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PFI2017-00185 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT e COMMUNITY DEVELOPMENT Permit#: PF12017-00185 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 09/05/2017 Parcel: 2S 103CD07300 Jurisdiction: Tigard Site address: 13830 SW 118TH CT Subdivision: CREEKSIDE PARK Lot: 3 Project: Derry Dell Creek PFI Project Description: Landslide and storm water outfall repair on Derry Dell creek at 118th court. Owner: FEES Description Date Amount PHONE: Contractor: PHONE: FAX: Applicant: CARLA STAEDTER 13125 SW HALL BOULEVARD TIGARD, OR 97223 PHONE: 503-718-2788 Total $0.00 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: �L %—v c- Issued By: Special Conditions(See Attached) Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY Conditions for PF12017-00185 Type: Condition Name: Status: Severity: PFI_Utilities 15-REPAIR OF EXISTING FACILITIES Applied Notice Work under this permit shall include repair of existing facilities(roads, ditches, etc.)as may be necessary, as determined by the Inspector, to overcome deterioration or damage which occurred in conjunction with the work authorized by the permit. Corrective work shall be done at the applicant's expense. PFI_Utilities 16- PRECONSTRUCTION MEETING Applied Notice Before initiating any construction activity,the applicant shall coordinate with the City's inspector, <Insert Name>at<Insert Phone#>,to establish a preconstruction meeting. PFI_Utilities 17-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 Cal Ken Fisher at 503 816 6146 or Kenny@tigard-or.gov. PFI_Utilities 18-PERMIT/PLAN ON SITE Applied Notice A copy of the permit including a Certificate of Insurance, and all attachments, and a copy of the approved construction plan and all amendments shall be readily available at the work area. All work shall conform to the permit terms, conditions and provisions and to the City approved permit plans, and approved plan amendments and to the City's standards and specifications and to these General Conditions. Changes to any of these must be approved by the City, in advance of work performance. PFI_Utilities 19-MONUMENT PROTECTION Applied Notice Existing monuments, property corners, and survey markers shall be protected. Replacement shall be at the permit holder's expense. PFI_Utilities 20-EMERGENCY CONTACTS Applied Notice Provide to the City inspector, in writing,the names and 24 hour emergency telephone number of two(2)persons who have authority to resolve problems, take corrective action and, in general,will be responsible in case of any emergency. The applicant shall notify the City Inspector, in writing, of any/all assignment changes. PFI_Utilities 21 -OTHER Applied Notice PFI_Utilities 01 -WORK SITE REQUIREMENTS Applied Notice Applicant must comply with all applicable provisions of federal and state law, the Tigard Municipal Code, and the terms of any agreement with the City of Tigard regarding work to be done pursuant to this permit. PFI_Utilities 02-WORK SITE AREA Applied Notice The work area and approach roads shall be maintained in a clean condition, free from obstructions and hazards. The spreading of mud or debris or storage of materials or equipment of any kind upon any public roadway is strictly prohibited and violation shall be cause for immediate cancellation of the permit. The City may at any time order immediate clean-up and suspension of work to accomplish clean-up. PFI_Utilities 03-WORK SITE EROSION CONTROL Applied Notice Prior to starting work,effective and approved erosion control devices must be installed and maintained meeting the Clean Water Services and DEQ requirements. The City may at any time order corrective action and suspension of work to accomplish effective erosion control. PFI_Utilities 04-WORK SITE REPAIRS Applied Notice Disturbed landscaped areas shall be restored or replaced. Existing signs, pavement markings, mailboxes,etc shall be reinstalled or replaced,with like kind of material. Obtain City approval of restoration work. PFI_Utilities 05-TRAFFIC CONTROL SPECIFICATIONS Applied Notice Applicant shall provide traffic control according to the current edition of the"Manual on Uniform Traffic Control Devices [MUTCD]for Streets and Highways", U.S. Dept. of Transportation, FHWA, current edition, American Traffic Safety Services Association[ATSSA], and Oregon Temporary Traffic Control Handbook[OTTCH]. PFI_Utilities 06-TRAFFIC CONTROL PLAN Applied Notice Submit a job specific traffic control plan. A copy of the approved traffic control plan shall be readily available at the work area. Traffic control devices, flag persons, etc., shall be in place prior to initiation of construction work and shall be effectively maintained. PFI_Utilities 07-TRAFFIC CONTROL ROAD CLOSURE Applied Notice Public roadway shall not be closed to traffic, at any time,without obtaining written approval from the City Engineer. The applicant is responsible to provide 48 hour advance notice of traffic flow disruptions to affected businesses, residents and area wide Emergency Services: 503-629-0111 (Tigard Police Dept., Tualatin Fire& Rescue)and to 503-962-8140(Tri-Met) and 503-431-2345(Tigard School District)and other service providers impacted by such closure. PFI_Utilities 08-TRAFFIC CONTROL PROPERTY ACCESS Applied Notice Access to existing properties shall be maintained at all times, including normal delivery service and mail service. Obtain City approval of any access closures. PFI_Utilities 09-TRAFFIC CONTROL WORK HOURS Applied Notice Work is permitted in daylight between the hours of 7:00 a.m. to 7:00 p.m. Mon-Fri unless otherwise authorized by the City. PFI_Utilities 10-TRAFFIC CONTROL LIMITED WORK HOURS Applied Notice Hours of construction work on collector and arterial roads will be limited to 9:00 a.m.to 3:00 p.m. unless authorized by the City Engineer. Work will not be permitted on collector and arterial roads between 3:00 p.m.to 9:00 a.m. unless authorized by the City Engineer. PFI_Utilities 11 -TRAFFIC CONTROL MODIFICATION Applied Notice The City reserves the right to add to or modify traffic control requirements as necessary to effectively control traffic and to assure public safety. PFI_Utilities 12-UTILITY NOTIFICATION Applied Notice Oregon law requires following the rules adopted by the Oregon Utility Notification Center. Said rules are set forth in OAR 952-001-0100 through OAR 952-001-0080. Copies of said rules may be obtained from the Center by calling 503-246-1987. If you have any question about the rules, contact the Center. NOTE: Damage to utilities shall be corrected at the permit holder's expense. PFI_Utilities 13-UTILITY LOCATION CONFLICT Applied Notice Applicant must verify all existing utilities for both vertical elevation and horizontal location prior to start of work(pothole before digging if necessary). Should conflicts arise and redesign or relocation of facilities be necessary, it shall be done at the applicant's expense. Changes must be approved by the City in advance of work. Applicant shall coordinate the work with affected utility agencies. PFI_Utilities 14-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. RECEIVE® City of Tigard AUG 2 9 2017 PUBLIC WORKS — ENGINEERING = MAR' Public Facility Improvement (PFI) P&" NEERING TYPE OF WORK DESCRIPTION OF WORK(in the right-of-way) ❑ TYPE 1—Franchise Utility Work Check one: ;Utilities ❑ Sidewalk/drivewat•approach ❑ Str etimprovements performed by NWN, PGE Detailed descriptio ,f and/or utility agency. w C Y TYPE 2—Sidewalk/Driveway/Sewer Work performed for the purpose of- 1 • Sidewalk installation or repair. • Driveway approach installation Property/address/locations : and/or repair f LO►�� I l^ t 15eyj • Sanitary sewer lateral installation and/or main line tap / ElTYPE 3—Full scale Development Applicant: C %C 1 c,/ C ►/�1� Work performed with Land use Address: I l 1, V approval which includes any of City/state: G OC Zip:eT 7 7i' the following: Phone: C201J L' E a Cif . v • Subdivisions or Partitions Contact name: �Phon . / v • Street widening J • Mainline installation for Sanitary Contractor: 'D✓T�E' �(�G • sewer, Storm sewer, Tigard water and/or Tigard Water Service Area CCB#: Expiration: Address: 064InGS CJ/-- d l S SUBMIT COMPLETED APPLICATION TO: City/state: Zip- City of Tigard 503>L� - o�ls t m Planning/Engineering Phon f� �� ail: rJ Uh11 " � � "� 13125 SW Hall Blvd. Contact name:"�T�),'_ j on Phone46 l — /3(,"7 Tigard,OR 97223 Applications for"minor work in right-of-way" Engineer: Ak� JN6/Nj, ,AJ6 ;F Tog; Tr- y � i only may be emailed to: Address:)Z I l55 �W ��/�-14Ate' 12-D17 d %76 1100 rowpermits�ri�ard-or.gov FOR STAFF USE ONLY City/state:—Fu' � � Zi 7o 67- PFZ��1_ 001�s Phone 2-3 1- 32`(ZEmail: U -y^' -G'Il - C6rh Case No.: Contact named f- t b 1 g- /T Application submittal fee: $ 14;1`- Additional fees: $ Estimated value of work is required(if over$5,000):$ )0 Application accepted- Aci /I, (within the public right-of-way) By: M 6 Date: Application reviewed: Is work related to a LAND-USE DECISION? EJYes R No / If so,please specify (MLP, SDR, SUB,etc.) case#: Applicant notified: Is work related to a BUILDING PERMIT? ❑ Yes X No By: Date: l�)1:7 If so,please specify(BUILDING PERMIT)case#: I:\ENG\PermitAppli"tions\pfi_applic tion Rev.12/16/2016 City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 1 of 4 APPLICANTS NOTE: Person specified as"Applicant"shall be designated"Permittee"and shall provide financial assurance for work,if required by the city pursuant to TMC 15.041.140. * With the exception of a utility operating pursuant to a valid franchise 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(s)must sign this application in the space provided or submit a written authorization with this application. Franchised Utilities are not required to obtain the owner's signature on the application BY SIGNING BELOW,THE APPLICANT(S) SHALL CERTIFY THAT: • The above request does not violate any recorded deed restrictions that may be attached to or imposed upon the subject propeM. • If the application is granted,the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. • All of the above statements and the statements in any plot plan,attachments,and exhibits transmitted herewith,are true;and the applicants so acknowledge that any permit issued,based on this application,may be revoked if it is found that any such statements are false. • The applicant has read the entire contents of the application,including the policies and criteria,and understands the requirements for approving or denying the application. Applicant/Authorized Agent's signature Print name Date SIGNATURES of each owner of the subject property, if required. Owner's signature Print name Date Owner's signature Print name Date Owner's signature Print name Date PUBLIC FACILITY IMPROVEMENT PERMIT City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov 503-718-2421 • Page 2 of 4 DERRY DELL CREEK FINAL DESIGN STABILIZATION & RESTORATION PROJECT TIGARD, OR PROJECT VICINITY PROJECT SITE PROJECT LOCATION } DERRY DELL CREEK e e ppy r e�:arw *44 F a Op t-118TH COURT 1I GAARDE STEET s• [ 118TH COURT e GAAROE STEET PACIFlC k1VJYW J yq. y 7rr REGIONAL MAP PROJECT VICINITY PROJECT SITE NTS NTS NTS PROJECT TEAM PROJECT INFO SHEET INDEX PROJECT OWNER SPATIAL REFERENCE SHEET SHEET SHEET SHEET SHEET SHEET CITY OF TIGARD,OREGON HORIZONTAL: NUMBER NAME DESCRIPTION NUMBER NAME DESCRIPTION 13125 SW HALL BLVD. NAD 83 OREGON STATE PLANE TIGARD,OREGON 97223 (POLYCONIC)NORTH ZONE,INT FT 01 G01 VICINITY MAP&SHEET INDEX 14 C12 LANDSLIDE REPAIR GRADING SECTIONS PROPERTY OWNER VERTICAL:FEET NAVD88 02 G02 GENERAL NOTES 15 C13 CIVIL DETAILS CITY OF TIGARD 03 C01 EXISTING CONDITIONS PLAN 16 C14 STREAM RESTORATION PLAN&PROFILE ANDY NEWBURY.PE PROJECT SITE LOCATION: 04 CO2 EROSION CONTROL PLAN 17 C15 STREAM RESTORATION SECTIONS CARLA STAEDTER DERRY DELL CREEK AT 118TH COURT 13125 SW HALL BLVD. TIGARD,OR 97223 05 CO3 EROSION CONTROL DETAILS 1 18 C16 IN STREAM STRUCTURE DETAIL&QUANTITIES TIGARD,OR 97223 WASHINGTON COUNTY 503.718.2788 LATITUDE:45'25'10.5'- 06 C04 EROSION CONTROL DETAILS 2 19 C17 REVEGETATION PLAN LONGITUDE:122°47'57.9" 07 C05 EROSION CONTROL NOTES 20 C18 REVEGETATION DETAILS STREAM RESTORATION ENGINEER WATERBODY:DERRY DELL CREEK 08 C06 TREE PRESERVATION&REMOVAL PLAN 21 C19 REVEGETATION NOTES WOLF WATER RESOURCES,INC. MARJORIE WOLFE PE,CFM 09 C07 TREE PRESERVATION&REMOVAL TABLE AND NOTES RECEIVED mwolfe@woliwaterresources.com 10 C08 OUTFALL REPAIR PLAN 1001 SE WATER AVE.SUITE#180 q PORTLAND.OR 97214 11 C09 OUTFALL REPAIR SECTIONS AUG 2 9 2017 503.207.6688 12 C10 EXCAVATION PLAN l Ii CIVIL ENGINEER&SURVEY FIRM: 13 C11 LANDSLIDE REPAIR GRADING PLAN AKS ENGINEERING&FORESTRY,LLC. CIN OF TIGARD i�1111 JOHN P.CHN PLANNING/ENGINEERING 12965 SW HERMAN RDD STE 100 TUALATIN,OR 97062 i pj Ro,*111 na and Adds dl s SHEET i � �pbF ENGINEERINGDVISION DERRY DELL AT 118TH CT „eF D Bon Dale No. B PUBLIC WORKS DEPARTMENT G01 fFf 7 50%DRAFT 'V 61201 1 JR MP.R0JN10*:. 