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PFI2020-00335 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT 1111 g COMMUNITY DEVELOPMENT Permit#: PFI2020-00335 TIGARD 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 09/22/2020 Parcel: SEG148 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: TVWD SW Greenburg Waterline Replacement Project Description: Waterline replacement from 6 inches to 12 inches from Washington Square Mall Rd to Hall Blvd; work will also impact SW Coral, Lehmann& Locust Streets Class of Work: FEES Description Date Amount Type 1 -Utilities(gas, electric,data) PFI Permit Fee 09/21/2020 $300.00 Total $300.00 Owner: REQUIRED INSPECTIONS Call 503-639-4175 for the IVR inspection request line or visit the City of PHONE: Tigard website at vww.tigard-or.gov to schedule inspections online. Contractor: PHONE: Applicant: ERIC GEORGE PHONE: 9712977540 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: S c Issued By: Special Conditions(See Attached) UUU Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PFI2020-00335 Type: Condition Name: Status: Severity: PFI_Utilities 01 -WORK SITE REQUIREMENTS Applied Notice Applicant must comply with all applicable provisions of federal and state law,the Tigard Municipal Code, and the terms of any agreement with the City of Tigard regarding work to be done pursuant to this permit. PFI_Utilities 02-WORK SITE AREA Applied Notice The work area and approach roads shall be maintained in a clean condition,free from obstructions and hazards. The spreading of mud or debris or storage of materials or equipment of any kind upon any public roadway is strictly prohibited and violation shall be cause for immediate cancellation of the permit. The City may at any time order immediate clean-up and suspension of work to accomplish clean-up. PFI_Utilities 03-WORK SITE EROSION CONTROL Applied Notice Prior to starting work,effective and approved erosion control devices must be installed and maintained meeting the Clean Water Services and DEQ requirements. The City may at any time order corrective action and suspension of work to accomplish effective erosion control. PFI_Utilities 04-WORK SITE REPAIRS Applied Notice Disturbed landscaped areas shall be restored or replaced. Existing signs, pavement markings, mailboxes,etc.shall be reinstalled or replaced,with like kind of material.Obtain City approval of restoration work. PFI_Utilities 05-TRAFFIC CONTROL SPECIFICATIONS Applied Notice Applicant shall provide traffic control according to the current edition of the"Manual on Uniform Traffic Control Devices [MUTCD]for Streets and Highways", U.S. Dept.of Transportation, FHWA,current edition,American Traffic Safety Services Association[ATSSA],and Oregon Temporary Traffic Control Handbook[OTTCH]. PFI_Utilities 06-TRAFFIC CONTROL PLAN Applied Notice Submit a job specific traffic control plan. A copy of the approved traffic control plan shall be readily available at the work area.Traffic control devices, flag persons,etc., shall be in place prior to initiation of construction work and shall be effectively maintained. PFI_Utilities 07-TRAFFIC CONTROL ROAD CLOSURE Applied Notice Public roadway shall not be closed to traffic,at any time, without obtaining written approval from the City Engineer. The applicant is responsible to provide 48 hour advance notice of traffic flow disruptions to affected businesses, residents and area wide Emergency Services:503-629-0111 (Tigard Police Dept., Tualatin Fire&Rescue)and to 503-962-8140(Tri-Met) and 503-431-2345(Tigard School District)and other service providers impacted by such closure. PFI_Utilities 08-TRAFFIC CONTROL ADVANCE WARNING Applied Notice Advance warning of traffic disruption shall be provided to the public by placement of an approved advance notification sign at each end of the construction area 72 hours(min.) before initiation of construction work. PFI_Utilities 09-TRAFFIC CONTROL PROPERTY ACCESS Applied Notice Access to existing properties shall be maintained at all times, including normal delivery service and mail service.Obtain City approval of any access closures. PFI_Utilities 10-TRAFFIC CONTROL WORK HOURS Applied Notice Work is permitted in daylight between the hours of 7:00 a.m.to 7:00 p.m. Mon-Fri unless otherwise authorized by the City. PFI_Utilities 11 -TRAFFIC CONTROL LIMITED WORK HOURS Applied Notice Hours of construction work on collector and arterial roads will be limited to 9:00 a.m.to 3:00 p.m. unless authorized by the City Engineer. Work will not be permitted on collector and arterial roads between 3:00 p.m.to 9:00 a.m. unless authorized by the City Engineer. PFI_Utilities 12-TRAFFIC CONTROL MODIFICATION Applied Notice The City reserves the right to add to or modify traffic control requirements as necessary to effectively control traffic and to assure public safety. PFI_Utilities 13-DRAINAGE CONTROL Applied Notice Drainage shall be controlled within the work site and shall not adversely affect adjacent private property, public property and the receiving system. The City may at any time order corrective action and suspension of work to accomplish effective drainage control. PFI_Utilities 14-UTILITY NOTIFICATION Applied Notice Oregon law requires following the rules adopted by the Oregon Utility Notification Center. Said rules are set forth in OAR 952-001-0100 through OAR 952-001-0080.Copies of said rules may be obtained from the Center by calling 503-246-1987. If you have any question about the rules,contact the Center. NOTE: Damage to utilities shall be corrected at the permit holder's expense. PFI_Utilities 15-UTILITY LOCATION CONFLICT Applied Notice Applicant must verify all existing utilities for both vertical elevation and horizontal location prior to start of work(pothole before digging if necessary). Should conflicts arise and redesign or relocation of facilities be necessary, it shall be done at the applicant's expense. Changes must be approved by the City in advance of work.Applicant shall coordinate the work with affected utility agencies. PFI_Utilities 16-TEMPORARY PATCH Applied Notice A temporary hard-surface patch shall be placed on trenches within roadways at the end of each work shift. Obtain advance approval of patching method. No trench shall be left at any time in an un-safe condition. Applicant is responsible for and is liable for hazards or damage resulting from the prosecution of the work. PFI_Utilities 17-REPAIR OF EXISTING FACILITIES Applied Notice Work under this permit shall include repair of existing facilities(roads,ditches,etc.)as may be necessary,as determined by the Inspector, to overcome deterioration or damage which occurred in conjunction with the work authorized by the permit. Corrective work shall be done at the applicant's expense. PFI_Utilities 19-PRECONSTRUCTION MEETING Applied Notice Before initiating any construction activity,the applicant shall coordinate with the City's inspector,Trent Brickey at 971-228-9269,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 DEVELOPMENT ENGINEERING FEES Public Facility Improvement(PFI) Permit: INITIAL PFI PERMIT FEE Part 1: Required submittal fee is 10%of the Net PFI Permit Fee.See below for calculations.Minimum of$300. NET PFI PERMIT FEE Part 2: All non-water system improvements engineer's estimate X 7%(less the initial PFI Permit Fee). WATER LINE CONSTRUCTION FEE Part 3: All public water system improvements engineer's estimate X 12%. FOR 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? 0 Yes 0 No TYPE 1 AND TYPE 2-Must include a sketch showing: Under the wireless facilities standards,is the proposal ❑ Dimensions considered?(check all that apply): ❑Small Cell 0 Macro ❑ Street Name How many install sites are proposed as part of this permit ❑ Site Address application? TYPE 3-Must provide 4 sets of plans (sized 24 x 36 or 22 x 34) and an electronic version of all submittal The proposed equipment is located on which of the following: items. The plans must that include: 0 Public Right-of-Way ❑Private Property ❑ Cover—Site,Vicinity,Abbreviation,Legend If equipment is to be located on private property,describe the ❑ General Notes(City,Water,Sewer,etc.) type&use: ❑ Street(Plan,Profile) ❑ Water,Storm and Sanitary(Plan Profile) ❑ Water Quality Facilities ❑ Grading ❑ Landscaping/Tree Plan ❑ Composite Utility Plan(Electrical,Phone,Gas, 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 sw .• v „ s1 Edge of Pavement �� Ditch Q Streetlight —•—•—•—•—•—•—r—•— 11"- I Re?1 J DD � I T—�ioposrif'Seln riMiine c,• 1 i .u, I Existing House 1 I d1 j Existing 1 �. Q -� • Driveway v� OP • I of . • • u• a� I. tea* 141 ii I r1 NIR• T� vl • • I ::sw II\ 1 Powerpole I I I 1 0 • 0 1`• I Ia 1 • I p------13747yrire- ---------- • O I Fire Hydrant(FH) I I Scale: 1"=30. I • I I TYPE 1 AND TYPE 2: MINIUM SKETCH REQUIREMENTS (Put N/A if not applicable) North arrow Property lines&dimensions Existing utilities locations (sewer, storm,water) Street& street names All existing structures Proposed work Existing curb or edge of pavement Utility& street light poles Existing S/W or D/W apron Slope of property Trees City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 4 of 4 A I B I D I E I F I C I H I 1 1 .I I K L L I M I N I 0 1 I TUALATIN VALLEY WATER DISTRICT 9 SW GREENBURG ROAD WATERLINE IMPROVEMENTS VOLUME II OF II 8 DULY 2020 SHEET INDEX Cl COVER 7 C2 GENERAL NOTES - `, C3 LEGEND&ABBREVIATIONS — G EROSION&SEDIMENT CONTROL NOTES&DETALS walks RECEIVE( 1 I w -` gus3TUALATIN VALLEY engineering C6 EROSION CONTROL PUN "W WATER DISTRICT I I -� I THYAIN0 1MEP COW R*4T ENWIEERNC C6 EROSION CONTROL PUN II 6 �� IMO SW 11Un1 AYE z1O•Nm sr.,sow 200 q EROSION CONTROL PLAN III '*-L'y �0A`� ..19 9sE9P SEP 0 9 2020 .m.I . I �/r � DIC PECIDE �' ' -Imams C6 TRAFFIC CONTROL NOTES&PHASING PLAN _ Intl 2R�-Isw (MO)esu-iat I I L C9 TRAFFIC CONTROL PLAN LAYOUT — PROJECT SITE Ii I CIO TRAFFIC CONTROL PLAN PHASE I CITY OF.'I IGARDEO / I _ LLLJ LLL POTENTIALUmERC+lautm FACILITY OMENS C„ TRAFFIC CONTROL PLAN PHASE N& III rrO1 AAINI�VGICIVGINEETIINq / I = DIgl Safely. C12 TRAFFIC CONTROL PAX PHASE N&V L iI V I, 1 I I _ ACal LlNil 05 1.00-3unu� C13 TRAFFIC CONTROL PLAN PHASE NI ruNA - DIAL BII a 1-BOP332-2344 I ,- C14 DETOUR PLAN — - - I I my I _ — - NOTICE TO EXCAVATORS EMERGENCY TELEPHONE NUMBERS CIS PUN&PROFILE BEGIN TO STA 4+00 / / cuNR �E r - --- MENTIN..ORE60N Uw REWIRESTOS TO NN NATURLL GAS C1B PLAN&PROFILE STA 4+00 TO STA 6+00 -- / / --11 - FOLLOW RLLESMOPTED BY TIE OREGON ME WO. 931161211 RAMIE4 _— / / _ MAY NOTRCATONCENTER.THOSE WIER HOURS 600-2184211 POE '�M�RO C17 PUN&PROFILE STA 8H00 TO STA 11+60 RUES ARE SET FORTH NOM 9S2-001m10 _-- _i THROUGH OM 9524o1-0090 YOU WY GENCWEM YL 14CU7T1.t0H C1B PLAN&PROFILE ETA 11+60 TO ETA 16+00 9.. II -I w n OBTAIN CORE90F 1HE RUf50YCLL CONCART CABLE 901M1-TMO DNG} i IJII THE MITER. MVOW ER VERIZON W14E0.T909 4roA6v-I000 C19 PUN&PROFILE STA 16P00 TO STA 20+00 'ol, I VIE. TELEPHONE MAGE FOR THE I OREGON UMW NOmuTONOEH16t IS 0 2C2O PPW &&PPROROFFIILELE STBTAA 220+ 4+0000 TOTO ST ENAD 24+00 V� —�s- 501222/14911' ,/ L— D1 T0AVD STANDARD DETAILS I 1 I S'N PRE-SURVEY TICKET R.20019194 �/ vie CES-NW D2 PA O STANDARD DETAILS II pR-� CONST.TICKET R. D3 MYD STANDARD DETAILS III iyTE.O ""'% — PROJECT SITE MAP D4 CATHODIC PROTECTION DETAILS I .�• �‘AGINFn� NETT TO KALE D6 CATHODIC PROTECTION DETAILS B 9O4S4PE 2 D6 CATHODIC PROTECTION DETAILS DI (1 D7 WASHINGTON COUNTY STANDARD DETAILS O GON DI ODOT STANDARD DETALS I T// O D9 0D0T STANDARD DETALS II Ndi D10 PROJECT DETAILS I gNfON - 7-11!dW 1 Dn PROJECT DETAILS II EXPIRES:6/30/2021 ONE IV SW GREENBURG ROAD `M 7/2020 '� Wallis TUALATIN VALLEY WATERLINE IMPROVEMENTS ""`�"° �'R9 e em J e T/20 v ACCT.N0. C12116Y TIC WATER DISTRICT -C .M me 7/20 *engineering y SNW W. 1 UP 92 REV DES4l0Fl BY CATE pCD Rpm JR PIC T/m COVER O9G NO. Cl REVISIONS I A I B I C I 0 I E I L I C I H I I I J I K I L I M I N I 0 I GENERAL NOTES TO THE EXISTING MEM AND BEFORE ANY*RACE CONNECTIONS ARE MOE.PROLATE I•TEMPORARY TAPS FOR EXISTING UTILITY CROSSINGS ME CHLORRMTON INJECTION AS REWIRED.PIRG IENPORARY TOPS WITH BRASS PLUG UPON ACCEPTANCE OF 1. THE LOCATION.DEPN,MD DESCIUP8p15 OF DCSTNO ounEs WERE COMPELS FROM AVNABLE RECORDS NEW WATERLINE. 