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PFI2020-00250 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT COMMUNITY DEVELOPMENT Permit#: PFI2020-00250 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 07/27/2020 TIGARD Parcel: SEG1180 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: TVWD PFI Project Description: Installation of 2,790 feet of new 12"water main in Tigard ROW Class of Work: FEES Description Date Amount Type 1 -Utilities(gas, electric, data) PFI Permit Fee 07/27/2020 $10,706.57 Total $10,706.57 Owner: REQUIRED INSPECTIONS Call 503-639-4175 for the IVR inspection request line or visit the City of PHONE: Tigard website at www.ticiard-or.gov to schedule inspections online. Contractor: PHONE: Applicant: SARAH ALTON 1850 SW 170TH AVE BEAVERTON, OR 97003 PHONE: 5038483000 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 appi 4 c -1 Issued By: lllllJJl V Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PFI2020-00250 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 initiatinganyconstruction activity, the applicant shall coordinate with the City's inspector, <Insert Name>at<Insert Y PP 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. 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 City of Tigard PFI#: 2020-00250 C ENGINEERING DEPARTMENT T>GARD Public Facilities Improvement (PFI) Permit PROJECT INFORMATION TYPE OF WORK Project name: SW Hampton St(P-166)&SW 69th Ave(P-164)Improvements El TYPE 1—Franchise Utility Work Installation of 2,790 feet of new 12"water main performed by NWN,PGE, or utility Brief description of project: agen cY in City of Tigard ROW. 0 TYPE 2—ROW Sidewalk/Driveway/Sewer Work performed for the purpose of: • Sidewalk installation or repair • Driveway approach installation and repair SITE INFORMATION • Sanitary sewer lateral installation and Various locations as identified on plans. main line tap Location (address if available): P CI TYPE 3—Full Scale Development Work SEG1180 performed with land use approval which includes any of the following • Subdivisions or Partitions APPLICANT INFORMATION • Street widening Name: Tualatin Valley Water District • Mainline installation for sanitary sewer, storm sewer, Tigard water, and Tigard Mailing address: 1850 SW 170th Ave water service area City/State: Beaverton, OR 97003 Zip: ❑ TYPE 4—Small Cell Technology Phone: 503-848-3000 ❑ TYPE 5—Tigard Triangle Email: sarah.alton@tvwd.org Phone: 503-848-3000 NOTE: Type 1 and 2 applications may be Contact name: Sarah Alton emailed to rowpermits@tigard-or.gov. Phone: 503-848-3000 Email: sarah.alton©tvwd.org CONTRACTOR INFORMATION 0 Same as applicant Name: Tualatin Valley Water District CCB Number: Mailing address: 1850 SW 170th Ave City/State: Beaverton, OR Zip: 97003 Phone: 503-848-3000 Email: sarah.alton@tvwd.org ENGINEER INFORMATION Name: Tualatin Valley Water District Mailing address: 1850 SW 170th Ave City/State: Beaverton, OR Zip: 97003 Phone: 503-848-3000 Email: sarah.alton@tvwd.org ADDITIONAL INFORMATION Estimated value of work is required(if over$5,000):$ 1,300,000.00 (within the public right-of-way) Is work related to a LAND USE DECISION? 0 Ycs ®No Case number: City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 1 of 4 APPLICANTS NOTE: Person specified as"Applicant"shall be designated"Pernuttee"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 arc 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. Sarah Alton 7/7/2020 Applicant's or authorized agent's signature Print name Date Sarah Alton 7/7/2020 Property owner's signature (if required) Print name Date STAFF USE ONLY Case No: PFI2020-00250 Permit fee: /0, 70 f7 Received by: MB Date: /y"° Approved by: 77"Z.1/ . Date: 7I27I2P20 Notified by: 11V Date: SI City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwu tgard-ozgov • 503-718-2421 • Page 2 of 4 DEVELOPMENT ENGINEERING FEES Public Facility Improvement(PFI)Permit: INITIAL PFI PERMIT FEE Part 1: Required submittal fee is 10%of the Net PH Permit Fee.See below for calculations.Minimum of$300. NET PFI PERMIT FEE Part 2: All non-water system improvements engineer's estimate X 7%(less the initial PM Permit Fee). WATER LINE CONSTRUCTION FEE Part 3: All public water system improvements engineer's estimate X 12%. FOR STAFF USE ONLY FOR STAFF USE ONLY TYPE 4: SMALL WIRELESS FACILITY TYPE 1—3: DETAILED SUBMITTAL CHECKLIST REQUIREMENTS Does applicant have a right-of-way license? ❑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): 0 Small Cell ❑Macro ❑ Street Name How many install sites are proposed as part of this permit ❑ Site ddress 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: 0 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.) ❑ 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 • wwwtigard-or.gov • 503-718-2421 • Page 3 of 4 fig' c `1. .. II. • f Edge of Pavement Streetbghf �-Ditch �'� •�• �• / A ./..1;a;'a Drain, .1•1:kii`t , i I • i T' P osrd"c wrr iE 1 '+1 1 �oEI EasUng House I ye ii Existing e • Driveway vi ifil I _ 1 4/14 il• ai I `-1 a 1 1 bi I I i p 1 c \ Existing Shop • Powerprle I -5 I a 1 95' IP AAA I I F,re Hydrant(FH) I I Scale- 1-=30' i I i I I I j I TYPE 1 AND TYPE 2: MINIUM SKETCH REQUIREMENTS (Put N/A if n„t applicable) North arrow Property lines&dimensions Existing utilities locations (sewer,storm,water) Street&street names All existing structures Proposed work Existing curb or edge of pavement Utility&street light poles Existing S/W or D/W apron Slope of property Trees City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-otgov • 503-718-2421 • Page 4 of 4 PFI fees based on 2,790 feet of work in City of Tigard ROW ITEM U Description Unit Quantity Unit Price Total Aligments A&B 1 Trench Backfill CY 276 $35 $9,660 2 Remove and Replace Concrete Curb LF 13 $40 $520 3 Remove and Replace Concrete Sidewalk SY 10 $108 $1,080 4 AC TON 150 $180 $27,000 5 Striping SY 5 $60 $300 6 Miscellaneous Surface Restoration LS 1 $5,000 $5,000 SUBTOTAL $43,560 Aligments C,D,E,and F 7 Trench Backfill CY 596 $35 $20,860 8 Remove and Replace Concrete Curb LF 32 $40 $1,280 9 Remove and Replace Concrete Sidewalk SY 32 $108 $3,456 10 AC TON 174 $180 $31,320 11 Striping SY 20 $60 $1,200 12 Miscellaneous Surface Restoration LS 1 $4,380 $4,380 SUBTOTAL $62,496 13 Erosion Control LS 1 $6,225 $6,225 14 Temporary Traffic Control LS 1 $40,670 $40,670 SUBTOTAL $46,895.00 PFI fee 7% $152,951.00 $10,706.57 SW HAMPTON ST 12 " UPGRADE ( P- 166 ) & SW 69TH AVE 12 " UPGRADE ( P- 164 ) JULY 2020 VOLUME 2 of 2 INDEX OF DRAWINGS ,/ / �_I_i �i �1n'�_?I�„■�1�A,GNNENTA �n GENERAL _ z i. Ili..��,Ir �E=sc1 -=: I GI COVER VICINITYHEET,INDEX OF ANO LOCATION MAPS v II Tel A11 I Ms Ia RED . • 2 G2 SYMBOLS AND LEGEND 'J ��i"'1 r.II, ^T ^� ,�1.1.■/1�■�1 3 G3 ABBREVIATIONS ' I VORTLANU ► Imo,w°-E'3 9T ■ .G 0 W GENERAL NOTES -r S ! W�„r :' 1G A� •�JI EROSION EL SEDIMENT CONTROL - • +• �/ I�SEEEGIMEFrt e, -�I.III',,I'E� El--to,'"•11 5 ECl EROSION&SEDIMENT CONTROL PLAN,ALIGNMENT Ir V BIR6C3 IT1-E E /// ._ 1174 6 EC1 EROSION 85EDIMENT CONTROL PLAN,ALIGNMENT ABB \ iM' a TO C`-II mini.,. sr.cNr*wT , El Pf; ] K3 EROSION 85ED]MFNT CONTROL MAN,ALIGNNEMBBC .�' ��E •I■�� r- B EC9 EROSION B SEDIMENT CONTROL MAN,ALIGNMENTC ` w uATMPpTx sr AAAlw.TN � 9 KS EROSION 8 SEDIMENT CONTROL PLAN.ALIGNMENT D i _ ��-"' -, E` e 10 K6 EROSION•8 SEDIMENT CONTROL PLAN,ALIGNMENT E 8 F ' - .MI♦ n II K] ms STANDARD DETADs ...1 ` , _ �11,.... r—� , MI.I it ;� , �� _ . rTZ▪ TRAFFIC CONTROL •EOEIp-, L: TCl TRAFFIC CONTROL pun,ALIGNMENT II '>}y ALIGNMENT D, ,"..®,.. IIF E ILL �ri D 13 TC2 TRAFFIC CONTROL PLAN,ALIGNMENT A 8 B I 14 TO TRAFFIC CONTROL PLAN,ALIGNMENT C,O&E \ PROJECT SEE SHIN C•1O , 15 TU PEDESTRIAN TRAFFIC CONTROL MN TIGMD ¢ LOCATION t' TO Cell ��,,,��■ +hL16NNENTG, 16 TCS TRAFFIC CONTROL DETAILS a� N • W O GNTS C 6 �GmO�•�• 1. O}CI-9117 Cl KEY MAP ,l• , SwHWIaFII11�•'11i18 C2 SW 69TH AVE PLAN L� IT LANE OSWEGO �. ��, �1 g 22 CS SW 22 CCSS SW 69TH AVE SMT X SI R PROFILE, STA 51366 20 W STA 08.00 0 0_ . N�T , \ /- •ALIIIGNMENT • l= ', �� 1 11111 51�ill ; 19 C3 SW 69TH AVE PLAN&FROFILE.STAAIhW TO STAMHO 21 SW 69711 AVE SW HAM TON LE, TA EE SHT .� 29 O SW HMIPION ST MAN BPROFIlE,5T1 GTMO TO STA C7+60 Ill I • M��4�I 25 C9 SW HAMPTON ST MJW a PROFILE,STA C]+60 TO STA C12+60 'III ALIONMENT F,BEE SNT[-1J e 26 C10 SW HAMPTON ST MM B PROFILE,STA C12+60 TO STA C35+19 I \� '�2] C31 SW HAMPTON ST PLAN B PROFILE,STA D1+0B TO STA d+00 r r — �r �:='�!H,��L,%� , - 38 C12 SW HAMPTON ST MAN 8 PROFILE,STA C9+W TO STA D6+00 1 r 1 ` \'III nulllll.-J.IIf+,I,■� � :' 29 C13 SW HAMPTON ST PLAN 8 PROFILE,STA EI+00 TO STA E3+81 111 go i31 C35 CONNECTION DETAILS AN 8 PROFILE,STA F1+00 TO STA F3+91 32 C16 ♦ AD STANDARD DETAILS-1 33 C13 TVWD STANDARD DETAILS-2 30 C16 TVWO STANDARD DETAILS-3 T 35 C39 TVWD STANDARD DETAILS-+ VICINITY MAP LOCATION MAP 31 36 CEO CATHODIC PROTECTION DETAILS-1 i37 C21 CATHODIC PROTECTION DETAILS-2 SCALE:1-•1000' SCALE:1•-150a i rA�'R3a TVWD PROTECT NUMBER �� TUALATIN VALLEY ` WDCONACT;SARANATON-(9)1)33)f309 ATTENTIDN:OREGON REGONUEOVIRB THE COMPACTORTOTOU.OWTNERULES SWHAMPTONST1x•UPGRADE; murraysmi h ` AO PEO0 HE ORE NUN xDN5 SA ER OSER ES ARE SE PROJECTNUMBER-E61B6 y EMERGENCY CONTACT:0031698.3000 (`/� FORTH IN OAR 952-001-OO10 THROUGH OAR 952-001-a090.THE CONTRACTOR MAY ACCT.NUMBER-C12653 S WATER DISTRICT ` OBTAINCOPIESOFTHERULESBYGWNGTHEUTILITYNOTIFICATIONCENTER. SW69THAVE8•UPGRADE: BB8SW 3TH AVENUE,SUITE 11]0 (NOTE:THE TELEPHONE NUMBER FOR THE OREGON VTIIRV NOTIPCATION CPNTER ACCT.NT MBER- -EBB9 FORTIAND,OREGON 9)x09 R"ew Call bBIOW. 1G 503.3A6�6699.) ACCT.NUMBER-C12659 P 303225.9010 CIIII LwknTw,6lE9 2680 La 1 A I a I D I L I = I G I H I I I d I H I L I u I N I 0 I V I PIPE &FITTING SYMBOLS VALVE SYMBOLS TOPOGRAPHIC LEGEND PLANT SCHEMATIC PLANT SCHEMATIC EXISTING PROPOSED 6 I I WELDED 101NT N —41-- BUTTERFLY VALVE WATERLINE --IOW - T01 W 9 ELECTRICITY E E I, I d II FLANGEDIOINT '� GAS -4°O —4'G� GATE VALVE TELEPHONE/TELEMETRY -T T a a 4 0 GROOVED END JOINT �x ` CABLE TEL --CAN-- —GNP '1`rMl_°I IG GLOBE VALVE - MECHANICAL_JOIN SANITARY SEWER LINE -855-- �655 - 1 MECH � 3 BALL VALVE SANITARY SEWER FORCE MAIN --6YM 6'FN PUSH-ON 101M(RUBBER GASKET) STORMDRAIN =TH5D= ISB 9 RQ/'[6�,, CULVERT -1I'D—'- —� BANGED COUPLING ADAPTER `�6PY' —0— BALANCING VALVE ABANDON PIPE f IL tf-l-. - 1 v PLUGVALVE(TOP) DRAINAGE DITCH - - MEAD 00 DOUBLE BAIL FUMBLE EXTENSION COUPLING 10 I� PARBWIRE FENCE J( � DO t FLEXIBLE COUPLING W/THRUST RING CI VI t--/Y -601- PLUG VALVE(SIDE) CHAIN LINK ROME -0-0— 0 0 TEMPORARY SILT FENCE Cid DI 90°BEND UP GUARDRAIL n n n n n n T 7 C 3.WAY PLUG NAM d 90°BEND GOWN R°CK WALL ^, OIEIX VALVE TREE/BUSH LINE l 1 V- 1 1:O.Ili SI TEE UP I° . - �`- CENTERLINE 'I_II\VI-_Y SWING CHECK VALVE IDI TEE DOWN EASEMENT/MOMENT/LINE (0=1 L_M`-I -MO- DOUBLE CHECK ASSEMBLY RIGHT-OF-WAY 5 e 31 IBA LATERAL VP 1=.W - BALL SWING CHECK EDGE OF PAVEMENT/AC --- LATERAL —IN— EDGE OF GRAVEL Ir---II SILENT CHECK VALVE �� I ' ( -01 CONCENTRIC REDUCER �pY_ SIDEWALK SAV Aw 1`rI 4q PRESSURE REDUCING VALVE I I i —Al-- ECCENTRIC REDUCER �o6= CONTOSTRUCUR OR FACILITY I I I I 5 ter- ALTITUDE CONTROL VALVE CONTOUR MINOR - - - ...- -1II— UNION T CONTOUR MAJOR .- S°0 - �300 I Q —4 BLIND FLANGE I(�1� (] SOLENOID VALVE MANHOLE 0 0 - CP CLEAN-OUT 0 0 11 L LI CAP I RELIEF VALVE CATCH BASIN/FIELD INLET C 1 A tl LONG SLEEVE THRUST BLOCK p • ) ' J NEEDLE VALVE VALVE C • > i ' ' ��- FLEXIBLE COUPLING �� HOSE VALVE MR INJECTION ASSEMBLY rl FITTING(/5^) 00 REDUCED PRESSURE BACRFLOW a0W-OW ASSEMBLY -and ... 3 PREVFNTPR W/GATE VALVES AIR RELEASE ASSEMBLY I—01 14 SECTION AND DETAIL DESIGNATIONS or- HOSE BIBS FIRE HYDRANT ASSEMBLY XI SECTION DESIGNATIONS DETAIL DESIGNATIONS MISCELLANEOUS PIPING SYMBOLS WATER METER P SI PULL BOX/JUNCTION BOX -0- SECTION LETTER L DESIGNATION 1n4 STRAINER UTILITY POLE -0- ® SIGHT GLASS GUY WIRE F SHEET WHERE SECTION DETAIL LIGHT POST 0 2 IS SHOWN- !