Loading...
PFI2020-00103 X " CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT sr COMMUNITY DEVELOPMENT Permit#: PF12020-00103 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 03/18/2020 Parcel: SEG3441 Jurisdiction: Site address: Subdivision: Lot: Project: VacX Project Description: Potholing for NW Natural Class of Work: FEES Description Date Amount Type 1 -Utilities(gas, electric, data) PFI Permit Fee 0 311 812 02 0 $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 at IAtiaard-or.00v to schedule inspections online. Contractor: PHONE: Applicant: ALICIA CHING 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: See application Issued By: Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PF12020-00103 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,trent brickey at 503-718-2686,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. 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 i Existing monuments, property corners, and survey markers shall be protected. Replacement shall be at the permit holder's expense. f 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 agreements]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 17 2020 PFI#: X 020-jZ/4 s ENGINEERING DEPARTMENT CITY OF TIGARD Public Facilities TffiPffiV6ffiCnt (PFI) Permit PROJECT INFORMATION am ton 12" Upgrade, SW 69th 8" Upgrade TYPE OF WORK SW H Project name: p pg pg 8 TYPE 1—I ranchisc Utility Work Brief description of project: We will be doing utility potholing for performed by NWN,I>cp., ormility .611.,7 NW Natural Gas. ❑ TYPE 2-ROWSidewalk/Driveway/Sewer Werk performed for the purpose of: • Sidewalk installation or repair • Driveway approach installation and repair SITE INFORMATION • Sanitary sewer lateral installation and Location (address if available): SW 69th, SW Baylor, SW Clinton, main line tap ❑ TYPE 3-Full Scale Development Work SW 66th & Hampton 3 3zW performed with land use approval which includes any of the following: • Subdivisions or Partitions APPLICANT INFORMATION • Street widening VacX • Mainline installation for sanitary sewer, Name: storm sewer, Tigard water, and Tigard Mailing address: PO Box 70345 water service area City/State: Springfield, OR Zip: 97475 ❑ TYPE 4-Small CLU Techndo{ry Phone: (541) 505-5074 ❑ TYPE 5-Tigard Triangle Email: alicia@vacx.com;jj@vacx.Com Phone: (541) 505-5074 NOTE: Type 1 and 2 applications may be g Contact name: Alicia Ching; Jason Jones emailed to r(wpermitAa).i{lard-or.nov. Phone: (541) 505-5074 Email: alicia@vacx.com; jj@vacx.com CONTRACTOR INFORMATION 8 Same as applicant Name: CCB Number: 75124 Mailing address: City/State: Zip: Phone: Email: ENGINEER INFORMATION Name: Mailing address: City/State: Zip: Phone: Email: ADDITIONAL INFORMATION Estimated value of work is required(if over$5,000):$ 11,000 (within the public right-of-way) Is