PFI2016-00237 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT
COMMUNITY DEVELOPMENT Permit#: PF12016-00237
13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 11/01/2016
Parcel: 2S115AB00200
Jurisdiction: Tigard
Site address: 16148 SW 113TH AVE
Subdivision: WILLOW-BROOK-FARM Lot: 25
Project: CIP 94001
Project Description: Culvert and slope repair for the 113th outfall repair
Owner: FEES
Description Date Amount
PHONE:
Contractor:
GT EXCAVATING, LLC
10333 WISEACRE LN
AURORA, OR 97002
PHONE: 503-678-3232
FAX:
Applicant:
ANDREW NEWBURY
13125 SW HALL BLVD
TIGARD, OR 97223
PHONE: 503-718-2427
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:
Issued By:
Special Conditions(See Attached)
Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY
Conditions for PF12016-00237
Type: Condition Name: Status: Severity:
PFI—Sidewalk/1 01 -WORK SITE REQUIREMENTS Applied Notice
Applicant must comply with all applicable provisions of federal and state law,the Tigard Municipal Code, and the terms of
any agreement with the City of Tigard regarding work to be done pursuant to this permit.
PFI_Sidewalk/[ 02-WORK SITE AREA Applied Notice
The work area and approach roads shall be maintained in a clean condition,free from obstructions and hazards. The
spreading of mud or debris or storage of materials or equipment of any kind upon any public roadway is strictly prohibited
and violation shall be cause for immediate cancellation of the permit. The City may at any time order immediate clean-up
and suspension of work to accomplish clean-up.
PFI_Sidewalk/[ 03-WORK SITE EROSION CONTROL Applied Notice
Prior to starting work,effective and approved erosion control devices must be installed and maintained meeting the Clean
Water Services and DEQ requirements. The City may at any time order corrective action and suspension of work to
accomplish effective erosion control.
PFI—Sidewalk/1 04-WORK SITE REPAIRS Applied Notice
Disturbed landscaped areas shall be restored or replaced. Existing signs,pavement markings,mailboxes, etc.shall be
reinstalled or replaced,with like kind of material. Obtain City approval of restoration work.
PFI—Sidewalk/1 05-PRECONSTRUCTION MEETING Applied Notice
Before initiating any construction activity,the applicant shall coordinate with the City's inspector, <Insert Name>at<Insert
Phone#>,to establish a preconstruction meeting.
PFI—Sidewalk/1 06-NOTICE TO COMMENCE WORK Applied Notice
The applicant shall notify the City's Inspector twenty-four(24)hours prior to commencing work,prior to any staged
inspection,and after completing work covered by the permit.
PFI—Sidewalk/1 07-PERMIT/PLAN ON SITE Applied Notice
A copy of the permit including a Certificate of Insurance,and all attachments, and a copy of the approved construction plan
and all amendments shall be readily available at the work area. All work shall conform to the permit terms,conditions and
provisions and to the City approved permit plans, and approved plan amendments and to the City's standards and
specifications and to these General Conditions. Changes to any of these must be approved by the City, in advance of work
performance.
PFI—Sidewalk/1 08-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/ail assignment changes.
PFI_Sidewalk/[ 09-OTHER Applied Notice
RECEIVED
City of Tigard NOV 01 2016
PUBLIC WORKS — ENGINEERING "IC:TIGARD
Public Facility Improvement (PFI) Permit ' NFFRING
TYPE OF WORK
DESCRIPTION OF WORK(in the right-of-way)
❑ TYPE 1-Franchise Utility Work
Check one: ' Utilities W Sidewalk/driveway approach ❑Streetimprovements performed by NWN, PGE
Detailed description: L.ul ue-14 A1AA slope, r e pa;r 4-., 4c, and/or utility agency.
(13�h Ov 4 �nl� ✓e.Pa,✓ P✓ad G�.} - L i P 9y001• ® TYPE 2-Sidewalk/Driveway/Sewer
Work performed for the purpose of:
• Sidewalk installation or repair.
3i4 • Driveway approach installation
Property address/location(s): 1611? Sid it Ave- and/or repair
1/U 0 A s p �►Q a✓ ^�''1'�- • Sanitary sewer lateral installation
and/or main line tap
Applicant: G.�r �� �ie1 a✓d El TYPE 3-Full scale Development
PP Work performed with Land use
Address: P3%7-5 SW PoM 9111A- approval which includes any of
City/state: '[ic30k✓ek. Of- Zip: a1-Lz3 the following-
Phone:
ollowingPhone:503-113-24l't Email: At�✓����-� qa✓o�-o:'.q o�/ • Subdivisions or Partitions
Contact name: Av�XrevA) Phone: 603,-'11%-"z� • Street widening
• Mainline installation for Sanitary
Contractor: CyT
EX GOty A 1 LLL sewer, Storm sewer, Tigard water
q ,
and/or Tigard Water Service Area
CCB#: 11�02 i Expiration: 3�zc� 17
Address: 10333 SUBMIT COMPLETED APPLICATION TO:
City/state: Au✓onx, 09- Zip: 1-7007- City of Tigard
Planning/Engineering
Phone:503-6 7V 523Z Email: cl iroj y IP t1 eA Cc vA&d,c.c•M 13125 SW Hall Blvd.
Contact name: G yA Ad j Toinn 5c,, Phone: 503- 310-5 44 Z- Tigard,OR 97223
Applications for"minor work in right-of-way"
Engineer: A V_'� E t k�,,fie 6✓4A q only may be emailed to:
� rowpermits(aatigard-or.gov
Address: ►Z.`�65 ;u) Fl�rw�e,vl E,.�� -1e 100
FOR STAFF USE ONLN
City/state: _TJA1 a�,r►+ Or- Zip: 1-7,06Z- 00 23 7
Phone: Email: jet akezti:M Case 1 f No.:
Contact name: .Ta k n C.Av;1,l i d6,1 S evt Application submittal fee:
Additional fees:
Estimated value of work is required(if over$5,000):$ �, Application accepted:
(within the public right-of-way) By: M r/ Date:
Is work related to a LAND-USE DECISION? ❑ Yes 91 No Application reviewed-
If
�
If so,please specify (MLP,SDR,SUB,etc.) case#: ByJ Date:
Applicant notified:
Is work related to a BUILDING PERMIT? ❑ Yes ® No By:_L._SDate:
If so,please specify(BUILDING PERMIT)case#: c\cuRPLN\M•sters\Land use Apptkatam Rev.09/26/2016
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 APPLICANTS) SHALL CERTIFY THAT:
• The above request does not violate ani recorded deed restrictions that may be attached to or imposed upon the subject
ro e
• 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.
&-CL� 40d,,
Applicant/Authorized A nt'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
SW 113TH AVENUE
STORMWATER OUTFALL TEMPORARY REPAIRPZ
a
as
a
CIVIL ENGINEERING CONSTRUCTION PLANS aaag�o
a aaaa -
n� OW wnwAM 00 SITE
SW DURHAM RD
dpi,Vt
LEGEND
TYPICAL SYMBOLS AND UNETYPES
EXISTING
CVICiulr _ TAX LCT 800
DECIDUOUS TREE O STORM SEWER CLEAN OUT o TAX LOT 200 t/ PROJECT TAX MAP 2S 1 15AA
STORY SEWER CATCH BASIN ❑ TAX YAP 2S i ISAO AREA VICINITY MAP
CONIFEROUS TREE STORM SEWER AREA DRAIN ❑ >
POWER JUNCT)ON Boz STORM SEWER MANHOLE 0 a 1 IMI NOT TO SCALE
COMMUNICATIONS,1UNCTION Boz SANITARY SEWER CLEAN OUT o -
COMMUNICATIONS RISER SANITARY SEWER MANHOLE O
U) OWNER: PROJECT LOCATION:
EXISTING PROPOSEDCITY OF TIGARD TAX LOT 200 (WASHINGTON COUNTY ASSESSOR'S MAP 2S 1 15AB)
ORDINARY NOH WATER MARK — CONTACT: ANDY NEWBURY, PE LOCATED IN THE NORTHEAST 1/4 OF SECTION 15, TOWNSHIP 2
13125 SW HALL BLVD.
DITCH ,_, I SOUTH, RANGE i WEST, WILLAMETTE MERIDIAN, WASHINGTON
AX LOT 900 TIGARD, OR 97223 COUNTY, OREGON.
CURB *
TAX TMAP ZS 115AA P: (503) 718-2472
STORY SEWER LINE - — — --- — — —•�- EXISTING LAND USE:
SANITARY SEWER LINE - — — —sw— — - .. `o
BUILDING OUTLINE % TAX LOT 1600 GEOTECHNICAL EXISTING PUBLIC STORMWATER DRAINAGE OUTFALL.
ENGINEER:
(ROUND SURFACE CONTOUR(1 ir) ————501 —— TAX MAP 2S 1 15AB
SHANNON & wlLsoN, INC. PROJECT PURPOSE:
uz Lor 1 1 CONTACT: DAVE HIGGINS TEMPORARY REPAIR TO DAMAGED PUBLIC STORM DRAIN OUTFALL
GROUND SURFACE CONTOUR IS FT)————505———— TAX YAP T 3 TSAR TAX Ti w�a ioiSAA 3990 COLLINS WAY, SUITE 100
TAX Lor two LAKE OSWEGO, OR 97035-3480
EROSION AND SEDIMENT CONTROL TAX MAP 2s 1,ve FAX Lor sao
FAX YAP 2s 11sAe TAX LOT 6OW P: (503) 210-4781 VERTICAL DATUM:
TAX YM 2S 1 15M
�--�� / / / / / ELEVATIONS ARE ASSUMED BASED ON A PROJECT SPECIFIC DATUM.
sTAgIC AKA � TIMOI �//�//�//�//�// CIVIL ENGINEERING & CITY DATUM APPROXIMATELY 833.5 FT BELOW ELEVATIONS SHOWN
SURVEYING FIRM: IN THESE PLANS.
'- SITE MAP
STRAW wATRp RAMI - - AKS ENGINEERING & FORESTRY, LLC.
1'=100' CONTACT: JOHN P. CHRISTIANSEN, PE SITE AREA:
12965 SW HERMAN RD STE 100 8.18 AC
TUALATIN, OR 97062
P: (503) 563-6151 TOTAL DISTURBED AREA:
M F: (503) 563-6152 ENED
SHEETINDEX
4,000 SF ���yC000 – COVER SHEET WITH SITE AND VICINITY MAPS pC
C001 – GENERAL NOTES
C002 – EXISTING CONDITIONS PLAN NOV 01 2016
C100 — SITE PLAN
3 C101 — TREE PRESERVATION & REMOVAL PLAN AND SITE RESTORATION PLAN
dI C102 — DETAILS
ATTENTION EXCAVATORS: CITY OF TIGA
a OREGON LAW REWIRES YOU TO FOLLOW RULES ADOPTED BY THE pI�LNNINu/ENGINEE RING
it
it OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET
1g FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090.
I Revisions and Addendums NLS ENCREERRIC d FORESTRM/DSTCHECK-
SHEET
x YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY X51 IoM"Ee Descri tion Date No. 12%5 SW HERMAN RD STE 1ENGINEERING DVISION
CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT 9 TUAUTIN,DR 97062PUBLIC WORKS DEPARTMENT 0000
a E Issued for Construction 03/3 1 1016 JDS .503.563.6151
THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY 13125 S.W. NWL SLID. r
"" :503.563.6152rrARD, OREGON 9722) S W 113TH AVENUE OF
k= THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE is ?yW ENGINEERING•SURVEYING NATURAL RESOURCESMPROJIO:
VFAX.OCE 50.3-624-075241711 6
COMMENCING AN EXCAVATION. CALL 503-246-6699. 'cNRIs�`� WIYW.TMsARD-OR.GOV Stormwater Outfall Temporary Repair
£Q FORESTRY•PLAWrNG•L,ANDSCAPEARCFfTECTURE COVER SHEET WITH SITE AND VICINITY MAPS FILE NO
"L"r"�wiE:1=/31/11 DESIGN:JDS DRAWN: JPC27BID ON:
GENERAL CIVIL NOTES CITY OF TIGARD GENERAL CONDITIONS
I. OWNER TO COORDINATE AND PAY ALL PROJECT PERMIT FEES AND COSTS ASSOCIATED NTH CONNECTING 22. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL REWIRED OR NECESSARY INSPECTIONS 1. THE PERMIT HOLDER MUST COMPLY NTH ALL APPLICABLE PROVISIONS OF FEDERAL AND STATE LAW,THE NOTES:
TO EXISTING WATER,SANITARY SEWER AND STORM SEWER FACILITIES,INCLUDING SERVICES AND ARE COMPLETED BY AUTHORIZED INSPECTORS PRIOR TO PROCEEDING WITH SUBSEQUENT WORK WHICH TIGARD MUNICIPAL CODE,AND THE TERMS OF ANY AGREEMENT NTH THE CITY OF TIGARD REGARDING
INSPECTIONS BY THE GOVERNING JURISDICTIONS. OWNER TO PAY ALL PROJECT COSTS AND FEES FOR COVERS OR THAT IS DEPENDENT ON THE WORK TO BE INSPECTED. FAILURE TO OBTAIN NECESSARY WORK TO BE DONE PURSUANT TO THIS PERMIT. T WHENHNINT-ANDRLM%F U--1 1-TIONSa THE EmoSNQN AND BEDILEN7 CUN-B AND DISCHARGE---T SE-I..
BY SORE ONE KNOINIROMASUe AHO E°PINI r FD IN TN MNCIA.es.PRACTNYIB NsrALATIO N.AND NAwttNAAICE a EROSION AND SED•AENT
CONNECTIONS,UTUTY TAPPING,TV,TESTING,CHLORINATION,WATER METERS,BACKFLOW CERTIFICATIONS, INSPECTION(S)AND APPROVAL(S)SHALL RESULT IN THE CONTRACTOR BEING FULLY RESPONSIBLE FOR CON-INNOxnaKSFORTNEPENurTEE
OR OTHER SIMILAR OR RELATED COSTS AL1 PROBLEMS ARISING FRpI UNINSPECTED WORK. 2. ACCESS TO EXISTING PROPERTIES SHALL BE MANTAIIED AT ALL TIMES,INCLUDING NORMAL DELIVERY
SERVICE MDI MAIL SERVICE AND IF NOT,SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE z ODIIBTNPCTIDNA TIES TRUST Avow aR HANINUE EACAVA AND CREATIONOF BARE CNL°A FRp1H GCTOBER T THROUGH ININ 31 EACH YEAS
1. CONTRACTOR SHALL CONFORM TO ALL CONSTRUCTION PERMITS REQUIRED BY THE CITY OF TIGARD AND 23. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY P47ECTIONS OR NECESSARY ACCESS IS ESTABLISHED. s. DURING,Mer WEATHER FeREo.TENPDRAIRY srABurwrNAr OF THE SITE MUST 0C AT THE END a EACH WONkK DAY.
WASHINGTON COUNTY. OBSERVATIONS FOR ALL WORK PERFORMED INCLUDING ANY RE-TESTING THAT MAY BE REWIRED TO MEET 3. PURSUANT M TIGARD MUNICIPAL CODE SECTION 7.40.180,WORK IS PERMITTED BETWEEN THE HOURS OF I aEDBeort caNTaots MusT SE MTALtBD AO MAHTANBD DIY AL DONNA, R.neNr SOBS OF THE Rla<rwN SITS At Au nNes wwc
SPECIFICATION. THE CONTRACTOR SHALL PERFORM PRE-TESTS PRIOR TO SCFEDUING TESTS THAT MUST oorSs7Ructox THEY AIur REAUN IN wACE UNTIL PEITNANEIJIT VeOETATON OR OTHER PEaAAENT COVE-OF EAPOSED-IS ESTAe-.
3. THOSE LAW REQUIRES ET YOU i0 FOLLOW RIAS01 ADOPTED O IFIL AEGON UTILITY 90.THE
HONER. 7:00 A.M.TO 7:00 P.M.DAILY UNLESS OTHERWISE AUTHORIZED BY THE CITY MANAGER.
BE WITNESSED. TESTING MUST SE PERFORMED BY AN APPROVED THIRD PARTY INDEPENDENT TESTING
THOSE RULES ARE SET FORM N OAR 95ATION 11NT THROUGH OAR 952-001-0090.THE TELEMHINE s AL D.INLETB Afl1STHAVEED ANDNr CONT BLE NsrALm ANOMAnDAnEOAT AL TUEs CLIVI INUETCTCTwN.ILrItE59 or.ERwaE
NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS(600)332-2344. LABORATORY RETAINED BY THE CONTRACTOR. CONTRACTOR IS SOLELY RESPONSIBLE FOR SCHEDULING 4. BEFORE IITIATING ANY CONSTRUCTION ACTIVITY,THE PERMIT HOLDER SHALL�CONTACTED BY THE AwROVEo.ASSRFAce MaxrEO AND ArTAr.HueLE-D FILTER a.0uRE0I..IEO ION Au tune RAET ural aasrls.
TESTING. ALL TESTING MUST BE COMPLETED PRIOR TO PERFORMING SUBSEQUENT WORK. A COPY OF CITY'S PRIVATE DEVELOPMENT INSPECTOR,(503/639-4171)TO ESTABLISH A PLACE,TIME,AIA DATE FOR B woNlNOANT AwunTS a IEDUENT-LEAVES 711E SITE MUST BE aEANED w METHIN 3 HOUI AJC HNAOED SAO(ON THE SITE AND srAYL13ED
4. CONTRACTOR TO NOTIFY CITY.COUNTY,ODOT AND All UTILITY COMPANIES A MINIMUM OF 48 BUSINESS ALL TESTING RESULTS MUST BE PROVIDED 10 THE OWNER'S REPRESENTATIVE IMMEDIATELY UPON A PRECONSTRUCTIN MEETING. wPRORBRty DaFOeEo THE CAAea THE seO.EHIT rELEASE MOST eE Fau.O Aro MENENIFD FIKYrwBUOARScwaENCSaTNE
HOURS PRIOR TO START OF CONSTRUCTION,AND COMPLY WITH ALL OTHER NOTIFICATION REQUIREMENTS COMPLETION OF THE TEST. DIBCHrnnE wnrTN THE SAME TS NaNB.Anr wsrnEAA CLEAN UPa sEoecNr sHAtaE NEraSrrwAaroloela rorHE c«EOaN DEPAStuEnT
5. THE PERMIT HOLIER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR, oe STATE UHos REanNED TUE FRAUE.
O A(ZNCES NTH.A1RtSACTON OVER THE WORK. 24. THE LOCATION AND DESCRIPTIONS OF EXISTING UHUTIES SHOWN ON TIE DRAWINGS ARE CAVILED FROM AT INATE
WA
ONA
NOT WEINTO ET-
.-II UURT NTENTKNµyr wARHED BEWERR NIAGF r R SOCNES
AT 503/6'9-1171 TWENTY-FOUR(24)HOURS PRIOR TO T
5. PRIOR TO BEGINNING WORK THE CONTRACTOR SHALL PROVIDE TIME FOLLOWING ITEMS 10 THE OWNER'S AVAILABLE RECORDS,UNDERGROUND UTILITY LOCATE MARKINGS BY OTHERS ARO/OR FIELD SURVEYS COMMENCING WORM,TWENTY-FOUR(24)HOURS PRIOR TO ANY STAGED INSPECTION AND AFTER B SEDNEHT OST BE REMlNeD F BEHIND AU SEDIMENT CONTNOL ME REB WHEN IT HAS REACHED A HEIGHT a Inco THE BANNER HEwHIT.
REPRESENTATIVE: ACS DOES NOT GUARANTEE THE ACCURACY OR THE COMPLETENESS OF SUCH RECORDS. ADDITIONAL COMPLETING WORK COVERED BY THE PERMIT. ASD PRKW rO THE coNTROt NIEnsuaes aEWOVA.
a.LIST OF SUBCONTRACTORS UTILITIES MAY EXIST WITHIN DHE WORK AREA CONTRACTOR SHALL FIELD VERIFY LOCATIONS,INVERT ID SIZESB. aEANN OF uLsrnuc.TUNES WITH sours Nus70CcuR OMEN THE ssoUENr NErENrwHCArAary HAS WHEN REax�Dsv sor ANY AT
ELEVATIONS,AND OF Al EXISTING UTILITIES PRIOR i0 CONSTRUCTION. 6. A COPY O THE PERMIT AND ALL ATTACHMENTS,AND A COPY OF THE APPROVED CONSTRUCTION PLAN ca�LI- PROJECT.
b.PROJECT SCHEDULE 25. ANY UTIUTES LOCATED IN THE FIELD THAT THE CONTRACTOR DISRUPTS OR DAMAGES SHALL BE AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA ALL WORK SHALL CONFORM TO THE D.ANY USE OF TOMO ON OTHER HArARDws AATERALS wsTINGLUDE PROPER STUNAOc.ArPLEArIUN,AND DNPOSAt.
PROMPTLY REPAIRED TO NEW CONATION. F REQUIRED.CONTRACTOR SMALL INSTALL SUITABLE PERMIT TERMS,CONDITIONS AND PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS,AND
c.TRAFFIC CONTROL PLAN APPROVE PVN AMENDMENTS AND TO THE CITY'S STANDARDS AID SPECIFICATIONS AND TO THESE II THE KNATTEB MUST NwPBRtr AANAC.E«Av.MalB AAeres.USED MS.CONTAUNATED SOILS.cow;RSTe wrsre.SrNTTARr WASTE,LIOAO
TEMPORARY SERVICE UNTIL REPAIR CAN BE COMPLETED, THE COST OF THE REPAIR OR TEMPORARY GENERAL CODITION& CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY,IN wABTE.OA O7HERr SUBSTAACESDISCOVEORDENERATEDDURBOCaNSTRUcnal
d EMERGENCY CONTACT NAME AND PHONE NUMBER SERVICE SHALL IE BORNE BY THE CONTRACTOR.
