The URL can be used to link to this page

PFI2019-00307 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT rig a COMMUNITY DEVELOPMENT Permit#: PF12019-00307 Date Issued: 12/19/2019 TCCA[ 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Parcel: SEG75 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: Tualatin Valley Water District-Metzger North-South Fire Flow Project Project Description: Metzger North-South Fire Flow Project. Installation of 10,000 feet of 16"and 12"ductile iron water transmission main. Class of Work: FEES Type 1 -Utilities(gas, electric,data) Description Date Amount PFI Permit Fee 12/19/2019 $56,647.00 Total $56,647.00 Owner: REQUIRED INSPECTIONS Call 503-639-4175 for the IVR inspection request line or visit the City of PHONE: Tigard website at www.tioard-or.gov to schedule inspections online. Contractor: PHONE: Applicant: ANDREW BARRETT PHONE: 5038483091 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: Zt ( - Issued By: Lw+i7 Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PFI2019-00307 Type: Condition Name: Status: Severity: PFI_Utilities 01 -WORK SITE REQUIREMENTS Applied Notice Applicant must comply with all applicable provisions of federal and state law,the Tigard Municipal Code, and the terms of any agreement with the City of Tigard regarding work to be done pursuant to this permit. PFI_Utilities 02-WORK SITE AREA Applied Notice The work area and approach roads shall be maintained in a clean condition,free from obstructions and hazards. The spreading of mud or debris or storage of materials or equipment of any kind upon any public roadway is strictly prohibited and violation shall be cause for immediate cancellation of the permit. The City may at any time order immediate clean-up and suspension of work to accomplish clean-up. PFI_Utilities 03-WORK SITE EROSION CONTROL Applied Notice Prior to starting work, effective and approved erosion control devices must be installed and maintained meeting the Clean Water Services and DEQ requirements. The City may at any time order corrective action and suspension of work to accomplish effective erosion control. PFI_Utilities 04-WORK SITE REPAIRS Applied Notice Disturbed landscaped areas shall be restored or replaced. Existing signs, pavement markings, mailboxes, etc.shall be reinstalled or replaced,with like kind of material. Obtain City approval of restoration work. PFI_Utilities 05-TRAFFIC CONTROL SPECIFICATIONS Applied Notice Applicant shall provide traffic control according to the current edition of the"Manual on Uniform Traffic Control Devices [MUTCD]for Streets and Highways", U.S. Dept. of Transportation, FHWA, current edition,American Traffic Safety Services Association [ATSSA], and Oregon Temporary Traffic Control Handbook[OTTCH]. PFI_Utilities 06-TRAFFIC CONTROL PLAN Applied Notice Submit a job specific traffic control plan. A copy of the approved traffic control plan shall be readily available at the work area.Traffic control devices,flag persons, etc., shall be in place prior to initiation of construction work and shall be effectively maintained. PFI_Utilities 07-TRAFFIC CONTROL ROAD CLOSURE Applied Notice Public roadway shall not be closed to traffic, at any time,without obtaining written approval from the City Engineer. The applicant is responsible to provide 48 hour advance notice of traffic flow disruptions to affected businesses, residents and area wide Emergency Services: 503-629-0111 (Tigard Police Dept.,Tualatin Fire& Rescue)and to 503-962-8140(Tri-Met) and 503-431-2345 (Tigard School District)and other service providers impacted by such closure. PFI_Utilities 08-TRAFFIC CONTROL ADVANCE WARNING Applied Notice Advance warning of traffic disruption shall be provided to the public by placement of an approved advance notification sign at each end of the construction area 72 hours(min.)before initiation of construction work. PFI_Utilities 09-TRAFFIC CONTROL PROPERTY ACCESS Applied Notice Access to existing properties shall be maintained at all times, including normal delivery service and mail service.Obtain City approval of any access closures. PFI_Utilities 10-TRAFFIC CONTROL WORK HOURS Applied Notice Work is permitted in daylight between the hours of 7:00 a.m.to 7:00 p.m. Mon-Fri unless otherwise authorized by the City. PFI_Utilities 11 -TRAFFIC CONTROL LIMITED WORK HOURS Applied Notice Hours of construction work on collector and arterial roads will be limited to 9:00 a.m.to 3:00 p.m. unless authorized by the City Engineer. Work will not be permitted on collector and arterial roads between 3:00 p.m.to 9:00 a.m. unless authorized by the City Engineer. PFI_Utilities 12-TRAFFIC CONTROL MODIFICATION Applied Notice The City reserves the right to add to or modify traffic control requirements as necessary to effectively control traffic and to assure public safety. PFI_Utilities 13-DRAINAGE CONTROL Applied Notice Drainage shall be controlled within the work site and shall not adversely affect adjacent private property, public property and the receiving system. The City may at any time order corrective action and suspension of work to accomplish effective drainage control. PFI_Utilities 14-UTILITY NOTIFICATION Applied Notice Oregon law requires following the rules adopted by the Oregon Utility Notification Center. Said rules are set forth in OAR 952-001-0100 through OAR 952-001-0080. Copies of said rules may be obtained from the Center by calling 503-246-1987. If you have any question about the rules, contact the Center. NOTE: Damage to utilities shall be corrected at the permit holder's expense. PFI_Utilities 15-UTILITY LOCATION CONFLICT Applied Notice Applicant must verify all existing utilities for both vertical elevation and horizontal location prior to start of work(pothole before digging if necessary). Should conflicts arise and redesign or relocation of facilities be necessary, it shall be done at the applicant's expense. Changes must be approved by the City in advance of work.Applicant shall coordinate the work with affected utility agencies. PFI_Utilities 16-TEMPORARY PATCH Applied Notice A temporary hard-surface patch shall be placed on trenches within roadways at the end of each work shift. Obtain advance approval of patching method. No trench shall be left at any time in an un-safe condition. Applicant is responsible for and is liable for hazards or damage resulting from the prosecution of the work. PFI_Utilities 17-REPAIR OF EXISTING FACILITIES Applied Notice Work under this permit shall include repair of existing facilities(roads,ditches,etc.)as may be necessary, as determined by the Inspector,to overcome deterioration or damage which occurred in conjunction with the work authorized by the permit. Corrective work shall be done at the applicant's expense. PFI_Utilities 19-PRECONSTRUCTION MEETING Applied Notice Before initiating any construction activity,the applicant shall coordinate with the City's inspector, <Insert Name>at<Insert Phone#>,to establish a preconstruction meeting. PFI_Utilities 20-NOTICE TO COMMENCE WORK Applied Notice The applicant shall notify the City's Inspector twenty-four(24)hours prior to commencing work, prior to any staged inspection, and after completing work covered by the permit. PFI_Utilities 21 -PERMIT/PLAN ON SITE Applied Notice A copy of the permit including a Certificate of Insurance, and all attachments, and a copy of the approved construction plan and all amendments shall be readily available at the work area. All work shall conform to the permit terms,conditions and provisions and to the City approved permit plans, and approved plan amendments and to the City's standards and specifications and to these General Conditions. Changes to any of these must be approved by the City, in advance of work performance. PFI_Utilities 22-DAILY INSPECTION REPORTS Applied Notice Applicant shall submit daily inspection reports,on a weekly basis,to the City's Inspector. PFI_Utilities 23-MONUMENT PROTECTION Applied Notice Existing monuments, property corners, and survey markers shall be protected. Replacement shall be at the permit holder's expense. PFI_Utilities 24-VALIDATION OF MATERIAL/CONSTRUCTION Applied Notice The City's Inspector may, at his discretion, require tests and or reports from the applicant to validate claims of material or construction adequacy/compliance. Such tests/reports shall be provided at the applicant's expense. PFI_Utilities 25-EMERGENCY CONTACTS Applied Notice Provide to the City inspector, in writing,the names and 24 hour emergency telephone number of two(2)persons who have authority to resolve problems,take corrective action and, in general,will be responsible in case of any emergency. The applicant shall notify the City Inspector, in writing,of any/all assignment changes. PFI_Utilities 26-RIGHT OF ENTRY/EASEMENTS Applied Notice Applicant to obtain proper right-of-entry and/or easements prior to starting work. Proof of right-of-entry or properly executed easements,shall be provided to the City. The City shall in no way be construed to be liable for the applicant's failure to obtain or provide for proof of right-of-entry or easements. PFI_Utilities 27-PRIVATE PROPERTY AGREEMENTS Applied Notice Provide the City a copy of an executed agreement[s]from the owner for each private property disturbed by construction activity. PFI_Utilities 28-AS-BUILT DRAWING Applied Notice 1,2,3,4,5 28-AS-BUILT DRAWING One as-built drawing showing all new public improvements, including any revision made to the previously approved construction plans and, also, any improvement which may impact an existing public system or facility, shall be provided to the City by a registered civil engineer along with an engineer's certification of installation compliance (Certificate of Compliance). 1,2,3,4,5 28-AS-BUILT DRAWING One as-built drawing showing all new public improvements, including any revision made to the previously approved construction plans and, also, any improvement which may impact an existing public system or facility, shall be provided to the City by a registered civil engineer along with an engineer's certification of installation compliance (Certificate of Compliance). One as-built drawing showing all new public improvements, including any revision made to the previously approved construction plans and, also, any improvement which may impact an existing public system or facility, shall be provided to the City by a registered civil engineer along with an engineer's certification of installation compliance(Certificate of Compliance). PFI_Utilities 31 -OTHER Applied Notice Other RECEIVED IIICity of Tigard SEP 12 Z019 PFr :�� 1 : ENGINEERING DEPARTMENT CITY OF TIGARD NNIN 'ENGINEERIN( 11t, t�;1a Public Facilities improvement (PFI) Permit. PROJECT INFORMATION . Metzger North-South Fire Flow Project(P-156) TYPE OF WORK Project name: g ® TYPE 1—Franchise Utility Work Installation of 10,000 feet of 16"and 12" performed by NWN,PGE, or utility Brief description of project: agency ductile iron water transmission main 0 TYPE 2—ROW Sidewalk/Driveway/Sewer Work performed for the purpose of: • Sidewalk installation or repair • Driveway approach installation and repair SITE INFORMATION • Sanitary sewer lateral installation and Location (address if available): Varies main line tap 0 TYPE 3—Full Scale Development Work 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 1850 SW 170th Avenue water service area Mailing address: Beaverton,OR Zip: 97003 0 TYPE 4—Small Cell Technology City/State: Phone: (503) 848-3091 I: TYPE 5—Tigard Triangle Email: andrew.barrett@tvwd.org Phone: (503) 848-3091 NOTE: Type 1 and 2 applications may be Contact name: Andrew Barrett emailed to rowpermits g ward or.Qt Phone: (503) 848-3091 Email: andrew.barrett@tvwd.org CONTRACTOR INFORMATION ❑ Same as applicant Name: To be determined after selection of a contractor CCB Number: Mailing address: City/State: Zip: Phone: Email: ENGINEER INFORMATION Name: Stantec Mailing address: 601 SW 2nd Avenue Suite 1400 Portland,OR 97080 City/State: Z1p: (503)220-5415 aaron.eder@stantec.com Phone: Email: ADDITIONAL INFORMATION Estimated value of work is required(if over$5,000):$ 7 million (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-or.gov • 503-718-2421 • Page 1 of 4 APPLICANTS NOTE: Person specified as"Applicant"shall be designated"Permittee"and shall provide financial assurance for work,if required by the city pursuant to TMC 15.04.140. * With the exception of a utility operating pursuant to a valid franchise or license with the City of Tigard,when the owner and the applicant are different people,the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner. The owner must sign this application in the space provided or submit a written authorization with this application. Franchised or Licensed Utilities are not required to obtain the 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. WkivJ 4 iyipcw Bo( pr-c; fsiL4L9_ Applicant's or authorized agent's signature Print name Date N/A Property owner's signature (if required) Print name Date Case No:, �% /9'49 ermit fee: S',Totr7-o o Received by: Date: J//..�.f Approved by: 7i 7 ) Date: ///2-6/2 6/9 Notified by: F v I g Date: /// City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 2 of 4 DEVELOPMENT ENGINEERING FEES Public Facility Improvement(PFI)Permit: INITIAL PFI PERMIT FEE Part 1: Required submittal fee is 10%of the Net 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%. volt STAFF t'SE OM.) FOR S F 1I I I Sj. ()NIA TYPE 4: SMALL WIRELESS FACILITY Tl PE I —3: I)ETAILI:D SUB CHECKLIST REQU IRI;M1ENTS 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): 0 Small Cell 0 Macro 0 Street Name How many install sites are proposed as part of this permit ❑ Site Address application? TYPE 3-Must provide 4 sets of plans(sized 24 x 36 or 22 x 34)and an electronic version of all submittal The proposed equipment is located on which of the following: items. The plans must that include: ❑Public Right-of-Way ❑Private Property ❑ Cover—Site,Vicinity,Abbreviation,Legend If equipment is to be located on private property,describe the 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 O Composite Utility Plan(Electrical,Phone,Gas, Storm, Sanitary,Water,Signage,Street Lights,etc.) O Details O Traffic Sight Distance O Signing and Striping ❑ Street Light Plan and Photometric ❑ Engineers seal/signature O 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) O Traffic Report ❑ Storm water Drainage Calculations O Geotechnical Report O Preliminary Access Report(Sight Distance) O 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 1 i Q s1\ ,.Z 11 ; I: Edge of Pavement .1;04.\Streetlight ....4.....— Ditch �•OM� r— t �{ Rn :: .7111:1: : i b • T"'PfdlSVCIrSiwif'r riff 1 4. i • a) N I , rte-' v) . Existing House I �� I Existing ,. >s • Driveway . d1 V' I I C, w • ;^. , 21 j I I Existing Shop i Powerpole , . I .`-e' 1 g Q •b I • r-vN Fire Hydrant(FH) 1 I I , 1 I Scale: 'I"=30' I I , I i I 1 TYPE 1 AND TYPE 2: MINIUM SKETCH REQUIREMENTS (Put N/A if nut 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 5 Stantec N ® e v uWASHINGTON Q• l jr PROJECT* LOCATION pEl PACIFIC to oRr , . OCEAN -i.7 EVOENE _ m _ © Q fio ;w a ,RNs !'7 BMW. Q OREGON ,,, ra TUALATIN VALLEY WATER DISTRICT s ,,nom,,, 1 IDA HO TUALATIN VALLEY swum,.FABLE O I IFO''LN I NEVADA I LOCATION MAP NOT TO SCALE I I TUALATIN VALLEY WATER DISTRICT SERVICE AREA PROJECT LOCATION I oRS N `s HARE _ FERRY FEAR. (Ay a oEOAR MRONlitc— RR.$lti“,METZGER NORTH—SOUTH FIREn « EgoLFR LNR.oEL4 RFo .BORDERS LLEHMANN ALGAE 3 HFLOW PRO E T — asEOP. L.NOAN ANP. �soJ C P 156 IaNMENT �N=T( NAPLELEAFm o s SArOAK a0.�°CAR I90% DESIGN SUBMITTAL °" SPRUCEIT MAE ARE RV SEPTEMBER 2019 "SSE" �yx HA oS RAYLOR ,9�NTHER x _ _ ONLON i:e 3 R U a , r� CM p1Ni f�'J1' f OOETOP v `6,,,,,, KVO U E 8 x 6 w 7:3 E VO rzH 00/e yUN+om H�Ns A hH 1,.. �q5 eek �W-.v�, FEVELANO SOUTHWOOD r, Cry "TFq CONZ x F F „4:. (� OA ;ODO HAMPTON A a m 5 = suneRonK ''' e STANTEC PROJECT NUMBER:2002005599 VICINITY MAP NOT TO SCALE Is i P ; ,. s tr, 'M [ V ,"itt t: . , ; " | k ` / | .. 