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PFI2020-00328
CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT a ' COMMUNITY DEVELOPMENT Permit#: PFI2020-00328 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 09/03/2020 TIGARD 13125 SEG994 Jurisdiction: Tigard Site address: FERN Subdivision: Lot: Project: Jack Park Manhole Repair Project Description: Replacement of an existing sanitary sewer manhole at Jack Park. Class of Work: FEES Description Date Amount Type 2-Sidewalk/Driveway Approach 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. Permittee/Applicant signature: See application Issued By: ��-- Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PFI2020-00328 Type: Condition Name: Status: Severity: PFI_Sidewalk/C 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/C 02-WORK SITE AREA Applied Notice The work area and approach roads shall be maintained in a dean 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/C 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_Sidewalk/C 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/C 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/C 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/C 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_Sidewalkl[ 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 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_Sidewalk/C 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 RECEIVED ,fin INCity of Tigard SEP 0 3 MO PFI#:X�� DO�J� = ENGINEERING DEPARTMENI$'iTY OF T'iGARD • PLANNING'ENGINEERING 1 1 t,A l: l) Public Facilities provement (PFI) Permit PROJECT INFORMATION TYPE OF WORK Project name: J c4 c.- Pe ✓ L 1111 a Ntf)e)k 12--e-ioa t v 0 TYPE 1—Franchise Utility Work Brief description of project: Ke-iptA f-G dvic- rA Ot a IAperformed by NWN,PGE, or utility icy e.)(15A'i�.l Sao ja✓y SQ.w cy- vita VI1/W IG • WI 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 �p G PA✓ main line tap E Location (address if available): k Go✓✓�cv a k- ❑ TYPE 3—Full Scale Development Work 14cav i21161 A.- -. S EG OM y performed with land use approval which includes any of the following: • Subdivisions or Partitions APPLICANT INFORMATION • Street widening Name: C:4/ Of Ttfja✓A • Mainline installation for sanitary sewer, storm sewer, Tigard water, and Tigard Mailing address: l3(ZS Su) l0,1( g(v el. water service area City/State: T;rj a vk O - Zip: 9-2Z3 0 TYPE 4—Small Cell Technology ❑ TYPE 5—Tigard Triangle Phone: co' - 63 1-411( Email: ay,Avet,U in€ 4-.74v4-0V,1o+/Phone: 503-'71g'-L4 1Z. NOTE: Type 1 and 2 applications may be A to Gl u New6 mailed to rowpemvts@tiigard-or.gov. Contact name: J Phone: So3-Z(CS--LLl1Z Email: nokewtne, -4194vol-ar. 1at./ CONTRACTOR INFORMATION 0 Same as applicant Name: GI Cx G..-kuo1- "'t°J LL-L CCB Number. 1150ZS Mailing address: (0333 IA);Ce- g-vc- 1'41.'4e City/State: Av l ova., b f-. Zip: C1 100Z Phone: So3-'3 I 0- S cl ii Z Email: q rrot cly e �k exe-o,v0,V;vtq, t-ovv, ENGINEER INFORMATION JJ J Name: AILS Etng,.,tec✓ivil £ rrodeskv/ , 1-4-.C.Mailing address: I2-°16 ., sw %Ic✓vylatn IR..1,5iioco- City/State: adciri�1 OE- Zip: 9 7O62_ Phone: 503- S63- 6(Sl Email: j°i/ItIceaks- Ginn . c.cAn ADDITIONAL INFORMATION Estimated value of work is required(if over$5,000):$ V-r O 0 d (within the public right-of-way) Is work related to a LAND USE DECISION? 0 Yes I:21 No Case number: City of Tigard • 13125 SW I Iall 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. AIna✓ew 10e,wiDury 61/3/2,o7,o Applicant's or authorize nt's signature Print name Date Property owner's signature (if required) Print name Date Case No:FF[ww'co230 Permit fee: 'Cr— Received by: Date:9 3 Approved by: �I1�ifrLT/ ',�j� Date: 4/a/zw y Notified by: Date: 62-4) YJ City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-ozgov • 503-718-2421 • Page 2 of 4 .• • JACK PARK SEWER REPAIR CONSTRUCTION PLANS / •`� -Ns` If N \\ Fffi£lldG ffi QGEND NORTH PLAINS SW KAREN ST DECIDUOUS IRE 0 • � , .�: * E BANKSto , CONIFEROUS 1REE m ' -7 ,, SANITARY SEWER GLEAN OUT CD 0 ,,© ,.0 � 4 y .y4,. ti# SMVITART SERER MANHOLE O • /iwei sm .4 HILLSBORO _ F.., 1 , STREET LUGT 10killCEDAR MILL PORTLAND EMS EBBS ww+cu' + I - 1 FOREST '6H¢EVi6o. _ K" mnu@':!iwow- ': PRovFmYuN -. GROVE 0 : f 9 « a, ` of r i ANMLLOT�9000Ik4 mTFRTNE --- �"" 1.ik+M DITCH 0 WA•HINGTON fl ° s - ? - em4k _ r CURD COUNTY � idyll W„S0N -,, 1 Rir EDIE OF PAVEMENT . 10 'pee, ,,� ' „u ,.,ia FENCE UNE - - - .._• - ( Q • GRAM.EDGE GASTON _•� 11 a = '� A * `' STORY ORNN NE — — —�— — — —•" -- I „, 'Ur 1 SINITMY SEMFA IlE ..}'--'----""s-L-— „� e ,r N N' coTAX LOT 4600 a �, AMMPOIAA SHEET INDEX PROJECT LOCATION YAMHILL I PROJECT LOCATION TUALATIN VIP 7L 1 // `� p / C000 COVER SHEET WITH SITE LOCATION AND VICINITY MAPS VICINITY MAP �/ \ SITE MAP % c001 GENERAL NOTES NTS 1' = 100' 0002 EXISTING CONDITIONS C003 SITE ACCESS PLAN C030 TREE REMOVAL AND PRESERVATION PLAN PREPARED FOR: ENGINEERING/SURVEYING/NATURAL UTILITY CONTACTS: C031 TREE TABLE AND NOTES CITY OF TIGARD RESOURCES/ARBORIST FIRM: CONTACT: ANDY NEWBURY, PE AKS ENGINEERING & FORESTRY, LLC WATER, SANITARY, GAS: C050 EROSION AND SEDIMENT CONTROL PLAN 13125 SW HALL BOULEVARD CONTACT: JOHN CHRISTIANSEN, PE STORMWATER, AND ROADS: NW NATURAL GAS TIGARD, OREGON 97223 12965 SW HERMAN ROAD, SUITE 100 C051 EROSION AND SEDIMENT CONTROL PLAN PH: 503.718.2472 TUALATIN, OREGON 97062 CITY OF TIGARD 220 NW 2ND AVENUE PH: 503.563.6151 8777 SW BURNHAM STREET PORTLAND, OREGON 97209 C052 EROSION AND SEDIMENT CONTROL DETAILS FAX: 503.563.6152 TIGARD, OREGON 97223 PH: 503.226.4211 PH: 503.71&2591 C300 SANITARY SEWER MANHOLE REHABILITATION SANITARY(24"+)AND POWER: C301 CONSTRUCTION DETAILS STORMWATER (24"+): PORTLAND GENERAL ELECTRIC C500 SURFACE RESTORATION PLAN CLEAN WATER SERVICES 3700 SE 17TH AVENUE C501 VEGETATED CORRIDOR DETAILS 2550 SW HILLSBORO HIGHWAY PORTLAND, OREGON 97202 1 ATTENTION EXCAVATORS: HILLSBORO, OREGON 97123 PH: 503.736.5450 VERTICAL DATUM: PH: 503.681.3600 I OREGON LAW REQUIRES CONTRACTOR TO COMPLY WITH RULES ADOPTED BY OREGON UTILITY NOTIFICATION ELEVATIONS ARE BASED ON WASHINGTON COUNTY BENCHMARK NUMBER AJ8189. LOCATED NEAR THE COOPER a CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH 952-001-0090. COPIES OF RULES MOUNTAIN WATER TOWER. ELEVATION = 770.00 FEET (NGVD 29). I MAY BE OBTAINED BY CONTACTING THE UTIUTY LOCATE CENTER AT 503.232.1987. COMMUNICATIONS: Ii FRONTIER COMCAST CABLE t'g CONTRACTOR SHALL NOTIFY WASHINGTON COUNTY WITHIN 48 BUSINESS HOURS PRIOR TO START OF 4155 SW CEDAR HILLS BOULEVARD 10631 SW CASCADE AVENUE HORIZONTAL DATUM: CONSTRUCTION AND/OR EXCAVATION. A LOCAL DATUM PLAN DERIVED FROM STATE PLANE OREGON NORTH 3601 NAD83(2011)EPOCH: 2010.0000 BY � BEAVERTON, OREGON 97005 TIGARD, OREGON 97223 pit WASHINGTON COUNTY OPERATIONS: 503.846.7623 PH: 503.828.8004 PH: 503.596.3754 MULTIPLYING A PROJECT MEAN GROUND COMBINED SCALE FACTOR OF 1.0001016119 AT A CENTRAL PROJECT POINT I WITH INTERNATIONAL FOOT STATE PLANE GRID COORDINATES N651276.1440 E7610277.1250 AND A MERIDIAN 1 ��� UTILITY LOCATES: 503.232.1987 CONVERGENCE ANGLE OF -1'38'07'. STATE PLANE COORDINATES WERE DERIVED FROM GPS OBSERVATIONS USING 11¢ 48 BUSINESS HOUR NOTICE PRIOR TO THE TRIMBLE VRS NOW NETWORK. DISTANCES SHOWN ARE INTERNATIONAL FOOT GROUND VALUES. R • 1 "dt Revisions and Addend urns MSBRCNEDdNC&FORESTRY,TLCK ENGINEERING DIVISION SHEET EXCAVATION 1296E sw OFRNAN Ro STE 100 i„a a�q r DescnPGon Dam No. By ��nH OR 97062 PUBLIC WORKS DEPARTMENT C000 IP ,A1 SET ISSUED FOR WNSWUC101 06/15/2020 0 uFC V 5035636151 13115 S W. HALL &VD. 1 �' ,I. E .� F:503.563.6152 = TIGARD, OREGON 97223 JACK PARK SEWER REPAIR Know what's below. T tea, OF GG i aNs-engcwn YWCE:503-6J9-4171 y5 Call before you dig, '4,'sr R,.e�'4* _ENGINEERING SURVEYING•NATURAL RESOURCESFAX: 503-62.-0752 — 13 6 P CNR IS~v' TIGARD WIYWDG.IRD-OR.COV FOREIGN:SRR DRA-LANDSCAPE CTURE COVER SHEET WITH SITE LOCATION AND VICINITY MAPS FILE NO RrRrwu oar:n/31/I1 DESIGN:SRR I DRAWN:DRI I CHECK: JPC PROJ.NO:5703-081 BID ON: •, GENERAL CIVIL NOTES: 30. TN LOCATION AND DECRPTO6 O EaSRE UTUTES 9MOYN ON THE RATINGS ARE CGPIID FRO AVALABE 61. OPENINGS FOR CONIfC1KNS TO EXISTING MANHOLES SHALL BE MADE BY CORE-CRILNG THE EXISTING MANHOLE CONJUNCTION WTI THE WOFN AUTHORIZED BY THE PERMIT..CORREC1TW WOW(SHAD.BE DOE AT INC PERMIT I. THE CONTRACTOR SHALL PROCURE MD CONFORM TO ALL CONSTRUCTION PERMITS REQUIRED BY THE CITY OF TGARD RECORDS AND/OR FEU SURVEYS.µs EN6NERNG d FORESTRY DOES NOT TONMITEE NE ACCURACY DR DE STRUCTURE,AND INS1AANG A RIBBER BOOT.CONNECTORS SHALL BE WATER IGHT AND SHALL FRO.RE A SMOOTH HOLDER'S EUPFNSE. AND WASIIIGTO N COUNTY. COMPLETENESS O RICH RECORDS ADDITIONAL UTUTES MAY EHST WWHN NE IDRK AREA DE CONTRACTOR SHALL ROW ALTO AND THROUGH 11E RANKLE NTH NO PRONG.SMALL CREAM HAMMERS R SWAT LIGHT TOES INCH 25. ONE AS-BOLT DMWNG µD PO SHOWING ALL NEW RBl1C INPROVEMENT5,INCLINE ANY RENRON MADE TO THE 2 OWNER SHALL PAY ALL P ROECT PEWIT COSTS,NC USING BUT NOT EDITED TO URUIY TAPPING NM TV COSTS THE FIELD VERIFY LOCATORS AND 92ES OF ALL EXISING OWES PRI%10 CONSTRUCTER/ NIL NOT DAMAGE OR CRA%THE MANHOLE RASE MAY BE USED TO SHAPE CHANNELS,BUT MAY BE USED TO ENLARGE PREVIOUSLY APPROVED CONSTRUCTOR PUNS AND ANY IMPROVEMENT RICH MAY APACE AN EESTING POMO SYSTEM CONTRACTOR SHALL COMMUTE NTH THE GOWNING JJW9)IC71M TO DEiERINE APPROPRIATE FEES AND PROVIDE 31. ANY UTILITIES LOCATED N THE FEU NAT TIE CONTRACTOR DISRUPTS O3 DAMAGES BULL BE PROMPTLY REPAIRED TO RUNG OPENNGS OILY F AUTHORIZED IN WOG BY THE armors REPRESENNTATIVE.USE OE PNEUMATIC OR FACUTY,$HALL BE PROVED DO THE CM BY A REGISTERED OIL ENGFEER ALOE NM AN ENGINEER'S RE OWNER NTH 48 HOBS NOTE PRIOR TO THE REQUIRED PAYMENT OF FEES R COSTS NEW CNQTI%.F REWIRED,THE CONTRACTOR SHALL INSTALL SUTA&E TEMPORARY SERVICE OR REPAIR CAN BE JAGHµ6FRS IS PROIBTED. CFRTIRCATOI O HST/ELATION COMPLIANCE(FORM ATTACHED).IN ADCIOION,THE APPUCANYS AS-BUILT DRAWINGS I OBECON LAW RENARES YOU TO FOLLOW RILES ADOPTED B7 TIE G EGDI UTILITY NORiCATON MITER.THOSE RIAES COFLETED.THE COST O THE RPAR OR TEMPORARY SERVICE SHALL BE BOND BY THE CONTRACTOR. 62. THE CONTRACTOR 91NL PROVE ALL NECESSARY MATERIALS EWPIENT An FACUTES 10 TEST SANTARY SEWER SHALL BE TB TO THE GM NETWORK.TE APPIJCµI5 ENGINEER SHALL PROVIDE THE an NTHµ ELECTRONIC FILE ARE SET FORTH N OAR 952-00-0010 THROUGH OAR 952-001-0090.THE IETEPHO(MAGER FOR DE OREGON 32 NO M THE OWNER AND OWNER'S REPRESENTATIVE IMWDIATLLY O ALL UTUTES EXPOSED.%MENIETED UTUIES PIPE MD APPURTENANCES FOR LEMGGE IN ACCORDANCE TIN TESTING SCHEDULE STATED ADO\(OR IRE CWTfS NTH POINTS FOR EACH STRUCTURE(MANHOLES CATCH RASIS WATER VALVES,HOME MD OTHER WATER SYSTEM UTUTY NOTIFICATION CENTER IS B00332.2344. SHALL NOT BE DISRUPTED OR CUT UNTIL IRE OVER OR OWNERS REPRESENTATIVE HAS MEN APPROVAL CONSTRUCTION STANDARDS,WTCHE\(R ARE YORE STWNQNT.SANITARY SEWER PPE AND APPURTENANCES SHALL BE FEATURES)N THE DENIOPMENT,AND TER RESPECT%X AN)Y STATE PUNE CO:MNATE&REFERENCED TO NM 83 4. THE CONTRACTOR SHALL NOTIFY CITY.COUNTY.COOT NV ALL MUTT CCIPNFS A MNIWM O 48 BUSNESS HORS 13. NE CONTRACTOR SHALL BE RENOINIE FOR LOCATNC AND YAWOE ALL EESTING SONY YODYENIS CF RECORD TESTED FOR LEAKAGE.LEAKAGE TESTS SHALL INCLUDE AN AIR TEST O ALL SEVER MANS ONO LATERALS AND VACUUM Na.VOE ACRWAT(^'PRE)FRE ANDOE II-NCH BY 17-INCH COPY Of AS-BLURTS PRIOR TO START OF WNISTRUCMN,NO COMPLY WTH OIL OTHER NOIFKANN REOIIEIENTS OfAND4 S TIN (INOO NG BUT NOT LOOTER 10 PROEM AND STREET MONUMENTS)PRIOR TO CONSTRUCTION.F ANY Y SURVEY TESTING THE MANHOLES YAµO PERFORMED E TESTING MALL BE PERFD AFTER COPLEM OF N AC PAVEMENT ME FINAL (91). JMRSDICTOI OVER 11E MIRK. MONUMENTS ARE KNOW,DISTURBED OR DESTROYED WONG COISIRUCTNXI O THE PROJECT,DE CONTRACTOR SURFACE RESTORATION. 