1J125 S.W. MALL BLVD. 01 90%DRAFT NM01 2 JWRCCMOD,OREGON 97220 1 t O"" - 100%SUBMITTAL s�T7n01 3 JR/RCC _ VOCE.503-639-4171 VICINITY MAP of 3 4 FAX: 503-6II-0752 21 •"° '""JC' RO-ORGOV & SHEET INDEX FILE NODESIGN:MW DRAWN:JR/RCC CHECK:CL BID ON: GENERAL CIVIL NOTES CITY OF TIGARD GENERAL CONDITIONS 1. DIMER TO COORDINATE AND PAY ALL PROJECT PERMIT FEES AND COSTS ASSOCIATED WITH CMKCT14G TO 23. ANY UTILITIES LOCATED IN THE FEUD THAT THE CONTRACTION OSWPTS ON DAMAGES SHALL BE PROMPTLY 1. THE PERMT HOLDER MUST COWLY WITH ALL APPUCABLE PROVISIONS OF FEDERAL AND STATE LAW,DHE TIGARD EASING WATER,SANITARY SEVER AND STOW SEWER FACLTES INCLUDING SERVICES AND INSPECTIONS BY REPAIRED TO NEW CONDITION. F REWIRED,CONTRACTOR SHALL INSTALL SUITABLE TEMPORARY SERVICE MUNICIPAL CODE.AND THE MUS OF ANY AGREEMENT TATH THE CITY OF TIGARD REGARDING WOO(TO BE DOE THE GOVMNG AIRSDICTIONS. OWER TO PAY ALL PROJECT COSTS AND FEES FOR CONNECTIONS,UTILITY UNIT REPAIR CAN BE COFIFIED. TIE COST a THE REPAIR OR TEMPORARY SERVICE SMALL BE BODE BY PURSUANT TO 74S PERMIT. TAPPING,TV.TESTING,CHLORINATION,WATER METERS BACNROA CERTIFICATIONS OR OTHER SE6AR OR THE CONTRACTOR 1 ACCESS TO EIRTNG PROUITES SHALL BE MAINTAINED AT ALL TIES,INCLUDING NORMAL DELIVERY SERWCE AND RELATED COSTS. 24. Nom THE OWNER AND OWNER'S RF3PPL4NTAlTE wMmu7aY OF ALL unL1LS EXPoSD. uM0E3Nmm ARAE SERVICE AND F NOT.slue BE CA11BE FON WON STOPPAGE UNTIL EFFECTIVE ACCESS Is ESTABLISHED. LEGEND 2. CONTRACTOR SHALL CONFORM 70 ALL CONSTRUCTION PEFN17S REQUIRED BY THE CITY OF TIGMD AND aim UTIU71ES SHALL NOT BE DISRUPTED OR CUT INTL OMER OR ONNEa'S REPRESENTATIVE HAS APPROVED RE 3, PURSUANT TO TIGARD MINIOPAL CODE SEC"7.40.180,Wam(IS PERMITTED BETWEEN THE HOURS OF 7:00 A.M.TO EASTING� �� WATER SERVICES OJT OR DISRUPTION. 7:00 P.M.DAILY UNLESS OTHERWISE AUTHORIZED BY THE CITY MANAM. EASTINS2 PROPOSED 3. OREGON UW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION(ANTER 25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCAT14G AND MAI NNG ALL ERSTNG SURVEY MONUMENTS 1108 RUES ARE SET FURTH N OAR 952-OM-0010 THROUGH OAR 952-001-0090.THE TELEPHONE a RECORD(NFLUDNG BUT NOT LMTED TO PROPERTY AND STREET MONUMENTS)PRIOR TO CONSTRUCTION 4. BEFORE INITIATING ANY CONSTRUCTION ATVIIY,THE PERMIT HOIDEN SPALL BE CONTACTED BY IME DINS PROJECT DECIIll1QU5 TREE O NUMBER FOR THE OREGON UTILITY MODIFICATION CENTER IS(110))332-23[4. IF ANY SURVEY MONUMENTS ARE REMOVED,DISTURBED OR DESTROYED DURING CONSTRUCTION a THE MANAGER(503)71627116 TO ESTABLISH A RACE.TIME.AND DATE FOR A PRECONSTRUCTION TEEING STOW SEWER CATCH BASIN n ■ 4. CONTRACTOR TO NOTIFY OTY.COUNTY,ODOT AND ALL UTILITY COMPANIES A MNIIUM a 48 BUSINESS PROJECT,THE CONTRACTOR SIAL RETAIN AND PAY FOR THE SERVICES a A REGISTERED PROFESSIONAL 5, ME POINT HOLDER OR H5 CONTRACTOR BALL MODIFY THE CITYS NSECTOK CASA STAIDIER AT(503)7162768 CONIFEROUS iPEF �Y:'VY NOUNS PRIOR TO START a CONSTRUCTION,AND O]FEY WITH AL OTHER NOTIFICATION REQUIREMENTS O SURVEYOR LICENSED N THE STATE O OREGON TO REFERENCE AND REPLACE ALL SACH MONUMENTS PRIOR TWENTY-FOUR(24)WAS PRIOR TO COMMENCING WORN TMEMNTY-FIR(24)HORS PRIOR TO ANY STAGED STOW SEWER MANHOLE V AGENCIES WITH APoSDICION OVER THE WORT(. TO SIIBSTANIAL COIgFTON a THE PROJECT. THE MMU EATS SCOL BE REPLACED 91NN A MAAAM INSPECTION AND AFTER COMPLETING WORT(COVERED BY THE PENT. SANITARY SEWER MANGE O OF 90 DAYS AND THE COUNTY SURVEYOR SHALL BE NOTIFIED N WRITING AS REQUIRED PER ORS 209.150 SON 5. PRION E BEGINNING WON,THE CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS TO THE OMHR'S 26. ALL FACDTES SIAL BE MAINTAINED N-PLACE BY THE CONTRACTOR UNLESS OTHERWISE SON OR B. A COPY N DHE PERMIT AND ALL AT AND A COPY O THE ALL APPROVED RM TO THE PAN RM All REPBESMUTVE: DIRECTED. CONTRACTOR SHALL TAME ALL PECAU71ONS NECESSARY TO SUPPORT,MAINTAIN.OR OT ERWIS Wf/DYENIS SHALL BE 0NSAVAAD AT HE WOA AREA. ALL MIT P SHALL CONFORM TOT L PONT AMENDMENTS CONDITIONS s ARD PRDS AN S AND FI THE CITY APPROVED PEWIT PLANS.AND APPROVED PEAR ANY OF THE AND TO EXISTING e@Qp{�@ a.IAT a SUBCONTRACTORS PROTECT DISTNG U11U1E5 AND OVER FACILITIES AT ALL RIES OARING CONSTRUCTION. CONTRACTOR 10 TIF CHYS STANDARDS IIID SPECIFICATIONS IMO 10 1FEY li]UiAL CONDITIONS. OUNCES 79 ANY a THE RIGHT-OF-WAY LK - - - - b.PROJECT SCHEDULE LEAVE EASING FACILITIES N AN EQUAL OR BETTER-THAN-ORI(9NAL CONDITION. AFORESAID MUST BE APPROVED BY THE CITY.N ADVANCE O WOW PERFORMANCE 27 CONTRACTOR SIAL REMOVE ALL DDSTNG SFAS.MAILBOES.FENCES,LANDSCAPING.ETC.AS REQUIRED TO 7. MAINTENANCE OF THE WORN AREA AND APPROACH ROADS IS THE RESPOSIBUTY a TE PEWIT HOLDER. THE WORK ID D[IIRY LIRE c TRAFFIC CONTROL PENN AVOD DAMAGE DAM CONSTRUCTION AND REPLACE THD/TO DOSED OR BETTER CONDITION. AREA AND APPROACH ROAR SWI BE MAINTAINED N A CLEAN CONDITION.FREE FROM OBSTRUCTIONS AND HAZARDS PROUTY UNE d EMERGENCY CONTACT NAME AND PHONE NUMBER 21L F S'IWDS OR GDUAWATER ARE ENCOUNTERED OWING CONSTRUCTION,ME CONTRACTOR SCOL NOTIFY A COPY OF M PEWIT HOLDERS CERFFICAR O INSURANCE SHALL BE AVAILABLE AT THE'AOR(AREA. A SI MTTALS 7HE OWNER'S REPRESENTATIVE OF THE CONDITIONS FORD AND COORDINATE ME ACTIVITIES N A MANNER 6 THE SPREADING OF N D OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY IOND UPON ANY REIN aH7DLNE L A77FTD A P1EOON MEETING !ENCOUNTERED. ILL ALLOW IME TO REVIEW THE SITUATION AND PREPARE A PROHIBITED TO PROPERLY MITIGATE THE WATER ROADWAY IS STRICTLY PROTED AOR IMMEDIATED VIOLATION N SHALL BE CAUSE IMMEDIATE CANCELLATION O ON THE PT. DITCH ENCOUTE ED. ME CITY MY Al ANY TIME ORDER IMMEDIATE DEAN-NA AID TIE STOPPAGE Of WORN TO ACCOMPLISH GLENN-UP. 11. THE FOLLOWING DOCUMENT S INCORPORATED INTO DHE PROJECT BY REFERENCE HEREIN:'GEOTECHNICAL 29. SCALES ON PLANS ARE 9400 FOR 22'X 34'SHEET SIZE, 9. EFFECTIVE EROSION CONTROL IS REWIRED. EROSION CONTROL DEMOS MUST BE NSTALED AND MAINTAINED MEETING an ENGINEERING REPORT DERRY Olt LEEK AT 118TH COURT STEAYBANK STABILIZATION AND O.FTFALL THE CLEAN MATER SERVICES AND DEO REQUIREMENTS. TIE CITY MAY AT ANY TIME ORDER CIINECTNE ACTON AND EASEMENT REPAIR'PREPARED BY SHANNON R WILSON,INC.DATED MAY 17TH,207. PAIR TO STARTING STOPPAGE OF WORT(TO ACCOMPLISH EFFECTIVE EROSON CONTROL CONSTRUCTION CONTRACTOR STALL REVIEW THE LATEST ED"OF THIS DOCUMENT. CONTRACTOR SHALL FENCE LIE CONFORMTOTO ALL RECOMMENDATIONS LISTED N TE REPORT. 10. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SCOL BE SEEDED WITH A STANDARD GRASS MIX;SHRUBS, 7. ALL MATERIALS AD WOIOIIN9R SHALL CONFORM TO THE APPROVED PLAITS AND THE APPLICABLE ROWERS BRE(DUST.EDSTNG SONS.PAVEMENT MARONGS.MAAB07E5.ERG SRALL BE REESTABLISHED.RENSTALED POWER LEE ON REPLACED.NTH LAE AID AND MATERIA PROVISIONS OF THE APPROVING AGENCIES CONSTRUCTION STANDARDS,THE MOST RECENT EDITION OF THE COMMUNICATIONS LK LWORM FUNDING CODE,RE WEST RECENT EDITION OF THE INTERNATIONAL BODING CODE(19C�APWA 11. EFFECTIVE DRAINAGE Gama 5 REGUNm. DRAINAGE SHALL BE CONTROLLED VIM THE WORM SITE AND SHALL BE STANDARD''OREGON HEATH DIVISION(GDS AND THE DEPARTMENT OF ENVIRONMENTAL QUAl1Y(DEO) SI ROUTED THAT ADJACENT PRIVATE PROPERTY,PUBLIC PROPERTY AAO THE RECEIVING SYSTEM 5 NOT ADVDRSLY FIBER OPTIC LIE - - - -_•- - -- WHEREIN EACH HAS JURISDICIMN WAVED. THE CITY MAY AT ARY TIME ORDER CONNECTIVE ACTIN AND STOPPAGE OF WM TO ACCOMPLISH ---- --- - EFFECIVE DRANAa CONTROL GAS LIE L CONTRACTOR 91AL AT ALL TIES ABIDE BY APPLICABLE SAFETY RULES OF 090.N PARTICULAR THOSE ---- 12. OREGON UW REQUIRES FOLOWNG THE RADS ADOPTED BY THE OREGON UTUTY NOTIFICATION CNNR SAD RETIES SWAN SEER LINE - -- -ry +- ■r m REGULATIONS PERTAINING TO ADEQUATE SHOWING AND FRENCH PROTECTION FOR WORIOEL NE SET FORTH N DAR 952-001-OHIO iNIDIWH OAR 952-OT-0000.COPES OF SAID RULES MAY BE OBTAINED V 9. THE CONTRACTOR SHALL PERFORM ALL WOK IECESSIRY TO COMPLETE THE PROJECT N AOWRDNIGE MIH FROM THE OUTER BY CALLING 50.6246-1967. F YOU HAVE ANY OAS71ON ABOUT THE RUES,CONTACT If SANITARY SEVER LIE - - - -- - - THE APPROVED CONSTRUCTION DRAWINGS INCLUDING SUCH INCIDENTALS AS MAY BE NECESSARY TO MEET CENTER MOTE DAMAGE RTI UTILITIES SCOL BE CONNECTED AT 7HE PERMIT HOLDERS DPDNST. WATER LIVE _ - _ - �- - - AHNABLE AGENCY REQUIREMENTS NO PROVIDE A COMPLETED PROJECT. 13, CONTRACTOR MUST VERIFY ALL DOSTNG UNDIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR 1D CONTRACTOR 9MLL MAFY SIZE,M7EWA.S,HORIZONTAL AND VERTICAL LOCATIONS AND INVERT TO START O WORN(POTHOLE BEFORE DIGGING F NECESSARY)SHOULD CONFLICTS NRS:DUE 70 CONTRACTORS ORDNARY UGH WATER MARX - ------ BRATI0115 AT ALL UTILITY COIECIAI$ FAILURE TO VERIFY OWING UTILITIES AND REDESIGN OR RELOCA71ON OF FACILITES BE NECESSARY,11 91AL1 BE 11. ANY INSPECTION BY ENE CITY.COUNTY.NCS•ONER'S REI ESENTAIY[OR OTHER AO31QS SHALL NOT,N DOE AT THE OONTRACTOR'S DEFENSE.CHANGES MUST BE APPROVED BY THE CITY N ADVANCE O WOR( GROUND SURFACE CONTOUR(1 FT) -___ - 501 501 MY WAY.RELIEVE TIE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WMA(N STRICT COMRIANCE PEWORMANCE CONTRACTOR SMALL DOMINATE ENE WON WTH AFFECTED UTIUTY AGENCIES.F THE CONTRACTOR NTH THE CONTRACT DaaAIDOM APPLICABLE CODES,AND AGENCY REQUIRDOM DDIIFIES A CONFLICT POOR TO NSTAMAI0 4 OF NEW NFRASTRUCT RL THE CITY WILL BE RE91MSBLE FOR GROUND SURFACE CONTOUR(5 FT) - IDR DIFENSES RELATED TO RmESWN NO CONSTRUCTION MODIFTC11oNS 12. F THE CONTRACTOR DEVIATES FROM THE APPROVED PLANS NCUIID THESE NOTES WDW FIRST 14 A TEMPORARY HARD-SURFACE PATCH(COD MIDI A.C.OR HOT MX BAS'PAVING)SIAL ®BE PLAON TRENCHES OBTAINING THE PRION WRITTEN A THCRUAIION a TIE D02M FOR 20 DEVATIas CONTRACTOR SHALL WITHIN ROADWAYS AT THE DD OF EACH DAYS WON. NO FRENCH,ON STE OR OFT-SPE,SCOL BE LEFT AT ANY EROSION AND SEDIMENT CONTROL BE SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INORRED N CONNECTING ANY WOK DOE WHICH TIME DEVIATES FROM THE BANS RES LT AN LIN-SAFE BEE CONOIMIN THE POUT HOLDER IS RESPONSIBLE FOR AND 5 LIABLE FOR HAZARDS ON DAMAGE 13 THE ENGINEER AS NOT BEEN RETAINED OR COPDMSATED TO PNME DESIGN AND CONSTRUCTION REVIEW W RESULTING FROM TE OWPROSETHE RM THE WGA. 1� SERVICES RELATING TO THE CONTRACTORS SAFETY PRECAUTIONS OR 70 MEANS,METHODS.TECHNIQUES. 15. WORK FRONDED FOR IADFR 11E PNMT 94111 NQIDE REPAIR a ElOSR1G fAG117E5(ROADS,O1CfS.EDC)AS STAGING AREA Ej� SED FENCE SEQUENCES OR PROCEDURES REQUIRED FOR TIME CONTRACTOR TO PERFORM HIS OR IEE WON. MAY BE NECESSARY.N THE CITY NSPECTOFM OPTION.TO OVERCOME DETERIORATION OR DAMAGE WHICH OOMIRRED N CONJUNCTION WITH N THE WOAUTHORIZED BY THE PERMIT. CORIECTVE WORN SIAL BE DONE AT THE PUT MLCH CONSTRUCTION I 14. CONTRACTOR SHALL MAINTAIN OBE(1)COMPLETE SET a APPROVED RAMS ON THE CONSTRUCTa P SITE AT HOLDERS D EASE ACCESS(12'0") L--------------I fDNSRRUC1ION FENtf ALL TIES WEREON HE OR SHE 041 RECORD ALL APPROVED DEVIATIONS N CONSTRUCTION FROM THE 16. ONE AS-BOLD DAWNG AND PO 90"ALL NEW PUBLIC NPROKMENTS NCLUDNG ANY REVISION MADE TO 111E STRAW WATTLES TREE PROTECTION FENCE APPROVED DRAWINGS WELL L AS LOCATORS AND DEPTa FX HS ALL SING U1LITES ENCOUNTERED. PREVIOUSLY APPROVED OONS7RJCTION RAMS AND,AY'IP SO.ANROVE ENT WHICH MAY IMPACT AN FIRINGIM RE TES FIELD RECORD DRAWINGS SCOL BE KEPT LP 70 DATE AT AIL.TMS AND SPALL BE AVAILABLE FOR GRADING LMRS INSPECTION BY THE CITY OR OWNER'S REPRESENTATIVE LEON REQUEST. SYSTEM CH N OF 1,SINAL BE PROVIDCOMPUAD 70 THE CTT BY A'S DiG IE➢DIVE L PROVIDE HONG WITH 7H f11RFFRS MEET PIRDTECIION O GERTNGIAN a NSTALAMN COPl1NK£ THE APPLICANT'S fNpER SMALL PROYDE TIE CITY MTI AN 15, UPON COMPLETION OF CONSTRICTION OF ALL NEW FACILITIES,CCNVACTOt SHALL SUBMIT A CHEM SET OF ELECTRONIC FILE WITH POINTS FOR EACH STRUCTURE(MANHOLES.CATCH BASKS,WATER VALVES.HYDRALTS AND DRAINAGE ROW ONECTON moo TEND RECORD DRAWINGS CONTAINING ALL AS-RRLT INFORMATION TO THE OMENS MYESENTATIK ALL OTHER WATER SYSTEM FEATURES)N 111E!DEVELOPMENT,AND THEN RESPECTYE X DJD Y STATE PLANE COORDINATES, INFORMATION SHOWN ON THE CONTRACTORS FIELD RECORD ORAWNGS SHALL BE SUB,ECT TO VERIFICATION. REFERENCED TO MAI 93(91).INCLUDE ACROBAT(-PDF)FILE AND ONE 11X17 COPY a AS-SULTS F SIGNIFICANT ERRORS OR DEVIATIONS NE NOTED,AN AS-BOLT SURVEY PREPARED ND STAMPED BY A REGSIERED PROFESSIONAL LVID SURVEYOR SHALL BE COMPLETED AT THE CONTRACTOR'S DGPHS. IT THE CITYS NSPECla MAY.AT HIS DISCRETION.REQUIRE PROVISION O TESTS AND OR REPORTS FROM THE PDa1T HO TER,THE PONT HOLDERS ENIND OR CONTRACTOR TD VALIDATE CLAIMS OF MATERIA OR COM51 UCTON 16. THE CONTRACTOR SHALL RETAIN AND PAY FOR THE SERVICES a A REGISTERED LAND SURVEYOR UCENSED AECI ACY /COPLIAII(I. AAM IESiS/PFPORiS SINAL BE PROVIDED AT THE PANT MOLDERS EXPMSE S THE STALEST OREGON TU ESTABLISH RAM OF IMP CONTROL MD PERFORM UTE NN T CONSTRUCTION INGS. SURVEYS m ESTABLISH THE UFS AND tltA0E5 a IMPROVEMENTS AS IIOICAIED 011 THE DRAWINGS. 