Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
PFI2019-00079
CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT S COMMUNITY DEVELOPMENT Permit#: PFI2019-00079 T E G;A R D 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 05/06/2019 Parcel: 2S106DB23500 Jurisdiction: Tigard Site address: 17480 SW CLEMENTINE ST Subdivision: RIVER TERRACE NORTHWEST Lot: V Project: CWS Sewer-RT Northwest Project Description: Adjacent to 17480 SW Clementine Street. Installation of a new 16"sewer force main connecting from SW Clementine Street to the proposed continuation of force main on SW Roy Rogers Road. Owner: FEES Description Date Amount PFI Permit Fee 04/30/2019 $7,350.00 PHONE: Erosion Control Fee 04/30/2019 $236.40 Contractor: TAPANI INC PO BOX 1900 BATTLE GROUND,WA 98604 PHONE: 360-687-1148 FAX: Applicant: JEFF HART 16060 SW 85TH AVE TIGARD, OR 97224 PHONE: 503-913-9490 Total $7,586.40 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 PFI2019-00079 Type: Condition Name: Status: Severity: PFI_Street Imp 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_Street Imp 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_Street Imp 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_Street Imp 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_Street Imp 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_Street Imp 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_Street Imp 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_Street Imp 08-TRAFFIC CONTROL ADVANCE WARNING Applied Notice Advance warning of traffic disruption shall be provided to the public by placement of an approved advance notification sign at each end of the construction area 72 hours(min.)before initiation of construction work. PFI_Street Imp 09-TRAFFIC CONTROL PROPERTY ACCESS Applied Notice Access to existing properties shall be maintained at all times, including normal delivery service and mail service. Obtain City approval of any access closures. PFI_Street Imp 11 -TRAFFIC CONTROL LIMITED WORK HOURS Applied Notice Hours of construction work on collector and arterial roads will be limited to 9:00 a.m.to 3:00 p.m. unless authorized by the City Engineer. Work will not be permitted on collector and arterial roads between 3:00 p.m.to 9:00 a.m. unless authorized by the City Engineer. PFI_Street Imp 12-TRAFFIC CONTROL MODIFICATION Applied Notice The City reserves the right to add to or modify traffic control requirements as necessary to effectively control traffic and to assure public safety. PFI_Street Imp 13-DRAINAGE CONTROL Applied Notice Drainage shall be controlled within the work site and shall not adversely affect adjacent private property, public property and the receiving system. The City may at any time order corrective action and suspension of work to accomplish effective drainage control. PFI_Street Imp 14-UTILITY NOTIFICATION Applied Notice Oregon law requires following the rules adopted by the Oregon Utility Notification Center. Said rules are set forth in OAR 952-001-0100 through OAR 952-001-0080. Copies of said rules may be obtained from the Center by calling 503-246-1987. If you have any question about the rules,contact the Center. NOTE: Damage to utilities shall be corrected at the permit holder's expense. PFI_Street Imp 15-UTILITY LOCATION CONFLICT Applied Notice Applicant must verify all existing utilities for both vertical elevation and horizontal location prior to start of work(pothole before digging if necessary). Should conflicts arise and redesign or relocation of facilities be necessary, it shall be done at the applicant's expense. Changes must be approved by the City in advance of work.Applicant shall coordinate the work with affected utility agencies. PFI_Street Imp 16-TEMPORARY PATCH Applied Notice A temporary hard-surface patch shall be placed on trenches within roadways at the end of each work shift. Obtain advance approval of patching method. No trench shall be left at any time in an un-safe condition. Applicant is responsible for and is liable for hazards or damage resulting from the prosecution of the work. PFI_Street Imp 17-REPAIR OF EXISTING FACILITIES Applied Notice Work under this permit shall include repair of existing facilities(roads, ditches,etc.)as may be necessary, as determined by the Inspector,to overcome deterioration or damage which occurred in conjunction with the work authorized by the permit. Corrective work shall be done at the applicant's expense. PFI_Street Imp 18-SEWER SYSTEM TEST Applied Notice A sewer system air-test and/or DVD T.V.test report and one set of"As-Builts"shall be provided for review and approval. PFI_Street Imp 19-PRECONSTRUCTION MEETING Applied Notice Before initiating any construction activity,the applicant shall coordinate with the City's inspector, <Insert Name>at<Insert Phone#>,to establish a preconstruction meeting. PFI_Street Imp 20-NOTICE TO COMMENCE WORK Applied Notice The applicant shall notify the City's Inspector twenty-four(24)hours prior to commencing work, prior to any staged inspection, and after completing work covered by the permit. PFI_Street Imp 21 -PERMIT/PLAN ON SITE Applied Notice A copy of the permit including a Certificate of Insurance, and all attachments,and a copy of the approved construction plan and all amendments shall be readily available at the work area. All work shall conform to the permit terms, conditions and provisions and to the City approved permit plans, and approved plan amendments and to the City's standards and specifications and to these General Conditions. Changes to any of these must be approved by the City, in advance of work performance. PFI_Street Imp 22-DAILY INSPECTION REPORTS Applied Notice Applicant shall submit daily inspection reports,on a weekly basis,to the City's Inspector. PFI_Street Imp 23-MONUMENT PROTECTION Applied Notice Existing monuments, property corners,and survey markers shall be protected. Replacement shall be at the permit holder's expense. PFI_Street Imp 24-VALIDATION OF MATERIAUCONSTRUCTION Applied Notice The City's Inspector may, at his discretion, require tests and or reports from the applicant to validate claims of material or construction adequacy/compliance. Such tests/reports shall be provided at the applicant's expense. PFI_Street Imp 25-EMERGENCY CONTACTS Applied Notice Provide to the City inspector, in writing,the names and 24 hour emergency telephone number of two(2)persons who have authority to resolve problems,take corrective action and, in general,will be responsible in case of any emergency. The applicant shall notify the City Inspector, in writing, of any/all assignment changes. PFI_Street Imp 26-RIGHT OF ENTRY/EASEMENTS Applied Notice Applicant to obtain proper right-of-entry and/or easements prior to starting work. Proof of right-of-entry or properly executed easements,shall be provided to the City. The City shall in no way be construed to be liable for the applicant's failure to obtain or provide for proof of right-of-entry or easements. PFI_Street Imp 27-PRIVATE PROPERTY AGREEMENTS Applied Notice Provide the City a copy of an executed agreement[s]from the owner for each private property disturbed by construction activity. PFI_Street Imp 28-AS-BUILT DRAWING Applied Notice One as-built drawing showing all new public improvements, including any revision made to the previously approved construction plans and, also, any improvement which may impact an existing public system or facility,shall be provided to the City by a registered civil engineer along with an engineer's certification of installation compliance(Certificate of Compliance). PFI_Street Imp 31 -OTHER Applied Notice RECEIVED MAR 12 2019 CITY OF TIGARD PLANNING/ENGINEERING River Terrace South Pump Station Project: North Pump Station Second Forcemain Clean Water Services Public Infrastructure Improvement Permit Submitted 3/12/2019 City of Tigard 11111 RECEIVED n PUBLIC WORKS — ENGINEERING MAR 12 2019 ' . Y OFT ARD Public Facility Improvement (PFI)L1 'T TIGARD e, %•, TYPE OF WORK DESCRIPTION OF WORK(in the right-of-way) ❑ TYPE 1—Franchise Utility Work Check one: ® Utilities El Sidewalk/driveway approach El Streetimprovements performed by NWN, PGE Detailed description: and/or utility agency. Installation of a new 16" sewer force main connecting from SW El TYPE 2-Sidewalk/Driveway/Sewer Clementine Street to the proposed continuation of force main on SW Work performed for the purpose of: Roy Rogers Rd. • Sidewalk installation or repair. • Driveway approach installation Property address/location(s): and/or repair River Terrace Northwest subdivision, Tigard, OR • Sanitary sewer lateral installation Ir'nf(t't 2 1CtiD162 2j514-) and/or main line tap TYPE 3—Full scale Development Applicant: Clean Water Services Work performed with Land use Address: 16060 SW 85th Ave approval which includes any of City/state: Tigard, OR Zip: 97224 the following: Phone: (503)913-9490 Email: HartJ@CleanWaterServices.org • Subdivisions or Partitions Contact name: Jeff Hart Phone: (503)913-9490 • Street widening • Mainline installation for Sanitary Ta ani Inc. sewer, Storm sewer, Tigard water Contractor: p and/or Tigard Water Service Area •CB#: 63434 Expiration:1/22/2021 ddress: 1904 SE 6th Place SUBMIT COMPLETED APPLICATION TO: City/state: Battle Ground, WA Zip:98604 City of Tigard Phone:360-216-5159 Email: BrandonF@Tapani.com Planning/Engineering 13125 SW Hall Blvd. Contact name: Brandon Farmer Phone: 360-216-5159 Tigard,OR 97223 Applications for"minor work in right-of-way" Engineer: Murraysmith only may be emailed to: Address: 888 SW 5th Ave xowpermits@tigard-or.gov City/state: Portland, OR Zip: 97204 FOR STAFF USE ONLY Phone: 503-225-9010 Email: Freeda.Crow@murraysmith.us Case No.: 12.0 i- CCU-ICI Contact name: Freeda Crow Application submittal fee(.07%of Engineer's Estimate) $ Estimated value of work is required(if over$5,000):$ 105,000 Additional fees: $ (within the public right-of-way) Application accepted: By: 61-- Date: 121 Ki Is work related to a LAND-USE DECISION? E Yes El No If so,please specify (MLP, SDR,SUB,etc.) case#: SLR2018-00006 Application By: kC.-rnevieweD Date: Is work related to a BUILDING PERMIT? El Yes ❑ No Applicant notified: If so,please specify(BUILDING PERMIT)case#: By: Date: • I\ENG\PermitApplications\pfi application Effective 10/16/2017 a�.wxvm,w•an�ra ,;xo.. aranx «�.n.:r..aroAw,v..n. ramr�awe.,mmeay.,m,xrna€arvmna enm xr sw�ay.a +.ax sw,n,wce xs..+.rx» ., ,z ,..mss.„.;,re w mn ,mom ,<, ,_:.:;n�__-. City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 1 of 4 APPLICANTS NOTE: Person specified as"Applicant"shall be designated"Permittee"and shall provide financial assurance for work,if required by the city pursuant to TMC 15.041.140. * 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 any recorded deed restrictions that may be attached to or imposed upon the subject property. • 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 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. ,, ,, Jeff Hart 3111.1141 •pplica t Authorized Agent's signature Print name Date SIGNATURES of each owner of the subject property, if required. Owner's signature Print name Date Owner's signature Print name Date Owner's signature Print name Date • PUBLIC FACILITY IMPROVEMENT PERMIT City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 2 of 4 DEVELOPMENT ENGINEERING FEES FOR STAFF USE ONLY Public Facility Improvement(PFI)Permit: DETAILED SUBMITTAL • APPLICATION FEE REQUIREMENTS Part 1: Required submittal fee$300.00 FRANCHISE UTILITY AND SIDEWALK/ PERMIT FEE DRIVEWAY AND UTILITY Part 2: All non-water system improvements CONNECTIONS,ETC. Engineer's estimate X 5%(less$300.00 submittal fee) (work in the right of way) Engineer's estimate X 2%Plan Review Sketch (including information below) WATER SYSTEM FEE ❑ Dimensions Part 3: All public water system improvements ❑ Street Name Engineer's estimate X 12% ❑ Site Address PFI Permit Fee Exemptions: FULL SCALE DEVELOPMENT There will be no permit fee charged,or assurance required for the following types of work: (Subdivisions/Partitions and Street Improvements) • Sidewalk repair(less than 20 lineal feet) • Relocate or replace mailbox Design Plans • Ditch cleaning that does not involve regrading. (6 sets,24x36 or 22x34) • Weep hole repair ❑ Cover—Site,Vicinity,Abbreviation,Legend • Curb repair or replacement(less than 20 lineal feet) ❑ General Notes(City,Water,Sewer,etc.) • Lawn sprinkler system installation or repair ❑ Street(Plan,Profile) • Street tree pruning or planting 0 Water,Storm and Sanitary(Plan Profile) • Planter strip landscape maintenance 0 Water Quality Facilities • Test wells 0 Grading • 0 Landscaping/Tree Plan ❑ Composite Utility Plan(Electrical,Phone,Gas, Note: A cash assurance may be required per Storm,Sanitary,Water,Signage,Street Lights,etc) TMC 15.04.140.(customer deposit) 0 Details 0 Traffic Sight Distance ❑ Signing and Striping O Street Light Plan and Photometric ❑ Engineers seal/signature ❑ Sheet label(project land use name,revision and plan log block,dates and sheet numbers.) Additional Submittals (per Land Use conditions) ❑ Traffic Report ❑ Storm water Drainage Calculations ❑ Geotechnical Report ❑ Preliminary Access Report(Sight Distance) ❑ Proposed Plat O Pathway Design(if applicable) O Water Department Approval ❑ Engineer's Construction Estimate • PUBLIC FACILITY IMPROVEMENT PERMIT City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-71S-2421 • Page 3 of 4 murraysmith • Date: March 11, 2019 ATTN: Mr. Khoi Le City of Tigard Engineering Department 13125 SW Hall Blvd Tigard, OR 97223 Re: Sensitive Lands Review SLR2018-00006 River Terrace North Second Force Main Public Facilities Improvement (PFI) permit submittal Dear Khoi, • The objective of this letter is to obtain a Public Facilities Improvements (PFI) Permit from the City's Engineering Department to perform sanitary sewer force main installation work within the City of Tigard included as part of Clean Water Services' (CWS) River Terrace South Pump Station and Force Main Project No. 6827 and Roy Rogers Gravity Project No. 6883. The portion of this project occurring within the City of Tigard and associated with this permit application will be referred to as the River Terrace North Second Force Main project and was conditionally approved by the City of Tigard's Community Development Department per Notice of Type II Decision (the Decision) dated February 12th, 2019 in regards to Sensitive Land Review#SLR2018-00006. The following information and attached supporting documents and plans are being provided to address the requirements listed as Conditions of Approval Items No. 5 through No. 11, for the River Terrace North Second Force Main project as included in Section II of the Decision. Identification of where the required information is found is provided below. Conditions from the Notice of Decision: THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO COMMENCING ANY ONSITE IMPROVEMENTS INCLUDING GRADING, EXCAVATION AND/OR FILL ACTIVITIES: • 5. Improvements associated with public infrastructures including street and right of way dedication, utilities, grading, water quality and quantity facility, streetlights, easements, 888 SW 5th Avenue,Suite 1170.Portland,OR 97204 P 503.225.9010 I www.murraysmith.us Mr.Khoi Le Page 2 March 11,2019 • easement locations, and utility connection for future utility extensions must be designed in accordance with the following codes and standards: • City of Tigard Public Improvement Design Standards • Clean Water Services (CWS) Design and Construction Standards • Tigard Community Development Codes, Municipal Codes • Fire Codes • Other applicable County, State, and Federal Codes and Standard Guidelines These codes and standards have been complied with to the best of our knowledge, and City of Tigard standard details have been incorporated where applicable. See attached Plans. 6. Improvements associated with public infrastructures including street and right of way dedication, utilities, grading, water quality and quantity facility, streetlights, easements, easement locations, and utility connection for future utility extensions are subject to the City Engineer's review, modification, and approval. See attached sheets GD-1, GD-4, GD-6, GD-7 and NFM-3 thru NFM-9. 7. Prior to commencing site improvements, a Public Facility Improvement (PFI) Permit is required for this project to cover all infrastructure work including the restoration and any other work in the public right-of-way and public easement. Four(4) sets of detailed public • improvement plans must be submitted for review to the Engineering Department. An Engineering cost estimate of improvements associated with public infrastructures including but not limited to street, street grading, utilities, stormwater quality and water quantity facilities, sanitary sewer, streetlights, franchise utilities, and landscapes must be required at the time of PFI Permit submittal. NOTE: these plans are in addition to any drawings required by the Building Division and should only include sheets relevant to public improvements. Public Facility Improvement permit plans must conform to City of Tigard Public Improvement Design Standards, which are available at City Hall and the City's web page (www.tigard-or.gov). A PFI permit application was submitted to the City on 3/12/19. Construction costs are as follows: Item to be Constructed Cost for work within right- of-way only Erosion Control $2,900 Traffic Control $10,000 • Mr. Khoi Le Page 3 March 11,2019 . Demolition of Existing Features (removal of AC, curb, and $10,000 sidewalk) Clearing and Grubbing $0 Replacement of Existing Features (trench patch, curb, $15,500 gutter, sidewalk) Landscape Restoration $0 2-inch Grind & Inlay (assumed 173 tons AC at $120/ton $20,760 required, total area 10,250 ft2) Install Force Main $43,900 Potholing,Testing, & Punchlist $ 1,940 Total Cost Within the ROW $105,000 8. Prior to commencing site improvements, submit to Engineering Division as a part of the PFI Permit copies of the recorded sanitary sewer easements in areas outside of the right of way for the City record. • The recorded easements for Tracts M, 0, P, and R have been included as an attachment to this submittal. It is our understanding that easements for Tracts S and T will be signed by the City of Tigard and recorded once construction has been completed. Easements for Tract W are projected to be finalized soon and will be submitted to the City as soon as they are recorded. All temporary and permanent easement limits (existing and proposed) are shown on the attached plans. 9. Prior to commencing site improvement, submit to Engineering Division as a part of the PFI Permit site plans showing the restoration of streets, parks, and tracts that are impacted by the construction of the sanitary sewer force main. The restoration of the streets may require full street pavement overlay. The restoration of the parks and tracts outside of the right of way must be in kind and in accordance with directions from the City of Tigard and Polygon who is currently responsible for the maintenance of the areas. Additionally, the City may require joint restraints on the portion of the sanitary sewer force main located near the City water main. Surveyed monuments impacted by the construction must be reset in accordance with Washington Surveyor Office's standards. Drawings showing restoration of all impacted features are included in the attached plans. See attached sheets NFM-8 and NFM-9 for restoration details, and sheets NFM-12 through NFM-18 for landscape plans. 1111 Mr.Khoi Le Page 4 March 11,2019 • 10. Prior to commencing site improvements, an erosion control plan must be provided as part of the PFI Permit drawings. The plan must conform to the "CWS Erosion Prevention and Sediment Control Design and Planning Manual" (current edition) and submitted to City of Tigard with the PFI plans. Clean Water Services Design and Construction Standards also regulate erosion control to reduce the amount of sediment and other pollutants reaching the public storm and surface water system resulting from development, construction, grading, excavating, clearing, and any other activity which accelerates erosion. According to CWS regulations, the applicant is required to submit an erosion control plan for City review and approval prior to issuance of City permits. The Federal Clean Water Act requires that a National Pollutant Discharge Elimination System (NPDES) erosion control permit be issued for any development that will disturb one or more acre of land. Since this site is over five acres, the developer will be required to obtain an NPDES permit from the City prior to construction. This permit will be issued along with the site and/or building permit. Erosion and sediment control plans are included as part of attached plans.All CWS guidelines have been followed.See these plans for permit review. Note that the total site/disturbed area was calculated at 0.98 acres, so this project may be eligible for the 1200CN permit or exemption. Feel free to give me a call if there are any question as you review the information provided. Thank you for your time. Sincerely, MURRAYSMITH Justin Luce, PE Project Engineer Washington County,Oregon 2018.010388 02/12/2018 12:26:59 PM D-E Cnt=1 Stn=30 RECORDS1 RETURN TO: Clean Water Services $45.00$5.00$11.00$20.00-Total=$81.00 • Mail Stop 10 2550 SW Hillsboro Highway 11111111111111 1111111 1111 III 11111 Hillsboro, OR 97123 02363131201800103880090094 I,Richard Hobernicht,Director of Assessment and .'•m Project: 6827-River Terrace South Pump Station Taxation and Ex-Officio County Clerk for Washington County,Oregon,do hereby certify that the within Tax Lot Nos.: 2S 106DB22800 (Tract M) Instrument of writing was recdved a d re orded In the book of records of said couu � chfy 2S 106DC 16200 (Tract 0) Richard Hobernicht,Director of Assessment and • 2S106DB23000 (Tract P) Taxation,Ex-Officio County Clark 2S106DB23200 (Tract R) Square Feet: Permanent—9,364 SF Temporary— 1,784 SF EASEMENT FOR SANITARY SEWER Name of GRANTOR: River Terrace Northwest Homeowners Association, an Oregon nonprofit corporation Address: 1200 NW Naito Parkway, Suite 650, Portland, OR 97209 GRANTOR, owner of the property described herein, does hereby grant and convey unto Clean Water Services, GRANTEE, a non-exclusive right to lay down, construct and perpetually maintain sanitary sewer (or sewers) on,through, under, over and along the property described on Exhibit A-1 attached hereto and by this reference incorporated herein(the"Sewer Easement Area") and a non-exclusive right to perform construction staging activities, including the ingress and egress of construction equipment and the placement and storage of construction materials, related to the initial installation of the sanitary sewer(sewers) in the Sewer Easement Area on,through, over and along the property described on Exhibit A-2 attached hereto and • by this reference incorporated herein(the "Temporary Construction Easement Area") and together with the Sewer Easement Area(the"Easement Area"). The easements are subject to all existing easements and other matters of record and shall run with the land and shall be binding upon and shall inure to the benefit of the parties hereto,their heirs, successors and assigns. No structure shall be erected in either the Sewer Easement Area or the Temporary Construction Easement Area without the written consent of GRANTEE as long as the applicable easement is in effect, which consent shall not be unreasonably withheld. This grant is made subject to the requirements and conditions set forth on Exhibit B attached hereto and by this reference incorporated herein. This grant is made subject to no other conditions except as set forth herein and on Exhibit B. GRANTEE shall not have any responsibility for pre-existing environmental contamination of the Easement Area or for environmental contamination of the Easement Area caused by GRANTOR or any third party unless the environmental contamination was caused by an employee, contractor or agent of GRANTEE acting within the course and scope of their employment with GRANTEE. The easement granted herein with respect to the use of the Temporary Construction Easement Area will automatically extinguish and terminate upon acceptance by GRANTEE of the completed sewer in the adjoining Sewer Easement Area. The consideration for this grant is nonmonetary. The granting of the foregoing easements by GRANTOR were approved in accordance with ORS 94.665. • [Signature Page Follows] {00755747;3} Page 1—Easement for Sanitary Sewer RIVER TERRACE NORTHWEST HOMEOWNERS II ACCEPTED ASSOCIATION, an Oregon nonprofit corporation I--) • , i By: , _ By: General Manager or De: gn Name: K,. Clean Water Services Title: President APPROVED AS TO FORM By: , if - Name: 1 k(7trG.n 71(4 fjl Title: Secretary District C unsel Date: r/J1.( Q_ osla 1 C NOTARIZE DOCUMENT BELOW STATE OF V✓�- ...8--O/J ) ) County of 1IJOk c A/ 7 D ) ) This instrument was acknowledged before me on f C(yU arthwe0 1411-r1r (date) by b / as President of River Terrace Nost Homeowners Association, an Oregon profit corporation. lb sl'a OFFICIAL STAMP t' (c-------) 1 ""�''"�.A TONI M STANHOPE r) 1 ). A ? is, NCOTARIY PUBLIC•O9REGON (' NotaryPublic (I "' MY COMMISSION OCTOBER 052021 ftffj STATE OF OLt-&4--) ) County of 1,(1 wn( G' (1 ) Tis instrument was acknowledged before me on U 4a d), ,pZ 0 f (date) by L /c, ntrfor a.6 O as Secretary of River Terrace NMiwest Homeowners Association, an Oregon nonprofit corporation. ' il/ ‘ /‘ <S----------a- [ter OFFICIAL STAMP Notary Public TONI M STANHOPE 11 " "" " NOTARY PUBLIC-OREGON) COMMISSION NO.967440 l) _ MY COMMISSION EXPIRES OCTOBER OS,2021( • {00755747;3) Page 2—Easement for Sanitary Sewer • Ibiq PBS Exhibit A-1 Legal Description for a Sewer Easement Being a strip of land situated in a portion of Tracts M, 0, P, and R of"River Terrace Northwest", a subdivision located in the Southeast Quarter of Section 6, Township 2 South, Range 1 West, Willamette Meridian, City of Tigard, Washington County, Oregon, said strip of land being more particularly described as follows: COMMENCING from the Southeast corner of Lot 215 of said "River Terrace Northwest"; Thence along the Westerly line of Tract"M" of said"River Terrace Northwest" and the arc of a 1072.89 foot radius curve to the right, through a central angle of 00°22'26" (the long chord of which bears South 18°30'48" East, 7.00 feet), an arc distance of 7.00 feet to the TRUE POINT OF BEGINNING; Thence North 71°17'57" East, leaving said Westerly line of Tract"M", a distance of 10.00 feet to a point on the Westerly right-of-way line of SW Roy Rogers Road and the beginning of a 1082.89 foot radius non-tangent curve to the right; • Thence along said Westerly right-of-way line and the arc of a 1082.89 foot radius curve to the right, through a central angle of 01°03'30" (the long chord of which bears South 17°48'03" East, 20.00 feet), an arc distance of 20.00 feet to a point; Thence South 71°17'57"West, leaving said Westerly right-of-way line, a distance of 142.31 feet to an angle point; Thence North 63°49'02"West, a distance of 55.52 feet to an angle point; Thence South 66°50'04"West, a distance of 163.25 feet to an angle point; Thence North 81°06'16"West, a distance of 149.57 feet to an angle point; Thence North 63°22'08"West, a distance of 47.40 feet to an angle point in the Northerly line of said Tract"0"; Thence South 80°13'08" East, along said Northerly line, a distance of 193.81 feet to the Southeast corner of said Tract"S"; Thence North 34°41'49"West, along the Easterly line of said Tract"S", a distance of 11.81 feet to a point; Thence South 81°06'16" East, leaving said Easterly line, a distance of 3.33 feet to an angle point; 111 • Thence North 66°50'04" East, a distance of 166.69 feet to an angle point; Thence South 63°49'02" East, a distance of 56.45 feet to an angle point; Thence North 71°17'57" East, a distance of 124.36 feet to the TRUE POINT OF BEGINNING. Contains in all 9,364 square feet or 0.215 acres, more or less. See Exhibit Map attached hereto. Bearings based on the State Plane Coordinate System (Oregon North Zone 3601) REGISTERED PROFESSIONA LAND S RVEY• -----77-77OREGON JULY IS,1962 TERRY GOODMAN 1989 • RENEWAL DATE: 6-30-19 • • • • EXHIBIT MAPN, LINE TABLE SEWER EASEMENT 211 �0.c 13 UNE LENGTH DIRECTION C. DECEMBER 1, 2017 213 L1 10.00' N7117'57"E 10 13 POINT OF T� COMMENCEMENT C1 Z V2:...14, 215 L1 69POINT OF TRACTS TRACT P S63'49'02"E BEGINNING -. 14"E 9 y 56.45' ..\l'S1 �.� •••.••. 0 111"k:15 ik.:114c..ifi S81'06'16"E1.0 i..'.. 3• ?' S8013'0$"E 3.33' '•'•'•'•'•'•• SS 902, • 5 TRACT M N6,3,1 193.81' N34'41 49 W �. ....,.....•✓ S2. W 4) 08yk�....... ...�.ti 11.81' ..v.-.........-...:-- S66'50'04"W �- 163.25' N$1'06'16"W •149.5;7"� ,_,_... .'.`'-'.,... .'••'.•., li VARIES SEWER EASEMENT 20' P C, S 9,364 SO. FT. R 0.215 ACRES TRACT 0 �� ''S N''' Ocl- 141 CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH Ct 7.00' 1072.89' 000'22'26" 518'30'48"E 7.00' k‘•ww'_ l PBS C2 20.00' 1082.89' 001'03'30" S17'48'03"E 20.00' DRAWN BY: RFS SCALE: 1"=60' 12/1/2017 N CHECKED BY: TLG JOB NO.: 71090.000 SHEET 1 OF 1 • IM PBS Exhibit A-2 Legal Description for a Temporary Construction Easement Being a five foot wide strip of land situated in a portion of Tracts M, 0, P, and R of"River Terrace Northwest", a subdivision located in the Southeast Quarter of Section 6,Township 2 South, Range 1 West,Willamette Meridian, City of Tigard, Washington County, Oregon, said strip of land being more particularly described as follows: COMMENCING from the Southeast corner of Lot 215 of said "River Terrace Northwest"; Thence along the Westerly line of Tract"M"of said"River Terrace Northwest"and the arc of a 1072.89 foot radius curve to the right, through a central angle of 01°26'31" (the long chord of which bears South 17°58'45" East, 27.00 feet), an arc distance of 27.00 feet to the TRUE POINT OF BEGINNING"A"; Thence North 71°17'57" East, leaving said Westerly line of Tract"M", a distance of 10.00 feet to a point on the Westerly right-of-way line of SW Roy Rogers Road and the beginning of a 1082.89 foot radius non-tangent curve to the right; 1111 Thence along said Westerly right-of-way line and the arc of a 1082.89 foot radius curve to the right, through a central angle of 0095'53"(the long chord of which bears South 17°08'21" East, 5.00 feet), an arc distance of 5.00 feet to a point Thence South 71°17'57"West, leaving said Westerly line, a distance of 144.23 feet to an angle point; Thence North 63°49'02"West, a distance of 55.29 feet to an angle point; Thence South 66°50'04"West, a distance of 152.97 feet to an angle point; Thence North 81°06'16"West, a distance of 9.42 feet to an angle point; Thence North 66°50'04"East, a distance of 163.25 feet to an angle point; Thence South 63°49'02"East, a distance of 55.52 feet to an angle point; Thence North 71°17'57" East, a distance of 132.30 feet to the TRUE POINT OF BEGINNING «A ALSO INCLUDING a five foot wide strip of land being more particularly described as follows: COMMENCING from the Southeast corner of Tract"S"of said"River Terrace Northwest"; • • Thence North 34°41'49"West, along the Easterly line of said Tract"S", a distance of 11.81 feet to the TRUE POINT OF BEGINNING "B"; Thence North 34°41'49"West, continuing along said Easterly line, a distance of 6.90 feet to a point; Thence South 81°06'16" East, leaving said Easterly line, a distance of 16.07 feet to an angle point; Thence South 66°50'04"West, a distance of 9.42 feet to an angle point; Thence North 81°06'16" West, a distance of 3.33 feet to the TRUE POINT OF BEGINNING "B" Contains in all 1,833 square feet or 0.042 acres, more or less. See Exhibit Map attached hereto. Bearings based on the State Plane Coordinate System (Oregon North Zone 3601) REGISTERED Ni ii • LAND SU VEYOR / '''' ''::7—;--r —-,.l 140. OREGON JULY t0.lobe TERRY GOODMAN 1989 f RENEWAL. DATE: 6-30-19 • • • • EXHIBIT MAP o 212 TEMPORARY CONSTRUCTION EASEMENT ` 214 �0.0 1 • DECEMBER 1, 2017 POINT OF �° 9 9 \ COM ENCEMENT "A" 0 TRACT S \ �� TRACT P n-41- -10 215 N71'17'57"E TEMPORARY 7 4!' .000000 Z ,POINT OF v 10.00' CONSTRUCTION �.• BEGINNING "A" A v 49 SQ. EASEMENT FT A S6 2 ----•� 3• a �� 'IS0.001 ACRES 8 .�irr. SSS,,2 `-�'51,�.�•%'2. SEWER 20' i 5 N �S2. F .-1� �� "w t� EASEMENT L4 i ......N..5':::-:.: 49' • `�'ii 5iN� TRACT M L3POINT Oh . .i g1 SS .. 4;17 -"--. . o2- 5' 2 -.... BEGINNING "BF L5 ��•ei.1`*� 1 TEMPORARY -POINT LOF /5665 CONSTRUCTION 41* EASEMENT COMMENCEMENT "B" TRACT 0 1,784 SQ. FT. N81'06'16"W 9.42' 0.041 ACRES c, : G UNE TABLE ,,� R UNE LENGTH DIRECTION 0 L2 11.81' N34'41'49"W L3 6.90' N34'41'49"W L4 16.07' S81'06'16"E L5 9.42' S66'50'04"W L6 3.33' N81'06'16-W CURVE TABLE „ „„,14 13 s CURVE LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH C3 27.00' 1072.89' 001'26'31” S17'58'45"E 27.00' DRAWN BY: RFS SCALE: 1"=60' 12/1/2017 C4 5.00' 1082.89' 00015'53" S17'08'21"E 5.00' CHECKED BY: TLG JOB NO.: 71090.000 SHEET 1 OF 1 • EXHIBIT B EASEMENT REQUIREMENTS AND CONDITIONS 1. GRANTEE will grind and overlay the full width of all pavement in the Tract P alley that GRANTEE damages or removes during construction in the Easement Area. 2. GRANTEE will grind and overlay the full width of all public street pavement that GRANTEE damages or removes during construction in the Easement Area. 3. GRANTEE will restore all infrastructure that it damages during construction in the Easement Area including, but not limited to: a. Curbs, pavement and hardscape; b. Trails, paths and fences; c. Landscaping and irrigation; and d. Community amenities that are part of the detention ponds and park site. 4. GRANTEE's construction plans for the River Terrace South Pump Station (Plans)will not materially change the operations and flow of the detention ponds. GRANTOR will be given the opportunity to review and comment on the Plans prior to construction. 5. Prior to entering onto the Easement Area and thereafter for the duration of the period that GRANTEE is utilizing the Easement Area, GRANTEE shall cause its contractors to maintain, in full force and effect, general liability insurance issued by a company or companies licensed to do business within the State of Oregon with a policy coverage limit of not less than$2,000,000 per occurrence and in the aggregate and workers compensation insurance as required by law. GRANTOR shall be named as an • additional insured on all such general liability insurance policies.GRANTEE shall deliver to GRANTOR certificates of insurance evidencing the foregoing insurance prior to the commencement of any work in the Easement Area. 6. GRANTEE shall, within the limits of the Oregon Tort Claims Act, indemnify GRANTOR and its members against all claims made by any person for damages to the extent arising from the negligent acts or omissions or intentional misconduct of GRANTEE, its employees,contractors or agents that may occur while working in the Easement Area. 7. GRANTEE shall ensure that all work performed in the Easement Area will be paid for and will prevent any lien from being filed against GRANTOR'S property due to non-payment for labor or materials or otherwise related to the work. GRANTEE and its employees, contractors and agents shall comply with all applicable laws while working in the Easement Area. GRANTEE will repair all damage to GRANTOR's property caused by work done in the Easement Area by GRANTEE or any of its employees,contractors or agents, and will repair such damage promptly at no cost to GRANTOR. 8. GRANTEE accepts the Easement Area in its present"AS-IS"condition and GRANTOR shall not be liable or responsible for any damage to property or injury to person or loss of life that may result to GRANTEE or any of its employees, contractors or agents arising from or related to the condition of the Easement Area or the use thereof. 9. If a suit or action is instituted to enforce or interpret any provision of this easement agreement, the prevailing party shall be entitled to recover from the losing party such amounts as the court may adjudge reasonable as attorneys' fees at trial or on appeal, in addition to all other amounts provided by law. • {00755747;3} • Other Easements: - Tract S and T are with the City of Tigard.The City has requested to record the easement after construction is complete. - Tract W is with Polygon.The easement should be completed within two weeks. • • El , .....1 „.,,,,,„., _ _ • CleanWater Services Our commitment is clear. RIVER TERRACE SOUTH PUMP STATION AND FORCE MAIN PROJECT NO . 6827 AND ROY ROGERS GRAVITY PROJECT NO . 6883 VOLUME 5 OF 5ITEM: DEFERRED SUBMITTALS SPECIFICATION: CITY OF T I G A R D PERMIT S ET AGGREGATE PIER FOUNDATION SYSTEM 02255 JULY 2018 . METALSTAIRWAY 05500 MANUFACTURED TRUSSES 06100 ELECTRICAL, INSTRUMENTATION AND CONTROL ® MECHANICAL EQUIPMENT LATERAL SEISMIC SUPPORT 01611 and 15000'5 86 E-1 ELECTRICAL LEGEND AND ABBREVIATIONS INDEX OF DRAWINGS ELECTRICAL EQUIPMENT LATERAL SEISMIC SUPPORT 01611 and 16000'5 87 E-2 P&ID LEGEND AND SYMBOLS STRUCTURAL SEE SHEET 5-1 88 E-3 ELECTRICAL ONE-LINE DIAGRAM tn 89 E-4 ELECTRICAL POWER UTILITY SERVICE SITE PLAN d PROJECT GENERAL SHEETS -5 ELECTRICAL SITE PLAN _ Know what's below. 990 E-6s ELECTRICALS UILDING POWER PLAN o GENERAL Call before you dig. TRAFFIC CONTROL 92 E-7 ELECTRICAL BUILDING LIGHTING AND RECEPTACLE PLAN N 1 G-1 TITLE SHEET AND INDEX OF DRAWINGS 48 TC-1 ROY ROGERS ROAD TRAFFIC CONTROL ADVANCE SIGNING 93 E-8 ELECTRICAL BUILDING COMMUNICATION PLAN 2 2 G-2 INDEX OF DRAWINGS-CONTINUED,AND SURVEY CONTROL POINTS 49 TC-2 ROY ROGERS ROAD TRAFFIC CONTROL PLAN-1 94 E-9 ELECTRICAL MCC ELEVATION DETAIL AND SCHEDULE p 95 E-10 ELECTRICAL INSTALLATION DETAILS p 3 G-3 PROJECT OVERVIEW MAP 50 TC-3 ROY ROGERS ROAD TRAFFIC CONTROL PLAN-2 10 LL 4 G-4 GENERAL NOTES 51 TC-4 ROY ROGERS ROAD TRAFFIC CONTROL PLAN-3 96 E-11 ELECTRICAL PUMP STATION P&ID(1 of 4) 5 G-5 ABBREVIATIONS 52 TC-5 ROY ROGERS ROAD TRAFFIC CONTROL PLAN-4 97 E-12 ELECTRICAL PUMP STATION P&ID(2 of 4) 6 G-6 SYMBOLS AND LEGEND 53 TC-6 ROY ROGERS ROAD TRAFFIC CONTROL PLAN-5 98 E-13 ELECTRICAL PUMP STATION P&ID(3 of 4) L) 7 G-7 RIVER TERRACE SOUTH MP STATION DESIGN DATA SUMMARY TABLE 54 TC-7 ROY ROGERS ROAD TRAFFIC CONTROL PLAN-6 99 E-14 ELECTRICAL PUMP STATION P&ID(4 of 4) Z AND SYSTEM HEAD-CAP ITY CURVES 55 TC-8 ROY ROGERS ROAD TRAFFIC CONTROL PLAN-7 100 E-15 ELECTRICAL SYSTEM COMMUNICATION BLOCK DIAGRAM Z 8 G-8 RIVER TERRACE NORTH P P STATION DESIGN DATA SUMMARY TABLE 56 TC-9 BEEF BEND ROAD TRAFFIC CONTROL ADVANCE SIGNING AND TRAFFIC 101 E-16 ELECTRICAL CONTROL SCHEMATICS PUMP WIRING DIAGRAM a AND SYSTEM HEAD-CAPAC CURVES CONTROL PLAN 102 E-17 ELECTRICAL LIGHTING CONTROL PANEL AND LIGHT POLE DETAIL 0 9 G-9 RIVER TERRACE SOUTH PU STATION-CODE SUMMARY 103 E-18 ELECTRICAL CONTROL SCHEMATICS RTU r,i 104 E-19 ELECTRICAL FLOWMETER LOOP DIAGRAM 00 GENERAL DETAILS RIVER TERRACE SOUTH-PUMP STATION 105 E-20 ELECTRICAL LEVEL CONTROLLER LOOP DIAGRAM 10 GD-1 GENERAL DETAILS-1 106 E-21 ELECTRICAL LEVEL SWITCH&BEACON LOOP DIAGRAM 107 E-22 ELECTRICAL GENERATOR LOOP DIAGRAM N 11 GD-2 GENERAL DETAILS-2 RIVER TERRACE NORTH CIVIL 108 E-23 ELECTRICAL ATS LOOP DIAGRAM 12 GD-3 GENERAL DETAILS-3 57 C-1 SITE PLAN 19 E-24 ELECTRICAL VFD-01 LOOP DIAGRAM 113 GD-4 GENERAL DETAILS-4 I SECOND FORCE MAIN PROJECT 58 C-2 GRADING PLAN 110 E-25 ELECTRICAL VFD-02 LOOP DIAGRAM 6 14 GD-5 GENERAL DETAILS-5 3 15 GD-6 GENERAL DETAILS-6 SHEETS, TYP 59 C-3 PIPING PLAN 111 E-26 ELECTRICAL VFD-03 LOOP DIAGRAM 60 C-4 SANITARY SEWER PROFILE 112 E-27 ELECTRICAL AIRGAP DISCONNECT ENCLOSURE 16 GD-78 GENERAL DETAILS-7 8 61 C-5 CIVIL DETAILS-1 113 E-28 ELECTRICAL PANEL SCHEDULES 17 GD-8 GENERAL DETAILS-8 62 C-6 CIVIL DETAILS-2 114 E-29 ELECTRICAL CIRCUIT SCHEDULES SHEET 1 19 GD-10 GENERALDETAILS-1INCLUDED WITH CITY OF TIGARD GENERAL DETAILS- O 115 E-30 ELECTRICAL CIRCUIT SCHEDULES SHEET 2 0 N ARCHITECTURAL 116 E-31 ELECTRICAL HVAC CONTROL SCHEMATICS 70 (; -11 R F TIS-11 o f1 GFNF AI Tl TA 21 GD-12 GENERAL DETAILS-12 PERMIT SET NN 63 A-1 ARCHITECTURAL FLOOR PLAN AND SECTION i. 22 GD-13 GENERAL DETAILS-13 64 A-2 BUILDING ELEVATIONS LANDSCAPING 23 GD-14 GENERAL DETAILS-14 65 A-3 ARCHITECTURAL DETAILS-1 117 L-1 PUMP STATION LANDSCAPE PLAN a, 24 GD-15 GENERAL DETAILS-15 66 A-4 ARCHITECTURAL DETAILS-2 118 L-2 PUMP STATION LANDSCAPE DETAILS ° 25 GD-16 GENERAL DETAILS-16 STRUCTURAL cn EROSION AND SEDIMENT CONTROL 67 5-1 GENERAL STRUCTURAL NOTES RIVER TERRACE SOUTH-FORCE MAIN U 26 ESC-1N EROSION AND SEDIMENT CONTROL COVER SHEET 1200-C PERMIT SET 68 S-2 QUALITY ASSURANCE PLAN AND NOTES L 27 ESC-2 EROSION AND SEDIMENT CONTROL NOTES 69 5-3 ROOF FRAMING,FOUNDATION PLAN,AND STRUCTURAL NOTES 0 28 ESC-3 EROSION AND SEDIMENT CONTROL DETAILS-1 70 S-4 STRUCTURAL SECTIONS AND DETAILS SOUTH FORCE MAIN cn 29 ESC-4 EROSION AND SEDIMENT CONTROL DETAILS-2 71 5-5 STRUCTURAL CMU DETAILS 119 SFM-1 RIVER TERRACE SOUTH FORCE MAIN-OVERVIEW PLAN u 10 FSC-5 EROSION AND SEDIMENT CONTROL DETAILS-3 % 72 5-6 MISC STRUCTURAL DETAILS-1 120 SFM-2 RIVER TERRACE SOUTH FORCE MAIN-PROFILE 1 31 ESC-6 EROSION AND SEDIMENT CONTROL PUMP STATION AND STAGING AREA#1 PLAN 73 S-7 MISC STRUCTURAL DETAILS-2 121 SFM-3 RIVER TERRACE SOUTH FORCE MAIN PLAN&PROFILE STA S1+00 TO STA S6+40 I-- 32 ESC-7 EROSION AND SEDIMENT CONTROL PLAN STA"RR"184+20 TO STA"RR" 194+00 74 S-8 MISC STRUCTURAL DETAILS-3 122 SFM-4 RIVER TERRACE SOUTH FORCE MAIN PLAN&PROFILE STA 56+40 TO STA 511+80 v 33 ESC-8 EROSION AND SEDIMENT CONTROL PLAN STA"RR"194+00 TO STA"RR"204+00 75 5-9 MISC STRUCTURAL DETAILS-4 123 SFM-5 RIVER TERRACE SOUTH FORCE MAIN PLAN&PROFILE STA S11+80 TO STA S17+20 > 34 ESC-9 EROSION AND SEDIMENT CONTROL PLAN STA"RR"204+00 TO STA"RR"214+00 76 S-10 WET WELL TOP SLAB PLAN AND DETAILS 124 SFM-6 RIVER TERRACE SOUTH FORCE MAIN PLAN&PROFILE STA 517+20 TO STA 522+40 35 ESC-10 EROSION AND SEDIMENT CONTROL PLAN STA"RR"214+00 TO STA"RR"224+00 125 SFM-7 RIVER TERRACE SOUTH FORCE MAIN PLAN&PROFILE STA 522+40 TO STA S27+80 36 ESC-11 EROSION AND SEDIMENT CONTROL PLAN STA"RR"224+00 TO STA"RR"234+00 MECHANICAL 126 SFM-8 RIVER TERRACE SOUTH FORCE MAIN PLAN&PROFILE STA S27+80 TO STA S33+20 U 37 ESC-12 EROSION AND SEDIMENT CONTROL STAGING AREA#2 PLAN 77 M-1 CONTROL BUILDING AND VALVE VAULT PLAN 127 SFM-9 RIVER TERRACE SOUTH FORCE MAIN PLAN&PROFILE STA S33+20 TO STA S38+60 38 ESC-13 EROSION AND SEDIMENT CONTROL PLAN STA S11+80 TO STA S22+60 78 M-2 CONTROL BUILDING AND WET WELL SECTION 128 SFM-10 RIVER TERRACE SOUTH FORCE MAIN PLAN&PROFILE STA 538+60 TO STA 544+00 0 39 ESC-14 EROSION AND SEDIMENT CONTROL PLAN STA 522+60 TO STA S33+20 79 M-3 HVAC PLAN 129 SFM-11 RIVER TERRACE SOUTH FORCE MAIN PLAN&PROFILE STA S44+00 TO STA S49+40 rsi 40 ESC-15 EROSION AND SEDIMENT CONTROL PLAN STA S33+20 TO STA S44+00 80 M-4 HVAC SECTIONS 130 SFM-12 RIVER TERRACE SOUTH FORCE MAIN PLAN&PROFILE STA 549+40 TO STA S54+80 ti 41 ESC-16 EROSION AND SEDIMENT CONTROL PLAN STA S44+00 TO STA S54+80 81 M-5 HVAC SCHEDULE AND SCHEMATICS 131 SFM-13 RIVER TERRACE SOUTH FORCE MAIN PLAN&PROFILE STA 554+80 TO STA S60+20 — 42 ESC-17 EROSION AND SEDIMENT CONTROL PLAN STA S54+80 TO STA S65+60 82 M-6 MECHANICAL DETAILS-1 132 SFM-14 RIVER TERRACE SOUTH FORCE MAIN PLAN&PROFILE STA 560+20 TO STA S65+60 v▪ _ 43 ESC-18 EROSION AND SEDIMENT CONTROL PLAN STA 565+60 TO STA S76+40 83 M-7 MECHANICAL DETAILS-2 133 SFM-15 RIVER TERRACE SOUTH FORCE MAIN PLAN&PROFILE STA S65+60 TO STA 571+00 •0 44 ESC-19 EROSION AND SEDIMENT CONTROL PLAN STA S76+40 TO STA S87+20 84 M-8 MECHANICAL DETAILS-3 134 SFM-16 RIVER TERRACE SOUTH FORCE MAIN PLAN&PROFILE STA 571+00 TO STA S76+40 ` 45 ESC-20 EROSION AND SEDIMENT CONTROL PLAN STA S87+20 TO STA 594+88 85 M-9 MECHANICAL DETAILS-4 STA N11+20 pI L47 ESC-22 EROSION AND SEDIMENT CONTROL PLAN STA N11ESC-21 EROSION AND SEDIMENT CONTROL PLAN STA +20 (INDEX CONTINUED ON SHEET G-2) 17-2002.204 I INDEX OF DRAWINGS-CONTINUED CONTROL POINT TABLE CONTROL NGVD 29 DESCRIPTION NORTHING EASTING SURVEYOR SHEET NO. POINT ELEVATION 411, SOUTH FORCE MAIN CONTINUED ABBREVIATIONS: CP-9 5/8"IR w/OPC 135097.15 301973 255.88 OBEC NFM-1 135 SFM-17 RIVER TERRACE SOUTH FORCE MAIN PLAN&PROFILE STA S76+40 TO STA S81+80 CP-10 5/8"IR w/OPC 135628.57 301796 262.14 OBEC NFM-1 136 SFM-18 RIVER TERRACE SOUTH FORCE MAIN PLAN&PROFILE STA S81+80 TO STA S87+20 CP CONTROL POINT CP-20 5/8"IR w/RPC 130407.491 301952 235.591 OBEC SFM-1 137 SFM-19 RIVER TERRACE SOUTH FORCE MAIN PLAN&PROFILE STA S87+20 TO STA S92+60 IR IRON ROD(ROD-UP) 138 SFM-20 RIVER TERRACE SOUTH FORCE MAIN PLAN&PROFILE STA S92+60 TO STA 595+60 IRR IRON ROD W/RED CAP CP-21 5/8"IR w/OPC 129583.117 302012 230.771 OBEC SFM-1 139 SFM-21 RIVER TERRACE SOUTH FORCE MAIN DETAILS-1 IRY IRON ROD W/YELLOW CAP CP-22 5/8"IR w/OPC 129075.781 301948 235.147 OBEC SFM-1 140 SFM-22 RIVER TERRACE SOUTH FORCE MAIN DETAILS-2 OPC ORANGE PLASTIC CAP CP-23 5/8"IR w/RPC 128680.674 301943 220.233 OBEC SFM-1 141 SFM-23 HDPE BID ALTERNATE PLAN AND DETAILS RPC RED PLASTIC CAP MAG MAG NAIL CP-24 5/8"IR w/OPC 128068.251 301931 186.575 OBEC SFM-1 60D MAG NAIL CP-25 5/8"IR w/OPC 127773.582 301906 180.219 OBEC SFM-1 RIVER TERRACE SOUTH-GRAVITY SEWER FD FOUND H/T HUG&TACK CP-26 5/8"IR w/OPC 127183.318 301866 169.204 OBEC SFM-1 ROY ROGERS GRAVITY SEWER CP-27 5/8"IR w/OPC 126700.848 301921 159.545 OBEC SFM-1 142 SS-00 SHEET LAYOUT PLAN SURVEY CONTROL: CP-28 5/8"IR w/OPC 126326.556 301864 152.919 OBEC SFM-1 143 SS-01 GRAVITY SEWER PLAN AND PROFILE STA"SS"100+00 TO STA"55"104+00CP-29 5/8"IR w/OPC 125736.42 301862 141.584 OBEC SFM-1 144 SS-02 GRAVITY SEWER PLAN AND PROFILE STA"SS"104+00 TO STA"SS"108+50 CONTROL INTERVAL 1' CP-30 5/8"IR w/RPC 127724.492 302339 183.622 OBEC SFM-1 145 SS-03 GRAVITY SEWER PLAN AND PROFILE STA"SS"108+50 TO STA"SS"113+00 HORIZONTAL DATUM CP-31 CP IRR 125989.977 301914 146.365 PBS SFM-1 146 SS-04 GRAVITY SEWER PLAN AND PROFILE STA"55"113+00 TO STA"55"117+50 147 SS-05 GRAVITY SEWER PLAN AND PROFILE STA"55"117+50 TO STA"55"122+00 CP-32 CP IRR 127734.747 302596 198.26 PBS SFM-1 148 SS-06 GRAVITY SEWER PLAN AND PROFILE STA"55"122+00 TO STA"SS"126+50 PBS&OBEC SURVEY OREGON NORTH ZONE 3601,NAD83 CP-33 CP IRR 127764.67 303109 199.08 PBS SFM-1 149 SS-07 GRAVITY SEWER PLAN AND PROFILE STA"SS"126+50 TO STA"SS"131+00 VERTICAL DATUM 150 SS-08 GRAVITY SEWER PLAN AND PROFILE STA"SS"131+00 TO STA"SS"135+50 CP-34 CP IRR 127721.718 303718 204.16 PBS SFM-1 151 SS-09 GRAVITY SEWER PLAN AND PROFILE STA"SS"135+50 TO STA"SS"140+00CP-35 CP IRR 127708.703 304353 201.37 PBS SFM-1 152 SS-10 GRAVITY SEWER PLAN AND PROFILE STA"SS"140+00 TO STA"SS"144+50 PBS SURVEY NGVD29,BENCHMARK IS PBS CONTROL POINT#32 AT EL=198.26', ELEVATION WAS TRANSFERRED FROM WASHINGTON COUNTY CP-36 CP IRR 127871.119 304955 231.89 PBS SFM-1 153 SS-11 GRAVITY SEWER PLAN AND PROFILE STA"55"144+50 TO STA"SS"149+00 BENCHMARK 107(ELEVATION-306.552')USING STATIC GPS AND CP-37 CP IRR 128169.692 305542 241.66 PBS SFM-1 DIFFERENTIAL LEVELS CP-38 CP IRR 128257.588 306116 242.44 P85 SFM-1 RIVER TERRACE NORTH - 2ND FORCE MAIN RELOCATION OBEC SURVEY NGVD29,CONTROL WAS SET WITH NETWORK GPS ROVERS AND A CP-39 CP IRR 128182.186 306604 239.52 PBS SFM-1 CLOSED LOOP WAS RUN OFF OF WASHINGTON COUNTY BENCHMARK 107 CP-40 CP MAG W/WASHER"PGE CNTL" 128188.209 307204 250.97 PBS SFM-1 NORTH FORCE MAIN CP-41 CP MAG W/SHINER 128258.295 307627 262.98 PBS SFM-1 154 NFM-1 RIVER TERRACE NORTH 2ND FORCE MAIN-OVERVIEW PLAN CP-42 CP MAG W/SHINER 128292.668 308049 263.57 PBS SFM-1 ry 155 NFM-2 RIVER TERRACE NORTH 2ND FORCE MAIN-PROFILE ~ 156 NFM-3 RIVER TERRACE NORTH 2ND FORCE MAIN PLAN AND PROFILE STA N1+00 TO STA N6+20 CP-43 CP IRR 128347.472 308451 242.64 PBS SFM-1 z 157 NFM-4 RIVER TERRACE NORTH 2ND FORCE MAIN PLAN AND PROFILE STA N6+20 TO STA N11+20 CP-44 CP IRR 128593.434 309094 272.04 PBS SFM-1 158 NFM-5 RIVER TERRACE NORTH 2ND FORCE MAIN PLAN AND PROFILE STA N11+20 TO STA N15+80 '8159 NFM-6 RIVER TERRACE NORTH 2ND FORCE MAIN PLAN AND PROFILE STA N15+80 TO STA N17+97 CP-45 CP IRR 128662.43 309505 262.05 PBS SFM-1 .-i 160 NFM-7 RIVER TERRACE NORTH 2ND FORCE MAIN-DETAILS 1 CP-53 CP MAG IN CURB 135796.711 300662 240.02 PBS NFM-1 N 161 NFM-8 RIVER TERRACE NORTH 2ND FORCE MAIN-DETAILS 2 Z 162 NFM-9 RIVER TERRACE NORTH 2ND FORCE MAIN-DETAILS 3 CP-54 CP MAG W/SHINER 135742.418 300855 240.53 PBS NFM-1 .0 163 NFM-10 TREE PRESERVATION AND REMOVAL PLAN-1 CP-55 CP MAG 135561.051 301241 246.84 PBS NFM-1 u 164 NFM-11 TREE PRESERVATION AND REMOVAL PLAN-2 CP-56 CP MAG W/SHINER 135774.529 301534 266.27 PBS NFM-1 165 NFM-12 LANDSCAPE PLAN-1 CP-57 CP IRR 135831.441 301644 271.23 PBS NFM-1 166 NFM-13 LANDSCAPE PLAN-2 ,U-, 167 NFM-14 LANDSCAPE PLAN-3 CP-58 CP 60D 128495.478 308740 255.194 PBS SFM-1 Z 168 NFM-15 LANDSCAPE PLAN-4 CP-59 CP 60D 128406.643 308526 240.354 PBS SFM-1 a 169 NFM-16 LANDSCAPE PLANTS SCHEDULE 170 NFM-17 LANDSCAPE DETAILS-1 CP-60 CP 60D NAIL 128277.654 308206 255.626 PBS SFM-1 o 171 NFM-18 LANDSCAPE DETAILS-2 CP-61 CP 60D NAIL 128256.8 307419 259.127 PBS SFM-1 M co CP-62 CP 60D NAIL 127985.386 305202 237.378 PBS SFM-1 N CP-63 CP 60D NAIL 127697.472 304578 205.79 PBS SFM-1 N CP-64 CP 60D NAIL 127763.06 302774 201.774 PBS SFM-1 N_ N CP-65 CP H/T 127782.258 302511 194.192 PBS SFM-1 N CP-66 CP 60D NAIL 127788.909 302074 180.377 PBS SFM-1 m 3 0 6 0 N O 0 N n ut OJ RIVER TERRACE NORTH L SECOND FORCE MAIN PROJECT s SHEETS, TYP 0 u2 INCLUDED WITH CITY OF TIGARD PERMIT SET C2 0 U 4110N CITY OF TIGARD PERMIT SET N CONFORMED DOCUMENTS NOTICE EPK ORIGINAL SHEET FOR CONSTRUCTION D 1 DESIGNED STAMPED BY • INDEX OF DRAWINGS - CONTINUED BAW C1eanWater Services ., AND SURVEY CONTROL POINTS - DRAWN EDWARD P.KREIPE G-2 t1 IF THIS BAR DOES Our commitment is clear. XI NOT MEASURE 1" MLC JULY 2018 murraysmit RIVER TERRACE SOUTH O THEN DRAWING IS CHECKED a. NOT TO SCALE 81074PE PUMP STATION PROJECT NO. 6827 AND 2 of 171 6 NO. DATE BY REVISION ROY ROGERS GRAVITY PROJECT NO. 6883 PROJECT NO.: n-2002) ALE. NONE'DATE: JULY 2018 NOTES: >1 --:,/ S ♦ 7 k I1 1 ,1 11 ,I tt♦���Lit'GL 1.SEE TRAFFIC CONTROL SHEETS(TC)FOR TRAFFIC CONTROL PLAN. 2 (, IT ' 1� SO ■ BEAVERTON ��� p1 *l tr.�� r 1' ' :�Irl tL � �,' / �'i ��i�IIS mm�nIm' r• 1 '<c,/44, ,_ —0� "�I� __ mil f 11 l FL 2.STAGING AREA#2 IS PROVIDED FOR CONTRACTOR'S USE.IF AREA IS I �g. t,4 4 ►�jI,�011� 1 i© ��R� ` - , I -- USED,CONTRACTOR IS RESPONSIBLE FOR EROSION AND I ✓ i t` m c rOL____� 11� SEDIMENTATION CONTROL AS SHOWN ON SHEET ESC-12,AND ALL SITE 1 1 s e-; ft tl" t l/ of#, O �' LL,..l. - "7 , __ • SECURITY.PROVIDE SITE RESTORATION AFTER STAGED EQUIPMENT IS (/ v_ �,,��- f ��n Ii��� �'+'... ""�.: REMOVED USING BMPS DISCUSSED ON SHEETS ESC-1&ESC-2 1 ,.� _ - / ® - X111/ ♦ ! t.0 $x -..C\ J n/ ��,.armnrm t - 11 Iptl in 1 - 7 r1 ip`i LIN® 3.SEE SPECIFICATION SECTION 01140-WORK RESTRICTIONS,FOR SW SCFOLLS FERRY RD ----------r- noon, L/1�� /. /�tt 'raN+ : \;�, ■ 1+� .�.. - - - I I 1 MINN [ t"T u=t.a ®I i°iii11 I Ili11111!-- 1 N 111 E, ` ,I r f I 1 U COORDINATION,SCHEDULING,AND SEQUENCING REQUIREMENTS �-�ttt c . �` L�(TTT RELATED TO CONCURRENT WORK BEING COMPLETED BY OTHERS. ' ------V �� ME . ; ,u= — um]II Ir III 1U:L..I ' , AWumim 1\ 9 �► / I.LIL5. I _1111lt11 - 11- � r 1�_ CONNECT TO 16" FM NEAR ROY ; u: ., - onion m~� JAI (( 3g iiit�m, 1 ROGERS RD RIGHT-OF-WAY ;'I��t� ��� t 1 ill',uu` � ''` " s I / a 11 SII ¢ i- t CONNECT 16" FM TO -i. r ,.I4 ►Std m11� f{ Wiz I EXISTING RIVER $_ ��ie: _.. lb 7► W n g. ��� L, --- ' TERRACE NORTH PS = 1 �? lr �I 1:I Tj��rr=���I�i► �'� ate, ►r '0 s 11,f� 1 , 41 111111 C... 1 � ' \.1 - 1, gag oma n1i iil l'inlu III�I IIIc VII�� •,• •s� t��,,�� Y $ 1O r �T� nl r( �.rr �i , CC, TIGARD,` ':—,a F ItL/ Ia I.. nC�TI.LD= 'a � ! _ iI L_.1_ ; v RIVER TERRACE NORTH - ® : 11 1$mil Q1 (.,. 1 �•� .�� —,III' m nimi, @ 1n 1111 1,�11 SECOND FORCE MAIN PROJECT, \ I ! _ [Eli •nt81. 1 C-- f i__-i► ii r•' . [Eli:- t111Ir APPROXIMATE PROJECT �. \ , _=__if E' 1011Tuir I-. �i - ' ♦ • MEM ROY ROGERS RD 16" RIVER TERRACE rx• A M 11 ' 11111111111‘ ,- CONSTRUCT NEW 16" RIVER - ► 0. ■ LOCATION TERRACE NORTH 2ND FM -ill - NORTH 2ND FM (BY OTHERS, NIC), 1 ] 'I �u 4 ?1 THROUGH RIVER TERRACE + S NOTE 3 �` h. �� �� ' L �1 sf NORTHWEST SUBDIVISION �— • Lm rrrl;T1. I , L 11 int 1441■ I I ■1111■• $/' , 11,1 IW► ' i -- 5lam%,...........111111441141 ' _Jr, h 11!1:1 A. I , IIL — �r --- / - IS N li'IIFPFli ,. I . .I _ui t+'-t'! ,f i -) �'e, in , / _ ..F E�, = I III 1111 11 I®mui ,1' -- ,n im owe 1 • _ m- � _ -111111`1- I -11 \ I a moi' - - - �I,TrT 1 _-71' .1111 IN � ., i UU•, -h 46, lift 1• t — RIVER TERRACE NORTH DISCHARGE r II" s ii om C N ' _ - - MH, BEGIN ROY ROGERS SS iy,_ ,__ WAS ` I 04 z / iiitiiii �, 1rih 0, 1 / i TIGARD . 1 -1 t11s I 1 U '' - c0 1 / CONSTRUCT ROY ROGERS 24" SS TO p►�1 ■1■II�S E auk o 111,,,, ����,11;RI I/I v 1�4 ��� Z / t `. f1 RIVER TERRACE SOUTH PS i O FM DISCHARGE MH N s 1 -- 1 ` . BY OTHERS NIC I r 3 I� _,- �/�„11..._6 li A #( ), w., Alp 46 ♦♦SEE NOTE 3 N f. ___-l- r _._�-- 1 �:Iii i O I gni eh* \�1� STAGING AREA#2, _SW LASICH LN , / ^� _- r 3Ir-1-4-.....- ---- N �_ LOCATED NW OF BEEF -- �„ 5 �1�7r. M 6 BEND&ROY ROGERS ❑ r1 1 U 1, nit o . III 3 RD INTERSECTION, 1 _ Lij L.. SEE NOTE 2 -1 1 ; / "�� , I 7"" __, U- 1 i.__. II SW BE F BEND RD I } i N 1 1 C /ce __ N ` % / I CONSTRUCT NEW 16" / ---i nut - -- ,/ I RIVER TERRACE SOUTH FM I i RI_-_ _ ,-T I \ 1 I EXISTING 60" CULVERT 7-_-„T:„„_-4,12" 1 L . 1 4-"" / / I / ---- TO BE REPLACED (BY 3 I I OTHERS, NIC), SEE , y o I f � NOTE 3 Its v CONSTRUCT , / -.._ " _ - �.. ��1 o N I' -/SOUTH P_c 1Y RIVER S 1 J STAGING AREA #1 LOCATED TUALATIN • ER 'ti 1 cn �'- / -NORTH OF PS SITE ON ' 1 °� ��' € /< TEMPORARY EASEMENT 2 ---"-- ''''''""A's I = OVERVIEW MAP U SCALE:1"=800• CITY OF TIGARD PERMIT SET •E,' rR CONFORMED DOCUMENTS NOTICE EPK ORIGINAL SHEET FOR CONSTRUCTIONDESIGNED a 1 STAMPED BY ani I - , CAD CleanWatG-3 er Services PROJECT OVERVIEW MAP .o DRAWN EDWARD P.KREIPE G a. IFIN NOT BAR DOES murreysmithOur RIVER TERRACE is SOUTH MEASURE 1" MLC JULY 2018 TERRACE SOUTH O THEN DRAWING IS CHECKED i NOT TO SCALE 81074PE PUMP STATION PROJECT NO. 6827 AND 3 of 171 6 NO. DATE BY REVISION ROY ROGERS GRAVITY PROJECT NO. 6883 PROJECT NO.: 17-2002 SCALE: NONE DATE: JULY 2018 GENERAL CONSTRUCTION NOTES: GENERAL SANITARY SEWER NOTES: 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL,COUNTY,STATE,AND UTILITY CONSTRUCTION 1. CONTRACTOR SHALL NOTIFY CLEAN WATER SERVICES PROJECT MANAGER AND INSPECTOR 48 ATTENTION:OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW THE PERMITS,AND SHALL CONTACT EACH PERMITTING AGENCY AT LEAST TWO(2)BUSINESS DAYS PRIOR BUSINESS HOURS PRIOR TO START OF CONSTRUCTION AND COMPLY WITH ALL OTHER REQUIREMENTS RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER.THOSE TO STARTING WORK.CONTRACTOR SHALL OBTAIN ALL REQUIRED LICENSES BEFORE STARTING OF ORS 757.541 TO 757.571. RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. CONSTRUCTION.SEE SPECIFICATIONS,DIVISION 1,SECTION 01410 REGULATORY REQUIREMENTS THE CONTRACTOR MAY OBTAIN COPIES OF THE RULES BY CALLING THE III 2. CONTRACTOR SHALL PROVIDE 24 HOUR NOTICE OF WORK RESUMPTION AFTER ANY SHUTDOWN UTILITY NOTIFICATION CENTER.(NOTE:THE TELEPHONE NUMBER FOR THE 2. THE LOCATIONS OF ALL EXISTING UNDERGROUND FACILITIES SHOWN ON THE PLANS ARE BASED ON EXCEEDING ONE DAY DURATION EXCEPT FOLLOWING WEEKENDS OR HOLIDAYS OREGON UTILITY NOTIFICATION CENTER IS 1-800-332-2344 OR 811). A FIELD SURVEY AND INFORMATION SUPPLIED BY UTILITY COMPANIES. LOCATIONS ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. THE CONTRACTOR SHALL VERIFY LOCATIONS, 3. ALL CONSTRUCTION AND TESTING OF COMPLETED SANITARY SYSTEMS SHALL BE IN ACCORDANCE ELEVATIONS,TYPE AND SIZES OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTING NEW WITH THE LATEST EDITION OF CLEAN WATER SERVICES DESIGN AND CONSTRUCTION STANDARDS AS ELECTRIC: PORTLAND GENERAL ELECTRIC (800)544-1793 PIPING/CONDUITS AND SHALL ADJUST NEW PIPING/CONDUITS AS REQUIRED. CONTRACTOR SHALL SET FORTH BY RESOLUTION&ORDER(R&O 07-20).NO FLOW SHALL BE EXPOSED TO NEW SEWERS GAS: NORTHWEST NATURAL GAS (503)226-4211 NOTIFY ENGINEER IMMEDIATELY OF ANY CONFLICTS NOT SHOWN ON THE PLANS AND SHALL KEEP UNTIL THE SUCCESSFUL COMPLETION AND ACCEPTANCE OF ALL TESTING HAS OCCURRED. TELEPHONE: FRONTIER (800)483-4000 EXISTING UTILITIES IN SERVICE AND PROTECT THEM DURING CONSTRUCTION. WHERE TELEVISION: COMCAST (866)873-9735 INTERRUPTION OF EXISTING FACILITIES IS REQUIRED,CONTRACTOR SHALL PROVIDE 72 HOUR 4. ALL EROSION CONTROL INSTALLATION AND MAINTENANCE SHALL BE IN ACCORDANCE WITH THE STREETS: WASHINGTON COUNTY (503)846-7037 NOTICE TO ENGINEER AND THE AFFECTED UTILITY. CONTRACTOR SHALL ARRANGE FOR THE LATEST EDITION OF CLEAN WATER SERVICES EROSION PREVENTION&SEDIMENT CONTROL CITY OF TIGARD (503)718-2591 RELOCATION OF ANY IN CONFLICT WITH THE PROPOSED CONSTRUCTION. TECHNICAL GUIDANCE HANDBOOK. WATER: TUALATIN VALLEY WATER DIST. (503)642-1511 CITY OF TIGARD (503)718-2591 3. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF ORS 757.541 TO 757.571. THE 5. ALL RESTORATIVE PAVING WITHIN STREET RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH SANITARY SEWER: CLEAN WATER SERVICES (503)547-8100 CONTRACTOR SHALL NOTIFY EACH UNDERGROUND UTILITY AT LEAST 2 FULL BUSINESS DAYS,BUT REQUIREMENTS OF WASHINGTON COUNTY UNIFORM STREET DESIGN STANDARDS. STORM SEWER: CLEAN WATER SERVICES (503)547-8100 NOT MORE THAN 10 BUSINESS DAYS,PRIOR TO EXCAVATING,BORING,OR POTHOLING. 6. ALL TRAFFIC CONTROL SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE ENGINEER CONTACT INFORMATION 4. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION AND SEDIMENTATION CONTROL DURING MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(MUTCD)AS MODIFIED BY THE OREGON CONSTRUCTION(ANY TIME OF YEAR)PER THE REQUIREMENTS OF THE 1200C PERMIT. SUPPLEMENTS.COST ASSOCIATED WITH DEVELOPMENT OR IMPLEMENTATION OF TRAFFIC CONTROL, SIGNAGE,FLAGGING,OR DEVICES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. PROJECT MANAGER:MIKE CARR,PE,MURRAYSMITH 5. TOPOGRAPHIC MAP WAS COMPILED BY OBEC ON SEPTEMBER 12,2017 AND PBS ON JULY 24,2017. PUMP STATION ENGINEER:EDDIE KREIPE,PE,MURRAYSMITH THE HORIZONTAL DATUM IS OREGON STATE PLANE,NORTH ZONE,NAD 83(2011).THE VERTICAL 7. SEE SPECIFICATIONS FOR PERMIT REQUIREMENTS.CONTRACTOR SHALL HAVE A COPY OF ALL PERMITS FORCE MAIN ENGINEER:JUSTIN LUCE,PE,MURRAYSMITH DATUM IS NGVD 29(BASED ON WASHINGTON COUNTY BENCHMARK 107). ONSITE AT ALL TIMES AND COMPLY WITH ALL CONDITIONS STIPULATED IN PERMIT. GRAVITY SEWER ENGINEER:MONICA KRUEGER,PE,OBEC 6. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE PLANS AND PROJECT SPECIFICATIONS. 8. CONTRACTOR SHALL DEVELOP,SUBMIT,PAY FOR AND RECEIVE APPROVAL OF TRAFFIC CONTROL PLAN FROM WASHINGTON COUNTY PRIOR TO START OF CONSTRUCTION. FEES ASSOCIATED WITH ANY CLEAN WATER SERVICES 7. ANY ALTERATION,VARIANCE OR PROPOSED CHANGE FROM THESE PLANS SHALL FIRST BE APPROVED ROAD CLOSURE REQUEST SHALL BE THE RESPONSIBILITY OF CONTRACTOR. CONTACT INFORMATION BY THE ENGINEER PRIOR TO COMMENCING THE WORK. CHANGES FROM THESE PLANS SHALL BE DOCUMENTED ON CONSTRUCTION FIELD PRINTS AND TRANSMITTED TO THE ENGINEER. 9. CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONS WITHIN PERMANENT EASEMENTS, INSPECTOR:TOM LAWLER (503)547-8032 TEMPORARY CONSTRUCTION EASEMENTS,OR PUBLIC RIGHT-OF-WAY ONLY. IF AREAS OR FEATURES GRAVITY SEWER INSPECTOR:JASON HORNER (503)681-3656 8. CONTRACTOR SHALL PROTECT ALL PROPERTY CORNERS,SURVEY MONUMENTS AND CONTROL POINTS. OUTSIDE DESIGNATED CONSTRUCTION ZONES SUSTAIN IMPACT FROM CONTRACTORS ACTIVITIES, SURVEY MONUMENTS OF THIS TYPE DISTURBED DURING CONSTRUCTION SHALL BE REPLACED AT CONTRACTOR SHALL RESTORE TO PRE-CONSTRUCTION CONDITION AT NO COST TO CLEAN WATER CONTRACTOR'S EXPENSE,WITH APPROPRIATE SURVEYS FILED WITH THE COUNTY SURVEYOR. SERVICES. s 9. THE CONTRACTOR SHALL DISPOSE OF ALL REMOVED OR REPLACED MATERIAL AND EQUIPMENT IN 10. CONTRACTOR TO INSTALL PERIMETER FENCE AROUND THE STAGING AREAS AND PUMP STATION SITE N ACCORDANCE WITH ALL APPLICABLE REGULATIONS,EXCEPT THOSE ITEMS DESIGNATED BY THE AND LIMIT ALL CONSTRUCTION ACTIVITY INSIDE THE WORK ZONE.NO EQUIPMENT OR SOIL OWNER FOR SALVAGING.SALVAGED ITEMS SHALL REMAIN THE PROPERTY OF THE OWNER,AND SHALL DISTURBANCE ALLOWED OUTSIDE THE WORK ZONE. N BE CAREFULLY REMOVED AND STORED AS DIRECTED. E 11. ALL EXISTING UTILITY LOCATIONS AND DESCRIPTIONS SHOWN ON PLANS HAVE BEEN COMPILED ,, 10. ALL STRUCTURES,LOTS,SWALES,DITCHES,CURBS,FENCES,WALLS,MAILBOXES,SIGNS,POLES,GUY FROM AVAILABLE RECORDS AND/OR FIELD SURVEY. CLEAN WATER SERVICES CANNOT GUARANTEE o .--i WIRES,PIPING,AND UTILITIES DISTURBED DURING CONSTRUCTION TO BE RESTORED TO EXISTING THE ACCURACY OR COMPLETENESS OF THIS INFORMATION. CONTRACTOR SHALL BE RESPONSIBLE N CONDITION UNLESS OTHERWISE SPECIFIED. FOR VERIFICATION OF LOCATION AND DEPTH(POTHOLE)OF ALL EXISTING UTILITIES WITHIN ? CONSTRUCTION ZONE PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL PROMPTLY NOTIFY 0 11. CONTRACTOR SHALL PROTECT TRAFFIC AT ALL TIMES DURING CONSTRUCTION. ALL TRAFFIC CLEAN WATER SERVICES OF POTENTIAL CONFLICTS. UNDER THESE TERMS CLEAN WATER SERVICES 0..)c CONTROL MEASURES SHALL BE APPROVED BY CITY,COUNTY AND STATE AS REQUIRED AND IN PLACE SHALL BE RESPONSIBLE FOR COST OF REQUIRED RELOCATIONS. IF CONTRACTOR FAILS TO LOCATE PRIOR TO ANY CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL PROVIDE APPROVED TRAFFIC ANY KNOWN UTILITY WITHIN CONSTRUCTION ZONE THAT CONFLICTS WITH WORK,CONTRACTOR CONTROL PLANS TO THE ENGINEER PRIOR TO COMMENCING ANY WORK WITHIN THE PUBLIC SHALL CORRECT CONFLICT AT OWN COST.ANY COSTS TO THE CONTRACTOR ARISING FROM RIGHT-OF-WAY. COORDINATION WITH UTILITY COMPANY TO RELOCATE UTILITIES SHALL BE CONSIDERED INCIDENTAL TO COST OF PROJECT AND NO ADDITIONAL COMPENSATION SHALL BE DUE CONTRACTOR. 12. CONTRACTOR SHALL KEEP AND MAINTAIN A CURRENT SET OF DRAWINGS ON SITE.CONTRACTOR TO Q KEEP ACCURATE"AS-BUILT"RECORD COPY OF PLANS."AS-BUILT"PLANS TO BE RETURNED TO 12. CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTS AND CONSTRUCTION STAKING. N ENGINEER AT COMPLETION OF PROJECT.A COPY OF"AS-BUILT"MARKUPS SHALL BE PROVIDED FOR CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST AND COORDINATION TO REPLACE ANY R THE PUMP STATION WHILE AS-BUILTS ARE BEING PREPARED. DISTURBED MONUMENTS.CONTRACTOR SHALL NOTIFY CLEAN WATER SERVICES PRIOR TO co DISTURBANCE OR REMOVAL OF ANY PERMANENT MONUMENTS TO ALLOW REFERENCING FOR FUTURE 0 13. THE CONTRACTOR SHALL PROVIDE TEMPORARY TAPS AND BLOW-OFFS AND THRUST RESTRAINTS AS REPLACEMENT. N REQUIRED TO FACILITATE TESTING OF PIPELINES.AT COMPLETION,REMOVE TEMPORARY TEST TAPS m AND REPLACE WITH PERMANENT STAINLESS STEEL PLUGS. 13. CONTRACTOR SHALL RESTORE ALL STREET FEATURES IMPACTED BY CONSTRUCTION.FEATURES SHALL N. INCLUDE,BUT NOT BE LIMITED TO,PAVEMENT,CURBS,GUTTERS,SIDEWALKS,DRIVEWAYS,STREET , 14. CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER 48 HOURS BEFORE STARTING STRIPING,SIGNAGE,MAILBOXES,AND UTILITIES.THIS ALSO APPLIES TO ANY PATHWAYS WITHIN THE 6 CONSTRUCTION,AND 24 HOURS BEFORE RESUMING WORK AFTER SHUTDOWNS EXCEPT FOR NORMAL WORK ZONE. 0) RESUMPTION OF WORK FOLLOWING SATURDAYS,SUNDAYS,OR HOLIDAYS.CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48 HOURS PRIOR TO ANY TESTING OR REQUIRED INSPECTION. 14. CONTRACTOR SHALL RESTORE ALL PROJECT-RELATED EASEMENT AREAS AS STIPULATED IN 6 EASEMENT AND CONTRACT DOCUMENTS. CLEAN WATER SERVICES SHALL PROVIDE CONTRACTOR 15. THE LIMITS OF THE SITE AND STAGING AREAS THAT MAY BE USED FOR CONSTRUCTION,STORAGE, WITH REFERENCE COPY OF ALL EASEMENT AGREEMENT CONDITIONS. O MATERIALS HANDLING,PARKING OF VEHICLES AND OTHER OPERATIONS RELATED TO THE PROJECT N ARE SHOWN ON THE PLANS.LIMITS OF WORK ALSO INCLUDE RIGHTS OF ACCESS OBTAINED BY THE 15. CONTRACTOR TO PROTECT AND MAINTAIN ALL STORM WATER FACILITIES AND STRUCTURES o CONTRACTOR,SUBJECT TO ALL PUBLIC LAWS AND REGULATIONS AND RIGHTS OF ACCESS BY UTILITY INCLUDING OUTFALLS,PIPES,RIPRAP,AND INLETS.ANY DAMAGE TO STORM WATER FACILITIES cv COMPANIES AND OTHER HOLDERS OF EASEMENT RIGHTS. SHALL BE REPLACED AT CONTRACTORS EXPENSE. 1 16. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL HOMES AND BUSINESSES AT ALL TIMES. PROVIDE 16. CONTRACTOR TO COORDINATE WITH PGE FOR ANY CONSTRUCTION ACTIVITY WITHIN 20 FEET OF THE a) WRITTEN NOTICE TO ALL PROPERTY OWNERS AT LEAST TWO BUSINESS DAYS IN ADVANCE OF WORK TRANSMISSION LINES.PGE SAFETY MONITOR MAY BE REQUIRED,COORDINATE WITH PGE. = IN AND/OR CROSSING OF DRIVEWAYS. CONTRACTOR SHALL COORDINATE AND PAY FOR THE SAFETY MONITOR. 0 17. CONTRACTOR SHALL MAKE ALL ARRANGEMENTS NECESSARY TO OBTAIN SUFFICIENT WATER,POWER AND LIGHTING FOR CONSTRUCTION PURPOSES. S 0 in v a) F- C) K U) U •o CITY OF TIGARD PERMIT SET N. CONFORMED DOCUMENTS NOTICE EPK ORIGINAL _ SHEET FOR CONSTRUCTION 1 DESIGNED STAMPED BY � ' I - I CAD EDWARD P.KREIPE eanWater � O C1 ` Services GENERAL NOTES G-4 DRAWN IF THIS BAR DOES Our commitment is clear. xi NOT MEASURE 1" MLC JULY 2018 murraysmirt RIVER TERRACE SOUTH O THEN DRAWING IS CHECKED i NOT TO SCALE 81074PE PUMP STATION PROJECT NO. 6827 AND 4 of 171 6NO. DATE BY REVISION ROY ROGERS GRAVITY PROJECT NO.6883 PROJECT No.: 17-2002 1 SCALE. NONE'DATE: JULY 2018 AT @ CONTR CONTRACTOR) GAL GALLON MAN MANUAL RM ROOM VTR VENT THROUGH ROOF AASHTO AMERICAN ASSOCIATION OF STATE COORD COORDINATE GALV GALVANIZED MATL MATERIAL RND ROUND HIGHWAY&TRANSPORTATION OFFICIALS COP COPPER GC GROOVED COUPLING MAX MAXIMUM RO ROUGH OPENING W WATER AB ANCHOR BOLT CORP CORPORATION GFA GROOVED FLANGE ADAPTER MCC MOTOR CONTROL CENTER ROW or R/W RIGHT OF WAY W/ WITH ABAN(D) ABANDON(ED) CORR CORRUGATED GI GALVANIZED IRON MCP MASTER CONTROL PANEL RPBPD REDUCED PRESSURE BACKFLOW W/O WITHOUT ABS ACRYLONITRILE BUTADIENE STYRENE CP CONTROL POINT OR CATHODIC PROTECTION GIP GALVANIZED IRON PIPE MECH MECHANICAL PREVENTION DEVICE W/W WALL TO WALL ABV ABOVE CPLG COUPLING GJ GRIP JOINT MET METAL RPM REVOLUTIONS PER MINUTE WD WOOD • AC ASPHALTIC CONCRETE CPVC CHLORINATED POLYVINYL CHLORIDE GL GLASS MFR MANUFACTURER RR RAILROAD WF WIDE FLANGE ACP ASPHALTIC CONCRETE PAVING CR CRUSHED ROCK GLV GLOBE VALVE MGD MILLION GALLONS PER DAY RST REINFORCING STEEL WH WALL HYDRANT AD] ADJUSTABLE CS COMBINED SEWER GND GROUND MH MANHOLE RT RIGHT WHTR WATER HEATER AMC ADJACENT CSP CONCRETE SEWER PIPE GPD GALLONS PER DAY MIN MINIMUM WI WROUGHT IRON AFF ABOVE FINISHED FLOOR CT COURT GPH GALLONS PER HOUR MIPT MALE IRON PIPE THREAD SALV SALVAGE WM WATER METER AFG ABOVE FINISHED GRADE CTR CENTER GPM GALLONS PER MINUTE MISC MISCELLANEOUS SAN SANITARY WP WORKING POINT/WATERPROOFING AHR ANCHOR CU CUBIC GPS GALLONS PER SECOND MJ MECHANICAL JOINT SC SOLID CORE WS WATER SERVICE AL ALUMINUM CULV CULVERT GR GRADE MON MONUMENT/MONOLITHIC SCHED SCHEDULE WSDOT WASHINGTON STATE DEPARTMENT ALT ALTERNATE CV CONTROL VALVE GR LN GRADE LINE MOT MOTOR SD STORM DRAIN OF TRANSPORTATION AMP AMPERE CW CLOCKWISE/COLD WATER GRTG GRATING MP MILEPOST SDL SADDLE WT WEIGHT ANSI AMERICAN NATIONAL STANDARDS INSTITUTE CWS CLEAN WATER SERVICES GV GATE VALVE MSL MEAN SEA LEVEL SDR STANDARD DIMENSION RATIO WTP WATER TREATMENT PLANT APPROX APPROXIMATE CY CUBIC YARDS GRVL GRAVEL MTD MOUNTED SECT SECTION WTRT WATERTIGHT APPVD APPROVED GYP GYPSUM SHLDR SHOULDER WWF WELDED WIRE FABRIC APWA AMERICAN PUBLIC WORKS ASSOCIATION D DRAIN NA NOT APPLICABLE SHT SHEET WWTF WASTEWATER TREATMENT FACILITY ARCH ARCHITECTURAL DC DIRECT CURRENT HB HOSE BIBB NC NORMALLY CLOSED SIM SIMILAR WWTP WASTEWATER TREATMENT PLANT ARV AIR RELEASE VALVE DEFL DEFLECTION HC HOLLOW CORE NF NEAR FACE SLP SLOPE ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS DET DETAIL HDPE HIGH DENSITY POLYETHYLENE NIC NOT IN CONTRACT SLV SLEEVE X SECT CROSS SECTION ASSN ASSOCIATION DI DUCTILE IRON / NO HEADER HDR NO. NORMALLY OPEN/NUMBER SOLN SOLUTION XFMR TRANSFORMER ASSY ASSEMBLY DIA DIAMETER DIM DIMENSION HDWE HARDWARE NOM NOMINAL SP SOIL PIPE/SEWER PIPE ASTM AMERICAN SOCIETY FOR TESTING DIR DIRECTION HGR HANGER NORM NORMAL SPCL SPECIAL YD YARD DRAIN/YARD &MATERIALS DIST DISTANCE HGT HEIGHT NRS NON-RISING STEM SPEC(5) SPECIFICATION(S) YH YARD HYDRANT ATM ATMOSPHERE DN DOWN HH HANDHOLD NTS NOT TO SCALE SPG SPACING YR YEAR AUTO AUTOMATIC DR DRIVE HM HOLLOW METAL SPL SPOOL AUX AUXILIARY DS DOWNSPOUT HNDRL HAND RAIL 0 TO 0 OUT TO OUT SPRT SUPPORT ZN ZINC AVE AVENUE DWG DRAWING HOA HAND-OFF-AUTO OC ON CENTER SQ SQUARE AVG AVERAGE DWL DOWEL HOR HAND-OFF-REMOTE OD OUTSIDE DIAMETER SQ FT SQUARE FOOT AWWA AMERICAN WATER WORKS ASSOCIATION DWV DRAIN WASTE AND VENT HORIZ HORIZONTAL ODOT OREGON DEPARTMENT OF TRANSPORTATION SQ IN SQUARE INCH DWY DRIVEWAY HP HIGH PRESSURE/HORSEPOWER OF OVERFLOW/OUTSIDE FACE SQ YD SQUARE YARD B&S BELL&SPIGOT HPG HIGH PRESSURE GAS OPNG OPENING SS SANITARY SEWER BC BOLT CIRCLE EA EACH HPT HIGH POINT OPP OPPOSITE SSD SUBSURFACE DRAIN BD BOARD ECC ECCENTRIC HPU HEATING PUMP UNIT ORIG ORIGINAL SST STAINLESS STEEL BETW BETWEEN EF EACH FACE HR HOUR OVHD OVERHEAD ST STREET BF BOTH FACE EL ELEVATION HSB HIGH STRENGTH BOLT STA STATION ELB ELBOW s BED BACKFLOW PREVENTION DEVICE ELEC ELECCTRICAL HV HOSE VALVE P&ID PROCESS&INSTRUMENTATION DIAGRAM STD STANDARD ;,-,3 BFILL BACK FILL ENCL ENCLOSURE HVAC HEATING,VENTILATION,AIR PC POINT OF CURVE STL STEEL BFV BUTTERFLY VALVE N EOP EDGE OF PAVEMENT CONDITIONING PCC POINT OF COMPOUND CURVE STOR STORAGE E BHP BRAKE HORSEPOWER EQ EQUAL HWL HIGH WATER LINE PCVC POINT OF CURVATURE ON VERTICAL CURVE STR STRAIGHT BKGD BACKGROUND EQL SP EQUALLY SPACED HWY HIGHWAY PE PLAIN END STRUCT STRUCTURE/STRUCTURAL o BLDG BUILDING EQUIP EQUIPMENT HYD HYDRANT PERF PERFORATED SUBMG SUBMERGED ,, BLK BLOCK ESMT EASEMENT HYDR HYDRAULIC PERM PERMANENT SUCT SUCTION N BLVD BOULEVARD EW EACH WAY PERP PERPENDICULAR SV SOLENOID VALVE zBM BENCHMARK/BEAM EXC EXCAVATE I&C INSTRUMENTATION&CONTROL PG PRESSURE GAUGE S/W SIDEWALK n BMP BEST MANAGEMENT PRACTICE EXIST EXISTING IAW IN ACCORDANCE WITH PH PIPE HANGER SWD SIDEWATER DEPTH BO BLOWOFF EXIST GR EXISTING GRADE ID INSIDE DIAMETER PI POINT OF INTERSECTION SWGR SWITCH GEAR 41" BOC BACK OF CURB EXP EXPANSION IE INVERT ELEVATION PIVC POINT OF INTERSECTION ON SYMM SYMMETRICAL BS BOTH SIDES EXP BT EXPANSION BOLT IF INSIDE FACE VERTICAL CURVE SYS SYSTEM BSMT BASEMENT EXP JT EXPANSION JOINT IMPVT IMPROVEMENT PL or s PROPERTY LINE/PLATE/PLASTIC z BTF BOTTOM FACE EXT EXTERIOR IN INCH PLBG PLUMBING T or TEL TELEPHONE g BTU BRITISH THERMAL UNIT INCC INCLUDE(D)(ING) PNL PANEL T/B/J TUNNELING/BORING/JACKING a BV BALL VALVE F FAHRENHEIT INFL INFLUENT POC POINT OF CURVATURE T&B TOP&BOTTOM o BW BOTH WAYS FTO F FACE TO FACE IN] INJECTION POLY POLYETHYLENE TAN TANGENCY (%i FAB FABRICATE INSTL INSTALLATION/INSTALL POT POINT OF TANGENCY TB THRUST BLOCK 03 FB FLAT BAR INSUL INSULATION PP POWER POLE TBM TEMPORARY BENCH MARK C CELSIUS FCA FLANGED COUPLING ADAPTER ,D C TO C CENTER TO CENTER INTER INTERCEPTOR PRC POINT OF REVERSE CURVATURE TC TOP OF CONCRETE/TOP OF CURB N FCO FLOOR CLEANOUT INTR INTERIOR PRCST PRECAST TCE TEMPORARY CONSTRUCTION EASEMENT CARV COMBINATION AIR RELEASE VALVE n FD FLOOR DRAIN N CATV CABLE TELEVISION INV INVERT PREP PREPARATION TDH TOTAL DYNAMIC HEAD rFDN FOUNDATION CB' CATCH BASIN IP IRON PIPE PRESS PRESSURE TEMP TEMPERATURE/TEMPORARY FEXT FIRE EXTINGUISHER 'n CCP CONCRETE CYLINDER PIPE IPT IRON PIPE THREAD PRKG PARKING T&G TONGUE&GROOVE CCW COUNTER CLOCKWISE FF FAR FACE IR IRON ROD PROP PROPERTY/PROPOSED THK THICKNESS O1 CFM CUBIC FEET PER MINUTE FGL FIBERGLASS IRRIG IRRIGATION PRV PRESSURE REDUCING VALVE THRD THREAD(ED) CFS CUBIC FEET PER SECOND FH FIRE HYDRANT PS PUMP STATION THRD THROUGH C0 CHAN CHANNEL FIN FL FINISH FLOOR JT JOINT PSIG POUNDS PER SQUARE INCH GAGE TP TEST PIT/TOP OF PAVEMENT/TURNING CHEM CHEMICAL FIN GR FINISH GRADE ace FIPT FEMALE IRON PIPE THREAD JUNG JUNCTION PSL PIPE SLEEVE POINT . CHFR CHAMFER FITG FITTING PSPT PIPE SUPPORT TRANS TRANSITION m CHKV CHECK VALVE KPL KICK PLATE PT PRESSURE TREATED TS TEST STATION CP o FL FLOOR LINE ( ) N CI CAST IRON FLEX FLEXIBLE KVA KILOVOLT AMPERE PTVC POINT OF TANGENCY ON VERTICAL TSP TRI-SODIUM PHOSPHATE r& CIP CAST IRON PIPE FLG FLANGE KW KILOWATT CURVE TST TOP OF STEEL CIPC CAST IN PLACE CONCRETE FLL FLOW LINE KWY KEYWAY PUE PUBLIC UTILITY EASEMENT TW TOP OF WALL V, CISP CAST IRON SOIL PIPE FLR FLOOR PV PLUG VALVE TYP TYPICAL NCJ CONSTRUCTION JOINT FM FORCE MAIN L LENGTH OF CURVE PVC POLYVINYL CHLORIDE CL or£ CENTER LINE FO FIBER OPTIC LAB LABORATORY PVMT PAVEMENT UG UNDERGROUND o CL2 CHLORINE FOC FACE OF CONCRETE LAV LAVATORY PWR POWER UH UNIT HEATER ✓ CLG CEILING LB POUND FOF FACE OF FINISH UN UNION _cCU CONTROL JOINT FOM FACE OF MASONRY LF LINEAL FOOT QTY QUANTITY UON UNLESS OTHERWISE NOTED CLR CLEAR FOS FACE OF STUDS o LIN LINEAL/LINEAR USGS UNITED STATES GEOLOGIC SURVEY n CLSM CONTROLLED LOW STRENGTH MATERIAL FPM FEET PER MINUTE LN LANE RAD RADIUS N CMP CORRUGATED METAL PIPE RC REINFORCED CONCRETE V VENT VOLT 0 FPS FEET PER SECOND LOC LOCATION / m CMU CONCRETE MASONRY UNIT FRP FIBERGLASS REINFORCED PLASTIC LONG LONGITUDINAL RCP REINFORCED CONCRETE PIPE VAC VACUUM v CND CONDUIT LP LOW PRESSURE RD ROAD/ROOF DRAIN VB VACUUM BREAKER CO CLEANOUT FT FEET/FOOT LPT LOW POINT RDCR REDUCER VBOX VALVE BOX • COL COLUMN FTG FUT FFUOTOUREG LRG LARGE REF REFERENCE VC VERTICAL CURVE iy COMB COMBINATION FXTR FIXTURE LS LONG SLEEVE/LUMP SUM REINF REINFORCE(D)(ING)(MENT) VERT VERTICAL u CONC CONCRETE LT LEFT REQ'D REQUIRED VFD VARIABLE FREQUENCY DRIVE CONN CONNECTION U CONST CONSTRUCTION G GAS LVL LEVEL RESTR RESTRAINED VOL VOLUME , CONT CONTINUOUS/CONTINUATION GA GAUGE LWL LOW WATER LINE RFCA RESTRAINED FLANGE COUPLING ADAPTER VCP VITRIFIED CLAY PIPE CITY 0 F TI G A R D PERMIT S ET n CONFORMED DOCUMENTS NOTICE EPKap ORIGINAL FOR CONSTRUCTION D i DESIGNED STAMPED BY SHEET I� CAD C1eanWaterr Services ABBREVIATIONS .2 DRAWN EDWARD P.KREIPE G-5 a F THIS BAR DOES Our commitment is clear. II NOT MEASURE 1" MLC JULY 2018 murraysmi7` RIVER TERRACE SOUTH p THEN DRAWING IS CHECKED a NOT TO SCALE 81074PE PUMP STATION PROJECT NO. 6827 AND 6 NO. DATE BY REVISION ROY ROGERS GRAVITY PROJECT NO. 6883 PROJECT NO.: 17-2002 SCALE: NONE DATE: JULY 2018 5 of 171 PIPE SYMBOLS VALVE SYMBOLS TOPOGRAPHIC LEGEND PLANT SCHEMATIC PLANT SCHEMATIC EXISTING PROPOSED EXISTING PROPOSED I I WELDED JOINT b . 0 —I f I— BUTTERFLY VALVE WATERLINE ----10"W--- 12"DIW MANHOLE 0 0 • i, II FLANGED JOINT h x_ 1><1 GATE VALVE ELECTRICITY E----- E CLEAN-OUT 0 0 GAS - G --- AREA DRAIN b 0 0 0 GROOVED END JOINT b x (i —1).1- GLOBE VALVE TELEPHONE/TELEMETRY -- --T- --- CATCH BASIN/FIELD INLET t] O b0 [I MECHANICAL]DINT b > --J— BALL VALVE FIBER OPTIC FO CURB INLET Q 44411X11111 OVERHEAD UTILITY OHL THRUST BLOCK A b j ( PUSH-ON JOINT(RUBBER GASKET) b X —0 BALANCING VALVE SANITARY SEWER LINE -- 8"SS --- 8"SS VALVE 0 6 b 0 til FLANGED COUPLING ADAPTER b DIAPHRAGM VALVE SANITARY SEWER FORCE MAIN 6"FM- 6"FM AIR INJECTION ASSEMBLY 1-1:1 1-° STORM DRAIN ----8"SD---- 8"SD BLOW-OFF ASSEMBLY L 9C]I —0=0— DOUBLE BALL FLEXIBLE EXTENSION COUPLING b 0 0 PLUG VALVE(TOP) CULVERT >- -< )18"D—< AIR RELEASE ASSEMBLY I--OD F b C, .) CIHII) FLEXIBLE COUPLING W/THRUST RING b V - PLUG VALVE(SIDE) ABANDON PIPE -747V-/-/f 7V-/-/74/-/-/-/- FIRE HYDRANT ASSEMBLY .0, .�. + DRAINAGE DITCH - - -" "—"" —"""- - MONITORING WELL 9 (�_ 0 O 1 ELBOW UP • BARBWIRE FENCE X X X Xx_*— SPRINKLER HEAD S —A— 3-WAY PLUG VALVE C -I►.,II�C I ELBOW DOWN CHAIN LINK FENCE 0 0 0 0 -0-0-0--(3— WATER METER ® SI Y 4 SWING CHECK VALVE WOOD FENCE 0 0 0 0 PULL BOX/JUNCTION BOX 0 -- b 0 li 101 TEE UPE_ U -\\- TEMPORARY SILT FENCE o o n n TELEPHONE RISERco \\ 1 DOUBLE CHECK ASSEMBLY b ICI TEE DOWN - � GUARDRAIL GAS RISER/GAS FINK oGF - V P I BALL SWING CHECK TREE/BUSH LINE GUY WIRE d 101 LATERAL UPCENTERLINE — - — POWER JUNCTION BOX ? SILENT CHECK VALVE 2 b - EASEMENT - — — — - - — — — — - UTILITY POLE -0- AI- 00 1 0 1 LATERAL DOWN ~ _Ir ›,,(14 PRESSURE REDUCING VALVE PROPERTY LINE --- -- --- ------ --- LIGHT POST 0 N 6 DI CONCENTRIC REDUCER RIGHT-OF-WAY - - -- MAILBOX a 8 '^ ALTITUDE CONTROL VALVE / - I( EDGE OF PAVEMENT AC SIGN r' il ECCENTRIC REDUCER N z - 13 EDGE OF GRAVEL - — — — — - --f -. Z.<^ �'"+- BENCHMARK II.44 SOLENOID VALVE -�`� 40, 1 la 1 1U�— UNION CD C3 CURB TREE DECIDUOUS Z 1 III II BLIND FLANGE ./IIS RELIEF VALVE SIDEWALK S/W )W TREE CONIFEROUS u STRUCTURE OR FACILITY ( J 1 I TREE TO BE REMOVED Z 1 0 ] CAP IX CONTOUR MINOR _------ SURFACE ELEVATION + 176.63 + 176.63 Z N f4 _V l_ NEEDLE VALVE —� in I= —1 t— LONG SLEEVE CONTOUR MAJOR _...---200--------- ,,- ----200 X200 WETLAND FLAG `X' N- co b ORDINARY HIGH WATER MARK -••-••-••-••-••-••- ROADWAY MONUMENT A o FLEXIBLE COUPLING HOSE VALVE - NO WORK AREA =1""'::= `v' [ CAPPED END OR PLUGGED END REDUCED PRESSURE BACKFLOW N PREVENTER W/GATE VALVES FITTING ,CI FITTING HOSE BIBB cc A SECTION AND DETAIL DESIGNATIONS MISCELLANEOUS PIPING SYMBOLS 0 o SECTION DESIGNATIONS DETAIL DESIGNATIONS SECTION LETTER I STRAINER N L Au DESIGNATION (f) NW —101 SIGHT GLASS a SHEET WHERE SECTION 1+1 TRACER BOX IS SHOWN* o SECTION LETTER DETAIL PIPE WARNING SIGN cn "a',° 0 DESIGNATION T SECTION DETAIL NUMBER SCALE: SCALE: ® METER H- a`) SHEET FROM WHICH SHEET FROM WHICH SP SLIP-ON JOINT PIPE SECTION IS TAKEN* DETAIL IS TAKEN LO v *NOTE: IF PLAN AND SECTION FOR DETAIL CALL-OUT AND DETAIL ARE SHOWN O RESTRAINED JOINT PIPE ON THE SAME DRAWING,DRAWING NUMBER IS REPLACED WITH A DASH. CITY O F T I G A R D PERMIT SET .o CONFORMED DOCUMENTS NOTICE EPK ORIGINAL SHEET y FOR CONSTRUCTION G 1 DESIGNED STAMPED BY cu I — I CAD EDWARD P.KREIPE CleanWater Services SYMBOLS AND LEGEND G-6 a _ IF THIS BAR DOES DRAWN Our commitment is clear. I NOT MEASURE 1" MLC JULY2018 murraysm�� RIVER TERRACE SOUTH p THEN DRAWING IS CHECKED a NOT TO SCALE 81074PE PUMP STATION PROJECT NO. 6827 AND 6 of 171 6 NO. DATE BY REVISION ROY ROGERS GRAVITY PROJECT NO. 6883 PROJECT NO.: 17-2002 SCALE: NONE DATE: JULY 2018 LOCATE FRAME si III AND COVER OVER LEDGE 12 AT ��� � LEAST 12" IN WIDTH 8" MIN. BETWEEN NOTES: !'ILa•::',, idKNOCKOUTSALL PRE-CAST MANHOLE SECTIONS SHALL WI LT ARYAB CONFORM TO THE REQUIREMENTS OF ASTM WILL VARY BY MANUFACTURER '_ II C-478 AND APPLICABLE PROVISIONS OF .:.' '.- 'M. _ STANDARD DRAWING NO. 010. DETAIL "A" ® . STANDARD FRAME AND COVER OR ENCAPSULATED 5" MINIMUM - MAXIMUM 27" FROM WATERTIGHT FRAME AND COVER.SEE TOP OF FIRST STEP STD. DRAWING NO. 110, 120, OR 130 RUBBER GASKET Z1- ZI TO TOP OF CASTING SET FRAME IN NON-SHRINK C -1-1 �, /' GROUT o NON-SHRINKING GROUT NOTES: GRADE RINGS (2",4",OR 6") PVC 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO 'MAXIMUM 12" SET IN PIPE CONSTRUCT THE REQUIREMENTS OF ASTM C-478. • !1 NON-SHRINK GROUT CHANNEL AND MIN 2. SEE STD DRAWING 020 FOR POURED IN PLACE CONCRETE - 12" SHELF IN FIELD EN MANHOLE BASE. 1"/FT SLOPE SANDED BELL / v 3. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO STANDARD ECCENTRIC FITTING THE REQUIREMENTS OF ASTM C-443. • 36" CONE PIPE 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE .. • I.D. o WATERTIGHT. MANHOLE SECTION <° a ,-i ,--I • --.1--"(VARIABLE 1'-4') ' .'8 ^i 5. PIPE CONNECTIONS OF 24" OR GREATER SHALL REQUIRE A 48" MINIMUM a ,, o MANHOLE AND CHANNEL DETAIL. PVC SANDED BELL a 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL 'a u_ MANHOLE STEPS SEE u REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. n a ' X Z _ – STD DRAWING NO. 100 f-5" MINIMUM 6" MIN. u 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) 5 MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED '"`'�`'" . 'r"= a •X ON THE INSIDE FACE OF THE MANHOLE. m •_� SEE DETAIL "A" �_zi' � X , KOR-N-BAND ',�4 . n `7 w INTERNAL Attie- .-(s. �.Yi*:W* ,I 'E'`1'_-. r+ 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND STAINLESS Estii-1,- z-------k..;„: e. ,t � 4" MAXIMUM CLEAR OF PIPE WALL. STEEL BA D S- •« 00 • N 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 12" fSMOOTH FINISH CHANNEL TO FOR SANITARY CONNECTION AND 48" FOR STORM 111111 3/4 VERTICAL HEIGHT OF (74 CONNECTION. CONSTRUCT INTERCEPT PIPE .� CHANNEL AND MIN PIPE f 0 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND •, 12" SHELF IN FIELD c.7 COVER SHALL BE USED IN ALL EASEMENT AND OFF '' ' 12" MINIMUM OF �a"-0" rnSTREET AREAS. SEE STD DRAWING 130. ® r ..• COMPACTED BASE ROCK • • FLEXIBLE d., N- 11. ALL JOINTS AND RUBBER GASKETS SHALL CONFORM TO THE HCONNECTOR Lu REQUIREMENTS OF ASTM C-443. PIPE • ' o — o I.D. tY b . . •. NON-SHRINKING GROUT a e SMOOTH FINISH r.: -1 - CHANNEL TO KOR—N—SEAL BOOT v 0 � 3E V TICAL = 12" MINIMUM OF 4/4'-0" COMPACTED o BASE MATERIAL F PIPE U r 0 8 STANDARD MANHOLE vA\ HOLE CON \ ECTIO\ S " CleanWater Services CleanWater Services r DRAWING NO. 010 REVISED 12 16 DRAWING NO. 030 REVISED 12-16 E m CITY OF TIGARD PERMIT SET 4)2 o .,'N CONFORMED DOCUMENTS NOTICE Fc ORIGINAL -- SHEET u FOR CONSTRUCTION 0 1 DESIGNED STAMPED BY — I — I BAW EDWARD P.KREIPE CleanWater 0 Services GENERAL DETAILS - 1 GD-1 ___ _ IF THIS BAR DOES DAWN 14141111/ murraysm� h Our commitment is clear. NOT MEASURE 1" EPK JULY 2018 x RIVER TERRACE SOUTH THEN DRAWING IS CHECKED L'' NOT TO SCALE 81074PE PUMP STATION PROJECT NO. 6827 AND 10 of 171 6 NO. DATE BY REVISION ROY ROGERS GRAVITY PROJECT NO. 6883 PROJECT NO.: 17-2002'SCALE' AS SHOWN'DATE: JULY 2018 1 Hoop ---- 1" Clr. min. typ. 410 _.,-.... ._-, I I I I I I \ i I I \ / I / ...-t---1-.... I / I II II I I I I \ / / I I I I \ / -1---1---r--1---1--i---1--1---1--i- \ / / tic- -I--+ \ / I i r' I I I I \ / / \ -� I I \ +--L -I---}--LL \I O j 1" C r. min. typ. *+--j--ll 1t STANDFRAME AAND RD CCOVER AST ON CONCRETE COLLAR /% \ r--1r--1 T-� I 25" Dia. \I I I I I 1 I 1 I 48" Dia. 11 I 1 1 1 DRAWING NO. 510 STANDARD MANHOLE I -- -�--�-+--1---4- I l 1--+- I GRADE RING 11 111"1--1--i--41-1--1--i- / 1 1 1 I j m 11I I I 1 I j (NON-TRAFFIC APPLICATIONS) \ \j�_� X1 1 1 1 i _ \ \\ 2 Hoops typ. j 1 I 1 1 i 1 \1\--I- --1--i--I--1--1--i--1- m \\\\�� ii'--1--+---I-+ 3/4" 1 it. ��► 4'MIN I I \\ -�--1---i--1---1--1---i--1--�// \\ moi--+'� I -1-1--1--1-7,/ / i1 -i -t�4 t II-III •164111,p__\ I I ( I // FINISH GRADE Y' -L-1---1--4--1----1- _�_�_- (ASPHALT, CONCTRETE,OR OTHER) M t---+--}---{- 1=1 -III ; -s , i I I i ..r. . WATERTIGHT PIPE PLUG 1 111-1 -III • III III III- • • 4. ii i-1 I 1 _1__ _ 4 WITH STOPS OR `�-- '"f-- I1 1 1 +Y ! -III= WATCAPASGHT APPROVEDBED Y "A" Bars (Under)/ "A" Hors Under/ , �I ! - LOCAL JURISDICTION. ) 1= iV `.�- I-111- O.D. Manhole O.D. Manhole i.�m ,rte 111; qtr �/ 2" MIN. CLEARANCE ` A MINIMUM OF 6" NOTES: TOP SLAB "A" TOP SLAB "B" A �rvis/ ` 1= ' ? � a „,_ 111 AROUND CLEANOUT PROVIDE 3/4"-0 FOR 1. All concrete shall have a 28 day ultimate 1" MIN. r ��l_ _I OVERLAP 1e1 �.1 6" 1.._ compressive strength of 4,000 psi. No. 5 hoops 1" clr. min. ■ MIN. J 2. All reinforcement shall have a minimum _ yield strength of 60,000 psi, (Grade 60). \` . I" BPETWEEN 1CLEANOUTMPIPE 111=111 . it : � VII Z 3. All lap splices shall be 24 bar diameters 1� MEE AND GROUT COLLAR. ,I_==HI= .;+ ,.� . -ii1= unless noted otherwise. \ 1-!II-=II i11!E a 4, Add steps as required by Standard Drawing .,// '.1 11 1 1111 1 1 14i� 111111111, E NO. 010 Bars "A" 11 III+ + - Y ,I=1 I! 11=11 I ,��, -, 11 I!- Bars "B" 1-1/" clr. IE111 III III , �r X11 '% f ok„ ., 111 III. �1=1 1=1 I I- =1 I r-111-11!=1 ' : !I!-=111=i 41Ipa TOP SLAB TYPICAL SECTION = 1-III=III=III=_III.-illi III II r it 1.11=111_1 „ „ "B" - =,11-I I 1_111-I I 1-11 - 11 . '> 1 11111 TOP SLAB A TOP SLAB "B" TOP SLAB �� 1 11111 111- ■ <1 w 111--;,I- COVER DEPTH 11 ,. : -111=111- 6" to 12" 4 -0 to 7 -0 7 -1 to 22 -0 Ln IIIIIIIIIIII111 II3 Size T "A" Bars "B" Bars T "A" Bars "B" Bars T "A" Bars "B" Bars 5 "El ; * IIIIII'II !i I F 60" 8" No.5 © 7%"No.5 © 7/2 12 No.5 © 9" No.5 © 9" 12 No.5 © 9" No.5 © 9" 72" 10" No.5 © 7" No.5 © 7" 12" No.5 © 9" No.5 © 9" 12" No.5 © 7" No.5 © 7" CONCRETE ENCASED o BOTTOM OF WYE c[ 3/4"-0 FOR PLASTIC PIPE 3/4"-0 84" 11 " No.5 © 7" No.5 © 7" 1 2" No.5 © 6" No.5 © 6" 12" No.6 © 6" No.5 © 7" O O 96" 12" No.5 © 6" No.5 © 6" 1 2" No.5 © 6" No.5 © 6" 1 4" No.6 © 6" No.5 © 6" NOTE: in, „ „ „ 1. CONCRETE ENCASE ENTIRE WYE SECTION AND 45° BEND IF CONCRETE PIPE. 108 N/A N/A N/A 12 No.6 © 8" No.6 © 8" 16 No.7 © 9" No.7 © 9" 2. STAND PIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING 8" PIPE. L „ „ „ MAINLINE GREATER THAN 8" SHALL HAVE A 8" STANDPIPE. 120 N/A N/A N/A 12 No.6 © 7" No.6 © 7" 16 No.7 © 8" No.7 © 8" U LARGE PRECAST CONCRETE MANHOLE 8 m TOP SLABS \ STA\ 3A �3 CL-A\ 0 1 C1eanWair Services C1eanWater Services ~ Our commitment is clear. DRAWING NO. 220 REVISED 12-06 DRAWING NO. 500 REVISED 01-13 CITY OF TIGARD PERMIT SET N O O CONFORMED DOCUMENTS NOTICE FC ORIGINAL 1 SHEET FOR CONSTRUCTION 1 DESIGNEDti STAMPED BY o I - I BAW EDWARD P.KREIPE CleanWater \'''' Services GENERAL DETAILS - 4 GD-4 a IF THIS BAR DOES DRAWN murrII41%6 aysm�th �. Our commitment is clear. NOT MEASURE 1" EPK JULY 2018 x1 RIVER TERRACE SOUTH 0 THEN DRAWING IS CHECKED a NOT TO SCALE 81074PE PUMP STATION PROJECT NO. 6827 AND 13 of 171 6 NO. DATE BY REVISION ROY ROGERS GRAVITY PROJECT NO. 6883 PROJECT NO.: 17-2002 I SCALE: AS SHOWN 1 DATE JULY 2018 TOP VIEW SPECIFICATIONS: EB 11 GAUGE (.1196") 1)CLAMP AND BRACKETS ARE TYPE 304 STAINLESS STEEL, 11 GAUGE (.1196"). la M I♦ III 2)3/8" 0 PINCH BOLT AND NUTS IS TYPE = co 18-8 STAINLESS STEEL. Msum 3)RELINER CLAMP/BRACKET AND ANCHOR OR DIAMETER SIZEVREQUIRED I APPROVED EQUIVALENTS. '� ix16x1.25" Anchor 2 Zinc AI oy Lead ua 1 A 111111 \ 1 1 4,.--� 1.25 / x� SS Washer A I4" ��T1 1-1/8" !Ill1.50" 4{ 1"'I"`T�' ® B B i , di MATERIALS: miii,,,,,,,,,,,,. 1 25" .75 2" .95 — ix16x1" SS Bolt L-B 6111111 F PLASTIC: ;,,;il 04a 10-3/4" MUST CONFORM WITH ASTM 3/8" DIAMETER STAINLESS A - A 12" C-478. STEEL REINFORCING STEEL PINCH BOLT BAR MINIMUM 1/2" GRADE 60. ANCHOR DETAIL n I) MEETING REQUIREMENTS OF N.T.S. /\ ASTM A-615 ENCAPSULATED CLAMP DETAIL n WITH INJECTION MOLDED N.T.S. COPOLYMER POLYPROPYLENE NOTES: COPOLYMER POLYPROPYLENE PLASTIC ��/// WITH SERRATED SURFACES. 2 MANHOLE STEP '201. DROP BOWL AS MANUFACTURED BY SEE DETAIL #100 / RELINER—DURAN INC. OR APPROVED EQUAL. 1/2" GRADE 60 REINFORCEMENT T 2. DROP BOWL TO BE SIZED PER MANUFACTURER'S o RECOMMENDATIONS ( INFORMATION AVAILABLE @ N RELINER.COM) OR AS REQUIRED BY DISTRICT c 9 z2z3. OR CITY. 1J —LI- 3. s3. PIPE AND FITTING FOR DROP ASSEMBLY SHALL BE: 48" MINIMUM . PIPE TYPE, SIZE, NOTES: tJ AWWA C150-1, AWWA C-900 OR PVC ASTM 3034 AND CONNECTION SDR 35. e 1 [APER PLAN,PPROVED U AS 5-3/4" 1. THE LL ST REQUIREMENTS TEPS SHALL ONOFASTM OM 4. NO MORE THAN ONE DROP BOWL PER MANHOLE C-478. WITHOUT WRITTEN APPROVAL BY DISTRICT k..---"E OR CITY. m SEE NOTE #1--- 2. MANHOLE STEPS MUST BE M 5. WRITTEN APPROVAL BY DISTRICT OR CITY IS c 91,IIIIIIIIIIIII TIGHT AND FIRMLY EMBEDDED. R REQUIRED FOR DROP BOWL INSTALLATION ON \ WATERTIGHT SEAL _ o PIPELINES WITH A SLOPE OF 5% OR GREATER. Z— _v SEE DETAIL #030 3. ALL STEPS WITHIN A MANHOLE N . PIPE BRACKETS- c '+ SEE DETAIL ABOVE \. SHALL BE OF THE SAME L.L. LOCATE STEPS & i DESIGN, TYPE, AND SIZE. o MANHOLE UD NEXT 4' 9 T 12" (MIXING OF UNMATCHED STEPS 3 MAINTENANTO BOWL CE ACCESS PIPE LENGTH_R 3'-0" MAXIMUM IS NOT PERMITTED). 11 AS REQUIRED' A .w i 4. STEPS ADJUSTED OR ADDED o 1'�w� e 111IIIIIIIIIII.��_ SHALL BE EPDXIED IN HOLES p �� LEDGE BELOW LADDER 45' BEND THAT ARE FREE OF MOISTURE 0 �+-�� SHALL BE AT LEAST L ® ;�:` 12" IN WIDTH PIPE �� AND DEBRIS. (EPDXY TO MEET o , N I.D. ASTM C881). A ---4:4, 0 INSIDE DROP BOWL �.' CHANNEL BOTTOM 3-3/8" FOR PLASTIC It\ _ SAFETY STEP o MI Ecu r0 to \ SIDE .D OP VA\ HOLE W/30WL VA\ - 0L- STEP C1eanWater Services C1eanWater Services DRAWING NO. 090 REVISED 12-16 DRAWING NO. 100 REVISED 12-16 u, CITY OF TIGARD PERMIT SET ilk N CONFORMED DOCUMENTS NOTICE FC ORIGINAL 1 SHEET FOR CONSTRUCTION 1 DESIGNED STAMPED BY H — 1 BAw EDWARD P.KREIPE CleanWater Services GENERAL DETAILS - 6 GD-6 o_ IF THIS BAR DOES DRAWN Our commitment is clear. XI NOT MEASURE 1" EPK IDLY 2018 murraysm�rt RIVER TERRACE SOUTH p THEN DRAWING IS CHECKED NOT TO SCALE 81074PE PUMP STATION PROJECT NO. 6827 AND 15 of 171 6 NO. DATE BY REVISION ROY ROGERS GRAVITY PROJECT NO.6883 PROJECT NO.: 17-2002 I SCALE: AS SHOWN I DATE: JULY 2018 TRENCH IN TRENCH IN ROADWAY, TRENCH OUT ROADWAY, TRENCH OUT 'A' 'A' DRIVEWAY, • OF ROADWAY DRIVEWAY, .. • OF ROADWAY _--' SEE NOTE 6 SEE NOTE 6 i= =iii�ii iii =11 Ili_.. =1il=Iii=_ CLASS'B'TRENCH =111A11- - =111=11111 I,_ _ SII 11: 1 _ =�_`I1-1h BACKFILL TO FIN GR SAW CUT SAW CUT 'IqpI, "41I , 'I�I� -II 1 • CLASS'D'PIPE _ _ ZONE BACKFILL AIFIEMEI 111-11 fF-- . II- ,` JTIII =III;1111=1�T111-III12"TEE CUT, G N 12"TEE CUT, G N ' = II_SEE NOTES CLASS'B'TRENCH SEE NOTE 5 ARV DRAIN ALT LOCATION, h T= • 1/4"PLYWOOD OVER BACKFILL TO FIN CONFIGURATION AS FACE OF BOLTS GR SHOWN ON PLANS TEE PLUGGED CROSS WYE PLUG OR CAP .o.:. e.. �(i i a 4 ‘,Sill!,' ,�����\��/�� ilii iii iiii; �� \, of n /%/%; : IN IME I %/�/Y/k H = ev:oep: �, '\/\\j/\\j/\� I'J 'S> j� �I J It //� IG A� IAF t ISI I1-T l ,, 1, EXIST BASE ROCK u. -; 36"MIN FOR PIPE EXIST BASE ROCK 8'TYp TYP-.8,°• ,ga r°,) AS SHOWN I arm i1 11 4,4 '- 'I� li >,>;J 12" v 24"MIN FOR CONDUIT °° °g �• ON PLANS DI _ �. CLASS'D'TRENCH a "c> MA CLASS'D'TRENCH ` g j : BACKFILL OR CDF AS w °=off ••dl c> , + BACKFILL OR CDF AS ..,:i111, .81°°d -=1TI=1TI=11111= '1- IIL=11K ' III 111:1 SHOWN ON PLANS gn .^° SHOWN ON PLANS / " =11'- 14-w11= VIII J _ k� = A I1=1Ti ° °o$oi=c' 6"ARV DRAIN ° °e$o°�_ BEND PLUGGED CROSS PLUGGED TEE PIPE ZONE_ ° °o _` IE PER PLANS, FM PIPE ZONE_° ° DIA+ 1.0' ,?°.:. ° SEE NOTE 3 DIA+ 1.0' f"."..;::( LOCATING TAPE,COLOR g _ BEARING AREA,'A',OF THRUST BLOCKS IN SQUARE FEET I:• >a° �:° L ;: gb° LOCATING TAPE,COLOR AND WORDING°8° A�, AND WORDING AS REQ'D °�°• TEE,WYE, 90°BEND, TEE IN NOTES 1&2,6"TO 9" � AS REQ'D IN NOTES 1&2,6"TO 9" 45° 22° 111° io� DIA+24" ABOVE PIPE,TYP iD� DIA+24" ABOVE PIPE,TYP FITTING PLCAP OR PLUGGED C OSS ON RUN BEND BEND BEND CLASS'D'PIPE CLASS'D' SIZE A A Al A2 A A A TONE WIRE INSIDE 11/4"PVC TONE WIRE INSIDE 11/4"PVC 4 1.4 1.9 2.7 1.9 1.0 ZONE BACKFILL, CLASS'D' CND,LOCATE ON TOP C OE PIPE ZONE CLASS'D' CND,LOCATE ON TOP CL OF OR CSLM AS BEDDING BACKFILL BEDDING 6 2.8 4.0 5.6 4.0 2.1 1.1 - SHOWN ON PLANS, PIPE,TYP,COLORS AS PIPE,TYP,COLORS AS SEE NOTE 3 REQ'D IN NOTE 1 REQ'D IN NOTE 1 8 4.8 6.8 9.6 6.8 3.7 1.9 0.9 10 7.3 10.3 14.5 10.3 5.6 2.8 1.4 u VARIOUS MATERIAL 16"PVC FM 12 10.3 14.5 20.4 14.5 7.9 4.0 2.0 H PIPE OR ELEC CND 14 13.8 19.5 27.5 19.5 10.6 5.4 2.7 cn 16 17.8 25.2 35.5 25.2 13.6 7.0 3.5 F 18 22.4 31.7 44.7 31.7 17.1 8.7 4.4 SYMBOL BACKFILL REQUIREMENTS SYMBOL BACKFILL REQUIREMENTS 20 27.5 38.9 54.8 38.9 21.0 10.7 5.4 'a 24 39.2 55.5 78.3 55.5 30.0 15.3 7.7 N G FURNISH AND INSTALL CLASS'D'BEDDING&PIPE ZONE&CLASS'D'OR CLASS'E' G FURNISH AND INSTALL CLASS'D'BEDDING&PIPE ZONE&CLASS'D'OR CLASS'E' z TRENCH BACKFILL AS SHOWN ON PLANS.COMPACT MATERIAL IN LIFTS TO ACHIEVE TRENCH BACKFILL AS SHOWN ON PLANS.COMPACT MATERIAL IN LIFTS TO *ABOVE BEARING AREAS BASED UPON TEST PRESSURE OF 150 P.S.I.AND AN ALLOWABLE E 100%OF MAX DENSITY IN ACCORDANCE W/AASHTO T-99.REPLACE REMOVED ASPHALT ACHIEVE 100%OF MAX DENSITY IN ACCORDANCE W/AASHTO T-99. REPLACE SOIL BEARING STRESS OF 2000 POUNDS PER SQUARE FOOT.TO COMPUTE BEARING o W/LEVEL 3 AC,PER SPECS.MATCH EXIST AC THICKNESS OR INSTALL 3",WHICH EVER IS REMOVED ASPHALT W/LEVEL 3 AC,PER SPECS.MATCH EXIST AC THICKNESS OR AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES,USE THE vTHICKER.WHERE EXIST AC IS THICKER THAN 8",LIMIT REPLACEMENT THICKNESS TO 8", INSTALL 3",WHICH EVER IS THICKER.WHERE EXIST AC IS THICKER THAN 8", FOLLOWING EQUATION:BEARING AREA=(TEST PRESSURE/150)X(2000/SOIL BEARING z UNLESS DIRECTED OTHERWISE BY ENGINEER/OWNER. LIMIT REPLACEMENT THICKNESS TO 8",UNLESS DIRECTED OTHERWISE BY STRESS)X(TABLE VALUE). Y ENGINEER/OWNER. NSTANDARD THRUST BLOCK DETAILS 0 FURNISH&INSTALL CLASS'0'BEDDING&PIPE ZONE BACKFILL COMPACTED TO 95%OF MAX DENSITY PER AASHTO T-99. FURNISH&INSTALL CLASS'B'NATIVE TRENCH N FURNISH&INSTALL CLASS'D'BEDDING&PIPE ZONE BACKFILL COMPACTED TO IlkBACKFILL TO FIN GR COMPACTED TO 95%MAX DENSITY PER AASHTO T-99.REPLACE 95%OF MAX DENSITY PER AASHTO T-99. FURNISH&INSTALL CLASS'B'NATIVE SCALE: NTS Iz w TOPSOIL&BACKFILL W/CLASS'B'NATIVE MATERIAL.FINISH TRENCH SURFACE TO TRENCH BACKFILL TO FIN GR COMPACTED TO 95%MAX DENSITY PER AASHTO T-99. .' MATCH ORIGINAL CONTOURS.REPLACE EXIST LANDSCAPING,EXCEPT WHERE SPECIFIED REPLACE TOPSOIL&BACKFILL W/CLASS'B'NATIVE MATERIAL.FINISH TRENCH OTHERWISE. SURFACE TO MATCH ORIGINAL CONTOURS. REPLACE EXIST LANDSCAPING,EXCEPT 1'-6"x 1'-6"x 6"THICK RECESSED HANDLE COVER o WHERE SPECIFIED OTHERWISE. 3000 PSI CONC RESTING PAD W/"SEWER"CAST IN TOP SURFACE ti NOTES: NOTES: 1 r r fiZwr en 1. TAPE TRACER WIRE CONDUIT TO TOP OF PIPE EVERY 10-FEET.COLOR OF TONE WIRE �. ��N���1 INSULATION AND LOCATING TAPE SHALL BE AS FOLLOWS: 1.TAPE TRACER WIRE CONDUIT TO TOP OF PIPE EVERY 10-FEET.COLOR OF TONE WIRE •°O MEL ••°• RESTORE GROUND SURFACE o INSULATION AND LOCATING TAPE SHALL BE AS FOLLOWS: °J ji r -6'MAX 0 SAN FM: GREEN i m ELEC CONDUIT: RED I r OPERATOR EXTENSION 16"SAN FM: GREEN I REQ'D TO BRING 6"ARV DRAIN: GREEN OPERATOR WITHIN 3"FM ARV PIPE: GREEN VALVE BOX TOP SECTION Uj PVC STORM: GREEN 1'-6"OF GRADE L 2"PVC CHEM FEED CONDUIT: GREEN O 6"ARV DRAIN GREEN 2.WORDING ON LOCATING TAPE SHALL BE AS FOLLOWS: �r 6"PVC VALVE BOX BASE O 2. WORDING ON LOCATING TAPE SHALL BE AS FOLLOWS: SAN FM: CAUTION BURIED SEWER LINE BELOW ROCK GUARD(S) I W/EXTENSION AS REQ'D cnc ARV DRAIN CAUTION BURIED SEWER LINE BELOW SEE NOTE 1 i O SAN FM: CAUTION BURIED SEWER LINE BELOW .6"ARV DRAIN LOCATED IN SHARED TRENCH ON TOP OF FORCEMAIN PIPE ZONE go o ELEC CONDUIT: CAUTION BURIED ELECTRICAL LINE BELOW o 3"FM ARV PIPE: CAUTION BURIED SEWER LINE BELOW TYPICALLY,EXCEPT AS SHOWN OTHERWISE ON PIPELINE PROFILE. 6"MIN CR, -! VALVE NPVC STORM: CAUTION BURIED SEWER LINE BELOW AS SPECIFIED ^+ 2"PVC CHEM FEED CONDUIT: CAUTION BURIED SEWER LINE BELOW 4. ALL NEW UNDERGROUND UTILITIES,REGARDLESS OF SIZE/MATERIAL/USE,RECEIVE A y 6"ARV DRAIN CAUTION BURIED SEWER LINE BELOW TONE WIRE AND LOCATING TAPE. v -c 3. FROM STA N7+00 TO STA N10+90 AND STA N12+60 TO STA N 14+00 PIPE ZONE FOR 16"PVC 5. WHERE TEE CUT WILL BE LOCATED WITHIN 2'OF EDGE OF EXIST PAVEMENT,REMOVE o FM TO BE BACKFILLED W/CLSM. AND RESTORE EXISTING ASPHALTIC CONCRETE TO EDGE OF PAVEMENT I II v 4. ALL NEW UNDERGROUND UTILITIES,REGARDLESS OF SIZE/MATERIAL/USE,EXCEPT 24" 6. CONTRACTOR TO PROVIDE TEMPORARY ASPHALTIC CONCRETE,2"THICK,AT THE END Y GRAVITY SEWER,RECEIVE TONE WIRE AND LOCATING TAPE. OF EACH WORK DAY.SEE SPECIFICATIONS. D NOTES: 0 IA 5. WHERE TEE CUT WILL BE LOCATED WITHIN 2'OF EDGE OF EXIST PAVEMENT,REMOVE AND v RESTORE EXISTING ASPHALTIC CONCRETE TO EDGE OF PAVEMENT 1.NO ROCK GUARD REQUIRED IF OPERATOR NUT WITHIN 36"OF FINISH GRADE. U 17WHERE DEPTH FROM ROCK GUARD TO OPERATOR NUT IS GREATER THAN 6-0", h 6. CONTRACTOR TO PROVIDE TEMPORARY ASPHALTIC CONCRETE,2"THICK,AT THE END OF EACH INSTALL SECOND ROCK GUARD. WORK DAY.SEE SPECIFICATIONS. VALVE BOX DETAIL 9 SINGLE PIPE TRENCH DETAIL SHARED PIPE TRENCH DETAILED SCALE:NTS • E9 SCALE: NTS SCALE: NTS CITY OF TIGARD PERMIT SET N CONFORMED DOCUMENTS NOTICE JRL ORIGINAL ;''" SHEET FOR CONSTRUCTION 0 1 DESIGNED STAMPED BY BAW CleanWater Services GENERAL DETAILS - DRAWN JUSTIN R.LUCE G D-7 rl IF THIS BAR DOES Our commitment is clear. xi NOT MEASURE I MLC JULY 201816 murraysmith RIVER TERRACE SOUTH p THEN DRAWING IS CHECKED a NOT TO SCALE 80998PE PUMP STATION PROJECT NO. 6827 AND 16 of 171 cj NO. DATE BY REVISION ..-..-..- - -. .- ROY ROGERS GRAVITY PROJECT NO. 6883 PROJECT NO.: 17-2002 SCALE: AS SHOWN DATE: JULY 2019 KEY NOTES: OI 316 SST TAPPING SLEEVE 18 6"PVC SPOOL,SCHED 80 9 W/3"OUTLET,SEE SPECS 19 6"PVC 90°BEND,SCHED 80 • 0 3"SST NIPPLE,MIPT,OR 3"SST SPOOL,LENGTH AS REQUIRED 20 6"X 3"PVC TEE,ROLLED UP TO " ° . 4'x4'RC PAD FOR 3 VENT,SCHED 80 111 O3 3"SST 90°BEND,FIPT ^ f MUSHROOM STYLE ARV /a"x�b"SST FLAT BAR Cr) 6"PVC WYE,SCHED 80 a' 1, o VENT,SEE SECTION A, O4 3"SST CLOSE NIPPLE a `""""' LOCATE PER PLAN fib' �6 " , 22 6"FERNCO COUPLING,SCHED _ O5 3"BURIED SST BALL VALVE, O 80 PVC TO D3034 PVC OR �fir `�', SEE DET 2,THIS SHT PERMANENT 6"PVC CAP PER c�--=r o SEE NOTE 6 NOTE 9 06 3"SST NIPPLE,MIPT X - ‘1401,1r- PE, PE,LENGTH AS REQ'D 23 6"D3034 SDR 35 PVC PIPE o € 13 ; ;.® 6" ® PLAN VIEW O7 3"SST COMPRESSION 2¢ 6"D3034 SDR 35 PVC ELBOW i MIN COUPLING,SEE SPEC FITTING,DEFL ANGLE AS REQ'D I I 1._±,z \—/ i,,,,,,. ,,,,. SEE ELEVATION 1.1-1'�/ 0 3"SST 45°BEND,FIPT 25 6"D3034 SDR 35 PVC ELBOW - FITTING,90°ROLLED TO 2% 118 ® VIEW BELOW SST BALL VALVE O9 3"SST BALL VALVE W/LEVER MIN,OR AS REQ'D r-} _x_ {_ , W/OVAL HANDLE, ■ . HANDLE,MIPT 7dr 26 3"SST BOLTED FLOOR dill. ' � ' d a', SEE SPECS ■ • 010 0 3"SST UNION FLG,FASTEN TO FLOOR W/SST -- EPDXY ANCHORS —'N ©® 23 ® SEE NOTE 8,TYP El I. I I 3"SST TEE,FIPT II' 27 3"x2"SST HEX BUSHING, S•� 10 SEE ELEVATION n Ea 0 SIDE VIEW O12 2"ARV,VENT-O-MAT,OWNER MNPTxFNPT 9 VIEW BELOW �� FURNISHED,SEE NOTE 10,TYP O OO % µ O4 0 0 0 0 �, 28 ARV ENCLOSURE,HOT BOX - 0 NOTE: 3 2"PVC NIPPLE,ADAPTER,OR LB8FEM,COLOR PER SPEC �f__ C 1__ r IIsaa0's�I��I� SPOOL,AS REQ'D,OWNER SECTION 15117,SEE NOTE 5 6"PVC FLOOR _ z 10 1.BURIED STAINLESS STEEL BALL VALVE IS FOR AIR RELEASE FURNISHED 29 ANODE BAG,SEE SHT NOTE 1 DRAIN CAST INTO 0 0 12" 0 VALVE ASSEMBLY ONLY 14 2"CAM-LOCK FITTING,FIPT, FLOOR W/6"SST I� MAX OWNER FURNISHED 30 2"SST 90°BEND,FIPT,OWNER MECHANICAL O 0 BURIED BALL VALVE DETAIL 2 E PLUG,SEE NOTE 9 FURNISHED 6" SCALE: NTS GD-8 I5 2"POLYPROPYLENE CAM-LOCK MIN - o FEMALE COUPLER,OWNER PLAN ,y FURNISHED N FASTEN UFD TO z 16 2"FLEXIBLE HIGH TECH COUPLER HOSE E DURAVENT,UFD-AP URETHANE SHANK W/2-316 HOSE,OR APPROVED EQUAL, SST BANDING ® 28 • ® 0 u OWNER FURNISHED CLAMPS(TYP OF 2 y LOCATIONS) u 17 6"X 2"PVC RDCR 1 z BUSHING,SCHED 80 I Or i a ® r MI♦, m I T SHEET NOTES: 1 ® ARV ENCLOSURE, m 1 a 4'x4'CONC SLAB,REINF SEE DET 1,THIS SHT '-' 1. PLACE NEW ANODE BAGS IN NATIVE SOIL AS PER SPECS.THERMITE WELD ® W/2X2 W2.9/2.9 ANODE LEADS TO SERVICE SADDLE. 1 .� 24"DIA x 10"DEEP STD FASTEN HOT BOX W/ WELDED WIRE STEEL i MANHOLE FRAME W/CI el MESH ALL FACES, 4' O" 1 2. ALL STAINLESS STEEL PIPING SHALL BE SCHEDULE 40.ALL SMALL 4-1/z"x2%4"WEDGE INLET GRATE .0 DIAMETER PVC SHALL BE SCHEDULE 80,SOLVENT WELDED JOINTS. ANCHORS 316 SST SLOPE TOP TO DRAIN p HILTI KWIK BOLT, 12 lg ® AWAY FROM VENT(TYP) MUSHROOM-STYLE LI 3. ALL ELECTRICALLY CONTINUOUS FITTINGS CONNECTED TO FORCE MAIN OR EQ,PROVIDE MIN MIN 1 ® 24" FINAL GRADE VALVE BOX W/OPERATOR o VENT COVER, o' SHALL BE 316 STAINLESS STEEL,ALL OTHER FITTINGS,HARDWARE AND CONC CLEARANCE1__ MORRISON FIG.155 3 + 12" MAX PER PLANS [EC.rENSJONASREQD, o FASTENERS SHALL BE 304 STAINLESS STEEL UNLESS OTHERWISE NOTED. FOR ANCHORS AS 7L - Q © FINISH GRADE Ui to ( _�i SEE DET 4,SHT GD-7 Q4. SLOPE CONCRETE PAD MINIMUM 2%TOWARD 6"FLOOR DRAIN. REQ'D ��`- 11. 1PalirllIllIllrr 0 5. ORIENT DIRECTIONS DOORT AND CH ARV LOCATION.LOCATION ON ENCLOSURE PER CWS ��%., 1_, ,rr• .r•;' ')' Mig= ' //�\/��\/�\\/��\/��\/�\\/ ` •/•\/•\\. .L___1 J a /\\//\\//\//\/o A �'i 1e34 -414;41044 4!=t41.04 OR . o Aiwa! f1::�1 ��1}b o1} -�",��"r-tea,..• �-v-• a�,r-s v..,,r,..„_,........... ..-1. O iv 1y9 , � if:•©1' ?; 0 i� 1: 1 1 }v 1 Ir_`.. i', •,ti�, •A 1 • • • • ./4"-0,5_C� 4:S.HED. �� _ _�}� 4.r:�i } !�`-};r. 27�}. i 1 Y .r,. .r:!� - r T��in��I���} ������}S.�4i�}�t(��-i�}�,J 6. INSTALL DRAIN LINE IN SHARED TRENCH PER DETAIL 2,SHT .- •'.t., 0I 1'..; s b,'`� ...1, 0 1 }• t wr f of 3a"-0"CRUSHED ROCK N �.-.. 1l 1 1 / / /lt1 1. O GD-7.INSTALL STANDARD CLEANOUTS,PER DRAWING NO 500,SHEET E-1 - 0 r.�.1,I,.1,;,.1,l .}i.l,;.1„tzf f,iv GD-4 EVERY 300',OR WHERE SHOWN ON PLANS.DRAIN TO DISCHARGE TO 11 �)� _, ,,le* NEAREST SANITARY SEWER MANHOLE AS SHOWN ON PLANS. 0 SLP=2%MIN,TYP Noilp 0 3”316 SST NIPPLE 1 SLP=2/ AIR OUT �(`", v 7. RAISE GRADE OF ARV BRANCH PIPING IF REQ'D TO AVOID CONFLICT ®© O 0 ©O OO CONC PIER 3"316 SST ELBOW c W/CROSSING UTILITIES.PROVIDE MINIMUM 5'COVER OVER PIPING W/IN BLOCK - ROADWAY. 8"LAYER OF%a"-0" 01/& 0 3"SCHED 80 PVC PIPE TO VAULT 6"x3"SCHED 80 PVC TEE, o CRUSHED ROCK a 4,aI.M111"4111•2001150) ROLLED UP TO VENT u 8. ALL BURIED STAINLESS STEEL PIPING AND APPURTENANCES TO BE 0 ��.�_,^ y ELECTRICALLY CONTINUOUS AND COATED WITH WAX TAPE PER 64"x64"CONC PAD- SPECIFICATIONS. REINFORCE W/VERT& r w 100 HORIZ#4 REBAR @ 12"OC, 4'S� S�J o m 9. PROVIDE PERMANENT CAP ON 6"ARV DRAIN WHERE NOTED ON PLANS TYP ELEVATION CATHODIC PROTECTION JUMPER, w 17, AND ALSO PROVIDE SIGN ON FLOOR DRAIN THAT IT IS NON-FUNCTIONAL. TYP,SEE NOTE 8 AND SPECS © N E- ®10. ALL ITEMS NOTED ON TO BE FURNISHED BY OWNER SHALL BE INSTALLED SLP=2%MIN MUSHROOM STYLE ARV VENT SECTION A BY CONTRACTOR \ SCALE: NTS GD-8 2 AIR RELEASE VALVE ASSEMBLY 11. PROVIDE TRACER WIRE FOR 16"FM,6"ARV DRAIN,AND 3"ARV PIPE,AS 16"PVC FM OR 20"IPS HDPE FOR BID ALTERNATE, USHOWN ON SHT GD-7,DETS 1&2. SCALE:3/4"=1'-0" SEE SHT SFM-23 FOR HDPE N BID ALTERNATE CITY TY 0 F TI GA R D PERMIT S ET 0 CONFORMED DOCUMENTS NOTICE JRL ORIGINAL ,SHEET ig FOR CONSTRUCTIONoDESSIIGNED STAMPED BY CleanWate Services GENERAL DETAILS - 8 GD-8 DRAWN JUSTIN R. 18 murraysm�th a IF THIS BAR DOES Our commitment is clear. XI NOT MEASURE I" MLC JULY )4 RIVER TERRACE SOUTH p THEN DRAWING IS CHECKED a NO. DATE BY REVISION NOT ToscnLE 80998PE RCY ROGERS GRAVITY PROJECT NO. 6883 PROJECT NO.: 17-2002 SCALE: AS SHOWN DATE: JULY2018 17 Of 171 6 30"DIA STL CASING,Y2"WALL THK, 18"x18"x12"THICK,3000 EDGE OF BORING/TUNNELING/ FOR 16"CARRIER PIPE,SEE PLANS, I PSI CONC RESTING PAD JACKING PIT CASING PROFILES&NOTES COPPERHEAD SNAKEPIT 6'-0"OC FOR CARRIER PIPE OR TRACER BOX-ROADWAY EDGE OF TRAVEL LANE I AS RECOMMENDED BY MFR MIN 3 • BOX RB14*TP INSULATORS PER PIPE LENGTH. 5'MIN,SEE NOTE 1 6"MINCASING INSULATORS \\\\ -- . */\\V - / [4. W/PLASTIC SKIDS. 111 1.1 CEMENT GROUT CAP TYP i 16"PVC FM -�\ CARRIER PIPE .- 12 \` TMP NOTES: .�+ 1.SEE PLANS FOR TRACER BOX INSTALL LOCATIONS.CONFIRM PLAN 0o LOCATIONS IN FIELD WITH OWNER/ENGINEER PRIOR TO INSTALLATION. - - -4J- - 6"MIN CR 2.PROVIDE SUFFICIENT SLACK IN TRACER WIRES TO EXTEND 18"OUT OF TRACER BOX.COIL SLACK WIRE IN TRACER BOX. /.11'\ 1-1/4"LONG SWEEP 90°PVC COATED RGS RISER ELBOW AT TRACER WIRE - - PVC CONDUIT,TYP ENTRY TO BOX PER CONDUIT TRANSITION,DET 5,SHT E-27,TYP BELL&SPIGOT JOINT i a assitismassisiMEJ MI■ ums 2'MAX ~(TYP EA END)~ CASING FILL PIPE ZONE MAT'L / W/ TRACER BOX DETAIL 410 —_____---------- = SEE , Q SEE NOTE 4 SCALE: NTS r 18"MIN-36"MAX v a) TO FIRST JOINT I- EACH END OF CASING Z (TYP EA END) J SEE NOTE 2 0 0 NOTES: csi PROVIDE MAX CLR BETWEEN EXTEND TONE WIRE AND CND THROUGH Z O O , 1. PROVIDE SIGNS AT LOCATIONS SHOWN ON CASING&TOP OF SKIDS PER CASING,SEE DET 1,SHT GD-7 o o ssp m PLAN SHEETS. MFR REQUIREMENTS OR '/ �! 9 m m!� 2. SIGNS SHALL BE ALUMINUM OR FIBERGLASS RECOMMENDATIONS \�` 30"DIA%e"THICK(MIN) Air. STL CASING,SEE SPECS F ��cc '' -, o (0.10-INCH THICK)WITH EMBEDDED f- c-x FADE-PROOF LEGENDS.SIGN LETTERING z o 9. SHALL BE ONE-INCH HIGH.LETTERING SHALL 16"DIA RESTRAINED PVC • gBE RED ON WHITE BACKGROUND. 4_='1111111fCARRIER PIPE,SEE NOTE 6 co m F > ��3. LABEL TRACER WIRES IN NEMA ENCLOSURE ' ® 0 ➢ PER FORCE MAIN DIRECTION mak' ��'�7 (N,S,E,W,NW,SE,ETC.).LABELS SHALL BE SAME ENGLISH SPANISH N OFFSET SIGNAGE MATERIALS AS ELECTRICAL AND SIGNAGE . !. CASING INSULATOR W/ FIGURATION IN SST NUT,BOLT& WIRE LABELS. WASHER,TYP OF 2 ? %\ ��� SKIDSCENTER ONSPECS)..SEE O sI Io 4. ATTACH SST ENCLOSURE TO POST USING (SEE ) PIPE j Loca OFFSET SST HARDWARE PER ENCLOSURE MFR'S \%�, NOTE 3. X'(DIR) 0 i 0 STL TRAFFIC DELINEATOR POST RECOMMENDATION.COIL A MIN LENGTH OF 12" m 6" TYPE 1,PER ODOT STD DWGS OF TRACER WIRE IN THE ENCLOSURE. SECTION 3 i0 TM570&TM571 „ - ,SEE NOTE 4 60 vi i, SCALE: NTS 0 0 —..-----------------NEMA 4X SST 6"X6"X4" (7 ENCLOSURE,SEE NOTE 4 12"DIA SONOTUBE OR PIPE TO CASING NOTES: O FORM POST FOUNDATION,12" N �_� 1.30"ASTM A252 STEEL CASING,MINIMUM THICKNESS AS SPECIFIED ABOVE o LONG,1"REVEAL AT SURFACE F -11/4"PVC COATED RGS CONDUIT TO N ENCLOSURE,TYP OF 2,(ONLY ONE 2.PROVIDE 2"MINIMUM CLEARANCE BETWEEN CASING AND CARRIER PIPE BELLS AND APPURTENANCES. n /, ,,,,1 4 � \/\/\ \ SHOWN)SEE SPECS -\\'�\'s' °I �\A\'� 3.CONTRACTOR TO VERIFY CASING SIZES PRIOR TO SIZING AND ORDERING CASING INSULATORS. N5 ° I ° r I ° 4.CASING SHALL BE FILLED WITH FINE CLEAN DRY SAND CAREFULLY AIR BLOWN IN SUCH A WAY AS TO Q m ELIMINATE ANY VOIDS. Ua 5.CONTRACTOR SHALL INSTALL CASINGS UNDERNEATH ROAD CULVERTS WHERE SHOWN ON PLANS USING TRENCHLESS TECHNIQUES SUCH AS TUNNING/JACKING/BORING AS REQUIRED TO AVOID DISTURBANCE TO D .LPVC CONDUIT,TYP OF 2 EXISTING CULVERTS.SEE SPECIFICATIONS. u) 1-1/4"LONG SWEEP 90°PVC /(ONLY ONE SHOWN) 8 COATED RGS RISER ELBOW AT 6.INSTALL PUSH-ON PVC PIPE RESTRAINT HARNESS WHERE PIPE JOINT IS LOCATED WITHIN THE CASING. u TRACER WIRE ENTRY TO BOX PER LI ] 9 ENCASE JOINT W/GEOMEMBRANE AND POLYETHYLENE PER DETAIL 7,SHEET GD-9.LAYOUT PVC PIPE JOINTS 1- CONDUIT TRANSITION DET 5, TO AVOID CONTACT WITH CEMENT GROUT CAP. SHT E-27,TYP OF 2(ONLY ONE > iSHOWN) L' PIPE WARNING SIGN DETAIL fil CASING DETAIL s u SCALE: NTS SCALE: NTS 0 N OF TIGARD PERMIT SET 0 FA' CONFORMED DOCUMENTS NOTICE JRL ORIGINAL SHEET U FOR CONSTRUCTION o I DESIGNED STAMPED BY — 1 SAW C1eanWater\ Services GENERAL DETAILS - 9 0- IF THIS BAR DOES DRAWN JUSTIN R.LUCE murraysml7h Our commitment is clear. NOT MEASURE 1" MLC JULY 2018 RIVER TERRACE SOUTH X THEN DRAWING IS (C`_. O NOT TO SCALE CHECKED 80998PE PUMP STATION PROJECT NO. 6827 AND 18 of 171 6 NO. DATE BY REVISIONROY ROGERS GRAVITY PROJECT NO. 6883 PROJECT NO.: 17-2002 I SCALE: AS SHOWN I DATE: JULY 2018 TERMINAL BLOCK,SEE 6"THICK CONC SLAB 1'-6"SQ 1 DET 2,SHT 1'-6"SQ��FIN GR 1'-6"SQ 6"THICK CONC SLAB r FINISH GRADE FOR WIRE DIAGRAM y FIN O R 1 . >, , ,i�il= Ilil,=llui Illi)-lilll hili- tel` FLUSH MOUNTED TESTjjj ; VIII-1111- 1-#8&1-#12 AWG STRANDED COPPER VIII= 11111 -111M °v °-VIII-1IIII TMv a TERMINAL BLOCK,SEE DET 2, • STATION,SEE SPECS WIRES W/RED INSULATION,FROM 12"DI FLUSH MOUNTED TEST =VIII-VIIIilM -IIIH FLUSH MOUNTED TEST SHT GD-11 FOR WIRE DIAGRAM #12 AWG STRANDED FLGxMJ ADAPTOR,SEE DET 3,SHT NFM-7 STATION,SEE SPECS TERMINAL BLOCK,SEE DET 2, STATION,SEE SPECS COPPER WIRE W/YELLOW 1-#8&1-#12 AWG STRANDED COPPER WIRES SHT GD-11 FOR WIRE DIAGRAM INSULATION W/BLUE INSULATION(SOUTH OR EAST) 2-#12 AWG STRANDED COPPER WIRES W/WHITE #12 AWG STRANDED COPPER WIRE W/ (2)-#8 AWG STRANDED 2"PVC PIPE 1-#8&1-#12 AWG 2"PVC PIPE INSULATION BACK INSULATION COPPER WIRES PER EACH �, 7 PIPE W/WHITE INSULATION WIRE CONNECTION, STRANDED COPPER WIRES W/WHITE INSUL(NORTH ORNYLON WIRE TIES,TYP #12 AWG STRANDED2"PVC PIPE #12 AWG STRANDED COPPER 4i !, p SHTTSEE DET 5,THIS WEST) COPPER WIRE W/YELLOW WIRE W/YELLOW INSULATION 1-#12 AWG COPPER WIRE W/BLACK INSULATION INSULATION NYLON WIRE TIES,TYP 1-#12 AWG COPPER WIRE / 2-CP MONITORING COUPONS W/ #12 AWG STRANDED A �• I2-CP MONITORING COUPONS W/ REFERENCE ELECTRODE, O �j 2-#12 AWG WIRES W/PURPLE W/BACK INSULATION 2-#12 AWG WIRES W/PURPLE ' COPPER WIRES W/BACK LOCATE 6"FROM OUTER C INSULATION EA, 12"TO END OF 2" INSULATION gay - �. INSULATION EA,12"TO END OF 2" EDGE PIPE REFERENCE ELECTRODE, 114 PVC PIPE,SEE NOTE 6 11 _{ y ` PVC PIPE,SEE NOTE 6 2-CP MONITORING COUPONS W// P LOCATE 6"FROM OUTER l� WIRE CONNECTION,TYP, 2-#12 AWG WIRES W/PURPLE 16 'r ''�. SCF 1'-0"MAX SEE NOTE 5 EDGE OF FLANGE / 5'-0"TYP SEE DET 5,THIS SHT ' INSULATIONEA 12" END OF 2" I M �, PVCTO % Wl PIPE,SEE NOTE 6 1'-0"MAX,SEE JJ'/ NEW AND PROTECTED OR 5' NOTE 5 UNPROTECTED DI FM V-0"MAX, 5'-0"TYP REFERENCE ELECTRODE,LOCATE NEW AND WIRE CONNECTION,TYP,SEE DET 5, SEE NOTE 5 4 6"FROM OUTER EDGE OF PIPE PROTECTED OR THIS SHT UNPROTECTED fli INSULATING JOINT,SEE DET 4,THIS SHT GALVANIC ANODE,SEE SPECS DI FM(TYP) DI FM GALVANIC ANODE,SEE SPECS 1'-0"TYP GALVANIC ANODE,SEE SPECS,TYP OF 2 NOTES: NOTES: NOTES: 1. PROVIDE SUFFICIENT SLACK IN TEST WIRES TO ALLOW TERMINAL BLOCK TO EXTEND 18"OUT OF 1. PROVIDE SUFFICIENT SLACK IN TEST WIRES TO ALLOW TERMINAL BLOCK TO EXTEND 18"OUT 1. PROVIDE SUFFICIENT SLACK IN TEST WIRES TO ALLOW TERMINAL BLOCK TO EXTEND 18"OUT OF TEST STATION.COIL WIRES IN TEST STATION. L OF TEST STATION.COIL WIRES IN TEST STATION. TEST STATION.COIL WIRES IN TEST STATION. 2. INSTALL GALVANIC ANODE 5'-0"BELOW THE PIPE INVERT ELEVATION,BACKFILL WITH NATIVE SOIL. a, 2. INSTALL GALVANIC ANODE 5'-0"BELOW THE PIPE INVERT ELEVATION,BACKFILL WITH NATIVE 2. INSTALL GALVANIC ANODE 5'-0"BELOW THE PIPE INVERT ELEVATION,BACKFILL WITH NATIVE 3. LOCATE TEST STATION OFF ROADWAY WITH CONCRETE SLAB PER PLANS,CONFIRM LOCATION WITH SOIL. SOIL. CWS INSPECTOR. 3. LOCATE TEST STATION OFF ROADWAY WITH CONCRETE SLAB PER PLANS,CONFIRM LOCATION 3. LOCATE TEST STATION OFF ROADWAY WITH CONCRETE SLAB PER PLANS,CONFIRM LOCATION 4. ENCASE DI FITTINGS AND PVC PUSH-ON JOINT RESTRAINT HARNESS WITH GEOMEMBRANE AND o WITH CWS INSPECTOR. WITH CWS INSPECTOR. POLYETHYLENE PER SPECIFICATIONS.SECURE WITH THREE(MINIMUM)WRAPS OF PVC PIPE WRAPPING .-i 4. ALL DI PIPING AND FITTINGS TO BE WRAPPED WITH POLYETHYLENE AND GEOMEMBRANE PER 4. ALL DI PIPING AND FITTINGS TO BE WRAPPED WITH POLYETHYLENE AND GEOMEMBRANE PER TAPE. N SPECIFICATIONS. SPECIFICATIONS. 5. BED COUPONS IN SAME BACKFILL AS PIPE.COMPACT BACKFILL TO ONE ROOT MINIMUM ABOVE 0 5. BED COUPONS IN SAME BACKFILL AS PIPE.COMPACT BACKFILL TO ONE ROOT MINIMUM ABOVE 5. BED COUPONS IN SAME BACKFILL AS PIPE.COMPACT BACKFILL TO ONE ROOT MINIMUM ABOVE COUPON. O COUPON. COUPON. 6. PUT WHITE TAPE ON LEADS TO ONE OF THE CP MONITORING COUPONS. U 6. PUT WHITE TAPE ON LEADS TO ONE OF THE CP MONITORING COUPONS. 6. PUT WHITE TAPE ON LEADS TO ONE OF THE CP MONITORING COUPONS. Y FLUSH MOUNTED TEST STATION FLUSH MOUNTED TEST STATION FLUSH MOUNTED TEST STATION, (TS/F) FOR DI FITTINGS ON PVC FM III, FOR INSULATED JOINTS (TS/IJ) TYPE A (TS/A) Z SCALE: NTSID SCALE: NTS SCALE: NTS co ill SEE NOTE 1 WIRE CONNECTION, co SEE DET 5,THIS SHT o MIIMIWIM PLASTIC WELD CAP,MASTIC WIRE CONNECTION,SEE -M ) FILLED DET 5,THIS SHTiIIIMIII,-R;11111111=r �o Mg I�`IrEELEANEGLITNHEDESIGNED �\�=� STL WASHER,TYP b L•' g in `•I_ '„' o ' #12 AWG STRANDED COPPER INSULATING WASHER,TYP PIPELINE — — �, W/BLACK INSUATION 3INSULATING SLEEVE, #12 AWG STRANDED GALVANIC ANODE PUSH-ON PVC PIPE JOINT 1' a COPPER SLEEVE RESTRAINT HARNESS,SEE SPECS GALVANIC ANODE,SEE SPECS TO COPPER WIRE W/BACKXTEND TO NUT FACE ON INSUL PLANPUSH ON JOINT RESTRAINT HARNESSw EXOTHERMIC WELDWIREINSUL,0 CH SIDE OF FLANGE oENCASED WITHINs PIPPIPE WELD CAP FIN GR SEE NOTE 1 WIRE CONNECTION, O WIRE CONNECTION,SEE ` __ y SEEDET5,THIS SHT ,, o 1 ► %/'iim_�,� DET 5,THIS SHT JG FPS in _ „, lair No I FULL FACE INSULATING `\`,1 `\`\`\"”` PIPELINE -11111= -11 ,J •1 GASKET,SEE SPECS 16� �CPIN w 12 I FLANGE,TYP • 5' ' #12 AWG STRANDED COPPER W/BLACK INSULATION NOTES: NOTES: • GALVANIC ANODE,SEE SPECS 1. GRIND PIPE TO BRIGHT METAL BEFORE EXOTHERMIC WELDING. #12 AWG STRANDED v 1 .ABOVE GRADE INSULATING FLANGE INSTALLATION SHOWN n DUCTILE IRON FITTINGS y2. APPLY WELD CAP DIRECTLY TO PIPE-NOT TO PIPE WRAP.USE PRIMER IF COPPER WIRE W/BLACK D O 2. FOR BURIED OR SUBMERGED INSULATING FLANGE INSTALLATION INSTALL REQUIRED BY THE MANUFACTURER.COMPLETELY ENCIRCLE WIRE WITHIN MASTIC. INSUL 0011 NOTES: INSULATING WASHER ON ONE SIDE OF INSULATING FLANGE(PROTECTED a) 3. ON CONNECTIONS TO UNCOATED PIPE AND CASINGS,USE MASTIC FILLED PLASTIC 1. ENCASE DI FITTINGS AND PVC PUSH-ON JOINT RESTRAINT HARNESS SIDE PREFERRED) GALVANIC ANODE EI WELD CAP ONLY;SECURE WITH PIPE TAPE. WITH GEOMEMBRANE AND POLYETHYLENE PER SPECIFICATIONS.SECURE - 3. FOR BURIED OR SUBMERGED INSULATING FLANGES,COMPLETELY ENCASE 4. COVER CONNECTION AND WELD CAP WITH GEOMEMBRANE AND POLYETHYLENE ELEVATION WITH THREE(MINIMUM)WRAPS OF PVC PIPE WRAPPING TAPE. ti WITH WRAP,OVER APING GE MEMBRANENE PER SPECS, DTHEN AT EACH END SPECIFICATIONS. WITH POLYETHYLENE ENCASEMENT S EC FICA ONS.ALONG WITH DI PIPING AND/OR FITTINGS AS REQUIRED,SEE GALVANIC ANODE INSTALLATIONS HORIZONTAL GALVANIC ANODE INSULATED FLANGEGI PLASTIC WELD CAP INSTALLATION 6 FOR PVC FORCE MAIN SCALE: NTS SCALE:NTS 411) SCALE NTS - SCALE: NTS CITY OF T I G A R D PERMIT e N OS N CONFORMED DOCUMENTS NOTICE JRL ORIGINAL SHEET - FOR CONSTRUCTION 0 1 DESIGNED STAMPED BY — I BAW CleanWater ''a` Services GENERAL DETAILS - 10 GD-10 2 DRAWN JUSTIN R.LUCE murraysmith a IF NOT 1" Our commitment is clear. xi NOT MEASURE I' MLC JULY 2018 RIVER TERRACE SOUTH THEN DRAWING IS O NOT TO SCALE CHECKED 809g8PE PUMP STATION PROJECT NO. 6827 AND — 19 of 171 6 NO. DATE BY REVISION .---- - -. .- ROY ROGERS GRAVITY PROJECT NO. 6883 PROJECT NO.: 17-2002 SCALE: AS SHOWN DATE: JULY 2018 RIVER TERRACE NORTH 2ND FM TEST STATION LOCATION/TYPE BRASS 1r III LOCKWASHER STA N1+02 STA N1+99 STA N11+08 STA N16+38 TERM NO. WIRE COLOR 'I I���000 TS/IJ TS/F TS/F TS/F ~ BRASS 1 12-w 16 16 16 12/16 WHITE w NUT 2 12-e C C C 12-BLUE/C-PURPLE BRASS -.- - BOLT 'I 00.0.3 CSE CSE CSE CSE YELLOW 4 12-w 16 16 16 12/16 WHITE BRASS 5 12-e C C C 12-BLUE/C-PURPLE WASHER 6 12-X(2) C C C 12-X-RED/C-PURPLE 'I I•■00 7 A A A A BLACK 8 A C C C A-BLACK/C-PURPLE OORT5 r 12-X Ts Ts Ts RED 10 C N/A N/A N/A PURPLE 11 C N/A N/A N/A PURPLE 1 2 3 1 2 3 10111 /,1 4� Ts Ts N/A N/A N/A O O O O O ® 0 WIRES ON BACK r WIRES ON BACK SIDE SIDE RIVER TERRACE SOUTH FM TEST 4 5 6 BOARDFTERMINAL 4 5 6 11 TYPERMINALBOARD, STATION LOCATION/TYPE o 0 0 0 _— / ✓ STA S1+04 STA S21+01 STA S61+49 STA S95+51 \O SHU OHM 0.01 p \ _ _ F- TERM NO. WIRE COLOR ~ 0 TS/A TS/F TS/F TS/F a Q o 3 O n TERMINAL BOARD WIRE DIAGRAM 0 1 16 16 16 16 WHITE 7 8 Ts 7 8 9 Ts SCALE: NTS O 2 C C C C PURPLE _ n i 3 CSE CSE CSE CSE YELLOW TYPE A TYPE IJ z 4 16 16 16 16 WHITE (STANDARD) (ISOLATION JOINT) 5 C C C C PURPLE 0 a 6 C C C C PURPLE ZU Y2"MIN THK SELF-FUSING 7 A A A A BLACK 1 2 3 RUBBERRU B R TAPE TO COVER 8 C C C C PURPLEO OO O ALL COPPER CABLE • Z Ts Ts Ts Ts Ts a m 4 5 6 WIRES ON BACK SIDE SPLIT BOLT CONNECTOR co ABBREVIATION LEGEND Q\ O O OF TERMINAL BOARD /,=;; ts, w4 A ANODE Q 'WOW: . � m CSE COPPER SULFATE ELECTRODE QQ C � `,��Bli i�;� C COUPON 7 8 Ts CABLE `���•I 0 TYP TYPE 0 TYPE F ELEC INSUL 3 x EXIST DI FM (DI FITTINGS) TWO LAYERS HALF LAPPED PUTTY ui Iri n NORTH PLASTIC TAPE w s SOUTH 0 o e EAST CD w WEST O NOTE: N Ts TOGGLE SWITCH 0 1. ALL CABLE SPLICES REQUIRE PRE-APPROVAL BY CWS `� INSPECTOR PRIOR TO INSTALLATION. N TERMINAL IDENTIFICATION FOR TEST STATION Ci) TERMINAL4BOARD WIRE DIAGRAM 3CABLE SPLICE 11 tn SCALE: NTSSCALE: NTS SCALE: NTS 0 U t 0 u) 0 u a) F- w` E UI 0 NIn CITY OF TIGARD PERMIT SET NI .... SHEET CONFORMED DOCUMENTS NOTICE NU. ORIGINAL "'P' FOR CONSTRUCTION DESIGNED .,, 1'.3) 0 5i 1 STAMPED BY " - " BAW CleanWater \'Services GENERAL DETAILS - 11 GD-11 DRAWN JUSTIN R.LUCE murra,ysm� h Our commitment is clear. dl IF THIS BAR DOES NOT MEASURE I" MLC JULY2018 RIVER TERRACE SOUTH p THEN DRAWING IS CHECKED G.. i NOT TO SCALE 80998PE pUMP STATION PROJECT NO. 6827 AND 20 of 171 c6 NO. DATE BY REVISION ____ _ _. ._ RCY ROGERS GRAVITY PROJECT NO. 6883 PROJECT NO.: 17-2002 1 SCALE: AS SHOWN'DATE: JULY 2018 CONTROL PLANS EROSION AND • . - '"Urs"�. - DEVELOPER NAME STANDARD EROSION AND SEDIMENT ```%��". THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200-C PERMIT.THIS iiiiiri g• -,�' CLEAN WATER SERVICES ��� CONTROL PLAN DRAWING NOTES: ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH _ d1.®i Illir-,---,,,,A0.>... CONTACT:JEFF HART,P.E. ,••d�• ��••i16060 Sw esrH AVE THE 1200-C PERMIT REQUIREMENTS.IN CASES OF DISCREPANCIES OR OMISSIONS,THE 1 � "���. TIGARD,OR 97224 1. HOLD APRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND 1200-C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. RIVER TERRAC 'O:`41 ";'�`% CONSTRUCTION UNITS.(SCHEDULE A.B.C.I.(3)) Q Q FORCE MAIN ALIGNMENT ;•11' %. PHONE:(503)547-8198 I NORTHWEST p•�p` ��'p n0����, 2. ALL INSPECTIONS MUST BE MADE]N ACCORDANCE WITH DEQ 1200-C PERMIT REQUIREMENTS.(SCHEDULE A.12.8 AND SCHEDULE B.1) A'•• �i�- 3. INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'$1200-C PERMIT REQUIREMENTS.(SCHEDULE A.1.0 AND B.2) SUBDIVISION e�N •mi � PLANNING/ENNEERING/ 4. RE A N A COPY OF THE ESCP AND A L REV SIGNS ON ST E ANO MAKE R AVAI ABLE ON RE UEST TO DE,AGEM,OR THE LOCAL MUNICIPALITY.DUR NG[NAC VE PERIODS OF GREATER Q1� �/�y1pp��1SVR•E 1 ING FIRM THAN SEVEN(7)CONSECUTIVE CALENDAR DAYS,THE ABOVE RECORDS MUST BE RETAINED BY THE PERMIT REGISTRANT BUT DO NOT NEED TO BE ATTHE CON5TEUCTION SITE(SCHEDULE FOR CONSTRUCTION PHASES SW FERRYRD1 �T ""NG ��� 17,71141.1.4r,""""�_r� nliy"e "". '- MURRAYSMITH 5. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP.FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES 00.PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. FORA UST '�/ .,,,,,,,,� aIiiii fl.o.iuii'i'iiii o T in ilii• ' CONTACT:EDDIE KREIPE,P.E. (SCHEDULE A BA) GUIDANCE MANUAL. COMPREHENSIVEOF EXISTING RTI ' 9TIGARD 'i°�'•'�"� " ® FlE♦PER TO DpE�Oy ' V. "I rot,,alu,,,,,,tij pijjj n 1 ,,,,,1 p p z�1 888 SW 5TH AVE(SUITE 1170) 6. THE ESCP MUST BE ACCURATE AND REFLECT SITE CONDITIONS.(SCHEDULE A.12.L.I) AV/JL..ABLE BMP'S. nmlm I__ .u. �•�•����� i°ui�Il i(dIIItI��nm p'• PORTLAND,OR5292975:29020410 7. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED.SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDER SPECIFIC CONDITIONS.SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT PUMP STATION ,NIR ,;;,_ I ,;.• ._ �p��1: BMP MATRIX ' �"`�lllriril�� .'.����, "W�ill �-_ Ir11IIIIIII _ PHONE:(5113) WITHIN 10 DAYS.(SCHEDULE A.I2.C.IV.AND V) MASS UTILITY STREET FINAL WET WEATHER . LOCATION l �� „• �i.N•��,�11�„ I _ ■ �L FAX:(503)22- 8. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM BECOMING A SOURCE OR EROSION.(SCHEDULE A.7.A.11]) CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION (OCT.1-MAY a18T) 1✓� .m,nMmp�;1„111°�(l�" MEANS)CRITICAL RIPARIAN AREAS AND VEGETATION I •' 'l\l i iii iii g91? iiiiiillll:58 i ■ I ARRA NE DESCRIPTIONS IONS 9. ZONES ANDA VEGETATION AREAS TOC BENPRESERVEED.IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND S NSITIVElAREAS(E G.,WETTLANDS),AND OTHER RSA EAS TO BOOTING EROSION PREVENTION ,•��y �.�„E'E•.i•MII eIlllllpjl�l IU PRESERVED,ESPECIALLY IN PERIMETER AREAS.(SCHEDULE A.8.C.I.(1)AND(2)) PRESERVE NATURAL VEGETATION •`X x X z X X _ f GROUND COVER X % X L ® _( r , - Mr TIGARD EXISTING SITE CONDITIONS 10. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS.0.E-VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION. HYDRAULIC APPLICATIONS x � 1 - _ „�?r•' � IDENTIFY THE TYPE OF VEGETATIVE SEED MIX USED.(SCHEDULE A.7.A.V) u Iam mIIII , '•' 1,;\���G�I2rI: 111 • 11. MAINTAIN AND DELINEATE ANY EXISTING NATURAL BUFFER WITHIN THE 50-FEET OF WATERS OF THE STATE.(SCHEDULE A.7.8.I.AND(2(A)(B)) PLASTIC SHEETING �-� MB• RESIDENTIAL SUBDIVISION AND LANDSCAPED NATURAL AREAS MATTING 12. INSTALL PERIMETER SEDIMENT CONTROL,INCLUDING STORM DRAIN INLET PROTECTION AS WELL AS ALL SEDIMENT BASINS,TRAPS,AND BARRIERS PRIOR TO LAND DISTURBANCE. �� '�� pa _ DUST CONTROL X x x z x x -w-�!.�a ^��` i (SCHEDULE A.B.C.I.(5)) TEMPORARY/PERMANENT SEEDING X X =\''=:� �� -■.� DEVELOPED CONDITIONS 13. CONTROL BOTH PEAK FLOW RATES AND TOTAL STORMWATERVOLUME,TO MINIMIZE EROSION AT OUTLETS AND DOWNSTREAM CHANNELS AND STEAMBANKS.(SCHEDULE A.7.C) BUERZONE '•X x X X z X ,liii _ � 14. CONTROL SEDIMENT AS NEEDED ALONG THE SITE PERIMETER AND AT ALL OPERATIONAL INTERNAL STORM DRAIN INLETS AT ALLTIMES DURING CONSTRUCTION,80TH INTERNALLY AND ATS( j _- OTHER: p �;N �.�� 'f�,11 '� •INSTALLATION OF NEW PUMP STATION AND INSTALLATION OF NEW THE SITE BOUNDARY.(SCHEDULE A.7.0.1) SEDIMENT CONTROL ■�t'll'�Ilkeap�' _�1 /, FORCE MAIN 15. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE WORK.(SCHEDULE A.B.C.I.(6)) SEDIMENT FENCE(PERIMETER) ..X ^x X z X x Illgi40210 ..\-� " ) 16. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATIONMEASURES IMMEDIATELY ON ALL DISTURBED AREAS AS GRADING PROGRESSES.TEMPORARY OR PERMANENT STABILIZATIONS SEDIMENT FENCE(INTERIOR) ^X _ ••x X X x X :_ ��"_ .1.�1�� MEASURES ARE NOT REQUIRED FOR AREAS THAT ARE INTENDED TO BE LEFT UNVEGETATED,SUCH AS DIRT ACCESS ROADS OR UTILITY POLE PADS.(SCHEDULE A.B.C.II.(3)) STRAW WATTLES X X X id= ■io= ^�1�/-� �- 7`.•y NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME1.1 .,n17. ESTABLISH MATERIAL AND WASTE STORAGE AREAS,AND OTHER NON-STORMWATER CONTROLS.SCHEDULE A.B.C.I.7�/�� 1♦ �i�l ( ()) FILTER BERM iiii.i: '�ii:inmrii rl■��j�l���:eJ��j TABLE 18. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING 8MP5 SUCH AS:CONSTRUCTION ENTRANCE,GRAVELED(OR PAVED)EXITS AND PARKING AREAS,GRAVEL ALLINLET PROTECTION ••X ^% X X x X .Rn ��1q UII UNPAVED ROADS LOCATED ONSITE,OR USE AN EXIT TIRE WASH.THESE AMPS MUST BE IN PLACE PRIOR TO LAND-DISTURBING ACTIVITIES.(SCHEDULE A 7.0.10 AND A.B.C.I(4)) DEWATERING z % X Q •CONSTRUCTION OF NEW 16-INCH SANITARY FORCE MAIN 19. WHEN TRUCKING SATURATED SOILS FROM THE SITE,EITHER USE WATER-TIGHT TRUCKS 0R DRAIN LOADS ON SITE.(SCHEDULE A.7.0.11.(5)) SEDIMENT TRAP L. SITE MAP (3/2019 T09/2019j 20. CONTROL PROHIBITED DISCHARGES FROM LEAVING THE CONSTRUCTION SITE,I.E.,CONCRETE WASH-OUT,WASTEWATER FROM CLEAN OUT OF STUCCO,PAINT AND CURING COMPOUNDS. NATURAL BUFFER ENCROACHMENT •x •X - •X •ll •x •x LU COMPOST SOCK ^X ^X 5 x x X TOTAL SITE AREA=0.98 ACRES (SCHEDULE A.6) L , 21. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS;VEHICLE AND EQUIPMENT FUELING,MAINTENANCE,AND STORAGE;OTHER CLEANING AND OTHER: E SCALE: 1"=1/4 M I MAINTENANCE ACTIVITIES;AND WASTE HANDLING ACTIVITIES.THESE POLLUTANTS INCLUDE FUEL,HYDRAULIC FLUID,AND OTHER OILS FROM VEHICLES AND MACHINERY,AS WELL AS RUN OFF CONTROL n. TOTAL DISTURBED AREA=0.98 ACRES DEBRIS,FERTILIZER,PESTICIDES AND HERBICIDES,PAINTS,SOLVENTS,CURING COMPOUNDS AND ADHESIVES FROM CONSTRUCTION OPERATIONS.(SCHEDULE A.7.E.I.(2)) CONSTRUCTION ENTRANCE ••X X X X X X In ` __ 22. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE:WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES,EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PIPE SLOPE DRAIN _cr- L/ irgl%/I- PROCEDURES,SPILL KITS IN ALL VEHICLES,REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY,MATERIAL DELIVERY AND STORAGE CONTROLS,TRAINING AND SIGNAGE, OUTLET PROTECTION 1-1 iCii .n ��■� SITE SOIL CLASSIFICATION: SURFACE ROUGHENING x �" AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES.(SCHEDULE A.7.E.111.) 0, , •, ,girM�_� 23. USE WATER,SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOIL(SCHEDULE A 7.A.IV) CHECK SAMS X X C - Hir- -���� WILLAMETTE SILT-ON SITE SOILS HAVE MODERATE TO HIGH EROSION 24. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. OTHER: N fz�' '!/ I PORTLAND POTENTIAL. EXERCISE CAUTION WHEN USING TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE.(SCHEDULE A.9.B.III) POLLUTION PREVENTION CCO V \. , _�_ 25. IF AN ACTIVE TREATMENT SYSTEM(FOR EXAMPLE,ELECTRO-COAGULATION,FLOCCULATION,FILTRATION,ETC.)FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED,SUBMIT AN PROPER SIGNAGE X X z X X x -� • �� ,,�' � SOIL VARIES FROM RELATIVE SOFT SILTS TO VERY STIFF SILT WITH OPERATION AND MAINTENANCE PLAN(INCLUDING SYSTEM SCHEMATIC,LOCATION OF SYSTEM,LOCATION OF INLET,LOCATION OF DISCHARGE,DISCHARGE DISPERSION DEVICE DESIGN, HAT WASTE MGMT X X X X N t,1� /II` ., _I.. TRACES OF SAND AND CLAY. AND A SAMPLING PLAN AND FREQUENCY)BEFORE OPERATING THE TREATMENT SYSTEM.OBTAIN PLAN APPROVAL BEFORE OPERATING THE SYSTEM.OPERATE AND MAINTAIN THE TREATMENT SPILL KIT ONSITE % X X % x X zMgt ,� SYSTEM ACCORDING TO MANUFACTURER'S SPECIFICATIONS.(SCHEDULE A.9.D) CONCRETE WASHOUT AREA '" RECEIVING WATER BODIES: 26. STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS,IF NEEDED.THE REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE OTHER:. - TEMPORARILY U _,��A� Fj DURING RAIN EVENTS AT ALL TIMES OF THE YEAR.(SCHEDULE A 7.8) wIBEAVERTON 27. AS NEEDED BASED ON WEATHER COND T ONS,AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED,OR OTHER BMPS MUST BE IMP EMENTED TO PREVEN TUALATIN RIVER # SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 60'OF WATER OF THE STATE. OSDISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE WATERS.(SCHEDULEA 7.E.II.(2)) �� ,1,1k, . �� ** SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. 3 28. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND BARE GROUND ACTIVITIES DURING WET WEATHER.(SCHEDULE A7.A.I) -c3 , � �, 29. SEDIMENT FENCE:REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ON THIRD OF THE ABOVE GROUND FENCE HEIGHT AND BEFORE FENCE REMOVAL.(SCHEDULE A.9.C.I) .--I e�.• 30. OTHER SEDIMENT BARRIERS(SUCH AS BIOBAGS):REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE GROUND HEIGHT AND BEFORE BMP REMOVAL(SCHEDULE A.9.C.1) U 31. CATCH BASINS:CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT.SEDIMENT BASINS AND SEDIMENT TRAPS:REMOVE TRAPPED SEDIMENTS BEFORE DESIGN Ul � ATTENTION EXCAVATORS CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT AND AT COMPLETION OF PROJECT.(SCHEDULE A.9.C.IIIBIV) QW 32. WITHIN 24 HOURS,SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE,MUST BE REM EDIATED.INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS SHEET INDEX ,.,MA OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE TO PREVENT A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS.ANY IN-STREAM CLEAN-UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DIVISION OF OREGON UTILITY NOTIFICATION H ROUGHR.SATHOSE RULES0 ARE SEI STATE LANDS REQUIRED TIMFRAME.(SCHEDULE A.9.B.I) EROSION AND SEDIMENT CONTROL PLANS N FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090.YOU MAY 33. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR.VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP { OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING RELEASED SEDIMENTS(SCHEDULE A.9.B.II) N TIGARD 503-232-1987.IF YOU HAVE ANY QUESTIONS ABOUT THE RULES,YOU C IWIRIO1.51,w,,ziriat4.,„,, .mgr © `� MAY CONTACT THE CENTER.YOU MUST NOTIFY THE CENTER AT LEAST 34. THE ENTIRE SITE MUST BE TEMPORARILY STABILIZED USING VEGETATION OR A HEAVY MULCH LAYER,TEMPORARY SEEDING,OR OTHER METHOD SHOULD ALL CONSTRUCTION ACTIVITIES ESC-1N EROSION AND SEDIMENT CONTROL COVER SHEET 1200-CN PERM I T SET TWO BUSINESS DAYS,BEFORE COMMENCING AN EXCAVATION.CALL CEASE FOR 30 DAYS OR MORE.(SCHEDULE A.7.F.I) ESC-2 EROSION AND SEDIMENT CONTROL NOTES � ao,,,-, 35. PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE WHERE CONSTRUCTION ACTIVITIES CEASE FOR 14 DAYS OR MORE WITH A COVERING OF BLOWN STRAW AND A�.��� 503-246-6699, TACKIFIER,LOOSE STRAW,OR AN ADEQUATE COVERING OF COMPOST MULCH UNTIL WORK RESUMES ON THAT PORTION OF THE SITE.(SCHEDULE A.7.F.II) ESC-3 EROSION AND SEDIMENT CONTROL DETAILS - I '`'�� ,- 36. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS REESTABLISHED.ONCE CONSTRUCTION IS COMPLETE ESC-4 EROSION AND SEDIMENT CONTROL DETAILS - 2 ' AND THE SITE IS STABILIZED,ALL TEMPORARY EROSION CONTROLS AND RETAINED SOILS MUST BE REMOVED AND DISPOSED OF PROPERLY,UNLESS DOING SO CONFLICTS WITH LOCAL `•���r INSPECTION FREQUENCY: REQUIREMENTS.(SCHEDULE A.B.C.III(1)AND D.3.C,II AND III) ESC-5 EROSION AND SEDIMENT CONTROL DETAILS - 3 a J 111011 ® 1/�;�r �� ',♦ SITE CONDITION MINIMUM FREQUENCY ESC 21 EROSION AND SEDIMENT CONTROL PLAN STA N I+00 TO STA N11+20 ESC-22 EROSION AND SEDIMENT CONTROL PLAN STA NII+20 TO STA N17+96 .-o PROJECT ,.■ WEEKLY WHEN STORMWATER RUNOFF,INCLUDING RUNOFF `� FROM SNOW MELT,IS OCCURRING. �p * THE RIVER TERRACE NORTH 2ND FORCE MAIN INSTALLATION IS PART OF A LARGER PROJECT CALLED OCATION ■ 1.ACTIVE PERIOD PERmn-TEE'S SITE N3PECTOR: DENA TAPANI ��.�.��� AT LEAST ONCE EVERY MONTH,REGARDLESS OF WHETHER COMPANY/AGENCY: TAPANI,[Nc "RIVER TERRACE SOUTH PUMP STATION PROJECT NO.6827 AND ROY ROGERS GRAVITY PROJECT NO. F, -��-� `, STORMWATER RUNOFF IS OCCURRING. PHONE: 360-687-1148 6883".THE WORK SHOWN IN THESE PLANS TAKES PLACE IN THE CITY OF TIGARD.OTHER PORTIONS OF VICINITY MAPONCEERO ENSURE WOT RKING ORDN ER. DNY NECESSARY E-MAIL: FAX:-MN/A INF THE PROJECT ARE IN UNINCORPORATED WASHINGTON COUNTY AND HAVE BEEN PERMITTED SEPARATELY. v 2.PRIORTO THE SITE BECOMING INACTIVE OR IN MEASURES ARE IN WORKING ORDER.ANY NECESSARY E-MAIL: INFO@TAPANI.COM ANTICIPATION OF SITE INACCESSIBILITY. MAINTENANCE AND REPAIR MUST BE MADE PRIOR TO LEAVING DESCRIPTION OF EXPERIENCE: CESCL 98881,EXPIRES 02/23/21 " THE SITE > SCALE: 1"=9000' ' PROJECT LOCATION: PROPERTY DESCRIPTION: 3.INACTIVE PERIODS GREATER THAN FOURTEEN(14) ONCE EVERY MONTH. EXISTING PUMP STATION:WITHIN RIVER TAX LOT 23500 CONSECLJTNE CALENDAR DAYS. U TERRACE NORTHWEST SUBDIVISION,ON TAX MAP NO.T25.,R.1W.,S.6 SW CLEMENTINE ST IN TIGARD, 4.PERIODS DURING WHICH THE SITE IS INACCESSIBLE IF PRACTICAL,INSPECTIONS MUST OCCUR DAILY AT A RELEVANT RATIONALE STATEMENT 1`I WASHINGTON COUNTY,OR DUE TO INCLEMENT WEATHER. AND ACCESSIBLE DISCHARGE POINT OR DOWNSTREAM LOCATION. C LAT=45.42134194 LONG=122.854514'W N 5.PERIODS DURING WHICH DISCHARGE IS UNLIKELY MONTHLY.RESUME MONITORING IMMEDIATELY UPON MELT,OR A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES(BMP)OPTIONS BASED ON DEQ's N PIPE ALIGNMENT:FROM THE PUMP STATION THE DUE TO FROZEN CONDITIONS. WHEN WEATHER CONDITIONS MAKE DISCHARGES LIKELY. GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN.SOME OF `i FORCE MAIN ROUTES GENERALLY EAST ALONG PAVED THE ABOVE LISTED BMP's WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE 4.1 ROADS AND AN EXIACE NORTHWESTOR WWES CHIP PATH THROUGH EROSI• HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR TO INCLUDING GSOIL PREVENTIONONAND SS TOPOG ACPHIC CONSTR TENTS,IS PROJECTE (BILI ONSPECIFICANC OTHER RELATED RIVER TERRACE SUBDMSION, INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS,ACCESSIBILITY TO THE RITE,AND OTHER RELATED 'O3' TERMINATING AT THE PATH'S INTERSECTION WITH SW DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION UNITS. CONDITIONS,AS THE PROJECT PROGRESSES AND THERE ISA NEED TO REVISE THE ESC PLAN,AN ACTION PLAN p, ROY ROGERS ROAD. • ALL INSPECTIONS MUST BE MADE IN ACCORDANCE STIR DEQ 1200-C PERMIT REQUIREMENTS. WILL BE SUBMITTED. xI • INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-C PERMIT REQUIREMENTS. 0 • RR THA COPY U THE ESCP AND ALL REVISIONS IO SITEF MEG MAKE R AVAILABLE ON REQUEST TO DEQ,AGENT, INITIAL CITY 0 F TIGARD P E R M I T S E T a OR THE LOCAL MUNICIPALITY.DURING INACTIVE PERIODS OF GREATEN THAN SEVEN(7)CONSECUTIVE CALENDAR 0 _--c-; DAYS,RETAIN THE ESCP AT THE CONSTRUCTION SITE OR AT ANOTHER LOCATION. o CONFORMED DOCUMENTS NOTICE FC ORIGINAL SHEET EROSION AND SEDIMENT CONTROL E FOR CONSTRUCTION D 1 DESIGNED 0 4 STAMPED BY c, ill DKH C1eanWater ervlces COVER SHEET 6. JUSTIN R.LUCRE murra sm��hESC-1N N IF THIS BAR DOES DRAWN Our commitment is clear. 1200-CN PERMIT SET E NOT MEASURE I" EPK JULY 2018 RIVER TERRACE SOUTH E THEN DRAWING IS CHECKED PUMP STATION PROJECT NO. 6827 AND -6 NOT TO SCALE 80998PE26 of 171 i NO. DATE BY REVISION _ .. _, ROY ROGERS GRAVITY PROJECT NO. 6883 PROJECT NO.: 17-20021 SCALE: AS SHOWN I DATE: FEBRUARY 2019 LOCAL AGENCY-SPECIFIC EROSION CONTROL NOTES PRE-CONSTRUCTION EROSION & EROSION CONTROL NOTES 1.WHEN RAINFALL AND RUNOFF OCCURS DAILY INSPECTIONS OF THE EROSION AND SEDIMENT CONTROLS SEDIMENTATION CONTROL NOTES 1.APPROVAL OF THIS EROSION SEDIMENTATION CONTROL(ESC)PLAN.DOES NOT CONSTITUTE AN APPROVAL OF AND DISCHARGE OUTFALLS MUST BE PROVIDED BY SOME ONE KNOWLEDGEABLE AND EXPERIENCED IN THE PERMANENT ROAD OR DRAINAGE DESIGN(E.G.:SIZE AND LOCATION OF ROADS,PIPES,RESTRICTIONS,CHANNELS, PRINCIPLES,PRACTICES,INSTALLATION,AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS WHO RETENTION FACILITIES,UTILITIES,ETC.). WORKS FOR THE PERMITTEE. 1. ALL BASE ESC MEASURES(INLET PROTECTION,PERIMETER SEDIMENT CONTROL,GRAVEL CONSTRUCTION • ENTRANCES,ETC.)MUST BE IN PLACE,FUNCTIONAL,AND APPROVED IN AN INITIAL INSPECTION,PRIOR TO 2.THE IMPLEMENTATION OF THESE EROSION/SEDIMENTATION CONTROL(ESC)PLANS AND THE CONSTRUCTION, 2.DURING WET WEATHER PERIOD,TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF COMMENCEMENT OF CONSTRUCTION ACTIVITIES.THESE MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. MAINTENANCE,REPLACEMENT,AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR EACH WORK DAY. UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING IS ESTABLISHED. 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE,BERMS CONSTRUCTED OUT OF MULCH, 3.ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING CHIPPINGS,OR OTHER SUITABLE MATERIAL,STRAW WATTLES,OR OTHER APPROVED MATERIALS. 3.THE ESC FACILITIES SHOWN ON THESE PLANS MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND CONSTRUCTION.UNLESS OTHERWISE APPROVED,A SURFACE MOUNTED AND ATTACHABLE,U-SHAPED FILTER GRADING ACTIVITIES,AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT BAG IS REQUIRED FOR ALL CURB INLET CATCH BASINS. 3. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR ENTER THE DRAINAGE SYSTEM,ROADWAYS,OR VIOLATE APPLICABLE WATER STANDARDS. 4.SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVES THE SITE MUST BE CLEANED UP WITHIN 24 HOURS THE DURATION OF THE PROJECT.ADDITIONAL MEASURES INCLUDING,BUT NOT LIMITED TO,STREET SWEEPING,AND 4.THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE AND PLACED BACK ON THE SITE AND STABILIZED OR PROPERLY DISPOSED.THE CAUSE OF THE SEDIMENT VACUUMING,MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE THEIR CONTINUED FUNCTIONALITY. RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A RECURRENCE OF THE DISCHARGE WITHIN THE PROJECT.TRUCKS ENTERING PAVEMENT FROM UNPAVED AREA SHALL BE FREE OF MUD&DEBRIS.SEE REQUIREMENT SAME 24 HOURS.ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PREFORMED ACCORDING TO THE OREGON OF 1200-C PERMIT. 5.DURING INACTIVE PERIODS ON THE SITE OF GREATER THAN SEVEN(7)CONSECUTIVE CALENDAR DAYS,INSPECTIONS DEPARTMENT OF STATE LANDS REQUIRED TIME FRAME. 4. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL SHALL BE REQUIRED ONCE EVERY TWO(2)WEEKS. 5.SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS REACHED A CONSTRUCTION ACTIVITIES.RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE:SLOPE DRAINS(WITH OUTLET 6.FOR EACH CATCH BASIN PROTECTION,CLEANING MUST OCCUR WHEN DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY HEIGHT OF 1/3 THE BARRIER HEIGHT,AND PRIOR TO THE CONTROL MEASURES REMOVAL. PROTECTION),CHECK DAMS,SURFACE ROUGHENING,AND BANK STABILIZATION. PERCENT.ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING.THE CLEANING OPERATION 6.CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS 5. LIMIT SPEED OF VEHICLES ON SITE AND MOISTEN HAUL ROADS AS NECESSARY TO CONTROL DUST. SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWN STREAM SYSTEM. BEEN REDUCED BY 50%AND AT COMPLETION OF PROJECT. 7.CONTRACTOR SHALL PROVIDE DUST CONTROL AS REQUIRED,SEE SPECIFICATIONS AND PERMIT REQUIREMENTS. 7.ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE,APPLICATION, GRADING, STREET AND UTILITY EROSION AND 8.PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. AND 8.THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES,USED OILS,CONTAMINATED SOILS, SEDIMENT CONSTRUCTION NOTES 9.SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMBER 1 FOR EACH PHASE OF CONSTRUCTION. CONCRETE WASTE,SANITARY WASTE,LIQUID WASTE,OR OTHER TOXIC SUBSTANCES DISCOVERED OR 10.IF THERE ARE EXPOSED SOILS OR SOILS NOT FULLY STABILIZED FROM OCTOBER 1 THROUGH GENERATED DURING CONSTRUCTION. 1.SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE FOLLOWING MAY 31,THE WET WEATHER EROSION CONTROL MEASURES WILL BE IN EFFECT ACCORDING TO WES/CWS EROSION MIXTURES,UNLESS OTHERWISE AUTHORIZED: PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL(REV.DECEMBER 2008). 9.OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE A.VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES.SEE RESTORATION PLAN FOR APPROPRIATE OF ALL EROSION AND SEDIMENT CONTROL MEASURES,IN ACCORDANCE WITH CURRENT CLEAN WATER SEED MIX. 11.ESC MEASURES SHALL BE REMOVED BY THE CONTRACTOR WHEN VEGETATION IS FULLY ESTABLISHED,AS APPROVED SERVICES STANDARDS AND STATE,AND FEDERAL REGULATIONS. B.DWARF GRASS MIX(MINIMUM 100 LB/ACRE) BY THE ENGINEER. 1.DWARF PERENNIAL RYEGRASS(80%BY WEIGHT) LI 10.PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BOUNDARIES OF THE CLEARING LIMITS,VEGETATED 2.CREEPING RED FESCUE(20%BY WEIGHT) 12.NOTIFY ENGINEER 24 HOURS PRIOR TO ANY WORK ON SITE. I- BUFFERS,AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD. C.STANDARD ANNU HEIGHT GRASS MIX(MINIMUM IGH )1LB/ACRE) 1.ANNUAL RYEGRASS(40%BY WEIGHT) UNLESS OTHERWISE APPROVED,NO DISTURBANCE IS PERMITTED BEYOND THE CLEARING LIMITS.THE 2.TURF-TYPE FESCUE(60%BY WEIGHT) OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT.NOTE: SEDIMENT FENCE NOTES 1° VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE,CHAIN LINK FENCE OR 2.SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF CJ APPROVED EQUAL. TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS.SURFACE ROUGHENING IMPROVES SEED 13.STANDARD OR HEAVY-DUTY SEDIMENT FENCE FILTER FABRIC SHALL HAVE MANUFACTURED STITCHED LOOPS WITH N BEDDING AND REDUCES RUN-OFF VELOCITY. 2"X2"X4'POSTS.STITCHED LOOPS SHALL BE INSTALLED ON THE UPHILL SIDE OF THE SLOPED AREA. z 11.PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BMPS THAT MUST BE INSTALLED ARE A GRAVEL p CONSTRUCTION ENTRANCE,PERIMETER SEDIMENT CONTROL,AND INLET PROTECTION.THESE BMPS MUST BE 3.LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT 14.THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE.THE FENCE POSTS O MAINTAINED FOR THE DURATION OF THE PROJECT. VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION RATE. SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 12 INCHES. o 4.TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE:COVERING EXPOSED SOIL WITH PLASTIC 15.SEDIMENT FENCES SHOULD BE INSTALLED A MINIMUM OF 3 FEET FROM TOE OF SLOPE IN ORDER TO MAXIMIZE 2 12.IF VEGETATIVE SEED MIXES ARE SPECIFIED,SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1ST; SHEETING,STRAW MULCHING,WOOD CHIPS,OR OTHER APPROVED MEASURES. Y THE TYPE AND PERCENTAGES OF SEED IN THE MIX ARE AS IDENTIFIED ON THE PLANS OR AS SPECIFIED BY THE STORAGE. • _U DESIGN ENGINEER. 5.STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION.DURING 16.A TRENCH SHOULD BE EXCAVATED 6 INCHES DEEP ALONG THE LINE OF POSTS.TRENCH SHOULD BE BACKFILLED AND z "WET WEATHER"PERIODS,STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. THE SOIL COMPACTED ON BOTH SIDES OF THE SEDIMENT FENCE. 13.WATERTIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION SITE. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. AN APPROVED EQUIVALENT IS TO DRAIN THE SOIL ON SITE AT A DESIGNATED LOCATION USING APPROPRIATE o BMP'S;SOIL MUST BE DRAINED SUFFICIENTLY FOR MINIMAL SPILLAGE OF SEDIMENT&SEDIMENT-LADEN 6.EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND 17.SEDIMENT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE,BUT NOT BEFORE THE .-, WATER. MULCHING,EROSION CONTROL BLANKETS OR MATS,MID-SLOPE SEDIMENT FENCES OR WATTLES,OR OTHER UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. APPROPRIATE MEASURES.SLOPES EXCEEDING 25%MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. -, 14.THE ESC PLAN MUST BE KEPT ONSITE.ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY 18.WHEN JOINING TWO OR MORE SEDIMENT FENCES TOGETHER,JOIN THE TWO END STAKES BY WRAPPING THE TWO 0 7.ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET ENDS AT LEAST ONE AND ONE HALF TURNS AND DRIVING THE JOINED STAKES INTO THE GROUND TOGETHER. ri TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM,ROADWAY,OR PROTECTION MEASURES.ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED a, OTHER PROPERTIES. ASNEEDED. 19.WHEN SEDIMENT FENCE APPROACHES ITS TERMINATION POINT,TURN FENCE UPHILL AND EXTEND ON FULL PANEL(6 15.WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT 8.AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT FEET).HEIGHT OF A SEDIMENT FENCE SHOULD NOT EXCEED 3 FEET.STORAGE HEIGHT AND PONDING HEIGHT SHOULD NINSPECTORS UPON REQUEST. PROVIDE RUN-OFF THAT CAN ENTER THE STORMWATER SYSTEM.IF THE CONCRETE WASH-OUT AREA CAN NOT BE NEVER EXCEED 1.5 FEET. wCONSTRUCTED GREATER THAN 50'FROM ANY DISCHARGE POINT,SECONDARY MEASURES SUCH AS BERMS OR 16.IN AREAS SUBJECT TO WIND EROSION,APPROPRIATE BMP'S MUST BE USED WHICH MAY INCLUDE THE TEMPORARY SETTLING PITS MAY BE REQUIRED.THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK BIO-FILTER BAG NOTES 3 APPLICATION OF FINE WATER SPRAYING,PLASTIC SHEETING,MULCHING,OR OTHER APPROVED MEASURES. ACCESS AND BE CLEANED WHEN IT REACHES 50%OF THE CAPACITY.SUITABLE CONCRETE WASH-OUT AREAS v WILL BE IDENTIFIED BY CONTRACTOR AND APPROVED BY EROSION CONTROL INSPECTOR. 20.BIO-FILTER BAGS SHOULD BE CLEAN 100%RECYCLED WOOD PRODUCT WASTE. rsi 17.SITE DEWATERING SHALL COMPLY WITH DEQ PERMIT STANDARDS,SEE SPECIFICATIONS FOR ,-• 9.SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORMWATER U REQUIREMENTS. SYSTEM.SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. 21.BIO-FILTER BAGS SHALL BE STANDARD SIZE 10"x 8"x 30",WEIGHING APPROXIMATELY 45 POUNDS WITH/z"PLASTIC w NETTING. C'e10.AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORMWATER SYSTEM. O 22.USE 2-1"x 2"STAKES PER BAG,DRIVEN 12-INCHES INTO GROUND. No 11.USE BMPs SUCH AS CHECK-DAMS,BERMS,AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING o DISCHARGE POINTS. 23.OVERLAP ENDS OF ADJACENT BAGS 6-INCHES TO PREVENT PIPING BETWEEN JOINTS. N r( 12.COVER CATCH BASINS,MANHOLES,AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT,TACK COAT, 24.ROUTINELY INSPECT BAGS.CHECK THAT STAKES ARE SECURE,ENDS OF BAGS ARE OVERLAPPED AND PLASTIC MESH - ETC.TO PREVENT INTRODUCING THESE MATERIALS TO THE STORMWATER SYSTEM. BAGS HAVE NO TEARS. o 13.INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. 25.REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO HEIGHT OF BAG. 0 U L S 0 (n N U r °) H- °) K U • N CITY OF TIGARD PERMIT SET CONFORMED DOCUMENTSNOTICE FC ORIGINAL SHEET _. DESIGNED FOR CONSTRUCTION o i STAMPED BY (� ��],.,y EROSION AND SEDIMENT CONTROL If 1 1 BAW EDWARD P.KREIPE CleanWater Vdler ''tt Services NOTES ESC-2 DRAWN Nili41114b IF THIS BAR DOES Our commitment is clear. xl NOT MEASURE 1" EPK JULY 2018 murraysmi ,. RIVER TERRACE SOUTH p THEN DRAWING IS CHECKED a NOT TO SCALE 81074PE PUMP STATION PROJECT NO. 6827 AND 27 of 171 6 NO. DATE BY REVISION ROY ROGERS GRAVITY PROJECT NO. 6883 PROJECT NO.: 17-20021 SCALE: AS SHOWN I DATE: JULY2018 1 0 o\N'' II ANGLE FILTER FABRIC GQP�C.\ ss So.MiN* I FENCE TO ASSURE SOIL IS TRAPPED S� FLO ° ° p ■ E� PQ ¢ • A o' d . • MEArl... MI • c D .p .4 RADIUS = 25' MIN. 4+:G °' ' Q p' , INTERLOCKED Q¢. ��\\ 5 . ° . \off SS 2„x 2” POSTS CLEAN PIT RUN OR 3"- 6" CLEAN ROCK QRO��OF cc,- AND ATTACH PLAN VIEW / \� ' I NTS SUBGRADE REINFORCEMENT \\C'R P, GEOTEXTILE, AS REQUIRED P"' 8" MIN. USE STITCHED LOOPS DEPTH 3' MINIMUM _ OVER 2"x2" POSTS NOTES: -1-7 *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL FROM TOE SLOPE �■ 1. BURY BOTTOM OF FILTER FABRIC 6" co VERTICALLY BELOW FINISHED GRADE. -1 GRAVEL CONSTRUCTION LO o ENTRANCE CURB RAMP 4,, I OI 2. FENCE POSTS2"x 2" FIR, . OR STEEL N N'-' `,//�♦ 4 3. POSTS TO BE INSTALLED ON Q 4 a Ya PAVEMENT ���,' UPHILL SIDE OF SLOPE. ou- ��a -` ���� 4. COMPACT BOTH SIDES OF FILTER FABRIC l'//i,//„///i f/ //7/ / / I `ir // \/\\/\ \j\\\%\\j\\j`\\j\\j\\j TRENCH. ID z ��/�\/ \/\\\//\\%\\% \// '`* ' g ° 5. PANELS MUST B E PLACED i.ii.//,\/�\/�\/�\//\\/�\\`\\\,,,/,/jj jj p ° 9 p. DETACCORDING TO N0.940 SPACING ON \\\% % PROFILE NTS co NOTES: N 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ppp: ::...::.:..::....:::::: .0�. ::....:.:.:�:�:.:�:.�.�:. .�.4 MEASURE4. SUSEDTO RAP SEDIMENT.MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY '.. ;,"M..p;.••41;0.;:;:;:;:;:;.p;.;,...:;.40;;:;:;:;; ;:;.;.;. 0. FILTER FABRIC MATERIAL rn o 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. I x:40; ,ifii••Z.0 V4 .; MAY BE USED SHORT TERM W/ UTILITY WORK AND W/ PHASING OF DEVELOPMENT liat�.i�� tiil 0 ________ grim e,1•-11.NI Ima�llil INS ul l 11111/shUu FLOW „ II;::I:�IIII -,;-•.,..:ill;a ��1iAlulili 117��� II 111111111111\v.J( �'..,I'I `�..■I I Y X 2-X 82'OS ANGLED WOODEN STAKES PLACED 10.0.C. mina!1 -----_ ■I t11 j/N'•11�� ` 11 COMPOST SOCKS(1I'TYPK:AL) IMIIIIIhI 4 1 illan `1 i tthe IIISIMI1rI1n1 IMII�iim MIIIIIM III NINA II1.-IIIIII 3 " IA X11•�I■, 7i -_S. .1w'�,II�I��MIi WORK AREA •\ A EA T.BE PROTECTED !ramie w�M�♦II Atrile I 11111 I 1111 IIow -!'i�:m mug II,�,r III I I 1-- II II JI;"nlnIIMICIP 1.n.-�nm 1►�il/��\\C:!! !11 2 I/ u. w. I.! f Ilii �/. , nl�■-1e'-1 Pn1IIl ji11P h i ce- - - _ 2>` t ill i eI1_s- _E j, • 11. 't'ø1IiIIi' �:. IKI � 111 SECTION n 11 i4:141E3moilam —111/4 60" ► AREA DRAIN Y X 2'X 36'WOODEN STAKES ON EITHER SIDE OF _�DQMPOBT SOCKS,PUCEO IO'O.C. CATCH BASIN ."'•'.Ifl71ir1 AREA TO SE 11a1111/IUll�gfl PROTECTED FLOW Y-- suffigl it4 11111111ICOMPOST SOCKS(12'TYPICAL)•� II COMPOST FILTER SOCK DN SLOPER AND L ` FIII�►►II�IIIIIIIII. WATER FLOW SPACING BASED T)SLOPE � -- - :. �- '� II\I\►111111111iI1 SLOPE SPACING(FT) DIAMETER(IN) 111 p N <3:50 250 B J ' IIIIII..1.�11111 IIIIIII��.>:\I11N�' 1 I 1 1...... g1Vl ' • •• I �11 9", \ I If 1111I1111�1UII1111j WORK AREA 130-1:10 100 12 18 ~ - 11101 111 kuil FLOW 1:1o1s lDo u o 11111/111 11/111/11 11 11:2 50 18 DITCH BOTTOM 111rIII N c 0 IIIA UIIIIIIIII -.MO - TV 'IIIIIIIIJIlIIIImI NOTES: o1.1 0a 11 IIIIIIIIIIIIIIIIII PLAN. 1.COMPOST SOCKS SHALL BE FILTREXXO SOXX^,OR ;I;\n111111111111111 APPROVED EQUAL. E i ! "I„►1iI'".I.Ilillli.'I'i1t�;Il'III�Ie;, 1.COMPOST MATERIAL TO BE DISPERSED ON SITE,AS U ,_ 1...1 111 DETERMNED BY ENGINEER. .111..\1i - p , p4 - IIIR111I11II111►Ill 3.DO NOT PIERCE OR PUNCTURE COMPOST SOCKS. Y n1nIn1111111/li • Z'-'.. DITCH INLET PLAN VIEW I lioiktionimiuu III;Il1:1911 gl , 1;111111 igeriv _ "` A COMPOST SOCK 0 o SCALE: NTS 6" overlap of bags. NOTES: a 1. ADDITIONAL MEASURES MUST BE cn CONSIDERED DEPENDING ON SOIL TYPES. 3 a M 2. BIO—FILTER BAGS SHOULD BE STAKED W WHERE APPLICABLE USING (2) 1"x2"WOODEN o STAKES OR APPROVED EQUAL PER BAG. N . CJ N 3. WHEN USING 30" BIO—BAGS TO FOR FURTHER INFORMATION PROTECT A CATCH BASIN YOU MUST ON DESIGN CRITERIA SEE 19 cu HAVE 4 BAGS AND THEY SHALL BE CHAPTER 4 OF CLEAN WATER OVERLAPPED BY 6". SERVICES EROSION PREVENTION AND SEDIMENT CONTROL a PLANNING AND DESIGN MANUAL. z n INLET PROTECTION TYPE 4 C1eanWaterr Services DRAWING NO. 915 REVISED 12-06 Our commitment is clear. ill F CITY OF TIGARD PERMIT SET -- CONFORMED DRAWINGS NOTICE FC ORIGINAL ✓T° SHEET UPDATED WITH ESCP PERMIT .,., CHANGES . i DESIGNED STAMPED BY (tel w ` EROSION AND SEDIMENT CONTROL NEM EDWARD P.KREIPE CleanWater"ater Services ESC-4 io DRAWN DETAILS - 2 a IF THIS BAR DOES murraysmitOur commitment is clear. OUT I NOT MEASURE I^ EPK JULY 2018 RIVER TERRACE SOUTH 0 A THEN DRAWING IS CHECKED PUMP STATION PROJECT NO. 6827 AND 11/7/18 FC ESCP PERMIT REVISIONS NOT SCALE 81074PE 29 of 171 6 NO. DATE BY REVISION L ROY ROGERS GRAVITY PROJECT NO. 6883 PROJECT NO.: 17-2002'SCALE: AS SHOWN'DATE: JULY 2018 FOR FURTHER INFORMATION FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE 4ON DESIGN CRITERIA SEE % CHAPTER 4 OF CLEAN WATER i '�'�S CHAPTER 4 OF CLEAN WATER III i-i Y°iy SERVICES EROSION PREVENTIONr��!�i�0•,,,-' SERVICES EROSION PREVENTION AND SEDIMENT CONTROL �,��p��;;�� ,;,4, i � ' AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. j�/ ' i/ PLANNING AND DESIGN MANUAL. SPACING FOR CHECK DAMS " ,v,„ �� x,.,,0 G•o.,.,, o.'°,�%moo'., ��Q DITCH GRADE %'%''�:''.;.;.::�: i���:�.'%�:o:�-"' • �i,�i�ir I ,%o// �i2�f T� 6 INCH 12 INCH 18 INCH ���i�;,�.,,., . �oi�i�o,�r� � /�/�D o, �i,��jice/j 6% NOT ALLOWED 16 FT O.C. 26 FT O.C. ,.•'�-�Di ..°-' • ..:4$,,, 9i� NOT ALLOWED 20 FT 30 FT �� �����, 5/0 00x/.. // i '% 37 4% NOT ALLOWED 26 FT 40 FT ; 't It'', 3% 15 FT 33 FT 50 FT •-I4, , ,.. ...., 2% 25 FT 50 FT 80 FT �o.,opos,o,\ v ••�� / •�''' op,,I,,,+• /II BARRIER SPACING FOR GENERAL APPLICATION ' INSTALL PARALLEL ALONG CONTOURS AS FOLLOWS /-,�ofi,;°0oee:,/Oj�io� SPLAN VIEW iii/i'%.,�,: ...i,,�•,��% a % SLOPE SLOPE MAXIMUM SPACING ON SLOPE NTS o 10% OR FLATTER 10:1 OR FLATTER 300 FT s" OVERLAP 03 o >10% OR <15% >10:1 OR <7.5:1 150 FT TYPICAL 6 >15% OR <20% >7.5:1 OR <5:1 100 FT `�. —w� ��� : °' 20% OR 30% 5:1 OR 3.5:1 50 FT �•`� P. iliPP--- 1iii al \ 0 v is��rit�� >30% OR <50% >3.5:1 OR <2:1 25 FT ^0s__- A U W PROFILE o NTS N O o NOTES: 1. STAKING OF BAGS REQUIRED USING (2) 1"X2" WOOD STAKES OR APPROVED EQUAL PER BAG. v 2. SURFACE MUST BE SMOOTH BEFORE APPLICATION. in FOR MORE INFORMATION REGARDING THESE TABLES SEE CHAPTER 4 TABLES 4-3 AND 4-7 OF 3. CHECK DAMS CAN BE CONSTRUCTED USING STRAW WATTLES OR OTHER MATERIALS AS APPROVED CLEAN WATER SERVICES EROSION PREVENTION AND SEDIMENT CONTROL DESIGN MANUAL. BY THE DISTRICT OR CITY. U 0 cil SPACING TABLES CHECK DAM BIO—FILTER BAG CleanWater Services C1eanWater Services v Our commitment is clear. Our commitment is clear. iY > DRAWING NO. 940 REVISED 12 06 DRAWING NO. 845 REVISED 12-06 3 • N CITY OF TIGARD PERMIT SET O N CONFORMED DOCUMENTS NOTICE EC ORIGINAL C1eanWater Services SHEET FOR CONSTRUCTION D 1 DESIGNED STAMPED BY EROSION AND SEDIMENT CONTROL 'o EDWARD P.KREIPE ESC-5 DRAWN DETAILS - 3 a IF THIS BAR DOES murraysm��thxi Our commitment is clear. SOUTH MEASURE 1" EPK JULY 2018 RIVER TERRACE SOUTH THEN DRAWING IS CHECKED PUMP STATION PROJECT NO. 6827 AND a NOT TO SCALE 81074PE 30 Of 171 6 NO. DATE BY REVISION _ ROY ROGERS GRAVITY PROJECT NO. 6883 PROJECT NO.: 17-20021 SCALE: AS SHOWN 1 DATE: JULY2018 N ,'/ y jr.,,,, :',' \ / \ 69 / �•o,��r<cj it J \ / by titi io„SDy:: 'i � 76 i° ey / / / / .,/7 , \ \>7.. • ° r \ 70 `\ �/ so, ss / /''`l\\TSD \ 0 .' /' '”(**,-:•:.-g';s, . k -eks.. • `,.. , -//4 • \ �i / \ �Q / / / \ \\I ��\1\ o .\\\ 'If�0 �\ ( 7'k >05 sem. S '` ��y/ / / \ }\ N N /1i 1i 11vvv)� ®. v�ti"• TVA.•. ww'as �� :`� 'F .,\ r / / /v / v N ,14''.::''''.:.N., ,-,'.. ' - -N.,:‹ ''N,6".. .:'..",<:•.N.,,:. I / 1 , f 0 k •�• F • \ \\ 'V� 71 G 7<r\ / // / \ N �1 I I {! J' p11+00-6.6\--< lir: �\.o p \\ 7Y2X\ \\ S ���%7 so ss / /, / y \ \ ,c / 1 1 // /5�S y0''''/' \ e� ` 00\\ \ z '' Y' �` 1 ,p N / -/ / // \\ \\ N ? titi C , , , .,,,,. F • \ // / \ TRACT W / / // / • v V/ / r v v v t \ v ' v/i. / 1 ./ 4`/ // O vvmac e J0 sD v vA h ,•,,,,, i�/ • f / / �/� I i v 1 v '� I 1 \1 ({/,• S`SJ'p \ 11j/ • • �' \ �\ \ .< i , // kH��H....._�kv-r�N• -a� _ - \ t l \I s 8'42:t.0%,< \ b 0; 1 \ • O i i • • f r,st-�•,-'iN��,•,i.••••;4 \\l2 \ \ \\�/ \\ �0 . • �\ OT F 0 .� \ :tom.. 5 / • • • • • ( / 1 ,, \ \}� \ \ \\\ \ �� \ f1 • / '\ i2 j� eY`130�••aeIeoI•�2 \ N5+00 s 2, �,�� vv v N'� r / / / f/ • /�<�L 12 zli,,:i.,.....,,,.„..._...,...._•021_1,nre. •.ice_ p�Y _ v `\ \\\\\\\\\\\\ \\NC•\ /�; f // \\ • N• / . °S,c �-';/NQ �" c.•s, #!' • f \ GRASS a• / �"^` �" � ,n\\2�J, N /7/-N`,,N N NN N �\ ��`s39� //// pG, Cp IC7 .... _-1\1 _ Q /\/ f 1 \ / \ ,. ----- - {:.. \\• _�\\ �, yc'q• 0 \�\'. ~ \/ \ \',\\\\ y•,---rtr9; �\\�.\ \ \\\O /J / 75 1 *03" ---- I- #02" /_ Od'. _-i- \ \\ \"`/ \\,1\ \ 1\\ y° ti 2Y \\\\ , ‘... \•\,\111 \y‘ y\\\ \ CONSTRUCTION ENTRANCE, ----- \ ------ 4 p 1 Q \./ \- ---,-,„',-;,-/-...: , I SEE CWS STD DET DWG 43, o y \\ \` / NO 855,SHT ESC-3 \ 7z House zaz ' \ \ ', \\\'•\ \\\ ��ff PLAN M s MATCHLINE STA N6+20 fSCALE: 1"=20' \1 �iO FF^s'ii SEE BELOW U \' 0 , Z \ r}1SD ;.-44,41*�I'VF SI, .q V 0 •Tc , , / 4.t. ,. ._tirr, J / /, ,,•'1'k (/'4+''`� ' / o \ i I ii r} '� /{'lei ` {1 NOTES: / l ' l ( 1 I I I I, , r / •>S, I 1 1 -' /! { jfl % 1 1 I 1 I II )11/1 'I// f •n�, 1. SEE SHEET ESC-2 FOR EROSION CONTROL NOTES. N t l !// i/f •/, • / 1 1 1 1 1 1 1 11 ! i.xi-,'_ / / •--' 1 1 1 1 \1 I °- 2. EROSION CONTROL MEASURES SHALL CONFORM TO N �, 1/ {/{/ / s iV i 1 1 1 1 1 1. ���//I Zt. // J!/ �� TRACT IIIiI �/-, j 55�• // / ! ry / • i Nvw,;,,��,{ .� I 1 E x. r CLEAN WATER SERVICES EROSION PREVENTION AND �i // , \ ,,,,,t- --•./ p \ l ,� w /%/ /z/// Ai> n\W,�`;rn\ \\ � \ II 1 1 I j 1 1 r ,I g. ' / OOH { SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. a f / Q�1 Opo °� \ 'HI,I, ( _ / 3. SEDIMENT FENCING TO BE INSTALLED BENEATH THE DRIP 3 Lam/ /// „,Y./..1,,' \ I \ ;s \`� \ .I I I E .:�� ~ j! v .// //, %•'1 t .; \,, LINE OF A PROTECTED TREE SHALL NOT BE TRENCHED IN. n / s / •L • \\ \4' 4�\ N ,\\'\\ 111 1 1 I I kI o / i1 / nNi // �j: s •241\ \�`-' �r\ \ -<-,,,,, 1 Ij i t 1 4 7 THE CONTRACTOR SHALL INSTEAD ROLL THE BASE OF FENCE N -.7),'//,,,,.../,,/,./.. ,l' / • it \ ` '` ``� �� . \\ \ y1/1 I'4 E i: I; !1 d /` FILTER MATERIAL AROUND A STRAW WATTLE AND STAKE u O / 7 / /-> s` 844• q,\�w o� 1 �I I I� 1 I I J 1', / WATTLE SECURELY TO THE GROUND.SEE SHEETS NFM-10& Ln / i/ \� /.I I 'I 1 f 1 NFM-11 FOR TREE PROTECTION FENCE LOCATIONS. ���) /, / �\��240 vv��A,'� vvvvv�•v�� -_ i/I ///J :.II j �I }llr� t� I( 1� /// ce N ,� / / 239 _ •\ `, \ '- -- _ i��/ / '/;•/nJJI / 1; , 00 9 - , // �ny \` • '�N8x i\.�►i ~�,--- -. °'•�„._ ..,..,.....----;....:;„:"7/0/ . l/ /� I.I/ / / ^ RSL<<, I 1 {/ //F _-238__ w V� \\ �'ti. Op, O"Q _ s - �.-2.�' / ,c •/ /// Y.. //I J J��J / • a, k� _ \ ---. �c'''\.. t-`--O _-0 `__233=g - __ • %//lOx♦ /J J///7/ INLET PROTECTION L Q ___-__ w IVsOp '.^.-.^"� • \ oi, - -�;-234.x” . �� //''`i.. / / // I .... i -- �a�- CH?p pAT>y v moi• - "/ - G �� x---23 f'—" -- ��/'' //�• //IJ % FLOW a QO -----.•'-'-'''-14-->-..--:-...• ,� . .. '-- r' / • / DRAINAGE cJ \ .,��'`• �- . ' / JJ DIRECTION i y N9 ' . / o �_ r +pp' v,- •/ ,�//o/`/ SEDIMENT FENCING -n n _-.--••----• S \ y• , - --- -`' 3? •~__ i BIOFILTER BAG CHECK DAM 1=-1=1 EXIST PROTECTED TREE, H SEE NOTE 3,TYP - __ - 223a PROPOSED FORCE MAIN —16"FM- 233 232" _23Q PLAN \_=_ -__= ==-==-'\ • N SCALE: 1"=20' CITY OF TIGARD PERMIT SET ,- CONFORMED DOCUMENTS NOTICE FC ORIGINAL SHEET U FOR CONSTRUCTION a % i DESIGNED STAMPED BY �� EROSION AND SEDIMENT CONTROL PLAN i CAD Cleanvvater Services ESC-21 DRAWN JUSTIN R.LUCE STA N1+00 TO STA N11+20 a IF THIS BAR DOES murraysm�fOur TERRACE is clear. OUT I NCRHEN DRAWING JRL JULY 2018 RIVER TERRACE SOUTH THEN DRAWING IS CHECKEDPUMP STATION PROJECT NO. 6827 AND Cr a NOT TO SCALE 80998PE 46 of 171 NO. DATE BY REVISION _.___ - _. ._ RCY ROGERS GRAVITY PROJECT NO. 6883 PROJECT NO.: 17-2002 SCALE: AS SHOWN DATE: JULY2018 • I. \\ TRACT T 11 I 1' I N \f / O \ w '� I z / r /O..J 3! Ip5�I\ ^\I N IIS N •`\ /, 10 >y � I 1 1\ l 'al ir'1.• I\\ G • \ U \ \/ , - ;; rn CONSTRUCTION ENTRANCE, \ /' � 79 h Q n \,.X �"« S \\ SEE CWS STD DET DWG fL ^ ' \ . NO 855,SHT ESC-3 \ / �.e u/ ba��. •1� '.'. Y I W ` I s . LI } •'a. : .4''•',.'t•i i- l�I \\ I.—.i • I "V TRACTS \ \ / L am• •. s't/:o.°04 1 \h 3 2 V' 0 `�2�� Z ` �� ��_ 1� ��®o 4.ti'ii: I' , ►i,c,..../... So\ . 1 °yo EXIST PROTECTED TREE, \ \f / B G ,,•7',../..i ;��01y /� aSl.opo. , I°I1 } t -�s°�l SEE NOTE 3,TYP A" ■e��� I Or t•s�\ \ TRACT R t ,/ 2 - ��' \�"`�`_II% w{I _�I k• ® c4a b ...... \ __ _ _/r \ O ,�s.� ., P<P/ •> v1 �i �I I//..i. O{/ tisk°a ✓"^.'�'. �1 'G . '�.l•-•'--.'i";: ``. _ = 231 „-� /,/ N \ �-"c' �'O1`_-' �� k - -- - II Az,\,.:. � / I1 I,a�;�:�,1y�•/��� .r�,r - -_--_.2-232 c�`�__I, �i fes" T. `t '--- -_ �-_ 4- oa 'i /� i / / / _� ��% /". i/ ,a f • /'24>. •V -\\ I I" 1 , N t 14,,i;• .► .0. 4a '� - - 21°'235-- _.- , ' // \y+\ -"• --/ may,/- I - TRACTS \` 11 3 I ..,,,,...":0;c,,,-. �s®r6±1p �� y,. - _____�36 -__-_____ .� iC • '.���N`�.1. 0�..- � .// 0V ri • • jaty 1 -------:-::.�' -246__ J I I 3 s_.,......,,,,,,, �i•Oc�� �I3t —\ oaZ9� �� �- . cc Ia 1 Oi ' . h io"ssH.-_- �� ' 'iG 1 I Bo I \_a� .. '; .N14+00 wou CHIP PATH i�:- \.�. - .�- - -� - -'3 — — ��' — rte" —_ \ . i 3, , 14: , Ir ''''''.• /t- mo` ° \ I I 0 7 N PLAN TRACT 0 w SCALE: 1"=20' F w Li.' , ! \ , \ II I I 1----—--— — I- I I 1II11 1 t . • NOTES: • I I11 a 9 21z E.•' 1. SEE SHEET ESC-2 FOR EROSION CONTROL NOTES. rn O C' Y' z C \_____---- 1 I 1 11 I Ce a o 2. EROSION CONTROL MEASURES SHALL CONFORM TO CLEAN ., 17; \ `f SW CALABASH �I `I' 3 03 z1a I I I .` U) 'II o m WATER SERVICES EROSION PREVENTION AND SEDIMENT 3 a v r7 f o I Ill I I I 1 / CONTROL PLANNING AND DESIGN MANUAL. N \' \i TER -i �- Jiii ti i m > 1 � ___----- I I C I'I 11`H w �: Eo 3, SEDIMENT FENCING TO BE INSTALLED BENEATH THE DRIP E ---- JI o LINE OF A PROTECTED TREE SHALL NOT BE TRENCHED IN TH m = .-..-:-.-7- TRACT P12 sD- - - h t .1,=, 214 I I f' 0850 / CONTRACTOR SHALL INSTEAD ROLL THE BASE OF FENCE r l Z.=to"ss 7= �J 1 H 'AD __-� I I I �a FILTER MATERIAL AROUND A STRAW WATTLE AND STAKE rsi C..) m .���: .y 1 m I I ;� i j.• . I wl / WATTLE SECURELY TO THE GROUND.SEE SHEETS NFM-10& 1/9 m CTI s �_ N N m I I� c I N U NFM-11 FOR TREE PROTECTION FENCE LOCATIONS. LL., -�-:N16+00a_ _ Y — -_a IV .. 1 o i N I 215 31 fl 1 • I .: I 3 !�— . I ��W_ 1I1 EXIST I �1 w Q I I w� A 4.WASHINGTON COUNTY STAGING AREA FOR USE BY OTHERS. v < . .--.• " ' '� /Y 1 - HOUSE .- I I-II I a/ .1 � :} COORDINATE WITH COUNTY CONTRACTOR FOR WORK WITHIN mD n z — ..,=__-- �.�\ _.` .\ N. Ili _ Q J --S''"SS\ 1 I ��� 11 , I THIS AREA AND EROSION CONTROL SEQUENCING.SEE ,y p,, �' ' •`IiIoE0.� :ls7 \__ _ \ \ I O - I 'i.I I \ A SPECIFICATION SECTION 01140-WORK RESTRICTIONS,FOR IN U1 r` \ iiii\ -'-'^' ,,s, - ' \ \ I - I� r 1 Ell, ! I ADDITIONAL COORDINATION/SEQUENCING REQUIREMENTS. v \ _ .,2,.. *•\ 0 \ . ----_C1---==-- �._ - _- 'sir �.z y-. r;t o I 1 1....•\ ____7*\--, \-----kt„, 1.. \ T\ /4 O — M 4.- T," IV a{ I / N17+00 - I I ' jjj� t1 I N19+00 / I,0 \ N \ •'. ✓ -`-.- .� I I ` \ 1 I ,I_ II q/tI I I / i-=‘. �� n0i -A 9 s.l ,y w'" 1\:1 - — I� N18+00 ,1i1 r 1 ,11 11 II I" .., N v� �� s ;�I I I' / I .' INLET PROTECTION a si isl : • I / DRAINAGE FLOW A I ,>I/ I' cri N: N WASHINGTON COUNTY G�; !_• mQ DIRECTION o STAGING AREA,SEE NOTE 4 j ~'� , I 11 / G'� }'' �� SEDIMENT FENCING n n GOP l:. / +A I �I i I I ti :,.4;C' $ `: / I ,� BIOFILTER BAG CHECK DAM o—a I-- I.; I _ PROPOSED FORCE MAIN —16"FM— fi PLAN �',,. i ;, /I. SCALE: 1"=Z0' I ; M /.--{R 1 0 N CITY OF TIGARD PERMIT SET D. CONFORMED DOCUMENTS NOTICE FC ORIGINAL SHEET -- FOR CONSTRUCTION D i DESIGNED STAMPED BY � EROSION AND SEDIMENT CONTROL PLAN 1 — BAW C1eanWater Services DRAWN 1 JUSTIN R.LUCE ESC-22 a. IF THIS BAR DOES murraysmith Our commitment is clear. STA N11+20 TO STA N17+96 R XI NOT MEASURE 1" JRL JULY2018 _ IVER TERRACE SOUTH a- /A. 08/24/18 JRL ADDENDUM NO.2 THNOT EN DRAWING OSCA EIS CHECKED 80998PE PUMP STATION PROJECT NO. 6827 AND 6 NO. DATE BY REVISION ROY ROGERS GRAVITY PROJECT NO. 6883 PROJECTNO.: 17-2002 1 SCALE: AS SHOWN'DATE: JULY 2018 47 of 171 -4411W \ CONTROL POINT LEGEND * f- e , r op " \. �` _ GROUND ELEVATION � l so I\.,111) 'y\y �\ CP DESCRIPTION • *SEE SHEET G-2 FOR CONTROL POINT TABLE. # , 'Q 10 .r` ' q TEMPORARY CONSTRUCTION �� � lorEASEMENT Vi_v \ P:100, ` \ `7 \ ...-__. \ - PERMANENT EASEMENT \ ., = = - \ / 'i / ,y.p. ill // A.4 TRENCH ��, S \ �� DAM,TYP #A416 Pt0 \\ 4(< ,',\ 7/ �, Ow ,÷ f/ (�'s �` FM PIPING EAST OF THIS ii �\ �� Vilir LOCATION IS BY OTHERS, r 1 \ SEE SHT NFM-6 u i ��MA��N�pRB \, ���MENTI ✓ Il' m al , s� <<'% ito \ ARV LOCATION - +, / _ Jt N-ARV-1,SEE ;I ARV /I `� rry RTN 2ND FMf_ 4 41\A z LOCATION y ^7 z ARV TABLE, --'"y, N-ARV-2 I '� r 44 o SHT NFM 2, c . �j �� ` �� * Ih 4 \Y Sis • ' \, 4 a PROPOSED / 5 = \ FORGE MAIN \ � -S ,iripir .41.NItr ,, ' . ,-V--,-,-,,4',,..-.'-- 14, \ \\ HEET NEM-5 i "`- EXISTING RTN \ ��_\ �\ // ,/'1 J \Ci., // NTT PUMP STATION / \ EASEMENT n',--- / // TEMPORARY 1 a ' _ // CONSTRUCTION l \ 3 , _— EASEMENT z ----- —: is\ o N O 1 1 vi , 0 x C g . 1 , , l(T: m a' E - / �r is ,\ in PLAN v SCALE: 1"=50' N CITY OF TIGARD PERMIT SET CONFORMED DOCUMENTS NOTICE ,, FOR CONSTRUCTION DESIGNED ORIGINAL SHEET 0 ., I STAMPED BY CleanWater�� Services RIVER TERRACE NORTH 2ND �� DRAWNAw FORCE MAIN OVERVIEW PLAN NFM-1 E. MLCJUSTIN R. 18 rnurraysmith d IF THIS BAR DOES Our commitment is clear. CI NOT MEASURE 1" MLC JULY 2018 )) RIVER TERRACE SOUTH 0 THEN DRAWING IS CHECKED Clr NOT TO SCALE 80998PE PUMP STATION PROJECT NO.6827 AND 154 of 171 6 NO. DATE BY REVISION ROY ROGERS GRAVITY PROJECT NO. 6883 PROJECT NO.: 17-20021 SCALE: AS SHOWN'DATE: JULY 2018 ABBREVIATIONS: ARV AIR RELEASE VALVE NIC NOT IN CONTRACT RIVER TERRACE NORTH 2ND FM ARV TABLE• ARV# MODEL SIZE(IN) INLET OUTLET DRAIN? N-ARV-1 050 RGX 1021 S4 2 2"MNPT 2"FNPT Yes N-ARV-2 050 RGX 1021 54 2 2"MNPT 2"FNPT Yes N-ARV-3* 050 RGXb 1021 54 2 2"MNPT Biased Tee Outlet,2"MNPT Yes N-ARV-4* 050 RGXb 1021 S4 2 2"MNPT Biased Tee Outlet,2"MNPT Yes N-ARV-5* 050 RGXb 1021 54 2 2"MNPT Biased Tee Outlet,2"MNPT Yes *ARV locations NIC 300 I 300 NIC I ©NIC v 1-- __ Q 290 -- - ! 7 1 1290 ul -------HGL@3.0MGD �- E 280 280 --- HGL @ 1.68 MGD(2 F?/S)C=i 2p - . u) 270 /1 ` + 270 N = : = 2 APPRO / I / 11111111A\_. u _ sn ce ! z z W FIN GRA @ � p u) Q Q ce Ce LU C/L PIPE N N 260 z 1 z ! r 1- r � F W 260 QI . / 250 I ill •�-.M�,.• 250 Q5 X fig. 16"RIDER TERRA E NORTH 7.- I 2ND FM(C900 P ) 240 'I240 co 1N I ROL ROGERS BRIDGE N N 230 _� I I' 230 W u_ EXIST RIVER TERRACE I 4 a 24"ROY ROGERS o NORTH PUMP STATION zI p I I- I GRAVITY TRUNK SS D 41 220 oiml r,..< I �ig ch - , 220 rsiti V'' O t0 J ( .-i Z O I ZN! N r.NN N �N m ( ro N QJW + QJ Q ..1 IQJ Qm 210 z uu))u!a Z v)u u~i s v~u c~n 210 rsi Q ' N i RTN 2ND FM WITHIN I 'RTN 2ND FM WITHIN ROY ROGERS RD ROW(NIC) _ 1-- RIVER TERRACE NW DEVELOPMENT I a, 200 ► 4 200 r 0+00 2+50 5+00 7+50 10+00 12+50 15+00 17+50 280+00 277+50 275+00 272+50 270+00 267+50 265+00 262+50 260+00 257+50 255+00 252+50 250+00 247+50 245+00 242+50 240+00 237+50 235+00 232+50 230+00 co 0 PROFILE SCALE: 1"=250'HORIZ,1"=25'VERT . 0 u) m u 0 0) F- v N 0 N CITY OF TIGARD PERMIT SET O O N CONFORMED DOCUMENTS NOTICE SHEET FOR CONSTRUCTION DESIGNED ORIGINAL 0�1 CAD STAMPED BY �, RIVER TERRACE NORTH 2ND DRAWN JUSTIN R.LUCE CleanWater Services N F M—2 a IF THIS AR DOES murraysm�7h Our commitment is clear. FORCE MAIN - PROFILE xl NOT MEASURE 1" MLC JULY 2018 RIVER TERRACE SOUTH CD THEN DRAWING IS CHECKED '7.. � 08/24/18 JRL ADDENDUM NO.2 NOT TO SCALE 80998PE PUMP STATION PROJECT NO. 6827 AND 1555 of 171 6 NO. DATE BY REVISION ROY ROGERS GRAVITY PROJECT NO. 6883 PROJECT NO.: 17-2002 I SCALE: AS SHOWN I DATE: JULY 2018 STA N1+12 �N t4' cr >, LIMITS OF 2"GRIND ,\ / N /' j 5-it y ^-Y' / /' NOTES: by//by 10„Som. 'it-7, &INLAY,TYP,SEE STA N1+60 69 0s „co j y/ \ FURNISH&INSTALL: �/ t. t '� \ / 1.ALL DUCTILE IRON PIPE,FITTINGS 1-16”DI 45°BEND,MJ sNti��- SHT NFM-8 FURNISH&INSTALL: iN /� / Nr-c''' 1 -•;\ \ AND VALVES SHALL BE JOINT BONDED �J T N N 4 r 1-16"LS,MJ,TRANSITION / N / ..\/, r 6, ( / '\ TOGETHER,EXCEPT PIPING SHALL NOT / / F� /, ,N O TO C900 PVC 70 A\ s/ SOS s / /, �/so- / 4,"/".i. / ` N n / CONNECT TO EXIST SSMH PER DWG NO BE BONDED ACROSS INSULATED STAN 1+08 ` ti ?y„ �/ �.. co `N., \ / �/ STA N1+99 / X ) / JOINTS. FURNISH&INSTALL' \ ( 0 :;:;:Ss� SC\ '•,.„,,,,,,` - \o �- / / 030,SHT GD-1,PROVIDE INSIDE DROP • 4\ I off. �/ � FURNISH&INSTALL: \ Q \J, / PER DWG NO 090,SHT GD-6 1-ARV AT RTN PS, \ Ri� a •„: ( .� �c S/,�- / 5, / // / 2.ALL DUCTILE IRON PIPE,DUCTILE SEE DET 1,SHT NFM-7 (? j } I ° s �/ C J. v(/ 1-16"DI 45°BEND,MJ 5, y N FURNISH&INSTALL: I %,s, • , 0� AQP � .• N� C 1-TS/F,SEE NOTE 3 \ J / / / \ IRON FITTINGS AND VALVES SHALL BE // / N,1-TRACER BOX WRAPPED WITH POLYETHYLENE,ALL A t l �\ / 1 I I I V\��/�� �.f�;�`� O _ ` �� V Q �/ / // //CONTRACTORTO DEMO&REPLACE JOINTS WRAPPED WITH STA N1+00 /' i Ale*, �• tiq , \<7�" ‹�\ / \ ��� \ CONi / / AI\� AS REQD EXIST S/W,CURB& GEOMEMBRANE PER SPECIFICATIONS. FURNISH&INSTALL: / ; `.`� : g t`,CO 5 GUTTER,SEE DWG 120&126, 1-RTN-FM CONNECTION ASSY,/ Fes, \� \ �(� 'Q,' \ / j ( RESPECTIVELY,SHT NFM-9 3.INSTALL GALVANIC ANODE AND SEE DET 3,SHT NFM-7 ° • �' ` 7t G / / /' • ,.. s GEOMEMBRANE AND POLYETHYLENE // N �....` e 1� so; \ .\. \,•,, / s s / /, / PROTECT EXIST LIGHTON 1-TRACER BOX, O'•,♦ O �: y,S1, CONTRACTOR TO DEMO& i MIO\ �/K / __/ /../ JOINT ALL DI FITTINGS ANDSESOPUSH-ON 74 `9'`• its-, ` , -.:,.....::0,1,--,..!, \`o REPLACE EXIST MONUMENT, T POLE&JBOX RESTRAINT HARNESSES ON PVC SEE DET 1,SHT GD-9,TYP / >i �►�� 1 �Nh j / OpC X� / •/ , \ IV' ?- '" '` SEE DWG 170,SHT NFM-9 /),./?:./ N/.:. ' - a w y \N \ STA N5+30 FORCE MAIN PER DETAIL 6,SHEET 0 � J� ss �\ • ',1? ? - / -4, / .. 1p u } ( /7\ / EXIST RTNW IRRIGATION GD-10 OR DETAIL 3,SHEET GD-10 f•/, / //1,//,///7/ � � � x • i\ � �,� \� � y � f � t G �� SYSTEM FEATURE,TYP, FURNISH&INSTALL: TRACT w /\ V v. �''\ R! ` / / a 6"SS DRAIN,FROM ARV 1-16"DI 45°BEND,MJ WHERE TEST STATION IS REQUIRED. EXIST RTN PS / 0..r \/ • A:" .,..\.„,.. N. p/ -- y' / SEE NOTE 6 BYPASS MANHOLE /2- N ''�Y-k//s yo (/ s �\ I,, / TO EXIST MH AS SHOWN 1 „ , 141, ,.•. 6.,-,_ ` '�,., v� �/C5 , _ \� 4. RESTORE EXISTING SURFACE -,\ TgT1ALM° / • u \ • ..:'•� , • T_ — — \ � FEATURES TO PRECONSTRUCTION }} \j • 6 O 7 \/ \ i..��/• " \ CONDITIONS AND AS NOTED. \ \ } \ \ \`� OG N /. • / F. - 0`'� ..../ /-'^ oma /i /•, I \ �.. \ \\\\ • 1 , \ � �jy"5 �i `�.. 4+00 \,7N5+01.,0757 \ ,/2S \\ \\\,- ,,, �� I./ / / "� 'ry \ \i::� \ / 1' /55Attr,,,� �� I \ a .-,, ��.. SURFACE RESTORATION PER SHEET NNNR@ �` . ./ O CONTRACTOR TO N �/ � _ I — —\=—— — r ` /• • ., "N T � O� ti\ NFM 10 THRU NFM 18. ,, 6<• • •O •/ DEMO&REPLACE �,�� / o- F- \ STA N4+25---,-- -_ �I s`'4 \ 1',,, \ s\c; -.\ i N.... \�-.N N� ' /;?AS REQD EXIST NNN _,t'- 0\,,,,-ix *, / GRASS _`` ` >- N l s 6.CONTRACTOR TO RESTORE AND \\ �?� \ ..., \\�- 2s9 s r COMMERCIAL DWY, 3 OOi. �. 0 U FURNISH&INSTALL: \;34./\\\\ REPLACE AS REQUIRED EXISTING �. N �a N O --;\\'\'''-.. y Qo v. Q yy kg ow ,- 1-2"ARV,SEE SHT GD-8 \� 9 \ \ N /� ..'"„;<-... N:.,"..',"•.,---.., _.<,13;:....,>,,, -SEE DWG 143,SHT N','"-- ---.„. til ”" N \ i \ o - \ 3-TRACER BOXES,FOR / \ ♦ \ \ \ . as`/ G, �j \( I , a N / p 8 \ \\.\\ v IRRIGATION PIPING DAMAGED DURING b 23 iNFM-9 N _ -- / ,--_-' DRAIN&FM \ \ SITE WORK.EXISTING IRRIGATION -,<Y,7',", J�y4 / ! F, �= _ A ww 01" ��� ice\ \ SYSTEM MAPPING INCLUDED IN it — STA N3+67• -'`1-PIPE WARNING SIGN, fQQ . \ \ \ r \ T • �� �- "�.. �� o., • / CONTRACTOR TO POTHOLE --1 . (�_ t 4 r�.. } / VOLUME 2,SUPPLEMENTARY �� ? . - "FURNISH&INSTALL: SEE DET 2,SHT GD-9 c,'Z Q \ 6--` \ N./ N� N -',..<<•69- "-,� , N. • /t/' / LOCATE EXIST E&G STA N3+00 1 F ° d: _- OQ 2 ��\� o INFORMATION. \ , �N, 1 1-16"DI 22.5 BEND,MJ ¢s \ �"-,,--`,0-:,-N,--::',` FURNISH&INSTALL: oo Q �6 \�� 0 STA N1+32(APPROX)� STA N3+46 1-16"DI 11.25°BEND,MJ TRACT U /;ya.; Q G�1 2�� \X\ } } } 1 b 24 .'�� STA N1+42 1-16"DI 45°BEND,MJ '� O } / FURNISH&INSTALL: `•�'," ""� ?�\ IFURNISH&INSTALL: ?q3 O \ 7.SIDEWALK AND LANDSCAPING `�; ,,, ,'FURNISH&INSTALL: SEE NOTE 3,TYP n EXIST SEE NOTE 7 t 1-BYPASS ASSY AT RTN PS, <'.9', ,--",-, -- �n ° 1-16"DI 11.25°BEND,MJ HOUSE STA N6+02 } 1 PLANTER STRIP NOT CONSTRUCTED SEE DET 2,SHT NFM-7 \, "\ \' \ C C`� WHEN DESIGN SURVEY WAS �\\,\ �� .1 16"DI 45 BEND,MJ� FOR ALL DI FITTINGS , FURNISH&INSTALL: 2az-` \\\\ H `, . , -. , -.� /''�` --_ / I _ CONDUCTED BUT WILL BE IN PLACE AT UT ON PVC FM p 1-16"DI 45°BEND,MJ \V } 9 � \I 74 PLAN _,a,-- `, \ 1'. 1 i \ k, TIME OF FORCE MAIN CONSTRUCTION. SCALE: 1"=20' CONTRACTOR TO PRESERVE AND MATCHLINE STA N6+20 ,,, PROTECT EXISTING SURFACE o STA N1+00 TO STA N3+87 STA N3+87 TO N6+20 260 r G I CLASS'D'BF,SEE NOTE 4 N BF, SEE SHEET NFM-4 FEATURE26AS REQUIRED. N —CLASS'B' SEENOTES i a p — w ui • N DI FM PVC FM z z SEE NOTE 1&2 SEE NOTE 3 m F_ 0Lu w LL o� o 0_ z Li a O 255 N z z +Z N C]�Q U Z 0 W 0 Y). - N J 255 F- D O Z mPI w M Fri J L d "> _ n .N-I 'i O ce n_ LA w Ow Q o N 01 N_I J > H w C' O N o N EXIST GR AT H 01 H Ni N M rmy ow a J J �vW �w� 0 ¢z -=. N op , ¢ v n ai X w ';'<L11, jo w r< r m cc ce 0 m m s ._ - Z _ m _ _ .,m 0, 250 O Q.I-N O...7 (!M N 7 -a- Cl O V` , Oi "'I O (n M •D N > 0. N M c t0 t0 Z N V7 I� N F- 01 J '�d$ N Q O_',y ._ O +b,-I +=OJ O<h +0 O]_ 01 O N N +0 M p W ,-I - 0(' ' , , N 01 .. -CO N N - _WAN�Ln�0 w CT V y W +V }2.C:' OHS Lb' H J W HUT 25() N v - - - - _ ------- ----- .�w lfl .-i V' M.-i Z W V W 01 00 O W N I-N Z W N H t0 V lD ,-i H l0•-I T H N F-I Ti N H V lfl H O H M N H m M, V W X N m W V(n'n m U)LL.ti.. I Q U) .. - - --`- U)d'.. N ZZ N Z>N N ZmN N ti N in V1 .�.N Z m N V_N to N N l/)N In N N inn iny)N In o N I-0 41 iiN 0 Z N N U)N Z N N rn Z D (n Q> Z Z,-1 N _____" ---- NI O II : II x Li, H t II XII x II X X x W F''n w X'W x W x x w X II x X X X L, x >'71 x w X H,ti II x H NI II O J F-a Q cc,--i II — -__ NI N W W W W WW U W V - X Q H7 W - + 0„ 245 - - 1'�.. w.. w . w-w 1 Cl- LL.. w.-. w _ w_w _w w.. w _w.. w ._ _ _ •. _ w _ _ - _ _ - 245 \ z � z — -- = ¢ L / � Z 3 - ( ) H 240 ' / -- "-L - I - li l CLR LL w 240 16"DR-18 900 PVC ' z m z LP= SLP=-0.0015 FT/FT �� J W FLAT I Ln de 235 - 16"CL 52 DI SLP=+0. 035 FT/FT 235 p LP=FLAT , I• ,_ 1 -+ '1 3"SST, '%MIN SLP EXIS�11 Q • 16' DR-18 C900 PVC 6"SDR 35 ][ N SL •=-1.0115 FT �•� • +0.1074 FT/F- ASTM 303• PVC, L---` ' I - I EXIST 12'SS .i 230 �-_ _ SLP=2% IN 230 N - EXIST 12"SS EXIST 12"SS o eh o SEE NOTE 3,TYP v 00 v o rA a )n ,n Ln N z z z z z E 225 ¢ < ¢ a 225 in u n Li) LA Q G a O SP 9JKIKD•Q O O220 • ► 0 J 4 • ► 4 ► 220 N1+00 N1+20 N1+40 N1+60 N1+80 N2+00 N2+20 N2+40 N2+60 N2+80 N3+00 N3+20 N3+40 N3+60 N3+80 N4+00 N4+20 N4+40 N4+60 N4+80 N5+00 N5+20 N5+40 N5+60 N5+80 N6+00 N6+20 73 0 y PROFILE • la SCALE: 1"=20'HORIZ,1"=5'VERTa. CITY O F T I G A R D PERMIT SET a CONFORMED DOCUMENTS NOTICE ORIGINAL SHEET v FOR CONSTRUCTION JRL RIVER TERRACE NORTH 2ND y 0 I DESIGNED STAMPED BY = d CAD CleanWater Services FORCE MAIN - PLAN & PROFILE DRAWN JUSTIN R.LUCE NFM-3 IF THIS BAR DOES murraysm��h Our commitment is OUT FJ NOT MEASURE S" MLC JULY 2018 RIVER TERRACE SOUTH STA N1+00 TO STA N6+20 N THEN DRAWING IS CHECKED A 02/27/19 JRL EASEMENT REVISION NOT TO SCALE 80998PE PUMP STATION PROJECT NO. 6827 AND 156 of 171 (i NO. DATE BY i REVISION ROY ROGERS GRAVITY PROJECT NO. 6883 PROJECT NO.: 17-2002'SCALE: AS SHOWN I DATE: DULY 2018 NOTES: \ EXIST POND MTC ,9,, 1.INSTALL GALVANIC ANODE AND GEOMEMBRANE AND STA N6+81 STANDPIPE,OVERFLOW �1 aI9 �jNF FT'v POLYETHYLENE ON ALL DI FITTINGS AND PUSH-ON \ EL=237.00 S S FURNISH&INSTALL: 11 T JOINT RESTRAINT HARNESSES ON PVC FORCE MAIN PER 11-16"DI-16"DI 11025E BEND)MJ 1/1 ! ` N1 jX DETAIL 6,SHEET GD-10 OR DETAIL 3,SHEET GD-10, 4111 , o [// SEE NOTE 1,TYP STA N11+08 :r t, „•`<:' `, r' / 20 WHERE TEST STATION IS REQUIRED. FURNISH&INSTALL: /' ;;3`:•`;"<'" o f{ \ FOR ALL DI FITTINGS ON PVC FM 1-16"DI 11.25°BEND,MJ lc I ti 1iR'//l 2.EXISTING TREE PROTECTION AND SURFACE ` 4' /,^ �' skit/ / RESTORATION PER SHEET NFM-10 THRU NFM-18. 1-TS/F,SEE NOTE 1 e!'r y ! .' �'.Vis. • / / I 1 1 i I I n '�; �r� ���+', / 3.RESTORE EXISTING SURFACE FEATURES TO / 1 I I I' STA N10+90 I/' �ti q t t t A i i III I 1 % / . ��f s! PRECONSTRUCTION CONDITIONS AND AS NOTED ON I l r/ / •` I EXIST RTNW IRRIGATION FURNISH&INSTALL Il/ll/t M ;fig ti! ' // SHEET NFM-5. f j t I SYSTEM FEATURE,TYP, 1-16"DI 22.50 BEND,MJ ./ /, / i' .t h.2tt ;/1,///f .',,';'1-•-• T ` II 11 i' t , l \ J / at/• // %7,7/ �// ISEE NOTE 4 TRACT T t f / / < 4.CONTRACTOR TO RESTORE AND REPLACE AS 2 / I »+ I I I .j 1 � e< �i55;�•'�//. /� j \ l1�' V I ,,',,,,:y4. ,... :I i I E }, sr t / ,,,- .,./ N w Yi 03 REQUIRED EXISTING IRRIGATION PIPING DAMAGED .• // /,/// / /� V1 -"•°'9,-..,`N- N,� �\ \\,,,,,•:„,.. 5l '� FSTA URNIS +59 1'. ,ii I E " .�a1� k Q / �J Y 4 dip o O�' �\ '� Q FURNISH&INSTALL i I I I / STA N10+80 DURING SITE WORK. EXISTING IRRIGATION SYSTEM L•', I p VI s FURNISH&INSTALL: MAPPING INCLUDED IN VOLUME 2,SUPPLEMENTARY •/. •''//z., '/ - �• : ! h EDGE OF WATER 1 16"DI 11.25°BEND,NJ .i I I I I ,If E . v I t / ! , //7//.. ° \\'-- ', ,.h iI I i I I I I gaf 1 a I ,`' / Ci-BENTONITE TRENCH DAM, INFORMATION -9� //�//1`x1.. -l--so'/ .2$11\ �� �: ,_ \,� �' p /Iii f�E y 1Pll Ii �'SEEDET2,SHTNFM-8,TYP �f ?' / /o ->, \ oi��� N \ \� of I l I l °E t t 1 .�. STA N9+16 F•. I I I l Sy .2,:',,i / %// ` \ \\N /°I I I I E 1' r•l I t / FURNISH&INSTALL: �<<``�4, /'//� / 240 •\ • \ \- 1-16"DI 22.50°BEND,MJ ///// ,II•' j I: It , ! I s- r / STA N7+00 / \'\ ti i; _ �•:..� i/ /�t F i �� ' / FURNISH&INSTALL: _.__239- __ \: \,. a .--../;./.1''''''I >" ////o Jaz j//71/ 2T-9 I 1-BENTONITE TRENCH DAM- __ .'� NBxp \ " �.. .. / AA/f! I / i / 238- `-ti. p `-a"` 4 ---'-'''5'- ' / /_/// / `� gi p, O `�,_\ - _r- - -_-_6---_,-",--',//% ///fi' / STA N10+28 �J \Qo ,.., _ \� ~• -,--_,,• \ �' -~ _.237`.SYN-- 1�x`' ///` FURNISH DI 11I25°TBEND,MJ _. ---o `-233 _` / 0 -� Q-441- T4----.-- ``-.,\' --"" Ws�IO•^ -�,�� \ oi, --., -a•,`234 --77,-;;;,-- ..,,i-:/v.... / /, I O �_ cH P, ,,-, ,. \ �.. %, ice.- �"�- , --- /// /,-,/f// J STA N10+18 \ _ I .. °• ^� ', ,..%....••'X7/7 / //i / FURNISH&INSTALL: -_ b N9 �,7 //, ;',// 1-16"DI 22.50°BEND,MJ app— /.. = ' -� , STA N10+01 -- "`ice '_\ - --237""` ,-� FURNISH&INSTALL: E STA N8+53 . 'z3 "��- /'•/- .._, ,-' 1-16"DI 22.50°BEND,MJ m FURNISH&INSTALL: ` 234 - 0 1-16"DI 11.25°BEND,MJ - --- --_�' N-. 233' STA N9+69 .-i __ -732-_'_ _ -s f FURNISH&INSTALL: Ni a STA N8+80 -230-__-- 1-16"DI 22.50°BEND,NJ F FURNISH&INSTALL: = w 1 PIPE WARNING SIGN, Z �\ i SEE DET 2,SHT GD-9 • 2 PLAN TRACT U STA N6+20 TO STA N7+00 SCALE: 1"=20' STA N7+00 TO STA N10+90 JSTA N10+90 TO STA N11+210 N 255 I n CLASS'B'BF SEE NOTE I� N CLASS'B'BF,CLSM IN PIPE ZONE,SEE NOTE 2 G 'LASS'D'BF,SEE NOTE II 255 v = o Ow m J U o O w a F NJ m 250 0 o T, r N o Cl 250 N I0 M co O m O W W I 't zbri + Z L0 0 v - U g N mry ^z EXISTGRATC/L'IPE O w ce Z 5<-'LII, Qin II ZD FC- m 245 W w - 245 3inm inw^ +,F; CO "O O O z m Z N <N' ¢z N U)n7 + ~ w d 240 H 240 + _— - tljtEL=239 00` u m Z Pj `' ----------- ' 237. ----' Z n ---------------------- ------------- EL=237.00 -" Q N Z =-1.1 - - - I H Z oN 235 ss.:�— I 23 5 wW �j , W = w w 16"CR-18 C900 PVC H w v U) = LP =- 0. 0I 5 % :=1 V) 230 H 230 1— o Q U SEE NOTE 1,TYP m v en o < s + + + + n z z z z o w 225 ¢ ¢ ¢ 225 u tn to F Q SP SP OR SP SP OR a` 220 4 O. t • ► • ► 4 • ► 220 N6+20 N6+40 N6+60 N6+80 N7+00 N7+20 N7+40 N7+60 N7+80 N8+00 N8+20 N8+40 N8+60 N8+80 N9+00 N9+20 N9+40 N9+60 N9+80 N10+00 N10+20 N10+40 N10+60 N10+80 N11+00 N11+20 PROFILE o SCALE: 1"=20'HORIZ,1"=5'VERT CITY OF T I G A R D PERMIT SET • o CONFORMED DOCUMENTS NOTICE SHEET FOR CONSTRUCTION JRL ORIGINAL RIVER TERRACE NORTH 2ND o 4I DESIGNED STAMPED BY C1eanWater Services FORCE MAIN - PLAN & PROFILE f.') - JUSTIN R.LUCE murra smith N FM-4 DRAWN Our commitment is clear. aI IF THIS BAR DOES NOT MEASURE 1" MLC JULY 2018 RIVER TERRACE SOUTH STA N6+20 TO STA N11+20 c, THEN DRAWING IS CHECKED a 02 28 19 JRL EASEMENT REVISION NOT TO SCALE PUMP STATION PROJECT NO. 6827 AND / / 80998PE PROJECT NO.: 17-2002 I SCALE: AS SHOWN'DATE: 157 of 171 6 NO. DATE BY REVISION ROY ROGERS GRAVITY PROJECT NO. 6883JULY 2018 CONTRACTOR TO DEMO&REPLACE (.0 NOTES: AS READ EXIST MAINTENANCE I I \ / ACCESS,SEE DWG 166,SHT NFM-9 1.INSTALL GALVANIC ANODE AND LIMITS OF 2"GRIND& D I EXIST POND STANDPIPE, \ ALL DUC DUCTILE E ND POLYETHYLENEINSAND ON INLAY,TYP,SEE DET 1, ALL DUCTILE IRON FITTINGS AND OVERFLOW /' PUSH-ON JOINT RESTRAINT HARNESSES SHT NFM-8 EL=232.72 7 e ON PVC FORCE MAIN PER DETAIL 6, T \/ / SHEET GD-10 OR DETAIL 3,SHEET O TRACT T (� I73 T \ STA N12+72 GD-10,WHERE TEST STATION IS N N li^ FURNISH&INSTALL: 7 REQUIRED. a 31 III o' I 13 1-16"DI 11.25°BEND,MJ ,y I 1 i �I @ ya" I I� \ / 2. EXISTING SIDEWALK IS USED AS ------\\ ,y \i I I 7 ç ` STAN 12+80 STA N14+72 I { / / PORTION OF DRIVEWAY AT THESE r' \ •{ \ C FURNISH&INSTALL: \ FURNISH&INSTALL: 7 Z 2 { , LOCATIONS.REINFORCE REPLACEMENT Nn \ ? ® 1 rn 1-BENTONITE TRENCH DAM, 1-16"DI 22.50°BEND,MJ- / '�4 "9 iQ A/-_ b, N' \ \IM..100 ppVIN01 e SEE DET 2,SHT NFM-8 \1-16"DI 11.25°BEND,MJ, CONCRETE SIDEWALK PER DRAWING k� ,.. s / �'5,S0 143,SHEET NFM-9. Ii :.{ afFUSTR ISH&I11 FEATURES TO PRECONSTRUCTION j :: � { _ FURNISH&INSTALL: \ / ` �' 0 3.RESTORE EXISTINGSURFACE or,:::`.' m I r0 O'/ 1-16"DI 22.50°BEND,MJ \ G r 2 CONDITIONS AND AS NOTED ON SHEET. �5o r 6 4.EXISTING TREE PROTECTION AND /U �`-.-- i • {i • 0p .{ �` EDGE OF WATER A9, . Q ���` °w�- 1 \� / TRACT R \ 4 -,, �N' ?i SURFACE RESTORATION PER SHEET O• sP - �; ' { 4 „,,k,„, `1 i,,, ,:- • STA N13+30S NFM-10 THRU NFM-18. I, I \I / yp sst\ \ :{° < -�->>^ -7--:.;„7127.:=- 3 FURNISH&INSTALL: � w \ ,i ,i A0- f -...K...._,.../,248,..% X p�. r �/ I l t 23.1-PIPE WARNING SIGN, '.:_/_:._U I i/ 5.CONTRACTOR TO RESTORE AND ” k ` l N\1 1 -- _ 233 ,,1 / i %/ %'i% („.,._&:..;.„.,:�y REPLACE AS REQUIRED EXISTING L MIT i::::: PAVING. SEE DET 2,SHT GD-9 / ii / zv>.\ Q • T' o �� -23a i J _ CONTRACTOR TO LOCATE LIMITS \1 I 1'' I I $' I \ ` • 235 v\ / IRRIGATION PIPING DAMAGED DURING N,� 11 N , -236------ _ -� 0 .�`._,;'+,�' SITE WORK.EXISTING IRRIGATION OF EXIST STORMWATER PRIMARY TRACT U 1 3 I \` ::-.........s.:: s� • = 237- - — \� gX� / SYSTEM MAPPING INCLUDED IN VOLUME TREATMENT VAULT&PROTECT I I I \\ �;. 235— — —1z^s• — i�` ' -.41\- /•". `-246 DURING FM INSTALL 3 I I { "a'� N NY3x p0 '�'- L - 10 ss 4 T:N:::: �y!) � • 2,SUPPLEMENTARY INFORMATION I - -�_ __ .:. -k • '- :'_N14+0_0- . WCHIP PATi . IP / - /`CONTRACTORTODEMO&REPLACE AS J I! 9 r �8 — � REQD EXIST REINFORCED CONC S/W& 4T v MOUNTABLE CURB&GUTTER PER I I N STA N12+26 - _ _ N ,,.�_ _ -1,'� t` '/,` H- DWG'S NO 120&126,RESPECTIVELY, ® I FURNISH&INSTALL: 3>. r ,d e ------H • r ..:, SHT NFM-9,SEE NOTE 2 I 1-16"DI 22.50°BEND,MJ 1 H /�`: N I EXIST RTNW SEE NOTE 1,TYP FOR ALL IRRIGATION SYSTEM W in o DI FITTINGS ON PVC FM SEE NOT /� FEATURE TYP SEE ` - 0 N I I PLAN NOTE 5 `� TRACT 0 ` Z SCALE: 1"=20' _i c 1 p STAN 11+20 TO STA N12+60 -I z a CLASS'D'BF,SEE NOTE 3 STA N12+60 TO N14+00 STA N14+00 TO N15+80 I-m r G J CLASS'B'BF,SEE NOTE 4 F u z CLASS'B'BF,CLSM IN PIPEZONE,SEE NOTE 4 I N I ° z 1 255 ¢z p N N.6>o+ 255 U I-LU J 0 0 to=° M Z Ln m Q Z -I -I LL1 • •'Z K I-w O J Z Z N N - _-2 0H W co Z_.In ce d o 2' II f-0~W 250 >m ., .-1 N° .., n M at w(n 5 m N O 0 0 1, w.,.. __----- - 250 _ ori Z Z lt•N 7 ._ °� - W O O"-, +W"' tO 0 +W.-i --_ -"- z '0 CO Q d'N II ^1,i ti U) Ol W M ti l0 .-I V .N-I m.-, N O. J U .-I CO pG+�' O J1 U-.-1 IW, U1 N ZZNN ti 03 y N H N Z In N (co N ce W Z° V F- w N II Q Ce N II II II Q - II 11 Ce Q u? II F- Z rM 245 ti (~/1 •� w w w i CAN i N o torsi t — 245 IPN n z W w W r. ;4-co NO3 N." Z03 In O NW / / .y° 6.1 .y Z I -- - N FN j z u N z EXIST GR TT p=+$.414 J LU o, 240 z + (---- (~f.-sn m ------ ---------- � - U 240 FI . ,-I -2------- u. u Q O S z z F_ =� --- EXIST 10°S H 235 w _T Jrie �' U = LU 16"D2-18 C900 PVCc'e in 0 c EXIST 10"SS '_XIST 10"SS 235 z C EXIT 10"SSOA 16"DR 18 C900 PVC p w SLP=-0.3372 FT FT S =+0.0134 FI o N = S P=+1.16 D FT FT art n0i 230 �....► aT3 /FI 230 _, Q N SLP=-0.0015 a, FT/FT v (n 225 225 O N - 1- a, In a .-, M LI) M U .+, N M V V1 L , N , Z Z Z Z Z n 220 SEE NOTE 1, < < .2 < < ( 220 ° TYP N UI in u P. FR SP SP OR , R , S , SP , OR SP a, 215 4 ► 4 P. 4 • ► 4 • to 4 • ► 215 N11+20 N11+40 N11+60 N11+80 N12+00 N12+20 N12+40 N12+60 N12+80 N13+00 N13+20 N13+40 N13+60 N13+80 N14+00 N14+20 N14+40 N14+60 N14+80 N15+00 N15+20 N15+40 N15+60 N15+80 In PROFILE fil)o SCALE: 1"=20'HORIZ,1"=5'VERT C I TY OF T I G A R D PERMIT S E T NI CONFORMED DOCUMENTS NOTICE � RIVER TERRACE NORTH 2ND SHEET JRL ORIGINAL /P., FOR CONSTRUCTION o '� 1 DESIGNED STAMPED BY NFM—S 1 — 1 BAW CleanWater Services FORCE MAIN — PLAN & PROFILE if NIIIIIIIIIIIIII DRAWN JUSTIN R.LUCE a IF THIS BAR DOES murraysm�7h Our commitment is clear. XI NOT MEASURE I" MLC JULY 2018 RIVER TERRACE SOUTH STA N11+20 TO STA N15+80 a TNOTDTOSCALEIS _ 80998PE PUMP STATION PROJECT NO. 6827 AND I I CHECKED c� NO. DATE BY REVISION ROY ROGERS GRAVITY PROJECT NO. 6883 PROJECT NO.: 17.2002 SCALE: AS SHOWN DATE: JULY2018 158 of 171 CONNECT TO EXIST SSMH PER DWG NO 030,SHT GD-1, PROVIDE INSIDE DROP PER DWG NO 090,SHT GD-6 , I NOTES: FURNISH&INSTALL: I I I I 1 i"" 1. INSTALL GALVANIC ANODE AND GEOMEMBRANE AND 1 TRACER BOX,SEE DET 1,SHT GD-9,TYP SEE NOTE 3 I r---- I ! POLYETHYLENE ON ALL DUCTILE IRON FITTINGS AND �;' ! PUSH-ON JOINT RESTRAINT HARNESSES ON PVC FORCE p SEE NOTE 4 FOR PVMT ! t r C 2,2 I I I 1 Q G\___ !.:" MAIN PER DETAIL 6,SHEET GD-10 OR DETAIL 3,SHEET .r RESTORATION REQ'S C _____—__{_---- I � p 1, N I I ' `' 7 I t S N GD-10,WHERE TEST STATION IS REQUIRED. • 3 N N \ SW CALABASH �I r i, 3 ,p 21 in I o % © 2. WASHINGTON COUNTY STAGING AREA FOR USE BY "'I '^ 1 r H > I� _ __ I I 1 '1 / OTHERS.COORDINATE WITH COUNTY CONTRACTOR FOR TER _1\I _ � '\ —�I _ I- rn n — STA I ! ' 1 E FORCE MAIN INSTALL WORK WITHIN THIS AREA AND _ \�' j` ---12'SD -- - k = FURNISH&INSTALL: ?' oHno • — FOR SEQUENCING FOR CONNECTIONS TO COUNTY kI 70 TRACTP ---� m .r+ \ \C�_-_ � Z_l0"55 --I r EE DWG NO.50 m 1 STD -4 S 0, AL l '1 s Q a / CONTRACTOR INSTALLED PIPELINES.SEE SPECIFICATION SHT GD 4 -� I d I,i I j 11 I SECTION 01140-WORK RESTRICTIONS,FOR ADDITION m ITl �„�'�`•. ►s____f ' I - Im I I I I i II N /�j SEQUENCING/COORDINATION REQUIREMENTS. 17 N16+00`a U _ S. to i i!� rn 2:s /p 0 I � z D �\' i t •• -�N �� D x V EXIST I I w ;I I I 0 I �I Ld 3. EXISTING TREE PROTECTION AND SURFACE - i I C U1 HOUSE , I I I _ _ ,il -: s"ss , ,,. I i RESTORATION PER SHEET NFM-10 THRU NFM-18. _ T II I I I 1 I I i . " a'' n z — 1 ” I" S .,. A �\ ■ _ i I \ 101 r� 4. CONTRACTOR TO PERFORM FULL WIDTH GRIND AND Ul ! \ ,Z;\ ' ` �• ---_>_61--- n. "may... Sp i i "L — V �:I i I l I INLAY ON SW CALABASH TERRACE PER DETAIL 1,SHEET 'F \ / \ _TI-C Il/ , x y I 1 NFM-8.PAVING LIMITS TO BE DETERMINED IN FIELD CO \\ �C 2= �1 � fi` - _,I, - - 1 I / U WITH OWNER/ENGINEER. QQO N17+00 -, 1. FM i` -+�� y� - 1I I 1 : ,: r�1 lI 0 -- ���o,� 1'1""- ca-a-1 At to STAN 7+96 �• 5. CONTRACTOR TO CAP AND TEST 16"FORCE MAIN Oy 4" � N18+00 (FURNISH&INSTALL: # AND 6 AIR RELEASE VALVE DRAIN PRIOR TO CONTRACTOR TO DEMO& -13 _'r1 +" \ �/ ,1-16"DI LS,MJ z:',':' COMPLETING CONNECTIONS TO PIPELINES. REPLACE AS REQ'D EXIST / Q �-\ --717,-----,-.---14T/� CONNECT TO 16"PVC 8" ii MOUNTABLE CURB TYPE STA N17+39 --__-_„•-• _ Q 4 k I1-6"FERNCO,1000 RC SERIES 1 % 'B',SEE DET 1,SHT NFM-9 FURNISH&INSTALL: "-„,---•'---„--1, i j CONNECT TO 6"PVC 1:: I FOR ADDITIONAL 1-16"DI 11.25°BEND,MJ -----°"--''---.'" ��I c 1-PIPE WARNING SIGN i''.;INFORMATION t/ ' 'I 1 (°SEE DET 2,SHT GD-9I:• ;I/ STA N17+70 —1 0l-TRACER BOX,FOR DRAIN 1 I -1110 STA N16+38 FURNISH&INSTALL: I '1 SEE NOTE 5 '�'FURNISH&INSTALL: mnoT �� 1 �1 1 c5 ? •,'-; 1-16"DI 11.25°BEND,MJ 1 ; I • cl I.• 1-16"DI 45°BEND,MJ ,.. I I i gL I:• F- 1-TS/F,SEE NOTE 1 C f4 I , I I I/ t• v.A A WASHINGTON COUNTY - I I 1 / I 1 I./ � t+' `` STA N16+89 I i I I 't FURNISH&INSTALL: STAGING AREA,SEE NOTE 2 ti' _ 0 • 1 1-16"DI 45°BEND,MJ t''.j'I , �� I -L'� N SEE NOTE 1,TYP FOR ALL PLAN iii 0 w DI FITTINGS ON PVC FM SCALE: 1"=20' I 11 I I c.I : 7 1 F w STA N16+10 TO STA N16+43 STA N16+43 TO STA N17+97 G CLASS'D'BF,SEE NOTE 4 N CLASS'B'BF,SEE NOTE 3 a PROTECT EXIST E&T z ••i STA N15+80 TO STA N16+10 SHARED PIPE a CLASS'B'BF,SEE NOTE 3 TRENCH p '''Ci N z > -, 265 z ' o F- 265 co 0 L w 443 J J x Q w Y O w Q EXIST GR AT C/_PIPE csi J {n m 260 m o O N~ 260 io °J +w +w .+w cJ r`O Z Zro7 z�N N CO z�N I---Oipww 3 Q o II I-.-I W H.-,W ---- U.ti ___ - - 255 cot -A in (n.-1 _ _\\ /' 255 3'MIN COVER =-'-- / O - -FOR 6"DRAIN, _ ----' mss z " F TYP r1i:���.rr I u 250ce ------- :-------------- _ mama 250 o .-- CONNEC-6"ARV +t'� in z DRAIN TO EXIST SSMH o z CV .'"1-1*. AUGER BORE INS ALLED 38"CASING 82'LF F 6"SDR 35..±...24.2.21.3410\/CS - 1, r - :: •• X0.7. c w - -- SLP=+:.:: 245 u�, = W LP= :.0147 FI 5` U'^ Z CU t w J SS _g SLP=2%MIN N ,n _ EXIST 0_-- O 240 U -- p - -- --- - 240 cJ f"- -—-L_ M N On r Q + + LO n o .. ,n z SEE NOTE 1,TYP z o 235 r R r 235 ,n u , d CASING,FM&ARV DRAIN INSTALL BY ® O OTHERS,SEE NOTE 2 230 • ► 230 In N15+80 N16+00 N16+20 N16+40 N16+60 N16+80 N17+00 N17+20 N17+40 N17+60 N17+80 N18+00 N18+20 N18+40 N18+60 N18+80 N19+00 N19+20 N19+40 o PROFILE N SCALE: 1"_20'HORIZ,1"=5'VERT CITY OF T I G A R D PERMIT S E T 102 r--. CONFORMED DOCUMENTS NOTICE7RL ORIGINAL SHEET u FOR CONSTRUCTION D 1 DESIGNED STAMPED BY \ RIVER TERRACE NORTH 2ND I — I BAW C1eanWater 'Services FORCE MAIN - PLAN & PROFILE P DRAWN I JUSTIN R.LUCE murra smith NFM-6 IF THIS BAR DOES Our commitment is clear. xi NOT MEASURE 1" MLC JULY2018 RIVER TERRACE SOUTH STA N 15+80 TO STA N17+96 pTHEN DRAWING IS CHECKED "" o. A 08/24/18 JRL ADDENDUM NO. NOT TO SCALE 80998PE PUMP STATION PROJECT NO. 6827 AND 159 of 171 6 NO. DATE BY REVISION ROY ROGERS GRAVITY PROJECT NO. 6883 PROJECT NO.: 17-20021 SCALE: AS SHOWN I DATE: JULY 2018 6"MIN 6"MIN EXIST RTN PS 72" NOTES: O OO O PRECAST BYPASS KEY NOTES: 1 8 21 9 ° .v MANHOLE 1.INSTALL VALVE BOX FOR ALL VALVES,SEE DETAIL 4,SHEET GD-7. OI 2"ARV,VENT-O-MAT,OWNER FURNISHED,SEE NOTE 6,TYP a W 2.ALL ABOVE GRADE BYPASS PIPING SHALL BE PAINTED SAFETY YELLOW. 0 3"PVC PIPE i� a \ 3.LOCATE 16"RISER PIPE PER FORCE MAIN PLAN,SHEET NFM-3. 15 • 3 3"SST BALL VALVE W/LEVER HANDLE,MIPT,SEE SPECS a / .4. �4a,��� <a \ - //� 16"DI LONG RADIUS 4. ALL DI PIPING AND FITTINGS TO BE WRAPPED WITH POLYETHYLENE AND O �. I • I 0 f /I `a •..•:�.:•:�::�:�:�:�� e'° 90°BEND,MJ,SHOWN GEOMEMBRANE PER SPECIFICATIONS. O4 3"SST UNION z Oiii ) , • •V •.0"#.# 1 , .. ..� . ,�� 16"DI SPL,PE, 1 a J �� �� �� LENGTH AS REQD 6"MALE PLASTIC CAMLOCK /2 SST TAPPED PLUG O5 3"SST NIPPLE,MIPT Co O I I .����♦��� ♦���.�♦ I `' IN TOP BLIND FLG © 3"SST 90°BEND,FIPT 0O •1 . .�� 0. ...��S4 l Zia __ O7 3"SST TEE,FIPT I 0 . O. -- ( \\'' 'vv.,♦♦..♦4.♦,♦�..�.� /� __ 16"FOSTER ADAPTER ;o FIN GR OS 2"CAM-LOCK FITTING,FIPT,OWNER FURNISHED i 0 \ <••P•::�:4�:���"• ./. ., 16"GV,MJ , � / / / / / � � � � � \ a ° 16"DI 45° , / /\/�\\, ,, � � �� O9 2"FLEXIBLE HIGH TECH DURAVENT,UFD-AP URETHANE 15 20 C) ° -N • �\ �� �� ��`��/ HOSE,OR APPROVED EQUAL,OWNER FURNISHED z ',''',,' ' ,,,,,' ,' , ' ,' °� i. BEND,MJ 16"FOSTER ADAPTER 16"DI SPL,PExFLG, Z m\ �� _ a / RISER PIPE,LENGTH I0 4"x2"PVC RDCR F . ��� 16"DI WYE,MJ AS REQD,SEE NOTE 3 io 6"FLOOR io I I 4"SST PIPE,MIPT DRAIN _ 12 ANODE BAG,SEE SHT NOTE 1 FROM RTN 111 I�I ' TO 16" TB,SEE DET 3, lilSEEPLANSD FM, 1== �IIII� ~- —�III'�� SHT GD-7 13 ARV ENCLOSURE,HOT BOX LB8FEM,COLOR PER SPEC PUMP STATION PVC FM SECTION 15117 16"DI LONG RADIUS APPROX STA 90°BEND,MJ 14 LINK SEAL tF� N1+31,SEE I S 4"PVC DRAIN PIPE ,,,Co 0 ' DET TB,SEE3SBOXHTGD-7 PLAN NOTE 3 SECTION Ark 2 , F- I6 4"PVC 90°BEND 11111 v 17 BOLTED FLOOR FLG O © O • BYPASS ASSEMBLY AT RTN PS SCALE: NTS PS(-2- o I S NOT USED `N 19z 3"316 SST TAPPING SLEEVE,CONNECT TO FORCE MAIN O 20 CONNECT 4"PVC DRAIN PIPE TO BYPASS MANHOLE,SEE // % PLAN LL NOTE 5 FROM RTN U PUMP 021 2"POLYPROPYLENE CAM-LOCK FEMALE COUPLER HOSE STATION u SHANK,OWNER FURNISHED ®zSID 0 • ® ROOF OPENS THIS SIDE 1-#8&1-#12 AWG 22 2"PVC 90°BEND,OWNER FURNISHED STRANDED COPPER a FASTEN UFD TO COUPLER HOSE WIRES W/RED w 23 3"PVC UNION SHANK W/2-316 SST BANDING INSULATION TO TS/IJ, CLAMPS(TYP OF 2 LOCATIONS) TO EXISTSEE DET 1,SHT GD-10 °o 242"PVC NIPPLE,OWNER FURNISHED gl .-. t����i16"RTN 2ND FM CJ EXIST 12"DI-\ • ® v `�RELOCATION,SEE N 25 4"PVC NIPPLE PLANS 12"DI FLGxMJ 26 4"FLAP VALVE 0 ISI 0 X• ADAPTOR,SEE NOTE 3401b R a 27 3"x2"SST HEX BUSHING,MNPTxFNPT •� w■ 16"DI SPL,PE, z i� WIRE CONNECTION,TYP, �� `4 AS REQD CB 28 3"PVC 90°BEND " SEE DET 5,SHT GD-10 ® 0 S 16"DI LENGTH A ✓ 6" FASTEN HOT BOX W/4- 12"IJ J g 64"x64"CONC PAD- 6" ® MIN 1/1"x23/4"WEDGE ANCHORS 316 „ `� ADAPTOR NOTES: REINFORCE W/VERT \ SST HILTI KWIK BOLT,OR EQ, 12"GV,FLG A. ` 12"x16"DI ECCENTRIC H &HORIZ#4 REBAR @ MIN ■.�. O ® =I O PROVIDE MIN CONC CLR FORLu RDCR,FLG,SEE NOTE 2 1.PLACE NEW ANODE BAGS IN NATIVE SOIL AS PER 12"OC,TYP /1\1l 0 io • -� ANCHORS AS READ U , i O TB,SEE DET 3, •e ` 12"GV,FLG SECTION 13989.THERMITE WELD ANODE LEADS TO V a SERVICE SADDLE. iN O SHT GD-7 Oo 1 -it 12"I1 AND TS/IJ,SEE ����/ a ` .J DET 1,SHT GD-10 0 2.ALL STAINLESS STEEL PIPING SHALL BE SCHEDULE 7 �r7;,K �t4�7t 1 � kf}'`, :1 N Eva:.4r r rA iP Ir,�. rg 1r" IL �� 40.ALL SMALL DIAMETER PVC SHALL BE SCHEDULE 80. 0 © 12"DI WYE,FLG NOTES: z 3.ALL ELECTRICALLY CONTINUOUS FITTINGS , IF MIN 12"DI FLGxPE SPL, STA N1+00 1.INSTALL VALVE BOX FOR ALL VALVES,SEE v CONNECTED TO FORCE MAIN SHALL BE 316 STAINLESS 0 so ® 15 LENGTH AS REQD I I I'�--12"LS,MJ DETAIL 4,SHEET GD-7. v N STEEL,ALL OTHER FITTINGS,HARDWARE AND 2%MIN SLP ll ll`` L► p p FASTENERS SHALL BE 304 STAINLESS STEEL UNLESS © �J DD R TO MATCH > MANHOLE TO S X _ EXIST 12"DI 2.12"DITALL ECCENTRIC AND 16"DI TOP OF PIPE.SEE PIPELINE < OTHERWISE NOTED. O / 4"LAYER OF%4"-0" t 2% PROFILE,SHEET NFM-3. o CRUSHED ROCK MIN SLP 4.SLOPE CONCRETE PAD MINIMUM 0.5/o TOWARD 6" O FROM RTN 3.ALL DI PIPING AND FITTINGS TO BE u FLOOR DRAIN. PUMP STATION WRAPPED WITH POLYETHYLENE AND GEOMEMBRANE PER SPECIFICATIONS. E 5.CONTRACTOR TO CORE PENETRATION INTO EXIST 16"DI FM '<r) 72"BYPASS MH AND INSTALL TWO(2)LINK SEALS AROUND EACH 4"PVC DRAIN. ELEVATION RTN 2ND FM CONNECTION ASSEMBLY SCALE: NTS cc 6.ALL ITEMS NOTED TO BE FURNISHED BY OWNER tn SHALL BE INSTALLED BY CONTRACTOR. AIR RELEASE VALVE AT RTN PS 1 U SCALE: NTS FM-3 N CITY OF TIGARD PERMIT SET 4a r. CONFORMED DOCUMENTS NOTICE SHEET JRL ORIGINAL FOR CONSTRUCTION DESIGNED � 1 BAW STAMPED BY �� RIVER TERRACE NORTH 2ND C`leanWater�' Services NFM-7 If a� IF THIS BAR DOES DRAWNMLCJUSTIN R.LUCE murraysm�rth FORCE MAIN - DETAILS 1 Our commitment is clear. x NOTMEASUREI MLC JULY 2018 RIVER TERRACE SOUTH O THEN DRAWING IS CHECKED a NOT TO SCALE80998PE PUMP STATION PROJECT NO. 6827 AND 160 of 171 6 NO. DATE BY REVISION -__ _ - - - ROY ROGERS GRAVITY PROJECT NO. 6883 PROJECT NO.: 17-2002'SCALE: AS SHOWN I DATE: JULY 2018 o GRADE MATCH EXIST . STREET C/L 18"Tp 2q SURFACE ROAD SECTION RESTORATION, AS READ �P i,, SEE NOTE 3 GRADE 0 rV iii iiiii TRENCH PLUG HMAC WEARING COURSE / N``` TRENCH PLUG LEVEL 3;Y2"DENSE 4' Q ' z �` FORM TRENCH NOM THKN-2" p N g 0.1\.. ` PLUG USING 1,0 PIPELINE BENTONITE EXIST CURB EXIST CURB s. s. -S') —_., , `, a \�i�, , PIPELINE LL `\ BOTTOM 4 : \"`__` OF TRENCH COLD PLANE ' BOTTOM _ PVMT REMOVAL i OF TRENCH DEPTH 2" FULL WIDTH PIPE DIA PLUS 2'TO 4' ELEVATION SECTION NOTE: r NOTES: U ) 1.SEE SHEET GD-7 FOR PIPE TRENCH BACKFILL AND RESTORATION REQUIREMENTS. 1.CONSTRUCT TRENCH PLUGS WITH BENTONITE.DO NOT USE TOPSOIL. 211 HMAC INLAY TYPICAL SECTION 2.APPROXIMATE LOCATION OF TRENCH PLUGS ARE SHOWN ON PLAN SHEETS. o SW CLEMENTINE ST AND SW SABRINA AVE ® COORDINATE EXACT LOCATION WITH FIELD ENGINEER. Z SCALE: NTS 3.SURFACE RESTORATION FOR TRENCH OUT OF ROADWAY SHALL BE CLASS FE 'B'TRENCH BACKFILL TO FINISH GRADE OR AS SPECIFIED ELSEWHERE. 0 Z BENTONITE TRENCH DAM 0 U SCALE: NTS z a co n oo .a O N N .-I n coi z 3 m a u_ z H Y U O N O O N N .-I -- N N o U -- _c J O N U f0 H Ul J N U CITY OF TIGARD PERMIT SET 111, r, CONFORMED DOCUMENTS NOTICE SHEET ]RL ORIGINAL FOR CONSTRUCTION D 1 DESIGNED STAMPED BYRIVER TERRACE NORTH 2ND FORCE MAIN — DETAILS 2 DBAW RAWN JUSTIN R.LUCE CleanWater `''Services N FM—8 d IF THIS BAR DOES Our commitment is clear. pl • NOT MEASUFtE 1°THEN DRAWING IS MLC JULY 201E NI 6. murraysm�rt h RIVER TERRACE SOUTH CHECKED i NOT TO SCALE 80998PE PUMP STATION PROJECT NO. 6827 AND 161 of 171 6 NO. DATE BY REVISION _ __ _ _ ._ ROY ROGERS GRAVITY PROJECT NO. 6883 PROJECT NO.. 17-2002 SCALE: AS SHOWN DATE: JULY2018 CUES JOINT -DRAINAGE BLOCKOUT -. 10'MIN. - SEE STD 3"ID.SCHEDULE 4) DETAIL NO.146-.\\:\... DWV(ABS OR PVC) EXISTING DRIVEWAY- 6'CLASS"C AC -OR- 3'CLASS"C AC 5 BIN SEE NOTE ROW t" 6 x WATCH WIDTH&GRADE ON 8"OF 3/4'-O 1"BATTER PIPE(/COUPLING A ROAD T 6^I H I''• IR' new unc SEE NOTE 3 -.--26 I OCE TO OTREA • ''''.TOAD . ,{. T. 6• //J I%/f�f / eK= �R-t Nett= lE Wun�al T` —� 2 f 1.4.0• It _ / i a p,100 o. a o D 0p o '-t I� 6' I,< 7/ SEE NOTE 4 1 = e 2'OF 3/A-0 BASEROCII „MAX• ;. 5•MINIM SIDEWALK i -�' ��•` -. i-.a,Ir COMPACTED SUBGRADE • ” ' COMPACT&SERILI E SUBGRADE BASE COURSE-, 24' SEE ( 'AERIC COMPACTED SUBGRADE LANDSCAPE NOTE 3 LANDSCAPE SIDEWALK ADJACENT TO CURB '�` , MAINtEPANCE ACCESS �� —11111 mimmow I PLANTBI I 5'MIN. ROW A �-Ig 6R- OW 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I.AFTER 28 DAYS. , 30'MAX - 3' ROAD � ( •JL 1 Ii" ,—`�-E( 2. EXPANSION JOINS: -EI�- 5'MIN. ��'`� 1 0 MIN '" Y.i ...- ..,...11711-4-17-17,....A._, A. TO BE PRODDED: RLR. y/ 2 t/�'A.C. I)AT EACH POINT TANGENCY THE CUWB. B" lti°' 4"OF P.G.C. ON 4 OF 3/4"-0'..\\,\2•O}/4•_p• 2)AT EACH COLD JOINT. Opt COAPACTED SUBGRADE BASEROCK 3)AT EACH SIDE OF INLET STRUCTURES. 3/4" PROECTED TOP 4}AT EACH END OF DRIVEWAYS. OF CURB 2%MAX r 2%SLOPE TO STREET _qv5�+ 5)AT LOCATIONS NECESSARY TO UMIT SPACING TO 45 FEET. allilli ,/ •` n� t/ •b o p 0 0��-ci SIDEWALK AWAY FROM CURB B MATERIAL TP BE PRE-MOOED.ASPHALT IMPREGNATED,NON EXTRUDING. STREET ciC•9 .Bt." "'Y B 0 0T OTO 4 1 CONCRETE SHALL BE 3000 P.SI.AFTER 28 DAYS. WITH A THIO<NESS OF 1/2 INCH AND SHALL COVER ENTIRE CROSS SECTIO!6 CONCRETE B11:: 8q). I� 1�3 ,a,...).)*,..,* 1 II' . T PANR 6 Tn PC A COTT I(7310 1.CC,nT«FPwcF cwcrvF.cn 3, CONTRACTION JOINTS: o e c IIII=11- A. SPACING TO BE NOT MORE THAN 15 FEET. °TI.....n..-°‘ i' T SEE NOTE N0.4 - FABRIC 0.080 ' ---H-=''z?si1 ' 3 EXPMSION JOINTS&CONTRACTION JOINTS SHALL BE t/Y PR TOOLDEO ASPHALT B. THE DEPTH N'THE JOINT SHALL BE AT LEA!T 1-1/2 INCHES. PEDESTRIAN PATH OR BIKEWAY IMMIGRATED MATERIAL OR EQUAL EMENDING FROM SUBRADE FIN€',H GRADE AND PLACID AT SIDES OF DRIVEWAY APPR)ACHES,UTILITY VAULTS,WHEELCHAIR RAMPS AND AT 4 BASE ROCK 2"-0"OR 3/4"-0",95%COMPACTION. BASE ROCK SHALL BE TO 2"OF AGGREGATE SPACNG NOT TO EXCEED 45 FEET. SUBGRADE OF STREET STRUCTURE OR 4'1N DEPN,WHICHEVER IS GREATER, SECTION A-A (3/4'-0) COMPACTED 4. FOR SIDEWALK ADJACENT TO THE CUM AND POURED AT THE SAME TME AS THE CURB, NOTES' 2"RADIUS. 5. DRAINAGE BLOCIOOT-}'DIAMETER PIPE: THE IOINT BETWEEN THEM SHALL BE I TROWELED JOINT WITH A MIN.1/2NOTES: T. CONCRETE SHALL BE 3000 P.5.1,AT 28 DAYS.6 SACK MIX,SLUMP RANGE OF 1 i/2•-3" A. 3"I .PIPE(LTH COUPLING. 5. SIDEVALK SHALL HAVE A MINIMUM THCKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED B. DRAINAGE AECESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR ORB I. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. 2. CONCRETE PANELS SHALL BE SOIAIE,3/4"DEEP SCRIBES AT JOISTS 6 FEET APART, ARIA SIDEWALKOF D PORTON OF DRIVEWAY.OTHERWISE SDEWAU(SHALL HAVE SAW CUT VERTICALLY 18EACH SIDE OF MAN AND REPOURED TO FULL DEP71 OCURB " F . EDGE)ON 4 SIDES AND HAVE A LIGHT BROOM FINISH, A MEIMUM THICKNNESSSS IS O'4INCHES. 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2"RAMS ALONG BACK OF CURB. C. DRAINAGE A:CESS THROUGH NEW CURBS STALL BE PLACED A MINIMUM O.A' 26 DRAW BLOCKOUTS IN CURBS SHALL EE EXTENDED TO BACK OF SIDEWALK WITH 3"DIAMETER AND A MAXMUM OF 3.0'FROM PROPERTY LIKES. 3. FABRC TO BE A WOVEN GEOTEXTILE(AMOCO 2006)OR APPROVED:QUAL. W WN SCHETULE 40 O (ABS OR PVC)PIP AT 2%SLOPE. CONTRACTION JOINT TO BE PLACED 3. EXPANSION&CONTRACTION JOINTS SHALL BE 1/2"PREMOLDED ASPHALT IMPREGNATED I- OVER PIPE. 6. FOR SUBDIVISIONI AN"S"FOR SANITARY AND A'D"FOR STORM DRAIN SHALL MA itHIAL LM GWAL LA 1GNlI141.,2H1A4 04121011AU3. 11../2112I71 LA ALJG. 4. com.ACT AND 3TCRIUZC 3uDORADC In 7. CONCRETE SHALL HAVE A MEDIUM BR)OM FINISH AND TROWELED ON ALL FOUR SIDES SE STAMPED ON THE TOP OF THE CURB ABOVE 11E LATERAL 4 DEFORMED 13 REBAR AT 1!"EACH WAY.PLACE 3"CLEAR OF AGGREGATE. SE ALL BARS -J (FOR COMMERCIAL OIRVEWAYS ONLY) ��'V▪I TM OF T2,20 SCALE NO SCALE Ort rt w or MAD o HRDMa A SONE.Ps. R W11aN[L A srac P.T. 110 scut ,1„ Lao FAIM.P.E. OMdERC1A NoAMORPA•Be sn4c nx ,AOeun A.STOW,PC. SMITE/LANCE ACCESS OR CONCRETE oRc H° an BRI®, o.c a A N II win.woo.omannwr CURB tc GUTTER C L ow N° ,.m o.c a .,,A1.,,.."., . , .mss SIDEWALK i 20 .A.;v: YRs 26 .,," *,4 DRIVEWAY 143 AK°ART ms PEDESTRIAN/BIKE PATH 66 Z .,A„w..,,. ..S...a= O Q LL V x U As required in 2 Off typiccl sections - iio< Z Street reat of co7struction s of C ,r 4- ,- Area __ i' T-cut (see R,t+2- "'I ...- OD �,�,�1� ;i �j Surbcing //'.14.,2i.,:4 note ') LO- CO 14allit1.1.Wr 9%/ Tc�soil or o� 1 1 a !0. Q .. +rt, '" directed / Base Material R 1 RAI SI 1 s r L. r.a, ����IIr:k Q ss ox co T R"� 1, IIIII Z L✓ ll. 8 dle ii°00/1i Ilii JIi.>♦ ..- f�� V W :� J=..-,E 1 R"714' PR IEE TY 20PAVEMENT PROPERTY 3 _ _. °m 4ci- . 21'TRACT a ° ui 0 0 l j y NI c el- V Z ..•° J %-q .' y`"j--p-,g.+ 3'. .3' 10' 1Q PI L MONUMENT CASE & COVER : m 4) a aid -T ' ° / x BP TRAVEL TRAVEL I. = 0.0 �) o s a n,...� MOUNTABLE CURB TIDE'A' !(''�� D_ IV=i .g S. - 0.50' & 0.50' i IL (V jn m 0) ♦- CRUSHED ROCK I EL, ` U !>� '¢d;.: aroma¢ - 11' _ tSmA ' ic 1. MONUMENT PDXES TO BE CAST IRON OR 6" Min bedding I ,t. ,r 4' 1' O ALLOY SUITATLE FOR HEAVEY TRAFFIC below Outside Df 6" 6" R.t N2' t i2 TYPE A MOUNTABLE CURB TRE B MOUNTABLE CURB N LOADING 11056 OR 1033 SUPPLIED BY: MIN MIN o pipe bell 3/4"- 0" PER DETAL ON SHEET DTL2 MR DETAIL ON SHEET Dn.2 N EAST JORDAN IRON WORKS,INC. crushed aggrecate i 8, (PART NUMBER 3680) �TYR�+,� ,^y1027 STATE AVE ' SI" i1' 0'IR"K i MARYSViLLE WA 98271 71~ .., Z. .360)651-6144 2' Min Trend? \\iJJ �,�'�iz'Z� R 71T - SALEt nCEN (603)161 7026 Vy�^ G'> w rounaauon L ,..--,7stabilization 2. ALTERNATIVE TYPES MUST BE APPROVED if re ulfed )'4 - pBY THE CITY ENGINEERING DEPARTMENT. 4 3. APPROVED FCR ALL STREET CLASSIFICATION'_. -MINAa' SW CALABASH TERRACE PRIVATE STREET a 'C 4. MONUMENT TO BE NO DEEPER THAN 6"BELOW NOTE' II '' RT 1 3 v FINISH GRADE 1. 1'T-CUT FOR PIPE ONLY PROJECTS. t .., O (n 2. JOINTS TO BE TACK AND SANDED. _ �_ N 3. SAWCUT SHALL BE TACK COATED WITH BITUMNUS ASPHALT EMULSION. / j N T� - I COW ACTED CRUSHED ROCK MOUNTABLE CURB TYPE'B' L. We6HIA¢A 3TI+Y,r.[. F°a...LL n YK'w..A STCNF.P.E MY wlus Num. L. 5 $110 MONUMENT °.ISI No ,„„® TRENCH OAC Na TRANSER9ECCNTRACTIONJOINTS > • R.v ARE Ta BE COISTRUCTED AT INTERVALS r • LOOM 1013 BOX 1 70 AWAIT mn BACKFILL 180 NOT TO EXCEED 12 FEET.CONCRETE u) i .•,�nm.«.-», ...�..R. .` „w`r"'•�,0110� .,.�w: Swot SE 3000 PSI.2.4 INCH SLUMP. V _ CITY OF TIGARD PERMIT SET ill. SHEET CONFORMED DOCUMENTS I NOTICE )RL ORIGINAL /f y FOR CONSTRUCTION D i 1 DESIGNEDii STAMPED BY -....4,-,-- .... s \ RIVER TERRACE NORTH I — BAw C1eanWater Services N FM—9 .o DRAWN JUSTIN R.LUCE O. THIS BAR MEASURE E1" murraysm��' Our commitment is clear. 2ND FORCE MAIN DETAILS - 3 xl NOT MEASURE L" MLC JULY 2018 RIVER TERRACE SOUTH THEN DRAWING IS 0... a_ NOT TO SCALE CHECKED g0998PE pUMP STATION PROJECT NO.6827 AND 162 of 171 G NO. DATE BY REVISIONROY ROGERS GRAVITY PROJECT NO.6883 PROJECT NO.: 17-2002 SCALE: AS SHOWN DATE: JULY 2018 , GENERAL TREES REMOVAL&PRESERVATION LEGEND \�\ O / /` NFM 10 A DO FM-1 FREE PROTECTION (SHEETS ) // i -- ~ / 1. PRECONSTRUCTION CONFERENCE.THE PROJECT ARBORIST SHALL BE ON SITE TO DISCUSS X TREE TO BE REMOVED,SEE NOTE 2 METHODS OF TREE REMOVAL AND TREE PROTECTION PRIOR TO ANY CONSTRUCTION. 9 / /- '-_ '- / /a \ 2. TREE REMOVAL.TREES PLANNED FOR REMOVAL SHALL BE CLEARLY MARKED WITH PLASTIC o / / / / `` // FLAGGING OR TREE MARKING PAINT PRIOR TO REMOVAL DIRECTIONALLY FELL TREES OR / ` / /' ��` \ \ \ BRING THEM DOWN IN PIECES SO AS TO AVOID DAMAGE TO PROTECTED TREES.STUMPS OF TREE CANOPY PROTECTION AREA: / / / //'- ��� TREES PLANNED FOR REMOVAL SHOULD REMAIN IN THE GROUND WHERE FEASIBLE,OR ELSE „ _ / --- --\— / THEY MAY BE EXTRACTED FROM THE GROUND UNDER ARBORIST SUPERVISION. CONTRACTOR SHALL COORDINATE / / �� / _ _ 3. TREE PROTECTION ZONE.THE PROJECT ARBORIST SHALL DESIGNATE THE TREE PROTECTION ��� WITH PROJECT ARBORIST TO / / MONITOR EXCAVATION IN THIS / / ZONE(TPZ).WHERE FEASIBLE,THE TPZ SHALL BE ESTABLISHED AT THE DRIPLINE OF AREA. / / / -.,---- \ \` PROTECTED TREES AS A MINIMUM.IF WORK IS PROPOSED CLOSER TO THE TREES,THE TPZ /'>� \\ \ MAY BE ESTABLISHED WITHIN THE DRIPLINE AREA IF THE PROJECT ARBORIST DETERMINES / THAT THE TREES WILL NOT BE UNDULY DAMAGED.THE LOCATION OF THE TPZ SHALL BE / X X TREE PROTECTION FENCE,SEE / / \ \ SHOWN ON CONSTRUCTION DRAWINGS. TREE PROTECTION NOTE 5. / / , \ \ ' 4. EROSION CONTROL.SILT FENCING REQUIRED TO BE INSTALLED BENEATH THE DRIPLINE OF / y' \ \ \ i \ ANY PROTECTED TREE SHALL NOT BE TRENCHED IN PER MANUFACTURER SPECIFICATIONS TO / / I \ \ AVOID ROOT DAMAGE.INSTEAD,ROLL THE BASE OF THE SILT FENCE AROUND A STRAW WATTLE AND STAKE THE WATTLE SECURELY INTO THE GROUND. ' a i 5. PROTECTION FENCING.ALL TREES TO BE RETAINED SHALL BE PROTECTED BY 5-FOOT TALL /1 / /r \ \ \ 1 S METAL FENCING SECURED TO 1'/:-INCH DIAMETER STEEL OR ALUMINUM POSTS PLACED NO \ /i I \ FURTHER THAN 8-FEET ON CENTER AND SHALL BE INSTALLED AT THE EDGE OF THE TPZ. \ / ' \ I \ 6. TREE PROTECTION ZONE MAINTENANCE.THE PROTECTION FENCING SHALL NOT BE MOVED, ' I \. REMOVED,OR ENTERED BY EQUIPMENT EXCEPT UNDER DIRECTION OF THE PROJECT \ >1"/ / CONSTRUCTION EASEMENT ARBORIST. I \\ ILIMITS,SEE NOTE 12,TYP. 7. STORAGE OF MATERIAL OR EQUIPMENT.THE CONTRACTOR SHALL NOT STORE MATERIALS OR \ / EQUIPMENT WITHIN THE TPZ. 2 \ \ \ \ \\' I \ 8. EXCAVATION.TRENCH EXCAVATION ADJACENT TO PROTECTED TREES 759,640,650,651 and u 8001 SHALL BE CONDUCTED UNDER ARBORIST SUPERVISION TO MONITOR AND DOCUMENT I- \ \ / / 'I \ \I I \ 9. WORK,ANDLANDSCAPING.DIRECTFOLLOWING ROOT PRUNINGCONSTRUIFCTNECESSARY.ION PROTECTION FENCING MAY BE REMOVED FOR \ \' / / I APPROVED LANDSCAPING.LANDSCAPING SHALL BE PERFORMED BY HAND AND WITH HAND m ''t / / ' \ \ \ \ TOOLS ONLY.ADJUST PLANTING LOCATIONS AS NEEDED TO AVOID TREE ROOT IMPACTS. o \ ' \ \ ' \ \ \ HAND-WATER OR USE DRIP IRRIGATION INSTALLED ABOVE GROUND LEVEL ONLY BENEATH N /?\ \ / / \ THE DRIPLINES OF PROTECTED TREES. J \ 1 ' \ 10. TREE PROTECTION INSPECTION.AS REQUIRED BY CONDITION OF APPROVAL,THE PROJECT Q // / \\ / / , �' \ I \� ARBORIST SHALL INSPECT AND VERIFY THE LOCATION OF PROTECTION MEASURES PRIOR TO _ \ / / ' ` \ 1 \ CONSTRUCTION,MONITOR TREE PROTECTION MEASURES REGULARLY,AND PROVIDE PROPOSED FORCE MAIN BIWEEKLY WRITTEN REPORTS TO THE CITY DURING PERIODS OFOAL ACTIVE CONSTRUCTION. / I i , !!(, \ ALIGNMENT 11. FINAL REPORT.AFTER THE PROJECT HAS BEEN COMPLETED,THE PROJECT ARBORIST SHALL Q qj\ VA \\ / / ,' o H I ' \\111 'I(III \ PROVIDE A FINAL REPORT THAT DESCRIBES THE MEASURES NEEDED TO MAINTAIN AND w d'\ 'f ,K I \ "\ I� PROTECT THE REMAINING TREES. a � 12. SEDIMENT(SILT)FENCE AND OTHER EROSION CONTROL MEASURES NOT SHOWN ON SHEETS O AI l ` n *o , Y r IIIIIII NFM-10 AND NFM-11.SEE ESL SHEETS EROSION CONTROL INSTALL LOCATION. lL / \ 0 �1S/ , \i.--l * �' \ I \ III\ \■� N a � 1 /Ij co /' \ ••, \\:---'— /' /' I I ``\ I , ( I \ \ b OO H \ �� • ni V/ \ C1' i-1> \4: \,..--- 4,,,-,1 N \ \r- I r ( EXISTING TREE0 8 ,,,D \ \ , O \ � DRIP LINE \ y \ \ /co \ \ \ LIMITS,ITYP �_ \ \� * .�*j sy�2-3 i /� \�. II ��I A / \ , �� F> 1f z 2 { — ----I \ r `\ N \ \ ' , :: H i 1 \ -..,.., \ \ . 0 / , \\*\\• ce 2 \ \ \ / \ '. \ N.. --c.,__ ,I6+ 7 7 ?JAC' 4.0._it._ ' -i 0 . 2 / \ • __V +i N ,,0,111‘ sy-cS_ \ h (J \ / / V EXISTING TREE, _ / ti• • / TYP. y / 7� \ N CONSTRUCTION EASEMENT LIMITS,SEE NOTE 12,TYP. EXISTING TREE,.tii 1121e \ / TYP. ay i,.,- i / >_ • \ \ / / n • UN \ CITZ TI RD PERMIT SET o j' • N CONFORMED DOCUMENTS NOTICE SHEET MH ORIGINALSTAMPED FOR CONSTRUCTION 0 1 DESIGNED BYFOAUD • TREE PRESERVATION 1 — 1 CAD CleanWater Services NIIIIIIII DRAWN ELGHARABLI AND REMOVAL PLAN - 1 NFM-10 a IF THIS BAR DOES Our commitment is clear. xl NOT MEASURE 1^ MLC JULY2018 murr�ysmI RIVER TERRACE SOUTH p THEN DRAWING IS CHt(:KtO NOT TO SCALE748LA PUMP STATION PROJECT NO. 6827 AND 163 of 171 NO. DATE BY REVISION ROY ROGERS GRAVITY PROJECT NO. 6883 PROJECT NO.: 17-20021 SCALE: I DATE: JULY 2018 o /� _ ----\ \ _ I TREES REMOVAL&PRESERVATION LEGEND • , \---- \ — �Z c. �'� 1 _ TREE TO BE REMOVED,SEE NOTE 2 �1(/ r, ' 1 X SHT.NFM-10 1 z � . 1 _-A ` \ -- I \ 1 ,� TREE CANOPY PROTECTION AREA: •:° d` CONTRACTOR SHALL COORDINATE ��....'",7 \ ,, \-- —_- I - _ �H WITH PROJECT ARBORIST TO MONITI __- AREA. EXCAVATION IN THIS iCO \__ '\ 1' I 1X �( TREE PROTECTION FENCE,SEE TREE/� 's \ `\ �;tit` �I ---- I I I SHT.NFM-10 5. \ 1 •` I �?' 1 \______— 1 \\ \\ EXISTING TREE, \ I \ I _—---- I 1, ' ti r7 F 'ii \ \ �0i I Lam- 1 I 11 '1 In a. /// \ ii.: \ I I _--_ -- I I I I I Z CONSTRUCTION EASEMENT % N. \ \ 1 11 LIMITS AND TREE t \ - , 1 __-- I I m PROTECTION FENCE ` I I 11 \ A I — — 1 1 ----\ m �� \ \ \ \ I _____-- PROPOSED FORCE MAIN I I1+ Q - //W \ \ \ 1 7 \ .°� ALIGNMENT -_: -_: 0 / ` \ \ \ II A\ I 1 L. :::: o \\\/ ti,,,,,„,.. \,.~ \ \ CONSTRUCTION �1 \� I 11� _ I ��Ia \ \ \ I EASEMENT LIMITS am — ---- 1 =o # \ \ — — TREE PLANTING 1 \��,�� '�\ \ \ — — — — — — — —\\ —\ — -------- AREA TEr \ \ — — ---"-___ '_.. .>-:..,.-,„;-..;--,,,,..•• _.._.____� co MO �\ �. %1 -\ �� j j \ ® li ExIST , „I W ,rn 0 o �' �"`' iik1 •I/�� •-;-„,,0,,,---,•,, ,���� ����� \ \ — - -- ,�// �j \ C� HOUSE+ , 74 ::-..,,,..1,..„.''..:.,, / �, it�%- I' /L— '�k \,;-- /1XI- Il♦ ,,�riltt j,/ � ;--.- kr I $ Imo' el I1 it z _ _ _. ___ , , '4 ., ,5,___ // alt,k, "I'',.41" 1 6i7 ----,_ n ---- \ I/ (.,1 ) il t-14ir-I PC.1's- Ar7 1:;4:7-11,116";;F:,...tir:::1): "'ef- ——— ——— .... 7.4kitt tilli '44k 1 > \ . , .41.3-,if-...,..? 14 ')e' '4411. 11Z R. - -1 ,- ,- 3, ir L. EXISTING TREE, �, \ _. r.. '' 4 , r1.. C! C�c, r -' ' sl I X11 li TYP \ 44. i s - ,o TREE PLANTING � 4 �a Q AREA A ;idiom i AL \ J I \��������///jj 4\\\ tet';) p \ �� � ,lA0�' ` tl f mss` - S ' 't _ ' I I o i 49'.'°,,,,;4''r-r, a \i — _ —. _ - /� s41•1 i. �` / Ali �n z I Iy•/ ll 1 , /%1 a I � _=� �\�/ �" �s —,n.. fur \, • ' �, /Th I� 'I o I.! ) __„--- ---- NOTES: ,24.< --- ,a' ,/,*--- ,,e•vi, 4 ,,.. ® 1.WASHINGTON COUNTY STAGING AREA FOR USE BY ®WASHINGTON COUNTY 9 OTHERS.COORDINATE WITH COUNTY CONTRACTOR FOR STAGING AREA, cn WORK WITHIN THIS AREA AND SEE SPECIFICATION SEE NOTE 1 SECTION 01140-WORK RESTRICTIONS,FOR ADDITIONAL PLAN iikCOORDINATION/SEQUENCING REQUIREMENTS. SCALE: 1"=20' CITY OF TI G A R D PERMIT SET CONFORMED DOCUMENTSSHEET NOTICE MH ORIGINAL STAMPED FOR CONSTRUCTION DESIGNED 0 1 CAD BYFOAUD TREE PRESERVATION E. 4411111114111111 C1eanWater Services AND REMOVAL PLAN - 2 NFM-11 DRAWN E JULY 20 8 mI'11 UJ mirth IF THIS BAR DOES Our commitment 16 clear. " CI NOT MEASURE IMLC lULY201RIVER TERRACE SOUTH CI THEN DRAWING IS CHECKED a /A 09/04/18 JRL ADDENDUM NO.2 NOT TO SCALE 7481A PUMP STATION PROJECT NO.6827 AND of 171 6 PROIECE N NO. DATE BY REVISION _ _ ROY ROGERS GRAVITY PROJECT NO.6883 O.: 17-2002 SCALE: I DATE: JULY 2018 / / / \ < � / \ \ ��/ �� / \ • /, � 7 \� /\\ ��� �N. / \ EXISTING, TREE �/ A' \, • • • \ J ' l I I r •(�� \o \ J EXISTING EXISTING OG WASTE { ' i 111 1!111 t 4/ • \/ ,� \i• / \` , (S '> o • / �� ,/ / PAYMENT CLEANUP STATION, /% /` 1/I/ I/I 1• ::i::/ / /•-�> :0�/ >,. \`Z('• \,Q ••'�. J • / / (TYP.) SEE NOTE 4 APPROXIMATE EDGE OF ! / • / i� `� \ --/^•-:::::•::.•••‘ \ 4-.?:‘-' / IMPACT AREA,TYP. / / / ! / p • \ \1/ p e / l. / .1.EXISTING IRRIGATION SEE NOTE AR: 1( 1 ! 1/// /7- N ::: / • c �:( ` '. �- ,�'( r SYSTEM,SEE NOTE 3 \ \ \ r 1 2,,,2.6>:,, IIIP # / :. /..::.,:/:1_/.11i./.11:}\ \I \ 'i ego �O \ , ® • . 4 �1 r „ I• ` \ r ' rr ' .:.'. `tet//" \ V/ \ \ \ \ \ \ " -\ms. \• G t . • �\ EXISTING , \,( \ yTREE ����\ \Y -•-" �"�t• ,�' 7':' ::.:. • ///i� I r / / 1 ! r '� Ir• I. ' ` r e < s /\ \ (TYP.) g - \ \ • /i/ R \ ::::::.. i — /� EXISTING WOOD v \\ „ -,;••,,,2„.',, - 'l .. - 02 / \ ` / l',,...:-,/,,, ss,CHIP PATH,SEE \ --,-/2',.2„1",:,..„ \\� • a ;_-...I.----/./ iii, • • f EXISTING ____>•,--.....- /� \ ;NOTE 2(TYP.) i` ,, ,, � , \s�\� <-16 bI////- / .u. J .. / I / �\ (TYP.) / :-7/: • 4�p�9\\\\\\ r� \��� �� \\ ��2 ��. °Ill J *03" 01' /, _-_. .f_, �•\ \ \ \ \-�\ \,, \.<69,\ �.. \?1�\ r // / *02 `_ _ .t ai.,r�\ \\\;:\ 1 AN Q \ \ X24. \ '�' / `Z 'e1 \ } \ <<<`<, y EXISTING RTN I ------\?43, '* 1 1 _ '''',.‹?;91,.'.., \\ \ PUMP STATION / HOUSE s.r Mfr ; I\}I\ 242-�\\ 4� `. } \ 6 — -,`.\''y":".\\ .-'-,• / I :\\ \�D`1 r _':'{ 1\} tL I O bG+ 1 cv \ / FORCE MAUNDERGRIN '• \�\\ F _I-; lI 111 oF ��,.tk.,) \ �N --__ -` / ALIGNMENT ���I;11'.,:. ��t_-`_L�i 'i'\11 w 1 a:_')�,. I 1 o PLANT LEGEND r 11 :_ • ' 1 ; -- SYMBOL COMMON NAME/BOTANICAL NAME SIZE AND DESCRIPTION SYMBOL COMMON NAME/BOTANICAL NAME SIZE AND DESCRIPTION 1 I II •'j I \1 \\.\\ \ m i / ,I1 • \n.\\ \\ \ \ N-. . CREEPINGJUNIPER/JUNIPERUS HORIZONTALIS: 1 GAL. MATCHLINE SHEET NFM-13 SEE SHEET NFM-13 Z WESTERN WHITE PINE/PINUS MONTICOLA:3 GAL./4'HT. Y SWORD FERN/POLYSTICHUM MUNITUM: 1 GAL. rn ® RED FLOWERING CURRENT/RIBES SANGUINEUM: 1 GAL. 3 ARMSTRONG MAPLE/ACER RUBRUM'ARMSTRONG':2'CAL.,B&B n �o .., °I CHINESE REDBUD I CERCIS CHINENSIS:2'CAL.,B&B 0 OCEANSPRAY/HOLODISCUS DISCOLOR: 1 GAL. /PLAN N F_ w 0 DOUGLAS SPIREA/SPIREA DOUGLASII:1 GAL. p- QUAKING ASPEN/POPULUS TREMULOIDES:MULTI-TRUNK-3 GAL./4'HT. SCALE: 1"=20' Q J. L J _ L - - L� BURNING BUSH/EUONYMUS ALATUS:2 GAL. {' (j PONDEROSA PINE/PINUS PONDEROSA:3 GAL./4'HT. z \�iIII/!/ ® PACIFIC FLOWERING DOGWOOD/CORNUS NUTTALLII:1 GAL. i • INCENSE CEDAR/CALOCEDRUS DECURRENS:8'-10'HT.,B&B 0O J//)ll�\`� DOUBLEFILE VIBURNUM/VIBURNUM P.TOMENTOSUM:3 GAL. N O OREGON ASH/FRAXINUS LATIFOLIA:3 GAL./4'HT.o O O O RED OSIER DOGWOOD/CORNUS SERICEA: 1 GAL. VINE MAPLE/ACER CIRCINATUM:8'HT.,MULTI-TRUNK ni c �� ,L L LL LLLL RIPARIAN BANK MIX t ' KWANZAN CHERRY TREE/PRUNUS SERRULATA:2"CAL.,B&B i 1111110 //// NOTES: UPLAND FOREST MIX 1.CONTRACTOR SHALL RESTORE EXISTING LANDSCAPING ALONG FORCEMAIN U //7 ALIGNMENT WITHIN IMPACT AREA AS SHOWN. ,L,, 2.RESTORE EXISTING WOOD CHIP PATH PER DETAILS 1,2 AND 3,SHEET NFM-18,AS D • SKYLINE HONEYLOCUST/GLEDITSIA TRIANTHOS:2"CAL.,B&B 2'i SEED MIXT APS u) 3.EXISTING IR RRIGATION SYSTEM NOT FULLY SHOWN ON PLANS.ASBUILT MAPPING FOR EXISTING IRRIGATION INCLUDED IN VOLUME 2,SUPPLEMENTARY INFORMATION. •1..! + + + CONTRACTOR TO RESTORE EXISTING IRRIGATION SYSTEM TO PRECONSTRUCTION / \ + + + SEED MIX 2 CONDITION AS PART OF RESTORATION WORK. IRRIGATION SYSTEM COMPONENTS I- e, + + + MAY BE REUSED IF IN GOOD WORKING CONDITION,OTHERWISE,REPLACE-IN-KIND AS REQUIRED. VI \ � 4 * LAWN 4.CONTRACTOR TO REMOVE,STORE AND REINSTALL STREET FURNITURE AND OTHER VI �4 % DOUGLAS FIR/PSEUDOTSUGA MENZIESII:1 GAL./2'HT. •' • HARDSCAPE FEATURES AND AMMENITIES AS REQUIRED TO FACILITATE CONSTRUCTION OF FORCE MAIN.SEE DETAILS 4,5 AND 6 ON SHEET NFM-18 FOR EXISTING BENCH AND - ', T^ A`�`�D `� ERoft- RIM'S ET __ WOOD CHIPS PATH EIN T LL RE EO 0- o CONFORMED DOCUMENTS - NOTICE FE ORIGINAL STAMPED SHEET -- FOR CONSTRUCTION a 1 DESIGNED f BY FOAUD ai CAD i CleanWater\ Services LANDSCAPE PLAN - 1 NFM-12 `o • DRAWN \ ELGHARABLI murraysmilh - a IFTHIS BAR DOES Our commitment is clear. xl NOT MEASURE 1" MLC JULY2018 RIVER TERRACE SOUTH p THEN DRAWING IS CHtL.KtU a NOT TO SCALE 7481A PUMP STATION PROJECT NO. 6827 AND 165 of 171 6 NO.j DATE BY REVISION ROY ROGERS GRAVITY PROJECT NO. 6883 PROJECT NO.: 17-2002 I SCALE: I DATE: JULY 2018 Mq Tc SFFS \, EXISTING PAYMENT ' ` -y<IN.c.• Alp Ig (TYP.) /'&' ; . i��T NF • iti ...<1.,.-:,.: '',/••/filo '-ici � . µ�{.Vi. . a� 40/ \ - TREES \ I I I •.:-,- - t EXISTING ! t I I I I X� ,. `� 'p��d I iN. (TYP.) ) r : lf /�-�� / t tII ill I / I �i /J•.7 / -, 1 1 1 1 r /'‘ / 1 // i 1 1 1 ( 1 1 t I�!,�li s ,Y I/o J. t � � '6 t / /s 1 Ilii Itl tib, j.7.40 tiVC �sA "fir r "'. Wo. �''�` �\ i i IP� L l i <,� a14._..4 `14'x.►4;�,- ; I s F 2 ` � rgriowtc..4k,,�4 ,%,\ �\\ iii1 / i : /'��s` J' �` tegfi 44��r-�4 Iili + VIil t ~� EXISTING / .flRi'�� ., 1' t /��� -.. .1 ,^��.�. TREE okvl+Ni���� /II, / tJ. 1 2� _•--2 0 ��I�• �����r' 441%,.. (TYP.) u 1J. li` / f% t 23s_ , 44'11a*eI :--- `tea /,/% /V&A/ L11. Il1l11lJ I( / j ��F.9•. EXISTING WOOD �I I , 23s_- _ LL t� i/4�,' -�E5 ., CHIP • PATH,SEE ,, L //I�I/ // I � L .'� s _\ti NOTE 2(TYP.) _'---___ � ` 0 L L/ /I/ i s EXISTINGIRRIGATION �LL " t� 11, 1 ..o - ---232�~~"� 41-7 /II/I I I� SYSTEM,SEE NOTE 3 _-_ - - - --I--.� �:��!��,► -� -"�-::2 a sig ��i�'�.` L/��III//l/ I in _— EXISTING _ <': LLL LLLLJ—LE= ,J-mak - /' / ' .I a C - TREE \ �`lzl �t-Lv L_ ' ) Q \- -- 235 �. -- /�-',''/ / y"i y\�'•J % L3 ` \ (TMP') - 2341 APPROXIMATE EDGE OF/ / /- J -� -------- - 233-- / / I Lu \ \ - -232"_-.IM PACT AREA,TYP. Q \ _.�--_-------23o�JSEE NOTE 1 A/// lO I v PLANT LEGEND im SYMBOL COMMON NAME/BOTANICAL NAME: SIZE AND DESCRIPTION SYMBOL COMMON NAME/BOTANICAL NAME: SIZE AND DESCRIPTION 0 N 0 CREEPING JUNIPERUUMPERUS HORIZONTALIS: 1 GAL. co M0 /2� WESTERN WHITE PINE/PINUS MONTICOLA:3 GAL./4'HT. SWORD FERN/POLYSTICHUM MUNITUM: 1 GAL. i /, _ ` 0 RED FLOWERING CURRENT/RIBES SANGUINEUM: 1 GAL. u_ ��r- ✓/ ARMSTRONG MAPLE/ACER RUBRUM'ARMSTRONG':2"CAL.,B&B Z .� .G .'� 0 CHINESE REDBUD I CERCIS CHINENSIS:2"CAL.,B&B 7p OCEANSPRAY/HOLODISCUS DISCOLOR: 1 GAL. QUAKING ASPEN/POPULUS TREMULOIDES:MULTI-TRUNK-3 GAL./4'HT. 0 DOUGLAS SPIREA/SPIREA DOUGLASII:I GAL. _--.1 Z a Lu i(-- BURNING BUSH/EUONYMUSALATUS:2 GAL. PLAN a PONDEROSA PINE/PINUS PONDEROSA:3 GAL./4'HT. Q \�WI,�!G ® PACIFIC FLOWERING DOGWOOD/CORNUS NUTTALLII:1 GAL. USCALE: 1"=20' N • cr.': INCENSE CEDAR/CALOCEDRUS DECURRENS:8'-10'HT.,B&B 0 Z O 1//II\�\`� DOUBLEFILE VIBURNUM/VIBURNUM P.TOMENTOSUM:3 GAL. + OREGON ASH/FRAXINUS LATIFOLIA:3 GAL./4'HT. "�O// RED OSIER DOGWOOD/CORNUS SERICEA: 1 GAL. O (:I VINE MAPLE/ACER CIRCINATUM:8'HT.,MULTI-TRUNK cp N LLLL RIPARIAN BANK MIX LLLL N ' KWANZAN CHERRY TREE/PRUNUS SERRULATA:2"CAL.,B&B al CO UPLAND FOREST MIX i; / CONSTRUCTION NOTES: 10 1.CONTRACTOR SHALL RESTORE EXISTING LANDSCAPING ALONG FORCEMAIN Q j SEED MIX 1 ALIGNMENT WITHIN IMPACT AREA AS SHOWN. • SKYLINE HONEYLOCUST/GLEDITSIA TRIANTHOS:2"CAL.,B&B jj/ 2.RESTORE EXISTING WOOD CHIP PATH PER DETAILS 1,2 AND 3,SHEET NFM-18,AS APPLICABLE. 40,...._ + + + 3.EXISTING IRRIGATION SYSTEM NOT FULLY SHOWN ON PLANS.ASBUILT MAPPING FOR + + + - SEED MIX2+ + + EXISTING IRRIGATION INCLUDED IN VOLUME 2,SUPPLEMENTARY INFORMATION. CONTRACTOR TO RESTORE EXISTING IRRIGATION SYSTEM TO PRECONSTRUCTION 1 • CONDITION AS PART OF RESTORATION WORK.IRRIGATION SYSTEM COMPONENTS I- � to `' " LAWN MAYBE REUSED IF IN GOOD WORKING CONDITION,OTHERWISE,REPLACE-IN-KIND AS N0 DOUGLAS FIR/PSEUDOTSUGA MENZIESII:I GAL./2'HT. •' " REQUIRED. 4.CONTRACTOR TO REMOVE,STORE AND REINSTALL STREET FURNITURE AND OTHER HARDSCAPE FEATURES AND AMMENITIES AS REQUIRED TO FACILITATE CONSTRUCTION WOOD CHIPS PATH OF FORCE MAIN.SEE f��DEEETTALAIILLIST4,(yS�AQNDD(��6LONNN SHEET IN�FJM--1188QFOR EXISTING BENCH AND U TIN L PTA E I/ E 1 �OV/-11 V R 1 L 1\Er "�ET • , CONFORMED DOCUMENTS NOTICE FE ORIGINAL STAMPED SHEET V FOR CONSTRUCTION o , 1 DESIGNED / STAMPED •— I CAD C1eanWate `'Services LANDSCAPE PLAN - 2 DRAWN `, ELGHARABU NFM-13 n. IF THIS BAR DOES Our commitment is clear. XI NOT MEASURE I" MLC JULY2018 murraysmirt RIVER TERRACE SOUTH p THEN DRAWING IS CHECKED cc NOT TO SCALE PUMP STATION PROJECT NO. 6827 AND 7481A 166 of 171 6 NO. DATE BY REVISION ROY ROGERS GRAVITY PROJECT NO. 6883 PROJECT NO.: 17-20021 SCALE: 1 DATE: JULY 2018 • \ +M , \ EXISTING TRASH \ / RECEPTACLE AND DOG \ U. zl WASTE CLEANUP \ / r.I / I i - STATION,SEE NOTE 4 / /� 3 ti \ I \ EXISTING TRASH 4i r I ..'.'.� �.•' ^ f.. RECEPTACLE AND / 'S' S BENCH,SEE NOTE 4 - - <n� ��Clld+�i :.I I EXISTING BOLLARD, \ ,- t 1�� �-s,2T ~ �� `l� i�.� 1. o a 44 rJv+ SEE NOTE 4 4 C��;a f� 3 UN _ me c„ \ APPROXIMATE EDGE OF !�,` (� t �` a , _�= EXISTING IRRIGATION- EXISTING g. J. S SYSTEM,SEE NOTE 3 TREES IMPACT AREA,TYP. 1 V� �• 2 �\ I //:. { y h:�..` y --_- _ ----- (TYP.) \ SEE •NOTE 1 _4 '4� °:T� 1 II ® ` -23 1 d EXISTING WOOD \ / / � y��0• , . • �� EXISTING` it ��\ t: , __ -2343 ° - 2 CHIP PATH,SEE \ O �7` �j.- y S` U 2 PAYMENTS y ! ---",-,-6-' 235 NOTE 2 TYP. �� i + _�,.__ .., �: .* • . -246- — J 3 .... :.. + + 1 ilY✓11 �`•►i vii+► ,� - �illi � •'rI�� r �` co Uz� ,,� j► �� Q �( -° 0 D I EXISTING (.' I • �l "� 1, ` ^^ �) I w TREE �f I I ; �� „ 4 rnl (TYP.) `� I ��'.. \ �� % i UNDERGROUND ----� A ;_r FORCE MAIN • \ � \ i I, ALIGNMENT 0 a I \ I �� ----� 1- 11114.0. O PLANT LEGEND SYMBOL COMMON NAME/BOTANICAL NAME: SIZE AND DESCRIPTION SYMBOL COMMON NAME/BOTANICAL NAME: SIZE AND DESCRIPTION EXISTING co TREE EXISTING ti 0 CREEPING JUNIPER/JUNIPERUS HORIZONTALIS: 1 GAL. (TMP.) TREE (TYP.) u_ WESTERN WHITE PINE I PINUS MONTICOLA:3 GAL./4'HT. Y SWORD FERN/POLYSTICHUM MUNITUM: 1 GAL. TREE PLANTING z UPDATE TO WESTERN AREA,TYP 3 ® RED FLOWERING CURRENT/RIBES SANGUINEUM: 1 GAL. • ARMSTRONG MAPLE/ACER RUBRUM'ARMSTRONG':2"CAL.,B&B RED CEDAR TREE ' CHINESE REDBUD/CERCIS CHINENSIS:2"CAL.,B&B Li OCEANSPRAY/HOLODISCUS DISCOLOR: 1 GAL. 'U v�7 w ,•' QUAKING ASPEN/POPULUS TREMULOIDES:MULTI-TRUNK-3 GAL./4'HT. .0 DOUGLAS SPIREA/SPIREA DOUGLASII:1 GAL. P LA N a Q J, BURNING BUSH/EUONYMUS ALATUS:2 GAL. (ID PONDEROSA PINE/PINUS PONDEROSA:3 GAL./4'HT. 1\ SCALE: 1".=20I QZ \plI,b, ® PACIFIC FLOWERING DOGWOOD/CORNUS NUTTALLII:1 GAL. : • = INCENSE CEDAR/CALOCEDRUS DECURRENS:8'-10'HT.,B&B O ''/II 5" 0 DOUBLEFILE VIBURNUM/VIBURNUM P.TOMENTOSUM:3 GAL. O N } OREGON ASH/FRAXINUS LATIFOLIA:3 GAL./4'HT. o RED OSIER DOGWOOD/CORNUS SERICEA: 1 GAL. NVINE MAPLE/ACER CIRCINATUM:8'HT.,MULTI.TRUNK 23 NNKWANZAN CHERRY TREE I PRUNUS SERRULATA:2"CAL.,B&BCONSTRUCTION NOTES:. IIII Q7/.// UPLAND FOREST MIX 1.CONTRACTOR SHALL RESTORE EXISTING LANDSCAPING ALONG FORCEMAIN o ALIGNMENT WITHIN IMPACT AREA AS SHOWN. y 2.RESTORE EXISTING WOOD CHIP PATH PER DETAILS 1,2 AND 3,SHEET NFM-18,AS (o • SKYLINE HONEYLOCUST/GLEDffSIA TRIANTHOS:2"CAL.,B&B 0/ SEED MIX 1 3.EXIST NG IRRIGATION SYSTEM NOT FULLY SHOWN ON PLANS.ASBUILT MAPPING FOR u EXISTING IRRIGATION INCLUDED IN VOLUME 2,SUPPLEMENTARY INFORMATION. •4.! + + + CONTRACTOR TO RESTORE EXISTING IRRIGATION SYSTEM TO PRECONSTRUCTION / + + + SEED MIX 2 CONDITION AS PART OF RESTORATION WORK.IRRIGATION SYSTEM COMPONENTS F + + + MAY BE REUSED IF IN GOOD WORKING CONDITION,OTHERWISE,REPLACE-IN-KIND AS a`) 1 It REQUIRED. fp FURNITURE AND OTHER 01 % •FIR/PSEUDOTSUGA MENZIESII:1 GAL./2'HT. •+ • LAwN WESTERN R E D CEDAR 1 GA L/2' HT 4 HARDSCAPE FEATURES AND AMMENITIESCONTRACTOR TO REMOVE,STORE ANDEAS REERD TO FACILITATE CONSTRUCTION UN 11 OF FORCE MAIN.SEE DETAILS 4,5 AND 6 ON SHEETNFM-18 FOR EXISTING BENCH AND .� __-_ e.' WOOD CHIPS PATH TIN L EPT SJ{FEALJ,pTiO�I.Q T,Q LS,�OJJ�ER IBJ ST¢$E�E 1���.,,N ET • CONFORMED DOCUMENTS NOTICE FE SHEET VFOR CONSTRUCTION a I DESIGNED ORIGBYFOAUD INAL PED I — I CAD I C1eanWater Services LANDSCAPE PLAN — 3 NI4N , IF THIS BAR GOES DRAWN ELGHARABLI 0. murraysm�7' Our commitment is clear. XI NOT MEASURE I' MLC JULY 2018 RIVER TERRACE SOUTH p THEN DRAWING IS CHtLKtU a NOT TO SCALE 748 PUMP STATION PROJECT NO.6827 AND 167 of 171 6 NO. DATE BY REVISION ROY ROGERS GRAVITY PROJECT NO.6883 PROJECT NO.: 17-2002 1 SCALE: 1 DATE: JULY 2018 11;2 \\'\\' i UNDERGROUND \ 3 CALABASH • <1- ' S FORCE MAIN , ___I D I 11111 i.." ° ° ALIGNMENT i_ O TER rn n I� I," 11 EXIST _, I I I. 1 I I 1.... ... �\ _ R/W I PAVMENT,TYP I — — LL �".__ v ' • __ I EASTERN LIMIT OF PERMANENT / ,I d R:• 1161,_ r : ✓ EXISTING WOOD—__—LANDSCAPE RESTORATION /I,, 1 j..: I II LL W ��S "' CHIP PATH,SEE WITHIN RTNW,SEE NOTE 6 ® I! !'." t3. • F.-_ �`t�� �7',771",::-:-:77544:111L .-�, • NOTE 2,TYP 31 /� 4' 1 i:': •Ilii I w r,-% �. : % �� I� .'". \ EXIST 'Iw r 1 ! ' I _ _ ` :' ..�' HOUSE i 'I 1 !:.' ::! \:.., ru z irtr-,_2,f-r=-- - ' ..7:...:.,. . Ito N \\J 1:1 ..:,. .. i....i.:.-:,:. „ . _., N = \If 1�:. \� \ e�� , e „/ r,1E'\\ !U \� w I l I a� �Y:- Avi0 1 Tt* EH 1 V �4 \ A c� ��-- .`\ T j klup IlAN l I/! ce i.-:-. // / ^/�1- / I::: / I -- Cr*�l—/��1�1-1-7 .�l-� _` ` , -- �l ,I 1 1 In-II 1 >-- I �= III Qm. = � i• — .: 5 " se i "� I ,11:::': � /111(91 v Q,, oIl o I 0 ' I:I I t ?r APPROXIMATE EDGE OF , I/ I./ 5a 1.• 0 1 N IMPACT AREA,TYP, \ `� it 1, „GO (. I I Si �L SEE NOTE 1 ' I I I 11/ ';la I' •a /G 0p. , I t! .:t• / I _ �r I 1 i %1 •�� •� • jt:•/ I 1 _J EXIST TREE, C •j f I I 6 / TYP I i' �'w�,,.,' '--.R d 1 1 l ftp I I ®WASHINGTON COUNTY /:”! I uO STAGING AREA, /.:,1'..:I 1 I a PLANT LEGEND PLAN SEE NOTE 5 I in m SYMBOL COMMON NAME/BOTANICAL NAME SIZE AND DESCRIPTION SYMBOL COMMON NAME/BOTANICAL NAME SIZE AND DESCRIPTION 6; SCALE: 1"=20' ap. 0 0 CREEPING JUNIPER/JUNIPERUS HORIZONTALIS:1 GAL. oN �p • WESTERN WHITE PINE/PINUS MONTICOLA:3 GAL./4'HT. Y SWORD FERN/POLYSTICHUM MUNITUM. 1 GAL. RED FLOWERING CURRENT/RIBES SANGUINEUM: 1 GAL. • ARMSTRONG MAPLE/ACER RUBRUM'ARMSTRONG':2"CAL,B&B ., L. .p OCEANSPRAY/HOLODISCUS DISCOLOR: 1 GAL. 2 4i CHINESE REDBUD/CERCIS CHINENSIS:2"CA ,B&B Z `D IQUAKING ASPEN/POPULUS TREMULOIDES:MULTI-TRUNK-3 GAL./4'HT. 0DOUGLAS SPIREA/SPIREA DOUGLASII:1 GAL. 31 = CONSTRUCTION NOTES: PONDEROSA PINE/PINUS PONDEROSA:3 GAL./4'HT. I� BURNING BUSH/EUONYMUS ALATUS:2 GAL. F. 0 ,,,11///,,,• ED® PACIFIC FLOWERING DOGWOOD/CORNUS NUTTALLII 1 GAL. 1.CONTRACTOR SHALL RESTORE EXISTING LANDSCAPING ALONG FORCEMAIN LU ALIGNMENT WITHIN IMPACT AREA AS SHOWN. a = •• = INCENSE CEDAR/CALOCEDRUS DECURRENS:8'-10'HT.,B&B UJ//iII��� DOUBLEFILE VIBURNUM/VIBURNUM P.TOM ENTOSUM:3 GAL. 2.RESTORE EXISTING WOOD CHIP PATH PER DETAILS 1,2 AND 3,SHEET p O+ OREGON ASH/FRAXINUS LATIFOLIA:3 GAL./4'HT. NFM-18,AS APPLICABLE. 2 O RED OSIER DOGWOOD/CORNUS SERICEA: 1 GAL. VINE MAPLE/ACER CIRCINATUM:8'HT.,MULTI-TRUNK 3.EXISTING IRRIGATION SYSTEM NOT FULLY SHOWN ON PLANS. ASBUILT a MAPPING FOR EXISTING IRRIGATION INCLUDED IN VOLUME 2,SUPPLEMENTARY O L.LLL RIPARIAN BANK MIX INFORMATION. CONTRACTOR TO RESTORE EXISTING IRRIGATION SYSTEM TO N PRECONSTRUCTION CONDITION AS PART OF RESTORATION WORK. IRRIGATION I N ,/ KWANZAN CHERRY TREE/PRUNUSSERRULATA:2"CAL.,B&B LLLL SYSTEM COMPONENTS MAY BE REUSED IF IN GOOD WORKING CONDITION, r\ OTHERWISE,REPLACE-IN-KIND AS REQUIRED. -- j// UPLAND FOREST MIX w 4.CONTRACTOR TO REMOVE,STORE AND REINSTALL STREET FURNITURE AND t OTHER HARDSCAPE FEATURES AND AMENITIES AS REQUIRED TO FACILITATE MAIN. SEE DETAILS 4,5 AND 6 ON SHEET NM-18 • SKYLINE HONEVLOCUST/GLEDITSIA TRIANTHOS:2"CAL.,B&B jj/ SEED MIX 1 OR EX 5 NION G 8 NCHOAND TRASHF.:. / 1RCE _1 INSTALLATION DETAILS.OTHER U ITEMS TO BE REMOVED AND REINSTALLED AS REQUIRED. .c •� 3. ,,j- �\v ++++++• SEED MIX 2 + + + ® S.WASHINGTON COUNTY STAGING AREA FOR USE BY OTHERS.COORDINATE i°n i \, WITH COUNTY CONTRACTOR FOR WORK WITHIN THIS AREA AND SEE SPECIFICATION SECTION 01140 WORK RESTRICTION,FOR ADDITIONAL 17 (11 / ,•. LAWN COORDINATION/SEQUENCES REQUIRMENTS. / DOUGLAS FIR/PSEUDOTSUGA MENZIESII:1 GAL./2'HT. 1� ® 6.AREAS EAST OF PERMANENT LANDSCAPE RESTORATION LIMIT TO BE WOOD CHPS PATH LANDSCAPED BY COUNTY CONTRACTOR AT A LATER DATE.CONTRACTOR TO - PROVIDE TEMPORARY EROSION CONTROL SEEDING AS REQUIRED WITHIN FORCE MAIN EASEMENT AREA AFTER FORCE MAIN INSTALL WORK HAS BEEN U COMPLETED. il N CITY OF TIGARD PERMIT SET K CONFORMED DOCUMENTS NOTICE SHEET FE ORIGINAL STAMPED FOR CONSTRUCTIONti D 1 DESIGNED BY FoauD 1 — CAD ELGHARAD CleanWater Services LANDSCAPE PLAN - 4 NFM-15 a IF THIS BAR DOES Our commitment is clear. xl NOT MEASURE I" MLC JULY 2018 murraysm�7' RIVER TERRACE SOUTH OTHEN DRAWING IS CHECKED 8 09/04/18 JRL ADDENDUM NO.2 NOT TO SCALE748LA PUMP STATION PROJECT NO. 6827 AND 1_680f 171 6 NO. DATE BY REVISION ROY ROGERS GRAVITY PROJECT NO. 6883 PROJECT NO.: 17-2002 I SCALE: 'DATE: JULY 2018 0 PLANT SCHEDULE GROUNDCOVERS/SHRUBS/TREES SYMBOL QUANTITY COMMON NAME/BOTANICAL NAME SIZE AND DESCRIPTION y�v, RIPARIAN BANK-PLANT LEGEND 0 23 CREEPING JUNIPER/JUNIPERUS HORIZONTALIS: 1 GAL. TRACT'T. Y 20 SWORD FERN/POLYSTICHUM MUNITUM:1 GAL. TREES 6 RED FLOWERING CURRENT/RIBES SANGUINEUM: 1 GAL. _LLLLLLLI QTY. COMMON NAME/BOTANICAL NAME: SIZE AND DESCRIPTION _LLLLLLLI 0 8 OCEANSPRAY/HOLODISCUS DISCOLOR:1 GAL. _L L L L L L L 19 DOUGLAS SPIREA/SPIREA DOUGLASII:1 GAL. TOTAL S.F. 19 AREA .116666 AC. BIGLEAF MAPLE/ACER MACROPHYLLUM:2 GAL. 0, 9 TREES= 76 20 PACIFIC FLOWERING DOGWOOD/CORNUS NUTTALLII:1 GAL. �. BURNING BUSH/EUONYMUS ALATUS:2 GAL. S.F.X.01 ® SHRUBS= 19 MALUS FUSCA/OREGON CRABAPPLE:2 GAL. 4 PACIFIC FLOWERING DOGWOOD/CORNUS NUTTALLII:1 GAL. 380 S.F.X.05 19 DOUGLAS FIR/PSEUDOTSUGA MENZIESII:2 GAL. 0A 14 DOUBLEFILE VIBURNUM/VIBURNUM P.TOMENTOSUM:3 GAL. H SHRUBS U) O 26 RED OSIER DOGWOOD/CORNUS SERICEA: 1 GAL. QTY. COMMON NAME/BOTANICAL NAME: SIZE AND DESCRIPTION -J 95 OCEANSPRAY/HOLODISCUS DISCOLOR:1 GAL.CLUSTER GROUPS OF 3,6'O.C. o - 95 TALL OREGON GRAPE I MAHONIA AQUIFOLIUM: 1 GAL.-SINGLES-MIN.12'-O.C. ® 7 ri WESTERN WHITE PINE/PINUS MONTICOLA:3 GAL./4'HT. N 95 CLUSTERED ROSE/ROSA PISOCARPA:1 GAL.-CLUSTER GROUPS OF 3-5,4'O.C. O 95 SNOWBERRY/SYMPHORICARPUS ALBUS:1 GAL.-CLUSTER GROUPS OF 3-5,4'O.C. IS 0 9 ARMSTRONG MAPLE/ACER RUBRUM'ARMSTRONG':2"CAL.,B&B ceQ I 0 UPLAND FOREST MIX -Jirl . 7 CHINESE REDBUD/CERCIS CHINENSIS:2"CAL.,B&B SYMBOL CODE QUANTITY COMMON NAME I BOTANICAL NAME: SIZE AND DESCRIPTION p .7 / 5,328 S.F. SUNMARK SEEDS/NATIVE SWALE MIX:1-LB PER 1,000 S.F. /// UPLD(0.122 ACRES) SUNMARK SEEDS/OR APPROVED EQUALRUB SWAMP MIX:1-LB PER 1,000 S.F. 0 � 7 QUAKING ASPEN/POPULUS TREMULOIDES:MULTI-TRUNK-3 GAL./4'HT. � A 56 OCEANSPRAY/HOLODISCUS DISCOLOR:1 GAL.CLUSTER GROUPS OF 3,6'O.C. E Q 57 TALL OREGON GRAPE/MAHONIA AQUIFOLIUM:1 GAL.-SINGLES-MIN.12'-O.C. L`"I 57 CLUSTERED ROSE I ROSA PISOCARPA:1 GAL.-CLUSTER GROUPS OF 3.5,4'O.C. 0 3-; 0 2 PONDEROSA PINE/PINUS PONDEROSA:3 GAL./4'HT. 57 SNOWBERRY/SYMPHORICARPUS ALBUS:1 GAL.-CLUSTER GROUPS OF 3.5,4'O.C. o .011di: N = ip = • 11 INCENSE CEDAR/CALOCEDRUS DECURRENS:8'-10'HT.,B&B NATIVE SEED MIX Q' 9/I1 SYMBOL CODE QUANTITY COMMON NAME/BOTANICAL NAME: SIZE AND DESCRIPTION to LL O 16 OREGON ASH/FRAXINUS LATIFOL W:3 GAL.l4'HT. SUNMARK SEEDS/NATIVE SWALE MIX:1-LB PER 1,000 S.F. jj/ NATV 2,389 S.F. SUNMARK SEEDS/OR APPROVED EQUALRUB SWAMP MIX:1-LB PER 1,000 S.F. Z rn + + + SUNMARK SEEDS/NATIVE GRASSLANDS MIX:1-LB PER 1,000 S.F. 3 + + + NTGR 877 S.F. OR APPROVED EQUAL A,10 VINE MAPLE/ACER CIRCNATUM:8'HT.,MULTI-TRUNK + + + 0 m FL LAWN 3,647 S.F. PRO-TIME 309(SUPREME MIX)GRASS SEED BY HOBBS AND HOPKINS,LTD. LL., i gi% a a AT A RATE OF 8 L6511000 SQUARE FEET. Za 1 KWANZAN • CHERRY TREE/PRUNUS SERRULATA:2"CAL.,B&B Z 7 O N o 2 SKYLINE HONEYLOCUST/GLEDRSIA TRIANTHOS:2"CAL.,B&B INri N L1 t, 10 Q ,1 DOUGLAS FIR/PSEUDOTSUGA MENZIESII:1 GAL./2'HT. U , , ,, 'C , i/ .. o — UI aI u (:) ,v I— CU 2 WESTERN RED CEDAR 1 GAL/2' HT UI UN CITY OF TIGARD PERMIT SET �N N CONFORMED DOCUMENTS NOTICE FE ORIGINALSTAMPED SHFIT FOR CONSTRUCTION I 1 DESSIAGNNEDrj BYFOAUD CleanWUater ' Services LANDSCAPE PLANTS SCHEDULE NFM-16 Q DRAWN ELGHARABLI murraysmith a IF THIS BAR DOES Our commitment is clear. NOT MEASURE I" MLC )b x1 JULY2018 RIVER TERRACE SOUTH 0THEN DRAWING IS CHECKED Q- 09/04/18 JRL ADDENDUM NO.2 NOT TO SCALE 748LA PUMP STATION PROJECT NO. 6827 AND 169 of 171 6 NO. DATE BY REVISION _ ROY ROGERS GRAVITY PROJECT NO. 6883 PROJECTNO.: 17-20021 SCALE: 1 DATE: JULY2018 GENERAL NOTES: LANDSCAPE PLAN 1. THE CONTRACTOR SHALL VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL • EXISTING UTILITIES WHETHER SHOWN ON THE PLANS OR NOT.THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE "GROW STRAIGHT"TREE TIES 72 HOURS PRIOR TO CONSTRUCTION. GALV STEEL WIRE;LOOSE TO 2. THE CONTRACTOR SHALL EXAMINE FINISH SURFACE,GRADES,TOPSOIL QUALITY AND DEPTH.DO NOT START ANY WORK UNTIL ALLOW 4"OF MOVEMENT IN UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.VERIFY LIMITS OF WORK BEFORE STARTING. ALL DIRECTIONS MULCH AS SPECIFIED 100tar FINISH GRADE 3. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO ODR. KEEP MULCH CLEAR P OF TRUNK BASE CUT AND REMOVE TWINE, 4. ALL PLANT MASSES TO BE CONTAINED WITHIN A BARK MULCH BED,UNLESS NOTED OTHERWISE. BURLAP,AND WIRE BASKET 2"X 2"X 8'WOOD i ,I FROM TOP AND SIDES OF 5. BED EDGE TO BE NO LESS THAN 12"AND NO MORE THAN 18"FROM OUTER EDGE OF PLANT MATERIAL BRANCHING.WHERE STAKES SET OUTSIDE ROOTBALL. GROUND-COVER OCCURS,PLANT TO LIMITS OF AREA AS SHOWN. ROOTBALL ON D� 1111 J WINDWARD AXIS ' 6. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN AREAS. (REMOVE AFTER ONE a YEAR) I.-IIIJ lir 3'UNDER FIRST LIMBS OR 5' 7. CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL TURF AREAS PRIOR TO SEEDING,TO PROVIDE A SMOOTH AND g I1 1t��ite_.,4,.., HIGH.WHICH EVER IS LOWEST. CONTINUAL SURFACE,FREE OF IRREGULARITIES(BUMPS OR DEPRESSIONS)&EXTRANEOUS MATERIAL OR DEBRIS. .II :u—u ac, I. I.-y7.7411=41.-=I . . 1?; BACKFILL SOIL 8. QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE-OFFS AND ARE NOT GUARANTEED AS ACCURATE REPRESENTATIONS OF REQUIRED MATERIALS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DIAMETER OF HIS BID QUANTITIES AS REQUIRED BY THE PLANS AND SPECIFICATIONS.IF THERE IS A DISCREPANCY BETWEEN THE NUMBER ROOTBALL+12" LABELED ON THE PLANT TAG AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN,THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN. t 9. COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS. H NOTE: ul 10.WITH THE EXCEPTION OF THOSE TREES INDICATED ON THE TREE REMOVAL PLAN,CONTRACTOR SHALL NOT REMOVE ANY Z STAKE ALL B&B TREES. DO NOT STAKE TREES DURING CONSTRUCTION WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ODR.EXISTING VEGETATION TO REMAIN "-- 1 GALLON CONTAINER SIZE TREES SHALL BE PROTECTED AS DIRECTED BY THE ODR. o UNLESS OTHERWISE SPECIFIED. n i 11.WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD EXISTING TREES,NOTIFY ODR J TO ADJUST TREE LOCATIONS. m c 12.LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING OPERATIONS AND WRITTEN NOTIFICATION TO THE ODR. MAINTAIN TREES,SHRUBS,LAWNS AND OTHER PLANTS UNTIL FINAL ACCEPTANCE OR 90 TREE STAKING DETAIL ® DAYS AFTER NOTIFICATION AND ACCEPTANCE,WHICHEVER IS LONGER. W SCALE: NTS p 13.REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER.APPLY AMENDMENTS AND FERTILIZER PER THE RECOMMENDATIONS OF THE SOIL ANALYSIS FROM THE SITE. 7 O `L 14.BACK FILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN:ONE PART FINE GRADE COMPOST TO ONE PART E TOPSOIL BY VOLUME,BONE MEAL PER MANUFACTURE'S RECOMMENDATION,AND SLOW RELEASE FERTILIZER PER ✓ MANUFACTURER'S RECOMMENDATION. 15.GROUND COVERS AND PERENNIALS SHALL BE PLANTED WITH A MAXIMUM 2 INCH COVER OF BARK MULCH WITH NO FOLIAGE 0 COVERED. N GROUNDCOVERPLANT p MULCH AS SPECIFIED,KEEP N -•"'''' ,(' ( / `�" 16.CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE \ �,� �, �p, MULCH MULCH CLEAR OF SHRUB STEM ARCHITECT PRIOR TO INSTALLATION.PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY N �, /� /� BASE ����, ���1,— ���_ �1' //C' WITH THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT NO COST TO THE OWNER. FLL z GRADE 4K.77'` ".*4'`''�4I`�``'���I:�,' 6"SPECIFIED ED BACKFILL SOIL• ��j BACKFILL NISHED GRADETHESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. 'v4*``�``(``�``�'``(``f'`��f�`*;- 17.INSECT FREE ALL PLANT AAND IALS WITHOUT LL DE DEFECTS SUCH ASE NURSERY OWN WITH HEALTHY ROOT SYSTEMS AND FULL SUN SCALD,ABRASIONS,INJURIES AND DISFIGUREMENT.BRANCHING,DISEASE AND d •',,,,,,^' / " ' THOROUGHLY MIX INTO A m. I.—II..41 riall#" 'DEPTH OF 6" ow —�I SCARIFY EDGES AND BOTTOM 18.ALL PLANT MATERIAL SHALL BE INSTALLED AT THE SIZE AND QUANTITY SPECIFIED.THE LANDSCAPE ARCHITECT IS NOT w o o .��.It I OF HOLE RESPONSIBLE FOR SUB-STANDARD RESULTS CAUSED BY REDUCTION IN SIZE AND/OR QUANTITY OF PLANT MATERIALS. 0 IIi-II-II-III I=II. 19.LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM DESIGNED BY CONTRACTOR. 0 II-I —II-SII CONTRACTOR WILL SELVAGE FROM THE SITE OR PROVIDE MATERIALS AND INSTALL ALL IRRIGATION DOWNSTREAM OF THE gDIAMETER OF WATER METER. 12"THOROUGHLY TILLED ROOT BALL+ 20.NEW TREES THAT ARE PLANTED TO MEET THE EFFECTIVE CANOPY REQUIREMENTS SHALL CONFORM TO THE APPLICABLE O SUBSOIL N STANDARDS IN THE TIGARD URBAN FORESTRY MANUAL.THEY SHALL BE PLANTED IN ACCORDANCE WITH THE AMERICAN o NATIONAL STANDARDS INSTITUTE(ANSI)STANDARDS FOR TREE PLANTING(A300,PART 6)AND ADDITIONAL STANDARDS not NOTE: ADOPTED BY THE OREGON LANDSCAPE CONTRACTORS BOARD.NURSERY STOCK SHALL MEET THE REQUIREMENTS OF THE N1.TILL SOIL SO THAT THERE ARE NO CLODS OR AMERICAN ASSOCIATION OF NURSERYMEN FOR NURSERY STOCK(ANSI Z60.1)FOR GRADE NO.1 OR BETTER.DOUBLE STAKE CLUMPS LARGER THAN 1 1/2"DIA. TREES IF NEEDED FOR STABILITY DURING THE ESTABLISHMENT PERIOD. L 21.ROOT BARRIERS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS WHEN A STREET TREE IS cn PLANTED WITHIN 5'OF ANY HARD SURFACE,PAVING,OR UTILITY BOX. GROUNDCOVER PLANTING DETAIL ® SHRUB PLANTING DETAIL O SCALE: NTS SCALE: NTSID t 0 0 In 0 u m 0 I— a In oN CITY OF TIGARD PERMIT SET ow N '.,..... "SHEET CONFORMED DOCUMENTS NOTICE ,N� FE ORIGINAL ' FOR CONSTRUCTION o 1 DESIGNED ' :r ti CAD BYFOAUD I C1eanWater i'Services LANDSCAPE DETAILS - 1 NFM-17 ` IF THIS BAR DOES DRAWN ELGHARABLI Our commitment is clear. xi NOT MEASURE 1^ MLC JULY 2018 murraysmit ,frRIVER TERRACE SOUTH O THEN DRAWING IS CHUCKtU a NOT TO SCALE 748 LA PUMP STATION PROJECT NO. 6827 AND 170 of 171 6 NO. DATE BY REVISION ROY ROGERS GRAVITY PROJECT NO. 6883 PROJECT NO.: 17-20021 SCALE: 1 DATE: JULY 2018 NOTE: I Li , TRASH RECEPTACLE MI TRASH RECEPTACLE • 1. REMOVE ALL ORGANIC MATERIAL AND J TOPSOIL TO SUBGRADE DEPTH PRIOR TO PLACING ` WOOD CHIPS. I' 1 1 1 4"DEPTH WOOD CHIP TRAIL AS COMPACTED I/4"MINUS TOP --f. 3/4"SQUARE CENTER I` PROVIDED LAYER.COVER PANEL AND ANCHOR BOLT SECURED 3/4"SQUARE CENTER ANCHOR BOLT FOOTING i (, -a 4'4" EXISTING GRADE TO REMAIN COMPACTED 1/4"MINUS --- CONCRETE PAD LEVELING FEET WITH CONCRETE PAD T''' - .y' WITH COREgravel GRAVEL A 3/8"DIAMETER =I II III=I _ _ _ =_ STABILIZER PANEL.ON 4" k A THREADED STEEL SHAFTIII'IL 1 I�1111Jl —. III—�—�—�—�—�—-- — — ---41 :1"--— ` NOTE: ALL METAL FASTENERS —iii —111-=111=111=111-=111=111411=111=111=111=111=111= BASE COURSE :::- FILTER FABRIC r • =III= II I— =111=111=111=1— 11 , . : • • . SHALL BE FULLY GALVANIZED. 1-11 -I III- III-I -III- •t.'•-•.;.• •• �,• � �_- i__•-•i i • j• • • • • • • 6"CONCRETE FOOTING. jt_ a I, •• •• • 4!.::7-di• •i •74•••4-1:::;.4.....V1..:31.4.4:• �•�•it!,,,,:!...,-. SIZE TO MATCH TRASH d Io -41! • WOOD CHIP PATH0 RECEPTACLE BASE rA T ,LIT . L it L I1 i is Ji i_ I1.LI I . SCALE: NTS --TE-ITT-1STI IP 11111 RTTTh I,ii 1 E-,11-1.1-111--1.-EE-EI 1 II ;I4���[{��1- 4"OF CRUSHED SURFACING 5116 t BASE COURSE COMPACTED SUBGRADE s u 4"DEPTH ACCESSIBLE WOOD CHIP TRAIL AS PROVIDED TRASH RECEPTACLE / CONCRETE 0 0 FINISHED GRAS SET WOOD CHIP PATH 1/4" SCALE: NTS N r BELOW FINISHED GRADE m ,,E 2"ei4 ei: ; : e ; CONCRETE SIDEWALK p • • • aN Nl: TIF71i11' ' •• • •��•, C=7 FILTER 1 111[1:_::,I� H_G 1 L I I E- I - 1. REMOVE ALL ORGANIC 11T'' '1.4."1 :7,-1-- i T T _�T w FABRIC -1 - 1II MATERIAL AND TOPSOIL TO I 1-71 III�tN 1 1-1 ���� (�� SUBGRADE DEPTH PRIOR TO EXISTING SUBGRADE PLACING WOOD CHIPS. uO BENCH f 6"1 CONCRETE WALK/WOOD CHIP TRAI ® I ,y \ _ EL (4 PER BENCH)3/4"ANCHOR(TYPICAL) r^ SCALE: NTS (4 PER BENCH)CONCRETE FOOTING(BELOW) PLAN BENCH N •' V nsi 3/4"DIAMETER ANCHOR BOLT mu o`C®O IN LEAD SLEEVE m P USE TAMPER RESISTANT NUT 3/4"DIAMETER ANCHOR BOLT i' SET WOOD CHIP PATH 1/4" COMPACTED Y4"MINUS TOP IN LEAD SLEEVE z BELOW FINISHED GRADE LAYER.COVER PANEL AND USE TAMPER RESISTANT NUT Nat_COREgravel GRAVEL COMPACTED 1/4"MINUS WITH p. G' 3 STABILIZER PANEL.ON 4"BASE FOOTING 4"DEPTH ACCESSIBLE WOOD COURSE COMPACTED 1/4"MINUS WITH m CHIP TRAIL AS PROVIDED „_. COREgravel GRAVEL CONCRETE PAVEMENT a ��. .. . "...•"...”.„:;:;:; � STABILIZER PANEL.ON 4"BASE Lu -.r i,•r r,•r• . r.;r,r,•re S r r, r1 r, r1 COURSE Li FINISHED GRADE of 1I. 11 IIS I, H_I .1Ln i - f "' _ `� iW4794PA44Ai41W4799PAWA1 L Ta - '1-4 �' _ • rY° }�, SUBGRADE GEOTEXTILE II 11x111 1 l •. • ,....,,,-.2.. • •7 • •. �0�11• r �e N 11 11-- -1TC�r,-7ii •. . - u ! I Illi li Ilel-'I. II I?II � �., �1 - 1 0 • �••0��•0• �•.0•�'"•� IL ( . • .- . . BARRIER g 1=1- , ,rl. (1• n _ � �� 1 Lf. • i • Tit 6" / 1{ 11 ;LI I . ] I J-a I 11.:l l l�l l 11-: 1 o1 i . 3 4"COMPACTED,CRUSHED ROCK -II 111 I. - I-H�C- FILTER ll l r-,=....- �T I� CONCRETE FOOTING LN I I T II-u I-L T I i T 1�`� DEPTH VARIES -II �I® I_�I�-f, II II II II IoFABRIC _ 's I- 1 II - 1 -11 IF-1 11{i11oN THI I...I -11. ,11_ ,II,_II T I_7T I ,._-. COMPACTED SUBGRADE COMPACTED SUBGRADE N EXISTING SUBGRADE i IS cn NO REMOVE ALL ORGANIC BENCH IN CRUSHED ROCK ® BENCH SURFACE MOUNT SCALE: NTS 6 a MATERIAL AND TOPSOIL TO SCALE: NTS U SUBGRADE DEPTH PRIOR TO .c PLACING WOOD CHIPS. 0 N CONCRETE WALK / CRUSHED ROCK TRAIL 41) v SCALE: NTS I- to a CITY OF TIGARD PERMIT SET gar9SHEETCONFORMED DOCUMENTS NOTICE FE ORIGINALSTAMPED ' FOR CONSTRUCTION a 1 DESIGNED ' BY FoauD I — 1 CAD I CleanWater Services LANDSCAPE DETAILS — 2 �� � DRAWN ELGHARABLI N F M—18 IF THIS BAR DOES Our commitment is clear. I NOT MEASURE I" MLC JULY 2018 murraysmi't RIVER TERRACE SOUTH 0X - THEN DRAWING IS CHECKED a NOT TO SCALE PUMP STATION PROJECT NO. 6827 AND 6NO. DATE BY REVISION 748LA ROY ROGERS GRAVITY PROJECT NO. 6883 PROJECT NO.: 17.20021 SCALE: 1 DATE: JULY 2018 171 of 171