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PFI2020-00303 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT INi COMMUNITY DEVELOPMENT Permit#: PFI2020-00303 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 08/19/2020 TIGARD Parcel: SEG1859 Jurisdiction: Tigard Site address: Subdivision: Lot: Project: Fanno Creek Siphon Repair Project Description: Replacing exposed sanitary sewer piping in Fanno Creek with new piping directionally drilled underneath Fanno Creek. Class of Work: FEES Type 2-Sidewalk/Driveway Approach Description Date Amount Total Owner: REQUIRED INSPECTIONS Call 503-639-4175 for the IVR inspection request line or visit the City of PHONE: Tigard website at www.tigard-or.gov to schedule inspections online. Contractor: GT EXCAVATING LLC 10333 WISEACRE LANE AURORA, OR 97002 PHONE: 5033105442 Applicant: ANDREW NEWBURY 13125 SW HALL BLVD TIGARD, OR 97223 PHONE: 5037182472 Please sign below to indicate acceptance of conditions and return a copy with the proposed work schedule along with names and contact information of responsible parties before beginning work. PermitteelApplicant Signature: tS--ee, Jn li7 pt{ c -- Issued By: / Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PFI2020-00303 Type: Condition Name: Status: Severity: PFI_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalkl[ 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_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 18-SEWER SYSTEM TEST Applied Notice A sewer system air-test and/or DVD T.V.test report and one set of"As-Builts"shall be provided for review and approval. PFI_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 22-DAILY INSPECTION REPORTS Applied Notice Applicant shall submit daily inspection reports,on a weekly basis,to the City's Inspector. PFI_Sidewalk/[ 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_Sidewalk/[ 24-VALIDATION OF MATERIAUCONSTRUCTION Applied Notice The City's Inspector may,at his discretion, require tests and or reports from the applicant to validate claims of material or construction adequacy/compliance. Such tests/reports shall be provided at the applicant's expense. PFI_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 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_Sidewalk/[ 28-AS-BUILT DRAWING Applied Notice 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_Sidewalk/[ 31 -OTHER Applied Notice Other rJNIHC11001/d0 ALIO did oZoa 8 i NV City of Tigard �3n13�3>� PFI#:20�-DC/303 ENGINEERING DEPARTMEN 1) Public Facilities Improvement (PFI) Permit PROJECT INFORMATION TYPE OF WORK Project name: Fo'iw o G v. S.p�av� Qc pa;✓ TYPE 1—Franchise Utility Work Brief description of project: �p�ac,iytc{ ex�C6cal cavt 0447agen or ea NWN,PGE, or utility y ce XV p;tP,� �,n Fq& b C✓. writ, VIeIM Ip, ,t43 ❑ TYPE 2—ROW Sidewalk/Driveway/Sewer �� l, Work performed for the purpose of: p,r JCesr't ally I leek uocle✓vl vl yi L✓. • Sidewalk installation or repair • Driveway approach installation and repair SITE INFORMATION I ��77 • Sanitary sewer lateral installation and Location (address if available): F0.lnNb C vea F o1� l7 no r�A main line tap 0 TYPE 3—Full Scale Development Work pate L Se& (2 59 performed with land use approval which includes any of the following • Subdivisions or Partitions APPLICANT INFORMATION • Street widening Name: C i-t tga✓fA •• Mainline installation for sanitary sewer, Y r>F -F J storm sewer, Tigard water, and Tigard Mailing address: 13`ZS SvJ 11 SouIcva✓d water service ane City/State: Tiy a✓G(, Of.. Zip: 9. 2Z,?j ❑ TYPE 4—Small Cell Technology ❑ TYPE 5—Tigard Triangle Phone: Co-3 - 639-c-i 111 Email: avY.lvcwhe,4.;lavd-o✓.lovPhone: $O3-"I\g- 2 NOTE: Type I and 2 applications may be emailcd to rowpermitsna,tigard-or.gov. Contact name: AindYevv 1Jevolovv/ Phone: 60',_-1lSt-2'472. Email: ctocAvevJAtL y eA- o✓,5ov CONTRACTOR INFORMATION ❑ Same as applicant Name: GT ex ce�i n� , LLL CCB Number: ( 15 l)25 Mailing address: Io333 koV,yc.,,-ve l,tn City/State: Auv oval Olt- lip: 91ooz Phone: 5o3 110 -C`042- Email: civad {extnvak'`ncJ ,r M ENGINEER INFORMATION Name: A kS Eh9;r,eo✓iv+3 v7 Mailing address: IZ`365 Sw s t 14c 'as1 12d oo City/State: Tvala-i-iv) , OYC Zip: 9/0 ?- Phone: S03_ 563- 4151 Email: aolnin ee ak.s- evn. c•o,M ADDITIONAL INFORMATION Estimated value of work is required(if over$5,000):$ 175. 000• o o (within the public right-of-way) Is work related to a LAND USE DECISION? 0 Yes IE No Case number: City of Tigard • 13125 SW I tall Blvd. • 'Tigard,Oregon 97223 • www.tigard-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. C=N-44 A'dd.,Gvt1 NGultovwy 7/1"7(Zo Applicant's or authorize agent's signature Print name I Date Property owner's signature (if required) Print name Date Si Al-I. I SE Case No:Q IWU-00303 Permit fee: -9" Received by: Al— Date: S 11 70 Approved by: Tree, Date: 8//pJI24Z0 Notified by: Date: City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-orgov • 503-718-2421 • Page 2 of 4 1?1c20-0O3o3 C C.rQQK.S.:3Pr\cc\'EZP..%;, FANNO CREEK SIPHON STABILIZATION CIVIL ENGINEERING CONSTRUCTION PLANS i- � NORTH PLAINS n�Ya�� pp�� c, // � LEGEND BANKS " " v DECIDUOUS TREE 0 HILLSBORO• . 4 I� •= I PROJECT LOCATION c) ITR VAULT UMPIRE 0 •CEDAR MILL PORTLAND \W ►\. �`� IRRIWIRIN BOX FOREST `�� (� I iI►� - 4 GROVE ~ �4. Jae+41011 - '1,Z,3. 0 (ij j, =Mk .Y RIGHT-OF-WAY UN: - - - — /. iUNTY N� O a ,;�'�I NO ' PROPERTY LK C ULTNOMA 10 `OUN v CE711ERME CURD GASTON ? .I © 5�, IRA --- - - ---- yFENCE �\ / • e•'r� ,,,M / CRAWL EDGE ........—�— N �' N SAMTAAY SEVER UN: - — — — — —M- J r---!-_M \'\ /\ " PROJECT LOCATION r TUALATIN , „� ''J " ~ t� .. VI 1 J VICINITY MAP SITE LOCATION MAP • NTS NIS ENGINEERING/ GEOTECHNICAL SHEET INDEX PREPARED FOR: SURVEYING FIRM ENGINEERING FIRM 1 C000 - COVER SHEET WITH SITE LOCATION AND VICINITY MAPS CITY OF TIGARD,OREGON AKS ENGINEERING&FORESTRY,LLC SHANNON&WILSON,INC 2 C001 - GENERAL NOTES AND PLANTING DETAILS CONTACT:ANDY NEWBURY,PE CONTACT:JOHN CHRISTIANSEN,PE CONTACT:STEPHEN 3 C002 - EXISTING CONDITIONS PLAN 13125 SW HALL BLVD. 12965 SW HERMAN ROAD,SUITE 100 MCLANDRICH,PE 4 CO20 - SITE ACCESS PLAN TIGARD,OREGON 97223 TUALATIN,OR 97062 3990 COLLINS WAY UTILITY CONTACTS 5 C030 - TREE PRESERVATION PLAN & EROSION CONTROL PLAN PH: (503)718-2472 PH:(503)563-6151 SUITE 100 6 C040 - TREE PRESERVATION TABLE AND NOTES FAX:(503)563-6152 LAKE OSWEGO,OR 97035 WATER,SANITARY, 7 C300 - SEWER PLAN & PROFILE PH:(503)210-4750 POWER STORMWATER,AND ROADS 8 C301 - CONSTRUCTION DETAILS 9 C302 - CONSTRUCTION DETAILS PORTLAND GENERAL CITY OF TIGARD 10 C303 - CONSTRUCTION DETAILS ;� UTILITY LOCATES (503)232-1987 ELECTRIC 8777 SW BURNHAM ST. 11 C500 - PLANTING AND SURFACE RESTORATION PLAN ['' 48 BUSINESS HOUR NOTICE PRIOR TO EXCAVATION 3700 SE 17TH AVENUE TIGARD,OR 97223 PORTLAND,OR 97202 PH:503-718-2591 OREGON LAW REQUIRES CONTRACTOR TO COMPLY WITH RULES ADOPTED BY OREGON PH:503-736-5450 UTILITY NOTIFICATION CENTER.THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH 952-001-0090.COPIES OF RULES MAY BE OBTAINED BY CONTACTING THE UTILITY LOCATE SANITARY(24"+)AND 1 CENTER AT(503)232-1987. STORMWATER(24"+) COMMUNICATIONS CONTRACTOR SHALL NOTIFY WASHINGTON COUNTY WITHIN 48 BUSINESS HOURS PRIOR TO CLEAN WATER SERVICES FRONTIER DATUM NOTES: START OF CONSTRUCTION AND/OR EXCAVATION. 2550 SW HILLSBORO HWY. SW CEDAR HILLS BLVD 1. HORIZONTAL DATUM: A LOCAL DATUM PLANE DERIVED FROM OREGON STALE PLANE NORTH 3601 NAD83 WASHINGTON COUNTY OPERATIONS:(503)846-7623 HILLSBORO,OREGON 97123 BEAVERTON,OR 97005 (2011)EPOCH 2010.0000 BY HOLDING A PROJECT MEAN GROUND COMBINED SCALE FACTOR OF 1.0000990394 PH:503 681-3600 PH:503 828 8004 AT A CALCULATED CENTRAL PROJECT PONT WTH INTERNATIONAL FOOT GRID VALUES OF A NORTHING DF 8 646,289.74,AND A EASRNG OF 7,623,076.90,AND MERIDIAN CONVERGENCE ANGLE OF-135'58"AT THE CENTRAL POINT.OREGON STATE PLANE DATUM IS DERIVED BY TRIMBLE MRS NOW NETWORK. tO GAS COMMUNICATIONS 2. VERTICAL DATUM: ELEVAIICNS ARE DERIVED BY HOLDING THE PUBLISHED WASHINGTON COUNTY BENCHMARK NW NATURAL GAS COMCAST CABLE NO. 464, LOCATED IN CONCRETE SIDEWALK AT THE NW CORNER OF THE BRIDGE ON BONITA ROAD OVER 1-5, al 220 NW 2ND AVENUE 10831 SW CASCADE AVENUE ELEVATION = 198.837 FEET(NGVO 29). PORTLAND,OR 97209 TIGARD,OR 97223 i PH:503-226-4211 PH:503-596-3754 z5 11 Date: 7/26/2018 it ' roi•,�-e„ DDecri Plmene Addendum Date No. By N ALARN.OR �� LLMS ENGINEERING a � ENGINEERING DVISION PUBLIC WORKS DEPARTMENT SHEET C000 �(J ,' VL P: 503.563.6151 ,JARS S.W. HALL BLVD. FANNO CREEK SIPHON STABILIZATION ' F:SOl.56J.6152 VOICED. OREGON3639 411I OF Ca • moos • • alu-mgcan VOICE:503-6Je-417I — i 1 $ n.+`A\ 'W ENGINEERING SURVEYING NATURAL RESOURCES nGARD .nc o 0RGOVR FILE NO 1: • CN IslMI2 FGSIGN-•PCIDRW :C LANDSCAPE PICHECK RE COVER SHEET WITH SITE LOCATION AND VICINITY MAPS encwu DAM iz/n/,a DESIGN:JPC I DRAWN:STIR I CHECK: JAW PROJ.NO: 6J20 I BID ON: GENERAL CIVIL NOTES CITY OF TIGARD GENERAL CONDITIONS SANITARY SEWER CONSTRUCTION NOTES I. OMER TO COORDINATE AND PAY Al PROJECT PERMIT FEES AND COSTS ASSOCIATED MTH CONECTNC *RECTORS)MD APPROVAL(S)SHALL RESULT IN THE CONTRACTOR BEING FOLLY RESEMBLE FOR 1. THE PERMIT HOLDER MUST COMPLY NM ALL APPLICABLE MESONS OF FEDERAL AND STATE LAW.TIE 1 ALL CONSTRUCTION AND MATERIALS SHALL COMPLY AN THESE PLANS MO IRE ARPUCABLE RECEREENTS Of TO EXISTING WATER.SANITARY SEWER AND STORM SEWER FACULTIES,ELUDING SEANCES AND ALL PROBLEMS ARISING FROM LEINSREAMCC100 A TOAD MINOPAL CODE,AND TIE ERAS CF ANY AGREEMENT NTN ENE CIECF MARI)REGARDING CHEW WATER SERVICES LESION AND CONSTRUCTOR STANDARDS RE0 07-20. INSPECTIONS BY THE GOVERNING JPJTOCINNS 21 THE CONTRACTOR IS RESPONSE!FOR WEEK ALL NECESSARY INSPECTORS OR NECESSARY WORK TO BE OGEE PURSUANT TO 1H5 PERMIT. 