18. FORTING MOIIUIIXIS PROPERTY[aIERs AID SURVEY MANNERS SHILL BE PROTECTED. BEPL/,CpEIT SCOL BE STAKING FOR GRAVITY DRAINAGE PF'FS/STRUCTUES AND OTHER CRITICAL NPROVEMDM SHALL BE AT TE PONT HOLDERS DffDNSE COMPLETED USING EQUIPMENT ACCURATE TO 0.04 FEET HORIZONTALLY 40 O02 FEET VERTICALLY,ON It THE PONT HOW BALL PROVIDE TO THE On INSPECTOR,IN WRITING.THE NAMES AND 24 HOUR EMEROINY BETUL TOEPHOE NUMBER OF TWO(2)PERSONS WHO HAVE AJTHOATY TO RESOLVE PROBLEM,TAE CORRECTIVE ACTION IT CONTRACTOR SHALL CONDUCT CONSTRUCTION ACTIVITIES N SIGH A MINER TD INSURE MINIMUM AND,N GENERAL.WILL BE MYONSIBLE N CASE OF ANY EMERGENCY. THE PART HOLDER SXALL NOTIFY If CITY NTE FOCNCE WITH THE 07Y5 AOCESS TO PUBLIC UTRITES WITHIN THE PROJECT ITS. INSPECTOR.N MATING,OF ANY/ALL ASYOAEII CHANES 16 CONSTRUCTION ACTIVITIES.EQUIPMENT.VO9OES,NO MATERIALS SMALL BE PLACID N AREAS MINIMIZING 20. THE PANT HUM 91ALL CRUS HIS CONTRACTOR TO PROYDE TO THE CITY ILTHR N EC70WRING,THE NNE AND NCON EMEN(E TO NEIGHBORING PROPERTIES 24 XON EMERGENCY TELUHA(MAHR O A DESIGNATED'COMPETENT PASO'RESPONSIBLE FOR C06IBICWM 19. PRIOR i0 MA ACCEPTANCE AND DAYMFNT,M CONTRACTOR SMALL CREW AE PROJECT SIR A10 SAFETY AS PER OR-OSHA CHAP.437,DN.3 CaSIRUCTDN.SJB-DnOW P-EXCAVATIONS 7wCO1W70R 9141 NOTIFY THE CITY INSPECTOR O ANY/AIL ASSIGNMENT CHIDES ADJACENT AREAS OF ANY DEBRIS,DISCARDED MATERIAL,OR OVER ITEMS DEPOSITED BY]IE CONTRACTORS k PERSONNEL RAND WE PRFORMNCE OF TIE WO IC 20. THE CONTRACTOR Sew BE RESPONSIBLE TO DISH THAT AL IEpIED ON MECCSSWY INSPECTIONS ARE COMPLETED BY AUTHORIZED INSPECTORS PRIOR TO PROCEEDING NTH 9BSEGET WORK WHICH COVERS OR THAT 5 DEPENDENT ON WE NOW m URE BE INSPECTED. FAILTO OBTAIN NECESSARY INSPECTION(S)AND L APPROYAL(S)SHALL RESULT IN THE CONTRACTOR BEING FURY RI VO16ME FOR ALL PROBLEMS ARISING F FROM L%NPEC7m wmc 21. lHf CamACIW 5 RESPONSIBLE FOR OBTAINING ALL NECESSARY INSPECTIONS OR ACCESSARY OBSERVATIONS FOR ALL WOR(PERFORMED KUM ANY RE-T ESING THAT MY BE RMUROO TO MEET R 9PE6NATDN. TE CONTRACTOR SNAIL PERFORM PRE-TSIs POOR TO SOEDUNG VESTS THAT MUST BE 1p WITNESSED TESTING MUST BE PERFORMED BY AN APPROVED TND PARTY INDEPENDENT TESTING R{` LABORATORY RETAINED BY THE CONTRACTOR. CONTRACTOR 5 SOLELY RESPOISBLE FOR SCHMOIC TESTING. ALL TESTING MUST BE COMPUTED PRIOR TO PERFORMING SUBSEQUENT WOK A COW OF ALL W� TESTI RESULTS MUST BE PROVIDED TO THE OWNER'S RFPREWARVE IMMEDIATELY UPON COMPLETION OF TIE LEST. I 22 THE LOCATION WIND DESCRIPTIONS OF EASING UTILITIES SHOWN ON THE DRAWINGS ARE pMPLID FROM �E AVAILABLE RECORDS,UNDERGROUND UTILITY LOCATE MA IONR BY OTHERS AND/OR FELD SURVEYS. AXS DOES NOT GUARANTEE THE ACCURACY OR TE COMPLETENESS O SUCH RECORDS ADDITIONAL UTILITIES k� MY DDSs VIM THE WON ABEA CONTRACTOR SHALL FIELD VERIFY LOCATIONS,INVERT FIEVATONS,AND J.� SETS O ALL DUSTING UTILITIES PRIOR TO CONSTRUCTION. E Revisions end Addendums EII�D III FORM'LIC ENGINEERING DVISION SHEET Y 5� c1 Nt Descd tion Date No. B 1965 HERMAN RO SUE 100 [ r ty ARAM OR IAI I PUBLIC WORKS DEPARTMENT G02 ] E ISSUED FOR CONS7RUCRON 7A 1 ✓PC ;TD3563,6151 'IJ775 S.W.AML!BLVD. i - :503.563,6,52 ■ 776ARD, WGON9727, DERRY DELL AT 118TH CT OF : [-Wn9- VOICE.-503-639-4171 a ?7 ENGINEERING SURVEYING-NATURALRESOURCFB Outfall and Landslide Repair je �'CXRISJ V' FORE5TRY•PLANNING•LANDSCAP:ARCHITECTURE W wMw TIG4RO-oR cov FILE NO Acnnu a*[:a/Avw DESIGN:✓PC DRAWN:NCD CHECK: JPC PRQLNO:57413 BID ON: GENERAL NOTES NOTES EX SAN MH , 1. UTIITES 9M,ARE BASED ON UNDERGROUND UTILITY LOCATE YAWNGS AS PRONO0 BY OTHERS,PROVIDED PER UTUTY LOCATE Pok 243.15 -- - - TICIXET NUMBER 17119200 a 17019206.THE SURVEYOR MANES NO GUARANTEE THAT THE UNDERGROUND LOCATES REPRESENT THE ONLY IT IN:233.94(B'S) ' TRFF.152 FR SPEC DECIDUOUS OBH(IN[HFS) i1AEENI1AlaER SPECIES D8N INCIFS UTILITIES IN THE AREA CONTRACTORS NE RESPONSIBLE FOR VERIFYING ALL DISTNG CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. ``�`Y ...10152 CONIFEROUS 7 10593 DECDUOIS N IF WT:233.89(8'N) / �`-Y / 10153 CONIFEROUS ] 1058/ DECIDUOUS 21 2 SANITARY SEVER LATERALS AS SHOWN ARE FROM nE CITY OF TGARD ES U9UTY YAP AND ARE APPROAMA7E (�/ f/ / 1015" DECIDUOUS 10 10586 OECIDIDUS 9 3 FELD WORK WAS CNI)ICTO JANUARY 31,FEBRUARY 1-3,2017. TAX 101 lam� 10155 DECIDUOUS 14 10687 CONIFEROUS 46 - 1j1X YAP 25 7 -'Y", iAx LOT 76W / lm% DFODUOLIS 5 10588 ONMFROLS m 4. VERTICAL DATUM:ELEVATIONS ARE BASED ON CITY OF TOM BENCINAI(NO.287,LOCATED AT THE HE CORNER OF GAAROE ST AND TAX'MAP n 197 OJCD 500•PUBLIC R THE 101% CONIFEROUS 77 ]0607 OECVHIOIS a 118TH COURT.MATION-30102 FEET(NGV 29) PLAT Of�E1 of THE r // 10197 CONIFFROUS CID _10603 DECIDUOUS %14 I0198 CONIFEROUS >b 10601 0[CDI1016 is 5 HORIZONTAL DATUM:A LOCAL DATUM PLANE SCALED FROM OREGON STATE PLANE NORTH 360+ 2011 EPOCH 2010.0000 DERIVED103W FROM THE 1I6YUE NES NOW IE1110RIF. NAD"2011) TAX LOT 8000 / / 2119n DECIDUOUS 7 10605 CONIFEROUS 13 TAX MAP 25 1w 03N -- TAX LOS 9600 / 103]1 DEag10L6 9 10606 OONIiE11016 15 TAX YAP n IW O3CD ,� 6. THIS MAP DOES NOT CONSTITUTE A PROPERTY BOUNDARY SUM10873 DECIDUOUS 16 10977 DECIDUOUS 7 I1E ____ / / ' sTWALL 10374 DECIDUOUS >. 10713 Eraw olEs 12 7, SURVEY IS ONLY VAUD NTH SURVEYORS STAMP AND SIGwAIU E. 1 / Sl , �I[o / / IM75 DEOOIDIS 11 tom DECIDUOUS 16 B lBURDING E 103A DECIDUOUS 22 211116 DECIDUOUS 11 FOOTPRINTS ARE MEASURED TO SONG UNLESS HOLED ONERMSF.CONTACT SURVEYOR M7H 974571975 REGARDING BUILDING - ELEVATED 1 / PAJq �l�1�%y f1. / U877 C17NFNMm 37 10717 DECIDUOUS 9 ( ��6!I�� / 108"1 CONFENOLAs ILD MOM DECIDUOUS 17 9. CONTO.IR NTERVAL 6 1 FOOT. i [ , / / I firll / /TAX LOT 1600 lam DECIDUOUS 12 2on9 DEC DUOS a SAX YM 2S is 03M 1®p DEC] 9 20720 DECIDUOUS 11 10 TREES MN 0.AYEIER U 6 AND lXtU1ER ARE SNOVN.TREE DIAMETERS TETE MEASURED UILIZNO A DIAMETER TAPE AT BREAST TAX LOT 8100 i' .` TAX LOT 75M / /// N5_//� HEIGHT.THEE INFORMATION IS SUMCT TO CHANGE UPON ARBORIST INSPECTION. IA MAP n 81 03CD /'/ \;Ir TAX MAP 2S 1W 0300 ///�/ , 11111 / 1// / r �01E0ja/� �q �\ 10310 CONIFEROI/S 37 10721 OECDIDl6 11 11. WETLAND BCIrOAIES SHOWN'SUE DEU FATED BY AKS ENGIEE RING 9 Fp�CTRY,LLC ON 01/30/2017 AN)WE PROFESSIONALLY ' , I yl,// /////I I ( ' /.�`� FOOE PA 1103112 DECIDUOUS 410 IOM DECIDUOUS 15 08"1 CONIFEROUS 37 107M OCCDIl016 14 SURVEYED BY ARS ON 01/31/207. I 1 1 i MOM IElAM1G MALL f / i/ry //// 7 I I I // IIA7�AUX Ln ` -.--10893 CONIFEROUS 34 lam DECIDUOUS 11 !, -DroBE \ ll� I 10397 DECIDUOUS 13 lam DECIDUOUS 78 __-- -- \,\�\\ tON 10399 DECIDUOUS 9 10730 CONIFEROUS 24 i__________ _ - --- / TAX LOT 7100 10399 DECIDUOUS a ]DAV CONIFEROUS 15 ------ ,TAX MAP 2S IW 03CD ) ILII 14�)411%`/1111! 11 y J 11I l W,: ` 1``ML//,�� 10100 DECIDUOUS 9 10732 CONIFEROUS Z] r I I j�'R1 IIIill�/! // / III 104M DECIDUOUS 11 10733 DECIDUOUS 12 ;l SSl I // TOT lOg3 OEaDl1DV5 11 10]35 CONIFEROUS p `.\ CX SAN YN //' ELEVATED EMING / /// I I!J i> 4�nrull , I 22 '1 k2 �n tCE, ;" EX 4'IVILT / 10521 DECIDUOUS 7 -lom DECIDUOUS 1t 10522 DECOUOUS 7 10737 CONIFEROUS 32 TAX lOT 8200 % I E N 266.11(CN) [268.17 /l�// 10523 DEGOIOUS 1s 10745 OECDUOIS 9 TAX MAP X IN 0700 // E 977:MIR IO'); / i /, EX � ��/i llll � SES q I 1062/ DECIDLK)US 17 ]0746 oEaDUDUS 14 EX SAIL YN " / / `•� r !! 1 105M DECNDLIOUS 14 10747 DECIDUOUS 7 r i RM:278.45 ' `EUD ' / ( 'A ]0527 DECMUDFS 13 20749 DECIDUOUS 10 E N 261.08(CM) '7 E:268. ' 11 iD1>�(1 I T l \/ I /// 10610 OE[IDlAE6 7 10719 DECDEDUS 11 • i b Ax LDS 1W 0 E ft 26197(CSW) /� IID I , / I IIIi I� low DECIDUOUS 9 NMI DECDUOIS 7 �\ \ ux MAP n Iw DxG E OUT:262.x--(6'g) / B 264 ` E%1'IFP ` 10637 OEgOlIDl6 9 10751 DECIDUOUS 10 L______________-�_- / // // I II p41 ` /FCNDE 10531 CONIFFROUIS 41 10757 DECIDUOUS 6 - - -- - -_--7 TAX LO1:7 WCUL� /' ��C!/ /� y 9 / Il<l) r' >� T LOT 1600 - / / IF163s DEODUOUS 11 10753 DECIDUOUS 9 \ \ --'NXTOT 8397- � / J/// / ) _ TAx MAP n Iw 03m t� DEgOuaa 73 10754 DECIDUOUS 7 r1z MAP n 197 Dlm EX rn LS /i PAVER 4AX MAP 251w DSm Ora / _ l TA%LOT 1000 , 'fj RIM:777.14 ' 57m DMC �'%�// J O / A 10537 DECIDUOUS 6 10756 ONIFEROS 11 ( , 1053" DECIDUOUS 13 10759 CONIFEROUS 11 rAx MAR n 197 O3m EX SAN,3 ' E OUT:01.36(Cp ' /'/iJ /I RIM 295.36 i i �' / EX 16-dP 10639 OEgOIDUS 9 NW760OW CONIFEROUS 12 EAE 285.56(8'Nlh EX rn W / dJLVERT REVAIm / _ / ]ID54D DEdDUDl6___- 11 _10761 CONIFFRDIa 17 -. i AX LOT 1100 I Esc 10.56 / / E:2x66 x« /// /' % / �m unm EASEMENT PER EX STM w E mT:265.35(CIS) t ) 2► // / /�/ LTHE�AT OF HDUYCREFK ]054i DEgp10 6 7 19765 CONIFEROUS 14 I I TAX MAP n 1M 0.TCC E N 274.11 B-E / •/ �� / / / {[EEA 10542 DFODUIOUIS 11 LOUR DONFEROUS - 6 RIE 291U7 I r EX STM 5. kart:273.99(1 b / / re i/ - - E N 1Ilk 1 1%, r / I RIM:294.07 EX SAN W ,%/. %' - 10513 DEaIX70U5 m 107"6 OECDIDIS m IE WT:192.59 I1Y5 ` E 957 29309 S• /' / ' SAN EN -- 10544 DFaDVOOS 12 IOm OECDLIOU6 D sIIW..210 j f I E CIE 29296(5-N) E N 27 70(8.10)) �t 10996 ', / " �l p510 7 / RIk 25L75 10645 DECIDUOUS 6 10997 DECDUDUS a Ix SAN Yx % / E.1:.1.11(ITS) E N 266.62 \ 0° n f il�miTTENT E IN 242.55(6•s) 10546 DECIDUOUS 7 Tom DECDUDLIS 7 / E 977:269.91(8'E) (6597) - i y rc WT.242.14 CN RN:294.82 b, ! I E OUT,266.54(INE) I /i T - 7�// //CHANNEL 1 ) IUI DECIDUOUS ID 101099 DECIDUOUS a E N:281.41(8.51 / i EXIS NG / /% `/ WOOD FOOT BRIDGE LOS" DE13DUDLJS a MOM DECIDUOUS 12 E N:180.53(8-N) / / I BUILDING EX 4-CPP 10619 DEdaDus 6 10901 DECIDUOUS 9 E I7UT:260.60(8•E) / / tE I CULVERT 17 IOP '"1 / 7 '� ,ame !'� / (�/\ / / I _ E:279.50 FEWDODNS i f 0543 \ / `\�// TAX LOT 3597 10551 DECIDUOUS 7 10903 DECIDUOUS 9 I LDT 1900 C J 2. ' 1 ///^�%% /\\\// TAX MAP 2S 1W aim TAX YAP.tw 03CCi Y /' ` / p �U - / �� 1055.3 DECIDUUO OUS 6 im 9 Iss DECIDUOUS it \\ / 1 _ / j // �� DED a1xUS 10 10905 DECIDUOUS 9 0,56 DECIDUOUS mx9m • ti E 1 'C �� ,'• 6 � DECIDUOUS a I0557 DECIDUOUS 9 IDSO7 DCIDUCKA 11 cop 1 I " -_ / TTSV WTXD FENCE 105% DECIDUOUS 9 m91M DvJDUOLJS a 105DECIDUOUS 9 um DECIDUOUS 14 I0560W DECIDUOUS >r 10910 DECIDUOUS 711 Isar$AIa1 YiT sTaNLDr 6100 �` /Io�OW �� ----"LUI LOT 72m 20561 DEaDLOUS a 111911 DECDUDLIs 11 'RD 5 AN SEWER CASEIEIIT tFMO / J !! 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SNS:-271`76------------- EAS"CRE PER 1K 1Nnn oEgOuaDs s 1098 DECIDUOUS 918 TAX IDT 1200 WATERS EXTEND ECUS 7 PIAT GEIXSDE PARK 10572 DECIDUOUS 6 um CONFEROUS a TAX YAR n IW O3CC OUTSIDE STUDY - ` 10571 DEdwDUn 6 10962 mNFERaIs 16 i ARCA BOUNDARY W� _ Ex STM 0 1709+1----_- - 1057/ DECIDUOUS 6 11975 D[[DUDl1s 6 { NII V E x:27121 psS) 6 10 LOT 1500 RN:201. I I qlT:2734(15-NWj _, ) 1"575 DECIDUOUS 13 1109 DECIDUOUS 7 77�� TAX MA 2S IW 03CC I SAX L0i 8500 E N:275.67(15j I r YP 271.69 '----'---------- TAX YAP 2s IM o3m E WT:275. TAX LOT 35(15 NN�� I r TWO OD I TAX MAP 225 1N OSDp I SCALE I Y TAX LOT 36m a TAX YAR 25146 0740 a ,l,e 24 30 g!t Revisions and Addendum ENGINEERING a FOREM LLC SHEET -' ��}4c+Nr Desch ion Date No. B 2%5 Sw NERYAN RD STE tW ENGINEERING DVISION I� ry UAA1S1 OR 97062 PUBLIC WORKS DEPARTMENT JR1111. i lSSUEO FUR CON57F2UCT70N D 18 AOI JPC y :501563.6151 73123 S.W.OREGON EAVD.50].5616152 ■ VO'ARO,03.639 9723 DERRY DELL AT 118TH CTUWCE:30.3-639-4171 R93G•SURVETM -NATURALRESOURCES F" 50-621-0752 Outfall and Landslide RepairFORESTRY•PUNNMU•EANDSCAPE ARCETECTURE NRw.TAGR0-DAGOV A[IEWA OATo,1/1,/,7 DESIGN:JPC I DRAWN:NCD I CHECK: JPC PRO].NO:5746 1 BID ON: EXISTING CONDITIONS PLAN 1 TAY LOT 71M TAX YIP 25 TO 099 f LEGEND / TAX LOT 8600 TAX LOT TOM TAX YAP 25 IW 03CD � E76STING DECIDUOUS TREE O i TM MAP 25 TN 07m / 4011 OINF21 OMNIS 006111 10 ODD EOSTNG CpiEROUS TREE �`., I ; ; 067PATIN AID FUMTM SMUCII6 / TAX LOT 8000 --------------ME WAL------- THEE x TAY YAP 2S 1N onD I — TREE TO MRN MED `. STAGING AREA E7 STONE� ST ______ YIEOI CONSTRUCTION CE •DTH) ✓i ELEVATED D STRAW WATTLES / •VEXISTING / Jjr�' /TAX LOT 1600 INLET PROTECTION O TAX LOT 8100 TAX LOT 75WW MAP`07C0 DRAINAGE ROW DIRECTION ♦ TAX YAP 25 1N 03CD / `+ TA%YAP 25 1W BUILDING03D 1 SID FENCE WOOD RETAINING WALL „ / 1 //j/// /// /1 / /'/•�yP// \ 1 2 1A CONSTRUCTION FENCE - - 1 ---AX----------Com \ J J r'•y+I Pr ll/ /' TREE PROTECTION FENCE OTADW LIMITS -- — — — — - - ` �'TA%TMMP`is N�o3m TAY OT 17L00 DISRIPBANCE .............. `.`, , ' CIfVAlEO ; j(j111)�lllll MINXMINX a,.oxa PROJECT LIMIT DDNG DECK TAX LOT 520D TAX YAP 2S IN OND !'/ `t- '�' II'/�7// / / //NII CONTRACTOR TO ROWS OF STRAW WATTLE AATLEANAND STREW. !' TAX LOT FOOD (111 TAX YAP 2S 1W 030C ------------_-y__�_—i'-"--! VANITY OW � !' •, IIIIIiIIII�f^l /NE - - -- IFMA$FEN BN - DE/'4AYTwF a iDxO c%a r / �)% / P` — / l ,AY Lot iA00 TAX 11 2000 TEMPORARY IN1E1 PROTECTION TW "F/ / ( EXITING MDING �/ TM YM)5 1W OND IA x YAV 25'w 03CC ( ) 7A%l0i 8300 " - 1 iA%YAP 2S 7W 03CD ELEVAIEO TAA LD-„OC ,ECf EXIS,MD 941 MD NIICII ( 000( / ( 1 TAx WAD 2, ,w C., 1HROWIWT WN57PI1C1YY1 1 F jF�l// 1 wNstNx w FBXE(Tm) // / / ,S; > •� __ __ nl 1 AF110VE A�� ;'' ry l FYOTECT CO51N0 SANITARY SEEN YMNdE f 1,�i A ��/� ✓/ � r'�;v' F. � / 0RO141WT C0406O1YN TAY LOT 19MM I / 15'TBP CONSTRUCTION N ACCESS(TYP) .!Ht`-� //� ,y�/ - /r � MMAG CHECK DMI TAX MAP 25 IN 03M / PLACE 1Y DEPTH OF BARK MACH OR OTHER OROIEO/ J�/ f " I EXISTING /� ii __ / TEMPORARY CROSSK STREAM BYPASS / / 1 BUIONG PROTECTION AS AFPlOYEO BY PROJECT ARBOf6ST ';7 +cv'7 / - oxc /^ �\� NAMCMI 1r YN / ' / 18'CIA X 72'LONG CULVERT we INF , .•• I 3 Nam , - 1 11, v IOIOAE COSTING FOOT BUIXL � I I MAINTAIN 1Y YIN FENCE // // s�Ea PUNo�M warFOR CONSTRUCTIONANNEL WITH� MY l �♦ / / DFM ISLE _ ^h F`/ uCnJ ASS BACK FlLL"BINK MUCH.CONTRACTOR ro RMI91 AND INSTALL TF1'FOOT BRIDGE AT DB of PNotcr PER SP67TG170M ,riti WOOD f01a TAX LOT Isco • �� ,.K• � � /%/E�r�� I � _ JJ / TAX YAP 7s IN DIw PROPOSED Is-Fr _ �, _ - - 611 STORMDRNLAGE — / TA%YM 2S IW OJCD �_____ \ EASEMENT TO lit �� - _ 4 FENCE 17 TEMP CONSTRUCTION ACCESS CITY OF CONCRETE WASHOUT TREE TOBE REMOVED(1)9) EIIA/b SEE 9RT CM / TREE PROTECTION FENCING(TYP) STAGING AREA lTro) �' y ij�/i �1 �,1 I / IEE sHr ww 4RAOMIG LMT(719) I' /, / E.NCC ,5 IEllP CONSTRUCTION ACCESS(TTP) R PROPOSE TEMPORARY ® I F" _ PLATE 12•DEPTH OF BARK MULCH OR OTHER GROUND TAX LOT 12M ( CONSTRUCTION EASENENT� cc / -i PROJECTION AS APPROVED BY PROJECT ARBOI851 / O TAR WAP 2S 1N 03CC SWAN N1TIE NOTE I 0 _ ,_ .