ADVANCE OF WORK PERFORMANCE. u. THE,104RUIN RArtaFER7B¢ETIs usm AOEsrA NSln OETArONuusr Fauow wNucACTwEas REcoM.ENwrwNs.
& IT IS THE RESPORTBLTY OF THE CONTRACTOR TO REVIEW ALL OF THE DOCUMENTS AND PUNS 26, NOTIFY THE OWNER AND OWNER'S REPRESENTATIVE IMMEDIATELY OF ALL UTILITIES EXPOSED. WE�woe IN wPE�SnoN Of FERial�uxs wTTHNANY WATER wwr wPAN� nrE REIeASE FERrIuaRs sHwcD BE USED ANDuuE SHwn
ASSOCIATED NTH THE PROJECT WORM SCOPE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1. MAINTENANCE O THE WORK AREA AND APPROACH ROADS IS DE TAI RESPONSIBILITY IN A TY A THE PERMIT
SHOULD THE CONTRACTOR FIND A CONFUCT NTH THE DOCUMENTS RELATIVE TO THE HAS UNIDENTIFIED UTILITIES SHALL NOT BE DISRUPTED OR CUT UNTIL OWNER OR OWNER'S REPRESENTATIVE FODER. THE TIONS AREA AND APPROACH ROADS SHALL MI SANDERS IN I CLEAN CONATION,FREE > OMEN OR OFswraTED PERSON SHALL BE RESFONsaeFaR ProPER INSTALwnaN Aro Aawre.NwcEaAL EaosONAw sEOWeTr oaSmrx
/PLX'N� HAS APPROVED THE WT OR ABRUPTION. FROM OBSTRUCTIONS AND HAZARDS. A COPY OF TIME PERMIT HOLDERS CERTIFICATE OF INSURANCE AEAswts NAccoRUNCE wnH cuRRENr CLEAN wA7Ea sonnccs srANDAws AHw STATE.AND CEDERAt RECIAATIDNS.
SPECIFICATIONS OR THE APPLICABLE CODES,IT IS THE CONTRACTOR'S RESPONSBUTY TO NOTIFY THE SHALL HE AVAILABLE.AT THE WORK AREA. " Pwoa TOOrr wm asTuasNG ACTrnTEs THE MowmuaEsa THE CLcwING MANTIS VEGETATEDe FE
N WRAn ANv sEAerIHVE ATswsswwoN
OWNER'S REPRESENTATIVE WRITING PRIOR TO THE START O CONSTRUCTION. FAILURE BY THE 27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MARKING ALL EXISTING SURVEY rws wANSNAtt lE-1DEUNEATEowTHEFI-UNL-.TIERWIBE APED .,NO DSnASBAFIce ISP TTE.ErawnE
CONTRACTOR TO NOTIFY THE OWNER'S REPRESENTATIVE SMALL CONSTITUTE ACCEPTANCE OF FULL MONUMENTS O RECORD(NCUDING BUT NOT LIMITED TO PROPERTY AND STREET MONUMENTS)PRIOR TO S. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT O ANY KIND UPON ANY auwNO LYTG.THE OWnEwPENwTT -1 ASANTAIN THE OEUFON THE DURATION OF THE-IT
CONSTRUCTION. IF ANY SURVEY MONUMENTS ARE REMOVED,DISTURBED OR DESTROYED DURING PUBLIC ROADWAY IS STRICTLY PROIBIED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE NOTE.vEGe-ceRROORe 1.RE NLIHM"I-ORANGE CONsrnucnoN If-OR AwaoveO eOUAL.
RESPONNTSMSIBUTY N THE CONTRACTOR TO COMPLETE THE SCOPE S MONK AS DEFINED 4S THE CONSTRUCTION OF TIE PROJECT,THE CONTRACTOR SHALL RETAIN AND PAY FOR THE SERVICES OF A CANCELLATION OF THE PERMIT. THE CITY MAY AT MY TIME ORDER IMMEDIATE CLEAN-UP AND THE 15 MOR TO AmY LAND DISTuuNG.c S THE BMPS THAT DUST BE-UeD AIB ONAVEEcvaTRucTwN ENTRANCE aEREETER SEDUEAT
DOCAEITS/PLINS N FULL COMPLIANCE GOTH LOCAL STATE,AND FEDERAL REGU.A710NS AND CODES REGISTERED PROFESSIONAL SURVEYOR LICENSED N THE STATE OF OREGON TO REFERENCE AND REPLACE STOPPAGE OF WORK TO ACCOMPLISH CLEAN-UP. CONTaUL AND INLET FN 11ON.THESE BNvs MUST BE MAHTANED FOR THE DURATION OF THE NDUECT
7. THE FOLLOWING DOCUMENT 15 INCORPORATED INTO THE PROJECT BY REFERENCE FILEN: 'S£4ffCHINICSL ALL SUCH MONUMENTS PRIOR TO SUBSTANTIAL COMPLETION OF THE PROJECT. THE MONUMENTS SHALL Is EVEGETATNE SEED NI¢sARE SIEanEo.sEEOBc uusr r,YIE FYACE ro urER 7HNw searESeER Isr.THE TYRE ANO PERrENrACA".sa sEmw
ENGINEERING REPORT-SW 113TH AVENUE CUTFALL REPAIR.'PREPARED BY SHANNON d WLSON.INC. BE REPLACED WARN A MAXIMUM OF 90 DAYS,AND THE COUNTY SURVEYOR SHALL BE NOTIFIED IN 9. EFFECTIVE EROSION CONTRA IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AID THEwKAREASOEN-ONTHE-10R.sREaFED-DESOrI-EN.
DATED AUGUST 17,2016. PRIOR TO STARTING CONSTRUCTION CONTRACTOR SHALL REVIEW THE LATEST WRITING AS REQUIRED PER ORS 209.150. MAINTAINED MEETING THE CLEAN WATER SERVICES AND DEO REQUIREMENTS THE CITY MAY AT ANY T WATER-TONT TRUCAS Musr BE usED To rRMwsFaSr sArwAreo SOILS FROM THE caNstRucrN»I SITE ANAwaoveoEWIYALEAITE7o D
EDITION OF THIS DOCUMENT. CONTRACTOR STALL CONFORM TO ALL RECOMMENDATIONS LISTED IN THE TIME ORDER CORRECTIVE ACTON AND STOPPAGE Di MONK TO ACCOIMJSH EFFECTIVE EROSION CONTIRO. THE saLON SITE a"oEsrsATED Lounw uswc AORomATE BMPs.SOIL MwTBE ORANED sucFlcENnrFOR MwIMA SPILLAGE.
REPORT 26. ALL FACILITIES SHALL R MAINTAINED AL PUCE U THE CONTRACTOR UNLESS RTERWISE SHOWN OR 10 PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX; HB AI.w FNNO a sEDINENT LADEN INATER MUST BE ascHA D OVER AN UMDISTUIUWD.PREFERABLY VEGETATED AREA AND rHROUON A SEDINENT
DIRECTED. CONTRACTOR SHALT TAKE ALL PRECAUTIONS NECESSARY TO SUPPORT,MAINTAIN,OR ooNTRw ew HIE ITER eAGI
& ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE APPROVED PLANS AND THE APPLICABLE OTHERWISE PROTECT EXISTING UTILITIES AND OTHER FACILITIES AT ALL TINES WING CONSTRUCTION. SHRUBS,ROWERS,BARK DUST,EXISTING SIGNS,PAVEMENT MARKINGS,MAILBOXES,ETC.SHALL BE
PROVISIONS OF THE APPROVING AGENCIES'CONSTRUCTION STANDARDS,THE MOST RECENT EDITION OF CONTRACTOR TO LEAVE EXISTING FACILITIES IN AN EQUAL OR BETTER-THAN-ORIGINAL CONDITION. REESTABLISHED,REINSTALLED OR REPLACED.GOTH LIKE KING WIND MATERIAL. 1° THE DOES NOT ENTER ArBu�RFwCPtE WAATIEN SYSTEM gpApMS srwOR Ong RTIES EN57ALLED PROPERLr TO ENSURE THAT BEUNENr L_ADEN OATEN
THE UNIFORM PLUMBING CODE,THE MOST RECENT EDITION OF THE INTERNATIONAL BUILDING CODE(IBC). 29. CONTRACTOR SMALL REMOVE ALL EXISTING SIGNS,MAILBOXES,FENCES,LANDSCAPING,ETC.,AS REQUNED 11. EFFECTIVE DRAINAGE CONTROL IS REWIRED. DRAINAGE SMALL BE CONTROLLED WTHIN THE WORK SITE m THE Ex ME,suHES SHOAL ON 743 PUN ARE THE MNINARA BRENENTs coR ANT,rATED SITE CONDITIONS OURING THE OONSTRucT
APRA STANDARDS OREGON HEALTH DIVISION(OHD).AND THE DEPARTMENT OF ENVIRONMENTAL QUALITY TO AVOID DAMAGE DUNING CONSTRUCTION AND REPLACE THEM TO EXISTING OR BETTER CONDITION. AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY,PUBIC PROPERTY AND THE RECEIVING PENHOD.THESE NETSURFS-BE LFKN D AS NEEDED TO NNNTAN COMaANCE w AL REDUATKA.s.
(DEQ)WHEREIN EACH HAS JURISDICTION. SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTIN AND 11 WRITTEN ex Locs ARB S-STTOro N NANTANED OnsITe AN.AVAAAetE TO DIETING*NSPECTONS UPON IWQUEST
30, F SPRINGS OR GROUNDWATER ARE ENCOUNTERED DURING CONSTRUCTION,THE CONTRACTOR SHALL STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL
9. CONTRACTOR SHALL AT ALL TIMES ABDE BY APPLICABLE SAFETY RULES OF OSHA,IN PARTICULAR NOTIFY THE OWNER'S REPRESENTATIVE O THE CONATIONS FOUND AND COORDINATE THE ACTIVITIES IN AN IN ARONRASI
EAS SURECT TO D EONwMA
.APPROPaATEaws sT BE USED Iwv NauocnE AIMaN a E. FINE INATER SPRArBO.vusTO
THOSE REGULATIONS PERTAINING TO ADEQUATE SHORING AND TRENCH PROTECTION FOR WORKMEN. MANNER THAT WILL ALLOW TIME TO REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY 12. OREGON UW REQUIRES FOLLOWING TE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. SHEETNIG MutcnwG.oR or.ERAPPNOveDA UREs
MITIGATE THE WATER ENCOUNTERED. SAID RUES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0060.COPIES O SAID 23 ALEAPoxDsoASNNUTBECO,E DDURINGIAETw ATERP OO
10. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THE PROJECT IN ACCORDANCE RULES MAY BE OBTAINED FROM THE CENTER BY CALLING 503-246-1967. F YOU HAVE ANY QUESTION
GOTH THE APPROVED CONSTRUCTION DRAWNGS INCLUDING SUCH INCIDENTALS AS MAY BE NECESSARY TO ABOUT THE RULES,CONTACT THE CENTER. NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE
MEET APPLICABLE AGENCY REQUIREMENTS AND PROVIDE A COMPLETED PROJECT. PERMIT HOLDERS EXPENSE.
11. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE 13. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL
START OF CONSTRUCTION1. CONTRACTOR SHALL REVIEW AND COORDINATE THE BUILDING LAYOUT BY LOCATION PRIOR TO START O WORK(POTHOLE BEFORE DIGGING F NECESSARY). SHOULD CONFLICTS
CAREFUL REVIEW OF THE SITE PLAN AND LATEST ARCHITECTURAL PUNS(INCLUDING,BUT NOT LIMITED ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY,IT SHALL BE DONE AT THE PERMIT
T0,STRUCTURAL MECHANICAL,ELECTRICAL,PLUMBING,AND FIRE SUPPRESSION PUN,WHERE HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE
APPLICABLE)L CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE,ARCHITECT,AND CONTRACTOR SHALL COORDINATE THE WORK WITH AFTECTED UTILITY AGENCIES. STANDARD EROSION CONTROL NOTES
ENGINEER OF ANY DISCREPANCIES 14. A TEMPORARY HARD-SURFACE PATCH(COLD MIX A.C.OR HOT MIX BASE PAVING)SMALL BE PLACED ON ������
12. CONTRACTOR SHALL VERIFY SZE,MATERIALS,HORIZONTAL AND VERTICAL LOCATIONS,AND INVERT TRENCHES WTHIN ROADWAYS AT THE DD RM
OF EACH DAYS WO . NO TRENCH,ON SITE OR OFF-SITE, FOR SITES LESS THAN 1 ACRE C3ea.w4;; (�7efvRca
ELEVATIONS AT ALL UNITY CONNECTIONS. SHALL BE LEFT AT ANY TIME IN AN UN-SME CONDITION. THE PERMIT HOLDER IS RESPONSIBLE FOR I,r. '145 - - o-cPNw1I ON d4•
AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF THE WORK.
13, ANY INSPECIICN BY THE CITY,COUNTY,AKS,OWNER'S REPRESENTATIVE,OR OTHER AGENCIES SHALL
NOT,IN ANY WAY,RELIEVE THE CONTRACTOR FROM ANY OBUGATION TO PERFORM THE WORK IN STRICT 15. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITES(ROADS,
COMPLIANCE NTH THE CONTRACT DOCUMENTS,APPLICABLE CODES,AND AGENCY REQUIREMENTS DITCHES.ETC.)AS MAY BE NECESSARY,IN THE CITY INSPECTOR'S OPINION,TO OVERCOME DETERIORATION
14. F THE CONTRACTOR DEVIATES FROM THE APPROVED PLANS,INCLUDING THESE NOTES,WITHOUT FIRST OR DAMAGE WHICH OCCLRRED N CONJUNCTION NTH TIME WORK AUTHORIZED BY THE PERMIT,
OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR SUCH DEMARONSJ CONTRACTOR CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE.
SHALL BE SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED N CORRECTING MY WORK IC ONE AS-WILT DRAWING AND PDF SHOWING ALL NEW PUBLIC IMPROVEMENTS,INCLUDING MY REVISION
DOLE WHICH DEVIATES FROM THE MANS MADE TO THE PREMDUSLY APPROVED CONSTRUCTION PLANS AND,ALSO,ANY IMPROVEMENT WHICH MAY
15. THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND CONSTRUCTION IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY,SHALL BE PROVIDED TO THE CITY BY A REGISTERED
CIVIL ENGINEER ALONG NTH AN ENGINEERS CERTIFICATION OF INSTALLATION COMPLIANCE. THE
REWW SERVICES RELATING TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS,METHODS, APPLICANTS ENGINEER SHALL PROVIDE THE CITY NTH AN ELECTRONIC FILE WITH POINTS FOR EACH
WORES,SEQCES OR PROCEDURES REWIRED FOR IFIL CONTRACTOR TO PERFORM HI$OR HER
WORK
IEI4STRUCTURE(MANHOLES CATCH BASINS,WATER VALVES HYDRANTS AND OTHER WATER SYSTEM
C
FEATURES)N THE DEVELOPMENT,AND THEIR RESPECTIVE K DIED Y STATE BANE COORDINATES,
16. CONTRACTOR SHALL MAINTAIN ONE(1)COMPLETE SET OF APPROVED PLANS ON THE CONSTRUCTION STE REFERENCED TO NAD 03(91).INCLUDE ACROBAT("'.PDF)FILE AND ONE 11X17 COPY OF AS-BUILTS.
AT ALL TINES HEREON HE OR SHE WILL RECORD ALL APPROVED DEVIATIONS N CONSTRUCTION FROM
THE APPROVED DRAWNM AS WELL AS LOCATIONS AND DEPTHS OF ALL EXISTING UTUTES 27. THE CTTYS INSPECTOR MAY,AT HIS DISCRETION,REQUIRE PROVISION OF TESTS AND OR REPORTS FROM
ENCOUNTERED. THESE FEW RECORD DRAWINGS SHALL BE KEPT LIP TO DATE AT ALL TIMES AND SHALL THE PERMIT HOLDER,THE PERMIT HOLDERS ENGINEER OR CONTRACTOR TO VALIDATE CLAIMS O
BE AVAILABLE FOR INSPECTION BY THE CITY OR OWNER'S REPRESENTATIVE UPON REQUEST. MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH TESTS/REPORTS SHALL BE PROVIDED AT
17. UPON COMPLETION OF CONSTRUCTION OF ALL NEW FACILITIES,CONTRACTOR STALL SUBMIT A CLEAN SET THE PERMIT HOLDER'S EXPENSE.
OF FIELD RECORD DRAWINGS CONTAINING ALL AS-WILT INFORMATION TO THE OWNER'S REPRESENTATIVE. 2& EXISTING MONUMENTS,PROPERTY CORNERS,AND SURVEY MARKERS 94ALL BE PROTECTED,
ALL IIFORMATION SHOWN ON THE CONTRACTOR'S FIELD RECORD DRAWINGS SHALL BE SUBJECT TO REPLACEMENT SHALL BE AT THE PERMIT HOLDERS EXPENSE.
VERIFICATION- F SIGNIFICANT ERRORS OR DEVIATIONS ARE NOTED,AN AS-BUILT SURVEY PREPARED AND 29. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR,IN WRITING,THE NAMES AND 24 HOUR
STAMPED BY A REGISTERED PROFES570NAL LAND SURVEYOR SMALL BE COMPLETED AT THE
CONTRACTOR'S EXPENSE. EMERGENCY TELEPHONE NANDO TWO(2)PERSONS WHO HAVE AL1ITO RESOLVE PROBLEMS,
TAKE CORRECTIVE ACTION AND,
,N GENERAL,DUEL BE RESPON98LN CASE CASE OF MY EMERGENCY. THE
1& THE CONTRACTOR SIAL COORDINATE NTH THE SURVEYOR RETA1ED BY THE OWER OR RETAIN AND PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR,IN WRITING,OF ANY/ALL ASSIGNMENT CHANGES.
PAY FAR THE SERVICES OF A REGISTERED CIVIL ENGINEER AND/OR LARD SURVEYOR LICENSED IN THE 30. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR,IN WRITING,
STATE OF OREGON TO ESTABLISH CONSTRUCTION CONTROL AND PERFORM INITIAL CONSTRUCTION SURVEYS THE NAME AND 24 FLOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED"COMPETENT PERSON'
TO ESTABISH THE LINES AND GRADES OF IMPROVEMENTS AS INDICATED ON TIE DRAWINGS. STAKING RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA,CHAP.437,DIV.3 CONSTRUCTION,
g FOR BUILDINGS,STRUCTURES,CURBS,GRAVITY DRAINAGE PIPES/STRUCTURES AND OTHER CRITICAL SUB-DIVISON P-EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR O ANY/ALL
$$ 194ZOYEMENTS SPALL DU COMPLETED USING EQUIPMENT ACCURATE TO 0.04 FEET HORIZONTALLY AND AS9040T CHANCES
0.02 FEET VERTICALLY,OR BETTER. USE OF GPS EQUIPMENT FOR CONSTRUCTION STAKING OF THESE
IPROVEENTS IS PROHIBITED.
Y 19. CONTRACTOR SHALL CONDUCT CONSTRUCTION ACTIVITIES IN SUCH A MANNER AS TO INSURE YIIM M
INTERFERENCE WITH THE CONTINUED USE OF THE FACJITY BY EMPLOYEES,SUPPLIERS,AND CUSTOMERS.
@ CONTRACTOR SHALL CONTACT AND ASCU55 MANNED CONSTRUCTION ACTIVITIES AND TIMING NTH THE
E$ OWNER AT LEAST 48 HOURS PRIOR TO STARTING WORK. CONTRACTOR SHALL COOPERATE AND
ACCOMMODATE OWNER'S REQUESTS TO THE MAXIMUM EXTENT POSSIBLE.
�f 20. CONSTRUCTION ACTIVITIES,EQUIPMENT,VEHICLES,AND MATERIALS SHALL BE PLACED IN AREAS MINIMIZING
INCONVENIENCE TO THE FACILITIES NORMAL BUSINESS OPERATIONS AND SHALL BE COORDINATED NTH
THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO THE START OF WORK.
21. PRIOR TO FINAL ACCEPTANCE AND PAYMENT,THE CONTRACTOR SHALL CLEAN THE PROJECT STE AND
as ADJACENT AREAS OF ANY DEBRIS,DISCARDED MATERIA,OR OTHER ITEMS DEPOSITED BY THE
CONTRACTOR'S PERSONNEL WRING THE PERFORMANCE OF THE WORK.
Revisions and Addendums AKS ENGINEERING;!FORESTRY,LLCSHEET
X511 GIN Desch bon Date No. B 12965 H ORRI97AN2D STE tGO�� MPROJNO
ENGINEERING DIVISION C00T
PUBLIC WORKS DEPARTMENT
Issued for Construction C8 J110I6 JOS : 503.563.6151 13125 S.W. HALL BLVD. SW 1 1 3TH AVENUE 2
IT 503 563 6152 TG4RD. OREGON 9722J OF
i aks-enq.cw VOICE,,503-639-4F71
a M'►2•.+'rrENGINEERING•SURVEYING•NATURAL RESOURCESFAR: 503-6T4GOv Stormwater Outfall Temporary Repair
5
gd o CHRWStiV� FORESTRY•PLANNING•LANDSCAPE ARCHITECTUREIYNW7FCARD-oRGOv GENERAL NOTESFILE NO
RENEWAL DATE:12/31/17 DESIGN:JDS DRAWN:JOS CHECK: JPC27 BID ON:
I
EX SIM 00
RIM BEV 99zn
7111 NUMBER TREE SPECIES TREE INCHES)
I 10123 DECIDIOUS 12"
10083 DECIDIOUS 14"
I 10121 DECIDIOUS 14.