221 ,3;@FIV ;G;;gNgE. s2 2,22. EH " " 4 ; ; | ; ; ; ; ; ! | $ ; -UM i' § i:W Mi ` ^ - - /§) / 17\i' \ \ g ( ( \ ( ( ( F..il ilM 1 \ \\\ / \ i ; ; § § § § f2,1" 4 ,1"rn tf '-" - _ " § § ! 6; ! § ! §� § .6g,m ; ■ ; K! ! \ - . . 11 ( T'2F.' ) § §) § p. '72 ) § §) § § § / go.. ( . .8. | . . . . w § ; = n ; ; = lT, W = : ; l , t , t # , l = - = l § § ) ; § ; 9[§ 8,618. \ jj ! § § 4 § 2 § § § f, � A M ielgMM,11 § ! ! ! -WilFg W R ] § ! ! ! ! ! § § ! ! § i \ \ \/ / § / §§ f \ § l ! § / / § § § § § / / § ) i ] § \ \ § § ( j §§ \ § i ; \ \ \ \ \ 0 < 00 = } } } \ \ }\ }}} } \ } \ p, m g \ \ \\ \ \ \ � , \ § § iiii M l . , - i22 ! § M'ilVf ) j \ \ \ ..,,r, \ ( - WnizI, W„ t; \ | ! » 8! « g! �»@ t }( ©ii I/� /2 » : VALLEY WATER !n ! _= /o2 - C O S, ta nt@c ”`i. ! $V `T. -- VI -"'" § I; – | _�m j\ G .__ :mw_. ,_;/qe Imed : __ QA —__$ _m, — _ r.:71===:: __ _ GENERAL NOTES GENERAL NOTES-CONTINUED ABBREVIATIONS GENERAL SYMBOLOGY REFERENCE SYMBOLSUe€ GENERAL coxsmumiwwoms 'URWEYNOTEs N' ARAN ABANDMI I I NEW COTRUWINTI CTN SECTION E,EEAON 1 ME s..M.Iw.Rn 4--� fip T.eerweECP°N1iLLWWOORKINc NOTIFY THE RECIVIEomTmroT'w'DiE INSPECTORS a"OJETCONAw`CiE,swins XO""s , BAMS OF.... ES EXISTING(SCREENED, ARNO ABANDONED Tenon""" NECEIS SSARY ro PErr EXIST.. TESTSPAVEBEENCC ON« AND BEIV.ENTWO(NCOR3 NEW WORK 511.11.NOT SEMPLE DN. "sPN ASPHALT FUTURE(PHANTOM • SECTION ; S EOm A O�. SrA KX'.JmE P DGR'„T aND WDBN PLDOE3 . i/ / EXISTING TO REMOVED DR DEMOLISHEDg Apli �irf SD ,,n, illi 2.corn c RO .VERMrloc6nort O HOLE.oateo. trorrNE9WHERE R cDNnucroRsir.uroTHOLEE,sTIMun E320DEEET/READ BLVD BOOLE/MD FOOTING BTS OF LAYING PALE AT ALL CROS CONFLICTS.5E."Er`, UTILITY LOCATE GPO °T" ;,. :111PBFEET.WPM ME OWN..REPRESENTATIVE PRIOR N :a aEo'A`L•'a°°''u"z'"°. G3 me3lsoFELEVATX" PIPING AND UTILITIES DEEPS PE"'",G" °°"""°°' IP a€€fl MOST RECENT THE DAN.DF ELK,ANDN F..THS sm,...W.S ESTABM'NED mom w.s,.NGTON . CATCH BASIN CARV COMBINATION AIR RELEASE VALVE el) m lip g , . .0g=w J.ALL CONSINUCTION IS TO BE " m g.r ",DI„'",ER T"noNcoroll MEET(STATIDNGc_DzzRx). -.. _` DETAIL t g =s�€6 ICWSIsrANDARps(INCLUDING EROSION PREVENTION AND SEgMENI F THE PURPOSE OF THIS SURVEY ME BENCH MARK WAS OBSERVED AT RINEC, r--- 9g6m t FD SERVICESCONTROL, nwrCSR,ERCWSFEUrE�Eo om min RULES MART CHAPTER S'Uxtss M. CWS CLEAN WATER SERVICES GH OVERHEAD UNE' ac.IE.r,a g�L q 1 NOTED ELEVATION.IBPINT.FEET.... Ss IMDERGROUND SUETARY SEWER LINE I . 9n.MMnF-m N A.ALLEMSTINGMIMESDI3,IPPEDBYCONTRACTTORSHALLBEREPARED DEG DEGREE : S�NDN. MMEONTT AND THE RESPECTIVE LIMIT COMPANY NOTIFIED.THE DISTURBANCE BEFUA24 BRASS DOISTAMPED TTRIP MEM,m5WASH.co.SORL.EYORS SD uNDERCRouHDSTGRmoRAmL.,E L.._.._-. DETAIL vmmo NORSHALLSU K,NOINFORMR wmERS aVF.STATION LSIouiED.rTHE mIERSEcnoNOFswLANDAU STREET.wsW,S• opy D°A"Ew °N w I.EFRGRouNDWATER L"E ME OD 1:I 5.REPRESETATNE 0 E E EAST I11F 8.THE CONTRACTOR SHAM.NOT DMIAGE OR CUT EXISTING A.C.PPE.EXCAVATE APO EG ;IE uIDERGRaROPoWEREXITG GRADE ESPOSE EXIST.A.C.PIPE UNTIL APPROPRIATE JOH.ARE EXPOSED,DISCONNECT EL THE AC,PIPE JOINT AND REMOVE T.APPROPRIATE SECTIONS OF AC.PIPE WITHOUT ELEC ELEVATION EASEMEN ELECTRICAL G UNDERGROUND GAS LINSTATEMENT TOPOGRAPHY AND MAPPING SYMBOLSAND IN _ `" EEXISTING r uNDERGRWNO,ELECOME `a�e" :RG:°D"VESHOWN ""Eo" FROM ` °Sv" eREDUIREMENrsDFOEGONRMSEDsrAn,rs,oslaroD,HRouGN oOSERoo� oIDeouo�AKmGr TI uNDERGRoux°c.aLE,vL.E Mco.is II CUTTING POLLUTI APP XISTING WINGS T. €,„ 3. HuEHAneo �ODN FLANGE FLANGED THE uo SUPPLED 3 Er EETFOOT FO UNDERGROUND FreER OPTIC IPE AMOR, camFINAL LOCATIONS a3D ALL VALVES VALVE FIRE HYDRANTS.AIR RELEASE P9EEA.EDER" RWICEOR.�DDNDSRRERFURXERDDESNOTABSEMB<EB RCONNECTION N AAY .SEWER WaRR THAT N UNDERGROUND SHOWN.REm EXACT LDKNUTEwMANENTSIGNS,ANCATCH BASINS SHALL BE LOCAT 11. 11 CONperoamarCOORONATEPLLLDc.° c*THED�CRIIBEDoEfswm xsCERIrF.ATTHEARE.C.E.EE.CUUTELYAs 11 111 1 FRO. AVµAB2 SURVEYOR LY GM GASmeTmT. RSRPR LOCATED INFRGRDUN 8.UTILITY CONSTRUCT..S WI DIN ORDER m HIGH 111111IAUTBMES REMAINING N YIEra ED , „NET `RUPD I DCAS CONFLICTS NTH EXIST. VKE BRU , MRING DIAMETER - - - STMT.FLOW,. IN NCH ENCING RECMI.MENTS FOR S.M,m,E CE THE WORK AREA AND AND PPROACHROADSIS ERESPPONSII M m WATER LRE coxsTmKigN NDTEs •••••••••••••••••»••••,•••••• BUXIMG FOOTRRIm LINE CLEAN CONDMON,FREE T.CONTRACTOR.THE FROM OBSTRUCTIONSANDHCH A ORSHALL.EDRMOVIMRANDOWNER.REPRESENTATwE5WORKING � EDGE 10.ANY WRITING AND APPROVED FTERPL1NAPPR-VALMUSTBESUBLIMEDIN E. SCHEDULYS E O; SH;: SHUTDOWN WILL HM KmDERMORGAN I TEMPO VEDORCmEREDTOT GwN�E 3„DP NOTIFICATION EDDi 11. THE END ® SANITARY SEWER MMINDE se SATTISFACTI OF R.RRmaESENTATME STEELSHN COVERED PLACEMENTS SERVICE • � ` BE UNITED TO 38 HOU.N ANY ONE LDDATON.BEYOND 3B TK"OFEXISTING VALVES SHALL ONLYBE PERFORMED BMW.STAFF. ® VOW SHALLMIX P. PAVED. E SHALL E M ��EDTED.NDm E LBEHEPImDR OPE.TION N NEW M, MISCELLANEOUS NT . GAra ENTER RD� DLRDOR DAMAGE RESULTING FR.T.PROSECUTION OF MREa.RED EaREE � ES N NN,NDR.NG • s«-SEWER c��RrE� 1111 1 i � �� m Wa,mV IIIIIII= wLTAWI EMOTO MIR.OF DOWNSTREAMRKNY DAMAGE SmOLTNG FROM SUCH DEVELOPS NCIH EPRE"URE BEF ^ ROaaMN SILTATIONEROSION AND SHALL BE CORRECTED AT THE SOLE EXPENSE OF THE CONTRACTOR PPE FITTINGS. L PLACE SAIL PLASTIC SHEETING BETWEEN THRUST BLOCK AND MR OREGON E WATER METER ORS OREGON REVISED STATUTE ANDIOROGxEp�.rIE CONLMCTdt13.THE CONTRACTOR SHALL ,BHNLGNE N ACCESS TT,E N....w.O ML ,R.PARTMEM,M.NAGFR Y MUST i'"ic IGTpNSAND0LV0EK.WEBOXES AND LIDS AS°UTLmED m 1,1E TECHNICAL PE POLYETHYLENE FIRE HYDRANT END G OWNER T4 E/&HOURS 2140ORK DAY,ro3WiL FS001EACCESS T0DRIVEWAYS AT T. - • FIRE DEPT.CIWEC,YJN 108 ELECTRIC RISER COUNTY,CITY OF TIGARD,AND THE UNIFORM PLUMING CODE AS APPLICABLE ALL IN THE TM CONTRACTOR OF TIE IMPROVEMENTS.THIS PROTECTION TION LAXIED TO.TREES.TARDSKENCES.DRAINAGE UNE,µ�mCLUDE.BUT NOT BEL MATERMS SHALL BE OF 14EW SHALLUSED MATERIMS MAL.ALLOWED.ALL MATERIALS NTRpBUI 8.222.MATERIALS AND WORMIANSHE SHALL cow,wrtHlvwo.Aws,WASHINGTON M RESTRAINED... ROW RIGHT OF WAY ® ELECIPoCMz • XES.DRIVEWAYS, PROVIDING EVIDENCE THAT THE MATERIALS USED IN THS CONSTRUCTION WERE S SOME/SLCPE 3 • IF ANY THE ABOVE,T RORpTEAHIu%IXiMEP&NEL BE dTION AS POSSIBLE di�REPLACED AS MEQ. MANUFACTURED BE PLOWED. IN THE UNRE04T.TEs.NJ fOI,ESN MANUF.ciURED M41ERmL9 WILL ® ELECTRIC TRANSFORMER E01.1 STORM DRAIN MANHOLE NECESSARYTOM M 9.AGAWAM RES SS SANITARIESEWER PIPES .a�C.wms0E511.E000 DUCTIL.Ei TO CLAA921SS 5.1 WITH RAmmae ! u°xr Pnt Pemit/Seal ,'.SPECIFICAEL`i DIRECTED" YTHELHALL CIITYEENNCI'ENE°EaoPRo,ECrEDEXCEP0.ALL BACKMAN THE RIGHT OF WAY OR,Aro TQM EAS SHALL.OF PUMP 00051040 , STA,o,,,,w,Esr ® GRIMMERXmI 90%DESIGN TFOR A TALWORK CONSIDERED NECESSARY TO COMPLETE THE PROJECT..AN 18.THE CONTRACTOR SHALL PERFORM ALL ME WORK SHOWN ON THE DRAWINGS ANO"" oCePTA.io`e°r`".AMS,ro°raRe1`cBmPCpM°ACT'«,�"EN,°es. TOP TOP OF PIPE � PP VALVE NOT FOR E MANNER. 1ASSEMBLIES 1.PRIOR TO 1.414.ITE CONTRACTOR SINT ,mGAND o'uRIN.. «� ATER MMNS TVP ^"CUL WATER as,Rkr ® C.SiINIt CONSTRUCTION I,T.CONT.CTOR AND OR SUNCONTRACTOR SHALL HAVE A M.MUM Of OM SET OF CMSTRUCTION PHASE WHILE AT ALL,ICES WRING EACHPASTING SYSTEM AND BEFORE ANY SERVICE CONNECT...6 MADE.PR 0011.I ® LEL NPR!MET.pi02d 03 20H WOCITY APPROVED CONSTRUCTION RK SBE THE JOE SDE TEMPORMY TMPS FOR THE CHLORNATON INJECTION AS REOPRED.PLUG WA WASHINGTON pApo"s.mk OocumN..dro,bem WI wrof I 2.ML MATERIAL SUPPLERS SHALL PIMP 8 TELERSIE MANHOLE mE/de2 w c.ck.E ma kb WffNS CEIC.r00IOFBYE.�CCEYFIIBE OF1NE 7FR*IRACIT TEMPORARY TAPS'MTX PLUG UPON ACCEPTANCEOF NEIN WATERLINE.PON COMPLET.N OF WMALLATION OF THE WATER SYSTEM.ML LEES STML BE WD wWITIMUT ATERME,ER ® X NMd MpngXdnacammerXml�. WITH THE OWNER/DEVELOPER,ME CONTRACTOR CENTIMES MAT ALL MATERMS FLUSHED AND MSINFECTED IN CONFORMANCE WITH OREGON HEALTH DENSION DELTERED TO TEE JOB SIT NALL MEET CR EXCEED THOSE SPECIFICATIONS.ANY GM:ELMER AND THE REM/REPENTS OF THE OREGON DEPARTMENT OF MATERM NOT CONFORMING O THE OWNER. SHILL BE REMOVED COST 10.UPON COMPLETION CM THE WORK.THE TORSxM.L LEAVE THE...MAR. COMPLETION.THE 14.111.78 TEST PRESSURE SHALL BE 150 PM FOR LINES WORKING A AND AT ® UTILITY BOX URLR,'rc(E WI.OPERATION FREE OF DEBRS AND UNUSED AMTERMJS. FnME'T1IE DESIGN C(4RAlgH PRESSURE,TNERESNO ® VAULT 13.THE CONTRACTOR SHALL DISPOSE OF THE SUPERCHCORNATED WATER IN APPRO., MANNER.DO NOT ALLOW PRINFECTION WATER TO FLOW INTO WATERWAY MMOUT PG REDUCING CHLORINE ALLOWABLE LEM... o ML BOX 3 O V m' AL ro.SAFE LEVEL MANDATED BY DEO. o SI LAI POLE MJ THE.MAY BE SHORT ,•. SYSTna EM MAT ARECTOR'DIFFICULT OO�sEIN"TE.TPPE TEOrie°RSRREEPPRRESENTTATIVEUNE AND AND F anT TO TIE EXISTING w o Of 33dAGR La ALTERNATIVE METHOD OF PKKmss Rae SENTANc 0HLORBJE SOLUTION SHALL REMAIN FOR THREE ® 9021100NG WELL s g 01 02 O0 02 o"BYSOAKING,INPc'LONTT APPROVED BY m<N W CHLORINE SOLUTION STALL BE 15.CONTRACTOR SHALL PROTECT WATER PRE 9 wEVAnTEsrPm u Fes-o GEBRIS AT ALL TIMES.CONTRACTOR P ALL CAPEMDS FROM ANDOOR COVER PIPE ENDS AT T ENOER NO • REP aF EMI Wates Ar. mrsc¢IAmEWs Project No.:2032C0.5599 HOMER'S BEFORE G.THE 16.PPESHALL SE CAPPED AND COVERED PRIG,TO TRANSPORT FROM MESUPPLER. µA jNE-B000332 00 S Pon.0744.47 SC ,,. sNAU HAVE RESTRAINED JOINTS PERTWWDsrAx°Mm 'PEEP KErs mHCONr.uATlOx SHEET Her SYMBOL Sc de:NO SCALE ALL PmING SYMBOLS 0 svmeW TRIANGLE CIVIL UNIT SCALE BAR A Ps, D°nn- L.� Ttlem N.... I NORTHARROWRow GENERAL NOTESmD.d y• NA BREAK SYMBOL NORZO ED w E ABBREVIATIONS,ANDIo THERE HORIZONTAL O S, y i -'1 STANDARD SYMBOLS 6v Lnnatsv.,eoLvERrosCALEL FEET �0ANDVERnc'''CALF' Revision: Sheet: Sof 62 i° 4 'PMOL Drawing NO.G-3 ELEVATION(FT) ""sign"s§gg§iragail"agrag§oggagug5N§§'gngii5 s§soigEE§o8g§ • STA n s cAirAte • • • STA 59.40.11 • SLOW-OFF WWMOLE-0 • STA Se•10.13 STA m66.10 CAM-1• STA13MN23 y3� SLOW#F 1AWM•-. STA1t•0.91 • CMV-13 STA I1•0.81 • STA 7.36.88 • IB SLOW-0FF IMNNOIE� • 13 STA 65Mq.59 Frio CAM.,, N STA BS•M28 • O CMV-l0 i STA OW#FMAMMOIE-0 a t, `? •STA 575.04 _STA .111 33 8 i rng STA 4.99.00 CMV-1 tt STA u•31.31 BLOW-OFF wwMae-z • • • • • 41. • • STA 39.18.13 curvy tit STA 3:4e.16 CIRV-0 STA 31•33.81 ,1 4, CAM. STA 38.11.12 611Y SEWCES A 27•11.S1W h. CAR. SE STA WHO AS SIOW-0SFNMMOLEI 8 STA IS.S.SS CMV-1 S STA 10.10.00 CAAV-1 STA NON T N IT o0 OIW I8astgsg8ggglagff"sgNgWV§oggaggogV§5§§g/151 11o14Elaigli§ ELEVATION(FT) Q s 'A"R s Client/Project 0Im TUALATIN VALLEY WATER 1X O 3 E n DISTROT < i ® Stantec $3 gas H=5 METZGER NORTH-SOUTH J c�.m — —— �/ • •IR< FIRE FLOW PROJECT gas n A __ __ t> Roma., A,•a�•.19m rya $ z Z _- .I1S%ffi,3 g q S Z +—= TVALATIN VALLEY BEAVERiON,OR 9 a. Issued Revision am.�»,•r.. �,.�ore.....,..r, 1 U9bgp CLASS'A"(UTNE RAMFMI "1A55-Y CRANIA AR BACKFIII /�� £ 0 -PAPE wRAP/ S RAP/su° !id f PE ENCASEMENT 4 g AC PAVEMENT REPLACEMENT. 0 O O R 111111111111111,11111111 C ,*, SEE NOTE 4. I,� MOUND EXCESS MATERIAL TO ALLOW 12'MN SEE NOTE 4 j —i";/.•;".1•1•1'114 ',1.'•.. / ga FOR SETTLEMENT.CONTRACTOR SAWCUT CLEAN EDGE FOR s� I��''�' 6'CLASS'8' \\//\/\/r�r/1�/O/\/\`/\\//�//�/�\ � F SHALL RESTdtE ALL LANDSCAPING AC PAVEMENT REPLACEMENT. \\\\. l� BACKFILL 2 E :� =RI; O O V� 1's TO PRE-EXISTING NDSCAPNG SAND SEAL TRT E 5 EM9nRc ( 6. ISnNc O :211111r1:' iiii ^j 1 tI�I,I''I,�`��L�`lmi 6 f;ff GROUND AC PAVEMENT .1.,•.:,-, p�q \ r "4"' /; �: ! e5 W'17 1 € • DETECTABLE WARNING ROAAWAY �� •— V .ES \ ✓/////%////////� 6»PE1['9 5 TAPE FOR PPE DIA 12 8ee cuss•A r A BASE A © OS /� --4 „SI PS BAe BAq(RL CRUSIE•J/ROCH(O SI J ML.,. �/ . 6 ZGRANULAR BACKFILL .• I II ill / l.-2' ,II■l ,ie� I ./TRACER NILE Fdt ��1r.� �� ; PIPE d0.>72' —1r.... / // 1. ZONE ' 0 rD © M } ...'I II„ \/\ \l\/\\\\\.`./////.iii////////.aPE fi BASE 0 O 1u)CXER qvE Q ALL TTWO E LAYERS Y SND WRAPPED 8 I\��v a 11.. CUT E POLYETHYLENE TUBE IMO FEET LONGER THAN PIPE AND SUP DEER PIPE AS III I I€ r"' Mill i'''. A. FINISHED GRADE.PRON4•d: THICK AC PAVEMENT OR CONCRETE PAD CENTERED SHOWN WWII AROUND VALVE BOXES AND MANNOLES.OUTSIDE AL PAVED AREAS.PAD$HALL 24'MHN, E%TEND A MINIMUM CF 6•BEYOND ALL SIDES OF VALVE BOXES AND MANHOLES, 2 SPREAD ME OVERLAP HYLENE TUBE AS SHORN SO THAT ENOUGH IS LEFT TO PROVIDE I. B. 6.024'S RESTRAINED FLANGED COUPLING ADAPTER. A ONE FOOT OVERLAP AT EACH END OF PIPE. I I I I I I IS I. PIPE ZONE MATERIAL SHALL BE 3(4.-0"CRUSHED ROC(GRANULAR BACKFILL C. +0'%24'STANDARD MANHOLE FRAME WITH•W LA0. COMPACTED TO 95%OF AASHTO -99. D. 6"BLIND FLANGE. 3. TAKE UP SLACK PI THE TUBE ALONG THE PIPE BARREL MAKING A SMUG BUT NOT 2 CLASS'A'NATIVE BACKFILL MAY ONLY BE USED OUTSIDE O PAVED AREAS AND E. 2 EACH-6'%N'CONCRETE MAMAGRADE RING. TIGHT PT.FOLD OVER ON TOP OF PIPE ANO SECURE IN PLACE NMI 2-HAVERS OF REQUIRES DISTRICT APPROVAL.BAO(FYL SHALL BETSIDE COMPACTED TO 90R O AASMIO F. VALVE BOX ASSEMBLY PER DETAILL 4 402 CIRCUMFERENTIALLY OR SPIRAL WRAPPED TAPE ABOUT TWO FEET CN CENTER.(PE T-99 IN LIFTS NOT EXCEEDING 18"(LOOSE MEASURE). G. 6'TMC(CAST-1N-PLACE-RCE CONCRETE BASE. SHOWN LOOSE FORCLARITY)TAPE SHALL BE 10-MIL BLACK ADHESIVE PVC TAPE, H. ALL JOINTS N SLOVENE ASSEMBLY SHALL BE FULLY RESTRAINED NTH MECHANICAL CHRISTYS PIPE NRAP TAPE,OR APPROVED EQUAL. 3GRP. CLASS'B'2/4•-0'CRUSHED ROC(GRANULAR BACKFILL SHALL BE USED NTHIN PAVED N'N FOLOWERS AREAS.BACKFILL SHALL BE COMPACTED TO 95%OF AASHTD T-99. I. 8 go/Dm,EJ R MJ. 4. LONER PIPE INTO TRENCH,BERG SURE THAT THE PoIYWRAP IS NOT DAMAGED,AND K. MAINLINE DIAMETER%6'TEE ROTATED DOWN 45'.NJ%FLANGE. NAME UP JOINT. A. SAWCUT ROTH AND AC PAVEMENT REPLACEMENT SHALL RE PER APPLICABLE K. 43'RENO.MAGE%FLANGE. JJRISDICTONAL REDIAREMENIS L 6'GATE VALVE,FLANGE%M1 S PULL AS SHONE LEVE FORWARD FROM PREMWS JOINT OVER THE BELL AND SECURE IN M. 12-(12'CONCRETE PIER BLOCK W UNDISTURBED NATIVE SOIL. PLACE AS SHOWN, - 5. IF THESE SPEOFICARONS CONFLICT MTH IDE SPECIFICATIONS OF ANOTHER APPUCARLF JURISDICTION,THE MORE STRINGENT SPECRICARW OHALL GOVERN. 8. LAVE POLYETHYLENE FROM NEW PIPE TMS SAME BELL.PROVIDING A DOUBLE LITER O POLYETHYLENE AND SECURE IN M PLACE AS SHOWN...AV I I I I€ � Tualatin Valley Water District. .... DAL'y+IR+B Tualatin Valley Water District"AI.ALAe. 6"STANDARD .In..Tuabtin Valley Water District.. PE BAG INSTALL SANE:WTRD16 TYPICAL DETAIL 4 a� :i3`....0...... N TRENCH BACKFILL E �MARNAM.IM BLOWOFF IN °ETAA` . AWA MODIFIED DIPRA WET DETAIL 8.,...01.01,"`"°� maw INN Ave Am OR O pE MANHOLE 205 IADI/- A...6-..3000 l,: TRENCH METHOD 301WHIP fall ]OVAL mda7....... 2U1 PENTON.-1511 v _( i t ', '.R/ v6r(,a r .<0...... 1111111-71 � �1 ..L.._ I ,• VIII(` Oo „p r••p y�TO R2AREST T Aum MONO _ ” 64."APS RIO .1 /1'' r .DI.wIMESX,M —� �;*'-"�m1: EXTEND 'ice°.4AK« }1111010.211w MLA „� ii1rri G O l'.�l_J' ao IARA 1100 Muds I KEYNOTER A. VALE M PROFILE VIEW 4, T t A.I. MO GATE VALVES 13•AND SMALLER, 90%DESIGN Q 6'MN °A�� It MAX MOW AR A% (O] AZ MJ BUA AIRILY VALVES 10'MID LARGER. NOT FOR TYP =NOM TMMIINIIOOL w3. VALVE 512E SHALL MATCH MANURE SIZE CONSTRUCTION ill( pre AAAfr TR SIM A PVC.DAM PIPE SPACER LIMAN AS NPASSMA _I�i A.S. SEE DETAIL 402 FOR VALVE BOX REQUIREMENTS. IolIwpmiMIMLY NNTNEII iM •,....../.,,,,Air. MN Y.WTIC K W Y • 1.,..„[:-• �� Ta ,? : RA•MM ' A.4.OPE COMM B. 18•-24'DI TVP. PTposw.R.Owurenlhm rut been DETAIL se 0.0 A(fNIG wK9 N A;�FH.RM!WA C MJ TEE cc:el/Wm.checked and 4 for 91IIM'.W on). a 1 OM MPS 10 D. MJ CROSS. KA. CONCRETE THRUST BLOC(POURED AGAINST UNDISTURBED EARTH.THRUST ROCK cnl.M WAAMR. •NOT}-( _& I� CO) SIZE SHALL BE PER TABLE 1 AND SHALL NOT BE LESS THAN ONE FOOT N ANY O.s'-'411.11: ♦"`—I- APC DERIC Am-_ DIMENSION.CONCRETE SHALL BE CLASS 3500(6.5 SAG(MN.; w R. WRAP TAPPING SADDLE AND VALVE NTH 3 LAYERS OF V-RO POLYXEYLENE 0 LALCAR MAIN 191E TTO .� I—113•_24• LT ENCASEMENT PRIOR TO POURING THRUST RACK AND BACKFIWNC.EXTEND 116A/5Av A-1r I O w PWYETHTTENE 6"MINIMUM BEYOND SADDLE AND VALVE AND SECURE TO PIPE MAI (WH APPIROMM MALI �1Q T PWYEITOLENE PPE WRAP TAPE.SEE DETAIL 301. N1BrvNA +II,�;IIiII�IMIIO,II. 0 O C. STAINLESS STEEL TAPPING SADDLE NTN GASKET AND FLANGED CONNECTION. NAA T MLA-1.iP AF PIPE O D. LINE-52E GATE VALVE(FIG X MO)PER DETAIL 402. W/CM N) U a E. JOINTS ON BRANCH PIPE SHALL BE RESTRAINED, w aI<cAr (a wllwTn[aW > Z • mom 4444 I. BEFORE INSTALLING TAPPING SAOOLE.CONTRACTOR SHALL THOROUGHLY CLEAN PPE La : NO O15- ( �` .1/P MM WU.(T) ��T FR ID W� w TO REMOVE ALL DIRT,ROCKS.MID OTHER FOREIGN MATERIAL FROM PIPE WHERE ARCM - APPROVED LAK) `4•WIC ON } U r O f. m SADDLE'TALL BE INSTALLED. 2. SADDLE BOLTS SHALL BE TORQUED TEl MANUFACTURER'S SPECFlCATIONS.BOTS IS' BOO'MAX. ^ I. -VALVES SHALL BE INSTALLED PER DETAIL 402 PIOjec1 No.:2002005599 SHALL BE COR-BLUE.OR APPROVED EQUAL 4•pm �, 0tlL1p Z. ALL VALVES SHALL BE WRAPPED AN POLYETHYLENE 3. CONTRACTOR SHALL ENSURE THAT GASKET 15 PROPERLY ALIGNED AND FREE OF I4E IAA j4 PER DETAIL 402,OIICIILE NON PIPE AND FITTINGS 0 VIA NOT TO SCALE FCRDGN MATERIAL PRIOR TO TIGHTENING SADDLE. SHALL BE WRAPPED N POLYEDP ENE WHEN 4. SADDLE LOCATION AND INSTALLATION SHALL BE APPROVED BY DISTRICT INSPECTOR WH REOURED, ^ •�" PRIOR TO TAPPING. 3. BUTTERFLY VALVE OFERATOR NUTS SIAL BE A� Al"Act nr� 5. CONTRACTOR SHALL AIR TEST SADDLE TO 40 PSI PRIOR TO TAPPING. R ORIENTED ON TINE NORTH OR EAST SDE OF THE TOW A R m 6, CONTRACTCH SHALL FLUSH AND PRESSURE TEST VALVE PRIOR TO BACKFILLING. I O T W�OV. 1 NATO OAR N.SC..A.Ants IaxouTA MEDIA TO MOO p MAIN DISTRICT STANDARD Tualatin Valley Water District AEW-..W.. DI TE S.A016 Tualatin Valley Water District I.NM..... uTe W+'p+6 Tualatin Valley Water District.....Psi. nATn v+GA+M DETAILS-I Fh i n ..MI TAPPING SADDLE AETAN I5 GNwA TRACER WIRE DETAIL DETAIL F .....,.. TYPICAL WATER VALVE Dem Revision: Sheet: 50162 Ave.Am0100 OR RH1.IID 302 Ai IRA LOCATION oIIM.HNE aRNP.A N,. 308 I.ADI.D.I5110150SW IAA ....P., ..Cs.. 401 Exowirm No. lg GC-1 W I _ _ SPACINSING LIFO \ 0 O 0 AXBILn LRA.' (TVP'MA""H ENO) RECOMERAATpN r ill! PPOVIOE AF\II CARE C '41a !lam—: eMIN. 0 0 X"TOM 31ELLVERNG, tSE $r.�:a:•i'2-MAIL O FAA CARRIER Pin g¢= Iliin Eeg$E _ low. .. _ in - pii;litlfi t.,i.: 0 IV I, 1 • 1 \i•• lift . ;3 16 E90 WY WA © WY WA • •= ��.,•\ 2r MAK 'I�I • -)ifi_-•:,, BEE NOTE G O C• Pi_�r,''��y��'�� 1�i11 � CASING SEAL LOAW/PLASTIC SWDMS El 8MN 41\/rY..!r �•�:�(�L.• © ��►, - \1 AEAT LSTANLESS 1.. ,'�\,.', 'I 1♦ (TIP EACH EMS CASA CLEARANCE ATT OP BETWEEN cO S. EAST N(OR APPROVED v�-��V sal = ; E20 CASNO SPACERS I.TOP OF EASING IIIIII III: A EAST J01AAN(2Z-6(OR APPROVED EQUAL)VALVE BOX MD COVER WITH"VF O CAST N TOP SURFACE.VALVE BOX SHALL BE PLUMB,CENTERED M ANS OF �P STEEL CASNG OPERATES NUT.AND SHALL NOT REST CH IOEC E EC ASSEMBLY. KZMIDTFS -'�-- ` I Will B. UNPAVED AREAS MIC PROVIDE 4'THIP(CONCRETE PAD OVER 4' COMPACTED 1"-0'CRUSTED ROCK.PAD STALL EXTEND OFA MNIMUM OF a A. EXTEND OPERATOR NUT TO 1B-FROM RUSHED GRADE WHEN VALVE NUT IS 60'ON AROUND VALVE BOXES.REINFORCE CONCRETE WTH S REBO MAX tr O.C. DEEPER FROM FIMSHED GRADE. ` USNGINSUUTOR III I I I IIA CENTERED VERTICALLY N SLAB.PROVIDE r CLEARANCE FROM EDGES AND B. VALVE BOX PER DETAR 402. WrslSos PENETRATIONS C. 2"AWARE OPERATOR NUT. .7 C. C TYPE SDR 35 PVC,03034 RPE STAGER.LENGTH AS NECESSARY. 0. 1"1/00111115 SOA STOP(A36 STEEL(ROUND OR .VALVE OPERATOR CARRIER PIPE D. OPERATOR EXTENSOR REWIRED WHEN VALVE NUT IS 60.OR DEEPER muE EXTENSOR SHALBE HOT DIPPED GALVANIZED AFTERTER FABRICATION. FINISHED CRANE.SEE DETAIL 403. E. B'SVR 35 PVC D3034 PIPE SPACER.LENGTH AS NECESSARY. / E. WRAP VALVE ECU V-I110.POLYEMYLENE ENCASEMENT,OR APPROVED EQUAL F. ROC(WMA.1/B'STEEL PLATE WELDED TO SOLID SHAFT.WARD SHALL BE 3/6' �4-.. PRIOR TO EPEE W. EXTEND POLYETHYLENE E'MINIMUM BEYOND VALVE AND SMALLER THAN INSIDE DIAMETER OF PIPE SPACER. - - CLEARANCE BETWEEN SECURE TO PR MVH 10 MK PVC TAPE SEE VALVES.DETAIL 301. G SECONDARY ROCK GUARD IS REWIRED IF DISTANCE'RCN UPPER ROPE WARD 10 ACARRIER BELLS F. VALVES 6"AND SMALLER SHALL BE MJ GATE VALVES 10'AND VALVE NUT EXCEEDS 2r.INSTALL SECONDARY WARD HALFWAY BETWEEN UPPER AAPPURTENANCES 0 LARGER SHALLBE MJ BUTTERFLY VALVES STANDARD LOCATION FOR WARD Aro VALVE MIT. SECTION A-A BUTTERFLY VALVE OPERATORS-NORTH AND EAST SDE 6 MAIN. H. 2-1/1-%2-1/"X3/5-STEEL FLAT BAR. j ¢ G. 2-SQUARE OPERATING NUT. I. rXrX3/8"1,2.LONG STEEL SQUARE TUBE. H.6-BB-PVC SOR35 REDUCER 5X8.CONNECT TO D3034 PIPE 115NG A COYPARBLEJ. IrXr PVC WR35 REDUCER SRS,CONNECT TO 03034 PIPE VEND A COMPATIBLE PVC CASING NOTES' PVC CEMENT. GEMENT. SEE FOR CASING REOREMENi8. TualumValley W>�tDistrict LNMIWWP.W BORE:YHNBro T IWOVdkyW)fetDi>mict®o.o-P DATIENUMN € I. COMPACTED ROP(. 1.8 keirrwaill -+- """®Tow rvacRLVALVESETTING DTAL t.�-- �N..®NA VALVEMT". STEEL CASING DETAIL 111111 Il EXTENSION ANSA IVA e.B-PW.OKV/M) 402 NNW M.N.BeRn OR+NB6 403 NOT TO SCALE 'ALL DIMENSIONS IN INCHES' 1111 I IIA TOLERANCE'. (UNLESS OTHERWISE STATED) • AWOL =x0.0005' -I 0.X%X =10.005' 0.%% =x0.010' 0.% =10.100' R 111111111111 ANTE VALVE 0..,. --7 0.600(� MATERIAL DESCRIPTION: n PIPE LEWITM vBR+N56GI ..A 2250 f0.9T ENCLOSURE WA fOR DESIGN PANEL:5"O r 0)"PHENOLIC NOT FOR vois1 _ _ 1_ CONSTRUC110N COMMON LUG:WA SCIRCUIT HUNTSLLJB WA NOIR'Per..p.m a N.Medd ca,PNNOac checked aMh la SHl1M5:LA pa-y7rnoTonacom NWA. s AJ RESISTOR:WA RHEOSTAT:NIA HOLES,4-.260.WRVS'BRASS �- MOUNTING HARDWARE,A SEW L j'BRASS WANTING HARDWARE U4 EACH ENGRAVING:WA Z2,-, 0� S3.O 53.0'- J I LIBELING:WA {�< O I2L _C/`H'�/\l/ I/`yI_/\_ NOTES: Y OS 3 O g`o E5, EL Project No.:2602605599 ScNIB:NOT TO SCALE 'DESCRIPTNXI: pw =nn m 5X3 PANEL,6-STUD, t ille ROCKER PIPE CONNECTION eSHUNT 0 1-JB SHUNT DISTRICT STANDARD NOT TO SCALE _._. NOT TO SCALE DETAILS-II 1e P05iSi0O: Sheet: hof 62 Drawing No. io GC-2 1 CTCONC. TY t16DEOEKaOASINGLE LEAF VNTALVE 0 HATCH(SCREW oowN E ii T�)HtO TRAFFIC RATED FINISHEDIll GRADE ,r•INb -�r tom:— Mt T -"� IAL VIDE FLANGED ++ CONCRETE _ I'a EE DETAILfel I� �' CONNECTION E ni !�� ION BOLTS V) glgL IP :". :z wN m1 SY Steno.BABB FON GO. �:witft D. lAt1,� Steel Plate Detail ! FLOW.AFTER nwL,fix S t t. M vEw�w®N sr e5 _ t[a INFA on L. V1=0=t:tI N �fl h"Iiia wF rav NaMN .ew sEEu"DEE°u cc ESI ��`�17 � 4 s roegfron X'wtle SS FINISHED WATER " p111k—uy - ID] 1.2 . tsanu 4,944 PIPELINE je 1 . 1 1 r FOR Ir 111. ��%�I. __ 10.E : Wm11.eeetael 1 1 '..BROCtt qoe eewtl:a FeF.l CONCRETE THRUST t110./ DIP PIPE AND :.i..--•. 6.NAN v ;refAb BLOCK _� - FLOE eu ELBOW COMBINATION AIR RELEASE VALVE 1 11 �' M'.x-m....,rlv ncem RED FLANGE• t IN Er Floe b Row(RPM VS MAIN LINE TEE x4 L6 COUPLE.ADAPTER 0 S \ �r- ., ROT.EDDPFrIIIIII1II ASSEMBLY MONUMENT F UGC COVER FACE oNDH�DBGLT V LONG 1%S.SST II/ Ill I' X 1111) isWimi iffi ntffAC PAVEMENT Tepe map pipe ME 10 AB .. . PATCHING FIBERGLASS TOPK • LEAD SLEEVE concretePVC .wy. t MATCN EZISTMG N tAFe INNNER eAR PK NAILS NAV OE 1?SST E%PANSNM' LISEO FOR a�M gaev reMPneBspoRETE �Dl ae Im Min]eFF PSI rawaabL0.0 as need.L YVM�EM GVaFACES ill sari PAVEMENT WEDGE NUT w°9-°.In MARC P. II WI HOLE DaiucOd S SReSIAMj ! 1116' OR CONCRETEde rDIA CAST IRON OR STEEL „, ` 41I `FSO' SURFACE SETTLEMENT MONITORING POINT O 11 MONUMENT ENCLOS' ``I V RELIEF VALVE VENT GROUTED IN PUCE OCENTRALIZER ATY BOLT DOWN WELL COVER.SET III 1 1 MAxIMUM SPACING FLUSH WITH SURFACE PIPE CAP WTTH 174 ROUNDHEAD I I 11= OF EXISTING PAVEMENT STAINLESS STEEL BOLT.SET SECURELY N IN CAP.TACK WELD TO PPE CAP ® eLROFwIDE EKISTWO -DI NATIVEIWCItFlLL HSL,° w� II r P DIA FIBERGLASS EAR 1 rsPOOt+r W EXISTINGIea9 H6W IMENdE OF PAVEMENTYPVC PPE NeBI 6� it IMTIVEIIADKFAL 11111 y�= PcmmseOica,nENal RI i'''''' Isnl+c r.oxYwv�RVIAeBIIAa _ ` 90%DESIGN,a BUTTER ALVE WImeBeTRDrwtorwor lE),FraTIr FPE 6'0 STEEL PIPE GROUTED IN PLACENOT FOR INSULA auu®FTmlcrNaE,rd rµB�n+c lr ' NPIb�Oseses.:TR CflmOe,Nnnn V l'0 SCHEDULE 80 STEEL PIPE LwrDD Wool.or and A. m. _In! at © _ • _ _ I c moll.Ad teen IAaeNDlaamxm wconn,ml aEA, 1rBUTTEPFIv vsuu�nGRDFI i>E Mase14GO • zdw ti. N • Y SPLITS PIPE FOR 1,CY AT TIP.SPREAD ..-i IEIUTEDrIwE OR ENDS SLIGHTLY,AND DRIVE PIPE TIP 2'-0' w BURIED STRUCTURE BELOW BOTTOM OF PAVING ” It 01 RIGHT-OF-WAY war cUR 0 o GUTTER UTILITY SETTLEMENT MONITORING POINT 0 .t g, ID O o TIP ELEvnnoN e='" m u 5 LL — Project No.:2002005599 SOIL MONITORING POINT CO Scole:NOT10SCALE s. .11,030 om A .Coss m.w nuo T MISCELLANEOUS K f DETAILS it CONNECTION/INTERTIE DETAIL ® Revision: Sheet: 7of62 SCALE, 2 Drawing No. EM GC-3 411) :it ez f0 illi 250 500 t% °� w 1IMSCALE IIN FEET CORRECT CONNECTION I 91 I€ 5 INTERTIEoe c,aN ;t-I y6B1 couEc„oExutcrw 191 p e!!) eyllt; 6N z m I I pp o.x ax II an 9 ox '' iniaoi `.�..J on 9 e,x!9 $ S rwrmAVR I'ft Ni; r ; I �_ '''' �� 1111111 CONNECT a,roe,S„N e 1 1 1 Il 1 I� _ II- A� �, 11111 IT I 000T PERMIT • I N 1 oeNEa„aEee INTERRE XISTING rw To Emma , 1 ,w .wo�rw ; >em�-� • .. a�,OE ,PROJECT � ter: t CAI ._. -1111. . i ; �Ax �r _ .� I I I I I II/ illoOrttgaiiiiiill; \ •` - , ° IIIIII= _7I I ; r=RIM,a...umo�nr `.�:/ CIIVOVIRMID \ _ 13 rw j ! $ - l i Rermu2seci 90%DESIGN APPROXIMATE LOCATION OF ,Ae,coexooa NOT FOR � eEcwe swx,e...._ CONSTRUCTION �iI I Nei mp.ma 5.05 05. .5. r..00e.ma document..m nee., duple..checked we Is. STA,N.]IM.MO MO., € 9�wdYJamolbnvcomreN w'A. cox�ccrroetm,Ro,zw o-.I 3 pV ” T.ZrE ci o3 0 -6Ao L1LL 1 Project No.:2002120s599 SW4CeT ZITO 10 — n Tie ipip PIPELINE KEY PLAN R CRe0sion: Sheet: 8 of 62 } Charring Noo. 4g -1 Le...,....o .11 TEST STATION LOCATE STATION 1100IF O W VAULT FOR CASHCIa HORaoxrALSCALE LO 2 .OwHGXP moo, pf.i .` STA 1D.,ND STA,DEFL�C SCALE C s 22.5•BE 51 DEFLECTION, \ p fill • X5.1 s'DEFLECTgN,RT � _ N960505.T5 SCALE N FEET GENERAL NOTES k F 9Z 1_ X55518,.96TI -_ / I /T ITSNSTALL 20/NT BONDS 114 ACCORDANCE 24TH 59 • STANDARD DETAIL 201 OH SHEET°CAT (j.!!) E 7625892.02 • NA OFwAT KEYNOTES 1496Na1� - - - 11W 8/01W q NWITH84.TAPPING �j . SLEEVE NM V OB5cN,2 w O5D "MNGENBDETAIL;AUIbuwT . p0 6m: GEINAACCORDANCE2/11N STAT. 2010N ;e it 24 SHEET CP.1 AND PIPE I TEST ACCP2DANCE148.DETAIL CC 402 ON SHEET CP-2. IN i'i S. YQACER WIRE WI AM./MANCE WITH SW 68T \ MVO STANCYMIDETAIL 208 ON SHEET 0C-1. srA ls.00 \ r5NB1N CLEARANCE umMR • ACCORDANCE WITH . DETAL CC MOON SHEET CP,. 1 D. INSTALL.1/COMBEIATION AM RELEASE VALVE IN ..•1) ACCORDANCE WITH DETAIL CAM ON SHEETS.. STA:11.9.92 - -- �F _ pD11111111 250'DEFLECTroN.RT •-�---_ `\ i STANDARD X5s55z9os• \\ - _. • J E]5255N.N - \ `\\ THRUST BLOCK \ MAN l EOSTNO HAVEMENTAIAMRc.TVP -..r-.r_-_'•-••-• -._• `PRDPD6ED tYaw O.NOTE TIER N'N ACM/MANCE FIOM DETAIL CC MOON E�NDw IIIIIII� BEHBIDEXITNGTEE III• • • `RIa1T 2.50•DEFIECL9T2 - U.w HCL,STA)1149.92 EXISDNG' '•\ %• Era STA)1• 24E9.92 STA.1246912 250 D EFLECDON,LT OF IBIS DEFLECTION.LT) '\ •` ( wA Sm sTE 1.Nsz N6wN STA:12.09.92 0 E28255NAo '\ STA 10+10.00 SOT X55555.24 E,98651.02 11.251 BEND \ 9152 FE,62562s56 (8151 DEFLECTION LT) \ \ E 2625561.65 N 653669.87 PLAN E,625V9515 \ L ei 345 345 III D 3w oBTA,9,9.55 t 3F a§ �, IIIIII w ,,•w W o 30 12x81 REDUCER "= „'_ �2 W;2 'g �r, a• IIIIIIIA T+0.5.00 Y0'uf11i R 22 g2 335 EL 521.27 � - '� VN Vis d sn STA 1040000 m 'g i i S Y 1.W 2 2 ..... _... 335 NV EL 231x VA g' 330 92 LF OF lraw Os.ox 1 I " „d_. _ =W Permit/9,01D ..__....... _ (MAT) NO 20,0Flrgw92-2S% 15lF OF trq W®6.9% AT PPE a 325 as•STA 10.600 90%DESIGN ir'vAi aii'u -.•_ 6 1�iox NOT FOR 11.25' 8µA m LF OF tz•q w 0 OFF I- - qq 98 s+T:22 CONSTRUCTION II LF OF,r q 2OLF OF% _ m E%1VSD Not bp6mvLL2plrap orolherolT¢Iq 0 zDLF OF 1raw0z.ex _ .5 id i CN RN EL XEM 320 is �I no,not been caro20 LF OF 1 W O 1.296 481. 1-4 • Ate, a i ion or rivveiv RR, z0 oF,za W O-,.0% oF''01,. -B_ �b6 SY« 20 LF OF lr 0122®.2.2% 01 G,g 315 LF CF,rgw O�.zx _ --'W 9A 315 zo LF OF 12 aw 0-9.1x y .Ad 15 310 t9LFOFtr DlW01ll0 � ; O� ` 10 LF OF lr 0.Cee% w 1, ,0 r w310 • IOLF0F12aWOd6d% yyj 2- O 11154 SENO(EM) .YZ rU K O 2 305 mvci'xmm 20 LF OF Ir01WO-,.4% 305 gFU�Uo • 200r0Ft22W0-,.4x Ur1-O Eno M 20 LF OF 12 DIW@-T4% 300 Project No.:2CO2005599 300 J0.1 • • .11,P0S 20009 PO 0• 0_n,m 295 • male 295 PLAN AND PROFILE 1 9X0 10.0 11+00 122-00 13.00 14+00 STA 10+00 TO STA 14+00 Revision: Sheet:9 ot62 PROFILE S 6 11 towing NO. 5A C'2 i;1e ; CD NI- 1l 5TA 5'REND ENa ME DEFLECTION RT) , °"` 169 5 9 20 STA 14.99.92 40 E IN E 75=5.7556 sc..,w 2E / 250'DEFLECTION.RT MORT OF WAY Oc ETa 1).QO �..—'------ - - ___ VERTICAL SCALE) (� - _ �a 1855]69.36 STA)15.11138 ....R.•-•---- -9-9...... �' VE" 4 / sT.525.1021 11.ri•1END �- i• 6 ' T 11 .75=1515.+5 - / - ® `8. Ot Ne65 6 cnoN LT) ••••••• - - . � 11.25.1ENO N;ise•DEFLECTION.LTI E7az]eo578 5T],,6.eop _ _ I ® ;yg a t� ; •- 19.70• FLECTION.LT)59 .753555.,7 - - .,<17.aa.5.Qo �iuvrii j • N i6358ee.s9 - - 1 9.y tet. ' --- _ _._.. - GENERAL SHEET NOTES � i 2. INSTALL PE TOSE RI ISCORDANCE WITS TWA,'i n. FULLY RESTRAIN ALL JOINTS. ' wE 471'f° 5Vd68T"PMN - (k IDI F"DETAILS cc 1az5cc+Rswa� ,. ._ - 011 Ji aT _ ET KEYNOTES t OsNE _ NN,remxnw,ttEwewec uNOEa - .___.-_._:_ -/ '19-- ... ..9\_ .. - SEWER CROSSING.COMPLvwrrn OMR IIIIIII III C>-• OOST518405.39 :a 5 51aaEM a�51 EWa1 € PRaPaa a,rww MeT SNeNEE EXISTING SOL) .ww 1625155.95 D. "�aSTMIO STANDARD �a 1�E a�3 I I I I Ik E 365.55 06T91..9 — 1996 SOL)1 STA:17.1.85 ' - -' i--- oxen STATION : E. INSTALL aaa aFwS.- - - - P 1P E9064028.66 0•DEFEa DEFLECTION VAULT IWITS I I I I I la 762551210 i F. INSTALL TRACER WIRE IN ACCORDANCE• TARO STANDARD DETAIL 306 ON SHEET aC.1. r / i PLAN I 315 315 IIIII II€ SR a§ IIIIIII1 310 ,d i EN1re0 310 F yp „;E6 35 (IIIIIII= 305 _ - � d a k'6 `TA 18.60.8. 305 Z":,48 o .287.05 m: =w . "'Ili < 2 IX7 3.72 300 __ 0,8 M u 300 $ mm$ IX^ See Ix LF'oF p�w W�P.2M -__ -',t -W ST 1115=13:11 295 fD1R DESIGN 295 rola. .a --. l7k�$ .d 7^ ®y.9x °'`°02, �� Ran R NOT FOR ATvrEERVINooRSOE CONSTRUCTION 7.5 LF aF,roL w�..7x .-a R 9T rwE L 20 LE OF,r 01w®-7.5x al a`; Nm Idperr60 or of.dreg w Su 1727950 weo5w,.n.aau�mw,Net Nese 290 % 7.s MEL ..6 z90 ap,95aNaaSa 20LF,12-DIw®x7x l'1" 25 1'8 _... _ pane.lMarmbOa comrcN MS Sri u.lx.s9 �I g d 8 ry 11. 'REMO(VERT) 1lva ms.+1 a and $= STA7z.v 255 NIVEL roLF OF,rawO m.ex ,� _ ^'`.wi ^d MV EL=71.97 265 e12oF,raw Da.Nx 1&1« !: [ SD ffi 5:sTn v11v EL r7o.5a1.12 g� Lu . ce="d" 85,d11.11'S1`� 275 s a 0 25LFaF1rLRwQa.Sx ---,-,_ — m<� E.'w 20 LFOF'TOM D-]3x urs �LL "m5 ,5L wwea.lx 1 _. Project� Ngo.+2(02005599 270 2 oF1 dw®as.sx 270 w SS �0 �I — 5c0b:5:1'-21.V:I"-S STA .89 MEL 26919 712 OP I2-131W@ .914 - 1125.1.113/VERT) 09^ 'nye rote OoR8 ro9vm i,LEt xes se . 93e 285 SS y LF• 12,3IWO O sx 265 PLAN AND PROFILE g 14000 15900 16000 17000 ERELONG'° 18000 18050 STA 14000 TO STA 18+50 t' Revision: Sheet:10 0162 t: PROFILE Dfawin9 NO 1o C-3 Li) Z (1‘) 11 ti i \ +0 R ; $ Ha63DNT SCALE C ;6 20 '•\ STA:19+13.55 T 19.93.55 b9 ® X I S$ M.]1°DEFIECTKK3,NT STA:18.]3.55TM. ryQ# H6vpi�see.BS E vERTGL SCALE: w I p��£�e N856A6.1] 25T DEFLECTION,LT 3.01•D CTidJ.LT O [ • E]836131.30 II 65008.07 N653281.83 E]835A339t RIGHT OF wnv \ E)835835.62 E=63543].15 - BORING wA9aa3 • ....FEN - - - - - - - - ngWEaz Ei.1.5 s•§ S6 .,!'-;1;/ [ [ li \ OST6 � i GENERAL SHEET NOTES •• • +. FLINT aEsrwAINALL JOINTS. \ SW 66TH PKWY I 3 MST.PUNK IN STANDARD DETA1.201 ON SHEET 12.1. �� \ 1 3 DETAILS CC 102 ACC 105 ou sHEercFt ta.oe Q STA 22E00 .......-- 22: ._.__. 11.x0 SHEET NEYNOTE6 • INSTALL JOINT BONDS M ACCORDANCE WITH 33:x3 A.MANTA.1r dNMUM CLEARANCE UNDER „ C R CROSSING.COMPLY WITH OAR (R ;;\ STA 20•66 COACCORDANCE 00 - WITH HH\ Q 9TA Ie.ao -- -- -• ..----------- 1 i CANOE B. swTART6EwE C. %`"3.T�A"N AxoDE� .....- STA:1963355 6DwDTTM,NHOF RDFDSED,raw ; INSTALL 6 ANDARD ETC-.IN. I I11I I I/ r50•DERECTpH,RT LOCATE STA - ACCORDANCE WITH TWN STANDARD DETAIL 206 •\ N65@38.15 wEiEa STATION EXISTING dw E 7625832.03 STA:,BHI3.55 MR-A.Taota aIOHT OF WAT (IN HOW Wilk Ij \ 1.75 DEFLECTION.N 051.149.00 \t, TVNDSTANDMDDETA7.3A.N OON,IS EErcu, '\ 5763583163 1 PLANi 300 300 I I I I I I 11 295 • �I III / • 295 �IIIII(I' 290 20 LF OF 1r d W@10.0% 7k, 290 131F OF Irdw@ 11w%- d r • w R 7 ., 285 Bili iii n�.26 E d ,`A m i -: � "� 285 EMT= - N 7a pW nG 5 5 3'��N`��, 0 ry % Pemlif/Seal 280 STA 111671. p �� $'^ LS��pn i d - --- NOT 909 DESIGN INV EL 266.52 Ext6•sD i_w ___ R" "<d.. `t,; s� _,-- _ 280 NOT FOR „� ,,,,TAmr80'60 =. J �� _ - " CONSTRUCTION /.�� EL 36s.N V."-L''' -\:. NOI1vp6nrvkpiclp ManW01r a 275 Drw d2 A" IR �' :"_ _ - -- pN+clel.n9laoowN6ml3,:nam °d a <"� _$w $ ------ - 27swacanple�RaMu�aoroIart eIH _.-_--- §.w "- ai b $ W $ e6RNM orb. W U<� s's < �<, 270270 �� -w�' zW OA. 265ce _' \ 6]LF OF 12.31W 3 !w AIF 1Yww@-2.ex iw@o.m 285 i 20 ,raw@,a.o% ~o 2043051Yd W@3A% ALFO iY DIW@ % _ Z Z3 O / 20'.:06-°'1311",.+@23.tx a 22,0,2'dW@1.3•,• o W O a6sT6<3Io•ss 3o LF OF 12.ww@ss% 260 i g U j,9 E 260 mLFaFtrdw�e.6% /J I 1 ES21'SDLJ IDLF OF,Td W@.3.1% / 101.F OF 12.01W @US% "Q �w m 6rA zo.e6.as 'u�o LL STA 13.16.81 +3�6'TEF Foa aeOwLEE MANHOLE E%10'SS 63N EL25].)t srA zt.sa.n Project No42002205599 255 ExMTIxD,vm - - _ I122O-25610 255 n.wm.osw,o..-I 10 1.12.21, _. ka19H l v:1 5 Sttawrus nvaa7.n —w. o,— \me 250 250 PLAN AND PROFILE 18050 19+00 20+00 21+00 22+00 23+00 STA 18+50 TO STA 23+00 6 5 Revision: Sheet 11 of 62 4 FROPN.E dowlD9 No. U 21 / STA.x5.53.3 C [!€n 5,A 15.,5.2 srDELECTION.LT STA)26496.64 Y£ 250'DERECTgN.ai N115.B8211I 21.5•BEND k6gE • Ettno911.811 .-. _. NpozONTALScxiE: e2 i/ EiBmB111.62 _ — — — E2IEN 65462121 2szsB5a.aciaN.LI) ® 66@ s .Fs /1) 6g9t i IaHTOFwxv i rEyy0 10 IgA T,+F4 • I. oELEECTION.LT ' — sTAzs.sS Qc • T ® ipg€1676 • i y gg[ .. .2- N 111 '1 ...,../ „`°3ii 1818 — P / — .._..—. - TN - i ' rq I SW 66 MPTT -__•` i OBNEAAL9IEETNDTE7 3 i 0 STA 35'� i t. FULLER...WALLA/MTS. 1 - 2. INSTALL PE TUBE 1111 ACCORDANCE WITS MVO f �. STANDARD DETAN.301 ON w STEETANCE wDN DDI ` iINSTALL t7R DETALS Oc laza cc 4.06 ON SHEET CEI. • /33 STA:2 26. \r - /ej. p SHEET...TES /' ND DEFLECTION.R _ _ , �aD�DaED,raw E,B111 M .,.„ 11114112.2E .IND COMP, 11111€ [EALCCNOONSIMETC0.1, . C. �TALLC.VANK,RpDEIACC 111111 1.-_.. .DI CR,NE..>Da2 IIIIIII=. i 5 ; DEFLECTION.LT) 1125'BEND (1322•DEFLECTION.LT) (12.051 DEFLECTION.Ln ' f26251Tdei E2625136.118 E i PLAN /' 330 330 VIII II€ 22,60'BEND Bloazr P4 4 325 STA VEL320.64 � �_ IIIIIIIII 9 Pg �/ 320 0 R- 320 —. $Rd sAo9l• gwn AT PIPE 4 „Rd k. sLF DF,r DIwO rax 315 315 ' ' :a 3d q3 --- n u...0 a n R ”-'." A641' Permit/Seal d 370 ETA:+�i.n0- '- STA MIS n Kis 13,41--- 0Atd' 0 Exras.. 310 907.DESIGN INN EL 21111.0. S$ '13 wv E1: .a NOT FOR 2 A k A CONSTRUCTION 3os qa sg "<d at--'" ws RNlp.an OlaaRaer°L Ill a 300 9 � 300 o — y � zDLF aF lrww�urA M ISE, r4.<d "--"' EIIEOF1r DIw 024.8% oe 295 BE1TMvnza'iw �f--'" 21130,2,11.11114.6111. 295 3 H 10, 1 255 255 Project No.:2032005599 SC3 0:H:I-25 V:1"•5' 280 nil OF lrD.we lot% nw nlaex a.xurm Ap.o 200 a.n aar, Cin nnuvm - Title PLAN AND PROFILE 511105lr dwGI 10.S% r 275 STA 23.00 TO STA 27.50 275 4.r 23.00 24+00 25.00 26.00 27.00 27.50 Revision: Sheet: 120162 PROFILE Drawing No. 1 C-5 U Fa yet- Z 4$a \�FLGN DFW.� I HDXI2DNT SCALE c . illi RI • • \/ ''\ • BrA3t+00 Oc OF iii ; vERMALSCALE: }t Fa / STA P.TI.ST N i ,\ A• STA tABRx9 E7925]4T.112 / E7sx,e '\. II- • \, e)ae w�ea iexne,TEE e1 €erfrt •ATDmTNG6•w E7STRUS89 6 apart Ar, w6N �i s ( i.!) !II: F . PROPOSED eaw gg [[ j -•`.._. \4 O I JACKING PIT I GENERAL SHEETNOTES5$6yI E$2i 45 j�� ,61t1x REDUCER N \ rzecervrt,c rn mas vrEEL GATING ' I. sr`iviLRPE` ,w�wL'raN'soawxcE wnx,wro • RRORosE.too w40 TA 2/1•71.12 8 ..g 41141 Nc ® .�"��_' SW 897E AVE • �` O EDETALS LC ILO&CC rNEvxoTEDeTraan,ON SHsrDa,. ��ii �. / ET82See555 �- 1$ STANDARD Au 3ONT BONDS INACCODANCi WITSarj SW 68THPKWV __ =� "/ A. 1166g S _ 3t o0ax.DDGATOR I DDA E1.12$ -- --- 11rArgx -o1AI ,ruuuurA aruuxcE uuoBR AaRTs c 3115 e r•..•• s3Q O 1# N,ERDE coNNEcrgx,:coNAEcrTO ExreTNc I€sr.215.1594) TEsr sTA,gN - W W1M V W TAPPNG SLEEVEAND rOV,FLO X / 11, EszseecN 35 sn cAstucccVAULT FOa wrNAccoRo.LNCETw,m,VwDsrAxoARDB.j\;% TATONsTAze.o60• ls+7nLDCATEsrA„oN '\ OsrACARai.3aeoEx� rw 1T. oxAI I II IsTAT,DN STA..1o.s4.3a _ II I I Is I jva`A+vsrA •'\ ,ss•BM. Tor WAv wTmI nor •\ N• 11865]t�ECTgx,RTI • NATAiygATOSOTEAT MAccaNAxCE$ / E)625355At TIOII '\ • .IOO Ts.„.„,,, sr STAT• \ E)e26341.117 W,TH DETALCC / STA 27+60.68 RX3NT OF WAV LOCATE .'� \ N,E0.TIE Ca1NEgCtlp SHEET t0.2. % 22.s.BEND Y\W.�\ •\ eulMAttoaoA AarxDSTuaro Fl.DX• PLAN \ SEE T.-MIKES/3;E AEsco mEcruMs BA.Ee`ooNRANDEi CVw• • 11 DANCE MTH OaDAHCE 365 ACC E W F. NSTAu,z wnTEaFLvvAI.veM WITH DZIS STANDAR;DETu c.NMALL"'D t 11DNDARDOTALO WITS Tvw;srAuwaoDEru g 360 N. NBTAurcDNBNATgxArE'EA“,wetaN I I I I I I I1 AccoRDARce r.,Tn DEruL uo4 oN sErcra. NsrALL TRACER WPM.IN ACCORDANCE WITS 360 mwsrArawDDEru mac«SHEET GC-,. ......_..-__-_. .... B^. . ROTE THERE IS EXIsnRGTHROST¢ocR X35 ,; (IIIIIII= BEHIND EXISTING K. NOTE THERE NB »q THRUST W BENNDE,OS„gTEE. 356 s AT 029.119.157 EXISTING GRADE Z5, INV EL 340.92 AT:70 . ESmF _ 366 EX1Y90 „115•BEND(VERT)360srnze.uuNONITowrx3 �,& srA315.94 __ _______.roNrSsrA m.es 112 ..JNv¢332:as „^ NV EL 3aoNV EL 33aN _ _ 360 EX ROWER �R Es,6•SD E%r _ nLr o,e•ww�)?•A Permit/Seo NV¢3323I ^R� rA2N,6.,s ETEFit 316 346 __-.MSS'BEND lnoazl Nv¢33s 6T Nv¢xn: ___ -' 90%DESIGN -srA:7.11;.88 �< _ --"- --_ _----- NOT FOR a STA 31•43.81 CONSTRUCTION Nv¢mx A� 6ti _ °° 75 _ Q RR *47 ,Sm.TEE 310 3 .1 '� o Now __ .. ..-..-. y w .a-- STA 3,.38 eo 3b purposes.° do'memWs 011.01 345 i - y is eFv oa„cc1eaIT..,,aLRe oRD6cx RooRnNo6.owAo,00mRomoN,. $ _ 5,31.31810 TTLENEDrT 336 $� Y z r - DONITORNG -... rroRITs ,T2s BEND(VERT) 396 ¢___ I +298. '" 3ACRNc vIr iNV EL 3u.r s s,"E”330 .2_ -::L Nv¢m.96 STA x.na: 3,LF orts-DIw Or 4sr,lendr 2.00%0.EOIICFR I ,67,0E VPD(W etE. lrelE¢CA9E.g0 ULF OF,326 1,11 ___ _..-.. _... ___........ -. -..... 326 x g 2,Lrcw1Ygw63 '1 uso61ra W®0.,% t)r� i:G= m (� w 320 STA274 16N11.TEE 3� ProjectNo.:1002005599 STA x.74.9 SO LF OF,z pw®D.O% NV EL 3xa7i _.... Scale:11:I'�3T V:I"•5' x LF OF,Y d W OO.,% eeCemuc AT 5625 BEND(VERT) wa nn m STA 27+44.60 550 315 w¢u4.n 315 PLAN AND PROFILE i 27050 26+00 29000 30+00 31+00 32+00 STA 27+50 TO STA 32+Op 2 REviswn: Sheet: 19 of 62 t:, PROFILE Drawing No. x ::Z'��•F`/'�`•` � � ` E •\RN,cGn�'x ;.', ! [,Smmdf 3�lEC T;p•M.LT) ` %• STA II1 a¢ f®� iB STA 32838.18 iiii 44 i II 85541805 4. i' i MOEFLEOINn.LT R • 1-10151-10152.151.SCALENLBPc EusJm i „� / ` ® f1+ ., • i 20VERTICAL SCALE QdmX a.»�.,siXnxsepQQ' / y .e / e5 i$ WI. '""711 !iSCOLE IN FEET lit;i fill .\` + /EXISTING,. WI • ,,,,.../.5.7.N.' 19 `A..,9. RGMOFWAX • ' • STANDARD DEW.301 ON SHEET...I, °,r ,oW • `�`; fi PROPOSED 16DIW! ; z9. 1',^',132 ' o% Es s.ls GrXaaEl°2.GG,�GNJ GF,%ao� sL LOCATE STATION .4\1 11' L.• RANCE UNDER • N 655532.88 O. DETAIL CC NOON SHEET., 84 ` ' G'•l,,ll.l6p €/ STA.32486.18 ; °' SEWER CROSSING.GGLF ,"G.R°.ss � ., ; ald,./ INSTALL GN 92.013591ACCORDANCEWN III IIEMmJa.e ; WIVE DI EWE GROSSES A WIN THAT IS IIIIIII•Fio°`DEFLECT... NGrnGFdEXTrNEz E+8.,�.6TT,>Ez.E 62��;6 ' __O , : �NFX�J FwG CONfqrpNPROPOSED,$aw � 8 99 \ ® ;50 DEFLECTION. MOST MwIvOs,A]..oSwN,M365 , FY MOETfi55693T •� MElS11 CROSSING.SLEEVE DIE BARREL.THE DI PIPE IN SCHEDULE 40 .AND SEAL THE...ENDS WITH PVC TAPE. WNERE TIN DOES .18 1.1 512.50 ese • TASTING STOP MR.LYE------1')*-----... PUN F 3. W 6• E.• �EIOE iS,OE RXNX WIWI' • ' 370 III/ 1111 13TD 365 TMg °• mwnOEmswG01° cX 365 EX W wGsX.,• G:E▪WGE• 'GF,�e EX W 360INVE34L3421.Po1STA 32E1011 wVE"'" MVELNS.0sr8358.1e0360 .� wg wn •B V. >r a 9.a gg i `R w9. ea 3r�r RLE �d '"d �� xw asrwG 355 eermitsea� NOT MR � .� w '8.f`w /Kr FSEs CONSTRUCTION w �- $ 90%DESIGN ___ ____ __ _ aa. 9.a 3 €_ o R o 350 _______________ __ p m 350 <� Ss r femLls.0rtrw2 w olner official �AA��s��w�� W@-,.v. • dh_ X� -- _ - s W 6.3462 o� �W. 345 6 - _ ma INV EL 339..5 345 LFGF 16,1W@o _ 340 ,z Lf or,6 Olw@ae a% -' es Jx - 340 w 3 O w ........12 STwt'e85 JI.OT D1µL3'39x J 2,LF Of 18.01w@-0216 SE M v STXJ E%ISTWG e'SS ,6 w 335 20 LE OF EV W@-x.sx 335 j Oa e .rss 29.38.oF,s'dw@asx aZ� 3 �E g5� �o 20 LE OF trdW@Asx MV EL N2.Po 28 LF OF,601W@-l.Jx C1w 330 mlF OF WOW O-04+6 Is*WG6 ss 330 w F O Poked No.:20021105599 7i A.4 0.9.1 30125175 Sia 32.00.50 m LF 0F1180181.8.1.216 INV EL 346.48 20LF OF K dW@-1.2% kola:Ft IL33 V:1"•S 325 erne of+rdw A-+1x 325 — ,—a nn m 20LE Of t8.,w @,.t% ISle 20L80810.018$01.1% PIAN AND PROFILE 320 326 STA 32+00 TO STA 36+50 2 32+00 33+00 _ 34+00 35+00 36+00 36+50 Revision: Spee,: 104162 to PROFILE Drawing N II C-7 I p ® 12) e VII •• 1101112011T AL SCALE.: 11'1 A3 tte • • • Jtill • STA,R23941643 °� NAH a WAY I N i ® N $§L I EXISTING r w E 2a2A3aE00 ! VMS..SCALE•• • JI!llI• I O"C•STA 4.30 1 • I GENERAL SHEET NOTES IP • R FUEr NEs3sAM AUJMN,s ql SW PINE ST I z msTaEFE TusEMAecamrmcEwrtH TVWn a s I - - 3+� 1$o STANDARD DETAIL 301 ON SHEET OC-1. 3. DDEET POW e2 eOccsIOSON SNE of DH ii a i3 WO 9HEErEErNo t^nnntcLEAaAFIDENOLn 09.00 - - .D.00 _ A WAWA. N I LARI �-•--'---•---- •-------'--------•-----------• —• ----- SEW. CROSSING.COMPLY O STA aa.N • 0STA3,00 o5TA3a.N VAULT STATION MAIN IIIIIIII "">~"'o aF�FPEAT THE HMI' I• �•s�T w.. ^i • PPE IN scHET.LE.PVC PPE.AND SEAL CROSS...SLEEVE THE BARREL OE M •i THE CASING ENDS WITH PVC TAPE. P. WHERE THE PIPING CONFIGURATION DOES • NOT ALLOW THE ABOVE INSTALLATION. WPAP OR ENCASE THE DI PPE NNW. PIP LENGTH.10.ON• THE LTES SIDE PLAN i THMAE«.MON b SHEET• .resTSTA IN ACCORDANCE 355 1 . 355 BUTTERFLY VALVE MAccLww WITH PPM STANDARD DETAIL POT.SHEET• II€xs G.MsrAurcoAtsNATroNaRREEASE VALVE IN DETAIL _ H. LTRACER PIPE MACCORDANCE WITH 111111II • PPM STANDARD DETAIL>m ON SHEET 0.1. 350 _.. -.... 350 I I I^ STA 30.031 ET _.... EL 33539 T 36•09.00 EAW nv EL JJO.,B ryyay STA 30.0.10 345 00 R..._ nM _.__-___-_-_. EL MESS ___... 345 1 id za ,� Rd -d 66i h - E W E= AT PIKE € g _ MG ADE d 340 « «. _-` g d_ A INV STA ve..s -.. -.... • ___ _.__ r 340 • 5 STA Js.,s.n a� • a« R Perini P.0 m5 ?t ?R 335 -' _--____-_ _� > �A -. ___.--... mVEL32. Fx,rso 190% srA3ow9.w DESIGN -__ --. to 335 Ad W TRUCTION F£ gel, id EL 321•N CI N2m �� , w,rsN NOT FOR d _ 330 _ k7 R "LFOF'a'ow� _. _ p did 0, 330 Hor olher DST. ww>aEc«,00W cnAaaart is. 1 aEt e«Eaeiamam«coD Nx«n. L �Ci 6Si ISTIN°a.SS st...TING 325 PS LF OF it 01...2.84, bL9�y _____________ Sz 325 20LFOF iroIWO-I.ox '""cE tro•sn,, z - A1W---„ EPPING P.ss aai 0 '0 b 320 _ � 0 7 LF oF,r „z 315 mO,Mar 11s INV EL 315 g w 1/4 VLF OF to a6•pp4.ox ao LF OF to oiw@-zax '-� �¢ 310 16 DI W®29% Inv '9a.1z_ Prof No.:10fYl005599 PO LF OF STAAo - - 90 LF OF IP oiw®.z 9x ......._. EL Jn.96 310 N. aaw..N 21 LF OP 16•d w - s LF of 1 ScaIB:H:1'' 'V:1's•S ®3.9% rpW®2.- ,9LJoF,raW®atm —a, ON. c�.woo 305 20 LF OF, D1W ft APA 306 Pie e- PLAN AND PROF LE 30+50 37+00 38.00 30000 40+00 41+00 STA 36+50 TO STA 41+00 It Revision: veer, 150162 PROFILE Drawing No. V " C-8 • CID . 2 hit I. z i IwDeIA aGE: a ° �1 STA 45.30.42 = p swan ® SPP ! STA:450022 lou our OERECTION.R ! 3 1 FFEr N PHP 1 j 45.001 BEND - E102U0220 ! L..._•• VERTICAL SCALE: ��Tt •j 1.s-oEF E7u.2sa.0STA 45.35. ECTION,12 ® _ NI • j RCRT OF WAX 145.552!9.01 gg 1 1 STAT e _.._.._© E762,2R2... el) $ T. i.g. • �, 1 ExisnNc 3'w .- Y - /-i.9x Hcy -.•-.. GENERAL SHEET NOTES O STANONRO 301 ON SHEET �� 1 ACCORDANCE TWID ! SW-,- INE ST �- ENErxoTEs as los ONCP-1. .� • �• �e GanI: ! ..,,m.. ® r NWAn1N CLEARANCE INmER 1 On � O O i �... ACCORDANCE $ • .z.�_ B. INSTALL CC 306 GALVANIC HE TE IN1, DETAADDNDDNanEETDR., 1 �� _. _._.. -_ -_.-..— THAT IS C. WHERE wPIPE rnossESA AIrm <OAD STA .._-STA,,.a3s7 CATHODICA1..T,RDTEDTED 5.„-TEE W TDN NW.F A;;w CENTER .16.SLEEV DTNOFDIEEEAT,NE u �� Nam„s5. — ,EENe�O. D2.•DE EODON.Ri OROaNNO.NEEE40PVCFRREANDSEL RI W N5. 75.5 5.2.35.2 aLOWOFFN OE REIN SCHEDUE TNELE R E NDaEA GH aED.,.D w E,a2,�,2, THEDANNGENOSWITHWCTAPE. I I I I I I . 2. WHERE THE A.NGCONFIGURATION DOES NOT ALLOW TIE ABOVE INSTALIATIw., WRAP OR ENCASE THE w RPE w.04NL I ---- -RicH7 of w,v REINFORCED PVC GEONEMBRANE FORA 20.LENGTH.IV ON EITHER SIDE OF THEj r BEr•1;`MROOK. '1 ; WITH INSTALL FOREIGN TTESTIL c ON 2. O. SANITARY EWER CROSSING.COMPLY WITH OAR PLAN CONNECTION4 COIe1CT TO EXISTING 8.W WITH SNP TAPPING SLEEVE � 335 335 Mid ON SI.EET OG1.ON ONDAIVWD STANDARD DvurEGx Hifi I I I FLANGE INST.INSULATED FUME NI ACCORDANCE MTH OETAIL CC 201 ON.0E2 C1A1 MO Tv2E I TEST STABON IN ACCORDANCE WITH II 111 E` aTAu le LE D.FIIIII 111 330 330 wMOOOO;V� F. INSTALL r STANDARD BLDW.OFF NANNNDLE IN DWI TATOSTAnDARDDETM205 5.e IIII IIa 5 5..a ;d 39 325 . 325 -_-. EXISTING,RADE GT PPE l 320 ,_ '/// Permit/Seal 315 ---- - 315 90%DESIGN NOT FOR aevaF sDIW@-s.3% -----_ _ `-:.0 5, CONSTRUCTION SO 45.06,82 310 351FOF 1TwW@-2010 220 LFDF I5.,q 025.101.01 _ —__- $w Gn STA EL 295. NV EL 208.51 310 N'.INsOe...mm..0.mw w0.s s% y nncorn*.or...Acne.. .k'¢ mal OWWNWemoon acOmmNO ON,. ;d .!w - 305 -__ _"_ 2$H '�ma 305 0 -id `0 s .6 O V 300 s.��T w W@aoA ?6 1 i 355 3 _EXISTING fr SS STA •c1 NK IEE yy d p YZ Z 295 20LP OF 1s wz DOW 295 F_ O pp r, 0 101.2101.20F115,1.100.554 _ � 5.' � d g.3 LL w m<„ Eo s.am eeoolwla/ u 0 LL r EXISTING 8-SSSTA 46•10.S2 290 INV.ELEM. 290 Project N0.:2007W5599 19 LE OF ta•ww@2551. � tee++eWcn+ IDLE OF 1.11 DI 6TA0 Scale:H:1,200:1,5 Ire TEE FORBLOW-000 WWII de I. P100 RSTA +1 A •.mea 255 INV EL 292.73 255 . m.OCN,. r,.W4.4D _ -_..__ The 41+00 42+00 43+00 44+00 45+00 45+50 PLAN AND PROFILE 4 STA 41.00 TO STA 45+50 i Feviibm Sheet: 160162 PROFILE Df D'AT19 NO. Ie _- C-9 LN..._...5. u :i . R£a oos,A TFE j ' C �I/1 Ex nTmGBTDR�R E76,4.281.,1 E,:6191 a®�Ga, SCALE a , ; l 1 CPT 11521,G34 ' I j / j 11.7:I.4DEnE,CsnON.RT STA:47469.001.501 1• t ¢ VERTICAL EG�,Bzaz8z RICNOF wn10 I °S.'"7.' ._""QsAn.e DEFLECTION.« J j RIGHT OF WAr�I sClFppr igilTe ' 86 I 6 S btgg I GENERAL SHEET NOTES E L SW72NDAVE ..Ver® 9. / I 3STANDARD DETAIL MN ON SHEET'21 INSTXLL PE TUBE rACCORDIANCF 0 �� ` <ul 'Y/ �I»; DETAICC 109 LS cc,asON ACCORDTCE SS EYNOTES E:Y! I`„ STrcTAINIS WILL.CLEARANCE UNDER RRR''' i © B • I CROSSING.coeetvwlm out '€ p � III CET.CC MO o~C.INSTALL INR.,.E RI � �� I QsTR OHIO PROPOSED 161 aw 1498 MOe w FxNTm"RSTan c j ;' j m TAPPING EE`CT TO..NGGx I STA:4e529.65 LOCATE STATION EXISTING STOP BAR DETAIL ON SHACCORDANEET CSC,011TG.GRED""°,VALVE I I I° 0.89.°ME ,LT STA:EAVES9 I FIANaE NeTAl m911LATE0 FUNGEN VAULT FOR cARv vs60seoz,wcTaa'RT FUN. METAL cc AN ON SHEET C0.1 E,azazes.» I rn . DNDTTFE LESTSTATION SM. .CI ACCORDANCE.. STA:",."3.99 E,azazea.55 YDETAIL CC 4020N 3.Ns,AL S LF OF 8 1.501 DEFLECTION.LT BTA.4,.93.99 f QO I I VW INSTALL ANDCONNECTFL raµVE ACCORDANCE EE 1 aGNr o,war 3,05.5446.04 E7624288.97 ,�MN 65596E05 j W 1 v1.o,wav j F. r%TAL:�sr.OMSREETloARO DETAIL NR RELEASE VALVEm I• S,ez.x9.ao 1 1 I - PLAN PAW STANDARDDETAL306 ACCORDANCE 335 335 €gg 330 330 I I I A IY IIIII1' 325 • _ �. _-.. AAAA. __ AAAA... -..-.. _.-.__—____AAAA -.. .__—_—_._ --__ -_ —.... -..___- 325 I. 320 ., _ 1 -- 320 :o { Femril/Seal Exr9AIDS GRADE ^T MEL 315 7 315 oDESIGN 1 I NOT FOR p9TA.9.99DM x q — -- 310 ”, rF ! :8 Y ' '�<�'0'44,!'-' �R i§ NM 310 i;I CONSTRUCTION Id �a 00905es.Mt document...beep 9gg % *d P`',e q' `� ei :,Gi 5 _k --'--- --- ------- IDDsrol9xpm080Dv<OmmES co, ri d w= - s{ 30s • 1 ,xLioF.rax• 305 --�- DIw®MBx � BOLE OF = GF,B aw®,, AAAA 406 161rT E -_-- __ ,TA4946 3 52LF OF+e1 ww03cx 300 O V w nLF OF 1.DIw®,+x STA 49407.65 < O� o 295 20LFCAI00IWSIIx INV FL 9016 *z, rc3 2W rc ,F OF R DIwm3a.. 195 E5� Ow suogwzoLF OFIS Iw®,+x zML,0216101W.414, is LF OF+e DM 9.8x STA 404.2007 NEL 2957e 290 Project No.:3:02005599 4....s...,,,4....s...,,,,,,EXITINce ss Scab N1-27 V.1•5 9L,0F,s dwmnsx 295111b 25.5 PLAN AND PROFILE 45+50 46.00 47.W 48+00 49+00 50.00 STA 45+5010 STA 50+00 1w Revision: Sheet: 170162 A PROFILE Drawing No. " C'10 V , I ®Z 811, I ! • .\w��w". ! 20 40 N a� ! �N ssss,ew ! ! VERTICAL SCALE 48F !0.12•DEFLEC7IOMLT NIGHT OF W"T DEFLECTION. EMN30lI1 1 J SOL DEFLECTION.46420 i ! 10® „�4 ¢ I N 65628063 E782+2w.ee easrouF+»as Qf j 0.76 SueoeTeo L j xuEMFEET. . ( i.!) iy C pgc Bi I j GENERAL 614EE31403E6 STA5.500 ©sin63.w i I2.. FIX,STALLP N662�ACCORDANCE CORs. D I. 6 j 15 OOsTA59.39 ,TI 51.00 0 STA 6.92 .. SW 72ND AVE 52400 � � f s oEruscc,msa las a+sNEci CP, DDI :. t-7 W0 _ .._ 54.90 G4 g �sNEET NETwoTFs E N Hill �Naa, wwALL DE D. WSW.DI ME CROSSES A MAIN 114.IS .211112 PROTECTED: t65t'OEREOTON,RT 191.121.114 OF IX PIPE AT DIE 1 •.� 0.ED,gN.Li IDETAIL CC 300 ON SHEET CIA1. 11111111 CROWINENTER G.SLEEVE THE SARRE..THE DI I IS E762422\ N 08. I .l �RMN? w6v SCHEDULEME 94 SEAL I 44961106/�w RTvw6v I ETaz4w6.e4 I TIE CASING ENDS..PVC TARE. DOES j LOCATE STATION I • NOT.LOW PDMSN:uua ASC. IN. I n.21•DEFLECTION.RT 1 i uF�F,€wtraN,RT j 204 LENG112./04 ON MINER SIDE OF_ 1 56523129 1 57824305.51 I Nr�u SECROP...3115 fILL ARYLw rmcN. FD I PLAN �2i i i ' TALLFORNE CORDANCE NDE-TAEa/MONI 404 ON V. I I I i CE 335 335 TAWSTAw6NDDETAIL3wON21E530C,INSTALL TRACER wIRE IN 1111 II! 111111111 330 330 EX G WWII' STA 63.720 STA v.EX W INV EL 315.09 EXISTING GRADE 325 6N K]14.36 ATPSES 325 .O ,T EX STAN... ;' STA 5148.18 0+951,3,,..5 $$ g„ Ro AW 2d 2d _w It 320 9 9 0 L12 ,9_ 320 „ - _-O- Permit/Seal ALR n il S _ __ _. --_-___ ('"�-� 90%DESIGN _-_ 1 n1Fa16-mw®1+w 315 315Ig 61 d NOT FOR A��A CONSTRUCTION Na IO rNamn,wkre 22 01.aOLa 310 limen m. 861,F0510,51902.29. �ompel99a crecmaaaeIO been 310 IMF OF 16',11 W Q e6'4 II 92nd Wormo6on w corn..... ____-- 20 LF OF 161131.0325. 59 r 53.33 wJ 305 291r of 1e-w w.3m INV 51,31005 305 IO LF OF 16•01 W®3.23. 5236711406'36 w 3 1-?)V 300 300 ce O 295 201.50511513201.50511201.50201.505115131.291..FaF, wl. 295 -,,..6 S rc L, S 2ULFOFI6'1W p2.7% r Ut2 gLL 1 1 261E OF 16.01 W®2756 _ Project No.:2002035599 290 'LF OF Ira w®3.Ix 290 Scole:H:1=20 V:7=5 Am 0 s_IL211 709044 40 •awe ca n4�m TMe 285285 _ PLAN AND PROFILE 50+00 51+00 52+00 53+00 54+00 54+50 STA 50400 TO STA 54+50 F 5 Revision: Sheet: 18of 62 ;5 PROFILE aowln9 No. Cwll Nrnd.ea.d0 a� i i ®Z C g�I° exeeeez h i ; a8 pi E]egJ10.B STA:Sabt.dO 1 STA.57•157.051 i nO�Ot]r�u SCALE d' API .N'DEF'LEDTIDN.m I O ,.50'ceR£ .LT p i • N658RO.eR RIGHT WAY I ® _ 118E 6 httii HP E]ezu,n]s STAdbe. acrvr of wav 1 ?+ E]eznpzm °§ BSBfie: i I'� ; VERTIIYileGLE: � TE N WNW. a _ 0 0 a ff 762010.92 I GENEwu SHEET NOTES I 1. FLEW L S STA sswo cQ .F..__�. O• apQ _-- I. Der OEiuL So cavi saw cE ' rwn• IDN �. .rOm eoNos pms meq,soaDaucEvnrN is I SW 72ND AVE s.a,e ■" :� �-_-. m� —_ s9: S I 11 I ;� e - � �._.._a.— . __.- a -S OsNEET NEVNorss � • 55 m :^ STA 50550 0 . -. IAC miNduN aEu+nNCE UNOEn ? I l© lily LOCATE STATION I acaossmc cawLv wrtN Ona ._ _._. VII A54.1... w WHERE/A PIPE CROW.A MAIN THAT IS WWI/ S50'�EFlECl10N,LT OW HOW STA e,.D,m• j NTDFwn. eT,.e,.,].d , Tn:�.Rs� �„ q 1111111 N15880].BP \\\\\\ ,.Se DEFLECTION.ET 0.6,'OEfLECfpN,LT sn-q:ELECT,DN cACEEANO 3FIL NSWA10.58 RIGHT PROPOSED MEd NMBBBOr• ( NSSmep.A VAULT TOF ETONSte.01 EleNp]3.58 E]62atII 2 I FOR CAW I I 80d•ETT ION.Lr I o�aDiD avc oNegLreanuE rn 00.215 I inzbmxz ; vxMrN,,poNniD Dorm T, n aeEeTSTmNeaDDN. PLAN i i ,NDETAICCANON E. %WT.".COMISONTON MR RELEASE VALVE IN , iACCORDANCE WITH DETAIL C-904 ON SHEET - 325 ( 325 g srA d.Ged`3TAd.w 4a.,x I I Ii€ do mLaGF,egw TVWD STANDARD DETAIWITH TEM STANDARD L ONSHEETG" IIIIIIII • INSTALL TRACER IN WON nn s ,.d STA SN2,.d INV0.S113, 0.e,3.d • 320 _______ _______ _ _ sA ss.e,.w _._. __.. .... ._... __.. _..... 320 1111 ll' EX ssw my ELsnav �d2 Ea' 315 I�� i 3 _ 315 A��_ - _ ;.1 >Sa;6 310 Li a 20 LF DE,rgwga.,x �� - — ... A ..Oq. _... _ 310 . v mlEW10''q W@�a.l% `�.�A Ex0 m. SENO(VERT) 1.5' n py 9 STA S]eW.ep Permit/seal %NIS 305 e�ii EL MOW •00 tet, �� ;A SEL 3B°]' 90%DESIGN mLEorwgwe-z --. g£ p .305 NOT FOR m IF OF,e'q m�hOF, p Drw wFSOFx _ w1 pE CONSTRUCTION 30o eq 39 LF d ms a: praPem Npipingo and ppd S,ww a.,x n Yr �0 Nosror been mLFDF,egw®a.,x a ea pw ,p�5� d gem.nwanoPan orcomment mA. Nva ss00w ,z LF OF 16.01W O-,0.e•,c m a, i, Ara-EL ,gn„ss late,,e Drw®.,o.nx O GRAM 295 FOLF OF orwga.,x &'� INV EL OW 295 s;s w�ELmo�O STA d mLF OF,s Dm Anoex 0 ce 20 LT OF 1r De w®-10. W < O 290 LF OFi oiw0-,.zx e_ g 3 O Ex w b4 "d 2ao 1- 6 a /NV EL 314.27 STA d.so.ss ler BA/ rNVELstasp Ex...,, zp LF OF,egw�a.zx 4`]e• ` �' .->. p� s aE.saw ere 57.+6.8-may q'te G '> u o 285 rNV EL zeTd sLF OF,s•Dlw®,pew C.]24 <� F 30 0 I,LF OF,e•gWEP• sx 5 295 !h ,0.,�' W m v OS K qw0-tear Project No.:200260559e 280 280 Seole:H:1,2n _.... _.._____.__.._.... SCDIB'H.1'-10'V:1''S aVOE W aw..,tn ^ .z. O[Ne. nn..xxm 275 1150 27S PLAN AND PROFILE 54+50 55+00 56+00 57+00 58+00 58.00 STA 54+50 TO STA 59+00 z Revision Sheet 190162 a a PROFILE w a No. II I % STA:5W15.50 A\ ! P / s0'OE BECTpN.RT �Y L `` E7ex. E ppSTA 63.5 6 §ti 15 4 e�� s•\ N 5r.STK 15.50 f O i•gg y 941•DEFLECTION.LT HORIZONTAL SCALE ,L.2` �" +^ Enz.aii.as RIGHT OF WAY i/ ^O ® �.) P°P Itt A. ••, s,SA�. i `F;..4,F VERTICAL SCALE �/� ;9P /�/. et+ �/� lin • "p `.•\ i.s.zs•oEFvfcTw�,SEMEWSND \'',..,,,,,, ® Ogg 1 EP 6? E 5x9,0. :° gad gE'� `0,T• • ��ae>«r°Fwe... EXISTINGeeME»,.. '� ""gym afNEv�L SHEET NOTES ® „s y ili! ///```• ` I. FULLY RESTRAIN ALL JOINTS. i 1-.ien 2 aIDHTD w J `'•, s..w.,opp % VAULT�"�OCA.SEATON °E us C,o:ecc osIX HEE w.,.• • IDN it. j/ sTe.59.eo.x1 •� \'� sreio.ret�x • i j QsaffrrNorMrSLRn3aEAaANCEuuEa 1_ 0.19 DEFLECTION.85715xR55 MSG DEFLECTION.L , STA SWP.S5 _ E>52HJxa 7t GS, EN >n2� % aca0ssw0.COMFLrwTIG.INSTALL GALVANIC ANODE PI E • �� s�� • �, N 8519.95, pSarcDEFLECTION.Ln 1111 WITH II1 (EXISi9e wLl ♦\ 9L •'\ ; aP // Hr of wev83 THAT is FRDRD6ED,�-w F ; STA61E50o IIIIII� "-O y� IIII'IIIe o-, LOCATE STATION •.� j PROPOSED DI E=SEATON • o. 9,e6t.99.�•. • :iiti: .' 9tg,5:2O SHEET CP.S.E. PROTECT TREEiF. *MENU TYPE T TEST SEATON NJ ACCORD �—9TeE 78x6+08.86 NWITH DEENA CO.01 ON SHEET OP, PLAN , O 0 µDE ANCE i.NWIWI TWO STANDARD DEE.ECG ON SHEET OC.E. 290 290 I. TWA"STANDARD MEWL WS ON SHEET OC.I. 1 1 1 1 1 III P, N. REMD„ETREE MI.-OFF IN 161..10JE WITH TEND °DEAESDNSHEfTD., III 111- 265 r W R 265 m g. '42 iE F 260PPE t $F .. e°*°° GRADE 260 E n 275 %...111111% - Ezw ___.... smv ELL z6z.w 275 Permit/Seal - , STAa iss 90OTFORN s wv EL 25275, zan 0STA 51.:52° e R $�76 NOTfOR 210 - R RN� __.. a E } 270 CONSTRUCTION $m gg gem m °MwROOPS a" �°, been 7pete -'- §. Y - Nn EL m,6 ti ce"aeted°.&R Mari is. EO STA 63.,7.5. °"'7.F. » <W 6rea,.soaa=.S - �+= genera mamo onw WAR.VN. o.w '- °SS RS Rry ELx56.e33; 66 265 �''°9t min fE °e�. i _ '.1- -'41110111 _ 20LFOF,s'ww O-79, y F _ " aWW-6.3•" // 7.J WI t a pR A 260 260 20 LF OF160,wWfe-N it 25 LFo166 exSr�NDessJ 4a9�5 a�,- ", g=;,....__ �wW'S.. ��IA 3 Sip,- _ 1 R.7." eli- EX W IOU OF teaw®-+0sx n^m�m - ":<''d> 255 INV EL ne.sz ,o LF OF 16•01W 6-10.5.4 STA 59•09 65 I 6• 256 y{> Z�; ND CO S € 6 .°. A. se INV EL:s7.3s oo•SENO INV EL MBAS TILE OF,S-dw®s.sx F' u. sLF aF,e'ww®-,ae.ex 1 ,.LF OF,s•00as.5z•BEND(Nay) 250 o �" 'S 250 0 zs a>. . .. STA 93.23.15 hoject No.:2002005699 WOW 6ExD NUM WV n zs7.9, „LF Of is 01W O04 0%. 9 LF OF t°w w O 3.631 Stole:H:1,2C V:1,5 245 i2LFCF,aINV El JONI 0.14,0111{211110,10 0W0-059.4 245 4,:a, WEE cc—nn— ELF OFNwO0.9% STA 61E70.00 ExrsT9m..SS The ,0 37 IF OF or DOW GOA, WO.TEE FOR BLOW-OFF MANHOLE PLAN AND PROFILE g6 n LF OF 16.01W0 9.0* STA 59+00 TO STA 63.50 240 240 ix a 59+00 60+00 61+00 PROFILE 62+00 63+00 63+50 Rev5bm n: Sheet: 200162 Uo'.,i No. I„ C-13 v.u,,EOR eury STP:85.3]098 2.25.8E D U STA 65 I / .55'DEFLEC00O RTI ® W .0.85.18 a��'� © E]613BT3.35 Z pk Il6.el•DEFL 0000,RT R Fq 57525.. ETSz39Ta I90 30 ?`_., N �!©!9,. N NDRDDNN AL,D E C $'' sr.:eR.m.aS I 65.50 \\ ' RI 85 1.15.0°'OERECIqu,RT 1 LOCATE Si/MON Nilhe50s9.b1 ••\ ( SEALE IN T E I n65.sr\ ,f.� Hi or wnv m,cwacuE: ig N aFR SCALE IN FEET 1 ''E11657881.05 'Y� � \ �H� rwunN�l l 10 Al itta i 7823053.23 °,y 1—:,%.„.nr.2.„.o....,::.,4::,...":;'":./f �E {op7�°ax(98H0ING 8.0 / STS5b3.e9OOo �`F ExaTWO ' OENERALSHEET ® 9 ♦iF$d�i ETeo�.99IRi5 as \ � \ lash )Sw 1z raTes,rc:co�PncEvnmTv»D %N,Lrl;I I \' gt \ ,gsr.n.os Qc I ox SHEET Oc.t. 1 1 •� i DETAILS cc tda ,ads w�s�,En cPt : I • rRaa®,edw .. _ I QsHEET aerNOTEs DDI /I \O worro.wlwf " WNW --i w6rmn,wcrsnw•NCE UNDER : ii' Z ;•g E 111111111 ER RD9,R�D TM, 111111111 STS-° :1:1 _ _ N 85755091 Ay WWII' cR •_ I PLAN 714.157 DEFLECTION,LT) �ROHroE PRDPDSEo,•�aw--._--9...... i,T EIE 1. 1 _ j e aidN Zi, !u: u hh®Z• I SrA .02 i r3n3 I ,so STA) srA:TG.m.ea D.gDEaEcnar2, NDWroFIrAL SCALE: p .2 DEFLECTION.ST d' IP/ I STA:9.2112 PSYN7«W"• 14 55785669 ET6xDTL95 N 657901.24 ET62p,e.N 0 till •• ! .src BEND E>azaoTo 93 STA 70.5.68® QaTnn.ao Osrn,,.as.e, I x $gFF i b1.DEFLECTION...) 5 b 901aD.a pp IgAl�1as • • esna- Eg,G�w - - ST EenDn1, Rcu5.46) FEET • 5C.40E IN FEET .. Nae W. ._- rro ._.. .-_.eoadcluawu-tt E,61M„]B ETax.an at 10• 4$a 97 ' 92.069.0.1 ._.. ._ .-_ M,e2�039flC._.._.._.oa NA'.� ._. _ ® � jj$#J#J RR3� L.•_••�eTA 2..50 Oc -••_• •_• .._-- .- RR�WPOSE1,Dlw ® h„,,2$!s GENERAL SHEET NOTES 2. INSTALL FE ROE IN ACCORDANCE WITH TVWD I'l.' x INSTALL JOINT1101405IN ACCORDANCE IV, STANDARD DETAIL 3010N SHEET 0C-1, lb tu. 'L ry xt I'V' GETMS cc Mt AcEt ': < I 0 SW 74TH AVE i0 V 4D11fa gIR �d a� ��w 0514.1.1 010,9 9. RI O Y,AIN.RA2DIF...HDEDaDER _.._ Wit. l i B, SAWN.SEWER CROWN..cONRLrrm4 OAR i. Q�aTA,a.m �•, �� 1111111 i RDHTDFWAv STA 69407.72 1�D 50 DEFLECTIOFLECTION., N N,.69 BLOW-OFFMAYPOLE STA)7.06, °""" 1 IA EEMIb9B i9 E,e:bT,.sS I I a jO.INSTALL TRACER MI6 IN ACCORCANCE WITH E 7624074.97 NSTALS,STANDARD BLOW-OFF NI 1.1611NOLS IN , cec orb. j ISIw1raF wnr i13•6/0 STANDARD PET,306 ON SHEET OCA. ON WEET 0C-1. • E,azbTs.,s I Y j LOUTS STATION i TwD STANDARD DETAIL los • EXISTING CITY OF STA.71409.80 TunuTMM CCPW §8 b.0•BEND ! 3 FOSS cwv i �. COSTINGTNRusT BLOCK IWO,DEFLECTION.aLT) N j • T STYROFOAM BLOCKING e[Twa[N PLAN 0102000000 i LOGIE BTATIo2 ! LNE9. I i ! 240 240 1 WI 11 22.50•BEND(V0RT) -STA 8.05.91 ION EL 220.99 235 EX .IO -20 IF OF 1e•gWdi3x E><ry taLFGF,sgw®1.5x- 235 I Willi so eL 2o.os _zo LEa ls•gwgasx STA„✓A.N IIIIIIII EAWIIN EL 216.05 Stn N.tSb 20 LF OF b•qW 0-0.e% Ex 9W FA}29.8 A,t ,RT STAT2.a% 230 WV EL 216.61 NV EL ra,o x30 STAB•9,.N EA OT W 1.2100,16.131.06/.214- S� 29 NN E1 00 45.03.BEND MOND TVAEL 20,.87 r STA 71417.09 225 2-5 IL 8d 2 §� 00 "' Yr �i $J g Ra 225 ADZ/ 3 W w& E1D6TNG INPE1 9s IIEw IMORZI a" ^5 n d 7 .,.1 >L Peenit/Seal - DEAr <.> 'C 20 L000I4000-N.Ix ms�iv"Ei ae:w •� �i <W - H� 4 s. QAp s>; ;� %'c 6i 90%DESIGN 220 egm `"as 0k STA 9999.D 1Gi ,-__"-- 4_- NOTFOR -n„ �m 21 91 EL me„ 1115 WWI 1 CONSTRUCTION R �SSTAea p - �� g# EL zws2 STA Twm6aW NEW) R p - Not,NOerm p<ng°rotar ar is 215 % _ W rrvEL,s9.1e � 215 Da;,ai�o�,:mGno.aco�:.�renl ar,Ouposes.n,doament nes not ^ •.- 0 x10 -0210OF te•gWg-tt.2% �� _ - u��iL G84 EXCSS� 210 ,0"9 ysy!- • srnnw.e9 10 LF OF 19•gW g-,.]% _.4!!--- ^'w I/'��'N2ELnOB1. fi 3 205 121F aF ts•gwga:EX :w STA 8.14. (,� 205 LI: 9, n IIP/Eg28.8 \ ALF OF 1,01.8. 1.- Q 2� ye NLF Wg-11Ax \1 O qwg-,e9% 5� 0o P. zao mLFG+aLFG,a•gWg.,n.a% p5TY72.D0.97- 200 €<„ WE', � w DIWg-,>.x% �E"� LF gas sLL gwgtzsx Project 195 Fina�NG�aa�- BLOW-OFF E EXISTINGa I � E s�as �1a EXISTINGS.as aLFGa9F g,a 1� __ m ..- 251F of,e DIN/g 63.245 Scole:H:1'421'V:1.45 17 LF 5, chid STA wg 17.5x 19•oIw•aax- n To, r0 ,6rt TEE FOR OW]ga LF OF THIe 190 nLF OF 1s F19 DIW g tza% • 190 PUN AND PROFILE 55000 69+00 70+00 71+00 72000 72.50 STA 68+00 TO STA 72+SO k ii Revision: Sheet: 220562 PROFILE bowing No. l° C-15 u ez4.1 e 11 110121TONTAL SCALE EX/STWO CRY OF — $eGIM FEET VERTICAL 411 Eb¢I ® l3N; TsrA:)Aw.97 ;4111 71 e1 oDEFLECTION.RT N 6513313.16 ( !!) sr7.o0 lr' ERmfcrgN.RTI E7ezm,sse5EHesens.m RIGHT of WAY STA 2e.000E 7a2mn.sz rvNl _..__.��"" SlvwaFF wNNaE � cENERµSHEET NOTES ,n 7s.ao —._.— —.—_ —•.—..—. SW 74TH AVE s. FULLY RESTRA.tau JOINTS O zrs '.b - ACCORDANCEWIm TWO _! n ,,,o! i ] DETAILS CC 102 a CD 105 ON SHEET -. ^__ .� AA 5.--....._..A._. - • ___._ _. ._-_- -___ n.•_._-_. -7TVAu bx� ACCORDANCE AIm DH . _ 0 sNEEremarss i O .w.enrN ClEaRaNCE UNDER A ?RANO.„ .SEWER ER CP0.9..COMPLY WITH OAR C. 1111111 INSTALL IL I VNaNDDEWACCORDANCE wRN r — — — — — PROPOSED,rpw — —' • D. WHERE Di PIPE CROSSES A ROM• OAT P �WWI CATHOEXCALLY PROTECTED: 1. CENTER AN 12.LENGTH OF DI PIPE AT TIRE iI CADS...SLEEVE TIE RAPPER OF TNE DI • • PIPE IS SCHEDULE•0 PK PIPE,Ano SEAL E. Ric STA-73+39.45 ia0 ! RIGHT 492 j 09.5•DEFLECTION.Ln R,22T OF wav -=6,g6 j : CASINO nE VIPINc NDS«Rr,IPVCm,.t'ioN DOFs ! ELowTlc aeovE msruuTwN. i E75z.Dlo sai j iWRAP DRE) THE EIPIPE wm OR ! ExrsnnO • . CRCS...THE ELL AROUND OW • j QRCQ RACE or9E9/FORCED pre GEOMIEMSPANE iNEa i N98 NOLlrw i m ! ! ]. INSTALL FOPS.PPE sisr�mrPOCK 3lr7 vii ! PLAN DETAIL CC ON I j 240 ON SIEErT�I TwAV Sr,woulooEraILzos 240 I I I 11 235 ..... IIIIIII/ .......--._.. EX ..GRADEAT P 235 III I I I la STA 78.40.08 NV El219.13 230 ? 230 225 Ex TEL 3�w $� rew 8 srA,.pT:e- d$ Sr a52 Gt '_ ,,-,°',e▪ •dwg 225 ttN EX EX POWER 3�0 w Pee,'et/Se01 sTA TOWN- STA 2062.37 - 220 sR INVEL2W.S1 wvELA7.99 Wm '�� ”""- ®ee' 90%DESIGN w STA TORS se Tvc,s d' 220 NOT FOR AS.ar ee+o Or EL 206.99 „= rvelTl "' CONSTRUCTIONS Ex POWER STA n.51.5] - �00°I0 215 STA TOMS NV EL zoom Ex 3s SO 6A - n�I OF'E 215 NOlmuammNex pri,npor o,Ro eRa�e INV amass IA G8 _ STA nw,.A- X88 TK _.--.. TODe sa mw�im�bn«cammm�m eilxn. $'dn WEL 199.AgenerN 210 "r< "• «`,� 38k 85i< Mw®j5% 210 W 205 04 a 205 -St 1 wwl•a!e _ _.. --- - - -. : <@ 1 LII II% !Hli ! 1 PIV EL 197.63 11Project No..2002705599 RI wx•ewwcau1% _ u BEND(VERT STA 73.5815 - 1505+0 INV El 198V 29 LF OF IS,Wg23.e% Am A_ • 3 LF of Tr as{�r3-0:rR.se --.. Scde H.1`n0'V:i^•5 190•• eLF or MAINZ s ,n.an mow, w. G-n•m 91+OF,e•DIW 04.1% 9112 EL 190.]5 190 PIAN AND PROFILE 1 72+50 73+00 74400 75100 76000 77+00 STA 72+50 TO STA 77+00 12 b9 Revision: Sheet: 230162 j PROFlF E Drowirg No. L 4 ....-.^.o C-16 Wt ez 4.a Nflit i i I RI g° j 3 j i No_wrK .E aaAN %ti: • kk I SCALE IN FEET W ! STA Qn cO j VFW..SCALE. iEgNi¢[ I Mj .` TIJALAGN 36-7 !: _ 6 i,gt,,,,I STA 19.0 0 ExaTPawTYO A aE EN aNEE NOTES 2. .3TALL PE TUBE IN ACCORDANCE WITS TWO ., Igo g DNi::: $ - PSTAL JOIN!PADS El ACCORDANCE DETAILS 8 i2 o —— oaNEETNEWaTEa ISW 74TH AVE r 'b .4 I.2� zi.mrxiwacLE.nW.cE VIPER 111 CROSSES I B. WHERE CPI PPE 1. CENTER AN IP A NM TWAT IS PPE IN SCREOULE 10 PVC PPE.ANO SEAL � F THE I31 - ,s za NGTHC.w PIPE HMI , CROSSING.SLEEVE THE NOT ALLOW THE.OVE INSTALL/110N. 111111` ` �Pw..a. ,.p STA:7881110 0827.FLECTPN.LT ET«.was4 d • PA�POEe,sww �a«�TO •! TIE CAS.3 PPS WITS PVC TAPE WRAP OR ENCASE INE DI PPE IN AGMS w". 20.LENGTH.IP ON EITHER SPE OF THE F y 79.8CROSSING810 CO TNE FEL ta°Ps a. ROCK. i 3 j Neseesa.,+ LESS EXISTING 3ACCOROAPPE WITS. TAG.IN DETAIL CC AP ON 4y ET020ea1T Ha.1ew I rtoANCE wm, :Y A C. INSTALL GALVANIC ANCOE IN b PLAN i i E DETAIL 00300 ON ACCORDANCEre VATS IVWD STAMM°DETAIL 992 ON S.ET OC-.2. WITHPETAL eaTEPVECCORDANCE 1 1 1 1 1 1 i' 270 ACCORDANCE WON GET.C..ON SHEET 270F. INSTALL.COIABINAGON MR RELEASE VALVE IN ACCORDANCE WITS VOG. STANDARD OETA.L TRACER WIRE PI�ONa.PTGC-I. I I I I I I I II e8 265 15 IIIIIII° STA 38781.99 � d& ..._ ---.. My 0.2500 .?c• 3Fm STA 371.80.ow EXISTING o "r s a n.1 o f 260 280 an,EL 2..s. ; d x�vwu n R' 0'7i - 255 arr exz .T § 255 1 -... .. _-.... ...... 0 c g -3 _ Permit/Seal $"z d F s pw OS A'° 9f1'ti DESIGN 250 EA W w q a$ 6 3 ____- LET�P o 250 NOT FOR :E11� —' CONSTRUC11ONNL1, s eP !a _ I Noi iawrr«s pic:nw otro official 245 Yd <i 1 ' EXISTING.9'SS 245 amoves:ft documenleca not been ;Ko?dWm ormeior,. -....-. EA Powr=a =� 6d S177INV ELiv.i Exa 37.311 ^d - - , 240 -,2E - ,S-qw 240 24a+ ce 43 aRp 0%1 a,.r OP,c wws® aw� O'" 'Pn Fd gw 235 Fd _ 235 J O 0,3 < OLE O ,„.,050sawoa. sO<6 cjO P 230 230 > LL �' m< E— > 20 LF F16wW®Tex u_o �LL 20 LF OF IP wwSoaw Rgeci No.:2CO2005599 225 • 225 Scale:H:1,20'\:1•=5' FEW 01 �Ex�s"OLF 0P16 ww®..sx E O.a. nn.NNm 220 220 PLAN AND PROFILE 77*00 nuc n ss �� `� 80.00 81 X00 61+50 STA 77+00 TO STA 81+50 ° Revision: Sheet 24 o162 I6§1 PROFILE Drawing no. Ia C-17 Z CD Qth 1 n A N C &, I eile I• I U I ,..„—rK scArE: illi 0 I . @ I 0030140 CAC OF ALwTw m GCvw I % I vxm,CKSTxE l A l%g,! 0,04.-. I rArT orw>v ®SCALE INFECT ® FSU 1Et i:!;1111! GENERAL SHEET NOTES 1. o _.-_..__._. t. EUur RESTRAm ALL JOINTS.z. INSTALL BE TUBE IN ACCORDANCE wm WAD$ DDI 2TDV.-- 03+00 L °+ 01+00 a5400 Ia < STANDARD DETAIL 301 ON srEEt 3INSIALLJOINT BONDS IN ACCORDANCE VAIN Q _ ' y _ — . DETAILS CC tazacc,os ON SHEET 00-1. 13 I 11' ^ I. � \ sw 74TH AVE \i, !aOB. INSTALL 0ALVANIG ANODE IN DAc.9oxSEERr. I I II €A MAINTAINrwa9l ueARsxcE UNDER DANCE WAX 1 111111 I PROPOSED.'DI W I STA 02.00 e IDDSISIC H9e NG, ,A es I l l l l l a �o • WONT ORWAr • • PLAN - 290 2% IIIA EX 285STA 85.33.71- I I^ my EL 2/235 285 I N� ' EXISTING GRADE AT id ;ZN"i INV EL2Tx135 280 __.. _._.. RAE dA ;< _ an as_ DADA$ - zeo EX TEL aF d d <d ai -' 275 STA 13.49.59 dL d <� wl C .......... - o __ _...... Enw INvaz13s.n °'d <a� '°° .__..... _... 275 STA 13.ws.35 E.r POMER a� ad �- - INV ELMSS dv srAe3413l3 Iry <£ - - He LF ar te'aW®2s% PermWseal $d INV EL 25511 <et et i 270 _.... __.. d- "T A... aoLr or lsawel13x .DESIGN 82. ag d �A��— _. NOT FOR and 2 "2 d `r,= ,x g6 CONSTRUCTION < »_ .a d k "" an Lr aT 16 molan°°"in.0.amaneoN... 265 2 d not teen <E ___.. , __ 265 cormkreaorm.oma am ea SAW O waST" 0. 9,nNUFfdmabrnwcamnen,pW. sTAe,•m1313 AO LT OF 1fi.a DIV EL 2.2W _.. 260 �-- _ 280011111.11111111111.111 fr, 253 \ e._.s ; ON V 255 m Lr OF trerw co.cox, _.._ riJ, w@12% zo Lr OF,SO > Ori BO LF or ls-olw®s.13x —> z o z� 0 3 i 250 BOLA OF 113'ww®133x 250 �gU (j� g nLr0r15-m w@3.1x m<,� L�,� 20 Lror0S+01W000+ Udo �LL 245 EXISTING CASs 2ocrortaoIw03.1% Pry iNo.:2002W5599 245 20 LF OF 16-Ol w 054% _ Scale:H:1,N V:I>S. 01.10 30 LF OF18-131WC6.D% oo. wa noon Tille 240 240 PLAN AND PROFILE i 81+50 82+00 83+00 84+00 85+00 &NOD STA 81+5O TO STA 86+00 It Revision: Sheet 25.162 PROFILE drawing Na. L ......_re, C-18 U :b er.O ® d a6.a5 DEELErnan.m ff 15 n6s5]s6.se e[a E 76z.,z5.65 • 270 • STA 65wD.610 R; % N65 = 1 $ STaee.s i" 2,R. •\ sraze9,aoax NDmzanr6L5c"LE: g 1§y ,5•Ev5ae5s TEE 20 40 EN61.1u.z %' '\. .s.o•eENo SCALE N FE. ® N a3$E ,�� E76znm2z ��V A p�f V �6]6znrsaECTwN,ap vtnncAL acs: igA 48@ N 6S.77.42 d� pt9f '` E 6 sS€ P SCALE ^ pS$gg—fitt 4n° X. •6 / 4. STp.. STa.m 50 SR 2 5r.awr,..,Qo a� E,6].,6.56 .DEFLECTION.nn.ar— DESA SaEErn°E5 • h % E]SD.tD5.6. , *N.'to , p s.6 WOO O. 1 .59M11.6] z E \, / ID • i h A~ SLOWUE n66mOL •, non.RT) s SwrALLrLwE N 0597150S ' yam^ m°6wLOCATEsrnnd '\,1 E 6z.z.6]z DErn.salozaccl.o«s�ErcRL I I I€ 00 M.65.,0.1J WGaFOEwav�/ �Fx ��•.. OsaEEr KEYNOTES E 5,.,,6� Q PROPOSED IV dW 12))WWI CLEARANCE Will • a�MDFW". • :zoo 1 IIIII= p5Ta56 5 % 146.74)DEFLECTION, E""5�E"E DG • �� w a.aEa,S d W E]6z.,a \ 5Tw° �«M DaD.N E sra:e6w,.n i" ,Wc \ '\ 7EDETca+6,Ei'xT�N 7'c EdmE�cmca�v TMG 0V fano, •In 1ELcz Nssssu.n r�:r' 's.5tnan�. FEIsass a�cu7m6c�6'�r raESW�m.SL;w.o s.moFRo� • 71224105.87 , r /• • -7..91'61°°"' FUNGE INSTALL INSULATED FUN.. . • \\ / y �' �© •/, 11111 1 METEOR CARP F LSLF OFC d .STA,toerol.$0 iseesro,.03 LOCATE SEATON L ,a4/' E ;n PLANT aan55m6T°aLOL.wand,R 1 1 1 1 1 Ii ''� III III= 290 290 I Permit/Seal 55 I � 1:21/'El.n..n 90%DESIGN 285 5=. R F g _ – R: 285 NOT FOR " �$ $ �� ff FxwE"86''� a ?$ 2 ^ — CONSTRUCTION tlt'i a� 2 ;,-, gym 2* 05 Nm $0w 613+3306 5655 m �r°am 200 gg STA mro6.v .. x}� 280 al 7F $YF :fib �>: LEVEL za5.56 oSs b c«"":*, rnxL°aammiw g1q ia. p5.,5,ynramow� cm.luS LOA Bbd $sd td 3Fii � J a -l d z k m <w p <' 275 k _..... 5 n ,-' 275 -' 11.111111 2e 15 1CdW --- GR 16LFOF 16DWO®I•i. Q ��711 A\ We �� g 4...--- -------_,_ wsa,eo 0 f- �o 270 65 LE OF i6 dw®-0>•. ------ 3w -' v-6. 270 D, ", 55u• g k ' aFW $<m o STA 56.7o1s� SxVv w•qw g.sx 4°4gA �*^'a 7 k€ sra Eeo ma — 16LFOF16•dwe5-OS% 66.5.7] II-A., Eaax6].�0 �� „LF OF 16 DINT -0,.. STa66.,.64zss 285 mYEL�ro.7, �6,.6rEF 1 g u c�° ° oLFOF,6•dWEe�,•„ ��[1ralgli I °1� W `\\ u ❑ f LL m 1,30 OF.'d w®+sAx `EXIS1mG LP SS Project No'200200599 200 Ex 1T 5D '� Of Nino-,66wvcara DUSTING 6'S5 STA 65.5sst 260 ._—... FW EL ms.51 ._-- -.-_.. NlF?SEfd`a1WdM..% Scale:H:1,20 V:1,5' 151F GE 16.W O)5.1% 6126•BEND NEan2010.10 STA es.re.w . °0-r o 5,•m 11119 EL 263.64 255 `�'�E011°L0Y1'O"E 105L5 OF EDIW05.rr, 255 PIAN AND PROFILE T 88000 57+00 WOO 89+0D 90000 90+50 STA 86+00 TO STA 90+50 1 1i Revison Sheet: 26 of 62 PROFILE °O""9 NO e C-19 N CD 4.1� ad� S { g L, STP 91,00 0S. MORDONTAL SCALE.j ea l~ _ VERTICAL SCALE., n48F am � .,. �R�cHT o4 war j y I STA MGM OF.. ® ® �� €°lea i .,sem Rs, °"$ {s€; • • ��a �.. ,\ STA,92+24.08 REND `.'� NAV DEFLECTION.Ln GGG .._________ ..04,„„,,,,-;:i.„),400„ t1, ,ro 62..112.9, - i ........_. r FRRPRO RS ;'.._____ r oeH6RAL sxeer NOTES oNi; 'N I FULLY RESTRAIN rte.- 2z6 A121 u ACCORDANCE tea— 39 ��o� oETA<6CCtWe«INSTANDARD DEN.201 INSTALL JOINT BONDS IN ACCORDANCE WITH I€ = a_ 0SHEEPNEVNOTE3H 11111 0 (0 00 ECTwx.LTl =x R os ` °ER WITH 000 I= _ 55550, B. SANITARYSEWER 5T. 65p E 62 662.5, ,. eAHaaE W ACCORDANCE W DETAIL GG 300 0x SLEET OE-,. ----- .s ,.022«3..6 FIGHT OF WAr .."........E7;..3;,. ROPOSED,6 qw •---"-• N31]B RECTM)N,LT) 652553.72 . PLAN E752.ss5.22 ee 325 IDI D 325 IIIIII STA N.C. 225N SEND IHOR2) 11 EXW INV.316.90STS SCR.2 STA T A94'2.1M 'ELMISS I III I 6w0.31267 ! 24 \ \ 320 II 32" STP V3.10.39 315 570x.106 -.. 00002091000 S'a O saw Fez* I 315 54� 310 $E g m7 POLE OF 1S aw®a6x 310 db w� m9^o _ 'GSW.6Tr �4xis Pemnt/5601 305 p 6.--"-"-- y s,�p4� 305 90%DESIGN —EXISTING s .— -.',7,2 6+ NOT FOR i 4a7WawaEAT - �5e'a6Woe 22 L4G6,6Gw0e65; CONSTRUCTION 300 AES Nolbp.RN..paNNWbm _.._. _.. 300 a6Resn RN...era msroreem Exw _.. cm6b,eaacnacte6am N. STA N1.eius xe6ea6n 6,eaTa,6na,6,.w. INV '-or6s AB 2023. 295 ;b INS EL 2912, 295 _� H . y1°a O,W® rc �5aT404,6 w 290 3 Oy U 290 w L- w O a oa S > z O o 255 285 g 2 O:;2, w _... _..... __._ 8`N th D. w07''A EXISTING 8.ss Project No.:2002005599 280 290 Iwm Scale:H:1,200:1,5 275 Tpe P.1. old. nn..Wm 275 PLAN AND PROFILE i 90+50 91.00 92.00 93..00 94.00 95+50 STA 90t50 TO STA 95+00 IFRevision: Sheet: 270162 "4 PROFILE !hawing No. 111 wrr,.6si...eo C-20 u i STA 96.are7 I NORPONr�v SCALE. + k 1.1h 11.24.BEND i (9.9z•DEFLECTION. ® _ 6�4 O 2"7:1=:: 654650.3 e��..N FEET w e i 8¢ 76.66 CO - — — — VENT,�6L30ALE: IgA1{;66 '3i uo EN 6546943976z1746A6 IGHT OF WAv - - .. iE S4gg¢'� ' .� sTA 95.46660 - - - - ® ® g§1P1212: •as a . STA 97 ...............• i�G 6� �� _ —'— 'y ��o w o =W GENERALSHEET NOTES - -' .aE6raANAuJOINTS. DDI i; 3 3 ueENAcw11oAET 00.146 TvwD INSTALL JOINT BONDS IN ACCORDANCE V.11 DETAILS cc 1016cc lm ON SNE6ra-i. E INSTALL ooErNL>o,aN6NEEroc-,. /: . ., �'6y s° 11 i 9 t P oµs _ ..............44.... O * rta�®� 6 FEa0.V�� mw vwAr I RCRossND.coNV•wm OM I I I I I I1 i• ' - - - ACCORDANCE waN DETAIL GC 3M ON MEET... .. I C.INSTALL 16.BUTTOWLV VALVE N ACCORDANCE WW1' wm1 Tvwo STANDOMBW,NIO DETAN AR L 402BELE 0,1 s�ET • .43 2. . D.INSTALACCORDANCE CE WTH 2.4 AR RELEASE EET GCALVE.-3. / VAULT FOB CAM • -� wovosEo iemw I AccarmwcERWIRETULcaaoNSNEETcw. .- -••-• sTA9e.wQ E. INSTALL STANDARD WIREN ArruaSHEET wrtN LOCATE STATION ,i GA.STANwaO cerAL 366 oN SHEET GOT. 87417.23 22496.16.46 STA,211146.20 217R5'1R:lD EXISTING e•W ' N96NDL1 • 22.6.BEND 11.26'SENO 0.56•DEFLECT/ON. I (19.51•DEFLECTION.LT)) erre•DEFLECTION,LT)) E 276z762466223 i7Bl:A EN7624631140 PLAN • 355 365 I I' 380 6e2 1,. ""-- 360 SI* fs � e" i t 355 ,- L6 6a'dws 355 iy{.....____.. .-' spa 350 EXIST. r�1 LF OF 16.dw®e I 350 1 '""-" Permit/Sem DESIGN 345 6giFas "--k'p�,0.0'oss* 90%T FOR g -' 1 345 NOT FOR r4w.a°`e °�F c "--"' CONSTRUCTION EL 3.46.01 ry B.Aj 6* Ndbp6mi4 pidp adlwrolAtid P4PAses.11.21ocurnenl Nue se twee 340 4 R� ."''- .__ t 340 per6n6hbinn6on vcOn9.6T1 c/14.. y a --" ae Nese* 335 $^ gsdlsa ._. 335 �i Mn96401]1 " STA 65472.64 ""•p` t O r r1ve31x.07 $� <w 1.00000:;000000,6'. - ; w yw 330 2.,--': 8, m "" dKa330 Se 0� SP g^ G -NJ 6s� - Ens7NCEss- 0 6.dw 952 96,o,:;-3 0 :: ILe� 4„,....::::•:::::: 325 ~ a _ —... uAo FLL 1 8+6 etess0 Project No.2002005599 AN now:wNna 320 ALF OF is @9.1x —__ ___ _._.. _...... 320 SaaleH 7029 V.1,5 YsT.;'11 ,771 ems GAANA 204.01 10 e . m eNEL32111 Title 315 ALFOF,r Diw@91x A LF of 16-Di w @ 9.r� 315 PLAN AND PROFILE 95+00` -.131TNo 6.ss 95+00 87+00 - _ 98+00 99+00 99+50 STA 95+00 TO STA 99+50 Revision: Sheen. 250162 IXowing No. ti PRO C-21 00 qa o STA,6,.6p STA 102.2.320C) s[ STA aTA,6D Dpp 11 RIGHT OF WAY- E.2523912 1/559369615.X 5 TEE g STA 102.1320E7525276.46 i .1N a ft %j .—.._.______... ..._/. s7..rm.o0 pSTA 103.0 ' tad — _ I e) i Vis ? s to �a m+•��® 360 -- --- ' _ �r02.00 cENENAL srEE-rrnrEs ��zif �� n„rNEa NwNAu,gNTS ini,s • 669.0 ''' ��.r i 2 stµg za«``Ar• '05 ON SI.ET p W. 1 sv e 91 FF v m y� ��WaAYLORS FERRY Rp a�W= DE rr i w x oa KEYNOTES LOCATE 5T MOOS QSTA. _ _IA 58 _ _ N6R5 NaEARAN EDNDE I I I 1111 4Fr >� i I RI J]DEFLECTION.Rn LOGTEBTAl1pH •�• _ m S n DETAIL CO 300 ON SHEET CSAI. INACCDROANCEWnN p STK 100.5.65 � (1DEFLECTION.RTI i 5,,, ,6 VAST FowS�a GRO.ING,SLEEVE THE BARREL D. � III I I Ig ., • EM1501,.W i i PRORO6ED,6•gW RIGHT OF WAY ` _ — FrTIE CASING ENOS WITH PEG ARND6EAL STA,,eENo� i2. ooEs x'ea>aLEc„D�I.Rn i WRAP R°E„ EA;°EaFM.oNw E 7624663.37 _,//1: 1 14�fie�,[ayrw A� Ma ANE OF OS TEE i• ROSSIINTG.tl1T EFFILLAR OUND THE • i PLAN •r 3 ,-N^0ao�a • 405 E WON LETA.CO 401 ON SHEET CP,,os DET Eu 6 ON H (€ `aSTANDARD AG. • g E" 11111111 DETAIL 302 ON 5NEET ,.ON TARRING VALVE 4� FUNOE INSTALL ACCCSICANCE WEN SETAE� ; E ca, '°° ANDT..EITESTSTATIONINA000RDANCEWNN IIIIII= EEG 7LF OFfi • ALL ETA,ON75.M ," DI W AND CONNECT TO 16•26'TEE 395 R $ .. wv EL 367.66 v+®7TA 3B5 F WCE ITALL 111TVWS STANDARD DETAIL INACCO SHEET ¢ r .COMen4T'wDwn DETAIL REELirEASE 2.1.IN ;`d m f g0��,s•d H. MTN,TRACER WRE IN OACCORDANCE WITH DETAIL G-301.ONNcSHEEE`N TN.STNIOARD DETAIL 308 GS SHEET 0.1. ! 1601 IS AN EXTS.G THRUST SLOGS 7, iso „s s 390 REM.EXIST.6GSENO. ri ;; N s^ 385 a. s `<d INV EL a65.s __ 385 9NOT FOR N RR$$ Ob� od �� ,6STA�10:E'E,aa 20 LF OF t6•gw�5.2% CONSTRUCTION g' ,`�, STA,D:.4:a2Q EXISTING N0,1« awugo-amFoam 380 d snNGa ss D00f6 ex�Frrom N7,Dwaoorr GS. Ary. .- ,d,assa* 380 knocked ore 6wr ,*35•RENO(NOM) %.1 21, $ cc comm.mt. d--,.. " AOL 375 sT Ei6sin ?Q 8g $e 1g S:LFOF,5gw07.7v. 375 . 370 '� yR �gez°I. 3 p� U 'w __;•--" A6 CF OF,�O 370 J w Exwd' —> arKa6.5s.66 .- ` 6 _. .p�p'z w 3 385 Rr/L 5.6J 2016.0F1,01,9,55% 6 F¢ Ur O EXISTING 6 ss 365 U A 0 �K 1 gW.10.Yb 3811 "� LF OF, 2OLF OF 16•qw®F, %� � i�: ��r:.wm 360 0.9.10 • 55 CS 9 PAW ScoleM 1 2P V:P•S SO Li OF,6-DIW®F'OF 1%6'q W@s4%6 • my¢w.N6 ro 355 svoeisgwais" TMe 355 PLAN AND PROFILE 99+50 100+00 101+00 ,02+00 103.00 100400 STA 99+50 TO STA 104+00 s Revision: Sheet 290162 42 PROFILE o-o«n9No C-22 N U a 4.1 t 8 { 1 Vc I IiP I Q ® C a /R rA,i.6Dp aR�aNrn acAE 4.1 ill! 0 20 40 I N I STA cTtsswa is. RT STA+v6.o60 �'�S Eq FEET _ !Ili STA.IDs.56.es • rvewDEFLEcraN s " RI& 6.u•DE Nesaasn..0 Ere2ssse'.n T.Iosn� �gS 3p'°T J L E 6,55a-e RIGHT E., ;SCALE RIFE. 'g-fa_-.----•--- — — — - o6I 0,___0,_0,.—_.—0,_0,__0,0,__0,_'0,__0,0,_0,0,_0,___0,—.__.__J fi'" p$9pptt6,3 • s.5 X ASie � o I I SW TAYLORS FERRY RD i e cE=FnusNEET NOTES �Srnw ALL i aOINTH if It'0. 105400 106 I07. 108+. z AACCORDANCE C•41 =—._.___. • \ DETAILS CC 1028 cc,6sON SHEET CPA..: STANDARD DETAIL 301 011 SHEET OC-I.3. P4STALLJOINT BONDS IN ACCORDANCE WITH � 0 ea.,rd+Nons 1111111 ----- r _.._.._..N _ _.. .._.__.._ 420 N 650953.58 —.r.,-67.7,—., — — — — ; A,a�NARaa..,aRF.WD�aAN PRDFoaEDIggW — ICC ACCORDANCE 1II11III osE III III = R E 7/2377858 6DEFo. • RIG,OF w.v ONe81Y5m5 E26251107 .j I cvrts..ntne N 000.31.0T 1.N DEF • E A.M.. � I 0853040.(.M,IOLI0,W FS . I y i I• PLAN I I . 445 445 II VIII 440 '; IIIIIIII1 El IIIIIIII= :R ki STA,m.ass =.se> -- 135 INV EL 525.30 R ^F ."""- 135 E.w sg """.. ��`....TR INve 9.22 °''' J 74ta.YAl yg a w '""" S 430 8� mi 6.v E11a5.a1 130 R" <j .-"" N1F SOlFOF 1e•q W6a.t% — EMT.. sm "- _ aw ® Permit/Seal PM 5! $� 0&° 90%DESIGN 125 ®a a - 1z'S NOT FOR T4T.zE"eg S tq.a.m �: al ,e,0"...w..7x CONSTRUCTION u 6ry Ei.o6.76 6W EE=,t.et "" _ N01 b permits.PHaw 0,0100,010. 420 8g al --'"" w OesF 420 vmwav m6evcumem rmm,eem >�� __. .,,,OE'''' 0,_0,0,0,.. .0r11 blete0 or n«coN c.xav1. " $ n� 115 $B k� """"" JOTS OFtsq WOeex ::: a 0 §g1 _��-_ "-�^-'--. srA w..6z.se S W " 4 b<Lz0 los ^� ...-'" g+,6•D,w los �gv oLL w�.6•* a. WO.0.815 u.10 i fLL ,LF I5�Dl w t6•a 250,E OF,s•O W @ 8.8% Protect No..2%Y1WS599 100 ,,,..+°F ae if a<16'gW®ee% 100 6s Berre08886.60s n LE OF,S.q W®e.5% ecras kd6:H:1,2g V:1,5' µ11 t06Na2f 16 DIW 97.0% 3slFaF,agW,,... F1e03.77 o-.. um. o+e. Ir.vxm 6.8 Me 395 _NV E.300.52 3�' PLAN AND PROFILE 4 104+00 105+00 108+00 107+00 105+00 108+50 STA AND R STA 108+50 4 PROFILE Revision: sheet: 300162 Dr gNo. '' C-23 N V §. ® °' 3ig1 I I s I o. i NgezoxrAisrxE: 8 ig$l NIGHT of WAY STA 109.000 j j su,Igszn00 STA IIz ! 1111 STA 40 1 m I -_--_- -_- - -_- .-.-_--_ VERTICAL SCALE ,e � Te9d • aso E_szoaT 7R�.o.w.v I• ® gigA gP�fi u— r - = = IN FEET 5 so 470 • m0 I Sw TAYLORS FERRY RD i b it GEwERK SNEET NOTES 109 00 110.00 111.00 yI wV1. FULLY RESTRAIN ALL JOINTS. ; - __ _____ _--_. ._ ____________ ______-_._._ - \ • _.-. _._._._ w s o[TwLs COtoza cc t2. INSTALL PE TOSE 114/sWRoaE NTfN NM .l' STANDARD DETAIL 5 \335 33 3531660 i i oR1 B .-_.-- PROPOSED 1Ygw F bt ON SHEET GC-1. - - - _ - - - --_--_•. -_-- DISTAL!.xXNTegoBHKCgto,wcEwmt CC I I IC �.---.-.-_--_- - - ET REVNOTEe I r-•—•---•--._.._..—•-----—•-------------- ° I I I I I I I1 i u eTAtorte) LOCATE STATION A,,, BUTTERFLYWITH DETAIL. ACCORDANCE IIIIIIIIA •_ N.RT 1 I Nr of wAv 0•s DEFLECTION, OE 300 AH ET EPETHAccq%OEwms C.NSTNL 16. TING A•v EMM9F5.08 RHNT OF wAv j n.03 I E762628107.50 ! WITH O. HSTAu cgeHATMNIARR F‘...,VALVE�a96 VAULT Fat tARv i• y �Rxs ,.as I • ACCORDANCE WIT.IDETAIL C-904 ON SHEETS.. E. INSTALL TRACER WINE IN ACCORDANCE WTI ®0TA110.20 1 Elersw>_36 1 TVwe STANUM00ETAL ME,3000ME,G01. STA 110.56.730 j • I PLAN j I I j I 480 480 E 475 STA1,z.�.52 I I I I I I8 mvELAro ss ' — m� 475 II II 6 A1,DN111 STA Ili.- f d F - " 470 MV ELA5l.51 HV ELM", < '" P St 5�. „"" 470 $5 > d 465 m „ "--- 91w. WI. 81 ExrsTmG Gw50EAr _.._.. �$ 1'�$m _____ ..... of,a' 465 s ME c S.€ i3e Permit/Seal aeo g H ,�v cora,* a 90R DESIGN a's- _. -"'"" ew. —_ 460 NOT FOR &= s J �,e•aWe CONSTRUCTION sa R s " " ,,,,,:o, F z9 LEGF,sgwe6.zx o$ W sew Nol bPNn9e.00NO Or 00,0r oSotl 455 DR i �$ mei pLP of aWe .'- 455 tauten document ala e. R^ fi� M - INV EL a wNwH0 0,a0wwmolF,. =n VW w - 0,AC."' . ,s LF STA„Fx1 1 450 S-e, ^1 j0� STA 1nn53730 gvEL.6isz 450 `EwsTHG.ss_.__.____.__.. ""-'- zz LF OF wg3.sx w STA 1013.55.61 W®y ey. EXIST 445 INV EL MSS LF,` V INV EL 066.31 d45 w -" " haw zO LF OEI6-q w 0 MO% Kz 3 ao N ` zOLFOF 1601w .2 '= �O o i X09 Oeax g P R 440 LL w Prolecl No.:20=05.59R 435 z0 LF OF IVDIw®s.t% 435 fbH1Ae:6`W1C'r-x \\\\ ._.-..__.____. 5colaH 1,20 V:1 6 `-E>oaTH 7lle � 0—IDr�N�Oo 400 G6-� 430 PLAN AND PROFILE a 108+50 109000 110+00 111+00 112+00 113+00 STA 108+50 TO STA 113.00 8F Revision: Sheet 31 of 62 PROFILE Crowing No. iq C-24 L �.....o • N i I° E....4-d W bit ED9 .�,��I 710421.1 NW lr�w ® s p STA:1 .96.06 N.rOo €[ 43.00.BENDSTA 143.0T DEFLECTION.LT t61tT TEE. NON]O,FrAi SCALE, tzgaca Si ENDDrw6F 9n Epa Or]A„NSD waNTaF NATE]BMb,:,t O E76Y6416.,4 ® ,/� = 44€ SOSTINDrDm VERTICAL SCALE: f .143140L) @ Ee„xD,rMW ® : Is 7 G' NM pasw.1 aCwtexFEET ',;'gi'S Til65pb 485- tS bi22e li .1ry .,F/,' GENERAL EE NOTES IN 2. INSTALL PE TUBE IN ACCORDANCE WITH'PAW STANDARD DETAIL 301 ON SHEET 0C-1. aL-,, -- -- ------- SW TAYLORS FERRY RD INSTALL.117 BONDS IN ACCORDANCE WITH D ETAILS cc,Oxacc,moN SNEErcrvt. a 3 a BOR..1.11,43-8-1.:1' oeEr�wa 111111I� A. ,rLlMx1.1CLEARANDE R PROPOSED ! BTA 1,4.,,.6] .. SANITARY 9�,MD DBR.WDNOAR 111111 � CROSCATHONCN LI PROTECTED: SINGDEFLECTION.LT) DETAIL CC 3.ON SHEET CP-1. D, WHERE 01 P.CROSSES A MAIN 1. CENTER AN IS LENGTH OF 01 PIPE AT THE PIPE IN SCHEN...PVC PIPE.ANO SEAL I 40 < I THE CASINO ENDS Wino PVC TAPE. 2. WI.IERE THE RPM CONENURATION DOES 1NRIGTOEWAYNOT ALLOW THE ABOVE INSTALUTION, . i WRAP OR ENCASE THE DI PEE N.. i NREINFORCED PVC GEOSIEINIRANE : DT LENGTH...ON EITHER I PLAN j Ba,»oOF FT`A GECA19.10.1.SHALL BE Ir MOS FOCA 510 510 DETAu.a.DN IIIIIII' EIO • FEMA "` 11111111 tea,o�� Da��D 505 505 xrETCP-1. 11111111= CONNECT TO EXISTING 12 VALVE. SOUTH OUTLET:INSTALL.'BEV 1FL z I. INSULATING FLANGES SHALL SE INSTALLED WITH Tr.I TEST STATIONS IN 500 500 DETAIL a40z ON SHEET CP-2.ACCORDANCE mrN 495 455 Permit/Seal 490 90%DESIGN 450 Aa s6 NOT FOR STA i�V L 474.13 CONSTRUCTION Ezc 90tn0rm;.axa,0 aranwmw,.v EXISTING,GRADE AT STA 114.9.2.455 F'"E` MEL 478. 