3.TIE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER 48 HOURS PADR TO TE START 6 SANITARY SE1KR 2. COITRACTO2 SHALL CONFORM TO ALL CONSTRUCTION PERMITS REOORED BY THE CITY Cr 11GNID AND OISERVATUIS FOR ALL WORK PERFORMED INCLUDING ANY RE-TESTING MAT MAY BE REQUIRED TO MEET 2. ACCESS TO DOSING PRCPERTES SHALL BE MAINTAINED AT ALL IVIES,NODDING NORMAL°EMERY CONSTRUCTION AND ANY STAGED INSPECTOR OEM WATER SEANCES SPECIFICATION. THE CONTRACTOR SHALL PERFORM PRE-TESTS PRIOR TO SLIEWUNC TESTS THAT MUST SERVO AHD MAIL SERVICE AND F NOT.SHALL BE CAUSE FOR DORM(STOPPAGE UNEL EFFECTIVE 3. OREGON LAW REQUIRES(XMIRACIS TO MOW RULES AWAITED BY PE DRETON UTRITY NOTIf1CAlION BE MESSED. TESRNC MUST BE PERFORMED BY AN APPROVED THIRD PARTY NOEPENIENT TESTING ACCESS IS ESTABUSIEO. 4.POLYVINYL CHLORDE(P5C)PRE SHALL COMORE TO THE REWIRFMEN75 OF ASHY D-3034,SOR 35(4'-T5'), CEN11R.TEE RULESWIRE ARE RA FORTH N OAR E190061 D THROUGH OM 952-WITY NO.ME LABORATORY RETANFD BY THE CONTRACTOR. CONTRACTOR IS SOLELY RESPONSIBLE FOR SCEEAMC ASIA F-679 SDR 35(1B'241,ASN C-900 D-1740R18 14'-121.ASHY C905 D-17840R1B(16'-24').GASKETS TESTAE. ALL TESTING MUST BE COMPLETED PRIOR TO PERCRMING SUBSEQUENT NOR(. A COPY OF 3. PURSUANT TO ISM WNIOPAL COO EVEN 7.41E180,WORK IS PERMITTED BL IREN ME HOURS Cr SHALL CONFORM TO 117E REWREI/ENTS OF ASIA C-477 AND AS D-3212. TELEPHONE MEMBER FOR THE ONCE UTUTY NODFICARON CENTER IS(800)332-2344. ALL TESTING RESULTS MUST BE PRONGED TO NE OMNER'S REPRESENTATIVE L6FIDAIELY UPON 7:00 Al.TO 7:DO PA.DAILY UNLESS OTHERWISE AUTHORIZED BY 11E CITY MANAGER. 4. CONTRACTOR TO NOTE OTT AD ALL U1LlEY COMPARES A MEW 6 48 BOWERS HERS PRIDR TO COMPLETE OF ME TEST. 4. BEFORE IMITATING ANY CONSTRUCTOR WADY,TIE PERMIT HOLDER SHALL BE CONTACTED BY RE DE RUDIMENTS 6 5.MMHOIES SHALL BE PRECAST CONCRETE SECTIONS VAIN MNEAUM NSICE CAST MA OF 48 ACNHOLE HES, PS,ANT BASE TO START OF CONSTRUCTER.AND COMPLY NTH ELL 01FER NOIWTEAIXN REQUIREMENTS 6 AGENCES MTH 24. ME LOCATION AND DES:RPDNS CF EXISTING ELITES SHONE ON ME DRAMINGS NE COME FROM DRYS PRIVATE DEVLSMENT INSPECTOR,(503/639-4171)TO ESTABLISH A PLACE,THE,AND DATE FOR SHALL HAWS A ANNUMACOMPRESTI 5S0K STRENEXCEPIGT O AS OFF 4000 PS.TOPTED ON THE S SHALL ECCENTRIC C S EXCEPT A JURISDICTION OVER THE WORK AVAILABLE RECORDS,UNDERGROUND UTILITY LOCATE MARKINGS BY OTTERS,AND/OR FEED SURVEYS. A PRECINSTRUCIKN IMMO FAT TOPS ARE REWIRED PER STANDARD DETAILS PORED N PLACE MANHOLES MM A MEAT COMPRESS* STRENGTH 6 3(100 PS MAY BE SUBSTITUTED. & MICR 70 BEGINNENG NOR(,DE COMPACTOR SNAIL PROVE 11E MOING ITEMS TO THE OMER'S ARS DOES NOT GUARANTEE THE ACCURACY S ME CONPlf1ENES5 OF SUCH RECORDS ADDITIONAL 5. THE PERMIT DER OR H5 CONTRACTS SMALL NOTIFY TIE OTT'S NSPECT R, REPRESENTATIVE ELITES MAY COST ADC ME Ito AREA. FY CONTRACTOR SHALL HELD VERI LOCATMS.INVERT AT 503/639-4171 TTY-FOLK(24)HOURS PRIOR TO 6. ALE PVC P SHALL BE INSTALLED N MN ACCORDANCE TIE MANUFACTURERS'RECWMENDDE AS PVC SEAR PIPE ELEVATES AID SIZES 6 AU.EASING OILER PRIOR TO CONSTRUCTOR. SHALL SHALL BE CONNECTED TO CONCRETE MANHOLES BY MEANS OF MI APPROVED CO PHNG NM AN ELASTEERC a UST 6 9LHON1RAC1DR5 CEIWIONG MICR(.TIENTY-FOUR(24)HORS PRIOR TO MY STAGED NSPEC110N AND AFTER GASKET.AN APPROVED WAIERSTOP.OR MILE SLEEVE.THE CONECTES SNAIL BE FINISHED PERAND CEMENT 25. MT ELITES LOCATED N RUE FEUD MA1 DIE CONTRACTOR DISRUPTS OR DAMAGES SHALL BE COMPLETING WORT(COVERED BY UNION PERMIT. GROUT H PROJECT SCHEDULE PREPAY RPARED 1O NEW COMMON. IF REWIRED.CONTRACTS SHALL NSTALL SUITABLE e TRAFFIC CONTROL PLAN TEMPORARY SERVICE UM.FEAR CAN BE CCWLEIED. 11E COST OF ME REPAIR ORTEIPEARY 6. A COPY 6 ME PERNT AN ALL AITACIW4lTS AND A COPY 6 TE APPROVED CONSTRICTION PLAN 7.AFTER THE CONTRACTOR HAS BACRALLED THEE PPE ZONE 6 THE TRENCH AS REWIRED,THE CONTRACTOR SNAIL SERVO SHALL BE BORNE BY ME CONTRACTOR AHD All AVERMENTS SHALL BE AVNUBLE AT THE NON AREA ALL WORT(9E1 CONFORM 70 TIE MEN BAWL 11E BALANCE 6 THE TRENCH,AM OAS$'A',IN ONE MOT(1)LEERS PER CBS DETAIL 590.MY M EMERGE-MT ONSET NAME AND PHONE RUDER REAMi TERMS,CONDITIONS AND PflON9OS AND 7G THE CHT ARPROSED PEAK PLANS,AND SUBSEQUENT SETILBENT CF THE TRENCH DR DITCH WRING THE GUARANTEE FERMI SHALL BE CONSIDERED 10 BE 26. NOTIFY THE OMER AND OWNER'S REPRESENTED*IMEDIAIELY CF ALL UTIUIES EXPOSED. *PROVED PLAN AMENDMENTS AND TO 11E O1Y'S STANDARDS AND SPECIFICATIONS MD TO THESE THE RESULT CI IMPROPER COMPACTOR ANU SHALL BE PRMPTLY CORRECTED BY TE CONTRACTOR AT NO DENSE 6. IT IS THE RESPESNUTY 6 THE WNTRACDR TO RENEW ALL OF THE DOCUMENTS AND PLANS E0DN1Nm UNITES SHALL NOT BE DISRUPTED DR CUT UNTIL OWNER OR OIWNFR'S REPRESENTATIVE MORE.W4DDES CHANGES TO ANY 6 TIE AFORESAID MAST BE APPROVED BY DE CITY.IN TO ME MERGE S TIE OMER. ASSOCIATED NM TIE PROJECT NON SCOPE PRIOR TO TIE COeENCETIENT OF CONSIRUCIDH HAS APPROVED THE CUT S DISARM. ADVANCE OF WON(PERFORMANCE. STOLID ME CONTRACTOR FIND A COFUCT AM TE DOCMENIS/PLANS RELATE TO DIE &SANITARY SEWER APE AND APPURTENANCES SHALL BE TESTED FOR LEAKAGE IN ACCORDANCE MTH CRS SECIFICATIONS OR DIE APPUGRE CODES IT 5 TE CONTRACTORS RESEEAHUIY TO NOTIFY THE 27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LCGNNG AND MAR(NG ALL EXSDNG 9664Y 7. MAINTENANCE CF THE WORK AREA AND APPROACH ROADS IS THE RESPOasHltt 6 THE PERMIT STANDARDS LEAKAGE TESTS NOIRE AN AR TEST 6 THE SEWER MANS AND SEANCE CONNECTIONS MO A WATER OYNFR'S REPRISE/MATE N ME PRIOR TO THE START 6 CON87RUC1IIN. FALURE BY THE MELIENTS 6 RECORD(INOEINC BUT NOT SEED TO PROPERTY AND 51Htl MONUMENTS)PRIOR TO HOLDER THE WORK AREA AND APPROACH ROADS SIM.8E MAINTAINED N A CLEAN CO M TIOIU FEE DFILTRA11N TEST DR VACUUM TEST 6 THE RANHEE& ANY POR110N OF THE SEWER*ICH FAILS 10 PASS THESE CONTRACTOR TO N01FY TIE OM/EA'S REPAFSFNTAOE SHALL CONSTITUTE ACCEPTANCE 6 FILL CONSTRUCTION. F ANY SURVEY MONUMENTS ARE RFEIOET,OSIIIRBEO DR DESTROYED DURING FROM OBSIAUCTIONS AND HAUAIS A COPY 6 THE PERMIT HOLDERS CIRTFICAE 6 INSURANCE TESTS SHALL BE ESCAVAIFD,REPAIRED Cl)REALIGNED,AND RETESTED, N WDI17ON ICE HYDROSTATIC S AR CONSTRUCTOR OF DE PROJECT.THE CONTRACTOR SHALL RETAIN AND PAY FOR ME SERVICES OF A SHALL BE AVNLA6LE AT TIE WORK AREA. 1E51NG SANITARY SEWERS CONSTRUCTED Cl'PVC SEDER PPE SILL BE DEFLECINN METED AFTER TE TRENCH RESPONSIBILITY BY THE CONTRACTOR TO CCYPLETE DE SCOPE OF NOR AS DEFINED BY THE REGISTERED PROFESSORIAL SURVEYOR LICENSED IN THE STATE Cl'OREGE TO REFERENCE AND REPIAO BAC LL ND CCNPA:110N HAS BEEN ONPLETED. DE TEST SLL BE CONCOCTED BY PULE AN APPROVED SCUD DOCUMDITSAMMS N RILL CEPLIANO WIN LOCAL STATE,AND FEDERAL REALMS AND COOS ILL SUCH YODIEN75 PRIOR TO SUBSTMTAL COMPLETION 6 THE PROJECT. THE MONUMENTS STALL T THE DRR.WFF 6 MUD DR DEBRIS CR STORAGE 6 MATERIALS E EQUIPMENT 6 ANY KIND UPON ANY PORTED MANDREL 95%O"THE MOLE OLMETER THRWCH THE APEINE ON A MANHOLE TO MANHOLE BASS. 7. THE FOLOMNG DOMED 5 INCORPORATED INTO ME PROECT BY REFERENCE HEAR GLQ)E L BE REPLACED MEN A M OIEUM 6 90 DAYS,MID DE COUNTY SURIEYE SHALL BE KNEED IN CANCEU.ATIEJO ONNAO ITHEISP�1IT THE CITY MAYAY Al MOUTON TIE ORDER IM ELATE CLEAN-UP AND TIE 9.N EAXHET AREAS ALL EMCEES SHALL HAVE TAMPER-PROOF LIDS PER CBS EMCEES,E APPROVED REPORT FANNO(RAW'ME RENOVATE PROFry'PREPARED BY 918HRE E MUSE.ND,DATED WRING AS REQUIRED PER CID 2S.t5O STOPPAGE 6 WORN 70 ACCOMPLISH CLEAN-UP. OWN_DE IN SHALL BE TAELE MORES(12')ABLE FINISH GRADE NAY 1.2018. PRIOR TO STARING CONSTRUCTION CONTRACTOR SHALL RENEW IRE LATEST MODE OF 28. ALL FACULTES SHALL BE MANTANED IN-PLACE BY NE COTTAGE MAE55 OTHERWISE 910N1N DR 9. EFFECTIVE ERCGE CONTROL IS REWIRED. EROSION CETRO DEVICES MUST BE NSTNIED AND 10.HIGH DERMA'POENNENE PPE SHALL CONFORM TO PE 3406 S PE 3408,TYPE II,CLASS 2,CATEGORY 5. TIIS DO LAMENT CONTRACTOR SILL COMMA TO ALL RECCE MENDATES USTED IN TIE REPORT, DIRECTED. CONTRACTOR STALL TARE All PRECWIKNS NECESSARY TO SUPPORT,INNUN,S REINED MCEING TE OE%WATER STV10E5 MD DEO REGERIENIS THE CITY MAY AT ANY GRACE P34 N ACCORDANCE MTH ASN D-1246 S APPROVED EQUAL PE3406 PPE SHALL HAVE A WALL THICKNESS H ALL MATERIALS AND MRKLIM NIP SHALL CONFON TO THE APPROVED PLANS AND NE APPI NAME O1IERWSE PROTECT EHOSTNC UTLIES ARID DETER FACETS AT/11 1WE5(AIFE/G CESINUCIINL TIME ORDER CCRRECTE ACTION ATD STOPPAGE 6 ME TO ACCOMPLISH EFFECTIVE EROSION CONTROL REWIRED 1G EXEWIE TE WORE BUT 91A11 BE MINMNM SS 11. PRON9E5 6 ME APPROVING AHENCES'CESiR1CTE STANDARDS,DE MOST RECENT EO71CN 6 CONTRACTOR TO LEE EE RE FACULTIES IN MI UREA OR BETTER-MAN-O8ONA.CONDITION. DIE UNIFORM PLUMBING CCOF,DE MOST RECENT EDIT6 6 ME NTERNATONAL BUILDING CODE(BC), 29. CONTRACTOR SHALL REMOE ALL EXILING SIGTJS,YALBOPES,DMA LAMMING ETC,AS REWIRED f0. METHPROPERTY EIMS,B BY DUST,CONS DOSIT4 ACONTY SELL BE SEEDED AM A STADID SHALLSS MIX; APNA STANDARDS,OREGON HEALN ON9ON(CID).AND THE D6ARHMM1 6 ENROMENTAL QUW1Y TO AWIO DAMAGE DURING CONSTRUCTOR AND REPLACE TEl TO El051NG OR BE1T1R COMMON 9IRONS ROMFS,BARK MIST,DEMO SONS 16(0 CM MARKINGS,MA MAILBOXES.ETC,SHALL BE REESTABII9ED,RENSTALI ED S REPLACED,NTH tNE KM IUD MAMA (DER)MORON EACH HAS,URS ICTE. 30. F SPRINGS S ORWNDWAIER ARE ENCOUNTERED WRING CONSTRUCTOR,ME CONTRACTS SHALL 11. EFFECTIVE DRAINAGE CE1ROL IS REOUREO. DRAINAGE SHALL BE C IIRG UED NTEI NE NEE STE 9. CONTRACTOR SNAIL AT ALL TIES AIDE BY AMICABLE SAFETY RILES Cl'OSHA,N PARTICULAR NOTE THE EWERS REPRESENTAOE 6 ME CONDITIONS FOND AND COODNAIE TIE ACTNIES IN A AND SHALL BE SO ROUTED THAT ADJACENT PRVAE PROPERTY,PUBLIC PROPERTY AND THE RECEIVING MOSE REGULATES PERTNNNG TO AOEWAIE SHORING AND TRENCH PROTECTOR FOR Wt1RMIEN. MANNER THAT ALL ALLOW ME TO RENEW THE SLATE AND PREPPIE A PLAN TO PROPERLY SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIE MOOR CORRECT*ACTION MC MITIGATE THE WATER ENCOUNTERED STOPPAE OF WORT(TO ACCOPUSH