10021 DECIDIOUS 15"
I TAX LOT 200 10012 DEO DIOUS 1Pi
I 10019 DECIDIOUS 19"
011 TAX MAP. 2S 115AB 10122 DECIDIOUS 19"
291 I 10138 DEODIOUS 6'
I� 10148 DECIDIOUS r
10020 DECIDIOUS 9'
I I ' 10124 DECIDIOUS r
31 10139 DECIDIDUS 9•
I WOODSPRING APARTMENTS 10106 CONIFEROUS 11•
30304 CONIFEROUS 17
EX SAN MH I 16100 SW 113TH AVE 10105 CONIFEROUS 13"
TIGARD, OREGON 1010066 CONIFEROUS CONIFEROUS 1"
N:WLII(" I\ 10109 CONIFEROUS 26"
OUT:9N4.95(m) \
Ic I b•�'L` \ LEE CONTINUE$IIORIII 10102 CONIFEROUS 26"
I `^ TO LOCATE 30110 CONIFEROUS 31"
J/7S�MA9.E , 10134 CONIFEROUS 34'DEAD 20'STiIAM
1.11
TIE WALL 10133 CONIFEROUS 37-DEAD 20 STUMP
10135 CONIFEROUS 6"
10107 CONIFEROUS T
CONCRETE WALL-..
ORDINARY HIGH WATER \ \O 10146 =\\ \\ \\ \\—
\ GEOTECH HAND AUGER
HA-2
GEOTECH HAND NIGER
Zzz- \ �� \\ \\\-�\\ HA-3 \
EX STM GLA �\ _\_—_----- `= \
OUT:97&81(8•) \\` \� l _ _ \ \ >1 10019 \
_ X107= \=\� ` \ ` —�\\\ 01D1 39 1 y�GEO ECH HAAro AucER \` t
\ -960_-` ,\ I 11 �1 CONCRETE WAIS
,D ,0103_�,oHo ______________`_:*Q
7� � 1 10020 �
---�-----f 7\
10108 —— _ 10124 ICI34 / EX STM CUL
/
---\ ` O _ � ION OUT:981.83(42-) \ ! \
\ re�rll 990 _0 J/ / 17• \ I
10102 \\ 101
_992 ------`� /l � �+�► \ � ! �
IP
UME GaMJEs$0081
UIWLE 10 LOCATEEX SAN c0
— '��RIM[LEVI. 995.69 t� \
// \ EX STM MH
1 lT— — �' "6 \ RN ELEV: 1000.06
1002IN 990
NOTES
I. UTIUDES SHOWN ARE BASED ON UNDERGROUND UTIUTY LOCATEMARKINGS AS PROVIDED BY OTHERS,PROVED PER UTLITY
LOCATE TICKET NUMBER 16169749.THE SURVEYOR MAKES NO
GUARANTEE THAT THE UNDERO WND LOCATES REPRESENT THE APPROUINIAIE NRIIIIG FAME(TVP) f \ EX STM C8(OIL TRAP)
ONLY UTILITIES N THE AREA CONTRACTORS ARE BEGINNING \ �RODUT(LEV: 399.64
FOR VETIFYING ALL EMsnrK;CONDITIONS PRIOR To BEGINNING � 10012
CONSTRUCTION.
SUMP 996.49
1
p 2 FED WORK WAS CONDUCTED JULY 15 a 2&2016. I
F 3. VERTICAL DATUM:ELEVATIONS ARE BASED ON ASSUMED I '
1 ELEVATIONS LJ '
4. THIS MAP DWS NOT CONSTITUTE A PROPERTY BOUNDARY SURVEY.
5. SURVEY IS ONLY VALET NTH SURVEYOR'S STAMP AND SIGNATURE.
91 6. BUILDING FOOTPRINTS ARE MEASURED TO SIDING UNLESS NOTED I�
�r OTHERWISE.CONTACT SURVEYOR WITH OUESTIONS REGARDING I
10 BUILDING TES SCALE 1" - 10 FEE[
7. CONTOUR INTERVAL IS I FOOT.
10 0 4 6 4 10
h & TREES MITH DIAMETER OF 6"AND GREATER ARE SHOWN.TREE
DIAMETERS WERE MEASURED UTILIZING A DIAMETER TAPE AT t
"E BREAST HEIGHT,TREE NFORMATION IS SUBJECT TO CHANGE UPON
a ARBORIST INSPECTION. 08 31/2016
x� 9. ORDINARY MCN WATER LINE SHOWN WAS DELINEATED BY AKS REGISTERED
i PROFESSIONAL Revisions and Addendums AKS ENGINEERING h FORESTRY,LLC SHEET
ENGINEERING a FORESTRY,LLC,ON JAY 27,2016 AND WAS 12965 SW HERMAN RD ITE ICO ENGINEERING ENGINEERING DVISION
LAND SURVEYOR Issued fon Date No. B
1g
PROFESSIONALLY SURVEYED BY AKS ON JULY 2&2016. ruALAnH.oR 91c62 PUBLIC WORKS DEPARTMENT Ct702
Issued for Const�uc6on O8 Ji 7016 JDS P: 503563615, S W 113TH AVENUE
10. GEOTECH TEST PITS SHOWN WERE SAMPLED BY SHANNON&
131zs s.w. I{4L1 RLw. 3
F: 503.563.6152
ML$(IN,INC.ON JULY 2&2016 AND WERE PROFESSIONALLYnG4RO, OREGON 97223 OF
aks- 9 cam VOICE:503-639-4171
kf SURVEYED BY ANS ON JULY 28, JANUMMGIO,1005 ENGINEERING-SURVEYING-NATURAL RESOURCES Fax: 50J-624wtvwnGaRO-oROv GOV Stormwater Outfall Temporary Repair 8
11. BASS OF BEARINGS WASHINGTON COUNTY SURVEY 23060. �6RT,2 RETTIG FORESTRY-PLANNING-LANDSCAPE ARCHITECTURE I FILE NO
REHR 121116 DESIGN:JDS DRAWN. ,.7)'� CHECK. JPC PROJ.N0: 5427 1 BID ON: EXISTING CONDITIONS PLAN
TA%LOT 200 1000 1000
TAX MAP 2S 115AB
\ I \
\ \ \\ \ GRADE
\ `_ -- FlMSIIE
EMSTI C Gi01R0 M;RF
990- 990 99D
9+05 \ O \\\ \ \ \\ 1111w PAD 'WOODSPRINC APARTMENTS '
(SE[Pw wo, 161CO SW 11JTH ATT_ 1 /
- -
TIGARD.OREGON �60'
\ NSTA STRAW wAT1tES PER \ \ T \ \\ s
\ CWS DRAWING NO.NO \ \ \
--__— •\\ \ i _ \ \ \ \ \
ILIA
980- 980
- - - 3-FT MN '
9z� \—\ t1iCXNES$
CUSS 200 RPRAP OVER
FILTER ROCK - - .
1 \ W PROFW
in 970- -10 0 10 20970
NEW CULVERT \ 1 V
I U SECTION 3
n0' o
(LINE WIDTH REPRESENTS \ Q HORZ:1'=10'
978` ( � 1 INNER PIPE WA) 1 F VERT: I"=10'
\ 1 INSTALL LAWN SEED MIX WHEN / ) Q
— —� _J T STAGING AREA IS REMOVED
1000 - - _IOW
ORDNARY4KH-WA1�R -986--- 0 '0 Ix
_— MARK,OHWM(TYW)
990- W
90- - SURF990
990- 2 J �� /� \\ 1.51 DH'AM__- I
—— —992--__ STAGING,EOU01DTT
J _ MAINTENANCE.FIMM I `, )-6.0'"{
———_cmmm SROM DRAM YIUTY rim
SNESS
WAV N DISIMG lOGI110w
PORTA-PO40 3" 980- - - 9lq
EXISTING CULVERT -
\ (LINE WIDTH REPRESENTS i CLASS. OVER
RPRM
-996- ————-� —— _ \ INNER PIPE WALL) '�` ,,,•` -7j+ L \ SCALE 1' = 10 FEET FLIER R PRCflQ
I .�rli SIDES
\b - 970 _i0 - 0 10 20970
to 0 A W 8 10 SECTION 2
EX STM MH HORZ: 1'=10'
I Y STA 11+41.37 VERT: =10'
INSTALL LAWN SEED MIX OVER A J \
MEAS DISTURBED BY CONSTRUCTION
11#50 1000
DUSTING GROUND SURFACE
1005 990 -990
-- - EASNEG STORY M4 HOE ,
(PER NIS TLP0171AgwC$LIMEY) 1 1-FT MIN
THICKNESS
EXISTING GROUND SURFACE )..5.s...� -980
1000 -- (PER AKS TOPOGRAPHIC SURVEY) — — FNSED GRADE
f
MSTA COMPACTED i �' / I � CUSS 2W RIPRAP
3/4'-0 CRUSHED
AM BACKFILL BELOW / / L, / I 970-- _10 0 10 -970
RPRAP LAYER —
ORDINARY HIGH WATER MARK(CHWY) STA 10+01 — — — I I
SECTION
TO 10+15 — — — — — —
— — — EXISTING STORY WLVERT PROFILE I — -_ HORZ: t•=10'
--�_ —_ (PER AKS TOPOGRAPHIC SURVEY) -_.-_._.—
F� — � VERT: I•=10'
GENERAL NOTES:
L- CMP ALUMINIZED STEEL 16 GAUGE,2-1/3'.1/2',STORY WIFA EXTENSION. •}'�WINES l I I CONTRACTOR SHA VERIFY PPE MATERIAL TWE,AND SIZE PRIOR TO THE
L=45A ILF.PE PATCH E MATCH
SLOPE. 119OOIESS I I — START O CONSTRUCTION PIPE END TO MATCH EMBANKMENT. � _ � � I I _ � � '
990 ---- O,ENAY CUT AND REMOVE EXISTING PIPE TO STA 10+15. - / -. _ -.- _. 2. PRIOR
TO THE START OF CONSTRUCTION,CONTRACTOR COORDINATAND SENSITIVE AREAS 94ALL HE CLEARLY MARKED IN THE E NTH
-- L.141.3T S`j - WEA1hND BIOLOGIST.