9 AND/OR KID SURVEYS MID ARE NOT GHAANTEED TO BE ATESIE OR CONROE.KOTOIR UDMES MAYLEVEL THE PROM ON TIC RUN AND Of FILE MEEK ME. WRNS LDNN MOVE THE IRESCOSTING CROOK / 12 UPON COMPLETION OF'STRIATION OF THE GRID UNROM ALL LACES SWFL I SWEET M0 OBMEEDRD N THEEL E OF THE THE CROSSING ID A EASING MTV.SEE THE LEGEND BELOW ILL TEES OF UTILITIES.E BE POERM IN THE WORK AREA 1UTL ME NOT NSSHORN CT TIE NS CONTACTOR SHALL RE CONFORM/SE NTONME WITH OREGON XFNM ORISON WIEEPRES AND ME POLL IRO OF THE ON.TIE OEPNMIEM THE 00N 0 TE own'R IOIN MI TARGET 015 TV IS INN,MEEU.TIE 5�BE BE A IF IN CLARESRIFICATIONS i0 VERIFY POSTING DIES.LOCATIONS MD CORDONS PRIOR TO PRANG AND AEO.ESL TEST pMESSURE AL QUALITY. PSI.FOR SHILL EKINGrPRESSURE TESTED OR PRESSURES W WIFTON.TIE WNW PROFILE t0 111E SIZE T DEIST OF MEAPPROXIMATE MTV D GC MT THE VE IR WILL 101REDISPLAYED N THE CUMf1GTIDMS FOR.W/DE(flEPN41ES 1)10 MNIJUM TEST 4WL C5 150 P.L. 00CTEES WORKING ALES IFSLMEH DEW'. OPERATOR TOR PR SERA ROD P51. PROFILE IXE'IM MITT ELEVATIONS MPItJWNE AND DO MT RWFrf ME CONTRACTOR OF PEMgiNWG - 2. THE CONRACTOR SHOO 6MBUSH ALL PRINCIPAL LACES AND CRIER.PROVIDE CONSTRUCTOR SURVEY M ME MNNNN PRESENTS SM.BE ONE ARE ODEaWf TMES 1H OE9ti1 WEM1fN PRESSURE POTHOLING. MOWN AND SIACE THE PROPOSED WATER WIN MOMENT EVERY 50 FEET.AT EVERY BEND.AT SCRAM 13. ME CONTRACTOR SHILL AMOK Of ME SUPER CHLORINATED WATER N APPROVED IAWNER.00 NOT ALLOW EA511NG IIOI III CROSSING LUSA LOCATIONS,ANO LOCATIONS WHERE CONNECTIONS WILL O MICE TO THE EOSTNG WATER MWI.PAM THE ALMtCION WARR 10 MN IM0 WATERWAY MOM ADEQUATE DLUIDI OR OVER SAIYRTACTORO METHODS FO FIBER OPTIC PROPOSED AUGMENT MD 000ROENIE A WNA-THROUGH MN THE ENGINEER TO WI(E NIT REVISIONS i0 THE OF REDUCING CHORINE RESITS TO A SAFE LEVEL AS YANDATEU BY DEO. G GAS 8 NAYIMEM AFTER THE LOCATES ME MANED BUT STORE SAMGRTNG THE PAVEMENT.CONFIRM LOCATORS OF WORSTS.TRACER MIRE TEST STATIONS.ND CATHODIC PROTECTION TEST STATONS Null DISTRICT PRIOR TO IA THERE MAY BE SHORT SECTIONS OF THE PIPE LIE THAT CONNECT TO THE LOSTNIG M1EM TNT ME SFHCULI SD STORM OWN KKR WNi150OH. TO CIIORINATE TIE OMER'S REMEBENTATME AND THE CONTACTOR AMU.IOEMSY MESE SHORT SECTIONS SO SINTIM SEWER OF PIPPUN!MD AN ALTERNATIVE METHOD OF DEINFECTON DEPLOYED.IPPLCRIOH OF 30011G/L CHLORINE TR 'UPC SONIC J. POTHOLE ALL EXISTING MINT LHNLA ND NM WATER WIN CO ECTON LOCATORS A ENRON OF 100 FEET SOLUTION S BE APPLIED BY SEAM IN COMAIER APPROVED BY OWNER'S RFPHLSEMAINF.THE LMOPoNE LOP UNDERGROUND P01AEB - AHEM O WATER MIN CONSTRUCTION.REPORT ILL COIEUCIS TO THE ENGMER NMEOWLLY ANO ALLOW MO (2)WCEONC PALS 10 RESOLVE MRCS. ROLSO A RLS N SIMI RATAN FOR THREE HOURS BEFORE NNG. LOC UNDERGROUND IELECOMINMCATONS W WATER 4. THE CONIMCIOR AWL DRAM A CONSIPUCEON SANS PLAN NO SCHEDULE FCE APPROVAL @!TIE15. ME CONTRACTOR SHALL PROTECT WATER PIPE ENDS FROM CONTAMINATED AMER AND DEBRIS AT ALL TALES. DISTRICT PRIOR TO HDNXNC ANY CONSTRUCTOR ACIMIIES.ME PAN ND SCHEDULE STALL CORSE ME CONTRACTOR SCOW CAP ND/OR COVER PPE ENDS AT ME END OF EACH MLR(DAY. 7 PROPOSED SE0ENCING FOR COTO.RU9ENG.DANECIIW.1ESEG,AND cameracameracameraTO FASTING ILA PPE SHWL BE CAPPED MO COVERED PRIOR TO TRANSPORT FROM THE SUPPER AND STORED WITH CPS IN ISM AND SILENCES AO S INCORPORATE THE INMAN GENERAL IEWREWTS LISTED IN NE COMPACT PALE GOON NR. 5. TES PROJECT NIL THE PAVE MEIN THREE A RISOCT(XS OREGONpPMryEM OF TROISK),IAIOI(O N). 1]. ALL PIPING SW1L(AVEI RESTRAINED JAMS PER WED STANDARD. WASHIH.'NN COMm.NO CIII OF KART.ALL MORN MST AMPLY MINT UCH JoREOCHIMS REPINEYENR MD ME 1B. SERVICE INTFARIIFTDNS ASSOGNIED M11H WATER INN CONNECTIONS SNAIL NOT EXCEED I HAMS.TE RCMOF-WAY REPAIR RAID FOR HMS PROJECT.MOT HMS JURISDICTION OR SW All BLVD.AND SOME EWIPEYT CONTRACTOR SHALL PROVIDE AN APPROVED TEMPORARY WATER snitN IF RIMCE MIEHRIPIIOXS NE LOCATED 0N so ORENBURG RJ A450CIJE WM THE sow.FOR SW MI&ro/SW IEDIBURG K.Mtl5MGT0H MEOPOTD 10 EXCEED 4 HOURS. CWMY MS JJNS1CIMN OVER SW GREENING RD.CITY OF VSNU HMS J.II50CRLW DAR EN LICIm SI,SW CORM Si,AM 57 LUNAR 5< 19. W1MNX A MINIMUM OF 36 TONES OfDTER SUER WATER MIN FROM fINSNED GRADE UNLESS OTHERWISE6 6. PROVIDE TEWORARY ASPHALT SURFACING AT ME END OF EACH WORMING DAY FOR ALL RACORLLED TROCHES SHOAL AWE OPERATOR IXIENSENS ARE RECLINED ON ALL VANES DEEPER THOU 4.9 ITCHES PER CSIRICT MD COVER OPEN TRENCHES NIH H-20 RATED STEEL PUTS STEEL PLATES SHALL BE FINNED AND ASPHALT STANDARD DETAIL 5. A 41NBOIl PIPE SLOPE OF ODE BEIMEEN NCH AND LOW FONTS SHALL BE WIMNNED WARN SHOE BE PACED MOUND ME PERSON.RESTORE STREETS,CURDS,SEEMLY,NO DRIVEWAYS IN UNLESS OMENNSE SHIM. ACCORDANCE WITH ME CONTRACT COCOEHTS. M. THE CONTRACTOR SMELL EMMEN A MINIMUM YERIICIL SEPARATION DE TC FROM SANITARY SEWERS IN ]. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL SURVEY MONUNEHIS.RIGHT-OF-WAY RID PROPERTY HIES ACCORDANCE WITH OAR 333-061.IF MS RPIMIKN CANNOT BE LW MMIOD.THE COSTING SANITARY SEWER SHOWN ARE OPP ESS'S.A COPY OF THE RASE NANO WILL BE W$AMIABLE TO THE RNIIMGIOR N SHALL BE EXPOSED AND INSPECTED BETWEEN TIE ADJACENT.DINTS ON EACH SAL[OF ME WATER MN.HAD mow 2018 FORMA.. RIMED' IF LEAPS ORE PRESENT.THE CLMWLIOR SHALL N50 WIMNN A NINMM OF IV OF VIRTUAL SEPARATOR FROM SIGN SEWERS MD 6'YIEIU4 VERTICAL SEPARATION PROM AU.REMOTES ESTNG 5 8. THE CONTRICIOI)ARM CONNATE NM THE LOCAL FIE DEFAMES BEFORE DISRUPTING IXRMO FIRE MOUES UNLESS OTHERWISE SPEOIED.NOTIFY DIMMER IMMEOMTELY IF MAMA SEPNMION G4MOT BE WANTS OR BALDING THE SUPPLY LACES MINTNNED. 9. SEAMS DE LATERALS OR EOOPLENT SENN THE PROJECT OPER AT ANY THE IS PROHIBITED.CONTP.CTOH IS 21. CONTRACTOR TO PROVIDE CATHODIC PROTECTION FOR ALL NEW IETNLC PPE FIRINGS.MD VALVES IN RESPONSIBLE TON SECURING A STOIC NEA MACES TO THE PROJECT ATE ACIONTANCE WITH THE SPECIFICATIONS CONTRACTOR TO INSTALL 32 LM GALVNAC NODES AT A MAXIMUM - 5PN0HG OF IOC UNEAR FEET ALONG THE NEW WATER MN.(CORONAE LOOT LOCATIXS WITH DSERCi WATER CONSTRUCTION NOTES BE KNEWD R.ALL NB BOONDIDNG AL NEW JDMTS.CCONNNEC AND TOORSS TOO LVES ME DIRTNG°F WATERYSDAHSHAALLL BE"SHMIL ELECTRICALLY NARKED UAll6 INSULATING FRAM.ENCASE ALL METILC PPE MKS.VALVES,IN POLYEIWWFNE IN ACCORDANCE WRIT MA/AWN C1D5/A21.5. 