-- TAX.OT 7100 �B N� RAX YM 25 IN D3CD E TAX LOT 13 00 L TAX MW E 1N 03CC RAX LOT 8500 1 ' E , TAX WAP 25 IN 03m TM L07 7000 SCALE: I"-30 FEET TAY YAP 2S IN D3CD TAX LOT NOD I� TAY YAP 25 IN 03M •a I � Revisions and Addendum ENI KUJC At FORESTRY,LLC SHEET 2965 5N HERMAN RD STE 100 ENGINEERING DVISION 1 oll�l Desai ion Dlrte No. B �ON 97052 PUBLIC WORKS DEPARTMENT CO2 r$SUED FDR CON$7R(/C7ADN IB I JPC $p3%1615, TXG 1 S.R. ROLL BLVD. 04 .5636,57 � IK,ARD,OREGON D777J DERRY DELL AT 118TH CT OF vDg,- V02E-GU-639-4171FAX' 50-674-073T 21 ERING-SURVE-LANDSCAPEALRESOUBCEIIE W MNNNCARD-CR.WV OUtfaIl and Landslide Repair FO SIGN:•PLANNING LANDSCAPE ARCWTEC1UiE EROSION CONTROL PLAN FILE NO R%HNNu a.rz:up+/+Y DESIGN:JPC DRAWN.NCO CHECK: JPC PROJ.NO:57415 BID ON: SANDBAGS VARIES BYPASS GRAVITY PIPE 18" SECTION IMPERVIOUS SYNTHETIC BYPASS GRAVITY PIPE 18" SAND BAGS CHANNEL BE --_ _ - - ARIES SLOPE - -— - 5-' wooD STAKE ---- PLACE WATTLES ALONG SLOPE CONTOURS. PROFILE PROFILE NOTE: 1. GRAVITY CREEK BYPASS TO CONSIST OF A TEMPORARY COFFER DAM AND 18"PIPE. 2. 18"BYPASS PIPE SHALL BE ROUTED TO AVOID INTERFERENCE WITH OTHER \ CONSTRUCTION ACTIVITIES AND ANCHORED IN PLACE. II 3. CONSTRUCTION CREWS SHALL INSTALL COFFER DAMS AS SHOWN ON PLAN TO RICE,COCONUT OR EXCELSIOR ISOLATE THE EXCAVATION AREAS. WATTLES 4. IN ADDITION TO SAND BAGS,USE AN IMPERVIOUS SYNTHETIC LINER TO REDUCE PERMEABILITY OF COFFER DAM. STAGGER 5. HEIGHT OF THE COFFER DAMS SHALL BE HIGH ENOUGH TO PREVENT BYPASS JOINTS FLOWS FROM ENTERING THE ISOLATED WORK AREA.DAM HEIGHTS AND MATERIALS SHALL BE INCLUDED IN THE CONTRACTOR'S WORK CONTAINMENT AND DEWATERING SECTION PLAN ❑ ❑ ❑ 6. WATER COLLECTED BEHIND UPSTREAM COFFER DAM SHALL BE GRAVITY FED TO THE ENERGY DISSAPATION AND FILTRATION STRUCTURE: ❑ STAKING SPACING4'O.C. 2 GRAVITY CREEK BYPASS SCALE:NTS C FLOW FLOW FLOW o ❑ NOTES: ° 1. STAKING OF BAGS REO'D USING WATER ROUTED THROUGH ° 2)1112•WOOD STAKES OR )�, ROCKBYPAA PIPE DISCHARGES ONTO ( \ ROCK APRON(4'COBBLES) APPROVED EQUAL PER BAG. �\ ,, TIGHTLY ABUT ADJACENT WATTLES, 2. SURFACE MUST BE SMOOTH Oh' BEFORE APPLICATION. BIOSAG FILTER BERM PLAN VIEW s• NOTES: S'OVERLAP,TYP TVP 1. STAKING SPECIFICATIONS: FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE o. 1'X2"WOODEN STAKES CHAPTER 4 OF CLEAN WATER b. ADDITIONAL STAKES MAY BE INSTALLED ON SERVICES EROSION PREVENTION DOWNHILL SIDE OF WATTLES, ON STEEP SLOPE OR AND SEDIMENT CONTROL HIGHLY EROSIVE SOILS. PLANNING AND DESIGN MANUAL. - 2. SPACING IN ACCORDANCE WITH DETAIL 940. STRAW WATTLE 6' TVP SCALE:NT$ SECTION VIEW CleanWab; Services NTS 1 Our commitment is clea, DRAWING N0. 880 REVISED 12-06 PLAN VFW NTS di i s ENERGY DISSAPATION&FILTRATION STRUCTURE SCALE:NTS s Revisions and Addenoums SHEET tion Dale No. a ENGINEERING DISION DERRY DELL A T 118TH C T CO3 dq ♦ PUBLIC WORKS DEPARTMENT SOM,DRAFT 3/16/2017 1 JR ,J125 5.w.MALL BLro. 90%DRAFT 4/2Bn01 2 JR/RCC ■ T64W,,OREGON 97223 EROSION os e 100%SUBMITTAL 5/171201 3 JR/RCC E2 OF III ��-ORS �� DESM:MW DRAWN:JR/RCC CHECK:CL PRa.ND: B,DQN: CONTROL DETAILS 1 FILE NO MAY BE USED SHORT TERM W/ UTILITY WORK AND W/ PHASING OF DEVELOPMENT FLOW . _W n AT"." INTERLOCKED t S1 2"x 2" POSTS r_ AND ATTACH PLAN VIEW NTS 80" AREA DRAIN CATCH BASIN USE STITCHED LOOPS Yff**num OVER 2% 2" POSTS NOTES: tom we*pe' // � � 1. BURY BOTTOM OF FILTER FABRIC 6" FLOW VERTICALLY BELOW FINISHED GRADE. 2'-6" 2. 2"x 2' FIR, PINE OR STEEL i 4'-0" --- FENCE POSTS. 3, POSTS TO BE INSTALLED ON 9"GI�oTTdEI FLOW UPHILL SIDE OF SLOPE. O V `� __ 4. COMPACT BOTH SIDES OF FILTER FABRIC TRENCH. as 5. PANELS MUST BE PLACED ACCORDING TO SPACING ON PROFILE DETAIL NO.940 DITCH INLET PLAN VIEW NTS 0 j 6" overlap of bags. I? FILTER FABRIC MATERIAL NOTES: 2'-6" 36" WIDE ROLLS CONSIDE1. RDITIONAL MEASURES ED T BE RED DEPENDING ON SOILTYPES. 4'-0" 2. BIO—FILTER BAGS SHOULD BE STAKED WHERE APPLICABLE USING (2) 1"x2"WOODEN STAKES OR II I � APPROVED EQUAL PER BAG. FOR FURTHER INFORMATION 6rMAXIMUM SPACING FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE 3. WHEN USING 30" BIO—BAGS TO ON DESIGN CRITERIA SEE 1'-61' CHAPTER 4 OF CLEAN WATER PROTECT A CATCH BASIN YOU MUST CHAPTER 4 OF CLEAN WATER FRONT VIEW SERVICES EROSION PREVENTION HAVE 4 BAGS AND THEY SHALL BE SERVICES EROSION PREVENTION AND SEDIMENT CONTROL NT$ PLANNING AND DESIGN MANUAL. OVERLAPPED BY 6". AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. SEDIMENT FENCE ��INLET PROTECTION:TYPE 4 t - 1 SCALE N"5 SrALE:NTS aeanWaber Services aeanW4;r Services 1� DRAWING NO. 875 REVISED 12-06 Our commitment is clear. Our commitment is clear. DRAWING NO. 915 REVISED 12-06 I• i a 3 { RDeNdo Addendume �� SHEET NO. BY ENGwEWORKS DEPARTMENT DERRY DELL AT 118TH CT f 50%DRAFT 3116201 1 JR J1PT25 s W. wPARTMENT 06 F 90%DRAFT 42&201 2 JR/RCC MPROJNO-.: MARD.OREGON 9722J EROSION OF 1 eu 100%SUBMITTAL 5/17201 3 JRRCC .. �E 30-639-4771 oiu 21 3 e°a CONTROL DETAILS 2It "`"`"eDESIGN:Mw ORAWN:JR/RCC CHECK CL &D ON: GENERAL NOTES FOR EROSION,SEDIMENT&POLLUTANT CONTROL STANDARD EROSION CONTROL NOTES FOR SITES LESS THAN 1 ACRE-CWS DRAWING NO.945 1. EROSION,SEDIMENT AND POLLUTANT CONTROL IS REQUIRED FOR THIS PROJECT. 1. WHEN RAINFALL AND RUNOFF OCCURS DAILY INSPECTIONS OF THE EROSION AND SEDIMENT CONTROLS AND DISCHARGE OUTFALLS MUST BE PROVIDED BY SOME ONE KNOWLEDGEABLE AND EXPERIENCED IN THE PRINCIPLES,PRACTICES,INSTALLATION,AND MAINTENANCE OF EROSION AND SEDIMENT 2. PREPARE AN EROSION.SEDIMENT AND POLLUTANT CONTROL PLAN(ESPCP)BEFORE BEGINNING WORK.KEEP A CONTROLS WHO WORKS FOR THE PERMITTEE. COPY OF THE ESPCP AND THE CITY OF PORTLAND EROSION AND SEDIMENT CONTROL MANUAL(MARCH 2008)ON SITE AT ALL TIMES DURING THE PROJECT. 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 THROUGH MAY 31 EACH YEAR. 3. THE EROSION AND SEDIMENT CONTROL FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR 3. DURING WET WEATHER PERIOD,TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF EACH WORK DAY, THE ANTICIPATED SITE AND SEASONAL CONDITIONS. UPGRADE THESE FACILITIES TO ADDRESS CHANGING WORK OR WEATHER CONDITIONS. 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE AT ALL TIMES DURING CONSTRUCTION.THEY MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED. 4. SELECT BEST MANAGEMENT PRACTICES(BMPS)FROM THE FOLLOWING DOCUMENTS:')THE CITY OF PORTLAND EROSION AND SEDIMENT CONTROL MANUAL:2)THE STANDARD CONSTRUCTION SPECIFICATIONS AND 3)THE 5. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION.UNLESS OTHERWISE PROJECT SPECIAL PROVISIONS. APPROVED,A SURFACE MOUNTED AND ATTACHABLE,U-SHAPED FILTER BAG IS REQUIRED FOR ALL CURB INLET CATCH BASINS. 5. INSTALL,MONITOR,REPLACE AND UPGRADE ALL FACILITIES AND MEASURES. PERFORM MAINTENANCE TO ENSURE 6. SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVES THE SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED BACK ON THE SITE AND STABILIZED THEIR CONTINUED FUNCTIONING. OR PROPERLY DISPOSED. THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM 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 FRAME. 6. INSPECT AND MAINTAIN ALL FACILITIES AND MEASURES UNTIL WORK AREAS ARE RESURFACED OR STABILIZED. 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS,DRAINAGE WAYS,OR WATER BODIES. 7. COMPLETE AN EROSION CONTROL MONITORING FORM AFTER EACH INSPECTION. INCLUDE THE INSPECTION DATE AND TIME. RETAIN THESE COMPLETED FORMS ON SITE AND PROVIDE THEM UPON REQUEST. 8, SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS REACHED A HEIGHT OF 1/3RD THE BARRIER HEIGHT, AND PRIOR TO THE CONTROL MEASURES REMOVAL. 8. NO VISIBLE AND MEASURABLE SEDIMENT OR POLLUTANT SHALL EXIT THE SITE,ENTER A PUBLIC RIGHT-OF-WAY OR 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY 50%AND AT BE DEPOSITED INTO ANY WATER BODY OR STORM DRAINAGE SYSTEM. COMPLETION OF PROJECT. 9. FOLLOWING A STORM EVENT.INSPECT AND ADJUST,REPAIR.IMPROVE OR REPLACE ALL DEFICIENT OR FAILING 10. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE,APPLICATION,AND DISPOSAL. FACILITIES AND MEASURES. 11. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES,USED OILS,CONTAMINATED SOILS,CONCRETE WASTE,SANITARY WASTE,LIQUID 10. PROTECT ALL FUNCTIONING STORM WATER INLETS AND CATCH BASINS FROM RECEIVING UNFILTERED SEDIMENT WASTE,OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. -LADEN RUNOFF. 12. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS, 11. REMOVE SEDIMENT AND DEBRIS FROM INLETS AND CATCH BASINS BEFORE PAVING. DO NOT FLUSH NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS MUST BE MINIMIZED.TIME RELEASE FERTILIZERS SHOULD BE USED AND CARE SHOULD SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. BE MADE IN APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE. 13.OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL 12. STABILIZE ALL EXPOSED SOIL IMMEDIATELY FOLLOWING GROUND DISTURBING ACTIVITY. MEASURES,IN ACCORDANCE WITH CURRENT CLEAN WATER SERVICES STANDARDS AND STATE,AND FEDERAL REGULATIONS, 13. STABILIZE AND PROTECT STOCKPILED SOIL WITH APPROVED MEASURES. 14. PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BOUNDARIES OF THE CLEARING LIMITS,VEGETATED BUFFERS,AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD.UNLESS OTHERWISE APPROVED,NO DISTURBANCE IS PERMITTED BEYOND THE 14. REMOVE EROSION AND SEDIMENT CONTROL FACILITIES AFTER THE PROJECT IS COMPLETED AND ACCEPTED. CLEARING LIMITS.THE OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT. NOTE:VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. 15.PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BMPS THAT MUST BE INSTALLED ARE GRAVEL CONSTRUCTION ENTRANCE,PERIMETER SEDIMENT CONTROL,AND INLET PROTECTION.THESE BMPS MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. 16. IF VEGETATIVE SEED MIXES ARE SPECIFIED,SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1ST;THE TYPE AND PERCENTAGES OF SEED IN MONITORING FREQUENCY TABLE THE MIX ARE AS IDENTIFIED ON THE PLANS OR AS SPECIFIED BY THE DESIGN ENGINEER. 17. WATER-TIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION SITE.AN APPROVED EQUIVALENT IS TO DRAIN THE SOIL ON SITE AT A DESIGNATED LOCATION USING APPROPRIATE BMPS;SOIL MUST BE DRAINED SUFFICIENTLY FOR MINIMAL SPILLAGE. SITE CONDITION MINIMUM FREQUENCY 1. ACTIVE PERIOD DAILY WHEN STORMWATER RUNOFF.INCLUDING 18. ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED,PREFERABLY VEGETATED AREA,AND THROUGH A SEDIMENT RUNOFF FROM SNOW MELT,IS OCCURRING. AT CONTROL BMP(I.E.FILTER BAG). LEAST ONCE EVERY 14 DAYS,REGARDLESS OF WHETHER STORMWATER RUNOFF IS OCCURRING. 19. THE ESC PLAN MUST BE KEPT ONSITE.ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO ENSURE THAT SEDIMENT LADEN WATER 2. PRIOR TO THE SITE BECOMING INACTIVE ONCE TO ENSURE THAT EROSION AND SEDIMENT DOES NOT ENTER A SURFACE WATER SYSTEM,ROADWAY,OR OTHER PROPERTIES. OR IN ANTICIPATION OF SITE INACCESSIBILITY CONTROL MEASURE ARE IN WORKING ORDER,ANY NECESSARY MAINTENANCE AND REPAIR MUST BE 20.THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.DURING THE CONSTRUCTION MADE PRIOR TO LEAVING THE SITE. PERIOD THESE MEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH ALL REGULATIONS. 3. INACTIVE PERIODS GREAT THAN FOURTEEN ONCE EVERY MONTH (14)CONSECUTIVE CALENDAR DAYS 21. WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT INSPECTORS UPON REQUEST. 22. IN AREAS SUBJECT TO WIND EROSION,APPROPRIATE BMPS MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF FINE WATER SPRAYING.PLASTIC 4. PERIODS DURING WHICH THE SITE IS IF PRACTICAL,INSPECTIONS MUST OCCUR DAILY AT SHEETING,MULCHING.OR OTHER APPROVED MEASURES. INACCESSIBLE DUE TO INCLEMENT WEATHER A RELEVANT AND ACCESSIBLE DISCHARGE POINT OR DOWNSTREAM LOCATION. 23.ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD. 5. PERIODS DURING WHICH DISCHARGE IS MONTHLY.RESUME MONITORING IMMEDIATELY UNLIKELY DUE TO FROZEN CONDITIONS UPON MELT,OR WHEN WEATHER CONDITIONS MAKE DISCHARGES LIKELY. I y1 f d� ,E a` Revisions and Addeodums SHEET av150:b`E Descdptbn Dale No. B PUBLICENGINWORKERING DEPARTMENT C05 � PUBLIC WORKS DEPARTMENT DERRY DELL A T 11 H C ny r �� 50%DRAFT 3/16/201 1 JR RPROJNO. 