COKCT OUTFALL GASKEEXTENT)
PERION O EXISTING PIPE NTH'TYPE A'ALUMINIZED D STEEL I _ 1 CONTRACTOR SHALL IN4ff IMPACTS i0 EXISTING WETLANDS AND STM9TIVE
COUPLING(H1H GASKEn PER ODOT DETAIL RD325. INSTALL COUPLING PER _
MANUFACTURER'S RECLLMENOA/K7NS. 3-FT YN AREAS TO THE BEST EXTENT POSSIBLE WHEN PERFORMING THE WORK.NOTIFY
1.SH:1Yr THICKNESS EXISTNG YANHCLE THE CITY AND EHGNEI:R PRIOR TO ANY DISTURBANCE OF PROTECTED MEAS.
I — — STA 11 . EXISTING STORM DRAINR14 PERFORM ALL 94APM OF 11E"MADE TO THE ELEVA1K716,U1ES,AND
GLADES AS SHOWN. PE•TRIM,AND MSN SLOPES TO CONFORM NTH THE
EL 981.15
_ -_- STA.,9+80.79 STA:9x90 - --.- - - IE IN: 99 E OUT,9990.0.(42'5)69(42'41) LINES $NAGRADES•AND CROSS SECTIONS AS SHOWN.
.00 _ — � ��,
EL-981.24
5, PLACE FARRAR AND FILTER BLANKET AS 9gNN ON THE PLAN,PROLE AND
STA:9+72.79 STA:9+17.78 CROSS SECTIONS.EXCAVATION AND PLACEMENT OF RPRAP MAY REGIIRE THE
EL 979.64 EL 979.64 5=0.010 FT/FT f USE OF RANO TOOLS.
STA9. E 9679&.88 REMOVE AND REPLACE 6.19 STONE R903S ROCK SNA BE PIAS TMMAxWA2E CONTACT BETWEEN
ON
EIOSTINC CMP TO STA 10+15PLACE TS SEGREGATION
It AND"FACES SUCH THAT THE MATERIAL TONS AN INTERLOCKING LATDL
STA: 9+64.83
EXISDNC SWKE PROFILE 2Tt1 REDUCE IIT NM MND LOOS MAY BE REOUWED 411 FILL NODS NUN FINES AID
EL: 978.19 Rfl10YK/Tal VOLUME CALIDII-ATX7NS
p (PER AKs TOPOGRAPHIC SURVEY) REDUCE SUBSURFACE 8011.
? EEiow ORDINARY RICH WATER Yum: EXISTING STORM DRAIN
I-FT REMOVAL D.7 CY HORZ: 1•=10' 7. WASH IN FILTER BLANKET TO SEK ROCK PROTECTION AND PREVENT
— — — — — 0001 CLASS 200 FILL,23.9 CY VERT: 1'=4' SAISURFACE FLOW CONTINUIE TO WASH IN PINES UNTIL CH44MI 80 AND DOES NOT IMMEDIATELY INFILTRATE TOATHE SATISFACTION OF
TER PONDS ON
THE ENGINEER.
a$ 975 IL - RPRM PAD
6"THICK LAYER OF 4'-0 CRUSHED S.
ROCK FILTER BLANKET(ALL SIDES) I B DO NOT ALLOW FINES TO BUILD UP OF ROCK WILL REST UPON FINES. THAT ANY OF THE SUBSEOE/IT LIFTS
i�.
°A NON-WOVEN GEOTEXTILE BETWEEN 9. LAWN SEED MIX SHA BE INSTALLED AS A PERMANENT APPLICATION AS
W SUN;RAOE AND ROCK(A AREAS).INSTALL DIRECTED UNDER SECTION OF 01030 OF 111E ODOT STANDARD SPECIFICATIONS
a BG FABRICS 2ROCK(ACIR APPROVED EQUAL I LAWN SEED MIX SHALL BE INSTALLED BY HYDROSIDNG PER SUB-SECTION
<a 970 - --- EQ l _ OID30.48(u).LAWN SEED MIX SHALL N SUIMNM PROSPORTS MIXTURE AND
H 8 X APPLIED A RATE OF 10 LBS PER 1,000 SO FT(OR APPROVED EQUAL)+
iRevisions and Addendums PXS DOCERING 3 FORESTRY,LLC ENGINEERING DVISION SHEET
3 �5�
GINe 7 Oestri tion Date No. B �5 SW HERMAN RD S E 1x�!§SOVIOCE,
PUBLIC WORKS DEPARTMENT C100
R TUKATIN,OR 97062
3 slued for Construction 08 37 2076 JOS : 503.563.6,5, 1J 125 s.w ALL acvD. S W 113TH AVENUE 4
503.563.6152 TIGARD. OREGON 97223 OF
ENGINEERING SURVEYING NATURAL RESOURCESFAX:
SOJ-6J9-4171 Stormwater Outfall Temporary Repair e
a? WW 503-624-0752
9 a CHR 11-N FORESTRY•PLANNING•LANDSCAPE ARCHITECTURExivw nc.ARD-oR cov FILE NO
IrcNnK wWX:Nz/it/t1DESIGN:JOS DRAWN:JDS CHECK JP PROD.NO: 5427 BID ON: SITE PLAN
•G'—_\\\` `�--_\ \ \ ANTICIPATED TEMPORARY CONSTRUCTION ACCESS:CONTRACTOR TO
' — \\\` \ \ nl PUCE 6'DEPTH OF BARK CHIPS,CRUSHED ROCK.OR OTHER MATERIAL
ANCHOR POSITS SHOULD BE y J
MINIMUM 2'STEEL U CHANNEL ^_� \\ \\_—-L \ \ \ } AS APPROVED BY ME PROECT ARBORIST TO PROTECT ROOT ZONES
OR 2 1/2'DIA TUBING OR 8'O.C.MAX HIGHLY VISIBLE TOPS FLAGGING _ _ \\\\\\_`f�`\ \\\\\ \ AND PREVENT SOIL COMPACTION IF THIS AREA IS USED FOR EOUIPYENT
4'x4'TIMBER.8'IN LENGTH ANCHOR POSrS \ \\ �� \ \ \ ACCESS.CONTRACTOR SHALL REMOVE ACCESS AND INSTALL U1M1 SEED
\ MIX WHEN WORT(IS COMPLETE.
2'SQUARE,9 GAUGE
SCALE 1" = IO FEET
GALVANIZED WIRE MESH
ANCHORPOSTS MUST BE Tall9
\\\\�\ \\ \\�—\\p \_ \ \ \ \ \ / "\\
INSTALLED IS A DEPTH OF \\ �'
NO LESS THAN 1/3 THE
TOTAL IEIGIHr of POSTNOTE
I. METAL FENCE FOR TREE PROTECTION DEVICE.ONLY. — ————
2. BOUNDARIES OF PROTECTION AREA WILL BE ESTABLISHED IN
THE FEND BY THE ARBORIST PRIOR TO CONSTRUCTION. Im
_ Taloa =- ) \ \ \ \ \ O STRAW WATTLES.SEE 1 4
I BOUNDARIES OF PROTECTION AREA SHOULD BE STAKED AND _ -- �` — __ __ _ /\\//\\//\\//\\/\\/ \ 1W20 ITE PLAN(TW). r /
FLAGGED BY THE ARBORIST PRIOR TO INSTALLING DEVICES.
4. AVOID DAMAGE f0 CRITICAL ROOT ZONE. DO NOT DAMAGE ———— �[c(rp•p�.�
OR SEVER LARGE ROOTS WHEN INSTALLING POSTS — _ 101 a 1x24
— / \ \
5. DEVICE SHOULD BE MAINTAINED THROUGHOUT CONSTRUCTION. ———— _ _ I
6. REMOVE FENCE 0 EN CONSTRUCTION IS COMPLETE. —990 _
METAL TREE PROTECTION FENCE
Detailed Tree inventory forSw 113th Ave Outfall Repair 1995
A164ah N.5427
DBII Tree Specks Ile Ith Struemre Ilesw Fre /\
TraM (L.) (kmtmn N.—(S--fi,ramal C'orrusenb Nasirrg• wane•• R—al".
10012 17 BeIeafMapk(A.rrmx-ruphrlhm) I I Peserve
10019 19 Mapk(A,—p 1 I Prasrn'e ' 1 \ 10001 --.- ~
10020 9 Bglcaf Mapk(A,ernacn,phal/um) 1 I Preserve \ \
1)021 15 UlgkafMaple(A,e—s—,phN1..) 1 I Preserve \ IN LAWN SEED MIX OVER ALL 1 \ \
IWWT 14 MapkUarr.y,.) I I Pesrne TREE REMOVAL NOTE: ` \\ AREAS DISTURBED BY CONSTRUCTION
10102 29 Tbugka-lir(/'—/ .ug.men_iesli) I I Pmaer.-e ROOT WADS OF ALL TREES TO BE REMOVED SHALL
10103 16 Doull -flr(P.seedonvga 1 I Pre— REMAIN IN PLACE.TREES TO BE REMOVED SHALL BE ` \
LOWS 12 D.Iti -fr(PsrvJo—p--hesli) S9pp—n d:Spare fuloge.Canopy onesided(wsst) 2 2 Preserve CUT WITHIN 3 FEET OF GROUND ENFACE. I�
RHOS U DoagksA(l'.aadrnsaga nrrn:iesu) 1 1 Preserve I I
10106 26 Derugf -6r(PaeeJarag.--i-H) I I Penrne TREE PROTECTION NOTES: 1=2QI
11107 7 Dougks-fr(P—dor.mhrrca
go-- ur) I I Prne f.
Iola II D-81—fir(P—,dw.g.mrrr--;eaii) Sapp—d.Fp.. ae bnnch.lg 2 1 fares rne I A NO CHANGES SHALL BE MADE TO ANY ASPECT OF THE APPROVED TREE F. THE GRADE SHALL NOT BE ELEVATED OR REDUCED WITHIN THE TREE
10109 26 Dougi -fir(Nesok—ga--..Oil 1 I Prcaen-e PRESERVATION AND REMOVAL PLAN AND TABLE WITHOUT WRITTEN CONSENT PROTECTION ZONE WITHOUT THE PROJECT ARBORIST•S AUTHORIZATION.THE
10110 31 0-gka-GU.—Joaegn asrnaeaii) 1 I Presrne FROM THE PROJECT ARBORIST. PROJECT ARBORIST MAY ALLOW COVERAGE OF LIP TO ONE HALF OF THE
foul 14 eLamy(Pmrna,,p l I I Pre— AREA OF THE TREE'S ROOT ZONE WTH LIGHT SOILS(NO CLAY)TO THE
B. TREE PROTECTION SHALL BE INSTALLED PRIOR TO ANY GROUND DISTURBANCE MINIMUM DEPTH NECESSARY TO CARRY OUT GRADING OR LANDSCAPING
10122 19 Bgkd'Mapk(Acer nervruphvlla.) Bulges on sting Cavtia;Decay 2 2 Preserve WORK. PUNS,IF IT WILL NOT IMPERIL THE SURVIVAL OF THE TREE.AERATION
lot23 12 (Items(Prune,V'.)- I 1 P— DEVICES MAY BE REQUIRED TO ENSURE THE TREES SURVIVAL LEGEND
10124 9 (Len,IPnma..,p.I I I Preserve C. NO PERSON WAY CONDUCT ANY ACTIVITY WITHIN THE PROTECTED AREA OF
IOt33 ]7 DougMs-6rfPaeaJasaagu men--�rur) Soag(-:o tall .3 3 Rempve ANY TREE DESIGNATED TO REMAIN,INCLUDING,BUT NOT LIMITED TO,PARKING G, IF THE GRADE ADJACENT TO A PRESERVED TREE IS RASED SUCH THAT IT
EOIAPMENT,PLACING SOLVENTS,STORING BUILDING MATERIAL AND SOIL COULD SLOUGH OR ERODE INTO THE TREE PROTECTION ZONE,IT SHALL BE EXISTING GROIM CONTOUR IT FT)
10134 N Dou84-fr(1',eado1srgmwr.leso) Snag l-20rI1 3 3 Rrmove DEPOSITS,DUMPING CONCRETE WASHOUT AND LOCATING BURN HOLES PERMANENTLY STABILIZED TO PREVENT SUFFOCATION OF THE ROOTS.
10135 6 (Lem(Prangs T) Spare Wq' 2 1 Remove EXISTING CROTID CONTOUR(S FI) ——980
10139 6 BgleafMapk Ueer—Phyl/e.) I I Remase D. ATTACHMENTS i0 TREES DU6NG CONSTRUCTION-NO PERSON SHALL H. AN IMPERVIOUS SURFACE SHALL NOT BE INSTALLED WITHIN THE TREE FINISHED GRADE CONTOUR(1 FT)
10139 9 BglgfMapk GHeer rarreruphy!lr.l I I ge®ve ATTACH ANY OBJECT TO ANY TREE DESIGNATED FOR PRESERVATICK PROTECTION ZONE OF ANY TREE TO BE PRESERVED WITHOUT THE
101p 9 BgWFMapk LHn•r ran n,phyllu.l I 1 INesrne E. PRIOR TO ANY GROUND DISTURBANCE,TIE CONTRACTOR: AUTHORIZATION OF THE PROJECT ARBORIST.THE PROJECT ARBORIST MAY FIN194ED GRADE CONTOUR(5 FT) 960
REWIRE SPECIFIC CONSTRUCTION METHODS AND/OR USE OF AERATION
TaWwdmladeg Troes YwwIN-24 1. SHALL ERECT AND MAINTAIN READILY VISIBLE TREE PROTECTION FENCING DEVICES TO ENSURE THE TREE'S SURVIVAL AND TO MINIMIZE THE POTENTIAL EXISTING CONIFEROUS TREE
Tornleo/Baisting 7reestobe Pmarmd 19 ALONC THE OUTER EDGE AND COMPLETELY 50ROUNDING THE FOR ROOT INDUCED DAMAGE TO THE IMPERVIOUS SURFACE.
T ml r ofP ow,rrg Jmea m he Ne.,ryed-5 PROTECTED AREA OF ALL PROTECTED TREES OR GROUPS OF TREES AS EXISTING DECIDUOUS TREE O
SKINH L TO THE GREATEST EXTENT PRACTICAL,UTILITY TRENCHES SHALL BE LOCATED
•lcaIN Ranee: PROJECT ARBORIST OUTSIDE OF T14E AY REQUIRE THPROTECTION AT URITESS BE OF TREES TTU TUNNELED UNDER THEO BE PRESERVED. TREE REMOVAL x
2. MAY BE REQUIRED TO COVER NTN MULCH TO A DEPTH OF AT LEAST ROOTS OF TREES TO BE PRESERVED E THE PROJECT ARBORIST DETERMINES-(:md HkaYh-A(rte shat eMlibu typed f 6ge.hah and mot chanctenasics,torn eapecUve species,shows no sgns nrnftinn are nfesrtoq and has a hgh kvelnfvgor and vnMy SIX(6)INCHES OR WITH PLYWOOD OR SMILAR MATERIAL,OVER THE TREE PROIECTIOI FENCE �vwvwwvwv.
2- THAT TRENCHING WOULD SIGNIFICANTLY REDUCE THE CHANCES OF THE TREES
ha.Health-A once that eJhbks sorra ab—al heakh chaneterslics mtdlor shown save sgns of nftion ornkstaim.bul troy be rtvrned orabh enW
amd w. suppicu 'matnen, ROOT ZONE OF A TREE IN ORDER TO PROTECT ROOTS FROM DAMAGE
Poor ikakh-A(rte that n m signi(um decline,to the anent that suppkventel Treat—wouM IiF rtm not esuY mvrnng or abaing.s dakre.
CAUSED BY HEAVY EQUIPMENT. SURNYAL
3. SHALL PROHIBIT EXCAVATION OR COMPACTING OF EARTH OR OTHER J DIRECTIONAL FELUNG OF TREES SHALL BE USED TO AVOID DAMAGE TO TREES
¢ •`Servm.re Radea: POTENTIALLY DAMAGING ACTIVITIES WITHIN THE TREE PROTECTION ZONE. DESIGNATED FOR PRESERVATION.
I-Cavod Shot--A(me,that cdtibas typral physical fo.,characterstcs,fords especloc spe—,Showa vo signs nhwcmnl detects of the canopy,trunk andior roots atom ROOT PROTECTION ZONE NOTES:
Ry' K. THE PROJECT ARBORIST MAY REWIRE ADDITIONAL TREE PRESERVATION
2=Fa.Stncturc-A treum,that he
using arb ncultu eharactntenta thodssome Signa ofstnsctunl d<kcn.wfiich educe the structural integrity otthe tree,but arc not ndicasnc 4. MAY(2 FEET DEE TO MINENC,, ROOT DAMAGE BY EXCAVATION OFA MEASURES WHICH ARE CONSISTENT NTH TREE CARE INDUSTRY STANDARDS ENCROACHMENT INTO THE ROOT PROTECTION ZONE MAY BE ALLOWED NTH PROJECT
9: ofmnrrent physical Endure,end nay he cotsectd using arboncuhunl abatement nethssds I TWO(2)FEET DEEP TRENCH,AT THE EDGE DU THE TREE PROTECTION ARBORIST APPROVAL AS DESCRIBED N THE FOLLOWING NOTES
is I ZONE,TO CLEANLY SEVER THE HOOTS OF TREES TO BE RETAINED. L AT THE COMPLETION OF CONSTRUCTION,ALL TREES SHOULD ONCE AGAIN BE
y� 3-Poor Slsaau;,--shateahib.s c—nely abvom.lphy—alf rein cb—ct—lic,androssgnd ns oru.utraldef,thnsubalauluwy md—theswaunlssbMay oNheuee,cannol 1 � I. EXCAVATION IN THE TOP 2A'�THE$OIL N THE CRITICAL ROOT ZONE AREA
6F, EnarLk be abated,and are indcatrve nfmm�ens physeal&J.. REVELED TO EVALUATE THEN CONDITION.LAID CLEARING AND REMOVAL U
SI 1 �� 5. MAY ER ED TREES TO HAVE CORRECTIVE PRINTING PERFORMED RY ADJACENT TREES CAN EXPOSE PREVIOUSLY UNSEEN DEFECTS AND OTHERWISE BULL BEGIN AT THE EXCAVATION UNE THAT IS CLOSEST TO THE TREE.
PRESERVED TREES N ORDER TO AVOID DAMAGE FROM MACHINERY OR HEALTHY TREES CAN BE DAMAGED DURING CONSTRUCTION. 2. THE EXCAVATION SHOULD BE DONE BY RANO/SHOVEL OR NTH A BACKHOE AND A
g$ Arbwisl Dtsclaaere Sdeaeec / n BUILDING ACTIVITY,AND MAY BE REQUIRED i0 MAINTAIN TREES
Arbotsts amstec Ess who use rhe.aducatiov,knawkd THROUGHOUT CONSTRUCTION PERIOD BY WATERING 40 FERTILIZING. MAN WITH A SHOVEL ALL
ROTS SHEARS,AND A PRUNING SAW.
spatia ge,Innng,and espenevcc ro exevec sacs,muormavd oeasum son amhanec the bcalth ufnas.and anrngl to educe the nskot �� M. STUMPS SHALL BE GROUND(OR LEFT IN PLACE)AS NECESSARY 50 AS 101 3. IF DONE BY HAND,ALL ROOTS 1"OR LARGER SIKKIID BY PRUNED AT THE
3 living aeartmes.The(tient and Jurndictnn nay choose to accept ordlsregatd the recoaatmdations ofthe arborist,or seek additional advice Arbosists eavnw dmen every coodlion the court TO CAUSE DAMAGE i0 THE ROOT ZONES OF ADJACENT TREES TO BE EXCAVATION LINE.
3 l 6. SHALL MAINTAIN THE TREE PROTECTION FENCING IN PLACE UNTIL THE
possibly ked la the stnctunl fdurc ofa tree.Trccs am M1vng argansms Ihn lade.ways we do not fully.underund.(-ondiions one aflrn hidden wsthin trees and bebw ground.Arbnriau cannot PRESERVED N S SUBJECT BEPARCEL OR ABUTTING PARCELS STUMPS NEAR
PROJECT ARBORIST AUTHORIZES.HDR RE110YAL. 4. E DONE WITH A BACKHOE(MOST LIKELY Y SCQNARIO),TIER THE OPERATOR SHALL
guarantee that a Me wJ be healthy or safe undc,11 c.cmml.nccs,or Ere spadkd period uRnr.likewise,mmednl teatnents,&e vedkse,cannot be guarrunced.Imes em ba•tmnaged.but NECESSARY
LINES SHALL ALSO BE GROUND(ORAN LEFT IN PUCE)AS
they came(be covonolkd.to live veartees s to accept some de f k.The on I larmate a1 risk associated wah tees s to elmmate all trees.Neither that author nor:1K5 BRUCE R. BALDWIN NECESSARY SO AS NOT TO CAUSE DISTURBANCE TO ADJACENT PARCELS START THE CUT AT THE EXCAVATION LINE AND CAREFULLY'FEEL'FOR
s� p gsao res bwry to mmnu[Vann. Iw-are 7. MOHALL ENSURE THAT NTHLANDSCAPINGO DONE IN THE TREE PROTECTION
O�"'r
•q Fngneernsg&Fvmslry.IAC have essurnd any maponsibihty f r kabdny essocnted wish the tray on ora}cent so Ihn site 'a"E '�'1" ZONE SUBSEQUENT TO THE REMOVAL
REMOVALLO THE BARRIERS SHALL BE ROOTS/RESISTANCE.WHEN THERE IS RESISTANCE,THE MAN NRH THE SHOVEL
I: ATE HND DGS AROUND THE ROOTS AND PRUNES ME ROOTS LARGER THAN 1'
ACCOMPLISHED WITH LIGHT MACHINERY OR HANG LABOR. USE PLANT ME
h At the cutryktion ufcunswctov,aI sines ahouM once agar be rcvkwed.Imd clearing end mv,val vfadpuns tines cav capon pm.nusly erten-n dekcr and athcrwise healthy vacs can be MATERIALS WTIi COMPATIBLE WRIER REQUIREMENTS TO TREE TO BE DIATER
dattaged dutng constnctnn. PRESERVED AND DIRECT SPRAY IRRIGATION AWAY FROM TRUNKS.