- NUMBER DETAIL PRESSURE GAUGE W/COCK MAILBOX 1 CST} SECTION LETTER SCALE: SECTION �IGNATION SHEET FROM WHICHPRESSURE swamW/COCK slGx �A — SCALE. DETAIL 15 TAKEN• PPP BENCHMARK • A I SHEET FROM WMICN O METER TREE DECIDUOUS '.A° / 'DRL'Opl\/•R SECTION IS TAKER' SP 5L1PON]DIM PIPE TREE CONIFEROUSP V8 VV� 1 •NOTE:IF PLAN AND SECTION FOR DETAIL CALL-OUT AND DETAIL ME SHOWN ON THE O TREE TO BE REMOVED IV SAME DRAWING,DRAWING NUMBER 1S REPLACED WITH A DASH. 0. RESTRAINED JOINTPIPE SURFACE ELEVATION 176.63 6176.E3 /I1-"-21 ONE IF SW HAMPTON ST 12"UPGRADE(P-166) pNG Tn20 &SW 69TH AVE 12"UPGRADE(P-164) a GI TUALATIN VALLEY C12964 axonal Om aart ii murraysmith /` r WATER DISTRICT SHEETxD YDF ST REv DESONPlOH BY DATE OMB FEPR ovary. LLA PE SYMBOLS AND LEGEND REVISIONS o.VA o• _ c P NO. G2 \Dx_PraYn1\EDRU'MOO-SW Hampton St and SW 6Ptn Al.M UESI*\C \S e CAD -T/111010 4]T PM-LEACONORS A I B I C I D I E I F I G I H I I I J I K I L I IA I N I 0 I P 0 AT CLR CLEAR FLL FLOW LINE AASHTO AMERICAN ASSOCIATION OF STATE CLSM CONTROLLED LOW STRENGTH FLIT FLOOR KPL KICK PLATE PREP PREPARATION TB THRUST BLOCK HIGHWAY&TRANSPORTATION MATERIAL FM FORCE MAIN KVA KILOVOLTAMPERE PRESS PRESSURE TBM TEMPORARY BENCHMARK OFFICIALS CUP CORRUGATED METAL PIPE FO FIBER OPTIC KW KILOWATT PRKG PARKING IC TOP OF CONCRETE/TOP OF CURB AB ANCHOR BOLT CMU CONCRETE MASONRY UNIT FOC FACE OF CONCRETE KWY KEYWAY PROP PROPERTY/PROPOSED TDH TOTAL DYNAMIC HEAD 9 ABOARD) ABAIIDON(ED) CND CONDUIT FOF FACE OF FINISH PRV PRESSURE REDUCING VALVE TEMP TEMPERATURE/TEMPORARY AN NN ASS ACRYLONITRILEBUTADIENE CO CLEOUT FOP FACE OF MASONRY L LENGTH OF CURVE PS PUMP STATION TNG TONGUE STYRENE COL COLUMN FOS FACE OF STUDS LAB LABORATORY PSIG POUNDS PER SQUARE INCH GAGE THIS THICKNESS ABV ABOVE COMB COMBINATION FPM FEET PER MINUTE LAV LAVATORY PSI PIPE SLEEVE THEO THREAD(ED) AC ASPHALTIC CONCRETE CONC CONCRETE FPS FEET PER SECOND LB POUND PSPT PIPE SUPPORT THRU THROUGH — ACP ASPHALTIC CONCRETE PAVING CONN CONNECTION FRP FIBERGLASS REINFORCED PLASTIC LF LINEAR FOOT PT POINT OF TANGENCY 7 TEST PIT/TOP OF PAVEMENT/ AD) ADJUSTABLE CONSI CONSTRUCTION FT FEET/FOOT LIN UNEAL/LINEAR PTVC POINT OF TANGENCY ON VERTICAL TURNING POINT ADJC ADJACENT CONY CONTINUOUS/CONTINUATION FIG FOOTING LEI LANE CURVE TRANS TRANSITION/TRANSMISSION AFF ABOVE FINISHED FLOOR CONTR CONTRACT(OR) FUT FUTURE LOC LOCATION AV PLUG VALVE TSP TRI-SODIUM PHOSPHATE AFG ABOVE FINISHED GRADE COORD COORDINATE FXTR FIXTURE LONG IDNGI1UOINAL PVC POLYVINYL CHLORIDE TST TOP OF STEEL B AMR ANCHOR COP COPPER LP LOW PRESSURE PUNT PAVEMENT MN TOP OF WALL AL ALUMINUM CORP CORPORATION G GAS LPT LOW POINT PWR POWER TIP TYPICAL ALT ALTERNATE CORR CORRUGATED GA GAUGE LAG LARGE AMP AMPERE CP CONTROL POINT WY GALLON LS LONG SLEEVE/LUMP SUM QTY QUANTITY UG UNDERGROUND ANSI AMERICAN NATIONAL STANDARDS CPLG COUPLING DALV GALVANIZED LT LEFT UH UNIT HEATER — INSTITUTE CPVC CHLORINATED POLYVINYL CHLORIDE GC GROOVED COUPLING LVL LEVEL RAD RADIUS UN UNION APPROS APPROXIMATE CR CRUSHED ROCK GRA GROOVED FLANGE ADOPTER LWL LOW WATER LINE RC REINFORCED CONCRETE VON UNLESS OTHERWISE NOTED APPVD APPROVED CS COMBINED SEWER GI GALVANIZED IRON RCP REINFORCED CONCRETE PIPE USGS UNITED STATES GEOLOGIC SURVEY APWA AMERICAN PUBLIC WORKS TSP CONCRETE SEWER PIPE GIP GALVANIZED IRON PIPE MA MANUAL RD ROAD/ROOF DRAIN 7 ASSOCIATION CT COURT W GRIP JOINT MATL MATERIAL RDCR REDUCER V VENT/VOLT ARCH ARCHITECTURAL CTR CENTER GL GLASS MAX MAXIMUM REF REFERENCE VAC VACUUM ARV AIR RELEASE VALVE CU CUBIC GLV GLOBE VALVE MCC MOTOR CONTROL CENTER REINF REINFORCECOKINGI(MENTI VB VACUUM BREAKER ASCE AMERICAN SOCIETY OF CIVIL NLV CULVERT END GROUND MCP MASTER CONTROL PANEL ROTE REQUIRED SHOT VALVE BOK ENGINEERS CV CONTROL VALVE GPO GALLONS PER DAY PIECE MECHANICAL RESTR RESTRAINED VC VERTICAL CURVE ASSN ASSOCIATION CW CLOCKWISE/COLD WATER GPH GALLONS PER HOUR MET METAL RFCA RESTRADNED FLANGE COUPLING VERT VERTICAL — ASSY ASSEMBLY CY CUBIC YARDS GPM GALLONS PER MINUTE MFR MANUFACTURER ADAPTER VFD VARIABLE FREQUENCY DRIVE AS I AMERICAN SOCIETY FOR TESTING CYL CYLINDER LOCK GAS GALLONS PER SECOND MGD MILLION GALLONS PER DAY RM ROOM VOL VOLUME &MATERIALS GA GRADE MH MANHOLE RN) ROUND vCP VITRIFIED CLAY PIPE ATM ATMOSPHERE 0 DRAIN GR VJ GRADE LINE MIN MINIMUM RO ROUGH OPENING VTR VENT THROUGH ROOF 6 AUTO AUTOMATIC DC DIRECT CURRENT GRTG GRATING MIPT MALE IRON PIPE THREAD ROW OR RIGHT-OF-WAY NIX AUXILIARY DER DEFLECTION GV GATE VALVE RISC MISCELLANEOUS VW W WATER AVE AVENUE DET DETAIL GRVL GRAVEL MI MECHANICAL JOINT RPM REDUCED PRESSURE BACKFLOW W/ WITH AVG AVERAGE DI DUCTILE IRON GIP GYPSUM MON MONUMENT/MONOLITHIC PREVENTION DEVICE W/O WITHOUT AWWA AMERICAN WATER WORKS DA DIAMETER MOT MOTOR RPM REVOLUTIONS PER MINUTE W/W WALL TO WALL ASSOCIATION DIM DIMENSION HB HOSE BIBB MP MILEPOST RR RAILROAD WO WOOD — DIR DIRECTION EC HOLLOW CORE MSL MEAN SEAL LEVEL RST REINFORCED STEEL WF WIDE FLANGE B&S BELL&SPIGOT DIST DISTANCE HOPE HIGH DENSITY POLYETHYLENE MTD MOUNTED RT RIGHT WH WATER HEATER BC BOLT CIRCLE DN DOWN MDR HEATER WI WROUGHT IRON BD BOARD DR DRIVE HOWE HARDWARE NA NOT APPLICABLE SALA SALVAGE WM WATER METER 5 BETW BETWEEN DS DOWNSPOUT NOR HANGER NC NORMALLY CLOSED SA SANITARY WP WORKING POINT/WATERPROOFING BF BOTH FACE DING DRAWING HGT HEIGHT NF NEM FACE SC SOLID CORE WS WATER SERVICE BED BACKFLOW PREVENTION DEVICE DWL DOWEL HH HANDHOLD NIC NOT IN CONTRACT SCHED SCHEDULE WT WEIGHT BFRL BACKFILL DWV DRAIN WASTE AND VENT HM HOLLOW METAL NO/NO. NORMALLY OPEN/NUMBER SD STORM DRAIN MP WATER TREATMENT PLANT BFV MITTERFLY VALVE OM DRIVEWAY HNDRL HANDRAIL NOM NOMINAL SDL SADDLE WTRT WATERTIGHT — BHP BRAKE HORSEPOWER HOA HAND-OFF-AUTO/HOMEOWNERS NORM NORMAL SDR STANDARD DIMENSION RATIO WWF WELDED WIRE FABRIC ERGO BACKGROUND EA EACH ASSOCIATION NRS NON-RISING STEM SECT SECTION WWTF WASTEWATER TREATMENT FACILITY BLDG BUILDING ECC ECCENTRIC HOR HAND-OFF-REMOTE NTS NOT TO SCALE BHLDR SHOULDER WWTP WASTEWATER TREATMENT PLANT BLK BLOCK EF EACH FACE HORIZ HORIZONTAL SIC SHEET BLVD BOULEVARD EL ELEVATION HP HIGH PRESSURE/HORSEPOWER 0 TOO OUT TO OUT SIM SIMILAR X SECT CROSS SECTION 4 BM BENCHMARK/BEAM ELB ELBOW HAG HIGH PRESSURE GAS OC ON CENTER STA SLOPE XFMR TRANSFORMER SNP BEST MANAGEMENT PRACTICES E OR ELEC ELECTRICAL HAT HIGH POINT OD OUTSIDE DIAMETER SLV SLEEVE BO BLOWOFF ENCL ENCLOSURE ER HOUR ODOT OREGON DEPARTMENT OF SOLI SOLUTION SD YARD DRAIN/YARD BOC BACK OF CURB EOP EDGE OF PAVEMENT HSB HIGH STRENGTH BOLT TRANSPORTATION SP SOIL PIPE/SEWER PIPE OH YARD HYDRANT BS BOTH SIDES EQ EQUAL N✓ HOSE VALVE OF OVERFLOW/OUTSIDE FACE SPCA SPECIAL YR YEAR — BSMT BASEMENT EQL SP EQUALLY SPACED H✓AC HEATING,VENTILATION,AIR OPNG OPENING SPEC(S) SPECIFICATION(S) BTF BOTTOM FACE EQUIP EQUIPMENT CONDITIONING OPP OPPOSITE SPCA SPACING LN ZINC BTU BRITISH THERMAL UNIT EW EACH WAY HWL HIGH WATER LINE GRID ORIGINAL SAL SPOOL BV BALL VALVE EXC EXCAVATE HWY HIGHWAY OVND OVERHEAD SART SUPPORT BW BOTH WAYS EXIST EXISTING HOD HYDRANT SQ SQUARE 3 EYE EXPANSION HYDR HYDRAULIC MD PROCESS&INSTRUMENTATION SQ FT SQUARE FOOT C CELSIUS EXP BT EXPANSION BOLT DIAGRAM SQ IN SQUARE INCH C TO C CENTER TO CENTER EKE IT EXPANSION JOINT INC INSTRUMENTATION&CONTROL PC POINT OF CURVE SQ YD SQUARE YARD CARV COMBINATION AIR RELEASE VALVE EXT EXTERIOR INV IN ACCORDANCE WITH DCC POINT OF COMPOUND CURVE SS SANITARY SEWER CATV CABLE TELEVISION ID INSIDE DIAMETER PCVC POINT OF CURVATURE ON VERTICAL 55T STAINLESS STEEL — CB CATCH BASIN F FAHRENHEIT IS INVERT ELEVATION CURVE Sr STREET CCP CONCRETE CYLINDER PIPE F TO F FACE TO FACE IF INSIDE FACE PE PLAIN END STA STATION CCW COUNTER CLOCKWISE FAB FABRICATE IMPVT IMPROVEMENT PERF PERFORATED STD STANDARD CAM CUBIC FEET PER MINUTE FB FLAT BAR IN INCH PERM PERMANENT STL STEEL Cis CUBIC FEET PER SECOND FCA FLANGED COUPLING ADAPTER INCC INCLUDE(D)(ING) PYRE PERPENDICULAR STOR STORAGE 2 CHAN CHANNEL FCC FLOORCLFANOUT INAL INFLUENT PG PRESSURE GAUGE STR STRAIGHT CHEM CHEMICAL FD FLOOR DRAIN IN) INJECTION PH PIPE HANGER STRUCT STRUCTURE/STRUCTURAL -^Cn P.I CHFR CHAMFER FON FOUNDATION INSTL INSTALLATION/INSTALL PI POINT OF INTERSECTION SUBMG SUBMERGED YJ` CHKV CHECK VALVE FEAR FIRE EXTINGUISHER INSUL INSULATION PNC POINT OF INTERSECTION ON BUTT SUCTION WGr:0'NgE S CI CAST IRON FF FM FACE INTER INTERCEPTOR VERTICAL CURVE XV SOLENOID VALVE T — CIA CAST IRON PIPE FGL FIBERGLASS INTR INTERIOR PL PROPERTY LINE/PATE/PLASTIC Shy SIDEWALK / U CIPC CAST IN PLACE CONCRETE M FIRE HYDRANT INV INVERT ALBG PLUMBING SWD SIDEWATER DEPTH �� 'N., LISP CAST IRON SOIL PIPE FIN FINISH IP ANON PIPE PNL PANEL SWGR SWITCH GEM OiEGOI^ CI CONSTRUCTION JOINT FIAT FEMALE IRON PIPE THREAD IPT IRON PIPE THREAD POT POINT OF CURVATURE SYI1 SYMMETRICAL 4 CL CENTER LINE FRG FITTING IR IRON _ROD POLY POLYETHYLENE SYS SYSTEM 0' 1 CLZ CHLORINE FL FLOOR LINE IRRIG IRRIGATION POT POINT OF TANGENCY CLG CEILING FLEX FLEXIBLE PP POWER POLE TOR TEL TELEPHONE CU CONTROL JOINT FIG FIJWGE IT JOINT ARC POINT OF REVERSE CURVATURE T&B TOP&BOTTOM IUNC JUNCTION PRCST PRECAST TAN TANGENCY BEE j2-3/'11 ONE RIM SW HAMPTON ST 12" UPGRADE(P-166) THIN &SW 69TH AVE 12" UPGRADE (P-164) C12BBT DMAP AI O murraysmith` TUALAD I S VALLEY9 K� R"' WATER DISTRICT REV DESCRIPTION BY Slit WKD AGAR MAIM. uA R ' OF 37 y ABBREVIATIONS 6XEL1 N0. o ILA NOT DPO NO G3 REVISIONS &:\MIX PTo)a4\IS\3MO-SW Samples St W ER ICU Ns UPPNE\C/D\9wRN\19-NPD-RR-O.Gq-T/i A IT PR-LLICWARS • A I B 1 C I D I E I F I G 1 H I I I I K I L I M I M I U I GENERAL NOTES 1.TUALATIN VALLEY WATER DISTRICT HAS OBTAINED ALL NECESSARY LOCAL COUNTY,STATE,AND UTILITY CONSTRUCTION 22.ALL PIPING SHALL HARE A MINIMUM OF 3 FEET OF COVER FROM TOP OF PIPE TO STREET GRADE OR OTHER FINISH GRADE, O PERMITS.CONTRACTOR SHALL CONTACT EACH PERMITTING AGENCY AT LEAST TWO(2)BUSINESS DAYS PRIOR TO STARTING WORK UNLESS OTHERWISE SHOWN OR APPROVED BY ENGINEER. AND SHALL BE RESPONSIBLE FOR COMPLYING WITH AU.PERMIT REQUIREMENTS. 23.ALL EXISTING PIPE.VALVES AND FITTINGS THAT SHALL BE ABANDONED IN PLACE SHALL BE SEALED WITH GROUT AND CAMEL 2.THE LOCATIONS OF AU.EXISTING UNDERGROUND FACILITIES SHOWN ON THE PLANS ARE BASED ON A FIELD SURVEY AND OR PLUGGED AS REQUIRED AND DIRECTED BY THE ENGINEER.GROUT PLUGS SHALL BE WATER TIGHT AND EXTEND 12 INCHES INTO INFORMATION SUPPLIED BY UTILITY COMPANIES.LOCATIONS ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE.THE PIPES.DUCTILE IRON CAPS OR PLUGS SHALL BE RESTRAINED.FOR ABANDONED VALVES,REMOVE ALL VALVE BOXES AND KEEP CONTRACTOR SHALL VERIFY LOCATIONS,ELEVATIONS,TYPE AND SIZES OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTING NEW RISERS IN PLACE.FILL VOID WITH COMPACTED CRUSHED ROIX.ALL RESULTING TRENCHES BENEATH PAVEMENTS,SIDEWALKS,OR • PIPING/CONDUITS AND SHALL ADJUST NEW PIPING/CONDUITS AS REQUIRED.CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY STRUCTURES SHALL BE BACXFlLLEO AND COMPACTED WITH GRANULAR MATERIAL AS SPECIFIED.TRENCHES IN OTHER AREAS SHALL OF ANY CONFLICTS NOT SHOWN ON THE PLANS AND SHALL KEEP EXISTING UTILITIES IN SERVICE MID PROTECT THEM DURING BE BACXFlLIED AND COMPACTED WITH SELECT NATIVE MATERIAL 1 CONSTRUCTION.WHERE INTERRUPTION OF EXISTING FACILITIES IS REQUIRED,CONTRACTOR SHALL PROVIDE 22 HOUR NOTICE TO ENGINEER AND THE AFFECTED UTILITY.CONTRACTOR SHALL ARRANGE FOR THE RELOCATION OF ANY FACILITIES OR UTRTTES IN 24.AT THE END OF EACH WORK DAY ALL OPEN TRENCHES SHALL BE BAIXFlLLED AND ALL TRENCHES WITHIN STREETS SHALL BE CONFLICT WITH THE PROPOSED CONSTRUCTION. TEMPORARILY PAVED OR AC COLD PATCHED TO THE SATISFACTION OF THE ENGINEER.THE USE OF STEEL SHEETS ANY BE APPROVED 8 BY ENGINEER AND PERMITTING AGENCY ON A CASEBY.CASE BASIS. 3,SUBGRADE CONDITION FOR PLACEMENT OF UTILITIES AND ROADWAY BASE SHALL BE APPROVED BY ENGINEER PRIOR TO INSTALLATION OF WORK. 25.CONTRACTOR SHALL COMPLY WITH AU.OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY(DEG)AND CLEAN WATER SERVICES (CAS)REQUIREMENTS IN THE DISPOSAL OF SUPER CHLORINATED WATER.SEE TECHNICAL SPECIFICATIONS. A.THE CONTRACTOR SHALL POTHOLE AND VERIFY LOCATIONS,ELEVATIONS,TIES AND SIZES OF EXIST UTILITIES PRIOR TO — CONSTRUCTING NEW PIPING AND SHALL NOTIFY ENGINEER A MINIMUM OF]2 HOURS IN ADVANCE OF NEED TO ADJUST PIPING 26.CONTRACTOR SHALL PROVIDE TEMPORARY TAPS.TEMPORARY CONNECTIONS,BLOWOFFS AND THRUST RESTRAINTS AS INSTALLATION ACCORDINGLY.POTHOLING AND TRENCH EXCAVATION SHALL SUFFICIENTLY PRECEDE LAYING OF PIP!TO ALLOW REQUIRED TO FACILITATE FLUSHING,TESTING AND DISINFECTION OF WATERLINES. REQUIRED ELEVATION AND ALIGNMENT ADJUSTMENTS TO BE ACCOMPLISHED WITHOUT REWORK.ADIUSTMENTS SHALL BE EXPECT® WLW/.CLEANWATERSELWCES.ORWPOR-BUSINESS-INDUSTRY/WASTE-PREVENTION-D,SPOSAUTFMPORARY.SANITARY.DISCNA0.GES/ AND CONSIDERED INCIDENTAL.NO ADDITIONAL PAYMENT SHALL BE MADE FOR REWORK AND DELAYS RESULTING FROM FAILURE TO POTHOLE FOR UTILITIES SUFFICIENTLY IN ADVANCE OF WORK. 27.CONNECTIONS TO EXISTING WATERLINES MAY REQUIRE TEMPORARY SHUTDOWNS OF EXISTING FACILITIES.THE CONTRACTOR SHALL COORDINATE THIS WORK WITH PROPERTY OWNERS AND TUALATIN VALLEY WATER DISTRICT STAFF AND PROVIDE A MINIMUM ' 5.UTILITIES OR INTERFERING PORTIONS OF UTILITIES THAT ARE ABANDONED IN PLACE SHALL BE REMOVED BY ME CONTRACTOR Of 2 WEEKS ADVANCE NOTICE PRIOR TO PERFORMING THIS WORK_ TO THE EXTENT NECESSARY TO ACCOMPLISH THE WORK.THE CONTRACTOR SHALL PLUG THE REMAINING EXPOSED ENDS OF ABANDONED UTILITIES PER DETAILS IN DRAWINGS CL-C9,UNLESS OTHERWISE REQUIRED BY THE ENGINEER. ZB.PVC SHALL NOT BE ALLOWED. 6.CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION AND SEDIMENTATION CONTROL DURING CONSTRUCTION(ANY TIME OF 29.THE CONTRACTOR SHALL COMPLY WITH ALL WASHINGTON COUNTY,OREGON DEPARTMENT OF TRANSPORTATION(ODOT),CRY YEAR)PER THE REQUIREMENTS OF CLEAN WATER SERVICES,WASHINGTON COUNTY AND THE OREGON DEO. OF TIGARD,AND CLEAN WATER SERVICES(CAS)REQUIREMENTS FOR WORK IN AND RESTORATION OF ROADWAYS AND T.SURVEY DATA COMPILED BY BLUE DOT SERVICES.BASIS Of BEARINGS IS HAD63,OREGON STATE PLANE,NORTH ZONE. FIGHT-OF-WHYS,SEE TECHNICAL SPEOFJUTIONS FOR DETAILS. ELEVATIONS SHOWN ARE BASED ON HGVD 29.SEE CONTRACT DOCUMENTS FOR SURVEY REQUIREMENTS. 30.OPERATION OF DUSTING VALVES SHALL BE BY TUALATIN VALLEY WATER DISTRICT STAFF ONLY. B.ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE TANS AND PROJECT SPECIFICATIONS. 31.CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ZONE SIGNS AT LOCATIONS TO BE DETERMINED BY ENGINEER AND S.CONTRACTOR SHALL KEEPAXD MAINTAIN A CURRENT SET OF DRAWINGS ON SITE.CONTMRORT01(EEPACCIIMTE"AS-BUILT' AWROVED BY WITHINpEloINTNG AGENCY 10 DAYS PRIOR TD BEGINNINGOFCOHIIONSTION. SIGNSARY SIGNS SHALL BE CONSTRUCTED RECORD COPY OF PLANS.MS-WILT'PLANS TO BE RETURNED TO ENGINEER AT COMPLETION OF PROJECT INDICATING ALL CHANGES A`'SFECIFIED SECTION 3030f THE SPECIAL TECHNICAL SPECIFICATIONS.TEMP SHALL BE LOCATED BY ENGINEER. IN GRADE,ALIGNMENT,FITTINGS AND MATERIALS INSTALLED AND ANY OTHER UTILITIES OR OBSTACLES NOT SO INDICATES ON 32 CONTACTOR SHALL COORDINATE WITH THE ENGINEER AND TUALATIN FIRE AND RESCUE(NPB4)FOR SHUTDOWN OF FIRE — THESE PANS. HYDRANTS AND NEED FOR TEMPORARY FIRE SERVICES.CONTRACTOR SHALL CLEARLY IDENTIFY ALL FIRE HYDRANTS NOT IN 10.CONTRACTOR SHALL MAINTAIN ACCESS TO ALL HOMES AND BUSINESSES AT ALL TIMES.CONTRACTOR SHALL PROVIDE SERVICE. PARKING THIS SIDE OF STREET SIGNS IN AU.ACTIVE WORM ZONES NOTING WORK HOURS,WHERE APPLICANT.PROVIDE WRITTEN 33.PROPOSED FIRE HYDRANTS,HLOWOFFS,METER BOXES AND AIR RELEASE VALVE STATIONING ARE APPROXIMATE WITH FINAL NOTICE TO ALL POPERTY OWNERS AT LEAST THREE BUST SS DAYS IN ADVANCE OF WORK IN ADDR CROSSING OF DRIVEWAYS, LOCATIONS TO BE DETERMINED IN THE FIELD BY OWNER'S REPRESENTATIVE- 5 CONTRACTOR SHALL NOTIFY PROPERTY OWNERS AT LEAST'THREE DAYS IN ADVANCE OF TEMPORARY SHUTDOWNS TO WATER SERVICE. 34.EFFECTIVE EROSION.DUST,SEDIMENTATION AND DRAINAGE CONTROL IS REQUIRED AT ALL TIMES.THE CONTRACTOR IS SOLELY 11.CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER 48 HOURS BEFORE STARTING CONSTRUCTION AND 24 HOURS BEFORE RESPONSIBLE FOR PROTECTION OF ALL WOE,ADIACEMT PROPERTIES AND DOWNSTREAM FACILITIES PROM EROSION WAD RESUMING WORK AFTER CONTRACTOR SHUTDOWNS.EXCEPT FOR NORMAL RESUMPTION OF WORK FOLLOWING SSNRDAYS, SILTATION DUNG THE COURSE OF THE WORK.ANY DAMAGE RESULTING FROM SOOT EROSION AND SILTATION SHALL BE SUNDAYS,OR HOLIDAYS.CONTRACTOR SHALL PROVIDE NOTICE TO THE ENGINEER A MINIMUM OF 24 HOURS POOR TO ANY TESTING CORKER®AT THE SOLE EXPENSE OF THE COMMCIOR.SEE SPECIFICATIONS. W NEER _ OR REQUIRED INSPECTION. 35.ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE ENCASED IN 3-8 MIL POLYETHYIBNE FILM SHEETS AND THE INSIDE SURFACE ID.ANY ALTERATION OR VARIANCE FROM THESE PLANS,EXCEPT MINOR FIELD ADJUSTMENT NEEDED TO MEET EXISTING FIELD CORROSION THE WRAP SHALL BE IMPOSES WITH A BLEND OF ANTIMICROBIAL BIOCIDE TO MITIGATE MICROBIOLOGICALLY INFLUENCED CONDTONS,SHALL FIRST BE APPROVED BY THE ENGINEER.ANY ALTERATIONS OR VARIANCE FROM THESE PLANS SHALL BE CORROSION PER SPECIFICATIONS. DOCUMENTED ON CONSTRUCTION FIELD PRINTS AND TRANSMITTED TO THE ENGINEER.AT PROPOSED CHANGES IN CONSTRUCTION 36.REPLACE EXISTING WATER SERVICE LINES WITH I'LINES UNLESS OTHERWISE SPECIFIED. 4 PLANS MUST BE SUBMITTED IN WRITING AND APPROVED BY ENGINEER PRIOR TO COMMENCING WOE. 13.CONTRACTOR SHALL PROTECT ALL PROPERTY CORNERS,SURVEY MONUMENTS AND CONTROL POINTS.SURVEY MONUMENTS OF THIS TYPE DISTURBED DURING CONSTRUCTION SHALL BE REPLACED AT CONTRACTOR'S EXPENSE,WITH APPROPRIATE SURVEYS FILED WITH THE COUNTY SURVEYOR. — M.THE CONTRACTOR SHALL DISPOSE OF ALL REMOVED OR REPLACED MATERIAL AND EQUIPMENT IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS,INCEPT THOSE ITEMS DESIGNATED BY THE OWNER FOR SALVAGING.SALVAGED ITEMS,INCLUDING BUT NOT LIMITED TO FIRE HYDRANTS AND BRANCH TEES,SHALL REMAIN THE PROPERTY OF THE OWNER.AND SHALL BE CAREFULLY REMOVED,STORED,AND RETURNED TO TOAD AS DIRECTED. IS.ALL LOTS AND STRUCTURES INCLUDING,BUT NOT LIMITED TO,SWATS,DITCHES.CURBS.SPEED BUMPS,FENCES WALLS, MAILBOXES,SIGNS,FOLEL GUY WIRES,PPING,AND UTILITIES DISTURBED DURING IST UCIIOH TO BE RESTORED TO EXISTING OR BETTER CONOTION UNLESS OTHERWISE SPECIFIED.SUCH REPAIR SHALL BE CONSIDERED INCIDENTAL. E.CONTRACTOR SHALL PROTECT TRAFFIC AT ALL TIMES DURING CONSTRUCTION.ALL TRAFFIC CONTROL MEASURES SHALL BE — APPROVED BY CITY,COUNTY AND STATE AS REQUIRED AND IN PLACE PRIOR TO AT CONSTRUCTION ACTIVITIES.THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PANS TO THE ENGINEER PRIOR TO COMMENCING AM WORK WITHIN THE MEAD RIGHT-OF-WAY. SEE SPECIAL PROVISIONS SECTION IN THE TECHNICAL SPECIFICATIONS FOR DETAILS. IT.EXCEPT FOR SPECIFIED EASEMENT AREAS,CONSTRUCTION SHALL BE CONFINED TO THE RIGHT-OF-WAY.WORK SHALL NOT 2 ENCROACH BEYOND THE RINT.OF.WAY WITHOUT WRITTEN APPROVAL FROM PROPERTY OWNER. SO,THE USE OF CONCRETE THRUST BIAIXS IS ALLOWED WHERE SHOWN ON PLANS.REQUIRED THRUST RESTRAINT IN ALL OTHER �L INN'. LOCATIONS WILL BE ACCOMPLISHED WITH APPROVED JOINT RESTRAINT SYSTEM. �`M.HN A''i - 19.ROCK EXCAVATION IS EXPECTED IS PART OF PIPE INSTALLATION.THE USE O EXPLOSIVES IS NOT PERMITTED. J CIS) H 20.ALL FLANGE CONNECTIONS TO BE PROVIDED WITH FULLFACE GASKETS WITH ONE OR MORE RAISED ANNULAR RINGS EMBEDDEDIN /\/ .0 GASKET. . 21.COMPLYOARCHASEPARATION WITH CHAPTER 333 RULES FOR REQUIRED WATERLINE-SEWER LINE SEPARATION AND CROSSING REQUIREMENTS. I Wt,11-31-11 ONE �Y SW HAMPTON ST 12"UPGRADE (P-166) °"T` T"'2° I "om" &SW 69TH AVE 12" UPGRADE (P-164) AST.NR O12°°3 m' "° ""' /11U/IByS/Illrtll TUALATIN R D I S VALLEY G,2� Awm ma Mrz — ` WATER DISTRICT 4OF OF REV PEXNPnON BY MII ONO AM ocoas H1A Emu ESFLT AD GENERAL NOTES REVISIONS .T.RYTR UA B . GRRc M G4 G:\PNty,LJaY\TR\ZBm-SN H+HW^^SI and SW RPM MR LNpIM\CAD\SMH.\19-2680.CR-CAq-7/I/2020 NV PN-LLACONCRS I A I d I C I D I E I F I G 1 H I I I J I K I L I M I N I 0 I P NOTES: 1.ALL BASE ESC MEASURES(INLET PROTECTION,PERIMETER SEDIMENT 9 CONTROL GRAVEL CONSTRUCTION ENTRANCES,ETC.)MUST BE IN PLACE, FUNCTIONAL AND REPRO/ED IN AN INITIAL INSPECTION,PRIOR TO / —— —— — - - - _ - COMMENCEMENT OF CONSTRUCTION ARNITIES. - I— 2.SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL ADHERE IA TO THE SPECIFICATIONS,UNLESS OTHERWISE AUTHORIZED. De Ill D ( -- - -- - = 3.SILRAPILED SOIL SHALL BE COVERED WITH PLASTIC SHEETING OR _ •J'1 STRAW MULCH SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER B - - _ I E- _ _ - - _ _ = OF THE STOCKPILE V -J W g 1.AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST _ ` CONTROL MEASURES INCLUDING TEE APPLICATION OF A FINE SPRAY OF l WATER,PLASTIC SHEETING,STRAW MULCHING,OR OTTER APPROVED T/ 17/11_ T MEASURES. - - - - - -- - - - - ` S.CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING 7 OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. I ADDITEMNL MEASURES INCLUDING,BUT NOT LIMITED TO,TIRE WASHES, STREET SWEEPING,AND VACUUMING MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS IN TIE VICINITY OF THE SITE USED FIR HAULING SOIL _ INLET PROTECTION TYPE 4, ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. SEE CWS STD DWG NO.91S 6.ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED _ THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES.AU. LL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND 6 19 I I MAINTAINED AS NEEDED. inn SW SPx AWL I , I -$ �. H SEE CWS STDRG AD..E915 7.WRONTRAEAOP CTOR MALL IN ROJECT TALL INLET PROTECTION AS SHOWN ON SHENELETS I ' I-A-1 1. ADDIDONAL INLETS NOT SHOWN ON THIS PAN MAY SE PRESENT. - -I - -y, .-�1^ rI'- V- • ^k - B.LIMIT SPEED OF VEHICLES ON SITE AND MOISTEN HAUL ROADS AS z (Let ' . D i. f'L0,•' �'0.'. Y T y i'�_ - - �'� 1iaT��IMra rErEgSART TO CONTROL DUST. /- 4 "L, ---=^R— �� SW1TH_AVE I -xI U- F Fp INff /Ff ffA%0144 // /-1/#/1///i///P////.11"////)// 1-{/ et I- C OC \ — INLETPROTECTION TYPE 1, N S. L INLET PROTECTION TYPE 4, SEE CWS STD DWG NO.915 y rJ SEE CARS STD DWG NO.915 Us a 3 PLAN - — SCALE:lrb• 2 .fL I • THEE Ti A 7) R+ KNEW*11-31-11 ONE INCH ELTT: THUD _11 SW HAMPTON ST 12" UPGRADE(P-166) TUALATIN VALLEY &SW 69TH AVE 12" UPGRADE(P-164) K Acol NI "�"' DM w murraysml h C1283,1 3 MO w WATER DISTRICT EROSION AND SEDIMENT CONTROL PLAN -5"LLTAL BOF SD LIE KSORPR BY DATE OWL KPR ao"m- US w ALIGNMENT A REVISIONS NreAA AM w bv4 AL' ECI GVDx_PrvloalV P\30M-SW Nvrolon SI and SW ODE M UPYaaNCADOMNATI9-2YFM40Aq-7/3/2020 LSO PS-ALACO NOBS I A I B I C I 0 I E I F I G I H I I I a I K I L I M I N 1 0 I P NOTES' I I I.ALL BASE ESC MEASURES(INLET PROTECTION,PERIMETER SEDIMENT 9 CONTROL,GRAVEL CONSTRUCTION ENTRANCES,ETC.)MUST BE IN PLACE, FUNCTIONAL,AND APPROVED IN AN INITIAL INSPECTION,PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. PROTECT CREEK INLET PROTECTION TYPE 4, INLET HIOTECRON 11 - /CROSSING SEE CWS STD DWG NO.915 I INSELET PROTODWI NO.9�I5 I I TO SEED THf SPECIFICATIONS,UNLESS SS OTHERWISE SE AUITgRRED.��HERE BNB SWHIll AVE 1Wssws9Tx.wT ILED • — - a0- -n aa ;� Z O STRAWEULCH.SOIL EDIMENSHALL BNC IS REDW[M AOUN 'O SHEETING OR M • r ass-` t Tm -_ �.U X - -!1 -�"T C• - '��W MUTAI.SEDINEM FENCE IS REQUBED AROMD TIE PE0.IBEIEa 8 B>•T�� .e.r z OF THE STOCKPILE. IIIIIII4.AREAS SUBJECT WIND EROSION SHALL USE APPROFRIATE DUST _ > >R 1?-1 - ^ I T- - ry - - - II ass.. - -� CONTROL MEASURES TO THE APPLICATION OFA FINES YFPA OF V Ai,0O- - .-- A2,00' I .-6 - _ _ WATER, SHEETING,STRAW MULOIING,OR OTHER APPROVED Q - I2'N , - trotW— AlaGO VTtl' MEASURES. BI! I2bi W AH00 BIf _ - /L/<A////; I--I� B --- 5.CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING 7 } isP __ OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. am0� (y=N LpT • •_-- T P - _T--tI'sn - _ P_. I 1 _ - -__ ADDITIONAL MEASURES INCLUDING,BUT NOT LIMITED TO,TIRE WASHES, - ow�RT sPv - - --t ��/�B/ / /� '/ STREETSWEE➢ING,AND VACUUMING MAY BE REQUIRED TO INSURE TMT _ _ ALL PAVED AREAS IN THE VICINITY OF THE SITE USED FOR HAULING SOIL _ tP5P5w 09111.WF li GEI . 195 CLEAN KEPT FAN FOR THE DURATION OF THE PROJECT. UN*SW N AVEAVE •ECK DAM BIPFlLTER BAG, swP SW CLINTONCLINTONO 6.ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED DM MO-FILTER DM BAG, WATTLES,SEE Lm STD DWG SEE CWS STD DWG NO.845 5!D NC!,SEE CWB STD THROUGH TIE USE OF APPROVED INLET PROTECTION MEASURES.ALL SEE LlV55T0 DWG ND.845 TXI.BBO DWG NO.875 INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND 6 MAINTAINED AS NEEDED. T.CONTRACTOR SHALL INSTALL INLET PROTECTION ON AU.INLETS WITHIN AREA OF PROJECT IMPROVEMENTS AS SHOWN ON SHEET C-1. ADDITIONAL INLETS NOT SHOWN ON THIS PLAN MAY BE PRESENT. - 8.LIMIT SPEED OF VEHICLES ON SITE AND MOISTEN HAUL ROADS AS NECESSARY TO CONTROL DUST. (- 5 Uli 11755 Gw6 AAW 6M.SWN W,AA I p 1 I I o z f ag -= t:Mm-- I_ W 69TH AVE - I �`— L _ - I I2b8 W ' ril,, — ——-- --io rw----rw--— I- , w 82400 J 62+00 LU - L- -3a^s- c -T- INLET PROTECTION TYPE 4, - SEE FENCE,S CMS STD WATTlES,SEE CONS STE OWE SEE CWS STD DWG NO.915 DWG NO.875 NO.880 - UM SW 69111 M'E Wln SW yXGRsr 119-W-{ IMO SW 69111 AVE IIMTU SW69TN.W 6M6 SW MANTA ST 2 PLAN ,,fpIN G fi1LE-2•dG• ` MORNFR'r y EGd C -..4 ,, -� f "'R 1 wM N.as, RENE'R4,u-31-21 ON L�tiY SW HAMPTON ST 12" UPGRADE(P-166) Half ""'0 9 ¢ET x0. MIOK,,,,,,. TUALATIN VALLEY &SW 69TH AVE 12" UPGRADE (P-164) IS GM B NAM. Nmm. meohm: murraysm�rtb V WATER DISTRICT EROSION AND SEDIMENT CONTROL PLAN 9R w BOF T3 NW OACHIPTOR BY DAIS CMCD NM A.D. NSA PA ALIGNMENT A 8 B REVISIONS wPEe.11.LIE c.. ERG 9N. EC2 G.\PA_PNW10,19\MO-SW rmrv0m St om SO 6911,Ave Womb\CID\SI*M.\19-2GB-W-CCep-:/I/2@0 1:39 911-LLA000rv0Ns A I B I C I D I E I F I G I H I I I J I K I L I M I N I 0 I ., INLET PROTECTION TYPE 4, INLET PROTECTION TYPE 4, SEE CWS STD DWG N0.9I5 SEE CWS STD DWG NO.915 IN,y i 1 NOTES: F• -111C\ :�q,W j i 1.ALL B SE ESC MEASURES(INLET PROTECTION,PERIMETER SEDIMENT 9 f CONTROL,GRAVEL CONSTRUCTION ENTRANCES,ETC,)MUST BE IN PLACE, ,,Mt. —4•RR- I FUNCTIONAL,AND APPROVED IN AN INITIAL INSPECTION,PRI00.TO v. .H •1N,; ziW A Q / w a COMMENCEMENT OF CONSTRICTION ACTIVITIES. — \ P @@ Z.SEED USED FOR TEMPORARY OR PERMANENT SEEDING SMALL ADHERE \ S _- :.T') Erg NV • _ ——Y_ b -_ G P. ,f TO THE SPECIFICATIONS,UNLESS OTHERWISE ALPHORIZED. \ II, — —_. L -_ - b W RRR ,"A CT • e I 3.STOCKPILED SOIL SHALL BE COVERED WITH PLASTIC SHEETING OR �+ ~ ; \0 I /_ ` BE — SSW ATLANTA ST ..BT�, /) I Dew OE THE MULCH.«� INTENT FENCE IS REQUIRED AROUND THE PERIMETER 8 •w— •I lH I • 1 1 1 �1"/, • , 900. . �� 1D'Dt W \� �' (./-rj-/Nil(YW/FF/FNf/0///1-//fi•/1-fPoW f9=/}fi/H/-HH"//"NH1 a.AREAS suWECTroWIND EROSION SHALL USE APPROPRIATE DUST _ CONTROL MEASURES INCLUDING THE APPLICATION OF A TINE SPRAY OF — I //iPYW /w � Jy� - — ~ `\ \\ i WNEA�SURESRASTIC SHEETING,STRAW MULCHING,OR OTHER APPROVED u I — — - — \'� �', I� I � \\\ 5.CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING 7 '1 ., / N. OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. IT W' I INLET PROTECTION TYPE 4, I ! ADDITIONAL MEASURES INCLUDING,BUT NOT UNITED TO,TIRE WASHES, AD SEE CWS STD DWG NO.915 .t\� STREET SWEEPING,MID VACUUMING MAY BE REQUIRED TO INSURE THAT Q I I • - S _ ALL PAVED AREAS IN THE VICINITY OF THE SITE USED TOR HAULING SOIL WATTLES,SEE CWS STD DWG INLET PROTECTION INLET PROTECTION Z ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. {II No.an TYPE 4,SEE CGS TYPE 4,SEE CW5 I / STD DWG N0.915 STD DWG N0.915 6.ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES.ALL MATCHLINE STA B4+00 INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND 6 SEE SHEET EC1 MAINTAINED AS NEEDED. J.CONTRACTOR SHALL INSTALL INLET PROTECTION ON ALL INLETS INLET PROTECTION TYPE 4, WITHIN AREA GE PROJECT IMPROVEMENTS AS SHOWN ON SHEET C-1. — SEE CW5 STD DWG NO.915 L. T ADDITIONAL INLETS NOT SHOWN ON THIS PLAN MAY BE PRESENT. .-' R.LIMIT SPEED OF VEHICLES ON SITE AND MOISTEN HAUL ROADS AS NECESSARY TO CONTROL DUST. Z 5 s I SW HAMPTON ST — : =c I --6 _ • err `: 4 INLET PROTECTION TYPE 4, SEE CWS STD DWG NO.915 INLET PROTECTION TYPE 4, INLET PROTECTION TYPE 4, — Ir it" — SW H4MPTO — II--.g..' H— - 1Pw — - 3'N-- gr/tf-/ty-G/ rrvrs//t/idrH/f>r+itdrinbhAdHrrf,G;wrr✓,vttr/Hrvrrrri'I-f+ v,•r:/Wnrrrh r ./-s/a-/rH.P+lHrsfTvtr„efrtlby// tr/ft/tcfftrift✓Wt/<=/f-ro�« — �.INE WM, — — — A _ — -- •— _E�G-~ _ -Dr— --- —PT=T (J i� OPEOCM i` PLAN ~ MATCHLINE STA D1+20 INLET PROTECTION TYPE 4, INLET PROTECTION TYPE 4, A5• SEE SHEET KS SEE CWS STD DWG NO.915 SCALE:1-46' SEE CWS STD DWG ND.91S REN[WSI,I.-3f-2/ ONE INCH SW HAMPTON ST 12" UPGRADE(P-166) 6P.rz. moo �1 MU �' PCST.NO. D12663 marliftirr _Mi TUALATIN VALLEY &SW 69TH AVE 12"UPGRADE (P-164) ,uT HO D12DS4 MGM. LNG aw. murraysmith`` v WATER DISTRICT EROSION AND ESDIMENT CONTROL PLAN yl[LT p, T OF 97 REV BESWIlw NT WY ONCE GPM mow. USA w / ALIGNMENT B R C �, EC3 REVISIONS •nro UA w+n AMA*.\10\3630-SIN H.,#o.94*AP NM Ave Ipy,r\CNP\51,lMAIP-2•30-01e-¢ry-7/1/ISIS•:»P.-LuGONSORS I A I a I C I 0 J E I F I G I H I I I .1 I K I L I M I N I 0 I_ I INLETCWS STD TYPE I, WATTLES,SEE EVES STD DWG _ _, SEE CWS STD DWG NO.915 HO.EM 0 + NOTES: 8 __ n.00 V 1.ALL BASE ESC MEASURES(INLET C6�e0 12-p1VEy PROTECTION,PERIMETER SEDIMENT CONTROL, o"'- - j" /' _ T'" .00—,h CS�OO Q GRAVEL CONSTRUCTION ENTRANCES,ETC.) - - Gh00 SR•DI W MUST BE IN RACE,FUNCTION4,AND S W 66TH AVE 9 APPRovEo M av INmu MEPErnoN,PLvaR I , , TO C(IMMEnCEMENT OF ClJNSTRUCTION �I �� I ^� - ,..�.0 tfiiL.Li/ -1Nf(Lfitl i'F11 1'h' L-H9flY9rf✓77Ff/fi]/9 2� 2.SEED USED FOR TEMPORARY OR FL Q I n... .:. {j/-/f�IdM✓' { 'H.f#�i e_- -_--�e ti ��Lr L�.l__!- -___._fib' F SPECIFICATIONS,ENSUN SHALL ADHERE RE TO THE sY� I� _ _ -f'lyI'P/�-�- ___- L-_- \ter < AUTHORIZED j / 3.STOCKPILED SOIL SHALL BE COVERED WTM - - I Q Y SEDIMENT FENCE IS RR C SHEETING OR STRAW MULCH. - _ _ - - - - - - - - - - - - PERIMETER OF THE SUU(IRED AROUND THE / ecee SW IM M"I 4.AREAS SUBJECT TO WIND EROSION SHALL M/{TC I USE APPROPRIATE DUST CONTROL MEASURES S ENE(n STq C3+Op INCLUDING THE APPLICATION OF A FINE - SEE SHEET ECl SPRAY OF WATER,PLASTIC SHEETING,STRAW MULCHING,OR OTHER APPROVED MEASURES. 0 SED FENCE,SEE INLET PROTECTION TYPE 1, 5.CONSTRUCTION ENTRANCES BE SEE CWS STD DWG HO.9466ND NNING OF 6 + �DWGN y0.8)5 CWS STD l.�-.,`a.; ' -.Ids ---_ DURATION OF THE PROJINSTALLED AT THE 1ECt.ADDITIONAL INTAINED FOR E U D /,��- Mryp__ MEASURES INCLUDING,BUT NOT L1 TO, T __m_ T- \1_ '—�-p�-�}-----2 THE WASHES,STREET SWEEPING,AND i I- _- - - - Ti - ---1, + VACUUMING MAY BE REQUIRED TO INSURE �N Ce♦UO C9E00 CIOWOT C11+00 T--_N W I]91 W THAT ALL PAVED AREAS IN THE VICINITY OF CS]EOo .-U THE SITE USED FOR HAULING SOIL ARE KEPT I am,W U CLEAN FOR TEE DURATION OF THE PROJECT. _ i+ SW 66THAVE __ —.——— H-P�- 6.AC NE INFS OS ORM WA ER SThI 5 OF Q - -x . 1N f''` & 'P S N APPSHALLROVED PROTECTED PROTECTION THROUGH METMA.SUREE S.ALL _ ___ `r- _ _ _ / / Hrto- yiik,r y. Hi4-04-404./✓ "I"-�<%M!/1-//H/H✓rf/Ti Zh INLET PROTECTION MEASURES ARE TO BE - - ///4 /-/�N1/it gr ...f 1F/S,- .f/-/J-/-/yam ��y'� _ 7 NEEDED. INSPECTED AND MAINTAINED AS JP`Y '/Y'7 I= NEEDED. __Iri-__-:_.e- -E-____ ___[----(----E. ----_-__e____ F ].CONTRACTOR SHALL INSTALL INLET �LJ •WITSW NBTB lWY -'C PROTECTION ON ALL INLETS WITHIN AREA OF 4 INLET PROTECTION TYPE 1, ExM sW eeM rmO - - _ - _f PROJECT IMPROVEMENTS AS SHOWN ON .1. - - - - - - - - "SEE CWS STD DWG NO.915 SHEET C-1.ADDTRONAL INLETS NOT SHOWN ON THIS PAN FIAT BE PRESENT. INLET PROTECTION TYPE 5, - INLET PROTECTION TYPE 4, 8.LIMIT SPEED OF VEHICLESON SITE AND - SEE CWS STD DWG NO.SIR SEE CWS STD DWG n0915 MR4 se MOISTEN HAUL ROADS AS NECESSARY TO d CONTROL DUST. yQ - _ __---0--,_T- I 1$ OI�J -T C�� Clsroa ,I • wl W T- S "..-1 1r91 WI if _ _ ` - _ TV>9FEY1//%ff/7/-/111 h4 ✓//A/Y-H-lth. VOH1!/NFHIP `Aiftl-li1H171 rW_� -z-� a--rW—_r \ E y"' _ R � _ c__rW ' R... 1.1 u_- Fpjp PB1.4 _ P • xp INLET PROTECTION TYPE 4 \N t\1 I qA I /6 ' �' I J 1M95�'E - SEE CWS STD DWG IHI.91S a - T-i n9(yNy- r9s PLAN .. .1--.. --. . „uaoH . INLET PROTECTION TYPE 1 SCALE.1--40' J SEE CWS STD DWG NO 915 13311 SW ePNP PCxv RIyIBE9c,11-31-21 "EDT==wD�_ a SW HAMPTON ST 12"UPGRADE(P-166) _DE Tnrs5 .M a„,.,,, GAR B TUALATIN VALLEY &SW 69TH AVE 12"UPGRADE(P-164)�aao Np o:n.: murraysmith` V WATER DISTRICT EROSION AND SEDIMENT CONTROL PLAN sem In B OF IT PEY IESDRPDUI n ME Ow9 MNw aeveo. Li. P.II. ALIGNMENT C REVISIONS Wo I4 13.1t - plc w. EC4 0\POC-PeHsh\19\2090-SR H St and SYY MM ha WagaNCAJA311..1.\19-292.3-0E-CCAn-3/1/2020.39 MI-LEA OSNRS A I B I C I 0 I E I F I G I H I I I J 1 K 1 L I M 1 N I ❑ I P 9 NOTES' INLET PROTECTION TYPE I, 1.ALL BASE ESC MEASURES(INLET PRO1 IL!ION,PERIMETER SEE CWS STD DWG NO.915 SEDIMENT CONTROL GRAVEL CONSTRUCTION ENTRANCES,ETC) MUST BE IN PLACE,FUNCTIONAL,AND APPROVED IN AN INITIAL INSPECTION,PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. MOO SW IWMNOR 9T 1I6 SW 14NIVTON IT 0 2.SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL 8 0 ADHERE TO THE SPECIFICATIONS,UNLESS OTHERWISE 0 + AUTHORIZED. N p + _ .. ___ _ ___y�_ .. —ilnT 3.STWWRID SOIL SHALL BE COVERED WITH UI PLASTIC SHEETING 8 — -,"1_ - Q; OR STRAW MULCH.SEDIMENT FENCE IS REQUIRED MOUND THE — `� PERIMETER DF THE STOCKPILE. w VI� 12'DIM _. LO r W I 2 N 4.AREAS SUBJECT TO WIND EROSION SHAM USE APPROPRIATE 7 '^Z C J DIRT CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE w M = SPRAY OF WATER,MEASURE SHEETING,STRAW MULCHING,OR M I F OTHER APPROVED MEASURES. H __- - - — - — C S.CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE Z BEGINNING OF CONSTRUCTION MD MAINTAINED FOR THE DURATION OF THE PROJECT.ADDITIONAL MEASURE INCLUDING, AY SW 68TH AVE BUT NOT UNTIED TO,TIRE WASHES,STREET SWEEPING,AND VACUUMING MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS 6 IN THE VICINITY OF THE SHE USED FOR HAULING SOIL ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 6.ACTIVE INLETS TO STORM WATER SYsI um SHALL BE 199M SW 6aTM P9wv PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION — MEASURES.ALL INLET PROTECTION MEASURES ARE TO BE ^ REGULARLY INSPECTED NOD MAINTAINED AS NEEDED. 7.CONTRACTOR SIHAII INSTALL INLET PROTECTION ON ALL INLETS WITHIN AREA OF PROJECT IMPROVEMENTS AS SHOWN ON SHEET S C1.ADDITIONAL INLETS NOT SHOWN ON THIS PLAN MAY BE PRESENT. INLET PROTECTION TYPE 1, INLET PROTECTION TYPE 4, SEE CWS STD DWG NO.915 SEE OHS STD DWG NO.915 8.LIMIT SPEED OF VEHICLES ON SITE AND MOISTEN HAUL ROADS — AS NECESSARY TO CONTROL DUST, SEE SHEET EC6 66M 6w HIMPIRR 5T ua104W 6AxIAm' MATCHLINE STA E1+40 SEE SHEET EC5 — I Tp MATCHLINE STA F1+80 N p} .�LpI11� K �YW+ '� WATTLES,SEE CWS S�N CMG ❑ 6 =� ' '_e A' __y9.,-- \ I•- }e -MY _ND.BW y 1.: _ _ _ • ( __ —__-- Y=— a,u • l2'DIW 7 _ 1 I — Y 13 2 e 3 6 ems, _ — 9� 1— — — — T — I. eA SW 68TH AVE I W — -- -- 2 ---- -ilm... rm --- ----wwE---. 'Y ._ {NTH - gl!—,m= - R . rN9 -- m. "+1m �/ ——— $��['� / Y WOINEE a _ PLAN `J A. STALE:r=ND' OREDa• 6 11 MIN.o_g RENEWER 11-E('9! ONE oven SW HAMPTON ST 12"UPGRADE(P-166) D<E. 'M20 cy.- 0/ Accr,�� C1M69 A TUALATIN VALLEY &SW 69TH AVE 12'I UPGRADE (P-164) 09x6A w.w ANC DM snc murraysmith y WATER DISTRICT EROSION AND DIGNM SEDNT IMENT CONTROL SHEET No. D op 37 RED MSCRIPSRN BY DATE M'O WEE O AM DWG NO. EC5 REVISIONS +.on D... C\PN_ProJH.\19\2660-SIT No6Plm 51 OM SIN 09N Ave Up/O].\DAD\4r.✓&\19-260D-TIE-EC AND-T/1/A20 4.J9 IN.-LIAEOROUS A I B I - I D I L I - I G I. H I I I J I. N I L I M I N I 0 I P NOTES: B 1.ALL BASE ESC MEASURES(INLET PROTECTION,PERIMETER N MUSTEEDIBE TN CONTROL, GRAVELE CONSTRUCTIONBIIRMIOlS,ETC.) NAM,AND APPROVED IN AN INITIAL \ INSPECTION,PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 'YC 2.SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL H 1 - ADHERE TO THE SPECIFICATIONS,UNLESS OTHERWISE AUTHORIZED. Q0 3.STO (PILED SOIL SHALL BE COVERED WITH PLASTIC SHEETING * CR STRAW MULCH.SEDIMENT FENCE IS REQUIRED AROUND THE 12 PERIMETER Cr THE STOCKPILE. W Q E2.00 E3h00 —-- 2'COP DW 6.AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE Ul •,6 DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE 7 W SPRAY OF WATER,PLASTIC SHEETING,STRAW MULCHING,OR .. n i' x K OTHER APPROVED MEASURES. _ I 5Y f/ .. /..../ - �^ S. I CONSTRUCTION OpCN ENTRANCONSTRUCTION SHALL BE MAINTAINED INSTALLED AT THE 1- _ BEGINNING OF NN PROJECT.A AND MAINTAINED FOR THE I _ Q -,t DURATION OF THE PROVER ADDITIONAL MEASURES INCLUDING, f �. ` - BUTVAC UMINGOT MAY TO,TIRE ASHES,STREETTHAT AUING,AND I VACUUMING MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS IN THE VICINITY OF THE SITE USED FOR HAULING SOIL ARE KEPT E DEAN FOR THE DURATION OF THE PROTECT. INLET PROTECTION TYPE 5, INLET PROTECTION TYPE 5, 6.ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE SEE CWS STD DWG NO.920 SEE CWS STD DWG NO.920 PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION — MEASURES.ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. I 7.CONTRACTOR SHALL INSTALL INLET PROTECTION ON ALL INLETS WITHIN AREA OF PROJECT IMPROVEMENTS AS SHOWN ON SHEET 5 C-1.ADDITIONAL INLETS NOT SHOWN ON THIS PAN MAY BE PRESENT. --L WATTLES,SEE CWS STD DWG I NO.BOO B.UNIT SPEED OF VBIICIES IXi SITE AND MOISTEN HAUL ROADS — AS NECESSARY TO CONTROL DUST. -A-A2 --1-4./.ea/m>,,,,w-ti✓-r-/tti1T•rfit'/sV-fi r -tt/torr m c - -!aqR._ - — R�' �]— I 4 LH LL j K ru N n o F1h00... _ — C H= FZhoo YCOR• �R1+00 _. I`� / / 3 L) �/ �� ' ._Q — --------6 : I — INLET PROTECTION TYPE 5, SEE CWS STD DWG NO.920 2 PLAN 411.0 PR.., SCALE: 1,t IN:O s. — IO UROON! `M4N•!L reNERe,II-&-2/ aL ONE+ SW HAMPTON ST 12 INCE "UPGRADE(P-166) w10 T""0 YCYT.TIE ct2860 r In P..�4, K. TUALATIN VALLEY &SW 69TH AVE 12"UPGRADE(P-164) k T o12864 ---- MIMIC� ,e :: sAL murraysmi76 y WATER DISTRICT EROSION AND SEDIMENT CONTROL PLAN SNIT D OF 20 REV DESDOPBPI BY OM Owb Om eIPm LW um: ALIGNMENT E E.F REVISIONS A.IR-I{IA M MO' EC6 OAPMLProBLIL119\2660-SY Hampton A end SW EPIe A.UPP^d\PAP\SBM.\IF]BF-Q-6Aq-VI/2020 4:39 W-LFAKMNdK MN 0 I A I e I c I D I E I F I G I n I I I J I K I L I I I I P I �.__ _ 4.114111k P.S. PaAd A • 4,iflagi.�,I 4 ..."x..".. srrllon Iiiir : :'. PUN VIEW E�..1110 r `.."° r 7 _ n ^ eROFI n�P • � �.. VI_ C vlEe nnc \ T"' - o i r� I i ,. .... Lll .,...... - m R i :::Zra 1 i k tl" c� e P 0 Ilf '. P l ...� •I-1 .u.w vn.e.. 6 7ru.0 ••....., �• .. ..o..............x ....rmv..n......,., gv�" +�d•.T�^Y ...�...o.ry.u. ECK PLASTIC SHEETING Ck.I,Wjz1l.S. u- 010HFILTERABAG CY.RWtir3wce SEDIMENT FENCE �y,�, �,m WATTLES 0�111kmSorias 5 Ilif4 0,Illit hI.,W.NN u.I ....-...'' _ *04. .....". -.... Vili41 _ ..... ,..... . c.TEH eAsiw — raa URA, r . ..9348L 440 DICK KV .ufrcso n[ x. -w. CATCH BASIN INSERT jpe 2 'tR 1 qvH p OIamH. INLET PROTECTION . INLET PROTECTION .. -� INLET PROTECTION 1 TYPE 4 �"W"` S..ee. TYPE 5 Ck'" `'�"�" TYPE 6 C�T� S>.m RENEM$12-31-2/ INCII SW HAMPTON ST 12"UPGRADE(P-166) 7/1 ° rril_ ►� TUALATIN VALLEY &SW 69TH AVE 12"UPGRADE(P-164) ,a,,,, cTB�. Nu CRC LAM W2 murraysmith ?I WATER DISTRICT slay.0 11 OF 27 rtv Bma,To. BY BAI1 CWD m. °A e. V CWS STANDARD DETAILS RRV18!°HB ...N"..w 444PP MCA EC7 OI nox_Pr.N.\IB\lew-BW onion 44.na SN na S.wv..Acw\s"w.\If-]eeo-a-c-rcrsd.P-7/1/2020 5':17 NI-LENCONCIS I A I B I C I 0 I E I F I G I H I I I J I K I L I >a I TI 1 o I P LEGEND ® WORK ZONE 9 DETOUR ROUTE TEMPORARY TRAFFIC CONTROL SINI / -- I K TEMPORARY TYPE 3 BARRICADE V --T I \s,j A 0 ]fi"x]b" / row cum ava T Q 1) I�L� 60'x3t" 7 TEPECAL F' EM/ROAD CLOSURE, 2 ftYA�i 1 gEOOOT IfD SET IMMO 1 J —SWA AST 1114 e B1RARY TYPE 3 BARRICADE -� Q s ,_,• Al ,. Pao aow 0.11-H — TIEu murc BDk30' It1RARY TYPE 3 BARRICADE - SWDUMOBST ��~ Q END a A �� ROAD WORK G2C-2a 1 O'x30" �� SW OAgiRE111T11 ST 1H ° ----------\ \ 3 PHASE 1 NOTES: I.LOCAL ACCESS SHALL BE PROVIDED TO RESIDENTS AND BUSINESSES AT ALL TIMES. 2 4 2.DETOUR REQUIRED FOR ALL THROUGH TRAFFIC. — 3.SEE SPECIFICATIONS FOR TRAFFIC CONTROL AND WORK OIN(R A HOUR REQUIREMENTS. / EOID^5/1 4.SE ODOT DETAIL TABOO FOR MINIMUM SIGN SPACING. �T I PLAN o ,c7r1 1.4-DD. RENEWa.12-31-11 ONE INCH OWE. 7U1C20 I. , SW HAMPTON ST 12"UPGRADE (P-166) ND. D, am TUALATIN VALLEY &SW 69TH AVE 12"UPGRADE (P-164) NO. D,aes, ;;N�;o murraysmr�h` y WATER DISTRICT TRAFFIC CONTROL PLAN SNIT WC, ES INSONI TIOR BY DOE OR9 APR ROO4.K. DA PS. ALIGNMENT B 12 OF 9T REVISIONS moons GA M TC1 a\19}-MALY\I4\YIS-SW SOWEIRI St Old SW RAIN W.LVpcodACTO\Sw.4AIB-2IIS-OR-ECR9-VI/MO,:43 iM-IFAWRVCWS L J I I r I C I D I E I I I G I M I I I J I K I L I v I 0 I LEGEND 7 ® WORK ZONE ! / 1 ®� 9 am V TEMPORARY TRAFFIC � � =■ kl •�• TEMPoMRY TN•fFlC D)NINDL SIGN 1 K MO D•zZ.- T91roMRV TYPE 9 BARRICADE w2o-1 \ \ 1 \ \ 3E 3W / ` 1 ,L DE4 L 8 �� a° F7-1 ' N� �\ ,r\ I �� M6.9L R3-SR / I\ / I I / R11-Z Q 'D 0.0� fi0'z30- 1 \\ SW 11TIJNfA Sf 5 II I - 11 \ ,IIIIIII 1 — Mill 1'"( Jj�� TEM RARYTYPE3 BARRICADE 6 �� 1 I K�f / \ 13` SW MWORR Eu- . / F 3E>I /' • EN0001 • 0-.90 / 3 A z/// my A. 60 z30' N Q I_ 111W TM11R I, Z•-TD.DWI MARKERS, a Ql A. I-I, 5 MAX m'REARM "]J- •/// •EE a0DT STD OCT TWO -. SW ATIAMTA$f I 1 I-I 1. r n S� 11111 0 ' I h1 H ©i Vire _©e EMP�RARY TYPE 3 BARRICADE Q i■ THUFE■Wlo IEu /W ,L. I 17-1]. Ij ROAD WORK 1 SW DARTMSVIN ST Q iki 1 l I e SW NTH AVE anrraM srJ SW _� / PHASE 3 — III j �_� 2 • �0 I T PNr• `�� I /l�'�\ 1 I.LOCAL ACCESS SHALL BE PROVIDED TO RB1OENT5 AND IN SW DIIRTMOUTN ST Ir BUSINESSES AT ALL TIDES. Oa _ w«)I 2.DETOUR REQUIRED FO0.ALL THROUGH TRAFFIC N ,, PHASE 2 N F3.OUR REPEOFlCATION5 Po0.TRAFFIC CONTROL AND WORK ` : Y REQUIREMENRS. 1 I A N HOUR 4.SEE COOT DETAIL TMB00 FOR MINIMUM SIGN SPACING. REMEM6J.1-3I-3( ONE^ SW HAMPTON ST 12"UPGRADE(P-166) ACCT.MID ""'O �° AT MI &SW 69TH AVE 12"UPGRADE(P-164) ,�T,No, nxD3 °M` NK aa, murraysmrth TUALATIN 0 I S VALLEY DTZBSW _ _ WATER DISTRICT TRAFFIC CONTROL PLAN sxsn xo. REv 0E3cmPN0rI W OAT[CMcb AM O[O[P: uA MAIL R r ALIGNMENT A&13 la OF 3T ,mlvWWA UA lAW. NC N0' TC2 REVISIONS c\PDXJroI cS\nN,263 -SW NmcIo.,St and SW 9Nx Al.IM3\P.M\NW,U•-MM-DR-I it-7>1/3ERO 4:43 MY-LZACCWNCES L i A I B I C I D I E I F I G L H I I I J I K I L I M I N I 0 I P I // \\ I H/L. -J11L _ I A__L !L 'LrLJ 9 __. SW HAMPTON ST ////////. —SW HAMPTON ST SW —6W HAMPTON 57 — Q �© /wifiiiiie FA Da 0 0 }_, % HAMPTON �� ewe � I ii ' I e ' ° 8 I TYPICAL DOTR�sro o�E'ctsinaeo I I \ 1 _ _ \ I / is I .-- g i I M I Ila t" M I L I / I I e / A �_ o , e \\ PHASE 4\---\ .. -1_1 i , 5 \\,, ‘\\\ )''\ --------i i i \ , \ � PHASE 1 1' PHASE 2 e �� \ PHASE 3 LEGEND • ° PLAN l � WORK ZONE — ® DE� --- DETOUR PORARYTR Q / 1 SCALE:I'=300' Q J T QI DETOUR I TEMPORARY TRAFFIC CONTROL SIGN �1111.10.9LTx2,1 TOMPOBLRY TYRE 3 BARRICADE 44-RE 3D•,la• 3 x 0"x24' Ozin ROAD CLOSER Rll-1 • MO • W30-1 60'x3D' 'I� >h•.W E 6O'x300'x30' 36'x36' Q •e...ra.�..... BE - NOTES, Y....-1. 0 PREPARED W3-• 3fi x6'• 1.LOCAL ACCESS SMALL BE PROVIDED I�� TO STOP TO RESIDENTS AND BUSINESSES AT ALL TFM RARY TYPE 3 BARRICADE TEMPORARY TYPE 3 BARRICADE TIMES. 2 ,AQ4si....�� su5s 1. DETOUR REQUIRED FO0.ALLT ROUGH TRAFFIC. PA I.. IILJI/ ', 40 BINE 0 N LY 0 N LYNEW 3. SEE SPECIFICATIONS FOR TRAFFIC t♦ •M6• CONTROL AND WORK MOOR ^/ R TRAFFIC CW33-2 REQUIREMENTS. y� l PATTERN 36 R3-5R R3-5R 436 A.SEE OOOT DETAIL TN800 FOR 30'06' 30'x35" AHEAD MINIMUM SIGN SPACING. �D INCH I: SW HAMPTON ST 12"UPGRADE(P-166) PATE: TM/2D SCOT.RD. cAxtB „�. -". TUALATIN VALLEY &SW 69TH AVE 12"UPGRADE(P-164) ,„,,,", DA1eB. 'm UK -_ murraysmith111,B1 Am Err IN,WATER DISTRICT TRAFFIC CONTROL PLAN A•oP ST uv' - DeeDAP1NN eV DATE oKD OAP*'Rtarw us w r ALIGNMENTS C.D&E REVISIONS NAMET MA e.. otO"D' TC3 R\PDt_RHM4\I•\MRR-Mr Imp.,st one we ARIA An Iyym.\CAD\s".."\TR-loot-lc.s.R-7/1/lOIS 4:41 Fu-LEA CON7KW L J I _ - I L F I G I H I I I J I K I L I N I N I 0 I P I LEGEND 9 I � n/A WOW ZONE I -—- DETOUR ROUTE I T TEMPORARY TRAP IC CONTROL SIGH M r 66ppbN W11I10116T (f009W XWIIpI Si I CROSSWALK _ UAs=mt , CLOSED OFli-R ATA14-R2,' Arr 3 . % /%// %//// , , � - - _.I I ..� il I I 4L DETOUR 3P'x$9'M4 9N 6 •A I __ .a _,k ep _ 1 I. �..-. ------ ----- -_� � 11W9.w.YmM.W. il 5 DETOUR 14-511 4 6600 SWIWVIOY ST 13010 SW MINT PROP NOTES: JI i _ 1.LOCAL ACCESS SHALL BE PROVIDED TO RESIDENTS AND II I BUSINESSES AT ALL TIMES. I ® 2. DETOUR REQUIRED FOR ALL THROUGH TRAFFIC p • — — I ///��///-��---��\ - _z M3.O EEPLQUIREME O SPECIFICATIONS FOR TRAFFIC CONTROL AND WORK • 3 T I ' 9.SEE ODOT DETAIL 1MBDD FOR MINIMUM SIGN SPACING. 0 w I- B.ALL R,SEE DO SINGS ET TM BE MOUNTED ON ATYPE D — BARRIFR,SEE ODDT STD DET TMB20 $NT ow —1 / a w2 - "= I _Z F SW 68TH AVEPe1. i " do eMN •' — wwsw aaTx ban —— _ �/ �\ sCAT�R• �r� I`" PLAN ONE INCH DATE' TM]0 i .„ SW HAMPTON ST 12"UPGRADE(P-166) AGO•RR mzear F.• " ."6� &SW 69TH AVE 12"UPGRADE(P-164) we `` TUALATIN VALLEY1GGt NG C1ZBB6 Num y murraysmith `- WATER DISTRICT PEDESTRIAN TRAFFIC CONTROL PLAN lig SHOT xR. 16 of aT REV DESCRIPTION BY DATE Ott TAMP o. En: UA WE ALIGNMENTS C.D&E REVISIONS SU W PM ENS RO. TC4 6:\6WR-PmnY\lH\RSBA-SW Me,*SI w AI aan w.uFir\CION,W..A1Y-axo-OR-x669-1/I/0o70 S:U PM-LEs.4055475 L A I B. I 0 I o I E I I c I H I I I J I K I L I N I N I o I A I nIMe�M T.1EMxM _.. .,. - -- - ___ _ : —— ."wawa-.--._._. _• __ = p-`- -G 477 • .— L I �R: nSS.A MAMMON YAW ERE XyCyMMGp " L(WIVIAG� �1 ..w� `-1 �� 7 W, 'xa_xx= .:Ts- e � r` ®I f i i 1 ® dl _— "t.r`cr`.nr•:u�.i:s Trmrlxa^ ^� ...w_:.,_w..w, —`--^ •-6= r...= _w_1- ..OLm1e":". e1 9 is ._.._.a.. _�_ 4-. 4-x p..EIU0i NOTwT].me,. la ma Ae IA lr n ,» " e •� MOM mwewwm.• rt ems: m } _ TAMI/YI mQOWATM •�' -_ - WtWhI Y�NEU. II M090LnGY*C ^^' rr mww4 s.arsM,AM Mo mrrr 4ma.mama.oft a .M1 —- 5 *crc-r= — - — w �. y-,w ' .. I r� ®Si I --- - .a 4 1'4 UM k �'I,' . I I Y4 J I. I ""-/�n,�mi�1 '�I�I rill dL b .rnGE r».ww•caan • ,.[MIGfICVn„EE'win wins �� 'TIpKM1WY GLOW./ 2 Vann_- .:...... _.w._ M LA Z.: 0.M1 .�wti-- �c1V^ 111.IP* �E6- II A.!a* :w.��...._._ ®—�... `+_.. , sr.•w. Ni TYPICALTG144ZG nv,WAY a �'_r.w•• '... . �R r.R{} — giE0 NI. ............a.....,as..••V.�OMa`T nENEwe.I1-31-21 ONE INCH �•h MOWp1 ........••••• E SW HAMPTON ST 12"UPGRADE(P-166) &SW 69TH AVE 12" UPGRADE(P-164) �� "MS' murraysm,7h TUALATIN R DISTRICT S VALLEY KR oza� M.M WATER DISTRICT TRAFFIC CONTROL seEn rw I¢v OEgCMpnn. II Wilt C11tb Alf"C.Ecm w, wF 37 e DETAILS REVISIONS ..m..at-MI". TC5 c.\lVz_R.i.F.\..\M O-SW Hampton A and sx men.Am I}}.M\con\E1,.t.\IO-z880-tF-IcAry-7/,/3010.:u FM-177.C3M033 L I A IBICIDI E I r I G I H I I I J I K I I- I M I N I 0 I P I SHTCS SHTC6 _ _ i _ SW Al1ANG ST I I I r — 9 I III , I SHT CJ LHI _ . ppTpN yT i_� s B ____ 1 t — J N J 1 I— W HA I L I— SW BAnae ST — N I II I I 1 SHT C13 1 1 ■ i■ I I _ I 1ij I of Ito-1 < I I— I 6 Ili! I I I _ set ca,j L — J _ I 6 I h 5 SW[LIMN ST -- / I i 11 1 1 �_ ,-' I 1 4 I — I----T I. I v/ 1 ' 1 _LL i , , 1 1 J 1 _ SW DARTMOUTH ST I <V I I — � _ 2 - �� per., I --1 I PLAN scueT•-xoo• SW 69TH AVE UPGRADE SW HAMPTON ST UPGRADE 44"N'e` RE•awkia-3hS! ONE INCH SOS: THAW aW ��- SW HAMPTON ST 12" UPGRADE (P-166) _ S no. CSx63 .WI, W� TUALATIN VALLEY &SW 69TH AVE 12" UPGRADE (P-164) ��m„ uc o a_ murraysmi7h ."° 1;CM" ' w WATER DISTRICT KEY MAP yT wC MV C6WEMX1 ev NAIL OR'S,ww wags, w sue REVISIONS .wwawn Iu. nn- - Dw4 TO. Cl t:\Po%-hoHOMI IEM-SW Xampon St and so NM Iw Wm*\CRAM*\I9-2!W-ONCE.-7/I/Otto♦.4I vw—LEA-,M nivs A I B 1 C I D I E I F I G I H I I I J I I{ I J. . N I_ N I 0 I P 9 — I / \ vxxTSRMNAVE I \ 8 j— s — - Z,,E_ . 1 I o SW 69TH AVE J h Z� .�— ._ \ c — xrN __ it�riwsv ff s4�ii�s4r~svtNtWvssAsf►r4v+sa ¢� SHUT-0IF AND ABANDONY Ewer i'VALVE O / • e ABANDON BOST 1'W \ IN PLACE \'' , {YQ \ �, O \ PLAN Zv. \\ s SCALP I'=40' C. I.CONTRACTOR SHALL POTHOLE AND VERIFY LOCATIONS,SIZES AND 4 DEPTHS OF!BUSTING UTILITIES.NOTIFY ENGINEER OF POTENTIAL CONFLICTS 72 HORS IN ADVANCE OF WATER MAIN INSTALLATION TO ALLOW FOR CHANGES IN ALIGNMENT OR GRADE. 3.LOCATION OF EXISTING UTILITIES ME BASED ON INFORMATION — SUPPLIED BY OTHERS AND ME CONSIDERED APPROXIMATE. 3 1,NA° .71EGON* eIENEwa,12-3f-2/ °=R=� SW HAMPTON ST 12"UPGRADE(P-166) �TL T" 0 sr.Na C,SRSS � "" TUALATIN VALLEY &SW 69TH AVE 12"UPGRADE(P-164) Y..,� murraysmith ND G,2,„ o: LIZ m ' w WATER DISTRICT SW 69TH AVE PLAN SHEET Ho REV DESCRPR E B. DAME GFP'D APPR x u, DI u.i IBOF 2 REVISIONS -..\19-7 DA u. NO. CZ c\POv_P,o;<,.\,P\xeeR-sB,.",�st a„n sN wAw A..up,...\OMD\N.D.\1v-xsm-aM-C n.a-x/I/Toxo.D WI-IFAm oxs • • • A I B I C I D I E I F I C I H I I I J I K I L I M I N I 0 I P ' STA A2a64 NOTES: SIDEWALK RESTORATION, II STA A3+135 ' STA AI+SB mos sw Fvw u[ sw N652379.30,E]625I88.15 Hun SETA Av[ SEE NOTE II. N652500.11,F]625193.65NRNLSH B INSTALL: 1.CONTRACTOR SHALL POTHOLE AND VERIFY LOCATIONS, N652173.36,E7615183.21 STA A3H] FURNISH&INSTALL' FURNISH B INSTALL. 1-ANODE,SEE NOTE 13 SIZES AND DEPTHS OF EXISTING UTILITIES.NOTIFY 9 STA A3+55 30'%5'RMP B DETAL CC3a,SMi C20 N652162.49,E7625191.97 1-12Yi°DI HORNS BEND,MJ ENGINEER OF POTENTIAL CONFLICTS 72 HOURS IN ADVANCE 1-ANODE,SERF NOTE 11 FURNISH h INSTALL: I OF WATER MAIN INSTA1LAT10N TO ALLOW FOR CHANGES IN 8 DEfIAL CC300 SNT C20 IA65137E75,E]625187.7] / CONST EMT STA A2+Bl STA A3H5 FURNISH h INSTALL: // 10'XS' 1-he INSUL SINGLE I I ALIGNMENT O0.GRADE. �PROTECT CREEK 1-R'INSUL SINGLE illhir PERM ESMT N65S396.5),E)fi25188.91 WATER SERVICE Nfi52509.1],E]625I98.1B CROSSING WATER SERWCE SS FURNISH h INSTALL: PER DETAIL 1,SHT CM I FURNISH fi INSTALL: 1 LOCATION OF EXISTING UTILITIES ARE BASED ON �� PER DETAIL 1,SNT C18 • "■ I A'INSUL SINGLE _ _ I 1 2115°DI HORI/BEND,NJ. _ INFORMATION SUPPLIED BY OTHERS AND ARE CONSIDERED • f. q PORTER AILS,SERVICE • CITY OF TIGAAD APM10%IMATE PER DETAIL 1,SXT CHI PAVING MORATORIUM 3._ SHALL PIPE -J u �+.. fi -- _,4..y t-��:: b - \ • V� ALL]OINK ON PIPE,FITTINGS 2FITTIX AND VALVES SHOWN SMALL BE INC COATED DUCTILE IRON CLASS 52. B W I ' • _ems_ F TR MA OR FLEX RING JOINTS,UNLESS OTHERWISE NOTED. Fu } z q9 W 69TH AVE L • __ q.INSTALL WATER FACT f E5 PER TYPICALTRENCH SECTION �_ -1x^fi o-^Al+00£ A2� f _- '..'.� A3+9D-...12 OT W I �l- y ` .. 00 --_••w� w SHOWN ON%IWO STD DETAIL 2O1 - ri� H'PSn/// /P4/-.2 4 /-Ft11f' - IA/ • /-F/' ? f/YW4-tkP. i /a `3tH , 'I I-0 ' 5.WHERE HORIZONTAL AND VERTICAL BENDS ARE NOT us I- • _ V _ /N s - - ------..i wtww)-E...- SPECIFIED,CONTRACTOR TO DEFLECT PIPE TON. EVE M f 1- --_ �rR -- ---_ - --- -- - HORIZONTAL AND VERTICAL CURVES AS SHOWN.THE =- T- _T \T 13'5��. yyyy}}}}.... -T. '� \ 4 - _.%-I• , CAP-OR D0.PLUG,ABM WATER MAIN o MAXIMUM ALLOWABLE DEFLECTIONALLEDDW SHALL NOT EXCEED 50% T /T - - _ _ �//-H/-f(/-AF H'H')Y/ff if fi//-/-f lNl I//H, If _ _ _ OF THE INSTALLED DEFLECTION RECOMMENDED BY - ''1) I e) THE PIPE MANUFACTURER. STRADDLE 5TAA3+01 ` SOW CUT,BACK REMOVE K. - STAMt09 BLACK, N652219.04,E I0.62 COMPACT INSTALL Iola'PERM ESMT 10'X]'PERM N652522.98,EXIST S 9.2E b.FINAL LOCATIONS FOR FIRE HYDRANTS,BLOW OFFS,AND - SEE NOTE 10 COMNFCT TO EXIST 12'DI W TEE-CUT AND INSTALL 20'1LT TEMP ESM CONNECT TO EXIST 8'01W AIR RELEASE VALVES TO BE COORDINATED IN FIELD WITH REMOVE 2'VALVE PERMANENT AC CONST ESXT FURNISH B INSTALL: SEE NWD STD DETAIL 201 20'%T TEMP 1 REMOVE EXIST BO ASSY AND DETERMINED BY ME OWNER. STA A3M5 CONST ESMT L FURNISHX INSTALL: PER EITAL C SPOOL WI INSUL F10, 7.CONTRACTOR TO VERIFY DEPTH OF EXIST WATERLINE FOR PE0.DETIAL CC201,SOT C20 NRNISH 51,STALL:91.88 SHUT-OFF EXIST 1' ~ ltl' ST SPOOLS W/INSUL iLG, 6 1-INSUL JOINT TEST STATION ABANDON EXIST q'W NRNISX fi INSTALL: VALVE AND REMOVE CAN I -PER DETAD.CC301,SM C20 TE IN AND MUST FITTINGS ACCORDINGLY. IN PLACE1.D TEST STATION,SEE DETAIL 1,SHT C21 PER DETAIL 1,SM C21 1-3'T'INSUL SINGLE Z 8.ALL DUCTILE IRON PIPE AND FITTING SHALL BE ENCASED WATER SERVICE IN 2-8 MR POLYETHYLENE FILM SHEETS PER 1w50 SW MN AVE 1-LOCAT M] OM9 SW MTx AYE PER DETAIL I,SPIT IXfi uM SYaINl01 Q STA A3+99 1-LOCALE WIREDMETAL STATION,10I- N6525I3.03,STALL:99.55 SPECIFICATIONS.BOND ALL JOINTS PER SPECIFICATIONS. PER TV'ND STD DETAIL 310 Z FURNISH B INSTALL: 1-2'CARD PER TVWD 9.INSTALL NEW WATER SERVICES TO METER,INCLUDE IN J STD DETAIL♦05 PRESSURE TESTING AND DISINFECTION. (J 1-11118'DI RDGR,N PLAN 1-LOCATE WIRE TEST STATION 10.CONTRACTOR TO VERIFY RESTRAINT ON EXISTING 5 PER NWD STD DETAIL 310 STRUCTURE PRIOR TO CONNECTING.IF EXISTING LINE IS SC 71+10' (f) STA G3+70 PROPERLY RESTRAINED STRADDLE BLOCK IS NOT NECESSARY. ""I 'l-r-Iwww- K N652485.19,E762519296 ID FURNISH 61NSTALL: 11.RESTORE SURFACE ACCORDING TO SPECIFICATIONS. - y r 1-ANODE,SEE NOTE 13 SAWCUT AND REMOVE SIDEWALK TO NEAREST PANEL FOR t7 L9 p &DETAB.CC300,5HT C20- SERVICE LINE.SAWCUT AT SACK OF CURB AND PROTECT W ^ EXISTING CURB.INSTALL 1UWSIOSM UNDER CURB. _ _iR p PROTECT SIDEWALK FROM TRAFFIC UNTIL CURED. 300 I 1 oR. ~ -,r, 3� ID WATER PER TER CONNECTIONS TO BE MADE BY REGISTERED , 295 FDF�� i°15 195 II.INSTALL ANODE AT THE CLOSEST JOINT. - �161 - ------ ----- -- ------- I. • 290Y y--J- - • 190 3 8 g 1 I S A A3+99 366 ` i$p ----- - WLV•HI PT -._. 265 - STA It'X0'B'DI of ROCK,N 280 ----- IE.287. 380 1 2 STA AIWA I FURNISH h INSTALL: .efA MM' MIX 1S°VERT DENO,TV h.TA m.07 1X8. 273 IYMW , IE*2B7.A9 275 1♦ - EjJST FURNISH h INSTALL: Y wp , 1-8'AS°VERT KENO,NJ , I IE.290.02 OREO‘triON vo I - -270 1 0,1+00 A1930 Al+qR ASafO AI+80 A2+00 A1+10 A3H0 0,2H0 A2+80 A)HO A9+20 A2H0 A3+60 A3+60 MMD MEW M+AC PROFILE SCALE:1 ORI 10'VERT RENEW&.I1-3/-24 2NR: VIM •••.. f=H- SW HAMPTON ST 12" UPGRADE(P-166) I2 03 C1203S TUALATIN VALLEY &SW 69TH AVE 12" UPGRADE(P-164) .NB •�- murraysm�7h °' ' neRw, W ws -/' WATER DISTRICT T R I C T SW 69TH AVE PLAN 8 PROFILE sxm ND 1Y OF 07 ALP flPaw RY art 0Nb NTR RR9m W. wx ' STA A1+00 TO STA A4+40 REVISIONS NNRME.LTA w DND x0. C3 D:VOLPre}IN\IWM66-SW Naos*91 are S wu w Ippr\OrNW+A\IS-2oa-c4 -2/0020 p21 Psi-LEA CONNOR, I A I B I C I D I E I F I G I H I I I J I K I I I_ 61 I N I 0 I P I tins 5w 66M/.VL 62.209w exam ST I STA 01+26 STA 83+85 NOTES: N653053.91,E7625221.26 N653313.72,f7525225.61 3.CONTRACTOR SHALL ROTHO E AND VERIFY STA BI+00 O-i I FURNISH&INSTALL: FURNISH 6. LOCATIODEPTHSINSTALL: LOCATIONS,SIZES AND DEPTHS OF EXISTING 9 N653038.14,E7625220.08 I-LOCATE WIRE TEST STATION 142'INSUL SINGLE WATER SERVICE UTILITIES.NOTIFY ENGINEER OF POTENTIAL CONNECT TO EXIST 6'CI I PER TVWD STD DETAIL 310 PER DETAIL L SOT CIE CONFLICTS 72 HOURS IN ADVANCE CS WATER FURNISH&INSTALL: ETA 02+18 MAIN INSTALLATION TO ALLOW FOR CHANGES IN I 1-6'X6'HOT TAP CONN W/SLEEVE ASSY YI STA 01+58 N653165.71,E7625225.20 STA 03+60 ALIGNMENT OR GRADE. .52,E7625224.45 - &INSUL FLO DETAIL CC201,SOT C30 N633066.11,E7625222.46 FURNISH&INSTALL: N6532871.6'CV,MGM I FURNISH&INSTALL: I-1M INSUL SINGLE FURNISH&INSTALL: 2.LOCATION OF EXISTING UTILITIES ARE EASED 1.6'X23'OLDR.MI I K 1-ANODE,SEE NOTE 12 WATER SERVICE 1-ANODE,SEE NOTE 12 ON INFORMATION SUPNED BY OTHERS AND 1-TB O I'.. Y &DETAIL CC300,SHT C20 PER DETAIL 1,SOT CH &DETAIL CC300,SIR CUD ARE CONSIDERED APPROXIMATE. PER TVWD STD DETAIL 302 I J I - SAW CUT,REMOVE AC, 8 1-INSUL JOINT TEST STATION } - - — L COMPACT SACKFUL,TEE-CUT — - - _PER DETAIL I.MN Cu1 3.ALL PIPE SHALL BE ZINC COATED DUCTILE QAND INSTALL PERMANENT AC - -0 IRON CLASS S3.ALL JOINTS ON PIPE,FITTINGS + SEFTWIO STD DETAIL 201 0 AND VALVES SHOWN SHALL BE TR FLEX OR F _Q FLEX-RING JOINTS,UNLESS OTHERWISE NOTED. Y _ A-B yi AN NOPLACE T PER TYPICAL N : -:0 :. - c F'1') TRENCH SECTIOP. INSTALL N SHOWN OFACILITIES TVWD STD DETAIL 2� — --2_ SW 69TH AVE I L _ w_ --- Tni 201. K _q yw -- rW --8 ,00 -.-..�._-__62+5D- �_--- II DIw 7 sP5F Z S.WHERE HORIZONTAL AND CTOR TO BENDS Z p ARE NOT SPECIFIED,CONTRACTOR TO DEFLECT --I-. .N....9 .*,-"-�-I-3 /l • FH flick?' 91FN-F/-AN✓H FFf H-/ff/�-//-f '/-F/LY�fi/ '/HIM//E - �0 PIPE TO ACHIEVE HORIZONTAL AND VERTICAL _- - -}-T} -o�T T T -e�.9- ' i_ - _-�i-- I -i _—- IE I ] DEFLECTION SHALL NOT EXCEED SO%OF THECURVES AS SHOWN.TIE MAXIMUM - MAXIMUM INSTALLED/-F-�-- R I - - - - - I . r RECOMMENDED BY THE MPDEFLECTION E MANUFACTURER. . ` 6.FINAL LOCATIONS FOR FIRE HYDRANTS, CAR DR MUD,ABM STA B3+01 STA B3+42 ` BLOW OFFS,AND AIR RELEASE VALVES TO BE 6 ffi-Ny I i WATER MAIN N653232.09,E7625229.17 N653369.18,E7625223.61 \` COORDINATED IN FIELD WITH AND DETERMINED FURNISH 6 INSTALL: FURNISH&INSTALL: 10:X7'PERM BY THE OWNER. I I 1-12-11Y•BORIC BEND,MI 1-12'lam•HORIZ BEND,NJ ESMT - 1-NI'INSUL SINGLE 30'X7'TEMP 7.CONTRACTOR TO VERIFY DEPTH OF EXIST I I WATER SERVICE COAST fSMT WATERLINE FOR TIE IN MID ADJUST FITTINGS I PER DETAIL I,SEPT CIO ACCORDINGLY.11710 sw Am AW Rao AY NYIOIzr I I I 6015 sw Awn:AE I 165M1W691NAW I 0160 SW ATMTA sr B.ALL DUCTILE IRON PIPE AND FITTING SHALL 5 - ,..`_, PLAN BE ENCASED IN 2-8 MIL ROLYEIK:UNE FILM sar.17 n o SHEETS PER SPECIFICATIONS.BOND ALL JOINTS PER SPECIFICATIONS. 9. INSTALL NEW WATER SERVICES TO METER, - INCLUDE IN PRESSURE TESTING AND 310 310 DISINFECTION. - II YY H 9' 4G % Is zZ 3 SPECIFICATIONS.DNS, FACE ACCORDING TO 4 �5. (((�SOO —ai-N� I O id--2 i 1 305 II.WATER METER CONNECTIONS TO BE MADE in g BY REGISTERED PLUMBER PER CODE. 8 N 8 12.INSTALL ANODE AT CLOSEST JOINT. no -ALI, _ CIO CC 3 295 J D 395 1'lm 61 W Fo.1 DA9 gil Z w = 200 4 16 < 90 Z 2 2B5 STA 2B5 1-6-'GV,FLGJBD IE393.76 - 9B.]6 ENE J tl� ' 260 2l0 \ 61+00 01+20 01+10 B1+60 B1+80 B2+00 02+30 82+60 02+60 82+00 B3+00 B3+20 133+40 B3+60 03+60 81+00 O. PROFILE SCALE:I'40'HOR12,I'=10'VERT REN6118GI1-3/-2/ A~ONE INCH SW HAMPTON ST 12"UPGRADE (P-166) PATE 7nNm M.FAS Ate• " & SW 69TH AVE 12" UPGRADE P-164 ADDT G,zesB _�� TUALATIN VALLEY ( ) m ; :` murraysmith v WATER DISTRICT SW 59TH AVE PL,N&.,HtTFILF GL36S4 REV 0[8CRWTIOM BY MJE tlMb .. P!� lu 05 ' STA 61'-00 TO STA sac::::: 514E1 N& XE�n HZVIBIONS N•v .s LLA M EWE K& C4 D\Fm-Fi6yds\HO O-69 women 9 we Al 6•111 Atm tA,vee.\TAo\s6.lt.\n-2WO_OE_ca0-7/6/2000+:53 Pu- [ac0Wro5S I A I B I C I D I E I F I G I H I I I J I K I L I M I N I 0 I P NOTES: 1.CONTRACTOR SHALL POTHOLE AND VERIFY LOCATIONS,SIZES ETA B•+S0 AND DEPTHS OF EXISTING UTILITIES.NOTIFY ENGINEER OF 9 SEE CONNECTION I N653391,31,E7625243.43 POTENTIAL CONFLICTS 72 HOURS IN ADVANCE OF WATER MAIN DET I,SHT CIS FURNISH&INSTALL: INSTALLATION TO ALLOW FOR CHANGES IN ALIGNMENT OR DUDE. 1 —t.c T 1-lYX6'TEE,MJXFLG • - 9 I-FIRE HYDRANT PER NA 2.LOCATION OF EXISTING UTILITIES ME BASED ON INFORMATION I DETAIL 3,SAT C19 SUPPLIED BY OTHERS AND ARE CONSIDERED APPROXIMATE. \ 1-LOCATE WIRE TEST STATION PER WED STD DETAIL 310 '1 N 3.ALL PIPE SHALL BE ZINC COATED DUCTILE IRON QASS 52.ALL \ •• n 4- JOINTSJOIN ON PIPE,FITTINGS MID VALVES SHOWN SHALL BE IR FLEX j' —— —7 - •'DINE DO'—_ _ly —656-—I a3 OR FLEX-RING JOINTS,UNLESS OTIERWISE NOTED. B I 9 — _`.. --�1T — I % . — __ a'S I.INSTALL WATER FACILITIES PER TYPICAL TRENCH SECTION — — _.BEFOG IA,, SHOWN O3 TVWD STD DETAIL 201. P F W LA S.WHERE HORIZONTAL AND VERTICAL BENDS ARE NOT SPECIFIED, — pJ.. � 6 ■ 2 J"- - -- - =NI CONTRACTOR TO DEFLECT PIPE TO ACHIEVE HORIZONTAL AND L_ — I R DEFLECTION Q RYES AS SHOWN.THE MAXIMUM ALLOWABLE _ _ _ `- r ,I p w// , - � Fin DEFLECTION SHALL NOT EXCEED SO%Cf THE UFACTMAXIMUMUR INSTALLED .T.. V 1 I/J — — _ a DEFLECTION RECOMMENDED BY THE PIPE MANUFACTURER. T ABANDON EXIST B'W STA BSa60 I IN PLACE 6.FINAL LOCATIONSLVEST FOR FIRE HYDRANTS,BLOW OFFS,AND AIR Il.l I {�6 N653390.29,EJ62S323.UI RELEASE VALVES TO BE COORDINATED IN FIELD WITH AND 1O FII DETERMINED BY THE OWNER. Feto sw.TURr�sr FURNISH h INSTALL:NOTE — Q I 1-ANODE,SEE NOTE 13 SAW CUT,REMOVE AC, h DETAIL CC300,PP C20 CONTRACTOR TO VERIFYCODEPTH OF IXIS WATERLINE O f NI 1 l COMPACT BACKFILL,TEE-CUT IN AND ADJUST FITTINGS ACCORDINGLY. INSTALL PERMANENT AC I SEE SEE TWAT STD DETAIL 201 B.ALL DUCTILE IRON PIPE AND FITTING SHALL BE ENCASED IN MATCHLINE STA B4+00 2-h MR POLYETHYLENE FILM SHEETS PER SPECIFICATIONS.BOND 6 SEE SHEET C. AN ALL JOINTS PER SPECIFICATIONS. S �0, 9.INSTALL HEW WATER SERVICES TO METER,INCLUDE IN PRESSURE TESTING AND DISINFECTION. — 320 S 320 10. CONTRACTOR TO VERIFY RESTRAINT ON EXISTING STRUCTURES PRIOR TO CONNECTING.IF EXISTING LINE IS PROPERLY RESTRAINED STRADDLE BLOCK NOT NECESSARY. 315 ....)1) 315 IS.RESTORE SURFACE ACCORDING TO SPECIFICATIONS. 5 • • IT Si 12.WATER METER CONNECTION TO BE MADE BY CERTIFIED 310 S P '' 310 PLUMBER PER CODE. — }I S s 3 � hi ii!I P 13.INSTALL ANODE AT THE CLOSEST JOINT. P 4 305 O -U_; 305 • 33Lg _ 300. ! 'g ' 3 Yw 300 Y95 395 3 f 290 'TA 04404 290 STA BINI FURNISH h INSTALL: FURNISH&INSTALL: 1-12'114.VERT BEND,NI 1-12'1130 VERT BEND, 1E4293.13 2e5 IE=291A6 STA B4+64 BA+e0 Thy BIN,STA B4+51 3.11'B ,MI I.I.-13Y6'TEE,MJXFIG FURNISH&INSTALL 1-1TX13'TEE,NJ 1Em293.13 O PAN. I-12'I.13 VERT BEND,MT IE i 393.13 I _.Te �M i. IF393.13 180 J — 1h0 --- ^I BIND 5Ii30 BIND B9a60 M+6D BSa00 85+30 BSNO 6SF60 BSNO Bbf00 B6+M \,1�^oi 07 PROFILE SCALE:1'=4O'HDRa.l'-10'SEPT • wave..l1-3h21 - ONE INCH SW HAMPTON ST 12"UPGRADE(P-166) DATE MORO P De*AT nu & SW 69TH AVE 12" UPGRADE(P-164) .DET DI1w TUALATIN VALLEY CUSS. r ON as ro. '" ., D MRsx murraysmith WATER DISTRICT TT A'FLITS AVF PI AN&PROFILE DEWIER me OAR: SM.-7HD. 21 OFSY 611.1911111 REV u[sCRIIRUN T WE web AM'R Pavan W am: STA 13,1.00 TO STA 66+20 046 M. C5 REVISIONS uw B e ovo A . 0:\PDX.P,Ncls\I9\16W-SW H.Mu,SI*RV 691h N.BPPn3.\CYI\R,0AI9-I03-0R-C9p-7 I/ICN' RR,RR-I(ACINRS A I B I C I C I G I_ M I I I J I K I L I u I N I 0 I P STA B6f90 NOTES: PROJECT WORK BY TVWD CONTRACTOR 1.CONTRACTOR SNAIL POTHOLE AND VERIFY LOCATIONS,SIZES WORK AS PART OF METZGER N S PROJECT AND DEPTHS OF BUSTING 1TILRIES.NOTIFY ENGINEER OF 9 STA B6+B5 y'A}, m-D. C/ : Y, I A. '� POTENTIAL CONFLICTS 72 HOURS IN ADVANCE OF WATER MAIN X653]91.]I,E]625HJ.53 "yam xC ETA 87f88 -� _ INSTALLATION TO ALLOW FOR CHANGES IN ALIGNMENT OR GRADE. FURNISH NINSTALL: -"'TA 06+90��,: ) _N653396.23,EJ625550.55 .1-3'GRV 'N653391.BB,F/625452.99 1-12'11Y•HORIZ BEND,MJ\� 2.LOCATION OF BUSTING UTILITIES ARE BASED ON INFORMATION SEE TWO STD DETAIL MS - — CONNECT TO EXIST PHASE BREAK ASSY / SEE NOTE 10 SUPPLIED BY OTHERS AND ARE CONSIDERED APPROXIMATE. N- 1-32'PHASE BREAK } ., _ .-.:rw-. 1 SEE TVWD STD DETAIL 300 STA 67+99 3.ALL PIPE SHALL BE ZINC COATED DUCTILE IRON CLASS 52.ALL LEY ^ N653395,18.E2625561.57 JOINTS ON PIPE,FIRINGS AND VALVES SHOWN SHALL BE TR FLEX m /1 I I ROCKER PIPE ASSY: OR FLEX-RING JOINTS,UNLESS OTHERWISE NOTED. 'a SW ATLANTA S i 2-5'LONG 12'DIPPE B BB 4,INSTALL WATER FACILITIES PER TYPICAL TRENCH SECTION H - -- — - :7+00 13'Di W 1-LOCATE WIRE TEST STATION PER SHOWN ON TVWD STD DETAIL 201.IJ) / TVWD STD DETAIL 310 WZ -3_`i// � ��/5 / /�Oil :: SEE NOTE 30 5.WHERE HORIZONTAL AND VERTICAL BENDS ARE NOT SPECIFIED, — tt /�/ • CONTRACTOR TO DEFLECT PIPE TO ACHIEVE AXIMU HORIZONTAL AND V & - / I \S - VERTICAL CURVES AS SHOWN.D E VA MAXIMUM E ALLOWABLE N� S k k� j�/ DEFLECTION SNAIL NOT EXCEED 50%OF THE M0.J(IMUM OJSTALLED S555\\�� STA 89101 DEFLECTION RECOMMENDED BY THE PR:MANUFACTURER. T b�=J / SS \ N653394 94,E62556413 6.FINAL LOCATIONS FOR FIRE(HYDRANTS,BLOW Offs,HOD AIR CAP OR PLUG, A k 1 12'X33'TEE,M] RFI EASE VALVES TO BE COORDINATED IN FLED WITH AND SAW CUT,REMOVE AC, ABAN WATER MAIN 3 �/ \ 'I 'INSUL TEE W/INSUL FLOWN DETERMINED BY THE OWNER. COMPACT BAIXPLL ABAN VALVE AND I � - / DETAIL CC201,SIN C20 — Q TEECUT AND INSTALL PLUG TEE E-IXSUL JOINT TEST STATIONCONTRACTOR PER ).CONTRACTOR TO VERIFY DEPTH OF EXIST WATERLINE FOR TIE PERMANENT AC I • / DETAIL I,SHT C11 IN AND ADJUST FITTINGS ACCORDINGLY. SEE TOWS STD DETAIL ill 60 T'''"n'W"ST 1 / SEE NOTE IOono I / B.ALL DUCTILE IRON PIPE AND FITTING SHALL BE ENCASED IN ETA B2+60 2-8 MIL POLYETHYLENE FILM SHEETS PER SPECIFICATIONS.BOND 6 N653394.90,E7625522.92 ALL JOINTS PER SPECIFICATIONS. PLAN E II I k DETAIL CC300SHT C20 9.INSTALL NEW WATER SERVICES TO METER,INCLUDE IN SCALE 1'A4E' . I SEE NOTE 10 PRESSURE TESTING AND DISINFECTION. rW 10 INSTALLED BY TAWO CONTRACTOR AS PART OF METZGER N-S Zj PROTECT.ITEMS NOT INCLUDED IN BID QUANTITIES FOR SW 12 N HAMPTON ST It UPGRADE&SW 69TH AVE 12"UPGRADE PROJECT. ND I H H I I 3 mz 8G3"' 340 5 '^ 11.INSTALL ANODE AT THE CLOSEST JOINT. p 335 g Jy _L,r 335 330 ' g w 6" W m - /- 330 1 Y % NS ` J 325 0 11 id STAB)+9) 1-12'4V,NJ l 3IO }y A IF6329.79 320 3 tiG 1: 315 NW;' 315 w Z -R STA%J85 I!I'� 5 CARV 0I9 FT IE6317.05 2 310 I • 310 6( PROJECT WORK WORK BY TVEY°CONTRACTOR p�N1• AS PART OF METZGER N-5 PROJECT At 305 - -1_ ` 305 4 R�/AJ 06+20 86+43 B6+60 86+80 07+00 BJ+20 BM] 0 B7+60 B]+80 B8+00 BE OREGO PROFILE 1 SCALE:t'=40'HTIP12,]'=10'VERT °Nr=,1P�_ " SW HAMPTON ST 12"UPGRADE(P-166) �T ]'Nn0 &SW 69TH AVE 12" UPGRADE P-164 C1186J °"" NN w mur aySl1/I��i TUALATIN E P 0I N VALLEY ( ) ""ET NO C126y u NO w WATER DISTRICT SW 69TH AVE PLANBPROFILE SNDT NO npP B) INV OISC9iP BY WI*KZ ANTS«am: LLA w STA 86�20 TO STA BR+00 REVISIONS An wm wMe La, oT10 MO. C6 P.\FON-3.1**\19\MO-sW na,^0.^St aM sX 19I8 In up,u1.\0D\8NM0W-2 00-O0-cey-]/1/]02,Cr PV-Eucaaaas I A I B I C I D I E I F I G I H I I I J I K I L I M I N I 0 I P I 6w F I I wI flTA av Jem AN I pH SW ST STAC3+32 Q I 1 FURNISH&INSTALL:].31 I 9 I STA C0+71 STA C1+00 1-BO ASSY 9E0.TWID T6I9953.98,E]6355]fi.06 N649952.79,E7625605.55 C STD DETAIL 306 HERO Sr RT.AVE CONNECT TO EXIST 12'TEESTA C3y50 RECONNECT INSTALL:EXIST 6'W 1-LDCATE WIRE TEST STATION FURNISH&INSTALL: _ FURNISH 6mJ PER TVWD so DETAIL 31D LD 1.13'BEV,MIXNO W/ RESTORATION FURNISH H 61XST946.78, 6ALL:55 N - 1-12'[6'HOT TAP STA C1y96 19P- 1-a'GV,FLG MI INSUL FLU,PER DETAIL H6A99•HB.]B,E]635]03.33 SEE NOTE 11, }� 1�.LL PD CC101.SHf CZO LD1-2-INSUL SINGLE �T(/Iy ® F 1-TB 1-INSUL JOINT TEST FURNISH 6IHSTpLL' WATER SERVICE, ro� PER PM'D STD DETAIL 301 STATION,PER DETAIL 1 Q 1-ANODE,SEE NOTE 13 PER DETAIL 1,SM C18 B -I- ONT - $HT C31 I/) r 6 DETAIL CC30O,HT C20 1-3'GV,MJ - -3.6Y5•HORIZ BENDS,MI- - _ 0 A . • o rn ;SW J-I .MPTON ST I 1 _-c® D1f00 I - _ — — — - - -�— 9 -Irv,.L' I --_-- a OD- _1 ___ _ _ ,00'_'TT .--1-- 1rw- -Irw-- -- J�F-�� L 7j _'�Y _Z1 ".T 'L--_1 HEN I� T HNHY/. /11"""." /-f/Y/a He#H1MHY.hHhYHYY-W4eIrNYfW/ftiH' "'ell'' f/-, 1*....YfFALVW-/H -2 W cl � -Hrrrrritrr;,i-HYvd/i/-rr. ----z _ • a - I! MAN EXIST 2'VALVE �EXIST 8'WIN DIP OR PLUG, �LE BLOCK, SIDEWALX `-SAW Cur,REMOVE AC, 6 AND BLOWOFF IN PLACE PLACE ARAN WATER MAIN TYP SEE NOTE IO RESTORATION, COMPACT BACKFILL, SE I SEE NOTE IS TEE-CUT AND INSTALL PERMANENT AC SEEE l D,SHEET C30 MO SW MOT.STSEE NWD STD DETAIL 201 - NOTES: I PLAN I.CONTRACTOR SHALL POTHOLE AND VERIFY LOCATIONS,SIZES AND DEPTHS OF EXISTING SCALES 40 UTILITIES.NOTIFY ENGINEER OF PM ERA U&CONFLICTS 72 HOURS IN ADVANCE OF WATER 5 MAIN INSTALLATION TO ALLOW FOR CHANGES IN ALIGNMENT OR GRADE. H 2.LOCATION OF EXISTING UTILITIES ARE BASED ON INFORMATION SUPPLIED BY OTHERS C AND ME CONSIDERED APPROXIMATE. - S D$ Ef - 3.ALL PIPE SHALL RE ZINC COATED DUCTILE IRON CLASS 52.ALL JOINTS ON PIPE,FITTINGS E.g y- ^ AND VALVES SHOWN SHALL BE TR FLEX OR FLEX-RING MINTS,UNLESS OTHERWISE NOTED. 265 —P -8-- .I - 265 4.INSTALL WATER FACILITIES PER TYPICAL TRENCH SECTION SHOWN ON I WD STD DETAIL $¢G ai'f n e• g S C T�a� i j y 4 201. 160 - rn YinA lI' P_4_ui _ _, ---,260 5.WHERE HORIZONTAL AND VERTICAL BENDS ME NOT SPECIFIED,CONTRACTOR TO - + DEFLECT PIPE TO ACHIEVE HORIZONTAL AND VERTICAL CURVES AS SHOWN.THE MAXIMUM �_, , U _ ALLOWABLE DEFLECTION SHALL NOT B OGEED 50%OF TIE MAXIMUM INSTALLED DEFLECTION RECOMMENDED BY THE PIPE MANUFACTURER. 4 255 _ _ 255 6.FINAL LOCATIONS FOR FIRE HYDRANTS,BLOW OFFS,AND AIR RELEASE VALVES TO BE __�-" COORDINATED IN FIELD WITH AND DETERMINED BY THE OWNER. - - 11bL•N 2 3 2.CONTRACTOR TO VERIFY DEPTH OF EXIST WATERLINE FOR TIE IN AND PWUST FITTINGS 250 7- 250 ACCORDINGLY. --_---_- S' 8.ALL DUCTILE IRON PIPE AND FITTING SHALL BE ENCASED IN 2-B MIL POLYETHYLENE FILM — (; 2ETBEBD ONS A2 M] 245 9INSTALLNEW WATER SERVICES TD METER,INCLUDE IN PRESSURE TESTING AND 1-I2'M.VERT BEND, STA CI+2I DISINFECTION. IE.246.33 FURNISH&INSTALL: 2 10. CONTRACTOR TO VERIFY RESTRAINT ON EXISTING STRUCTURES PRIOR TO STA CI+04 1-12.2253•VERT BEND,MI 140 IE.N9.T1 MD ...G11 PBN. CONNECTING.IF EXISTING LINE IS PROPERLY RESTRAINED STRADDLE BLOCK IS NOT FURNISH&INSTALL: ' . NECESSARY. 1-12'95•VERT BEND,N STA6+22 �T, ~Apt E.2M.]OI BO I SY 0 LO Qy 11. RESTORE SURFACE ACCORDING TO AT .SAWCUT AND REMOVE SIDEWALKI J TO NEAREST PANEL FOR SERVICE LINE,SAWCUT AT BACK OF CURB AND PROTECT EXISTING 235 235 ) �� CURB.INSTALL 1OOP51 OSM UNDER CURB.PROTECT SIDEWALK FROM TRAFFIC UNTIL C0+00 C0+20 rn+90 C0+60 COL-BC C1+03 C1+20 C1+90 C3+60 C1+30 C2+00 C2+20 C2+40 C2+60 C2+00 C3+00 455 CURED. ,P3' 12. WATER METER CONNECTIONS TO BE MADE BY REGISTERED PLUMBER �I4 N.IPA'LMBE0.PER CODE. PROFILE 13. INSTAL ANODE AT TIE CLOSEST IOINT. STALL.1"-9D'HORIZ,15.10'VERT BLWtA2-3/-2I ONE 1 SW HAMPTON ST 12"UPGRADE(P-166) �D T"10 . (� xu[ PICT.NO. CT3963 _ TUALATIN VALLEY & SW 69TH AVE 12"UPGRADE(P-164) XD. 012a6A murraysmith Na a. WATER DISTRICT SW HAMPTON ST PLAN R PROFILE SHEE NO. 23 OF 37 REVDFSDUPIIpI SO OAR N}Kp APM oXom LA ram NMI STA CA+OO TO STA C3+00 REVISIONS ram.,LL6 M. C7 G rox-P. .Nool 20M-SW MO..s aN SW........YPpeL\CIP\SIW.\M-'MNYLCwq-7 I/1920 0,Pm-LFACC"MRS A I S I C I D I E I F I G I H I I I U I K I L I M I N I D I a I STA C3+20 STA C5+00 1 N649941.76,E9625875.49 N649814.96,f7626888.65 SAW CUT,REMOVE AC, ETA C2+44 I.CONTRACTOR SHALL POTHOLE AND VERIFY LOCATIONS,SIZES AND FURNISH h INSTALL: FURNISH&INSTALL: COMPACT BACIIILL, N649572.64,E2625915.80 DEPTHS OF EXISTING UTILITIES.NOTIFY ENGINEER OF POTENTIAL 9 1-12'90•HORIZ BEND,MI 1-ANODE,SEE NOTE 10 TEE-CUT AND INSTALL FURNISH&INSTALL CONFLICTS 72 HOURS IN ADVANCE OF WATER MAN INSTALLATION &DETAIL CCSDO,SHE C20 PERMANENT AC 1-12'llf•HORIZ BEND,M1 TO ALLOW FOR CHANGES IN AUGNMENT OR GRADE. STA C3+32 SEE WW1 STD DETAIL 201 N649943.29,E7625837.15 ETA C4+21 .—l'�—, 2.LOCATION OF EXISTING UTILITIES APE BASED ON INFORMATION FURNISH&INSTALL: - J�— - N649892.39,E]625880.39 0 SUPPLIED BY OTHERS AND ARE CONSIDERED APPROXIMATE. DANODE,SEE NOTE 10 _ —. tp FURNISH&INSTALL: &DETAIL CC300,SNT C20 _ ..."---E- + 3.ALL PIPE SHALL BE ZINC COATED DUCTILE IRON CLASS 52.ALL 1-2'CARR PER TVIYD 1-12'%6'TEE,MJXFIG - - NS 1-12'BEV,NJ _,may^r----N.. J STD DETAIL 405 J �f-�� -.C)+00 ]DINTS ON RIFE,FITTINGS AND VALVES SHOWN SHALL.BE TR FLEX -DERE HYDRANT PER 1 i "? -- --_ -� 6+00-� _ -- -� < Oli FLEX-RING JOINTS.UNLESS OTHERWISE NOTED. 8 _ W-DETAIL 3,SNT C19 y 1-LOCATE WIRE TEST STATION"T &..- '-04+00--: fir::- --- _ - -- 4.INSTAL WATER FACILITIES PER TYPICAL TRENCH SECOON SHOWN -PER rvwD STD DETAIL 310 - - - SW 66/ AHtAVE aNrvwosrDDETALzoI. I p ' / ,�fi � =�9 5. WHERE HORIZONTAL AND VERTICAL BENDS ARE NOT SPECIFIED. fj µ/ sMNtt1 __ /( A Z CONTRACTOR TO DEFLECT PIPE TO ACHIEVE HORIZONTAL AND z L2�T0 M-A M'*-e / 6-E-�_ - /�yy�Y}., ! �' F VERTICAL CURVES AS SHOWN.THE MAXIMUM ALLOWABLE (Q Nt ;/./.j{4-/eM-/"� l,2 Q DETECTION SHALL NOT IXCEFO 50%OF THE MAXIMUM INSTALLED 0 iiv-- ABAN EXIST B'W IN -r DEFLECTION RECOMMENDED BY THE PIPE MANUFACTURER. 7 a ' __�-e --" MACE STA C6+70 S I' N649646.15,STALL:8.59 6. FINAL LOCATIONS FOR FIRE HYDRANTS,BLOW OFFS,AND AIR / CM OR PLUG, I trr.,.•�. ABM WATER MAIN FURNISH Lk 1-ANODE,SEE NOTE ICI RELEASE LERMINED BEY THE OW TO BE NOERRDINATED IN FIELD WITH AND D�I f I 41 1 _ _ _ _ — &DETAIL CC300,SKI[M - eAee sW x.wrlaA n 2. ADJUST FIT IN VERIFY DEPillACCORDINGLY. OF EXIST WATERIJNE FOR TIE IN 1 AB4N EXIST B'VALVE AND ADJUST FITTINGS ACCORDINGLY. MATC TEMP GP 8.ALL DUCTILE IRON PIPE AND FITTING SHALL BE ENCASED IN 2-S 0 HLINE STA C3rtD SIDEWALK MIL POLYETHYLENE FILM SHEETS PER SPECIFICATIONS.BOND ALL SEE SHEET C9 O RESTORATION, .�` JOINTS PER SPECIFICATIONS. SEE NOTE 9 CAP OR PLUG, 9.RESTORE SURFACE ACCORDING TO SPECIFICATIONS.SAWCUT - ARAM WATER MAIN PLAN AND REMOVE SIDEWAIU TO NEAREST PANEL FOR SERVICE LINE. SCAT:lib' SAWCUT AT BACK OF CURB AND PROTECT EXISTING CURB.INSTALL W 1PSI CLSM UNDER CURB.PROTECT SIDEWALK FROM TRAFFIC UNTIL CURED. 5 10. INSTALL ANODE AT THE CLOSEST JOINT. 270 270 • 0 at F 4 14 Y�i 265 265 O ^ ____ -_---- 260 — 3 Z ENO zss _ — _ ASS C j STA C3+32 STA Ci+2: wooW _� <a _ I-3SX6'TEE,MI CAM O HI PT 250 IE.255.65 1E 256.50 _ w zR 250 • 2 245 245 T' +st .INP4, 1 JM�F . — 240 240 012E006C C3+00 C3+20 C3M0 C3+60 C3+80 C4+00 C4+20 C4+40 C4+60 01+80 C5+00 C5+20 C5+40 C5+60 C5+80 C6+00 C6+20 C6+40 C6+60 C6+11D C7+00 C7+20 C7+40 C7+60 Y>• PROFILE 'M""'°' • SCALE;1'440'HOER,l'=lO'VERT RE NSW10,12-3l-2I ONE NCR SW HAMPTON ST 12" UPGRADE (P-166) OATS 1110 T . a. M. • �`°" R.U. murraysmirth TUALATIN VALLEY &SW 69TH AVE 12"UPGRADE(P-164) 01 ,� P UR VAR, WATER DISTRICT SW HAMPTON ST PLAN&PROFILE 611111 N0 Cf ST ITV 0GONFI0201 WI DAlC Wry WA omoa lu PAIL UMW STA C3+0O TO STA C7+60 REVISIONS 4.696m LEA PAIR '(8 G\PoLLP 661.\I9\2600-St Mw06N7 SI°M 50 REP.w Upq, .\Cb\5H.".\IP-2661NI{Oq-VI/,,2,42I PY-LFAW NOS I A I H I C I G I L I r I G I H I I I d I K I L I M I N I o I P NOTES: 1.CONTRACTOR SHALL POTHOLE AND VERIFY STA CID+A STA CI1+10 LOCATIONS,SIZES AND DEPTHS OF EXISTING 9 N649272.77.E7625911.63 N649136.90,E7625902.12 UTILITIES.NOTIFY ENGINEER OF POTENTIAL SAW CUT,REMOVE AC, FURNISH R INSTALL: FURNISH t INSTALL: CONFLICTS 72 HOURS IN ADVANCE OF WATER MAIN COMPACT 5.5.CNFlLL, 1-12'36'TEE,MIXFLG OR GRADE. TEE-CUT AND INSTALL 1-FIRE HYDRANT PER DTAIL 3,SHT C39 A DETAIL 1-ANODE,CC]CU,SMT C10 ALIGNMENT INSTALLATION TO ALLOW FOR CHANGES IN NOTE 10 PERMANENT AC 1-LOCATE WIRE TEST STATION PER WWI.STD DETAIL 310 - o SEE lV WD STD DETAIL 201 _-M 2.LOCATION OF EXISTING UTILITIES ARE BASSO ON 30 _ _.) .L - I' ^�.-15v__^--__ OTHERS AND ARE -mot _- - - INFORMATION SUPPLIED BY C. U - - I _ cI'—{�—��{- 570- _ CONSIDERED APPROXIMATE. S 8 a _ �--T'- -a- -I-� - -- - 1 - -- ---- --7 -I3 -- + 3.ALLL PIPE SHALL ZINC COATED DUCTILE IRON F- _ - - _ .All JOINTSPI FITTINGS AND _ -Y - fP3:lIB' �,�--�-._ ... C�yd / _ -� -T . VALVES SHOWN SNAIL BE TR FLEX OR FLEX WING N W C9+00-- .- _ � `'` r(Pt.1. �'-C32+00`_• -= ��.Oo ]DINTS.UNll�5 OI1ERWIRP NOTED. - Z LI, fall ii _ INSTALL WATER FACILMES_ �S \Es-- T--T- T- r l01`� ---T- —r-- 1O SECTION SHOW ON TVWD STD DETAIL 2p1CAL 1RENCH 11:�I Y Fero- • 11F'MJAt///////I Z W 5.WHERE HORIZONTAL AND VERTICAL BENDS ARE 7 0 _ - ✓'/-/rY, �✓ .yZJ--.�/ }] • ' ACHIEVE',' W NOT SPECIFIED,CONTRACTOR TO DEFIER PIPE TO _/�jT-///-/-/} yy/ / .yl /�a�. ✓././J-f/'H / AS /�Y� l / TEMP GP /\ _ \ L�l SHOWN.THE HORIZONTAL MAXIMUM ALLOWABLE DEFLECTION STA C3aM0 ---- STA C10+30---E-- _ e-_ 6 --'F-- -- --_ _ C SWILL NOT ENSTALLED DEFLECTION SOW OF THE MAXIMUM N649306.54,E)6259I2.M REMOVE EXIST MAN EXIST S'W IN E - JMPNUFACNPE TION RECOMMENDED BY THE PIPE N619A)6.50,E)625916.03 FURNISH N INSTALL: EAR PLUG, _ _ FURNISH k INSTALL: _ - ABYI WATER MAIN - - ToORNR,RETURN PLACE 1-MODE,SEE NOTE 10 - - -1-ANODE,SEE NOTE 10 TO OWNER 6.FINAL LOCATIONS FOR FIRE HYDRANTS,BLOW t DETAIL CC300,SHE C20 2 t DETAIL CC300,5HT C20 IMO AN NIN NOW uMm NW 6CM IAWY OFFS.AND AIR RELEASE VALVES TO BE COORDINATED 6 ARAN EXIST 1'VALVE IN FIELD WITH AND DETERMINED BY THE OWNER. PLAN ).CONTRACTOR TO VERIFY DEFT/I OF EXIST SWE 1r0, WATERLINE FOR TIE IN ANO ADJUST FITTINGS ACCORDINGLY. 8.ALL DUCTILE IRCN PIPE AND FITTING SHALL BE ENCASED IN 2-B MIL POLYETHYLENE FILM SHEETS PER SPECIFICATIONS.BOND ALL JOINTS PER 5 SPECIFICATIONS. 9. RESTORE SURFACE ACCORDING TO SPECIFICATIONS. 10.INSTALL ANODE AT THE CLOSEST JOINT. 255 255 pp � 4 250 +_—_____—__- —__ I 1 _ "0 250 :.5 245 W ____ -_ __ 4 V a Z C 3 21D NF -- _-_ 2 a ____ _— _ _ P. � 210 7. 235 ,W 235 STA C10+44 f 2 1-12'X6'TEE,MI 33Q_ 1E0_36.60 230 Oi"I' y�F� IN6t,�'I 4'I•FMIR , - n+60 C)+80 COAST C8+2O CBHO Ck+60 Ctl+60 C9+00 C9+20 C9H0 C9+60 G9+10 C10+00 C10+10 CEOHO C10+60 C10+80 <11+00 [11+20 C13++0 C11+60 C11+80 C11+00 C12+30 C13++0 C12+60 `: { I,P- PROFILE SCALE:1 4.10'HORI2,1'.10'VERT Roawk12-3,-2/ ONE -4• SW HAMPTON ST 12"UPGRADE(P-166) OATS T11"D e on cms1M.[ .ICU NO. GTSE6A outspetsv �� TUALATIN VALLEY SW 69TH AVE 12"UPGRADE(P-164) . �, DT3B04 ow. LIIC ° murraysmith WATER DISTRICT SW HAMPTON ST PLAN 8 PROFILE a NO w' / V STACT+BD TO STA C12+6O SNED N0. 26 OF B) REV OLUR+RE IT PATE DNB Nm• 5.001 w. w NEWS10H8 wpm.:W PAW: DWG N0' C9 O:\FDX—Pn*Rb\MEWED—NW HNW°0 5I w SW MI.P.LtwN.\CIO\]E"dNO-NI 0-0R-DAw-7 I/2020 41I PR-HACONNOR. A I B I C I D I E I F 1 G I H I I I J I K I L I M I N I 0 I P I ,\ STA C15+25 I19.0411 516 C14+90 9N648794.31,F7625871.31 STA C13f93 N648829.19,E7625873.90 / I , FURNISH&INSTALL' 1.CONTRACTOR SHALL POTHOLE AND VERIFY LOCATIONS, N64903 l-US F7635893.72 FURNISH&INSTALL: 1-1Y[r TEE,N SIZES AND DEPTHS OF EXISTING UTILITIES.NOTIFY FURNISH N INSTALL: 1-AIgOE,SEE NOTE 11 / I 1-LOCATE WIRE TEST STATION ENGINEER OF POTENTIAL CONFLICTS 72 HOURS IN ADVANCE A li'IS•HORIZ BEND,NJ 8 DETAIL CC300,SHY CII / / \ PER TWJD STD DETAIL 310 d-WATER MAIN INSTALLATION TO ALLOW FOR CHANGES IN - SAW CUT,REMOVE AC, ALIGNMENT OR GRADE. SEE CONNECTION DET 2, COMPACT BAC FILL, / / �"nA CI5+34 SLIT C15 TEE-CUT AND INSTALL ,/ N648785 80,E)6258)0.62 2.LOCATION OF EXISTING UTILITIES AREARE BASED ON O PERMANENT AC I FURNISH&INSTALL: INFORMATION SUPPLIED BY OILERS AND CONSIDERED N APPROXIMATE. 8 SEE NWD STD DETAIL MI Q I12'PHASE BREAK ASSY �- IT>m - 15'SD`. -- - A- SEE TVWO STD DETAIL 308•^-0.--- - COATED 2. 'N'1 -1 - �J ! ~-.��)-�. •t-~ ALL JDIMR ON ]PE3.ALL PIPE SHALL E ZFITTINGSINC AND VALVES SIIOWN DUCTILE IRON�S SIW1158E I-�U u - 'M� T- T� -f,i TR FLEX OR FLEX-RING]DINTS,UNLESS OTHERWISE NOTED. _ 1VI rT3 Da .__-T` „,..-"7._ - - ....._./.. • _ -.� -- T. .,_. .g T I.INSTALL WATER FACILIiIB PER TYPICAL TRENCH SECTION iuro1w� s - -- ---- -- - PRIVATE D _• =L SHOWN ON TVWD STD DETAIL 201. 7 �"P`"' SV1�66TH AVE 5 RIVE _ _ .m _ e_T- S.WHERSPECIFIED, ,C HORIZONTAL AND VDEFLECT BENDS ARE NEVTE 7 F, /-f/J-/J/-/-/{h/ Oh rh/'Y'f/„hYV�/,y' >' l e �,�1- ------0-`------- Tr! SPEOFlED,CONTRACTOR TO DEFLECT PIPE TINS 3840 ` -i6 . e=rw-- o_r _'_ HORIZONTAL AND VERTICALCl10.VE5 A55HOWN.TILE _ MAXIMUM ALLOWABLE DEFLECTION SMML NOT EXCEED 50% £ e i _ e- -z�IglPm ` _ - - - -�.- OF THE S MANUFACTURER. INSTALLED DEFLECTION RECOMMENDED BY rT-L� a tJ STRADDLE BLOCK PER THE PIPE MANUFACNRER. _--l-_ -. " '+ I'I -iV WD STD DETAIL 304 I 6.FINAL LOCATIONS FOR FIRE HYDRANTS,BLOW OFFS,AND - STA C13+20 ,S' 9I t f t CAp AND AB4IDON STA C15+25,13'RT AIR RELEASE VALVES TO BE COORDINATED IN FIELD WITH 61640999.05,EJ625686.53' N64879524,V625858.41 AND DETERMINED BY 111E(COINER. 6 ARAN Ems, FURNISH B INSTALL: ' 1 EXIST r W IN MACE Mil SW BFM POW 8'VALVE 4 SEE CONNECT TO EXIST 8'W, 1-AHOOE,SEE NOTE 11 �S I. � SEE NOTE 1 7.CONTRACTOR R TO VERIFYDEPTH OF ACCORDINGLY. WATERLINE FOR &DETAIL CC300,SNT C20I I01 I G / FURNISH&INSTALL: TIE IN AND ADJUST FITTINGS ACCORDIN0.Y. �I.< 1-8'904 HORIZ BEND,MIXFLG W/ STA C13+0) I .F S I I INSUL FLG PER TWJD STD DETAIL CC201,SHT C20 8.ALL DUCTILE IRON PIPE AND FITTING SHALL BE ENCASED - STAC11.49,ET62588).46 ClCC 1-0 DV,ROOM] IN2-8 MIL POLYETHYLENE FILM SHEETS PER N64901FURNISH&INSTALL: G� I - PER TVWD STD DETAIL 401 SPECIFICATIONS.BOND ALL JOINTS PER SPECIFICATIONS. 1-11'22.5°HORIZ BEND,MI {? '1 1-INSULATIONL1,JOINT TEST STATION 5 B PER DETAIL 1,SOT Cif 9.CONTRACTOR TO VERIFY RESTRAINT ON EXISTING I STRUCTURES PRIOR TO CONNECTING.IF EXISTING LINE IS +� PLAN PROPERLY RESTRAINED STRADDLE BLOC<NOT NECESSARY. H SCIr40' 10.RESTORE SURFACE ACCORDING TO SPECIFICATIONS. - 5B522 11.INSTALL ANODE AT THE CLOSEST JOINT. NO T£ 240 IpO iTr��i'i 4 '0 235 I FI 235 - 01_-- r Q 330 30 BIZ0 3 225 225 WEN W 220 STA C12+97 STA C13495 _ FURNISH&INSTALL: 3-12'WV-MJ STA C154118 l20 1-12-22Ye0 FORT BEND,NJ 1-12,(0 TEE,MI STA C15+34 IE=33513 E=2N.46 NPN &INSTALL' 2 1-12'0.UI VERT BEND,217 1.1Y PHASE BREAK A56Y • �,,X1I STA C12+94 If=2N1.91 IE=219.09 • 215 INE 215 1-1Y 45•I 071 BEND,W STA C13411 STA C15425 DIN! '. ROLLED ON O)5• FURNISH&INSTALL: 1-I215.0)E,NJ J� 1 _ I!=2).68 1-It 22YP FORT BEND,NJ 1E+219.09 w"� IE+219.09 I 21D __- 210 0100014,p C13+60 C12+80 C13+00 C13+20 C13+40 C13+60 C13+80 C14+00 C14+20 C14140 C14+60 C14+8D CIS+00 C15+20 CISHO C15+60 C15+80 C16+00 C16+20 C16+40 C16+60 C16+80 C17+DO PROFILE SCALE:1'=40.HORIZ,1,10'VERT BE1IEWt:1.2-3j-j 9 .ONE CR SW HAMPTON ST 12"UPGRADE(P-166) ° ` )"�0 • nag Ia.Etrat_ .ND. "OK 0 & SW 69TH AVE 12"UPGRADE P-164 u IS G! ' °' I` NM murraysmi h _•N�l'_ TUALATIN VALLEY ( ) C13564 Y WATER DISTRICT SW HAMPTON ST PLAN&PROFILE am ME w YE[A xo p6 OF 31 REV LERWMN 8Y Inc UKD Mow 09202 w_w STA C12+60 TO STA C15+90 REVISIONS Averipea,11A w 0'4G N0 C10 66\ro1LPIgwM\I02460-SW 4000 a uw SW 690 Am Ilinred•\00\StrtsV9-1610-WI-e9°9-1/10Ln 421 PIA-1 Ar1,040, I A I B I C I 0 I E I F I G I H I I I J I K I L I M I N I 0 I P I I X. SEE 5HT C3 FOR NOTES: ABANDONMENT NOTES I SAW CUT,REMOVE AC. 9 • SIDEWALK RESTOMTION, COMPACT aACNFLLl, I.CONTRACTOR SHALL POTHOLE AND VERIFY LOCATIONS,SIZES AND DEPTHS OF —SEE NOTE 11 TEEM AND INSTALL {y PERMANENT AC� EXISTING UTILITIES.NOTIFY ENGINEER OF POTENTIAL CHANGES TS 72 HOURS IN y STAN64 D1+11 ADVANCE E OF WATER MAIN INSTALLATION TO ALLOW FOR CHANGES IN ALIGNMENT 'N �- _ Nfi4991),36,E)fi35346.56 SEE TVWO STD DETAIL HIl OR GRADE. FURNISH R INSTALL: 1-2.•CARE PER TWIG STD DETAIL 405 2.LOCATION OF DUSTING UTILITIES TING ARE RASED ON INFORMATION SUPPLIED BY zz 1-LOCATE WIRE TEST STATION 4Em SW wNrmN M 44W SW HMO,ST G OTHERS AND ARE CONSIDERED APPROXIMATE. V PER TVWD STD DETAIL 310 a} INC COATED DUCTILE IRGN CLASS 52._JOINTS 1.11.45•HOIUZ BEND.MI , O FITTINGS AND VALALVES3.AU-PIPE SHALL BE ZSHOWN SHALL BE TR FLEX OR LEX-RING JOINTS,ON B 7 T 1 t�j .• A. - _ .._^ -— OTHERWISE NSTALLW NOTER TED. PER TYPICAL TRENCH SECTION SHOWN ON TWO STD — A' T I .�` •.� _ -��• D2+00 _ Ay -- 5O ��D3+oo___ - -- L. DETAIL 201. 3M1!!AII -- _---- W _� __ ___ _ 2a.I _ nM D WHERE HORIZONTAL HVTINALBANDSERECOT SPECIFIED,CONTRACTOR TO 9 1DEFLECT PIPE TO ACHIEVE HORIZONTAL AND VERTICAL CURVES AS .THE .STRADDLE DETAIL PER VW V MAXIMUM ALLOWABLE&EFJECTION SHALL NOT EXCEED 40W OF THE MAXIMUM 7 J TO SID DETAIL RN (� L _ ` \ I- INSTALLED DEFLECTIONRECOMMENDEDPR BY THE MANUFACTURER. _Is D1+D0 • ___ — —— ' — R` / f 6.FINAL LOCATIONS FOR FIRE HYDRANTS,BLOW OFFS,AND AIR RELEASE VALVES TO .�y • ` BE COORDINATED IN FIELD WITH AND DETERMINED BY THE OWNER. _ iL ,. _ -ll'9P 7.CONTRACTOR S TO ACCORDINGLY.�EE DEPTH OF EXIST WATERLINE FOR TIE IN AND ADJUST STA D1+00 I 1R0 T_ FITTINGS N64995819,6625346.32 _ -�N00_ _._.yR� -M93:., ____yqR____-MO ___ R>_ 0 '�---- - — --_ — O.ALL DUCTILE IRON PIPE AND FIRING SHALL BE ENCASED IN 2-8 MO. 6 SE-CONNECT EXIT B'w, _ POLYETHYLENE FUE NOTE I C Y -_ -- FECIFICAT DNS, SHEETS PER SPECIFICATIONS.BOND ALL JOINTS PER FURNISH a INSTALL: 2-9•FW%MJ SPOOL W/INSUL FLU I I. STAOl431 STAD3+96 STA03+14 PER DETAIL CC201,BHT C20 FURNIS0.79. 56.)3 N649664.04. 53.92 N649747.70,E7625347.31 9.IVATELICENSED PLUMBER MUST BE PRESENT FOR ALL WATERLINE INSTALLATION ON — 1-INSULJOINT TEST STATION '�,JD,,�,4I FURNISH B INSTALL: FURNISH&INSTALL: 1iM 9w 4M"PRAT FURNISH N INSTALL: PRIVATE ROPRTY. PER DETAIL 1,SHT Cxl "^YY 1-12.45•HORIZ BEND,nu 1-ANODE,SEE NOTE 12 1-ANODE,SEE NOTE 12 L 31 I'. &DETAIL CC300,5M C20 N DETAIL COM,SLIT C20 10. CONTRACTOR TO VERIFY RESTRAINT ON EXISTING STRUCTURES PRIOR TO REMOVE 6•w&D•XJ•TEE PLAN .,- CONNECTING.IF EXISTING LINE IS PROPERLY RESTRAINED STRADDLE BLOCK NOT SARY. 5 SCAlf:lr40' 11. RESTORE SURFACE ACCORDING TO SPECIFICATIONS.SAWCUT AND REMOVE SIDEWALK TO NEAREST PANEL FOR SERVICE LINE.SAWM AT BACK OF OJRB AND G LV PROTECT EXISTING CURB.INSTALL 100PSI CLSM UNDER CURB.PROTECT SIDEWALK 255 S 1 —---- x55 FROM TRAFFIC UNTIL CORED. g? q I GG L1, 12. INSTALL ANODE AT THE CLOSEST JOINT. zsT n E7 • A L €€ 250 a 611E 11 ,...2 Co 0 245 -- RA 245 0 EXIST MN 1 QU 240 240 3 [ 5TA D1+13 I DI W ='^ I-12-XB•RDCR MI `J'I IE-242.50 = 235 STA D3+12 -F 235 — CARV O HI PT 4C 1E+242.60 F 230 130 2 W.tM, 01+00 01+30 01+50 D1+60 01+110 02+00 02+20 D2+40 D2400 D2+00 03440 03+20 03440 D3+60 53+80 04+00 _J • ("MOON AL5 PROFILE " SCALE:1 10'VERT • 1 ,11-3h21 °NI�RC°�I,. SW HAMPTON ST 12"UPGRADE(P-166) PAIDTn2o F 4M OE —,NOW IC.Cie KM A/NM HAL ICI.NO. TUALATIN VALLEY &SW 69TH AVE 12"UPGRADE(P-164) _ ••— LOC not murraysmith DEMON ma a /` WATER DISTRICT SW HAMPTON ST PLAN&PROFILE 9NEU ND. 27 OF 2T UMW. REV EELW SPRp1 ST DNR\XMbPP/P aavaA: LLA P. I STA D3+00 TO STA D4+O0 :A,UA as DM0 N0' Cl 1 REVISIONS G\PEXJ,.0m\I9\226-9N"a,plu St*9N OM O.UgathACKASI*4\111-I1111¢0I-CPA-1/1/2020 4.21 PM-LSAcXNIRS A I B I C I D I E I r I G I H I I I J L K I L I M 1 N I D _I P NOTES: GAM SW TAMPION Si 66MSW HAMPTON ST not 05W 6FNI RM' 9 ALIGN E.SEE ALIGN F,SEE 1.CONTRACTOR SHALL POTHOLE AND VERIFY LOCATIONS,SIZES AND DEPTHS SHEET Cl2 suer C13 OF EXISTING UTILITIES.NOTIFY ENGINEER OF POTENTIAL CONFLICTS 72 SAW CUT,REMOVE AC, I \ STA 05+02 I I1fIH 1 \ HOURS IN ADVANCE OF WATER MAIN INSTALLATION TO ALLOW FOR CHANGES COMPACT TEl \ N649555.06,E)625336.95\ Spy ' N, IN ALIGNMEM OR GRADE. TEE-CUT AND INSTALL ' 1 I 1 PERMANENT AC FURNISH&INSTALL' / 1-12410.4 TEE,MIMFLG •L.L.I 2.LOCATION OF EXISTING UTILITIES ARE BASED ON INFORMATION SUPPLIED SEE TVWD STD DETAIL 201 _ t-FIRE sure PER B II RATI I BY OTHERS AND ARE CONSIDERED APPROXIMATE. --J DETAIL 3,SLIT C19 \ L SIDEWALK RESTORATION, 8 �I r 'x SEE NOTE 11 3.ALL PIPE SHALLPIPE,FITTINGS AND VALVES COATED DUCTILE IRON CLASS JOINTS ON 8 + -x ` • CAP OR PLUG, UNLESS OTHERWISEVNOTED.SHOWN SHALL BE TR FLEX OR FLEX-RING JOINTS, I ABAN WATER MAIN LJ � -aO H �'T.' .< _�-ym-1\ I 2 -MIN .^^I -ART A.INSTALL WATER FACILITIES PER TYPICAL TRENCH SECTION SHOWN ON r— - = TVWD STD DETAIL 201,SHT C16. ;,FF - iim _ '�i _ FD�TW" 06+00 — n --- C.WHERE TRACTOR DEFPLANDPETOACHIEVEBENDS Z SPECIFIED h2---- - I ___»___-- _-__ - I CURVES AS S TO DEFIER PIPE TO ACHIEVEHORIZONTAL AND VERTICAL NOT 7 C] 1 05E00 `` I II EXCEED 50%OF THE MAXIMUMINSTHOWN.THE MAXIMUM ALLED DEFLECTIONBLE E DEFLECTION MENDED BY THE = \- I PIPE MANUFACTURER. V _ STRADDLE BLOCH,PER Q — ; -I G A TVWD SEC DETAIL 300 .1 FINAL LOCATIONS FOR FIRE HYDRANTS,BLOW OFFS,AND AIR RELEASE X I !I I a STA 06+00 I.:1 VALVES TO BE COORDINATED IN FIELD WITH AND DETERMINED BY THE OWNER, — p� N6A9462.24,E)625334.9) 7.CONTRACTOR TO VERIFY DEPTH OF EXIST WATERLINE FOR TIE IN AND I SW 60TH AVE i 1 CONFECT TO EXIST LE W ADJUST FITTINGS ACCORDINGLY. -r FURNISH&INSTALL: PER DETAIL CCIO.WSHTNCSVOLFLG ,♦ 6 B.ALL DUCTRE IRON PIPE AND FITTING SHALL BE BONDED 2-R MIL 1 /L J 1-12<504 BEND,MJXFLG POLYETHYLENE FILM SHEETS PER SPECIFICATIONS.BOND ALL JOINTS PER STA OT+))=STA E1+00/ I\ STA 05+20- / I 1 1-IHSUL]DINT TEST STATION SPECIFICATIONS. FURNISA,S5,E76253STALL 0.45- N649492.46,E)625336.21 PER DETAIL 1,SHE C23 9.LICENSED PLUMBER MUST BE PRESENT FOR ALL WATERLINE INSTALLATION FURNISH&INSTALL: FURNISH&INSTALL: I ON PRIVATE PROPERTY. 1-2'CV,III MJ 12 6 DETAIL CC300 HT C20 �STA�193 E)625335.1) 10. CONTRACTOR TO VERIFY RESTRAINT ON EXISTING STRUCTURES PRIOR I FURNISH&INSTALL: TO CONNECTING.IF EXISTING LINE IS PROPERLY RESTRAINED STRADDLE L3909 SIN WMMIT — PLAN 1-LOCATE WIRE TEST STATION I'PPF “'PK^ BLOCK NOT NECESSARY. 5 SCALE:r-iO' I 1PER TVWDsro DETPIL310 . I1. RESTORE SURFACE ACCORDING TO SPECIFICATIONS,SAWOR AND REMOVE SIDEWALK TO NEAREST PANEL FOR SERVICE LINE.SAWCIJT AT BACK 255 25S OF CURB MID PROTECT EXISTING CURB.INSTALL 100PSI CSM UNDER CURB. — G r PROTECT SIDEWALK FROM TRAFFIC UNTIL CURED. R N E= 12. INSTALL ANODE AT THE CLOSEST JOINT. 260- le* un" R Red I N -- -250 4 245 4. rn V m .215 _ Q V� . __ - _ 2n x6B 3 i _ 9I¢ W Z _ SEA D5i0) 235 1-I2TEE,MI STA D6+02 235 — I- - T2 1E423737.44 I 1-ST BF NJ VE a! STAd+2s PIE 2363& R6 g 1-124 TEE,NJ Do 230 ^ IE.23).)4 _._--_._.. 230 1 2 dio0 di20 dH0 da60 d+60 D5+00 D5+2D DSHD OS+EO DSHO D6+00 DES+2D D6H0 D6+60 I CRECION • PROFILE ` 9� I SCALE:1'440'NORIZ,14-10'VERT RENEFFS,11-3/'2I ONE GTE WE �r SW HAMPTON ST 12" UPGRADE(P-166) T'tfl0 12653 �' &SW 69TH AVE 12"UPGRADE (P-164) 0ues. mum LISC OM murraysmi7h` _��N' TUALATIN VALLEY C12654 Y WATER DISTRICT PLAN S PROFILE PLY OCSCRPTION BY BATE DES.NPR a ILL P+ ' y STA p4+p0 TO STA D8+00 steer ND. 280E 3T REVISIONS ✓6Pvrti LA oN oxc X°' C12 GAIIII_MONAI6\266D-SW Ibrylpn St and SW 6961 M 09yWY\Gb\TYP\I9-2900-11R<Ay-7/1/2020 4 RI PM-LEAEONNORS I A I B I C I o I E I H I C I H I I I J I K I L I M I N I 0 1 o NOTES: 1.CONRACTOR SHALL POTHOLE AND VERIFY LOCATIONS,SIZES AND DEPTHS OF 9 EXISTING UTILITIES NOTIFY ENGINEER OF POTENTIAL CONFLICTS]2 HOURS IN ADVANCE OF WATER MAIN INSTALLATION TO ALLOW FOR ORANGES IN ALIGNMENT E1 1 20&260'TEMP OR GRADE — '1 - I Y a60U ew VARFICW St 2.LOCATION OF EXISTING URLIT1fS ARE BASED ON INFORMATION SUR0.IED BY e W NST ESNT OTHERS AND ARE CONSIDERED APPROXIMATE. ,. I I 3.INSTALL WATER FACILITIES PER TYPICAL TRENCH SECTION SHOWN ON TVWO STD DETAIL 201,SHE C16. 8 000I I \\� _.: _ • — A.WHERE HORIZONTAL AND VERTICAL BENDS ARE NOT SPECIFIED,CONTRACTOR /\\BTA E3�12,3 LT —SO I I.. ® -. AtIll TO DEFLECT PIPE TO ACHIEVE HORIZONTAL AND VERTICAL CURVES AS SHOWN.THE N819581.82,E76253523fi ill MAXIMUM ALLOWABLE DERECTION SMALL NOT EXCEED 5090 OF THE MAXIMUM FURNISH t INSTALL: I , ,, - _�rF�'� �\ INSTALLED DEFLECTION RECOMMENDED BY THE PIPE MANUFACTURER. METERSUL WATER 1 — — - _ Ay WITH S.FINAL LOCATIONS FOR FIRE HYDRANTS,BLOW OFF',AND AIR RR EASE VALVES DOUBLE CHECK VALVE 3 4 \ ,1_E3a00- _E3+00 >� TO BE COORDINATED IN FIELD WITH AND DETERMINED BY THE OWNER. 7 PER DETAIL 3,SHT CIB 1 I :2"CDPDW STA El7.00�STA D1a>3 $F I • i V Z _ _ _ _ _ 16.CONTRACTOR TO FITTINGS ACCORDINGLY. DEPTH OF EXIST WATERLINE FOR TIE IN AND ADJUST X619585.21,E]62536D.]3 `. Y — . I rii. ! � Z * jf ,�. 7.ALL DUCTILE IRON PIPE MO FITTING SHALL BE ENCASED IN 2-8 MIL . . , POLYETHYLENE FILM SHEETS PER SPECIFICATIONS. #E1100 # A L 1 � i ,11 # B.INSTALL NEW WATER SERVICES TO METER,INCLUDE IN PINESSURE TESTING AND 6 >" DISINFECTION. SAWW I I 1 * B //� 4\ I� / 9.RESTORE SURFACE ACCORDING TO SPECIFICATIONS. CUT.REMOVE AC, 10.WATER METER CONNECTION TO BE MADE BY CERTIFIED PLUMBER PER CODE. COMPACT BACKFILL, —...1—..mim- PLAN — TEE-CUT AND INSTALL PERMANENT AC SCALE.1.-90' SEE TWO STD DETAIL 201 5 4 3 2 iv- 801N REMEWIR,11-31-21 0E�4,. SW HAMPTON ST 12" UPGRADE(P-166) �� it2O _ _ NccI ND. C12663 SOLE toyawity TUALATIN VALLEY &SW 69TH AVE 12"UPGRADE(P-164) ,aT _ D12a,61 W...N ue e..- murraysmim t WATER DISTRICT PLAN a PROFILE o. n! I 'NM'x0. 29 OF 37 REV DLSOEPI BY OATS DIN o APPP WOW,. NA IW y W STA E1+SO TO STA E34-84 a uA DA DWG NO C13 REVISIONS A:\Po_Pro90,IY12830-SW Hw,4m St owl SW BYN Ave LIPc,od.\CAD\S1..MAIV-A9:0R-C.21-7/1/2020•.21 PY-LEALNWRS i A I B I C I D I E I F I G I H I I I J I K I L I M I N I 0 I P STA F4+31 N649415.41,E7625598.58 I Ma: CONNECT TO BLDG PLUMBING I 0 INSUL CONNECTION I 1.CONTRACTOR SHALL POTHOLE AND VERIFY LOCATIONS,SIZES AND DEPTHS OF EXISTING FU1. NSUL&IN TEST I INSTALLATION TO ALLOW FOR CHANGTIFY ENGINEER 0,F ES ES IN AL�MGNMENT at GRADE.NFLICTS 72 HOURS ADVANCE OF WATER MAIN 1-tNSVL JOINT TEST STATION OUTSIDE OF BUILDING 46m AS woman.ST SEE DET I,SXT C21 2.LOCATION OF EXISTING MLRIES ARE BASE)ON INFORMATION SUPPLIED BY OTIEBS AND - — sTAF3+S3 -_ ARE CONSIDERED APPROXIMATE. TEMP CONST EASE N699414.BS,E7625552.74 FlN6H l INSTALL: 3,ALL PIPE SHALL BE ZINC COATED DUCTILE IRON CLASS 52.ALL JOINTS ON PIPE,FITTINGS SIDEWALK RESTOMTION, 3:- STA FI+ST' -' '�'tH )/-y/N/y-/y-//-f/�/ "'" AND VALVES SHOWN SHALL BE TR FLEX OR FLEX-RING JOINTS,UNLESS OTHERWISE NOTED. '� 1e sm BENoM K-H M - -- J> M SEE NOTE II N6494D125,E]6253M.N - -- - - - — 4.INSTALL WATER FACILITIES PER TYPICAL TRENCH SECTION SHOWN ON TWO STD DETAIL v FURNISHBINSTALL' -- STAF3+00 ��F{ - STA Fl+S] �� it 1-B'X?'TEE,M] N699411.76,E7625552 59 rp�S.j J 201. --- WITH DOUBLE CHECK VALVE _ FURNISH BINSTALL - -, 5.ETOWHERE HORIZONTAL HORIZONTAL AND LANDVERTICAL VERTICAL ARE NOT SPECIFIED,CONTRACTOR RNCRUM AL DEFLECT Fl+ t-ANODE,SEE NOTE 13 # l DETAIL CCM*,SM C20 I PIN:TO ACHIEVE HORIZOMAL AND VERTICAL OI0.VB AS SHOWN.THE MAXSMUM ALLOWABLE blik N649397.27,EJ62S3M.01 RIRNLSH B INSTALL: 1-2'GV " I - I ��' DEFLECTIONPIPE SMALL NOT EXCEED SOX OF TEE MAXIMUM INSTALLED OERECTION RECOMMENDED 1-2"INSUL WATER SERVICE DO-� 4. C I -.. BY THE MANUFACTURER. I FEB DETAIL 3,SET C18 ' -- --___ 6.FINAL LOCATIONS FOR FIRE HYDRANTS,BLOW OFFS,AND AIR RELEASE VALVES TO BE7 -f r ___ III^T_ F2+O0 2•COF W��+00 1 ___ II/ COORDINATED NFIELD WITH AND DETERMINED OY THE OWNER. II 1� �"i:J�I I A�Y n V -r�I J.WNiPACTOR TO VERIFY DEPTH OF EXIST WATERLINE FOR TIE IN AND ADJUST FITTINGS II _ _I_ - 6.. 1 ACCORDINGLY. - STA F3+00 1 I / J N649403.61,EJ625257 03 I Q B.ALL DUCTILE IRON PIPE AND FITTING SHALL BE ENCASED IN 2-8 MR PoLYETHYLENE FILM CONNECT TO COST 6'DI W II O \ vTo SW am MOW- -_-- ,/ I SHEETS PER SPECIFICATIONS.BOND ALL JOINTS PER SPECIFICATIONS. FURNISH U INSTALL: STA F3+62 1-6•X6'INSUL HOT TAP W/SLEEVE f STA F1H0 / STA F1+65 1 9.LICENSED PLUMBER MIST BE PRESENT FOR ALL WATERLINE INSTALLATION ON PRIVATE 6 j N649396.67,STALL 492] ASSY INSUL FLG,PER $I 1V6494-CONNECT 1.96,EXISTS 193 N64939B.09,INSTALL. FURNISH l INSTALL: PROPERTY. DETAIL1-H'AU O2OL GXMIM C20 I FURNISH I INSTALL:EXISTDI W FURNISH L INSTALL: 1-TV 90.BEND,MJ e8 INSUL OCDA, 10.INSTALL.NEW WATER SERVICES TO METER,INCLUDE IN PRESSURE TESTING MID 1-TB -,-Dm- -- -- 1-ANODE,SEE NOTE 12 SEE DETAIL 1,SET C19 DISINFECTION. SEE TVVID STD DETAIL 302 , &DETAIL CC30SET0,S CO SAW CUT,REMOVE AC, 1-8•X6•R MJ — PLAN COMPACT BACKFILL,CANO INSTALL 11.RESTORE SURFACE ACCORDING TO SPECIFICATIONS.SAWCTI MID REMOVE SIDEWALK TO LINSUL JOINT TEST STATION I'.Ll SCALE,1'-40' SEE TVWMAC NEAREST PANEL FOR SERVICE LINE.SAWCUT AT BACK OF CURB AND PROTECT EXISTING CURB, SEE TV WO STD DETAIL 201 INSTALL 100PS1 GISH UNDER CURB,PROTECT SIDEWALK FROM'TRAFFIC UNTIL CURED. i 5 2 255 I i 255 250 t ,�i_ ii , eE1 BRII III 8I • 250 4 NO 3 —� 1 -1...235 A— 1 235 - YOTW I 230 230 2 T"1. .1M 225 225 ,A " ^ �- , F1+00 F1+20 F1+40 F1+60 FI+BO F2+00 F2+20 F2+40 F2+60 F2+80 F3+00 F3+20 F3+40 F3+60 F3+30 F+00 F4+20 // y, PROFILE H 1 SCALE:1-TO HT p 10•VERT RENIWC,U-3/-2/ ENE 1\(11 COTE: 7/1/20 - __ P SW HAMPTON ST 12" UPGRADE (P-166) ANONCOMY & SW 69TH AVE 12" UPGRADE P-164 G1mB3 "' D` /I)UllaySf n 1, TUALATIN E R DISTRICT N VALLEY ( ) D,m„ >am. ILA r WATER DISTRICT PLAN 6PROFILE 6 PO) RN OLSCIBPRE By DATE ORE IPPR aXaa" 1u STA F1+00 TO STA F3+01 OD OF 37 REVISIONS 4NPVLO.UN WVSc N0' C14 c:\POI-ProsetA19\R669-]w wnwT^^sT.w sw win r.O4rOOONCOOW*\T9-26m-uCb9-'POO','O'"-LEwco"."6 A I B I C I D I t I - I c 1 H J I I I H I L I M I N I 0 I P I 9 STA C13+95 —- ___ N618934.10,E]625BB0.% — _ —-- — —— FURNISH R INSTALLINSTILL VERT BENDS AS NEEDED __ _I —_ 3-12'%2'TEE,NJ 2-12'BFV,MI \ STA B4+61,23'LT STRADDLE BLOCK / PER TV WO STD DETAIL 401 a Nfi533e2.00,E]625204.]b PER TAW STD ,L—\CONNECT TO B'W DETAIL 304 ———_ CSHOD FUNI RSH&INSTALL: I / -- -12"DI W :: •N 1-12•96'TEE,MJXFLO W/ 3 TEMP CAP / STA B4+64 DETAIL CC PER I/ N653391.68,EM252TT25 ♦ DETAIL GVAI SSHTPOOL C20 pp . VERT BENDS AS NEEDED INSU FFLG PER sPODL CLL."' a•DI w 3 B,LS 1-13'BEV MI PEREE,M3 — — _ - ' -3-INSULIWM TEST STATION STD 401 RTVWO TEMP CAP PER DETAIL I,SHT C21 • — — — — STD DETAIL 401 \ H \ _ .STA C33+95,15'RT—G — STA C14+00,IC RT STA 84+64,30'LT MR \ N653393.00,E .25197.34 ' N64(1925.16,E7625865.70 J N64890.19,E7625360.64 FURNISH&INSTALL; \ CONNECT FURNISH&INSTALL CONNECT TO EXIST B'w 1-12'45•HOREZ SEND,MI I 1.B'45•HORI2 BEND,MI F1-0'NISH&INSTALL BEND,MIXRG-/f 1-. 1-12'x4'REC0.,MI \ 12NDI W ,/ � HIIIJIJFB"WH/N/-F/ ,`.,fiv. `W/INSUL FLG PER DETAIL \ cup,SNT C20 Q•A �� I-B'RG)MI SPOOL 6 ♦ SQ. L 'LS,MI IO R� \� GP4 WATER STRADDLE BLOCK,4�W f= \ ABOII WATER MAIN _ PER'RAND STD — rii — �A'+- Avre4"W�L 1/ Fig' — DETAIL 304WI \�, I STRADDLE BLOCK PER KOS ANODE AT ENO Jy TVWD STD DETAIL 304 OF TRACER WIRE, \ 1 A. ` X _ I _ _ DEETVWO STD \ I 3. 2�_ ___ �E S DETAIL ID9 ` ___— — STA B1+50,37'LT A&4N B.VALVE ��HLLL,,''��,]�',A� M653385.53,E]6351%.36 r\ LHV-+TT"'1." CONNECT TO EXIST 4YI TTI^`�',' /$"W A&W VALVE _ FURNISH R INSTALL: \ 11 r 1 — — 1.4'45"HORIZ BEND,NJXFLG 1111 a _DETAIL CC301ESHT C20 \\ I :II xYty 1/�I _ a Id'FLGXMJ SPOOL — — — �y11'LS.M] CAP OR PLUG. \ % OMAN WATER MAINPER DETAIL 1.SHTT C21 I /I - TI y I c I 1 II / 3 2 SW 69TH AVE AND SW ATLANTA ST CONNECTION DETAIL ® SW 66TH AVE AND SW 68TH PKWY CONNECTION DETAIL 4)SCALE:1•=10• SCALE:1'410' 4A.IN — r\- OREGON? 1 R&Mwc;Is-u-,u ONE INCB SW HAMPTON ST 12"UPGRADE(P-166) �T T"rs0 �� ACCT.No, C11B/5 _F �"""' TUALATIN VALLEY &SW 69TH AVE 12"UPGRADE(P-164) D911B4 N LK CATS murraysmith AN9 w WATER OAST RIOT SNEET NO. NOV' ECSDITON IV DATE OMD AMR 8Ea0S. LA w. - ' CONNECTION DETAILS _ ]101 fT REVISIONS A..ow.LAJ. Ostt, S'AY 40' C15 B:\POLJ,.b\IEWNIC-SN WI*.St ON SR MN An Ipprod\CAO\M.MA!e-240-ORttq-J/i/.:,t..< P9 ,'A...,nn0a. A I B I c 1 u I E I F I (S I N I i I J I n I L I I TT I a I 1 REA, E own'A WE J own, CNSL3.L4NN(E.YLL1. nrtw.n/ 1. lrt EW'aRPKF1 Ca P _ 7 __NIIIII ¢ MN 3. rt N.. . 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Llf MMA.MI 306 TWLA}IN VALLEY w.V pp NNTNN,E%TOIILII NALATIN VALLEY a.A[ TVA ATN VALLEY VENNI _-/ .. MITME EMENBIW n_= w TRACE/PE" W.A.N. N's MPINEMEI 307 I Or LDENLNEI 308 309 IR inft,a-3/-1/ ONE E w01� SW HAMPTON ST 12" UPGRADE(P-166) MI` '1'�0 2663 An� NILWL. �`"°' I�� TUALATIN VALLEY &SW 69TH AVE 12"UPGRADE(P-164) °' W- oc P murraysmilh "�° ffi NR c.. WATER DISTRICT wan ND. 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