PFI2016-00199 _ CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT
COMMUNITY DEVELOPMENT Permit#: PF12016-00199
13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 09/08/2016
Parcel: SEG3349
Jurisdiction: Tigard
Site address:
Subdivision: Lot:
Project: Greenfield and Ridgefield WQ Facility Repair
Project Description: Water quality repair project for the Greenfield Drive facility(CIP 94025) located on Greenfield Drive
between Willow Point and Da Vinci Lane and for the Ridgefield Lane Facility(CIP 94034)located at the
end of Ridgefield Lane,west of Greenfield Drive. SEG 3349/1599
Owner: FEES
Description Date Amount
PHONE:
Contractor:
BRAUN CONSTRUCTION& DESIGN LLC
24805 SW GAGE RD
WILSONVILLE, OR 97070
PHONE: 503-638-6406
FAX:
Applicant:
ANDREW NEWBURY
13125 SW HALL BLVD
TIGARD, OR 97223
PHONE: 503-718-2472
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 PF12016-00199
Type: Condition Name: Status: Severity:
PFI—Utilities 01 -WORK SITE REQUIREMENTS Applied Notice
Applicant must comply with all applicable provisions of federal and state law, the Tigard Municipal Code, and the terms of
any agreement with the City of Tigard regarding work to be done pursuant to this permit.
PFI—Utilities 02-WORK SITE AREA Applied Notice
The work area and approach roads shall be maintained in a clean condition, free from obstructions and hazards. The
spreading of mud or debris or storage of materials or equipment of any kind upon any public roadway is strictly prohibited
and violation shall be cause for immediate cancellation of the permit. The City may at any time order immediate clean-up
and suspension of work to accomplish clean-up.
PFI_Utilities 03-WORK SITE EROSION CONTROL Applied Notice
Prior to starting work, effective and approved erosion control devices must be installed and maintained meeting the Clean
Water Services and DEQ requirements. The City may at any time order corrective action and suspension of work to
accomplish effective erosion control.
PFI_Utilities 04-WORK SITE REPAIRS Applied Notice
Disturbed landscaped areas shall be restored or replaced. Existing signs, pavement markings, mailboxes, etc. shall be
reinstalled or replaced,with like kind of material. Obtain City approval of restoration work.
PFI_Utilities 05-TRAFFIC CONTROL SPECIFICATIONS Applied Notice
Applicant shall provide traffic control according to the current edition of the"Manual on Uniform Traffic Control Devices
[MUTCD]for Streets and Highways", U.S. Dept. of Transportation, FHWA, current edition,American Traffic Safety Services
Association [ATSSA], and Oregon Temporary Traffic Control Handbook[OTTCH].
PFI_Utilities 06-TRAFFIC CONTROL PLAN Applied Notice
Submit a job specific traffic control plan. A copy of the approved traffic control plan shall be readily available at the work
area. Traffic control devices,flag persons, etc., shall be in place prior to initiation of construction work and shall be
effectively maintained.
PFI_Utilities 07-TRAFFIC CONTROL ROAD CLOSURE Applied Notice
Public roadway shall not be closed to traffic, at any time,without obtaining written approval from the City Engineer. The
applicant is responsible to provide 48 hour advance notice of traffic flow disruptions to affected businesses, residents and
area wide Emergency Services: 503-629-0111 (Tigard Police Dept.,Tualatin Fire& Rescue)and to 503-962-8140(Tri-Met)
and 503-431-2345(Tigard School District)and other service providers impacted by such closure.
PFI_Utilities 08-TRAFFIC CONTROL 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.
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.
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
RECEIVED
City Of Tigard SEP 08 2016
PUBLIC WORKS —ENGINEERING CITY OF TIGARD
Public Facility Improvement (PFI EERING
DESCRIPTION OF WORK(in the right-of-way) TYPE OF WORK
Check one: U Utility Connection/LJQ FcAt.1. JV-A .' E] TYPE 1—Franchise Utility Work
❑ Sidewalk/driveway approach Work performed by NWN,PGE
❑ Street improvements and/or utility agency.
Detailed description: w,'k c e QuOd 'Y fa c., I-4 I e,12e, ® 'TYPE 2—Sidewalk/Driveway/Sewer
foy 4Y1ctOZS) Work performed for the purpose of:
(2 d J c.4 ,.1��, L•✓i {ac.; l y ( G l(% `I y b=��) • Sidewalk installation or repair.
• Driveway approach installation
Property address/location(s): GVee-rF';1jcl faL J'4v - Gocer,4.eid p,, and/or repair
• Sanitary sewer lateral installation
bc-lwccr► liv;llo�� Po, Gn a„ pQ U+'n�; L R'd e•�'c -Fay ! -�.��I
and/or main line tap
olt Q+
C, e, LLQ vic';4 04 6vaihC;C,A Dv. 3
❑ TYPE 3—Full scale Development
Applicant: G'�y ok 1 14;�1✓�'1 Work performed with Land use
1'�l 2� u' I i g �� approval which includes any of
Address:
the following:
City/state: ,,Ao.1A of Zip: (1-)��3 • Subdivisions or Partitions
Phone:4,0:�- 1 7 Z• Email: (t vJ r,-,A(?-t;+;0 o 1', �01 • Street widening
Contact name: Ao LeLJ Oe, Phone: `cam' 11g,-Z`{_7Z • Mainline installation for Sanitary
sewer,Storm sewer,Tigard water
Contractor: B/Aun Gi; 'S�vtJi.�+o'.q L 0e 5,,,h LL(. and/or Tigard Water Service Area
CCB#: 1 b 7 q 3 L Expiration: lZ(,1 17 SUBMIT COMPLETED APPLICATION TO:
Address: Z4$O> ;t-J C>a c, Q.A. City of Tigard
City/state: W'kc.w'HfG , OC Zip: 9-70"1 G Planning/Engineering
Phone: 5,C"L L8' b`to' Email: 13125 SW Hall Blvd.
Tigard,OR 97223
Contact name: -e- g✓°' '' Phone: '�,0 3-"?a'3"`4 5g0 Applications for"minor work in right-of-way"
only may be emailed to:
Engineer: Snvhe- (As aePl'rctN� row rmi tigard-or.gov
Address:
City/state: Zip: FOR STAFF USE ONLY
p�
Phone: Email: Case No.: �iW1V_CV M
Contact name: Application submittal fee: _
Additional fees:
Estimated value of work is required(if over$5,000):$ -7 {O O[) Application accepted:
(within the public right-of-way) By:_631= Date:Olt I ALe
Application reviewed:
Is work related to a LAND-USE DECISION? ElYes N No
By: (.�S�• Date:
If so,please specify (MLP, SDR,SUB,etc.) case #:
Applicant notified:
Is work related to a BUILDING PERMIT? ❑ Yes ® No By: l t— Date:
If so,please specify(BUILDING PERMIT)Case#: I:\CURPLN\Masters\Land Use Applications Rev.07/09/2015
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.
*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.
BY SIGNING BELOW,THE APPLICANT(S) SHALL CERTIFY THAT:
• The above request does not violate any deed restrictions that may be attached to or in os e 1 upon the subject propert,T.
• 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 the 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.
SIGNATURES of each owner of the subject property required.
Applicant/Authorized Agent's signature Print name Date
Owner's signature Print name Date
Owners 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
CITY OF TIG ARD A AYLOR5FIMY
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OREGONTH
It I- DAKOTA Is
PLANS FOR PROJECT s = `
ENFIELD DRIVE BAR HIS TREE
GRE � 3
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AND Q ITA R
WATER QUALITY FACILITY REPAIR
3 0
BEEF BEND RD. LY THAN =
TO BE SUPPLEMENTED BY THE CITY OF TIGARD DESIGN STANDARDS DATED JULY 15, 1998
Project Location*
VICINITY MAP
MY GENUM commo s Cfry MUM COMMONS
INDEX OF SHEETS
I. THE CONTRACTOR MUST COMPLY VAIN ALL APPLICABLE PROVISIONS OF FEDERAL AND 19. OREGON UW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NO. NAME TITLE
STATE LAW, THE TGARD MUNICIPAL CODE AND THE TERM$ OF ANY AGREEMENT wTnl NOTTFOAnON CENTER. SAO RULE ARE SET FORTH W OAR 952-00f-pO1D TFAPOfK�Yl
THE CRY OF Md RD REGARDING
WORK ro BE GONE PURSUANT ro MS PERMIT. n CAR 952-Wi-0080.COPIES OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY
CALLING 503-246-1967 IF YQU IAVE AIIY QUESnOM ABOUT THE RUT£$ CONTACT J C1O0 COVER SHEET
2 THE CITYS STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS 'IAFUA.ON UNIFORM THECONCENTER NOTE..
EXP ATE DIMEGE ro DnLmIS SMALL BE CORRECTED AT THE 2 C101 GENERAL NOTES & EROSION CONTROL
TRAFFIC CONTROL DEVICES FOR STREETS AND HIGIW.4YS' U.S. DEPT. OF � �
TRANSPORTATION.FHWA.CURRENT EDITION. z 20. CONTRACTOR MUST VERIFY ALL EXISTING UnUnES FOR BOTH VERTCAL ELEVATION DETAILS & NOTES
J TRAFFIC CONTROL SMALL BE PROVIDED FOR BY THE CONTRACTOR M ACCORDANCE M AND HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE mGNG/F
NiTH THE CITY'S STANDARD SPECIFICATIONS AND,ALSO, IN ACCORDANCE WITH A CITY 9 BE NECESSARY
SIT SM CONFLICTS ARISE AND REDESIGN OR RELOCAEXPENSE
HA FACTURES
(JOB SPECIFIC) APPROVED TRAFFIC CONTROL PLAN A COPY OF THE APPROVED BE N PROVED,Y SHALL BE DOVE AT THE CORK PERFO EXPENSE GRANGES MUST 3 C200 SWALE A PLAN & PROFILE
TRAFFIC CONTROL PUN SELL BE AVAILABLE AT THE WORK AREA. BE APPROVED BY THE CT'WN ADVANCE LIT MURK FKRF27RAIMME CONTRACTOR SMALL
4. Pueuc RDAow,Ar SMALL NOT BE aosm r0 TRAFFIC.AT ANY TIME wrrHour fAIINc � � COORDINATE THE WORK WITH AFFECTED DnuTr Ac£NCTes. 4 C201 SWALE 8 PLAN & PROFILE
FIRST OBTAINED Y SMALJ APPROVAL FROM THE CITY ENGINEER AN THE CONTRACTOR HA S 21. A TEMPORARY NWRO-SURFACE PATCH (can AIX AC. OR Nor MTX BASE PAmo) 5 CJ00 WATER OUALITY FACILITY PLANTING PLAN
DAYS WORK.
RESPONSBCE FOR PROVISION OF TIMELY NOTMICA110N OF TRAFFIC FLOW DISRUPTIONS H No TRENCH, ON SITE OR OFFBE PLACED ON SiTE SH.LL ROADWAYS WITHIN LEFT AT ANY TIME END OF EINHAN UN-SAFE
TO AREA WIDE EMERGENCY SERVICES(TIGAtD PNCE DEPT.. TIALATIN FIRE R RESCUE) Cs7
AND TO TRI-MET AND 77CARD SCHOOL DISTRICT AND OTHER SERVICE PROVIDERS �] CONDITIONCFR THE CONTRACTOR THE R RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR B 0401 DETAILSHEET
DAMAGE RESULTING FROM THE PROSECUTION�nff INbPK.
5. ADVANCE WARNING OF IMMINENT T/Amc DISRUPTION SHALL BE PROVIDED TO THE 7 0401 DETAIL SHEET
GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT 12. WORK PROVIDED FOR , ETC. THE PERMIT SHALL INCLUDE REPAIR OF EXISTING
AA�� FACILITIES (ROADS, OE ET ETC.)IO OR BE NECESSARY, IN THE CIN OWUC77ON
EACH END OF THE CONSTRUCTION AREA 72 HOURS (MIN) BEFORE W/MTTON OF 'C OPINION, ro OVERCOME DETERIORATION OR IT CO WENCH OCLORK S AL CONJUNCTION
CONSTRUCTION NtORK. WHEN THEON WORK AUTHORIZED BY 17NE PERMI/. CORRECTIVE WORK SMALL BE DONE AT
6. ACCESS TO EXISTING PROPER77ES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING
THE
CONTRACTORS
EXPENSE.
NORMA ORNERY SERVICE AND MAL SERVICE AND IF NOT, SMALL BE CAUSE FOR
23. ONE AS-BUTT PAPER CLEAN MARKED UP SET OF PUNS SIGNING ALL NEW PUBLIC
WORK STOPPAGE UNBL EFFECTIVE ACCESS S ESTABLISHED. CONSTRUCTION
INCLUDING ANY REVISION MAD£ ro THE PREVIOUSLY E(IS`TEO
7 TRAFFIC CONTROL DEVICES, FLAG PERSONS ETC, SHALL BE W PUCE PRIOR TO PUBLIC SYSTEM PUN$AND, ALSO,ANY IMPROVEMENT WHICH MAY IMPACT AN EXSIING
PUBLIC SYSTEM OR FACILITY,SALL BE PROVIDED ro THE
CITY.
NNIi1TI0N OF CONSTRUCTION WORK AND SHALL BE EFFECIVELY AIVNTAINED.
d PURS(HNT 70 RAGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED OR
THE CITYS INSPECTOR MAY,A.'HIS DISCRETION. REQUIRE PRONSI N Or TESTS AND
BETWEEN THE HOURS OF 7.•00 A.M. TO 7.,00 P.N. DAILY UNLESS OTHERWISE OR REPORT$ FROM ME CONTRA TOR CONTRACTORS ENGINEER OR CONTRACTOR 70
AWHORIZED BY THE CITY MANGER. WILLOW POINT LN VAUD47E CLAIMS OF M4TERAL OR CONSTRUCTION AOEQWCY/COMPLIANCE SUCH
TESTS/REPORiS SMALL BE PROVIDED AT ME CONTRACTORS EXPENSE.
9. MINmvu TRAVEL LANE WIDTH SHALL BE TWELVE(12)FEET,PEDESTRAN TRAVEL SNLLL
ALSO B£PRONGED FOR. 25. THE CONTRACTOR SMALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND
WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION
10. THE CITY AND THE COUNTY RESERVE ME RIGHT TO ADD TO OR MODIFY TRAFFIC ACTIVITY,AS EVIDENCE OF U57VRSNCE RESOLU77ON AND OWNER SATISFACTION.
CONTROL REMASSURE BN75AS LIC �Y (if NECESSARY ro EFF£c7rvfLr coNmoL TRAFFIC PINE VIEW ST
zs. IX/snNG MONUMENTS, PROPERLY CORNER$, AND SURVEY MARKERS STALL BE
PROTECTED. REPLACEMENT SHALL BE AT THE CONTRACTORS EXPENSE
11, BEFORE WIM77NG ANY CONSTRUCTION ACTIVITY THE CONTRACTOR STALL BE /
CONTACTED BY THE CItYS PRIVATE DEVELOPMENT INSPECTOR, TO ESTABLISH A PLACE, 2I THE CONTRACTOR SHALL CAUSE MS CONTRACTOR TOO TELEPHONE
ELE H TO THE CITY
TIME AND DATE FOR A PRECONSTRUCTON MEETING. INSPECTOR, IN WRITING, THE'NAME AND 14 HOUR EMERGENCY ACTION SA NUMBER OF
A DESIGNATED 'COMPETENT PERSON'RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER
J2 THE
CON7MC7AR OR HIS
CONTRACTOR SMALL
NOTIFY 7H£ CRYS INSPECTOR. OR-OSK CHAP, 437, DN. J CONSTRUCTION, SUB-DMSON P- EXCAVATIONS INE
ANDREW NEWBURY AT 503/718-2472 TWENTY-FOUR (24) HOURS PRIOR TO CONTRACTOR SELL NOTIFY THE CTY INSPECTOR OF ANY/ALL ASSIGNMENT CHANCES
COMMENCING WORK, 7WENFY-FDUR (24) HOURS PRIOR TO ANY STAGED INSPECTION l� 28. IT S THE SOLE RE$PONSBRTTY OF THE CONTRACTOR TO PROVIDE FOR PROPER
(SEE ATTACHED LISTING)AND AFTER COMPLETING WORK COVERED BY THE PERMIT. ` L A+' RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK PROOF OF
7J. A COPY OF THE PE77AllT AND ALL AITACMAIEMS, AND A COPY OF THE APPROVED HILI C RKNF-OF-ENTRY OR PROPERLY IXECUTEO EASEMENTS SMALL BE PROVIDED TO THE
CONSTRA;RION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK ARFA �P CIV. THE CRY SHALL W b WARY BE CONSTRUED TLT BE Hrt,0FBLE FOR THE
CASEMENTS. FAILURE ro OBTAIN OR PROVIDE FOR PROOF OF ROHT-OF-EFHRY OR
y ALL WORK PALL ROVED P TO THE PERMIT (ERNS,APPROVED
PLANS AND MENTSOAN AND
S
TO THE CRY APPROVED PERMIT PLANS. AND APPROVED PION AMENDMENTS AND ro EASEMENTS.