work related to a LAND USE DECISION? ❑Yes R No Case number: Cityof Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 0 www.dgard-or.gov • 503-718-2421 • Page 1 of 4 APPLICANTS NOTE: Person speed 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. QrP, G` C), ,n,vn --S�kscr A �ct,nneS 3-11-Zr52o A cant's or authorized ent's signature Print name Date Property owner's signature (if required) Print name Date STAFF USE ONLY Case No: )Op/oZOW �aPettnit fee: Ov-�d _ Received by:�� nDate: . Approved by: 77 ie 7/ 13, Date: 3412020 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 PFT Permit Fee). WATER LINE CONSTRUCTION FEE Part 3: All public water system improvements engineer's estimate X 12%. FOR ONLY 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 Bets of plane (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 r ❑ 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, Storm, 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.) ❑ Engineei 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.fiprd-or.gov • 503-718-2421 • Page 3 of 4 SW " St Edge of Pavement F�54L— Existing Ditch �Streetlight I -•- -•----- -1 Existing House iExisting I �1 Driveway � � Shop Powerpole I I I I � 1TroperlyLine-- — — — — Fire Hydrant(FH) � I I Scale: 1"=30' � I I I 1 I I I � � I TYPE 1 AND TYPE 2: MINIUM SKETCH REQUIREMENTS (Put N/A if not applicable) North arrow Property lines&dimensions Existing utilities locations (sewer,storm,water) Street&street names All existing structures Proposed work Existing curb or edge of pavement Utility& street light poles Existing S/W or D/W apron Slope of property Trees City of Tigard • 13125 SW Hall Blvd. Tigard,Oregon 97223 • www.6gard-or.gov • 503-718-2421 • Page 4 of 4 �& CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDVYYY) A 3/6/2020 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(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terns 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 CONTCONTACT Kris Sutherland Ward Insurance Agency Inc. PHOWC,NENo, 54787-1117 No,:541-342-8280 PO BOX 10167 EMAIL Eugene OR 97440 ADDRESS: kris wardinsuranoe.net INSURER(S)AFFORDING COVERAGE MAIC# INSURER A:Ohio Security Insurance Company 24082 INSURED GAWN0001 INSURER B:Scottsdale Insurance Company 41297 GAW, Inc. Vac-X INSURER C:Ohio Casualty Ins Cc _ 24074 PO Box 70345 INSURERD: Springfield OR 97475 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER:1063046315 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. !NSR ADDLTYPE OF INSURANCE INSD V13 POLICY NUMBER MMIDDPOLIC1YYYY MEFF MILDD/Y�Y LIMITS LTR A X COMMERCIAL GENERAL LIABILITY Y Y BKS56416655 3/10/2020 3110/2021 EACH OCCURRENCE $1,000,000 CLAIMS-MADE FxI OCCUR PREMISES Ea occurrerre $1,000,000 MED EXP(Any one person) $15,000 PERSONAL 8 ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY JPERO- LOC PRODUCTS-COMPIOP AGG $2,000,000 OTHER: $ A AUTOMOBILE LIABILITY Y Y BAS56416655 3/10/2020 3/10/2021 COMBINED SINGLE LIMIT $1,000,000 Me accident IXANY AUTO BODILY INJURY(Perperscn) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED X NON',vNED PROPERTYDAMAGE $ AUTOS ONLY AUTOS ONLY Per actldent) C X UMBRELLA LIAR X OCCUR US056416655 3/10/2020 3/10/2021 EACH OCCURRENCE $4,000,000 EXCESS LU18 CLAIMS-MADE AGGREGATE $4,000,00D DED X RETENTION$ $ WORKERS COMPENSATION PER AND EMPLOYERTLIABILITY YIN STATUTE 7TUER ANYPROPRIETOR/PARTN ER/EXECUTIVE ❑ NIA E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ II es,descnoe under -- - _- DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ B CONTRACTORS POLLUTION Y VRS00042119 11/17/2019 11/1711020 PERCLAIMIAGGREGATE $2,000,000 PROFESSIONAL LIABILITY PERCLAIMIAGGREGATE $2,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached S more apace 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 AUTHORIZEDREPRE ENTATIVE Tigard OR 97223 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD www.invarion.com C� LU snow, 1 J aron T Q C o cc � D . SW Atlanta Street c Q r m SW Baylor Street Date: 03/11/2020 Comments: Not to scale. Traffic control may be modified in field A to fit field conditions. For potholes G-2 and G-3 on DWG C1. I www.invarion.com a) U C C _ AJW D7 � Cu SW Atlanta Street D a <* 100 10770 a: 1010 ¢' I L rn SW Baylor Street i�-oy SW Baylor Street Ah r T � (D�f0�'-O� s � 100 t T1 ,� 100 ft , Date: 03/11/2020 Comments: 100 ft� Not to scale. s Traffic control may be modified in field A to fit field conditions. For pothole G-6 on DWG C2. www.invarion.com AJ m C aroY Q 100 ft L 3 100 ft x3 w 1DOft • (� SW Clinton ST C) J � J s 100 ft F� µmo Date: 03/11/2020 100 ft Comments: i O 4 , Not to scale. 100 ft Traffic control may be modified in field A { to fit field conditions. W" i For potholes G-7 on DWG C3. i�� www.invarion.com _ w 0 Q> (n w :Eo rn M maw. 7 ins r D W ry Cn M O c r SW Hampton Street • m X350 ftft�350 ft+-•350 ft� Nim IO mCI O ch Date: 03/11/2020 Comments: Not to scale. �I Traffic control may be modified in field A to fit field conditions. For potholes G-9 on DWG C6. www.invarion.com 17 _ , SW Hampton Street w 0 w 0 g � L O CD i \ N 3 7 G AC) CO Date: 03/11/2020 1 ° Comments: 0 Not to scale. � O i Traffic control may be modified in field A to fit field conditions. o CO CO For potholes G-1 0 and G-11 on DWG C7. www.invarion.com CO rn NNOM � W GYOtl 0 1� C -T W C/.) <* ® O X350 ft+f350 ft+r350 ft+ Sh,68th parkiyay aM • v m � O � m o Date: 0311112020 Comments: _o Not to scale. Traffic control may be modified in field A g to fit field conditions. `♦ For pothole G-12 on DWG C8. • . • r• —■Jn■q1'1:n■a:.�•�•1rT.Iul�"le':•�s:nn.:�11i1�n111■:n'1�'n-■■1/ I::nluI■.sc='cie�:a'{�i1TniiM:••:1"�::••E�_[`':�-i'C_:.i7.il—ie�IC.�_w,• rJ'I:IL�.I SIN. i1...,:;I��i11.:-:L. �__-��___�-.r_...■�,�1_��■■■�_�■�■�_■._�.� h I►, •�I, 11`1 _ 1 • • • '; :•-c■■2:11'■:191!:1111:•':1■gr..x11!1 :i.'.:r-__"_ =s==. z .■■� :1...1.•1:1 Il :• . • �/��,�:1\•_•:nli:::na�i-l.:ii::a■ '•r i-_ _=e=="= __ :; ■:• .►i'c;;. _C7.. __ � ■•• I - �� • ■I 1 ■MR,N 11:u_In:i ame 19:1:.;-' :1'. : __ __"_ � ��� 11.r- :'Ari �L•� '= �V:l � � ��■■■���� ��`lnnlirli2■C:':11=11I:Iln::Lz.:■s:■:u rain :. 'a7: • - _Tn ..r ■■ -:91 n:: Beal ■11.'r -�■1:• �.�'i: _ :ta_ ei. ..I: ;� U ■� '- %' r■:- i:nl:::nr�ci■::-I�c ilii-e- -e:;.��:i'±' � �e ��` 1r r� I■■ Ill\\■■_ �,/1��r��lll�:1`P:na:•1_tc uu._I■herr•%11�I ,.�Ilr �r..JS = .:��:6. AGI r51' , � ., ■ ■ ■ ,■�Jrl■�1.���� illl a -. .--. -_�- _- -_•:.. iJ.=�11'..�■ �1z ���u,=,.1 . "8::'a WLS' - :fir::• .�, � ■ ■ ��■■■ . ■-1 •r:.- � rti:: __ �.� \ - - 'L•_�r 9e ':1::2 P.::;.. ISi` :ri■.. '-■ I ' ► CJI■+ �,I. •. II . 11 1 _ -�-u.�1 - - �_II:�4�i•=- � _ °���I�...._„ _ , _ - _ 11 1� q �■ ■.■■ � ■ ■ �� ir•'i. '.� 1_r_-'�o=p,•.i- - � I.QU,-`-• - -�iiiiii111ii•IL'IJllx•�'e � ■, 1 � -.I1. 1 �1 �� �9■■•;'- - -:e :II'=?"e==_E=- _� ��� ...ACL•■ ... ... � =11n• .,■..�\\l/,�■���r���, . ,.,.-__=--_- -71._:ili::1.:■-` _���,..�::_•' ry � .11111 : Iir•• •• r Ir • rr • - --':i■ •,■ !1■,•... rte:_•�=!!MC��'•K«-• •..■■■���i�� .■�� ■I w :==1nii.i�:y ••1:II■ '•i• �':■II��:i1in 11:11•i':1=u•.I..- N .`• .o•2..:..• \■■■■.■.fir•. /■I►�I • •• 11 • r 4•' n •1 • n•:I`voe NN ♦ `K'-'° ■ �` 1�` ■■l1. •�S ■.7\q■11111• �,.. `�it , I'11111 • '.:' ;n�■r1•:.liz r � .''. 1 ..► • � �..► Uo Q■1111 " /. ISS ellll'r�!11•r _ J.••1•N.i• K �� I ♦♦ ••.■�-�dl-■n1 • �- -��;� �•'1 �'�1�'�•1 i . �..:u�`•�°�.• � .y "'� � VIII ■ i.. ii ii ii i.�I-■� ,�� � /r�1 1 ;.; �� � � ,,..x..l. 1.%.,,,,: ,.,. �• 9111 _. •. _ I Small Rl . f/ L•/ ■;r L ■ _ S�.Iyti�aC...� .-L.'r=nr S. ��� \ �� � f•1�1�1 ii - � � . ��_�■LI■��i • • • •"6•�•,� � SLIP'7 ': :z-z: _�s..1_.F;i��{�,„'r'.'.�* $u11i13;' y= r • i o o�- ii iC C. �■LI■. y • • • .�, V •��`/y ti . �i1v ,I 1'iinli�l ''- or-_•:•�i." - �--i�-- .-.�.- 11■• 1 •• •�•„• • •.� ��•�., ��.� `_ u.:■1n� :e el ie'-_e`z:Jli:esS� ■ ■ •,�:•., ..r. ■ � � �� i .i �, ei°:a-: it nr "f • t ��_� ■ �i- :5tic raa'1 ,.: nl`. lh ��.2 S ...s _ � ,a:��ti_-i.=1z� - ,,\ ■� 1�■� .-.-...-..�..I ■%�� � 9,�.=.e'er\ � ' :ung �. -- �,2rr••A' / =°�G�::.. r \ ..� -- . ..... -,�1 N-� �IOI�■11 I♦ . •. -ll' All +aaS'ti•rL'S'►,'•° •rA a■^,:. yyp. ai' ■ 4 iii_-_... . •�/� Illili '9 •• •'j1��r C j a-r- .- �•' 'zl. -•�: -wl•''-�'z��•u��•:•.::: 1�, ■ E ■ ww :'••:•2 ME= ■■■ ��tr7 SiC■ `� �• •• � •'e'.a.";K+`�i1v. •�' //ILO �� p\ • II'f _ 1.■1t. .� ir.... :'£• ,� . 111 � u � /iuutl�p111 ►r..l Ill . 1��1� •,P;.,_ ` ro!r� 1 :cM£ :� ��..■■■■■ Zvi r.:_inr--�,1• t11 r u.� �:,._w .�_ 1►�' 11��� ■ , ■ . ■■■.�■.