13125 SA..Hut BLVD. 90%DRAFT 4ne1201 2 JR/RCC T44RA OREGON 97223 EROSION 07 -4171 t 100%SUBMITTAL 5/17/201 3 JR/RCC rox1cE.503-624-0752 OF `�R °"�- WW..TlGARO-ORGOV CONTROL NOTES FILE NO DESIGN:MW DRAWN:JR/RCC CHECK:CL BID ON: / TAX LOT 7900 TAX YAP 2S IW 03CD / NOW POSTS SHOULD BE K' MIMIY Y SIEFL U CHANNEL HOLY VISIBLE RAGGING i r i r r ' TAX LOT 0 OR 2 1 OIA IUBPk OR 6 O.0 MAX IN ATTACHED TO TOPS OF ^ i % TAX LOT 1600 TAY YAP 25 1N JCD A'X4'TIUiR,9 N LENGTH ANCHOR POSTS TAX MAP IS IVI 03CO , --------------- 7 2'SQUARE.9 GAVE TAX LOT 61100b LEGEND TAX MAP 25 IN MOD , /" so GALYA7®�YE51 6---wL / DQS„NG KNo1Xn CONTOUR(I FT) / Da50NG CELmo CONTOUR(5 m ---_ ___ `// 11' � FINISHED GRADE CONigN I ELEVATED 4 PASO �I%I / ANCHOR POSTS DEP ff ( Ff) � :�� '` ffIX ,/� //r"�� /(y/ / / NSfN1ID 70 A OEI'iH OF iNI9ED GRADE ca,aR(s m ISO �'. y , V EBUDYc / / III / TAX Lm woo TO*D THANOF POSIT DDSTNG CONFIRM TREE TAX LOT Moo TAX LOT Tsro ) )//////// � �� A//ice �a IN an TAX bw 2s Tr 03M/;/ \',, TAX YAP 25 a o3CD / NOTES. EXISTING DECIDUOUS TREE I /////// /� / rFootvA 2 METAL FENCE FOR TREE ION AREA DEVICE,CTAEI r NOD ACIANMC WALL ti 2. THE FIE RES TEAR CT1011 NEA rSCRIST POOR TO ff ESTAEl151ED N .X X ``(�` 7. BOUNDARIES OF PROTECTION AREA SIOU ff STAKED VIED iiEF REMOVAL ' ' I ARBORIST PRIOR STAWIG DEVICES TREE PROTECTION MDF ; ,_____________� �� I I I A SEVER CRITICAL :ADO NOT DMAGE Ijl/ IROOTS MEN POSTS. MULCH CONSTRUCTION i ,Ax LD,74W % I S. DEVICE SHOULD ff MAINTAINED TNROJOW ON6 KCTM IATA(1Y ffPTM) __________i ------ /TAX YAP 2S 1r 0x0 / / / / // I TAX LOT 1710 6. RE61m FENCE MOTH c"w"UCTION IS cwffr. l`\• //;' ELEVATEDff / I7AX MAP 25 19 03M METAL TREE PROTECTION FENCE TAX LOT 62011 TAX YAP IS IW 03CD i I TAX LOT 1000 L TAX YAP n III 03cc (---- -- — / /; - VIII``I 1 FENCE O ARBORIST OBSERVATION REWIRED 4AziLu a 1wn0Dwrn /' / PAVER /)o DURING ALL TREE REMOVAL ACTINCE. ES �Q f _ ,AX LOT leoo BEHIND TREE PROTECTION FENCE. ww � TAX Yw a IN o3co TAX LOT 2000 PA \ � - / / / I IN EMI a ILDIK TAX MAP n Ir oxc ttR�� TAX Lm am / I ,,J j / CMsTRUCnOR ACCESS(TIP) TAX rw 2S.1N oxo % I / REYAOTEOIX RML Ir DEPTH EQ BARE MU117 TAX LO,1111 25 iHEAVY EQUIPMENT IS USED r TAX YAP N O1CC �'/ / /// FENCE TEMP Cp4 R Ona AIXESS(TVI) r / I PLACE Ir DEPTH OF BAER TAX LOT I900 TAX MAP n IN o3a GROUND PROTECTION AS APPROVED BY PROJECT UB /T/ / l ARBST,WYMERE HEAVY EO6 DRENT r/ T��(/ /! //�^ // �y / I I / I EXISTING r / i � 'pDD root IEIDff 1 RYa WOW FENCE TAX LOT 7500 / \ //IJ�IJI�Irr LaLEL —_ _—JJ=/- TAX MAP Is 1w DlcD g STAGIND AREA IrR) f�f _ = ___— '— } rE1cE A01 / MP CONSTRUCTION ACCESS(TYP) Tua Ir DEPTH OF BARE MULCH,OR(DINER �/ m►) oTXNID PROTECTION As APPROKO BY IS JECT UPSE AG AIBORISi,ANTMEAE HEAVY EOUP1f)LT IS USED FDIFE t TAX L01 1200 N 1� r TAX MAP n 1W 03CC I , -i _-- ---- inx LOT 7100 Q 1 LE' O �_--- - TAX MAP 2S IN DJ(D Irl A i S TA%F€ l0T 1JOD TAX YAP 25 119 07CC I TAX LOT 6500 - I TAX MAP IS IM OJLD TAX LOT 70M AE T IM MAP n Ir 07[11 SCALE: 1'-JD FEET I ' TAY LOT 3600 BRUCE R. BALDWIN TAX MAP n 1N 03CO ® wrc n o 12 ie 7Xw y r i Revisions and Addendum AKS 12965 SE ,Di 11 SF�TE MI0 ENGINEERING OVISION LUC SHEET 1111 6c e� Desch on Date No. 6 PUBUC WORKS DEPARTMENT C06 X� E� !$SUED FOR CONSTRUCTION 78 1;017 N 553,5,OR 97fI6I ' 507.5636151 1312.5S.W.IMLF RL2. DERRY DELL AT 118TH CT e 503.563.6151 A �. VOICE,OREGON 4171 OF 2 aks-mq.com FAX. SW-6J9-1171 ENGINEERING-SURVEYING-NATURAL RESOURCM FAH: SOJ-626-0752 Outfall and Landslide Repair 77 A CNR 151' FORESTRY•PLANNING-LANDSCAPE ARCHITECTURE N www 7IURD CEP N: FILE NO !E mN�uart:ltpl/,7 DESIGN:✓PC DRAWN:NCD CHECK: JPC PRa.No:5746 BID ON: TREE PRESERVATION AND REMOVAL PLAN Detailed Tree Inventory for Derry Dell at 118th Ct. Detailed Tree Inventory for Derry Dell at 118th CL TREE PRESERVATION NOTES: PRUNING,/TREE REMOVAL NOTES ANS lab No.57" ANS Nib No.37" ON Tree Speaks N ooh 9--Mmo.e/ DON WN spade Hookh IN-NNmow/ BAQFG WRwMS KM7 71EE'.a 1, PC CCNRACTOR SHALL PROVIDE AN ADEWAIE CREW OF PERSONNELTmp (6.I Earrwan wn.IsntnrH,rmmrl Cwnmmt• PaaW' INN'.. 1,0.- rree PAI [acorn N•met-fk more NOIN.-hewrw 1. NO PERSON WT CONDUCT ANY ACTVItt WT9N TIME PROTECTION PROIECTAREA EDJFM47,AND MATERIALS TO SAFELY AND EFRQDBLY COMPLETE THE los Sx 1: wlllpw kale..1 1 1 hrerd 10)16 17 PM Ndr NM rvbwl I I- ASSIGNED EACH 9141 CREW SHALL INCLAN INDIVIDUAL WO _.. - OF ANY TREE DESIGNATED TO REMAIN,INCLUDING,BUT NOT umnED TO, MALL BE DESIGNATED AS THE CREW SUPERVISOR,BE RESPONSIBLE FOR THE 1.3% s rwnaeWpI,(Aa>rpp-I C-Top avvaars dad 2 2 rrYrw 10719 6 Not Ndr TAM rvbpl t 1 I-- PAINING EWPWOT,PLACING SOLVENTS,STOW BULDNG MATERIAL AND CREWS ACETATES,RECfl\(INSTRUCTION FROM THE OWNER OR THE ONERS 1.- )) Do.W,M1r IPrr.dpavpo mtnnef.l 1 1 Mow 10720 it W Ndr(A-rvbel I. 1 Prrew SOIL DEPOSITS DU/PNG CONCRETE WASHOUT. MYRESMATV[Aro DIRECT THE CREW M ACCOMPLISH SUCH WORK 10197 30 Dowlaa-fir 1pl«OOQupp m[nalefYl 1 1 Mow 10721 11 AM Ndw JA hwe rwm) 1 1 Ii- 10196 30 DUJylaa-fir lP+rvdoQupa mmtla2l(Ia1kM Ode 1 2 Maw 10724 16 NM NM RMuf rvbV) -(SN'I - 1 1 Pirie ARAUIUI7S EIE}� 1. IIENEVER A TREE,0/1x1 IS NOT SCHEDULED TO BE REMOVED,HEST BE --- -_ MAC IR PRUNED.THE CONTRACTOR AHNL ENSUE THAT SUCH TRIMMING 10360 7 ChwrYl-nussp) Wn I.);OodM 1 2 Move 10726 is Chwrv(ft-,..l Maml.....ours exposed lean lW l 2 Pra4rve AND PRUNING IS CARRED OUT UNDER THE DIRECT SIPERNSION O A 10372 9 MODWUS Iat«alwW b.n Arborist Pwa•rw 10726 11 TREE DESIGNATED FOR PROTECTION..DECIDUOUS xa nal,�a,M Try an Nbr,ris� rrrrw 1. DURING CONSTRUCTION,NO PERSON SHALL ATTACH NY OBJECT TO ANY CERTIFIEDµ TIMING N gOOST.ALL PRUNING AND TG SHALL BE PD"MED ID ..0373 16 DEODlIDUS lbs«.IwW ban Arborist Pro,- 10729 ]! DECIDUOUS Na-'-.luatM by an Arborist - - P-- ACCORDANCE MIH THE PROVISIONS O NSI A300'STANDARD PRACTICES 10374 a ou.- Nd«.I.w by.,Arborlu ,Nw 107M 24 NWrf-pie lammaOapAW.m1 Many la rye rsp -opb;hartdrwQ:bolsi IN-ha; deux 2 2 rrrerw FOt TREE,SHRUB AID OTXER MOODY PINT MMDFNNIE'. 10375 IS DEOIXN)US Nr«.IwW ban Arbon+f Frrsw 10711 15 •a-hr lP+eNadvbupa.r«.iNi)Nut«ala.IM by.n Arborist 1 1 -rw 9110110 WAR 1AQS 10376 22 pFnDUdb Non-t-by•n A--' F-- 10712 23 r-fir lrxWoauyo n«.k,;;1 fspaM�wd;Soil.,-it Wrapprra loose 1 I lrrww 1 TREES G GRA TO ND REMOVED MPSSHAA QBE APPROXIMATELY T INPL 6"-12'ABOVE W377 37 CONIFEROUS Not«aiwW ban 1-- PNaNa 0719 u Cherry(ii-,..1 Prrarat 1. THE GRADE AREA NOT BE fITO HE RE REDUCED W HOUTNTHTHE RODETREE EASING(MADE 110 THEIR STUMPS 9111 ff LEFT N PUCE. PROTECTION AREA IZ TIONS H P JECT ARB w1MMA THE PROJECT 10363 >D mNIfF1N)1b Mr er•IwW by anArwrist hraww 10]34 M Y rf b%ple4m ma.npnY'luml[rpolM:seme brNur,WYba 1 ] hrww �AN11tlIZA71M�PROJECT ARBORIST MAY ALlfAt IXNFAAfF 4. RE CONTRACTOR MALL PERFORM ALL MVRN IN ACCORDANCE WTH THE 103" 12 0000I10A Not«•IwW by Arbalat prarw W735 u D-4111 -fir Ift-4ab.0 nNnNrdtl SMSOS'a111 3 3 PrrrwLIP LATEST Go" ENTAL SAFETY RE0.4ATIONS.ALL WOK SHALL BE 107" 9 oW011016 Nr«elwadb.n Arbabt Nacre 10736 f1 0fn0uan Nr-I.-&V NO Arbrbt harw OF 7E TO ONE HALF OF THE AREA ff WE TREES THE MIN TREE ROOT PERFORMED IN STRICT ACCODMCE NM ANS Z133.1'PRUNING MINING. PROlEC1GN ZONE 071 1108 SOLS(NO CU's 10 THE IDIMIM DEPTH REPAIRING,MAINTAINING AND REMOVING TREES AND CUTTING WU9FSAFETY 10390 37 .s.Rr lPa«sobponrnaks2l OookM.1 bap;S o(Idea -O, NY 2 2 hrrw 10731 32 EDN1E31016 Nr«alUaW ben Arb 0 - - Prrrw NECESSARY TO MANY OUT GR/LING OR LADSGWMG PLANS F RMI MDT REQUIREMENTS"NTH SPECIAL EMPHASIS ZEN TO 7HE ffORElONT THAT 10391 37 .,Rr(Pwda.porrwna..il 1 1 harw 10745 . Not AHdw IAM rv" Cavity,at WseMM dewy 1 2 Mae IMPERIL THE SURVIVAL OF THE TREE.AERATION DEVICES MAY BE REQUIRED ONLY OIMUFED UNE-GEARANCE TREF TRIMMERS BE ASSIGNED TO WORK 10392 6,10 1 willow 1- I coil-tn.m;M.nY larpeWlpmmbpM,twr;leen EWU NraMManeDel 2 3 Penne 10746 l4 Ped NM IATA rvbel 1 I NnMve TO EHSIIRE THE TREE'S SURYVAL METE A PoDEN7UA ELECTRICAL HAZARD EXISTS 10393 U as-Dr lhevapbupp memkw) 1 1 Pram. 10747 7 Nod Aid.lA6wf.6r 1 Wn lw) 1 I Mow 2 F THE(MADE ADJACENT TO A PRESERVED TREE IS RAISED SUCH THAT R 10397 It -DMM Not«alweed b an Aft,,St PON- to" 10 Not Ida lA6Ntrvf) 1 1 Mow COULD SLOUGH OR ERODE INTO THE TREE PR07ECTION AREA R SOUL 9E S WE CONTRACTOR$HNA YAKS TE THE R RELOCATED AD IN ORDER T NIM 10396 l3 DECIDUD16 Not«•Iwad by.,,Aft"11 Ira4ew 10 49 11 lad Ad,RMe rvbel so-O I.;ft M W.Mbinitllb,1,drd 2 3 p- PERMANENTLY STABILIZED TO PIEVW SUFFOCATION OF THE ROODS NY UTILITY THAT BUST TH PROTECTED CA RELOCATED L ORDER TO ACCOMPLISH THE ION O THE CONTRACTOR OINL ff SOLELY RESPONSIBLE UTILITIES IE 10399 6 OEnOSRfUs Not wW banMbpnst - - praM 10750 7 PdNdrlAln.srvbv) 1 I Prrrw FOR THE E AREA OF OF EPEE CONSTRUCTION ND CONDITION TA ff ALL NECESSARY unulEs _.. - _ 3. THE APPLICANT SMALL NOT INSTALL N IMPERVIOUS SURFACE N1HN THE 10400 9 DILTDUD1n fat«eiwW ban Arborist rrrerve 10151 10 NM-IAM.(cubo) 1 1 Prrrw TREE PROTECTION AREA WITHOUT THE AUTHORIZATION OF THE PROJECT NOUN THE AREA V IDDAM UE TO ND SHAH LYE ALL TE AIRY liml ll DECIDUOUS Mr nalwW Dy an Arborist rrrww 10752 6 NM NM IAaua L 1 Frnew ARBORIST.THE PROJECT ARBORIST MAY REQUIRE SPECIFIC CONSTRUCTION PRECAUTIONS TO AVOID DAMAGE TO EXITING URINES 10"2 ll DE 1000U5 Noe«.HwW ev an ArDerl,t hrsw 1 10753 9 NM Nor IA.-rvbv) 1 1 hesrw METHODS AND/OR USE OF AERATION DEVICES TO ENSURE THE TREES 6. ANY MATERIAL RESULTING FROM THE TRAINING OR REMOVAL OF ANY TREES 10403 a DFODUOUS NM-1-INI Iry an Nbblat 10754 7 RM Ndrr RIM,rvM) Wn(%O L 1 prmew SURVIVAL AND TO MINIMIZE THE POTENTEV FOR ROOT INDUCED DAMNS TO MALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR TO DISPOSE OF. 30571 7 01OD1M116 Rat«alwtM by anNWNlst Prrrw 1 10756 11 Ped ids(At...rvbn) N IRcaM Irn INE 1 1 NrNove THE IMPERVIOUS SURFACE. SM22 7 DECIDUOUS fbt.1-bym Arbod+t P=' IoN 11 DoNW -fir(1-&bupa-iid1l karpet ba4e dbook-1aM51Ede SOON) 1 2 Mow 4. TO THE GREATEST EXTENT PRACTICAL,UT UTY TRENCHES SHALL ff LOCATED PRU7. HAZARDOUS BE REPORTING ANY PERSON EF DW0NGAGED N TRAINING OR 10523 13 DCDDU016 Nw-1-by•n A-- I-. 10160 12 D.W.,6,IP,ruenbupe mPweNH 1 I NwroN, OUTSIDE OF THE TREE PROTECTION ATEA THE PROJECT ARBORIST MAY COULD 9F10 BECOMES AWNS OF A AND O RTY,S A.L RENGTH,SUCH THAT 10524 17 DIQWd15 W-I.W by ii ba,10 Praerve lon2 22 Dowif.,fit P..dpbwl-ib0t) I I Maw REWIRE THAT UTIL ES BE TUNNELED UNDER THE ROOTS OF TREES TO BE TREE(SCOULD ff DANGEROUS 00115 TU PERSONS AND PROPERTY,SHALL REPORT EES . _._ RETAINED F TIE PRGECT ARIIORIST CElEwW1E5 THAT IIETIfJ1NG%WTD SMALL)CL THE DINER THAT THE OOV ER'N NAREITURE, DISEASED, SUCH REFS 10525 14 OmDU011S NAA-I-wd an Nbrbt 11- 10765 14 00*a fir(Pfraabwe rnMDlNI)CpdOMMMbp 1 2 NrrYe 9111 INCLUDE THOSE WAi AAE OVER MANRE,gSASED,OR SHOWING IM27 13 ombt3016 MdwWlwW ban ArOorHst !Taco 10711 6 RM Alar LSU,. No karpet Wtedurool-la.61m. 1 1 Moue SIGWFICNTLY REDUCE 1HE CHANCES OF THE TREE'S SURVIVAL SIGNS OF DECAY OR OTHER STRUCTURAL WEAKNESS. 10529 7 "E"DD016 Nr4wHtllW byan ArborH,t harw 10793 w IW Ndtr RM-I 95%dbpbco olohln" 1 1 NO'Naw 5. TREES AND OTHER VEGETATION TO BE RETAINED SHALL BE PROTECTED FROM 8. DAMAGES ANY DAMAGE CAUSED BY THE CONTRACTOR,INCLUDING,BUT NOT MIX 12 I%UDUOUS Nr«•HwWby an NbOrlr Prrrw on? I Ped of nI.M.f-1 wk.q;sore boYr WarAr 2 2 ONNaw EROSION AND SEDIEIITATON.CLEARNG OPERATIONS BALL BE CONDUCTED LIMITED TO,BROKER SDEWMX,CUB,RUTTED LAN,BROKEN WATER SO AS TO EXPOSE THE 91AUEST PRACTICAL AREA OF SOL FOR THE LEAST mu 9-. uE[IUUDta NY«alwW ban ArOai,N harw Um" 7 NM Naw RMloo I.-I 1 1 prrrw P�AMOUNT OF WE SHRUBS,GROUND COMM AND STUMPS SHALL BE SHUT-OFFS.WERE DAMAGE BNA 11 DAMAGE E REST HE OWN EIC..WILL 1053• 41 CDNRFR0,6 Nr 4wiwW ban ArOabl hnww t0e99 / NM New RM rvb.l Irnlwl I 1 Prrerre MMTANED TO CONTROL EROSION,WHERE FEASIBLE WERE NOT FEASIBLE, BE REPAIRED ORD ALL CON A IDBY MINCER 10 THE OWNER'S 10535 11 Df0000Vi NotenlwW ben Arborl,t hnsw 10900 12 RM Ner.IAMNMI 1 I Prarve APPROPRIATE 0109M CONTROL PRACTICES SHALL ff IVfMENTED. SATISFACTION,AND ALL 00515 PAD BY THE CONTRACTOR 10556 19 DFODU116 Not«•IwN.ab, Ar 41 Presrw 10901 9 NM ueQ IAM,..rvbel l 1 Prrrw 9. ANY 9DSH O-FARNG REQUIRED WITHIN THE TREE PROTECTION AREA SHALL 10531 6 OEODUda Not«.IwW b.n-1 hnww t0M2 6 RM ue..wd„,ubrp 1 1 Frnnw BE ACCOMPLISHED w1H HAND OPERATED EORIDIT. 10536 13 DECDUCN1; NotrwlwW an Arbai+t - hnww 10901 9 I,M NaQ Al-I ,ubp: I 1 rra4Yw 10539 s ofODwla NN re•IwW by 11 Arbalst haerve t09M II Rad Naw H;-vapl l 1 rreaere 1, THE PROJECT ARBORIST MAY REM ADOTIORL TREE PROTECTION I0. OPTIMAL L E REMOVED SHALL ff FELLED SO AS TO FALL AWAY FROM 105" 11 D[ODW16 Not-I.-ben Arborlss harw 10905 9 RM NM A.-rvbel a 1 P.rrre IUS,.FES W9ON ARE CON95TEN1 Wn1 ACCEPTED WBN FORESTRY ORTNU'L OF ROOT TO ZONES AND TO Alm Fl TREES AND 10541 RM NM NM mime) _ _ 3 1 hrrw 10906 • RM Naec IAll-boi) ryarye PMCTQS USED TO OF DAMOTS N REMAIN.10TRS DIRECTIONAL FEELING TE 1RE6 9WL ff 7 . USED TO A10D DAMAGE 10 TREES DESIGNATED FOR REIEN11014. 10542 Il DECOUDUS Md ealwWOy enNkNN - preew 10907 12 DEllutsDuS Not aaluaW pin MIM[[ Prarve 10543 10 RM Ndw(A-,.*.) 3 1 brew 10906 6 DECIDUOUS Na-I.W by On Nb", Prrvw EFGAYAWIN mm OPTIMAL TREE RI70i PROTECTION ZDMM PRO11. ALL DOMED O0/5N AND BEES ND OR WI RDDIED FROM THE DOFF OF 105" 12 Ned Aids TAM-) -CJ 1 1 hrrw 10909 14 DECIDUOUS Na-I..w byp Arbrbl - hrrw THE TREE PNEAIONRKBY HND OR ON SMALL OMWENT STAGEDFING THE 1. F3GAVAn01 Z THE TOP 26 NOES OF SOL N ATI OPTIMAL TREE ROOT of TRIM OUT,NOT B NEA EXTRACTION STALL OCCUR BY UFING THE !0545 6 NM NM RM.s vavl 1 1 prrNw 10710 7.14 CM1rryl•rvnur.) CadorrAMm 1 I harw YADFSLAL OUT.NOT BY 90OOHG R ACROSS WE GROUND. 10s46 a ANN Ade IA.a rvbv) sur 1 a Prarw loll it chrrr lANrnva..l _ -�- 1- 1 Prarnw TO TEC7KN ZONE SIOAD ffON AT 711E DURVAIIOI UNE THAT 15 CL�ESI TO THE REE 12. AI EA,A ROA ED O ACCESS ROADS MUST PASS O'ER REE RPROTECTION HES 11s47 10 Nr Ndr BMus Tubal f s IraNve M9u n wiNavlSaDa..1 COM" IN ec.y 4t e,+t;eu4n 3 2 Frame ATEA A ROADBED OF STEEL PUIq O B INCHES Q YOLCN,OR 6 FIDES IOS" / --IAMu-) 1 1 Prrere I MIS 21 INEINNI6rploI- yw,m1[aMnmMMOmaYW ;SIN11(068P 2 2 Pratere 2, THE EXCAVATION SHOULD BE DONE BY HMD/9DVEL OR NTH N OF GRAVEL SHALL BE PLACID TO PREVENT SON COMPACTION IF DETEFNNM MSN 6 Rod Aidr W.,r IooI IrnN f 1 hrNNw M914 N WYarn Nedcedar(TA pAmr) Senn bo-od W.A.roob t 2 htwve EXCAVATOR AND A PERSON NTH A SHOVEL PRUNING SHEARS AND A NECESSARY BY THE PROJECT ARBORIST.THE ROADBED MATERIAL SHALL BE 10556 6 Rod ANN TRIC.-) Mo.0) f 1 prrrw 10546 IS N lorlw. [odomMm:6's4rlN boM 19 Nem Ii N'Wn1E) 7 2 Prarre PRUNING SAW. REPlfN191FD AS NECESSARY TO MAINTAIN A 6-INCHDEPM Mss( 7 wee Alda WYf MVI W.0) 1 1 NN4tWw l000m • Tod war N4Aaf rvbrl-_ Irn IN - _ 1.. t Prtlrw 1 F DONE BY NAND,ALL ROOTS 1-11104 DIAMETER OR LARGER SHOULD BE 13. PRUNING:THE CONTRACTOR Still COMMIT WTH THE PROJECT AIBONST mm t0 Nad NaN MAa.a rvlwl Net4n 4op;MnMa:OwOtr 2 3 RYNNW 3082 21 Rab NdN OAatrNwetel Nebo Yp;OeuWCpdaMPlMp 2 1 haNw PRUNED AT WE EXCAVATION UNE PRIOR TO ANY PRUNING ACTIVITIES NECESSARY FOR CONSTRUCTION 105% M IW Ndw RM rubel 1 I praNw IoM 9.11 ORIDU016 ktpl4wlttsW benArgir harw ACTIVITIES.ALL PMW ACTMTES 94ALL BE FfJFORYEL N ACCOROAN 10537 9 RM Ndw RMusrvbal 1 1 P- Iml 6 CONFEROIIS Not«.IwW b•NA 11 harre 4. F DONE WTH N EXCAVATOR(MOST LIKELY SCENARIO),TEN THE OPERATOR WITH NSI MOD PRUNING STANDARDS PRUNING SHALL BE COVETED PRIOR 10556 9 WNear GEM rubel 1 1 r- MM2 16 wr6N,N Ned[aa,(11NO pA-) SNap:Dodd r1- l 1 hesere SIAM,START ME On AT THE EXCAVATION LAE MD CAREFULLY TEEL'FOR TO THE START O CONSTRUCTION ACTVITES 10559 9 RM Ndn(Aural rvtwl ur 4'I ur;4NN MY dr•r 1 7 NYNNw 11095 6 DECIDUOUS las«.I..WbanA .1 heasve SHOVEL HROOTS/READ DIGS WHEN TETE R TS MDNCF,THE PERSON TIIN 11E SHOVEL HANG DIGS AROUND TIEER RS RE NO PRIZES TIE ON N 1-Iq1 14. CUT BR,VRCIES AND 80015 NTH SHARP PRUNING NSifdAEMOS TRAi DO 103" 24 WDlav Ualw.l 1 1 1- 1108 7 OEGDUOIa Na rwlu.W b.n Arbalst presrre DIASTER OR LARGER. NOT 00 OR TEM. ]0561 1 MNdr(4Mus rvbol YrYpMal;Wnlsl;5wrr allaN 1 2 praNw TY•I66f- NIOOI-144 foss 13 Nr do,RM rvNsI 1 1 Pias- Idol Eastr, mW rrrwvod•122 5. THE ALL TWE&R 6 TO REMAIN OF OF THE TREE ROOTS TO ff PRESERVED I5. AT THE ED.LAN ION(CLARK AND10EMA ALL FREES SHOCERT T OKE AGAIN BE Ai ALL EWES PREVIOUSLY LVD NDEFC AND RD/OVAL O HEALTHY TEES CAN EXPOSE 1056.9 N NtlMM RM MINI 1 l RenYw Tabled Eu+nry Tree roDrNrared.n PREVIOUSLY UN9I11 DEFECTS AND O7IEANIff NFAITIT TREES CAN BE 105fi6 12 Nod Ndr~odwOI 1 l hrnw NYebb Nr6rr 6. ALL ROOTS SHALL BE WT GEAILT NTH PRUNING SHEARS OR A PRUNING DAMAGED O1RINC COMSTRUCTON IM7 7 Ned NdN IAN oas) fpe4eNAla6e 2 1 Mame 1•Cow IWIM-AbrlWtteMbb IrMcll Niar,bark ew rooi-11-da,Ar-ft rnpe9w.pei-Ms nofipe It inbcbonw lMiboon,end W,• SAW' IDW11 9 wIYdN(Aa.4Mw) M1NW[IM I..CEW1 I 2 Nrrw boh Icvd of A,,w0.114. 10569 11 cNoOV10--w1 Irn WI 1 1 Prarm 2•F•irNrlM-AM1rM•trNbibaeme•broim.IDYIM1harl�ri,tic,aw/asho.s+arwslgmdinlwlimalnlnution,WsmaYbeN«rt+MaabaewiM T. THE PRL TCTAROTPRHASTBEaATEATIScNY6THE 0101 THE aWdrnnalaabNre. OPTIMAL TREE ROOT PROTECTION ZONE THAT IS NMN THE TREE y 10510 12.14 NM Nor NlM rvba) a^sten-wnlswU l4•s1.n-lrnlNl 1 1 Pr...b PRDRctKN AREA 5 10571 N ROI Nhr 0- ANO) 1 1 prarw -- 10574 •PoorNrsM10574 6 RM NM IA-ruhm) -(NI I I hnww "a^asa'��•� ` Ems 13 RM Ndw owu,m6m1 Inn I-) 1 1 hnww I-food 50-0,-Aar drat ahlNb NYcal phwlcal Fwm[Iura1YOiltica,folm rapecliveapeia,sloes la0en,01--111 dvfwU of id,--QuM, a 111513 24 DECIDUOUS -I.-by l., reeve •w/.--two. I•f461-11-A Qtr Met bohibib name abnwrMl p"kal arm--is-•nd/w So-sips d sbulmrl adKO.yN.tA IMucr Mr sttucMr.l,IMgiN of IDS' 21 DEODUDIK Nr«•IwW bNn Arborlsl hrrw IWb4C buts.rd iwks,wdimNnenl Phy+iulf.Ilae,--,Wc-,-eiiNrbaicdbrl•bo-,tetWa+. IO5N6 9 CarA(h.no.) Ooo6ed:MrkpMlnl 2 2 harw 9.por Sbwewe-Atrr Mal nhi bih oib-1t1y aba Iphy,iol RamlWraeeerisdesaw/pr sipiR<aN anurtoral ddrt+MEtau6atanbally rMurn Me t 1Ds17 46 D.4•s-hrlhpdo.."o Meaf Swr - 1 2 PraNw %0K .1 vlaNllry d elle bee,cancel WOO,WaOaW,aw arelwk.tlwdlmkrlrt physical hilae. Fri" j lOSM N Doe.,..,(ii-dob.gim,ON ;l)5.er I I prnatr.e lobo: N Ped Aldr Rawr.Yal I- t 1 hrrw .-I,b arebr,-Wlit-use loo..6on, Mkrotfea6e.tr•INry.•na eapels,ceba•mM trer,recamaMr•wira mrNlatlDtfirlM doer, t 1=3 9,14 RNdr ye Mw W1 Codominant r San•AraI-cop 1 t pro" 4w ane.npt MrMuce Men+ko1.A,,,rrnrv.IMnieMaw Ani Micnmm•YchooseMaccepadisrEbardMrernnv,wseannmdMrarbai+taswl lO 11 Aad Ndw NM.3aba1 1 1 Prrrw addioorul.dvice.Arbari+n canrd a.att«rycmJtron Matcoddpeaibtyladmd,esbucmral failuradaba Drew arellnM a6anl+M Mat laU,n w.ys aw A F 10605 11 and Ndw RMuarvbol Wn(Sw);Srer 1 2 harw lord fullywdmaw Wntlibons areoM Wodr aMlnbrsawbMaw Douw.Arba„b card Narant«Nluta o-rwll aAriM,Ya+aleuron all �O mm+revel 1 1 rrrrw brcNmserca.pr ra•apwlhM pw,wddme.okewse.rrmealal bt.aleNe.Ilke meanne.unnd ee Euaranbae.nws untie mambta,b,e a«1.nna ee �� 1060 Is asfir(Pu. AFOOMT 10601 7 -pl.IAwr.-1 Top.pprnro WdwO;Nrolr Wncb'XNa 2 ] haww =V IW.so live nrr trees is aaccglsomeamrdrrk.TM allYw•YmtlRlNMatll riska4,alaW rM b[r lsmdimnab.Il ben.NaMr Mis author nor 10713 12 DECIDUOUS Nd MIWWbyan ANrlat ANSfr,pMenry6RwnM.UC Ww•,+unweRIM rmponUDNlryfar llaallry.s+ed•W IATA lNben en a.el.cros rotiv++,M BRl10E R. BALDWIN 10715 16 NM uee.Anuf I-) 1 f Pram NMe<amplran of constructlan,.11---dor,ce apM bo-000duWd.,...wr•rtaval d.al.me trw,c.n repose--1,+men ddwb aw aYm"em Ntp'/i7 M716 11 RM Ndr Anus.... 1 I Pramt oMerwse hohb Qea can.d.-,Mo-nig nsbuc9en. 10717 9 RM oder 0-rvDraI 1 1 Presmr Revisions and Addendums Ims DIOEEINf,1 FOIFSIRY,LLL SHEET 61 Nr Descri tion Date No. B 12965 IN HERMAN RD STE 100 ENGINEERING DVISION C07 1 + ry TUALA.OR 97062 PUBLIC WORKS DEPARTMENT y ISSUED FOR CONSTRUCT/ON 051161201 JPC p;503.567.6151 '17715 S.W.HALL BLVD. 9 8 Fr SC3.563.N152 TIG4RD,OREGON 97113 DERRY DELL AT 118TH CT OF oks-englan WILE:503-639-4171 SIR aa,¢. FAX: 50J-624-0751 21 � ENGNEERING-SURVEYNG•NATURALRFSOURCES 11 NMw7/GAND-ORGOV Outfall and Landslide Repair E CN1t ISAV FORESTRY-PLANNNG'LANDSCAPEMCHBTECTURE FILE NO KIWNAL MR:12/31/17 DESIGN:IPC DRAWN:NCD CNECK: JPC PROD.N0:5746 BHD ON: TREE PRESERVATION AND REMOVAL TABLE AND NOTES / 0 ( 0 / Ex STM CB 4 / / + Q / / / sE 2KO7IE R / c cor + E on M..31(Ifs) r• EX SIM CR EXISTING RS 29117 / , .29 59 (n) OUT. IE 292.59(12'S) / sup:29z1v I I 1 If441 WAX LOT 1W LAX LOT IN 0 WOOD TA YAP IS 1W OJCC � PENCE TAX YAP 15 IN OyCD ' 7-— EX A'STORM EX 4a'ccXw t f11U1 OUITAtL vJ I flflpl \ 11HE0RAllT Cp6EWICEN ACCESS ti 11 ll Ex 6'SIM EX 1C STORM OUFALL I ✓ CUIFALL 1 X11roIT 1 .._,I ti ♦ \ f f 1111 I— `—, ♦ \ \ �} / __". AA016A1EA ✓� `� / fllllryl -� + � t \ f" � /� / / �_.` / \ I 1 Aff CD \\\� \ ♦ / / -1" RN::91XR /4— X EX SIM a � 0 N1 EI,22919 sB(trw E OUT:291.64(151) TI sCIMARD I / / EASEMENT I ,AX LOT 6\0) EASEMENT M THE CITY OF ncAla TAX MP 25 n OCD II EXIsTaWl ounAu i ♦ /- TAX LOT 1200 TAX MAP 2S 1W Dxc15.00.SANITARY STORM STAGING ARA / /i�� / / / / c < <l l 1111~1 AND C NO EASEMENT PER oa Ho 20)1-28932 NSTAu 46 TUTrre MANHOLE vER DEW S10N LINE R[YOVi CX FAILED OUnAII /� - COLLAPSED PIPE COrM7E1E ANCHOR WALL,PER OUTFALL nLaXE AND DETAIL GENERAL NOTES: aunAu EX ET190N,SEE PROFILE 1. CONTRACTOR MALL KRFY PPE MATERIAL TYPE AND SIZE PRIOR TO THE START OR CONSTRUCTION. 2,WETLANDS AND SDI97K AREAS SHALL BE ODA'MANED N THE FEW Ewa TO THE START 6 GRADING LI MIT CONSTRUCTION.CONTRACTOR TO COORDINATE WITH WETLAND BOLasT. PRO..ECT DISARRANGE TINT / /\ Nar6�n TEXWIdtAEr / / I OONTRACTOR SHALL MNOIM IMPACTS TO EXISTING LETwos AAD SNSITISE AREAS To THE BEST EXTENT PSE WHEN PEsawNC THE WOOL Nam THE CITY ATV ENGINEER PRIER M ANY DISTtII✓AANS OF BURBLE-ALP DUVALL CURL PROTECTED AREAS. DETAIL ♦.PERTALL SHAPING(IF THE SINFAADE TO TEE ELEVATwNs,LNES AND 90M AS SIM SUPE TRM.ONND FINISHSLSEs To caNFOTw WITH THE LINES.GRADES.AID ams SctlaR As SHOW S PLACE WRAP As 5110N ON THE PLAN,PR6EE.AND aua ScnNs EXCAVAIXN AND I'fAftlEilT 6 �+ WRAP MAY REM THE USE OF HAND TORS SCALE: 1' 10 FEET 6,PLACE ROOK N A WEU WA IED HMO THAT PWAXTS SEGREGATION OF SHONE SIIS ROCH SKMI E PLACID 10 MAXY2E CONTACT 117FWEDN AM"FACES SO THAT THE MATERIAL RiNS AN NTERI.09NG LATER.PL4CE1EN1 WITH HAND TOOLS MAY W REQUIRED TO RLL VMS IN FINE$AND 10 0 A 6 0 TO ROM SUBSURFACE FLOW. yq� 7.DO NOT ALLOW PINES TO RILED LP AWN THAT ANY OF THE AlBSEOLM UFR OF ROCK WILL PEST UPON ! Fes$ IL CONTRACTOR STALL PROTECT EXISTING LANDSCAPE IMPROYEMETTTS ON TAX Lens 110)AND 1200 M TIE E MAX JM EXTENT FEASO E DURING oNalFNcnDN.CONTRACTOR S AU RESTORE ALL LANDSCAPE E FEATURES TO OWNERS SATISFACTION. E� e E� Ra iE ! Revisions and Addendur ENGINEERING t FORESTRY,LLC ENGINEERING DVISION SHEET F 5 Nc1 NtA,F D—ri on Date No. B T ATM jl9tµ l STI Ipp PUBLIC WORKS DEPARTMENT C06 E ISSUED FOR CONSTRUCTION 05 18101 : yCy 6 JPC Spy 151 13115 SW.NALL eLro. 70 501563.152 TAS4RO. OREGON 97223 DERRY DELL A T 118TH C T OF �i S-ing tai v0/CE.503-639-1171 www TIF.1RD oR ENGINEERING-SURVEYING-NATURAL RESOURCES FAx: 503-61Outfall and Landslide Repair 21 P CNRI51`' FORESTRY-PLANNING-LANDSCAPE ARCHITECTURE W .GCIV Gov FILE NO I! awnu��n:ix/Xi/�T DESIGN: IPC DRAWN:NCD CHECK: JPC PROJ.NO:5746 BED ON: OUTFALL REPAIR PLAN 300 300 E1l8MC 9RAOE 295 — -- — 296 s RM919RAOE 290 - -- 290 2115 __- -- les OWTsm ' \ 280 E69MAIIIIIII&GMpD 6 200 275 275 � Sta 270 270 Ow NOM-VDVEN TTA 2 RPw GEOTEX111E 02120.20 i 265 - BEINEEN SUWADE APO 265 - ROCK(All AREAS).INSTALL ' 305 t Iy - T ,3m 260 US FAWICS 205NW OR Im No i 9 APPROVED EQUAL 255 - 255 1 500 - - - -- ----- ---- - - -- --- { -- _ - 1 .Mb 250 -- --- - 2w 0+00 0.50 0+62 WADE 295 ` --_ __ - _- _ - ___ - -. .--. _ -----_--- ---._--- —_- _ 293 HOR: 1'--110• ODOT STONE EIOANRNENT�UXIERIAL 00.770.16 VERT: 1*-10' IY r-3421 S-O0M �� _ (SEE SECTION 1) i 290 � _ _ SO �L•I�""�1 � � �\\ R1A91 Wq!E SWI 2113 Q G10M911 SG 1fa66T I&2K» Call+tont 9rALL.S WAIL E WE 29La9(1YSQ Q G1aM®I SIA 10MLZ7 SEA 11+6674 no all 21L72 _ _..__y leo E R 7Ml7(12'I�j 700 ---- - 300 E R 2!1.96(121Q E 412 291.0+4(Ttt� 200' 295 - - - - ____ 295 &W EIWiNC WAGE 275 - - - _. ' 1- 275 290 .. WIFEAL 00770.2+ +'I T F615M WAGE 48'MT TOP NAWOIF 285 1r SM RPE 285 STA 10+41.53 9E6 PW 9E 270 - RK-28698 710 E IN 2613 PER LOCATES(15'" teo 2110 E OUT:26267(1YSE) � w - ------- -- - Tr L-7L77 PPE 21c 275 275 Roe 365 QIP WIT 265 SLE ALL STRIF 270 � 270 � _- � I � A��10+0a� WFALL E N:289.e8(121!18 265 SWR:26818 260 ( m _. _ _ ..._-__-__ --______ __-- _ _ _._....- ___ - - - _- � ___...- _ _ _ - MO ODOT NON-W01EN M S MWGEOTDaU 0+00 0+50 0232010 EEYEDI 81RWAOE AND ROCK(ALL Doo,NON-MOVEN TYPE 2 ROMP AREAS).INSTALL US+APPROVED EQUAL CFOTEXRIE 02320.10 BETWEEN tf5 - --- 2SUSGRAOE55 ENSTALL USAFA8MIC5 205NW OD ROCK(ALL ORRW} HOR�1•--110. APPROVED EQUAL A VERT: I'-10• � 250 12+00 11+50 11+00 10+50 10+00 9,it, t �7 EI SIM MITALLPRIZE e' (� HOR: 1'-10' 1 VERT: 1'-5' �a Aa Afi LT� Revisions and Addendunns BIal�INO A FORESTRY• ENGINEERING DVISION SHEET [@ ID Desch tion Date NG. B SµpB 9I.&R 5TE 100 7062 PUBUC WORKS DEPARTMENT C09 ISSUED FOR CON57RUC710N 03 I8 TOI7 JPC ;50}563,6151 AKqMPR.Nw: IJI25 S.W.HALL BLVD. 11:503.563.6152 7/GARD, OREGON 97277 DERRY DELL AT 118TH CT OF k-m9.- VOCE 30.7-639-4171 ENGNEER6TG•SIIRVEYNIG•WTUMLRESDURCESFAX: 503-624-°752Outfall and Landslide Repair Z' FORESTRY-PLANNING-LANDSCAPE ARCHIMREWWW.7IGARD-OR.GOV FILE NO aewu NT[,a/1l/IT DESIGN.✓PC DRAWN'NCD CHECK: JPC46 1 BID ON: OUTFALL REPAIR SECTIONS \ \ v \\ \\ TAX LOT 74DO TAX LOT 7300 TAX MAP 2S IW NCD O —� TAX MAP 2S 10LMMrJPE PIM ON UrY RM 1RUL AM •�� \\\\\\\�\ \\ .�` Fvurn odraol larl r UMMK / 11 — \\ \ \\ M FDOE oT NlufRlt -ti / l i — \\ \ \\\\ ssMals TREMO*EAS7W ORDET �— C� •� \\\ \ \\ ��'., ------ i \ BLOCK WALL ON OTY _ /I/ �— =-i loaKoaro � PROPERTY __ � /( ---��— \ IDM- - - -" --------- \ rnr 111111 1111111 1111111 -" - ___-----� — WIIIIIIIII �I,\ ---- �� ft, IF waMcun / � \ Q�� \ \ �` _—�\ — `.y'�i��ii�\\ � • �rRaECTaxurr �� \\ \ \\\ \lam / Ix KIM \ �i�� \ ? / �� s _ S— ��m� °m=_ 1 �— �, rr► ,// p O.— OVA \ \ \ \ _=,� \\ \ �— \ \\\--_ j> 260 NOTE:THIS PLAN IS PRONDED TO SHOW /� THE GENERAL INTENT OF EXCAVATION TO —_ x== / // \ \ / SUBGRADE OF THE ROCK BUTTRESS. SITE �� 41 l --_---%� CONDITIONS MAY WARRANT MODIFlCAl10N `\ '� �\ �- __/ AS DIRECTED BY PROJECT GEOTECHNICAL \ \\ _ — \ \' \\\\� _ // ENGINEER. 6 \ TAX LOT 3500 {{ TAX MAP 2S IW om \ _ \ RTD i` \\ ' ✓ \ \ \ // TAX LOT 1700 TAX MAP 7S 1W DJCD F ` \ A _ \ SCALE: 1'-10 FEET a: •' 10 0 • 0 a b 4� fF� F� ♦t7" Rwsons and Addendum IRKS 001GUM S FORESTRY,lu ENGINEERING OVISION SHEET 11! `o c�A't Descd on Date No. B 1�5 SM MERmm RD STE 100 C70 B 4P NAjA N 0 97067 PUBLIC WORKS DEPARTMENT I, ISSUED FOR CONSTRUCTION105/18/201d JPC 4y .5015616151 1A,25 S.W. ON mow. DERRY DELL AT 118TH CT 12 e IT:503.5616152 �. 13125, .W.WCON 8LVD. OF c-m9 tom IO7Cf:.50-639-4171 i1 •. '� '� ENGINEERING SURVEYING-NATURAL RESOURCES FAX. SOJ-624-0757 Outfall and Landslide Repair ?' tt pCNR 15�`� FORESTRY. PLANNING•LANDSCAPE ARCHITECTURE 1 �T�a�� FILE NO �C •[xnu o.Tu 1s/At/iT DESIGN:JPC DRAWN:NCD CHECK: JPC PRQI.NO:5746 BID GN: EXCAVATION PLAN TAX LOT 740 TAX LOT 7300 TAX YAP 2S IN DAA \\\�\\\� \\\\\ ✓\ TAXYW ZS IN MCD • \\\\\ \\\r 1 1 Iii LMD3pE --- 3111 9EgCN01b B>aoiPIIOPERIY RO--% - ��.��yi'_.— —� 61 Dsm RNN oRMIs / r�Blal Ar loP Of urE ____----- , if1(I Jam— ---------�` 1— ------------------ — E Na,E,- ---- I --- \ /------- aoBR+DELL aET01_ am NEW am am BE VEI1Ul 1113111111 will I& \\�\��\\\\�-�\\\��\ \Q \1 .� , \ ��r\-r.•O � \��\✓,/`�`` �a\`� i --- —� �� i jib —— WAwrimsoms Ne. SEE STREAM RMCRATION SIM FOR 1111-NATER -TOT Nn prt�i—ZEN \` \ \ (/ -_= — \ �� / ir— -� _ —� `^ GENERAL NOTES* TR \ \\ \\' \ \\\ _� L/— ��` \'� , \' \ • / / i' -----� �� \_ 1.CONTRACTOR 9191 PROTECT DOSYNC RAN DRAINS.ETo RAIN DRA04S Dl a am PFA 2 rTURos AND srlsmc AREAS 9uu eE a37mr NARXFn IN THE Fin ReoR TO x srurc OF \ oarsmUDlgL CONTRACTOR TO CDMMUTE"Rcnuo NODOSE. \ \\ \\ \ \\\\\ \\\\' /'/% �N\\\ \\ 111 f -^C- -� — _ 3 CONTRACTOR 9WYL n IMPACTS TO EXISTING IEMNO Tnf S SENSAREAS TOM BEST EXTENT\ \ \\\ \\ \\ 1/ all. l�\ \ \ POSSIBLE YE TPERFORMING THE M.NOTY M OTT AND DOM PRION TO ANY DISTURBANCE OF \ I \ \ PROTECTED AREAS. 6 7=3 //i/ /�/ Illl` \ %''/ �\ I \ \ j' 4 RW,A N All%SLOPES ff O SIFORN N ro HE BFYAr10AD IIAND AND S SECT RS AS 9 9. TRW,AND FM91 SLOBS ro COEOr TTN M lrEi ORAAES.AND 17t0:S SECTORS AS 9ONM. S PLACE RIRNAP As 91DINN ON M RAx PROFILE.AND moss SECTIONS EXCAVATION AND PIACTTQII O RPRAP MAY REMMM USE OF HAND TOII e.RACE ROOT N A NEE WADED NNRER THAT PREFACES SEGREGATION I OF STERE SIZES. 9VLL BE RACED TO YArff CONTACT BETEDN ANGULARFACES SUCH TWTHE MATERIAL FORTS AN �LAYER RUEI4NT WIN xAAD TOOLS MAY N REQUIRED TO FU VOIDS rEx RES AND FUCAN 265 7.Do NOT Al TIES TO BUD w SUCH MAI ANY OF M 9.BSEOIAIr UFTS OF ROC(al PEST UPON FIE:. °'AND SPECIFICATIONS M%91911 BE INSTALLED ON IXST1ABm DETAILED a IEYECEN]N UPLAND SEED AREAS AS DETAILED TAX LOT 3500 TAX YAP 2S IN 03 FA \ \� 17° TAX 1071700 [ \\ '1•�\ \ \ f / TAX YAP 2S IV 0309 SCALE: 1'-10 FEET 1O N A 1 I ID 4� i� RNwisions and Addendum 13Kf ENK!FORESTRY,LLCq I SHEET fc1Ne4 Descd ion Date No. B 12965 SN NERNAN RD STT 160 PUBLIC INEEVY ING DVISION DEPARTMENT Ci 1 gL 3 E4 ISSUED FOR CONS7FUCTION 051781201 JPC P:503..5 OR 97062 �K DERRY DELL AT 118TH CT egso3.563.6w J173 S.w.MAI&PD. 7J IF 503.563.6152 TGARD, OREGON 97IIJ OF *_g capA WAGE-503-679-4171 + 4s�•+� � ENGNEERING-SURVEYING NATURAL RESOURCES EAK' 50J-624-0731 OUtfaIl and Landslide Repair 21 fB P CCR 151`' I IYMIY.TIGARD-OR.GOP FILE NO FORESTRY JPIC IDR•YN: HECK: JPC LANDSLIDE REPAIR GRADING PLAN Acxn.L IrTI:u7sl/�T DESIGN:JPC DRANK:NiNCD CHECK: JPC PROD.NO:5746 BID ON: 260 20D 265 mo 275 -.-.--- m 215 - - 275 r w-1 RNISH GRADE 270 —_- - - 270 210 =—� - - - 270 F6Ia1ED am EYSTN6 GUM 265 -- 265 265 _ 265 no EYSIM GRANDE `��4S 260 DOW nK NO 260 ixMiT �F EMBA'RKMENSTONE 235 MATERIAL 255 255 MATERIAL 255 0ATERIA6 00770.16 F' 250 - _r 250 250 -- -- 250 w 6' r 24s -- 245 24s �f -- 245 BDDT NON-now+T1PE 2 RII4iAP r w F'^ Moor xax-wows M2 6'YN N6PRM '� 240 GEOTE)MIE 02320.20 BETWEEN 240 240 - CEOIE%6LE 01320.20 BETWEEN --_. _.--- 240 SUBGRAOE AND R=(ALL AREAS} SUBGRADE AND ROC((ALL AREAS1 WALL US FABRICS 205NN OR INSTALL US FABRICS 205NN OR 233 APPROYED EQUAL -- 235 235 APPROVED EQUAL 235 230 - 230 230 -. - 230 0400 0+50 0466 0400 0450 0+66 SECIGN 5 SECTION 6 HDR: 1*=10' HOR. 1'- 10' VERT: 1'=10' Vf R1: 1'I=Y 10' 7 7 260 -- - -- -- ---.- _- --..--- .....- --_ 200 201) 2602I0 - - ----_.-- - - -. --� 260 E165W CUBE 81111E CUIOE 275 ns 275 - ' 275 275 275 r-IT w-1 FMN MADE 270 - 270 220 .._.. 270 270 F-Yw _--._ __.... _ __ 270 + .\ FMM aA� -T 265 - ,\ 265 265 - 265 265 _._ __ 265 0001 STONE T7 260 EMBAN10"T - - r ---- 260 260 QDDr StME NO E1114c DRAOE 260 -- - 260 YATERM Myy�DIS w330+6 EYwIDIw a r1► r w 255 ` ---- 255 255 - 255MAIM,�� 255 -- m � 255 Y w Do3nw Tr w 250 - - ' - 150 250 - - - 250 250 06L701 -_. --- 250 t N5 __ —_-. OWT xMHWOYEN TYPE 2 16RAP 245 245 - - - 245 245 - ---_--__ _._ _ -S. +1 5 to \ -- 245 CE01E)1 I E 02320.10 BETAFDI '' II a@WADE NO ROCR(ALL AREAS). F�C w ODDT ION-WOVEN TYRE 2 R/RM t 240 NSTALL US FABRICS X6FIw OR - 240 240 GMTDAE 02710.20 BETWEEN240 240 - 240 E APPROYED EQUAL r w SLMORADE AND ROCK(ALL AREAS) C 11 0110E IIOIHNOVDI T7PE 2 RIPRAP INSTALL US FABRICS 205NN OR 23s � 215 215 APPROVED EQUAL ------- 27s 205 _SUBI#tAOE NO ROC((ALL AREAS).. - --- :35 1 WALL US FABRICS 203EOR APPROVED EQUAL 31 230 230 0+50 - - 0+692 Mao 0+50 0+w a742� 230 wDo aso 0474 1. �� HOR:1'•10' HOR: 1'=10' HOR: 1'•I0" kE VERT: 1*-10' VERT: 1'=10' VERT: 1'-10' t� tf!o aRevisions and Addendurr5 5 ENQIg1iNG t f0RES1RY,11.E ENGINEERING DVISIONSHEET Date No. B C12 IDILADN,DR97061 PUBLIC WORKS DEPARTMENTC0N57RUCT10N 05 167017 JPC p 0}5676751 F3125 SW MLL&VD. 14 F:507.567.6151 TIGARD,OREGON 97223 DERRY DELL AT 118TH CT Op VOI E 507-639-4171 FAC: 505-624-0752 21 ENGNEERING-SURVEYING•NATURALRESOURCES Outfall and Landslide Repair w ..71GRD-OR.6OV FORESTRY•PLANNING•LANDSCAPE ARCHITECTURE LANDSLIDE REPAIR GRADING SECTIONS FILE NO AOERAL an:rt/aY71F DESIGN:JPC DRAWN:NCD CHECK: JPC PROU.NO:5746 BID ON: '•NOARo 4ANND_E FUT TOP ]/4' A/RLNSR'DIA FOR MLNI OP f RJoefR GAFIAT'CP -S N/NENIfORCE4ENT T A A MOm�Nacx ANOgAS ro: JfMrMun rmA,a. .•gAR AR(iJM;P.•9DC OF P==WINGMy SIISNCM Q]ON Yf. / •T DPOONALS 9014 40E5 OF YEMY;. TF • ?S 1[ n ?Tn. AMP r ro s-9.IAP. 1 A HOn,RAS ••.•'L' ,/4- ij •� - A,n.,,n n. sn foQ NON LNNNKMG m T wru f SECTION A-A art B tMmt ]/� »: ` ' NAPE IIERRIIO ar *ARo rN iR ]/n• � e 1 �� (X155 50 NPRAP mR SIDE +/TT aac -C �- a R PLAN T � Y 7 OL �'^rMIN. -� o o WA TO N _ �.• t•A'�'if ti a•MM � - p r •' SECTION B-B — — oo Ac fo wsf RPo _e L RUBBER GASKET NAw ELN(INRs - - - 4 FLAT TOP ..�f Ionn arc nyefn us+fn r•,, 106c I.) 1Nwm[x O No¢s 9Pa fT+R) T,n'.1/�'!C COQ MI 11M _ O (OPTIONAL) cw-fii.' ffmnotrn u y. rw mux eAR Cn fw) v r•m 1 ro`AwNAAPZMn, Or ASIM�� L _ _.. •� I'��y [.SFE S NA)Y9T5 m Seo DYrO ,J Yol� _ n A A i • 1 1 YaNrd 19eAYNNO. ..- `` //3 ]anRs AEP•a¢O a r,Ar Tar wNN¢fs p - p p r - QfrfR mAs.r rAur freRso aAQ ro ___ iro 'I U.wT G PLAN _--y---- YIN.ANCHOR SPACING • t 1/1 .D� SLOPE CENTER TO CENTER I Y N• �I. 90.mQ MT 9.R _3'C.ro c. AaN-a+N F-- - P_AN - ELN_s 25' rK R�-T ) 16' rRAYE aN..'.Re. �a� .. Fai r•1Y r, u a HaR Siff_Do AP�40MEC fWAI _ 6.1� el1 CWC.[NCaSEYU•1 DITCH INLET COOT CLASS 50 RIPRAP FLAT TOP MANHOLE � � FRAME AND GRATE C7eaETR4dl:E�s—icn CONCRETE ANCHOR ck lAa ' Services OVER ODOT NON-WOVEN TYPE 2 WALL �Nr w..r...r..H... TROT 510E BrYA11E1111 RIPRAP GEOTEXi1LE 02720.20 DRANiNG h0.LWAErSfO'2-'s DRAWING N0.t00 L N0.5TG 'E•'i-D+z-�, MAN@&ADDTAIA O T 12' 30' RUM PER PUN " zgEw>�a t�:�, 2:1SLOPE(w)q GRADE PER DEEM RAN BRAN NTH STONE E)BRIKMENT z'THICK LAYER COOT PAUL A ABS STORY PPE,MAT01 FINISH GRADE ° O C1/LS5 50 RIPRM PRoFI � E11+S1NG 9ff AND AWE Ir Si p 1'THICK I __ ABS T-COIINECTON T 091 PIPE d O LAUNCHABLE TOE r - G 000000 o MATERIAL I Ai OUTFALL �• - E PER PUN ° 0 000000 Oo0 EXISTING(RAR -�ORTATEDSTING 2*X 21 ISIM POST AND . STONE EMBANKMENT SIGNAGIE D(RA14 MAN.CUT � )bvv' 4 / / / // / I I TO EXCAVATION WT _T Bax NTH LOCK WASHER.OR EA 18'S11YP \/\\ \/\\ kGALVANaD LEX HEAD DrJNAIgI IA9T wiERMLDIUTa19 cm nuc eEC71oN FINISH(RADE CONNER BOLT 12'DIA HDPE STORM PPE 3 ° 2 K z 2)f z 19'.12 GA Gay. /\//� /\/ ABS T-CONNECWN o PERFanATED STEEL SRETNER POST HCK a a /\\/\\i \�\/\ AT wTFAu 33.n 24'T L ewAST/MLL /\\//\\//\\ 6' 6' 7P/ZONE ( ° LRUM AGGREGATE _� ° 2 R z 21E•z EEL 12 GA.HO Guv. NOTES E»RUN W1tL ELT ° PERFtxzuTm STEEL ANE11W E ALL PRE-cAsr src INS S U bNFaRM ro d °A /\\//\\ /\\T\ SN ro EXCAVATION LIMIT If AN ABS ST RAH DRUM NTH TOO ]"g REOURE ENTS OFASTM Coe. /\//\////\//\ s NATNE DD SOSTNGGSSff PE YAiOH J2 PRE-CAST RFRFptaO1T SHALL W RFBAP MEETING ASTM B' J 1 /\ 8'YN - - MA1ETtlA1 ° CONTRACTOR MAY SALVAGE AND RINSE A615 TRADE 60 OR TEIDED MIE—1 ASTM A497 DIRECTED DISITING SIGN OTY PRO.ECT MANAGER f 3 ALL POURED N PLACE CONCRETE SHALL HAVE 28 DAY r plpE ZONE MATERIAL 6"YIN COMPACTED !� STRENGTH tx 7(100 PSI IAO 9lAP 6 Y TO 4'. Tt 2'-6' 6' )TB5%OF STANDARD PROCTOR 3-4' 4 4. PRE-CAST STRUCTURES COFaaNG TO ODOT TYPE G 2 —r-6 —� BUBBLE-UP OUTFALL STRUCTURE CATCH BASIN DESIGN NTH DITCH INLET TW. "TION A-A B�.�T1DN B-B NTS TYPICAL PIPE PIPE SEC�� RAIN DRAIN EXTENSION REINSTALL SIGN POST - SUPPORT DETAIL NTS NTS NTS T'p Revisions and Addendum ACS ENGINEERING A FORESTRY•LLC ENGINEERING DVISION SHEET f@ S pc,xtto Descd 'on Date No. B 1�ATIN,OR97062AN 0 SNE+� C13 PUBLIC WORKS DEPARTMENT 3 /SSUFD FDR CONSTRUCT/DN OS 1B 7017 JPC P:5553 SEr7 6151 '13125 S.W.HALL BLVD. 15 F:5D3.563.6152 ■ T440M.OREGON97223 DERRY DELL AT 118TH CT OF ELNy as- g� 10MCE.5w-B79-071 ENGINEERING•SURVEYING•NATURAL RESOURCES N".r�GAxO-WtGF'E'Y' 'so,-OR.OV Outfall and Landslide Repair 21 rr1 p CHRISS�Y FORESTRY•PLANNING•LANDSCAPE ARCHITECTUREA FILE NO t[ m<RuoATc,zpi/+T DESIGN:JPC I DRAWN:NCD CHECK: JPC PROJ.N0:5746 1 BID ON: CIVIL DETAILS EX PAVED PATH HABITAT STRUCTURE,TYP. SEE LANDSLIDE / / D \ REPAIR SHEETS �'�i�! -�%; OM Cts i/ -�._1; �/ WETLAND SEEP.TYP � � ••-� /moi .00.\ OFM HEADERS STABILIZATION .�" "E7(CAVATION \ BOULDERS.SHEE SHT C15A ---- r� AREA.TVP. CONSTRUCT BEAVER d ) 7 i // y ; ••; i DAM ANALOGUE.TYP. e DERRY DELL CREEK pO 2-50 EX SANITARY LINE INTERMITTENT CHANNEL - EX PEDESTRIAN TRAIL TEM_ I AVOID WORK IN TEMP WETLAND BOUNDARY `-` ACCES LIMITS 5 / BACKFILL BANKS ABOVE HABITAT 5TRUCTURFS WITH ODOT STONE EMBANKMENT MATERIAL.TYP SCALE 1 PLAN 10 0 5 10 20 SCALE FEET 265 265 NOTES: 1. EXACT PLACEMENT OF HABITAT STRUCTURES AND BEAVER DAM 260 --- - - — -- 260 ANALOGUES TO BE DETERMINED IN THE FIELD BY THE ENGINEER. 2, CONTRACTOR SHALL STOCKPILE TOPSOIL DURING CLEARING AND ...,10 '�'b: PLACE HEADGUT GRUBBING.THIS MATERIAL SHALL BE 255 STABILIZATION CONSTRUCT HABITAT STRUCTURE,TYP, 255 INCORPORATED INTO BACKFILLFOR t' BOULDERS LOG STRUCTURES AS SPECIFIED ON SHEET CI6. PLACE STRHICK LA GRAVEL,TYP 3. EXCESS EXCAVATED MATERIAL 8'THICK LAYER CONSTRUCT BEAVER DAM ANALOGUE.TYP, SHALL BE DISPOSED OF OFF SITE AS 250 SPECIFIED BY AN AUTHORIZED - 250 REPRESENTATIVE. EX SANITARY LINE 245 (APPROX ELEVATION) - --"'— I -_ _ _ -}----- 245 1 240 - _ -„ ___ 240 BEAVER DAM ANALOGUE PLAN DOES NOT INTERSECT WITH SEWER LINE i' 235 235 et 3+50 3+00 2+50 2+00 1+50 1+00 d# 2 DERRY DELL CREEK—PROFILE i� NATIVE GROUND SCALE:HORIZONTAL r-.10 SCALE:VERTICAL 1-5' - 4 ReAsIvis"Addendws SHEET I D tlon Dete Na. B ENGINEERING DVISIONDERRY DELL AT I I 11TH CT STREAMBED GRAVEL ID PUBLIC WORKS DEPARTMENT 50%DRAFT 3128120, 1 JR MIR1.1N.: TIGAR sOR GON &VU723 i6OF90%DRAFT 488/207 2 JRlRCC TM,AaO,oa[coN 9711)100%SUBMITTAL 5117120, 3 JRlRCC OIICC.�J-650i51 STREAM RESTORATION 21 I ..TA:N°-OR.GOV PLAN & PROFILE FILE NO �! DESIGN:MW DRAWN:JR/RCC CHECK:CL BIDON: 3+00 2+65 265 265 260 260 LANDSLIDE GRADING FG EXISTING GRADE TOP OF HEADGUT SEE LANDSLIDE REPAIR SHEETS EXISTING GRADE 260 255 NATNATIVEMATERIAL 260 - _ NATIVE MATERIAL\ BACKFILL,TYP 255 BACKFILL,TYP OHW SLOPE VARIES TO PRESERVE EX 18"MI '- ----- OHW i� VEGETATION 255 HEADCUT STABILIZATION 255 250 (MAX SLOPE 2H:1 V) 250 ODOT CLASS 2000 BOULDERS, \ i� MIN 2'THICKNESS BACKFILL HABITAT STRUCTURE WITH ODOT STONE EMBANKMENT _ _ FINISHED GRADE,TYP 250 250 245 MATERIAL.TYP --- -- -- - 245 HABITAT STRUCTURE,TYP EXISTING SAN.LINE EXISTINGUNE 2451 245 240 1 1 240 30 20 10 0 10 20 30 30 20 10 0 10 20 30 (2)SECTION (a)SECTION SCALE:HORIZONTAL 1'•5' SCALE:HORIZONTAL 1'•5' SCALE:VERTICAL 1'•2.5SCALE:VERTICAL 1'•2.5' 2+40 1+90 260 260 260 \ 260 LANDSLIDE GRADING FG SEE EXISTING GRADE �\ LANDSLIDE REPAIR SHEETS F LANDSLIDE GRADING FG 255 \ OHW — 255 255 SEE LANDSLIDE REPAIR SHEETS 255 NATIVE MATER UIL i PRESERVE EX TREES VARY SLOPE TO PRESERVE BACKFILL,TYP --- i EX VEGETATION 250 / (MAX SLOPE 2H:IV) 250 250 OHW — 250 FINISHED GRADE,TYP 245 -------- --- I 245 245 245 EXISTING SAN.LINE EXISTING SAN.LINE T WIDE FLOODPWN BENCH BACKFILL HABITAT STRUCTURE WITH ODOT T WIDE FLOODP ..... STONE EMBANKMENT MATERIAL,TYP 240 1 240 24014 240 30 20 10 0 10 20 30 30 20 10 0 10 20 30 c SECTION o SECTION SCALE:HORIZONTAL 1'•5' SCALE:HORIZONTAL I'•5' SCALE:VERTICAL 1'•2.5 SCALE:VERTICAL 1'•2.5' NOTES: 1. SECTIONS ARE SHOWN LOOKING DOWN STREAM. 2. EXCAVATE TO INSTALL HABITAT STRUCTURES AS NECESSARY. ! 3. EXCAVATED NATIVE MATERIAL SHALL BE WASHED INTO STONE 1 EMBANKMENT MATERIAL AND COMPACTED AS BACKFILL FOR ! THE HABITAT STRUCTURES AS SHOWN, /. EXCESS EXCAVATED MATERIAL SHALL BE DISPOSED OF OFFSITE AS SPECIFIED BY AN AUTHORIZED REPRESENTATIVE. 5. WHERE APPROPRIATE,WITH ON SITE DIRECTION OF THE ENGINEER,AND WITHOUT IMPACTING FXMTTG TREES,THE RIGHT BANK WILL BE WD BACK ABOVE A 3'WIDE FLOODPLAIN !� BENCH AT OHW. PLACED LANDSLIDE REPAIR MATERIAL 4 RevWom and Addem,ums SHEET 1 °. Des tlon Dale No. B ENGINEERING DEPARTMENT DERRY DELL AT 118TH CT C75 50%DRAFT 3/16/201 1 JR RPROJNO.' PUBLIC WORKS DEPARTMENT CUT 7 13125 S.W.GON 7 2 17 L �-.lr�s 90%DRAFT 4/26Y201 2 JRJRCC 7rGaRD,oREooN e711a <wemw 100%SUBMITTAL 5/,7/28, 3 JR RCC FAE:503-639-4171 503-624-0752 STREAM RESTORATION SECTIONS cF2, BACKFILLED NATIVE SOILS e WWW.7IG4RD-OR.GOV FILE NO DESIGN:MW DRAWN:JRIRCC CHECK:CL BID ON: INSTREAM STRUCTURE COMPONENTS MATERIAL DIAMETER(IN) QUANTITY LENGTH(FTI 1 FT BALLAST ROCK LOG 24 0 16 l LOG W/ROOTWAD 12 5 10r� O't 2 FT BALLAST BOULDERS 07 BALLAST BOULDER 24 BALLAST BOULDER 12 36 STREAMBED GRAVEL ODOT NON-STANDARD 17 CY GRADATION(D50-4") ODOTSTONE STREAMBED GRAVEL EMBANKMENT - 10 CY - (4-D50)6-DEPTH y _ - MATERULL -:�.. _ '} HABITAT ROOTWAD HEADCUT BOULDER COOT CLASS 2000 10 CY - / f1'� �_ �OHW UNTREATED WOOD4 28 6 / /'~- \ PRESERVE EX THEE POST \ / \ CHANNEL SPANNING WILLOW BRANCH 0.25 TO 0.5 500 3 TO 6 "/ STEPPED LOGS,SEE NOTES ODOT NONSTANDARD ROCK SIZE GRADATION BACK FILL BANKS ABOVE HABITAT STRUCTURE HABITAT 6.5'TYP Y,1 STRUCTURE WITH ODOT STONE ROCK SIZE(FT) ROCK WEIGHT(LBS) PERCENT OF GRADATION SMALLER THAN 1� EMBANKMENT MATERIAL,TYP 1.44D�TO 1.71 D, 3W,TO SW, 100 ( 1::)PLAN DETAIL-HABITAT STRUCTURE 1.26D,o TO 1 A0Dm Zw,TO 2.75W, 80 SCALE:WS D,TO 1.14D, W.TO 1.5W. 50 1"DIAMETER 6'LONG UNTREATED A WOODEN POSTS,SPACED 12'APART. L� I OHW 0.46D,TO 0.58D� 0.1 W�TO 0.2W. 10 DRIVEN 3'4'BELOW EG AND TRIMMED MIN T INTO BANK AS NEEDED TO 2'ABOVE EG 0 THIS TABLE CAN BE USED TO DEVELOP COOT RECOMENDED GRADATION FOR ANY A EG NONSTANDARD GRADATION BASED ON EITHER THE D.(DIAMETER OF THE MEDIAN SIZED STONE)OR Wy RANGES PROVIDED ALLOW SELECTION OF AVAILABLE MATERIALS INSTEAD OF OHW I UNTREATED WOODEN REQUIRING STRICT PROCUREMENT OF SPECIFIC SIZES. — _ _ = V©) I POSTS,SEE SECTION 2 (THIS SHEET) NOTES: 1. CHANNEL SPANNING LOGS SHALL BE PLACED WITH THEIR TOP SURFACE NO I MORE THAN 6'ABOVE THE EXISTING CHANNEL BOTTOM. d `V) 2. LOGS LOG PLASHALL BE ED IN STTPPED THE OTHER. WITH THE DOWNSTREAM DIAGONALLY A 3. BOULDERS SHALL ONLY BE USED AS BALLAST FOR THE LARGE WOOD 0 0 SEE SECTION 2 BRANCHES, PLACEMENTS. A 4. LOG STRUCTURES SMALL BE BACKFILLED WITH STONE EMBANKMENT (THIS SHEET) MATERIAL IN TWO LAYERS.STOCKPILED NATIVE MATERIAL SHALL BE V 1 WASHED INTO EACH LAYER TO FILL PORE SPACES. 5. BEAVER DAM ANALOGUES SHALL BE INSTALLED WITH HAND TOOLS TO AVOID MACHINERY IMPACTS.UNTREATED WOOD POSTS SHALL BE 1 EMBEDDED TO A MINIMUM OF Y WITH POST DRIVERS.WILLOW BRANCHES a / 1 SHALL HAND DRIVEN INTO CHANNEL BOTTOM AND BANKS TO A MINIMUM 0.25"TO 0.5 WILLOW EMBEDMENT OF VAT A 4'SPACING,THEY SHALL BE DRIVEN IN AT VARIABLE BRANCHES,WEAVE i ANGLES AND WOVEN INTO THE STRUCTURE WITH ADDITIONAL WILLOW TIGHTLY TO MINIMIZE BRANCHES.A SHOVEL OR OTHER HAND TOOL MAY BE USED DIG A TRENCH GAPS,EMBED MIN 16' d FOR WILLOW BRANCH EMBEDMENT. 6. BEAVER DAM ANALOGUE POSTS SHALL BE STAGGERED.POST PLACEMENT SHALL EXTEND A MINIMUM OF T INTO THE BANK AND ARRANGED IN A CURVE 1 WITH THE INSIDE FACING DOWNSTREAM.THE STRUCTURE SHALL HAVE A rl' CREST HEIGHT AT OHW IN THE CENTER AND SLOPE UP TO MEET EG. 2 SECTION-BEAVER DAM ANALOGUE (I)PLAN-BEAVER DAM ANALOGUE 7, BEAVER DAM ANALOGUES SHALL BE PACKED WITH MUD AND NATIVE - SCALA_a As - SCALE:ITS ORGANIC MATERIAL TO SEAL HOLES. 8. STREAMBED GRAVEL SHALL BE PLACED AS SHOWN ON THE HABITAT STRUCTURE DETAIL,STREAMBED GRAVEL SHALL BE PLACED ABOVE OHW AS A LAUNCHABLE TOE AS DETAILED IN THE SPECS.ADDITIONAL yL STREAMBED GRAVEL SHALL BE PLACED UPSTREAM OF HEADCUT RaMdom and Addendum _ DERRY DELL A T 118TH C T SHEET 1 STABILIZATION AS SHOWN ON THE PLANS,AND ELSEWHERE AS DIRECTED 0 don Dale a. B ENGINEERING DWSK)N t BY ENGINEER ON SITE. M 50 DRAFT 3/161201 1 JR PUBLIC WORKS DEPARTMENT 1 9. HABITAT STRUCTURES AND BEAVER DAM ANALOGUES SHALL BE 1JIJ3 S.w.HAIL BIW. 18 i .,.� 90%DRAFT 41281201 2 JRIRCC �� PGARD.OREGON 9722) INSTREAM STRUCTURE of CONSTRUCTED AS DIRECTED BY ENGINEER ON SITE. 100%SUBMITTAL 5/17/201 3 JRJRCC WKE•50.3-6J9-4171 4 h r OAR: WJ-650.1-24-07 52 DETAILS &QUANTITES FILE WWW7. OR.GONo F I �! � DESIGN:MW DRAWN:JRJRCC CHECK:CL PROJ.NO: I BID ON: LEGEND ENHANCEMENT OF DEGRADED CONDTION VEGETATED CORRIDOR TAXLOT 8400:2106 SF ENHANCEMENT OF MARGINAL �\ CONDTION VEGETATED CORRIDOR J \\\ TAXLOT 7200:6054 SF ENHANCEMENT OF DEGRADED CONDTION VEGETATED CORRIDOR TAXLOT 7200:7724 SF �l EXISTING / ENHANCEMENT OF MARGINAL CONDTION WETLAND / TEMPORARILY DISTURBED VEGETATED CORRIDOR TAXLOT 7200:7561 SF / VEGETATED CORRIDOR MITIGATION ENHANCEMENT TAXLOT 7200 AND 8600: 25,363 SF / \ / A/ y ON LANDSCAPE / .� / �� DERRY DELL CRE RESTORATION J� . CREEK MM) PRIVATE i GO /� 0 0 / — — R�YJE PROPERTY PER / a© SPECIFICATIONS / alb / /1//� y� 0 aY i •. �`I i o, rl EXISTING /' ® OUTFALL / FAIRVIEW COURT IA 0 \� K � ' 1 n DERRY DELL CRF ) EXISTING OHW �..At (.-i" I WETLAND i � / RESTORE EXISTING 3'WOOD CHIP PATH SCALE NOTES: !' 30 D 15 3D 60 1. PLANT AREAS SHOWN ACCORDING TO PLANT DETAILS 8 SCHEDULES ON SHEETS C18-REVEGATION DETAILS 8 C19-REVEGETATION NOTES. ees i SCALE FEET e ReVlslons and Addendums SHEET KPEp p"°'F Desal tlon Date No. B ENGINEERING DEPARTMENT DERRY DELL AT 118TH CT jlILE.O PUBLIC WORKS DEPARTMENT 50%DRAFT 3/16201 1 JR MPROJNO.' 90%DRAFT 428201 2 JRIRCC T1G4RD,13125 SOREGON/97223 100%SUBMITTAL 5/17201 3 JR/RCc OCE:503-090751REVEGETATION PLAN WWW.TArARD-OR.GOV ! � DESIGN:MW DRAWN:JRIRCC CHECK:CL BID ON: BAREROOT TREE OR SHRUB GENTLY TAMP SOIL AFTER PLANTING TO SUPPORT PLANT IN UPRIGHT POSITION SET ROOT COLLAR ON,OR ANTS/&AWKET5 SHOULD SLIGHTLY ABOVE,FINISHED BE STALLED PER77CALLY GRADE DOWNSLOPE T4F 4 AMP CREATE SHALLOW RAINWATER / R MAT B NK COLLECTION BASIN MULCH RING PLANT TREE OR SHRUB IN LOOSE.MOISTENED NATIVE 41 ' \ SOIL e DO NOT BEND OR BUCKLE ADEQUATE�(\ ROOTS,DIG HOLE OF ROOTS TO FULLY EXTEND —Z— f DOWNWARD INTO SOIL /\\/ / UNDISTURBED SOIL BAREROOT/CONTAINER TREE AND SHRUB PLANTING SCALE:NTS OVERLAP / P 2 X DIA.OF ROOTMASS FINISHED GRADE ,�, P ' ' 69t' /1 112 STAPLES ISOMETRIC VIEW 41 ` TYPICAL SLOPE SOIL STABILIZATION / \ /\\//BERM//\\ 1. SLOPE SURFACE SHALL BE FREE OF ROCKS,ES: /��\ � ?�`/ CLODS, STICKS AND GRASS. MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT. NOT TO SCALE 2. APPLY PERMANENT SEEDING BEFORE PLACING BLANKETS. FLAT PLANTING BENCH 3. LAY BLANKETS LOOSELY AND STAKE OR STAPLE COMPOSED OF NATIVE SOIL TO MAINTAIN DIRECT CONTACT WITH THE SOIL. DO NOT STRETCH. 4. STAKING OR STAPLING LAYOUT PER \\\ & MANUFACTURERS SPECIFICATIONS. EXISTING � SOIL EXISTING SLOPE O FBF.eUvc151F 2 BAREROOT/CONTAINER PLANTING ON SLOPE MATTING SLOPE INSTALLATION SCALE:NTS QeI rY`_] aleerr ?"kwim SCALE:NTS Our eemmitmeut b clear. I DRAWING N0. 805 REVISED 12-0e i� I� I' i e ReAsima and Addmduma 8TH CTSHEET Des dw Date No, B PUBLIC WORKS DEPARTMENT C18 r PUBLIC WORKS DEPARTMENT DERRY DELLA 11 7 ��e 50%DRAFT 3116/2017 1 JR 2 ■IJF25 S.W.WALL BLVD. ,« 90%DRAFT 4/28801 2 JR/RCC ■ TG. D.ORCGON 97227 °F 1 100%SUBMITTAL 5/17,201 3 JR/RCC OCE 503-659-417t; REVEGETATION 624-0752 21 I1■I ",.aa' WWW.TCARD-OR.GOV DETAILS FILE NO I RE!Ne DESIGN:PV DRAWN;JR/RCC CHECK:CL I BID ON: f r Takla 1.Planting Spec lflcatlons for 2,106 square feet of enhancement of degraded condition Table 4.Planting speclficatlon,for 7,561 square feet oT enhancement of marginal con on temporarily NOTES: vegetated corridor(sun I moist tolerant species)on Tax Lot 8400,adjacent to stormwater disturbed vegetated corridor area(shade/moist tolerant species)on Tax lot 72D0,adjacent to landslide repair area. 11 PLANTINGS SHOULD PREFERABLY R INSTALLED BETWEEN Outfall repair area. FEBRUARY 1 AND MAY 1 FOR BARE ROOTS AND SEEDS AND Spacing/Seeding Spacing/Seeding BETWEEN OCTOBER 1 AND NOVEMBER 15 FOR CONTAINERS. Scientific Name Common Name Sita' Quantity Scientific Name Common Name Ste' Rate Quantity PLANTS MAY BE INSTALLED AT OTHER TIMES OF THE YEAR; Rate HOWEVER,ADDITIONAL MEASURES MAY BE NECESSARY TO Trees(total 87) Trees(total 75) ENSURE PLANT SURVIVAL DURING THE TWO-YEAR MAINTENANCE PERIOD.BARE ROOT PLANTS MUST BE Acer circinatum vine maple 2 gallon 10 feet on center 29 AID.rubra red abler 1 gallon 10 feet on center 37 INSTALLED DURING THE LATE WINTERIEARLY SPRING Alms rubra nasi akar 1 galore lot-on center 29 Thuja picala Western red cedar 2 galas 10 feel on center 37 DORMANCY PERIOD. Pnmus emargmata bitter cherry 2 gallon 10feet on center 29 Shrubs(total 375) 2)NOTE,THE VEGETATION SPECIES LISTED ARE RECOMMENDED BASED ON SITE CONDITIONS.PLANT SUBSTITUTIONS MAY BE Shrubs(total 105) Lonicera involcrele black Iwinbeny 2 gallon 45 feet on center 75 MADE DUE TO AVAILABILITY,WITH CWS APPROVAL.ALL PLANTS MUST BE NATIVE Almelancnier a/nilolia servk perry 1 gallon 45 feet on censer 21 Oemlens cerasilormrs Indian plum 2 gallon 45 feet on center 75 THEA ABOVE TABLES. D PLANTED AT DENSITIES PRESCRIBED IN Mahonia nervosa Cascade Oregon 1 gallon 45 feet on center 21 Pysocarpus capitatus Padk nh bade 1 gallon 45 feet on center 76 grape Rubus spedabilis ..Im-Darty 1 gallon 45 feet on center 75 3)ALL NON-NATIVE INVASIVE VEGETATION SHALL BE REMOVED Rosa plsocarps swamp rose 1 gallon 45 feet on center 21 FROM PLANTING AREAS PRIOR TO INSTALLING NATIVE Sambucus ratans— rad akar 1 gallon 45 feet on center 76 ENHANCEMENT PLANTINGS.INVASIVE SPECIES CONTROL Sambucus mosmosa red elder 1 gallon 45 feet on center 21 SHALL BE CONSISTENT WITH CLEAN WATER SERVICES' Sesd Mix INTEGRATED VEGETATION AND ANIMAL MANAGEMENT GUIDE. Symphoncerpus arhus snowberry 2 gallon 45 feet on center 21 Agrosfis exarala spike bemgress seed 1 6 plsiaae Seed Mi. As needed for bare sol areas>25 EI mus aucus Blue wild a seetl 2Ids pls/acre square feet 4)WATERING SHALL BE PROVIDED AT A RATE,BAT LEAST TWO Y gI ry. GALLONS OF WATER PER PLANT,PER WEEK,BETWEEN JUNE 7 Agmsil<exnmm spike bentgrass seetl 7 Ib DIV.— As needed for bare soli areas>25 AND SEPTEMBER 30.IF GROUNDWATER LEVELS ARE WITHIN SIX Eymus gteucus Blue Mldrye I seed 12 lbs plslacre square It INCHES OF THE SOIL SURFACE,OR IF WEEKLY RAINFALL IN TIGARO EXCEEDS(ACCORDING TO NATIONAL WEATHER SERVICE)ONE HALF(0.5)INCHES.NO WATER IS REQUIRED FOR THAT WEEK.CONTRACTORS SHALL ENSURE THAT WATERING ACTIVITY DOES NOT CAUSE EROSION WITHIN PROJECT ARE& Table 2.Planting specifications for 6,054 square feet of enhancement of marginal condition vegetated Table 5.Planting specifications for 25,363 square feet of mitigation enhancement(including public corridor area(shade/moist tolerant species)on Tax lot 7200,adjacent to landslide repair area. benefit mitigation and advance credit)vegetated corridor area(shade/moist tolerant species)on Tax Lots 7200 and 8600,downstream of landslide repair area. 5)THE CONTRACTOR SHALL SUBMIT AN IRRIGATION PLAN Scientific Name Common Name Size' Spacing/Seeding Quantity DETAILING WATER SOURCE,METHODS OF DELIVERY. Rale Scientific Name Common Name Size' Spacing/Seeding Quantity WATERING TIMING AND FREQUENCY.AND MAINTENANCE TO Trees(toW150) Rate THE CITY PRIOR TO BEGINNING WORK. Trees—(total 50) Thula plicala Western red cedar 12g.11- 10 feet on center 50 6)PLANTINGS SHALL BE MULCHED A MINIMUM OF THREE INCHES Thuja plata Weste•n red cedar 2 gallon 1 10 feet on center 50 IN DEPTH AND 16 INCHES IN DIAMETER TO RETAIN MOISTURE Shrubs(tool 302) AND DISCOURAGE WEED GROWTH AROUND NEWLY INSTALLED Shrubs(total 1,2611) PLANT MATERIAL. I—invdcrefe black twinberry 2 gallon 45 feel on center 60 Oembris cerasil is Indian plum 2 gallon 45 feet on center I.—inxblcrata blade twinberry 2 gailon 45 feet on center 211 Cam/—cerasdanris Indian plum 2 gallon 45 feet on comer 212 7)TREE AND SHRUB PLANTINGS SHALL BE PROTECTED FROM Py—pus capllatk N fus Psdnebark 1 gallon 4on come,feet center 60 WILDLIFE DAMAGE(E.G.,BEAVER.NUTRIA)BY INSTALLING Rubus tabxis salmonDer Pysocarpus caplatus Paclgc nineoink 7 gallon 45 feet on center 211 TREE-PROTECTOR TUBES OR WIRE MESH CYLINDERS AROUND spec ry 1 gallon 45 feel on center 62 NEWLY INSTALLED PLANTINGS. Rubus specrnbrlrs salmonbemy 1 gallon 4-5 feet on tender 212 Sambucus racemose red alder 1 gallon 45 fee[on center fill Sambucus racemose red elder 1 gallon 45 feet on center 211 8)A BIODEGRABLE EROSION CONTROL MATTING 15 Seed Mi. RECOMMENDED OVER THE TOPSOIL THROUGHOUT THE Symphoncsrpus albusAs needed for Dare soil areas>25 awbeny 120.1l.. 45 feet on canter 211 TEMPORARILY DISTURBED PLANTING AREA,AND PLANTING Agroslis—.1. spike bentgrass seed 1 Ib PI-1.— AREAS ADJACENT TO THE LANDSLIDE AND OUTFALL REPAIR Eymus g/aucus Blue Mldrye I seed 12 1bs pls/aae sq.,a re feel Seed Mix AFTER SEEDING AND PRIOR TO PLANT INSTALLATION.EROSION CONTROL MATTING SHALL BE ECONOJUTE OR OTHER Agrosds axamfa spike bentgrass —d7 in pts/erre As needed for Dare sol areas>25 APPROVED EQUAL LOW-DENSITY JUTE MATTING.FABRIC SHALL Eymus gtaucus Blue w,krye a- 216s plslane square feet BE HELD IN PLACE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION REQUIREMENTS.ANCHORS SPACING SHALL BE Table 3.Planting specifications for 7,724 square feet of enhancement of degraded conditionBASED ON 3 FEET PER SECOND FLOW OVER THE FABRIC. vegetated corridor(sun f moist tolerant species)on Tax Lot 7200,adjacent to landslide repair 'Bare root plants may be substituted for container plants based on availability. N bare root plants are area. used,they must be planted during the late winter/early spring dormancy period. 9)PLANTING SHALL BE INSPECTED AND APPROVED BY AN Spacing/Seeding "We are prescribing only a few tree plantings due to the existing deciduous tree canopy. APPOINTED CONTRACTING AGENCY REPRESENTATIVE. Scientific Name Common Name Size' Quantity Rale Trees ftotal 77) Accu cir—otam vine maple 2 galon 10 feet on center 25 Alms mMa red abler 1 gallon I 10 feet on center 26 Prunus emargmala bitter cherry 12.. 10 feet on center 26 Shrubs(total 386) Almelanchiar efthoira sen4ceberry 'gallon 4-5 feet on center 77 Mahan.nervosa Cascade Oregon gallon 45 feel on comer 77 grape 1 Rose pisocarps swamp rose 1 gallon 45 feet on center 77 TFSambucus racemose red elder 1 gallon 45 feel on center 77 Symphorkarld.aid. snowberry 2 gallon 45 feet on center /6 Seed Mix 1 flaAgllstis exarata sDlke bentgrass seetl 7 Ib pls/aaeiuetled for Dare soil areas>25 lymus glaucus Biue wildrye seed 12 Its pisraae re feel R 8 Revisions and AddendtxnsRINGDVIWN SHEET t „ Description Dale No. B PUBLICENGINEWORKS DERRY DELL AT 118TH CT Ctg ,. PUBLIC WORKS DEPARTMENT t .may r 60%DRAFT 3/18201 1 JR 13125 S.W.HALL BLVD. 90%DRAFT 4281201 2 JR/RCC ■ 7rARD,ORrWN 87223 ! s loos SUBMITTAL 5l77n0, 3 JR/RCC _ s 2R=� REVEGETATION 21 OF 1 NOTES FILE No DESIGN:MIN DRAWN:JRIRCC CHECK:CL PROJ.NO: I BID ON: