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PFI2021-00395
CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT 111 se DEVELOPMENT Permit#: PF12021-00395 T(G AR D 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 11/18/2021 Parcel: SEG444 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: Tualatin Valley Water District-SW 89th Ave and SW Spruce Street Main Project Description: SEG 444/3694/474 -This project will replace and upsize the existing water mains to meet fireflow requirements along SW Spruce Street and SW 69th Avenue.Consists of approximately 400-feet of 8-inch piping,200 feet of 10-inch piping, 12-inch piping Class of Work: FEES Type 1 -Utilities(gas,electric,data) Description Date Amount PFI Permit Fee 11/18/2021 $4,069.87 Owner: Total $4,069.87 REQUIRED INSPECTIONS Call 503-639-4175 for the IVR inspection request line or visit the City of PHONE: Tigard website at www.tigard-or_gov to schedule inspections online. Contractor: PHONE: Applicant: MOHAMMAD AHMAD 1850 SW 170TH AVENUE 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. PermitteelApplicant See application Signature: ikev Issued By: Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PFI20 21-0 03 9 5 Tyoe: 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 DEO 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 MATERIAUCONSTRUCTION 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 engineers certification of installation compliance(Certificate of Compliance). PFI_Utilities 31 -OTHER Applied Notice Other • City of Tigard e pFI#: PFI2021-00395 ENGINEERING DEPARTMENT TIGARD, Public Facilities Improvement (PFI) Permit PROJECT INFORMATION TYPE OF WORK Project name:SW 89th Avenue and SW Spruce Street Main Replacement $ TYPE 1—Franchise Utility Work Brief description of project: This project will replace and upsize the existing water performed by NWN,PGE, or utility agency mains to meet fireflow requirements along SW Spruce Street and SW 89th Avenue. ❑ TYPE 2—ROW Sidewalk/Driveway/Sewn Consists of approximately 400-feet of 8-inch piping,200-feet of 10-inch piping, 12-inch Work performed for the purpose of: piping. SEG 444 / 3694 /474 • Sidewalk installation or repair • Driveway approach installation and repair SITE INFORMATION • Sanitary sewer lateral installation and main line tap Location (address if available):SW 89th Avenue&SW Spruce Street and 11155 ❑ TYPE 3-Full Scale Development Work SW Hall Blvd,Tigard,Oregon 97223. 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 Avenue water service area ❑ TYPE 4-Small Cell Technology City/State: Beaverton/Oregon Zip: 97003 Phone: 503-848-3000 ❑ TYPE 5—Tigard Triangle Email: Mohammad.Ahmad@tvwd.org Phone: 503-848-3330 NOTE: Type 1 and 2 applications may be Contact name: Mohammad Ahmad emailed to rowpermits@tigard-or.gov. Phone: Same as above Email: Same as above CONTRACTOR INFORMATION 0 Same as applicant Name: CCB Number: Mailing address: City/State: Zip: Phone: Email: ENGINEER INFORMATION Name: Mohammad Ahmad Mailing address: 1850 SW 170th Avenue City/State: Beaverton/Oregon Zip: 97003 Phone: 503-848-3000 Email: mohammad.ahmad@tvwd.org ADDITIONAL INFORMATION Estimated value of work is required(if over$5,000):$ $4069.87 (within the public right-of-way) Is work related to a LAND USE DECISION? 0 Yes $No Case number: City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-orgov • 503-718-2421 • Page 1 of 4 APPLICANTS NOTE: Person specified as"Applicant"shall be designated"Permittee" and shall provide financial assurance for work,if required by the city pursuant to TMC 15.04.140. * With the exception of a utility operating pursuant to a valid franchise or license with the City of Tigard,when the owner and the applicant are different people,the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner. The owner must sign this application in the space provided or submit a written authorization with this application. Franchised or licensed Utilities are not required to obtain the 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. Mohammad Ahmad 9/23/2021 Applicant's or authorized agent's signature Print name Date Property owner's signature (if required) Print name Date STAFF USE ONLY Case No: PFI2021-00395 Permit fee: /` O6% S 7 Received by: NT Date: 10/27/21 Approved by: /Pe /,'- Date: i///b/. D21 Notified by: Pv- Date: Il Ili 2D2j City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 2 of 4 A 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 PH 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): ❑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 0 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.) O Engineer's Construction Estimate Additional Submittals (per land use conditions,if applicable) O Traffic Report ❑ Storm water Drainage Calculations ❑ Geotechnical Report O 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 4 sIv .. _ ,• cI Edge of Pavement Streetlight - •Ditch •—•—•.....-r—•— IL .1•1CI I I r--Prraparrds €rnn1sr--I I It.. I ri • • n� Existing House I rr I Existing l'r • Driveway IJ ul I I `l t at ,:r! I I rl I it i I 1 0 1 Existing Shop I I EN Powerpole I o i e I 1. lc" 95• O_ _ 1 • �iopeZWf C e— �R fw�1 • ` • Fire Hydrant(FH) I I Scale: 1"=30' I I I I 1 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 • wwnw:tigard-or.gov • 503-718-242] • Page 4 of 4 1 A d 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 TUALATIN VALLEY WATER DISTRICT SW 89TH AVENUE & SW SPRUCE STREET WATERLINE IMPROVEMENTS VOLUME II OF II OCTOBER 2021 7 INDEX TO SHEETS ,rt� wallis Cl COVER r `=� TUALATIN VALLEY *engineering C2 GENERAL NOTES 6 arm C3 LEGEND&ABBREVATIONS fwwv MAID VALET WEER 0111107 SAWS 001110111111 ORB 57 1701N AVE. EIS•WI L..SMR BW C4 EROSION&SEDIMENT CONTROL DETAILS I BFAS0001.CROW BMW WCW*R.WASRMGIPI SWAM — °MICTYONSO B ODSLIC' ACM MASTESS C5 EROSION&SEDIMENT CONTROL DETAILS IL (Br,)327-OIL (.290)E95-10.1 PROJECT smite C7 EROSION& CONTROL DETAILS NI \\al C7 EROSION CONTROLNTROL PLAN 5 POTENTO0E UNOERGROIIIL U FAUST OWNERS CB PLAN&PROFILE BEGIN TO STA 4+00 Dig g Safely. Ds PAN&PROFILE STA 4+00 70 STA 8+00 EAS Do Wern Ow All Cent — DIAL All or 1-A00-332-234q C10 PLAN&PROFILE STA B+OO TO STA 12+00 C11 PLAN&PROFILE STA 12+00 TO END NOTICE TO EXCAVATORS EMERGENCY TELEPHONE NUMBERS C12 WATER CONNECTION DETAILS I 4 g ATTEMAL.OREGEW SAW REWIRES YOU TO MVNAnRALGAS C13 WATER CONNECTION DETAILS II FOLLOW RUES ADOPTED BY DIE OREGON MF remPPn 5033R+211 fi1A]13 J MITTHOTFDATICNMEIC1R.TNDSE AFTER MOMS 2,z,i CI4 ADD PLAN AND PROFLE A gCES IWE SET FORTH PI OW W2.EolM,0 — INRCOGROAAL2L0,dA94.YOlEAT 1>?IfURY 12W61},3,T aerAKcoPRa aF THE RUES BYcuuNc A6T L-ON-TWO O7 HDD DETAILS (If