455 ...le/NI act30.and a T STA 114.94 genera Mamo.or comment Ort.Eo !rR INV EL... EX IT SO u�`-> t,. -T _ rzv ls.n].0z STA 114.1.99 450 y0 :=x wm£ <� •g ° »� C w FV 175 - - INV EL 475 Sd O i 39 LF traw.0o.r>r z �3 470 .. TtAu4Nxiw...RANGE 470 g RY w O O P _-._-- INV ELm.n 1- LL W wx0.4% �o fir= o,0F 1601 W 03.0% u R. 1 ..:71p'N05599 STA 110,639 2.1.OF Trp W®0.]% 465 *VEL 40.6d 8 SLFOF,rWe OA% 465 Scde:R:1110 V:1'45' ALF OFtr DI W CS,. �.Owu nn STA 11.15..29 MV EL 469.5s 11110 460 ALF OF IT dw5e3% 400 PLANANDPROFILE t 113.00 114.00 115000 116900 STA 113+00 TO STA 114+38,40 Revision: Sheet: 320162 PROFILE mC N0 4e C-25 '\-_ Row — ez sSs § Sr. � TSSCALE M FEET pId J ° e ill ILI \ sw.ES e°°�Eo 88TH , aOxisTEELrw,wx a1' AT iwp,w- AVE PRSCALE IN FEET E TS°Nt: +a 1 it'll GP' 5Pb l igi4€ ® ill O as:: cEeEseEET rw,Es IN -41110 WOW li ili C.r.f..E:Ili °' � °�' 1111111 It SW 18Th PARKWAY RECEIVING PITO oencO �qZ uens sNwm. swrt'''''''''''''"M"E ne THE envnowNaTe III I I I I= 1 111 111 _ nuoEaeoew°vrr />-- 9cs.2 PEDESTRIAN GROSSING°,vt%M°s �i aow '. i .—..— ..EmlMo trw 9 PLAN /� \ Row II 365 386 11 11 IE Sea n w 3o III II 11 IIIIIIII= 355 --.._ -..._ - -...... O _.. ...- _.... _-_ 358 '. E%� $ Permi GMT/SETT LEEEM M°MTORMf:PANT MV EL]EYG m $�' 350 l..,�, A vnm sETnEMENT mora LLiw. 350 EwIVE8°w.oE - a c's-'6 o;i _- _._. ...._... ING 350 'L, 3a5 _. -.... � G - $ te- Sas 90%DESIGN „R __----- � w --- NOTFOR w�$�"� "_ "" �� CONSTRUCTION /E4wEls...12.2.7, ,t TEa,r wwga.,x - m """ noiaw kaaanerair�a340 - rot bee T., Mm: Sao �ao�ab rA EE c srezen% _. aT tbee 335 _...... is.i ___..------._ .___ n iv 1'1011 .s. 33s .Rt4. 330 330 —u"',,�.,,.REOWER� � _w�zz.,. < ,,,w erT z .- i w 325 re —Mr STEEL GASP. 325 5�' d .,E.o,s°was<•. 0.4 �s �LL ��Ec oaO azo ENm°pT .,�.,°.,wu�TNS%NES rraea rro.:zaozoossly 320lie �TTa,r°�.ao.,x - - �, rme 315 315 TRENCHLESS DETAILS I 28450 28000 30+00 31400 Revision: Sheet: 330162 PROFILE Uaairg No. is .°. C-26 MIN COPPER WIRE aM•EOM C2OPPWGERWIRE OR 0 B giINSULATED BOND STRAP, {THEMA.WELD CAP.BEE SEE NOTEI �lgWTE I o '�a'>or.�� .. igepp\� I1. I\ AiSINITALLIC PIPE OR A112 AWG a RE !r1l� � /II of-Y$T$Ed``a¢TAJER.ETE WELD WIRE CI:MCCOOK TYR, -. •• — 64.14:54) 6;:. 2 BEE STANDARD DETAIL CC 101 "SEE SETµFOOT TVVALBOND JOINTS AT THERMITE WELDWINE MECrvAN/C JOINT Bpro Et INCLUDE HYTEE ARO RLNTTTIN CONNECTION TYR. SEE WARE END DETAIL BELOW TIERMRE WELD CAP,TYR POLYETHYLENEENGVEAWWA CLEHT MANLME CATHODIC ;, SEE NOTE 2 SWEAR TOTION VALVE DETAIL. >: HYDRANT CATHODIC PROTECTION DHY COPPER SLEEVE ADAPTER SEE PAM,DETAIL 101 FOR HYDRANT INSTALUTI N DETAILS INSULATED N EIES E NO, n MVOST S TAPE WRAP END OF POLYETHYLENE Jr ENCASEMENT MTN 10 MIL PVC PIPE 1 11 CC AP TAPE TO SEAL END JUST I _ 0 E COPPER WARE WITH INSULATION WSHONJOINT BOND SNORT OF N:EPHOLE5 \`I �;� O IHIM I I I IIS WIRE END°ETAR KEYWTED 0 \,! tin . (NOTE.. BOND WIRES REIXIIRED FOR 12JNCH PRE AND URGER. A TAPE SNAP TO SEAL END OF rte-" I I IIS POLYEIOLES M ENCASEMENT AT RAIN \+ILII�� 1NO COAT WELD AREA WITH COLDAPRAEDCO.TARMASTICAWNmLYCAPTOWELD. 2. COAT WELD AREA WRHCIXDMPLIEDCOAITAR WSTICAWAPPLY CAP TOWELD. B.M:EP NIXES MUST BE FREE TO GRAIN ( ■Y■ �� J STANDARD PUSH-ON ANO MECHANICAL JOINTS SHOWN ABOVE BONDING IS ALSO PLACED JOINT N AT GEST RAT SU BE PLACED ON STALLING RAT SURFACE �1p DISOCKIRED T.ALL RETAAIIN n RING TYPES, S.us UDINOBUT NOT LIMITED REOLiJAREMENTS BALL s r, PRIOR TO INSTALLING w+PRE GLADE WHEN BONDING OTHER JOINT TYPES. D.THICKNESS AS SNOW RAVIG CO :8 1112... E.MELD ON MT SURFACE. FOOT VN VE OFTAII z F.ALL JOINT BONDS PER DETAIL CC 101. Tualatin Valley Water District MMED w IS:E000IR'A Tualatin Valley Water DistrictDFTIHI. Fo JOINT BONDS W TE' 'A Tualatin Valley Water DistrictBNIMmMH FIRE HYDRANT RAIN 3a. II 1 l �\e BRIINRD D THERMITE WIRE ourAIL E�-- —� P B o DUCTILE IRON °E �� '�A.IBWB:.B CATHODIC DETAIL 1JWO SW A,,.1..,ry L WE CONNECTION CC 101 ,..,,..„L,., AWE PIPE CC 102 '"°'""'''''''w- ,, �, »M PROTECTION CC 104 1 1111 III: JOINT BOND PLACEMENT FOR SMALL DIAMETER DUCTILE IRON PIPELINE FITTINGS AND VALVE ASSEMBLIES WIRE CONNECTION SEE WTI GLAND RINGS. STANDARD DETAIL CC 101 „ z� �R WASHER R« aPPLT) a�n PP, I,SP1I 'MN.SEE NOTE T 90% DESIGN N "Ngilli, sGALVANICANODEDUCTILE NOT FOR • porposex(1 PEa BOLT) METALIA VALVE, C I BbGrvUMomWlbnorcommHKorW. OR RM. WEE CONNCcnOrv.5E10 FULL FACE STANDMD DETAIL O WELD WIRE �/ TRA GASKET w _ `,I�NDNNET G NAAW DETAIL CCE 2'MM,SLE NOTE J Q O • (1101 GALVANIC ANCOE COP2 AWGPER WIRE PIPEuuE�U W W 111 FLANGE DUCTILE IRON PETTING ON NOIbMETALLA PPE GALVANIC j 2 ANODE INSTALLATION PROFILE VIEW M•-.1 :IIM91w7AM"::I • WEB, ?5 L-5 L7 J w I. IFJ°INT WRL BE BURIED.AFTER THE JOINT HAS BEEN ASSEMBELED =TANDDE LOO N�3T E0MHA 3DB. RS =N �� m TESTED FOR ELECTRICAL ISOUNON ENCAPSULATE FITTING WITHTRENTON WAX lJ~O �LL A MINIMUM OF S.OF NOTES.. COATING WTREO.FON ABOVE GROUNDR VAULT AD Z GALLONS OF WATER OVER ANODE THENFOVE ANODE WITH EOW BACKFILLING. Nie IDC W.. D5555 ((211111 2 SOLID MRE PIPE ADJACENT 3 GALVANIC ANODE MAY BE RACED BESIDE OR BELOW PIPELINE SCONI:NOT TO SCALE • o.1Z SOLID MRE NP, c—nrr 01PM G.MAIM 0 F'1 PF TER BONDS ARE COMPLETE.CONTOUR WIRE AND TAPE TO PIPE. iAle CATHODIC PROTECTION TaalatinValley Water District BERBIIIB., D"E N' 0TI Tualatin Valley Water District AA t t OW 1DATR0° Tualatin Valley Water District DTE 150//010 DETAILS-I IL INSULATED DETAIL varix—G''''''',.......:: ALVANIC ANODE GE AIL �� sa DR JOINT BONDRevision: Sheet: 3AM62 �F I MV B LE,N.,E PLACEMENT CCT 105 -N EARAB FLANGE CC 201 ,I,,,,N MR INSTALLATION CC 300 0010IRnpNO. pp (Lmnw ilsll Arc ...,.m. ,L 1sns1,ly,R,. .,,,.a. s ,., NI C�'1 Sq u EROSION AND SEDIMENT CONTROL PLANS EN OWNER STANDARD EROSION AND SEDIMENT THE PERMRTEE IS REQUIRED TO MEET AIL THE CONDITIONS OF THE 1200c PERMITAA N igini''1111:11,® If NAUTINVALLEYWATEROM-7P.'7 MCT LTwiMCLlMssilE.laeciOa,DDMCUss THISfSCPANDGENEMLCONOMTgN3HAVEBEENOEY£LOPEDTOFACERATEYIETI CONTROL PLAN DRAWING NOTES: r,OMPLIANCEwnHTHE+zwcNPERMRREouNE1ENTs.MCASEsoFrnscREPr,NCIEs I HOW A PRENONSTIPVTION MEETING OF PROJECT CONSTRUCT. coxTACT ANOREw aARften PE OA.ssl THE I2OOCN.Emnr aEoumEMENTs suPERcsDE REouaElExrsa ;ffyg$g �Tl°9 evenoror9 oA 9rooa THIS PLAN ® =„E; ,[g` ) + _ BMP MATRIX FOR �s 1,11:12: .^W•S NEONS O I„°DSO OMT 0R E LOG/ CONSTRUCTION PHASES ENGINEERING FIRM: °• B1o^'`�'°E�,�;��„�TME^°°W C EI.Exr AxroE TlE Cprtap EEAMNESORREFER TO DEO GUIDANCE MANUAL FORA801 W ROANS SUITE 1100 MaIMLYUP�RSPEcfsCOMPREHENSIVELISTOFAVAILABLEIMP'S_ ING SIT CONDI5 • Tor▪ r''"'E ITO'• 0'1.'"' T''IrDENi Ez"."S cmt_.V""''-e[rcw-o IMTAWIIbMI NSTNFAnEl1AN �� PORTLAND OR 95204 ` Ax150)2 pC1.1.YTa1pg 101.1114.NARK ENO PROTECT LEV CONSTRUCTION FRICING OR OMER REAM,CROWN REMADE AREAS MD VEGETATION t€g s ,n • • NARRATIVE DESCRIPTIONS DSE,+M,NE"aF., °..,,,E„A,p,+.,,,NP„IEn,D�,,,T,- • DE OPERoDw:iNPUBLICRIGHr#-WITMANN/LADLE BEFORE A.ANIER GRA..OR CONSTRUCTIOK ICE.,IIIE',PE Or _TO SEDIMENT B° III€ :. j�. Oo°°EPEORo°NDAOw:YSSIN MUM MI.T.SO,TC,ONAS ,fiW II.MARIAN MID DFLMFRLF MR DWG.NADRAL BUFFER MUM INE MM.OF WATERS OF DIE STAIE. �_ NA�REOFCONSTRUCTD ATwR ANDES MA ED-STAINS ▪ ..PimKs,B-N,ATES NMro..REH ,T ILTSANDDON-,REAL �-` I IIS • k '^; UTILITY INSTALUTMN(WINTER B SPRING 2020) N. MT 11.1.STORM MAIN WETS',HI. Ammon P.PAIPERNETEN TOTAL- DAREA• ADeLNIANINNALIAMPANPI SITE AREA•13 7e ACRES IS ' T � 'w'm"tl ^t h 70 BE LEM...GRIMED.SIJC11 LL3 DIM ACCESS 1.2.3 OR"DUTY POLE PADS. ERNE 6RE SOIL CLASSIFICATION. ACRES WOWED EOR ADE.M.N.MENDED FrN ° ^ VICINITY MAP `"TM50fDVC.AS CONSTRICTION ENTRANCE cmaramnexen•NR4 -LEAN CLAY DUTED0.17E.OPUSEANEO,mE NOT TO SCALE -SILTY SAND WITH GRAVEL WAS.MEM INOP3 MST DE IN NYE BROX.LMINGETUREINO ACIWITIES. anurniortcsou .N.AN.TA.ANsA•NA•ATTN Ns••To.THE NTA.NN.EANA•mom...,LALos••sA NA.,vog ANN, NON.ANA:KANE HAVEASLIGN'11:0 TO 10061,E EROSION POTENTUL. ,AUCTON SIM LE.CON::ETE WASNOLN WASTEWATER MON we c ' r'.t+' ,' +'' -:--.---;-:!:-..1-", r 3 >..: `; 1 xaa3RE solLERlusluueEMPORTED CR PI= 17 TRI ME :O EMMEN, i PLASMA.NANTEIV.E.AND STORAGE INNER CLEAASHO AND PAWNER/45E AGITATES AND WASTE NVIDLINO ACNATISS. •••••.•••••••••.• NIP.POILOTANTS MONDE FVEL IPPORKAC FLUID AND MANI OAS TON VEHICLES MO MACMNERY.AS WED AS OFBRIS WAWA ISAR • • '-'1 " 7 ' a'Fe '�fi. A'SicAE nxo aEo Roof SPOHAL.ANSPANa aaVENTsCORNGCOMPOUNDS ANS PINITS.TSMOM C°NSTRDSNON wHgHFLOwTOTHETMAATINERNRER ,,,, ,,,,,,La t oa� PERMITTEES SITE INSPECTOR:' MR..ON ERRE OM...END M.,..72.6627RocEDDRER DELL COVERED 3201MCD MFRS FOR WASTE MO SWEDES. * . ,. S I+ROFESSgNAL CERTECATgNS. AND STORAGE ANM^MMNDND I (ID I I+ CMIKVE AS NNMEWAE- N�MaEIOW�-N MEL . SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO AMYORgIODISTU®INO ACT/VITY I I I I III ` t�EC rx mr- +" EROSgNCONR1oLTRIMBG „IDFREO+M,D.BRAOROOM.NTAM,ETRSAIA-NTYSTEM.OAT.RA A MON.BEAMSS RATIONALE STATEMENT fi A LIST OF AVAILABLE BEST MANAGEMENT PRACTICES 101.1 OPTIONS RESPONNBLE FOR ENSURING TINT 8018.AR6 sTrALE OMB.AIM EVENTS AT ALL MEADE T.vEN4 INGISTRANiN BASED ON AND SEDIMENT CNTROL GUIDANCEµSOME OF BEEN HA LME REVIEWED BM,V,ERE NOT EROSION 1 X17ASNMODMIASED ON WEAN.71 COMM..Pi TM ENO OF MCINVGNEDAY SCR MOMPER,MGT BE MARL.°OP DRONER PGUMTANTREMwM.Ew.6.03.WM.ANo ,ON AND w«TETMNC MISSION BECAUSE THEY WERE DETERMNED TO NOT EFFECTIVELY MANAGE EROSION TO WATERS ^-! SYS IEJC11LWMroMMEADEVMTERB CONVEY^•' PATIIEK ONDITI NS.INIS CLUDING NT SOIL CONROLFOR THIS NSTOPOPRAR Ci CONSTASED RAINTS. ACCESITE SIBILITY 'Xd INCLUDING SOIL,EDC CONDITIONS. AS N.PCOECTPRO PROGRESSES AND TIT $ W SEpOENT CONTROL Ez.ER ENCS(YEARS ANO MONTHSIFOft JST sGEENTe2EORE1126 rtwcNEaoNE10 ,lE-OFTIEG NEN.0.,N0.761TIES EDCErEMN,Aro RELATED MAN,NBASHN PUN BE SUBMITTED O �g .mow, d}4 EACH OF THE FaLOWMNG. s1rmlOYt amAENreLTaa6naFAM,EOL Two NINES DenNANr.T caIGL.ID DEERE ISA NEED TO RENEE THEE ACTON PIAN WILL BE S 11.CATCH...PIA CLEAN BEPOR•RETENTION CAPAOTY.6 11E.REOM.M.MTV PER.,=WENT 114.46 M. NeMIrreD. PeIrN1/ - ITIAL Seol . Y #�1 4&#' DDEMENTS.EFOM DEERE CAPACITY RAS BEEN MOM.EY FFTYPERcrmWa AT '9 a, •TO"E OETERLw�FB"F°nL SELBC^ON OFCONTRACTORCOMPLERON OF EMELT LEGEND 907 DESIGN N °. `' :^.` t. NOT FOR CLEANUP SEDER.31.1.1.14 PERFORMED TONE OREGON DIVISION STATE T FENCE L''''''''''''War:.SEDIMENT MID STORM SEWERS OR DRYAD,RAM 161137 SITE MAP INSPECTION FREQUENCY: NO 34 THE ROME SITE MAT BE TEM101.1627 SUMMED NEMO WOUND.OR A DEAN, �E.GMUM ARMY S m.DM R _x-'-SILETPao ECTgN CONSTRUCTION NOT TOS enEPmTIo1I /TN,/memos ANA.ApL csAANALNN.AsTNNAN POWS.erm I.. ornet Mere 0024 �••� -REAL_ carpeted ch.."0N1 MB t ATP/SPEWS RUNOFFMORE VAT A CON/LAMS OF MOWN STRAW AIM A WAFER LOOSE VANN ORAN ADEQUCOMPOcommentWR TE COMO.OF COMPOST genera wen/v.0r co . FAISCN UNTIL WAX RESPAIEN ON THAT PORTION OP TE ME ST LEAST roWANOESMIOM;IOWA 6OLNM.MrM 0P-STEN COMM.MO ANEDSD.SMIME ROAMED MO016110 ED°FPSOPERLY.C®SSIMMOS000W-1 TSM MD LOCAL SHEET INDEX ' NANDD." °F° IANNIINIMBE,,,0,-AM,M,,.B,•„B,.,N,rO,,,L„„ EROSION AND SEDIMENT CONTROL PLANS w ,NESE. ESC -+2 ESC COVER CONTROOL EET PLOAN-GENERAL TO STA 18.00 3 L9 173 PROJECT LOCATION: a LTM cUTAE DNENo.AOAB ESRC-4 EROSION CONTROL PLAN-STA 2277..0 TOO STA 3645500 It p SW 68TH PARKWAY SW 9TH AVE.SW PINE ST, 1. PERIODS GARD MIMI THE VG IS roxataVNrwEwnFR ESC-5 OSION CONTRA PLAN-STA 38.0 TO STA 15.60 < OOL SW 72ND AVE.SW ST. 71TH AVE.SW TAYLORS FERRY RD ESC-6 OsgN CONTROL PLAN-STA 15.50 TO STA 24.60 > z TGAaOOaEGON 97223AU5 ESC-, ROSNIN CONTROL PLAN-STA 614.0 TO STA 83.50 LATITUDE..7630slTl LONGITUDE•100//509760 RONON CONTROL PUN-STA 63.60 TO STA 22.0 ggo -O 6 • s. ESC, SIGN CONTROL PLAN-STA 72.60 TO STASI.60 '-"°`YwETOPROM CONDITION ONTROL PLAN-STA 61.50 TO STA 91+60 Q 5 ESC-1ROME CONTROL PLAN-STA 90050 TO STA 99.60 1 M' LL ATTENTION EXCAVATORS: 5 ESC-10 ESC-12 RosgNCONTROL PLAN-STA 0.60TOSTA 100.0 'u o f rL OREGON LAW REOUNES YOU TO FOLLOW RULES ADOPTED BY THE MORON ANO SEDIMENT CartROL ERASURES ARO ESC-13 aoNOO CONTRA PLAN-srA+a8.60TO STA 1.ae.1D Project No.:207/005599 OREGON R00 NOTIFICATION CENTER.010SE RULES ARE SET CONSTRUCTION LINTS. ESC-14 LEAN WATER SERVICES STANDARD DETAILSFA 1 __ OBTAINCONEs TIMESERIAEsne R0,%7=C rlgI,O.Gu.MG AL.INBPEcm1a-Mr BEMAOENAccoaoANCEwn,e..1.0.c..E...„......r. SCDIB:NOSCAIE - ..„..c.„,,,...„..c.„,,,.LOGS Mrs,eE HEPTMAccoRDAMGE wrtx DEotz6DaEEmuR REp+MEMEHB 60.12] IF TOO HAVE ANY QUESTIONS ABOUT THE RULES.YOU Ave C 14.6 BIM 10 MAY CONTACT THE CENTER.YOU MUST NOTIFY THE CENTER AT . NN �- LEAST TW TWO DAYS,BEFORE C9IMENCING AN e ' a+a. nnMvm ON EXCAVATION.CALL 603.248-0000 • TO D,DEAGENT an080 00ALUMxaP aMMGGINACTIVE PERgwoF00N A COPY OF IYIE ESC.MO ALL RENISPHS ON SITE AND RABE It AVAILABL0000 TUNS, 71110 SEVEN(nc000ECUTMc CALENDAR DAYS.RETAIN THE ESOP AT THE CONSTRUCTION SREOR AT ESC COVER SHEET AND IXANOTHER LOCATION. GENERAL NOTES i Revision: Sheet: 36ot62 44 P. Droving No. I4 R �.-..e ESC-1 U N `1 WIRE DIAGRAM ' SAMPLINO STATgNI PFA TVNO TERMINALWIRE G DAGE WIRECOLOR �„> PIPELINE ITE 2fi# ➢ DETAIL NO.SO I AIR AND VACUUM VALVE PER WW1>DETAIL NO-801 FINISHED GRADE PIPELINE SHUN REFERS ELECTRODE 12 GALVANIC YELLOWSBC RI C�Et04jl CONC — 20610 IL tBE N i !Ili Pp 1.162 3 S p FR 000L1 1,,,. , !„ 0y .�� ! 6 6taoggT t ��l 7g.;110 . m. 0 IR IOE:7wZ S TERMIYBLOCK.SEWIRE MAC/PANTOS DUAL CONNECT RE TO COPPER PIPE NEQ GROUND CLAMP Dr ME DO NOT LET WIRE F'ET'Wx • I CONTACT ME \ I I [NO 2 MANQ dsTAR¢RTwM NA. R',m r-Fr .MD POLES. .. REFERENCE ELECTRODE. LO _ LOCATE 6 MOM — � EDGE OF NEW ROUTES cDPFERrrE /_, 1�1 OCPIPEwE USING A BRASS ow.Rini AN NL.17.S SUCK i OLLSV....11411/100E. SLT PRIME AND AKA.ALL[N. r SAMPLING STATION AIR AND VACUUM VALVE YnN. � 1 _III= SEE STANDARD DETAIL cc tOl t BEFORE INSTALLING TAPPING SADDLE.CONTRACTOR SHALL THOROUGHLY CLEAN PIPE TO REMOVE ALL DIRT.ROCKS,AND OTHER FOREIGN MATERIAL FROM PIPE WHERE SADDLE NAL BE 2. SADDDLLE BOLTS SNLLL BE TOROUS°TO MANUFACTURERS SPECIFICATIONS. 1.GALVANIC ANODE TO BE INSTALLED A NNW..OF 2 FEET FROM PIPE.IN NATIVE SOIL. 3. CONTRACTOR SHALL ENSURE THAT GASKET IS PROPERLY ALIGNED AND FREE OF FOREIGN SOAK WITH S GALLONS OF WATER BEFORE BACKFILLING. 72 MASERS.PR.R TO ADDLE. A SADDLE I TOCK ION AND INSTALLATION SHALL BE APPROVED BY DISTRICT INSPECTOR PRIOR TO i S. CONTRACTOR SHALL AN LEST SADDLE TOAD PSI PRIOR TO TAPPING. 8. CONTRACTOR SHALL FLUSH AND PRESSURE TEST VALVE FOR PRIOR TO BACKFILLING. 11 I I1 Tualatin Valley Water District IEFIMI®e ANODE WIRE YORE 10/0111014 Tualatin Valley Water District OEFI�N.R.. SAMPLING I EURO 1b1010 Tualatin Valley Water District i.....,— DATE 1001/0012 C TYPE T TEST .—> II'�APPAO../. CONNECTION TO DET3 Ems :0•P„ A STATION AND DETAIL F0 APHwwEP.~a DUDS iw;,b�.Nwe .6.6., E."°" COPPER PIPE Cu 304 N CARV CC 305 ISIDI,_.IDB ,..,,,N „ „L,,� STATION CC 401 IIIIIII= WIRE DIAGRAM VERMIN. DECRIPRON YORE GUAM WIRE COLOR PROTECTED PIPELINE T REFERENCE ELECTRODE 12 YELLOW UNPROTECTED PIPELINE 12 GREEN PROTECTED PIPELINE 8 WHITE SHUNT GALVANIC ANODE 12 CK 3 UNPROTECTED PIPELINE 8 GREEN STAT. .-.., I..........� _ ,... Permit/Seal TEST STATION 90%DESIGN xeyiym\n �,! ws,— 185 6. ` l ,�, .ERM NAL BOOED NOT FORpG \ - AL oEWIR�� g ' 1 ` NNWwM !_ !CCNNECT A ®lir4 Ilrn�ucUPmRWCONSTRUCTION WISE NalttpBRNpSor cu anuMlEaOrd Ma a DOWSE NcmronacamnBm A. E PURIt III CATHODICAL, UNPROTECTED PIPELINE cOREF. OT1 CELL \I mmTl UcnNE WmE,eL I NOT SHOANI REF CELL • REFERENCE ELECTRODE. WIRE BIOi BHgWlI `,�� w LOCATE B.EDGE 0,E SNE 0'll r r 3 0� ,lrl,�► SEEST a T G �eS �R �� {� • CATHODMIllY FOREIGN PPE LINE YZ H O PROTECTED INSULATING JOINT 'tx'.Tlrvl ' F r.mN12,[[L CAsmo Project No.:200 5599 Sccle:NOT 10 SCALE NOTES: I 0.111,41.ANODE TO BE INSTALLED A OW OP 2 FEET FROM PIPE.N NATIVE ..1=,,, D E. md. nrr EOR.SOAK WITH s GALLONS of WATER BEFORE BACKFALNG. CASING TEST STATIONDD R03 FOREIGN PIPELINE TEST STATION nae NIS NTS CATHODIC PROTECTION DETAILS-Il Tualatin Valley Water District RFFCEEC.. TYPE I TEST 0 17 Ii IF j R L DATE DETAIL Revision: Street: 350162 STATION CC 402 DrawingND. h ,T�.0.-.AH ��,FCP-2 I) eZ +41) 1.HORIZONTAL SCALEa H a�E pp.,0...,/, ® i;:tinlii 4 F \ - 1 s iii: „�Fbe LiCC) f 0 SHEET KEYNOTES \•\ SW 68TH PKWY A. RiSTALL IMET PROTECTION',PE•PI I AMOE sES . GH NO.S15 ON SHEETS >. ACOORDANCE WITH CLEAN WATER SERVICES gg S. .sT PROTECTION TYPE Sm VI/MAR°DRAWING Ho Sze OH SHEET ESF: 21.00 20.00 St\ __ _....... —••_.._.__._..—_.—._—..—.._._ _ •—•__..____.. _.—__—_.— _.. —_—_.—..—._—.._.__ -----%—.---1-31 a-- � S • • Illlll111 00 PROPOSED 1raw I; RIGHT OF WAY ._._._._.__. i I I I I I' \ 1 •\ 1 1 i. I - PLAN11 WIWI WWI' i 2 2 Peanit/Seal i .__.._.__.._.__.._.—. oNr 90%DESIGN i ..----"--— •— ® NOT FOR MONT OF WAY _ ,,LE-PEE' CONSTRUCTION clocurner,has net been — — — / Not purposes. NP,ici'4awola wk.or died.and is la general infarction orcorrrnen.cc,, --. iewe CX PKWY sv4 681" / / O P '-----x...-----__" — PRovoeEo,z pw /• Uk : i. LNe EROSION CONTROL PIAN j /. STA 18+50 TO STA 27+50 / a / Revision: 51,eet: 38 of 82 1s �..,.�.,o PLAN ESC-3 U ®Z C RI J !! Ill 74>' �naonru v<�P: § "{ . SCALE 11.1 FEET \ 6 i? ••_,-` �.A 19E 1 1 fil FRIGHT OF WAY ••`•..�. KEYNOTES QaEEr ,,.0p - _ _ _ •�• w INSTALL RAPT TYPE Arl q. t ACCORDANCE RID.CEANWATERSERVICES 3 10�6R PIS SHEET Esc-u. >: :� MO.ACCORDANCE wnii cLEAR WATER LrlDn SIX SE DDI F. SW 68TH PKWY '� Zh srwwenauwwaNO.aman MEET Esa,.. �..�.— . i\ r/r�\ 1 WW1 RGNPRaECrI,STA •w - k . w i •, RIGHTOFWAY \ PLAN III III€ III WII DOR. 2 r Boa K SCALP �^ Permit/Seat SCALER.PEET RlrHrorwA. _ 90%DFORN NOT _ — ! CONSTRUCTION h--` _ — — I Pol lo oss«.n ploino orolher 0.01 \\ — — — 1ca'demea 0¢Iw —°P..._ _ Y _ — ' _ general FlwmoMacomment wfl. • x / PKC _ ....--- .-.. ,s.eu r SW "� • i/ _. A. .- -- - — _ _ — _ — PROPOSED IP"DI Pi 00 1 c g, o 0 • i __s_ — — _ / u<o f2 % •• ••— Project No.:2101110.5599 Scale:Ft 1'�10'�� / rticeroPwwr i TAlew.a F c—,-7,:: :,, i EROSION CONTROL PLAN j 1 STA 10+00 TO STA 18+50 1t Revision: Sheet 370161 Drawing No. 6°PLAN ESC-2 710101.1T Id ORwAvit. Rs •.\ '`\ • aoa¢oNrAL SCALE: 6.. itpE'i ......_.•. • • ET W / •\. z 841 T I . �.__..____- 1 i8ff�819 gz• y+Ng_ aaoaosE0 a CW JAcxmc wr -._._ ee \\ I °SHEET AE»nTES •/ movoseo,epwnw•sTEEi CASING 1 INSTALL INLET W8 / \ \ aECEwnonT fTaExcxEss nsTAwTwn� - SW 69TH AVE` if ACCORDANCE WITH CLEM WATER ES Int ^�/ SW _ - -- u - �a nAa�Aao�a w,x a�as�asaEETESFta. ron STANDARD MAW..a�>,zo«�SHEET ESO -14.E�.ALL�r�E<aeA.ta�EeTE�eAG:n g A«�„rKEVAmaEAawATEa�Ea,�Es �' p � E j �aR a wA.–.. Pa��1rWI oo I WWI' %• `'•� `\ EMT OF wnv I • I AIWRrw\ \ \• I ucM RN.LOCATION (ELEVATED FUME i STRUCTUREovEasw nm vAANWAVI t '\ / \ '\ , r « PLAN III€ i 'N., '. (IIIIIII& 4 ! i ' aRa«ALS SCALE. S/Y ' • Permit/Seal W � / '. °`9r '�. /• / 30 '0 9fIti�DESIGN H �' S i• NOT FOR � ©� �'•� i• if /!�� CONSTRUCTION purposes inis document/.not been RIGHT OF WAY :/• . MOW OF WAY aoircrwama.RM*e«an«°irku i ♦ '` /• vaoaosEn trawN. j �� iS. . / / ,9,V' i a ' aO, •� , rr` a O o oaovosEn,rww //�/. �'� J i 00 g a Ft 0 0 • ` u d• /: MAR PLL RIGHT OEN,. .?' i• ProjectN�o .:2002W5599 He •N '� /l` L Scale:H:l-20-- - / EROSION CONTROL PLAN / STA 27+50 TO STA 36+50 S • xa Revision: Sheet: 39 of 62 °°a PLAN ora«n9 No «...,�.o ESC-4 j.... i N 6'44-14:9v) gi p° xxea.recr �;¢ �li; ..c., ,,,,/:_c,\Nil r.: ... _ I QnNEET NEttai[s A.MULL CHECK DM 1110,11.TER escs a. I rtsalowae ♦Ensemr.°s ON MEET ESGI.. >. : V SWPINEST i$t sinru6ao oanwsr+o xo.vs �� ` ul JFy =Np __ _ 1 IIS :x I a \-61 .__.__.._.___._.._.___._____.____.._..____._____.._.. ._..___ aw_.._.. _..__._.. is � .�. . 11111' j I 1 - FLAN IIIIIIII IIIIIII/ WWI' •i N i I i � NONaoaweuaE 1 • i ® • :1 i O N 90%DESIGN i NOT FOR 1 1 _-_.--— -'—'�" J - CONSTRUCTION ,I �• .--- Nab h adMd°cM 1 camcrea-cre�:°eaamsb i xisnNca w �Ns.yONSTRUCTI w�xoro 1 • I SW PINE ST ®� e< r ccurnenthos.been as•cximE-ss��*•so �F t w 0 O wm sEe sNeE.Esce U O W-. ` e'w $i eNorosEo�6-o,w .,.28 1g .1 � •1 ««;MOFw.. ['Med No.:zaozoo— FiesornsONENSC 1 r-- — ScoeH:I'�20F'N I • TdI EROSION CONTROL PLAN STA 36+50 TO STA 45+50i Revision: sheet aol6s PLAN Pawing No ESC-5 I.) `i ! C sg i ! i ;eti j ; •• Rowiaeru SCALE' 11q. j i i ® �.1w) _ a�€i i j II) tib I I RIGHT OF wnv i Teak • RroRroE wilt I 1 ® €$— 4i$i ,,, s _ i i i 0MEET REMOTES g> SERVICES MULL MET TYPE !„ sT.RR SW 72ND AVE 4......R 49400 I5ig SIVIOARDORAMIG X0.915 OH SHEET STANDARD E 4 14 ANs IN ACCORDARCEMTHLEWAT r i s. C. INSTALLCHECK OMRRRTERBAGS PDD, !^ 9' E ' LEAR ViPTER SERVICES STARODRAWACCORD/SCE MIX NO 245 ON SHETPSC.�.. di � ? iI Li I I€ VIII I8 PROPOSED ;' ; III q MONTOPwn. + I' ii y i RIGHT aEWAY 3 ; j I i fn j I PLAN H IIIA milk ® will 1- Z I i j 6 , 0 20 40 i imow oR wnv jSCALE IN FEET n I •RIGHT oewnr j ( I periuseol I I DESIGN i_._.._.._.._.._.._.._.._.._..—•---._.. .._.._.._.._.._.._..-----------•----.._..----------.._.._.._.._.._.._.._.._.._..J . -•—•------•----------.._.._.._.._.i OT FOR i i CONSTRUCTION iI. ROI I01pe1114 pricho a other olficM 0.05es 1124&Burnell hos not $ I Raeerdfor aron Orled 01 eo 10.1^ $ IPS 01.0052400 SW 72ND AVE ss.00 1 ' 54400 :am I .A it n____n a�.,_ _ - -_ 13 R.i iRV.ffi db 0� -------._.._.._..----.._.._.._.._.._ _.._.._..— —PROP--_-•_-•--------•PRPP•' �,`,_ • 1 I 1 j Project No.:2002005599 Re I I I j Scale:H:l'=20', w.f C wknIS A110 r0 I I Iwd n,•.....w .1 Nile _ EROSION CONTROL PLAN STA 45+50 TO STA 54+50 t- < Revi0on Sheet 11 of 62 e PLAN9 Drawn No. ESC-6 1111:211 v/ C I I � I u i_I i Hoa�wrwSGLE, 3' i MONTOF WAY i NT OfWAY ® el.) <E 1171 ! i sy rn £ 44g" j 0RHEEEHOTES INSTALL INLET \ ACCORDANCE WITH GLEAN WATER SEMMES R : 1 STANDARD DRAWING NO.913 ON SHEET ESC-14. 1' <nl 15,l I� ACCORDANCE ANN CLEAN STANDARD DRAWING NO.NO IN en. C. INSTHL SEDIMENT FENCE IN 1I F?cii SW 72ND AVE . Fj<' ; 9 11 li � ` PROPOSED,6-w —1I! ,; WWII II 1111111= RIGHT Of war I RIGHT OF WI, i I ••I I II 111111 PLAN i 1• 1111111 el.;' 11111111= `'t :;.\ -OF WAY t nN ? / v4 \-\ \ � of wwv % ✓� ).•. . / NOT FOR \ / b / \ CONSTRUCTION RIGHT OF WAY i �,4 PP, /,•� Nollowm+npurposes.IN,a«.„�ROM r�,,00iNbeen 90%DESIGN i �( U \'•\ ,+�'�,� • j � ownOe,oa a checked ora H lol • cid / wnerflWm,wEm«co�.o..o n. \ \ / S� i! t \\ )\\ -2ti / \ RIGHT of WAY p '/ ` 9�F 1 o PROPOSED 16'aw 5� //, _< o • �\Y\'�PJ >/ PROPOSED 1,aw z 3 0 sF O .` v / mg '•� 'q E uF-o f� m \• \. _.-�m�0 ----„ //i Project rw.:poxaoswv .,\ / s $COIR:H:I"-2tl O.F Ow Coo now.A.E0 e • D. •� EROSION CONTROL PLAN STA 54+50 TO STA 63+50 /1 . / Revision: Sheet 420562 ' PLAN Drow;ng No. g ESC-7 U ,A @ill ® Rei; �E EH ox Z c t,u 4-1 lii i d `� • HORIZONTAL SCALE N g8f j 40 igAt Tsfb j C• ,.. \•. ''\ RIGHT OF WAY SCALE IN FEET ® .^p1111! t ffis� jk ••.... ''�s. '.*-•,'a, ,� OsHEETRErHo,Es 1 K �.9Tygt, �. . - F ''� DRAWING w.s INSTALL INLET PROTECTION TYPE Se, TwcEsu. 4:: i �. - IN ,. .,. C.INSTALL SEDIMENT FENCE It4 ACCORDANCE WITH °o� szo ox reaHu. ON F. CLEAN WATER SERVICES STANDARD DRAWING NO.VSj PROP0SED, dw i 11 H- _ I€ RIGHT OE WAY i j 4 iN—RIGHT Or WAY ''�'•a, �..e I lY D •L i I r _ • i . 4 ~ n u _ RIGrrt of wnv "1..�-.{I R Q °'�BToc.rn _ ._ PLAN I€ IIIIIi rc 1111111` 0 u ®Z 0 I I re' i H dD:oHT.L SCALE n I 1 OO Permit/Seal g t SCALE IN FEET i I `RIGHT Or WAY ODE IGRN I i---- CONSTRUCTION Horr«PAm.N.PrK.ao-ornaromm ••_••--------•—••—•----- num..medKumem nos nor been I cwmreaRIrrwcreaa�a6a� Hen,e m..m.6acomm.m1,. i i li SW 74TH AVE IAB x yS , �v ti�__�� rmoS 7,00 is _na.�-..--Qa s�-._-2-. �` - Iii a - z J 91 I \. ��, PROPOSED dw �'_— O �RIc CO ,x D,r \<6 U p i i `I`Op u 12 o ,� % i Project No.:2002005599 ! 1 I a i ewm Scale:N:1,20'i i Q • N ! . . . ce2019,0 dm .DO i i i y i TNe OS I i ! STA 63,50 TO STA 72+SOH '- Revision: Sheet 47 of 62 PLAN Drawing No. ii ESC-8 o ez Ii." : MI • I. I l.31�/i lig1nil lt I8 gf 5 • -:/::411 gp 22 tri ' ' RT os wA. er Rernorss A ssr STANDARD DRAWING NO.91S OH SHEET ESC.14. :' C. INSTALL CHECK CAM SIOSILTER SAGS IN IS. INSTALL INLET PROTECTIOH TOPS S IN . ACCORDANCE W1714 CLEAN WATER SERVICES u.ACCORDANCE WITH CLEAN WATER SERVISES DDI . w1 _-_- __.__ ._ -_-_ _-._._ - SW 74TH AVE Ii oa o0 W �. _._ - 73.50 _ -_- v _ ____._-_-__- ._-_- sruaAao oawwRro NO.44S OE/SHEET escu. �.._.._.._.._.._.._.-_.. a�p$ED15.plw IIIIIIII1 — IIIIIIII N I ii 3 ! mTOFASV • I RIGHT OE WAY i I I j I 1 1 I 2171 I i • I i g PLAN ' VII€ IIIIIIIIi ® Illllllla Z • • oa12DRTAL,CALE. j 0 20 40 N SCALE IN FEET N 1 Permit/Seal T FOR 90%DESIGN -EIGHT oFWA. I CONSTRUCTION CO ON L- •'---- '---- --'-'-----------'----------- owe.«0�«wlw,o�m j - oMF".a�0c -a+, 184. 79.00 ffi =.i 1 I. ^; SW 74TH AVE i^ H I I FIE 02.74,654412c.2.12 Nosr'k:M7D2W5599 I I Scab:N:l'=10's I I m wa nn- inne EROSION CONTROL PLAN STA 72+50 TO STA 81+50 ?, 1205/2/071: :: 4 : Sheet10162 a" PLAN a9 No. L -,,�,.wo ESC-9 U CD 11 g I A .I.4) ill C 7i di. II . . , _._ git ! ! HORMONFAL SCALE: in i i i 40 0 k UP 1 , ml SCALE NI PEET <i-4 WI . e5 R 5.1 ggg RIGHT OF W., izi I RIG,OF WAY ; I .,i \ 4/707 1 1: 0 S.EET KEYNOTES . . I ' A. INSTALL CIIECH DAM MO-FILTER BAGS DI ACCORDANCE WON CLEAN WATER SERVICES STANDARD DRAWINGS NO SFS ON SHEET ESC-I4 11' IDDI i'i !$ Ff izt --. .. ... . 8.00 . _. eswo .._ ._.....— / HS 1`.! sw 74TH AVE •LI; 1111 111 : 1111 I I' _. ..... _ _ -•— RIGHT OF WAY PLAN HH 11 (2\4, .4ry II II il II ill! HORIZONTAL SCALE . .4' . 0 20 40 . Ny„..„.. A 4., SCALE IN FEET 1U . .., / A . Permit/Seal . / \ 90%DESIGN • . % NOT FOR .... • . o." \ CONSTRUCTION . PHINNeS RN Caere.hos not Peen 4/ ‘ cornpleled orchecked onc1 is I01 .... A \ v..Inlonnolion or came.ork , RIGHT OF WAY . A I- •'' /. •:\\ Li .44 . !PT rj . A '''' 'PR 5E010201W i4.1- t a , • R' (Se _ t, , ,, „.• / RICHT OF WAY , ',‘I \ -s') 2- E•5 , , ... PROPOSED le 01W .44••''. j , , \ ) ;'l' .. 1 '33-S. \ .....44."....” - A, .\.% 0 cProject Mo.:2002035599 1:101orne:055996C.13 • • I • NOW OF WAV Scole:H:1,27 / , , .— • ,•• . Me. / / EROSION CONTROL PLAN STA 81+50 TO STA 90+50 fr 1 1 iv\ / .• ROVISI012 Sheet: .15 of 62 *,,,,,,,• ,, PLAN Drawing No ESC-10 L ......,... i u N 4.I )1.11 ha C illi aoi - — i i ia \ ® \ a ," iW( _ ?.� � �xicaTOF w.. a i On 69�Y-�iii:: _` ' i IS:: � �swr � & NST NtocnTEf \ �FERR R �R / . f \ ••t psxEEKEvxo LLMTEs i ,, � ./....... `,.,,,‹V; UMW.DRAWING .�TYPE smEw ` ` ACCORDANCE �WATER R� ON> � sTiio'no NuwMO NO.020 SHEET EsGts. eTER BAGS Ew uSTAMM.wuwNOs Ni rT e3.� ®� HIE �� I I I I I I I/ (IIIIIII° e mow.. — •.sEa_aw ., PLAN 1 111€ (IIIIIII/ / ®2 WWI' / i i HOF .Rm • 0 I Permit/Seal �; .....— I 90%DESIGN -.F; x�ONT OF w.. _ — — 1 NOT FOR a� — — _ — — il6 CONSTRUCTION 1^i• _ _ _ C xot mK6eo° im,xmRe�Er4 0 01114,4 .._._.._ _ _'. Rernd NaxwNnorcorrn..4,. I. � reaarna<x.a�anta ll i • ' lii • FWO c6)..—%E; p' _ i O u aua3 i 6u •I LIR gLL 1 1 Project No.:2[02005599 SCCIe:H:I'=2f�� I m •c—n .:...m 1 fie EROSION CONTROL PLAN STA 90+50 TO S7A 99/50 Re/sloe: Sheet /60162 a' PLAN Drawing N0. ESC-11 u ± N 4 , ® g a C s, A __ N 1 20 AO I — ___ _ _.__..--•—•----Z__— ��A_�sect OF ________ i 6 1 ir:illp — - -_- I pSHEET 1E,.DTEn r !" ,aD sou. ACCORDANCE WITH CLEAN WATER SERVICES -•...,.._•. INSTALL rxerrawor[c�iwsN�sTYPE s w�E 1 A. INSTALL INLET PROTECTION TYPE A IN Pf'' ••i ACCORDANCE WITH CLEAN NO. WAARTERA SERsER , ENF^ gIVI :TM NO-FILTERBAGS IN 5- �3,=.n� STANDARDDRAWWINGSNOt ACCORDANCE MITI SAS ORSWF,ESTr,<. ro / OP':-•--' r-______�_'._—____1 T� -..�.�_ '00- SW 7AYlORS FERRYRIN ATER SERVICES g TI€ - % 1 — a rk II I IIIY • .s. „- a / _ _._.-_._ARD D,ED„D w �" 1b R O I "�MONTOrWWI —•-a `• 1 i i RR» ORWA.J !I8 i �•.\ i % PLAN I III€ N IIIIIIII' 1 j a j 1 i x i i F i RDRrrrR Al SCALE $ S j ® n SCALE IN FEET !j i i rennn/Seoi m MITT OF WWI i I . . I . 90%DESIGN j NOT FOR i CONSTRUCTION Dol Wgerit,piano adMr°Meld i - j purpose,.madocweem m,no,been Tappet.a checked dad a is SW TAVLORS FERRY RD ! generamorms.a comments.) ! 1 g x ,as.eo 1 ,as.og 10)00 Zi! 'a N 1 Ig1 I b SRI .9 o i PROPOSED,s•o,w i C2 I mo • ! ` i Ego �, w I `mrart Dr m�'.. • I woR,OFwA. i > i wAv i 'u s LL 1 i i i 7,05099 i 1H x .a m 1 i 3 I Sc ale:H:..Fon—— ; i IF I I i idle EROSION CONTROL PLAN STA 99+50 TO STA 108+50 PLAN Drawing Sheet wing Sheet Oof 62 is ESC-12 ) ildl N V 1 I e I I NOR¢oNTALscrnE: -1 IPF V) p I aroxroPw6v I i orw6v I scuE�w FEET " R i e,1 4.,..g.,1.-: , 6 ,tmrt ig f!6. • h-if ro - i 0SNEET KEYNOTES IINSTALL INLET i ACCORDANCE ES STANDARD DRAWING NO.910 ON SHEET So.14. i ss $r, vrsovoseo 10 mw SW TAYLORS FERRY RD $ 14.INSTALL INLET PROTECTION TYPE S IN ��F' .12: 10.00 110.00 T ji1ç t' em AT SHEET ESC • e wsTr�L OMEGA DAM SP-FILTER BAGS IN - ORDANCE WITN CLEAN WATER z STANDARD�w ,NO6,0N,EETE 14 ��l IEI \_0_42 -- IIIII 1 \_a .Fw i R n,wA. III I I= I ce o Av rte- 1 i i • I I I I •I I i I I g PLAN III IIII€ 1 1 1# 1111111= OS,/ RIGHT OF Permit/Sens 0 AY 1mNTA<SCALE 90%DESIGN ?i ^" NOT FOR SCALE w FEET ____ �--------"--–---_..----- –'—–.._. _. CONSTRUCTION -_. — Moi i oE.wnonohg a ad,. purposes. S RwakmamoreoaOL.6 «<ow,,+em,now • $5!.1 re" o/ _$'� �a -- —-------- SW TAYLORS FERRY RD ex >f„I OU IPROPOSED WOO ww a $'z F §.`”- S i i-\ I OwA. I IN Project .:21fYiW5599 I I RIGHT Of WAY yI3 SCWe:H:I�' I I 1 I vii I OleC-412 w:m i I EROSION CONTROL PLAN STA 108*50 TO STA 1 I4+38.40 I Revision: Sheet .80162 ii v PLAN s Dra�wm N0. L -.___.° ESC-13 _} •� 11400.°. nNfRe a W,eM® ) op.4SW //.0,„.... •i.. \ \ \ irti 4 eb€ 00 Pz_nMA 9Yy ;1. �� A,,,'„,.§., E62 OEM«T wx o•r-R<AEAx RCP ao,. 00## •m” • n.& "_AN VIEW aAm,s1 .d:° sm..imsa ® Y22 : ap€k SOW _ NJ. ma r.r•0.1 _m¢t <;n rBim."`INE.. 4_ 21 .a ,« Wx.ren awxE�ANLv�Duan REsoal*w '''`////',..'I '-",-.• r.r sxN R•c a a,eE,OrExro"0Fa Por ON ! s a a Rm Ee w uHBL MARACA DOM SiOES OF F1L. u x,1� �h W M„ I i/v � To 1".01•4 ON orr«u ij PROFIIF 11 H I� 1 MOT roarrc I 11 Hill 1 1 ME ENTRAP.M� . a�NAT WE PREVENT R aE I OF SENMENT ONTO PALM R1441-0r-MA,111 N..RMARE Tro SOM. «R AmOPW«ien rr MAP MN .,.�Rau I 1• PFDWNnEuoicRUSZTVPEW" •'10. f 'MAT 1 CR REuT N. • T , �I:!a /i iiz ` "RE m: .a Ss- 10 ONERT Rae,MKS.AN � ' s. 2EF 1..0 NYruWzMWOE S.uEPar x-NO.a,EARox Bonen• so i�."' Raxo TwWT. .REWIRE roomnID FRONT VIEW me_ _ vane,O RSRTSMT wR-1011.iwwn: Au N. 1gero8uW8 ..Ne•a N«'''''"•.N,.. t CONSTRUCTION ENTRANCE aeaLL \serve 6 SEDIMENT FENCE Cleanwaler Services 11 I I I 111 ORAWN°NO.855 REHID-IL Ic ORAWN6 NO.675 +..M�.-N I I I'1 11II�II- -if', EamitReal )4••, AREA DRAIN CATCH BASIN 90%DESIGN NOT FOR naW ;o CONSTRUCTION V y I«o. + «anWorcm 0n omNrea W decked o00 nd R0, w RnamlmamoRa,WcolWrrMaA. i — DITCH INLET PLAN VIEW . 7111 w F O9,r)y NOTES' a e..,aD a••w. O t. 0O0ITONAL MEASURES MOST BE Q O i g > oe CONSIDERED DEPENDING ON SOIL TYPES. i `�z ae 3 0 — MRO g•P, 2. BIO—FILTER BAGSA SHOULD BE G 01 Se �¢ CDLL STAKED WHERE APPt OR USING(2) CHUB PER 02 STAKES OR APPPONED U r O LL EQUAL PER BIG. 3. WHEN USING 30-BO-RSCS TOIMER.TIONProtect No..20020D5599 ON DUI.CRITERIA SEE PROTEC1 A CATCH BANS YOU MUST CHAPTER 4 OF MEAN CATER °N9.4 !ONE 4 BAGS AND THEY SHILL BE =SKIMS EROSION r Scale:NOTTOSCALE 0VEBLAPPED Or 8-. ¢ AND DES,.-55.WL. q xc�nn m The INLET PROTECTIONCLEAN WATER SERVICES TYPE 4 ae8n " Service6 DRAPoNG NO.915 .,e.l. -N STANDARD DETAILS • PARDON Sheet. 49of 62 Stowing NO. ii ESC-14 ..... e,.M oaev w uowAea o=,,,., P_,. pansA wa om 11.S t aO'NOISSAYSe 1R wm'oayuDlrAvAm A31TOA NLLV�rTLL —— - —— &Iz m sl.sou Icosl I.7eL z a Z �Nw.I vso vusIW —_— —_—_ 43O6€j 'aeE8 103108d MO1d 3tlld & OPIUM109 grA� — 'u3 M= .g1 C H1n0S-HMON 2130ZOW 6I$ r ', D r w ✓a.�u��s "_� —— —— c/Z O .8 11O2llS14 8 i !Ik _� ips U 831VM A311VA Nuvivn1 I w F U IDe10.y/luep &&u #D- &d F, e i �1 C-SC .. C@9 N C41 C•75 �..�.._..L �— — — — I T i59 9 " ' SW TAYLORS FERRY RD tR i4.?±r1 dc, I I ; IiI Iii <I R., ElJ lir. iii._,... P ,,w SW 6T I CEDARCREST ST i u ( rSW SHADY LN I I SW ELMWOOD ST -i I i I m I : 6 I SW SHADY PL I I : I 1 -SW BARBARA LN I d I I ' i SW RED CEDAN WAY LS SW LANDAU ST , —.. iIL I m T 5 la uq U W SW LOCUST ST le t iI I-'-- • 9 i i - hb SW MAPLELEAF ST /2 r Se SII I I (1 .— b SW OAK ST k3 o I I r 7 r Se II IP ISI I\ SW PINE ST ��dieL..._ 'I' b •I I wl ri i I --'_'N000,4'�1 I• ld 19 - ',:9 gi 1 F.:' b U 1 i • ; bAI it Ili, N 3.1) w -.._.._ —.9._.._SWATLANTA ST e • g i