26. A SEWER SYSTEM NR-TEST µ0 A VIDEO TEST REPORT AND ONE SET O B UFIINE'AS-BILLY(O EITHER OR BOTH 5. THE CONTRACTOR SHALL PROVIDE ALL BONDS AND INSURANCE REQUIRED BY PUBIC AND/OR PWVAIE ACEXCES HANG SHALL RETAIN AND PAY FOR THE SERVICES O A REGISTERED PROESSNNAL 9.RVENR UCESED IN THE STATE O 63. MANHOLES CONSTRUCTED OVER EASING SANITARY 1800 SHALL CONFORM TO TIE RECORD/EMS O OSSC THE STORM AND SANITARY SEWER SYSTEMS)SHALL BE REQUIRED BY WE CITY FOR RENEW AMC APPROVAL PRIOR 10 JIWSDICTON.MERE REQUIRED BY PBUC µD/w PRIVATE AGENCES NAME AR601CNKK THE CONTRACTOR SHALL OEON TO REFERENCE AND REPLACE ALL SUCH MORMIITS PRI%TO SUBSTANTIAL COWILIBN O THE!ERECT.THE (WONT/APWA)00490.41(YµHOES OVER EXISTEIG SERIES).TIE EXISTING PPE SHALL NOT ff BROKEN OUT UNTIL CONNECTOR O ANY RULINGS TO THE SEWER ISTEE SURAT A SUITABLE MAEIIENANCE BOND PRIOR TO FINAL PAYMENT. MONUMENTS SHALL BE REPLACED MDR A MANMUM O 90 DAYS.ND THE CORER PURVEYOR SHALL BE NOTIFIED N AFTER THE COMPLETION OF THE MANHOLE ZEST. 27. ON A KOLY BASS,THE PERMIT HOLDER'S ENOIEEAANSPECTOR SHALL SUBMIT DALY INSPECTION REPORTS TO DE 6. PRIMP 10 RUNNING WORK,DIE CONTRACTOR SHALL PROVE THE FOLLOW ITEMS TO NE OWNER'S REPRESNTATOE 11151NG AS REQUIRED BY ORS 209.150. 64. BEFORE MANDREL TESTING ND/OR TV NSPECTCN,FLUSH AND CLEAN ALL SEVENS AND REMOVE ALL F%E% Ott INSPECTOR(SE DEVELOPER-ENGINEER AGREEMENT NOTE/a). A UST OF SUBCONTRACTORS 34. THE CONTRACTOR MALL FELD NARY LOCATION AND DEPTH O ALL EASING UTUTES WERE NEW DOTES CROSS. MATERIAL FROM THE MAINLINES AND MµHOES 28. THE CITY NSPECTOR MAY,AT TIER OSCRE➢ON,REOIRE PRONSOI O TESTS OR REPORTS FROM THE PERMIT HOLDER, B. PROTECT SCHEDULE ALL UTUTY R059NG5 SHORN ON THE DRAWINGS SHALL BE P0IHOIED USING HAND TOES CR OTHER NCI-NVASVE 65. UPON COMPLETION O ALL SANITARY SEVER CONSTRUCTION,IES1NG ND REPAIR,THE CONTRACTOR SHALL CONDUCT A OR DE PERMIT HODEWS ENGINEER OR CONTRACTOR TO VALIDATE CLANS O MATERIAL CR CONSTRUCTOR C. TRAFFIC CONTROL PLAN METHODS PRIOR TO EXCAVATING OR BORING.THE CONTRACTOR SHALL BE RESPONSIBLE ER EIPOSNG POTENTIAL OUR IV ACCEPTANCE N9PEC1%OF ALL PUBIC MOUND N ACCORDANCE NTH OSSC(COOT/APWA)00445.74 TO ADEOIACY/CO VJANCE.SUCH TESTS/REPORTS SHALL BE PROWFD AT THE FERMI HOLDED&EXPENSE D. EMERGENCY CONTACT NAME AND PHONE RIMER UTILITY COMETS FAR ENOUGH AHEAD O CCNSIRUCDO1 10 RAKE NECESSARY GRADE R ALIGNMENT MOOFlGTONS DETERMINE COMPLIANCE WIN NODE REOUREWNTS OF OSSC(COOT/APWA)00445.40.0 IRE IV INSPECTOR SHALL BE 29. THE PERMIT HOLDER STALL PROVIDE A COPT OF A PROPERLY EXECIUM)RELEASE AND WRYER COMMIT TO THE CITY 9. IT IS THE RESPO6BUIY O THE CONTRACTOR TO RENEW ALL O 114E DOCUMENTS AND PLANS ASSOCIATED WTN NE WITHOUT DELAYING TIME WORK.F GRADE R AUGMENT MOONCAlIW4 S NECESSARY,THEFI CONTRACTOR SHALL NOTIFY CGNWCIFD BY AN APPROVED ECHNCAL SERVICE WITCH IS EQUPPED TO MAKE AUDIO-NRNN.RECORDINGS O TEN FOR EACH ONNR9HP DISTURBED BY CONSTRUCTOR ACIDITY,AS EVIDENCE O'DISTURBANCE RESOUTR AND OMRH PRO.ECT WON(SCOPE PRIOR TO THE WARN O CONSTRUCTER APPLICABLE TE CONTRACTOR FIND A COFUCT NTH TO RONEER,µD DE ENGINEER R THE OWHR'S REPRESENTATIVE SHALL RTNN APPROVAL FROM THE CN PRIOR INSPECTIONS UNLESS OIHRWSE REWIRED BY AGENCY NTH JURISDICTION,A STANDARD 1 INCH DIAMETER BALL 9011 SATISFACTION. THE DOCUMENTS/PLANS RELATED TO 111E SEECNCAT%'S R THE APPLICABLE WOES,IT IS THE C%TRACTRS TO CONSTRUCTER BE SUSPENDED II ROM O TIME CAMERA DRUG THE REPECTIN.SIFFROENT WATER TO REVEAL LOW AREAS R A DOSING YCNUIENTS,PROPERTY mos.AND MD'MARKERS SHALL BE PROTECTED.REAR:BENI SHALL BE AT RESPONSIBILITY TO NOTIFY DE OWNER'S REPRESENTATNE IN WITING PRIOR TO DE STARE OF CONSTRUCTOI.FALURE 35. ALL FOCUSES SHALL BE RAMROD HN-0LACE BY THE CONTRACTOR UNLESS OTIEBMSE SHORAN R DIRECTED.THE REVERSE GRADES SHALL BE DISCHARGED INTO THE PPE INEDATEIY BEFORE IMITATION O NE TV NSPECTG.NNE THE PERMIT MOLDER'S EXPENSE. BY TIE CONTRACTOR TO NO1FY TIE OWNER'S REPRESENTATIVE STALL CRSDTUE ACCEPTANCE OF FULLCONTRACT%SHALL TAKE All PRECAUTIONS NECESSARY TO SUPPORT.MNNTNN.OROTERWSE PROTECT EXISTING RECORDING MN WHITEN REPORT SHALL BE DELIVERED TO THE CITY. 31. THE SEINER SHALL NOTIFY NE WAS HINGTOL COON SURVEYOR NEVI DE INTAL MC RNAL LIFT OFASHALT HAT: RESP%9BUtt BY TIE C%1RACTR TO COMPLETE THE SCOPE O WORK AS DEFINED BY THE DOCUMENTS/PANS N wises AND OTHER FACIUTES AT ALL TIMES DURING CONSTRUCTOR.TIE CONTRACTOR SHALL LEAVE EOOSINC 66, THE CONTRACTOR SHALL DESIGNATE THE PPE MATERIAL ACTUALLY INSTALLED%THE OW)RECORD%AWANGS µD BEEN PLACED. #EON IIWJIY B NIH LOCAL,CT%E,AND FEDERAL REGULATIONS AND CODES t FAQUTES N µ EQUAL CR BETTER-NHµ-RIG VIAL COCOON. PDNDE THIS INFORMATION FOR NUUSDN R DE AS-BUILT DRAWINGS 32. THE PERW1 HOLDER SHALL PROVE TO 11E CITY INSEECT%IN MING,THE NAMES AND 14 HOUR EMERGENCY FULL1T ALL YATERALS AND WORKMANSHIPLT TE.AN RA 7R THE APPS A D PANS AND 111E AIPPUGBE PROMS O 36. UNITES R Nltmchai1,PRTKNS O MIMES THAT ARE ABANDONED N PLACE SHALL BE REMOVED BY THE 67. PEASE NOTE THAT AKS 6 NOT A SAFETY NSPECTION COMPANY.µS HAS NOT BEEN RENAMED TO PRONE ANY TELEPHONE NUMBERS O TWO PERSONS WO HAVE AUTHORITY TO RESOLVE PROBLEMS TAKE CORRECT%E ACTON.AND, THE WRONG MOPES CON IRUCTALL STANDARDS.DE MOST OORRECD P NS AN O EGERM PLUMING COOS CONTRACTOR TO DE EXTENT NEO354RY TO AMMO TIE WORK THE CONTRACT%SILL HAVE ALL RFNNRS SUETY RELATED SERVICES FOR M5 PROECE IN GENOA..TALL BE RESPR9BE IN CASE U µY MERGENCE.THE PRIM HOLDER SHALL NOTIFY THE CITY THE THE MOST RECENT EDITOR O THE N IDMCS. I MOST CODE(BC), OF NE MON ORMIN HCODE CLOSED NTH CONCRETE PLUGS WTH A WNMUM LENGTH EQUAL TO TWO(2)TIES DE DIAMETER CC DE ABANDONED INSPECTOR N WRING O ANY/ALL ASOGYENT CANONS. PPE 31 NE PERMIT HOLDER SHALL CAUSE HHS CONTRACTOR TO PROVIDE TO NE CITY NSPECTR.N NOTING THE NAVE MID DIVISION(%D),AND THE DEPARTMENT O ENMtONWNTAL QUALITY(DEO)WEIEN EACH HAS CT%. 37. THE CONTRACTOR SHALL REMOVE All DKTNG SIGNS,MAUOXES,FENCES LµDSCAPNC,ETC AS IEOUR SE EMERGENCY EO TO AVOID CITE OF TiGARD GENERAL CONDITIONS (REVISED 09/19/20191: 24 HOSE TEERE NE N11FEA OF DESIGNATED•LXWPETENT PERSON'RESPONSE:LE FOR IL THE CONTRACTOR SHALL Al ALL TIES ANON BY APPLICABLE SAFETY RUES CFOSHA,N PARTICULAR LAR DIOR DAMAGE DURING CONSTRUCTION AND REPLACE THEM TO EASING R BETTER COMMON, I. THE PERMIT NM MUST COMPLY TO All AF'PI1CABf PROVISIONS CF fEDRAL AND LAW,NE WARD SAFETY AS PER R-OSHA,CHAP.437,DIV.3 CONSTRUCIEN,sup-arum P-EXCAVATOK NE CONTRACTOR REGULATORS PERTANING TO ADEQUATE SHORING AND TRENCH PROTECTOR FOR MOMS 78. GROUNDWATER IS µIEPAIFD%MS ROECT.THE CONTRACTOR SHALL PREPARE AND 9DIIR A GROUNDWATER MUNICIPAL OWE,AND THE TERMS O µY AREEIJCA TAM 11E CITY O MART ff I)STATE WON 70 BE DOTE SHALL NOTIFY THE CITY INSPECTOR N AVE O ANY/ALL ASSIGNMENT CHANGES. 12. CONSTRUCTOR O ALL PUBIC FACILTES SHALL BE D0(MORN TIE HOURS PRINTED BY THE GOVERNING MANAGEMENT PLAN FOR REVCO BY THE CITY. MURSUµT TO MS€1811. 34, IT S THE SOLE RE9'QV9BIIlN OF NE PEPoIT HERDER TO PRONE FOR PROPER RIGHT-OF-ENTRY MD/CR FW`FWNIS AIPoS CONTRACTORT 39. THE CONTRACTOR SHALL BE PTRES CLEAN O FOR MUD,DIJSIMANAGING C%MS DUST WOOS TO SHALLENS BE MAIN PUBIC STREETS 2 TIE OTYS STANDARD SPECEICATION FOR TRAFFIC CONTROL IS'MANUAL ON RPORY TRAFFIC CONTROL DEVICES FOR RISE TO STARTING WOW(.PROOF O RIGHT-7-ENTRY R PROPERLY EXECUTED EASEMENTS SMALL BE PROVIDED TO 13. THE OVERco 9CIl PERFORM ALL MINK NECESSARYHNC TO COMPLETE TIE E NECESSARYCET IN ACCORDANCE 10O WTI THE AID DATE W RIGHTS-OF-WAY ARE KEPT CLEAN E DUST OR DEBTS OUST ABATEMENT BE YALXTNND BETHE Off IRE 00 SHALL IN NO WAY BE CONSTRUED TO BE UAINE FOR TE PEWIT HOLDER'S FAILURE TO OBTAN R APPROVED DJ EMENIS%RAWNCS INCLUDING SUCH NOBIN7NS AS MAY BE TO TOOT APRICABU CLE CLEAR W RUB W O TE K U TI 741 SRFACE STREETS AID HREMA L %ROVM.O N IT THEACONTION.A TO C O EDITION. ROVE FR PROO CF RGNT-CF-ENTRY LANIIENTS. ALL%T N OAWNENIO AN)PROVE A RO LL E F U)VERY. w. OR MID GRUB WNW MEOW(AMMO A11 SURFACE VEGETATION.REP TREES.REPRESENTATIVE WIMPS.BRUSH.RON T ETC DO NOT DµAO J. TRAFFIC CGNTROL STALL BE ROVED FOR BY ME CONTRACTOR S N ACCORDANCE) RMO MN NE GOYS STANDARD 35 BEFORE PLACEMENT O ASPHALT,THE PERMIT HALER SHALL CLEAN AND COMPLETE A PRE-ACCEPTANCE VIDEO 14, ALL DIYEHSGNs SHOOT ON THE PUNS STALL BE FEND VERIFIED BY 11E CONTRACTOR PRICE TO THE START O R REMOVE ORES MET AS APPROVED BY 1&OMEN'S REPFE90ITATM CR AS MINN%TN CRANES PROTECT SPECIFICATIONS AND.ALSO.RI ACCORDANCE NTH A CITY(JOB SPECIFIC)APPHO\(D TRAFFIC CONTRA Plµ.A CRY INSPECTION O ALL NEW SEWER ONES.THE PERMIT HOLDER SHAD PRONDE THE CITY TO 30 DAYS O NOTICE FOR CONSTRUCTER.THE CONTRACTOR 901L IMWOA1ELY NOTIFY DE DINER'S REPRETNTATW O ANY DISCREPANCIES ALL MOTS 2 NOES N DIMMER OR LARGER. O DE APPROVED TRAFFIC CONTROL PL.U4 SHALL BE AVAILABLE AT DE WON AREA. NE VIDEO INSPECTION.µY pAOENCES SHALL BE REPAIRED BIM PAVEEEENT O MN OFT. 15, ANY REFECTION BY THE CITY,COUNTY,µ5,OMNERS W?RESEITATVG OR OTHER AGENCIES SHALL NOT,IN ANY WAY. 41. SDP WORK UNRS REMOVING ALL ORGANIC MATTER,ERICH CANNOT BE COMPACTED NT0 A STABLE MASS.ALL TREES, 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC,AT ANY TIME,MIHR1 HAVATG FIRST%TAPED IRIIEN 36. (PRIVATE SYSTEMS) UIELO IERS)TIE PR SHIM NNNTNN THE WATERQUAUTY FACILITY AND CORRECT ANYDEFECTIVE WORN RELIEVE THE CONiRACIR FROM ANY OBLIGATION TO PERRIN THE WORK N STRICT CGPUANCE WTI THE CONTRACT GRUA µDE DEBRIS ASSOCIATED WTH CLEARING.STRPPNG OR GRADING RINL BE REMOVED AID DISPOSED O APPROVAL MIN THE CITY ROWER.THE PERMM HOLDER IS RESPONSIBLE FCCPROVISO OfTIMELY NOTFICAUCN OFAND SHALL PERFORM ALL SCHEDULED MAN1TNµCE 10 ASSURE PROPER FRC110ANNG O THE FAOITY. DOCUMENTS APPUCABIE O30ES,AND AGENCY RECOMMITS. CR-SITE TRAFFIC FLOW DISRUPTIONS TO AREA WE EMERGENCY SERVICES(TIGARD POLICE DEPT.,TUALAN VALLEY FRE& 37. (PUBIC SYSTEMS)NE DEVELOPER SHALL CREATE AND PROVE Off Ott A SCHEDULE FOR PERIODIC(Wµ1FNM1 16. IF THE CONTRACT%DEVIATES FROM THE APPROVED PLANS,N0.UDNC TESE NOTES WHOM FIST RTNNNG TIE 42 CRANUTAR BASEROC%SHALL CONFORM TO THE RECTO/MOTS O OSSC(ODOT/APWA)02630.10(DENSE GRADED BASE RESOLE),ERNMET,TCARD SCHOOL DISTRICT,MD OTHER ONCE PROVERS (PUBLICMAINTENANCE 0 NE WATER qER S FACILITY.THE DEVELOPER SHALL MAINTAIN SAID FACILITY FOR A PERIOD O PRIOR OFTEN NUTHIIZATNN O THE ENGINEER FOR OD IN DEMATBNS,THE CONTRACTOR SHALL,BE SOLELY AGGREGATE}COMPACT BASROR TO 95%O THE MANWY DRY DENSITY PER AA9R°T-LBO EST WNW(MOORED S ADVANCE WARNING O INURE 1RNF1C DISRUPT%SHALL BE PROVED TO 111E GENERAL ROTOAN6 PUBLIC BY TIRE YEARS Roy TE DATE O CITY ERICONDTI W ACCEPTANCE A THE PUBLIC IYROVEYENIS NO WERIOD ISM 1 RESPR9B.E RP THE PANDIT O ALL COSTS INCURRED IN CORRECTING µY WON DOE MACH OCAATES OW TE PROCTOR} PACE ADE O µ ADVANCE NOTIFICATION SKIN AT EACH END O NE CONSTRUCTION AREA AT A WNW O 72 EACH YEAR DURO THIS TIRES-YEAR PERO DE DEVEAPR SOUL REPORT,IN NOTING,MACRAME AGNATES TO PLANS. 43. AC PAVEMENT SHALL BE 1/2 NCH DENSE GRADED MIX CONFER/MC 10 OSSC(HOT/APWA)00744(HOT MI%FO HOURS RUNE RETAIN O CONSTRUCTOR WORT(. DE DIRECTOR CF RABIC WORKS CITYEAMS NY CR SHOED MOO PROPER REMOVAL AND OLSEOSAL CO-9LT AND DEBRIS 17. THE ENGINEER HAS NTT BEEN RETAINED CROFEN CSATED TO PROVIDE DESK AND CONSTRUCTOR RENEW SRNCE$ ASPHALT CONCRETE(WAC)PAVEMENT).AC PAVEMENT SHALL BE LEVEL 2 MAC PER OSSC(ODOT/APWA)00744.11 AC CM'6. ACCESS TO EXISTING PROPERTIES SL REYNNFNNEO AT ALL TIMES,NOLUDIHG NORMAL DELIVERY SOME APO MAIL PRI%TO O FATAL ACCEPTANCE OF THE FAWN,DE DEVELOPER SHALL PROVE A WATER EVALUATION OF THE ROUTING TO THE CONTRACTOR'S SUETY PRECµ710N5 CR TO MEANS.4DHCOS TECHNIQUES.SEUENCES CR DENSHALL BE COWACIE)TO A ANNUM OF91%O MAXIMUM DENSITY AS DETERINED BY DE MO STµOAID SERVE,AND IF NOT STALL BE CAUSE FOR WORK STOPPAGE UNIT EFFECTIVE ACCESS IS ES1µ135FIE0. OPERATOR µ0 MAINTENANCE N(005 O DE FACILITY AND CORRECT ANY BRCUE'ES IDENTIFIED IN INC EVALUATOR. PROCEDURES REQUIRED FOR M CONTRACTOR TO PERFORM THE WORK. YETICO.TRITER AC PAVEMENT COFACTOR EST RESULTS FRO AN NOJPEMENT ESNG LABORATORY OUST BE 7. TRAFFIC CONTROL DEVICES,FLAG PERSONS ETC..SHALL BE N PLACE POUR TO IN11A1KN O CONSTRUCT%WORK AND 18. NE CONTRACT%SHALL MANTAN ONE(1)COPLETE SET O APPROVED PLANS ON TIE CONSIRUCTR SW Al ALL SHALL BE EFFECTIVELY MOWED.RECEIVED BY THEOWNER'S REPRESENTATIVE BEFORE VIAL PATENT. WME S THEREON THEY RILL RECORD ALL APPROVED DEMA11R5 N CONSTRUCTION R%THE APPROVED%AMER AS & PURSUANT TO TWO MUNICIPAL CODE SECTION 7.40.180O NON IS PERYRED&OEN THE HO/R5 O 7:W AY TO 44 UNE15 ODER%SHORN ON THE RAWNCS STRAIGHT GRADES SHALL BE RG BETWEEN ALL FINISH MADENELL AS LOCATIONS AND CRS OF AU.DIMING MUTES ENWUITERED TICE FEND RECORD RATINGS S BE 7:DO PM DAILY UNLESS°INCREASE AUTHORED BY TIE CITY MANAGER. KEPT UP10 DAT AT ALL TIMES AMID SHALL BE AVALUBE FOR NSEECT%BY DE ON OR DINER'S REPRESENTATIVEATGNS'VAND/OR FINISH CONTOUR LANES SHOW9. HOURS OFCOCONSTRUCTORNUN ON COLLECTOR AID ARTERIAL ROODS RILL RE DIVED TO E%MI TO 3:00 FM NO UPON REQUEST. 45. NO ELEVCR O FLL ROPES SHALL BE CONSTRUCTED STEEPER Nµ 2 FEET HORIZONTAL TO 1 FIAT VERTICAL(91:1V) MESS AUTHORED BY THE CITY ENGINEER.NO WORK FILL BE PERMITTED CR COLLECTOR AND ARTERIAL ROADS 19. UPON CORDER OF COSRUCT%O ALL NEW FAODTES 11E C%TRACTR SHALL MINT A CLEAN SET O RED UNLESS°Nola SHOO ON 17%ANNGS µ0 APPROVED BY DE 0:0TECNICN EN9NER FOR TIE PRINCE.. BETWEEN 100 PM AND R W µ UNLESS AUTHORED BY THE OTT DECREER. RECORD RATINGS C%TNNIE ALL AS-BUILT INOMATON TO THE EWER'S REPRESNTATW.ALL'NOMMEN 9D'IN 46. ALL PLANTER AREAS AND OPEN SPACE SHALL BE BACKFWIED WTR APPROVED TOPSOIL RI CONFORMANCE WTI THE 10. TIPRARY TRENCH RATCHNG ON ARTERIALS ANON ELECTORS SHALL BE PAVED MTH AT LEAST 2'O HOT MIX ON THE CONTRACTOR'S FEU RECORD%AMNGS SHALL BE STBECT TO VERIFICATION.F SIGITCANT EMORS OR PLAN FOR DE PROJECT.STRIPPING MATERIALS SHALL NOT BE USED FOR BACKFILL UNLESS APPROVED IN ASPHALT. DEVIATORS ARE NOTED,AN AS-GILT 9RVEY PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL LAND MONO BY THE OMR'S REPRESENTATIVE. 11. MNNUM TRAWL LANE ROTH SHALL BE 12 FEET;PEDESTWµ TRAVEL SHALL ALSO BE PROVIDED FOR. SURVEYOR SHALL BE CORDED AT THE C%TRACTgYS EXPENSE. 47. NE CONTRACTOR SHALL SEED AND WCH L ALL EXPOSED SLOPES MID DISTURBED MEAS. I RICH ARE NOT SCHEDULED 12. THE CITY RESERVES THE ROT TO ADD TO OR MODIFY'RAMC CONTROL REQUIREMENTS AS MAY BE NECESSARY TO 20. TIE CONTRACTOR SHALL CONFORM TO 0EQ STOT/WATR PERMIT NO.1200C FOR CONSTRUCT%ACTN11E5 THERE I TO BE(PING OF EAED. EFFECTIVELY CONTROLMI TRAFFIC AN TO ASSURE,1W SUETY. ACRE OR MRE ARE DISTURBED. M. ALL TAPPING%EASING WHCPAL SµTARY SEVER MANS AND MANHOLES SMALL BE DOE BY MT OF AGM 13. (50366 INOANG µT B J STRIDRN ACANIY,11E PERMIT AFRO SOUL CONTACT THE O. INSPECTOR 21. THE CONTMCTN SHALL INSTAL.MID MANTAR All.ROSION CONTROL MEASURES IN ACCORDANCE WM DEO'S EROSION THE NE MAT 1) .0 ESTABLISH A PUCE CONTRACTOR TALON DATE NOOR PTHE CITY NS EHCT W(503.6. 49. THE 00€ATTTI SHALL BOTTOM,APPROPRIATENODTO EQUIPMENT ON 11 TO PR TIE WENCH A ERN,SYWTR,UNDISTURBED 11. PERMIT NOIDR 6,DE9OURS P IOR 10 P 1 NONY TON O I MSPERTC 50.1.63 WOR C4 HOES YOUR AND SEORSS NA CR YARUAL OUTRAN BASED ANC ER09R CCUNTY STµ0AAD5 O➢E LION 9.ELDA1I1N FRE 7 AT DM TRENCH ORN TRUE S O iE NTIRONOT' HEM %PM% PLACING NE ( ) 22 ELEVATORS 910EN%THE DR/TWANGS ARE BASED%WASHNGT%COUNTY BENgYARK MIIHA AFN89,f3EVAT% FREE O LOOSE MA1EPoN5 R iWTi GROOVES FOR DE SETAE WON O THE TRENCH PRIOR TO NE TO CBIIENONG VON.24 HOURS PRIOR TO µY STAGED INSPECDR µC AFTER COMPLETING WOW(COVETED BY NE 770.00 FEET(NGVO 29),LOCATED NEAR THE COOPER MOUNTAIN WATER TOWER SURVEYNG FOR DESIGN WAS COMPETED GRANULAR REDOING MATERIAL PERII. ALL %FEBRUARY 26TH,2020 AK5 ENGNEIRIIG d FORESTRY Cµ ROVE CONSTRUCTOR STEM CN THIS PROJECT.IF 50. ALL PIPES SAIL BE BEDDED MTH A MINIMUM O 6 INCITES OF 3/4'-0 CRUSHED ROOK BEDDING AND BAD9ILLED WTI 15. A COPY 1 TE PERMIT AND ALL AlTHE AND A COPY I TIE APPROVED CONSTRUCTIONTONEPE PLAN AND CO DESIRED. COMPACTED 3/47-0 CRUSHED ROO(IN THE PIPE ZONE 01119E0 ROSE SHALL EXTEND A NOUN O 12(NOES OVER AW PROVISIONS;ENTS SHALL ff AVAV W C Ai DIE PORN ARA.NL MIRK STALL CRfOM TO 11E PRY71ERY5,T NDARDS. 21 THE CONTRACT%SHALL COODINAE W1H THE SURVEYOR RETATED BY THE OWMR R RETAN µD PAY FR 1NE / ( AND DE CITY APPROVED PERMIT ALMS AND APPROVED PLUM AMENDMENTS AND THE CITES STANDARDS. SERVICES OF A RESTORED Mt ENGINEER ONO/R LAND SUMMER LIMPED N NE STATE OF OAFG%TO ESTABIl91 THE TOP OF NE PIPE IN ALL CASES).CRUSHED ROCK TRENCH BACJOTU.SHALL BE USED UNDER ALL NOS TO BE SPECIFICATIONS.µD NESE GENERAL CONDITIONS.CHANGES TO ANY T Y E AP BE 17CRESAID MUST APPROVED BY CONSTRUCTION CONTROL AND PERFORM METAL CONSTRUCTOR ARMY$TO ESTABJR THE LINES MD RAVES OFIMPROVED.INCLUDING PAVEMENT,SIDEWALKS FORMATIONSAES BULIMNGS ETC CITY IN ADVANCE OF WON PEFgMNVO. IMPROVEMENTS AS ROCKED ON THE RANKS STAKING FOR BUILDINGS STRUCTURES,CURBS RANK RNNAO 51. R/VAµ TRENCH BEDDING AND BACRW MALL L CONFORM TO THE REQUIREMENTS CF OSSC(000T/APWA)02630.10 16. YNNTRµ OF THE WEEK AREAAND APPROACH ROADS IS THE RE9PR 11 HOL i51J OF THE PERMIT DER.THE WORK PPES/'STRUCTRES AND OTHER CRITICAL NPROVIENfi SHALL BE COMPLETED USING EWIPYMNi ACCURATE TO 0.04 (DENSE GRADED BASE AGGREGATE),3/4'-0.COMPACT RMA AAR MCHFIL TO 971 O UM DRY MAXMY MISTY PER AREA AND APPROACH ROADS SHALL BE MANTA/NED IN A CLEAN MOTION,FREE FROM OBSTRUCTORS AND HALMOS. FEET HORIZONTALLY AND 0.02 FEET VERTICALLY OR BETTER.USE O CAPS EQUIPMENT FOR C%SRUC71%STAKING O AASHTO T-180 TEST ME11100(MOWED PROCTOR). A COPY O INC PERMIT HOLDER'S CERRTCAE Cf N9URµCE SHALL BE AVOLABLE AT NE WEEK AREA THESE IWAOVEIENTS 6 PROHIBITED. 52. THE CONTRACTOR SHALL ARRANGE TO ABANDON EXISTING SANTARY SPARES NOT SOEDUUD TO RENNN N SRNCE N 17. THE SPREADING O WO R DEBRIS OR STORAGE CF MATERIALS R ECUPENT CF µ7 RID UPON ANY RABIC 21. THE CONTRACTOR SHALL ERECT AND WVNTAN BARRICADES WARNING SIGNS,TRAFFIC CONES PER RY,WAIN AND/CR ACCORDANCE WT APPNOMG AGENCY RECURRENT& ROADWAY IS STRICTLY PROHIBITED AND HUT%SHALL BE CASE FOR IWEIAE CANCELLAIIG O THE PERMIT.THE COOT REQUIREMENTS II ACCORDANCE NTH NE MAMMAL R UNWORN TRAFFIC CONTROL DEMONS(WIND)NCI AlLING 53. THE END O ALL UNN SERMON:RES SHALL BE HARED W1H A 2X4 PANTED NEE AID WREN TO PPE STIR THE Ott MAT AT ANY RE ORDER IMM%AE CLEAN-UP ANC NE STOPPAGE O WORK TO ACWWIISH CLEAN-OP. C OT R AMENDMENTS.ACCESS TO WITH N W BE ON T ALL ACES ALL TRAFFIC CONTROL MEASURES PPE DEPTH 91I11 BE WITTR ON THE POST IN 2 NCH BOCK ELI TUE IL EFFECTIVE EROSION ENROL IS RECORD.EROSION CONTROL GORGES MUST BE INSTALLED M D MAYITANFD N OREG BE IUIOMEAPPROVNT AND IN PLACE PRIOR TO µY L BE 014 CORN AC AT ALL 54. ALL NON-METALLIC SANITARY SEWER PIPING SHALL HAVE AN BECIRICNLY C%WCT'E N0JU110 12 GAUGE COPPER COFUNICE WTI THE CLFMI WATER SERVICES µD DEC REQUREMENT&THE CITY MAY AT µY TAME CRIER SHAL2S POUR BETO µ7 WOE(N THE ELACE PUBLIC RIGHT-Cf-WAY,NYTRUC TIE CONTRACTOR SHALL SUBMIT A FAIN TRAITS TRACER RIFE TIE FULL LENGTH O THE INSTALLED FIFE USNG SEEN IRE TRACER TIRE SHALL BE EXTENDED LP N10 CORRECT\(MINT AND STOPPAGE O WON TO ACCOWUSH EFFECTIVE EROSION CONTROL ALL MANHOLES µD LATERAL CLENDUT BEES TRAM MIRE FENETAAT%S NT0 MANHOLES SHALL BE WIN 18 19. PROPERTY DISTURBED BY CONSTRUCTER AUNTY SHALL BE SEEDED MTH A STANDARD CRASS MIL RHOS FLOWERS, CONTROL FLAN TO THE CITE COUNTY AND/OR COOT FOR RENEW AND IS11µCE O A LNE CLOSURE R WORK N INCHES O DE RN ELEVATION AND ADJACENT TO MANHOLE SIt11.THE TRACER MIRE 91N1 BE TIED TO THE DTP BARK DUST.EXISTING SIGNS,PAVEMENTS MARNO YµBOXES ETC SHALL BE REES-AB191FD,REINSTALLED,R RIGHT-OF-WAY PRIM. MANGE STEP R OTIRWSE SUPPORTED TO ALLOW RETREVAL FROM THE ORME O TIE MANFUL REPLACED IN LIE KIND AND YAT:TIAL 26. POUR TO FINAL ACCEPTANCE AND PARENT,TIE CONTRACT%SHALL OEµ THE PROECT SITE µ0 ADJACENT AREAS 55. N0 TRENCHES N SIDEWALKS,ROADS R DRIVEWAYS SHALL RE LEFT IN MI OPEN COUTO OVERN%T.ALL RJR 20. EFFECTIVE DRAINAGE CONTRA IS MUTATED.DRAINAGE SHALL BE CONTROLLED NTHIN THE WORK SE AND SHALL BE SO O ANY DEBRIS,DISCARDED MATERIAL,OR ODER ITEMS DEPORTED BY THE CRTRACT%'S POMMEL WRING THE TRENCHES SHALL BE CLOSED BEFORE THE MD O EACH TXIDAY AND NOW.IRAFRC AM)W ESTIµ FLOWS ROUTED THAT ADIARNT PRIVATE PROPERTY.PUBIC PROPERTY µD TEE REGEN4G ST51111 6 NOT ADVESBY PERFORMANCE O THE EGO. RESTORED. MWAUER THE CITY MAY AT ANY DIE ORDER CORRECTIVE ACT%MD SEEPAGE O WORK TO ACCOMPUTH EFFECT% 27. NE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING AU.REWIRED R NECESSARY INSPECTIONS ARE CONFUTED 56. A I N AN O 10 FEET O HORIZ:EAL SEPARATOR,MEASURED FRO EDGE TO EDGE,IS RENMED IRERN PUBD CRANAE CONTROL BY AUTHORIZED NSPECTCRS PRIOR TO PROCEEDING NTH SBSEO UIT WORK 11111%COVERS R THAT S DEMENT% WATER AND SANITARY SERER U*E5 MD 4ANOLE5 ALL PUFUC CONSTRUCTION SHALL CONFORM 10 DET AND OAR 333 21. OREGI%LAW RFOTRES FOLLOW THE RULES AERIE BY THE CRECOI UTILITY NOIFICATR CENTER STUD RUES ARE THE WOW(TO BE NSPECTED.FALURE TO RTNN NECESSARY INSPC110N(S)APE APPROVAL(S)SHALL RESULT N THE REQUIREMENK FOR SEPARATION. SET FORTH III Oµ 952-CO1-0010 THOUGH OAR 952-001-00BD.COPIES Cl'STUD RULES MAY BE OBTAINED FROM TIE CONTRACTOR TONG FULL RE9P%SIBIUTY FOR ALL PROBLEMS ARISING FROM WOW THAT HAS NOT BEEN INSPECTED. 57. PPoYAE WANK LIES SMA41 HAVE A ANON OF INCHES CLEAR AWE THE TOP OF PRIVATE SANITARYSE11R CRIB BY CNLNG 501246.1987.F YOU HAVE ANY QUESTION µOUT THE RULES CONTACT THE CENTER NOTE 2fl TIE CONTRACTOR IS RE9CNSEAE FOR%TANNC AU.NECESSARY INSPECTIONS OR NECESSARY OBSERVATIONS FOR ALLUNR MID A MIN4UM OF 12 INCHES OF HORIZONTAL SEPARATOR IN ACCORDANCE WIN TIE WR9ENi EDIT%Of ENTER 10 UTUTES SHALL BE CORRECTED AT THE EMT HOLDER'S EXPENSE O WON PERFORMED INCLUDING ANY RE-ESINC THAT MAY BE REWIRED TO MEET 9EORCATKNS.THE CONTRACTOR OEGON PRONG 9E0ALN CODE(WIC). 22. WNTRACTR MUST TREY ALL DOSING UTUTES ER DOTI VERTICAL ELEVATOR AND HORIZONTAL LOCATION PRIOR TO I SHALL PERFORM PRE-TESTS RIO 10 SCHEDULING TESTS NAT MIST BE W1KS411.TESTING MUST BE PEWRWD BY 58. SANITARY SEER PPE SHALL BE SUMO WALL PVC RI CONFORMANCE WTH ASTM D-3034,SR 35.MAIN%STFENESS START O WORN(POTHOLE BEFORE 0GCNG F NECESSARY).SHOULD COXPUCS ARISE AND REOE9G R RELOCATION 4 AN APPROVED TRW PARTY PDRENDENT ESDNG LABORATORY RETAI€)BY NE CONTRACTOR.ME CONTRACTOR IS %TAU.BE 46 PS PER ASTM 0-2412 AND JOINT TYPE SHALL BE EUSTO ERIC GASKET COMM TO ASTM 0-3212 O FAMES BE NECESSARY,IT SHALL BE DOE AT THE EMT HOLDER'S EXPENSE CHANGES MUST BE APPROVED BY ICU SOFTY F(SPOISTE E ER SO/FOOTING TESTING.ALL TESTING MUST BE CORDED PRIOR TO PETFOWNIG SUBSEQUENT ALL OTHER APPURTENANCES µ0 NSTNUT%SHALL COEON/TO THE CITY SPECIFICATIONS.ALL MORALS AND THE Ott II ADVANCE OF MOPo(PEIFOR4ANOE CONTACTOR SHALL COOIDNAE TIE WORK WIN AFFECTED UTILITY IOW A CRY O ALL TESNG RESOLE MUST BE PROVIDED TO TIE OWMT'S REPRESENTATIVE IWEEATELY UPON WORKMANSHIP ER PRIVATE SANITARY SEWERS SHALL BE INSTALLED IN COOPO ANCE NTH CPSC REOWEMENTS ACFNCES. COMPLETION O DE EST. 59. ALL PRECAST MANHOLES STALL BE PRIMED WM RESEAL RUBBER BOOTS WHERE MANHOLES KNOUT INTEGRAL 23. A 1EMPRARY HARD-SURFACE PATCH(CCU W%AC R HOT MO BASE PANIC)91A11 PLATED%TROCHES 29. THE FOLLOW TESTING IS THE WNYUM REQUIRED FOR DE MET. RUBBER BOOTS ARE APPROVED BY TIE OWNER'S REPRESENTAT\(µDE AGENCY ITN JJRBDICTIR A PPE ENT STALL $„ MINN ROADWAYS Al DE END 40 CA134 DAYS WON.NIT TRENCH, SE OR OFF SHALL BE SHALL BE NLEFT TAT µ7 TIME Wi 91BRADE 1 TEST/4010 SE/LIFT(4 TEST YNIYUM) BE FRONDED%ALL MAINLINES WIN 1.5 FEET O DE W8SDE FACE O NE MANHOLE. IN AN%SA E COUTGN.THE PRINT HOLDER 6 RESPONSIBLE ER AND IS UAULE FOR HAURDS CR DAMAGE ¢ BASEROCK ,rar/MOW 9•NFT(4 TEST MINIMUM) fi0. SANITARY SETA MANHOLES SHALL BE WAIRLMSIT TM 0-RINGORRAMKEYO%JOINTS All.NIERIR AND RESULTING FROM THE PDSEWTI%OF ME NORK L6 TRENCH BAGFLL 1 rai/200 FOOT TRENCH/EFT(4 LESS YNWM) FJUEN%JOTS ANON RIFE OPENNGS FIRE TO ff(ROUTED W1H NO-9/RINK RIOT.PPE PRETRAIIOIIS STALL HAVE 24. WORK ROWED ER LNDER 17 REMIT SHALL NUUUE RRAN O EASING FAIUTES(ROADS,DITCHES,ETC)AS LL SEWER AR TEST PER CITY/APRA REQUR0MENfi. HEOPRFl(RUBBER BOOTS. MAY BE NECESSARY.N THE CITY INSPECTOR'S MOMN,TO MEOWMEOWDETEPIORATI N R DAMAGE WICH OCCURRED IN TA7N(SSED BY NE OYREP'S REPRESENTATIVE. a, SEER IMR E 1 VACUUM LEST PER MANGLE(ON/APWA STµDARDS). TAT E55ED BY THE 0M BES REPRESENTATIVE II 1U g F Revisions and Add4mdums AKS ENGNEEPoNG d FNOSTRY,LTD SHEET ENGINEERING DIVISION SHEET 11 rN�a1MWe , Description Date No. Be 12965 SW ARMµ RD 4E NCO PUBLIC WORKS DEPARTMENT s !i '/ `' FOR CONSTRUCTOR 00n5 ° D J� R R13HNR97R2 JACK PARK SEWER REPAIR _ P. 503.563.615E MARC,S.W. MULLBLVD. 