NOTE. IET TWA WATER EWME3000 vERIEUI ,AOJ+BL,aW 02 STANDARD DETAILS MOiE'SHE TELEPHONE SAWS FOR DIE \\\, OREGON UTERI NOTIFICATION DANIFR IS 03 STANDARD DETAILS IISOSTOWTO 3 w„Q,,,vm.D 04 STANDARD DETAILS III P ROSURVEY TICKET NI 21137441&21137452 05 STANDARD DETAILS N (c1.1.1) PRQE2•� I CONST.TICKET#: D6 STANDARD DETAILS VD7 PROJECT DEENLSIt94 PE•PROJECT SITE MAP ROE TO SCAM ONq %gMON 0.1E-21 1 EXPIRES:6/30/2023 ° T SW 89TH AVENUE&SW SPRUCE STREET °" I°/Y°0E r on°`um Wallis ��� TUALATIN VALLEY WATERLINE IMPROVEMENTS 12211 "°" " EB�PB 211201112 MOM X a� /21 *engineering V WATER DISTRICT COVER Wr'k.E COFT21 E OF zE REV pEOANREI BY DATE DOOM AKR aTwo S/ wre 10R1 REVISIONS IAFIsm wx B'M MD CL A I B I C I D I E I F I G I H I I 1 J I 11 I L I M I N I 0 I P GENERAL NOTES IS. LPN CHARLTON DE INS°uAnDN Dv THE WATER 9,11.E ALL LINES 9W1 LIE FLUSHED AND OISMEEam M EXISTING UTILITY CROSSINGS CONFORMANCE MIA OREGON REAM D090H DARNS NA THE REWEHLIIS OF THE OREGON OEPI RMENT 9 1. TM LOCATOR,DEPR1.AND DESCRIPTIONS Of MEW UIMI6 WERE CDWIE FROM M MNF RECORDS IF EMRJIMENIY HMS.INTERLINES S PE 6E PRESSURE TESTED ELL000C CdMPJN,TIE MMM,M VMS TIE PROFILE ON THE RAN MO PROFILE SHEETS ARE 100 WRNS SHOWN AMINE TIE CREW QQAA AMU/OR HELD SUMPS AND ARE NO PubJIIEro TO BE ACCURATE OR COMFIER.ADODDWL Ur511RS WY TEST PRESSURE SILL BE 150 PSI,FOR LINES WDRNMC MN OMEN PRESSURE GREATER lllµ 1110 PSI, LEVEL THEY R°CA1E THE SEEM O MI MUM UUCP.SEE M Irmo BELOW FOR TIPS O UIRIIUS.F BE PRESENT IN THE NORM AREA TAT ME NOT SHOWN ON M PUS.THE CONTRACTOR SHALL BE M MINMM TESL PRESSURE SHALL BE HE ARO OE-HALF IMES M DESIGN OPERATOR PRESSURE_ THE SIZE OF THE LTNTY 6 NXC1M MI LARGER TAN 4-RCN M DIAMETER.THE SIZE WILL BE NOTED.IF IN MSPONSME TO VERIFY MEW MLIIY LOCATIONS MO COMMIS POOR TO MOE AND RE0L61 ADDITION TO THE SIZE THE DEPTH Of NI E1SSUC MIN 6 gMON61.THE UTILITY WLL BE DISPLAYED M ME CURWHGMNS FOR WY DISCREPANCIES. 13. NE CONTRACTOR SHALL DEPOSE OF THE SUPER MERIN RD WATER PI APPROVED WARNER.DO NOT MEW PROBE.G6111G MIRY ELEVATIONS AM APFROTMTE AND DO NOT RELIEVE THE SHIRCIOR OF PE FORIW0 - 09*101 N WATER TO HON MO WATERWAY SWOT ADEQUATE CALM AT OR OTHER S4MFIL10RY WHOM POMOUIO 2, THE CONTRACTOR S1W.1 ESTARLEH NJ_PRIMPS HIE ND CPAES.PESCE CONSTRUCTOR SURVEY TO OF 00000M6 CHLORINE RESIDUALS 10 A SAFE LEVEL AS WOOED R!DEG. ESTABLISH NO SEE ME PRWOSED WATER MN AU:NIEN1 EVERY 50 BEET.AT EVER!BEND.AT WNW (001041 mar CROSSING MODS LOCATES.AND LOCATIONS METE CHISEL1011 TALL A MADE TO ME EF61Mr W1FR MN.PM41 THE II. THERE WY BE 9MR SECTORS OF THE PEE UM 11AT CEMECT 1°TM EIIB'RO MTEY THAT ME DIESEL FO IHR CPOC PROPOSED AUGMENT AND COORDINATE A CORK-THROUGH Wm RE LRARtx TO WARE ARP REASONS TO lit TO CHLORINE.THE RAPERS REPRESENTATIVE AN°THE CONTRACTOR SHALL COMFY THESE SHORT YOURS G 8 GM ALIGNMENT ALTER DE LOCATES APE HMSO BUT BEFORE WV/CURING THE PAVEMENT.CONFIRM LOCATIONS O O PIPEIME A14D AN 4TO64ATAE METED OF 0SMFECTER MIPLOYEO.APPLICATOR OF 30DIMA 01100E SD SEMI DRAM SEER HARAN1S,AND TRACER IRE TEST S1A1O6 WITH DISTOCT PRIOR TO CU151RUCIId1. SO11113N SHALL BE APPLIED BY SOARING M COMMNER APPROVED BY OWNERS REPRESENTATIVE.THE CHLORINE 55 BURINS SLIER SOLUTION SHALL WSW FOR T HMSO HOURS BEFORE R SO 3. POTHOLE ALL ET16RM UIMY C3041W5 MID WATER MN CONNECTION LOCATORS A MINIMUM Cr 4C0 MET M TRAFFIC SCONE NOD O WA1L1 MW COHSIMICILR.REPORT MA CONFLICTS 10 ME DONEE IIIMEIX11ElY ND ALLOW HMO IS I11E Cg1W00O1 SHALL PROTECT WATER RE ENDS FROM COIRMWAR0 WATER MO DER6 AT ML TMES. UGP UNDERGROUND PJIET - (I)WMXNL PAYS 10 RESOLVE CONFLICTS. CONTRACTOR WALL CAP MO/OR COVER PIPE EMS AT TIE ENO OF EACH COME LAY. NAG IIIIORMOIIID IEIECOLILIIRNAl101b W WATER 4. 11E CONTRACTOR 9WL SUBMIT A CONSTRUCTOR PHASING PAN AM SCHEDULE FOR APPROVAL B!TIE 16. PIPE SPILL BE CAPPED AND COVERED PRIOR M TRANSPORT FEN lit IU SUPPLER AND 5 ¢D MN CAPS IN DISTRICT PRIM 10 BEGINNING MN CONSTRUCTION SIMMS THE PLAN AND SCHEDULE SHALL MIME WE PROPOSED S 40N FOR R CWTRU:TON,RUSHING.019NRM 10*,C° .R ,W°COFECIO 11 4 l0 LmM. RA(" E 7 WINS MO MINCES AND 9WL INCOMgWTE RE MMMM CENETW REHMEYEMS LISTED M ME CONTRACT 1). SET%E MIEMRPIOHS ASSOCIATED Ifni WATER MN CONFETR6 SHALL NW RC®4 HOURS MD SHALL DOIIEMS. OILY CCOR ON N®AY-TINRMY.Art morocco SHAH PRATE AN*PROMO TEMPORARY WEER 5. MI WORN rim CCMI.Y WITH lit COMMONS OF TIE RFMT-C-COT KESS SEED FOR THIS FROJECT AND SYSIEL IF SERVICE INTERRUPTIONS ARE MTGPAIm TO IXCEm 4 HOURS. EACH AWEOCTOMS PEIXR3MEM5. II. MRMM4 A MMMN OF 36 PIES CF DARER WEE RATER WM FROM 1MBICO COME UNLESS OTHEIRSF - B. PRMOE rEMNRAA'Y A�F1WLi 9RFMM'AT DE ENO a EACH11CIN(MG M FOR ALL MLNFlLLEO TRENCHES9RLMN.VALVE OPERATOR ISITENSOS ME Rf0MTEO°N ALL VALVES DEEPER TARN 60 CREMES PER DISTRICT AND OMER OPEN TRENC H5 MIN H-20 RAM,STEEL PLATES.STEEL PLATES SHALL BE PINNED AND ASPHALT YIMOND DETAILS 402 MO 403. A MINIMS PPE POPE OF 0.5M BETWEEN NM MO LOBE PONS REALM BE NVTNNEO UNLESS OTHERWISE$ROWAN. RIDGES SHALL BE PLAID ATOUM/If PORYRER RESTORE Sums.COBS.SOENNN.AND DRPVEWYS IN ACCORDANCE WTI ME CONTRACT DOCSR0T5.CONTRACTOR REWOLWLC FOR OBTAMNO ANY FRAMs Ti. M CORROL ALT SNARL WOW MINIMS VERTICAL SEPARATION OFMO 1IF FROM SAA!SEWERS N 6 REWIED FOR THE USE O STEEL PLATES R lit AYDWAY ACORME WITH OM 313-061.IF RFS SEPARATOR GW101 OE MNNIMED,THE EA51M.SANTMY SEWER 7. THE CONTRACTOR SPILL LOGS AND PROTECT MI SURVEY 1gNUMLMS REM-OF-WAY AND PROPERTY LM5 SHALL R EIOOSO MO INSPECTED RTEOI THE AONCENF.ONUS OI EACH SIX OF TF WEER MN MEN SHOAL APE APPROXIMATE.A COP!OFTHEBASE DRANK PALL M WOE NAMABLE To THE CQAIRACER M REPLACED F LEAKS ARE RR9llf THE O IITI$TOR SPIEL 450 WOfAM A MMYW OF If OF VERTICAL AUTOCAD 2010 FCRINT. SEPARATION FROM STOW/SEMIS Alt 6'MINIMUM VERTICAL SMARMS FROM ALL REWMNG EYING - 011111RS ALES VI1WNW5E SPECIFIED.NOIHFY HOMER IMMEDIATELY F MNMJM SEPARATOR CAMOT BE 0. THE CONTRACTOR SIYLL COODWR WM TIE LOCAL FARE OPARM011 BEFORE DISRUPTING£41511O FIRE MM4TMIED. TERMS OR MOOD FIRE SUPPLY DIES, 20. MANOR(4011IG WATER SYSTEM APIM M NEW NAIL 6 M SERVICE.COSTING WATER WR TNT HAS BE04 9. MEN CONSTRUCTION ROW MATS ACCESS TO APATIENI FACILITIES SUCH AS M TOMS COURTS OR CUT SMALL BE DOOM RUGGED AMISS A MECHANICAL CM OR PLUG ARE 9H1C M THE RAIL'S.1°ARv0014 5 PLAYGROUND,CONTRACTOR OKI INSTILL TEMPORARY MOW AND ROM TO PREVENT USE OF TM FM]IRES L1TMD MOVES.CLOSE YAVLS,ROAN£VALVE BOX,OS NO WITH MA GRAM,PAD Hymn SURFACING TO DURING CONSTRUCTION. MARS EAMMIG FM MEANT A°VNONEM SSW SCONE BARREL MO SHOE R01OWL.GROUT PLUGGING THE WORM LEAD,MUD VALVE A&WCOMENT,SALVAGE MSPM415 TO DSTROM WATER CONSTRUCTION NOTES 21. WOOING PRESSURE OF MIS WATER WIN 6 AP RD.wraY 11O PY.1ES110 PR6ALME 10 BE 1.5 TALES ME • - WORONC PRESSURE. I. DOMRAIOR 95/41 MEMM CANER MO OWNER'S REPRESENTATIVE 2 11506 IN AwMOE OF 016RUG0DN BASIS OF BEARING MD/OR PAINED CISRUP1F_MI OF WATER 9010.E CONTRACTOR MEL NCR IMMO 9WPCOIM M6,BUT RI RATTER SCHEDULE NO COCIONAE 9MIICOMS PITH AFFECTED MUTES. •TIE XOROINIA GTOA 5 WD B)2011.OREGON STATE ROE NORM COORDINATE d 5601. x. 0R1)1ER W.L PROVIDE NOTIFICATION ro NODd ED WATER USERS FOR R/MED SEANCE DISRUPTIONS. 3. •OPERATIONOFEXISTING VALVES SPIEL ONLY TE MEMO)BY TEND SINS. THENTROJM6 54001*ON ORS MO H]N 20 R OR 19 NUMBER PI/Y M9 CONTROL POT i1,A PN HAIL SET OF AT FAST END C M HARP CUL-DE-SAC OF I. EX61116 WATER WINS AND 0RACFS WALL BE KEPI IN OPERATOR 1101E NEW 1696 AM CONNECTED MO 01 SW TORS SIC..r. NINo A GTM ELEVATION-171.10'. SERVICE. 5. CONTACTOR SPAS MAIM TEMPORARY MET BLOOMS,PER snot-wood 0R TO 1M SATISFACTION OF ME OILER/ENOIMER,WERE REWIRED°I4THOSE FORM,1111CI HALL YE SERVICE PRESSURE BEFORE 3 CONCRETE IHPSI BLOCH DEMLOFS RILL SRa1IM_ 6. CONTRACTOR SHALL PLACE THE AVERS O 6-M6 PO.YCM10IE SIIEERO SEGUED MM POLYETHYLENE TAPE error THRUST R¢%WO PPE FITTINGS. D V� -7. All VALVES SMALL DE VALVE BOXES AND LIDS AS DIMMED M TTHETEOM'AL SPECF0ATOIS AND V V� DIAMINGs. E aO1N4. 6. ALL INTERNE KKD WOMMMN05 W COM PLY WW ISM NW WA9RIGICR CON cryY, Y OF TKJAR. t�" 904 PIP M UHFOXIT PLUMBING LODE AS APPLICABLE ALL ILAIENIS SHALL BE OF NEW WNUFAUR TL AND MUST BE BE 2 WMFSIIG. 9. ALL MOM RR5 SNAIL BE R91-04 MOOT-LINED DUCTILE IRON,CLASS 52 NUM 1631161 6 JOTS.ALL ON co MECILWICO JEWS 5H*LL COMORO 10 MI51 A-21.I1. - 10. Al SCULL IN M MOT OF WAY OR ORM TROPIC ARIAS SHALL BE 3/4'-D'COMPACTED CRUSHED RSA, O COMPACTED TO IS PERCENT O WJRMNI CO°IT'AS DBIMIEO BY PASHTO T-99 COMPACTOR TEST. 4MON OD 11. MO L TE-N.M CONTRACTOR MARI MST L TEMPORARY PRESSURETESTED O MINFE FOR PRESSURE TERM •Y�_'Ep-21 1 10 OFORNN10 S ALL NEW WARP EMMS S SERVE BE141*C11 21 ANC 0ROMM 11'E601UE CONNECTION l M ORINAT STSEC ON BEFORE AM PEM T TEMPORARY P ARE CODE.PIFA'Of 1'1MroEMY TAPS FOR EXPIRES:6/30/2023 M CHLORINATOR SECTION AS MOWRFD.RUG iE61PORAAY UPS MM BRASS PLUG UPON ACCEPTANCE OP NEW WATERLINE. PW��. SW 89TH AVENUE&SW SPRUCE STREET ° B°�' Cl S. 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I , 1 RR a MOON NM PEA RAVEL COR CM. : .III ' I. 11 PM NTIDINCE 6 DE NEW WATER SY51DM, ROME E%6110 MLOND N0 MALE TO MD __-- --- ---- -- PLAN - r- VALVE & FITTING SCHEDULE R1R n KW 5 • 180 I 180 QnEw m`e%Iw RE ew O[[1srAL1: 1 _ I_TRACER W�IgYJE 5TA1M aR INp SEE WETS Ca•M FOR 160.__� SN CFI.]M - _ • ._ I 1 CRMING RL61 AND NORMS _. hw /� PNJRD 01I 12A1 69 W R R MWX DBE • 1 4 OrPO4 1..6•AL It W PATE MLW 4 • 170 -- • , 170 O / 1•. MDRVR ASSEMBLY PER 1VRD 51D • o In.6oz 6 5L� r -tt_�_ M1S IM` _t _ }. J OPIE•B1]W 15'BEND Ir { / �+ 16 YI I Ifi'W ; O RIP I1 ./ i RF R5 w J '0 CA9V NR TM0 STD.Mt IW 1 JIB ©I.tp7ePR N W BLYM 3 160 k c T ! Teo • —_ b I I WATER SERVICE SCHEDULE ,f2'�E,,9tp INf 0p • IL nuaE s¢ 1tRom s 904�•PE p LI/ r 1 W - j -- - - 150 1.15 RNR IV 0/4• . I__—- 5.31 PONT TIE S/4• /' ••• ON 0 • slnv nC,r a• 3/4' p'� 145 i._ • 145 M m • 3/4'B .. AMON K ' 4+00 5+00 ROFILEg+00 ;+00 8+00 , RODz, R6 1S 5/4• 10- ' I svLP 1. IL I mRua TO MINE/DEER INNEXPIRES:6/30/2023 CONTRACTORR•.IICECONTRACTOR10 MOP(BERME SOS N FELD 'I-= �. SW 89TH AVENUE&SW SPRUCE STREET R E L0/2021 " � WATERLINE IMPROVEMENTS PRI=IR '�°""•"` wallis •�� TUALATIN VALLEY BUSS arm ••/R um 10/E1 * � WATER DISTRICT Mn.MI C12728 INOY N. uT 10 1 Kr Lf5Gp1gN ,Br RR DIES M9>m@ ,/I me 1/�E engineering �/ PLAN 8 PROFILE STA 449 TO STA8N00 S16T MO. 9 Or al REVISIONS .nee 5Tc DWG NO. C9 A 1 B I C I D l E I E I G I H I I I J I K I L I IA I N I 0 I P irI I I !!Is1 I I "2 1 . --;f� �`,�,� - ` _ ' . �_ �J 5 CONSTRUCTION KEY NOTES D' —- n- T 1-.- 1 ID _- I]j MST]LL IFP COOPER SFIINa W corm IFIEx PER f � / `� '� 'e I SW WWI MEET i ' I IL riWL SPIKE w.iwSEE SCHEDULE BELOW rw ,s. a i0; 01� --r—p1I - `r ' x B ] 'S;'< - r — ,-�Dm r , O 9 11` ❑suxc NM E WW1 FULLY RESTANNED 1: a St w Wm 11 v - r v JP rumlmrc PREP Pro mrax PPE sumKc 111 A j'L /d ® ` W RES DRMIOR PER WAILS OBE SIM Dl sb_ aiv wr n. _ �:� { - N oil I IFI 1ORm s Sh i t TO am IT EMPKI / ] - Jl .`❑ f _ 2 W a WCOPNONTTO OBE SHIM INGNPRcr TO EISL MR'It arm - i W CI0N W BE EMEND-.. i% . / / MOW MlM 6 Z f0 WW1 MW CORP STOP PER DUAL J.SWEET D] r r �] 9EM I = NM CONFECT EOSINS vmax W NEVI CORP STOP. .",l 1/]]] 1 SF[SCHEDULE 91Q FCC SfAY£RiDIOY.IPE J II ream RlA RFRN'E IPIw[Name/EEPO ARI I 1 1 1 1 ® I I ® I I WI I I MI6 J I m1O I I am ISUPPOR7 ID MWIMI TESL YMK[WRNS - O pmt W M0 RES.RRi0.EGO PROPOSED WATER INN PLO 8 I IO OTORV IMNE TO LRnlm,VR'R.SOON.. I S 1 II I I RES-Wm PLPI TO OSTIX.'I ECP APPROVAL PRIOR A II 1 1I11 1 I EXUVRIICII. 6 MATCHLINE - SEE SHEET C9 BM VALVE & FITTING SCHEDULE 01_I] W 4' R:!%5DP LI MJID - 077.413571.,;lawny WOE MR T10 1 OM el 180 ! s 180 WATER SERVICE SCHEDULE 5 L P I I Santo. ME 1.04111 ME 1 __ M61 IEiI act �� a u _"_ ._ NM RIX/ 6' VC LER[t�OF 1 • 4 ,_--___ - 170 + IOW Man C S/L• uwo NM r NI• 1 ;' n.a Man Y M• ,,II 160 ]J� —+ 160 m11r MR M CRT SACS NM a 1aa REO 90 4 -P E 2 so � 150 • o 1 I V — — ! I - 145 'i � 8+00 9+00 10+00 11+00 12+00 M ON 21 1 PROFIIF 'EXPIRES:6/30 2023 4NG I'.-IOR r_IV WR1 R�ate, SW 89TH AVENUE&SW SPRUCE STREET w" Ln/'n'L .we�.lnusWATERLINE IMPROVEMENTS """ "� `°g°' RIw....Poos wallis TUALATIN VALLEY Clams .11(.01 NM WV *engineering WATER DISTRICT PLAN STA B+KO TO STA 12.00 10 or a, Meatk 11 11.41CNIB WV }QI IRO. WV 0E5Ok 1OR OP DATE a«v a®. .v NIB 1D/xt uO lea. CIO nav®fors I A I B I C I 0 I E I F I C I Ft I I I J J K I L I M I N I 0 I P I Boo'/ I I Rmr I wa ,1/ 9 O A U ` , Y1 — Z CONSTRUCTION KEY NOTES I1 I SOME H iFEi -- III '1 / m.M.. - L ❑S ORAL 4 WTI OE STE ROOMa DEW&ioM rim PER I I - _ SOME WORMS 8 r•_ — 6W SPRUCE STREET .- w If I-- - S - . ❑R MINI Our FORMED IT O.St PP EMI .0..cll ILE E CI t tOARAl TRACERScSURFACE Cil IR'1 Ir. ` `— I,. I>HT `— 1031autw PER OURE9 OM SM£i N i `, ©L _ — — ?" - WATER SERVICE SCHEDULE - — ` - 01 SCE u161M SSE x 7 500 U I INTO ON RIP RN* Z I mM I I I woo I ® NHS non RI. 2H• — COMNCIOR A POW ROTOR WE M 10. WE 6 190 190 I I.w we 1 1 a! 180 I + 180 — J I 170 =lIr/.g , 170 gR _j 3 I 160 L-- i 1 160 �REO I ��GINf fly 904 •PE r 2 / 150 L i 150 • ON . 12+00 13+00 14+00 4Ar0N K 0 4.0R1 1 PROFILE I EXPIRES:6/30/1023 SCALE I..MR max r-Tc'IERI . ME INN AT FAA WA ONE ° SW 89TH AVENUE&SW SPRUCE STREET °"T` IO/EOEI mmo walks Kill p 'TUALATIN VALLEY WATERLINE IMPROVEMENTS " " 68E99 .Mo. �+w OMIMnI * RN WATER DISTRICT cIareE JR W2 Ienl engineering aft... PLAN 8 PROFILE STA 12i*TO END ow5'.27 pm II Or at REP C6CATICM IT DAM OICO.VPR C0@ N me Io/2T REVISIONS wwm oss C 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 sm�rwio I� NI/ • 4 I/ 9 '. I SEIM / 1 1 _ !" - - ERMINE irna TO AND MRCS 051140 241CR'Suwx[rII'.un TO PERMIT (I nc Prwc NO FITTINGS AS 1Ecc5SWY TO AMP 1 1 1 -= -__/ ImtlL , CONNECTION 50 DOMINO WATER IVA, 1. 1 o \` i �l=�Q v/ w °�•yy` r 1 O�—• -'� ❑i 1-mwrcTF STRADDLE ewa PER nnro AMA son \ 'a`�\--``- +:� I]1 V W4mlr PER Two swoon mu.PUTT 1r/ • U �.. ... Q x_r W stint S TNRIAT OCA ' LI 10 ' ''' ❑x r a sx RP soda \'_" --_ - o I-/g40LFI PPE 0/r W UP. - ,5 -UPS ❑11-rrrWRW:CA `N \ \'",-`F -..© -'�1� ❑ras,cv5PU0. — 0 O e❑x-r W6MPM `\ \ IO _ 0' OI-r Yr W rR IMMO RE MMIat tAIW IFIOF _ 7 ❑t I-Y R Y W 1 0 VALVE PIA TIIw RI.W TOR \ O I-RE WORM ASSEMBLY PER PM OCTAL 5M \\ �FEIN.Y RIOT IVH \II- E,-VE{IDOR FAS IT/r W OW — 96 O ST JAMES ON HALL APARTMENTS WATER ABANDONMENT DETAIL 22 ST JAMES ON HALL APARTMENTS WATER CONNECTION DETAIL scvL 1'-A' p IENL 1. XI' r s¢1M0 rule KIN AMYL � � �ti_. M+N ___- 5 T I-10'A 5'R x W RDUGFA 'I I ,S �]V ®� O Y _'�I - CORM MC AND FIrIW.S AS NECESSARY 10 MRIIT J���_ ❑x 1-r W 113T EOD Sc ,_ -uX/ _ mwEC14N ro[Ymlc wSRR PUN. QE611O coat wan ❑J 1-C•Y G'W Y R REPIPR RE 1 l-C G ❑1 I-tr W amonY Vw'E PER PAO row•02 1 \ O 1..r R I(W GTE VAL4 PER PAM RIM.102 it I I >Q NN/E Mb{L Q A \ >t®5 FOR RYAS ❑x 1-tr R r W REAIPO TEE �`_C 0 . ID!'a 52 OP SPOOL 1 SS I -Ss to an 4 m _�p��1 0 / /s• ❑A e•a sx OP SPOOL ,1 ® I I SC r: \-- ❑j r a s: swap AR TAM RTM 1R R ❑ I i / ❑x-R'W#Mon SSr y -- — m 1 S/ mom r 1YxU PMI ❑3 x-r W 1S RUC I 0 // O1-e'W WE VALVE PER TWO DM II T w I]t-r WsIFE`E 0 ' / 10 t-r W 1s mar II : I O ABANDON W W W WOW M.Y'�*UJC S TIC O 1IE // lit CJwSE W!OMCE w/E,SEE I]I-r IE1G MAT TER TrYD 00*0 e09 NMI II I I' 1 { W11W OF P.{0Ew1 YIIN ISA db4 Ot LIMI. 3 / U SNFEI Cl MR CONS NEITD u SUMP PUIP PER IMOD OM An FETAL LOWING n OF MC THROUGH 1 S - / EM VAULt.WW1 INTIK CAM NEVE ON NAP OkIYM.E.ROTE PIMP MARGE TO maw CATCH 1 pry�� / -/ "1 / ® I u 1-r rosE a¢w MUE�Nr PER nRG t [-e_: GIN' OCD L 501 Min E¢CWC SUMP PUMP PER mD mYE �" \ C ' S42 rot.mICROCT11R RESmI0aE FOR SMrt1Oc 0C/ __NE( ELECTRICAL CORRECTOR ROUTE PUMP OOCRMR IC I - $/ 904 PE -- 2 O 8" METER VAULT DETAIL LmIRc GTa BUN As voRR C6 SOAP I..# IS 1-2'C IERNA u1 AA w0 wPA111 wtK MIR 1' 51 % 5[RNCE AOUWID M54(Yf1R 1.0(0 WJM WLK 1 AvmN.To PALL oP 1 5 PM LOG1E 1,0n ONSIDE 1 ( ON Pd LIE PAVED Mu CONAN 4FRIM TAP MO RN' — LOGTOR TRH IMP)ON-STE REACTOR, P 4 SW THORN STREET CONNECTION DETAIL 943'..livroN OD Le-w 25 1 S`"L'•-'° EXPIRES:6/30/2023 ONE MO - SW 89TH AVENUE&SW SPRUCE STREET DATE 10/130131 I am we eFei AM ' PROJECT N' Wallis W�AR��P� WATER DISTRICT • eteeletN TUALATIN VALLEY WATERLINE IMPROVEMENTS Op. wpm RAMP .A/a DAM I{/IT C12188 Pwm J( otc TD/Il engineering y WATER CONNECTUN DETAILS SIC. IL OF II wv Rf01PTOX MY DM OM9 MAR emID. .I DAM 10/21 OM NO. IRVINONO wrnmm: Ms C12 1 A I B I C I D I E I F I G I H I 1 I J K I - I M I N I o P I _ 9 _ _ I I ` li SCw t PPM PRIM ROMP fl1M"s QE AS ISSNI'10 PEW P -_so O]Mcn 10 PRIm MI — IOSL OI-1r 0041 xnMIMIC 1¢ R © 0 ❑E I-6.R.I W CAE WOE PER T110 our.V1 ;t m _ OT_. _ 0 5S0 ❑l r ass[1P SPOOL 8 0 0 O I-IIF 100(1441 MmeXV PER NM[flM 502 -- - _— Tfl wm Mw• ❑O Ir a.0 or SPOOL © .• i-• �'•, -- ao. 3147 . 1 51 R.Ir W mummy VALRE PER Iwo wok W3 — YYii "p----, I 5p i❑t-IYxe'w R¢u[R 0 " RQI-6.11J1slom 7 m0 O1.r21 MEW ORE ORIIIIGE OIRR TO 1 1�1..¢NOrtIE S119WE NMf.POI MJ RiM 301 �-' MOON�ix6 CGYIp6 _ _ r — \ 111....NPPE 11/O WI COP — I IR I-MG R 1TE 0 AR 51*1134I P[R NR LEIM MP I I] I-1REMN Lam PER LERA 4.SIEEI 01 O AV60R Ex61R6 VINE Ox 0.05M6'a WOE.POITIMC 6 Aar. UX.MO RUYx160 10 lIt BOf10Y ti P.1RM1rt NM PER GRUEL OR 091I Is ANIX0I E0ETRG 1005211 M6 SAVAGE 10 1r1N ® SW SPRUCE STREET CONNECTION DETAIL SMCr-3G 5 4 5 ezr(t,.aGINEF,, 9D4 PE V2 P 13 �gMON 10-to-21 1 EXPIRES:6/30/2023 °"s INCH SW 89TH AVENUE&SW SPRUCE STREET DM 10/2021 ".7°`®"roam sc. ' wallas TUALATIN VALLEY WATERLINE IMPROVEMENTS -%1P1E0ERD wags `V xn. C1292e WATER D I S T R I C T �M o IV DAM «oEPOR.� x we ROR, *engineering WATER CONNECTION DETAILS II YRE'I6 la or 21 REVISIONS ..vim mm PF IM. C 13 A 1 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 1 1 UNIT GATE/ORNEWAY ACCESS CLOSURE TO NO MORE THAN 1 QUEEN DURING PIPE LAYDOWN, y� 9 C ASSEMBLY.AND TESTING. CONTRACTOR TO ( R'' A ACRES PROVIDE NOTICE AND COORDINATE CLOSURE WORK AREA UNITS 1 WITH TVWD PRIOR TO CLOSURE. o va w Y '' 1 FOR HDO DRALNG I - ' \ 0 • SEE NOTE 8 AND �., I _,____ad. - NOTE 10 UTIUZE WEST SIDE I - OF SW 89TH AVE 5 \ -_ FOR PIPE AYYDOWN ST MKS ON \ 5 . __ AEA ASSENT HALL APARTMENT \ ` .-.1 -- _ _-- SEE NOTE B. \\ COMPLEX _ 11 _ _ -_..'. _ -I • +—off,. 1 +00 2�OB�- � ' 1 10'DR 9 DUPE PPE -q I HOD. WEMND BOUNDARY I 41• \ N /I I' MAINTAIN MINIMUM 12 FT WIDE TRAFFIC 'HDD EXIT PR LOCATION ASNECESSARY. PROTECT GAS -- LANE TO MAINTAIN ONE WAY TRAFFIC AT PRIOR TO DR LUNG AND MODIFY EXIT - --_ __ ALL TIMES ALONG BACKSIDE OF WORKUNE _ 6 AREA SEE NOTE 10 THROUGHOUT CONSTRUCTION. I I j PLAN NOTES: - 1. RESTORE WORK AREAS TO PRE-CON ISI RUCTION CONDITIONS. 200 200 2. NO EXCAVATION, PLACEMENT OF FlLL, STORAGE OF EQUIPMENT. OR AM OTHER WORK ACTIVITY 5 5 PERMITTED WITHIN WETLAND UNITS. 3. INSTALL AND MAINTAN SECURITY FENCING AROUND 190 190 CONSTRUCTION WORK AREA PERIMETERS. - * 4. COVER PITS WITH STEEL PLATES OR APPROVED EQUIVALENT DURING NON-WORK HOURS. 180 W 1 SEE NOTE 12 180 5. INSTALL SECONDARY CONTAINMENT FOR DRIWNG FLUIDS PRIOR TO START OF DRILLING. 4 GA, 1f DRAINAGE DITCH a� 6. MAINTAIN NJ.WORK ACTNOIES AT HDD EXIT PIT WITHIN A:1 PUBLIC RIGHT OF WAY UNITS SHOWN. MAINTAIN MID 170 I I �.J/ 'W 170 ALLOW ACCESS FOR PRIVATE PROPERTY OWNERS AT ALL _ • TIMES.NO EQUIPMENT SHALL BE STORED IN SUCH A SEE NC-E 12 - 111-- - S=Ox � d MANNER THAT IT BLOCKS ACCESS TO DRIVEWAYS ALONG 77 160 SW 89TH AVE. 60 5'Y 7. DO EXCEED HOPE PIPE MANUFACTURER'S WRITTEN 3 RECOMMENDATION FOR BEND RADIUS DURING PIPE Spm I. ' `A - 150 B. COORDINATE L OSURE OFD ST.JAEIESN. D ON HALL — R-55O APARTMENTS PARKING LOT WITH MC AND APARTADO $R �R R-350' -. MANAGEMENT. 69LGINFt. W KW _h 140 - 1C' PIPE 9 140 9. AREA AT ACCESS TO TENNIS COURTS AND PLAYGROUND HOPE AREA AT A11 TIMES. ./ 65861 E 2 10. REFER TO SPECIFICATION SECTION 01 31 00, PROJECT - MANAGEMENT AND COORDINATION AND SECTION 01 55 GOAL Ian ---- 130 26,TRAFFIC CONTROL FOR GENERAL SCHEDULING AND - -0450 0+00 1+C0 26-00 3+00 TRAFFIC CONTROL REQUIREMENTS. �s' 11. LAD PROFILE AND PIT LOCATIONS ARE APPROXIMATE. PROFII F CONTRACTOR TO ADJUST PROFILE AND PIT LOCATIONS 4)0044 VAI F 1'= 40' HORIZ AS NEEDED AND AS APPROVED. 1 1'= 20' VERT 12. CONTRACTOR TO EXCAVATE AND CUT HOPE PIPE TO EXPIRES:12/31/2021 MAKE CONNECTION TO DI PIPE. ,� I' ' SW 89TH AVENUE&SW SPRUCE STREET 10/2021 == =-` McMILLEN WaIIIS ��IS TUALATIN VALLEY WATERLINE IMPROVEMENTS °' _v' ,a.M C12TY5 — Jo omIA7L JJACOBS en ineerinry Y WATER DISTRICT ,,,,,,�. 