EFFECTIVE DRAINAGE CONTRE 10. THE CONTRACTOR SHALL PEACRM All WORN NECESSARY TO CONED 11E PRO.ELT IN ACCORDANCE AN TE APPROVED CONSTRUCTOR DRAWINGS INWEAN.SUCH NODEINTALS AS WY ff 6OSSARY TO 12 OREGON LAW REWIRES FOLLOWING THE RILES ADOPTED BY TIE OREGON UIIITY NOTDLATCN CENTER. MEET APPLICABLE AGENCY REQUIRE:EDITS MO PROVIDE A CWPIF1ED PROJECT SAJD RILLS ARE SET FORTH N OAR 952-001-0010 THROUGH OAR 952-0111-0380.COPES 6 SAID 11. AL MESONS SHOE ON ME PUNS SHALL BE FIELD VERIFIED BY ME CONTRACTOR PRIOR TO THE RUES MAY BE STARED FEN THE CENTER BY CALING 503-246-1987. F YOU HAVE MY OIE57gN START 6 CONSTRUCTION. CONTRACTOR 91NL REEVE MD COODNATE THE BUNDNC LAYOUT BY ABOUT THE RIRES,CONTACT TE CORNIER. NOTE: DAMAGE TO UTU1E5 SHAM BE CORRECTED AT THE CAREFUL RENEW Cl'ME STE PLAN AND LATEST ARODECNRAL PLANS(NCTI NG,BUT NOT UNITEDPEFMIT HOLDERS E7PENSE T0,STRUCTURAL,MPCHM0N,ETECIRM.AL PLABNG,AND FIRE 9PPR.5510NN PLAN,MERE 13. CONTRACTOR MUST VEREY AL EESTING UTUTES ON BM VERTICAL ELEVATE AND HORIZONTAL APPUCIDE). CONTRACTOR SHALL MMEDIAIELY NOTIFY THE 01MNER'S REPRESENTATIVE,AR0ETECT,AND ICCATCH PRE TO START OF TOM(POTHOLE BEFORE DIMING F NECESSARY). SHOW)CONFLICTS DNONEER 6 MY DISCREPANCIES ARSE NO REDE0E S RELOCATE 6 FACULTES BE NECESSARY.IT STILL BE DOE AT TIE PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY TIE CITY N ADVANCE OF OCR(PERFORMANCE 12. CONTRACTOR SHAL LEAFY SEE,MATERIALS HORIZONTAL AND VERTICAL LOCATES AID INVERT CONTRACTOR SHALL COORDINATE DE WON AM AFFECTED UTUTY A(E710ES ELEVATIONS AT ALL UTUTY CIEWNECTGIS Ti. ANY NSPELTNN BY TIE CITY,MS OMAR'S RPRESENTATVE.DR OTHER AGENCIES STALL NOT.IN NIT 14. A 1EIPORARY HARD-SRFAO PATE(COD MK A.C.OR ROT MIX BASE PAVE)SHALL BE RAC ON WAY,REIEE ME CONTRACTS FIFE ANY SUWDON TO PERFORM DE WORK N STRICT COMMENCE SHALL BE AMID RANT TIE FlA 11 CHID G EACH DAYS NO MBNE,IS RSTEE0 CR OFF-FOR AM THE CONTRACT DOCUMENTS,APPLICABLE COOS AND AGENCY REQUIREMENTS SHALL BE LEFT OR ANY HEARS OR AN URGE RE CODITXN. THER PERMIT HOLDER 5 E EEL MR AND IS TABLE FOR HAZARDS DAMAGE RE91L11NG FROM ME PROSECUTED 6 TIE EEL 14. IF TE CONTRACTOR OENATES FROM THE APPROVED BANS.INCLUDING THESE NODS,MRIWT FIRST 15. WORK PROVED FOR LANCER THE PERMIT SHALL NOIRE REPAIR 6 EESTNG FAMINES(ROWS OBTAINING THE PRIOR MITTEN AUTOMATE OF 1HE ENGINEER FOR SUCH CENATONS CONTRACTOR SHALL BE SOLELY RE9'EOIE FOR THE PANED CF ALL COSTS NWRRD N CORRECING ANY WORK DITCHES,E1L)AS EAT BE NELE55ARY,N THE CITY NSPECIGR'S OPREON TO OVERCDI[DETERIORATION DONE MOH DEVIATES FREI ME PLANS. CR DAME WECH OCCURRED N CE.UNLDOI WN DEIIORI(AUTHORIZED BY THE PERMIT. CORRECTION NOR(MALL BE DONE AT THE PERMIT HOLDERS MORE IS THE ENGINEER HAS NOT BEEN RETRIED DR CEPENSAIm TO PRONG DESIGN MC CONSTRUCTION 1S GE AS-WLT EAWNG AND(Cl'SHOEING ALL N PUBIC B 'MDI PROTS INCLUDING MT REESE RENEW SERVOS RELATING TO DE 00NTRWTCR'S SAFETY PRECAUTIONS DR TO HEMS,METHODS, MADE TO NE PREVIOUSLY APPROVED CONSTRUCTION PLANS ND,ALSO,ANY 1PR05E9ENT MACH MAY TECHNIQUES,SEORINOS DR PROCEDURES REWIRED FOR THE CONTRACTS TO PERFORM HS OR HER IMPACT AN DOSING PUBLIC SYSTEM DR FACIUTY,SHALL BE PRONGED TO TIE CITY BY A REGISTERED IIMC. OE ENMHEER ALONG NM AN ENGINEERS OAIWIU1gN 6 INSTALLATION CIIPUANO. THE 16. CONIRACTDR SHALL MALNTAN ONE(1)COMPLETE SET 6 EPROM PLANS ON DE CONSTRUCTOR SITE APPLICANTS ENGINEER SHALL PRONE THE CITY MTH M ELECTRONIC FIE NM PETS FOR AE AT ALL TEES*HEREON HE DR 9E SILL RECORD ALL AMMO OVATIONS N CONSTRICTOR FRO/ STRUCTURE(MANOES,CAIOI BASINS WATER VALVES,HYINMIS AND OTHER WATER SYSTEM THE APPROVED DREAM AS ALL AS LOCAIICNS AND DEPTHS 6 ALL COSTING ELITES FEATURES)N TIE DEWLOPEENT,AND THEM RESPECT*X AID Y STATE PLANE COORDINATES ENCOUNTERED. TEE MELD RECORD DRAMS SHALL BE KEPT IP TO DATE AT ALL LHES AND SILL BE AVALABLE FE INSPECTION BY ME OTT DR OWNER'S REPRESENTATIVE UPON REQUEST. REFERENCED TO NW 83(9I).NOUDE ACROBAT('a.PIF)FURL AND ONE 11X17 COPY 6 AS-BIKTS 27. THE CIIYS INSPECTS MAY,AT H5 DISCRETION,REGIME PROWLER 6 TESTS AND CR REPORTS FRG! 17. UPON COMPLETION OF CE511DCIIE Cl'Al NEW FA/OLDIES CETRACIOR SHALL SEAT A CLEAN SET THE PERMIT HOLDER.THE PERMIT HOLDERS ENGINEER OR CONTRACOR TO VAUOAM CLAMS 6 OF FIELD RECORD DRAANGS CONTAINING AL AS-BUILT 9ROR1/ATE TO THE OTHERS REPRESENTATVG BE SIBECT TO THE I0SMATION SHOWN ME CONIRACTS'S FIELD RECORD DRAWINGS SHALLEFPER OR CONSTRUCTOR NEW WY/COINIARCE SUCH TESTS/REPORTS SHALL BE PROVIDED Al PERMIT IIOIDDR'S ETPENSE VERI IF SIGNIFICANT ERRORSDR DEAl0 ARE NOTED,M AS-WLT SURETY PREPARED AD STAMPED BY A REGISTERED PROFESSIONAL LAND MOOR SHALL BE C04AE1ED AT THE 2& REPLACE ENTMOICLENTS, TIE CRIERS AND SURVEY WADERS 91A11 BE PROMCIED. 8 CONiRACTSS ETPENSE. REPLACEMENT SHALL BE AT ME PERMIT HOLDERS DIEM. E 18. NE CEMACTOR STALL COODINATE AM THE 91RW'ORR RETAINED BY THE OWNER OR RETAN MD 29. TE FRAItt HOLDER STALL PRONOUN 10 TE CITYN9�CTgt,IN WRONG,ME LANES AND 24 HO.R € PAY FOR TIE SERNTS 6 A REOSTEROD MEL ENGINEER AND/OR LAD SURVEYOR UCENSD IN NE EMERGENCY TELEPNOE NUMBER 6 TWO(2)PERSONS MO HAVE AUTHORITY TO RESOLE PROBLEMS, / STATE 6 OREGE 10 ESTABLISH CONSTRUCTOR CONTROL AND PERFORM IOTA CONSTRUCTION SURVEYS TARE CSRECTVE ACTION AND,IN 1EIERAL MILL BE RESPONSIBLE N CASE 6 ANY EMERGENCY. THE / TO ESTAEISI THE LINES AND SAES Cl'IMPROVEMENTS AS MOONED ON THE DRAWINGS STRONG PERMIT MOIR SHALL NOTIFY DE CITY INSPECTOR IN EEG.Cl'AY/NIL ASSOMENT CHANGES FOR BUTTES.STRUCTURES QUIDS.GRAVITY DRANAGE PIPES/STRUCTURES NO OTHER CRITICAL 30. ME PERMIT HOLDER CAL CAUSE N5 CONTRACTS TO PROF E TO TE CITY INSPECTOR.N VEINS SILL BE COMPUTED USING FERMENT ACCURATE TO 0.N FEET HKMIZONTALLY ARID NE NAME AND 24 HOUR EMERGENCY 111EPHONE AMBER Cl'A DESIGNATED'CARETNT PERSON' 0.02 TEEM VERNALLY,CRBETTER. USE 6 GIPS EMINENT FOR MEMOSTARMC 6 VIES RES'ESELE MR CONST UCIIN SAFETY AS PER CR-OSHA.CHAP.437.DV..3 CONSTRUCTION, IMPROVEJENS IS PROHIBITED. H SUB-ON1E P-EXCAVATES THE CEIRACIDR SHALL NOTFT TE OTT N9'M R 6 MY/NIL 1 19. CONTRACTOR SHALL CONDUCT CONSTRICTMN FAOECP MINES N S!UPIA MANNER AS TO NSURE MINNUM ASSIGNMENT CHANGES } INTERFERENCE MTH THE exam)USE 6 TIE FAOUTR BY LO7EES SUPPLIERS AND CUSTOMERS. CONTRACTOR SHALL CONTACT AND DO ST PENNED CONSTRUCTION ACINIFS AND ARMING NM ME OWNER Al LEAST 48 HORS PRIOR TO STARING UII1 CONTRACTS SHALL COOPERATE AND ACCEMWATE OWER'S*COSTS TO THE MAXIMUM EXTENT POSSIBLE. pp 20. CONSTRUCTION ACTIVITIES.EQUIP/IEEEYEHL'LES AND MATERIALS SHALL BE PLACED IN AREAS 1NMRNG1 E{ INCONVENIENCE TO ME FACUIES NORMAL GUSNESS OPERATIONS AND SHALL BE COODMNAIED MTH J1 THE OMER S OWNER'S RPRSENTAME PRIOR TO THE START 6 MOIL D. PRIOR TO ANAL ACCEPTANCE MD PATENT,TE CEIFUCTOR SHALL LEAN THE PROJECT 91E MD R ADJACENT AREAS MY DEBRIS CR MATERIAL OTHER ITEMS DEPOSIED BY THE ;q 6 CONTRACTOR'S PERSONNEL WRING DE PERO O 6 TIE NOR. CW 22 THE CONTRACTS SHALL BE RESPCNS&E TO ENSURE THAT ALL RETUNED DR NECESSARY INSPECTORS MI6 ARE COMPETED BY AUTHORIZED NSPECTRS PRIOR TO PROCEEDING NM 9FBSEWENT WORK*604 ;� COVERS OR NM IS DEPENDENT ON THE ARK 1O BE INSPECTED. FAILURE TO OBTAIN NECESSARY Date: 7/26/2018 11 1 Revisions and AddendullA MI55 SW MAIM E FORESTRY:A. 1sIpI ENGINEERING DIVISION SHEET 6,1 1 ti Description Date No. ByAKS SW MODEM RE STE I11 503. DR 97W2PUBLIC WORN:S DEPARTMENT C001 F 5 �615� TIIG1RD, ORE NALL BLVD. FANNO CREEK SIPHON STABILIZATION 2 OF enocdnW/CE:SOJ-6J8-4171 I( ,......4. s.*� ENGINEERING•SURVEYING•NATURAL RESOURCES FAX: 50J-624-0752 - 11 II TIGARD NHHFDG,RO-OR.cw ` W[w4 DAM M/AI/H FORESTRY I :�PCb SRR iCHECK ARCHITECTURE PROJ.NO:6320 IBID ON: GENERAL NOTES AND PLANTING DETAILS FILE NO \ I \ • \\ TREE TABLE 1 N,,,,, \ \ 11 V T TREE NW TAR BER E OB1(IL) 10203 DECIDUOUS 12 14,16,20 \ 10204 DECIDUOUS 11,12,19 TAX LOT 6400 TAX LOT 6200\\ \ \\ \\ 10205 DECIDUOUS 6.7,8.9 TAX MAP 251 12BA \ \\ \ TAX MAP 25 1 12BA \ 10206 CONRERDUS 9 \ \ \f 10207 WN9FFROU5 t. \ / 1o2m�` ` \ ��A$ 10208DEwIwUS 7 • 41 020 9 DECIDUOUS a 10 PER \DE SLIER E��3A\ BOCK 852 P 39 \ \ 7`�\ •• A.$ 10210 CGNRDUS 10 — ' \ \ / , V 0711 CONIFEROUS to-\ I \ \ SPECIAL j ` \ \\ \ AREA 10212 CGUFERG S °/ \ s o \\ ZONE \ I // \ •,^ AN 10213 CONIFEROUS 9 _ ��5� / \ • �['�� 1o204 10214 caaF1R66S 9 / ,d� / / V Ai $\ /'- A \ 10215 CONIFEROUS 9 5` / Ex w \ 1//Gi/ \ � \ / \ 10216 CONIFEROUS 7 '-12 ROOOWA7 ANE(.�IN ZONF� `5 57RIND ROT I�-_._ // •� \� \ � `- \ RN:135 SFE IE 9 AR�i ^ / 03/ .� / \ \ \ / \0 IO2I7 COMFEROIIs s IE N: 129. ALy/ ID<10495 IE IN: 129.09(I / ` ..._BMBNPE FENCE }V% / / 'I�r� •• 2'TALL I(EY STONE 10218 CONIFEROUS 7 FLOOUWAYAN ZONE AF. \ RELINING wA11 4'TALL HOG DIRE FEMCE- W9 O IE OUT: 129.09(10'E / W%Y ASSI's.________- // / ///�! 70P 6 BARN ` SEE NOTE 9 \ 6 IO2I9 C011FFRWS e W/3 SIRAt✓D BONNE EA MPE SEDER ROT 2 e,E.. — T;PER eooN \ sOCOMMVEGETATED >W a BANK /// A _ oud ca�Rous ° _ _ Et PAGE 393 maR EX saw , // / 10207 ,--\ • RN:132.64 / / /// / \ �7•, -' 1o2a CONIFEROUS s E%saa w_, ^ . R7'— 1 — EX SIN w' E N:t2e.7a OM NO FLOW / // /// I/ \ IDGiP� I RN:134.62 E ME 16.73(e Wj / /,7 ORDINARY HIGH / \ \ `, 119 5TD0GN - ._ E 6E 12256(10'w) // ///// s \ 10222 CONIFEROUS e AT FI 1 4DE• r',. I E OUT: 73(10 E) j/ WATER ARAM J \ \ 1o2z4 DECIDUOUS 29 RI{/:10,03 10490°f E NEN CENmoum �aF1' �/ / •,.� / \ 111 L LBE To BOLTS I t r� L— / E I : wale(8 E) - :_ ///i% ��- ,/ VEGETATED 52 G \ \ 10292 DECIDUOUS 29 � s EaA LOCKING Bars "— - ` - 1 — — _—-i i // i / \ AND MANHOLE IS SEAIID 1MBB1� I `� ` ` ` =0 p �,_, _=_1 /" _"i.— ----11 �_/. /// J r I 10209 .;S/ \ ISO \\ 10293 DEGGIGJS 23 1EAASEMEENT:PPER Booty 10186 1 i! 1 I /' WAYµE PEDESTRIAN PER / -- a , �^�..�_ PIAI" ___ --- _/,///// / I /� �11aeGATIOM eGL \�� I°5 DECIDUOUS 11 sso,PAGE 3B6 O, 1 I I / °97061I0s / �ii e _! �R�%//. 10213 / ( �) \ \ 10466 DECIDUOUS 11 = I I 1 / // 1oNT / , // — j JI- 10214 71$10210 - V 10167 OECOII005 7 I 1/ I H7o / I0466 / 1o4ss_ \.7 f / / "� /// _ 10212/ 1an1 / _, 10468 DECIDUOUS 6 I I 1 I 0 10469 1U169 7co O / //. —- eEND IIA-1 s+W i--` 7It ...-- *OM_ 5'DUDE SEWER A r; '-.I— \ I I l O ) 10292�/ E/ a PPE u —- PR PARn PUT 9p6TA \ \ 10469 DECIDUOUS 6 n O O - - _ , �' NA-2 54W �j5 ` ` INWSIPo/�kNK'.FAOY BOG( \ 10470 DECIDUOUS ° I\) I �1�1 �'.4 ti #/ (' �•y� 660.2. - 3A7 105 I'it i I O10QT \ I i Gt 0-2 s4 -, B-1 54W 10217 10216 _ Fo" _` 0471 of n ws 11 b( 7z 473 f ?�/ / \ IC ` /e- / `/ 10472 DECIDUOUS 12 I 1 '1 \•` %/ ?:� 1 10SY1', r-` 1004e ,� I 1 .< i ./ \ ~ 2- "� _�` -- 15'NNE StNR EASEMENT; 10473 DECIDUOUS 7 1 I I1 10479 / % • / 10220` a _ 10479 NOCUOUS 12 TOP OF BANG / / \�j/�`NDUSMA PAIN' FRCP BOOK 1 9 // / / / /' 1�!_ \ `/' \660.PACE 393 10483 DECIDUOUS 24 SPECIAL ROOD HAZARD //r( / 1• / 1@I9 0 / / } /-- i/ //1773�� v 11'��{ AREA N ZONE AE /// ! / / w LEtETaED / / c' 1a64 D(0t11aus s SEE NOTE 10 / / / .V \. / ��^ I / LOP OF BANK \ \ 1 hl,47/ 1 l 4/ / .. ,-t15'' / / t' lll _` 10466 DECIOUWS 9 III I \ / �A q// W1TEA M v / Bv.. �84 v v 10489 DEDDuaUS H,12 4 lOLL Hoc AWE FENCE I '\ \ .;\\ \ ,// \�-I22- - � Sµ Olt � \7\7 \ 10494• 10490 DECIDUOUS 10 aEaouOus e T ' E IN:124.94(6'YT) 10495 OEODUOUS 9 W/3 STRAND BARBNIRE4,1 \\ ` / IE At 125.16(IOW) F N6 PR00 P E997- 10224/ lIJ1 PF1R�AR1RIw MA ND.1997-082 10541 DEOGUOUS 7 \ E OUT: 124.9t(12.5) 1 I, I 1\ \ , 0 10542 DECIDUOUS 810.ID.11 1 __- ^/�I I \ \ 10543 DECIDUOUS 6 \ --..„ � I � \ a /A \ I 1 I i IT '1 \\ NOTES 19511 I. FIELD WORN WAS GCNIRICIED DECEIVER 19,2017 AND MARCH 13,2018. 7. TREES VAN IAMETFR OF 6•AND GREATER ARE STUN.TREE DIAMETERS'ERE MEASURED UR1ZNG A '� L,I DIAMETER TAPE AT BREAST MGM TREE INFGRWNOU IS SUMO TO CHANGE UPON ARBORIST INSPECTION. TAX LOT 200 2. HC6IZGITAL DANN:A LOCAL DATUM MANE 0ERIVED FROM CREGON STATE MANE NCR1N 36D1 NAD83 1 2 I I TAX MAP 25 1 12BA (2011)EPOCH 2010.0000 BY HGDNG A PNOECT MEAN GROW)CONNED SCALE FACTOR OF 1.(030990394 & ORDINARY HG1 WATER MARK 91001 WAS DEUNEAIFD BY ALES ENGINEERING&FORESTRY,LLC.AND WAS 1\ AT A CALL LAZED CENTRAL PROJECT POINT NM INTERNATIONAL FOOT GRID VALUES CE A NORNNG OF RROFES90NALL7 SURVEYED B7 Ml5 ON OECBIBER 19.207. g i 618,2�.71,AND A EASING!X 7,623,076.90,AND MERIDIAN fANVfA((YHCE ANGLE CE-17,5'Sa•AT ME 6 \ . ROODWAY AREA SHORN Is IN ZOIE AE AND IS A MS OVERLAY PER FLOOD&NUANCE RAZE MAP NUMBER 66 DI SAN w -f CENTRAL PONT.POINT OREGON STALE MNE DATUM IS COWED BY IRNBLE INS NOW NEi11OR(. 1 FIN iM.51 �M `Rj 41a7CD542E VAN AN EFFECTIVE OATS OF NOVEMBER 4,2016. yy \ 1 \ a ARK NO.464,L VENDAL OCATED ANN NACONCETE SIDEWALK AT DE NW CORNER OF RE BRIDGE ON MADS ARE DERIVED BY HOLDING THE PUBUSHED WASHNGTON 0 OVER VERTY M 10. SPECIAL R000 HAZARD AREAS SUBJECT N INJNDANw BY THE 100-1E4 RCOD N ZONE AE ARE SHOW j° P I 4ELEVATOR•198.837 FEET ODD 29). PER THE CURRENT F1000 INSURANCE STUDY(RS)AND FLOOD INSURANCE RA1E MAP(FIRM)NUMBER R \ 4106700542E NM a EFFEC1VE DATE OF NOVEMBER 4,206.THE PUBLISHED FE4A FNM MAP AND RS 11 \ \ \ 4. MS MAP DOES NOT CGEIITUTE A PROPERTY BOUNDARY SURVEY. DATA HAS A CR1C4L DATUM 1E NAVDBN NNE THE SURVEY DATA FCC MS PROJECT IS NG O29.A ei N VERNCAL DATUM S6FT APPLIED TO DATA ERNI 1ERTCGI BUNG 3.50 FEET N ADJUST RNA DATA TO MATCH •ei99 a SURVEY IS ONLY VAD NM SURVET01h STAMP AND SGIAIURE S IPEY DATA R3 1I/ E COUroUR INTERVAL IS f FORT. T� 0 I REGISTERED , Date: Ins and 18 dd PROFESSIONAL Revisions and Addendoms An EMOIEDNIG a FGESIRY,uG ENGINEERING DVISION SHEET i� LAND SURVEYOR Description Dale No. By 12A/11M RD SUE I PUBLIC WORKS DEPARTMENT C002 SCALE: 1'=20 FEET ? 55636t5? 13GFO,SORE HALL BLVD. V�Dj FANNO CREEK SIPHON STABILIZATION OF NI ORE1ON d°-enocdn WILE:503-639-4171 i LHt(81 11,2am PAW: 505-624-0752 — 11 ' 29 6 9 12 16 m R09ER1 O.RETRC ENGINEERING•SURVEYING•NATURAL RESOURCES •TIGARD wwwwww_oRCOV jA 6012N5 FORESTY•PI.ANNING•LANDSCAPE ARCHITECTURE EXISTING CONDITIONS PLAN DESIGN: O RENEWS:12/31/le DESIGN:JPC I DRAWN.NCD I CHECK: JPC PROJ.NO' 6320 I BID ON: 6320 °-- � ll L --} —_ _.. - i \ A N TAX 6200 \ \ TAX LOT 6400 Tu1YA��S11mw\ v TAX UAP 2S 1 12BA ` A �� CONSTRUCTION ENTRANCE l( \ SITE ACCESS� TAX LOT 2300 \ PROJECT ` TAX MAP 25 1 12Ae 5 1LOCATION v\ V A —� �� r �� .- v v vv vv -,. - W5 Nc SANITARY SERER\ r \ \ f caslPuciXtll MUM - �� • ` ` 4 A E9NITA PARK z v I � �� \ v v u! I----r PaaPosE9swn11ysElnt � \ P \ l- � , .. Hai umorH weA �� \A v ;:, � A a'..." A lt� FANNO CREEK 1 ,„ M. I v 66rNsrrnrl _-� , �\ / 1 .mp=sz Sl trx,7Ft!>t 0 I \J - TAX LOT 200 , , \v TAX YAP 25 1 12BA I\ • \ 1 `, \ \;' \ \ i 1 I �` I r—___; IN i; I vv �� 1 ` �� BONITA / A v 1 1 �� COURT —� 1 APARTMENTS 1 /\ ` 1 . r" i CREEKSIDE 1 I ` —�L_-� �- — I ill4 COMMONS \ I I I _ ...�� r r I i APARTMENT — — I 1 r HOMES \` I I 11 , 1 \ 1 H. — k 1 I i \ 1 1 _L__ 11 SITE ACCESS I; , ` \ 1 — - - — — -- — i _ _ — \ \ I — — — — — \ SW BONITA ROAD - - 3 N X S/� Date: 7/26/2018 F X"4 Revisions and Addendum AI(5 ENGINEERING&FOIRBTRY,LLC l ,f'.� 12965 SW XfAYNN I�5R IBO ENGINEERING DVISIONR SHEET 9 !; i41 IK v Description Date No. By NALAnN,OR 97862 PUBLIC WORKS DEPARTMENT CT00 SCALE: 1 a60 FEET e.- ',. P. 503.563.6151 rJ r1s S.W. AMU BL l9. 4 �, = F: 50.3563.6,52 AGRD, OREGDN9711J FANNO CREEK SIPHON STABILIZATION _� �_ X. -� �,x tlkrmgmmplif vIDCE:SOJ-6J9-4N7] OF _• • p '�.♦ '�,+ ENGINEERING•B JRV YP4O NATURAL RESOURCES FAX: 50J-814-0751 — 1 1 CHR I55 TIGARD WWs'PG1RD-OR.CDV d� FORESTRY PUNNING'LANDSCAPE SITE ACCESS PLAN FILE NO RENEW/1.one:Arum DESIGN:JPC I DRAWN:SRR ICHECK: JAW PROJ.NO: 6J20 I BID ON: \ • COIIRACTR TO PROTECT EXISTING TAX LOT 6400 TAX LOT 6200 \ \ soLTTAix AND CURB ARO CUTTER \ \1.P+. *k TAX MAP 25 1 12BA TAX MAP 25 1 I2BA \ F DAMAGED,REPNR AND/OR 4 REPLACE ER CITY OF HOARD \ \DETAILS IZD a Izs,BEET cwa \ O 3 zo'VIDE SEWER EASEMENT: A � Ua� A 1' -9� PER BOCK 852,PAGE • 393 \ \ \ '-- -y .c�, _• ,PARK SIGN \ V / I \ A V El• AREONEA —r5 \ I / / /� \ ' m204 1 \ • • u�i.13MQi RDDDw AREA.TN ZONE AEi J• / a, RDT I� _ 7/ ':• `�//�'///'/ \\ \# \ \ //----.1 -, "�J O�IE N: 129.09 S) )40TE 9 / �5'+1 `5 STRAND i / r// �7�,`j fCOWWAY ARE\. ZONE AE,\ • \ 10195 IE IN: 12904( / __BAP,BWRE FENLE i�135' /�/9/4 RE ANNCEWAtI E 4'TALI HOC WRE ENE` 10494© IE OUT: 12909(I0•E / w%I"-PIISYS _ " ///)) SEE 9 . y W/3 STRA BARBWRE WDE SEVER PLOT 2 / 50 RO t /• // / //////' TOP Cf BANK \ / \ \ �" D EASL tar:PER BOOK ( TBP of BANK / //// / �� '''s ss0,PACE 3s3 CORRIDOR \r Ex SAN MI // / , *10207 / \ • / _ TO•�h� EX SA WI N E IN:126 8"W NO FLOW / i `vs \ ��E, / E%SAN MN/ CCMC _ �, I ( ) // /// /, / \ ,50 d •. / •TED SIRV�'EE / - "lIE IE N:5k76.73(8•W) • / // //// f ORDINARY HIGH \ ®\ G / AT CENIER�OP'W' I _ _ IE W .27-(c,[ YER cox • t \ F CUT 13ff.7S(ID•E) �%5y•:// ////I// WATER MARK J \ \• IAN(M1 1327 104900 )) ,_ 1 ////i / 50'VEGETATED / A 5. LURABLELOCKING t0 PEN. ( / IEZRII:-728.I9 l8"E) l I - _ _ �//// /f�, , 1 \ \ sP CIAL LOCKING BOLTS = "--OS _ --/ / // coRNwaR /ANC MANHOLE Is SEALED ! I T'��;-�- •.• rD• I .� �.` �—'u4_ .r'i i / /�I \of • ' 1020s ,��/ \ 1ozmO \\\ EA-1 k-15 LADE SEWER I :I - .17N1D PEOESTPo 1 s r — ANCAL ,ii/////.# /4'1# I / -RWGATt 1AX \\ .. EASEMENT:PER BOOK :3 I / •, ,T'i' Af� AN - F R _ y. �OMi-OILPIPj� _ - 1///�. / / (TYPICAL) \�A " 660,PAGE 386 10486r 1 / O r SAN / - / W `'�� - -/ •v I ( I 97061096 �� N v , 3. w214to2w // \ I� 1047015L..., - 10293 / ti < -�• - _ 10212�.(/ / I $ /� I0466 r �CJJ �/",7 :' / �V ' NSl a. �a - •r9• ` 17.L / / 15'VIDE SEWER EASNAENI - I . ._� \ K 10469 I(0168 \1D467 �/J \\ \�;•} •/ l- -�,_ Qy••. :1V4- t / PAR71 �i - dt" O OQ \ J1451DI3' AN � ., _ NWSiRI V. BOIX \ N�I�� 135-� �'-4- 45t-�`/ d,Oj • d _.r" [PER 66D... q 4D5 \J Otoy /Gyp" W WAT 1E(Tm) e • 41 I I1D472 //.�i� • I °P .,,[p175 • 2jr /� SEDIMENT FENCE(Ft?) • r•,.I i t _(— ` _ IS'WOE SEWER EASEMENT; 1 / QP / 1REE PROTECTION FENCE(T P) '* 1 / _ `-/-C z \ V\ PER PARIITON PLAT"BG8TA 10481]{�. ,'F , PLACE I2 DEPTH OF BARK IA1L01. I0220` '.` 0215 _` -� \ 660,PAGE 391 N FROM BOOK IOU6-.9�! I -;10179 TOP OF BANK i / ,fR OTHER GROUND PROTECTIIl1 AS # `� !l1777"` \ / �i APPROVED BY PIIO,ECT AMIDST / _ = _` � q SPECIAL ROOD HAZARD fi- // / / /' j" M1104 CROSS HATCHED AREA 10219 ® / / „ _ \ \ �-'I}' AREA IN ZONE AE, /[��/ / ryti ,/ / / / 50 VEOTAIED / / / 5 - V ) SEE NOT ID /////// / / / TOP G HANK ccRmDat _—/„_`` -T16� / I / _ ` \p�� \ \ " // /11 ARV NR �. / \ \ ` WATER MARK \ i \ \ '1�'�'� r �- �`� , / - / PPE UYDOWN AREA Ex SW M �7��R' II \ \\ / -tJ2--/ I RIM: I37.83 \ \ ,`/ E IN: 12494(8•W) \\ -r REMOVE FENCE UNDER THE \ 4'TALL HOG WIE FENCEAl- M r \ 5y AMORIST'S 9RERN901!AS IE IN: 125.16(70•NW) RA W/3 STRAND GAMINE t i g O NO.EASGENi; / '1!6 �- NECESSARY TO LAY OCT If OUT: 124.94(12 3) \ 10224/ PPE r/ ': TON PLA \1997-082 O • II i �\ — , LEGEND \ \ ANCHOR POSTS SHOULD eE ll, \ TAX LOT 200EASING CROWD CONTOUR(1 FT) —— 129--- LWadM 2'STEEL U CHA IELROILY VISIBLE/ TAX MAP 25 1128A CI 2 1/2'CAA TUBNG OR_ C O.C.MAX ATTACHED TO TOOPS CC - GIMG • / EASING GROUND CONTOUR(5 FT) --IJO--- H X4 iNBER F N txO x �. ANCHOR POSTS n \ EYEING TREE TO REMNN 0 y* r� N cAVA�NI�MIREMEH O \ GRAVEL CONSTRUCTION ENTRANCE h y f 1F � � .N y EX SAN MN \ N. —+ •— RIM: 144.54 TTTbbb l��LWW//A� \ MANGE MARDT FENCE L� \01.. 1 ANCHOR P0515 MUST BE INSTALLED (STRAW WAIVES TO BE USED IN LEU OF TO A DEPTH OFNO LESS THAN 1/3 SEDNEIIT FENCE WARN TREE DRIPUNES) \ I THE TOTAL HEIGHT OFPOST TREE PROTECTION FENCE ^ A .\ \ NOTED d 881CC CCXISIRUC110N(DICE - _ ii 1. METAL FENCE FOR TREE PROTECTION DEVICE 0IEY. 9 Rp 2. ANOC DAMAGE TO CRITICAL ROOT ZONE DO NOT DAMAGE OR SEVER LARGE ROOTS WIIEN INSTAL-NC POSTS .r STRAW WATILE5 3. DEVICE SHOULD BE MAINTAINED THROUGHOUT CONSTRUCTION. tlRR N I r N I u H I H TREE PROTECTION FENCE ,\ AREA x CONSTRUCTION DISTURBANCE k6 \I:I:H 11:1�1 q§ �� ' Date:vi .s and Ad } p'16 Revisions and Addendums IIIS ENGNNE03✓f40 a FORESTRY,LLC ENGINEERING DVISIDN SHEET s +c I NQ6•,'.i Description Date Be. By 12965 Sw HERMAN IF TIE 1D0�� PUBLIC WORKS DEPARTMENT �'� 1/� V 63R�PEA - i D S D4GI,OR 9702 SCALE: 1'.20 FEET ( 6. FP.: ; "FM.1WSD.SW. ME NALL BLVD. FANNO CREEK SIPHON STABILIZATION OF _ IS co-6en aYK engwn FAA SOD-6J9- 77 • `k:..�°'�ih ENGINEEItlNG•SURVEYING-NATURAL RESOURCES — T T m W s 12 19 m n TIGA.R.D x9LlKrrclxD-[LP.cOv FILE NO BRUCE R. BALDWIN CHRISAS _ FORESTRY.PLANNING•LANDSCAPE ARCHRECTURE TREE PRESERVATION PLAN & EROSION CONTROL PLAN �` °°Rf�`w O 1yn/�m RENEWAL 6Am 12/31/19 DESIGN:JPC I DRAWN:SRR I CHECK: JAW PROD.NO:6320 I BID ON: • Detailed Tree Inventory for City of Tigard-Fanno Creek Siphon Stabilization TREE PRESERVA710N NOTES: GE1{Qj(4L NOTES: Ak3Job No.6320-Evaluation Dim 1/5/1011 PLACING MATERIALS NEAR IRDS I. ME CONTRACTOR SHALL PRONOE AN ADEQUATE NEW OF PERSONNEL, Deli Tree Tree (MI Comma hem IsaeSpetlnnfirrwmel Cammeni. IkaMh Structure wmoes! EWIPIENT,ARO YA7EPoALS i0 SAFELY MC EFFICIENTLYI CONPEIE RE Name mom- Profane. I. NO PERSON MAY COM MITJIN UCT ACTY MINN THE IRE PROTECTION AREA ASSIGNED ROR(.EACH SUCH CREW STALL KLUW MI NDIWUAL F 10203 I2,14,16.20 Demon Oak(Wnar+((anyone I Codorw runt with e'el included hark large unity at base with good would wood closure Bulges Prmerx O ANY TREE OE9ONAIED TO RENNIN,N0.UONG BUT NOT LACE)TO, SHALL BE DESIGNATED RECEDE RE CEW$UPFNSORI, flE5PON9BE FDR 7NE PARIONG EWPMENT,PLACING SOLVENTS,STING BINDING NATURAL AIC aEWS N ANTE$ DI IN TIE CREW FROM THE OwiR OR THEWO OMENS 10203 6.7.8 9 Oregon Willow paeryom) [Mani tuneMull 2br[q P.R.. $CL DEPOSITS,DUMPING CONCRETE WASHOUT. REPRESENTATIVE,MC DIRECT 1!E CREW TO ACGDIPU91 INN WORN.I0305 6,7.a.9 Willow lSdvsp.I Cododnam wish 2'ofIncluded bark;Largeceyityrt base where brarnhlnat+ously failed;Decay;Crooked;Scars;RUMd Prxersa 10206 9 DouglasAr(PsevdovuPa mennesel Preserve 2 WIENE6ER A WEE MUST BC TRIMMED ON PRUNED,THE CONTRACTOR SHALL 10207 a Opu91x-Rr(Pseudobupo memMml span at base PreserveATTAOIIE HIS TO TREES ENSURE THAT SUCH RIMING AND PRUNING IS CARRIED CUT UNDER TIE DRET 10209 7 Maple(Aar o,.l Mechanical damawm emceed roots;bee holm Preserve1. DARING CONSTRUCTOR,NO PERSON SHALL ATTACH ANY OB.ECT TO ANY Y SPBRNSION OF A CERIFED AMORIST.ALL PRUNING AND TAMING 91A11 BE PERFORMED N ACCORDANCE MN ME PRON9ON5 CF INS A300 10209 6,10 Red Alder(AM name Lae damage to bale ohm(Pe ;qMumCrasks;Bruka eses branches P. ve TREE DESIGNATED FOR PROTECTOR. 'STANDARD PRACTICES FOR TREE SHRUB AND OTHER W AR OODY PT {blg 10210 1 lasNr(heudatiaogope me me Larva ndesa) Large scar et base of bee;Decay even)Mum 10211 1 Coughs-flr(Pand m orsuga ende+a W d R ) Cedoninant top 6.of included bads PreservePreserveMAINTENANCE'.MAINTENANCE'.eserve 10212 OouWas-fir(Pseudarmge menden1) PtADEIG NEAR TIFFS Presepw I THE CONTRACTOR SHALL PERFORM ALL TM IN ACCLIMATE TH ATE M THE 003l3 Oagl.s-flrIF0.dasupamasksa) LATEST GOVERNMENTAL SAFETY REGULATORS.All RORK SHALL B: Prese 1011a nerve I. DIE GRADE SHALL NOT BC ELEVATED OR REDUCED MRNN THE IREOaylasllr IPuwdomaa.nenelesA) Preserve PROTECTION AREA OF TTEES TO BE PRESERVED MTHWT THE PROECT PERFORMED IN STRICT ACCORDANCE used ANSI VIM'PRUNING,TRYING. (bras oawNs-RrIP+a.,darmpan,N,arassl a+ooked:laa9,+t,rataaeew REPAIRING.MANURING MC HEWD1910 TREES ND CUTTING BRUSH-SAIElT q;Roeder ndwood dour. Preserve ARDORI AUTHORIZATION.TIE PRDEcr 1600'7 MAY ALLOW BOOT REQUIREMENTS'MTH SPECAL EMPHASIS MIEN TO ME REQUIREMENT THAT 10/16 maal.s-flr(P+eradonrgewiriesi) Very spersefdl.aehodretCadagnamlei dell Nog Preserve OF UP TO ONE HALF a THE AREA Of THE TREES'LnuAL TREE ROOT ONLY QUAIIRED NNE-CLEARANCE TREE RIMERS BE ASSIGNED TO wLX 10117 D.u/as flr IP+eudanu0amenria9) Deed PIPS_ PROTECTION ZONE MM W T SOILS(NO TIC TO THE MNBaM DEPTH 10308 0e ogles-6 IOanednrsopo mraiesa) Sp.naMll.gw D.cllNng Preserve $ MERE A POTENTIAL 0 ELECTRICAL HAZARD EX15T5, NECESSARY TO CAMP OUT TGRADING WO) PLAN Fli OPAL NOT WERE THE SINNVAL OF THE TREE.AERATION DUNCES MAY BE REQUIRED 10119 Douglas-Pr(Pfe„dnne0amen:inks Preserve 4. THE CONTRACTOR SHALL MAKE TE THE NElRULOCA ARRANGEMENTS CAN TO ENSURE THE TREES SIIMVA. ANY LIMIT THAT MIST BE PROTECTED OR RELOCATED N ORDER TO 10230 Dooglx.Nr(mmidemmo mennesn) F.,,,,,,,.F.,,,,,,,. 4R ACC015H THE TOM THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE 10131 DorWx fir(Psvdnbupo memiesp) Preserve 2 IF TIE DUDE ADJACENT TO A PRESERVED TREE IS RAISED SUCH MAT IT FOR THE PROTECTOR OF THEOPERATING CONOICN CF ALL ACTIVE IIIIUTIES 10223Doudas Pr lPsbadobupommtke+,V) Bulq;Yerylarge aural base Oxks;Apflw,Sprse Mlage Declining Preserve COED SEDUM OR ERODE INTO TEE TREE PROTECTION AREA,IT SHALL BE RUM THE AREA OFCONSTRUCTION AND SHALL TAKE ALL NECESSARY 10213 00 Willow(Salksp.) Gu613P'1alO;Dead Preserve PERMANENTLY SiABIUZFD TO PRE'ENT SUFFOCATION O THE FOOTS PRECAUTIONS TO ASOO DAMAGE TO COSTINGuTUTES. 10214 2 Willow Geier rp.) Cracks;Decay;Mars;Appears dead Preserve 3. THE APPLICANT SHALL NOT INSTALL AN IM'ERNOUS SURFACE'MTWN THE 5, ANY MATERIAL RE1JL1NG FROM THE 1TOMANG OF ANY TREES SHALL EECOIIE 10192 2 Willow Gager sp.l Bulges.Decay;Large cadty%AMdbee;Crooked;Broke,branches preserve IRE ARO PROTECTION AREA MTIN1Ui 71E AUTHORIZATIONO THE PROECT THE RESPGNSBIITY CF TIE CONTRACTOR TO DISPOSE CF. 10293 2 Willow(SOW set xan:udty at hase,Deray troMd Presaoe METRICS T. CR USE OF AERATION PRCLECT AMORIST ADENIES TO ENSUE TIE TREESY REWIRE SPECIFIC S. S. HAZARDOUS TREE REPORTMG ANY PERSON ENGAGED N TRUING CR 10455 1 Deciduous Nmavalwtd by an/chpdst - - Preserve SURMVAL AEC TO MIME ME POTENTIAL.FOR ROOT INDUCED DAMAGE TO PRUNINGW/10 BECOMES AWARE OF A TREE OF DOUBTFUL STRENGTH,THAT 1046E I Dw:idwn Notadwbd by an/chalet - - - Preserve THE 6PERNOUS SURFACE COLD BE DANGEROUS TO PERSONS AND PROPERTY,SHALL REPORT SUCH 10467 Deriders Not evaluated by an Mbodat - - - Preserve WEE(S)SHALL TONGLUOE NOS:TE OW(ER RLUi REARE CanEPERR'SYA REPIESENTATIRE,OffTASD,IE I LNNSNOM9IC TREES 10463 4. TO TIE GREATEST EXTENT PRACTICAL.unurY TRENCHES SOUL BE LOCATED ry Deciduous Rot evaluated by an Mind.t Presee OUTSIDEOUTSIDEOFTHE TREE PROTECTED AREAL THE PROJECT AMORIST A5T MAY 10469 Decidanu0 Rol ev.Iuated by *pod se - - Preserve REWIRE THAT URUWS BE TUNNELED JEER THE ROOTS OF TREES TO BE SONS a DECAY age MOT STRUCTURAL lEADE55. 10470 Deciduous Not evaluated M an Arbdst - Preserve IETARNED F TIC PROECT AMORIST DETEICCFES THAT FRENCH/IC WOULD 7. DAMAGES:ANY DAMAGE CAUSED BY THE CONTRACTOR,N0.UDNG BUT NOT 10471 1 Deidwn Not evaluated M an Abodst - - Preserve 9OI1CANTY REDUCE TIE CHANCES OF THE TREES SURNVA- UNITED TO,BROKEN SKULK,CURB.RUTTED LAWN,BROKEN WATER SHUT-Or$VIE DAMAGE.BELONG DOM& DAMAGE.ETC.,ILL 10471 11 Deciduous Not evaluated try an Mborlat PreservePreserve5. TREES AND OMEN NOTATIONBE TO RETAINED SHALL BE PROTECTED TRIM BEOR fE REPAIRED REPLACED N A TIMELY MARINER(3,TO TO 11E OYMFR'S • 10473 Deciduous Not embraced Man Mborlst - - Preserve EROSW AND SDIIFNTAIEN CLEATING OPERATORS SHALL BE CONDUCTED SATISFACTION,AND AL COSTS PAD BY THE GONTRACER, 10472 12 Deciduous *devaluated byan hamlet - Preserve SO AS TO EXPOSE THE SMALLEST PRACTICAL AREA OF Sat FOR THE LEAST ' 10413 24 Deciduous Not evaluated M an Mbarks • hew.. POSSIBLE AMOUNT OF DYE SHRUBS GROUND COVER.MD SIMPS SHALL BE fl ANY BRUSH CLFANNG RECUR D 111111111 THE TREE PROTECTION AREA SHALL 10414 1a Coniferous Noteyaluabd M an Maarist ems... YNNTNIED TO CONTROL EROSION.WERE FEASDIE MERE NOT FEASIBLE BE ACCCPt151ED MTH HNC OPERATED EOAPMENT. 104a6 9 0eddrms Mat evaluated by an Mbodst - nerve APPRCPOATT EROSION CONTROL PRACTICES SHALL BE IMPLEMENTED. 9. ALL DOW(ED BUSH AND TREES SHALL BE REMOVED FROM THETREE 10489 11,12 Deciduous Nate .ImHwan Mbadmt - nes.w PROTECTOR AREA OTHER BY HAD OR MN EQUIPMENT STAGED OUTSIDE OF 10490 10 Deciduous Nonnc.Iuate8 by an Mbdsl - - Preserve Eili.B.FIGE SMEMN1S THE TREE PROTECTION AREA DGWACTON SHALL OCCUR BY LFTMG THE 10494 a Dsldous Reevaluatedbyan ArteriesPreserveMA7BdAL OUT.NOT BY 9(DONG IT ACROSS DIE(1NXAD. 10495 9 Deciduous Not evaluated by an Arho0al Preserve 1. THE P O0ECT ARBCPo51 MAY REOHFE ADDITIONAL TREE PROTECTED 10541 7 Deeiduas Nat evaluated MEASURES 41401 ARE CONSISTENT CAM ACCEPTED URBAN FORESTRY 10. IF TEMPORARY HAUL OR ACCESS ROADS MUST PASS PER TIRE PROTECTOR w an Mborlst • - Preserve PRACTICES. AREA A 10542 8,10,10,11 Decld o, *devaluated wan Mharlut - - Preerv. OF GRAVEL SHALL(E PLACED TO PREVENT SOIL COIPACTW F DETERMINED CF STEEL PLATES,CR 6 NCHES OF MULCH,OR 6 10543 6 De[Id. Not evaluated by Mbolst - Preserve YG KM FVATION OPTIMAL TEE ROOT PROTECTION ZONES (1REPCEMART BY ENE UN0ED OS EMISSARY TO YM1 AN A RROAJBED YAIERIAL SHALL BE 9vs -1PKII DEPTH. Tell led Wt11Treesbw.aterW a44 Total Ref Listing Tram to M Preserved.29 I. EXCAVATIONIN THE TOP 24 INCHES OF SCE IN THE OPTIMAL TREE ROOT 11. PRUNING THE CONTRACTOR SHALL CONSULT CH TIE ERUCT ARROWS! Total aAFAisting Trots in M Removed.0 PROTECTION ZONE SOU)WON AT ME EXCAVATOR LIE THAT IS=SI FRCS TO ANY PRUNING AUNTIESNECESSARY FOR CONSTRUCTION TO THE TREE MINXES Alt PRUNING ACUITIES FULL BE PERFORMED IN ACCORDANCE MTH AR9 MOD PRANG STANDARDS,PRUNING 9UEL BE COMPLETED nleallelbeIng 2 NNE EXCAVATION SNCUID BE DOE BY HAD/SHOVEL CR IN AN TO THE START OF COSTRUCIDN ACTH TES. 1+Good Health-A tree thatnhlbib typical foliage,hark,and rootebar.Ctwistlu,bar les respealve species.shows no signs of infection or Infestation,and has a high level of vigor and vitality. EXCAVATOR AND A PERSON MTH A SHOVEL PRIMO SEARS,AND A PRUWN6 SAW. 12. CUT BRANCHES AND ROOTS MTH SHARP PRUNING INSTRUMENTS THAT 00 •at, - tree tte' s some abnormal health clur.cevishes and/«shows some slaps offvfectIon on rdesta but tion,b may be reversed or.batesupple-motelthsupple-motell treatment NOT C CP OR TEAR. oor a tree t s In slga cant decline,to Me erWtreatmentat supplemental treaent would not likely result In reversing a a beam lb decline. 