2 4 f:503.563.6152 /3125W. HALL 97223 OF A!7 WZ • aka-eag.com �VOCE 503-629-4171 •.• P FM'.' SR ENGINEERING.SURVEYING'NATURAL RESOURCES - 13 00 CMRIS6 FORESTRY•PLANNING•LANDSCAPE ARCHITECTURE TTGARD NYw WOR0D OR-0R. ov G.nv FILE NO MEWL do IX/W1/21 DESIGN:SRR I DRAWN:DRI I CHECK: JPC PROJ.NO:5703-O8I BID ON: GENERAL NOTES MEWL \ i „� , , e--- LEGEND ) I 01m4e s ,. J 'a E)US11NG p0511NG / I I 0 „�� 10247 DECIDUOUS TREE0 STael GNAW CLEAN OUT o I II (I I I 'I l / / q'Qy SKEW GRAN CATCH BASH ❑ i I k I I ,g ' H)'�A'/ - CONFEAWS TREE STUN DRAW AREA DRAIN ❑ ' I �'I I/� \ 10292 / I, / 1 \ FIRE HYDRANT A STORM DRAIN YANXDE 0 )_-1 i �� I 0 I �� ,/ I /A 070252. 010246 WATEA eLoxaF 4 GAS METER ® I\ 1 A�—T' l j�'Imw / N WATER METER o GAS VALVE ID �_,I __./, \ I ,y,,,, 'I \ " // %r / YM1FR VALE N WY ME ARLtiCR __'i- I I TAX LOT 9DpV{Al1AV I I \ /y// ,/010251 / 10245 \ I f DOME CIECK VALVE 00 UR11Y POLE / 4 l I TAX KIP 25 1 1 `�� :I I ,k ) )I // \\ \ 0 \ I l AIR RFl FACF VALE 3Yf POSER VAULT I SANITARY SEWER CLEAR CUT o POSFR 3Ncnal BOX -._ _. prso `" -- -----/'-------- ---- I I 1 I'I \ ) I / II J 1 ti 10271 SANITARY SEER NAH10E o POWER PEDESTAL —s �,Q1'1------ --'�- I ,� / ////j f// \ 11 0 SIGN 4 CONIUNCATXNS VAULT ,0 'e oI0z,4 10232E / // SIREFI ualr o CONIIINCATIONS JJNCRO!BOX I `\\ t\ ,. • ° Ilk- - --- 4 r. (tid'�./7 / / /.+3/ 010243 \ �I / / MAABO» E CONA NCAl10N5 RISER 10.W i p�I // / 10235 /, \� \\ \ 1 0 0 / Ott NATURAL� (II7/I I / / j ,o2w �-_ /,V Ewe 1 \ + / y/ / O /i�ti(- IEDIT-a-WAY IWIE - - - - \ \ \ \ \ <I 0 / /I I 1 1 I — // 1\ \\ \\\ \\ \\\ \I s000e �� PVC ►a 1 �I // �10� -- 7. /�� PRORDITY 19E -- ` FoA — \ \ 1 0 //. I'.,MC "` `= — - 1 ! /i.e / V — V DITCH - - --• - - --• —CURB I \ \ \ , \ II C 500027/FI h4Ii i -` Y �\ — � �O1o226 \ \ 01 I PO 50603 00 sDlfm -I 41,,-�--�=--slayk d's-_�//,,i� 1 7 -/— _ —. _ EDGE OF PAYOOIT - 1 1 1 / I I Rm z- /500a6* (E7 /e`,� �- ^ i!/ a 0` — _ --- FASE1gR mo I \ I I / 50007 0 •ROT 1 /� '7 — !_ ` 1 I / _' — — _ FFMMCE EWE o _ / I \ I I / / / �.��• / \ '--- - _.- _I L\7� (RAYS EDGE I I I / / W ,! �, Nit 2069544 `3 I - -L / }'` I I TAX LOT 4600 / : \�_, (B ply _ _ _ POWER LNE °"'- -'e_ `� I TAX MAP 2S I RERAN A 4• I E N: 195,79(11VS) I / \ __ _.d._. _. .-_ ,C ` I I 4/ `� EWT:194.N(10'NE) OENREAO RITE - -_ / �- I '1' Y 'UNABE TO SEE EAST PIPE I CCNNNICARC NS UNE - _ _ -_3,_ __ - -.„- WATER SPIr♦180ER_ `/ 1I I 10278 `I' `I', ' aMw a)' BADE io sEE sWTNKST PIPE \. 11 `• 'y ` �\`� I 0 F IRucER aE1x 'MEASURE DONE FN01 RR 10 BOT1W RING 134' l \ / FIBER CPTIC UNE _ __ __ _�o- __ -_ _,�_ \'',,, I I I ROT 4I% m m 1/ .1 'V I 1 STORM DRA9N ENE - - - -+e- - - -v- 1 1 \ PLOT 3 / INERAND N II TAX LOT 6300 .1 SANITARY SEWER LINE - - - -w- - - -Ps- 1 \ I' i'```. /,e" I 4' �' ��` / u� AREA 11 TAX MIP 25 i OMB \\ WATER LWE W W `► IX 48 I/ I HMS- /AP �`�� 1 t- FED WORE WAS CONOIR:IFI)FEBRUARY 261H.2020. I 4$6 I I I I 2 VERTICAL DATUM:EIEVAIONS ARE BASED ON WASNNCTON COUNTY RENCNMARN NRIBER AJ6189. 7REE TARE 7REE TAaE IEEE TAitE MLIIAU B W '� _ ` • I I 1 LOCATED NEAR 1HE COOPER MOUNTAIN WATER I / 10218 \ TOYER EEEVA1X)N-770.00 FEET(NCYD 29). TAX LOT 800 1FEE NWBER TYPE DEN OIL) TREE NIA$N TYPE cal(R) TREE NUMBER TYPE DEW(IN) I I �' 4' 11 I O�' \10217'. TAX MAP 25 I CURB J NOR¢CNTAL DATUkA LOCAL DATUM PLAN DERIVED / ^` FROM STALE PLANE ORE*tam 3601 10215 DECIDUOUS 7 10244 CEODUWS 7,6,9,11 10368 DE0WD6 6 I 4• 'F /y. \ •-T ''''A I �./ BY 10ZI8 OEmU0115 7 10245 oECSM10U5 4 7 10369 CONIFEROUS 1i / ON10365 •✓ ` \' I "*m, I // 1 OF F,PROECT MEAN GROUND C00 tI SCALEMULTIPLYING FC T 10217 OECUUOUS 7 '� W g I/ a 48.' `�.I I / / A P1.0001T MEAN T A CE 1RAL PR T FACTO? 10218 OECJW WS 4 14 10370 DECIDUOUS 26 I / IX 48'02 l // COORDINATES FORT STAl PLANE(RUT PONT NTH ,1. Qo ) E 20202 \ L i 102I5 ! COORDINATES N651276.1440 E7610277.1250 AND A 10218 DECIDUOUS 6 10247 OECCUOUS 22 27 10371 OOIJRN115 23 /2 III 0 N. 0 BANE COORDWATES QED FRO/CPS AIE 10224 DECIDUOUS 8 50000 00000U5 4,4 110370 SI. N OBSERVAWIONS USING THE 1RIINE YRS NOW 10248 DECIDUOUS 19 11.^: ID278 NEDAaIX.DISTANCES SHOWN ARE INTERNATIONAL 10225 DECIDUOUS 14 10250 DECIDUOUS 7.8 50001 CEf770005 5 I I �`., ' 71,4 0 FOOT(REND VANES. 10226 DECIDUOUS 7 10251 DECIDUOUS 6 `A002 �CUIIOU' 4 I I$ \ \ , 3 4. INS IS NOT A BWNNRY SUREY TO BE RECORDED 10230 DECIDUOUS 6 50003 CECOUWS 4 1/ v4 Wni THE COUNTY.BWNDARES ARE PAELINiMY 10252 DECIDUOUS 9 •\, AND SNOUID BE CONFINED NM 1IE STAMPING 10231 DECIDI10115 7,7 10279 DEMOS 13 50001 LECENg115 4 N 010.371 1 00'N " \ OSURVEYOR PRIOR TO RELYING E90N OR CONSTRUCTION. ON FOR DETAILED 10232 DECIDUOUS 8 10292 OEfJDUWS 6 50005 DECEAIWS 3 �` g Y +\�, 10233 DECIDUOUS t2 14 tOJ54 DCWDIS 14 12 50006 DECIDUOUS 3 EASEMENT\Li"-- `,\ \ 5. CONTOUR NIERVA IS I FOOT. N 10235 DECIDUOUS 8 50%7 DECIDUOUS 3 •gp PER Ry�Y` �\ 6. Pas will DANDER a 3'AN 0EA1ER ARE l� 10355 MECUMS 6 „ \ SHOWN.TREE P€AT SERE MEASURED OWING 11 1NJB DEMONS 7 10356 DECIDUOUS 4 4 8.7 5111108 DEL70u01R 4 PLAT TAX LOT 700 `'� s, A DIAMETER TAPE AT BREAST MFKRT.NEE SCALE: 1'=10 FEET TAX MAP 25 t 03® F#ORMA1KM IS SUBJECT TO OWN UPON 70237 DECIDUOUS 6 ARBCNIST INSPECDON. Di 10358 DECIDUOUS 6,7,4 4 10,14 II.12,13.15,15 • MIN , if 10178 oErnuWs 7 N� 10 MR 7. IETLAND BOUNDA10ES SHOWN SERE DEL EAIEO BY dp - 10361 DECIDUOUS to ewe&P.Vf son ff,N• I ANS EREIEEARIG&FORESTRY,I C 01 FEBRUARY 000 10243 DECIDUOUS 10 10366 OFm0005 8 B 2614 2020 AND NFIE PROFESSIONALLY ANYYID �q I R. POTENTIAL ADDITIONAL EASEY[N1S MAY IE PRESENT il 04/0.1/1020 II SUB.CT AREA.AND MAY NOT IE SHOWN. REGISTERED A I PROFESSIONAL Revisions and Addendum' A(5 ENI2NEDIWG 8(CRE51RY,LLO SHEET LAND SURVEYOR ENGINEERING DIVISION Description Oslo No, By 12%5 Sw HERIIAN RD SlE 100 F TUALARN,OR 97062 PUBLIC WORKS DEPARTMENTil 0001 2T GSM FOR COxSIRuclx7l CR/15/2020 0 'PC P: 501563.6151 ��t HARED.S.W. ARIL 722 JACK PARK SEWER REPAIR 3 F. 503.5636152 D PENCE), 0OREGON3-B39'477I ORE 9,2 YI{!-el9.comi MICE:503-BT9-4171 OF JANORE 9,700) FAX' SOU-814-0757 71 x x70 205 ENGINEERING SURVEYING•NATURAL RESOURCES TIGARD N.N/y )-�,000 — }M RENEWS,8/70/20 FORESTRY•PLANNING•LANDSCAPE ARCHITECTURE _ FILE NO DESIGN: -- DDRAWN:CTHICHECK: NSW PROJ.NO:5703-081 BID ON: EXISTING CONDITIONS k i y > $gyp g `a .i,�tlk`' " It, TEMPORARY POJESiPoAN c •'6. •V,YIF „e g 1 Y S �,. , PATH CLOSURE 1 r. X LOT 90000 • y ,,f,,, - .w a W �`�C/L! , tt TAX MAP s < ,. ,`�$+" :.' y Q _� � RFLLW000 TERRACE APARTMENTS :3 • • /-7 '' CONSIRVCPON ACCESS At ,� I •.Ate yc'..-_1 H NA SW WALNUT ST �� �«4 P �/ a 'z `x' -'Fy ,. S:.. AND SW 12M1N AA i y `, + > ` - co PRUNE(REFS AS RECUREO S �_ Y MANHOEE y � TO BETREHABUTAIFD s4" '*- TO FACDTATE CONSTRUCTION ACCESS viv .. +'-..' A,4 # `+•- SEE TREE PRUNING NOTES SHEET C031. � ` d y CONSTRUCOCN STAGING COISiRUCTgN STAGING " • A MANTA 18-f T YIN DRIVE NSIF TEMPORARY PEDESTRIAN +T.:; IN K:Y " 1 PATH CLOSURE -e= A TAX LOT 1 WA Tax MAP 25 1 OAA JACK PARK qq' wW A jyr A lye ttrio o • ' { '�at (.7 Oct*v 1 ` ' , C 1 k' a . { ) ALTERNATE PEDESIRIAN ., k ACCESS NA T`iWAN STATION :11 e, IliT -, t . 4 !I • a 4- r tff •ilimi.,4I4r. ; N ALTERNATE PEDESTRIAN A r 7, ACCESS NA SW 1281H AVE ?!' w _. — !c. . , . 77 I v yyOf' 74' 1 r t , Y a '� ;$ N h..' ,1 ,+k • IF, sFj 0 Revisions and Addendum 129 ENGINEERING&D FORESTRY,LL�� ENGINEERING DIVISION SHEET to 0•'4�a r Deem ns Date No. By PAWN,ENGIOR NG F 5�1� PUBLIC WORKS DEPARTMENT C003 E -� a =ED FCR COLSTRUCIIOI 06�15/2020 0 'PC P 503 5J 8151 /3125 SW HN.0 BLMD. JACK PARK SEWER REPAIR SCALE: 1��40 FEET 7/ F: 503.583.8182 IJGARO. ORECON 97223 OF g^ �= IT�'; 2 du-mgcan VOICE 503-639-417I —E ».�`�?`� ENGINEERING-SURVEYING•NATURAL RESOURCES FAA, Sa3-62/GOv13 W ae9Nr PAGF St le b N CHRISt SP TIGARD NUW.IICARD—OQ.G1pM FILE NO NHIEIGNY•PLANNING'LANOSCAPE CHECK:ARCHITECTURE SITE ACCESS PLAN AFI[WAL RAT[:up1/11 DESIGN:SRR I DRAWN:ORI I JPC PROJ.NO:5703-0131 BID ON: I /� LEGEND i 1OD0 EYJEMEN / O 1021E ( SEINER EASEMENT-� EASING GROUND CON70Ut(1 FT) / I iI ' 10247 PASTING GROUND CCNIOLR(5 FT) TAX LOT 90000 ( 1 yt I I / 0 EASING corcm°"s TREE * TAX YIP 2S 1 04AA ' ' I /' I ,/ POSTING DECIDUOUS TREE 0 BELLWOOD TERRACE APARTMENTS '1 It 010292 I I r v I,\ Oiozsz / 102+6 TREE REMOVAL X X \ 4 '� ,../....'''''''' 1\\T-T>/ )\..... 10250 O DISTURBED AREA LIATS - — — — - )I \\ / TREE PROTECTION FENCE _ �, _ 1 11 ) I /.// / r,u1msi ( 01as4s (m¢PROTECTION AREA) / 1_- 1� 1 ( I //)/I / - RADIUS PER I-N OF ) ( CPTWAL TREE ROOT ZONE ( ' �\ / (1 FT DUI 10235 I ‘ � x ‘ � i11 �R 10236LeETATED .. \ \ ] g t / � i,4 ?// i,i1 / - )\ / \ \ �� � \ r ill 1 I� _-2C IOw4 -� /�l�/ I jI � / ) � I• v \1 � / soao0 CV � V / I 10226lj/4/ ' t — il � i =� 5°°02 ' �a I �I A 14,1 1 / �, ,yLa � � _ �'` _/—� ��t 1 � ; j i:YO.DD•E%ISTNGI N �—• 1 / / /5 . r — _ —ti ,� / `1 ti \`/ ` t / L' SEEER EASEMENT I I // y\ \ I // / i - _ I- -1_°\/T - _/ Sam? '' / ,//// / V'N.. i Y I -� // 11 � ]' i 1 i / II �. 10279 il :O.CO'ExGTING �"' �i 1� \ / '�� I o ,�,ER EASEMENT iN i ��� / I vl KIWI=MR I TAX LOT 6300 1 t S. / '`•. ` I ono \ TAX YAP 2S 1 aim P. t I �� ���, / 1 ._, / //�i// I ' 1 / REMAND r I ANCHOR POSTS SHOULD BE / / #� :Ay A /�!(o� BOUNDARY(tom 1 MAIM 2'STEEL U OWNEL WHET NSIBLE RAGGING / \ \ 1 / >. \ m 2 1/2'DIA.TUBING m . !t 0.G YAX N ATTAGE➢TO TOPS OF o i° 1 1 �1p,1m \ I� / \ 1 N/// \ I 4-XC Me 6•IN LENGTH : ANa�5IUM P�OSTSc� ' I CALVANhD w&E u 1 �` �� / I �_ / A N ANCHOR POSTS MUST BE INSTALLED I I ! I �10218 TO A DEPTH S NO LESS TNAN 1/3 / �'� 1 THE TOTAL HEY1T OF POST 10217 TAX LOT 4600 10368 IW= . e 1 O MU,@ TALI YAP OS 1011A // \ \ "'� I. METAL FENCE FOR TREE PROTECTION DEVICE,LILT. JACK PARK O %,q, 4. /' I ) TAX LOT 600 a MID OHMAGE TO CRTMAL ROOT ZONE CO NOT DAMAGE OR SEER LARGE ROOTS WHEN INSTALUNG POSTS. 7/ziri �� / - - V� TAX MAP 251 OAR 3. CUE SHOIAD RE MANTAHEO THROUGHOUT CONSTRIICTILN. 01DZ15 TREE PROTECTION FENCE i 10369 10370 \. 1 1D216 O JY�c 4,4 gi % I0371iN‘ 'IF`.0' 112 O I \ '\ 1k \� PM N ii CI HI II II II - 1,1 //�0 I"A ReviSiona and Addendum AK5 EIdIDNNG d FORESTMOO ?G1Ml! DeriptionDate No. By 12965SE MERMANRDSTE PUBLIC WORKS DEPARTMENT SC030 RR1 / . ,54/6 ER ,� SET ISSUED FOR Adele CTIGN m/15/20200yCTUAUTN CR 97062 SCALE: 1'=10 FEET I /,� / - P:503.563.6151IJI15 Sw. NV1 A19. 5 y :501583.6152OREGON BL IJ JACK PARK SEWER REPAIR E 1.1/1 riA- , du-mgcom VOICE.503-639-4171 6 10 1111 MEIN 0 2 5 II ® IR,' ' ENGNEFANG•SURVEYING NATURAL RESOURCES FAX: Sal-6T4-o]SY _ OF 13 p5 oaauL ME gm II'.2C BRUCE R. BALDYNN o CNR ISS\' FORESTRY•PLANNING•LANDSCAPE ARCHITECTURE TIGARD mg.IlCARO OR GOM FILE NO EE MMELLD12II/31/21 DESIGN:SRRIDRAWN:OR/ (CHECK: JPC PROJ.NO: 5703-OSI BID ON: TREE REMOVAL AND PRESERVATION PLAN =O E MIRE A-MM MIMI OM 12/31(20 TREE PRESERVATION NOTES: GENERAL NOTES: I 1. THE CONTRACTOR SHALL PROVIDE AN ADEQUATE CREW OF PERSONNEL.EC/ANENT,MD PLACING MATERIALS FEAR TREE MATERIALS TO SAFETY AND EFTICIENILY COYPIETE TIE ASOOLED MORG EACH SUCH CREW • SHALL NOVAE AN NOVOUAL MHO SHALL BE DESIGNATED AS THE CREW SUPERVISOR.BE 1. NO PERSON MAY CONDUCT ANY ACTIVITY INN ME TREE PROTECTION AREA CF ANY RESPONSE LE FOR DE CREWS ACTINIES,RECEIVE NSIRUCRNL MIN TIE DINER CR THE Detailed Tree inventory for lack Park Sewer Repair TREE DESOLATED TO ROIAIN,INCILONG,BUT NOT LI*TED TO,PARINGU EQUIPMENT, OMNFIES IEPRENNTAIIYE,MO DIRECT THE CEW TO ACCOIPUHI WI NNE PLACING scums,STORING BUILDING MATERIAL AND SOL DIPOS15,DUMPILG CONCRETE MS lee No.s7Dtae-Enema date.DS/Da/xgxD WASHOUT. 