1�0781 nmm l[ "it AM ASSOCIATES g g V ADD PLAN AND PROFILE "41,o 4v xxwna 21 NM MOM NW emu LC ...=._ „¢ C14 REVISIONS I A I B J C I D I E I F I G 1 H I I I L L I M 1 N I 0 I P 9 10'HDPE FLANGE ADAPTER CLSM PLUG BACKUP RING,iik SEE DETAIL MP STEEL TRAFFIC PLATE — DI BLIND RANGE •• "ti . > III 111L.m.„ B ;i� 10"DR 9 HDPE PIPE SEEMNOTE 8 III :_!I; CLASS 160 EPDXYROM � ': COATED DUCTILE IRON wh HEAT FUSED BACKUP RING lip JOINT, SEE DETAL SEE NOTE 5 SEE NOTE 7 PIPE BEDDING — 6"MIN THICKNESS SEE TWO STANDARD DETAIL 201 FOR PR BACKRLL REQUIREMENTS. BACKRLL NOT NDEIES: SHOWN FOR CLARITY. 1. REMOVE DRILL MUD BEFORE PLACING CLSM 6 PLUG, PIPE BEDDING, BACKFILLING, AND BACKUP RING DETAIL O HDD TERMINATION/PIT DETAIL O INSTALLATION OF FLANGE AND BACKUP RING. SGAIE NTS SCALE 2. DOUBLE ROLL BACK BEAD ON ALL FUSED JOINTS. — 3. MELT, PRESSURE AND ALGNMENT PER MANUFACHIRER'S RECOMMENDATIONS. REMOVE (DEBUR)INTERIOR BEAD FLUSH WITH PIPE 5 SURFACE ON ALL PIPE. RETAIN REMOVED NOTE 3 INTERIOR BEADS TO ENSURE AU.HAVE BEEN ACCOUNTED FOR. 4. ALIGNMENT-NO GAP OR VOIDS. _ / 5. DO NOT EXCEED MANUFACTURER'S WRITTEN IS/ RECOMMENDATION FOR BEND RADIUS. 6. CLSM PLUG SHALL EMEND A MINIMUM OF 3 FEET INTO THE BORE AND 2 FEET INTO THE 4 PIT FOR A TOTAL MINIMUM PLUG LENGTH OF 5 FEET.PLUG SHALL PROVIDE MINIMUM 2 NOTE 4 FEET COVER ABOVE TOP OF PIPE WITHIN THE PR.73)11 7. ELECTROFUSION CWPUNG MAY BE USED AT THIS JOINT AS AN ALTERNATIVE TO HEAT L FUSED JOINT. 3 NOTE 2 EO R #...7 04GINEN TYPICAL HDPE JOINT HEAT FUSION DEFAILO 85661 E 2 SCALE.N s O GON 4UAMN 1 EXPIRES:12/31/2021 ~' SW 89TH AVENUE&SW SPRUCE STREET WE UO7ROR3 — •�_�: II McMILLEN Wa��1S ��� TUALATIN VALLEY WATERLINE IMPROVEMENTS PROJECT MI `MI 6°2D9 'waa a Me t ;,�; ASSOCIATES JACOBS engineering M WATER DISTRICT C322 REVasset+ BY nett MI,RE mama tE am top, HDD DETAILS smm�VI 36 or 21 REVISIONS .+wma ma e MO a. D 1 I A I B I C I D I E I F I G I H I I I J I K I L t JA I N _I 0 I P J r . . ...._._ -__ e y fI AR['A'h' _ 4lYYYlM !: E EBoa 1 oc .}* I' f6 (` — / v..5SOAENI I. I PAVE SEAT WEBLACEMENI _ 7 ill I III III EAR - 9 -ICI xdrt. 61N NE0ND EXCESS MATERIAL IC ALLOW, -I? MIN.SEE NOTE.. e.C�-e' _._.__ _ _ I FCR SETTLEMENT.CONTRACTOR SAWN]CLEMI EDO EMS/TILL 1 501E SHALL RESTORE YL LANIISC/YING ` rl{PAYEI/ENT REPLAI '.. " L PPPLICIBLE TO DEAD END TO PRE-EXISTING CptlRTdi r �� I mil MAWS B-WO SMALLER. SRO$Eµ SOPS. T FE 1 YIN. y _ : II II II Q II II II II II: WRIST .NOUN EXISTING i VISTAS GY.mPl:OD EXIENOFD {ROUND �r AC PAKYENI -. �� - _�IZ 4W. R. ADD CARP I}'lvsMEAx ILEA.. J Cr GALL Vµ*WERE DEAD END ES LOCATED AT - 8 ceRCTPBLE WNN IING <LT ROADWAY - S CH PONT. TAPE FM MPE ou.alz BASE 11 -R�_r QN ! NAME cu5$•B•3/A•_D• _ l� InA IBM.Lvo SPAN 1 ISM CRUSTED RWI FESTPNNi.2)REW61FD. WANULW SKIRT II \\0\\ I III II I I I II I 5FF DTE TRACER BRERFOR I II II II \� y IT Y - SyM P4(MWIYUYI ��LI��� /� . ARE mA it r C 'Iz L o TORTS LDWEo�` F / CONCRETE �eI E �, I-ORE SECURE LAYER OF TAv:. } N / ___ I • I,91 7 [RA .'TIRE r WRAPPED ALL BE WAY AROUNE ..I :T`YIY1 ' O 0 LPE BAR !'. I� Imo 6• 6• ` I. CUT THE PCLYEMREIE TUBE MO FEET LCNCER LNAN PPE ANC SLIP TER PPE AS NENTAMS 0 GRADE. WINCE THE YN A.UROVI:L Dl CLW CIIE'E Pp RAN TT TIP vroW_ _ A, L-�_ ��-FN REBM 1]'O.C. i UHM GRAD T-TT CRUSHED ETH ROCK.PAD SHALL0 INTEND Of A O ATE Or 6'ARAIW ST MIN. '1. ENNEAD THE PCLYETTP ENE TUBE AS SNOBS SO TAT ENOUGH IS LEFT TD PROMCE EAT WAY AWICALi VALUE ROMS.REINFORCE CONCRETE IWIN N RERAN TAY TAN III CENTERED ONE!COI OKRLM Al RAIN END Cf PEE. NO dGCANt NIMN IO- �� KRPGpLY IN SLAB PROVIDE 3•CLEARANCE FROM EDGES AND PCNEAATidYS.SEE `ROAM CONCRETE AWNNST 6 BD1E'a 3. TAKE UP SLAP,IN THE TUBE ALONG 111E PIPE BARREL.MAKING A SNUG BUT RDA NDTSRIRN:O 11Vc Sq. B. 2'I BRASS TP(LUG HAND-PGH1.0SE FOOD LRAM CREASE TN PLUG THREADS 1. PIPE TONE MATERIAL SHALL BE 3/69-0"CRUSHED RNA[GRANULAR...FILL INN(Cl'.FOLD ORR ON TOP CF PIPE AND SECURE IN PLACE RM ONE LAYER OF C T' 70*.ITREP sEAI ID FPI. nACTFO OF 95R AAS A G I10 T-9RCW IM FEREALLY OR SPITS WRAPPED TAPE ABOUT TN EN O FEET 06 CENTER AT 21AN D. VALVE ETV ASSEMBLY PIP DEIYLs SOT AND F01 2 CLASS'A'NARK BACNFILL MAY ONLY BE USED OUTSIDE Cf PAWED AREAS AND SHOWN LATE POE P ARINO TAR SMALL E I0-YIL BLACK ADHESIVE PYC TAPE. E. ]'1/PE A ROC COPPER TRIO TREADED BRASS PIPING. IEOIIRIS STRICT AWRDVRL.BACRFILL SHALL9E COMPACTED TO BCR Cf A.SN'D pINS1Y5 PONE WRAP CAPE OR APPROVED EWAL. NON F Y I40' RODE GATE v4VE KITH 2'OPERATE HIT I-NDW UFTS NOT EXUE1NC II-(LOOSE MEASURE) CONCRETESTRADDLE BLOCKS FOR IY AND LARGER WATER MAINS SHALL BE G t DO'BEND.COPPER SLIP OR THREADED BRASS. _ 3. CLASS IT 2/I•-0'CRUSHER ROCK GRANULAR BAOK0LL SHOT RE U9D RT.PALED F. ROVER PIPE INTO TRENCH,BEING SURE THAT ME PQYWRAP IS NOT DAMAGED.AND I DESIGNED INC STAMPED BY 111E PROJECT ENGINEER OF RECORD. ROMOE N. 6-X T CONCRETE PIER BLCIX NI] SIR.. AREAS.BACKEILL STALL BE COMPACTED TO IISL OF AAROT0 T-99 E BP SXNT. CALCULATIONS FOR REVIEW AND APPROVAL. 3-ADAPTER.COPPER SWAT TO MAT I sAwcurr WwpmANO AC PAVEMENT REPLACEMENT SHALL BE PER FYPUCABLE 2 USE 2.OFFSET OCR YMNFACTRER RECOMMENDATION FOR MID-SPAN I ION CAR WIR OFFSET Y TAP AT BDT10Y,NAP YAY SE oIREO Apr GP FUR i IT 1110SOCIMNAL REQUIREMENTS 5. PULL POLYEMYIENE FORWARD FROM PREVIOUS JOINT CIDER THE BELL AND SECURE IN RESTRSNT. NNNS, IF 5. THESE SPECIFICATIONS CCNFUCT OATH ENE SPECIFICATIONS Of ANOTIMER APPUICABLE PLACE AS SHORN 3. TEN ROBIN TO 115EL6 TO ILA FORM. K 1 X 12-BRASS NIPPLE. WRISOICIKM, ME MORE SINNCENT 5PEOEC(TION SHALL GOVERN. • WAP RESTRAINTS EX 1 LAYER OF POLT£MILENE ENCASEMENT PNOR TO L. MM VALVE NTT 3 LAKRS DF POTTERER ER APE OTT]ENT!Y POR MRFNE 8 5 6. M'MINIM.COWER 15 PEWIREO,ANY CTER DEEPER SHALL BE APPROVED BY ASTMICL 6. NULL POLVETIYIENE FROM NEW PIPE OVER THIS SAME BELL PRCMONG A DOUBLE I POJRNG CONCRETE.EXTEND PE WRAP A MINIMUM l BEYOND NAIRN BETON ERAS ANC CAP SECURE TO WIN TO RI POE PIPE WAP TAPE. ENGINEER LAYER O W.TENTLEME AND SECURE M RACE AS REC TS RCS'RANIS SECURE TO PIPE OATH ID MIl PVC PIPE TRAP TAPE SFr RETAIL SOT. RRWBAM 201 PESAO B16TOLL sRNI WN OLIO MEMO vA-ee eifTP s!w RLII:MOO Y".ITN. dWWMI TRENCH SACKFUL w N FaE R 11ENWBETNOD p30E R5rR41•TCAPIl1I!IT VALLEYreR� BLEW LINE 304 haTUALATINVALLEYwnPVYw r FOE`MAINLINE) 306 — �s TUALATIN VALLEY.......TRH TYPICAL RIAL VATS TUALATIN VALLEY W+In.... worm CIRRI(MYETMM. fA�TUALATIN FRNWs _ Bolles IITAROAND'WNW, OEM 4 3 .c.0 (7.1GINE4•R 90 PE 2 ON %A TO p 2\ T I EXPIRES:6/30/2023 I °"""MA SW 89TH AVENUE&SW SPRUCE STREET SATE' '°/BO21 FRI�` VI/alli$ ��� TUALATIN VALLEY WATERLINE IMPROVEMENTS PRIMO."° `°'°' W' Re 1u/2� WATER DISTRICT STANDARD DETAILS I .cer cle9ee *engineering r SMUT BS LE OF 21 REV DER.NRN SY DATE MRS ARAM ocean N ..IR MOT REVISIONS imam. RC OM N0' D2 I A I 8 1 C I D 1 E I F I G 1 N I I d 1 K I L l 11 I N 1 0 I P L TA :67. ` am, rZita' It -t900'OF&IRCO PIPE -.N ,R P..«I IRAo.Lv ��� TETR n'ww.xx c.nl-= `zL .r •' x BTM ARROWS ExpxN SEPARATED AIM nxLwEv CRAM r xlslEn 4 GRADE nw nxn .PA.I \` m tins -1!r • 'y I A'Mx. r n J 0 III 9 F v-u x�R M' x- `^`[ FOROEMry TRACERNME ��� LM RAmMIE w K''''PIMA x 1` • TERMINATION PORTS YE x u MAMMA. \ wLM<�W • DETAIL]M FCP ACTUAL �mL p»A CEM[NT f IBI aEu,mY ma inn _ ........... O J 6'MAY. N • O E 'I .L RT.PHA Rw a.AR, ' Y MU RLn aRu- •_•lL` _. ^1c ` 1, 'I B _22.1 _Esm_ 11 )E __ {6LL, wn.:v,[�>Plw[u' C n' �«..,o-f i INDICATES IRA •SP T r ` `I` RE IDEATING Tz'uAx. vamA� w Aa:� LESS �, p1 mi£w..Oct L 'L&FCI APPPD MEMO' �I r MAN RII NE anEP RARE SEE NOTE C. - . vu«'EARER�� I ✓ f NOT REQUIRED •II�IIi ` ` • Tm,n isDeo mLlma aS wA.EP MAIN i- - -. •:-- 7 a m ME>ar `“...“ _ RACER YAM FOR FUTURE_ .—.._.. .- A,ley p t 1 yR'Typ q �' aNVmi�' STREET EXTENSION$NAG.CND I A EASTG .Vµ' il r roc tlp.,a y.'.a. ,aS m AT ENO Of DOE IOCAn[YI \ ,,,,_ A. EA51 JCRD MODEL/J6J93 CAST TARO EWAL)vAl,f.OCR HALL RE PLUMB, 40OCL ` xOCENTERED 1 COVER MM DAC IN MP SURFACE.VALK BOX SHALL BE PLUMB — U ' NNxV` LENIERFO CN MS GF P00 ?I C MI ANO NCRE N01 RE51 Cp CLONeDLI DT 0'LY. Gu \ B. MOAKD AREAS ONLY PRO\$E MC CONCRETE PAD OYER CEIM CTED 1O.• IN TERMINATE MOUNDING MIME CRUSTED ROCA.PAD SHALL EXTEND OF A MNMUM OF 6'AROUND VALVE BORES. REINFORCE CONCRETE EIM S PERM MAX 2'0.0 CENTERED VERTICALL IN SLAB. AEXTEENMVr(ppLT E SOATION A ENIENC}'OPRRAttF NRE P)1S FRW Fm9p!FADE WEH VPLYF NU!Ii 60'CP.MONDDE S CLEARANCE AROM EDGES.Wp PENETRATIONS 6 ISMMT 510E OF 9ME[T) DEEPER REOI RATORD GRADE.0 O E SCR 35 PVC,0`A]A PIPE SPACER.LFIWM A$NECESSARY, B. VALK BON PER MERL N12. D. GRADEMERABORSA CN ENSON MIXIMED WEN VµVE MIT IS OW OP CEETTER FROM{INISTI E C. 2 SONANE OPERATOR NUT /.`[xT"Mt 1>1 ENO Cf ROADWAY- GRADE.SEE DETAIL AOJ D. 1 MINIMUM EDSOLIDG STOCK ASS STEEL I.WARE).MILE(AER.ATOR EMERSON SHALLLTURC EXTENAd FERF£D IN TIE$WE E' NRAp v•LLELLARO EXTE D PCS_T RENE ENCASEMENT Oi APPROVED EONµ ME M TO RE HOT DIPPED GAASINIZE)AFTER FABRICATIONGm R-'^`uA RNCES M SAMt/U NE E%TEND POLYETHYLENE B'MINIMUM BEYOND VALK µ D SECURE TO PIPE E. 6'SDP JS PVC DES.PIPE SPACER.LENOIRASNECESSARY,1,,NNE••ms,E N11R D MIL PVC TAPE.SEE CfIAL 301 F, ROCK O,IARD.1/B-STEEL PLATE NEEDED IC SOLO SHAFT GUARD SHALL BE 3/B —.]BA E. VALVES R'AND T LER SMALL BE MI GATE VKKS VALVES 12'AND LARGER SHALL SEAL,CR MAN INSIDE DIAMETER Cl PIPE SPACER .0.cw[ m 1 Av NOIPS BE MU BUTTERFLY VALVES. O. SECONDARY WARD IS REWIRED IF DISTANCE FROM UPPER ROMETTE GUARD IO swam...maim PIPEG. 2'SQUARE OPERATING NUT. EXCEEDS 72'.INSTALL SECONDARY CLAIM HALFWAY BEIwEEN ZIPPER I.WEN CONNECTING RE[MEW LOCATE WITHOUT H. 8' fi'PVC NORM REDUCER S%5.CONNECT T^DESA P00 USING A CWPAIIBIE pK VALVE NUT u YTms A ^NSTNG LOOSEN ORE.NSIµi LOCALE STATION WARD AMID VALK MIi la 22.12.22. START O NM APING CEMENT, B. 2-I/2'X 2-1/22 X 3/8'saw FLAT BAR. 5 n Aa&Me wamu,wr.F w,uAnc.. AewwnAr¢, m ,nA L COMPACTED ROCK. I. J'%J'%J/6'N 2.LONG STEEL SQUARE LIRE A rA�TUALATIN VALLEY AlelnmMe w II Ta 6 �� MM@w LART<1VDO p��y' Bait IWNB Dammam BRACER NEFE • TUILLATN VALLEY FPrIser TRAfHl1MELOCATE term Ire TWLLATN VALLEY Nwaw M• TVPYX VALYE EEITEIS MEAL IA�TUALATN VALLEY Arrlvaw VALVE OPERATOR MORE — ...e.o',,..c' wA.eA a„r.�,- t',MFIW 309 STATION LOCABgN 310 Bpi"'••••""A". 402 M--`.,.•.`. EXTENSION ��°- `..w. 403 4 3 ,ECG 69 �j _ -��G INFER / 904 PE 2 i •- ON, 4ARpN i EXPIRES:6/30/2023 .1 .. ..pP SW 89TH AVENUE&SW SPRUCE STREET DO/MODE ON"n" WATERLINE IMPROVEMENTS °"°"F"d ®"" wallis emir ,eval am 10/11 `�`y�v�__ TUALATIN VALLEY FCCT.,„ `2728 MIXTRI is WATER DISTRICT C1EY2E REV BY DATE PIC APw N NA NMI engineering `� STANDARD DETAILS II WET w. t,or zI REVISIONS .Iwnm DYC Io D3 A I B I C I D I E I F I/� G (1; I. H I I I J l N 1 L I M l N I 0 1 P I_ IP E 2T YIN lup, x L/\�My(A 1�1f MAX B��IH�HYDRANT BEHIND ..UR°[IGNi SIOf PRE HYDRANT CLEAR PONE P :r IY umt P REQUIRED 1. .14 42. 9 ... ............... 1 IODIC �'N �y I 1� �IMA i I zx < ' 0 0 E ® 5.� 5-» s�Af h r oIII�I'I�,II)I ril ,�—.6�r� \�i 0 Q {4 7 aD .� 1 I I c ' I 0 N.'•lau l iGfl .Ry` ` .. 0 11, �" 111 III I4 - ail pp 0 z 0 w , \ : e 0 �� 0 AMEN.'" 1 VJ R Q 9.'. HYDRANT TN PL,(LM�551110 10 a VIrl- p LOW CAL,I,I RU�1SEICIIC. `0*RB PACE CA EDGE I L 4 'W' C P \ V e x �BRC ruxlF `-_ Er ® © Y1 3? p i i TE vx�nL rqr� { -E ID IQ O co; I O O / 12"DIA...RATER MANS / ADD CAR IT UPSTREAM Cr GATE VALUE wow¢W OM IS � ?' L I.j j>` 'R tjN R Mr LOCATED AT RT.PC./ .\\� As,. ','L ' FOR USE ON B 0 SMALLER pAYFI[I WATER la INS. BE MOTE. 3. ADO CARE 12 GPSTREW Or GAT(WLVE•HERE DEAD END A S DOUBLE STRAP$ERYIS.0111 NOTES 5 LOCATED Al MNPI PONT B.Y_84L V.41E co BALL VpM1E TWO IMP SICY url x PIPE. �� ME CLEARAZCfE PROHIBITS ME r0.,OWNS I a BRASS YP BEND.OPICAS x e W f. 0 1 raw..PEA AM w! `'/Y CLEAR M.�WANN.••A0 RIPE PARKING B[YN00S vow T[[+x yr un c1K rtL'Wwxw. iExCES — A -1/2 YQIP5 BROS PC ITS I-1/i'GALVANIZED TEL 0.2T BRASS CWgIx4.COPPER OWEPPESyW A(APT e'uR v4N.W rilyul DAAN CLINIC.AN,qm 'OOUBLE WRCT KART I'SLA55 STREET Ell E Y POYSAC P.P.NONG(RIOT OR X ER 00 SLOPED AT TX M P¢NTT.E T 104 Ym 3 LARDS AD.RR TNM SIWVNpS TREES B. ` /! GALVANIZED PPE • 'ERASE rVlCt£ASTER STOP YiNYW DP 0 01 YAM PE AP(Cl4CR YRN4.SEE L(lAR WI MAARArr 1AMF BUSIES C. 3 I I BRASS REDUCER M1 Erl SA r a MM SECT GAIL VALUE URTM(FALSE BOY,SEE DETAIL•Da. OF G.AErc TEE PE MN AProt*IN mMAM CQCG WMRr DM 50.3 w MYE CE 4L RETAINING WALLS G. "BRA55 1[E 1.DWESPC COPPER son. no W wO PK rP4AP TAP(WE WAL. R panOPEIETE wwro moNAiTS¢�OUur• ANYTHING ELY,..AT NAY INTERFERE xlni OPEaAIIOx of E Y COYBINAIICN AIR VKK.PPI L R-PIE SLOPED010AT 1R NMrvW x.2'E TT BRASS NPoL(. Tel W Lbl wu...RARi BARREL R9. 2. TIE C'EAR^GNE ALLOW,OW FlAr.IANT 1IX10MN4: 6 WOE1_4055$ 0 UP fRW I ET CLOSE ANASSGLE NIPPLE x co.pRacTA TB 4M4IR x: r N AT LAWN GRASS BURR NIPPLE 4. 1 90"SS04 PIP,I COPPER I'BRMS ANGLED 4010 STOP rrT. EE,MrL4 0r(CTIw3 Te fvSmG T�WRr uR wo Mx f WAS YULCx G. IT NALL OMB STOP VALVE. COYcRES9W It 2'BRASS RM r➢0NE R.EM I CONNECn00 ELL. P002 MARL NE 1 I Ix AND W PARK EE51 N. 1'COPA STOP MIPT d/REI. L.2'CW&NA0ICN 4R VALUE.44I YODEL 0-MG-G-]. HIOTNYLT SRT RMMMD MI Pr GROUND COVR COMPRESSION S 4G1 DIRECT TAP DI PIPE I-lit SCBELVYE AO PVC RCM SLIP 4 MBT DOS. TEL q T4R m5...ER xgRwl N. 2 0 0 0001 R 000RO1 0 2..Y%B Y'N.PRECR51 N.I-ARNCDG51 YCOEt.0000 4•. 0 LEA..NEIER "P AyAMri LOW PRO ER. TTROS MWOeB!(OR APPPOYFO EQUAL) (OD•PPRDY r q On rpLgER. COVER C LD RDPERTS OWKER$TILLED E AWARE USED GROUND YE MR BORES AND WNOICA51 CONCRETE BLOCKS EWES AND AMIg2CASI MCP0 AIOIWSYI CMCRErE COVERS STAMN wCk 004.0 T x,..,qµL a CP'PETC YCfx-3Y11 PP T®rR COVER COULD BE OAYA[EO EP E NYDRW I IS CO NOVEL MWNBW CONCRETE P 1-1/'1'CALVANRED CAP NETHER DYSP 12'CEPM DRIER ROCA R M YSRNr[0 001 ELe.r IwTHrt VIAL o,AND IWI0001i VANTMNEO. 0.I-I/Y OALVWIEE0 R£. 3. DIE CWTRAPTOR SMALL METALL I BLUE REFLECTOR BURW r0R INC LQKRS SlA(IIED TDOEMEP 0 I'C M BRASS NIPPLE IT UNDS•IJ a BN CON NA MI R[d P KIP xS.[. IGAPp1 SIMILAR TO WAFER I-W.%RUNDE AO PVc Win P I-I/Y GALVANISED KW PPE. TNA[P CON 50. PANE DEPAFMEML gfTEP rINAL LEFT Cf AC pM1KNENT IS PLACED MEIENS M DET0L0 601 M B01. R SLIP R ROT ENDS 0 I-I/S MOIRISOI BROS PG.IS5'ODL92 OWLET ARP W.1WW:omen.or,22 MO 5 SET YEi°I DOM OAP it DRAIN 5. TAPE WRAP COPPER SERVO!. B.I-lit GALIVWIEEP CAP' x LWIr0IL 04Q�[Mm.R II....,LE SS1 0415 ROCI4 SEE OETML 001 S.$'Y IT Y R'WCCAST ISPRER RECCE. NOT wipRRE Vm*LP NM(. — OBIl:I1®1B �m� ORRRPDO �u•w ORR1PO4C Issue. OASL IVMIB N. 2'COMBINATION AIR AND y/TEµ.0 .TUALATN VALLEY S 1'COL611UlKM ANB RP/1 ♦ TUALATENVALLEY NE NBOIGMT ETAMOMO OEM IP♦�ruALATIN VALLEY mw, F «LEM ` TUALATIN VALLEY rr VACUUSERVICE VE EWIEN 4VB „•,•,,, •,, ��.� VACUUM VALVE A/A5 �� POTALLIMON 50n ••TA•P.r IP.r.I — 201E 503 7V7 L alueson 3 �"A _ �t('iNGINR 90� PE 2 «,•• ON < i — opit 0.`6.AMA to.u,--L\ 1 I EXPIRES:6/30 2023 ° �E SW 89TH AVENUE&SW SPRUCE STREET ° E°,'E°EI ea le.Ay nu sac vier'..romp T " wallis TUALATIN VALLEY WATERLINE IMPROVEMENTS E°�E° AflT.•� mzvze =Km,X ehle 1021 *engineering V WATER DISTRICT STANDARD DETAILS II ' to or PI REV OES01112IpM BY DA2 OM,MAR OEM& w.x —O ..NWe Ie/11 ONO 1R D4 REVISIONS 022222m. A I B I C I D I E I F I G I H I I I J I K I L I N I N I 0 I P L 4.;"CITE VALVE YE NOR♦. IEEE DIROMELK . / l'-B" ['OBOE[MCC CAUSE m-f c w LOT i0 BE for ,v-N - m"rn mi.. SERVED ' f Y Lwro „D Ap.f^R Ml4UlIM I B a PMPGM IK ,~! f PT nRONL MI ^�H1wGMKNi DYl1 �i AD � OARDS l / r.\ LATH011 PROP 1E_� Per uxE A vHc. �!'1,-Y y I' J� I SE[n0'E ■� CEl F 91 WE -I11 :la Rho m� a R� p"u1IRra �x _ .4 i-. - PROPERTYLINE AND- / AY Cgsµ R. / . rll 0 ■ ° O! PEERS MAPNEO Y TES 1 J]. / � e• u �r — V LF11. _� fP .l .. ww, 0 IL 5-NA% PPP NEW � B • ws PP am R r E �E I • I s BooY� ..� •�aEEEe�iN�/ ��/UM�� ■ - M»IB - < '}trIl c J_o I� I ~wa,N. .p.eD �_mlca!aI ������• sla armmr •• /R..-y'� Y KLEMM �� El-MI: r R S' PETER lOOTSN PPE RE 4U,BMW TT PPP A US AEE PP PE C.1HE YAULI R❑OL v Vert".t I A PERM LAMER W POP SNAP M%CD IHf 05ED COPAL. Y]M G 5 N 10 NPR M OMW,M 1,.Na 6 1 DEVELOPER'S SURVIVOR SPARE PT LATH]I T1_DEVELOPER'S SAJSFLTON Cf ME PROPERTY -...u..v P IA _151. TO FARE H V WL:(TOO CCERNG AIIN E SECESS STEAL lC`NPP PUMP AMY PURR niVXG p.,,,AL xC YR,CAgs SyyP LORE AND ME PUBLIC'IILITT EASEM NT.N541CX SURVEYOR SIRS,Al SO YARN /a /+.[nw owl Is. HARDWIRE AS PPM(E RVN4 MUST SE Al)"PRW FACE OF SWALE DPIN5 RUNG. µ0 EIS' 2D THE PROPERTY LINE O ICY OTSMCRS ON IRE FACE OF CRIB VIMITIME NNITE PAINT `v m�¢ PPP 91ILL Be p PE 9E NUMEXi TO PM DKR WORST B JPAX C WNH(t TO OANDIAl N. POPP PREEN NOT APPLICABLE f 9bP 3. IF PROPERTY CORNER MONUMENTS MASS NOT BEEN SET AI TEE TIME OF WATER a�= C. PPP IS"L SCOT U1fRµ CLEARANCE p,000 DOE or LAWER{. L pgwG lU gSPME PIMP OCATM PFp 01N 5 tLCO PROPERTY PNSIAl1ARp1.THE DEVELOPER'S SURVEYOR SHALL SET A LAIN AT TIE R�1 D. POOP PALL MEET IK PE0NPiFCNR P AUl. 4,O STALL BE NOR-Almon SSAIVAMRT HARRE P CIAM CORNER0)PO LOCATION THE PENAT ENE ANY LINE. mamma•isfy Am ♦ SU A PIP FAWDCAR N.TO x APPROVED DPAIXL PLAN LINGO ACTOR ALL ROCK NO PPE v4VLS [. LADDER MAY BE ATTACHED TD FLOOR OF NAM"Mtt SiuWLCS SCLA BARANAM R. TIE D. ' Ei1M SEEM M.Mum%E2.MC PLACYNG P0.,I. 3. ORS 9)ON(Y)PROMB1TS LOCATING ANY BRUTE NFRASTRIICTJRE MLAMEINTOF I FOOT OF1 NI IN MANUFACTURERS AECdIMIgAMWS. III.moo MI[C DR 0 B 5 P0.RC CAtp BARN /" UFACNRC PAPE ATSP CA FOP A SURVEY MONLMENI. DEVELOPER SHALL PAN FOR MY RELOCATION OF EERVTSS PPP f^„r L e n wUN.ti pA n,y..m Nwu..po wVp. STAINLESS STEEL SARM1(HAWS STALL BF ATTACHED TO NO.HYAw PO51 FROWNS 4hWM 00*05 PpWC ORATE STALL RE PEYWABLF LOCATION METER BO%CS FOUND TO FALL W11H'N I POOR M A SERVER MONUMENT F REQUIRED COT MMMAGEESAE. :AJP vuAIS.PAWS 914E S A M CA JR"RCN AT LOMES' PM FAPgAICO CRATE CALVAMZFD 0050 OSAESEMBLY P!AUU4 E PMNG LCCAfiOI. NrpNA MMINT L��w�Wi MAROON E MG AI SHALL HAM'MO-SPAR LxuN.(WRNS SHALL BE. F PEER PRIPACNM„C.NONE f_R K. PRONE ASRVAHMI POWER SOURCE PER LOCAL 1. PLACE BACCROW ASSEMBLY A5 CLOSE i0 METIER AS POSSIBLE.ADHERE TO LOCAL mow.a gram worm KAN ems NeRnTML,mA ADRA 9E E VAULT AFO PONDER CORM PANE FP InEVP.AWAPENESS EPAEE Mpll:O P ]"ABDAf ELECTRICAL OMIT FOR AMP PI,VP SECURE S 50URON REWPPCYENi$ D.Ta rat IMp w m.,Nn. L SHELF OOP VAULT FRANCS SHALL WARE 2 POST MOUNTS CN TIP PERIM E MC CRAPE Vlllll.WHAP mix RLTR P ALP CORD 1G SNP PUMP D,50F.R E,,0,0, FP POST BO WM1D a.m. runic 1R AFFP CRAvri COWT a SUMP .p CAPS MS. FLOOR O .....eP...ALLEY ccapcom f 1-1?STLE'IFR arz:nrmTR __ /=�TUALATIN V -INSTALLATION WITH S 1105 �M�TLWLATN VALLEY*mama METER OMR K*T WLAe IN VALLEY�e W VAULT LADDER I LYE I�TUALATIN VALLEY M�e� ELECTRIC PUMP '.:SA•DEEvem '. .� FVACKRPR�EVENTON 605 v�•-••o,D..Pe. ...Km INSTALLATION ""M'e M" INSTALLATION .f F� — aempM wAT DwoMlr �I 701 w Bvu:.AfW INSTALLATION �OG VEJ� 4 3 A(R"f'0 — .. 4NOINELE•i, 904 PE 2 i IF •- N' OE 4. : .4P I? _ �4MON K01' ty-21 1 I EXPIRES:6/30/2023 I 1=�CH�f SW 89TH AVENUE&SW SPRUCE STREET PT' 10/E0E' s a:W'forma NMI Wallas TUALATIN VALLEY WATERLINE IMPROVEMENTS PROJECT" °'°E� x YID +opl *engineering 'm-M'- WATER DISTRICT AIn In REP D[SCRRIOM BY DAa ASPR Wma At 10 + STANDARD DETAILS IV am ME.- IE OF el ENT a REVISIONS AAMM T oRD NO. 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TUALATIN VALLEY�W�, NISSIOLY ORK — .O[WN 703 OME OW aama4 DETECTOR ECOTORAA°EY 1 801 4 1 I 3 epc, DGINo 0 PE 2 ON 9494MbN 10'2.6'21 1 EXPIRES:6/30/2023 ONE ISCII__ SW 89TH AVENUE&SW SPRUCE STREET MR' 10/202I ol if. tut paca on nu xma..r ow"`�.., " waD is ��� TUALATIN VALLEY WATERLINE IMPROVEMENTS °"°T "° 68289 2E *Dame JY./p Wx 10/n `__ WATER DISTRICT C mane JI( tom' 1E/]1 engineering y STANDARD DEALS V "R"" OF 20 0r 2e RLV mwr110V R w1,owe mew 0400 A m, 10/YE ea0 rW D6 a.w. REVISIONS m We A I B I C I D E I F I G I H I I I J I K I L I M I_ N I 0 I P I 1.11Et BATES YE MOTE 1 SNOUT PRIOR TO woe INTER 1HI SEE nxnclNc(n*) Wm"em ml New 9 NOLE NM ION MUM NW rAuae MAVEN, . . _ R__ gAo.. IS N 6101N MINN ZONE B4ulu. • IR MUM ROCK4TI SEE MOLES w�J'v'p dj e oar n ii�i5%:: : - :•: .iz4,�R' W1NE SCl 82•85 Mzw6 a ROOM WOMAN 10.6311NOM Y� ...';1 p,: ;�' _ I. 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IION M ME PM 0011MMM O CLEAN MN.MAMA A R 10 MERINO N M Mi11 ROM M M¢YRSWI Hirt A COWMAN MIB I °TRENCH RESTORATION FOR UNPAVED AREA WE TTMU VOA CIA TO MO NM M r ME OfEMS SIMR "E ATOP A Cm. a sums mar 10 E WTA1m 1e ILS 1w 1R Tom mom Alm ANT.NIS p[��� 6 41ERR WRS IMMR0 N MNLNaS AIM MMUS 9PAL"6L Bare AMM CMOS �.5.,D R I ,' 11 AL QWEGf1I Nmws Wna.N»xs.AO Ora MnMB40ES w MOWN MAIL E mrsaEO WIDEMA 10 T11 SEAM Pa1AL.1TaL `C.9. �\GI N (.`'\`V�/ Act A�C1'' Ov\ 904 PE PE r 2 OWATER SERVICE CONNECTION ON — A1 0,%ANION _ }D-Z\ 1 I EXPIRES:6/30/2023 A p r SW 89TH AVENUE&SW SPRUCE STREET A< E°i:°:2 rMMNm'm" Wallis TUALATIN VALLEY WATERLINE IMPROVEMENTS .. 11009 WATER DISTRICT 'MD' cane ' � as n; *engineering % PROJECT DETAILS G1M,,MD. 21 or R2 BM ETRPIE 6Y DATE OND AMR Clam .N me I0/21 REVISIONS -*an ram °"`ND D7 A... A IBICIDIEIF IGINI 1 IJIK IL ININIOIP riot �¢ I s°rOm10 a lmc: r-II r w' vs'u 9 kiLI near vac rnrvl m.R r m �,I!Lg. "5' H F— r 'Kus .s �_.xa .snci...Orlr:Aacw«n..ma mwlr m.mn«.nr�•c w,m .aa k I:an.0� x 0rmr.« ,r... 1 wet u.r.wu .M1 urtw quiz m° iisi eaua"� m...iam¢u. f ? I maww.cur-o m0«0.wvaou..9,.ma.w”...3 im« wr.ano.lma rm WVro�•«0v°moi«3 x"w me _ — ¢.. r cra«.mw«srr m0wa. .. .0..rmwwcn ICU ''rcowca rir:EP"amm'41ioo•SEuir�. 6 .wnivas`v.art wR.ccO..cA M c.ucm.mam«x wsr maro• O1 TRENCH RESTORATION FOR PAVED AREA .« IrxwwwRxmOa..a mer w.mera on«01, r - �`�: Ir msc"eaa w�°orrrcrec mw.e«.ran. mnwm.r..o".«awsmw MAW.° 30/MS R1OE a von 10 MK 5 w..«mrs . .vr r rr �c•m.c.r ..r..r:.r rcrrmr rrrf M 88.8 a3';0"` �9.D... ...... a""''''..`ri. .... .r.a a--— O TRENCH DAM I ry a ..." r w • 1 °Rwmumcur-crorwm.r .. _r r• c.c.r. C r r r I. NTL QYA`Im 1161YillWlf 91r1101�wFY1 • s• ax a I(nr mA N KIM.f a«4Y014291 WI11M1 rr m[eon a¢rn[t } ()TRENCH RESTORATION FOR UNPAVED AREA •AMID� �' �""�'«"'" rrMrmr PR PI 8 88 ma ems ma __ _ 00 PPN .13 exm«ara.«a.orrmr+«mrr wcmwo amnx«x SUM•awuv. �NGI 901 PE z () WATER SERVICE CONNECTION ON — %4MON z1 1E%PIRE5:6/30 2023 OR INCE SW 89TH AVENUE&SW SPRUCE STREETwallis « «� .A. *engine _�r�._ TUAL.ATIN VALLEY WATERLINE IMPROVEMENTS rn° .o a/n *en ineenn a"J WATER DISTRICTP666 °"f1° 9 9 �� ERGJELTDErMS RETRIoRE 'A... D7 TUALATIN VALLEY wallis WATER DISTRICT *engineering nommi 100% Engineer's Opinion of Cost 89th St&Spruce St Waterline Improvements Date: 10/20/2021 Tualatin Valley Water District By: JK WE#1529A QA by: Item No. Item Description Quantity Unit Unit Price Total Price 1. Mobilization 1 LS $52,700 $52,700 2. Health and Safety 1 LS $3,000 $3,000 3. Temporary Work Zone Traffic Control,Complete 1 LS $20,000 $20,000 4. Erosion Control 1 LS $10,000 $10,000 5. Construction Survey 1 LS $10,000 $10,000 6. 6-Inch Ductile Iron Pipe 76 LF $125 $9,500 7. 8-Inch Ductile Iron Pipe 259 LF $130 S33,670 8. 12-Inch Ductile Iron Pipe 821 LF $150 $123,150 9. 10-Inch DR 9 HDPE Pipe,Horizontal Directional Drilled 1 LS $100,000 $100,000 10. 6-inch Small Ductile Iron Fitting 3 EA $400 $1,200 11. 8-inch Small Ductile Iron Fitting 18 EA $500 $9,000 12. 10-inch Small Ductile Iron Fitting 2 EA $650 $1,300 13. 12-inch Small Ductile Iron Fitting 6 EA $800 $4,800 14. 8-inch Large Ductile Iron Fitting 3 EA $600 $1,800 15. 12-inch Large Ductile Iron Fitting 3 EA $1,200 $3,600 16. 6-Inch Gate Valve 4 EA $1,300 $5,200 17. 8-Inch Gate Valve 2 EA $1,700 $3,400 18. 12-Inch Butterfly Valve 3 EA $4,000 $12,000 19. 2-Inch Combination Air Release Valve Assembly 1 EA $5,500 $5,500 20. 2-Inch Combination Air Release Valve Assembly with 1-Inch Service 1 EA $5,500 $5,500 21. 2-Inch Blowoff Assembly 1 EA $2,500 $2,500 22. Fire Hydrant Assembly 3 EA $6,000 $18,000 23. Water Service Connection, 1-Inch 14 EA $2,000 $28,000 24. Water Service Connection,2-Inch 1 EA $4,000 $4,000 25. 8-Inch Water Meter Assembly 1 EA $30,000 $30,000 26. 8-Inch Double Check Valve Assembly 1 EA $30,000 S30,000 27. Concrete Straddle Block 2 EA $1,500 $3,000 28. Bentonite Trench Dam 1 EA $1,000 $1,000 29. Locate Wire Test Station 2 EA $1,500 $3,000 30. Connection to Existing Water System 3 EA $3,500 $10,500 31. Abandon Existing Water System 1 LS $7,500 $7,500 32. Miscellaneous Private Property Surface Restoration 1 LS $5,000 $5,000 33. Seeded Topsoil Trench Restoration 1,709 SF $4 $6,836 34. Permanent Asphalt Concrete Trench Restoration 133 TON S120 $15,960 35. Pavement Marking Restoration 1 LS $1,500 $1,500 Base Bid Subtotal: $582,116 Contingency(5%): $29,110 Base Bid Total: $611,226 2 PFI fees based oneet of work in City of Tigard ROW ITEM# Description Unit Quantity Unit Price Total 1 Backfill CY 64 $ 3$' $1,600 2 AC TON 37 ).,29�g'D $4,440 3 Striping SF 0 $10 $0 SUBTOTAL $6,040 4 Traffic Control* 63% $20,000 $12,600 5 Erosion Control* 63% $10,000 $6,300.00 6 Mobilization* 63% $52,700 $33,201.00 SUBTOTAL $52,101.00 PFI fee 7% $58,141.00 $4,069.87 *Indicates areas that will be covered within ROW excluding HDD work since it will be underground. Based on percentage of Water Main that will be replaced within ROW and applied to total sum from the provided Consultants Estimate CURB LINE A LANE 4 PARKING LINE - r_A. --I ��_M.__ LANE 3 STREET C/L r ...-_ A. ( J _ ..�_a ,,E LANE 2 LANE LINE - --- -- C I I A -P LANE 1 PARKING OR ���g�y - _ BIKE LINE >LLJ�1: ,.___ BIKE OR PARKING CURB LINE - 'NOTE: GRIND/INLAY IS REQUIRED TO CURB LINE WHEN REMAINING TRANSVERSE CUTS LONGITUDINAL CUTS DISTANCE BETWEEN LANE LINE AND CURB IS LESS THAN 4'. D(MIN) D(MIN) LEGEND: --I NEW PAVEMENT RESTORATION STANDARD: L-- (PAVEMENT LESS THAN 4 YEARS OLD) 2'THICK MIN GRIND/INLAY 2'THICK MIN GRIND AND INLAY IS REQUIRED SEE NOTE 4 TO THESE LIMITS. I I k\\\1 OLD PAVEMENT RESTORATION STANDARD: FULL DEPTH PAVE MENT(PAVEMENT MORE THAN 4 YEARS OLD( REMOVAL 2'THICK PAVEMENT GRIND AND INLAY LIMITS BASED ON DEPTH OF TRENCH ID) III TRENCH EXISTING VARIES LIMITS T-CUT: PAVEMENT PAVEMENT PATCH IS REQUIRED I'BEYOND (ITN TRENCH LIMITS- TRENCH LIMBS AT TOP OF PAVEMENT. EXISTING BASE ROCK EXISTING ITYRI SUBGRADE TRENCH EXCAVATION LIMITS JIII ITEE) NOTES: SECTION A-A 1.ALL CUTS TO BE PERPENDICULAR/PARALLEL TO DIRECTION OF TRAVEL 2.ALL PAVEMENT PATCH JOINTS AND ALL CUT EDGES SHALL BE SAND SEALED PER ODOT SPECS. 3.PAVEMENT REPLACEMENT IS REQUIRED TO THE NEXT ADJACENT CURB,PARKING,OR LANE LINE WHENEVER A TRENCH OR DISTURBANCE OF ASPHALT OR SUPPORT MATERIAL EXTENDS BEYOND SUCH LINE. 4.FOR STREETS WITH EXISTING AC THICKNESS OF LESS THAN 4 INCHES,COMPLETE FULL DEPTH AC REMOVAL TO PAVING LIMITS AND REPLACE WITH MINIMUM 4 INCHES OF AC. 5.RESURFACING TO BE,LEVEL 2,1/2.INCH PG 64.22 ACP(LEVEL 3 IF ARTERIAL OR COLLECTOR)OR MATCHING EXISTING,WHICHEVER IS GREATER. 6.STOP GRIND SHORT OF EXISTING STRIPING IF STRIPING IS IN GOOD CONDITION rIPI PAVEMENT CUT STANDARD, SCALE: NONE TIGAREI TYPICAL LAYOUT DATE:MAR 2021 262