THE GOYS STANDARDS AND SPEGFlGDONS AND TO THESE GENERAL CONDITIONS. 29. BEFORE PLACEMENT OF THE FNA.UFT OF ASPHALT, THE CONTRACTOR SMALL CLEAN
CRINGE$ FO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE AND COMPLETE A PRE-ACCEPTANCE HOED MVSPEC77ON OF ALL NEW SEWER LINES
OF WORK PERFORMANCE THE CONTRACTOR SHALL PROVIDE THE CITY *TIN 30 DAVID
YS OF NOTICE FOR THE EO
INSPECTION ANY DEFICIENCIES SHALL 8E REPAIRED BEFORE PLACEMENT OF FINAL
14. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF LIFT
TEN:CONTRACTOR THE WORK AREA AND APPROACH RO4DS SMALL HE MAINTAINED IN A
CLEAN CONDIlON, FREE FROM OBSTRUCTIONS AND WARDS. A COPY OF THE L7
CONTRACTORS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. Project Location ,P3
15. THE SPREADING OF MUD OR DEBRIS ON ANY PUBLIC ROADWAY 1S STRICTLY
PROHIBITED AND VIOLATION SHALL BE CAUSE FOR INMEDNrr CANCELLATION of THE
PERMIT. THE CRY MAY AT ANY nN£ORDER IMMEDWE CLEAN-UP AND STOPPAGE OF �r �7MCJMWnC
WORK TO ACCOMPLISH CLEAN-UP. CONTRACTOR To GDOROWATE WITH CRY ON CEJ
AMIABLE ANTENNAL AND EQUIPMENT STORAGE WITHIN RIGHT-OF-WAY. F�
ON RAVEN DATUM/S STORM DATED
AE 09AJ11 01. A RIM AL DATUM OF D FOR
BASED
16. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE Q 15 RASED RIDGE BRASASSUS
75 DATED APRIL 16.1001. 'BENIN DATUM USED R URNASRrS
INSTALLED AND MAINTAINED MEETING ME CLEAN WATER
SERVICES AND DEO IS BASED ON A BRA55 DISC M CGNLWE7E LOCATED 4'BEANO THE NE CURB RENON OF
REOUREMENTS. THE CRY NAY AT ANY nME ORDER CORRECTIVE ACTON AND
�Sq SW 1257E AVENUE AND BULL Ma/NTAW ROAD:HAVING AN ELEVATION 6 47274
STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL
ly
17 PROPERTY DISTURBED BY CONSTRUCTION ACRVTTY SIAL. BE SEEDED WIN A S
a
STANDARD RASS MIX SHRUBS
OWERS S , � R��TNGMAUMXESMALL REESTABLISHED REINSTALLEDEYCS+�
SBR WITH LIKE KIND AND NATERNL
18. EFFECTIVE DRAW40E CONTROL IS REOU07ED. OW44GE SHALL BE CONTROLLED
y WIINN THE WORK SITE AND SELL BE SO ROUTED THAT AWACEAT PRIVATE PROPERTY, LOCATION MAP
5 PUBLIC PROPERTY AND THE RECEIVING SYSTEM Is Nor ADVERSELY IMPACTED. THE p PRLk'Nt-
�� CITY MAY AT ANY TIME ORDER CORR£CFNE ACTION! AND STOPPAGE OF WORK TO
ACCOMPLISH EFFECTIVE DRAINAGE CONTROL (�S�y%GINI
63213 E
OREGON y
14
s� W PAUL tiw
R"ATTENTION.•Oregon low requires you to Follow Mules
adopt"by the Oregon UtBity Notification Center. Those
a rules ore set forth In OAR 952-001-0010 through OAR
a"952-001-0090 You may obtain copses o/Are rules by RENEWS: 12/31/2016
y oRlnq the center. (Note: the telephone number far the
1Y Caw-Utility Notification Cater is(503)232-1967). Issue Date taall�aw DWI910N GREENFIELD DRIVE CSHEET
Ay Description Date . 8 R�LIO WORKS DEPARTMENT
ATTLBNa,,g Notify . natural at(SCJmssu a 475 when 1
.xmwthg w/M n 5 of on hp
ex st ng h resgas07,10711 T APN 13175 W HALL BLVD. WATER QUALITY FACILITY REPAIR
main. 17GARD, OREGON 97223
VOCE, 503-639-4171 OF
FAX' 50.7-624-0752 7
td®CALL BEFORE YOU DIG wwWncABD-OR.cav COVER SHEET FILE N
94025
1-800-992-2344
DESIQI+APN DRAWN:APN CHEJMWR tWI 94034
NOTES:
YAY BC Ug0 SNONT RIY ��
I. ALL WORK SMALL BE IN ACCORDANCE WITH THE APPLICABLE REGULATIONS,SPECIFICATIONS CODES,AND REQUIREMENTS OF CRY OF TDARO. CLEAN w/unurr apes ANB r/
WATER SERVICES R&D 07-20, THE OREGON STATE PLUMBING SPECIALTY CODE,AND UNIFORM BUILDING CODE. \ PN s<a a o[Ki6ndT mrnae+tw rcm,<r rar.weew Ywwaevura*ot.+oaurtutderuauAo TOMO«roeutnwa�o<wrat rAw rrnr
MR nwv.+o.awr rtNanwnv dM m rlranaaM Ar M and aAvwoNwo.r.
2.THE CONTRACTOR SMALL PERFORM ALLMOR7(NECESSARY TO COMPLETE TENS PRDIECr IN ACCORDANCE WITH THE PLANS INCLUDING SUCH
INCIDENTALS AS ANY BE NECESSARY TO MEET APPLICABLE AGENCY REQUIREMENTS AND OTHERS AS NECESSARY TO PROVIDE A COMPLETED :vlwrcw6rou MmuaaMnum ArDMAwrAarAVAu oaA.M wAaaNr eoudMmr<wrtrM me.r.uruea aaw
PROTECT. ® awenatcrvi MrMun IBNN M RICA WLPWuwM KaETArpM Or ortM nMaMOR Cwarwd osaem w<a OTAM.aIo.
nA ,Na4r4Muerrura arnae<rmNMwaa NrtruaunYrrruN®rrau+wsdwrom<rTNsrai wez antxwmc
FLy' I ASWAOS awPNm FIP Anw.ara[.wweOrarnwaamlawraru tll�raaT drgMwM
3. THE CONTRACTOR SMALL KEEP AN APPROVED SET OF PLANS WITH ALL APPROVED REVISIONS ON THE PROJECT SITE AT ALL TIMES.ANY CHANGES aNYrtrAMM,AMPAnad]FDaI1MrwNWMFAYLMMn MNri4AMrL dwrawwNnnawow.Ron vacu^E rrc"wan"'a°
SHALL BE DESIGNED BY THE ENGINEER AND SUBMITTED TO AGENCIES FOR APPROVAL
rnoearwrovnviMr�otaw NMr<w.m'�INMa�wMwwemtt.NM�irRw srM�IaCw,Ron'•'icAro M owmYvrt
4. THE CONTRACTOR SHALL PROTECT AND AM/WAW ALL EXISTING UTILITIES ON INNS SI7E ANY DAMAGE TO IXISTING UTIUTES, WHETHER SHOWN OR deTAnLuroawa®*ar waa.
NOT ON THIS DRAWTM&'4 BE REPAIRED/REPLACED AT THE CONTRACTOR'S OIPENSE. EXISTING SURFACE FEATURES AND FENCING SMALL 8E ,77,
.. soAortwsrxpr wrtxnowtrwAMle Mra crow eFxaw.vuaud wAYAvwAra evlA.
REPLACED IN KIND, UNLESS OTHERWISE NOTED ON THE PANS a AawNrwerr nFMOworRaaMeawroniuorlNrwnrROEMURNeaw.lY.rwtr.NettEPAMrMNrd wroMwnYrttmN*.
ArlOrN(LOM COMII6fL M[AMwp•@IW.L
3. THE CONTRACTOR SMALL HAVE ALL COSTING UTILITIES LOCATED PRIOR TO STARTING ANY WORK, INCLUDING POTHOLING.
60" AREA DRAIN .,wast.rsw,mw..a..wraww�„eN�vr.�><N+tww.a,Yw..Nroot,cm.Y a..w..r
vM:rl<wda�r rwolcr.
6. THE EXISTENCE AND APPROXIMATE LOCATION OF KNOWN UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE DRAWINGS WERE DETERMINED CATCH BASIN NN ue--vanes NMNmaa M.nnwMa M.NrwnOPE VAorFA rronAd.AtYvurON MOPOnF�
BY A SEARCH OF AVAAABLE PUBLIC RECORDS THE LOCAI7ONS AND DEPTHS OF THESE UTILITIES ARE FROM MESE RECORDS AND ARE SHOWN FOR
THE CONVENAE,4CE OF THE CONTRACTOR.NO RESPONSIBILITY IS ASSUMED BY EITHER THE OWNER OR THE'ENGINEER FOR ACCURACY OR
a n nwm
COMPLETENESS
vette.v mYMM Twit awa*wrn axavYvn aw acNwreo dww owetNcrd.
FLOW MMncrm<iarzd<umr®Yuemrorrtattuusr<c�rArrm wnrawnYvu.cnwn+w.aaaNwrtw+.
7.CONTRACTOR TO NOTIFY CITY,COUNTY,AND ALL UTTLIFY COMPANIES A MINIMUM OF 48 HOURS(2 BUSINESS DAYS)PRIOR TO START OF �- NAIIwABIf Kiw[a rROIwMR1IIArro aYIRAR wAIaB rm alMwMaa naAMawfE rERfu3Aa sNONORtA1FD r+O GVr e<Nxao
CONSTRUCTION BY CALLING%N£CALL'AT 246-6699 OR 1-000-332-2344 AND ALL OTHER APPL44SLE AGENCIES,AND SMALL COMPLY WITH ALL �w.oe NtiewTwdrxnmwwtn"N+rvu+uwrrerww<ade
OTHER REOULP£MEY S OF DAR 952-001-MIO THROUGH OAR 932-001-0090. rvwx zwaFPMse<Ery ewoP<M< wurnwAw ar.0 aMviP«Yo caNrwoa
•E -_ FLOW a �Rwacca owra wtm�cM.w wra rrmccrrt�wo tt<rl woo rairuwotunraw �`Nr
8.AFTER LOCATES ARE REQUESTED AND UTILITY COMPANIES HAVE PROVIDED LOCATES,CONTRACTOR%AL POTHOLE TO THE DEPTH OF INE "p1�M_ �-- M. NwotToawuteomwwe.c<NOM*a MeuNONNend MPrx autm.�er rmrrroa..vo uw actatmn•NYIa Yrawtw
PROPOSED UTILITY TO VERIFY LOCATION OF ALL LAQERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION AND PROVIDE THE CRY AND THE O wFFIrNLY 6EMaro¢alArmwM Ron uaF.9A ortuwar.uwro.®.roosnwwc[unwmeo ecYdo*ta
APPROPRIATE INSPECTOR, 72 HOURS N077CE OF ANY POTENTIAL CONFLICTS. � �rLY1e MOM6<1F1ar<r[Er/Nr<MwrrNMo4/lAld PoIIM PaPTONd MwgLR.
rmwwaow roes oarfAr®.mmoauta mrTw¢roNmct ar Nrrtwveueau�
9. THE CONTRACTOR SMALL BE RESPONSIBLE FOR COORDINATING THE RELOCATION OF BURIED AND OVERHEAD U77LMESto
•:y.•_ rwRa roAaYMANRoenw.n.nwn�FA.MsvMe MrwerwawrAuaa Ye r.M.a oaN
rwVCtO<plrtlw:i.rEPaeTFI<aFOMErrt
Nrawa norlLiPWMTCrvl MBer�slurlwlrM®ralM pMrtddM NOIR.
10.THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TO BEGINNING CONSTRUCTION. ramal aAvwura rr.w m.M mcAwrlwcFwrAvad mw
DUTCH INLET PLAN NEW MMMaa..mtr.IPo«Mwww�,�JxOrcrstm.r MMNaan MNda.w`�'�
II.ALL EXISTING SITE COND/RONS AND ELEVA77ONS SHOWN ON TMS PCW ARE FROM AS-BUILT DRAWINGS AND A SURVEY COMPLETED BY ANDY PMIS rdrtralPr rarMlvm rorPAArrowraAnlAnn MNAnnMMmmacnaw Mn.ANMwn.YA EauaN,FNraroarw
ASSOC14TES THE CONTRACTOR SIAL VISIT THE SITE AND VERIFY ALL OUS77NC CON0177ONS MO ELEVATIONS TO MS OR HER SATISFACTION. MMuav vaew.rFa wunw wn,eM<wdwr[vxsaaatmroau®YlrclNnr ronntwurawlae.
12.ANY ALTERATION OR VARIANCE FROM THESE PLANS,EXCEPT MINOR FIELD ADK/STMENTS NEEDED TO MEET IXISTNG FIELD CONO/PLINS,SHALL FIRST 6*o w of eaga w o nwoi damwlNr�wArtA rareE RaoMeOm wll.OMANoYNAs[o.wanuwY Kaer+ren.vinlrt wwouaNNaEoralr
BE APPROVED BY THE CRY AND THE ENGINEER.
1. ADDITIONAL MEASURES MUST BE ar. ,.euliaonNon wl ruw rlree wsrwun rworearroeaeerw*rnrrwruoc wA+u
1J.ANY CON.SFRUC77ON OBSFRVATON BY THE CITY OR THE ENGINEER,SMALL NOT,W ANY WAY,RELIEVE ME CONTRACTOR FROM MY OBLIGATION TO CONSIDERED DEPENDING ON SOIL ova wry'Pra•�fvs�+up1`*e<rrrte..."o'^"i"••owoM^r'o"^'n
PERFOPM THE WORK IN STRICT COMPLIANCE WITH THE APPLICABLE CODES AND AGENCY REQUIREMENTS TYPES. Te
An rewoo.�rArwin«ae�EM wA®url�eroMrdwMr°e�wrrx A'�u tNMoa•onarer.wuwMmrsrw�to.
74.APPROVED EROSION CONTROL MEASURES SHALL BE TAKEN. THE CONTRACTOR SHALL PROVIDE ALL MATERIAL,EDUIPMEK AND PERSONNEL 2. 810-FILTER BAGS SHOULD BE r.wrrBNOotOasNte aucvanaroeE wwrAFlOo.am.Ao.vAAAaArooamn wraarwwwMYwFar.
NECESSARY TO MAINTAIN SUCH EROSION PROTECTION MEASURES MY 114M42E CAUSED BY EROSION SMALL BE CORRECTED BY THE CONTRACTOR STAKED WHERE APPLICABLE USING
(2)1'A2'WOODEN STAKES OR a paoaaw vew%uusr ee usm w,rdY.r rauv MMaurnxa NM w.rw ma<rwo,rusrtc
13.DEMOLITION WORK SMALL INCLUDE REMOVAL OF ALL STUMPS AND VECETATON DEBRIS. CONFORMANCE WITH ALL REGULATIONS AND PERMITTING APPROVED EQUAL PER BAC.
REOO'REMENIS FOR SUCH WORK M44LL BE THE RESPONSIBILITY OF THE CONTRACTOR. FOR"THEIR AWT ATOM �o'�'O"Y1°i°° 011"'NO rwrwuM+reYov.
3. WHEN USING 30•BIO-BAGS TO W OE9G4 CMTEAIA SEE
10 ALL OPEN CUTTING OF DffV JG STREETS SMALL BE PATCHED WITH AC.,COLD(TEMPORARY)OR HOT MIX,AT THE CLOSE OF EACH WORK DAY PROTECT A CATCH BASIN YOU MUST CHAPTER 4 OF CIEM WATER
TRENCHES SHALL NOT BE LEFT OPEN OVERNIGHT. HAVE 4 BAGS AND THEY SHALL BE $FR`ACES EROsrw PREVENnoN
wO SEaaeNr coma
I7.ALL TRAFFIC CONTROL SHALL BE PERFORMED W ACCORDANCE MTN THE LATEST EDITION OF TLE ANNUAL OF UNIFORM TRAFFIC CONTROL DEVICES OVERLAPPED BY 6•. PIARYWG AND L>Eaa YANUAL
(MUTCD)AS MOD/FXV BY THE OREGON SUPPL£MEN'TS.
18.PROVIDE 18-GAGE TRACER WIRE FOR ALL NONMErALUC UNDERGROUND STORM DRAINS, WATERLINES,AND SANITARY SEWERS. INLET PROTECTION
IS.ALL PIPE BEDDING SNAIL BE J/i•-0-CRUSHEDROCK FROM A MINIMUM 4•BELOW THE BOTTOM OF THE PIPE TO THE SPRING LINE FOR PIPE TYPE 4 STANDARD EROSION CONTROL NOTES'
SMALLER THAN TO DIAMETER,AND B'M/NINUM FOR IB'DIAMETER OR LARGER. TRENCH 84CKFIIL SMUT BE AS NOTED IN THE FRENCH BACKALL DRAWING NO.915 RENSEO r2-0e �I°•`-'�••'~°'••' FOR SITES LESS THAN 1 ACRE_t:
CIeaETW�.CT SC[YtCfS
DE7AN
DRAWING N0.945
aEHY -O4 Oar uawlm<A14 wr.
20.A PRE-CONSTRUCTTLW MEETING IS REOUNRED WITH ALL INSPECTORS PRIOR TO STARTING MY WORK. -
21.CONTRACTOR TO LOCATE ALL EXISTING PROPERTY MONUMENTS PRIOR TO CONSTRUCTION.ANY MONUMENTS DISTURBED DURING CONSTRUCTION OF
THIS PROJECT SMALL BE REPLACED BY A REGISTERED LAND SURVEYOR AT THE CONTRACTORS D(PENSE.
e
ANGLE FILTER FABRIC
SRAM DRAWS FENCE TO ASSURE SOIL IS TRAPPED
I
1,ALL STORM SEWER PPE SHALL BE INSTALLED WITH WA7ERTGHT JOINTS IN EASEMENT MEAS,
I 1
2 BACKFIN MUST BE COMPACTED TO A DENSITY OF 93Tr PER AASHTO T-99 IN PAVED OR 57RCICTUfNI.FILL AREAS.MINIMUM COMPACTION/N
UNPAVED OR NON-S1RU'CTUINf.ALL AREAS/S BOX
J. STORM DRAIN LINES SHALL TE57ED ACCORDING TO 774E REQUIREMENTS OF THE CLEW WATER SERVICES TESTING SHALL BE PERFORMED AFTER
CONSTRUCTION/S COMPLETED INCLUDING BACKFXLWC AND COMPACTION OF BASE ROCK. THE DEFLECTION TEST AS DESCRIBED IN THE AMERICAN
PUBLIC WORKS ASSOCIATION MANU4L-OREGON CHAPTER IS REOUNRED.ALL STORM SEWER LINES WILL BE THOROUGHLY CLEANED PRIOR TO
DOWD ANY TESTING OR VIDEO TAPING. INTERLOCKED
NOTIFY FY CITY OF TIGARD INSPECT4B-FWS.PRIOR TO PERFORMING MY WORK. AN 2'POSTS
A NOTIFYAND ATTACH PLAN VIEW
Mrs
SE STITCHED LOOPS
3''in m OVER 2'K 2'POSTS NOTES:
T. 6URY BOTTOM OF TUFT FABRIC e'
Y I
VERTICALLYMZ
T 2. 2'a 2'FIR PNE OR STEEL
FENCE POSTS
]POST TO IE WSTALLEO ON
uTNaL SLOE 0'SLOPE,
4.COMPACT SOTN SLOES OF nLFM Fnemc
ppp TWrKCN.
S PANELS MUST BE PLACED
PROFILE AOCOR WIG TO sPAGNc m
OETA0.N0.040
C NTS
C
FILTER FABRIC MATERIAL
36'WIDE ROLLS
LJ II �I
�8 6NA)IYVN SPACING FORmA
FRONT VIEW OAP TF"`OEANOMA
SFAWCES FJtOSION PgEVETMnOaM
NTS ST AwAi PRa`P
GiN♦;'�H.R
6121 E
2
SEDIMENT FENCE II•S-Vices 9 %oREc°rte,
WI
DRANG N0.875 REMSm 12-06 ,y T T4 2 ov
w'AUL
RENEWS: 12131 2016
laaw DatsENOWEERNa DIVISION GREENFIELD DRIVE CsCo
cg
Description Date No.I By I PUBLIC WORKS DEPARTNIENT
BID " ' APIA 13125 S.W HALL BL WATER QUALITY FACILITY REPAIR o
TIGARD, CWE(YW 9 972222) f
MCE- 503-639-4171 J
C�
FAX TIGARD ESOT GOV 2
E FILE NI
DESIONAPN DRAW*APN c►+ECIc:mw PROJ. NO 94034 GENERAL NOTES & EROSION CONTROL NOTES & DETAILS 94025
N Jr LEIS
I E7G51/MOPA'CiOSED
' I :,l__ Q. i 1 • F(MMIO SURVEYNt?V!/NENr m Sr014N LINE
� ® srarN DRAW xAW/aE
•�, i I � J .. ��� J�'� �IxIT�'1� ® CATGt BASH/arar MRIET O E—NANNOLE
1�� > CULVERT DVD RErAIWNO WALL
I �.I r l.y.c
t t3ECnW.AL VAULT ® ROCK CHECK DAN
I I .- I Ni � ; ® tELETMscw RISER
J /�iA ® COIAVLMMCA NONS RISER PLUNX POOL
., .�.:',',' I r _ _,� •.. 1-.- - ® cAnaR CON MM Bar
wA IER MEM? INLET PROTECTIaR
N•AE•32'31•w 67.80'— _ - -
W4TER VALVE SEDT NENr FENCE
aosrsw `•.! } w. _ „ DQ
FENCE AS NOTED
-
tliu�k• STA / B / I /\\ -SO- SMRM DRAIN LAC FINISH GRADE SPOT
'� \Fa. E�fI ,-, ✓ RETAINWC WALLELEVATION
r n 00-seta•(csrcJ "7 �=L yTA
c our 1p-.xuw•leucJ : I N E!•3J2 31 W 20.32' (AT WALL CENIFR)
l _ -_ —450— CON?"-1'W TERVAL
J -450 CaMiWR-1 MTERVK
?+Tb _ 5D so
/ 'wraLp •`�_571MLE B •__ —� _•_- _— \ l / / , / ~seyx SPOr ELEVAMN SWALE CENJERURE
r
aL.la9.ae. _---� -Z- / / --- -SWALE CET'IIERLLNE ___--_
Q I I 1 � � / ,t•ffi EDGE OF SWALE 90rrox
—pRolmry Low
1.&&UM t"—p%Ne9.Aldo mdlfy ro bs—.d by ab an.p ro consrrlrckin.
f I I 362, 8
-7 S( 361
o I ,l , �. � • .- 2�t,�L
N _- -:_I i �� y - / I I / /�Q"!'S � •.(AT TWALE EEt/lEN)R'
Irpaa �7;I -559;
Inonuie-.ueer SYS I/'. s _ i /'. \ ■11 1.comrect ro..le6ng 1z'a.to,m Glp..E.t«w v%pe or.,rating Mos and 9rw..
ro•nr w R seasr• I / .. y 1 ry Conhoeta/ro Yy orathq 9rode all naN/1••'M4+.ar of ony IXacreponcin.
r wr(rz J-.uer• I ��55"^^��.. 111111
N 2 atxW 4e'rtatnp mann... se ewe atoll oso an.n..t c400.
3.lnetaM Pl.,W Pool. Sa data#on sheet C400.
., I al I • ��- 4.ftgP de and reeonat-.f awole to o-perdue drainage I. tla! Sae spot
I 1 f ofe bans an thls sheat orad cross.eetf a and CWS Detdl 700 on sheet C401 Ior
sm+v asrs.xri as SCALE: 1" - 10'
lr -
, ` 1\ ` swore an swaeron MO.aM(re:J-eras• ro' 51 0 lo' 5. histol/ 12'wide,5'deep• 148 Nneol Pool J,000 psit.MWfetich. Sae
r our bs;sJ-ssr: 1 4'
_._. _ -- ® � s•/"� � rsehon eerarl pn.+nese cwr.
1' & kwrdl mleI prot-V Sae CWS d.f.;/915 on shat C101.
I NEAREST 4 `STA 0+39.6$ 7.55 R 1
OSIREAM� - ��� (AT WALL CElIrER) 7. Mstdl sediment Isrrc0. See CWS dotal 575 on sheet 0I01.
& kwtdl rock check dam,4'high, 18'wide rilh J'-4•q-,,ap.M,.
9. Existing b..lden I.l"rowed in new plurrpe pods or moved outside of 1-1.
�WALE A PLAN AW-GRADING AND channel.
SCALE: 1'=10'
70.Protect existing fonts
J70 370 I1. Protect aiding slope.
CLASS A'3AC1CP7LL
SEE CWS DETAIL 590 12* see shat e401 for—61eerog.
DH SHEEN 0400 I tJ. &Mi g krWti rn tM kex.
JO E 14. r iotbw meter.
368
Q. oo'?W
3"
I0w4WWW W + y W4L
M4 — v JB4
OR
V1 W W
.TB'1 p .J62
\ EAOS GR"
.TBD iB0
/ am,
4
I°
J6d XIS7TNPROM,ED
GRADE ELEYA TNW B tf i2 m. s-R a W RE f
0 PRpc
q� EVSnW&EVAIM Ar SW N
t AT SWALE Q 1 Lf 1?=Dl, 5�7.03X h , �NGINcfA
} 356 632x1 PE
J5e
O �n N �h N 10 h N h 1Q a e n vole a u�i r
OREGON p
h 'V ry 01 OA ae O O O �i Or V Oi OA O/ 4i 01 O 7 T.14,`L� J
i v n n n fo <o m n n n n n n n PFw
y "� h y "1 PAUL N
0+00 1+00 240p RENEWS: 12/31/2016
I
SWALE A PROFILE I••1+• Date o+••+ GREENFIELD DRIVE 0
1 SCALE: 1•=10'MOR20NTAL Da OfMRT11a3fT
Hort oat* B
1'=2'VERTICAL 1Jf25 S HALL 3
' 07107110l PN nom. OREGON 9721) WATER QUALITY FACILITY REPAIROF
NYCE 303-839-4171 7
FAX." GOV�
WR «. SWALE A PLAN & PROFILE
isNC
GRADING AND EROSION CONTROL PLAN s 02
N :
DBM%APN DRAWAPN GMCK.MW MWJ. ND: 94034
JradT f: I I .•,. _ -'��' _- �- I Q®aD FOUND SURVEY MONUME
Nr mo
siL4Y uhE
STORM DRAIN MANHOLE
CATCH BARN�OTCH INLET
STORM MANHOLE
> CULYERr END 0 RETA W4G WALL
ELECTRICAL VAULT ® ROC(CHECK DAM
-
j /•/ SUVVI T R0 xray ` 3•.i D1.
f •372'----1 '�..^ ( 4 T a -_. I / /i ■ ® /EIENAON Po9ER
/aA -
1 S I OOM - ® COMMUNICATIONS RISER PLUNDE
AX L POq.
17 - - - - -_I Y
/ cA noN carrTRaL Box
n
RAr
71
WATER METER YW.EJ PROTECTION
N 88'32'31^W 67.50'_
SJWI uar.141E j I� / N C ✓/ WA7ER YA1 Y£ �� SEDNa7IT FENCE
A- R-4.5' - I, / I N -X- FENCE AS NOTED
//
- � �/ .� .. _! - �iST30b:w' ' �� \ - -50- STORM DRAIN LINE IIE✓AMXI SPOT
rea rew AS-elan \
j t M(q-saar•frxcl / RETAR4ND MALI.
�wrlr}aw'(car4 N /M10.3T/ , V----' / -- • ii / / i --450--MIMIAP-YMIERVAL CLWTIXMl-J'IN/ERVAI
x _ I w
_ f r oU, SWALE B 755—U! - \ �' / SPOT 9LEW WN SWALE CFNTERWE
SW4FE CElF1EFlAIE EDGE OF SWALE BOTTOM
�xrer ra' —PRO-WTY UNE
It
pp \
I'LLJ
T _~V7• �Z 1 •-I!�"/ / .�gR,3 r.En'etl^9 63yae3 PiPin4.VeMn Podb'y to be—d by Q'y en.prior to consWetn.
b
S I `I SII/. 5 � /�7r
�K HUT(rz;IIf..FYI'y` �\ / / /• J Matas Plun4a Pod. Sw d.ton on anesr C400.
4.Regrod.ed&-4.-A.to oWb Poa(th.drdaage to ^.f. Sea ePd
N.rot1om on this short and cross a done-d CMS Detail 700 on sheet 0401/ar
I I � 1' \1•,1 /� I '' y ...l. ernlceol defak. on sheet C101.
361 761 i '•' /'.t pt-6- SS-CMS detoA 915
se
7. M001r 0imenf fence. see CWs damn els on sheet e101.
'DS �J � 1 i•� SCALE: 1- >< 10'
K w(I y3 D N 1 I - - ../'•/'\�
F N III. ect .
h'9. nide wth 2-I'W^Y spo 1s
.& MSt.0 ok hek dm.fIB
0' 5' 0De" to. Pot-t_;,Uf
tinslopePohe;s
2. S.. et
C40I!or esti..d.t 1.
§WALE 8 PLANAND GRADINGOL N
SCALE: i'=10'
J72 372
STA 0+00
EXISTING WO MAN LE
RIM=368.6
IE IN(8- )=J60.06
J70 IE OUT(8 W)=359.86
370
368 •�8
•66 366
p
A
354 •5'4
Evsnw 0RADE \
362 352
,p STA A
1 PROM ED 360 E 1577NG — —6yPAQE 360
PROPME ELEVA17Ov]a 72X a PROS
F� EX'S lo 14 ANSTALL
� A71CW AT SROCX DAM L4el'511'131SP
Jb6 PL GE POOL jw
3 q�
.0b h h N
-` �04EGON�a �
?14,2
W pAtf�NF,
2+10 2+00 1+00 REND& 12/31/2016
SWALE B PROFILE la« ta � + GREENFIELD DRIVE C20
» a
.y SCALE: 1'.10'NOWONTAL (Mao tlon Dab 8 PUSUG WORKS OEPARThEW
+^=z'vERrICAL
7 7 T 1 APN 13725 SW. HALL BLVD. WATER QUALITY FACILITY REPAIR 4
77GARD, OREGON 97223 Of
VOPCE.- 503-639-4171
' 3
FAX �6�G0V52 SWALE B PLAN & PROFILE
E - GRADING AND EROSION CONTROL PLAN s ozs
pE810N:APN ORAWN:APN CHECK:MW PROD. N0: 94034
SOIL PREPARATION (W.Q.F.)
AACCORDANCE WITH THESE PLAPR TO PLANT7NG. THE
SOXNS ANDALL CWS IDELWESWRf.BE f%dEPARED IN
1
1. THE SUBGA4DE SHALL - FILLED
C ro A MINIMUM DEPTH R 4'AND A N/MMUM OF
?T"OF CERTIFIED WET PSOIL CONPoSVEAMENDED OWINGTOPSOIL SHALL BE ADDED•
` COMPOST-AMENDED TOPSOIL SHALL HAVE THE FOLLOWING CHARACTERISTICS N
1 ENSURE A GOOD GROWING MEDIUM:i A)TEXTURE-ANTERIAL PASSES THROUGH ONE-INCH SCREEN
61 FExnury-319 ORUNA;M4Z
'W ADP'RINUL FERTILIZER 1S TO BE ADDED 70 THE PLANTING SRES R PLANTING
I I HOLES.
•moi I _,.. '� /'"�+ + + • f WATER QUAUTY FACILITY(W.O.F.) PLANTING NOTES
EI
4. ALL AREAS BEYOND THE UARTS OF THE TREATMENT PAAHHNB AREA ARE TO BE
I HrWNOSEIDED WIN THE FLM10wxNG SEW AIX.•
! + '•ice (,.
_ • + ,`•��ti?"�: .•t t I -WATER QUWrY FACXnY TRACT SEED ANX
tI i•. + + .+_ -+- L + + ✓" ��' {''�+ +. •
DWARF TALL FESCUE-IDR
OIMRF PERENNIAL RTE-3OX
.• ,y� .• I
• .:•' !' �•:� • • • J CREEPING RED FESCUE-25X
• + O ft`r '� • + • COLONIAL BENTRASS 5R
`i • +
.I � I .-s•..r+�. +: �..• s. �•�^� �- �r. ��:• + • • APPUCAMIN RATE- r2a POUNDS PER ACRE
„�1 I i I ••• •. ;y r.f;�,� ;�;yr.�y;Y „yam. :�.a;., ,;r;•��:, t • POST-PLANTING EROSION AND WEED CONTROL
ff' SQL,. + + + ; • • • / /:' S. THE ENTIRE PLANING SITES WILL D MULCHED NT A JMULCN TO "DEEP LAYER OF ORGANIC
k: + O�, + • / \ 90J.L MEET CWS STANDARDS AND h"CHH WILLEROSION c��ED s+07 THROUGHOUT
+ + . + • / \ THE ENTIRE PLANTING SITES,i'�• •�. ,,^l •• + + / BUT R MUST NOT COME 1N CONTACT W7M PLANT
I ' STENS.
Z , I + + + :;•. ;, r•�r`! + O// /4.
WATER OUAUTY FACILITY(WO.F.) MAINTENANCE NOTES
+ THE COAFMCTOR WFU BE RESPOAISIBLE FOR MAINTAINING
W ^s'}.^;., '�" ••"�': // .� 6 WATER OUALITY FACILITY IN Rw
ACCNCE NTH SECTION 2 11A 22 OF 07-20.
1 { ✓ t
N I I I • >,`�r + THESE RESPONSIBILITIES INCLUDE BUT ARE NOT LANTTED TO AWNrARUNG AND
t • .•:'i;= �•• : + . /./ CILITY M45
�v r�NSPPEECTm FUND QED AMWAWUM OF I WAR AFTER THE COMPLEETTE WX ABRm NTE OF PANTS
I E. i I •;i' :;a%• :�:r:`• t + • _ \ WNL BE REQUIRED AFTER ONE YEAR. CITY WU.MAWTAW FACILITY AFTER
3 I I' _I lt' • • J•, •':J;, • WxJTENWCE PERIOD 1S COANUM
ca / t I` • /• 1 d r^ +' + / / N CITY CoNlAcr:CITY OF TACARa BRIAN WHEATLEY.PH.503-Ire-2670.
GENERAL MAINTENANCE NOTES (WATER QUALITY FACILITY)
s
.Y • + /
7 VU
A TENA7R1'IRR1GA7pN MIEN WILL HE USED DURING THE 2 YEAR MIN.
Os— •I + • / SCALL: 1" - 10'
0 I + • t AWIN
NTENANCE PERIOD FOLLOWING PLANING IRRIGANON SYSTEM/70 I-WHITE
• �'/ POLY PIPE PLACED BELOW GROUND. SPACING OF HE"TO PROVIDE COMME'
- IG' S' G to' OF EN77RE TER QUALITY 70 CONNECT'4TO DEDICATEDFAEM71NG IRRM.ARON METER.CILITY AND BUFFER PLANTING ARFAS IRR/GANR
� � e-17.7. 0. ALL PUNTS IN THE PlANFING SITES ARE TO BE WATERED AT A RATE OF AT
.
: LEAST ONE(?)INCH PER WEEK FROM JUNE 15 TO OCTOBER 15.
1t k
WATER QUALITY FACILITY PLANTING PLAN
SCALE: r=w• WATER QUALITY FACILITY PLANT SCHEDULE
HERBACEOUS PLANTS WATER otwur Y FACILITY TREAIIMENT AREA (NATER QUALITY FLOW HE/GMy: 1.545 SF
SYMB BOTANICAL NAME COMMON NAME(S) MIN. SIZE/ TYPE OTY. SPACING
NOTES
PLANTC EX OBNUPTA SLOUGH SEDGE r I'DIAMETER 309 B MIXTURE,
E,MI EMERGENT
TED PLUG MIXTURE,MIXING SPECIES
Y .•, JLWCUS PATENS _— SPREADING RUSH 8Rx 1•DIAMETER S 090 PERS AREA
THROUGHOUTNTINROU
I AREA,RANDOMLY PLANTING GROUPS
OF 5
LANTS OF
SAM
• C{REX ROSSI ROSSI SEDGE 4ROOTED DIAMETER 3,080 70711E SPECIES TOGETHER.E
2
z
a
c SHRUBS WATER L,7IJ4LITY FACILITY AREA: 4,120 SF
Sy'wBl BOTANICAL NAME E COMMON NAME(S) MIN. SIZE/ TYPE QTY. SPACING MIN. HEIGHT
OPW AM.WUS LEW= MOCK ORM4W 711 011E CONTAINER 51 4-•O.C. 7
O CORMIS SEIUCEA i RED-OSIER DOGWOOD I 712 GAL CONTAINER 51 4-F O.C. � 15
(++ ALMELANONIER ALNIFOLIA SERVICESERRY _-- 711 OAT.CONTAINER 52 4-9 O.C. !� 2'
• SYWWORICARPUS ALBUS SNOWBIERRY 771 0^_CONTAYER 52 O.C. 1.5'
l�
TREES IRTHR QUALITY FACILITY ARFAT 4.120 SF
SYMB BOTANICAL NAME COMMON NAME(S) NTN. SIZE/ TYPE OTY. INE
SPACING MIN. HEIGHT tEgE�INE s�
-'P
PRUM)S H4ARGTALATA BITTER CHERRY 7/2 GAL.CONTAINER 14 1 V O.C. 7 632'3PE
R O RM I US APSHMM CASCARA 7I 1 GAL.CONTAINER 12• i 10'O.C. 7 OREGONO
ACHR CIRCJA4 nw VINE MAPLE 7I 2 GAL.CONTAINER 14 10.O.C. z E-ur la•2G o.AO
a W PAUL Nf."
R9
3
FREE COUNT REDUiCm BY Z SICE TWO EXISTING TREES MlDNN fACR1i1'MC-L RENON.
RENEV/S: 12/31/2016
SHEET
Issue Date owrMMFkro DIVISION GREENFIELD DRIVE C300
Ay
-Description Date PUBLIC WORKS DEPARTMENT
BID 07107461 I lAPN 13125 S.W HAU BLVD. WATER QUALITY FACILITY REPAIR 5
77GAR0, OREGON 97223 OF
VOICE 503-639-4171 7
FAX, -W-624-07
"CARD OR GOV52 ;LE NC
D6SIMAPN DRAWMAPN CHECK:MW94034
WATER QUALITY FACILITY PLANTING PLAN 94025
raarrz rRu[Aro ural Inc—(2)Y'cn•cM
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REWK CEMENT fA0«m a 1000 r.0 MAr arra]'m.•. srwoA� 1101£5 AS SHOWN
a Au.crnsuuK—APWes.a rdNrm u.>an SANITARY PLAN VIEW COVERBACK
SDa1.S 101r-iK Na a RaM-H[w.w M ArwrorEn Y mE
STANDARD YMHOIE MT i0P 50.• [OI W.Ca/aRllc m rtm..L srtalC.nW si�saoala
REINfORCE11EHi ♦ ALL rPE0.CTdl5 ro YAMaL WALL t MlEl111M11.
•�PiE!a•0.1CD 24-
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a irc wMacllnn a sow w Vac YMluas R1ML 51m fa'
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1/4 T�B•
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0. Tal OETAL WTEp ro YAPMAI WrzRa1 DROP OF a.' y' 'fT
FwCraT rM.fortEtnd+.WO M'res Srwr § S wAw r
1a w•TflNlgiT/TAIwU arocr YMuaE wAYE AND 2 7/e" 6'SQ.
$ sna M"�a E u rD w M.EAYNEnr.ro ur r J (L
.a•nA T 1/Y sc.
1a•rm6E r , PICKHOLE DETAIL
22 1/2'Des.
r
sw61ri1 I x.vi/a. I SECTION VIEW
r
R•
as
swoow waw w..an ro {, .••: .•� • r.Ar c6xolElc xoTEs
zH YDImr IDwr a rR a YA.'4`,:u'•r.;ti'P.n,.± 1. sswe•N TWE HOT Fw w MEAS a Cd1ECTdt
MD M1EfiAL STREEn
'F" ••a '�,.r�s � z wrm Mo rnA1c 91•LL K eE a1Ar CA&T CAST etdl Asn A-.e cuss xi SEE DETAIL Mt 10 FOR MANHOLE FRAME SPECIFICATIONS.
r Wa.Y a R•-a' CDYER AID FRAYS TO BE YACI0.K0 TO A TRITE BE G ALL ARW
:...YA100..t .. YOTM LD FOR UF-C IIOOY.
SUBURBAN AND STANDARD STORM WATER
FLAT TOP MANHOLE geanVl�aoerSexvices STANDARD MANHOLE `itt;; `C��KEYa'D�� MANHOLE FRAME AND COVER ��nWa�rServicls MANHOLE LID
pRAN1NG N0.050 REMSED 03-03 pRAN1NC N0.010 C1eanWaber Slxvicxs
ov«sdsnlYAv.. REN6[D 03-03 QeanN%O.r..wdrv..<Y el.vORAWiNG NO.110 SANITARY REMSED 13-M °ir<'wd'^'�l'0t"'• DRAWING NO.120 RENSEO 13-C6
S• I SLOE
SLOPE
A A CLASS "B" CLASS "A"
� � O
frxwAtt A[STwAl- YOIMO EaCE55 NATA MA1a0AE
Az YECirKO °� ro•
res fcrntYENT
PLAN NEW •;Y �:.::.:
• !>'.' .. S•NAnvi Ta Sa
0.73'-I. x� .w Af.ClD1 rales ro pcCAYAMSL
� ZuNon
I' 2' -IwDlsnnam 72 casArnw ?A,iEwAA wTnZ
I f 10EWALL FOR EMw ��� Z
IMPERMEABLE CEOMEAIBRANE Imo'II PERMANEHr
Y PLUNGE POOLS ..
tl
SECTION A-A
y CONSIRUCRON SPECIFlCAflONS � .r• v�+•: -
L.a:
I. USE CLASS SO RIP21P. 5/.'--a�wlwm Y,.+;: ♦ ao rrE
2. PUCE 5o MIL IMPERMEABLE GEOMEM&'ANE AND PROTECT FROM PUNCHING, CUTHNG,
OR TEARING. REPAIR ANY OIM4G'E PRIOR TO BACKFNI.IMG DnEW GEOMESIBRANE
15 INCHES ABOVE PIPE INVERT AT PLtANGE POOL Ea7ENTS. Jut 'o
J. PREPARE THE SUBGRAOE FOR THE PLUNGE POOL TO THE REQUIRED ONES AND 6/.•-a
GRADES. COMPACT`ANY FILL REWIRED IN THE SUBGRAOE TO A DENSITY OF °pE
APPROxAwTELY DAr OF THE suRROUNtw c uAvmRao ARTERIA(.
b I. EMBED THE GEOMEMBRANE A MINIMUM OF 12 INCHES
sD 5. STONE FOR THE PLUNGE POOL MAY BE PLACED BY EQUIPMENT. CONSTRUCT TO THE
p6 FULL COURSE THICKNESS W ONE OPERATION ANDW SUCH A MANNER AS TO AVOID E
Inj Ix[as rrYs 0.'rW"iI�res res[�e ran rMa.r sly
1t DISPLACEMENT OF UNOERLNNG MATERIALS. DEUIYER AND PIACE 7F/E 510NF FDR THE r 5r[wYD s[ra•m.
ulo n m vow ro nAm[wT
PLUNGE POOL W A MANNER THAT WILL ENSURE"
'
Ar R IS PE45OMI Y a aEDo.c wronAE
HOMOGENEOUS WITH THE&1 ULD?STONES AND SPALLS FKLANG THE NOIOS BETWEEN
THE LARGER S70NO PLACE STONE FOR THE PLUNGE POLY IN A MANNER TO Nm: PRo"
PREWNT DAMAGE'TO THE GEOMEMBRANE.FANO PLACE TO THE EXTENT NECESSARY. ALL COMPAcrrnN REGUREMENFS PER
MENTO T PLS AID ODOTIAPWA SPEC 00106.
6. AT PLUNGE POOL WrLEI,PLACE ME srow s0 THAr IT M££75 THE DaSONG X632 3PE�
at
7. MARBAW UNE GRADE.AND CROSS SECTION.KEEP WTI.ET FREE OF EROSION. TRENCH BACKFILL
REMOVE AND
DISLODGE SEDIMENT AND O ECES AFTER HIGH ROWS ,,Ly r FOR
SCOUR AND DISLODGED RIPRAP. AWE'NECESSARY REPAIRS IMMEDATELY. DETAILS CkaEEVValer SeEvIE.`es OREGON
DRAWING NO,590 REWsco 1a-w w•r<mdM.r l.aw. YWT 14.2�,�T
PLUNGE POOL DETAIL PAUL
3DNTs RENEWS: 12/31/2016
Wwo Date @NeNI�RRIa DIVISION GREENFIELD DRIVE 84107
Ey
Description Date B PUKIC WORKS DEPARTMENT 0400
SY Br0710717 1 APN 13125 S.W.
HALL BLVD. WATER QUALITY FACILITY REPAIR 6
f Mo.
77GARD. OREGON 57223 OF
VOICE: 503-639-4171 7
FAX 503-524-0752WWR UOARD-OR.GDV FILE NC
DETAIL SHEET 94025
DEtiIONAPN DRAWN:APN CHECK:MW 4034
COMMUMON
Water Quality Swale shall be ove xuvatd and Rllad to deal grade with 12-Inch amended
EXISTING FENCE iopm L Topsoil srncadrnsats s1MO be gacdm oompost,ea eonvmtioDal fbWlfxw
I 2. A bfDdegnedable Erosion Control Malting shall be placed over the topsoil throughout the
GROW/NG MED(W- i'DEPTH EXTEND SLOPE TO
EMEND LINER ALONG AMEN��''E O I male mor section.Wait,shall be held In plane in accordance with the mmullactunsta
CONCRETE TRENCH i
itutsWim:egminmraL.Anchor spacing shell be band oa 3 ips fbw,ow the 6thrio.
15"ABOVE STaALE a.Llaatmm[area-high-dm%Ity Jur matdag(OsoJute Plw m other approved egad)
MATCEXTEND SLOPE TO 0017DM ELEVATION b.All othervasa-low-deetky jute matting(EOo*um m o0w approved equal)
\
EXTEND
EXISTING GRADE
QE1/11%7W STORM
]. 2S1 itches of 2"�"tfver rue rode shall M placed over the mstdty evenly throughout the
tmWh aM wlmh of the swab,
R� TMTV?Ot�LFtY t I 4. Elam materials shall be placed to accordance with the plan aM plant able sm shown on
-_-_-- a6' ___ a39 ] I
The wale Placa•
I
EXIEVD LINER -r 3. Its wart quaitry awala treatment stn plantings can be doomed'mbaan y comp er
IS"ABOVE -- - Dove active green gtuxt*has occurred a an avenge growl*of S'and plant density u an
SWALE BOTTOM SWALE BOrTPM-J59.r0 averag0 of aPPTe%•6 planta(mintmum(-IDC*phtgs or etpdvalem}per aQmarO lCot.
ELEVATION
6. Th laodlry shall be deemed socepMbk to begin the malmmaoce paid when plan growth
1225' aM dwdty mawh-the a:onocrs design as shawl om the appmvd plane and d1 other
2'
5.5' 'M'E 2'TTOM (VARIES) 4' I' r^ requlrceraa have bees met.The engineer mut cer*the 9dlity r be&&demi,is
aocotdaoos with the approved plan damp In begin the two-Year maintenance pried
50 MIL, HOPE SMOOTH LINER
INSTALLED V DEEP. I'WIDE,5'DEEP
3,000 PSI CONCRETE MA�'� �
FILLED TRENCH 1. The prmitw Is nsponatbla for the malntanaoce of this fadlity fer a minimum of two years
SECTION A-A, STA 0+80 fallowing cmetructlon and acceptance otthis OtcWty pr Chapter 2.
1.'TS 2. hrlgadon is to be provided pr separate b7i8sdon plan u apPuved,
Now;Intgation needs aro to be met wing a tmponery'.Rlgadon system with a time,durlag
the dry seuoa Synems abould be winterised dudag the war aeuon to assume longw(ry aM
guard against damage Sum framing temperatures.Water Int ms dad be sa shown ere the
approved plans.
EXISTING FENCE 3. Engiaer or Owns Repmsantadve Is to vM ad evaluate the site a midmutu of twice
actually(Spring and Fall).The lanCscaping shall be evaluated aM replanted as necessary
Irons I'. m mau7a a minimum of 80%survival nue of the required vegetatloa and 90%ar(al
EXTEND SLOPE TO EXTEND SLOPE TO Wveraga Nco-rudve,Invastve plant species doll be removed when oocupying ora dun
MATCH EXISTING GRADE .7 F I, I MATCH EXISPNC GRADES I 20%ofthe Im
1
23-YR STORM 4. The flallfty.ball be rc-.a xJ aM planted If d(atloo poster than 3 incbn In depth
TOM 000un witldn the two-year malatr'-sane prfod,
/ AW. OVER cumiry
-.' ' 0.S' 0.90' I -I
WATER QUALITY SWALE
EXTEND LINER ' L l-� dt EXTEND R ALONG CONSTRUCTION & MAINTENANCE NOTES C.1'eanWdrz Savi=
TRENCH ABOVE BOTTOM-.759.56 CONCRETEETRENCH DETAIL NO.71.0 IKN5L0 IZ-ca aw
SWALE BOTTOM '
ELEVATION :. T5'ABOVE SWALE
I, BOTIOM ELEVATION
15,
RI
2 Y BOTTOM
`-2 (VAARIES) B.{' I �'
50 MIL, HDPE SMOOTH LINER
INSTALLED i'DEEP. I'WIDE. 5'DEEP
J,000 PSI CONCNETE
SECTION B-B STA 1+35
FILLED TRENCH
NN"L CLAD CHAIN UNIX FENCING
NTS 9 •� f SEE STC.DETAIL NO.740
D
z �
o
X APPROVED
Ec
MATTNG
C
D
EXTEND.LOPE TO SWALE 43I0NT•TOM
MATCH EX/SnNG GRADE I '2,ION. T.ZL
EXTEND SLOPE TO R STORM A
MATCH EXISTING GRADE 17,
TA7W 25 YR STORM 0.3'MAX.
NK WATER DUALITY 17-
ATION fTl
LOW HEIGM -_ NAx. WARE OUAUTrFT- EIV-�2 ROCK 2 -S 4
0.3' 0.77' -- FLOW HEIGHT
Y J -- --- _- __ -___-- 0.5' 0.99. 2.3 J"0=c
L///
4j EXTEND LINER SWALE ARE PREEBOARO TREATMENT AREA FR CARO BUFFFA/1NTCATDN
-SwAIE BOTRDM�JJ9.4J
15'ABOVE ND
LINER 4:T Y AREA 6'MINIMUM N10TH AREA AREA
EXTEND(.IKEA ET.EVAix71lSWALE �M SWALEBOTTOM 5 dO A-•59.01 15'ABOVE8
15'ABOVE ELEVATION EO 0 OW M% ONE L W OW MIX S APPROVED 0"
SWAL£BOTTOM T' SEE NCI: S SEE NOTE 6 DISTRICT OR err
ELEVATIONSWALE nAT MOTTO.5.5'TTOM
� 2. 4.�S�WALE 2' 7.0' I' B.9' BOTNIN 2
io
SO MIL.NOPE SMOOTH LINER 50 MIL,HDPE SMOOTH LINER NOTE&
INSTALLED I'DEEP. .WS7ALLED 7'DEEP
1. RE/EY MPEYq%A CWS OE9OV A CaNaiRU:1rW S-ANDMaS•Frill LARDSAPNO
k RET7JiA-NDIIS Nl%LOaO 1=a,-Amaryl,ripaal IIID•UNINO FEMDA%W0.
w 1. PIFOMD_W3A'ION AS MPROVE3 By LYS
j O. 'OTC VATIINO-SALT PW1WWI
S N 1Tt AReAA,EC7xQL1E FOR ALL"Eq ARW,5m SIMILAR
F.S.COCONUT I.i8 1150 AC�PTAaIE
A, 12-MIES Or IOPSOL NALL tK PA®rAl1Q NCUT TFf WA�II DJAOT'i11ACT.
9s SECTION C-C STA 1+20 a COLOhLMae IT C a2D MDC DPLUI TML A OF colt.CWAAP Palo A'_AT'Joe 7REP ND Rm IES C Ina.
CCICIMWL erNi nAA6 ett APPLY AT A aA'S v Iia/Agla.
gY NTS
8
SNOTE: LINER TO BE PLACED OVER COMPACTED SUBGPADE �Er'�``N°INEf�
63 E
as 9 ORFGON°Y a
e; T
74,�°
s
x� W PAUL e>4-
a
err RENEWS: 12/31/2015
issue Date GREENFIELD DRIVE C8C44011
Description Dete O. B PUBL IC WOR DIVISION
y PUBLIC WORKS DEPARTMENT
, APN WATER QUALITY FACILITY REPAIR
13125 S.W.HALL BLVD.
ACARO, OREGON 97227 �
1KXCE• 503-639-4171 7
FAX: 503-624-0752
WWW]IGARO-OR.GOV ILE NI
DE810N:APN DRAWNtAPN CHECK:MW 9PROJI. NO- 94034
DETAIL SHEET 94025