4 1, CONTRACTOR SUS REDRY DINNER AND OMEA'S REPRESENTATIVE 5 WORMS DAYS IN ADVANCE O 22. A84OON COSTING WATER Sr5HM AFTER TIE NEW WIN 5 IN SERVICE.ENTERING TRIER MN THAT HIS BEEN CCPSTY CTDN1 MD/OR PLANED DISRUPTOR OF AMER SERVES.COMRMTDR SH4L NOT ASSUME SNOWS CUT SMEL BE GROUT PUGGED UNLESS A MECHANICAL CAP CR PLUG ME SHOWN IN THE RNA.i0 ABANDON TEES.BUT MI RATER S0EOBE AND COOKEMEE SHUGARTW,WITH ERECTED LAMES. COSTING VALVES.CLOSE VALVES.REMOVE VALVE BOX,FILL ROC MN PEA GRAB.AND RESTORE SURFACING TO MUCH COSTING.ORE HYDRANT ABANDONMENT SHIM INCLUDE BARREL AM 510E REMOVAL,GROSS PUGGING - 2 OWNER M111 PROVIDE NOTIFICATION TD AFFECTED WATER USERS FOR PANNED SERVICE 05RUPTONS. ME WOMAN LEM MO VALVE ARMAMENT.SALVAGE MOMS 10 051RICT. 3. OPERATOR OF FOOTING VALVES SHALL ONLY BE PERFORMED BY MICE SURF 1. ISSNNG WATER MANS MA SERVICES AWL HE KEPI II SNATCH UNITE NEW MACS ARE CONNECTED AND N BASIS OF BF_RIN 0 SEmRfE. 5. CONTRACTOR SHM.PROVIDE TEMPERAS THRUST BLOCKING,PER SPECIICATONS OR TO NE SATSSACTON Of •RE HOtIONTN DAMN AND BASIS Of BEARINGS IS III 81(2011)EPPS 2010.0 OREGON NNM.SRO, ME OWNER/EMOIEER,WHERE REAMED ON THOSE STINGS WHICH WILL SEE SERVICE PRESSURE BEFORE IMERHAIOML FEET.CFS OBSERVATIONS USING TIE OREGON REAL TIE XENON((DRGM)WAS NERD AT NNIIRO. f CCW TE THRUST ROCK DEVELOPS FULL STRENCM, POINT NUMBER 10 DIFFERENTIAL RT(IESUREAERRS WERE TAIORI Al CONTROL POSES 10,1I,12.I3.14 ND 4o T nLMA - 6. CONTRACTOR SHALL PACE SARI PLASTIC SNEEZING BETWEEN THRUST BLOCK NA PPE MIM S TO,TERRESTRIAL GROUND MFIARENENR WERE 1MER BEIMEER ALL MERVISBLE CONTROL RIMS TAME! 1Vh 7. ALL VALVES AWL INCLUDE VALVE BOXES AND LDS AS OUILNA IN THE TECHNICAL SPECIFICATIONS AND GROUND C°SRESS gmMTES NOD ARE OWN A ICON.SED ro*100 PAN CONTROL WREAK.ME COORDINATES USED ARE A�"JARNGINEE•/� �Q, DRAWINGS 90454PE `7 B. ALL M1ERI4$AND WORNNESS SWll COMELY NUM ENO,AWWA WIVANCFp!COMM.CITY 61dAD,MD •ENE VERTICAL DATUM 5 NAM BB.A(P5 DERIVED ELEVATION OF 256.455'FEET WAS NEED AT CONTROL PMM U f 2 ME UNIFORM PLUMBING COTE AS APPICIELE.ALL MATERIALS SHALL BE OF NEW MANUFACTURE.AND MUST BE NUMBER 12 A 5/8'IRON RCO NTH RED PLASM MP STAMPEDI;E51111'CONTROL 01111E MLA ADE OF SW • OWESTC. OREENBURG ROAD JUST SOUTHERLY OF THE NORTHERLY EHTPN1E 10 TE CEMETERY.WAIL DRERFNPIL LEVELS ' 0 GOAL 0 WERE RUN THROUGH Mf ON-SIRE CONTROL 41 .o IRS. O li 4.‘' � _ T. ME LAICAL ANTS SHALL O ORM ON CEIIEM-LINED OWNS IRON,CLASS 52 MTN RESTRAINED MOTS.ALL Y MEONHCA JOHNS AWL CONFORM N NISI A-21.11. q/Alr� lW or • TO. ALL MCNTLL IN TIE RCM OF WAY OR OTHER TWEE AREAS SHAWL BE 3/C-0'COMPACTED CRUSHED ROC(, rA Ul`I CONPIGIES TO 95 KRONEOf MAXIMUM DONm AS CEASED Eft AASHTO T-99 COIFKTON TEST. 7'Z1- � 1 II. 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INFORM AND CONTACT AL PEE.I ED KNOTS AM°91ESSIS NM SPOOL Rd1FN MICAS MPROLD BY THE CONTRACTOR TO DE OTGT DEEMED NECIS/NY BY TIE TRAFFIC CONTROL SIIERT/A ON M APPROVED BY IFS cm.MO CANTOR."TON ME PROJECT AEA AB NOON BEFORE EACH Kw'LINT TNT NO EVAN TENT BUSINESS AS THE ENOREEN TO PROTECT YORERS OR TARO PANES AND ONLY ACCOMODATE RAMC TROUGH NE WORK 2OE maraca BY TE DICBgR IR. TEIAPORAHY ERATEL AIDES TELL BE A HIND"/Cl 12 ELT MOE. — WORKING HOURS 4 1. NMN ME JITSE.TIO6 OP 6AS1N:T011 COMB AND COY M TON.GENERAL AtMAC NOTES SHALL E MOM 9 N TO IOTA w WMY THROUGH RTAY,INN MEITmL PITTED N THE OV.TW:1 DOCUMENTS CORN CAKE M THESE MOMS wY E MIMED MM ADVANCE NOTICE. SEE PIY O 1PNM Mill-CBE-WAY PERM FOR NQIYRAL ESTNLTIG°. _ 2. RTMN ODT JRSDONR,COMP SARONG DOORS ON SW G®BATL ROAD AR SW PALL BOULEVARD BOLL E BOW EN 9 PM AM 5 M MOP CONTRA"FAIN.LRCMS GMEIME • NOTED N 11E cm-mu MOMENTS BE CET REAP-O-MY N OM FOR.WROTE RSTACINa. 3 3. TE OMRCICR NEST CB NN N APPROVED KEE NONCE FROI W,LSNNGIOI CONEY PRIOR TO CONLON WON BETWEEN TE HOVE OFT Pik MD 7 AN. 1. ROPEC ORES TO TM OPTING WATER SNOT"E1UAWNi 5ER10E NTERRRIICN SILL BE e` GIP: — PERFORMED AT COME OR CI ME EOSNIS.CONNATE MM DISTRICT. Ems`O 90454PE 2 O' GON® 9 �gA70N n'7.1.1 y7tp t EXPIRES:6/30/2021 ONE ONCE DATE: 7/2020 ---RR RN o FM_ II" SW GREENBURG ROAD • `w :y Wallis ��A TUALATIN VALLEY WATERLINE IMPROVEMENTS PROJECT"D 88199 NUM MN a1 , men ineering t"'_ WATER DISTRICT �.xn C'�86' "REV DESCRIPTOR BY MR CNNb APM Erma N WC MO g g V TRAFFIC CONTROL NOTES S PHASING PLAN SNESE ND- Nor 32 ENVISIONS „,,,,. 9ATR DWG N. CB I A I B I C I D I E I F I G I H I I J I K I L I M I N 0 I P I 9 , ta ",. .w: . a 4o i.* \' ii, 3' ry '1c R @� P ; - ad -,. if PHASE II SHEEP CR C' '� '•A xu I,w s.m , 4 1 ■ SA'GREENRIIRG ROAD Iwo 1 Pt, -— ...I 7 4 T .� J ,' _. 4 e� <� .. r ,m c om!y a t -. II 7; . /�,'{ . PHASE 1•SHEET CIO E '$' z 4,4, 0 .N . 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"�` -'�-:'�DETOUR wz'mart ROLE CLOSURE' '•- / �1 �� ' / A 6 I -w.'_-a YPEPMED - -- _ 0 STOP Tun - ��-OETOUR �4r "v SW IF[wBtmC ROAD f"a z�� ,% - — o e . e e o o e e e e ° e e e o . e e e e e o ° r o e . • •—. •/ o e • • • • .f ncrE . • 5 . . . • o e o o e ° o o ° AA �''} 2,�r iz ve �� e+.1 ° • A. ay. a fie .. ! �,•{A�e► \ Y I q .0;•:•s:'t \ • If • a 9 1 nxuo p �� 5¢Imo CLOSURE/0E1ft :11,14-"R * • , EG�jq,,{ Y16 [Loan ° ° ,I „NfAt PLAN,SHEET CI4 i1 fFn MOD — OtromoDom r, L4;1110 '• o CMS 01 IVIE J 5 T 3 ,.. NOTES ', 1. SPA NO 11WFC WIRE SPACING a SHOW SC"0AITCYLw.SEE (( 1NICD/WT SIM'Wp PANS TOR SPMND RWNERNR. Oy° — 3. CONTRACTOR SHNI YN10a RTIRPOIE TO MINT D6RUPIM5 TO nom. SEE �MTN I W'M'C LOSINC? TRAFFIC CONTROL LEGEND '0NGwf4 O CONTRACTOR RNLI PMMC DETOUR SG6 N DIRECT INNTIC ro C[ 1 NON-EE.,RrnD DOTS CM PRIVATE PROPERTY'THEN DX CALRIRG RD EMS •., •• Tw+1c WARM WIN mUR wNNc uan MO Rxm1h TAM ` 904/4PE ME Sr_. -Cr TRAITC SIGN CN TYPE I BARRICADE.UN TYPE AS NOTED / . 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STATION ODE INCH SE , 1 - u 2»2R moll, ST T - 245 § _. i -. 