3. IF DONE BY HANG,All ROOTS 1-MOH ORAAETER CR LARGER SHOULD BE 19am,a yak,! PRUNED AT THE EXCAVATION NNE 1•Good Sbotwe-Avre that exhibits equal physical form charm-WHO",for IL,respective specie.,shorn no signs of structural defects of the canopy,trunk ad/or root system. 4. IF DONE MTH AN EXCAVATOR(MOST LIKELY SCENARIO).TEN IRE OPERATOR 1',Fair Structure-A tree that mini hits some a Mental physical ben chemmmistim end/asoa M SIPS of structural defecb,which reduce e stomata!imtrPlty of the tree,but are Mot indicative ofimminent physical failure,and may be SHALL START NE CUT AT TIE EXCAVATOR LANE AD CAREFULLY'FEEL•FOR corrected xing arbor(culheal abatement methods. ROOTS/RESISTANCE.ROOTS/RESISTANCE.MIEN THEREIS RESISTANCE,RE PERSON WN THE 3•PmrStrucmre-Mite that inhibits estrnmiMy.brgrrtwlRAWER HAND DIGS AROUND TIE ROOTS AND PRUNES THE ROOTS 1-INGN physical form characteristics and/or significant strucual defects Mat suwbmi al ly reduces the structural Habiliry of Me tree,canna feasibly be abated and are indicative of RAWER OR LARGER. I xd went physical la l l are. 5. THE EXCAVATOR IS TO RERAN OF CF ME TREE ROOTS TO BE PRESERVED Al AT AL TMES. 1q Mborlsts are tree specialists who use their edacaeon,knowledge.mining,and ma am/1mto ermine trees,recommend es m she q dmeasur enhance e llMofb ,and atdsnptto reduce the risk of Wog near trees.Tie❑lent and Jurisdiction E ALL ROOTS SHALL BECUT CLEANLY NM PRUNING SHEARS LAP NNG may choose to acceptor disregard the recommendations of the arbast or satad93mM advice that Mbori sts cannot detect every condition at could possibly lead to the structural*tumid a tree.Trees ere living organisms Mat fail in SAW B ways we do not fully utlastad.Conditions are often hidden Wain trees and bad ow Pound.Pebodses cannot guarantee theta bee will be healthy or safe under all&c nsumes,or for a specified period of e me.Likewise remedial x treatments,Ilke medicine cannot be guaranteed.Tres be can managed,but live tlte,cannot be controlled.To l rear trees is tore accept so degree ofrisk.the only way trees all risk associated with trn Imo el iminate all bees.Relax 7. THE PROEC7 MB7BST YUSi�ON91E WRAC ANY YARN MMN RE this author nor MGEngineering&Feralry,UG have assumed any repomiblllty for lability associated WM to trees en or adjacent to MIS site. ERM TREE ROOT PROTECTOR ZONE THAT W1RNTRE TREE SS N the completion dCmstrucaan,allvq should once again berMwv Land d la dealing d rga removal of adjacents m be can ap <gMoe seams ua defects end oMervnse healthyImes ns can he 0aaaed doirgcensbuctima. PROTECTION AREA R yi bR 1 fl RI R. -f 1 I I:I II I!I) 16 \k1!1/NI.I Kfi _l Date: 7/26/2018 tttf Revisions and Addendum AI(5 ENGINEERING d:FORESTRY,LLC i A• �I NPEp A Revisionsn ENGINEERING DVISION SHEET Deb No. By N 12965TNSW L NG&F SEE IOU PUBLIC WORKS DEPARTMENT C040 P. 503.563,5151 SSA ,. ��_ 86-noD.c 152 n FANNO CREEK SIPHON STABILIZATION OF +.• ? FAX.' 503 BTa OIJT 1I BRUCE R. BALDWIN °cUR 4115SV' FORENGINEERING•SURVEYING•NATURAL RESOURCES 1TGARD .nc4RO-age GIDV !6 ossexx am 11/1�%N agwgeuoaTE:11/31/1P DEEGN:JPCI DRAWN:�SRRR I CHECK JAW PROJ.NO: 6320 IBID ON: TREE PRESERVATION TABLE AND NOTES E6320 / X // /// / / ////I/1 I / V \ % // // / / /// /I E)05111G SANTARY NN1_ EX SA IN /i// %// / / /PI� TO REMAIN. �/ _ \ SL?; \�' IE IN: 126.73(B•WJ NO FLAW �'�/ / //// / //// /////� 10207 ~�'' I EX SAN MH ` IE IN: 126.73(8•W) Y/ / // / // 10'CONC (y RIM: 134.62 1 1 • -_ IE OUT: 126.73(10•E) / / / / / / / ///// �w-4 �. E IN: '2856(m•W) \ ;/ / / / / / / //7 _STk 7+25.90 If OUT.1E27x:aa .- 1 TROLLED e>e�s'etiu� • \ \ —A�—�j',�%///j��/�/j///+('i' / i ----,_____74644--*4646', q IN, T 1_` s4A7 �«`, / /� / . -�_ —E1041114SIMIS1SEIL'�_�`_ ��,� / ///// /j/ —// // // _ -3 _k/' 1-\ x.J / �� e - S01 v51B�Y2 ' �-- 0 - -C=_ _ / / / / j/ / I / S: 6290.35 -A-�- �ii / y_ oIN PIPE -O - __ -__ / / /// __/ / NOD DlPIYAEIIT%I, / N:7622 12.71 NM _� i l 7 APPROXIMATE LOCATION. E: 7622612.71 - -•r,.� 'i / a•a lam- F-aEo„' -=—J///% �.[ 1o2u i CONTRACTOR TO SIZE MO / HOMZCNTAL BENDNG ��, i,.c��._ i^/'C/WV� `i., / � ' _ _._—J// 3N• */ / BAO0LL CLA55LOCATE APRi�MAI / --RADII.8500 FT / 7' 3�._ �i` / „ 7 e Ix J - — ---- 10214 l f 10210 / -- / ��' MANTIC N0.590. / -� 10293 > "� MCKIE s et _ SDl 4+/4I1 / oa7o I ows / `� s\ _.- / :l '// AN ~ ?M,=' //%j/WES /i +�- 10212 114.218.24 9iTa _ Q. o45s \ �, / _ on, 965.33 O / ,`, / ,a,, /C7c_ _ ice' / '>4ui — / �'c / I o4c9 lo4ae O ,o+s7A —N. N. / ' IOC 10292 / "\ : ' COOmIM // / / / ��/f(/ `' __ f 'f'f .,� _ Yi� ' ` URN TO MAIL ittrl / I ti. ' 0472 1O caw SMEARY SEVER WIN TO RENAN.INSTALL CRO1T �/ .P �' • / - / tar S eou ma `�,\ f •''>Y.•- UV — _ PIING EQUAL TO 2K PIPE DIAMETER. // / M6 / / ^`.:.. _ iSAN \ 1�73 Qz AONN KN DOSING YANHOE IN PLACE REMOVE CONE \�% / ! / / % _ / LEMING BOTTOM 4-FT.CORE 4%1•HOLES IN BASE BACKF61 • I / / / 10221 ` _l / _ y \ NTH COMPACTED NAPIf SOIL .�� I / /{71 / / GLUT EXISPN6 8'UNE AT WRIER SURFACE AM INSTALL IN / /% / weaTKmeow 'T18 / + CAP W1H MINT RESTRAINT. �/ j/ / / / / / 10220 9A09•rs00 FT HDO UNIT / 10479 1.1-2 0 CUT IVING 'UNE AT BANK AND INSTALL YJ CAP MTH �.� / / / / / �0 '7 / * / STA�70.01 137-- /'�/�J / / / i / i / / Ik 6M74620 / / 1ONSTAII 46•STANDARD YANHOIE Ol4R EXI$PNC NIIN /�//j // / / / ////�// // 50'TECffATED COM10gt 10219 x` ® E 7677610.61Ip0 DViRY(D7T%T� s/ /WATERPCHT FRAME NC CO1Et PEN DETAIL P01111E pp -/• STRUCTURE.CONTACT PROEEND%SANITARY SEWER YCI ENOIFERR K S PRIOR TO ORDERIC //////// / / / I //77/// /// / - CONTRACTOR TO SZE NC / APPRON:MATE LOCATION. IWE LA'NOM AREA OFFER FROM PLAN. l//TI NT/l / / l //// II // / �7'77�. �- LOCATE AP%RU 6ATELY. ,3/ l///i/ l I / 1 I ///I/l// / // BA00u DRAWNCPO CAS I�� 1 I O INSTALL ACC72'ESS FLAT NIP FLOW ONEASICN STRUCTURE WTH ///////(/ // // /�/ / ////////// / —_J __`132- _.—-- / , 1X4'ACCESS PAlN0.PER DETAIL CLASS A MACNEILL CLASS100 PER CIS DRA C NO.590 I -115 IIKKILL Im.N9RNU1 590 I _-- - _-- PFR an DRAW NO. I I ( F 011'I/F71f -140 µaE-n --tip _ i .. .. . . . .. .... 1,- ,30 130 _-' � I Q131, / _ , I -I �� o 1 125--- I _. L— �__ _ / eGNDwc areas I ,15 E 120 LLNN {{ - w-3 5-FT Ilk LDtEE 5-R Tt-NCN fLA .,. ,1 , -120 4&ekTl YNeW1E 72-NON FLAT TOP R011 OVER90N YNX -,IS y FM l36•0O SNI-1 _ FLOW O OAK ,— -'-c�� $Tk N7 STRUCTURE STk N 134.62 1 P4$ 115 -E 1 2&94(l0' STk 6+93.94 SN-1 Rat 134.53 Elk 1M3/GOO E OUT:1M94(1U'E) RWk 04.Te I ----- - BENDING RAMS ASS1IMI { _ E 500-FT.ED - N:1M90(e•W) .. _ E N 1M51(1�'Q -110 110 -E CUT:1M74(10'SFa-_-E N: :128(WNW) 205.1UPE D.IP.S.DR 11 E 1t 12E911 GAGE Mt 12E30 OME OUT: 28.41(131) E OUT:1211.7/(10E) 105 1 -.__ INSTALL-PER MANUFACTURER'S -105 REWMBNDIMANUFACTURER'SAINNS a1 -100 (i 7+25 7+00 6+75 8+50 6+- 6+00 5+75 SF 5+25 5+00 N WO D } HOD PROFILE 71 N HOR: 1'= 10' i1 (1°1) Date: 7/16/1016 f1i ,1 Revisions and Addendum A�5 Sw HE NA&N D STE 100 ENGINEERING°VISION SHEET T '�♦alrr�o` Desaiplion Date No. By N'65 IN.SW 100 PUBLIC WORKS DEPARTMENT C100 SCALE: 1'=10 FEET ]6 1PE P. 503.563.6151 13125 S.W. MALL BLVD. FANNO CREEK SIPHON STABILIZATION ' f/tg ' F:SW.563.8152 �� 1.0+20. ORECON 4112J OF •. 1 1f 4a aYa-engtan ��T9 F1 £ 6 07 21 _ 1 1 q r?' ENGINEERING•SURVEYING•NATURAL RESOURCES TIGARD Mew.1704RD-OR.Gov 16 1s a A e em -CNNISIA FORESTRY-PLANNING•LANDSCAPE ARCHRECTURE SEWER PLAN & PROFILE FILE NO MOM RArc:12/11/19 DESIGN:JPC I DRAWN:SRR CHECK: JAW PROJ.NO: 6320 BID ON: LOCATE FRY E \\1 .VG COVER OMe' IE06E OF AT F LEAST I] IX (ice °tlM al ,� N ., YYwpF STEPS SE Y Mt ELM. Sm DRAMS X4 00 NOTES:MYMm �Ir I PRE-CAST MANHOLE SECTORS SHALL MANUFACTURER _By A C-Ut TO TIRE REQIMDAENR Ci ASTM TIRE CAST K"*143! rr .B'YM. C-EM AND APPLICABLE PROVISIONS Li IgII(9 SWAM III♦ C to STANDARD DRAWING NO.010. cover CWr • IC5'WNWM B,anus \\\\ ®AIYMD FROM NM C MOTS aE N -y:• CM -A- CO OF or TAW MRMAI Mxc xo 43 43 1F DIRE 3%m0GM/A MOW a PIPE. Rowel GASKET � M MI FIRSTDi CASINO Sm DRM11G Xn.1 4 Il4 OI lb ` 1 ,A. /Si IRYIF W Nbl SwtlM a ' --J �Mg1i •�' NOf4RWwMG aKVI NOTES. °° ___ a 't •.: DRAN4 AW '-. 1 L PITS-wsT MYmaE MOTIONS MALL COMM TO �• GRADE RMR EY.4',DR 60 i LM LY BIUi N In0 PVC Warr. •.n IRE REDV4YENR P ASIR C-476. NM-9[tlMl bKU� :4' CM CONSMCL NCT• Yw ^ 2 SEE STD MANHOLE DRAMAS OMPMPOUREDIN PLACE CpKRCIE 1R N •,_ ' .:._ kU IY 9E _ I m NUM COVER TOP 5 5AMIDD x Au nNrs Alm wD4a w9Ers M.MOM sINSAAI EC6'4IMO ROM SELL ME R[aXRMFXrs Cr MN c 44s E I -me ImnAciED most Y�rtYAI •".: PIPE I 2na/e I •- - Au.ONE CONNECTIONS TO MM.wLE SHALL SE .nIM1191T. -_._... -_ I EEi4 . L.-YROYIM /(vMAwf.I-fj PVC SANDED BELL yyygE Slf➢9 9EE 6 MNMUM SSA MAIIXS xa IOU -ems-AwMM-AS MEASURED THE NM FACE M TIC Mnw4E. dill SEE OEM.4. yJ M P314 WAnCAI MINT \ i IL M[Mgrt or NALL FOR MK soul et]'MNW4 Arm i • SHAMUS XGR M l Y/^ r' I I S T rI MMO CLEAR a PIM MALL. ......: a-mom oMALM. srta e • �� E FM wArM�mRlox mcnox`imord w0�e'"rw 57LIw SADA M rY �� _ •� i/ su00rrl rwaM wY2n to r r COINECTDA CONSIZT cexsmuci a.MEL AND wrtALreT x WAMM IDGRT a / / MN IY sKIF w FELn ID WATEND RIr/IAMIDI ARM YYMOLE @AR MO IY 9[LF�r p \ PITH - COMA ARYL BE Usm IN All LAMM,AND CO A STREIT rMAs SEE STD DRAMS Txi cREn Y wwY a;"-D' I� R.ALL MOOS MDR RLrMq GWER M.Mi CPROM ID D( i •4 6 FU Z COMPACTED TEAS ROOF 31' _ SECMIMMINTS n ASIR D-443 "s A A + '• � _ s Xi 40ia:Y,o : SECTION VIEW NONE, SUBURBAN ETRE FOR USE IN TRAFFIC YEAS OF LOCAL AND LEI[MEMOCU STREETS. NON-9wbNRIG GROUT I.ALL MAXrraE SECTION,BIM MOORS TO ME REQUIREMENTS aF MOM°'[" ASR2 c-4n MD AANUC BLE PRDMsars Or STANDARD MMOLE. KOR-N-SEAL BOOT STANDARD nsE FOR USE IN'RAMC MIAS Dr COLLECTOR AND ARTERIAL STREETS. -5``• 3 g111G11 ORAN.NO 010. • .SOWN MO FRAME MALL BE CRAP OUST NCH AS1Y A-SIB CLASS 30. - AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. IY MMM V W-C MYPAClF11 i !DF 3.ALL KILNED IN MID A CONCRETE MALL HAVE MI wr SMFXGTH 1/2 1M N FIC E ID FOR!Ain%HOOK. PPE RAMA -.-.. S OF MOO A VAMP a T ID£. SUBURBAN AND STANDARD STANDARD MANHOLE CleenW�r4Servioea MANHOLE BASE aeanWateE services MANHOLE CONNECTIONS CleanWater�LSecvices MANHOLE FRAME AND COVER % � K� DRAWING N0. 010 REVISED 12-16 DRAWING NO. 020 DRAWING NO. 030 REVISED I2-I6 DRAWING NO. 110 SANITARY REVISED 02-17 WATERTIGHT MANHOLE RING 3.79. 03.79. CLASS "B" CLASS "A" \�*� M1N�a R2sIPATMI CURS STD -DRAINAGE&LOCKOUT \ 1'� SEL^ED SEE S10 3•I.O. SCHEDULE 40 AI / 1■A M "11.� 1 DETAIL N0. IOU 5 MIN. -OF NOTE 5 ,.L I I�8• PIPE 1V COUPLING / N'v ■I, 1LOWE(ABS OR PVC) rXAYE wLL Z ARAOm m TE ,R SN MDUWI EXCESS nARW W1ENY .RHn[*GR/CONE SECTION Wr WAND A anAYNG 6BO OLDS MOWN m.uOW FDR 1. / Rm IEAu YVDM IDR 1OUALT MAT rs I-cUr Azx0T Sin/TART •w -1/4•OLD.Wh YIm wAYIQ DETAIL 2S�--.� ROAD I.8 1•A BA1PR i', nRP.R GRAa Ra1m IRED m SE TMANi1 THE IOA SD TIE MY CAN R • e • 12 Y2ED To Tar sEcml. Aili ".• wIEDRARD -. 9 p - IF TO]'XPnQ IOU sal ->,[RUCK 4•MAK M' DOM[T a tR- P SQL[WSRD lMQ W TRY[ E SS%CaPACnM sox COS MICR TO E4vArIM. COMPACTED SUBGHAI' ... • . wNM M'a' BASE COURSE-�24• T ®mod .,r' SNMALT z NN,MRETE0 I1/Y AI»' ® T- Z Y EARN COMPACTED SUBGRADE L--Mv�-I ® 1wdM�D "i�M 8 M.TER:LZ SIDEWALK ADJACENT TO CURB Ar SURFAc[Z (41 agar BOLT-DOWN I -Jun - -5 MIN ROW SECTION A-A OCTAL _ DETAIL 0[°N U 3/4'-0 FUMED SiP +AR I CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. NOTES: ones • RVy. I / I r T. w0W®1r HAIERYOIT/TAMPEP PROM MANHOLE MANE AND COMA N LL IN U40 N TEL[ASMOR ma ow sMRT ROAD ` 2. EXPANSION JONES: AREAS A TIE YArPMAIr MANIKIE CeMR MANE MALL 4 Ua MOO s[M,CDRPOAE M.w[MO COWS MADAMD}Ep BA �.' I-. A TO BE PROWOW: vacs MAMA GROIN.MC.Ca IN E03M. I 2)AT EACH FONT OF TANGENCY OF THE CURB. 3. ME LC0M O MAMMA MALL 6C A IMSNRS MYAFMILIRD II MIA Np STENAL 0MA.SCAM IIS MN- 3/4'-0 CRIr9EJ 2A OF 3,Q-0 27 AT EACH COLD JOINT. MxK PPE ZONE P ME COMPACTED SUBCPADE--� \ 6ASFnOL* 3)AT EACH SIDE OF INLET STRUCTURES. 4. THE IMSNrTE CMm04R ACCESS COMA LOP IS MUSNE°AS A SE0Mr1 Bar REa1MRS A MOM 0 0 ID OPERATE I I 00.M1VS e' 5)AT EACH END DE AK. y PA OUARIu MN 6a.T YOU LEI TIE COM*'51 P+W ME MANE404.0 it{MNCTNMI9 GRAN OT1u TIE sTYDxm CAN DM __-t SIDEWALK AWAY FROM CURB 5)AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. 6 COMER TURN PAM/.OR ME MTEMEn'BJROMN£PADDLE. 1 --. 4 B. MATERIAL TO BE PRE-MWOELI ASPHALT IMPREGNATED,NON EXTRUDING. I B. M Bai MAu 4 MACMKO MN DB S2MNL[R Srt¢. J6NCREIE SHALL BE 3000 P.5.1. AFTER 28 DAYS. MATERIAL A THICKNESS OF 1/2 INCH AUG SHALL COVER ENTIRE CROSS SECTION OF CONCRETE. A 1. TIE BOLT FEATURES A DMED HEAD NM 3 EM7YLY 5A0O f SLOTS R4WYMG HORIZONTALLY AMMO DE BOLT rlwD. 1npt•CEO' 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. 3. CONTRACTON JOINTS', 7. 01010*RD CA!9S5 AR 14 MT COARSE AREA.WITH A RAT YAOM[D M1 IOU SIRS ID PULE FAME. A 3. EXPANSION JOINTS A CONTRACTOR JOINTS SHALL BE 1/2•PREMOLDEO ASPHALT A SPACING TO BE NOT MOPE THAN 15 FEET. y 6. ME...MAE Is DE CAST FROM 304 STARLESS SIE[L AND NON AVALAR E N BDN sTMnARD CAI ACM Rscx.M - B. ME DEPTH OF THE JOINT SHALL BE AT LEAST T-1/2 INCITES. 86riN EMEMED B ACHAA4 CwRYRAmN. IMPREGNATE()A SIDES MATERIAL OR EWAL EXTENDING FROM SVBRADE TO FINISH GRACE AND CROCK sr4.TRENCH PLACED AT DRIVEWAY APPRDALHEB,UTILITY VAULTS.WHEELCHAIR RAMPS AND AT 4. BASE ROCK 2•-0.OR 3/U-0•,95R COMPACTION. BASE ROCK SHALL BE TO P ME BOLT MO RAMC MA BE AMMO)I SONG MC STAINLESS STEEL 14 MY Non,,TIE BOTTOM MT IS A STANDARD SPACING NOT TO EXCEED 45 FEET. NUT THAT RILL BE MIME S Ss R.Les. D OM M[R9Rt0 TEx9M ON M BUT.A SCMID MIME..MA NUT R 1/]PAf a0.PLUS U', .r MMMF4 TMJAl1 sTMmZAnONSUBIIRADE Cr STREET STRUCIUPE OP 4-IN DEPTH,WHICHEVER IS GREATER. 8 USED AS A MA M,I.AND Taloa m w Fr.ABE SIUNLE53 STEEL WAMMIS ARC USED TO PROVIDE C NM,ENT CORM V]ONE DD. e He L•B `0 L4xa MOM SE MEaEED SPM.RT F R[9swtt. 10 A S/IB SIY'AE53 SEEL Sr sawn,SET N A IMEAR➢RIME IN THE Lpl(A MpMR9 FOR•A STOP AT'A NOUN Of rtaTONE CURB AND POURED AT THE SAME THE AS ME CUPS, L51 OF BE..EWER.. NE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN 1/2'RADIUS. a DRAINAGE BLOCKOUT- 3'DIAMETER PIPE: fA. 3 I.D.PIPE MTH COUPLING. } NOTE: 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED r 1T. THE • BOLT Mt 4 MOWED n MEANS>A SEMMLv MAR MAIM KEY CDRs9rHG n A SPEbN saV[r AMMO I.AM COMALnDR R[aM[M[,vrs PM AAMrO i-M AND COOT/AP/IA SPEC 0015. OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY,OTHERWISE SIDEWALK SHALL HAW B. DRAINAGE ACCESS THROUGH EH S SIDE CURBS SHALL.BE CORE DRILLED OR WRB I 'i MOLE USED TO BON MN ME poi,0*0 UR our TIE COMA. ].MC MpL °ROAN AT M[ SOME R TIf"'R0.NS you.4 KEPT TO n MwwM KCLSSMT TO A MINIMUM THICKNESS OF 4 INCHES. SAW CUT VERTICALLY 18•EACH *CURBS OF DRAIN AND REPWREA TO FULL DEPTH OE CJRB. .I NW N N[VMS w A SY[NTHEHI. C. ANDA DRAINAGE ACCESS THROUGH NEW SHALL BE RACED A MINIMUM OF 20' fIW x DE wIMWM TRENCH WM iN THE F.!M[ylrl PROMR n CLEAR IgPRNG MACE OF MA z. ME Sr a REPLA¢YPT OrEMAC.EIS mu.BE PRIM.m=AN WARR MACEY AT T R M NRAALAnON. WOO WSW TIE MArvmM corm:*SIPROEA R NE MP[BONG INSIAMEp. 6. DRAIN&LOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK W M 3•PLACEDR AND A MAXIMUM OF 3.0"FROM PROPERTY LINES. t� 3 ♦N ALL CASES T PR MAc 4 M DIAMETER f HA TO BON TA wows.MMSR dbm40 SCHEDULE W DWV(ABS OR PVC)PIPE AT 2%ROPE. CONTRACTOR JOINT TO 0E TIE VOLT NFAO Is PROTECTED BY A Y4MF11 R[59*ANT PLASTIC awN4 W.TIE CAP IS Ntte6m NM[AP LOP. a<PPE,ARID BA(IIuwO R MARPiAL ALONG ME sows a ME PIPE OVER PIPE. 6. FOR SUBDINSIORS AN-S•FOR SANITARY AND A'V FOR STORM DRAIN SHALL f H.41 Loom A4i4MCn0 TE0REMEx1 FOR US M MARK AREAS. ) 1„,:Rt,_I:1 A. I L.T• i.11., BE STAMPED ON THE TOP 0"THE CURT ABOVE THE LATERAL E1 i! J. CONCRETE SHALL HAVE A MEDIUM DO W10 I IN`.I No spur '^N'.w WATERTIGHT MANHOLE TRENCH BACKFILL SOLI 1 FRAME AND COVER Clean4�Eater Services DETAILS aeanl �er Setvices :RM.I �'"`"N.o P� so BI TN ��1�r CONCRETE DAD. Ton Sit, DRAWING NO. 130 REVISED I2-isMMSD a-IS �N moomm SIDEWALK • Nnm®.,".. CURB & GUTTER x DRAWING NO. 590 wmN'�o. : !MUM MIS v IOU.+MN f Date: 7/26/2018 �20 a..w.Wm a44No Nor, 26 T .w T .I R O' Revisions and AddeMums MS ENGINEERING&FCNFSIRY,LLC ENGINEERING DVISION SHEET �S.{AASC I TB .. Dawiplion Dab No. eY lUAl.E05W HN.HEEAMA�PD S1E 100� PUBLIC WORKS DEPARTMENT C301 it .' GliWPE _ l P5035636151 EJE25SW. VIAL.(BLVD. FANNO CREEK SIPHON STABILIZATION 8 1: o is 503.563.6152 iN24R0, OREGON 9722J - OF il NF CN36Y I .AB-mgCORI FAA' 303-fiJ9-4171 2N s�\p?r' 'ENGINEERING-SURVEYING-NATURAL RESOURCES FAX 547O614'O751 11 cHRls, 1'IGARD NMw.nrwD-ag.cnv �E RENEWAL DArz:a/BT/To DESIGN:JPA�NDNFtAWNH SRRICHE CHECK: JAW PROJ.NO: 6320 IBID ON: CONSTRUCTION DETAILS FILE NO FOP FURTHER?INrmu.noN I FO f URThER l ETRIMnd CN.OEMS.IE•a CLEAN*ATER 4 9. scri GROOM SEE FOR FANCY TER•SEE i WN ". // �m1W� drr o as CROWN,PENENnCN //�'/ SERVICES•m CLEAN M1FA ON OFVLx W 1ERu SEE r E_ �� A 90 OR SE4[NT CONTROL AND SEO1001 CONTROL RE•aYnd WAPT4R•0P CIE0 WADER _ i �Tq ANEE rEUR FSOS I rDRE m D NNO AND O AND MOMENT5 IOL RI ••i RIXNNL xY0 rL41W VAMIIL N" / y, A591E d 6 1RRPiFD PLMININL AND a5d YRWIIL M4 mM - f�J j��J�(�J �� QY YT ASS / "4• YNIRET nPOSi STAB YEREunOn I2. ,..,:M.!.; i r r PLACE WATTLES NOW SLOPE RASEnvIs. R;. 2. EMBED ROCS(FINER BERM A ..i..`' • / Q d`.� /.SIRS. /�/� .J PROFILE �4 RAD48 m LU.L •• T MIN.a••INTO ME ROCK WITH Mx. E.R-. I•u x. MOf M80YE EYsnNO 5remA0E a01Exi4E ' ;I � GR WxO/EYBAxRYENi. OLEO nT Rd d r-e•CLEAN ROCK an NT'yt 16. POSTS MO ATTACH m'REyI PLAN VIEW 3. USE ROCK FILTER BERM W ROCK FILTER BERMNTO MOT TO SCALE SLOPE3L1 OR S. ME SAFETYwewOa RBS REQUIRED IS" NEAT STRAW.ME 'YWa`+ GlEAR ZONE.VSE 611 OR 420RxRLE AS REgME7 +•�^.,. 6•tot USE SOCK°LOOPS STARER �OOGgyi OR ... 'i. ' FLATTER 9L 50F..40PE5 0.PM J•MNRL SNOB EXCELSIOR NOSES v. l' 4. PLACE CGRO51 FILER OWA 1'.Y PNH NOTES' 420'MIN.FOR SINGLE FAMILY AND WPLE0 RESOEN1N FROM ME SLOW . r BERMS k01NG OR ON 0 I. BURY BLLY B OF TELLIES FABRIC 0• THE GROUND ONO OR WITH THE VERTICALLY BELOW FINISHED GRADE ENDS TURNED UP SLOPE. MANS CONSTWCMn 2. 2 X 2•FN.RUE OR STEEL FENCE ExTRRNa LW RNP p•_Y• 5. PRIOR TO INSTALLING A D• Ab• 3 POSTS N BE INSTALLED ON UPHILL PRIOR MITER BERM IN A �' GETANON IS SIDE O SECTION THAT SILO AREA ENSURE 411 4. lel PAVEMENT 4. COMPACT BON/SLOES OF DOER IIOTTOBON GU1T10 A HE HEIf:4T OF NO - A '1 C FABRIC 112m1L 4 0202 sAAY4G GREATER HEEL J•RRNO fi ] ]] ]//� ALTER FAME 5. PANELS MUST BE PLACED 1'qC �I 1 .. ..•M4\1 \•Ml.•,6J •'-N +C _ ACCOV01NG TO SPACING ON DETAIL NSTNLAnW \\\��\�\\�\\;\\/,/\�/\\�\\NrSs\/ _;.f ._ III EIX INli �� 6 CHEIIIICBALLYT A TREADED S NOT SAND IS •,N.• ... PROFILE SEED-FREE.PLAsnc-ma. DEcwvaslD.NDN-WGOD1 EN MOTTO SGLE PLANT MATERIAL USED �� MOWNONOLA l'G OQffa WA51E IS NOi NLOW£D CYIIET �� 1 • a ONO 1. Moo.OEnnCADONs �- BQg+ ` .I f mE I•R'MOON SEVRES C ACpTdN SLAKE YRY E 4.1ALLED d /• N. IIRARD I. THE MIDI ENT SHALL Bf 4AIXTNNEO IN A COEDITOR THAT MILL 06 DRESSING,REPAIR OR iLOMNC R1ER Ra YAIeVK v Ipwml sW[CS vA'nFS d S1FFP SIRE d O'SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS.MS MAT REWIRE TOP DRESSING.REPAIR AND/OR Y 6 H Wa MALE rSue EROSIVE SCAR _gWji MOW CLEAN OUT SF ANY MEASURES USED TO TRAP SEDIMENT. I 0 2 WREN NECESSARY.*EELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC SIOIT-OE-WAY. I,-p 1 ' e 1 MONO N ACCORDANCE WM a1.R YW. 3 WKN WASHING IS REWIRED.IT SHALL BE ONE W AN AREA STABILISED YAM CRUSHED STONE e J MIAOW ALL COCAS MOOS.MOUTON OR 1S' THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. r , �•m I ALL RO S SD MAT ME ON OR 1.5. -� I. TRIODE PIIN(fF CONTAINING SECiYENi LADEN WATER IS LEANING THE 5TE NA THE CW STNUCMM T6• ,A d�l f�� •�, K DIRECT ONTO,ISM mE FILTEM„D ENTRANCE.OTHER MEASURES SHALL BF IMPLEMENTED'0 DIVERT RUN6F THROUGH AN APPROVED 1 PI AN VIEW SOIL T lI S s MOTTO OGLE A INSTAL DE WATTLES N A 2.OUP TRMMSK 9415E FAMILY I SIMPLY SP.00NY LYRE FOLIO NFCbAMi1 IN1IRML MAT 4O 425 MIST RTY(EN THE 20'LONG B1 20 ODE B•DEEP OF A•MINUS CLEAN ROCK. I.0 ON OES411 W1EM ME SOL MD NW WHOA CM ME WATTLE.ME OOpONI(SEE NO2 4) rnmmERnN 04*P1FA 4 O CLEM MA1CR EIM O ADJACENT'AAA MALL BE 50'LONG Be 20 SIDE 3-6•CLEAN ROCS.GOVERNING A'J1HCR1Y MAY REWIRE GEOTEXTLE FRONT VIEW AND Q 1 EMI PREVENTION O41R4.'�:•Er u*ROUONI*o POWs,OLCNT COMPOST FILTER BERM FABRIC TO PREVENT SIB-SOIL PUMPING. MOTTO CANNING ne xsd mom, CONSTRUCTION ENTRANCE SEDIMENT FENCE WATTLES FILTER BERMS e�eanWater Services CleanWder Services Lkan�eY �'�� ROCK/COMPOST Glea°Waler Services DRAWING NO. 855 RNEFC I.,-le DRAWING N0.875 RE.'_ JRAVANG NO.880 w I. . 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WHEN USING 30'BO-SACS TO FOR asaHre 11(OWATI0N r PROTECT A LATCH BASIN YOU MUST ON DESIGN CRITERIA SEE C HAVE A SAGS AND THEY SHALL BEC •or CLEAN VOTER SERVICES EROSION PREVENTION /1 OvERLAPPEO BY 8'. AND SEDIMENT CENTRO S PLANING AND DESIGN URINAL. • I. INLET PROTECTION � I TYPE 4 REM,Eo I:, C1eanWah.T`'Services STANDARD EROSION CONTROL NOTES i;hDRONING N0.HID Dk, FOR SITES LESS THAN 1 ACRE aea041.. FsServices Kg #g Date: 7/26/2018 owwmM.rN�. I•'I. Revisions and Addendums N(5 DICIIEFWtIG A FOPFSIRY.LLC SHEET III GTNe 12965 5 SW HERBAIN.OR a62RD TIE r00 ENGINEERING DIVISION C302 E + - Desorption Date No. By �� PUBLIC WORKS DEPARTMENT �55BBBB E p 503..563.5151 IJT25 S.W. HALL BLVD. FANNO CREEK SIPHON STABILIZATION F:503.58J.8152 I nclCEe OREGON 9]22J OF } TA 'AI gLrmgcam VOICE.-503-639-41]I _ 11 4 +°�.F' ENGINEERING-SURVEYING-NATURAL RESOURCES FAA'. 503-621-0752 �r PCHR I5ZA' FORESTRY•PLANNING'LANDSCAPE ARCHITECTURE TTGl1RD www.nGMaD-OA.GOV FILE NO ! 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FANNO CREEK SIPHON STABILIZATION HE F: 503,563.5152 IWARD, OREGON 9722J OF 4 ; ''4v .FP. d''' ENGIN2. EERING WICE:501-639-4171 50J-624-0752 11 c CNp 15��' ENGINEERING-SURVEYING-NATURAL RESOURCES •T1IGARD WMY7M.AR0-oRCOV 1E FORESTRY-PLANNING LANDSCAPE ARCHITECTURE FILE NO "°rt1YLL WE°"7"/19 DESIGN:JPC I DRAWN: SRR I CHECK JAW PROJ.NO: 6320 I BID ON: CONSTRUCTION DETAILS .4 : \ \ LEGEND X. SEED MIXES FOR RESTORED \ \ \ DISTURBED AREAS AND LAWN: VEGETATED CORRIDOR ENHANCEMENT AREA: 1- TAX LOT 6400 SEE PLANING SPECIFICATIONS.TH6 SHEET \ \ CONNACTOR TO PROTECT 053118G \\ 54 7AE86L SHTB M X• TAM MAP 2$1 120A TAX LOT 6200 \ SIDEWALK AND CURB AND WATER. \\ \ NATIVE UPTANDS MIX-SUN TAN<SEEDS(OR APPROED RESTORE DISTURBED AREA:SEE GENERAL \ TAX MAP 25 1 12BA \ F DAMNED REPAIR AND/OR - \\\ \ ' ` 4 FOAL) \ SEED MS THIS SHEET \\ \ REPLACE PER an Of 16AA0 \\ \ aw 5 T UO s-B E MOM E(soz \\\\ S DETAILS 120&126,SHEET C302 \ \\ \ \�O FESNCA RIBR.I RUBRA-NATIVE RED fESOF(191i) RESTORE LANK SEE LAWX SEED MIX nos \ \ \• \\\�\. t a \ 1 TRCNUS CAFINATUS-CWFORNA DRONE(10n) SHEET ' \ \\ • \\\\\\\� �.. \, 9 0 /I,000 FTTat AA-SIAECONWENOED BY SUPPLIED \ RESTORE(NA§EL ROAD ••T_ • is \ �� A V .V AAA\ `V • RUIN SGN :�� ` AWN QED MIX INTENT SHALL BE TO MATCH EXISTING CONTRACTOR TO PROTECT EMSING \ \ �, \ \\\\\\ \ �\ •\.. QTO MIX SHN BE NRIFlFD NO APRRONP BY OTT): GROUND SURFACE.F DAMAGED, _ IEPAR No/a REPLACE To \ \� \ \ \ i \\� NW SUPREME LAWN YID MIX-SNMARK vile- PRE-CONSTRUCTION MINX ' \ // \ \ \ \\\ \ (a+APPROVED EaJ,u) �. / /• / \ \ \\\\ �� t 204 DASHER amEP i PERENNAWL R ASs ITEGFTASS asi \ \\\\\\\\ /%/r•%/// \ \ \\,\\ /7, \\ \N DWN IAN)CHF• GARNET NWS FESCUE(1S8 frsolf )h \. \ \\. \ 35// //i \ \# \ • \ // • • lazo3 \, Y e 5 es/taaD SF as As REcaMLDDED By SEDER 10495 \\\\� \\.\\\\\\\ \\ ( ( �NRINE FENCE f4 /// \\\ • \ 10194 / \ 2'TALLINEY STONE ' 4'TALL NOG MIRE FENCE` W� d \ \ -„\,-,-,),. \ \\ \. \ / a W/ T'�TT- i i 1-,,'f /// \ T'�, . 5. 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CONTRACTOR TD PROTECT DOSING ii�tl��I ^I 1 �/ 1WAER MARK "/r \\ > •: .'./ . ..`.. - GROUND SURFACE F DAMNED, 5, ' til ((_Il \"• REPAIR AND/OP REPIAGE TO - ITIY�el \ A41\\ \ / PRE-casTRUCna CamlTla. 4•TALL HOG PARE FENCE • "vim' 1 °' W/3 STRAND BARBMRE 1 \ qi�y \ kb AT-rT•f \ PLANING NOTES(PER US DESIGN&CONSTRUCTION STANDARDS APPENDIX A PLANTING RFDUIREMENTS APRIL 2017) VEGETATED CORRIDOR ENHANCEMENT PLANTING SPECIFICATIONS: ,.��' 1)NNTMIER PLANTINGS SHOULD PREFERABLY W NSTMIED BETWEEN FEW/ART 1 AND NAY I AND OCIGBER 1 MC NONI6ER IS BARE - 'g'•i'1TOTAL c ENHANCEMENT PLANING AREA Ezl z s/Eaas ACRES I ,I,. \ \ ROOT STOCK SHOULD BE INSTALLED FROM DEIISSEN 15 IDISKR APRIL 15 PLANTS MAY BE NSTALIED AT OTHER TIES OF THE EN: . ND 11GSER nAw ! ! ROBBER P1 ADD110XA1 WASTES MAT BE NECESSARY TO ENSIEE PLANT SALIVA ORNG ONE NWT/-VEAL MARITIMES PEN00. BARE PLANTING SPECIFICATIONS FOR THE ENHANCEMENT OF REMAINING DEGRADED AND MARGINAL CONDITION 1'FRo11 TRUNK SA II k1 \ . ROOT PUNTS RUST OE NSTAIIID COMIC TIE LATE wx1ER/EAP.LY ERRING DORMANCY DENIED. VEGETATED CORRIDOR,AND TEMPORARILY IMPACTED VEGETATED CORRIDOR TO GOOD CONOFPON. 'GPILENE FANNED COMPOSTED 1\�•11 2)AL NCR-MAOSE NVASP&NLETADOR MAL BE NICHED FRCR PLANING AEAS PRCK TO NSTAING NARK ENHANC040N PLANTINGS IOIy Ij.-I SOFNIIFlC NAME GAMMON NAME SUM SPAONG COMITY 3'wATERNG BERM I -•:e4 NVASK SPICES COMM MALL BE CG195TIDIT MN cam WATER SFNULS INTEGRATED WGETAITON AND ANMN YANAGTNENT UmE TREES 12/1 1 1 P.o�10 ��II 3)PRARTNN MY BE NECESSARY FOR TIE SIRNVAL OF NE VEGETATED CORRIDOR DWMRCELI NE PLANINGS IRRIGATION OR ODI N WATER ,-s _ __._.• �,I_�5 1 PRACTICES(LE POLYMER,PLUS WATERMG)5 FECCMETIDED DURING THE TWO-YEAR MAINTTNACE PT60D.WATERING SHALL EE PRONGED ANUS FLORA RED ALDER I-GAMIN 1O CIFCORER 12 41:0 II AT A RATE O AT LUST ONE NON PER W M RIVEN J.NE 15 AND OCTOBER 15 ACER MACROPHWLUM BIG LEAF MARIE 2-CA EN IO EN-CENTER TER 12 MIAOW]WINE FISCAL -• • LOOSEN AND MIX aRIGINAI BASE aF THE TREE COSH _ SOIL WITH SHOVEL VIM., ' 4)PLANTN GS 9I41 RE MULCHED A MINmM OF THREE NOES N DEPTH Alm IT INCHES II M EIER TO fELAN MOSIUE AND DISCOURAGE SRUBS(118) 4*441ST µGROUND((TREAIED tit 1 I DIED GROWTH ARCHED NEWLY NSTAUID FONT MATE)FAL HCLCOISCUS DISCOLOR OCEPNSPRAY -GALLON 4'-S'ON-RENTER 20 OR S 1011E 1E BURLAP MUST 3 R' '�:K-I'I MANONA AGKN N TALLO ED]I CAPE GAlgl 4'-S'ON CDN ER 9 ` ) A (I !�,11! �� 5)1RFE AND 9R,N KANTNCS SHALL BF PROTECTED FROM MWORE DAWGE(EC,FEMME MINA)BY INSTAl1/IG TREE-PROTECTER PEES MANCNA ACI MINIM SWORD FERN -GALLON 4'-5'M-TENTER 20 IyI % OR WFE ME91 CANCERS AROWm NEWEL NSTNIID PLANTAINS SAlAUC115 RATEMOSA RED ELDERBERRY -mum 4'-5'ON-CENTER 20 Iis.� ]a0110/ ••l.� �� I��yI', ROSA CHINOGFWA BAOWP POSE -GALEN 4'-5'ON-CENTER 19 a ` /(! 1�y:�.l) MAINTENANCE PLAN SYMPT CAFPTS ALDUS COMMON SNOWBERRY -GALLON 4-S ON-CENTER 20 K--�` 1)CLEAT WATER SERVICES REQUIRES A TWO-TEAR II NIENANCE PERCD FIN VEGETATED WRRDCR RUIGADEN_ TIE EN1ANCED VEGETATED NOTE: IF TREE i5 CONTAINER GROWN STOCK.BREAK ROOT 1 III I'�i - COPROOR IS IC BE INSPECTED ANNUALLY AID A YNMIN O TLLO TOES DIME 11E GROSINC SSSER,BY AWE 1 AD SEPLE EER 30. BALL APART BEFORE RACING IN PLANTING HOLE ��• NI'JTATFD aGRRDDR QED Im( IF I LOWER IS ROUT BOUND MAKE A VERTICAL CUT THROUGH ,I )RC�2�'W' AGROSTIS EXARATA SPIKE BENTYAASS $� 10 LB PLS/RARE AS NEEDED FOR THE I/O OF THE SOIL MASS.PULL OUT !� l"�,105 I .::�� 2 RA117 SWAM: CIfA4 WATW BRAIDS'SAC OBIERION FOR NOTATED COPIWdi ENIANOMDIT IS Bal SURVIVAL O INTO ANDAND STRAIGHTEN IMGE,CIRCLING ROOTS 5g (\-13 ) FLARE(iAL4US PANE ND RYE S® 20 lB5 Ply/ACRE BARE SOL AREAS SHRUB PLANTINGS DIME TIE TWO YEARS FOLENA NG PLANING.B ANY MORTAIIIT S NOTED ON RE SIRE,THE FACTOR %AT 10 NAVE >25$F CREDOS G CAUSED MORTALITY a DIE ftININCS IS 10 BE OETFAYNm AND WREC7ED F POSSIBLE.01 IF SURNYA FAILS HLDI BOX AT 14,71E MASK SPECIES REMOVN. TAa �\ WRING THE 1.410 TWO-YEAR YANIENIlM'PE1W00.DE PNNTNfS SNAIL BE REPLACED NPR OTHER CORRECTIVE IEASIAES,SUCH AS RULONNG A \ di RRIG.IIDA MAY NEED TO BE IIPlDFN1ED. F REPINING 5 NECESSARY,TIE YANiFW4ANs RELIED VOL H LAMMED FOR 1W0 YEARS )A RCM THE DATE OF REPLANTING 'BARE ROOT WAY 8E SUBSTITUTED FOR OONTNNER PLANTS BASED ON AVM AKIN'. F BARE ROOT PLANTS ARE USED.THEY MUST BE 4 PONIED DURING THE LATE WINTER/EARLY SPRING DORMANCY PFRO. BAN ROOT PLANT MAIERA RUST BE A MINIMUM CF 12•-16• 3)NVASN SPICES CONTROL IS TO DE CONNOTE)AS AIDED BASED ON THE TO INSPECTIONS. AMAIN SPECIESNOIRE HWLAYM TALL IN ACCORDANCE NTH CIS STA'DAR05 x MACARERRY(RUBUS M144AW5).REED CA/TARTER/SS(PHALARS ART)aI00 A).IFIM (DFSAWS RIALOHUI),CANADA AND S DIVE( E TREE PLANTING— . 1 N (aRSUY ARVEr0E AND C WLGWRE).SCOTCH BROOM(CYPRS S03PARUS),PRIME LWrSTRFE(LYTI4JI 0MCARD),,IAPAFE4 KNO1W® (PWYGCNIUMd1S'DATUM).WONNGaan(CDNwVULUSSPECES).DAN1 HOCKED(IER�RNMANTECAIMA&M).ENGISHIVY(1unERA CONTAINER/ BURLAPPED aeanWairr Services MIK),NIGHTSHADE(MANNA SPEOE3),AM CLEMATIS(CEI4AT6 UWSTXWaA AND C.\FABA). I PEWSEO m-07 tee^-aid'+Is elm. i " pp��,, Data: 7/26/2018 DRAWING no. 780 1"fT[ Revisions and Addendum MS 04*140F%IC&FORFSIRT,LLC ENGINEERING DVISION ET F MIV \S�`c �`"� DesGdpGCA Dale No. By N 12965 11N OHERR 9706�SAE IOC CSpp PUBLIC WORKS DEPARTMENT 763A2 F P 503.563.6151 S.W. FALL BLVD. SCALE: , =2G FEET )111101.5,3125 FANNO CREEK SIPHON STABILIZATION F: 5DL567.fi152 DG4RD, ORElAN 9711J OF gf • 'mica , a \P 010-en41bID MICE.50J-639-4171 IT h•RAW x..' . ENGINEERINGENGINEERINGSURVEYING TIIGARD W54'W7IGARD-Gacov NATURAL RESOURCES FAR: 503-614-0751 — I !6 }}} m M MI a s O to 2a ! CHR I SS FORESTRY-PLANNING•LANDSCAPE ARCHITECTURE FILE NO RENEWAL DATE: I1/lI/H DESIGN.JPC(DRAWN:SRRICHECK: JAW PROJ.NO: 6320 I BID ON: PLANTING AND SURFACE RESTORATION PLAN