■■ �� \ .11••���i. ,Ij■LIQ :^-':I::Cn:'11=�'I ua ta;,aa :{_ \�►`� ■ ��`��� \� � ,�■� \��1�■►►:��►Il�i ijJ�� ��. •wa�_ -.minis:=. dn=: '�___ , ►.�/ / � �•� ►�� ■ �, ►� �.__. �� X11:11� r u■ ��' �� ► 1 s ....rr �_`III _IunI1C./ �•, _r.'�♦ �if(; i■ti�� �t.� ����� �� r � P5S 1 a •� _ -.• � � -r •_�.••9111 �e�n IIt��i�:.c��� _� ✓�.�rl�� �� ' e��_•8;1"s�1"�L-1:.':'�°� __ _ �1�—I� ri:e'ia'�:Lex-?<..4:a at c! -u�uxnr 11 � r • • 11 11 1 r . •1 11.1 • •• I •• 1 .:1 A B C D E F G H J K L M N 0 P SEE SHEET C2 NOTES: S _2 MATCHLINE STA A5+00 1. II� I ABANDON EXIST 4"W III g < I IN PLACE SEE CONNECTION D 1, G 3 SET C12 ( — - S 17A4 L14/,A� 0 / N /�.� F ' # f�v fAv /f+`/A Dv I� 00 S"D1 W 2 8"DI W 4 w. 6" � SW ATLANTA ST _ 3 - ' — – I — _ _ _ / \ —_ i NWN maps indicate a straight crossing -6"SC) CONC SDD— .�-+ — -- � of Atlanta St by this gas service. 7 L S - �• \ T-1 PLAN SCALE: 1"=40 6 335 335 330 330 z� w J m> 325 325 O O 320 - 320 Q av 4 V) tu 315 _ _ _ -- \`\ W w 315 Z w rr w J N 310 310 0 3 305 305 z N N 300 _ _ _ ___- 300 2 295 295 290 290 Al+OO A1+20 Al+40 Al+60 Al+80 A2+00 A2+20 A2+40 A2+60 A2+80 A3+00 A3+20 A3+40 A3+60 A3+80 A4+00 A4+20 A4+40 A4+60 A4+80 A5+00 PROFILE ' SCALE: 1"=40'HORIZ, 1"=10'VERT ONE Inca SW HAMPTON ST 12" UPGRADE (P-166) DATE 1124"20 Tualatin Valley Water District E7XXX uc it E AT 1AO x,u1= PROJECT N0. ""°'"" 013°' x"� & SW 69TH AVE 8" UPGRADE (P-164) ADLORbMYY murra smith ACCT. N0. CSX DRAwN: MBE DAM —r DEscren: ANB DATE: Y �� SW 89TH AVE PLAN&PROFILE sNEEr NO X OF X REV DESCRIPTION BY DATE CHK'O APPR CHECKED: ILA DATE: 1850 SW 17001 Ave.Beaverton,OR 97003 (503)848-3000 www.tvwd.org STA Al+00 TO STA A5+00 DWG NO. REVISIONS APMWD: LLA DATE: C1 G:\PDX-Projects\19\2680 - SW Hampton St and SW 69th Ave Upgrade\CAD\Working\DME\19-2680-OR-C-UTILdwg - 2/10/2020 11:04 AM - DME A B C D E F G H I J K L M N 0 P I NOTES: ABANDON EXIST 4"W IN PLACE �± G-6 - I- O I \ ter, — — — — — — �`__ - -- -- - ��— y — _ Q 'fl y� ff'/ff J ff-/ /hi/ H�1� Ff A%N off/ ISS )�f7 /ff/f/! — —4 W(ABAN7 — — _ jAf / F + 8 _._ AZ+DD---_ AgJ00 f� a u Q _ w W — —12°PVc 9D— — e— —& — �� SW 69TH AVE G i I + 55 a U 41 , - - - - — � - - SD_3 o - - - - - - � I � I PLAN SCALE: 1"=40' 5 310 310 a 4 305 Z 305 n> V 0 300 ____ __ _ ____ 300 Q — - --------------_ 295 t 295 =W N �� O 2 = 290 90 f 2 285 E 285 280 280 AS+20 A5+40 A5+60 A5+80 A6+00 A6+20 A6+40 A6+60 A6+80 A7+00 A7+20 A7+40 A7+60 A7+80 A8+00 A8+20 A8+40 A8+60 A8+80 A9+00 1 PROFILE SCALE: 1"=40'HORIZ, 1"=10'VERT °N�1"� SW HAMPTON ST 12" UPGRADE (P-166) DAA 'n4fZo INa A m� Tualatin Valley Water District PROJECT ND. E7XXX 'FWT ONE MBIDJDST SCNE ! ..r � & SW 69TH AVE 8" UPGRADE (P-164) ACCT. NO. 0p ADfA ADN NAM: MBE DAME: murraysm��h ` �� ,,, DESDNm: AN8 DAM SW 69TH AVE PLANA PROFILE SHEET N0. REV DESCRIPTION BY DATE CHK'D MPR WED ED: LLA DAM: STA AS+00 TO STA A9+00 X OF X REVISIONS APMR D: LL DAIS: WO Beaverton OR 97003 (503)84&3000 www.tvwd ng DWG No. C2 G.\PDX—Projects\19\2680 — SW Hampton St and SW 89th Ave Upgrade\CAD\Working\DME\19-2880—OR—C—UTILdwg — 2/10/2020 11:04 AM — DME A B C D E F G H I J K L M N 0 P NOTES: 1. - ABANDON EXIST 4"W Z IN PLACE O ZI T G=7 UJ� — — — — � — — — — — — — =—_— + /(y�j tfA7Y/fff�7 ff/ff/TSF/fF/ /1' h'f' ff/th fx� � o - T- - - - - -T - -OVHD —— OYHD-. —T r —T •—— - OVHD—— — —OVHD T I —T— _� I2 8D -� —� 2-Sp— �12.50- - 24'SD� �/ m p BAN).—� �.--+. I _ —�1t + { - B2+00 i �Y�'--f-A%Y 7//ff/7�7°': f�Y✓�Tff/ff/7Y ''� ru •w- —— —— —f� _B.w_ - 8„DI W8„DI W -SD— I m $ 11J w 7 W 69THAVE � - - 655— - - - - - -B-SS. - - - -��- - - z� -G -GG- — — —G— U r I - m Yi - O T-3 N .� PLAN SCALE: 1"=40' 5 300 300 0 z�I 4 f�I w, in> 295 u'., 295 290 290 ---_ 3 285 _ 285 280 280 2 275 275 270 270 81+00 B1+20 81+40 B1+60 B1+80 B2+00 B2+20 02+40 B2+60 B2+80 B3+00 63+20 B3+40 B3+60 83+80 B4+00 B4+20 B4+40 1 PROFILE SCALE: 1"=40'HORIZ,1"=30'VERT ONE lace SW HAMPTON ST 12” UPGRADE (P-166) DATE: Ina/zD °��1 Tualatin Valley Water District E:7� Drc iNE AT Du1 scwl:. PROJECT NO. f NOT 011E INRI•NEST SCALE 11 AaroNur«Ar $ SW 69TH AVE - murraysmifh �` ACCT. N O CppOCx DBArA+: MBE MM: DcscNm: arse DAM: SW 89TH AVE PLAN 8 PROFILE SHEET N0. XOFX REV DESCRIPTION JIBYDATE ECHKW'DdAPPR cleacm: LLA DAM: 1850 SW 170di Ave. BeavaM OR 97003 (503)848-3000 www.tvwd.org STA B1+00 TO STA B4+40 DWG NO. REVISIONS Awaa�,ty: LLA DAM: C3 G:\PDX_Projecla\19\2680 - SW HompWD St and SW 69th Ave Upgrade\CAD\Working\DME\19-2880-OR-C-UTLdwg - 2/10/2020 11:04 AM - DME A B C D E F G H I J K L M N 0 P U� NOTES: ABANDON EXIST 4"W IN PLACE 10 o ;A - ED U� ff/ff-/ H — — � M - O Wv/,S/�S fes'/ /f /!+%^Vff/fi yi f IH71 ff/ 77 v=i W aSo � lz•w� W 1Z_y \j� T SW 69TH AVE ~ HJ —6..55. \S i, _8..55 SS- w _ ,. _�J T^ ' —8..55 U P wl PLAN NO UTILTY CONFLICTS IDENTIFIED THIS SHEET 5 4 3 2 1 ONE INCH ' Tualatin Valle Water District 1124/20 SW HAMPTON ST 12" UPGRADE (P-166) DATE E7)= ME IN AT NLL Y E. V E7XXX IF NOT ONE REN ADAiSi SLUE r} ss PROJECT N0. ALLMIRGLY ! -� � & SW 69TH AVE 8 UPGRADE (P-164) ACCT. NO. Cxxxxx DRAM! MBE DALE: DEscwEn AA a DAIS: murraysml �� SW 69TH AVE PLAN momm x of x SHEEP N0. REV DESCRIPTION JHIDAT�E ICII"DAPPRICHECIRD: LLA DATE: 1850 SW 17001 Ave. Bcavertnn,OR 97003 (503)848-3000 www.tvwd.org DWG N0. �+ REVISIONS API LLA DATE: \.4 C:\PDX—Projects\19\2680 — SW Hampton St and SW 69th Ave Upgrade\CAD\Working\DME\19-2680—OR—C—UTILdwg — 2/10/2020 11:04 AM — DME A B C D E F G H I J K L M N 0 P NOTES: � I I I � a I Google Street View from July 2016 indicates �I S D 4 k I- I p1UG primary power crossing Hampton St here. 12-sol -0 I kD rz;.r o GVHD r O En �- vno- i - y° ovovn0= L -8•9s— — _ — 8'ss — 3 ?S� — -=8"SD— __ — — — — — — — — — 4 ——18••SM m i SW HAMPTON ST lI - i - - - - - - - - -_2W L _ - - -12.w- - - - - - - - - - - - - - — W" -T ——12•W'-— — — — 1z"Dt w Z . s^ss '� / /ff FH hl-.hY l�-/f-f/fi'�ffo"Mi/•#ff-ff/-H/f-/f-f/f/ff-/f�`/ff-/ff-/fi'-/f'I' /ff-/ On 24^SD — ——24"s0— --=z4 so - --- _.. ^ ,— -- - - - U --� T. a — D f �• i `,,., I �` - ABANDON EXIST 8"W — — — — 6 ■ T-5. 1 IN PLACE PLAN T-5 SCALE: 1"=40' P_3 T-5.2 s 270 270 4 265 265 z_ fw O n> O 260 - 260 U - U z - � U S ruu 255 255 Z w 250 - -_ _ - 250 Q � 2 245 245 240 240 C0+00 CO+20 CO+40 CO+60 CO+80 C1+00 C1+20 C1+40 C1+60 C1+80 C2+00 C2+20 C2+40 C2+60 C2+80 C3+00 1 PROFILE SCALE: 1"=40'HORIZ,1"=10'VERT DATE: ONE INCH • • • SW HAMPTON ST 12" UPGRADE (P-166) vz4a° °�---� Tualatin Valley Water District PROJECT NO. prr<INDI AT TAD SCNE E7XXJC IF N0T OIIE INCH ADJUST SCAIE 11 ACCpiDNCLY 8r SW 69TH AVE 8 UPGRADE (P-164) MAW: MBE DAM marraysm►7h ` �� �„ ' ACCT. NOO. cXoFX DESGNED: ANO CAM SW HAMPTON ST PLAN 8 PROFILE SHEET N0. REV DESCRIPTION B7 DATE CHK'D APPR caEacm: LLA DAM 1850 SW 1701h Ave.Beaverton,OR 97003 (503)848-3000 www.tvwd.org STA CO+00 TO STA C3+00 DWG NO. REVISIONS APPnoveD: LA CAM: C5 G:\PDX_Projects\19\2580 — SW Homptor St and SW 59th Ave Upgrode\CAD\Working\DME:\19-2880—DR—C—UTILdwg — 2/70/2020 11:04 AM — DME A B C D E F G H I J K L M N 0 P NOTES: T-5.3 1. 9 P-4 —o---o— -- — - -- o- rJ 00 t T L ___... - C6+110 12"DI IN C (n 8 — —OVIIO— — A,� 1z"ol W cs+oo SW 66 H AVE — w� — x f I ► �- _ - - _ _ - II FloLO ,„�—,�+��rfiE _ fan �y� ,�,� /, � F —1 "SO ABANDON EXIST 8"W IN PLACE MgTCHLINE STA C3+00 6 SEE SHEET CS PLAN SCALE: 1"=40' J 270 270 z 4 265 w 265 in> O u O 260 –_ 00 260 U --- — — U U) F — — — F u 3 N --- ---- -- in L;255 N lL ---- W N 255 wzI--�� Zw N J -- JN 250 _-- — _ F 250 2 245 245 240 240 C3+00 C3+20 C3+40 C3+60 C3+80 C4+00 C4+20 C4+40 C4+60 C4+80 CS+OO C5+20 C5+40 C5+60 C5+80 C6+00 C6+20 C6+40 C6+60 C6+80 C7+00 C7+20 C7+40 C7+60 C7+80 CB+00 1 PROFILE SCALE: 1"=40'HORIZ,1"=10'VERT DA E' orrR truce SW HAMPTON ST 12" UPGRADE (P-166) 724"20 °~ Tualatin Valley Water District E7� OK INLII Al NLL SOAK. PROJECT NO. IF NOT ONE INCH ADJJSi SCAK 11 ACCOR"Nay � & SW 69TH AVE 8 UP - ACCT. NO. CXXXXX DRAM; MSE DAM uscNm: ANB DATE: murraysmi ` ''� SW HAMPTON ST PLAN&PROFILE SHEET No. X OF X REV DESCRIPTION BY DATE CHK'D APPR NEatm: LLA DAM 1850 SW 1701h Ave. Beavewn,OR 97003 (503)848-3000 www.tvwd.org STA C3+00 TO STA8+00 DWG N0. REVISIONS AVPRDD: L-A DAMC.6 AE G:\PDX_Projeote\19\2660 — SW Hampton St and SW 69th Ave Upgrade\CAD\Working\DME\19-2680—OR—C—UTILdrg — 2/10/2020 11:09 AM — DME A 8 C D E F G H I J K L M N 0 P NOTES: T-8 S T-sSEE CONNECTION DET 1, V SILT C13 —IS•SD- _ tJ-- O +00 15"SDS _— + U T— — ' IV) 8 D Q _ F F -- --- c9+0o - — _ C10+oo - — - — —_ — ¢u u1+oo w to 2•DI 12"DI W c12+00 C33+ ru LU SW 66TH AVE 12"DI w v1= W — —T— DI z w= — -T— — — — — —T— — — — — —Q t — — —T— — — — — — — Z T— W U — - 2 yp - - - rL 7 �7b76V""f" 9r � /f7t/ U It/f2`/�`LtEA'�' /•ft trF'/-N-/-R1M'!-/t�7' e -- _ _��_ � T-7 —,�—— — E— — — — — — — — E— — — — — — — —E— — — —� — — 'E—— — —_- -E— — _ _— — — —E— .— — — — — ABANDON OM BeW T-9 G-11 M — � 6 G-1 0 PLAN SCALE: 1"=40' P-5 5 255 255 4 250 250 + 245 + r fn 245 N z U U - f� U Q > Q 3 240 240 w w'^ w .z. - zw 235 235 E -- _- 2 230 230 225 225 C8+00 C8+20 C8+40 C8+60 C8+80 C9+00 C9+20 C9+40 C9+60 C9+80 C10+00 C10+20 C10+40 C10+60 C10+80 C11+00 C11+20 C11+40 C11+60 C11+80 C12+00 C12+20 C12+40 C12+60 C12+80 C13+00 1 PROFILE SCALE: 1"=40'HORIZ, 1"=10'VERT D ONE INCH ' ' ' SW HAMPTON ST 12" UPGRADE (P-166) DATE. vz4/2o N4% Tualatin Valley Water Dlstnct PROJECT NO. EZXXX " °�'"a ADus sD.E & SW 69TH AVE 8" UPGRADE (P-164) ACCT. NO. aXXXXX DRAW MBE DAIS: murraysm��h ` �� �„ --� DESIGNER ANB DAM: � SW HAMPTON ST PLAN St PROFILE SHEEP N0. X OF X REV DESCRIPTION BY DATE CHKD APPR cwID<m: LLA DAm: 1850 SW 170th Ave. BmveRon,OR 97003 (503)848.3000 www.tvwd.org STA C8+00 TO STA C13+00 DWC NO. REVISIONS �DWD: LLA DAM C7 G:\PD71_Projeats\19\2680 — SW Homptan St and SW 69th Ave Upgrade\CAD\Working\DME\19-2680—OR—C—UTILdwg — 2/10/2020 11:04 AM — DME A B C D E F G H J K L M N 0 P NOTES: Google Street View indicate ELI-owned 1 9 (Zayo)UG in this alignment. SD-7 Google Street View indicate unknown UG comm in this alignment. SEE CONNECTION DET z, / SIiT C33 Who owns this comm pedestal?Google COI NECRON DET TO / o Street View indicate UG to the north. F0 W B w~ — — _ 1 T C i- r W N -- T _ T — W W PRIVATE DRIVE9''S5 W Z _ p- \ i_ — N+ 6 in J _ � " -7:- E I 7 /•7'-/ ry ff-/�'f-/ 'Y/—/�'y+/'/ /-/7�f/�-7T 1-H f9':M+ / - W'� — _ ,N, - C16+78 _ — — T-10 a _ 111111 _ _ _E �:. — �� - �eFws — B"W ' G _ S — �10•�` — 15'SD� �L — — �m ��� r i —� \ •r ,tea, N � — � r •y� m I�. I -- ABANDON EXIST 8"W i 6 4 - IN PLACE 'TSS S D-6 i= v �,► P-6 PLAN II i SCALE:1"=40' I ° F G-12 240 240 d 4 J E o 235 z _ 235 f w O O O U 230 - + - 230 Uru a 225 ---- zzs w -- - wZ -�--- a,_j 220 220 Q 2 f 215 215 210 210 C13+00 C13+20 C13+40 C13+60 C13+80 C14+00 C14+20 C14+40 C14+60 C14+80 C15+00 C15+20 C15+40 C15+60 C15+80 C16+00 C16+20 C16+40 C16+60 C16+80 C17+DO PROFILE SCALE: 1"=40'HORIZ,1"=10'VERT DALE: orrE INCH SW HAMPTON ST 12" UPGRADE (P-166) vz4iz0 Tualatin Valley Water District E7XXX OW INah AT AD scut: PROJECT N0. IF NOT ONE INCH AAM SCAIE " AaaaNDNav 8c SW 69TH AVE 8 UPGRA (P-1 —� � AccT. No. cxxxxx DRAM: MBE CAM murraysmirth '411W �� 11 SW HAMPTON ST PLAN a PROFILE DRAM: AN8 DAIS / SHEET NO. X OF X REV DESCRIPTION BY DATE CHICD APPR aHECIM LLA DAIS 1850 SW 170th Ave.Beevedo40R97003 (503)848-3000 www.tvwd.org STA C13+00 TO STA C15+30 DWG NO. REVISIONS ArPRDveu LLA I DATE CA8 G:\PDX_Pmjecte\19\2680 - SW Hampton St and SW 69th Ave Upgmde\CAD\Working\DME\19-2680-OR-C-LMLdwg - 2/10/2020 11:04 AM - DME