245 nsl ROD a s O - �(0- - 235' $ ._ 235 �okGINEop S # 9044PE 2 171 A PROPOSED 12•CL 62 0TER INN C� I I �0'•GON., 222p0+00 21+00 22+00 23+00 24+005 � 4MONp PROFUF -7-21.2 1 sum I•-Rr Md+Q EXPIRES:5/30/2021 1•-ID'YFIR -- -- - - - - _otH SW GREENBURG ROAD DATE °P° CM MI walhS �� TUALATIN VALLEY WATERLINE IMPROVEMENTS MD"'Na Ems - A MAN As 7/20 _M�_ A' CIP86] NA -mm ✓n Az 7/20 *engineering � WATER DISTRICT SKU ND. 20 OF S2 2SNAPTI I Br DAR:COO)AMR mono .N AA 7/20 �� PLPNSPROFILE STAZONp TO STA 2/+W REV REVISIONS AmrA AW CIC NO C20 le L I A I B I C I D I E I F I G I H I I I d I K I L I M I N I 0 I P / CONSTRUCTION KEY NOTES 15,xLO@OO GEQ8R0 TIC ❑E HALT RESTRAINED I2•CL 52 DP MIX FOLttTMENE WRAP1 IIWIIM DFVdOPW.T CV NC °!R FERRY MIWSE / e / 116TORSTON PER 0014LS ON SHEET IENCIT WEL MG GLARED JADIII.NES.SURFACE �/ 9 I / / IDEA/LEI IESIMNED Y CL 52 LT MN Po0EMII0YE o 0 M 1ATW JWf 1"M'AT TI STAMINA 0 IX9IMRD SM 16f SII,RM. - WRAP.SURFACE RESTORATION PER DETAILS ON SHEET D� N / TEST 4/NM RR RAGE AT Sd 27447 ,/ 811. SCALE IN tEFr C9 -V" / S1NWA MT STATOR /'// a-1/I / 3❑MF COPPER MINCE TO INTER MM CATIOC RgIECIIXI .IF'° 0 O NSA Dw0 R bb- - -®.. PIGMLT D m 1 / 4. ,_ -� �_ ®_ �� .-JIS �`�' PAP // S YR411f M'D RESdt LURK AND dRRA AS RE5IRf°EDR w1 _,-TA, "" _Dap OZO« —0r.- p 00- -L Y' - ,.. '0 / ❑PERM *4214401011onACOOl141Lrc 51*40 DOr,2010.COReE MUST IS © I '� SW CREDVBURC ROAD - <_ _� ••xrINO REPLACED LwRETar IETMTN RDNTs.NULL arts a N \ . TM.07' •- ,C EI ,. Alb APPROVAL RETOOL NO R[WNSDIILTION AK SWAM TO f°dNEFA - ,}'W HE-♦ F` O • C W n-Of ❑I iLINE iaTAµi AND RENCKEc AS RECLINED SWANK 1VATER W - ,ice �`- RWS111100II COME(STAMM CERA 1110.SIDEWW(PANELS O _ r' Is Si IVN:Im WSI RE MPICFO M iHEF CITIRfT'.fIW11M15 Of 7 V Q O PROTECT EL ` _ .t1 - - _ ..�EMIG<I----I �- �« - 11n LRND Ao ` RIDADAIAL°'G PoCONrnixnIX!APE SMELT ro ExaxdR I— rCROSSIVU • IRAS ow� ` ' . _r —� _ = - ,��[7�'• '.vj �'e srnGnD DMLN,cs TNS0.5 Aw TLNO.TP/NSVUSf vRrtElpr - 1 /�� l - _ 1 P 0 / WWRPM SIM EE'ME AN.THERNOMARTC•ON ODOT TOP. �NGON 0 1�� ma o v ' ❑R WALL a•WEE NNE PER DOM s,wowo ITAI S moo NG TITER WIN PER TxE ` .•- sra �_ y � MAW Iuxmuori LIE WORD SHALL a'miwo A(onmxxn) 1512EOE/0l0 l TFMGNASTC wWAIC PPCEVS➢•W COOT ROW PER REGION T 6 R4 STRIPING PUN_ MNESN CW VMS AITNYILS r 0T Y -,MdAS SWIM T'-I Y 1 \�l P IS /l 10 REPLACE P.UOIFM WRtMS DSTL D or f]CCMIKN PER 1' 3"V, NMNIXDLON cgMIY STMNRD DMA 0110. PLAN ,I UNCOVER WRIER VALVE CW NO RAGE TO WECH MYAiM TRUCE - dpMMNIE WTI PM SINE TO EETERNNE EDAM LOCATION DE VALUE. VALVE & FITTING SCHEDULE WATER SERVICE SCHEDULE s — OI61N1: , ,.12 .C W X M1 REDUCING IRE STATION SCE LENGTH STE II ,�I•R%WW 255 -_ _.. ,_NAARELI T NT TEST S DH dfPER Of FA dCAPP11fPEE TEE PER TWD DETM CC m1 xutl 1m 16 I-1/2- I -- 255 ,_NWURD NNT TSI STNRIH 19t_ ram Q OP d.TAE 2 SXRT 06 24443 IErt 45 I- ORP 21 INeO MKT 31 Y 4 D W As'BEIND I . s8 .::./::40 xl it a E © WM Mw I -3 MN m ry H IGTNL IM�1 245 I 245 O,-, C 12 TNn G WHILE ®�® I -_ l �_ •. -- 1.I61MTD A PER TEST OCTAL CC MI U 1-I RNWW I.MUAIEO ATM TES!STATION PER I(-S z.SHEET 06 3 u II _ II J 1 p 2.�06 CA TEs srATMx PER muL R I & ©I.u u L'LWIIG ANODE ON NEW Awx PER R TAD DOTAL IL YU 1..0 p' µT� _ ` 235 ® TP 11 ‘`GINffpT N RESTUDIED 4cdNUMG.DOWER TO235 ETER NSW SAUTE 9094PE 2 lY cL 52 d OO i O1ES :z uus BM p MDENx i1 1 - O;N_R" MRE • IgMR STAIGX PFP 1W0 0 GO - mu MR. • p5 • _ _ _ _ _ _ D EmAu:rtm,) '/' '4( 224+00 25+00 26+00 27+00 225 o-i.2•INMBILNiKK1 AR N vALI.wN vkvE `�4M� PER DE RR 5.SHEET C8 R IVIED DETRE A6S PROFILE -7 41 2d0 T sou:I•_IL RCMEXPIRES:6/30/2021 I•.IG MRT 0,_____,,. ONNDATE: R/E020 SW GREENBURG ROAD Wallis •�� TUALATIN VALLEY WATERLINE IMPROVEMENTS "" "° °°"' WATER DISTRICT °"''ND' C12607 Derma .44 >m 7/30 *engineering y PLAN PROFILE STA 24X00 TO END `"RF"D 21 00 SE I! ICY L�POPIIM I V MIS OECD A.RR NmSR MODW4 NO. C21 REVISIONS .mom Nm • I A I B I C I D J E I F I G I H J I I J I K I L J M I N I 0 _I P 1_ R AFE"A•MINI PILNFILL I 'Ass'B"LPINUIKt BACNnu pin yypT _ •,, '• r-N REBAR AT:Y ac �PCy m �'HAP ID Ram Irt Ks -�P 0 /-PC ENCASEUENr '*_) �1I EACH WAY(TIP) ':• IAC PAVEMENT REPLACEMENT E ] III It II 1 II II II II IIJ uM CLf AR I.?�I p,r o PJW:n rII 9 .'caw:acw • MOUND EXCESS MATERIAL TO ALLOW7...if LAM.SEE NOT:.. I'.IWKu-Au N P lny P TEL NOTE A r J q `{ il FOR SETTLEMENT.OINTRACTORSAWCU1 CLEAN EDGE FOR a FPa„ ARNANN SHALL MIME ALL LANDSCAPINGC PANNINT!IMAGINER' 0 ...ERN TO ARE-EMEND CIXIOITRIE - yIR :bw ArMN ER5TN4 rE,ISNNG'°Nl C— II Q II II J ' II`. IPEOD W.NaT , ;�;: MNND C PAI4Ext I �1]"WN. tlINWNG MP. An NINE. 0/—'....al ru DETECTABLE WARMING .T\. , ROADWAY ° PITA 8 TAPP FDR APT DA.n9 t h /5- 110°Y.. -:r Al rLo..+L...0 �„ r BASE ;E 11 a NvR:Aum, CLASS11VE . CL6ss B J/a D S O DB c 9 W TW[9A u u DaM NM Fat M/o-1)SNP _ BAGKFLL ONSNEJ 0.CCW ag CPCL fql NiL, "rP (2 REQUIRED. u:N I�A'IKMsala fn>n $ B,.RFL :W II II II II II II II II III M N PIPE 'I 11.0 TRACER MRE M R "�� Li II II II \\\\\\ I J \+ JD 5 G4, F :. _.� 111 (41N4 ,L TWNA PIPE DIA.VC Cja, E a "' .�_ clx.s ALLOWED - .'-,C::.". 'PE lPR 3 -- :-ONE SECURE LATER TAPE .-- a RNA Fp Nq QITE :r 7 ?ONE �' C W WRAPPED ALL THE MOUND N AA Maw rpinr t.1114.:—L ICli - a R.aIW>AwrW e' m .6 PIPE BASE IFINMi4 x 6 5 I. Ni THE eOLVEINH£NE VIBE TWO FEET LOADER THAN PIPE AND YIP OVER PIPE AS RONA L AmTYTr P.R NL "I AI p me au Po �'� rK RMry YAP 11111111111 ElI SYDW. I. • 1s REBAR It O.C. ux-uFE'R-14t[.➢GIWL 1!IA 2 SPREAD T4 POLYETHYLENE TUBE AS TOUCAN SO Poo ENRICH IS IRl TO PROVIDE i COCA WAY IAYRCAL) aP I/[w 2w anNWJ LwnT ME FOOT OVERLAP Al'EACH END M PIPE. NO DIGGING RIPEN IA'-� a �.pQUq CONCRETE AGAINST R� 161')ES J. TAME UP SLACM N THE rum.ALONG DE PIPE BARREL,MARINO A 9NG RUT NOT UNDISTURBED NATIVE SOIL ▪PSC POW / OM 0* IA."PE WLT 6 I. E TCNE MATERIAL SHALL BE 3/4-O"CRUSHED POOR GRANULAR BACKER TINT FIT. OLD OVER ON TOP OFCU R YE RIPE AND SERE IN ACE MTL ONE LAYER OF vrt' a CWRACTED TO ISO OfSONATA 1-99. C1RCUAFfRNTALLY OR SPIRAL MATR4D TAPE MOAT TWO FEET ON EDITOR.(PE a CLASS"A"NATIVE BACNML M ROSE AR BE USED OUISA£OF PAID AREAS AND SHORN LOOSE Nt CLARITY)TAPE SHALL BE 10-MIL BLACK ADHEL ...PRY PVC LADE. ... RY Pm ERRED M ANI IR WIT MR ID PRA REQUIRES DISTRICT APPROVAL. W BAC4FEL SHALL BE CPACTED TO ROW OF AASATO CHRISTYS PPE WAR TAPE,OR APPROVED EQUAL. NOTE r 4TP.ro _ NA I T_99 IN IRIS NOT EXCEEDING IC(LOOSE MEASURE). 1 CONCRETE STRADDLE 0.00,5 FOR IA'AND LAPCER WATER MAINS SHALL BE G 3 A55'B'3fa'-O"CRUSHED ROCA GRANULAR RACKELL SHALL BE USED WREN PAID 4 LONER PIPE INTO TRENCH.BEING' rti L THAT THE PRYM MP IS NOT DAMAGED.AND DESIGNED ANC STAMPED AlB E PROJECT ENGINEER OF RECORD.PROPER F M_ �_it NNW Nw:yA v`� AREAS BACMFILL SHALL BE CRRPACIED lO NSW IC M5H10 i-99. MANE UP JOINT. CHLCULATOIs FOR HEWED AND APPROVAL. RomMID - yW R 4. SANCUT MOM AND AC PAVEMENT REPLACEMENT SHALL BE PER APPLICABLE H. USE 1'OFFSET M MANUFACTURER RECOMIPENOATM FOR MID-SPAN JJ R1 RISCRC'ONAL REQUIREMENTS W .0 pp 5. PULL POLYETHYLENE FORWARD FROM PRFNS 51 OWE THE BFEL AND SECURE IN RESTRAINT. '' AD v II STA5.1 x IMJCI e rtoro. S IF RISE SPFOFICATMS CONFLICT MTN TARE SPECEIEATLNS IF INCITER APPLICABLE PLACE AS MOAN. U 'IIE MHAR TO ITSELF TO KED FORM. JJP.S°KTOO,THE MIRE STRINGENT SPECINCA110N SHALL GOVERN. • REAP RESTRAINTS MM I LAYER CF POLYETHYLENE ENCASEMENT AMOR 10 a vwv:e AVM,maw I 6. TAT MINIMUM COVER IS REQUIRED.ANY OMER CRPER SHALL BE AAMOID BY DISTRICT 6. PULL POLYETHYLENE FIRMA NEW PIPE ONR THIS SANE DELL,PRONONG A DOUBLE POURING CONCRETE.EXTEND FL VNAP A MMMUS OF 6'BEYOND To swap▪. • ENGINEER. LATER OF P0.KMTLENE AND SECURE IN PLACE AS SHORN. RESTRAINTS.SECURE ID PIPE MTH 10 MIL PVC PIPE*RAP TAPE. T.A.1101.F.541 TMau rw A rev A0T.0 num.rF IOTA Aw AT A rtrr mP. MIL IRRIR 9m®rA wTE:n9NR ®Nnw DATE FePRpw OL1Cn®l9 �Aw TUALATIN VALLEY AANRa®ROM TYPICAL QUALORPONADIIM . TUALATIN VALLEY MPN.RMxlA PE BIRO°�T�RA �'VE TUALATIN VALLEY ETRAOREH.DR MAE t�A7 TUALATIN VALLEY.MawAP nlAI aEiAE _ MA_AL•PIAT.I.. TRENCH SACKFILL 201 wI/ MMAINLINE TRENCHMoDIFED ETTHOD 301 •••••PLC.,.. �MM S '^w `�....P,....C. TRACER 309 ...ow. suor.mowe 4 ��5 TaGINEfR 90454PE r 2 IO GONG 9 f _ �IMON K -7_LI'7A7A t EXPIRES:6/30/2021 HREINCH i SW GREENBURG ROAD• SATE. 7/2020 °"° "W MAU C031101116T Wallis TUALATIN VALLEY WATERLINE IMPROVEMENTS `""" "° EB1B9 • 2057 mow 'H'GR Dm "m *engineering WATER DISTRICT ^�""" D/ LamW .N WA". 7/m g g �� PAID STANDARD DETPRSI SEE'Nu 22 OP SS REV DESCRIPTOR BY W1E RAA.D APFR TAPmR rN N! )/'A REVISIONS EPARWN Mn ORG N0' D 1 I A I B VAAI C I D j E I F I G I H J I I J I_ K I L J M 1 N 0 J P J L— 2�VAN w , HYDRANT 9INID nURB'IGHi SIDEWNt Q I\ 0 •II i _T— I O / CLEAR ZNE REWIRED � In (Y n ' nv.. 9 v Mu. _ ° N 1� ) / COIiri "Y1X. - �. 5 l . .� / �. lillirBI�IC 0. -u •.�¢'FS,r11�ti - II; IIi- J �... em . . .. • _ — 3 11 ^ 1611 -., R • & is O Q • E i A O O `0 5 ,. O �I /E ti� LPl - 0 I F �© © 0YCRNIT IN PLAN0ER SER R 0 rsC; .. ,T�1 .- E 1P Mx .au,ux sRcnw cuRB FACE M Eac • _ 0 - -r R9 YAv OF STREET p • /� i\ JNSRN TF 1e•wN 1-1-2 OW.nAnla 10' 1D' FOR ARM 13 DIAMETER F TERGAT NANO I -1 z. ADD C v 12''DIAME Y OF U1 wµK wrM DEAD EM�s 6 - F LIXARD M POMI } 7 rro ILLV)g DOUBLE SIN AP SERVFE 00 Ol Y iuK NOTES' NE EAST 9.2"0Na VR-`.3 Cl BL VAiK TPC CORP STOP.RIFT I MIPI. p.ASRMT-OI W 1. NE CLEAR ZONE PRDHIBT5 111E EGLDWNG: A. 0343 01*00.MODEL SIM]931 COB AL DEW ALA VALVE OCT.EAST BE PLUMS, M(IXL L}"MKS 90'REND OPT Y C0 N - ET °MN MFMEI'• VEHICLE PARNNL ANIMA'COATI NIP'Nq•CAST IN TOP SURFACE.VALVE B01 SRAM.BE PWYB, D.2•MUSS COINING COPIER CWwC35N-x Wl, B 6 l 1*vµR.w Mo AMPONVCANT ww[ape,. MY MAP FENCES — CENTERED ON AXIS CP OPERATING NUT,AND SMALL NOT MST ON OPERA ONG ASYNBLT.. E Y DOMESTIC COPPER RANG(RIGID M x-l0R)SLOPED AT IG RR TD ME T WAIN NMA I AI M MOT•tt(FAMAC Rx nVp TuyYM DREES B IMRAVf0 AREAS ADONLY•PROVIDE 1 POCK CONCRETE PAD OVER A•COMPACTED I•-C" YNWUY UP T YAK.TAPE MY CORER SEA GCE.4F MEAN POI GIN T PAM TO LARGE BUSHES CRUSHED RMN.5I0 SMALL EXTEND O A MINIMUM O P"AROUND VALK BOXES. F.2"IRON BCOr GATE VAL.1PM vALsf e01.SEE DETA4 402 NAO*0IDE 0NC.EARND ENCASEMENT Awe.. Av WAR 4,3 M AL RETAINING WALLS or er arrow 11E. PK Mm MSCMXS HT Dr.5N.NAGE ENT a 10000€E CONCRETE W1H BP REBATE YAV 13.S.C.CENTERED VEROCALLY IN SLAB, G.2"X 1 MASS TEE. PRAFri MY T•R RE FETAL c nARyM xsERWR 6 DHLSE THAT MAY INTERFERE'MIN OPERATION CO PROVIDE 3"CLEARANCE EROP EDGES AND PENETRATIONS. M.1"A MASS NIPPLE. XI.CO ROI MY NSM•M SAEfl. E MR WRANT. C. P"TYPE SPR 35 PVC.D3034 PIPE SPACER.LENCM AS_NECESSARY. 404 MASS NIPPLE. route:, 2. ME CLEAR ZONE ALLOWS ME FELLORNG E 0. OPERATOR EXTENSION REWIRED WHEN VALVE NUI IS PO M DEEPER CROI FINISHED 1'MASS AN04 F MU ER STOP,FIR.. G x . 1*5CMIIKICMN Fo r 109 XC M FORM .00 MEMO AWS UTIG1s • LAM GRASS X.2'MASS MIN RYA(X FEMALE CCNNECTAYI ELT. CN4• • MULCH GRAM.SEE DETAIL POS L.Y COMBINATION AIR VALVE.NM YODEL 0 010 0-2 YENRANNT SrhWI ROn®CRTFOR 0 AV M. • BMX h151 E. WRAP VALVE YM POKTMttENC ENCASEMENT.M 00140APaR 0*4VED 2)00 SECUREPRIOR t0 -1/]'So[nul(AM M Ylm SUP X wPl(NOS T R[ DO 00R d FEW x,DA WT • GROUND COVER BACXFILyINf,. 0 OL.AEND PO 04CLL NE B"MINIMUM REMIND VALVE AND TO Ttt IYj 2_PIL0(004 YODEL MCWAIS 04.0 0000O[ORAL)CORERS S ^ - • LOW PLANTINGS 'Eln ID MIL PVC TAPE.SEE RETAIL.%11. BOXES MO ANYDPCKr YODEL.IPMJIBAP CORONER CRERS SrACw(1 HOWEVER,TOO PROERTV OVMERS SNCVID RE AWME INE ORWNC F. VALVES I AND SYALLEN SHALL BE NJ GTE VALVES.VALVES 12"AND CAREER SNAL. .WANm RRwV MA_ 0 vIMDI(Aw-Yw 09 Y 0¢w COVER COULD BE DAMAGED MIEN 1HE HYDRANT IS USED OR IOOTNO MR IS"Cf9M MAIN ROOF RE mar wst•Aso.T W S4RF N0..P"INIM.AP 1r BL M BE NJ 9Ul1EMti 0140VALVES.02 O I-I/Y GALVAN12E0 TEE. LRE.CONCAVE SNAIL TNT PANIC, N INTMNEO G 2"SWAM OOERARNG nuT. P I-1/2•GtvARIIO'.EN1 O.1 ' M. P'1 P'PVC NINON INDUCER 5R.LM4ECT TO O303X PIOE uSGeG A CGYPAn8L1:PVC .M91TLFrHOA ANA^MRCRE�R OYrt NON N. WA ROLE ] ME CONTRACTOR SMALL INSTALL A BLUE REFLECTOR BV ITN c(q'I. 0.I-I/]"MONISM BROS FF.155'DOME OUTLET q1Y, xTMWT Raft VAIN If SW, DEPARTMENT AI TER FINAL LIFT OF At PAVEMENT IS PLACED R. ] GALVANIZED CAI, N RONA.M.D. AME9 MINI 5 I. COYPAC'TED flCCN. T•O T S.2' I, e' M V.9T coN.CRETC BLOCK. motor atl Afl. 4 F E PE VP.Oq5 =NNW WI GATE: I IF�1mYY E 11/A1 COMM W N]T MERIO[WM PRe XR4E•:RIPMM . SOT5.11/Np R_, TIIGLATIN VALLEY AMM,@MM TYPICALVALVESE01010 DETAIN ,.j TUALATIN VALLEY M.INI�RI. �COMBIHATHONMRS GATE u rvUALATIN VALLEY �^ TyAIATINVALt.�Y rP�,� �E CLEAR 503 i NINSTALLATION C beg r� 402 ��.....A . v.,•wE VACUUM VALVE 1 1cAA iwe ecMSMPM ii • 3 • &RS-9 — 04GINffp 90454PE 2 ,0'•GON, %A . ,,, NfON EXPIRES:6/30/2021 Pam_ Q1AT ALL_ SW GREENBURG ROAD GATE` v=Dzo ErIWNi qE _ Wallis TUALATIN VALLEY WATERLINE IMPROVEMENTS "' "° &8189 •MI R �I 0O0 VAIN 7� engineering '-=°"" WATER DISTRICT �'''N0' CIY85'i REV CESORITM BY DATE CHM AMR� A. DAM 7/20 g g �� REND STANDARD DETAILS 11 MRET NB' 29 UP BP REVISIONS PATE Mc K. D2 I A I B I C I D I E I F I G I H 1 I I J I K I L I M I N 1 0 I P ks $ < 11 YAM SEE NOTE.. —''P 15: Oah DC E 6 DOUBLE CHECK,VALVE PUNTER I L� y soRMEO $M.P 1 MNlfR1Y L1!l $ '� _ MVQT!III[ LAMfN°:7E— �f 'MT DALE I\ '4 t PUf. P F I(; LAM M PROP J' — s W I\ SEE NOTE t / 'TERM% ENE AT RUE I LPRCNEOTE CORNER2050 SEE NOTE I I SEE NOTES 2 AND 3 PROPERTY LINE AND t PROPERTY CORNER I PROPERTY LINE AND-U I LOT NUMBERS MARKED SEE NOTES 2 C 3 1 LO NUMBERS MARKET "i lEAS u'ILI'Y ON FACE DE CURB. OR FACE gEDF NPtl. I--- EASEMENT - I SEE NOTE 1. _. PUDUL U14'I"_ 8 AP SERNCf PLAN 1� CABEYEMt UNE MIN.3'MTH __ -MIL PVC TAPE immummim SEX OCHRE 301 mow' r WD SL [ CATIODIC 6MATIO AYD 1 :n0.0 Pv TfMC 'Y`D= cow.M1 x SIA MN D � � ya.f. _ �` PER y _._. cow. dl SAFE}D10 SEVO PER CURRENT 7 �� I DOUBLE STRAP InSIuuMN By MVO PLUMBING LODE iAPPIN..54001E Z. -*RAP SERVICE -- 1C1'R DN LHE SIZE} LNE MIN.3'.M SMe SE I1 MErEP-\� 1D-ME Plc RE ERR,,STro-� I x'IRON BDDYJ SEE DERAIL bt DARE 000 r rFF•R•000 THREADED �{{L"_"AlI.Jr} ELECTRICAL ISOLATION NO COPPER TUBING CATHODIC PROTECTION PER v OFT&I ON SHEET DID VI EVA/ON 6 „NTF� F E AGAINP ON I D OE EVILweR'S S02040 U SHALL SETA LATH AT INA iNTERRVG11OE y ,HE PREEN wry IT - OEELLOPERS SURVEYOR SHAM SETA LAM AT TEE INTERSCC'ON OF ME PROPERTY TEE ANO THE RVOLIC ID UTILITY EASEMENT ICLROPERS SURVEYOR SHALL AESO MARA ONE AND THE PUBLIC UTILITY EASEMENT.l FACE SURVEYED SHEEL ALSO NOOK TEE PROPERTY LINE AND LOT NUMBERS ON THE RACE Cf CURIO TOTE NMTF PANT, ME PROPERTY UNE AND LOT NUMBERS W THE FACE OF CURB NM ORATE PANT. 2 SF PROPERTY CORNER MONUMENTS HAW NOT BEEN SET AT HE i1ME RATER 2, IF PROPERTY CORNED MONUMENTS HAW NOT BEEN SEE AT THE TIME D BAHR SERNR INSTALLATION.THE DEVELOPER'S EDRVEYCR SHALL SETA LATH AT ME SERVICE NS'ALLER LOCATION ME CEWLOPERS$TPYLYCR SMALL SETA LAM AT THE PROPERTY CORNER LOCATION ON ME R T-IF-SENSE LINE. PROPERTY CORNER LOCATION ON ME RIGHT-OE-MAY ENE. ), CRS 92 CR PROHIBITS TS LOCATING ANT UTILITY INFRASTRUCTURE MIIIRN I FOOT or •SURVEY MONUMENT. EMELO OR SHALL PAY FOR ANY RELOCATION R SCREAMS 3 OR SURVEY MONUMENT DEVELOPERSNALL PAT OLOCATING U Y INFRASTRUCTURE ART RELOCATION O SINNERSO bAND/OR MEYER BITES FOUND 10 FALL MTfN I FOOT OF A SURVEY MONUMENT LOCATION 5 AND/OR METER BORES FOUND 10 FALL MMN I FW+OF A SURVEY MONUMENT A. PLACE BACNROI ASSEMBLY AS CLOSE TO METER AS POSSIBLE.AORERE TO LOLL LOCATION ISMATIOI REQUIREMENTS =Y. SINGLEWATER SERVICE DATA14NNB pMMMarA 1.112'IS 2'METER CAIG'ARM TUC" N VALLEY eATYmAL NSTALLATON O[1 KAI TUALLTIN VALLEY INSTALLATIONWITH G-0OIRDI BICKFL PREVENTION 605 MMRm& MTH PLANTER STRIP 603 µROPY DEVICE 4 3 " a .5,i G.,GINfPR � 904S4PE 2 O GON0 `9 4 % ANON K 7-11' p 1 EXPIRES:6/30/2021 POD 7/2020 ONE1, SW GREENBURG ROAD IIM W tt RN SCAM AM WATERLINE IMPROVEMENTS "'°"T'� �L�" wallis TUALATIN VALLEY ADD*.TO. 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DEC9999 E23E_EME na—cuux I PROTECIED PIPELM 12 BLUf ON. 2. - - MP MUM 3 GALVANIC MOM 12 BLACK • 0 • a 8141110115 PIPELIFE 12 IMGE EMIR= 15C9292T TOPI-MASE 1123_13311.011 9 5 20811102M OLP= 12 ORANGE PROTECTED PIPELINE II BM FUNF OLIN-WNW WOES SWING RORER 44.11z,VIEFI 011 i' ? ? 6 UNIFROTECTED PIPORE 12 7 REFERENCE ELM owe 12 RED ALLOW RL1210111/OP CTROM 12 MONTICANG COUPON 12 MIMI PRICE WM • • • 8 NONGORWO COUPON 12 ORANGE 0 0 0 MOLD 22 9 UNPROTECTED MELIA 12 RED 3 PROTECTED FORGONE 12 BLUE CYANIC MODE 12 611.601 - STARTING POWDER(I1AGNESIUM 6-1,101 DICK '101 MAW b. 0 PCNIONINO COUPON 12 ORME CAM IN WEBER PPE 111E-112041 CONCRETE SLAB COMM MOM rer• •'DEMO AID WELD=TA-=RES.2 OF=MG GRADE 5-910.1 NICK EURNS ODOM DISC CONCRETE SLAB WRLDINGRAIT 99919211291 -E- M -e7 08 a RILTAt DISC (mic mom TO PK) - 1111 H I I --- WV MOE MAWR FIELDER ORO =IIIII IIII_- riocrts/srsr IRON/61222 PLASTIC UPSULE = == = = E- PPE OR FNMA MO OD WM MOWED RATRAL BLOCK M1111-11111 1111ffil== TEST STATION COPPER SLEDS=ER WRE WANE RIND CMISUTE TO REMOVE Tiafil kRUNTED 101611160 BLOCS TEST STATION DIGINIF-1119.2 USE CAST MN=AGES AR DUCTILE IRON AND TEN 0 MAT 2.23111E CONDUIT MO OETECTOR TAPE NOT SNOW c.sr PON WM at anya,USE STEEL°WOES OME NO SUE YAM PA CLAM-SEE IME 3 Lii 7 MAW MO GOECTOR TAPE FOR STEEL PPE OR MN= =PROTECTED NOT DOWN FOR OLDRITIF- MEM SEE NOTE 2 nrE SINKTURE CONNECT211 Ire%.0 6 s 11 STEP 1 ARE SN=6661.a CLEM.OA xi COPPER WPM(SEE IIIRE=GRAM MINE FOR DUNN - 5.4.11 BE A 116111/011 OF 6'Plig r. wIRE CONNECnoN,99, SW=INSULAR=FRON WM IMAM COPPER SEE m (.0 DMITARNC GMT .,-.= STEP 2 Ana:MARES 07sNOsi3O 1.11 WIE.2 SMALLER) MONTICRING 07129.5(TIP 2) REFFROCE ELECTRODE. 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DANDAMMENE P.. ~...., slarsr/ � 711 .. ..�i..YM suxoxxD Arrur nocxs .Y._.._. • ..1,.s..:..s..e y RANKINGS ra+DsswsTx 1,pp, r STOP MN{OEM LARD MOCHA .r_. D6`......�.... ®irEr WTO MIIL_.m1 M. nw... 5zoo r.ar-wv. ADD «s_... w a .. - m- .rwsruW. .. . -..0 uueu .✓r..nwm.w®. .( .dJy , MM.f - OMM D..w Yn OLA'JO.O.wmew AO EOM I SO3 a..n..®ra. s.. ru,..... ...r.. TMY..OP4.Fw.1.SYO...w.iw ME MO TMsso 4 3 asD 01GINEc- eP P 90?4PPE 2 O GON 10, ANEON 7 2k.ap EXPIRES:6/30/2021 ONE PRE SW GREENBURG ROAD mre. 7/2020 mom WATERLINE IMPROVEMENTS PROJECT NO. 681R ""�° °" wallis •�' TUALATIN VALLEY .aT..D. C12857 Dm. 'NVOI DAm VIA WATER DISTRICT mama JP DAM ,nD *engineering OD STANDARD DETAILS II 33aT 63 30 OF 9e my OSOIIV re DEM dOb e[tm JY u10 )/10 REVISIONS DAM 363 X3 D9 I I A I B I C I D I E I F I G I H 1 I I J I K I L I M I N 1 0 I P I KEY NOTES 9 MIRES O CONSTRUCT WATER BEIER WAN O SURFACEPG ODE 44 MI°N MIH DETECTABLE ENTER NETR BON AND LID \ — "\ 1 1 / / / I O CENSIMKR CROSS SLOPE PANSIICH PANEL __ II1\\UL//ILT �.r • I�! / O [8:0Dr CE STANDARD CVRB PER WWNNGTPI am(max.DETAIL E AIp E �� _ l:r/• 6'MIX PEA00CRAWL . '. / •t`f RI I'-O DRAM / l 1 O1 COx51NIN.9 CUR LID OMER PPR YSAINGTDN awn STANDARD/ — / L'ARL mTo. INSTAL.R POUND NNNUN NACNSUN MOP PROM MI 1 LNTANCE WATER NAN R / / I ©/ OS RECIIGIRI CI ASMKI PNf1Qlf.10"HIMphlf 1Y 01 CMF/CIFO PROM SERVICE MO i'lAS['STANCE pm MCREGIE BASE NA CONNECT PPK1Ml CPO. b id' NE CAD 7 CONNECT ‘Ik—.. ._. '' a " W m MIEN GRADE IV NUN RADIUS - / u• Ir NLEOWK£COPPER RANG CRP(SADDLE A NAPE SUE VANES 1 PIECE-NO f•R t-I 'p 1 `I i• a'JOINTS t'Ca LARGER AS • / _• ° 6 INDICATED MUTE'ON PLANS ':, •a. .1,,, / I./ .. I. WATER SERVICES TO BE INSTALLED BY CONTRACTOR •- / • z ROME MEMO WATER NERA UNLESS OTHE TINE DUMMIED N 1N FIELD BY ANON SEPT COORDINATE INSTALL No EN4NEER C AND INSPECTOR 10 BUSINESS DAYS N ADVANCE OF OPINE OVER. // } MIEREICR PD55HLE SERVICE ONE SHALL IX OS 1END PPENOICVLPR ERN T WAT E ERIA N 10 T2 METER STOP UNLESS OTHERWISE / / \ 5.1' Q 0 SWORN S. ALL NEW SERVICE LINES SHALL BE I'UNLESS OIHEWMy NOTED 00 ME PLANS. SERVICE LINES SHALL BE C[N0NMFi WIN NO / \ WRAPS.RINKS OMER OTHER UNSA00FACRNY RORKRAPSHIP AS DETERMINED NV TYRO STAFF. / / i 5 S PARTS A/.•l0RrrlL IRWRNI I-IN'�P I / ,o- WDIo._As,N,a:m. o-.�-�FNI.PT 1.It ITn x-.sal v.STIFLED• _ — MNAN M Ywpm _ - :a .cmx.o-v¢xY N / xa o-.i.ws =_ N.o-o-M.11N INwIo N., r Bap mama�s nrN-o-MRNB Jr Dam / 4x cop gum I rts N.N.NR1_Nadorms RPM um � w Lo",N.N1N-IPRN1 = 'A '� ® CURB RAMPI DETAIL comm. mean 11,540.114.Of1R MOO COW x_I400.01.R �om cow Lwow cow crop or mow cow<PLAN a roar, m5 ms L' TED wIi " 1,,,ORD Im INN CO. VI.0 wi-41-"`RP 3 6. COPPER APE 10 BE ALWICAN OR CANADIAN MADE TOPE S 1 (IN OPPRESS SAI NUT EUNTOPL S.NME T 6 YE OE ENE STRAIGHT.CNAN5ER Mp CLEANSE PRIOR TO INSERIINC INTO ME CITING.TIGHTEN C D P — PE 10- CONTACT M M RAPINE E NA SNOILCER OP THE VCR OR NTRNC. E B. SERVICE SADDLE TO BE INSTALLED NO LESS M INO AN R6 E5 FRCP APE M GGG��(J(J(J MINT. NGIN`k, 5. ALL ME1CR BCYES LOCATED M 0RNEWAIS AND SIDEWALKS SHALL NAPE TRAFFIC RATED COARS lO ALL LI:YPRESSCN FITTINGS,APPLES,BUSING$,AND OUTER APR ION1 NTENANCES NOT 5 SHALL BE CONSIDERED INCIDENTAL TO 9041,413E 2 T¢SERVICE INSTKUTON. 0 GOAL sa 0WATER METER SERVICE CONNECTION +' 4/?ON 4,11 7-1.1- 1 EXPIRES:6/30/2021 ONE WON SW GREENBURG ROAD OOE 51/20E0 N °"Z° ""` Wallis KIP TUALATIN VALLEY WATERLINE IMPROVEMENTS PROJECT Hp E6199 mom AH/DAY PAIR S/M r AOKT x6 C16667 ammo AH �Pm E, *engineering WATER DISTRICT DNy`I,_ sr No. 3E 013£DESCRIPTIONDESCRIPTIONREV DESCRIPTION PO PATE OMB APPR PAP1/OR - - -- H¢ REVISIONS -r1R10WN. PAIL - DNO NO. D 10 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 PW11H1 GAMUT OUTSIDE POSITION WNW,ONs1E SEE NOTE 1 OF 0 NJIE U I0IL 10 E2 PATH. Of MIMIC WHEEL PAT. SEE SUBJECT 10 W.A HI NGTON SMELT 10 IMV MKIb1 MM� SA1 11 PFOF ID- W.APPROVAL CO.APAVM. 9 -NNk— nSICWIG(IYP) \ 10' SEE NDIE 1 xW -Y PMB Mlo...Ay.SEE map P i vM on SEE Mort 5 .-- 4,, SWOT PRIOR OI TI TO SOOG HMA 1M TMA SEE I TRWCTING M) `\ P MOO WEE NODE 3 — NM I II— ( NEW NW METRIC HIM ' `MUM BASE POCKPAWNORPBVOI!P 1RFIKS ZONE B5 _ ,, 8 Q U TRENCH BMICELL . �r DamwO east POCK I. 0WT POW IM6Uf5 SW HVL HM16160.. SEEE NOTE }4 -"?.'.. 2. 'CAM RCN WICLU[6 SW 1MUS1 STREET.SW CORAL STREET.NO SW MOON STREET. J 7 3. PERFORM A T-COT WUOR 10 PERWROTT PM4p1 RESTORATION.M EM 601N Sell 9E IY.Off WY BE TORE SPEW SWOONING WS OCCURRED COCQTWIE MIDI DIE EANHRR NA0 NMI DE 1519LT INSPECTOR KM PAOR TO RETT IG UMT1S OF FRML 0W50d1 R60RA1A4 A ASWA11 1MCKIE%SHALL B 10'OR MATCH DESIRE,MICIEYIR 6 GREATER.HIM CC K PG Gti2z LETS 1. WASHINGTON COMITY ROA'INCLUDES SN GEFNRIRG ROAD — ECR NW SILL BE wan+O.IS TO 035E FOR 11011-21RFACE LETS ONO BETAIDI 0.15'10 0.25E FOR 2. PERFORM A I-CUT PRIOR TO RP NWID PBOIENI RESILYMMY.T-CAR DOLL NOT AE RACED III TIE MWM. SURFACE LPIS.ECU LET OWL H OW/CRD TO A BRIT M OF 92i Of NE WNW IMPETICN DENSITY PATH MILE PARALLEL TO TOE MRCIO.O TRAVEL AIIUM 1107H SHALL BE It.MOT MAY B MORE MERE PER N9110 T A3 1ESMIG IMITIOS.THE TEMPERATURE M TE MA OWL H BETWEEN 230 T TO 350 T SIWGNLIG 11.5 OCCURRED OR AS MEOWED TO SECT WI O M REEL PAW.NOOWIE NUM TIE WINO COPADIRI.ALL.EMS 51W1 M TART,SEALED NO SWLFU. MOW Aw nM WE 0611141 DEFECTOR Weal TO RTTn1i LIPS OF AM1L PWALDO RESTORATION. 5. TMMO WARM S4/11 BE3/A'-0'CRUSTED RCM CINWLM SCORE COPACIEO TO 95%WC RMT( 3. ASPHALT LT WALL O CL)['PG M-u TWA FOR DO BE BETWEEN 0115'TO 0.35 FOR PER AASOO 1 99 N 011 IPI01 TESMI:W Irt30.REFER 10 DCIPoLT STANDARD CAUL 10 KR'MNM1 ZONE n6-SIREN£LIFTS MU MWEEN 0.15E TO 0u'FOR STREAM LETS.EMIl LET DWI M=POM 0 To A [ETYM. MNWM Of 9LS O DIE WORM MOIETCAL DOWN PER MSHTO T me 1ESTM.IRMA&M 0. ipLOWHG Pf@WIpI TRENCHfmMRMI,PERFORM 2'MIND MU HAY TO TM UNITS SKIN ON TM TAMED, OF TM 1M 9WL BE BETTED 250 T TO 350'E WRC COPMAR.ALL CMOS WALL IC PLANS.NO AS REQUIRED BY MR)£O MM015 SUSS BY DWI AND WE CRY OF TIG9D TAMED,SOLED N9 YIBEO. 7. PAY ROW SWL M l'MURMUR FOR IEWCMN A91WT RCSIONIW NW 5'MAXIM FOR MaWAG1 1. TRENCH RAMBLE OWL BE3/C-0'CRUSHED RCC<QNINM MCNRL COPKRD 10 95S WV wan TIERING PER ALSIIO L 9i WNW RESTORATION.NOTE TINT PIOMYML NV WY BE ALLOWED IF AMMO BY WC DISTRICT INSPECTOR R COMPACTION TESTING REFER 1D LRTMT STANDARDDESTANDARDH 10 FOR MUCH ZONEpE PA. O TRENCH RESTORATION FOR HMA IN ODOT AND TIGARD ROW 5. PAY wdN 2w1 M 3.TINNIER FOR T3PLRRY ASPHALT msTWA111N AND D 5'WORM FOR MRMNENT 5 ASRYLT RSOMTICR.NOW TMT AMOK NM LW NI WANED E M 5' BY THE OSIAICI INSPECTOR. MS — 0 TRENCH RESTORATION FOR HMA IN WASHINGTON COUNTY ROW Mrs I. If TOPSOIL IN(RAW OR W04MED AREAS. RESTORE W15LPN010 WIC/MOW `\\\ 3 TRENCH zOE REPOT `E:BTRA SOL MI MATE I 1s18 T ��N INt — I. DEEA BACMn1 SMALL M 3/4'-0-CM11m ROCK ORHRAR I 9U454PE 2 MCKOLL CC PACIW 10 9R NM WBIY POI AMMO T H COFACTOR C/ 1E51MG M l fl,Rod TO DISTRICT STNBWN DEUAL 10 RUE TRENCH ZONE IElM1c O' CON% _ 3)TRENCH RESTORATION FOR UNPAVED AREA L$, .p > i — Pas gNrON 7_11-7 EXPIRES:6/30/2021 ) r' SW GREENBURG ROAD DATE 7/2020' FM"H --- Wallis TUALATIN VALLEY WATERLINE IMPROVEMENTS PRDEGR M sales oRnWe ,N� d� ; *engineering 0*• W. CL536B] _ 9 ry r WATER DISTRICT pOJ[�TOETA l511 N`J DNEET W. 32 Off se NM E DEMNPRE BY WIC OKO ARR Od}O 7/20 REVISIONS nAAnm PAM INC ROE D 11