2 MHENEER A TINE,STICH IS NOT SQIEDOID TO BE REMOVED,MUST BE TRIMMED OR PRUNED.THE CONTRACTOR SHALL ENSUDB/I Avg.Crown Tem Species IMMO Nmdae GUT UNDER THE DIRECT SUPERNSON CFINA CERTIFIED AMORIST.ALL PRUNING ADDED THAT SUCH TONING AND PRUNING IS T.leY i Gehl Raged(M1 Cormai cane lkimriit name l Cements at. wmeve7nesenr AITAONERTS TO TEES ksg' mine' MINING SHALL BE PERFORMED N ACCORDANCE NTH TIE PRON9CN5 O N9 AOW 10215 Deciduous slot Evaluated by are/hoist Panne 'STANDARD PRACTICES FOR IEEE,SHRUB AND OTHER MOODY RANT IANNTFN/NCE. 10116 Deciduous slo,Evaluated by an Mmrlst native 1. DUPIG CONSTRUCTION,NO PERSON SHALL ATTACH ANY O&ECT TO ANY TREE OESGNATFD f021] Deciduous Not Evaluated by an Armrest Preserve FOR PROTECTION. 3. UNLESS AS OTHERW9.ONECIED BY DE OMNER,ROOT BALLS FROM TREES BEING 10219 Deciduous we Evaluated by an Premise IEWND SHALL BE COMPLETELY IEMOYED UNLESS THE ROOT REMOVAL CROSSES ONTO 1022E Deciduous Net Evaluatedibyan Arbast Prvve ADJACENT Sl.aPROPERTIES B OR WOAD ES TREES BEING CAUSE D JI THOSE GASES, 10225 4 Dmidno, Net Sagami p../bast Omar. OWING WAR mom 1HE STUMPS SHALL BE GROUND AS ENECESSARYP100450 AS NOT TO CAUSE DAMAGE TO 111E 10226 Deciduous API&Mead by en/Moan Awn* ROOT ZONES CF ADJACENT TREES TO BE PRESERVED ON THE SSECT PARCEL OR 1ox3a Deciduous NM Evaluated ben/bar Preserve 1. THE('BADE SHALL NOT BE ELEVATED OR REDUCED ITIN TIE TREE PROTECTION AREA OF ABUTING PARCELS STUMPS PEAR PROPERTY ONES SiA.ALSO BE GROUND AS 10230 7.0 Deciduous ar Evaluatdb an Arbo0st Preserve TREES TO BE PRESERVED WITHOUT THE PROECT 4)011 AMORISTS AUTHORIZATION.THE PROECT NECESSARY SO AS NOT TD CAUSE DISTURBANCE TO ADJACENT PARCELS IOx3i 8 Deciduous Not Evaluated pan//wise Pres„v. ARBCRIST MAY ALLOW°WEDGE OF LP TO OE HALF OF THE AREA OF THE TREES OP 10233 I1.14 random Not Evalwtdpm/beaist nerve TIMAL TREE ROOT PROTECTION ZONENM 0011 SOILS(NO CLAY)TO THE walls 4. THE CONTRACTOR SHALL PERFORM ALL WON N ACCORDANCE NTH 71E LATEST 10235 a Donnas Not Evaluated ppn/Swint Preserve DEPTH NECESSARY TO CARRY OUT OUTING OR LANDSCAPING CANS,IF IT MILLNOT GOVERNMENTAL SAFETY REGULATIONS AU.NORK SHALL BE FERMAT/ED N STRICT 10236 7 Deciduous Not Evaluated pan aborhst Promo* IMPERIL THE SLIM&CF THE TREE AERATION COKES MAY BE REQUIRED TO ENSURE ACCORDANCE YAMANS 213.11'PRUNING maw,REPAIR/1G,MANURING AND 10737 6 Deciduous Not Evaluated by an//what Mame THE TREES 9URNVAL REMOVING TREES AND CUTTING BRUSH-SAFETY REOAROFNIS'TOTH SPECIAL EIPHASS 10238 7 Dmidhus slot Evaluated b an nbwhst Preserve GPO TO THE REOUIRDENT THAT O AL ONLY NAFED LINE-CLEARANCE TREE MINERS BE 10243 10 Deciduous Not Mimed ban Aahwlst PTesease 2 F ME GRADE ADJACENT ICI A PESER1ED TREE IS RASED SUCH THAT IT CORD SLOUGH A5BL TO MORK ORERE A POTENTIAL ELECTRICAL HAZARD RESTS lOxa ],9,f,11 Omidueus Not Evawtd by an Maoist Preserve OR ERODE INTO THE TREE PROTECTOR AREA IT SINL BE PERMANENTLY STABUZED TO • ota Mt Deciduous Not Evaluated ban Ar nhwist Preserve THAT SIFTOCADON OF TIE ROOTS 5. THE CONTRACTOR SHALL MANE AIL THE NECESSARY ARRANGEMENTS MTH ANY UNITYI• 0245 f,u oaiduun Not nd,tatd by an bast Preserve THAT MUST BE PROTECTED OR RELOCATED N ORDER 10 ACCOPUSH THE WORK ME Iota 12,17 beldam satEvsi,md ban//wise Preserve PROTECTION ME APRICANT SHALL NOT INSTALL AN IIPEANOUS SURFACE MTIW RE TREE CONTRACTOR SHALL BE SXFLY RESPONSIBLE FOR THE PROTECTOR Cl'THE OPERATING PROTECTION AREA ITDUT THE NIIHOIZATKN OF DE PROECT ARBORIST.RE PROJECT CONDITION CF ALL ACTIVE UNDIES M NN THE AREA OF CONSTRUCTOR AM STALL TAKE • 102411 If Deciduous Not Evdund ban Aebad ammo AMORIST MAY RECONE SPELIRIC CONSTRUCTION LEI HES AND/CR USE OF AERATION All NCLSSARY PRECAUTIONS TO AVOID DAMAGE TO EXISTING MITES. 10250 ],s Deciduous Ewe Evaluated benAbase Preserve DENIES TO FNSUN THE TREES SLRMVAL AND 10 OWE TIE POTENTIAL FOR ROOT 10251 6 Deciduous Net Palmed by en Arhast Preserve INDUCED DAMAGE 10 DIE WPERNOUS SURFACE 6. ANY IMMIXRESULTING FROM THE RIMMING CR RD4OVAL OF ANY TREES SHAD.BECOME 10252 9 Deciduous Net Eva sated byan/Moist Preserve THE RESPCNSANUTY CF THE CONTRACTOR TO DISPOSE OF. • 10279 13 20 bah liwth,,ow.1 MinMkPruned brunch.;Codoninad nth included bark Good emend MOO 1 2 Pram I. TO DE GREATEST EXTENT PRACTICAL,UTWDY TRENCHES SHALL BE LOCATED O/TSDE OF 10292 6 • Deciduous Rot Evaluated by an//Drive Praerse IRE TREE PROTECTION AREA TIE PROJECT ARBOOST MAY REQUIRE THAT UNITIES BE 7. HAZARDOUS TREE REPORTING ANY PERSON ENGAGED N TRUING OR PRUNING INC 1035e 1L11 la Coolish Hawthorn ICaio.00sb.da0M I Cadwnwant with included back Proved suss;small Males 2 2 Remo RINELED UNDER THE ROOTS OF TREES 10 BE RESEED F DE PROTECT AiBONST BECOES AWARE CF A TREE OF DOIIIM STRENGTH,TNAT COULD BE DANGEROUS TO 10355 a 7 En0ish Menem!Memo.loevigeb I Crooked bole 1 x Preserve DETERMNES THAT I ENCNG WOAD 912IFMANTLY REDUCE THE CHANCES OF ME TREE'S PERSONS AND PROPERTY,SHALL REPORT SUCH TREE(S)TO THE OSIER CR THE OSIERS Trig S.U7 17 Entllsh Hl.0oan(Cratawas belaab I CndonNwntdth included back I 2 reserve %NAVAL REPRE ENTATIE SUCH TREES SHALL INCLUDE THIOSE THAT ARE OYEA MATIARE,DISEASED, 78,15,13,11, CR 910*0 SONS O DECAY OR OTER STRJCTIRAL RFA1lNESS 10350 10,6,9.10,12, 9 Mad Cottonwood(Popuhe fr*tn pel Codaninant win indudd bark Cavity with deny and lass In base el two team 2 2 Preserve 5. TREES ANC OTHER VEGETATION TO BE RETAINED SHALL BE PROTECTED FRC1 EROSION AND Is SEDIMENTATION.CLEARING OPERATIONS SHALL BE CONCOCTED SO AS TO DPOSE THE & TREES DETERMINED TO BE A HAZARD SHALL BE REMOVED AS 500N AS POSSIBLE 10361 10 I) Ash INN*M I Cdormmnt nth Induced hark&d.,Branch AA decay;Pruned branches x 2 Preserve SMALLEST PRACTICAL AREA CF SOL FOR THE LEAST POSSIBLE AMOUNT OF SE.SRUBM 1036 a 11 th(ia l.o,ue.A nand harsh;Dead brand 2 1 Mean GROUND COVER AND SNIPS SHALL BE MAMANED TO CONTROL EROSION,%HEE 9. DAMAGES ANY DAMAGE CAUSED BY THE CONTRACTOR,NCLUDNG,BUT NOT UNITED TO, 10314 6 Deciduous Nat Evaluated b an,*mist Preserve FEASIBLE.NERE NOT PASTE,APPROPRIATE FR09CN CONTROL PRACTICES STALL BE BROKEN 9DE1'W(,CURB,RUTTED LAM,BROKEN WATER SHUT-CETS IRE DAMAGE. 10369 11 • Dedduws Nat Evaluated p an Arbnriat Preserve 1PLElEN1ED. BUILDING DAMAGE,5IRELT DWAE,ETC,NU.BE REPAFED OR REPLACED N A TIMELY 10370 26 • Deciduous Net Evaluated by an Maoist Preserve MANNER TO THE OMHER'S SATS'ACTOR,AND A,COSTS PAD BY THE CORACTOR. 10371 15 • Coniferous Net Preheated by en Arbast Preserve 50000 M a Polish HawthornlCrdbgmbedppes I ft... ADOT0NA REOARDEILTO TO. ANY BRUSH CFARNG REQUIRED MINN 11E REE PROTECTOR AREA SHALL BE 50001 S 7 radish Hawthorn(Memo.beWgale I Remve ACCOMPLISHED WTI HAM OPERATED EMINENT. so0oz 4 7 English wwthwnitaaroausbewgaeoi Rannve 1. THE PROJECT AMORIST MAY REWIRE ADDITIONAL TREE PROTECTION IEASIAES WAN ARE 50001 4 7 Esgli,h Hawthorn[Llamas brawonl .. Remove CO WSENT NTH ACCEPTED GRAN FORESTRY PRACTICES 11. TREES TO BE REMOVED SULL BE FELLED SO AS TO FALL AWAY FROM OPTIMAL TREE 50003 4 7 English Harahan[Llamasber:oabl Remove ROOT PROTECTION ZONES AND TO AVOID FU1NG AM BREAIOIG Cl'ROOTS TO REMAIN. 50004 B 7 English Hawaiian Wamevu5 begone II Rome D/EC110NA FEWNG CF TREES SHALL BE USED TO RAID DAMAGE TO TREES DESRNATED 300N 3 7 English Hawaiian Marmon Angina I Remove EXCAVATION VIM IPTIMA TREE ROOT PROTECTOR TIES FOR RETENTION. 30007 3 7 English Hawthorn E aMeanlanta a) Renmle 1. EXCAVATION N 11€TOP 24 WOES OF SOL N THE MEAL TREE ROOT PROECINN 12 ALL DOMED BRUSH AND TREES SHALL BE RELINED FROM THE TREE PROTECT N AREA 50008 4 7 English Hawthorn(Cratorauybnda*I Remove_ ZOE SHOULD BUN AT 11E EXCAVATOR NNE TEAT IS Igall TO THE TREE OTHER BY HAND CR OATH ECOPIENT STAGED O TSDE OF THE TREE PROTECTION AREA TMrWdg.ryTdeshtaawi.d.a EXTRACTION SHALL OCCUR BY LEONG DE MATERIAL OUT.NOT BY 9(DDNG IT ACROSS 2 THE EXCAVATION SCUD BE DOE BY HAD/9101EL CR WIN AN EXCAVATOR NE A ME GROIN. Imam eIRRIMa O.re Trasea PERSON NM A SHOVEL PRIMO SHEARS,AND A PR1NRO SAW. Total Aoi Pining O000..,en bbPrnerW-3S 11 F TEMPORARY HAIL OR ACCESS ROADS MUST PASS ORR TREE PROTECTOR AREA A Tool♦rd Existing Mite Trees to be Oramei t0 1 F DOE BY HAW,A11 RI015 I-INCH DIAMETER OR LARGER SHOULD BE PRUNED AT 1N ROADBED OF STEEL RATES CR 6 INCHES OF MULCH,CR 6 RICHES OF GRAVEL SHALL BE EXCAVAIKR UNE. PLACED TO PREN NT SOL COMPACTION F DEIEROIND NECESSARY BY THE PROJECT AMORIST.TIE ROADBED MATERIAL SHALL BE REPLEMSED AS NECESSARY TO MONTAN A INTA°est" A F DOE NTH AN EXCAVATOR(MUST LfELY SCENARIO).TEN THE OPERATOR SHALL I-(NOR DEPTH. 1=Good cicalas.Alley net vehi bits typical Idiage,baHe and mot d,aracmaisIo,Eva its respCUse semi es,shoes no Ness of Inaction o infestation,and has a hips level dvisa Old ei ONOSTART THE OUT AT THE EXCAVATKN IRE NO C NEFULY'FEEL'FOR ROOS/RESSTANCE. 2 laic Health.Atree that exhibits some abnom.l health characteristics and/w sheen sus signs glade am or Inhalation,but nay Inc armed or abated wiu,supplemental trarsmt. WHEN TOE IS RESISTANCE,TIE PERSON WIH TIE SHOVEL HARE DIGS AROUND ME14. PRUNING DE CONTRACTOR SHALL CONSULT NTH THE PROECT ARBOTST PRIOR TO ANY 3-Pool-Welds'A Pee net is in sipdfcam dame,to the extent that supplemental realms/would not Ilkde melt in,e,esing w alining its Owli,. ROOTS AND PRUNES TIE R0015 I-NCH WAIVER CR LARGER. PRUNING ACTUATES NECESSARY FOR CONSTRUCTION ACTUATES.Al PRUNNG AGITATES SHALL BE PERFORMED IN ACCORDANCE NTH ANSI ALGA PRUNNG STANDARDS PRUNING rsmde.IMiom 5. THE EXCAVATOR IS TO ROAN CET RE TIE TREE REDS TO BE PRESERVED AT All TINES SHALL BE COMPLETED PIER TO THE START CF CONSTRUCTER ACTUATES 1=Goad Structure-A me that melbts typical physical form chars aerisla,for Its respective spores,doses no signs of seuttural ddeas of the canopy,bunk,and/or reed system. 2-Fair Strome•Abn that retsina some abnwml phralsal loan MaradaISao and/or some sips olMut oval diets,ahi ch reduce the strucheal(nte0ity of the tree,out are not indicative et imminent I. ALL ROOTS SHALL BE CUT CLEANLY WIN PINNING SEARS CR A PRUNING SAW. It CUT MINCES AND ROOTS NM%TARP PRUNING NSTRUIENS TUT DO NOT CHIP OR phyiical fall„e and n.y be aerated,sine arbor IOW.,Waimea m.Nod,. TEAR. 1=pow Structure•A tree that antis exte,sivelyabnw,rel physical lows daradeldas and/or significant seismal defects that substantially reduces the structural viability of the tree,cannot handy be 7. THE PROECT AMORIST TEST BE ON STE DUPING ANY WON CHIN THE TREE IA. FENCING SHALL BE INSTALLED PRIOR TO ANY CGNSTRIIC110N ACTIVITIES NODDINGBIT abated,and are lndinnvealmnnanephy,IM failure. PROTECTION AREA NOT UNITED 1G CLEARING,GRADING,EDCAVATCN.OR DO/CUTER MiE,AND SHALL BE REMOVED ONLY AFTER TIE COMPLETION OF ALL CONSTRUCTION ACTUATES,NOLDING dam: LANDSCAPING AND RRIGATON INSTALLATOR. Moats an ban specialise oho medlar education,knowledge training,and fPelenceha amine trees,recommend measures m enhance de hash of bees,and ahem to reduce the rake(living near trees.The Client and loasditg to may choosey,accept a disregard Me retornmendations of the admist,or seek addio oral ade re.Moans cameo detect emy condition that could possibly lead to the 17. TREE PROTECTOR TENCNC 9IALL BE RUSH MIN 1NE INITIAL UNDISTURBED GRADE zoomed failure of a Ma Tee reliving organisms that fail in terms ere do not Tully wdesond.Comities are often hidden within trees and below pound.Arbaaiso cannot(paranoia that a Pee will he healthy or sale under all circumstances,or b a specified period of Imo.likewise,aeadiel moments,like medicine,canner be guaranteed.TO,.ran be managed,hut they cannot be contra d.To live near ben is to accept some degree arise lhe only say to die into all risk associated with trees i5 to eliminate all trees.Miner this author not AM Menem mg forestry,Lit he se assumed any responsibility bar(lability associated with the tree m or adjacent to III she. At thecanpl don of construction,all bees should ma again be aimed.land clear-Ina and removal of aliment bees can mooselared ously unseen defects and otherwise healthy frees ran In named during tmatrud an Y R C IR Y AR )3 gg7M6 fR IF $0 1' .,V"1 Revisions and AdderMMITS ALMS FNOIEElI1G E FOESTR4IS SHEET �'y ciR/ i DescriptionDate No. B 12965 SW HERMAN RD SE 1 ENGINEERING DIVISION C031 e eY PUBLIC WORKS DEPARTMENT 1N i .• NALA1N,OR 97OR2 L Z. SET ISSUED FOR GC SIRICTOI W 5 0 'Et`�` y;� R 503363.6151 13125 S.P. HALL DLYD. Ri /tiTie,. F: 501563.6151 GV D, oRFGGN 97YT3 JACK PARK SEWER REPAIR OF 9 /3}y9,�p ak9-en.Cam VOICE:503-E39-4171.199�' g I. }} 13 • . ak.' ENGINEERING•SURVEYING•NATURAL RESOURCES FAY: 503 EON OV 4,7TTGARD wwlNrm„wo-ar.cov d BRA BLLDWIN FORESTRY•PLANNNG•LANDSCAPE ARCHITECTURE TREE TABLE AND NOTES FILE NO OMM Oft �,ai Watt Powaie AEIWAI OAR,11/31/21 DESIGN:SRR I DRAWN:DR) I CHECK: JPC PROJ.NO:5703-08I BID ON: TAX LOT asap / LEGEND \` TEMPORARY PE061PoAN TAX MAP 25 1 04AA EX151NG GROUND WLITOUN(1 FT) PATH CLOSURE ENSING GROUND CONTOUR — N10UR(5 FT) J50—__. FINISHED GRADE CONTOUR(1 FT) _ FINISHED GRADE CONTOUR(5 FT) —345 TAX LOT 90000T EKE .9. .s. m, TAX MAP 25 1 04AA WATTLES — — BELLW000 TERRACE APARTMENTS ESNR✓8ED AREA LASTS TREE PROTECTION FENCE OUNCE CONSTRUCTION FENCE j ,� OEWAIEANG PUMP DISCHARGE SINE - Q ~ "`• 3 gENNAO FLOW DIRECTION Fz n IV n � CRWIA PROTECTION(OAK MATSu15 OR EQUAL) 3 ,\\� CO En TAX LOT 4700 -4 1 TAX MAP 25 1 04M 2 1 VS • CO TAX LOT 4600 m • • TAX MAP 25 104AA m JACK PARK -I NOTES: L. WHEN RAINFALL AND RUNOFF OCCURS,A KNOWLEDGEABLE AND EXPERIENCED PERSON IN THE PRINCIPLES.PRACTICES INSTALLATION.AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS WHO WORKS FOR THE PERMITTEE MUST PROVIDE ONLY INSPECTIONS OF THE EROSION AND SEDIMENT CONTRAS AND DISCHARGE OUTFMLS. L CONSTRUCTIONACTTSTES MUST AVOID OR MINIMIZE DONATION MID CREATON Of BARE GROUND FROM OCTOBER I THROUGH MAY 3IST EACH YEAR. I DURING WA WEATHER PERIOD,TEMPORARY STABILIZATION OF TIE SITE MUST OCCUR AT THE END OF EACH WORN DAY. A. SEDIMENT tun WAITS MUST BE INSTALLED MID MAINTAINED ON ALI DOWN GMDIEMSIDFSOE TIECD5IRUCTION SITE AT ALL TIMES DURING CONSTRUCTION.THEY MUST REMAIN IN PRATT UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED, 5. ALLACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL DIMS DURING CONSTRUCTION, CGNSIRUCTKMI STAGING AREA B SIGNIFICANT AMOUNTS OF SEDIMENT THAT LEAVES THE SITE MUST BE CLEANED UP WITHIN IA HOURS AND PLACED BACK DNTNE MANTAN 18-FT MIN ORIYE AISLE SITE MID STABILIZED OR PROPERLY DISPOSED.M TH E CAUSE OF DE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 2/HOURS ANY IN-STREAM CLEAN UP OF SEDIMENT LIMN BE F PREFORMED ACCORDING TO THE OREGON DEPMTMEM ME OF STATE LANDS REQUIRED FRAME. MI T. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS,DRAINAGE WAKE OR WATER BODIES W R SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN II NM REACHED A HEIGHT Of I/1RD ME = TAX LOT 90000 BARRIER HEIGHT AND PRIORTM TO F CONTROL MEASURES REMOVAL COED TAX NAP 25 I 04AA 9. CLEANING OF ALL STRUCTURES WINS SUERS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCEDflY SOIL CO BELLWJCO TERRACE APARTMENTS AND AT COMPLETION OF PROJECT. • 1— ID.AM NSF OF TOXIC OR OTHER HAZARDOUS MATERMIS MUST INCWDE PROPER STORAGE,APPLICATION,AND PST/SAL 31.THE PERMITTFF MUST PROPERLY MANAGE HAZARDOUS WASTES,USED OILS CONTAMNATED SOILS CONCRETE WASTE,SANITARY LEI WASTE.LIQUID WASTE,OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. Z 11.THE ADULATION RATE OF FERTUZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MWUEACTURERS RECOMMENDATIONS. J NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS MUST BE MINIMIZED.TIME RELEASE FERTILIZERS SHOULD M USED AND I CARE SHOULD BE MADE IN APPLICATION OF FERTILIZERS WRMN ANY WATER WAY RIPARIAN ZONE. • F 13 OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTAWADON AND MAINTENANCE Of ALL EROSION MID I- SEDIMENT CONTROL MEASURES,IN ACCORDANCE WITH CURRENT CLEAN WATER SERVICE STANDARDS AND STATE AND FEDERAL • 2 REGULATIONS. 14 PRIOR RI ANY LAND DISTURBING ACTIVITIES,THE BOUNDARIES OF THE CMARNO UMIS,VEGETATED BUFFERS,AND ANY SENSITIVE 3 AREAS SHOWN ON THESPIAN SHALL BE CLEARLY DELINEATED IN THE FIELD.UNLESS OTHERWISE APPROVED,NO DSTURWICE IS D PERFMIFD BEYOND THE DEMING OMITS THE OWNER/PERMITTEE MIST MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT.NOTE:VEGETATED C DORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL n 1S PRIOR TO ANY ONO DISTURBING KTVOES,THE BMPS THAT MUST BE INSTALLED ARE GRAVEL CONSTRUCTION ENTRANCE, PERIMETER SEDIMENT CONTROL.AND INLET PROTFCTON THESE BMPS MUST BE MAINTAINED FOR THE DURATION TH N OF E PROJECT. 1 ti, r 1G IF VEC;TADVE SEED MVKFS ARE SPECIFIED,SEEDING MUST THE PACE NO LATER THAN SEPTEMBER 1ST;THE ME AND PERCENTAGES ' Z OF SEED IN THE MTUME AS IDENTIFIED ON THE PLANS DR ASSPEOFIED BY THE DESIGN ENGINEER. Im 1T.WATERTIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION SITE AN APPROVED EDINMFNT ' N SDRAIN M MD TO E SOIL ON L AT DESIGNATED LOCATION USING APPROPRIATEPS BA SOIL MUST BF DRAINED SUFFICIENTLY FOR TAX LOT 4600 = MINIMAL SPILLAGE 1B All PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER ANW rI UNDSRBFD,PREFERABLY VEGETATED AREA,AND TM MAP 251 04AA m THROUGH A SEDIMENT CONTROL BMP GE.FILTER MCI. JACK PARK -1 19.THE ESL PLAN MUST RE KEPTONSETF.ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO ENSURE THAT t 00 SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM,ROADWAY.OR OTHER PROPERTIES I 20 THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REGGIRFMENTS FOR AIT11GPATED SITE CONDITIONS,DURING THE VI CONSTRUCTOR PERIOD,MU MEASURESSIAII BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WIN ALL REGULATIONS. AS.WRITTEN EDT LOGS ME SUGGESTED TO BE MAINTAINED MOTE AND AVAILABLE TO DISTRICT INSPECTORS UPON REQUEST. • a U. ECT.IN AREAS SIB TO WINO EROSION,APPROPRIATE MAPS MUST BE USED,WINCH MAY INCLUDE E APPLICATION Of FINE WATER UUN SPRAYING,PASTE LIEETNG,MULCHING.OR OTHER APPROVED MEASURES N 23.ALL EXPOSED SOILS MUST BE COVERED,AT END OF ROSINESS DAY,DURING WET WEATHER PERIOD,FROM OCrOBERI MAY 31. E; 111 4(i'lliiiiikri, N STANDARD EROSION CONTROL 12£ NOTES FOR SITES LESS THAN 1 G7eanwateE SerAFi ) ces Egg i� SCALE 1' 10 FEET DRAWING N0. 045 ACRE -. G yIII IMWM F A� 10 O IN PAGE sm.H' M' 10 C SETS fR ,` PRb{F Revisions and ALEtlentlums AILS ENGINEERING&FU2ESIRY,LLC ENGINEERING DIVISION SHEET ;Li ,S YSG3331pyyNHRK.A Description Dale No. By 12°65N SW 0�97W2�S�R� PUBLIC WORKS DEPARTMENT C050 1 aP. = SETa9EDFORCOSRC110N OB/5/2020 0 PCP, 5075fi38151 3I15S.N. AL6LVD. JACK PARK SEWER REPAIR f: 503.51'J.8152 FA.ARO, ORER:OW 97SIJ • des- W/Cf 503-LUS-4r71 OF y FAX: 503-FP24-075Y — 13 +' ».5� ENGINEERING-SURVEYING'NATURAL RESOURCES •TIGARD RASPY DGIRO-DR GAM id FORESTRY•PLANNING•LANDSCAPE ARCNRECN FILE NORE EROSION AND SEDIMENT CONTROL PLAN RENEWAL DAZE:12/11/21 DESIGN:STIR I DRAWN:DRI I CHECK JPC PROD.NO: 5703-081 BID ON: / LEGEND EM511 G GROIN)CO TOR(1 ) TAX LOT 90000 CON DOSING GROUND TOR(5 FT) ——350— TM YAP 25 1 04M �� >„ BELLWOE TERRACE APARTWENTS \\ ,,;il rRDIAU GRADE CONTOUR(I F7) 3e„„';. • FINISHED GRADE CONTOUR(5 FT) —AS— 'k SEDIMENT FENCE —B—R— _ ♦ { WAT1EES III' U • ' RSNRBED AREA!NITS TEE PROTECTION FENCE - W ORANGE CONSTRUCTION FENCE • 0 •,�` . • $> I DEWATETMIC PUMP DISCHARGE UNE - W "-. -- - t OEANACE ROW DIRECTION U - GROUND PROTECTION(OAK WATS ER EQUAL) MIMEO CORINDOR T., y BOUNDARY / yyI� / R INCDEWATER casmuOnCN STAGING NEAR vl /s'• '' . / . I1 SUMP 4,11* " ,y.'-- -69 4fiek / , . , i , • �� / 1 NOTES. ' 45 / 1. WHEN MMFALLAND RUNOFF IENAOCCURS,OF EROSION AND KNOWLEDGEABLE CONTROLS EXPERIENCED PERSONWORKS SFORIN HEPEPRINC MITTEE MUSTP / I 5G�3 / INITAIUTON.AND RWNTFIINKE Oi EIIOSIDH AND SEDIMENT CONTROLS WHO W0RR5 FOR MEPERMORf MUST PROVIDE DULY / I /rj INSPFCTWNSOFTHE EROSION ARD SEDIMENT CONTROLS AND DISCHARGE OURMSS. / W / ` 66 // 1 1. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE DMCAVAPON AND CAFATON OF OMF GROUND FROM OCTOBER ITHMWH / e )..' '... / �.. /i� MAY 315E EACH YEAR. / + 3, OUTING WET WEATHER PERIOD,TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT TIE END OF EACH WORK DAY. J • /• N I .• 4 SEDIMENT CONTROLS MUST BE INSTALLED AND MMNTMNED ON ALL DOWN GRADIENT SIDES Di THE mr6TRUCTICN SHE AT ALL —d N / TIMES DURING CONSTRUCTION.THEY MUST REMAIN IN PEACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF • �" ,KEG t EXPOSED SOIL IS ESTABLISHED. SEDIMENT BAG PER GW$ * • 4.111• `/ BDUEERay(rep) S. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTRUU INSTALLED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION. OCTAL,STREET COGS �.r • / 6. SIGNIFICANT AMOUNTS OF SEDIMENT LOWS TO SITU MUST Be CLEANED WITHINLIP (MINE IA HOURS PLACED BACK INE // WM D fAYF SITE AND STABILIZED OR PROPERLY DISPOSED SEDIMENT THE CAUSE OF THE RELEASE MUST BE FOUND MID PREVENTED FROM 7. / CAUSING A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS.ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE -/ ,.' / ' PREFORMED ACCORDING TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED TIME FRAM / •;� 7. SEDIMENT MUST RIOT BE INTENTIONALLY WASHED INTO STORM SEWERS,DRAINAGE WAYS,OR WATER BODES. / N B. SEDIMENT MUST BF REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS PERCHED A HEIGHT OFI/3.RO THE �� • BARRIER HEIGHT AND PRIOR TO THE CONTROL MEASURES REMOVAL "._* / N NNOMA RE 9.9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN TIRE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY SON AND AT COMPLETION OF PROJECT / N // TAX LOT 6300 10,ANY USE OFTOHC OR OTHER HAZARDODUSMATERMLS RAUSINKLUDE PROPER STORAGE.APPLICATION,AND DISPOSAL / TAXA. YAP 251 07BB 11.THE IERMITTFE MUST PROPERLY MANAGE HAZARDOUS WASTES,USED OILS,CONTAMINATED SAS,CONCRETE WASTE.SANITARY t, / \`// WASTE LIQUN WASTE.00TITTER TORK SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION I ( 11.THE APPLICATION RATE OF FERTIUIERS USED TO AEESTABLSH VEGETATION MUST FOLLOW MAUFACTUEUR S RECOMMENDATIONS NUTRIENT RELEASES ROOM FERTILIZERS TO SURFACE WATERS MUST BE MINIMIZED.THE RELEASE FERTILIZERS SHOULD BE USED AND / TEMPORARY PEDESTRIAN M ESTRIAN ' CARS SHOULD BE NA IN APPLICATION OF FERTIUIERS WITHIN ANY WATER WAY RIPARIAN ZONE. PAN CLOSURE • 1 I 13.OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTAIIATON AND MAINTENANCE OF ALL EROSION AND TAX LOT 4600 SEDIMENT CONTROL MEASURES,IN ACCORDANCE WITH CURRENT CEAN WATER SERVICES STANDARDS AND STAR,MD FEDERAL TAX NAP 2S T 04AA I - REGULATIONS JACK PARK I _ 14,PRIOR TO MIY LAND DISTURBING ACONITES,THE BOUNDARIES OF THE CLEARING UMIR.VEGETATED BUFFERS.MOAN!SENSITIVE I y - AREAS SHOWN ON THIS NAN RIMS BE CLEARLY DELINEATED IN THE FIELD,UNLESS OTHERWISE APPROVED,NO DISTURBANCE IS .r PERMITTED BEYOND THE CIEIRBNG MATS THE OWNER/PFAAITTEE MIST MAMMA THE DELINEATION FOR THE DURATION OF THE PROWR,NOTE:VEGETATEDCOMIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL 'bIT.PRIOR TO ANT LAND DISTURBING ACTIVITIES,THE BAPS THAT MUST BE INSTALLED ARE GRAVEL CONSTRUCTION ENTRANCE, PERIMETER SEDIMENT COMIROI,AND INLET IROTECTON.THESE BMPS MUST BE MAINTAINED FOR THE DUAT,ON I THE PROTECT, _ 16 IF VEGETATIVE SEED MIRES M EIA E SPECIFIED,SEEDING MUST TOPE PLACE NO LATER THIN S:PIER IST;THE TYPE AND PERCENTAGES y O SEED IN THE MIX ARE AS IDENTIFIED ON THE PANS OR AS SPECIFIED BY TIE DESIGN ENGINEER. E 13.WATERTIGHT TRUCKS MUST BEMI6N USED TO TRl SATURATED SOILS FROM THE CONSTRUCTION SITE.AN APPROVED EQUIVALENT . I IS TO DRAIN THE SOIL ON SITE AT A DESIGNATED LOCATION USING APPRORMTE MPS;SOIL MUST BE AWNED SUFFICIENTLY FOR MINIMAL SPILLAGE. IL ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AH UNDISTURBED,PREFERABLY VEGETATED AREAL AM 1 I THROUGH A SEDIMENT CONTROL IMP ILE.FILTER BAGI. t 19.THE ESC PAN MUST BE KEPT ONSTF,ALL MEASURES SHOWN ON THE PAN MUST BE INSTALLED PROPERLY TO ENSURE THAT EX VE' SEDIMENT LADEN WATER DOESNOT ENTER A SURFACE WATER SYSTEM,ROADWAY,OR OTHER PROPERTIES. CL'/C� 20,THE ESC MEASURES SHOWN DIE THIS RAN ARE THE MINIMUM REQUIREMENTS FORMTOPATD TRIO CONDITIONS DURING THE IF :]:'.'. CONSTRUCTION PERIOD,THESE MEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COB•UANCE WITH AU.REGULATIONS. 21.WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINEDAPPROPRIATESTE AO AVAILABLE TO DISTRICT INSPECTORS UPON REQUEST i'G \ SPEWING. IN AREAS SUBJECT TO WIND EROSION,APPROPRIATE IMPS MUST BE USED,WHICH MAT INCLUDE THE APPLICATION Of FINE WATER /,_ SING,PLASTIC SHEETING.MULCHING,OR OTHER APPROVED MEASURES. 4 F,.. vy VyG11. 23.ALLEMPOSFD SOILS MUSTRONERF4 AT ENOOF BUSINESS OM,WAIHG WET WEATHER PERIOD,MOMOCIOHR I•MAY 31 IOU e3Siiak•n i z•9P � I + STANDARD EROSION CONTROL 1 A ` Y' NOTES FOR SITES LESS THAN 1 Ckanwa services I '^.' DRA WING NO, 945 ACRE �� N D-al-v II A` ��1 A''a Revisions end AddHMums ERNS ENGINEERING&FORESTRY.LLCENGINEERINGON SHEET „ �S1 NCLxep Dewipdan Date No. By 12ASm HOERR9�STE,OO�� PUBLIC WORKS DEPARTMENTDIVISI a� C0.51 Ld SCALE: T CIO FEET k 6369pe" SET bam FOR C06IRUCMx D6//5/2D2D 0 PC P. )01.565.6151 alas.S.W. ANAL ecw. B ii F; �J,563,6,52 IN SAD, 03 639 a,�2, JACK PARK SEWER REPAIR AI R OF opAx x EkSrllgclNn IdCE:30J-6'J9-f f71 I 10 t0 b SF.T°O 2•'� ENGINEERING'SURVEYING'NATURAL RESOURCESE'ER' S0.7-1 4-0,,52 — 13 !s OBavL PAYE TIDE H °CHRIS`A FORESTRY-PLANNING-LANDSCAPE ARCHITECTURE TIGARD m29P.TEG4Ro-�. FILE NO RWA.CATE:12/11/21 DESIGN:SRR I DRAWN:DR! ICHECK. JPC PROJ.NO:5703-08181D ON: EROSION AND SEDIMENT CONTROL PLAN IN • w owa wiw s< `.uawwmenv aNA.MM.sE awry•w REAR*A1w 0.01a•0 arm.Am AO.•A SEAR 451ER �Nm ENra BnwNw SAWS.MOW MAW. NBRa1 5.34. .I CO.. RNv/1G 4.0 oisa..ww 1.....ua Ccvc nxru ,s�e i mums 00 .:ufB r..anc io.z 10 Euw+w um xsu B., _ ra EASNasaaw. E..nBS OMwws 44 5 5 V A KALE mf.uaM S30S aacuN ®MNa ...N 1r fibs.. 'I���I: PROFS E A 5E2B • s Ka»is biz I . ran0° A:g PLAN VIEW A 47/10 II 334.55 511, 3.4 gar la 11 ti, / cups 2a:xB .1-/ 2 BUR BOUM K 1.r..6I I6' .� An s.,NEIm Ews40 CRACF. ER.wRTAsrtE E¢I/I x_a 510E TB O NsruEEv Cx 1,Pau SECTION I I NS S SICPE 5 COwKi BOM ACES<A EWE.5401.!KKK :1I II 111 II I .. I R�RAMC t'-6• 6. fL5 10323 BE VIA'SO 5 =11 II II II II II II II II II II II. N u n n n II. II II II It II-9AC.ORaxc TO SP..Cx _ _ N II II II,•II=11 II III II II IL 11 II 11 11 II fl II II II II II II II II B i§ uArB.A1=' W..n0 940 -n-ll-u-II-II-II-II-11-I I-9-9-I-u-:-•• �.�// VOL BaS+ PROFIT F .- 0,* PLASTIC SHEETING 04,0: lir 10,04, L..A 1' .10rzn 1 awwWN �1M. A 1,451, ///%/���� Y-e' I x�E ws A1INA Ne4T MS.m15 1�,,J I�. •.e. I - P 1 SP..N.anpwZ Aw or,.650 1. NxNBN rr B4ERUs A All slurs REQUIRED. C ..I�ki%/Oi✓/!i�///!%%T�//!!.it r:la+:u x,.i wan EAT.,AA,«i :. RRNE,ER 5Eo.a 11 Cam.Bw To BE 1551A4E0 A NPNNUN A,FRW To a a -�S•� r+ -� I-I PLAN NEW RO6 w A.1R BST SEA .4OGRE ]. COVE..MANTAN.BARV 14 PUCE BY OSNO SAMBA.OR APBS..EaaE ON OAK MATS ran6B ` rw;a"`r„,51a c.PS ft,wirer.me ROPES Bm A YA...3.wM SPA...51L a*cna: SIPE VIEW a Issas s SPAM son 0211.4 • RASA[,O FAIR4 MHIW.aMM Ter[1 SAE. IfOD dw1H••w=AA aLta 5. AS 44402 :A1E BVY 9:A'.BE BATA1rIO TO C[M£v wATEP 0533.24E Moe YBxR9 EFY931 tMdI.Y STO:2BE AREA. GASTRucrto a r FRONT NEW R IMO ma cts.x u. smS..P.a:C Ewa.DE 503o.inns E. K2RNAIE xATT:x4.rSFYS 10 BE AgROKO BY OIV/INSI.v. PLASTIC SHEETING CkanWate7 serv;ees OAK MATS C1eanWate Servaes SEDIMENT FENCE CleanWatc7ZScrvices WATTLES CleanWater Smices CRAVING N0.810 'O'!''-14 ORAMING N0.860 1ORA'MNG ma.575 DARNING NO.BBC Olt crz 4 NSA. T no) =ERA. NM B1Aa ROSE • . AM ELAN!TM/ • PLAN VIEW • • met;au: a ec srnBcm,wa4o.A .05,04 P 03 1..e.5x 33wcnae z2:na A BA Nm 5. 1.0.1 5TARR.za.RS e,4 w0r 044E,Fu SRr 1..410.00 TO.a,Am.rz•.•33703AR4 603,5133.n • 1. Txf A0RN*BK NW 4R1 A E.R.O•ERu1 5.0 4Wv4 4P54.5 RA2 V 55a R�0 6 sn n B.w 53,..0 F.I.a XOa B:.5 cuiRERKKx R RTR Aa[.Y1 ER ALL...To P,H 1 A BA.wE5-5 x: :x0 S'w0 E4ax. 30. an S 0,,R40 YES.4N S50.(nr BK 41_SI f0 Loy., ! 3 5I904 auY➢a..B.059rt La,5 Am..4c6 I I. n5x 45M'A.1,..mt..,MB:5r444.44.,CN1M 4E.9ME5 44 CNS 5120..a 3C1y $ 404*0*40 nd40 Of N*M:w..5w4 K21.N A04 a N0 a SA,N. A0 A.•e4c 040 5307 4 ,E{$F n x,a4 a e24 Sows I el e SEDIMENT BAG CleanWateriServices p11 DRAWING N0.950 PEw9610-31-IB Ray61 0 4 1 1 Revisions and Addend nos 1J6 FNIi1EFfdIG&FtlIE5TR7,LLC SHEET I@R pc1 A'eq r Description pate ¢.10, gy 12965 SW HERON RN SE ICC ENGINEERING DIVISION E e N DICI OR 97062 PUBLIC WORKS DEPARTMENT C052 •3"1E. SET ISSUED FOR C(sGTRIlC1NN 96/15,2o20 0 .,PC P.503.563.6151 13i15 HALL BCYO. 9 t! i F: 5W.5W.6I52 V3I25 S.W.S. .OREGONHALL 7221 JACK PARK SEWER REPAIR Of Yr 1.� �.2r _ nh-mean '-vR VOICE:503-639-I I71 _ 13 F¢! BE.+f.F' 752 ENGINEERING•SURVEYING•NATURAL RESOURCES FAX: 503-bo4-0v It p CNRISSA' • TAiGARD N1rw.1IGAR0-aR.rwv FORESTRY-PLANNING•LANDSCAPE ARCHITECTURE FILE NO MM.&UM 12/31/21 DESIGN:SRR I DRAWN:DMCHECK: JPC PROJ.NO:5703-051 BID ON: EROSION AND SEDIMENT CONTROL DETAILS NN:B' .__ / OUT:1C NE kRN•2061E 1111111.7 RI =206.19 - - - / 11 1d EC.203.26 EC=205.25 - ��. / / �/ (N)MANn%E GRADEI RING(S) �-___ �, AMID EaNAnlEeAamu %/ �/ ,^ / ita IcrE /%j' � -_ a JOINT WEAP(11P.):INSTALL 6' / 44 NR-STEED CAEN WRAF,ON APPROSE1 EQUAL,AT ALL JOINTS. (II)ECCENTRIC YAE CONE di"' e d , - _,„. . , ue Pk10'SI a - a 1 1 N:C s COMPACTED GRANMR / a L BAD9OL �,y ° I a a a < �T a (N)PRE-CAST TOP ER WNW R3A(5) ° JONI SNAP(TIP.);INSTALL 6' ,' 6F1-9ELD CATER 1RAP,OR TAX MLOT 00DAP 1�0 j // / / / // / Bona�s•1os5a ,, wPxo�n EQUAL,AT w ANTS. Manse 1 AACe WORD/ENE / // /, . / ,� a �/ / / j/ / aA ... a ~1.ar _ �� I / / / /// ;�� /am / /I I 1 II// ( // / IN 8"S IN:6•E AS NECESSARY ACUTAlE a a 6•AROSE JOINT OM CYAM REHANUTAIICK Olt 10'NE ° _ \ I / / a / // I / TAX LOT 63GD ° •N lD sw N:e N CORE SEE MANHOLEnces U01 a r —1 TAN MAF 25 1 0J66 . 1 � tl 1 �A_ I l 11 I / 10.00 EAISnNG I ° a I a I a e f BBAw JOINT I/1 SERER EASEMENT ° t I ,� / E OR•MAI `°--� a tea- -E OIII.16W11 4 rI ill I I 1 ° a a a ° 4 ° —. — `\ 4 REMOVE EASnNG CIE AND GRADE RIGS PROTECT W I J - I ATM EXISTING MANHOLE BASE.MANHOLE BASE SHALL a UV y REWIN IN SERVICE DIRIIG CCNSTRUCRNN. F _ .:• 44144114 /° 1 I11 / � 1` _ I 1 / ll/ / / __ � ` / I F 1 / II I \ 10.00'Eos0NG >'N� ` EXISTING CONDITION PROPOSED CONDITION / ^ ;I / , ` L.- SEWER EASEMENy-- _`M3`_ 1•-1 1'.1 3 TAX LOT 4600 / //J ��{� ---- / II / TAX MAP 2S 1 04AA / / // / / 'I` _ __ / N a., OTY OF PARK j �/; I /�j a� / -- {- — -- — / / ' / a ,�� / /. I I BOUNDARY I8 �/ / /// / EX SAN YH € RIM: 20681 a[ in / 10.00'DOSING IE IN: 195.44(fill) IE INS 195T9(t0•S) � \ SCALE: 1•a5 FEET NOTES: k „ // / / SEWER EASEMENT E OUT: 19k81(TOILE) \ 1. HAFTS AOI OUTLET LOCAWONS ARE DRAW SC OIAIICALLY BASED ON OR OS DATA,SE TOPOGRAPHIC SURVEY,ANO HMO INSPECIEN. Ts, / 'UNABLE TO SEE EAST PIPE2. TIE°DETRACTOR STALL VERIFY ALL NLETS NC WRITIDCARa$ at i/ / / •UNAELE TOSEE SOUTHWEST PIPE \ 5 Dom Phi SS Jr 7 se 5 3. AU. WN NUTS AND OUTLET SHALL RDJAN IN SEANCE DLRNG SEUCTION. Al // I / •MEASURE DONN ER014 RIM TO BOTTOM RING 13.34' If2{ A•1 Revisions and Mdendsms 129 ENGINEERING HUFIG a D SESIRY.LLD ENGINEERING DIVISION SHEET �S pclxee Description Data No. By 11%5 Se HFAMNI Fm SIT tro C300 S# �+ q� oNS ENGI, E N062 PUBLIC WORKS DEPARTMENT �' ]63A2PE SET ISMED FOR COSIMICTILNI 06/15/2020 0 •-• P 563.563.6151 /JI25 Sw. IWJ. BLW. 10 JACK PARK SEWER REPAIR U'a f: 5036616152 !Ali R0, OREGON 9722J OF uesEx 2 oks-m4cam VOICE:50.7-eJ9-I I7f =N yO'�2"� EENGINEERINGSURVEYING•NATURAL RESOURCES FAX: 50J-624-0752 - 13 P CHR.1513P TIGARD leeteD04A!0-OR.COV FILE NO FORESTRY SANITARY SEWER MANHOLE REHABILITATION RENEWAL WE:12/31/1.I DESIGN.SR,4I DRAWN:ORI I CHECK: JPC PROJ.NO:5703-08j BID ON: • • t . s required in Off typical sections Street of construction AITPISN Street plans used.weir Wirer. Area 1a4ATc nuYE Av can ours..wo �;. M ♦ OM MOM If AT Oar Y4 S[1O ETD SMwmNtW moo ` CRPITM 1 T-cut Sxe Ir N.eM P9°w"� Surfacing %j�note t) Topsoil or as } /�,� g ._»"s"' PRECAST mI55,Ynr a,w,r, directed fJ Base Materiel I imN �� --i 5 vmm� sA.ar r.. O O Y S•PPT1�iC HU VK w.slwxc 5 wiil i OY a wrt. ` I E pa 5,P N zTMT 000 n o Nfil- tIMEIA[SY[MC 0.01. ttVIFWI d,n¢YW , N E v o C [Wm T arN MO 1mau N. q V p 4re.010000 t MANE N IpWi-'1 M. ON 1•WAY MU M KM L� Y �r b= •+.. PVC SANDED BELL °J'P 1�IIl� LT •'C.� , �YWMINN m.wE.w u J aO...5_ xORY i� '..ra yS wince KIM m»r. A �I {� re 'a1 o E" ,i m 11.2-`m'TS a:siNd.»'WWI' _ c"'�7 il.;1 v n •_ v.Q m n z e AA a..E am Ea As,.A.w.z t i,a�YA�NI awr mw.nm ri il.-,ar m -. I+pplTyGA] (54S� IF Amu.C Y 22 R C 0 IOMNir IMAM DM m O i. V I A oa o?ma u a.3 'wr.is o MOM n,`' an M MOM SSOT ervxwc `wiew�m `w oLL,(E YMYFM w GUAM M��, MN a a POURED aw N to, N M U m F > rr1 rnYEcnrn a x a aura DOLL YrNn Pt a.lAm.,MT djA�(T] a IIa .A.M.YMM NanMYNw.1NWe Nu IN PLACE 1wM1nBat'1ma' 6" Min bedding 6• 6. 1 O. 4.TECOM r0�' c MEMO i CI NAC r pilaw outside of ++ 1 a 111 rw.N pipe belt 3 4" - O" MIN MIN , .N° nL erm K a r a Nrm IOTA®1 nARwM Imaa wAnene s.N ,.ml Kt wE.NOAIa b crushed oggregate 7 KAMM a Mr`Na FM O THE MA.[. -JI ,, V°"`wr1°"r-NP01°'c A MLYOn n 0O M O MN1 w r memo v.Y1.IM am wN r YAA..I eEa a NM rL - r worm .. 2 Min Trench i\\\� Div f • ""°`rr MOD m nww wmmn as Cr - ammo 1. 1Y YwTMr CVIRiip N0»M S,eY .• TYK1n OF MRIN� 11 foundation K\ \`,0>;:.� • A„RT E Wbl Nan KOR-N-SEAL BOOT ReeFD �IIIIIIIIIIIIII m rmKEVTAMa M.MAW.KME Nan stabilization covet MAY.I1MO w ML.S.PIT Nan n sent.AEAz a sm aAW a IYMMP MNu. .BM aMa m if required ..,. ..,. ... JM111`VRAO^.` rmlr¢ MAMAILIF 1 ALL ME-cA51 YNwuc SECTIONS MALL NOTE. a MaE4 C-/M M.N TO TIE R BLE 00n5 n ASIY T. 1'T-CUT FOR PIPE CHLY PROJECTS. c-'a � n a r ILL NNMr SI MS FALL MEM A eM 1[U.Od14 V 2. µTEM. 141 NDARD 20S A AMOK°EY MRRM?Ir EW.5{L MINI♦ ASN C-Me NY MAFN.KTMEK M STEMNM MK. 2. JOINTS TO BE TACK AND SANDED. aN MOON up.Ea a9 arrryArecL RIBBED PIPE Mt TH GASKEt`'.. 3 SAYCUT SHALL SE TACK COATED WITN BIUNINUS ASPHALT EMULSION ::,r`�s 21.4.1.14.22 CO M2 WALL xAN A n DA.SWCCNI ' BOOTS TO 51I SIZED 0.ra.CSAnae/v[cilcAllv.s RY I15.M Mr Sh'-r MEMO Rt orm n Ne AMW M Y1A E. 1._ PRE-CAST/POURED IN PLACE MANHOLE CONNECTIONS ®� '~"Y` M. TRENCH ME N. STANDARD MANHOLE CiPaIEVl15Yr Se9im MANHOLE BASE aeanWalerSerwces. oRAr�G NO oDoCa RMS.IO-JT-IA MOM IHI BACKFILL 1 80 DRAWING NO.a0 MM.lo-a-IS Den_CO NO.020 REVISED to-31-19 mem Na WATERTIGHT MANHOLE RING I--I-C „ • vv' 020r �� Ib.M...+mruv ro RR � �fL JOINT%RA;NSTNL 8'::: A II�11 A• 1 AA.IBI[Tot mM Mc r.UM ATel-SNEID GATgt MiM,oREv IEEv Mu• I I" 1' 1.,-vA•aM TER sm Nwu NTPROYED EQUAL AT ALL JLYNIS I� I-,,e' /i: ,��i 5la'T,u.E DOn 1MAEE wan E. 5� TT 1� • M*M-.1.- -. 1 . AAAOO a,M•MmMI sure MAY ('� . MATERIALS: /rr1 N ROWED FROM MAIUGE A. I PRI DRAINAGE R fTC f-- IS-Vr I MUST CCIAF M'MM AsNY T ' , LA c-A]e slEES RDNFdiOHG //- /� . � FETING REM:ARFENENTS TE0 h -al I w�ffi a PQ/ED-N-PIALF ✓ �NNHOf RIM ` ) ASTY A-612 ENCAPSULATED y MT1 NJECIICN HEADED Sr WPCLr9ER PCP NlOPYLEHE COPOLRFER POLTPROPYLENE PLASTIC w sENRATEU AIM.AQi SECTION A-A now BOLT-DOWN - PPDEM P DETAIL -, NOTE2g ITT aIM p 205•91201101, MT]f11Wr/VNipl ARV MM.aN4 MO WR.N.SE VSSO El NAFAOOrt Nan ON SSW _,. M. 4 • A STALL.CA MD M.@YAM NENE NO ALMA YMSSISNRO I. °4 E Mtn ,CNN air.me OR In MN- 111E MOWN IrIYNM OM A A rm.,YMYIOCW n TNS 1O010.r 015*16.a m SIN. • , W1EY A. MI 1N1V 1r.C0005T MESS cow.MR a Mon AS A VOMIT N U MIME A stic o tea 10 MEWL I.ALL STEPS SHALL eM1FWY TO TM[MOM UNLY1 AND LET 11M MP TIM DE FRAM_ M M..MN AMER TIE 51N0Ne MY UM o-s/r THE REa null nREUENTS Dr ASTY magma Kam owcam THE el renewer...E." INSTALL PRIMER NMI6M AND a C-A]e 9KA SOELLSTOP IOLRGPIIIJC S. TIE MT MAn R YAM.OM fM MNI.S1m. , 3.YANT 0 STEPS MUST O A SE RT rt.12.A lisA A<b NM I MALL,YNTC'1 ADA Ms xcw[aTN.T AIDES M BOLT MO )BETOKEN 'S APRt VEDMD I• nwT A•A rRnr EETBEOMo. EQUAL)BETOKEN NEW RISER AND" 3.Au SOY.wtwr A MANllas r. STA M M MT Mm ma MI 1T NT x b6M NM,FLAT m MIME a KO DM To OEM. D DOSTNG CONCRETE BAST. • • .•. SHALL BE JF THE SAYE E. DE MOLE E DE EMT Ivr MT STNA.a SIM MO MO AV.YML IT Mil STA M M Gm.022 ME M AS :. , (E4CN.TEPE.A110$ISE, clan®YMOM..4Pf411unA • A T IY OFFING OF UNYATCNE➢STEPS Is NOT PERMITTED). A M[wT NO AArer.AID NAmsm�Ip 9uPLx irtr.TO MT wrY If MT.11 n A BUM. FAST .L E MOM MEM 19.221 a ME YT.,SNAm ETTMEN LOX 11 1 I MO M A NY MA is TOaE To w FT.MA MAMA STO,u9Eb NE MO 10 MN.COMMA,nM A.STEPS ADJUSTED OANADDED MISTAKE. p M/AIl A EKE BE Ypi$NRE TA.'JAA Mr..SIM MT SHWA Mr w A MEMO I¢[Al M4 20202 KOK.FM AMP ATE KM O r EFIEII',RIITT ^ M1 • ANO DEERS(EPatr TO MEET TUUMIL 9 EOM C841). T DE BAT..M MUM a IEMA MOM Nan NE OVMR NJ GOMMC O A SPECK MEET A. .9 I n V i I. 10•'r MOEuMO N MN PM M AMNWill M M COSH. —E.p n uM n a 1oLAmar aaxP v.B v..RraA TO OEM NT.MACA AT T.a MISUAlO1 "NIFRa MMARIE 9 SA}�0'DIII B` a ME EMT IEI I Ng0CIS IC A R,MII IENTw1 RAM DEEM OMBE Mr II tll®SM OM ME TA `_ A Cl uC1 JTEN IMINDE A FOE IIM in AK IA. I IXIERKR MANHOLE ! MANHOLE STEP WATERTIGHT GANDMCOVEORE ClranWaYr Sances E (E)MANHOLE BASE TO AEMNH-----.' yi CRANING NO.COG POKED 10-SI-TA DRAPING NO.TOO ALMIED 10-31-1s RF p MANHOLE RISER CONNECTIONS iE NIS t{ T".A Revisions end Addendums ASS FNONEDMIC&FOIESIRY,LL,C ENGINEERING DIVISION SHEET 1F. LGINEt�/ Description Date No. BY TUALAATI965 N.OR 97062°S1E IW�� PUBLIC WORKS DEPARTMENT • �B SET ISSUED FOR arIs auGna WIs/mm D -JPc , 1I c3o 7 _ P: 5035656151 � �y 13125 S.W. HALL 6L L9. /1 9yjj i / F:50.583.8152 =1� �q cAaD, oRfcoNa7uJ JACK PARK SEWER REPAIR OF E 1!!1 se do-mecum AOMf:SOU-6J➢-4171 —fi n. ENGINEERING-SURVEYING-NATURAL RESOURCES FAX: 50]-62t-075373 5 Aj'jGLIARD NriM./7GIR0-OR.GOV FILE NO TEA FORESTRY IGN:SLANNNG-LANDSCAPE ICHECKARCHITECTURE CONSTRUCTION DETAILS 1 AME wan 1E/S1/21 DESIGN:SRR I DRAWN:DPI I CHECK: JPC PROJ.NO:5703-08I BID ON: ._ _ I PUNTING NOTES PER CARS DESIGN&CONSIRUCTICN STANDARDS.APPENDIX A PLAITING REQUIREMENTS.DEOYBER 20191 a WC-CONTEFM2ED STOCK SAIL BE NSTALLED ONLY FRCY FEBRUARY 1 THROWN NAY I NO OCTOBER 1 THROUGH IICMDI 15. BARE ROOT SW SHALL BE NSTULED CNLY FROM CECOAR 15 THROWN AFT&T5 PLANTINGS OUTSIDE THESE 1MES MAY REQUIRE ADOTONAL MEASURES TO ENSURE SURMVAL 0101 SHALL BE SPECIFIED ON THE PLANS M. FLOW LE ELSTTOL- ESE DI SOUL PREPARATION.STE AND DANCE STALL BE PERFORMED DURING OPTIMAL NEITHER RETAII ED, AND AT LOW j I0.00'EXISTING ROW LEVELS c TO BNY7E SEDIMENT MPALiS SUE dSTURBANEE STALL BE IWMIID AND ffSRABE VEGETATION RETAINED,YHERE • SERER EASEMENT PIKE SLOPES 91A11 BE GRADED TO SUPPORT THEOJ ESTARINIENT C`WHAT ICL MEff SEEDING 6 USEDLUFOR Dt09O O1ITROL. I / A11 APPROPRIATE NATIVE NiOSS,RENEW(ON ITS EQUIVALENT),CR SPREE'NEAT STALL BE USED TO SEWN SLOES UNR PDNANENT USED TTI N IS ESTABLISHED.BOEGUDA LE FIBRILS(CDR COCONUT Ni AMMO JUTE MATTED(NNIW 1/410UARE TIDIES)NAY BE J I �I / USED TO STABUAE SLOPES AND CHANKLS FABRICS 9%H AS MAP NAY BE USED TO SECURE PLOT PLUGS N PLACE NO TO `_ TAX LOT 90000 I II I �fDIIRAC NCSEROPED UPON INUNDATION. NO RASIIC M91 THAT CAN FNTANCE YWIXIFF 6 PERMITTED. CONSULT CHAPTER 6-fAGUON /I / PRENENDON NO SEDMEFT CONTROL FOR ADDITWAL XEDNATNN. TAX YAP 25 1 OEM 1 I / a MULCHING-REFS,SHRUBS,AND QIOU0001ERS PLATTED N UPLND AREAS SHALL BE MASHED A UI OF THREE NICHES N WIN ff11NDO-TRUCE APARTMENTS I I I I/ O AND 18 INCHES IN RAMETER.TO RETAN NdSTIIRE AND dSOURAGE TEED GROWTH AROUND NER.Y INSTALLED PLANT MATERIAL may+ ( �/ APPROPRIATE BULGES ARE WADE FROM CCPOSIm BARN ON LEAVES THAT HALE NOT BETS!CHFIEWIX TREATED.IN USE C MACH N I II '�/�i O I \ 4 Jl� FREOANTLY INUNDATED AREAS SHALL BE RATED,TO NOOSE NO POSSIBLE WATER QUALITY MPACTS NCL0ONG TIE LEACHING ff TANNINS l .__7-- / AND NUTRIENTS,NO THE INGRAIN OF MICH INTO WATERWAYS �\ �1I I 'I 1 I I \I / A. -DEPENDING Ni SIE CONDOMS.APPROPRIATE YEAAXES SHALL BE TAROT i0 UNIT YNDIIFE-RELATED ` ---._ /`C PLANT (SEELIPY PLINJ. / / \ • RRGiDN-NPNOPRATE RANT 91ECNXL ALONG WITH NM:OATE SITE PPEPARAININ AND MAINTENANCE.REDUCES THE NEED FCC � � I ` -- ---...,..1.._ -- \ I I I / /�! /( / GCIOHR 1S OTHER IRRIGATION 1ECNIUIEA SUCH AS DEEP WATERING / \ RAX'NV110N.HOREVfR.UNLESS STE HYDROLOGY IS QIRIEFRY NEQUAIE A CSTRICi/Ott APPROVED RRIGATW SYSTEM Ni EOMVNE]IT (I�POLYMR,PLUS WATERED)SHALL BE USED CUING THE 7W0-tEAR PUNT ESTABU911ENT PERIOD WATERED 91NL BE AT A INDIUM RATE C AT LEAST ONE NCH PER VEER FROM UWE 15 7HtCIfN _ _ / MAY BE MIMED WM PRIOR APPROVAL BY DISTRICT STAFF. C. // a MONTdMG SITE MSTTS ARE NECESSARY THROUGHOUT➢C GRIMM%ASON TO ASvu THE STATUS OF THE PLANTINGS IRRIGATION, �AO� S. \ I `�. \O / ,I r— E^T� �.— } �/ :„...,_ BLONifc ETC AW EN9RE 9EC1Yu RI:VECTATNML �: ���� \ SE[ETAIED CUfRDCR \ // / g 90 / I /`; /I r M. EPED CONTROL 11E RTNEAL OF NOFNATBE,NVATVE WEDS SIME TE NECESSARY THROGOUT nE UANIFIAM F PERIOD,C UNTL A ♦♦♦♦♦♦ ♦. ./,/ / / ` �y 3 // / HEALTHY STAND OF DESIRABLE VEGETATION C ESTAAISNFD(SEE CLEW WATER SEANCES NTE(RATED PEST NANAGDQNT PUN). :♦♦-.. \\ BCNDNr �\ \ + '/ / ./� ,i / "'�/ // J l r� / a RAMT REPUmENT NO PRESERVATION NSTAFIED RANTS THAT PAL TO MET NE ACCEPTANCE CITERA(SEE CHAPTER 2)STALL BE iOiiii0♦ `♦i. \\ \7.////j/./j / / // J /�/ / RERA®QMNC E Nux ENAxCE PRO. PR02 ro rhP AC]EF T, HE WSE OF OSS(w DU E oAMAQ PO0 PLANT S DEN.ETC) • /r 5WL TE DOCUEUED NTT A OESCRP1DN C 1VE CORRECTIVE ACTT NS TALON. •iii♦i♦ ►♦iii4iiiiii♦i`♦ \ i \ / /j / j �/ /A♦♦♦♦♦ O♦� 0 ♦i♦i♦i♦i♦�♦Oi♦♦i`. / ' / / // �I I104j / i♦OO • O►♦O♦�♦i♦ibi♦♦iii itiiiii♦i. \ / ' / / / / / / / _ - 1- _♦4�♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦Q� ♦♦♦♦, H I / / fVEGETATED CORRIDOR ENHANCEMENT PLANTING SPECIFICATIONS: A. ♦♦♦♦♦♦♦♦♦♦ AFi�i♦•�J♦►°►'A 'u / / ,e" F IEi�_� _ TOTAL VC DNANCEMENT PLANTING AREA::z891 SF/30,07 ACRES ��•5♦ ♦♦♦♦-♦♦�♦.♦♦♦♦��� ��♦♦♦♦w♦"♦♦♦♦P '�♦� `' I \ �/ '/ / ///// // / '/ f11' "�--1_\`-" PLANTING SPECIFICATIONS FOR THE ENHANCEMENT OF REMAINING DEGRADED AND MARGINAL CONDITION `���♦��.±+♦♦♦.♦4,111. �♦•�♦• ♦♦.♦♦♦♦- ,`� O♦ ♦iI , / I I1 / • / / / / / / ///mil l _ —� VEGETATED CORRIDOR,AND TEMPORARILY IMPACTED VEGETATED CORRIDOR TO GOOD CONDITION. ��♦♦♦♦♦♦♦ Y i \ / // / / • / / // / / /i/// I SPERM NAME CONNOR NAME SZE• SPACNG GUMMY 'NI / -y• " • CRATAEOS 00LGLASH BLACK HAIEHORN 2-GALLON 10'GR-CENTER B / �.� I \ // M1 / 7. / / //• //- / / /j //' / CORDS NITTALUI PACIFIC DOCYDO 2-GALLON IA'ON-CENTER B /.. '/ 1 Imo.\ I / `/ ,r/ �/ J' // //. I PRUDO75UGA MENZESI DOUQAS FIR 2-GALLQV 10'ON-CENTER 7 /J /I HOES GRADE GRAND FN 2-GALLON IV CN-CTNIER 6 /'„7 II I �LG. n; / // // / ////� �// W I WEDS(1451 /I \ / X W W q11�Mid SYWICICNPOS anus COMMON SNOEBERR7TALL OREGON APE 1-GALLON 4'-5 CN-CENTER Ni 29 I // i ` it / / // /j • j// 01"' TAX LOT 6300 POLYSTQDY MLH N4 sumo FERN ON GALLON 5 C C11 FR 29 ../ '/ ' a W / JI TAX BOP 2S 1 D.TBB ROSA GIWOCARPA BNDHF ROSE 1-COLON 4'-5 O-CENTER 29 I. VA/ I I ``�. �$ f < / // // 'Y + ' // ,. ' ' (TGP) I HOLOLOIS DISCOLOR OCANSPRAY 1-CAILEN 4'-5 CN-CUTTER 29 A I I \` '' ,p` / / / v- w 9 ,y/ / \ 1E(FTAIED LORCOR SID BX / I 1I II FOR '`N /T - /. . W/l #4/ EX 48' \1 BROMUSS CURATA GRINANS NATIVE CILFORNIA BROME SEED 2 VHS PLS",000 SF BARE SCLDAREAS FOLLOWING T ,25 3 FCLOMNC / '`, \ '`�,_,� / .(✓ / ` 1 E! 2C.SD 1 INVASIVE SPECIES REMOVAL I ,,. IX/ // \ •BARE ROT MAT BE SUBSTITUTED FOR CCITANER PLANTS BASED ON AVALABDIY. IF BRIE ROOT PLOTS ARE USED,THEY BUST BE • I I ( PLANTED DURING THE LATE NNIER/EALY SARINO DORMANCY P02OD. BARE ROOT PLANT MATERIAL MUST BE A WOW Cl 12'-16' IIO.O'EXISTNG , TALI N ACCCONC MATH CANS STANDARDS. I gyp/ ` , SERER EASEMENT t T // LEGEND \ II y `' (, SEED MIXES FOR RESTORED DISTURBED AREAS AND LAWN: uNA:FED B«rNTFNT STALL ff ro YATQI EAsnNG S®NX SNA1L ff 0(0110 NC APPROVED BY OY} EXISTNC GROUND CONTOUR(1 FT) TAX LOT 4600 I * J I NW SUPREME LAWN SEED MIX-SUNMAR0 SEEDS-(CR APPROVED EQUAL) LOSING GROUND CONTOUR(5 FT) —iso-- TAX YAP 25 I 0/AA % IH �' W / D79EB J PERENNIAL RYE GRASS(35X) .P W I O71ER PFAENNN RIEWFASS(35X) FMISHED GRADE COTDUR(i FT) N JACK PAN( J r-- \ `_ . �e I FINISHED GRADE COiCN(5 m � / 0y ✓1 I I RCDW CiEEPI10 RED FESCUE 50) X 'MNDWARD CTEYANGS FESCUE 15 I(.iii DISTURBED AREA LAMS / , w / 4 r/ EOLVERT P ,,.I �' / 0 B LRS/1,000 SF CO AS RECWIENUED BY SUPPLER iii, I ID 20202 LAWN SEEDNG ►�'_:♦� e ;/ IF 'Z''`,0_ @ VEGETATED ORROCR / / SCALE: 1'-10 FEET ' I }h La , DpIANCFYENT RIMING AREA —•_� I l ''` N"y1,s.. } \\\ zV� 6 10 NIOUI PRE 92 II'.x' 10 F"��, 12 I \\ I a v s St f A Revisions sions and Addenda ANS ENGINEERING&FORESTRY,LLCC ENGINEERING DIVISION SHEET 1Ii *LINA'4,�A OWWCLRBOR Dot. No. By TU12965TSNW OR 97ANGR2RE STE VDU lso PUBLIC WORKS DEPARTMENT C500 ,gy E ,� SET ISSUED FOR cnNSrBNDnaN m/15/2mO 0 `PC P 50J 56J 6152 13125 S.W. AMU BLVD. JACK PARK SEWER REPAIR 'Z +� •"ip F:50.5616152 I7M.IR0, MEYAON 97223 OF aks-m¢can VOICE:503-639-4171 } ENGINEERING SURVEYING NATURAL RESOURCESFAN.' S0J-62A-0L72 — 13 , 'A' TTGARD Iwne.,URD-OR.COV iN CHR155 FORESTAY•PLANNING LANDSCAPE ARCHITECTURE SURFACE RESTORATION PLAN FILE NO RENEWAL RATE T2/6L/SI DESIGN:SRR I DRAWN:OR! I CHECK ✓PC PROJ.NO:5703-081 BID ON: R NDiE. SIGNS TO BE MOUNTED ON POSTS.AND AT FREQUENCIES A LOCATIONS AS APPROVED BY DISTRICT OR CITY Protected 1 Natural Area _... .,. MULCH NO CLOSER THAN 1'FROM TRUKK I.ABOVE FINISHED 3-H'COIIAOSim 'nor SIGNS SHALL BE PLACED IN A MANNER AS TO CLEARLY IDENTIFY THE SENSITIVE GRADE MULCH AREA AND VEGETATED CORRIDOR THIS WILL INCLUDE ALL POINTS OF ENTRY SUCH AS WATERING BERM THE BEGINNING OF PATHS.TRAIL HEADS MI ANY PLACE THAT THE PUBLIC MAY WANT OR BE ABLE TO ENTER AREA. REMOVE 1114E FROM AROUND LOOSEN SOIL AND MIS ORIGINAL BASE OF THE I . PUSH (((��� BURLAP NC ROPE MT ' WARM'GROUND(TREATED ''� / OR SW Arian.BURLAP MUST ✓ BE REMOVED Protected \-SUBGWOE Natural Area 3 A DR OF ROOTBN1 m.ww. ...A,. SEE IF TREE IS CONTAINER GROWN STOCK.BREAK ROOT BALL MART BEFORE PWTN6 M PANTING HOLE. IF PLAM IS ROOT BOUND MAKE A VERTICAL CUT THROUGH THE LOSTRAIT/4EN LARGE.OF GEE IRCOIL MANG R PULL OUT I'XI•SIGNS SHALL BE USED FOR AREAS WHERE A LARGE NUMBER OF SIGNS ARE NEEDED AND STRAIGHTEN CIRCl1NG ROOTS. SUCH THE B SIDE YARDS DIVEACH LOT ADJACENT TO THE SENSITIVE AREA OR VEGETATED CORRIDOR R IN NEW 9lIB0MSIONS OF PARTRIDNry. TREE PLANTING— VEGETATED CORRIDOR CONTAINER/ BURLAPPED CleanWaieE Service+ SIGNAGE "Wat`r S e'S DRAWING NO. 793 REUSED 10-31-19 :._I4WING NO. /94 ey d 1 Ik Sly Ig RE a a lq "e 4 g, NF R "a Revisions end AddendLImS A16 ENGEEERNG d FORESTRY,LLC ENGINEERING DIVISION SHEET F pclx4p DesvIPlDn Date Na, By N95 N XOIGINI RD STE IOU OR 97062 PUBLIC WORKS DEPARTMENT C501 y^ ••1., SIEPE_� SET 69ED FOR C CT UCTRIN 06/15/2020 0 JIC P. 503.5E3.6151 13/T5 S.W. BLGD. 13 = f: 501563.6152 ■� IG<RD, OREGON 97223 JACK PARK SEWER REPAIR OF F!A'. war /v2 okrmgcom ���V'J""" VOICE::503-639-A171 `AF n.''P . ENGINEERING•SURVEYING•NATURAL RESOURCES TIGARD P F'Lx: 503-611-0751 _ 13 MAW.T/GARO-OILLGOY le CN Ir RLST FORESTRY•PLANNING-LANDSCAPE ARCHITECTURE VEGETATED CORRIDOR DETAILS FILE NO RENEWAL DATE WDI/AI DESIGN:SRR I DRAWN:DR/ I CHECK: JPC PROD.NO: 5703-08I BID ON: