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PFI2020-00085 q CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT COMMUNITY DEVELOPMENT Permit#: PF12020-00085 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 03/10/2020 Parcel: SEG236 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: MMSP MPE 201-Traffic Control Only Project Description: SEG 255/236/406.Traffic control only for VVWSP MPE 1.2 project. The traffic control measure would be located at the corner of Scholls Ferry Road and Springwood Drive, Nimbus Avenue, and Cascade Ave. . Class of Work: FEES Description Date Amount Type 1 - Utilities (gas,electric, data) PFI Permit Fee 03/09/2020 $300.00 Total $300.00 Owner: REQUIRED INSPECTIONS Call 503-639-4175 for the IVR inspection request line or visit the City of PHONE: Tigard website atwww.tieard-or.00v to schedule inspections online. Contractor: PHONE: Applicant: ALICIA CHING PO BOX 70345 SPRINGFIELD, OR 97475 PHONE: 5415055074 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: Issued By: Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PF12020-00085 Type: Condition Name: Status: Severity: PFI_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 22-DAILY INSPECTION REPORTS Applied Notice Applicant shall submit daily inspection reports, on a weekly basis,to the City's Inspector. PFI_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 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_Utilities 28-AS-BUILT DRAWING Applied Notice 1,2,3,4,5 28-AS-BUILT DRAWING 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). 1,2,3,4,5 28-AS-BUILT DRAWING 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). 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—Utilities 31 -OTHER Applied Notice Other RECEIVED City Of Tigard MAR 0 9 2020 PFI#: 2-07a-CCOgS e ENGINEERING DEPARTMENT CITY OF TIGARD IANNINGIENGINEERIi\''- . Public Facilities improvement (PFI) Permit PROJECT INFORMATION WWSP MPE 12 TYPE OF WORK . Project name: R TYPE 1–Franchise Utility Work Brief description of project: We will be doing utility potholing for performed byN)X7N,PGE, or utility agency the WWSP project. ❑ TYPE 2–ROW Sidewalk/Driveway/Sever T1 ofd ' t — ,r�7� �1 f ,^ _ L, /) Work performed for the purpose of. —�11� It W 1` (��/l �/I • Sidewalk installation or repair • Driveway approach installation and repair SITE INFORMATION • Sanitary sewer lateral installation and Location (address if available): Springwood Dr, Nimbus Ave, main line tap ❑ 'TYPE 3–Full Scale Development Work Cascade Ave. Washington Square Rd, Eagle Ln, Whitford Ln, performed with land use approval which Marjorie Ln,Merry Ln,ElianderlBrightgeltl Cr,Palmblad Rd,Oleson/Greenburg Rd includes any of the following: SSG 255 23�(�� • Subdivisions or Partitions APPLICANT INFORMATION • Street widening Name: VacX • Mainline installation for sanitary sewer, -- storm sewer, Tigard water, and Tigard Mailing address: PO Box 70345 water service area City/State: Springfield, OR zip: 97475 ❑ TYPE a-Small Cell Technology Phone: (541) 505-5074 ❑ TYPE 5–Tigard Triangle Email: alieia@vaex.eom;h@vacx.com phone: (541) 505-5074 NOTE: Type 1 and 2 applications may be Contact name: Alicia Ching; Jason Jones entailed to ro ennitsa tigard-or.gov. Phone: (541) 505-5074 Email: alicia@vaex.eom; jj@vacx.com CONTRACTOR INFORMATION B Same as applicant Name: CCB Number: Mailing address: City/State: Zip: Phone: Email: ENGINEER INFORMATION Name: Brown and Caldwell Mailing address: City/State: Zip: Phone: Email: ADDITIONAL INFORMATION Estimated value of work is required(if over$5,000):$ 0 (within the public right-of-way) Is work related to a LAND USE DECISION? ❑Yes O No Case number: City Of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.figard-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 ownei 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. (:),� a Q�M in Jason Jones 03/06/2020 Applicant'Ur authorized agent' ignature Print name Date Property owner's signature (if required) Print name Date STAFF USE ONLY Case No: Lvt�' �Jr_ Permit fee: W Received by: NL— Date: 3 a Approved by: /51 Date: 3' Id o Notified by: Date: City of Tigard 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 2 of 4 DEVELOPMENT ENGINEERING FEES Public Facility Improvement(PFI)Permit: INITIAL PFI PERMIT FEE Part 1: Required submittal fee is 10%of the Net PFI Permit Fee.See below for calculations. Minimum of$300. NET PFI PERMIT FEE Part 2: All non-water system improvements engineer's estimate X 7%(less the initial PFI Permit Fee). WATER LINE CONSTRUCTION FEE Part 3: All public water system improvements engineer's estimate X 12%. FOR ONLY FOR S AFT USE ONLY TYPE 4: SMALL WIRELESS FACILITY TYPE 1-3:DETAILED SUBMITTAL CHECKLIST REQUIREMENTS Does applicant have a right-of-way license? ❑Yes ❑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): ❑Small Cell ❑Macro ❑ Street Name How many install sites are proposed as part of this permit ❑ 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: ❑Public Right-of-Way ❑Private Property ❑ Cover—Site,Vicinity,Abbreviation,Legend If equipment is to be located on private property,describe the ❑ 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, Stoma, Sanitary,Water,Signage,Street Lights,etc.) ❑ Details ❑ Traffic Sight Distance ❑ Signing and Striping ❑ Street Light Plan and Photometric ❑ Engineers seal/signature ❑ Sheet label(project land use name,revision and plan log block,dates and sheet numbers.) ❑ Engineer's Construction Estimate Additional Submittals (per land use conditions,if applicable) ❑ Traffic Report ❑ Storm water Drainage Calculations ❑ Geotechnical Report ❑ Preliminary Access Report(Sight Distance) ❑ Proposed Plat ❑ Pathway Design ❑ Water Provider Approval City of Tigard 13125 SW Hall Blvd. Tigard,Oregon 97223 • www:tigard-or.gov • 503-718-2421 • Page3 of 4 I SW 19 1% St Edge of Pavement l +— Ditch —� n Streetlight I ----•--------- —r—.— f 1 �1 1 l T ! FM Tyre 1 I j' T��Tropasr v1werT'ne" e jI � Existing House Existing j >r Driveway a� l 01 i I � Existing Shop j Pow er`= o • o I la 95' --- 7n;perty[ne— --i--- I o 1 A I Fire Hydrant(FH) � I I I Scale: 'I"=30' � I 1 TYPE I � I 1 I I 1 TYPE 2: REQUIREMENTSMINIUM SKETCH 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. 0 Tigard,Oregon 97223 • www.figard-or.gov • 503-718-2421 • Page 4 of 4 A�® CERTIFICATE OF LIABILITY INSURANCE DAT3/a/zolgrvY, THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Ward Insurance Agency Inc. PHONE Kris Sutherland FAX PO Box 10167 541-687-1117 AIc 1411:641-342-8280 Eugene OR 97440 AooRless: kris@mrdinsurance.net INSURERS AFFORDING COVERAGE NAIC It INSURER A:Ohio Security Insurance Company 24082 INSURED GAWINCD•01 INSURERS:Scottsdale Insurance Company 41297 GAW, Inc. Vac-X INSURER C:Ohio Casualty Ins Co PO Box 70345 INSURER D: Springfield OR 97475 INSURER E: _ INSURER F: COVERAGES CERTIFICATE NUMBER:1895804970 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY EXP LTR POLICY NUMBER MWDDNYYY MMN]DlYYYY LIMITS A X COMMERCIAL GENERAL LIABILITY Y Y BKS56416655 3/10/2019 3/10/2020 EACHOCCURRENCE $1,000,000 CLAIMS-MADEDAMAGE TO RENTED FX I OCCUR PREMISES Ea occurrence $1,000,000_ MED EXP(Any oneperson) $15,000 PERSONAL 8 ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY[K jECOT- F7LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ A AUTOMOBILE LIABILITY Y V BAS56416655 3/10/2019 3/10/2020 COMBINED SINGLE LIMIT $1,000,000 Ea accident X ANY AUTO BODILY INJURY(Per person) $ ONNEDSCHEDULED AUTOS ONLY BODILY INJURY(Per edcidern) § X HIRED X NON'WNED PROPERTYDAMAGE $ AUTOSONLY AUTOS ONLY AUTOS Per accident a C X UMBRELLA LIAB X OCCUR US056416655 311W1019 311012020 EACH OCCURRENCE $4,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $4,000,000 DED X I RETENTIONS n Innin $ WORKERS COMPENSATIONPER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFNIA FICERWEMBER EXCLUDED? ❑ (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ B CONTRACTORS POLLUTION Y VRS0003597 11/17/2018 11/17/2019 PERCLAIWAGGREGATE $2,000,000 PROFESSIONAL LIABILITY Y PER CLAIMIAGGREGATE $2,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) Certificate holder and all entities required by written contract are included as additional insureds on a primary and non-contributory basis with waiver of subrogation as respects to the general liability including completed operations and auto liability,including waiver of subrogation as required by written contract per attached endorsements.Certificate holder and all entities required by written contract are included as additional insureds as respects to the Contractors Pollution and Professional Liability.Umbrella goes over General Liability.Auto Liability and Employers Liability.Subject to policy limits,terms,conditions and exclusions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of Tigard 13125 SW Hall Blvd Tigard OR 97223 AUTHORIZED REPRE ENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD www.invarion.com XF oaa �i scro��5 d <0 N� d� 0 o� �N 0 a /� 350 ft x,350 ft x350 ft \! CO Date: 02/27/2020 Project: WWSP MPE 1.2 aj :E Comments: 0 a Not to scale. 0 m Traffic control may be modified in field to fit field conditions. For potholes 1 -4 on DWG PP-36. www.invarion.com 50 3g0 d 10, Road Scro\\SFet� o' �N O %i . ' 0 71. Date: 02/27/2020 Project: WWSP MPE 1.2 Comments: 0 n Not to scale. o m Traffic control may be modified in field to fit field conditions. For potholes 5 and 6 on DWG PP-36. -FAC- J 'F2 r3 i r R � G� II 100 ft , � N �L Z. FetryRoaa �6NF� 0 y.K 5�r �Gm Date: 02/27/2020 Project: WWSP MPE 1.2 Comments: Not to scale. Traffic control may be modified in field to fit field conditions. For pothole 17 and 18 on DWG PP-38. www.invarion.com L AJ IJ O L $ y 40M •� � 44 00 i. • OJ G� 100 ft „ lG O� 100 ft "0 fQ� 100ft a b 2• � 3 a a a G Ftp N C-6\0\\� 'GO cJ3� Date: 02/27/2020 Project: WWSP MPE 1.2 Comments: Not to scale. Traffic control may be modified in field to fit field conditions. For pothole 19 on DWG PP-38. Signal shutdown. www.invarion.com www.invarion.com oaa 350ft5� � ro �G a 350 ft Date: 02/2712020 Project: WWSP MPE 1.2 Sw Cascade Avenue Comments: Not to scale. Traffic control may be modified in field to ft field conditions. For pothole 40-43 on DWG PP-41. Flaggers will be on site ass otters. www.invarion.com O100 ft / 1 O 100 ft 100 ft • 100 ft �• 100 ft - -- cA �J!a �4 oz ro Date: 02/27/2020 Project: WWSP MPE 1.2 Comments: 3w Cascade Avenue Not to scale. Traffic control may be modified in field A to fit field conditions. For pothole 44 45 and 48 on DWG PP-41. ® www.invarion.com 'I Fit Aprb MY O 100 1 O 100 1/00 mw • as �o 0 100 ft 00 ft Date: 02/27/2020 Project: WWSP MPE 1.2 Comments: Not to scale. SW Cascade Avenue Traffic control may be modified in field A to fit field conditions. For Qothole 47 on DWG PP-41. www.invarion.com XY OS �ass ash/,9fO� �Oa a a om CO Date: 02/27/2020 Project: WWSP MPE 1.2 Comments: Not to scale. Traffic control may be modified in field A to fit field conditions. For pothole 61 on DW PP-46. www.invarion.com 350 ft 350 ft a �o CD � � R Date: 02/27/2020 Project: WWSP MPE 1.2 o� Comments: Not to scale. Traffic control may be modified in field CO to fit field conditions. Q ��_ For pothole 62 on DW PP-46. / r F / 350 ft D. 02127/2020 Project: .Z Not to scale. Traffic control may be modified in field to fit / ! field conditions. www.invarion.com Syl, a�a a ro 4� y a r° m ! �o Jro 350 ft / oc Date: 02/27/2020 Project: IMNSP MPE 1.2 r Comments: 3150 Not to scale. +a Traffic control may be modified in field to fit field conditions. For pothole 66-68 on DWG PP-46. A MPE 1 . 2 PRIORITY �lr POTHOLES ' \ � RIGHT OF WAY JURISDICATION LROAD BEAVERTON .J 11 MPE_1.2 PRIORITY .,>>^' �; - � os' �•.• AREA FOR '$r r, o ,G y� • POTHOLES10 vp .••'� o�'G� a ���6b ,j44Nu44nsdP ,p C�J6 S �� DWG PP-207 DWG RQ_ ���a Dwe��Mt? � PP•18 PP-2p PP DWG' •,��' I DwG pp- pp-1 Yeo M24 DWG PLM 5.1 D'NG PPOWGS DING DING Oft �-� / z� .• DWG PP-205 coNNEcrioN Ppm' pp+c Dwo wio -1T PP.1S PPL DwG ' q - WACO G PP-13 PP645 21 PP-23 �25 �O{ = DING PP-2D4 S f•1 ,u g � L rn; 0�,,� ps - / G -`r ��- •w��.G3�'�P�' � qNG�Q DWG � !jo N �, � OMKi Pp D PPS 4 y W OLESON ROAD WO PP-41 �. Ilvlll�040 w 1 1111 t.• S CX7 -� a ODOT r RELIMINARI o �aoo zam DESIGN ��LEN FEET THIS DRAWING IS NOT VALID FOR CONSTRUCTION DSGN NVO VERIFY SCALEillamette Water Supply CIVIL SHEET XOFX PURPOSES UNLESS IT DR enR IS ONE INCH DN � BEARS THE SEAL AND NSW ORIGINAL DRAWING. DWG PP-00 SIGNATURE OF A DULY CHK oma,• 30% DESIGN Brown—Caldwell ` MPE_1.2 REGISTERED CEB IF THINOT ONE EINCH CNI WILLAMETTE WATER SUPPLY PROGRAM PLAN AND PROFILE KEY MAP DATE PROFESSIONAL APUD AWP NO. DATE REVISION BY APVD SCALES ACCORDINGLY. PROJ MPE 1.2 FILENAME:XXXX-PP-00.DWG PLOT DATE AND TIME: 1/142020 4:00:02 PM • ± -. . ' "e ', "` # .• MPE 48-in Street Owner Street Class Fire Stations .. -.:.. w/COB 16-in ODOT Collector Schools H1NY217 NB COB Existing Private Arterial Signal a, HWY211 Sg } � Trenchless ---- Washington Co. ++-+- Railroad ;As- DE AVE - �s Streams City of Beaverton — Ped Trails Flasher City of Tigard © Bus Stops LANE REDUCTION - FIRE STATION J �w ACCESS I R RyRo RAILROAD o CROSSING TUALATiN VALLEY W Itf MS ZONE z 1 FIRE 8 RESCUE i W o _ s tet... •. at a. w +d- FANNO CREEK to s spy } 1011 I . -r kv XW ♦ ! y :$ .if4 pmt ' S c�$ 4i _ i 4 } SCHOLLS FY O O , ,� n 0 `,50 2 ALLEN BLVD j eet , : . 1Alf - l-J1 1 ' / a•' _ y ^ All 0-91 WOM J 4V W 1 # ' . J ----------- 7 3 48-inch Pipeline Street 1 1 11 111 11 111 Owner 24-inch Pipeline COOT — Collector ■ ■ • ■ COB Proposed — Private — Arterial COB Water Mains Washington ..d • BBus Stops Streams — City of I Tigard GENERALNOTES / LEGEND OPOTHOLING REQUIRED ILE UTILITIES CROSSING AND PARALLEL TO PIPELINE ALIGNMENT) O POTHOLE IF HIGH VOLTAGE O ELECTRICAL UTILITIES(NO w LOW-VOLTAGE OR TRAFFIC o. >S is wQ w SIGNALS) POTHOLE JS4 Om~ U O N NdL7 Y xf�lJ �V�i XS 3 H m z / / / / O PRESENT IAND TI UTILITY I ___ TEMPORARY CONBTRUCIION I CROSSES PIPELINE / EASEMENF,TYP I ALIGNMENT _____4___ ______ _ ______ __ POTHOLE IF UTILITY IS -- ---- _- -- ------__ O GREATER OR EQUAL TO 2 --- _ _ _____ _ __ _'- INCHES IN DIAMETER - -I DO NOT POTHOLE UNLESS O DIRECTED PI STA +31.7 N: 44520.7cl) 1 X I ;, E324'4W --x_ x- x / 4v Pe INENr eASEMENr - _ -- - x x - '- x x x 0 KEY NOTES `x 3l--*✓' X X I 1. 7000 w � ;.� _-_- ------ 3g•44' E 1 �J,1�,x x icy-7cY� __ to \ so w /' '-- I N 374. f E x x x x 0- Z 1 m w c ` O_ J E 10 r 170+00 �AGK9Vo x x x x x x x /x x 19` . �G' LU N Z )�• 4 n .I�..�3.� `- oEL.iEATmvYETLAND - _ L 1 X x X X lx X —j X . 2 L J 8 9 ` ACCEW VAULx T \ x X d 1 J_ x x x d x x = o q 418'PW 9Y8P _ x x x x x V. F. J, PIS 147+17.13 y ` ` is ` f•C. 1 x X (j N:144289.14 — r" � 7 •• /[r E:318903.13 C7 � � w Sb I ch ch RELIMINAR HMo—�-a— Is 1'0 DESIGN = LEMF� THIS DRAWING IS NOT VALID FOR CONSTRUCTIOIs DSGN VERIFY SCALE SHEET X OF X PURPOSES UNLESS IT NVO SAR IS ONE INCH ON illamette Water Supp y CIVIL BEARS THE SEAL AND DR NSW ORIGINAL DRAWING. p DWG PP-36 SIGNATURE OF A DULY CHK amt' 30% DESIGNS ' BrownCaldweU PLAN PATE REGISTERED CEB IF NOTO EIADJUST WILLAMETTE WATER SUPPLY PROGRAM PROFESSIONAL APUD AWT NO. DATE RLVISKNI BV APUD sTHISS EET.A]w7GLY STATION 176+00 TO STATION 181+00 PROJ MPE_1.2 FILENAME:XXXX-PP-36.DWG PLOT DATE AND TIME: 1/14/2020 4:55:42 PM F WF �W XmW liu p7p P'n I!- mj ii� W maw U UN �1. GENERAL NOTES 17 su.E.(m) 1. XXX. I w w W LEGEND E E E ':�' . '.E POTHOLING REQUIRED ILE p m • UTILITIES CROSSING AND _ ° •.tiE? .r , w r=. r-w. � :7.' - 18 M (+) / PARALLEL TPIPELINE ALIGNMENT) 'IL I d O POTHOLE IF HIGH VOLTAGE (� SU.E.(zea.uo) lux.(vI,xo) 21 ELECTRICAL UTILITIES IN uQ $w$CHO YRCAD SAO �su.E.(222) Ay 18• THR SOIEIOH PP 49'S - LOW-VOLTAGE OR TRAFFIC Iz- _ � C SIGNALS) C SIGNALW POTHOLE IF LOCATES ARE (ILIn�+99 N 9'35'S8'E LO �� 337' lu1- O PRESENT AND UTILITY ,W 187+99 188+00 189+00 1371. W CROSSES PIPELINE Z ALIGNMENT J N 847SB•E .87 -2.2200• (l - = 144701.72 PT STA 192+82.57 19 =\ POTHOLE O UTILITY IS U I 17053.70 8000 -N:144822.69 I F ® GREATER OR EQUAL TO 2 -� p 37.9' INCHES IN DIAMETER DO�— SU.E.(22+) H O DIRECTED OOTHOLE UNLESS so m so � m m so so E c• E . E E ° E °" °" O KEY NOTES ° o 0 1. XXX 48•NOMNNL 011ITM WA7ER TRANSMISSION PIPE 190 --- -. - 190 185 - - --_- -.__—. .. ;� �d * 185 0, ZOZ W n ZZ Y� M=H Z m n�1.1 ^NCI ♦ II _.. -_. - +_ II O + II O m 180 - _�__.-_ _-I 'Iw m>w� ��ipp._ _- - - - _ 180 qy� �Do II WN _ EMSTNO PAVEM@R _ "N 15 178 _. ----- ---- --- 178 170 170 '- - - 188 - 188 -- 0.FrIFT 180 ---. _-- - - '4y�d. - $ -- S�- 100 0.0202PTIFT 168 -- - - -- - X: �--- in _-- --- - iA 155 160 . _ i- - -.- - --- --- 150 1188100 18111 187+00 1aT+so 186+00 188+60 189+W 189.50 190+00 1190+60 191+005 RELIMINARY �°^_° DESIGN A1170 a 50 EEr 10 THIS DRAWING IS NOT VALID FOR CONSTRUCTION DSGN NVO VERIFY SCALE ilia vette Water Supply CIVIL SHEET XOFX PURPOSES UNLESS IT DR BAR IS ONE II ON r��0�,/''/I��/p BEARS SIGNATURE SEAL AND _ B oi°R�1NALD�""� 30% DESIGN ��_"'"""�""' BrownAo Catdwett DWG PPS SIGNATURE OF A LV CHK cee oma'' PLAN AND PROFILE REGISTERED T NOT ONE INCH ON WILLAMETTE WATER SUPPLY PROGRAM GATE n+LESS AC OFIDINsr STATION 166+00 TO STATION 191+00 PROFESSIONAL ADVO ANP NO. DATE REVISION BY APUD SCALES ACCORDINGLY. PROJ MPE_1.2 FILENAME:XXXX-PP38.DWG PLOT DATE AND TIME: 1!142020&00:00 PM xN � Ro� wI¢ 1QpX�XXWX N UmO �mO� a � W O F EDVN (O � mNX XX awry XX e° SUN �UN m3 m � GENERAL NOTES / 1. XXX. LEGEND O POTHOLING REQUIRED ILE j UTILITIES CROSSING AND PARALLEL TO PIPELINE ALIGNMENT) OPOTHOLE IF HIGH VOLTAGE ELECTRICAL UTILITIES(NO LOW-VOLTAGE OR TRAFFIC SIGNALS) POTHOLE IF LOCATES ARE PRESENT AND UTILITY / I Y _.-- ' CROSSES PIPELINE ALIGNMENT a POTHOLE IF UTILITY IS QQ 47 GREATER OR EQUAL TO 2 INCHES IN DIAMETER 10' ,SEE N -- 1 rDo PP-2007 OUG PP w_ �c p 48 O DREOTTEPDOTHOLE UNLESS \ I rIECENM wan E:3 11 s0 RECEIVI SHAFT 2oM� °- ° KEY NOTES 42 =°:E 44 / ., 1. XXX. TYP ° 1 s° J 4 49 1 yl 38 43.1 TEMPORARY CONSTRUCTION Y 43 EASEMENT,TYP N °ateIt 40 srA Ton . d E a� -4,31• S FE Ry AD m ' N 36 37 39 41 SW cHo N WLu 0 tilI tr I U) I z I W :3z_a tJ G7 1� Yi 1 i _ r r RELIMINAR 14�0 DESIGN �"6 xAIF IN FEET THIS DRAWING IS NOT VALID FOR CONSTRUCTION DSGN NVO VERIFYSCALE Willamette Water Suppl PURPOSES UNLESS IT DR SAR IS ONE INCH ON CIVIL SHEET XOFX BEARS THE SEAL AND NSW ORIGINAL DRFwINc. q I L1t. �I'�tl., SIGNATURE OF A DULY CHK 0-1. 30% DESIGN VVVIIIVVVVVV NNwr BrownCaldwell � °wci PPS' REGISTERED CEB IF NOT ONE INCH ON WILLAMETTE WATER SUPPLY PROGRAM PLAN RATE APVD --- THIS SHEET,AWUST STATION 201+00 TO STATION 206+00 PROFESSIONAL AWP NO. DATE REVISION BY APVD SCALES ACCORDINGLY. PFtOJ MPE_7.2 FILENAME:XXXX-PPd1.DWG PLOT DATE AND TIME: 1/74!20205:03:32 PM a t1 J W m J cd XX 00 �3F N v106�iV N(2 SW idz L1m aaw m z m z �z 003 w�z 10 m GENERALNOTES " 1. xxx. Missing manhole data LEGEND ------------ -- ----------- O POTHOLING REQUIRED ILE $I T _ UTILITIES CROSSING AND .. PARALLEL TO PIPELINE .. zT T T T T ALIGNMENT) T - T T T T r POTHOLE IF HIGH VOLTAGE T I 16• B.SEE SHEETS 62 63 .q0 ELECTRICAL UTILITIES(NO L L PP- THROUGH PP-228 64 �PI�A +d LOW-VOLTAGE OR TRAFFIC 47.3' 32.r 65f 69 SIGNALS) _ E:31 94 20"31'25 E -23 POTHOLE IF LOCATES ARE N =� 227+90 O O PRESENT AND UTILITY y W 228 00 . 584.39' 229+00230'00 W CROSSES PIPELINE -W - W ALIGNMENT -c � -w� 61 _ _ -c W O POTHOLE IF UTILITY IS Z 66 68 2- GREATER OR EQUAL TO 2 1 STA 230+65.93 w J w w w w w w w w w w 67 w w w w J INCHES IN DIAMETER 2 w— " w = w '19690.91 taiF DO NOT POTHOLE UNLESS O DIRECTED —� � ry � A S5 55 w Z 16 I . R \ I 17 n KEY NOTES mxeecmo°o N N I IslzawcolsN I 1. )O(X 48•NOMINAL ID STEEL WATER TRANSMISSION PIPE _ 2B0 - _ 280 2 2 Z2 0, 2552 ..____.___. a a _ � -- W 2m + N __ 299 a Mn"i 24> + Ila MM N>W II W 11 p I N W2 F Q 22 - W n WRQ F->r 280 --i _ - _- -__.___ - <W ti 3 - N -. — 290 3z « O� EXI31l10 PAVEMOff SC --- '. Y O Y w°gD Mztn ZS _ n ---._. ____.- W r yJOj —�■ ' I 249 I ♦m II p _� 249 II ILL °�Ji1J2W II �N F-, J N+ Ila wmJ a m k , 210 ryWEV azaW m � - W-max W N a>W W 0.929{FTIFT 235 OI '7 235 ¢$¢g 230 -- ---� �� - — 230 �— 225 0.0116 FTIFT _._.-- - -_ - - - -- --- 225 0.0093 FTIFT �s $M� m M 229 $ - -$$ ^> _ - - - N J N II 220W �y Q 228+00 m < 719+50 227+00 227+b0 718+00 226 N 2 <� +50 229+00 229+90 230+00 -. _.-.-.-230+50 231+005 RELIMINAR �°�° DESIGN °ER ° B MNFEET ° THIS DRAWING IS NOT VALID FOR CONSTRUCTION DSGN NVO VERIFY SCALE illamette Water Supple CIVIL sHEET XOFX PURPOSES UNLESS IT 6ARISONEINCHON �y ,w�N, .�.-1 , BEARS THE SEAL AND DR NSW awcINAL ORAvnN1. Il/LW.IV. IVVAL4•WL IVI�LMTVLF�. DWG PP-46 SIGNATURE OF A DULY CHK CEB 099999999991+' 30% DESIGN BrOW�u+o Caldwell PLAN AND PROFILE REGISTERED IF NOT ONE INCH ON WILLAMETTE WATER SUPPLY PROGRAM DATE THIS SHEET,ADJUST STATION 226+00 TO STATION 231+00 PROFESSIONAL APVD AWP NO. DATE REVISION BY APVD SCALES ACOOROINULY. PROJ MPE_1.2 FILENAME:XXXX-PPd6.DWG PLOTDATEANDTIME- 1f14/20209:12:41PM z W ;z / GENERAL NOTES , xxx, sz �0 r:> wo LEGEND q szm POTHOLING REQUIRED LE I�IzxcozWoz t I q UTILITIES CROSSING AND o 'm 1 � PARALLEL TO PIPELINE ALIGNMENT) • .• �.• ` +: 41- POTHOLE IF HIGH VOLTAGE g w TdY ,d O ELECTRICAL UTILITIES(NO _ rW d LOW-VOLTAGE OR TRAFFIC 0 I ; - ° SIGNALS) 257+00 1435,71' 2y8 �f6;T'—- p = POTHOLE IF LOCATES ARE 1W _ 54«00 c W- O PRESENT AND UTILITY U) — — — i. 'W CROSSES PIPELINE ca ALIGNMENT Z _ 115 116 �f Z N POTHOLE IF UTILITY IS 1 1 7 1 18 — — 119 — 120 _ J_ 0 GREATER OR EQUAL TO 2 _ SW SCHO S FERRY ROAD 4 95.4' E GIS V INCHES IN DIAMETER THROUGH PP-228 F / O DO NOT POTHOLE UNLESS ______ ____________ x _ _ _ __ DIRECTED _ w „. T-c -------- __ ----- W ___W x x-Y _____ W q1 pl d1 MI ON Islzam°uo° C7 ______________ ------ ------ It ° I---- ,s,z�mm%°o R rnaxomxo° O KEY NOTES XXX. _ 48'NOMMIAL ID STEEL WATER TRANSMISSION PIPE 275 -- -_ - - - 278 270 -.-_ _. 3 Z70 _- ZW Y a 2�n 2i .a I a 265 _7-_._- ■ a i p 11 11 285 W _ a x 344 z EXISTING PAVEMENT + W 7 n 2 --_.. - m 280 W w a - leo NZ k ; ¢ r/�C7 N�7¢ 255 -__.-.-___ __-__-- -- - _ _ - 255 250 --___._____ - __._____ __ ___ __ _ _____ 260 $ 245 ,& -0018FTFT 246 m+ 11 N j II W 240WZ .._.___ ____. __ __ _ __ ____._. .._.__ _ ____ _. _. _ g' 240 235 - -_ __.. . __ _-__._. ..._-.- -_- - - -_. __ _. — - F • 235 2256+00 258+58 257400 257+50 259+00 258+50 258+00 258+50 28D 0W 260+50 291+00 RELQINARY mmi DESIGNS IF INFEET 0 THIS DRAWING IS NOT VALID FOR CONSTRUCTION DSGN NVO VERIFY SCALE PURPOSES UNLESS ITDR BAR IS ONE INCH ON Willamette Water Supply CIVIL SHEET XOFX BEARS THE SEAL AND NSW ORIGINAL DRAWING. DWG PP-52 SIGNATURE OF A DULY CHK cee °�+' 30% DESIGN vi" Brown mo Caldwell PLAN AND PROFILE REGISTERED THNISSHEETI�HpON WILLAMETTE WATER SUPPLY PROGRAM STATION 256+00 TO STATION 261+00 DATE PROFESSIONAL APVD AWP NO. DATE REVISION BY APUD sCALES ACCORDINGLY. PROJ MPE_1.2 FILENAME:XXXX-PP-52.OWG PLOT DATE AND TIME 1H4/2020521:46PM IU Ili z m GENERAL NOTES 1. xxx LEGEND 1 I I • POTHOLING REQUIRED(LE UTILITIES CROSSING AND 1 IS12MCO27W � I PARALLEL TO PIPELINE q m2x 1101 y, ALIGNMENT) cli_c N I ISI x Ioo I� POTHOLE IF HIGH VOLTAGE 0.l "" `" 1 d O ELECTRICAL UTILITIES(NO Q. r - - - 7-S 1 D- LOW-VOLTAGE OR TRAFFIC SIGNALS) C3 f O POTHOLE IF LOCATES ARE W o eo O _, W PRESENT AND UTILITY ,M 284+W . .` 1435.71' •: ,.� ;�. „, •.1W� CROSSES PIPELINE — ALIGNMENT ;-1z121 122 $ 1'114 - 8.0'_ - - Z 1 ® POTHOLE IF UTILITY IS 124 J GREATER OR EQUAL TO 2 INCHES IN DIAMETER 16.COB. Q SWS LLSFERRYROAD E - �~ DO T -� PP-200 THRO P-226 2 M1� 36.8' g O D REC ED THOLE UNLESS ° w o -------------- ` _______ �___________ _ ___ CIY - - - - - - - - --- --- - -- - - K I—,I— I -------------------------------- Y NOTES 1. xxx. 48'NOMINAL ID STEEL WATER TRANSMISSION WE 288 285 __ 280 - oa z" � __.._-_.___-. ____� ! ___-. 28D w zp Z Oa i2+ w ^Jai *Yp _ f Ila ZEll Z= __ � Ila�j IWy __ _-__... 255 aWy7t 3. Nay ZQ ZYw 255 N2Q,'x Q W COCCDD m m 61,ri +IZ b _ 250 EXISTING PAVEMENT, + Ila $ vi __ -.-_-__ ---_- m3 2550 aWN W 245 __-.. _. _ _ __ - _ 245 -0.0187 FT8T 240 g 4 -0.0188 FTpr +Fi7 235 --- -- _ �',I _. - 235 -00_1FT/FT 230 --- -- _ ---- 230 225 ------ -- t----- I I �� ( -- - - � 216 2p � 281+00 281+50 282+00 28'2+50 283+00 283+50 -.._ 284+00 284+80 285+00 285+50 288+00 PRELIMINARY DESIGN "" ° ° WALE IN FEET THIS DRAWING IS NOT VALID FOR CONSTRUCTION DSGN NVQ `E1"F`'SCALE `)Il a mette Water Suppiv CIVIL SHEET XOFX PURPOSES UNLESS IT DR 9ARISOHEINCHON BEARS THE SEAL AND NSW ORIGINAL DRAWING. ' DWG PP-53 SIGNATURE OF A DULY CHK CEB 0-P PLAN AND PROFILE 30% DESIGN Brown Caidweli � REGISTERED rHISSHEET,I O'2+' WILLAMETTE WATER SUPPLY PROGRAM STATION 261+00 TO STATION 266+00 DATE M PROFESSIONAL AD ANR 2+p, DATE REVISION BY APVD SCALES ACCORDINGLY, PROD MPE_1.2 FILENAME:XXXX-PP-53.DW G PLOT DATE AND TIME: 1/142020 5:23:17 PM GENERAL NOTES 1. X70(. LEGEND I I • POTHOLING REQUIRED(I.E UTILITIES CROSSING AND PARALLEL TO PIPELINE 4 ALIGNMENT) m I PIS .4 IS12x D t �w POTHOLE IF HIGH VOLTAGE O ELECTRICAL UTILITIES(NO Q. g Islz�c�wtao 0. I J N:15 0 10_ LOW-VOLTAGE OR TRAFFIC (� SIGNALS) 7 E:32 .1d 126 `' .... ' - _.S -50 - Stl s9 �— POTHOLE IF LOCATES ARE • - O_ PRESENT AND UTILITY W 287+00 268+00 X00 270+00 {w� CROSSES PIPELINE �y — - c= ALIGNMENT 'ZNINE— 125 128 131 Z- POTHOLE IF UTILITY IS 130 — _ _ 132 133 =_ 0 GREATER OR EQUAL TO 2 _ INCHES IN DIAMETER 1 ry$ 18'COB,SE SHEETS Sw $t �A� 11TJ r 1 O DO NOT POTHOLE UNLESS _� i PP-200 THR HPP-226 4 � I DIRECTED G IN -- ----- w w w w w w w w w W w w - ___________ ______ _� m s on % OH w _____ � ' 'i ,.., .a '.• : '�:. g O KEY NOTES 1. XXX. msx9wna 4 t 131f]WO]Ti1 ISlsweo3mo 46•NOMINAL ID STEEL WATER TRANSMISSION PIPE 245 245 Qw ❑ Z pd0 — — — EXISTING PAVEMENT m°' ��n Z t6 3 - 240 ❑ n p Ud Z i y❑ p W Z - 2< Z b + n 235 k-- eW�i w o r �5,i 1, 0z In 235 - - F>to 3 it ]W W UZ W W 1. yZ<jA <�Ny W ❑ Z 230 ____- ___.-- — - ii.2i`X <W 3 o n n - 2 b _ 230 1 v� � r _ __ _ — vii?3k u��e I w�s k 225------0.0331 FT/F7 _, - 220 • - 220 R F -0'�FTiT•T 215 -.________-. —__ _. - 215 " 2 -0.0280 FT/Fr 3 � 210 -__ . -. _ ___._ - _____.___ - __.- - __ _. _. ___-._-__ IN 210 a 205 -- - __ _— _- -___- _— - _ _— - - ___.-.. _ " " 205 2266+00 266+50 287+00 267+50 288+00 288+50 289+00 269~50 270+00 270+50 271+00 RELIMINARI DESIGN VENT 0 s io WALEM FEET THIS DRAWING IS NOT VALID FOR CONSTRUCTIOh DSGN NVO VERIFY SCALE PURPOSES UNLESS IT DR BAR Is ONE INCH ON Willa amette Water SiIap v CIVIL SHEET XOFX BEARS THE SEAL AND NSW oaICINAL oaawlNc. 0 DWG PP-54 SIGNATURE OF A DULY CHK ICES "�+' 30% DESIGN ���� Brown-DCaldweU PLAN AND PROFILE REGISTERED HNDS EET,AAM WILLAMETTE WATER SUPPLY PROGRAM UST STATION 266+00 TO STATION 271+00 �� PROFESSIONAL APVD AWP NO. DATE REVISION BY APVD s ES ACCQRDINc Y. PROD MIRE 1,2 FILENAME:XXXX-PP54.DWG PLOT DATE AND TIME: 1/142020 5:24:48 PM J< V ci a qu ��� '�Uz��3o�; / GENERAL NOTES 1. xxx. is LEGEND ss O POTHOLING REQUIRED( I � UTILITIES CROSSING AND PARALLEL TO PIPELINE ALIGNMENT) ISI23G l @, / Islmx lol I-- 1) Islarwoowl 0. 4 0 I� O POTHOLE IF HIGH VOLTAGE IM23 037W d 0 I (1 0. ELECTRICAL UTILITIES(NO a i LOW-VOLTAGE OR TRAFFIC 0. + _ N oN ox al aN oN `-'�1 �• i xx—x-xoy � SIGNALS) Q °N ` 'r- •• 0 POTHOLE IF LOCATES ARE m G' �"tj • W, O PRESENT AND UTILITY 2"� 59 so 148 SD 278+00 5673.63' 10 5*279+00 � LU PIPELINE ALIGNMENT W - POTHOLE IF UTILITY IS LU � _ 151 Z J O GREATER OR EQUAL TO 2 _0 146 - 147 - - - — � - — - - 0 150 18.COB SEE SHEETS V INCHES IN DIAMETER 41.7 `�� PP 200 THROUGH PP- ~- SW SCROLLS Y ROAD I O DDO IRECTED CTHOLE UNLESS w w w w w_�' m m m W w - T T. r 77� sz�eanoo IS,T30BQIml O KEY NOTES � MH on private ` ` 1. 'DQE v � 4rI properly 230 TRAINSM9810M PIPE - 230 -- ----- _.- ---- 226 225 � I 3� z 220 ' Y o o m - z� z 220 z�n $ �Ca 3 Imp J Syxj ry z In Z O O W !_!D N +tri �JI-f ZO Zoo. W F(4� I>>Ip W N J F �' N J m 215 215 EXISTING PAVEMENT O'vIn �^.�w I+u❑ 3 i>W2 22 J k210 N 8 ---- __—- - ---- 210 206 - ------- ----- -- - -- _ _ 2D5 -0.0II5FrJFr zoo _ — —. — -- - 200 196 196 . W F LFT 190 - - - S - --- -------- ----- - g g�--$�g 190 cd 185 II 1276+00 276+50 277+00 277+50 ---- 276+00 278+50 znINm 279+50 260+00 _.- 290+50 va~i i m i 281+ 00 PRELIMINARY ° DESIGN ��° a SCALE IN FEET THIS DRAWING IS NOT VALID FOR CONSTRUCTIO DSGN VERIFY SCALE SHEET X OF X NVO illamette Water Supp v CIVIL PURPOSES UNLESS IT BAN IS ONE INCH ON /� I�"11 BEARS THE SEAL AND DR NSW ORIGINAL DRAWING. '300/0 DESIGN (VLV•I�V. IVr.IW1n�A IUI/Mi,All, Brownµo Caldwell DWG PP-56 SIGNATURE OFA DULY CHK '' PLAN AND PROFILE DATE REGISTERED CEB nn55HEEEET!no UST WILLAMETTE WATER SUPPLY PROGRAM STATION 276+00 TO STATION 281+00 PROFESSIONAL APVD AWP NO. DATE REVISION BY APUD SCALES ACCORDINGLY. PROD MPE_7.2 FILENAME:XXXX-PP-56.DWG PLOT DATE AND TIME: 1114/20205:27:49 PM Wm W � L7� : C . ! xxU U - GENERALNOTES 1. x LEGEND / POTHOLING REQUIRED ILE UTILITIES CROSSING AND PARALLEL TO PIPELINE ALIGNMENT) POTHOLE IF HIGH VOLTAGE ELECTRICAL UTILITIES(NO LOW-VOLTAGE OR TRAFFIC SIGNALS) 1 I \ i - - — - O POTHOLE IF LOCATES ARE V � I tszae°°m°° R PRESENT AND UTILITY tsn CROSSES PIPELINE R p I s za°Bwm I 4I - 1912301 - - I ALIGNMENT ts239000°°° PI STA 284+39.03 I POTHOLE IF UTILITY IS MANWAYVATN N:163147.90 I O GREATER OR EQUAL TO 2 om ACCESSVAULT °^ .a —z__x_ E:321550.13 _x z—x� INCHES IN DIAMETER . •:: ,: �", 1.: °M °" �xDO NOT POTHOLE UNLESS O DIRECTED W ® \321'3° 155 22.s N ,Y6 w-LOCeb W m s° In 157 — 'Z 152 MPE_,.0 C-51 _ 159 Z — —I — )KEY NOTES = 153 154 - 156 - - - - _ 160 _ E _ - _ - 158 - - - p«. SCROLLS RY RO D 1M COB,D TSEE SNE N=301'E PwP-za W w w MAW d w HROUGH w 161 w w w w w i a m =o m m 162177 r - - s Z Lu A 283+20.30 1911YlN901 I g 1S12J 803215N:153185.89 I E:321821.93 D=39°2 8 V I I 8.36' 1-4 11.00 i s° PERMANENT I I Missing MH data I EASEMENT I 1 I RECEIVING SHAFT I ac�I0 RELIMINAR "°"°� DESIGN 1 WRTO ° 10 SCALE W FEET THIS DRAWING IS NOT Willamette 1�I' VALID FOR CONSTRUCTIO DSGN NVO VERIFY SCALE yyillamette Water Silpply CIVIL SHEET X OF X PURPOSES UNLESS IT OR BAR IS ONE INCH ON DWG 7 BEARS THE SEAL AND NSW ORIGINAL DRAWINo. 0 � SIGNATURE OF A DULY CHK 0-1' 30 �0 DESIGN BrownA�D CatdWett PLAN DATE REGISTERED CEB IF NGT GNE INCH art WILLAMETTE WATER SUPPLY PROGRAM THIS SHEET,ADJUST STATION 281+00 TO STATION 286+00 PROFESSIONAL APVD 4WP N0. DATE REVISION By APUD SCALES ACCORDINGLY. PROJ MPE 1.2 FILENAME:)O=-PP57.DWG PLOT DATE AND TIME: 1114=20 5:28:58 PM W � 3 Wi I L K r-c- Ftr-A GENERALNOTES u"1 -° XXX. PI A40T+37.39 5 • � -:: 1 LEGEND Is+se•t4n•�° E:320284.71 (� lY -� a .� w °M T T . I �s A•5'OB'1Y —T POTHOLING REQUIRED(IE • UTILITIES CROSSING AND PARALLEL TO PIPELINE ALIGNMENT) CL 1 —� ; c 548°5736'E 410+00 ` 411Na_ O POTHOLE IF HIGH VOLTAGE ,I fa 1 �� 7'-- - 58z 76" ELECTRICAL UTILITIES(NO ? 220 40800 U' LOW-VOLTAGE OR TRAFFIC f �`e 218 40 _ SIGNALS) W I v 10321' 0= -w I J- 22'� OFF 222 2`23 1 W O POTHOLE IF LOCATES ARE L w-T y PRESENT AND UTILITY .L ko 21n w w�_w '-w T •--�_ � - CROSSES PIPELINE iZ g�41"� •7 w w w r •--��- T Z ALIGNMENT �_ - 48032.1A w r w T wPI 9AT w r w w w w w w I�-w _y�_ == O POTHOLE IF UTILITY IS w N:1 I _ GREATER OR EQUAL F I—W�w E:3202033 w —w w INCHESNDAMETERTO2 _w r-�-T , O DO NOT POTHOLE UNLESS DIRECTED m i O ° E 1 i EO .. ' 15124P�OI0� _ r UM o sl mW50() (-)KEYNOTES 1. - 24•NOMINAL ID DIP WATER TRANSMISSION PIPE _ 286 - --___a _.._ __ -_ -.. 285 _ T - 290 zo *0r M0F YW _ OL _ 3L z Z S Z= m ° - — —_ X11 OW p=w ^Z E i� �i�a p is W a 0. _ Z fn z In nW. N C1 O 4w N M=N 276 -- + n z 2 z > _ __- +slim >w ' u w __ _. _.___ __ -...__ _ 278 O 8>w2 >W2 n>W � n _—_- 3 +�WI�� "wy ° wNO 11 < O <I EXISTING PAVEMENT " w�O a U 6 p w Vlp ^ wfly�p HZ<p to k H_�S( yZ a X . f~/1 Zj< y2 Q X N_ X .� _ 276 286 - _ - f -I - \\..` - 286 0.0165 FTIFT ._ -0.0084 FTIFT 0.02N FTIFT $ -0.0010 FTIFT o 260 280 — - -- - -I � �II g s s 266 250 _. _. ____ _ -- -- --_- -_--- ---_ _. _ -_. 250 245 - - ----. ._. _ _._ -_- ---. - - __ _ - - 245 40 T 2408+00 406+50 407+00 407+50 - 408+00 -- - - 408+50 409+00 409+50 410+00 410+50 411!00 PRELIMINARY DESIGNVERTO auLEr ver' 10 THIS DRAWING IS NOT VALID FOR CONSTRUCTIElf,EISEN NVO VERIFY SCALE Willamette Water Snnnly CIVIL SHEET X OF X PURPOSES UNLESS IT DR BARI3ONE INCHG. 0 , 1? r�r,'+, - DWG PP-102 BEARS THE SEAL AND NSW ORIGINAL DRAWING. 0 Wil IC!/IAU UAU/V SIGNATURE OFADULY CHK CEB IF NOT ONE 30% DESIGN WILLAMETTE WATER SUPPLY PROGRAM Brown C8IdWAU METZGER EXTENSION PLAN AND PROFILE DATE REGISTERED T wS SHEET.-II STATION 406+00 TO STATION 411+00 PROFESSIONAL APUD Awa N0. DATE REVISION BY SCALES ACCOMNGLY. PROJ MPE_12 FILENAME:XXXX-PP-102.DWG PLOT DATE AND TIME: 1114/2020 5:44:05 PM XUU SUN �Xy OX XX Fn 4 GENERALNOTES I51]■fJi0130• 3ecwm: 1. XXX. w, 0 0 0 o I LEGEND •..: OLING IRED(I I , MT UUTTILITIES CRO SING ANDS PARALLEL TO PIPELINE TALIGNMENT) �T TT T T_ T T T— -T T T T T TT i S –M - �: c—�• —�: _ - -c __ —�_ N_ POTHOLE IF NIGH VOLTAGE GGIS GGIS GGIS O ELECTRICAL UTILITIES(NO �D_ _ _ _ _ _ 229 230 ALL BOULEVA 232 d_ SOGNAVSTAGE OR TRAFFIC 0I 23 O POTHOLE IF LOCATES ARE =W -417.99— 41e.6o 4t9.o9 233 42 O- PRESENT AND UTILITY =w 466.79' 2,34 W ALLIIGNM NTOSSES IPELINE _N J_ S S6'70YS E w r w co) –W Tw w W W W W w w r w w W w w M w —w w w w W_ POTHOLE IF UTILITY IS -? w w w w w w w r w w w w w - ? O INCHES N DIAMETER GREATER OR EQUAL TO 2 -_ mU- m DO NOT POTHOLE UNLESS ~ O DIRECTED g— E E ii 0 O O O N n WY O I '�°■�� PI STA 419.54.82,s,xum°°o N:14 I 3 -_111111 7279.45 E:321271.88 U+ 1 I O KEY NOTES 4_0.0ow u12■008mm I 1. VOL 2P NOM94AL b W WATER TRAN81MSS10N PIPE _ --. - 1280 280 - - - -_ 275 - _ ---_-�-. _ - --___� - _.. - -_--._- _- ____. -- _ 276 Z= zx Oa 0� 0 270 r f mOri Ori - 270 - -- ♦ „ p ♦ x p a tTiF� au�� _ 11 ,00 n wMO a « zx ~ d k 3? ; mix .2 286 Da 3 265z Ow -- — _ EXISTING PAVEMENT • �� +� O i Y. Z d • m zz «zb 'i O 280 -0.0147 FTA■T _. ___ _t _. _ __ _ _ _ I�N r ZW y n W y� CNv w m 280 WZ--xW Z __Q.• � • --- u \ 255 250 • - �� _ - _- _ _ - --. -0.0061 FTIFT -0.Q�y�� 250 g 9 SIM �� O < 246 �q - - - ----_ ..--- ----- -. I - - - A45 240 _ _– __ - r - - ---- - - m ID N4161+50 - 417+00 417+50 418+00 418+50 !19+00 -- 419+50 420+00 - — 420'30 121+00 RELIMINARY °"�° VE DESIGNRT° 9C.EIN FEET ° THIS DRAWING IS NOT VALID FOR CONSTRUCTIO DSGN NVO VERIFYSCALE Willamette Water Supply CIVIL SHEET XOFX PURPOSES UNLESS IT eatISoNE A ON BEARS SIGNATURE FAL UL DR NOW 0 SSSIS ISSISNO 30% DESIGN BrownAN°CaldweU DAT PP-104 SIGNATURE LV CHK °�'• MESTATI EXTENSION PLAN AND PROFILE REGISTERED CEO IF NOT ONE INCH ON WILLAMETTE WATER SUPPLY PROGRAM DATE THIS SHEET,AD.IUSr STATION 416+00 TO STATION 421+00 aya MPE t 2 PROFESSIONAL APUD AWP N0. DATE REVISION BY APVD S ES AccoNowgLY. SURNAME:X)=-PP-1 04.DWG PLOT DATE ANDTIME V14R0203:47:08PM XO X [ a gW PI~pX X{.1S X CZ XK z0 XX N S GENERALNOTES ' 2 \ 1. PROPOSED FLOW METER I I VAULT LOCATION, METZGER TURNOUT DESIGN TO BE DETERMINEDAND _ SUBMITTED TO W WSP AS A SEPARATE SUBMITTAL FOR REVIEW. 11 IrzxAmxm Ir TlC110I200 I a L19 � ��; \ 2 PROPOSED PRV O ® o o O STRUCTURE LOCATION. MERGER TURNOUT 55 .. R Y ® DET MINEDS D 239 SUBMITTED TO WWSP AS .7 A SEPARATE SUBMITTAL �g * r FOR REVIEW. d — — — - —, T .— —1-ter- 237 IL 236 sW HA L ARD G41S 238 240 w LEGEND 235 _ _ — _ — r POTHOLING REQUIRED(I.E UTILITIES CROSSING AND -w - - _ - - - - - - 241 PARALLEL TO PIPELINE POTHOLE IF HIGH ■1 w w O VOLTAGE ELECTRICAL 1Z Im w - UTIUTIES(NO 1 = w N w w w w w ' s° w w LOW-VOLTAGE OR TRAFFIC m w w w- ~ O POTHOLE IF LOCATES ARE OR oR p+. . •w :.�. an E. .• c :•o •': .,' . �•.. . . a POSSES RESENT PIPELINE UTILITY 0.0 OPOTHOLE IF UTILITY IS ER 2N NOMK4L D OP WATTRANSMISSION PIPE GREATER OR EQUAL TO 2 zfu INCHES IN DIAMETER 270 j ODO NOT POTHOLE UNLESS DIRECTED 265 _ _ _ __ _ —_._—.-_ - __ 265 250 N Q _ � =.-. .. a - -tll Y _ _ L 260 W 255 — _ •r? -- — —� F>N 3 « OPRSTAV _43T 42N:R1RE . y 2 Q x H 260 - --. _. - - - -t EX9nM PAVEMENT --._ w —� °D METER VAULT _. 2550 l7ia W STA 425+92.91 lk 1 o �> II 24:g 45 _ 2 -0 0276 FT/FT -0.0010 241u~i'. O FT/FT 235 __. _ __ �. _ I - __ _ _. 235 s � o 230 - -_—_.___ _. . _. - _. ___.. --__-___ _ __. _ _ } _ 230 - i all - 2 1400 421+50 422+00 422+50 423+00 - -- 423+50 424+00 424+W 425+00 425+60 426+00 426+3525 PRELIMINARY DESIGN �" ° � IXNw ET ° THIS DRAWING IS NOT VALID FOR CONSTRUCTIO DSGN NVO VERIFY SCALE Willamette Water Supply CIVIL. SHEET XOFX PURPOSES UNLESS IT BAR Is orvs wcN ON BEARS THE SEAL AND NSW ORIGINAL DRAWING. 3OD�0 DESIGN ' S Brownµ°Caldwell DWG PP-105 SIGNATURE OF A DULY CHC 1. METZGER EXTENSION PLAN AND PROFILE REGISTERED CES FNO�E�INC ON WILLAMETTE WATER SUPPLY PROGRAM STATION 421+00 TO STATION 426+00 DATE APVD AWP NO. DATE REVISION BY APVD SCALES ACCORDINGLY. PRQI MPE 1.2 FILENAME:XXXX-PP-105.DWG PLOT DATE AND TIME: 1/14M=5:48:38 PM