9 Revisions and Addendums AKS ENGINEERING h FORESTRY,LLC SHEET
g �5� 1 wfF Descri tion Date No. g 12965 SW HERMAN RD STE 1)0 ENGINEERING DIVISION
s 3 e'P TUALAPN.OR 97062 PUBLIC WORKS DEPARTMENT C101
g Issued for Construction Gt4 JI 10116 JDS ; 503.563.6151 `131`25 S.W. HALL BLVD. S W 113TH AVENUE 5
2 : 503.563.6152 rrARD, OREGON 97223 OF
= oks-enq.com YOKE 503-639-4171
F C S"r2`'� ENGINEERING,SURVEYING•NATURAL RESOURCES FAX: 503-624-0752 Stormwater Outfall Temporary Repair 6
' 6 WWW,71G4RD-OR.GOV FILE NO
a CHRISZV FORESTRY•PLANNING•LANDSCAPE HECK JPC TREE PRESERVATION & REMOVAL PLAN AND SITE RESTORATION PLAN
d
a[ncwu DATE:1I/31/17 DESIGN:JDS DRAWN:JDS CHECK: JPC PROJ.NO:5427 BID ON:
FORFURTHERINFORMATION As required In
ONDESIGN CRITERASEE Off typical sections
CHAPTER OFCIEANWATE0.
SERVICES EROSION PREVENTION Street Street Of COnstrUCtlOn
AND Sfq� StArea
AND sM,NOE MANI3AL I I/
pions
_ it T-cut see
SPACING FOR CHECK DAMS Surfacing �— :note 1
�J• a .;_ Topsoil or as
-WOOD STAKE DITCH GRADE directed Base Material
`PLACE WATTLES ALONG SLOPE CONTOURS. 61NCH 12 INCH 18 INCH
=
E'HCf7LE '�. 6% NOT ALLOWED 16 FT O.C- 26 FT O C.
uutC
5% NOT ALLOWED 20 FT 30 FT �2 O x E o
4% NOT ALLOWED 26 FT 40 FT o; .o
\ U O
3% 15 FT 33 FT 50 FT = n
RICE,COCONUT OR EKCEL5100. Is
WATTLES - 2% 25 FT 50 FT 60 FT o Y as E
onEo
v
sTAncxRt c:m r
as
JOINTS l� ME
O 4 p O SI O b d
777"' p N I L CIO
O a 2 t5
� �t�H (V a. .0 H
1, BARRIER SPACING FOR GENERAL APPLICATION a�°� " a
�a'D aAL,r10 a'ac 6' Min bedding
/ INSTALL PARALLEL ALONG CONTOURS AS FOLLOWS below outside of 6" 6 �1
F�La_w r3nn rLpr
%SLOPE SLOPE MAXIMUM SPACING ON SLOPE pipe bell 3/4" - 0" MIN MIN
10%OR FLATTER 10:1 OR FLATTER 300 FT crushed aggregate
>10%OR 05% >10:1 OR<7.5:1 150 FT
�-
>15%OR<20% >7.5:1 OR 6:1 100 FT 2' Min Trench T pT Ly ABUT ADJACENT WATTLES.
>20%OR t301% >5:1 OR<3.5:1 50 FT foundotion
___ stabilization
>30%OR<50% >3.5:1 OR<2:1 25 FT if required
PLAN VIEW
NOTE:
NOTES: FOR FURTHER INFORMATION 1. V T-WT FOR PIPE ONLY PROJECTS.
,. StAK&eG SPEeeTGTKINS: ON DESIGN CRITERIA SEE
o.1x2•woogrx nAtas CHAPTER 4 OF CLEAN WATER 2- JOINTS TO BE TACK AND SANDED.
e.AODIIpNK Swan-E atsTAt3m ON SERVICES EROSION PREVENTION 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION.
OOMNNIIL-E OF WATRES,ON ST®SLOPE .0 SEDIMENT CONTROL FOR AtcME INFORMATIIN3 REGARDING THESE CABLES SEE CHAPTER 4 TABLES 43 AND 4-a OF
OR[N I FACCORDANCE
CCORROW NOES. PLANNING AND DESIGN MANUAL. MEAN WATER SERVICES EROSION PRFVT NTION ANO SEOWENTCONTROLDESIGNMAN-
2. sRALMG,AGcdtOp OIL WITX pETAA 940.
rib SC LL£
WATTLES � a TRENCH
Cl.wat;' Services SPACING TABLES Clea.W4;' Services
DRAWING NO. BBO REVISED 12-DB the,eewuit•<.rir clear. 0ur cowma.<•I n d<rt JMWAae LT3 BACKFILL 80
DRAWING N0.940 RENSEp 12-06
TYPE A TYPE B TYPE D TYPE E
Watertight j,..t gaske, (For 6'-10'dl,ppesh \ (Fa I2'-30'du.ppeO
_�_{ 1 Watertight Joint gasket
Where regldrea
•d
;==M.6) Band w,d._ \ -� (xe general note 6J .
rKz•K%a-. qq
Hellcat pl Adllor watertight Us,lug
%'beth + -Second wgle conn.op[. I + u +
r aMmen,. COUPUNC BAND DIMPLE DETAIL
al„et..porwdd o< s.R d.W—42•eia. ^a
fillet h, a,crest W—Ightjpint gAske
or wrn,wNon u nee .Herr rwpl2e z-%'cArdage beth
d toe o,angle (sea general note 61 +Alb cur washers send-
CONNECTION ANGLE DETAIL END VIEW END VIEW m tM��,tole
/r\ aard 2 %'can age Dolu- HeINMN lard 4-&gets rM lugs l r "
YM Aptwrr .NEE! Mas Crw iuq min e o o a
asmerWon gA.T min.—h dkrpks
bob
MI I�� h Il
rtgd.to Fn the Mia argk.
Lw-1 less.
E ANNULAR CD1.111PLING HELICAL COUPLINGI a °
TOP VIEW 1Yaw4al TR4aYYl4 I
�•� Ila04 t 3.Ya'trdu
2e•a%• a ;3'.1•cwnr�.tfon. M M wr ;OSI
ft26
•F 44 NN 1k Rpe
Eq a : 4& 14 N a ega4 %UE" t to 1-1 tIn it N F 366& N 4n°
t1a• 12 a IOM m M
t4M N N S " lLlgO %
4 CFNFIIAL NOTES FOR ALL DETALS: IOM
a 1. AM st••1 c P111"Fatty and c°nnec0on hardwr•shall be Wh•nu•d 0r alumltnrm=ths. 9 be To used,lith l full wldM N.n unlike rMAls art connected,the conrtcFlrg oaM shall
neoprene gasket a comet NO Asphalt or ISDN,-Wig material
4. LwWklg baMa 1°r mtrstpfad Iran rid stn)Apes may be two num -NN.IgMr than[last uue For the ppe but not more roan as approM try the engineer.
0.109'mm.MkR nor lass.tail 0.052'MM.thkn CwpI g bends ft—vgatesd aluminum pipe shelf be d the same chlckess as that used for the pers. 10.See std.Digs.M330 A RD332 Fr pipe slop•&,chon,,iwn r ,irtd,
€8 3. type F cou0lkg banes sham rot pipes I s't0 72"In dlemeter m typical[p arca ppAs of equal petlpheral meAsurmmn[.
4. Gaskau for m•Tyq F wuplin band shall b•'O'rings conforming to ASTM C4a3 eM a mastic sealant strip ya I'4',sd•
In s-n D%'&NT2)r 8'(1 3%•bnag)r 9' 4%•t,,4 that I,placed 1,NIP between bands. __tF6�__ ..ahN �� 21 JUL 201 S
B •Daring gask—hall WINjmsh.dl4 nayamf 13%'b",j-di%•mho.die.(I4%bergs).
s. Ureter wMltlons whm caRmt•Plw mar M used u an acceptable ehemm,tM mmlmpm wld,n Fpppl,hs;berg-a-ed Fa m.band type, rhe aeANrron arrd we olNa OREGON STANDARD DRAWINGS
4€4� cortugauon and pipe d-st .barn may b•used. 5-d-d Oratgrq NWik de-
Ft 6. wed-,ht p--h gasket am mgurred for imgatlon pipes.storm severs,eM he,inshlWlens when ih-pn the pons. '10n M--la-w1M
t4 Gukeu for AI,ZRi,g bands shat bs(beet-Themed pr eukan-M synthetic,dwad-cell epwg•rumr%' ge,re'+/ry arreprnd eVi-- COUPLING BANDS
S� Mick a a width a w DAN band wdtn and cemrinq on the Jotnt.For pipes I2•a less N dlametr,the gasket thlckrless may be 31 j. ing prnclp✓es ane piece[&, FOR CORRUGATED METAL PIPE
A 7. Io.nn for sanhen sewers aria oph-w•m be teased fa water tghmess In,[wide.with the Standard Spedflrstim, (AeA—.M sAouAd Trot be
z01s
` Us E. One o,two vice wwmg tests,m opektw W pPs dlrnetar.up m and mdpalrg 42•. use.l•Wnpw ronslNNrg a
C-1.9 birds of two or more Is—are re4aimd Its,Or,e diameters user 42•. Ragistemd Rv/essipsal En- - -__
cy! g/near.
Effective Deb:Deceanb iI 201B-May 31.2017 RD325
en Revisions and Addendums AKS ENGINEERING k FORESTRY,LLC SHEET
�<,cEpp [2965 SW HERMAN eD s E tJ0 ENGINEERING DVISION
X51 T NEF
Description Date No. B PUBLIC WORKS DEPARTMENT C 102
&$ TUALA3.5 DR 97D62 S W 113TH AVENUE
.� Issued /or Construction 08 J7 20]6 ,lOS P' 503.563.6151 �
qq TICAR S.W. HALL BLVD. 6
F: 503.563.6152 �� TIG4RO, OREGON 97723 OF
Z Oks-mq.com VOICE-503-6J9-1171
It.t�2yW FAX: 503-624-0752 6
ENGINEERINGSURVEYING•NATURALRESOURCES Stormwater Outfall Temporary Repair
P CHR ISt�P 1 WWW.IIG4R0-OR.f.OV
8= FORESTRY•PLANNING•LANDSCAPE ARCHITECTURE DETAILS FILE NO
[[ENEMA&DATE:,2/3T/n DESIGN J_,S DRAWN. JD S CHECK JrC PROJ.NO: 5427 BID ON: