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Home My WebLink AboutWWP273549 (2)LIQ King County Department of Permitting and Environmental Review 35030 SE Douglas St., Ste. 210 Snoqualmie, WA 98065-9266 206-296-6600 TTY Relay: 711 www.kingcounty.gov Permit Type: G-INSPCT Project No: L12CGO15 Activity No: Date: 01 /08/2013 PERMIT EXTENSION APPROVAL Title: EAST RENTON LIFT STATION Description: Convert a portion of the City of Renton sewer system from a pumped system to a gravity sewer system. 1030 feet of new sewer pipeline & eliminate existing lift station north of park. Site Location: North of 148`h PI SE and intersection of SE 138`h PI Applicant: City of Renton (Public Works) Owner's Name Address: 1055 S Grady Way Address: Renton, WA 98057 Phone No.: 425 430-7212 Phone No.: Other Information: INSP.: RLOC Sub Type: INSPGRAD Date Issued: 01/08/2013 Expires: 06/20/2014 Parcel No.: 1523059055 Same as applicant Please refer to the above project number when making inquiries regarding this extension. For Permit information or requests for inspections, call your Grading/Clearing Inspector at 206-477-0299. The above referenced project has been approved for issuance of a one year (1) extension to expire on June 20, 2014. All conditions attached to this project and its associated activities must be complied with by the applicant and contractor and verified by your Grading/Clearing Inspector or this permit will beco u11 an void. Appro d By Title Date LQ' King County Department of Permitting and Environmental Review 35030 SE Douglas St., Ste. 210 Snoqualmie, WA 98065-9266 206-296-6600 TTY Relay: 711 January 8, 2013 Dave Christensen City of Renton Public Works 1055 S Grady Way Renton, WA 98057 RE: Permit Extension Notification — East Renton Lift Station Clearing/GradingFroiect LI2CG015 Dear Mr. Christensen: This letter is to inform you that the above referenced project has been extended for 1 year from the expiration date of the grading permit. The current permit extension will expire on June 20, 2014. Enclosed is your copy of the signed Permit Extension approval form and current fee summary. Please submit payment of fee balance within thirty (30) days of the date of this letter. If you have any questions regarding the above, please contact Ramon Locsin at 206 477- 0299 or by e-mail at ram on.locsin(aMingcounty.gov. i cerely, w Ramon Lo in, Site Development Specialist Site Development Services, Land Use Services Enclosures: (2) RECEIVED JAN 0 9 2013 CITY OF RENTON UTILITY SYSTEMS Department of Permitting and Environmental Review Summary of Charges 35030 SE Douglas St., Ste. 210 King County Snoqualmie, WA 98065-9266 Project Name: EAST RENTON LIFT STATION Project Location: North of 148th PI SE and intersection wi As of: 01/08/2013 Permit #: L12CG015 PO Number: Customer: Parcel Number: 1523059055 RENTON PUBLIC WORKS Permit Type: Grading ATTN: DAVE CHRISTENSEN 1055 S GRADY WAY RENTON, WA 98057 Permit Status: Issued Fees Fixed Fees Clearing or Grading Permit Extension - Non -Residential $444.15 Grd/Clr Rev 0.21-1 $1,517.25 Permit Admin. - Group 2 $236.25 Permit Administration $78.75 Site Development Inspection-DPER (Complex Level 1-Active) $789.60 Total: $3,066.00 Fixed Fees Due at Issuance Total: $0.00 Hourly Charges: $892.50 Project Cost to Date: $3,958.50 Payments Date Type Check #/Trust # Payee Amount 02/17/2012 Check 307694 CITY OF RENTON $6,751.50 Total Payments: $6,751.50 Based on information submitted by the applicant, King County DPER has determined the fee estimate for the subject application. The fees shown above represent current charges as of this date and do not include ancillary permit fees, project -related mitigation fees, or any other fees that are passed through to the applicant from other agencies or as part of the project's environmental review, including any finance charges that may be added due to overdue balances. Hourly fees are charged at the rate in effect at the time of service. Where applicable, permit fees include a 5% surcharge per King County ordinance 16959. All fees must be paid in full before DPER issues Final Approval, T.C.O. or C.O. For billing questions, please call 206-296-6659. Page 1 of 1 Michael A Benoit From: Locsin, Ramon [Ramon.Locsin@kingcounty.gov] Sent: Thursday, January 10, 2013 7:06 AM To: Michael A Benoit Subject: RE: Permit L12CG015 - City of Renton - Grading, East Renton Lift Station Elimination Michael: That is correct. There is no balance owing. Ramon Ramon Locsin Site Development Specialist H King County Department of Environmental and Permitting Review (DPER) 35030 SE Douglas St., Suite 2 10 Snoqualmie, WA 98065--9266 (206) 477-0299 From: Michael A Benoit [mailto:MbenoitC�Rentonwa.gov] Sent: Wednesday, January 09, 2013 3:53 PM To: Locsin, Ramon Subject: RE: Permit L12CGO15 - City of Renton - Grading, East Renton Lift Station Elimination Ramon, Thank you for the permit extension. A question for clarification. The cover letter says "Please submit payment of fee balance within...". The summary of charges paid sheet appears to show that we still have a credit balance of $2793 on our initial payment. We are assuming that the cover letter is a standard form and that we do not owe a balance at this time. If there is a balance owed at this time, please let us know and we will proceed with the process to make payment. Thank you. Project Manager Wastewater Utility City of Renton (425) 430-7206 1 —`,t`2cs o� � "S� C�"�n�, � -1��.c.v.� 1S r�'.oZ ,--� �� N LIM SteAt.huh,,w, I/ King County k1�COvn4/SU Department of Development Permit Number: and Environmental.Services Date Issued: 900 Oakesdale Avenue Southwest Expiration Date: Renton, Washington 98057-5212 Permit Status: Construction Permit Permit Type, Subtype: GRADE, GRADING Title: EAST RENTON LIFT STATION Description: Convert a portion of the City of Renton sewer system from a pumped system to a gravity sewer system. This involves installation of approx. 1,030 feet of new sewer pipeline (-760 feet through Maplewood Park) and elimination of existing lift station north of park. The pipeline wll be installed using open trenches. Location: North of 148th PI SE and intersection wi List of Parcels: 152305-9055 Site Address: Valuation: $0.00 Applicant Name: RENTON PUBLIC WORKS Comments and Conditions L12CGO15 06/20/2012 06/20/2013 ISSUED 1. Work Subject to Approved Plans and Conditions. Work authorized by this permit is subject to the approved plans and corrections shown thereon and the attached conditions of permit approval. Failure to comply with all conditions once construction is begun may necessitate an immediate work stoppage until such time as compliance with the stipulated conditions is attained. 2. Posting on the job site. This permit must be posted on the job site at all times in a visible and readily accessible location. 3. Scheduling Inspections. Inspection requests should be called in either directly to the assigned inspector or via message to support staff at 396,296-124-5- Please provide at least 48 hours notice to schedule inspections. Scheduling and inspector availability is subject to approved holidays. 4. Expiration. Please note the expiration date on this permit located in the upper right comer. 5. Compliance with State and Federal laws and the Endangered Species Act. The applicant is responsible for making a diligent inquiry regarding the need for concurrent state or federal permits to engage in the work requested under this pemut, and to obtain the required pen -nits prior to issuance of this permit. It is understood that the granting of this permit shall not be construed as satisfying the requirements of other applicable Federal, State or Local laws or regulations. In addition this pemut does not authorize the violation of regulations. In addition, the granting of this permit does not authorize the violation of the Endangered Species Act as set forth at 16 U.S.C. § 1531-1543, including the prohibition on the "take" of threatened or endangered species. "Take" is defined at 16 U.S.C. § 1532(19). It is the applicants sole responsibility to determine whether such "take" restrictions would be violated by work done pursuant to this permit, and is precluded by Federal Law from undertaking work authorized by this permit if that work would violate the "take" restrictions set forth at 16 U.S.C. §1538, 50 C.F.R. §17.21,50 C.F.R. §17.31,50 C.F.R. §223 and 50 C.F.R. §224. 6. Fees due: Enforcement. The King County Code states that fees associated with the review and inspection of projects requiring permit applications are due at the time of application for service, or within fifteen days of receipt of an invoice from King County's Department of Development and Environmental Services (DDES) stating that currently hourly rates are due. DDES may require a deposit of between twenty to eighty percent of the total cost of the review and inspection of a permit application at the time of application. Failure to pay fees in a timely manner is a civil violation. It is King County's policy to take enforcement action including, but not limited to, the issuance of a Notice and Order and/or Stop Work Order, when an applicant has violated the King County Code by failing to pay fees when due. By accepting issuance of this permit, the applicant acknowledges that if he/she fails to pay fees when due, DDES may bring a code enforcement action to recover unpaid fees. 3/2/2012 LG PRMCARD Project No :L12CG015 Date : 06-20-2012 CLEARING/GRADING PERMIT CONDITIONS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- Permit Type: GRADE Sub Type: GRADING ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- Applicant : RENTON PUBLIC WORKS Name: RENTON PUBLIC WORKS Address ATTN: DAVE CHRISTENSEN 1055 S GRADY WAY RENTON WA 98057 Owner's Title : EAST RENTON LIFT STATION SUBMITTED : 02/17/2012 Status : ISSUED. Site Location North of 148th Pl SE and intersection wi Date Issued 06/20/2012 Parcel No 152305-9055 Expires 06/20/2013 Description Convert a portion of the City of Renton sewer system from a pumped system to a gravity sewer system. This involves installation of approx. 1,030 feet of new sewer pipeline (-760 feet through Maplewood Park) and elimination of existing lift station north of park. The pipeline wll be installed using open trenches. Please refer to the above Project Number when making inquiries regarding this application. For Permit information or requests for inspections, call 206-296-6640. The conditions attached to this cover sheet apply to the permit referenced here. All conditions must be complied with by the contractor and verified by a Grading Inspector (Call 296-6640) or this permit will become null and void. Review(!! Title Date S li L�- -1�'; v C � 0 4 VA, L ZU 1 'L LG TRA lg_tran 8/31/99 LQ KingCounty Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 Permit Number: L12CGO15 Inspection Record Card Record Card must be on the job site EROSION CONTROL DEVICES SHALL BE IN PLACE PRIOR TO AND DURING CONSTRUCTION APPROVALS: 1. Preconstruction Conference 2. Erosion Control (installed and functioning) 3. Limits of Clearing per Approved Plans 4. Construction Entrance installed per Plans 5. Site Stabilization and Soil Amendments Installed 6. Final- Site Re -vegetated and all Facilities Functioning per Plan 7. Other 8. Other Notes: By: By: By: By: By: By: By: By: ALL PERMITS: a) Responsibility for compliance with the provisions of the applicable King County Codes and for maintenance of facilities rests exclusively. with the permit applicants and their agents and the property owners. b) King County's inspections are spot checks designed to foster and encourage compliance with the applicable codes. The approvals above neither guarantees nor assures compliance with all applicable codes. 3/2/2012 LG PRMCARD Permit Approval Conditions Document Clearing and Grading Review Tracking Number: L12CG015 East Renton Lift Station The following conditions apply to the above referenced permit: The permittee shall be responsible for all costs associated with the review and/or inspection of this permit by responsible department staff. These costs shall be in accordance with the fees set forth in King County Title 27. Failure to remain current with fee balances may be cause for suspension or revocation of the permit. Development authorized by this permit or approval may require other state and/or federal permits, including, but not limited to, a Washington State Hydraulics Project Approval (HPA) or a U.S. Army Corps of Engineers 404 or Section 10 permit. If such other permit(s) is/are required, this/these other permits must be issued prior to issuance of this permit or approval. Failure to secure these other permits before beginning work authorized by this permit or approval is a violation of this condition, and may result in suspension or revocation of this permit/approval, and/or pursuing other enforcement actions. Should any other required permit be suspended, revoked or in anyway be subjected to other enforcement actions, this permit may be suspended until all defects causing said enforcement actions have been remedied. In addition, the granting of this permit or approval does not authorize the applicant to violate any provisions of the Endangered Species Act as set forth at 16 U.S.C. §§ 1531-1543, including the prohibition on the "take" of threatened or endangered species. "Take" is defined at 16 U.S.C. §§ 1532(19). General Requirements At least 48 hours prior to the start of any work, call the Site Development Services Section to arrange a pre - construction meeting. Please be advised this permit shall not be effective until the Notice to Proceed has been issued pursuant to this meeting. If required, Notice of Construction Activity signs shall be in place prior to the pre -construction meeting. The Site Development Specialist assigned the project is Ron Ainslie and can be contacted at 206-296-7142 or by email at ron.ainslie@kingcounty.gov The permittee shall notify the Site Development Services Section at least one day prior to the start of work via telephone and or email. Upon completion of the work authorized by this permit, the permittee shall notify the Site Development Specialist in writing by letter and/or email requesting a final inspection. Prior to this request ensure that the site is stab ilized/revegetated per the approved plan with all temporary erosion control systems removed. Failure to request a final inspection may result in unnecessary site inspections and billings. The boundaries of the clearing limits shown on this plan shall be clearly flagged in the field prior to construction. The flagging shall be maintained by the permittee for the duration of construction. The clearing limits shall be maintained by the applicant/ESC supervisor for the duration of construction. Work shall be limited to that shown on the approved plans stamped and dated by Ron Ainslie of King County Land Use Services Division A copy of the approved plans, conditions and permit must be on the job site whenever work is in progress. Permittee is responsible to call 1-800-424-5555 not less than 48 hours before beginning excavation where any underground utilizes may be located. Permittee is responsible to notify the utility company of this work when overhead power, telephone, or utilities may be affected by this project. All work shall comply with the provisions of King County Code Chapter 12.86, relating to noise control. Hours of operation shall be limited to 7:00 a.m. to 7:00 p.m. Monday through Saturday and 10:00 a.m. to Grading/Clearing Plan ReviewApproval Conditions Last saved by Ron Ainslie Documentl Draft June 6, 2012 Page 1 of 4 5:00 p.m. on Sunday. In the event that the permittee obtains a noise variance form the Seattle King County Health Department, the hours of operation contained within the variance shall supersede those contained within this condition. During hauling operations, permittee shall provide effective dust control measures consisting of water, asphalt treated base, chemical dust palliatives, or equivalent measures to control dust from this operation. Dust, dirt or airborne solids from any source shall not be emitted in quantities as to adversely affect adjacent properties and/or public traffic. Permittee shall abide by the regulations of the Puget Sound Clean Air Agency (PSCAA). Contact PSCAA at (206)343-8800 for information. Permittee shall be responsible for implementing all appropriate measures needed (i.e. paving, sweepers, and/or other techniques) to keep streets and roads used as haul routes for export or import of materials clean and free from debris, mud, etc. Rocked construction entrances shall be installed where ever equipment, trucks, etc... will be running from disturbed areas to pavement on existing roads. Any damage to pavement edges, sidewalk, curb and gutter, etc., resulting from operations authorized by this permit shall be repaired immediately. Prior to filling and/or grading of this site, the ground surface shall be prepared by removing all clearing debris, stumps, and other unsuitable material from the site. Only earth materials which have no rock or similar irreducible material with a maximum dimension greater than 12 inches shall be used as fill. If the contractor chooses to dispose of excess excavated material on sites where less than 100 cubic yards and 3 feet of fill will be placed, the contractor shall provide documentation that these sites have been inspected by a consultant capable of identifying critical areas as defined by King County Code. The report shall include date of inspection, name of consultant and company, an assessor's map of the parcel, the name, address and phone number of the property owner, and the location of the fill placed on the property. No fill shall be placed in critical areas or their buffers on these sites. The tops and toes of cut and fill slopes shall be set back from property lines and structures as far as necessary for adequacy of foundation support and safety of adjacent properties and to prevent damage resulting from water runoff or slope erosion. If the work is to be suspended for 30 or more consecutive days, the permittee shall notify the Site Development Services Section prior to shut down. The permittee shall renotify the Section prior to resumption of operations. Erosion Control Requirements The implementation of these ESC plans and the construction, maintenance, replacement, and upgrading of these ESC facilities is the responsibility of the permittee until all construction is approved. Permittee shall inspect the ESC facilities at the end of each working day to assure that they are in good working condition. If these facilities require repair or maintenance, it shall be performed prior to the end of the working day. All disturbed areas shall be promptly and thoroughly stabilized against erosion during periods of wet weather when work is suspended. Appropriate erosion and sediment control practices shall be used during construction to protect drainage systems and adjacent properties. These controls shall be in place prior to site preparation or construction, and shall be properly maintained during the entire construction process. Stockpile and staging areas shall have TESC measures adequate to prevent any surface waters that are or might be concentrated from carrying sediment from the site to a natural watercourse. DDES may require a Grading/Clearing Plan ReviewApproval Conditions Last saved by Ron Ainslie Document l Draft June 6, 2012 Page 2 of 4 restoration plan be submitted for review and approval for any stockpiling or staging areas associated with the permit. Staging and stockpiling areas may be located on existing access roads. Any new fill area or other disturbed area which has been stripped of vegetation and where no further work is anticipated for a period of 15 days or more shall be immediately stabilized with mulching, grass planting, or other approved erosion control treatment appropriate to the time year. Grass seeding alone will be acceptable only during the months of April through September, inclusive. Seeding may proceed outside of the time period specified above whenever it is in the interest of the Permittee, but must be augmented with mulching, netting, or other treatment approved by the department. During the time period of November 1 through March 31, all project disturbed soil areas greater than five thousand square feet (5,000 sq. ft) that are to be left unworked for a period of more than 12 hours shall be covered with mulch or plastic or otherwise protected from erosion. Temporary sediment control facilities shall be constructed in accordance with the details shown. Temporary sediment control facility locations may be moved to suit field conditions subject to approval of the engineer and applicable governmental agencies. All ponds and ditches and other erosion -sedimentation facilities shall be maintained in good working condition throughout construction Where seeding for temporary erosion control is required, use the standard set forth in the current King County Surface Water Design Manual. Where straw mulch for temporary erosion control is required, it shall be applied at a minimum thickness of 2 inches. The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month or within the 24 hours following a storm event. Site Specific Conditions A Right of Way Use Permit will be required for work within the publicly owned right of way. Contact Ryan Harris of King County Roads Maintenance to apply for and obtain street use permits. Mr. Harris can be reached at 206-296-8122 or via e-mail, ryan.harris @kingcounty.gov No permanent walls or rockeries were reviewed or approved under this permit. Any such structures required to initiate and complete this job will be considered temporary and removed at the end of construction activities. No permanent roads were reviewed or approved under this permit. Any and all access features required to initiate and complete this job will be considered temporary and be restored to pre-existing condition and contours at the end of construction activities. This approval does not extend into the limits of the City of Renton. Contact the City of Renton for permitting requirements that may need to be met. Grading/Clearing Plan ReviewApproval Conditions Last saved by Ron Ainslie Document 1 Draft June 6, 2012 Page 3 of 4 All conditions of King County Special Use Permit dated December 14, 2011 shall be considered conditions of this permit. All conditions of WFDW HPA dated February 12, 2012 shall be considered conditions of this permit. All conditions and stipulations of Corp of Engineers Nationwide Permit, received March 15, 2012 shall be considered conditions of this permit. I have read the attached conditions of approval and understand that failure to comply with all conditions set forth herein may necessitate an immediate work stoppage until such time as compliance with the stipulated conditions is attained. I certify that I have made a diligent inquiry regarding the need for concurrent state or federal permits to engage in the work authorized by this permit and no such permits are required or I have obtained the required permits. I understand that the granting of this permit shall not be construed as satisfying the requirements of other applicable Federal, State, or local laws or regulations. In addition, I understand and agree that this permit does not authorize the violation of the Endangered Species Act as set forth at 16 U.S.C. §§ 1531-1543, including the prohibition on the "take" of threatened or endangered species. "Take" is defined at 16 U.S.C. §§ 1532(19). 1 fully understand that it is my sole responsibility to determine whether such "take" restrictions would be violated by work done pursuant to this permit, and I understand that I am precluded by Federal Law from undertaking work authorized by this permit if that work would violate the "take" restrictions set forth at 16 U.S.C. §§ 1538, 50 C.F.R. §§ 17.31, 50 C.F.R. §§ 223 and 50 C.F.R. §§ 224. Failure to comply with any of the conditions contained within this permit shall be immediate cause for suspension of the permit and fines and penalties pursuant to King County Code Title 21 A, and 23 and Chapters 9.04, 9.12, and 16.82. Permittee shall prpv de the gie of a responsible person or agent who can be contacted 24 hours a day. Signed Contact Information Name C,�2 M aMic Date Telephone Number Grading/Clearing Plan ReviewApproval Conditions Last saved by Ron Ainslie Document 1 Draft June 6, 2012 Page 4 of 4 WETLANDS & AQUATIC AREAS CONDITIONS OF PERMIT APPROVAL EAST RENTON LIFT STATION L12CGO15 This new utility corridor is consistent with the conditions in King County Code 21 A.24.045. D.34. 140 foot buffer of undisturbed or restored native vegetation shall be preserved, measured from wetland edges. 65 foot buffer of undisturbed or restored native vegetation shall be preserved, measured from ordinary high water mark of aquatic areas. Prior to commencing construction activities, the applicant shall mark the clearing limits in a highly visible manner until construction is finished. The Buffer Enhancement and Stream Restoration Planting Plan by ESA, dated July 2011, must be installed prior to or within one dormant season following final inspection for the grading permit. DDES shall be notified to inspect the Restoration Planting. The Restoration Planting shall be monitored by the applicant for three years following acceptance of installation, with a monitoring report to DDES after October 31 of each year. Hydraulic Project Approval (HPA) must be issued from Washington Department of Fish & Wildlife prior to commencing construction on this site. LA King County Department of Development and Environmental Services Land Use Services Division 90O Oakesdale Ave. Southwest Renton, WA 98057-5212 Project No : L12CG015 Date: 02-17-2012 Application Deemed Complete GRADING/CLEARING PERMIT Sub Type: GRADING Applicant : RENTON PUBLIC WORKS Address : ATTN: DAVE CHRISTENSEN Type: GRADE 1055 S GRADY WAY SUBMITTED: 02/17/2012 :RENTON WA 98057 Status : APPLIED -----------------------------------------------------{Fold on this line) -------------------------------------------------- Title : EAST RENTON LIFT STATION Owner's Name: RENTON PUBLIC WORKS Site Location: Parcel No: 152305-9055 Description : Convert a portion of the City of Renton sewer system from a pumped system to a gravity sewer system. This involves installation of approx. 1,030 feet of new sewer pipeline (-760 feet through Maplewood Park) and elimination of existing lift station north of park. The pipeline wll be installed using open trenches. Dear Applicant: On 1,11" � he Department of Development and Environmental Services has completed an initial review of your application submittal and we have determined that it is deemed complete for purposes of applying time periods and procedures adopted by King County Code, effective on z(1iJZo12. Applicant generated modifications, supplemental information requests, variances, environmental procedures and related actions may result in a discontinuance of permit processing under the decision time frames established by King County Code. Failure by the applicant to meet deadlines for responding to Department requests for supplemental information or modifications may result in cancellation or denial of an application. If you elect to proceed with your project after the application has been cancelled, a new application and filing fees will be required. If you have any questions regardil (g processing of tJ is (206) 296-'1 (+J— . Reviewed lease call the assigned staff below at Ig_ac 1/17/08 King County Department of Development and Environmental Services 900 Oakesdale Ave SW Renton, Washineton 98057-5212 Friday, February 17, 2012 Activity Number: Project Number: Description FEE RECEIPT L12CG015 I Applicant: CITY OF RENTON L 12CG015 Checklog Check # Payee Date Entered Amount Permit Admin. - Group 2 $236.25 Grd/Clr Rev 0.21-I --- — --- $1,517.25 Deposit Based on Est Hrs $4,998.00 SUB TOTAL: $6,751.50 , Description Checking Check # Payee Date Entered Amount ------------------------------- — Check 307694 CITY OF RENTON 02/17/2012 ($6,751.50) SUB TOTAL: ($6,751.50) CHANGE GIVEN: $0.00 BALANCE DUE: $0.00 The fees shown above represent current charges as of this date and are an estimate based on the information provided to DDES at the time of application. DDES permit fees were restructured effective March 4th, 1999. Many fees previously assessed a flat fee, now are assessed as hourly charges. Because of this change, and to ensure that our customers secure permits as quickly as possible, permits may be issued prior to all hourly charges being recorded into our billing system. For services that are rendered on an hourly basis, the cost of those services will be based on the actual hours worked. Hourly fees are charged at the rate in effect at the time of service, and will be billed monthly, along with any other outstanding fees. Fees that have been posted prior to permit issuance will be collected at that time. Fees subsequently posted will be billed to the applicant. All fees must be paid in full before DDES issues Final Approval, T.C.O. or C.O. Printed on: Friday, February 17, 2012 at 9:48:06 AM Page I of Page 1 of 1 Department of Development King County and Environmental Services 900 Oakesdale Ave SW Renton, Washington 98057-5212 February 17, 2012 311111lllal-V Ul l.11cll-L'Cs all rilVlllClits Applicant: RENTON PUBLIC WORKS Activity Number: ATTN: DAVE CHRISTENSEN Project Number: L12CG015 1055 S GRADY WAY Development Number: RENTON WA 98057 Permit Type: GRADE 425-430-7212 Status: APPLIED Charges Description Amount Deposit Based on Est Hrs $4,998.00 Grd/Clr Rev 0.21-1 $1,517.25 Pen -nit Admin. - Group 2 $236.25 SUB TOTAL CHARGES: $6,751.50 Payinents Description Check # Checklogid Payee Date Entered Amount SUB TOTAL PAYMENTS: $0.00 BALANCE: $6,751.50 The fees shown above represent current charges as of this date and are an estimate based on the information provided to DDES at the time of application. For services that are rendered on an hourly basis, the cost of those services will be based on the actual hours worked. Hourly fees are charged at the rate in effect at the time of service, and will be billed monthly, along with any other outstanding fees. Where applicable, permit fees include a 5% surcharge per King County ordinance 16959. Fees that have been posted prior to permit issuance will be collected at that time. Fees subsequently posted will be billed to the applicant. All fees must be paid in full before DDES issues Final Approval, T.C.O. or C.O. ki 2 REFERENCE: 2010 OOOf LE MAP VICINITY MAP NO SCALE LOCATION MAP NO SCALE s!r N�a�n.a�s�a,a�A wsE ru. eEroaera nc CITY OF RENTON EAST-RENTON LIFT STATION ELIMINATION AGENCY PERMIT SUBMITTAL PRELIMINARY - 60% DESIGN LEVEL PROJECT NO. WWP-27-3549 CITY OF RENTON 1055 SOUTH GRADY WAY RENTON, WA 98057 Docu Tha unaarslgnafo0r has apwoveE INs ment an0 on Oehall of CaroOo Englnaers WasNngton P.C. Vka P—W., JULY 2011 CONTACT PERSONNEL DAVE CHRISTENSEN WASTEWATER UTILITY SUPERVISOR (425) 430-7212 DRAWING LIST oRA.pNwANraq xAN a oET Aaa AGENCY PERMIT SUBMITTAL ABBREVIATIONS A. 11 All .mvurRiun1ioaooa 11 R—Or OIRVAlNRC PlRfWAR[ WOI e o�wixnonoam[ n+IO9 Tf—ARD MAIERMu —1A. RAv[MaT SIRAI [ aEr[R[Nr[ LA v buusTFN Wrh [E Io11R,011M[xrl a[pD P[pu P[O CONEFFE IS FROFOR Rwla R[[uwI[U wxiFP RIR[ SavPLVE IT oRra RE11 — u lou[T xllaE OR(cE,lcLm cam o 11 CORT uu! (D) (—) OR CONTRA Cp NTROL Point SM' IXS IT 1. I-SOM[xixt5[RVKt ARERrR AnD IRS, v[RTIUI VIX vOLgA[ OR0 RR W/ UTR WAIFR OR [lN ELCVATIGN • RERC[R! RICIA4 [IX [punt rPAv[M[M x OR [xln ulsnxc EROSION AND SEDIMENT vuRc[ raw 1-1. IT D. Pusnc ' L0cA1nRo1 OR vl E3, RESINv.Iox3,r ARS rnlvlru[ Nu.AwLr.RIa.L SD✓LRVL.O . ALL wxcI'11. ATroN S IIIEuwnUANIEsq lrx: uEAxwc Lrwls 6� ORE Oa R.FI NTA1 xD1 0 AMn A pR l-DE OIM[RLON ROAD RSRI�Iol IC OR RE — COURTY 1. 1 ESE 11 MW ENvly T 9rv+u uL RL✓I Or w.tRLV R[vlLws Ol InE A. S, IRCLugNG R 6uWR.On 1NInW INLNIY IOJN INIrIOW E N)1001 CL[ARW PRIIDR To� IRRO TIIS CLEAUIRO A. BUILDING MATERIALS VIEW IN SECTION MATERIAL EXISTING REMOVE 7 NEW 9 \I?R VIEW IN PLAN (NEW SHOWN - EXISTING SCREENED) GRAM—LAILNI OTHER VIEW IN PLAN EXISTING SURVEY LEGEND (EXISTING LINE WORK) FIRE n fANNEtTgN v I-RO EASWM E.1 � % R J ✓ 6rAM✓ED ✓ACE CON RttEO E9 aY5BIWVL N ' Pw.ER IURs oRME E suReLsI WI SISL IIAIED. R 1. ��..... ✓OW.NNULPrrola vAu' cEN1ERLINEs SIGN ' uA[DOx _...__. ...... sIUNM UR.RN LNc s••{ .—RWe I— u-LRO+DunD POWERLN[s ................... r............_.......... •{ ':.. urAD[RCR W RJ IucP,Iox[ Lwfe R.— (''?'t'�. pxry LRa IVLIIIIU CIIANLNN I[1tL ._... .._......_..�..........._. wNRE 1ERts................................ I....... wwDrercE CONTROL STANDARD NOTES: x) ✓LAR DOES ROT CORS71T lTE AR IIII—AL OF PERMARERT ROAD OR DRAIRAGE BERIONIE.p. 5aE AND c1101. MA 11LRARCE, RE✓LACEMENI, ART RroR.ADIRD a 11-1 LRL IACRI IIL9 a NIL nLsro.aawNva pw+x DN NIa PUR TO -I DE CLEARLY I LA-1B Sl NIVG L WLY TAIL Rl DEL ['KNIT 11 IS „[ 0.CARRIGLw—InuClgn NNNG 01 OURS I RUC I ICR ANU.-I-110. IRt WxA I bN 01 I R[ PRWECI. AWIII[NAL vIL RLOWREU 10 LRSURL I I I I ALL PAVLU ARLAS ARE ALP I0.El.HANU IRALIK WI 10 Rs,E=1.1b SvslEMR NUAUI.R11 CENI✓RMtipN.111 ALL CLEARING AND-AD-60 AS TOERSURE TI wT TIIE ofw IFOR a OI ICrICs ANJ SR, 1 ENCL`, VLNMLIEN ✓ROILCI Gn of..)A9 UIWCCB`UL� NUI'INIE,c. W1gIIwYL LENLR L9C IACLIIF9. NL/ESL SUPCRvaO1ANO MMnTWNEB iOCRsuR[COMINu[O PROPCR R'JNRMf. WRIrtENRECpRW MMLJN ICLv b IAUAY[JwRnT Nrt A✓PlrovtU LSC ML U,W 61E.G. sLEgSNG"iaxCRArx:, ww CTRLOVCRrrG. LIL,1 R� SEVEN ROT xtugxL IAAALDW IE AI I LN IION 1-1 uE AuoRL31E1 W IrIIN eEVEN(]rwvtl. 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Rwc wI1NI�`w[I<AA°AIOD�aiarlNa �H RsRAAwi Nll c Nor aIRA ."w[rcwa«s uE�,RIMEnI.A FAIR I1RD B'11111135 AAAR ARE A✓xx0A1MA I SAND II ISIll tlE IS. wN IRAC IORS RLS✓ORSRRIRR 10v 11.IR[ IRDE AnD CORxLCI—IION SO AS 10 A— o'wMAe[ S REpONso—OR OSI AN Iw nLw cons I FOR1 -1.1 IRLAIL UE SP11I OR— UL ACCUMIYLS— . TIE., OF ALL s 1 9rIu IFIR1aE11vI I'll R--10—Al IL-1111Ill —111111IUUr.0 WRI N Ill S✓L4-1-111—IOAxr 1-1--rRut,IgN&IE T. ILL BE SEEDED ARD AFLAOSED OR OF R [nRWISE 9TAu¢ED TO TI IE SASFACTIW Or—CW 1— FOR TIIE IRE-1-1 OF CRbITE EROUDR AFTER III, tlIM V.EI DN OI COI9IR�CIpN P[x cpRl RAc uOOra:Nls. <_ w Is INOIEs ABOvf1WaIIEDORADEORMUSTINVEMWWws DIWAETERCORCRETC11 POUREORTGRME.W SURVEY NOTES: S'll(PACECD.vTROLP1--RIAT Ill EASTGUIRTEREORAIR WDvCC SECTION RAARSAAASTIPACEL ADI. Pan.nli..EC-ISwwrlAAnAL.Ei 11 ut .l ,rm NIERSE_ R sEantRz)A—.ETrneNJ61RLEI A-MSInr TE, OnW+IS RLRION-LL-11T' DLW A I WRU RWWCORCRLIL RO-11 IRA GSL AT IIIL I11ER9E111ORO11110ru O1REEI ARJ I-IIa EE1LLLVAIpR- EROSION AND SEDIMENT CONTROL STANDARD NOTES CONT: 11 EAT GRADED SOTINT IIE BOTTOM ARD 91BCSAAREVAT LEASTn11C FEET ADOVEi R[[NAL GRADE Or TIIE PERRRF:'.AIAREFFT CEOv.InL ILR✓q —,A-dwoLu— I A.Ill 6EEV ON (Ocl, p. ALL ulsl uvu[u ANGS sr1ALL uE HLVLWiU IOrJENI Y Y W IICR ON[tl LAN uC [uINPNEr•Aru RNMr O1 nR: -C AGENCY PERMIT SUBMITTAL PARKSIDE GENERAL NOTES: ® i COURT p P_ PA. E' T11= ALL 77' 7� .77.7, ................ ................ I ILI I f—ING I- Ef- E-1111111 y -- --------- 7—r-7�'7' 7 7, .11 Ul. L. I d ........ KEY NOTES: ... . ....... —A. 1. ... . ... ... . ... . BRIAR HILLS No. 4 w X/1 11 IL - /Y/ - L 3. '/ 5W Y .... ........ -4, .. 4 gj�� -EEV� 1= , )IC .......... a. X; su MAPLEWOOD ES ..ILL IA. PLAN G)TL 3-- -ILL— AGENCY PERMIT SUBMITTAL ully OF EAST RENTON LIFT STATION RENTON : ELIMINATION E.I.Tl.. SITE AND CONSTRAINTS 6-01 GENERAL NOTES: PARKSIDE COURT f TxT. I % Rl... —.. I — I— t— .. . ............. aLt uwc C- 3 — KEY NOTES, Ana .—D AlEA —110 W ivc:wvM_L — — I El— 11 L"I xeviox QF A— v AGENCY PERMIT SUBMITTAL p . ........... . . . ........... P LAN ....... .. . 7 II v T" T 1.111 .116 1L I I I A ILL I ILI I C—L I III I ll� LCI. . . ............... D. IE—ITE — 1-8 —1— 11 Ai T" T 1.111 .116 1L I I I A ILL I ILI I C—L I III I ll� LCI. . . ............... D. IE—ITE — 1-8 —1— 11 Ai KEY NOTES: RI t OH O AGENCY PERMIT SUBMITTAL 1 -. _..... .... ..... .... .... .. _. ... ... PARKSIDE GENERAL NOTES:COURT ® N-„ue- — A ,uuos.wD �� is oe,DinW ,��rnees 6rxEAxI.xE�PPROAPA ;< / T DlxEnD 6,NEuAcNuoNFc Dn,WD wSEE C 05 W wEruw,wO=D6,,CEoxxDA°W 11 / / N- I 6EN..NT E "P /' `: I� I C. DONUNIi6 TIE AclEC —CONTRACT r„E / E / SEE SHEET:C-O6 I // E I \\ D w6ErvE I \ I I 66 5 I / CCN6TNDCrD„ /,'� I 6EAw.,E6Ew C,rvPEx6wxEE LP, \. _. r _ -�; • _ ... _... — — r - Z .. I N. � C IEB SnOwN IS BA9EO M I I I Cp16t ,qu // "-'& _ .i� �w.1 AlI 45r�NCDuI,� 6 . I E 6EUE IttPf // I I.E... Aff EC, PNpx TO aEDWxM'11� wIX 1 t I. ✓ I / / y n r k� :g s ... _ �a E a mx ro F. ACCOxDA!!CE E W w1V S ANDATID_N xm. BACxfu PwEIWE OETwEEN 6TA I I .. r I I D6TA a.m AND 6,A..N0_.lA,D.amwrn ,,.nm \ WE PENWE NaCn5.WO0inEF OE6F w[!!ES II / _. I I nFNw�F NACAF.E,„ nD ow�c„ousx Fluu w:,wEEN u,erm,1 SEE SHEET C — i 6T x mISTASE.WF I%I.DPEx a, .1.T BTAT ax! ERAs•EF.ANDs 1 BRIAR HILLS r / PG. WEC EOPEaAMD,',DN,a,:n�;,LD6EOE°ENO P KEYNOTES: T \ e � ! —! ,a m / / �8/ � � �`� � � � 7 a •�,� �t s ro �,% 6EEPLWEOg6YPA66WUMNODETAl6. -"v.11a\cw.W.Wx e.,es warn ooxm I i',.: °�'„-- —r:— .. _:/• Is' •:i \` x "'. �� '.`, r' - i:, s'Z'�L •-.. ° s:,,..,s. Cat. �.I '* / I'ITFRxs IDCNTA -NE 17 SITECFSB IT ri Dw NCON6CE6TRIrwNEAND�N DNouNDw.� WD 1.`.. O NO -- TAPE PEP 6u65ECi,Du EOEi SEE DWG6 GO5t COO y� / ox,N CINDwwE6tA,DNDEi E:. J CONPEEn .1-1. TaN ONM10 "Erw xDCDEx,w,n:WCnE6CExr.IED Ii i E-1a,mw.m I I I XIr FiY. !.. �1'' yk j MAPLEWOOD n.nm ESTATES wEEnEnEE srw.w d, E-,a,ssun i J \i !� ?y, CY :+'' I I O suwsec,lox ,u,�w, wANNWD uPE tEn t.� / I , \: I „6 a, i -- PLAN i 4 �J EkE 6 aEC6DC ,6D r \ A a AGENCY PERMIT SUBMITTAL EAST RENTON LIFT STATION RENTON ELIMINATION i ndw E as°� n yD.ua wPw wo . Dm SITE AND PIPING PLAN V C-04 r GENERAL NOTES: jIj j.s s io•cKiin�u�coierv�cErtc,n u iit='LlutE L—El. aexu uu�iwcerteie aexosns • ..:.. wuvt vnxE _. _. _ ca",a i uae. nw Rs. w,uo vtRnslu mssn oR u�omERvrtuRE. Eurt wCigfnuAi Orlwtr w,rRx �'e wises Rl-41l—EC owssw.vao noscu cv Oaa cool uov iLayq. i¢uo woR wv, KEY NOTES: Y ��iKowwetu umivai��ssicaHecia�. ai Eo,,... .,d k i5 f O ., ... _ fits'.( u �n cwei.uE �ounicR rxm wc. § •• ,• R E C 1Ma, "' 4 V -EV�CCq �iS 11 2-ILUOwlreiu I ��,�,Hwn1E rtRrt,11E� ;.,_a cREWxi REM M1—I—RE wAI El— 10-1 �USIG n sl [fOrnt — wnitu5wiillN] nCCRC1AxCrt.1 t' •'�I, `[�� ..• v0R[EnsiRFAN OR [G.nStlnFT[R CCAi—D LIUREx 2c ra504R OREOGAI VEAse ^ 0 I xi�wAwi It i .. .....I WI - s �5 ss gsa5a 5as 1 .� cortrtiw al 375 - .............. ........... 5 3B0 375 370 .......... .,..,.... ................. .......... ........... ..............., .. .................. .,.,.. ...._..... ............ j .. ......... .... 1 3T0 � .............f ... ........... .................. sORv �._.... ...... Y. ...... ...... .. 305 .... ......... .............. ............ ................................................................ ....,., .. .............. ............. .,..,.,,. ., ............. ............... mo A STA 5M STA/-50 STA 4� STA 3W STA 3r00 STA 2-50 STA 2-00 PROFILE STA 1-50 STA 1M 'STA O.50 STA 0.00 R s AGENCY PERMIT SUBMITTAL �►:3�-.�T�+ �� a yAx Woiv.rco CI71' OF EAST R E TON LIFT STATION WC-05 „Ic 'e�,u � r f '•� � w �1RENwTON w cw PIPING PLAN AND PROFILE -STA 0t00-STA 5+00 IBM �5 esu�ma STA 9-W STA9 s� STA 8— PROFILE STAT.66 sl[�exssCmGtm �u i.i OR aw STA 7. STA 6-56 STA 6W STAS-W STA5— AGENCY PERMIT SUBMITTAL ^s Mrnu*F� A CITY OF EAST RENTON LIFT STATION RENTON ELIMINATION -- 1 ++.+a++wm• w. �An PIPING PLAN AND PROFLE — STA 5,00 - STA 10+31 — C-06 ExK1 RIMEL.>OE.a. GLGxNLIT�,NE,.b3>oL ' i i; �i PLAN�� vGMa,o srsre // OCL CHNL U'IE. wI•b1.b, 0.. rf� NEW AC PAVEMENT - ei_•L'rt.T.1.?i•T'i'1+a'.li'Z:i'j�'t•'•;.j:�.j:�:j:}.?��..*.r_.--- IICLJ�! H. �♦ ��II�� ry _j.//•�T.SS11111��..F �1GG TE rC—'\ SECTION ��........ v?....... ....... i TEMPORARY STREAM CROSSING /, KEYNOTES: N OBlluvkuuv lxnMk lkurnO�isi.IG LNNNOlE6 nWROxIMAit couTURnc�IOn�O FIk U ERIFY OC IRCHE511x COUCRETE. Cx.0 .—T•1] Oi eR •SS RuwMG UI9C_..TLOCn,pN. R E EOU W MEut 10CESS.—G-1111E nL —I.T 6xOwu CN i�nE� Ct K AI.NU STExL OEiuL9 P. s 9M i 91REn u1 E9. G 10 EUG VEER FOR nPPRROVow.IsIS rv—A REMovE nu-1-1. 1a+I�Mv A. 31RE.M CRosswc-1G STREAMS RESTORnipu Oe olb Rc9•C A .... TC 10m%MOO LER/$TM OE CT nun TO•TL TSt%OE RS. 1 1N ORfi—L 31ECIFIG GUVITv,RCE OEUSITY� OS COuiRnC lOR10 CCOROuurE wlIH LOCK LNN FOR STORMwn IER OETEu,IOu RONo nCCE39. O1EMRORnav UVRn55 RRwG. coNTReC1GR TO - .n90VE GROUND 1.vU SURRGiI xs RCOUu1E0. O ofi oR caFERoxM 101uuukL SlxknM EEENIOS EE UOR ECUvnLEUT Ocu vFR1 EEIG N1lEN1n1OUT1EIGF O = ONCREIE0.1-F-�i—OF AGENCY PERMIT SUBMITTAL CONSTRUCTION ENTRANCE DETAIL TYP C-01 FlE 0 J i3 ,N4TALL,ENPORAR.F.,ERFA u� T IN BEFORE OPAD.uCEM TO g4TIRBED AREAS. GRAgNG P u OF PR_T. REKLov1 l_ To PAvnuENT CZTEMPORARY CATCH BASIN PROTECTION �LE�x,D�De .�Tq, > Ex 3 NA,NE4a s TRENCH BACKFILL DETAIL TYP ca nTA,.oB bTAe.BJ Nrs r ESA a� ®/o® J....E..g 12'R 0EwM_<° > q eRGA L II 11 —'ry OBE1TER gtEW ALTEPNADTAE°O SFC T_ OOICf BLM�AI)P O E510E3 rvCE FnBRN: CN T.E inE SILT FENCE DETAIL AND NOTES C01 SCUE: NT4 1. OF CHANNEL NWBTH CE NTER lD FLOWLINE Aw ., BA 641 STREAM DEWATERING COFFERDAM DETAIL (TYP) ,AE`: x,BG°F DHADE ,rNAI�HEx� � �-- T\T , ...• �\15 FF, ON,. SEDTDNzm ,E "- 9 s TRENCH BACKFILL STREAM AT CROSSING DETAIL (TYP) N'B GENERAL NOTES: KEY NOTES' Oj III FLTM p'I "NLLnERIxcw.SEDN.CO VlL usRIX CUTTOIHELENOTHOFTHEDARRERT.AV ISEOF uECESsnnv FLIERCLOTHSr IBESPLICEDTOGETHERO IATASIPP TFOOT wTHA N W WDu ENNn, OVEF wxv Arm roT„ ENDS SECURELY FASTENED TO TIE POsr O BESPnCEDA IIRICFEUCESIUII BE USTALLED iO FIXLOW iNE CONTWRSYmERE FEASW, El, THE FENCE POSTS-11 LW OF B FEET APART uuD DRIVEN SECURELVNTO n,E CROUND (MWWUM OF b WC k TO 1.E O W,sI TOAIIav TnE FB TM FABUK: TO RF RURlEO.fAWE3H 9uPP0u, FENCE Sw�.0 BE FASTEreOTSECURFLvw TO IIIE r EEARE 6xn11u EAIE""EMOTHEI'ENCI�NINWIIM OF A E.AUO BEiuu u0l ExIlNO TIDE FIRE ,CS ABOVE THE OI*1AAL GROUND4lIRFACE. Oe T.EUGTI1F1ER FABRIC SISL,ME STAPLED OR wIREO THEFENCE, A MWC IES OF THE FAD SIbu WTO THE TRENCJI, TI,E FADRIC SI TALL NOT ExiEN'0 NgtE i,uN b WCHE4 A—E TUE 011— GRW uD SURFACE. FKTkIi FABRIC SHALL u0T BE STAPLED 10 EAESTNO TREES. O E WW.nTEO IU SUCHA CASE THEFETM FA LOSERTro4T 4PACWO AREu3ED, THE wwENE4H SUPPoRTfErvCE w.v bE DBR,C IS sTAaIED OR WIRED DW ECRv 10 THE POS15, g'I I'11ST'��A :Fo wIF:wPUMPeUMo;°a ,ATA EE:'�R�a`DWFJLbWGE,EKE1EPIl O OVR4EWNAIEui TDDIS4V DOwu3TREAu GfIMPACTED AREA TD— EROLON.LINE DlSquxGE AREA wlRl v EEu ECT g4quRGE POI ATE FLOW ENERGY ANO MEVENT CHANNEL SWR. �Ne�row.nvsT�Ru, Fos mHLOA—.TALIGNEDmTHCENTERof--C-.NNEL. COORDLOCAT--. g WSIAU Wwu4C �M WOR1. F"O AllGRN'DEBTEAv 11AL � LOG40R COW BLANKET ry ECHANNEL L9'DE-w TERED. OCTnENq,AUDCOVERwT,u 4TEELPUTE3. ENT CR045WOgt WTMFMESv°OI CONSTRUCT—BURVPIPEWA ODSE HIFN,v,nlnulTV FENcINC TO DE, WEATE WSTREAN UNH aws«K. OPIPE BE—AND BA 1L PM c,TI STD --Am, NATI--AI.L WHEREW Eo. i AGENCY PERMIT SUBMITTAL 1[Ff11�1 ,nNGlis I. G G TI o: D-I s E la Sq b. m.M T] YiOvumrp ry e �m t sa P.ratn�. --' . AE. TYPICAL FOREST BUFFER ENHANCEMENT PLANTING DETAIL r ESA Y]DB ,I�bIwN .((OB Se-YBSB IulESxvolnG F:(ABI iSp68B. � . E` N a, Prl lion �nnn J4h.nh 0.uf/wr FnHwnewmwne X:.ntiNO Mangy• Common Kv.• TYP. '.6 II. I PNnt .Mr 8p.cbl ln.IrMgbn. Iw Ik.ePn p:ap. 1 U o.mw. r..,Kr�s .n PY•n H Fhy.x.rpl.. I,—— Hcfc mm-k IOe N MNK.M.m muu�Mn fdYmolan tp.: AnpoNFaPCY wS,u IY.rvr Miry Ipa: itlot. A Ml EhfuC. TPW Aer (.mMr.IY.I; I:''SSY ® �soeoo e o SlEllE 0O0 e0O.0e - . o eee ees eo�o° eves, <oL=s es:eIOGETIEN KEY woobcnlP PA.n Iv]E SFIO [m EO buFFEN ,AWCEMENi I!]M SFI e IVLAN i1vG IO«E ,I Q�IHLM'IWG SUFFER EN1uNCEMENi Itx.ssl SFl e ZONES;EO (PttANTI u.Y«a NESioNATIp+IxOx Sfl e (PLANTING 20NE ]) asEEG Ml. wssN o ,Pl.wiING ZGNE.I GENERAL NOTES: MAI«iuu ExlSIWO PAin NEiwONN.GwER wlin.' OOOCnIP Mu,Cn Ai iIT R S.E C E%TEND TO l NIi9 OO F CONSTRUCTlO«. KEY NOTES: �j I=2I IS—L OE APP,IEO AROUNO R.aNTS. SEE OSEEo MIY S«Au BE —EO.T I RATE OF 10 iSS PER ACNE. Plantln Zone 1 Stream Bank Restoration efiln.11b N.m• iYP. $p.fr♦11a Mani YYmMr a.P411navwabn. NIIeOYp[a co�M..nc..� ne.e..r mp.noa La«,MM xno.<. m ®®®� eaT IS,IO e N as P:1 s E] s 56TAPPNokAEP ITN °W.WGA TCF G-�,. ]. RE SouuYE fool I 9C' RFPREBENTBSP,.wIS. Y cF.—.G ELEVATIOHI� 6ey ELEVAT MP.) &PICAL STREAM BANK RESTORATION PLANTING DETAIL ST. AGENCY PERMIT SUBMITTAL �O BIANR lNfSNRUBSYN,I. L qR ON 51EEP SLOPE RWARUN PLA ANEA E1 EE=wlo p INSTALL 0 NN q+ P[R oN 5TA�11pAR0 PLA. —.1.O STREAM BANK PLANTING SECTION TYP r ESA P. S RE 11— DB S�ZOfi))446655 �I,SB 05AN01 WCN IN ONMETER BETWEEN SOUARECUT APOSEO E 24W5 T"Eso .No RR LP E S DEDREES 120.—P—D„YP, ITO ND„YP, I 'L n s LIVE STAKE PLANTING DETAIL TYP ITS SEQBQH TREE/SHRUB PLANTING DETAIL (TYP) ITS GENERAL NOTES: 1. STREAM OE-11TERIN—STEM SNALL BE IN PLACE To _T To RL—AL.ISEE SNEEI C11215TR[AM CROSSING D. REMOVE ALL ILATEREALS USED IN TEIAPORANY 11— CROSSING /. KEY NOTES: t, >i 5110— SLOPE PER CITY OE REN TON SIANDAND DEAN 215.10. O STREAM TON .—E. ON STEEP SLOPES, ADOACENT TO OJ PLART TREES AND SHRUBS IN UPLAND AREAS. AGENCY PERMIT SUBMITTAL King County Department of Development Permit Number: L12CGO15 and Environmental Services Date Issued: 06/20/2012 900 Oakesdale Avenue Southwest Expiration Date: 06/20/2013 Renton, Washington 98057-5212 Permit Status: ISSUED Construction Permit Permit Type, Subtype: GRADE, GRADING Title: EAST RENTON LIFT STATION Description: Convert a portion of the City of Renton sewer system from a pumped system to a gravity sewer system. This involves installation of approx. 1,030 feet of new sewer pipeline (-760 feet through Maplewood Park) and elimination of existing lift station north of park. The pipeline wll be installed using open trenches. Location: North of 148th PI SE and intersection wi List of Parcels: 152305-9055 Site Address: Valuation: $0.00 Applicant Name:. RENTON PUBLIC WORKS Comments and Conditions 1. Work Subject to Approved Plans and Conditions. Work authorized by this permit is subject to the approved plans, and corrections shown thereon and the attached conditions of permit approval. Failure to comply with all conditions once construction is begun may necessitate an immediate work stoppage until such time as compliance with the stipulated conditions is attained. 2. Posting on the job site. This permit must be posted on the job site at all times in a visible and readily accessible location. 3. Scheduling Inspections. Inspection requests should be called in either directly to the assigned inspector or via message to support staff at 206-296-7445.1Please provide at least 48 hours notice to schedule inspections. Scheduling and inspector availability is subject to approved holidays. 4. Expiration. Please note the expiration date on this permit located in the upper right corner. 5. Compliance with State and Federal laws and the Endangered Species Act. The applicant is responsible for making a diligent inquiry regarding the need for concurrent state or federal permits to engage in the work requested under this permit, and to obtain the required permits prior to issuance of this permit. It is understood that the granting of this permit shall not be construed as satisfying the requirements of other applicable Federal, State or Local laws or regulations. In addition this permit does not authorize the violation of regulations. In addition, the granting of this permit does not authorize the violation of the Endangered Species Act as set forth at 16 U.S.C. § 1531-1543, including the prohibition on the "take" of threatened or endangered species. "Take" is defined at 16 U.S.C. § 1532(19). It is the applicants sole responsibility to determine whether such "take" restrictions would be violated by work done pursuant to this permit, and is precluded by Federal Law from undertaking work authorized by this permit if that work would violate the "take" restrictions set forth at 16 U.S.C. § 1538, 50 C.F.R. §17.21,50 C.F.R. §17.31,50 C.F.R. §223 and 50 C.F.R. §224. 6. Fees due: Enforcement. The King County Code states that fees associated with the review and inspection of projects requiring permit applications are due at the time of application for service, or within fifteen days of receipt of an invoice from King County's Department of Development and Environmental Services (DDES) stating that currently hourly rates are due. DDES may require a deposit of between twenty to eighty percent of the total cost of the review and inspection of a permit application at the time of application. Failure to pay fees in a timely manner is a civil violation. It is King County's policy to take enforcement action including, but not limited to, the issuance of a Notice and Order and/or Stop Work Order, when an applicant has violated the King County Code by failing to pay fees when due. By accepting issuance of this permit, the applicant acknowledges that if he/she fails to pay fees when due, DDES may bring a code enforcement action to recover unpaid fees. 3/2/2012 L.G PRMCARD Project No :L12CG015 Date 06-20-2012 CLEARING/GRADING PERMIT CONDITIONS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- Permit Type: GRADE Sub Type: GRADING ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- Applicant : RENTON PUBLIC WORKS Name: RENTON PUBLIC WORKS Address ATTN: DAVE CHRISTENSEN 1055 S GRADY WAY RENTON WA 98057 Title : EAST RENTON LIFT STATION Owner's SUBMITTED : 02/17/2012 Status : ISSUED Site Location North of 148th P1 SE and intersection wi Date Issued 06/20/2012 Parcel No 152305-9055 Expires 06/20/2013 Description Convert a portion of the City of Renton sewer system from a pumped system to a gravity sewer system. This involves installation of approx. 1,030 feet of new sewer pipeline (-760 feet through Maplewood Park) and elimination of existing lift station north of park. The pipeline wll be installed using open trenches. Please refer to the above Project Number when making inquiries regarding this application. For Permit information or requests for inspections, call 206-296-6640. The conditions attached to this cover sheet apply to the permit referenced here. All conditions must be complied with by the contractor and verified by a Grading Inspector (Call 296-6640) or this permit will become null and void. Review By Title Date rolfI't (SI?C- i )c=V SJ) & C3L ?0 4vA,u 2U1z LG T RAN lg_tran 8/31/99 Permit Number: L1200015 Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 Inspection Record Card Record Card must be on the job site EROSION CONTROL DEVICES SHALL BE IN PLACE PRIOR TO AND DURING CONSTRUCTION APPROVALS: 1. Preconstruction Conference By: 2. Erosion Control (installed and functioning) By: 3. Limits of Clearing per Approved Plans By: 4. Construction Entrance installed per Plans By: 5. Site Stabilization and Soil Amendments Installed By: 6. Final- Site Re -vegetated and all Facilities Functioning per Plan By: 7. Other By. 8. Other By. Notes: ALL PERMITS: a) Responsibility for compliance with the provisions of the applicable King County Codes and for maintenance of facilities rests exclusively. with the permit applicants and their agents and the property owners. b) King County's inspections are spot checks designed to foster and encourage compliance with the applicable codes. The approvals above neither guarantees nor assures compliance with all applicable codes. 3/2/2012 LG PRMCARD Permit Approval Conditions Document Clearing and Grading Review Tracking Number: L12CG015 East Renton Lift Station The following conditions apply to the above referenced permit: The permittee shall be responsible for all costs associated with the review and/or inspection of this permit by responsible department staff. These costs shall be in accordance with the fees set forth in King County Title 27. Failure to remain current with fee balances may be cause for suspension or revocation of the permit. Development authorized by this permit or approval may require other state and/or federal permits, including, but not limited to, a Washington State Hydraulics Project Approval (HPA) or a U.S. Army Corps of Engineers 404 or Section 10 permit. If such other permit(s) is/are required, this/these other permits must be issued prior to issuance of this permit or approval. Failure to secure these other permits before beginning work authorized by this permit or approval is a violation of this condition, and may result in suspension or revocation of this permit/approval, and/or pursuing other enforcement actions. Should any other required permit be suspended, revoked or in anywaybe subjected to other enforcement actions, this permit may be suspended until all defects causing said enforcement actions have been remedied. In addition, the granting of this permit or approval does not authorize the applicant to violate any provisions of the Endangered Species Act as set forth at 16 U.S.C. §§ 1531-1543, including the prohibition on the "take" of threatened or endangered species. "Take" is defined at 16 U.S.C. §§ 1532(19). General Requirements At least 48 hours prior to the start of any work, call the Site Development Services Section to arrange a pre - construction meeting. Please be advised this permit shall not be effective until the Notice to Proceed has been issued pursuant to this meeting. If required, Notice of Construction Activity signs shall be in place prior to the pre -construction meeting. The Site Development Specialist assigned the project is Ron Ainslie and can be contacted at 206-296-7142 or by email at ron.ainslie@kingcounty.gov The permittee shall notify the Site Development Services Section at least one day prior to the start of work via telephone and or email. Upon completion of the work authorized by this permit, the permittee shall notify the Site Development Specialist in writing by letter and/or email requesting a .final inspection. Prior to this request ensure that the site is stab il ized/revegetated per the approved plan with all temporary erosion control systems removed. Failure to request a final inspection may result in unnecessary site inspections and billings. The boundaries of the clearing limits shown on this plan shall be clearly flagged in the field prior to construction. The flagging shall be maintained by the permittee for the duration of construction. The clearing limits shall be maintained by the applicant/ESC supervisor for the duration of construction. Work shall be limited to that shown on the approved plans stamped and dated tzuAit; lOUL by Ron Ainslie of King County Land Use Services Division A copy of the approved plans, conditions and permit must be on the job site whenever work is in progress. Permittee is responsible to call 1-800-424-5555 not less than 48 hours before beginning excavation where any underground utilizes may be located. Permittee is responsible to notify the utility company of this work when overhead power, telephone, or utilities may be affected by this project. All work shall comply with the provisions of King County Code Chapter 12.86, relating to noise control. Hours of operation shall be limited to 7:00 a.m. to 7:00 p.m. Monday through Saturday and 10:00 a.m. to Grading/Clearing Plan ReviewApproval Conditions Last saved by Ron Ainslie Documentl Draft June 6, 2012 Pagel of 4 5:00 p.m. on Sunday. In the event that the permittee obtains a noise variance form the Seattle King County Health Department, the hours of operation contained within the variance shall supersede those contained within this condition. During hauling operations, permittee shall provide effective dust control measures consisting of water, asphalt treated base, chemical dust palliatives, or equivalent measures to control dust from this operation. Dust, dirt or airborne solids from any source shall not be emitted in quantities as to adversely affect adjacent properties and/or public traffic. Permittee shall abide by the regulations of the Puget Sound Clean Air Agency (PSCAA). Contact PSCAA at (206)343-8800 for information. Permittee shall be responsible for implementing all appropriate measures needed (i.e. paving, sweepers, and/or other techniques) to keep streets and roads used as haul routes for export or import of materials clean and free from debris, mud, etc. Rocked construction entrances shall be installed where ever equipment, trucks, etc... will be running from disturbed areas to pavement on existing roads. Any damage to pavement edges, sidewalk, curb and gutter, etc., resulting from operations authorized by this permit shall be repaired immediately. Prior to filling and/or grading of this site, the ground surface shall be prepared by removing all clearing debris, stumps, and other unsuitable material from the site. Only earth materials which have no rock or similar irreducible material with a maximum dimension greater than 12 inches shall be used as fill. If the contractor chooses to dispose of excess excavated material on sites where less than 100 cubic yards and 3 feet of fill will be placed, the contractor shall provide documentation that these sites have been inspected by a consultant capable of identifying critical areas as defined by King County Code. The report shall include date of inspection, name of consultant and company, an assessor's map of the parcel, the name, address and phone number of the property owner, and the location of the fill placed on the property. No fill shall be placed in critical areas or their buffers on these sites. The tops and toes of cut and fill slopes shall be set back from property lines and structures as far as necessary for adequacy of foundation support and safety of adjacent properties and to prevent damage resulting from water runoff or slope erosion. If the work is to be suspended for 30 or more consecutive days, the permittee shall notify the Site Development Services Section prior to shut down. The permittee shall renotify the Section prior to resumption of operations. Erosion Control Requirements The implementation of these ESC plans and the construction, maintenance, replacement, and upgrading of these ESC facilities is the responsibility of the permittee until all construction is approved. Permittee shall inspect the ESC facilities at the end of each working day to assure that they are in good working condition. If these facilities require repair or maintenance, it shall be performed prior to the end of the working day. All disturbed areas shall be promptly and thoroughly stabilized against erosion during periods of wet weather when work is suspended. Appropriate erosion and sediment control practices shall be used during construction to protect drainage systems and adjacent properties. These controls shall be in place prior to site preparation or construction, and shall be properly maintained during the entire construction process. Stockpile and staging areas shall have TESC measures adequate to prevent any surface waters that are or might be concentrated from carrying sediment from the site to a natural watercourse. DDES may require a Grading/Clearing Plan ReviewApproval Conditions Last saved by Ron Ainslie Documentl Draft June 6, 2012 Page 2 of 4 /� i restoration plan be submitted for review and approval for any stockpiling or staging areas associated with the permit. Staging and stockpiling areas may be located on existing access roads. Any new fill area or other disturbed area which has been stripped of vegetation and where no further work is anticipated for a period of 15 days or more shall be immediately stabilized with mulching, grass planting, or other approved erosion control treatment appropriate to the time year. Grass seeding alone will be acceptable only during the months of April through September, inclusive. Seeding may proceed outside of the time period specified above whenever it is in the interest of the Permittee, but must be augmented with mulching, netting, or other treatment approved by the department. During the time period of November 1 through March 31, all project disturbed soil areas greater than five thousand square feet (5,000 sq. ft) that are to be left unworked for a period of more than 12 hours shall be covered with mulch or plastic or otherwise protected from erosion. Temporary sediment control facilities shall be constructed in accordance with the details shown. Temporary sediment control facility locations may be moved to suit field conditions subject to approval of the engineer and applicable governmental agencies. All ponds and ditches and other erosion -sedimentation facilities shall be maintained in good working condition throughout construction Where seeding for temporary erosion control is required, use the standard set forth in the current King County Surface Water Design Manual. Where straw mulch for temporary erosion control is required, it shall be applied at a minimum thickness of 2 inches. The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month or within the 24 hours following a storm event. Site Specific Conditions A Right of Way Use Permit will be required for work within the publicly owned right of way. Contact Ryan Harris of King County Roads Maintenance to apply for and obtain street use permits. Mr. Harris can be reached at 206-296-8122 or via e-mail, ryan.harris @kingcounty.gov No permanent walls or rockeries were reviewed or approved under this permit. Any such structures required to initiate and complete this job will be considered temporary and removed at the end of construction activities. No permanent roads were reviewed or approved under this permit. Any and all access features required to initiate and complete this job will be considered temporary and be restored to pre-existing condition and contours at the end of construction activities. This approval does not extend into the limits of the City of Renton. Contact the City of Renton for permitting requirements that may need to be met. Grading/Clearing Plan ReviewApproval Conditions Last saved by Ron Ainslie Documentl Draft June 6, 2012 Page 3 of 4 All conditions of King County Special Use Permit dated December 14, 2011 shall be considered conditions of this permit. All conditions of WFDW HPA dated February 12, 2012 shall be considered conditions of this permit. All conditions and stipulations of Corp of Engineers Nationwide Permit, received March 15, 2012 shall be considered conditions of this permit. I have read the attached conditions of approval and understand that failure to comply with all conditions set forth herein may necessitate an immediate work stoppage until such time as compliance with the stipulated conditions is attained. I certify that I have made a diligent inquiry regarding the need for concurrent state or federal permits to engage in the work authorized by this permit and no such permits are required or I have obtained the required permits. I understand that the granting of this permit shall not be construed as satisfying the requirements of other applicable Federal, State, or local laws or regulations. In addition, I understand and agree that this permit does not authorize the violation of the Endangered Species Act as set forth at 16 U.S.C. §§ 1531-1543, including the prohibition on the "take" of threatened or endangered species. "Take" is defined at 16 U.S.C. §§ 1532(19). I fully understand that it is my sole responsibility to determine whether such "take" restrictions would be violated by work done pursuant to this permit, and I understand that I am precluded by Federal Law from undertaking work authorized by this permit if that work would violate the "take" restrictions set forth at 16 U.S.C. §§ 1538, 50 C.F.R. §§ 17.31, 50 C.F.R. §§ 223 and 50 C.F.R. §§ 224. Failure to comply with any of the conditions contained within this permit shall be immediate cause for suspension of the permit and fines and penalties pursuant to King County Code Title 21 A, and 23 and Chapters 9.04, 9.12, and 16.82. Permittee shall Signed Contact I of Name name of a responsible person or agent who can be contacted 24 hours a day. Grading/Clearing Plan ReviewApproval Conditions Document 1 Draft June 6, 2012 Date to A vo/ 2— Telephone Number. Last saved by Ron Ainslie Page 4 of 4 WETLANDS & AQUATIC AREAS CONDITIONS OF PERMIT APPROVAL EAST RENTON LIFT STATION L12CGO15 This new utility corridor is consistent with the conditions in King County Code 21 A.24.045. D.34. 140 foot buffer of undisturbed or restored native vegetation shall be preserved, measured from wetland edges. 65 foot buffer of undisturbed or restored native vegetation shall be preserved, measured from ordinary high water mark of aquatic areas. Prior to commencing construction activities, the applicant shall mark the clearing Limits in a highly visible manner until construction is finished. The Buffer Enhancement and Stream Restoration Planting Plan by ESA, dated July 2011, must be installed prior to or within one dormant season following final inspection for the grading permit. DDES shall be notified to inspect the Restoration Planting. The Restoration Planting shall be monitored by the applicant for three years following acceptance of installation, with a monitoring report to DDES after October 31 of each year. Hydraulic Project Approval (HPA) must be issued from Washington Department of Fish & Wildlife prior to commencing construction on this site. Web date: 03/25/2011 LIM King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 AFFIDAVIT FOR APPLICATION FORM For alternate formats, call 206-296-6600. 206-296-6600 M Relay: 711 Print on legal -size (8 1/2 x 14") paper only. Parcel Number: Legal Description: Application number assigned: 5126301030, 1523059055, 1423059007, 666903TRCT, See attached. Address of proposed work: In and adjacent to Maplewood Park ❑ address not assigned yet (if not yet assigned, check box at right) Related Permits or Pre-App number: Al P0005 Descriptive summary of proposed work: Install approx. 950 linear feet of new gravity sewer pipeline across Maplewood Park and 148 Place SE to eliminate the need for an existing City of Renton lift station located north of the park. Valuation of project: Check all applicable items This is: ® New Construction ❑ Sign This is: ❑ Single Family ❑ Retail/Office ❑ Remodel/Addition ❑ Tenant Improvement ❑ Duplex or Multi Family ❑ Agricultural Property Owner: King County Parks Phone: Mailing Address: Applicant Name: Dave Christensen, Renton Public Works Contractor's License #: Expiration Date: City: ❑ Accessory Structure ❑ Other ❑ Commercial/Industrial ® Other public utility Phone: 425-430-7212 Mailing Address: 1055 S. Grady Way City: Renton Contact/Agent Name Mailing Address: Carollo or ESA? Phone: Critical Area Compliance: City: E-mail: State: Zip: E-mail: Dchristen@Rentonwa.gov State: WA Zip: 98057 E-mail: State: Zip: The undersigned applicant declares: 1. That the applicant is competent to be a witness herein; 2. That the applicant is the applicant for the above project; 3. That to the best of the applicant's knowledge, the critical areas on the development proposal site have not been illegally altered; and 4. That the applicant has not previously been found in violation of critical areas regulations for any property in King County, or alternatively, that if there have been any violations, such violations have been cured to the satisfaction of King County. am submitting for a permit authorized by the international building, residential, fire, or mechanical codes and in anticipation of having it approved or approved with conditions I have read the following statement and understand that failure to comply with all conditions once construction is begun may necessitate an immediate work stoppage until such time as compliance with the stipulated conditions is attained. I certify that I have made a diligent inquiry regarding the need for concurrent state or federal permits to engage in the work requested under this building permit, and no such permits are required or I will have obtained the required permits prior to issuance of this permit. I understand that the granting of this permit shall not be construed as satisfying the requirements of other applicable Federal, State or Local laws or regulations. In addition I understand and agree that this permit does not authorize the violation of regulations. In addition, I understand and agree that this building permit does not authorize the violation of the Endangered Species Act as set forth at 16 U.S.C. § 1531-1543, including the prohibition on the "take" of threatened or endangered species. "Take" is defined at 16 U.S.C. § 1532(19). 1 fully understand that it is my sole responsibility to determine whether such "take" restrictions would be violated by work done pursuant to this permit, and I understand that I am precluded by Federal Law from undertaking work authorized by this permit if that work would violate the "take" restrictions set forth at 16 U.S.C. §1538, 50 C.F.R. §17.21, 50 C.F.R. §17.31, 50 C.F.R. §223 and 50 C.F.R. §224. I certify under penalty of perjury and under the laws of the State of Washington the foregoing is true and correct. I further certify that all easements, deed restrictions, or other encumbrances restricting the use of the property are shown on the site plans submitted with this application. We (1) have been given authorization from the property owner to obtain this permit. I accept financial responsibility for all fees associated with this permit or approval and will receive any refunds. Please mail any refunds to the address above. Applicant: Print Name Signature Date: Check out the DDES Web site at www.kirmcounty.4otr/permits AffForAppFORMLegal.doc b-aff-app.pdf 03/25/2011 Page 1 of 1 LIQ King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 206-296-6600 TTY 206-296-7217 Permit Number: Al 1 P0005 Permit Name: FOR INDIVIDUALS: CERTIFICATION OF APPLICANT STATUS For alternate formats, call 206-296-6600. Activity Number: I, (print name), hereby certify that I am the/an owner of the property which is the subject of this permit. If I am not the sole owner of the property, certify that I am authorized to represent all other owners of the property. My mailing address is: I further certify that I am the "Applicant" for this permit and as such am financially responsible for all fees and will receive any refunds paid. I shall remain the "Applicant" for the duration of this permit unless I transfer my "applicant" status in writing on the form provided by DDES. Signature of Applicant omm FOR CORPORATIONS/BUSINESS ASSOCIATIONS: I, David Christensen Date Signed (print name), hereby certify that I am an authorized agent of City of Renton Public Works , a corporation or other business association authorized to do business in the State of Washington, which is the sole owner of the property that is the subject of this permit. If this corporation or business association is not the sole owner of the property, I certify that this corporation/business association is authorized to represent all other owners of the property. The mailing address of this corporation/business association is: 1055 S. Grady Way, Renton, WA 98057 I further certify that the above named corporation/business association is the "Applicant" for this permit and as such is financially responsible for all fees and will receive any refunds paid. This corporation/business association shall remain the "Applicant" for the duration of this permit unless it transfers its applicant status in writing on the form provided by DDES. Signature of Applicant's Agent Date Signed * By signing as the Applicant or the Applicant's Agent, I certify under penalty of perjury under the laws of the State of Washington that the information provided above is true and correct. CertApplicantStatusFORM. doc Ic-cer-apstat.pdf 06/28/2007 Page 1 of 2 NOTICE TO APPLICANTS: By law, this department returns all engineering and other plans to the applicant. If, however, you wish to authorize the department to return engineering and other plans directly to the engineer, architect, or other consultant for the limited purpose of making corrections, please designate below: ® I authorize this department to return plans directly to my consultant(s) for the limited purpose of making corrections as designated on this form. CONSULTANTS: Tyler Whitehouse, Carollo Engineers, 1218 Third Ave, Suite 1600, Seattle, WA, 98101 Sara Noland, ESA, 5309 Shilshole Ave NW, Suite 200, Seattle, WA 98107 Check out the DDES Web site at www.kingcounty.4ov/permits CertApplicantStatusFORM. doc Ic-cer-apstat.pdf 06/28/2007 Page 2 of 2 Legal description for Al P0005 East Renton Lift Station Project THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 30 FEET THEREOF; AND THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY WASHINGTON; EXCEPT THOSE PORTIONS OF SAID SECTIONS 14 AND 15 HERETOFORE CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 9401060822. Web date: 01/16/2008 King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 206-296-6600 TTY 206-296-7217 CLEARING AND GRADING PERMITS APPLICATION FEES (Attachment to Bulletin 28) For alternate formats, call 206-296-6600. Grading and Clearing Permit review and inspection services are subject to either fixed fees or hourly charges. The total cost of a permit will vary depending upon the complexity of the project and the number of ancillary reviews that are required to complete the application review (e.g., drainage, SEPA, or critical area review). Consult the current DDES fee schedule for the required fees or deposit. For projects subject to hourly charges, DDES collects a deposit at the time of application submittal up to 50% of the anticipated hourly charges for the project. Additional deposits may be required to complete a project. Any unused deposit will be refunded upon completion of review and inspection. In addition to the standard review and inspection fees applicable to all permit applications, certain other fees and base fee adjustments may be applicable to clearing and grading projects. These include, but are not limited to: Permit Administration Fees — Intake fees will be assessed for all permit applications except miscellaneous clearing permits, which are assessed hourly charges. Issuance fees will be assessed for all clearing and grading applications, except short form permits. Investigation fees — Investigation fees are assessed any time work proceeds prior to issuance of a permit. Fees paid for pre -application review to resolve an active code enforcement case may be applied toward the required investigation fee. Other review fees may be assessed during the course of project review if the project or scope of the project is particularly complex. DDES makes every effort to notify customers when these additional reviews are required. In some cases, projects can be modified to avoid additional reviews. I have read the foregoing and understand that the estimated fees contained on this worksheet are only an estimate and the actual cost of this permit will depend upon the review services required and the complexity of the proposed project. I accept financial responsibility for all fees associated with this permit or approval. Applicant Signature Date Check out the DDES Web site at www.kinacounty.gov/permits ClearGradingPermAppFeeWkstBulletin28FORM.doc Is-wks-c1grB28.pdf 01/16/2008 Page 1 of 1 Web date: 05/19/2011 LIA9 King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 206-296-6600 TTY Relay 711 General Instructions CLEARING AND GRADING PERMIT APPLICATION WORKSHEET For alternate formats, call 206-296-6600. Part I of this form must be completed prior to scheduling a pre -application meeting with Land Use Services Division (LUSD). If you require assistance completing this form, please contact 206-296-6600 and request to speak to a Site Development Specialist. A completed JARPA or Forest Practices application may be submitted in lieu of completing Part I. Part II of this form must be completed by DDES staff prior to application. Part III through VI of this form will be completed by DDES staff after the application has been filed. PART Project Name: East Renton Lift Station Description of Project: Location: King County Street Address: Maplewood Park and 148`h Place SE Install approx. 950 linear feet of new gravity sewer pipeline across Maplewood Park and 148th Place SE to eliminate the need for an existing City of Renton lift station located north of the park. Applicant: David Christensen, City of Renton Public Works Address 1: 1055 S. Grady Way Address 2: Renton, WA 98057 Phone No.: 425-430-7212 E-mail: Dchristen@Rentonwa.gov Owner: Address 1: Address 2: Phone No.: King County Parks E-mail: Note: If the applicant is other than the owner, authorization from the legal owner must be provided. Agent: Address 1: Address 2: Phone No.: ESA or Carollo? E-mail: snoland@esassoc.com PROJECT CHARACTERISTICS Total Area Cleared/Graded: ac Volume of Excavation: c.y. Total New Impervious Surface: s.f. Volume of Fill (Exported): c.y. Total New Pervious Surface: s.f. Volume of Fill (Imported): c.y. PROPERTY INFORMATION Parcel No.: 5126301030, 1523059055, 1423059007, Community Plan: Shoreline Designation: n/a Is the property located within any of the following: ClearGradingPerm itAppWksheetFORM.doc Is-wks-clgr.pdf 05/19/2011 Current Zoning Size: Thomas Guide: R-4 ac Page 1 of 5 a. A vested Plat? ❑ Yes ® No If yes, describe: b. Area subject to clearing restrictions? ❑ Yes ® No If yes, describe: c. Area subject to other property specific development restrictions? ❑ Yes ® No If yes, describe: Is this property enrolled in current use taxation as forest, farm or open space? ❑ Yes ® No If yes, describe: Has a farm plan, rural stewardship plan or forest management plan been prepared for this parcel? ❑ Yes ® No If yes, describe: Are there any native growth, utility or access easements or other encumbrances that may affect development of this property? ® Yes ❑ No If yes, describe: Wetlands, streams, and buffers. CERTIFICATION I, , hereby certify that I am the/an owner, or am an authorized agent of , a corporation or other business association authorized to do business in the State of Washington, which is the sole owner of the property that is the subject of this application. If I, or the corporation or business association, am/is not the sole owner of the property, I certify that I or this corporation/business association am/is authorized to represent all other owners of the property. I further certify that to the best of my knowledge, the critical areas in the development proposal site have not been illegally altered and that the applicant has not previously been found in violation of critical areas regulations for any property in King County, or alternatively, that if there have been any violations, such violations have been cured to the satisfaction of King County. I further certify that all easements, deed restrictions, or other encumbrances restricting the use of the property are shown on the site plans submitted with this application. I further certify that I am familiar with King County's Community Trails Preservation Program and ❑ am / ❑ am not interested in granting a voluntary easement for a rural equestrian trail. I certify under penalty of perjury and under the laws of the State of Washington the information filed with this application is true and correct. I understand that signing and submitting this application authorizes DDES staff to inspect the site at any reasonable time for the purpose of permit review. Applicant Signature: Date: ClearGradingPermitAppWksheetFORM.doc Is-wks-clgr.pdf 05/19/2011 Page 2 of 5 PART II This portion of the worksheet will be completed by the Site Development Services Section. Permit Type: Submittal Requirements Quantity: Description: "Application Worksheet/Certification "Grading Plan Environmental Checklist Environmental Determination Quantity Calculations Drainage Plan/Calcs Critical Areas Studies Soil Amendment Plan Certification and Transfer of Applicant Status Legal Description (may be included on site plan) Variance/Reasonable Use Exception Application Fee Worksheet Payment Schedule Other: Inspection Area: Minimum payment due At Application Submittal S Subsequent payments subject to approved payment schedule (review of application will not commence until all review fees are paid) Application Worksheet is not required if a completed JARPA or FPA is submitted with application. " Grading plan shall include at a minimum the following information unless specifically waived: vicinity, topography, dimensions, clearing limits, open space, NGPE's, conservation easements, drainage systems, buildings, structures, landscape and restoration plans, critical areas and associated buffers and other information as may be required by the director. For purposes of this application, the following items are considered waived unless specifically requested above: Fire District receipt, current Certificate of Water Availability, proof that the lot(s) are recognized as separate lots, Certificate of Sewer Availability or site percolation date with preliminary Seattle King County Health Department Approval, Certificate of Future Connection for Sewer or Water if in Urban growth area, and Certificate of Transportation Concurrency. This completed form must be signed by a representative of the Site Development Services Section and must accompany the completed permit application or the application will not be accepted. This approval includes a waiver for purposes of application, those items more specifically noted above. DDES Staff Signature: Date: PART III This portion of the worksheet will be completed by the Site Development Services Section staff. Project Name: Permit Number: Have critical area reports been prepared for this or adjoining properties? ❑ Yes ❑ No Has a critical area notice on title been recorded on this or adjoining properties? ❑ Yes ❑ No Is the site located in SO-220/NS-P23? ❑ Yes ❑ No TREES 1/TREES 2? ❑ Yes ❑ No Have any critical areas been mapped on GIS or other databases for this or adjoining properties? ❑ Yes ❑ No Identify below and attach any relevant maps/printouts to this report. Site Contains Site Abuts Critical area Yes? No? Yes? No? Comments Wetlands ❑ ❑ ❑ ❑ Aquatic Areas ❑ ❑ ❑ ❑ 100-Year Flood lain ❑ ❑ ❑ ❑ Channel Migration Hazard Area ❑ ❑ ❑ ❑ Landslide Hazard ❑ ❑ ❑ ❑ Erosion Hazard ❑ ❑ ❑ ❑ Seismic Hazard ❑ ❑ ❑ ❑ Coal Mine Hazard ❑ ❑ ❑ ❑ Steep Sloe ❑ ❑ ❑ ❑ Critical Aquifer Recharge Area ❑ ❑ ❑ ❑ Wildlife Habitat ❑ ❑ ❑ ❑ Wildlife Corridor ❑ ❑ ❑ ❑ ClearGradingPerm itAppWksheetFORM.doc Is-wks-clgr.pdf 05/19/2011 Page 3 of 5 Critical Area Site Conditions Is there evidence of geologic hazard areas on or adjacent to the project site? ❑ Yes ❑ No If yes, please describe: Are there any unmapped wetlands or aquatic areas on or adjacent to the project? ❑ Yes ❑ No If yes, please describe: Does the site contain or abut unmapped wildlife habitat or corridors? ❑ Yes ❑ No If yes, please describe: Part IV This portion of the worksheet will be completed by the Site Development Services Section staff. DRAINAGE/TRAFFIC Does the project add more than 2,000 sq. ft. of new impervious surface?.......... ❑ Yes ❑ No... More than 10,000?... ❑ Yes ❑ No Does the project add more than 7,000 sq. ft. of new pervious surface? ............. ❑ Yes ❑ No... More than 70,000? ... ❑ Yes ❑ No Are there mapped or disclosed closed depressions within the project boundary?........................................................... ❑ Yes ❑ No Is the project within or adjacent to a flood hazard area?................................................................................................. ❑ Yes ❑ No Is the project within or adjacent to a Critical Drainage Area?.......................................................................................... ❑ Yes ❑ No Does the project propose to construct/modify a drainage ditch/pipe that is 12 inches in size/depth, or receives runoff from a drainage pipe/ditch that is 12 or more inches in size?............................................................................... ❑ Yes ❑ No Is this a redevelopment project proposing greater than $100,000 of improvements to a high use site? ......................... ❑ Yes ❑ No Is this a redevelopment project that exceeds 50% of the assessed valuation of the existing site improvements and collectively involves 5,000 sq. ft. or more of new or replaced impervious surfaces?....................................................... ❑ Yes ❑ No Have there been any drainage complaints filed on this or adjoining properties?............................................................. ❑ Yes ❑ No Does any aspect of this proposed project connect to a county or state road or right-of-way? ........................................ ❑ Yes ❑ No Will this project create more than one access point (double driveway) onto a road? ...................................................... ❑ Yes ❑ No Are there any ROW improvements (sight distance clearing, utilities, etc.) needed or proposed? ................................... ❑ Yes ❑ No Approximately how many truck trips will be generated by this project? Duration? Drainage/traffic Site Conditions Describe existing site drainage: Describe downstream drainage and condition: Describe groundwater conditions: Describe existing road network including site distance? Are there other site issues suggesting engineering or traffic review is warranted or required? ❑ Yes ❑ No If yes, describe. Part V This portion of the worksheet will be completed by the Site Development Services Section staff. GENERAL SITE CONDITIONS Briefly describe the site: Topography: Vegetation: Wildlife and/or habitat: ClearGradingPerm itAppWksheetFORM.doc Is-wks-clgr.pdf 05/19/2011 Page 4 of 5 n Describe soil types observed/Mapped: Describe existing utilities (hydrants, signs, poles, etc.): Are there nnv well. nr Rentir SVStP-mS in the nrniPCt virinity? M YPS M No If sn_ describe the location: Describe the proiect impacts on soil, water, and vegetation: Is there evidence of un-permitted clearing or grading? ❑ Yes ❑ No If so, describe: Part VI This portion of the worksheet will be completed by the Site Development Services Section staff. OTHER CONSIDERATIONS Is this project subject to review under the State Environmental Policy Act? ❑ Yes ❑ No If not, explain why: Will any structures be constructed as part of this project? ❑ Yes ❑ No If yes, describe: Is the proposed use associated with this project allowed within this zone? ❑ Yes ❑ No If not, explain why: Will any of the following permits or approvals be required to undertake this project? Permit / Approval Comments Building Permit? ❑ Yes ❑ No Demolition Permit? ❑ Yes ❑ No ROW Permit? ❑ Yes ❑ No WSDOT Access Permit? ❑ Yes ❑ No Critical Area Exception? ❑ Yes ❑ No Shorelines SDP or Ex.? ❑ Yes ❑ No Forest Practice Permit? ❑ Yes ❑ No WDFW — HPA? ❑ Yes ❑ No NPDES Permit? ❑ Yes ❑ No 404 or Sec 10 Permit? ❑ Yes ❑ No 401 Certification? ❑ Yes ❑ No Other? - List: Will any of the following be required as a condition of issuance of this permit? nasrrintinn Comments Notice on Title? ❑ Yes ❑ No Native Area Ret. ❑ Yes ❑ No Financial Guarantee? ❑ Yes ❑ No Liability Insurance? ❑ Yes ❑ No Exception to stds? ❑ Yes ❑ No Other? - List DDES Staff Signature: Date: Check out the DDES Web site at www.kingcounty.pov/permifs ClearGradingPermitAppWksheetFORM.doc Is-wks-clgr.pdf 05/19/2011 Page 5 of 5 LQ King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 206-296-6600 TTY 206-296-7217 PERMITS REQUIRED Web date: 11/27/2007 RIGHT-OF-WAY USE PERMIT APPLICATION INSTRUCTIONS For alternate formats, call 206-296-6600. Any portion of County road right-of-way shall not be privately improved or used for access or other purposes unless a Right -of -Way (ROW) Use permit has been issued pursuant to Chapter 14.28 King County Code, except for utility construction work pursuant to Chapter 14.44 King County Code. Work proposed under another development permit may have the ROW Use permit consolidated into the development permit reviews. Driveway connections from private property to county -maintained road right-of-way are exempt from the ROW permit requirement (total one driveway per parcel). However, driveways or any work proposed in County ROW shall conform to minimum standards established by the King County Road Standards and Surface Water Design Manual. Application for a ROW Use permit shall be submitted to the permit counter at the Department of Development and Environmental Services, Land Use Services Division, 900 Oakesdale Avenue SW, Renton, Washington 98057-5212. For questions or application materials, call 206-296-6600. SUBMITTAL REQUIREMENTS ❑ 1. Completed application form. Fill in blanks and answer questions in Sections I through V. Include a location sketch on the back of application form only if other plans or sketches are not available. Submit good quality photographs showing location(s) of proposed work in the right-of-way, roadway(s) or right- of-way(s) in all directions, road side ditches, shoulders, road pavement, or gravel surface and other existing adjacent utility structures. Identify property corner locations on photographs wherever possible. ❑ 2. Assessor's Map(s). Outline in red on a copy of a County Assessor's Map the County right-of-way(s) to be opened or improved. Also, outline the property to be served as a result of the proposed project. This map may be obtained from the Public Information Counter of the King County Assessor, 500 Fourth Ave., Seattle, WA. Call 206-296-7300 to order this map and allow at least one day. ❑ 3. SEPA Environmental Checklist. This form is required by the State Environmental Policy Act (SEPA) unless a checklist has already been submitted for another development permit on the same property or the proposed work is exempt. (Categorical exemptions are specified under WAC 197-11-800. See list of exempted projects.) ❑ 4. Pay Initial Review Fee. Most applications require a Simple Permit Initial Review Fee (if engineering plans not required). If engineering plans are required by the County, then a Complex Permit Initial Review Fee shall be paid. Note that complex permits require 2 copies of engineering plans and the initial plan submittal review fee and additional review fee if plans include retention/detention facilities. For detailed information about permit fees, please refer to the ROW Use Permit Fee Schedule. ❑ 5. Certificate of Applicant Status/Transfer of Applicant Status. ❑ 6. Site (Parcel) Legal Description. ❑ 7. Affidavit Concerning Critical Areas Compliance. (Available on DDES' Web site at www.kingcounty.gov/permits: Permit Application Forms and Permit Fee Estimates.) ROW-App-Instruct-SitePlanFORM. doc le-app-rowapins.pdf 11/27/2007 Page 1 of 5 PERMIT REVIEW PROCESS Applications will be checked for compliance with applicable County ordinances, standards, and policies, then initial review conditions will be compiled and mailed to the applicant. These conditions establish requirements needed for permit issuance such as, engineering plan requirements, other review or inspection fees, and construction bonding requirements. If a SEPA Environmental Checklist is required (see SEPA Exemption information), a SEPA determination may require additional processing requirements, conditions,. review fees, public notification, and special mitigating measures. If road and drainage engineering plans are required and submitted after the initial application, the initial plan review fee shall be paid at plan submittal. For more information on the ROW Use Permit processing requirements, please refer to DDES Customer Information Bulletin No. 31, Right -of -Way Use. A permit will be issued after the applicant complies with all established conditions, pays all applicable fees, and posts any required financial guarantee (bond). When a Right -of -Way Use Permit is issued, construction inspection is required. Simple Permits require a minimum 3-hour inspection fee plus a fixed bond administrative fee. Prior to starting construction activities, the applicant must hold a pre -construction meeting with the Land Use Inspection Section after permit issuance. Types of Right -of -Way Proposals Exempt from Environmental Checklist Requirements The following excerpts identify typical proposals effecting King County Right -of -Way (ROW), which are exempt from SEPA. This list is compiled to assist the applicant in making a determination whether or not to include a SEPA checklist with a ROW use permit application. If the project you propose is described below, you do not need to submit a SEPA checklist with your application. If the scope of your project goes beyond those described below, complete a SEPA checklist for your application. WAC 197-11-800 Categorical exemptions .... (2) Other minor new construction .... (a) The construction or designation of bus stops, loading zones, shelters, access facilities and pull-out lanes for taxicabs, transit and school vehicles. (b) The construction and/or installation of .... public signs and signals. (c) The construction or installation of minor road and street improvements such as pavement marking, freeway surveillance and control systems, railroad protective devices (not including grade -separated crossings), grooving, glare screen, safety barriers, energy attenuators, transportation corridor landscaping .... temporary traffic controls and detours, correction of substandard curves and intersections within existing rights -of -way, widening of a highway be less than a single lane width where capacity is not significantly increased and no new right-of-way is required, adding auxiliary lanes for localized purposes, (weaving, climbing, speed change, etc.), where capacity is not significantly increased and no new right-of-way is required, channelization and elimination of sight restrictions at intersections, street lighting, guard rails and barricade installation, installation of catch basins and culverts, and reconstruction of existing roadbed (existing curb -to -curb in urban locations), including adding or widening of shoulders, addition of bicycle lanes, paths and facilities, and pedestrian walks and paths, but not including additional automobile lanes .... . (f) The demolition of any structure or facility, .... except for structures or facilities with recognized historical significance.... (h) The vacation of streets or roads. (i) The installation of hydrological measuring devices .... (j) The installation of any property, boundary or survey marker, other than fences,... . (3) Repair .... and maintenance activities.... The repair, .... maintenance, or minor alteration of existing .... facilities .... including utilities, involving no material expansions or changes in use beyond that previously existing; except that, where undertaken wholly or in part on land covered by water, ... . (24) Utilities. The utility -related actions listed below shall be exempt, except for installation, construction, or alteration on lands covered by water. The exemption includes installation and construction, relocation when required by other governmental bodies, repair, replacement, maintenance, operation or alteration that does not change the action from an exempt class. (a) All communications lines, including cable TV, but not including communication towers or relay stations. (b) All storm water, water and sewer facilities, lines, equipment, hookups or appurtenances including, utilizing or related to lines eight inches or less in diameter. (c) All electric facilities, lines, equipment or appurtenances, not including substations, with an associated voltage of 55,000 volts or less; and the overbuilding of existing distribution lines (55,000 volts or less) with transmission lines (more than 55,000 volts); and the undergrounding of all electric facilities, lines, equipment or appurtenances. (d) All national gas distribution (as opposed to transmission) lines and necessary appurtenant facilities and hookups . (f) Periodic use of chemical or mechanical means to maintain a utility or transportation right-of-way in its design condition: Provided, that chemicals used are approved by the Washington State Department of Agriculture and applied by licensed personnel. This exemption shall not apply to the use of chemicals within watersheds that are controlled for the purpose of drinking water quality in accordance with WAC 248-54-660. (g) All grants of rights -of -way by agencies to utilities for use for distribution (as opposed to transmission) purposes .... (j) Issuance of rights -of -way, easements and use permits to use existing roads in nonresidential areas. ROW-App-Instruct-SitePlanFORM.doc le-app-rowapins.pdf 11/27/2007 Page 2 of 5 King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 206-296-6600 TTY 206-296-7217 APPLICATION FOR RIGHT-OF-WAY USE PERMIT THIS PORTION TO BE COMPLETED BY THE APPLICANT/AGENT/OWNER Official Use Only Permit Number: Name: Phone: _ F- z0 Q Address: ~ J w a City, State, & Zip: cn Q Relationship to property owner: Applicant is: ❑ Private Individual ❑ Private Agency ❑ Government Agency Site's Tax Parcel ID No. Kroll Map Page No. Section -Township -Range: Zoning: w Site Address: Z O °- U w Are there any related permit application(s) pending in King County? ❑ Yes El W U U a If yes, list application number(s) 1. 2. 3. 4. Type of Use (work) proposed in the County Right -of -Way (ROW) 1. Date Submitted: ❑ Road ❑ Non -franchised Utility' ❑ Other Description of Use (work) proposed in the County ROW (including length): 2. Comp Plan Designation z ElRural _ = w ❑ Urban z2 O uU 1= O U) CL 3.. Permit type: Name of Street/Avenue: ❑ Limited ❑ Extended From: To: 4. Purpose: To do this work in the County ROW, do you need to cut any trees? ❑ Residential Use ❑ Yes ❑ No ❑ Commercial Use Are you including Engineering Plans for this Work? ❑ Yes ❑ No 5. Open ROW: If no, use site plan sheet (see page 4) to show detailed sketch of proposed work. El ❑ No Franchised Utilities requires a Franchised Permit issued by King Co. Property Services Division. ROW -App-Instruct-SitePlanFORM. doc le-app-rowapins.pdf 11/27/2007 Page 3 of 5 A. Provide a good quality photograph showing location(s) of proposed work in the right-of-way in all directions and showing all existing road features. B. Please answer the following questions as they relate to your project(s): 1. Indicate County ROW width (refer to assessor Parcel maps): 2. Is there a road currently in the ROW? ❑ Yes ❑ No If yes, answer questions 1 through 4. If no, please skip these questions. feet. 6. County Maintained: ❑ Yes ❑ No 7 a. Indicate the road surface type and width: ft. paved road ft. gravel road ft. dirt or logging road b. Indicate the road surface conditions: w ❑ Excellent (recently surfaces) ❑ Fair ❑ Poor z c. Are there roadside shoulders: ❑ Yes ❑ No If yes, indicate shoulder type: shoulder width: ft. 8 0 > ,6 d. How many lots (dwelling units) does this road currently serve? oEl0-16 ❑ 17-50 [__151-100 ❑ Over 100 v 3. Are there any ditches, swales, culverts or other types of utility lines in the ROW? U)p LL El Yes ❑No ¢ If yes, indicate ditch depth: ft., ditch width: ft. 0 Z If yes, is there overgrown vegetation in the ditch(es) flow line? ❑Yes ❑ No Cn If yes, indicate culvert(s) size: and type: X w 4. Are you aware of any drainage problems in the ROW or adjacent to it? ❑ Yes ❑ No If yes, describe: 5. Are you aware of any erosion problems in the ROW or adjacent to it? ❑ Yes ❑ No If yes, describe: Please identify Critical Areas in/or adjacent to ROW (check those that apply): < ❑ Erosion ❑ Landslide ❑ Coal Mine ❑ Seismic ❑ Lake ❑ Flood plain z ¢ El Stream (❑ Class I El II or ❑III) 0 J ❑ Wetland (❑ Class I ❑ II or ❑ III) w U C Steep slopes (land terrain steepness along the ROW): cc Z ❑ 0-10% (rolling) ❑ 10-30% (moderate) ❑ 40% & over (steep) U Information on mapped Critical Areas and classifications may be found in the critical areas portfolio maps, available at DDES. Road Classification ❑ Local Access ❑ Neighborhood Collector ❑ Arterial / Commercial Variances Required ❑ Road ❑ SWM ❑ CAO ❑ Zoning ❑ None Any county right-of-way opened pursuant to this permit shall be open for use by the general public. It is the responsibility of the applicant to notify all Utility Districts and private property owners when such property is liable to injury or damage through the performance of the above work. The applicant shall make all necessary arrangements relative to the protection of such property and/or utilities. Utility damage is costly; call 2 days before you dig: 1-800-424-5555. Before any construction/development activity occurs, an approved permit must be obtained and a pre -construction meeting must be held with the Department's Land Use Inspection Section. Phone 206-296-6642, If you have any questions about this form, you may call Engineer Mazen Haidar, P.E., at 206-296-7133 or e-mail inquiries to Mazen.Haidar@kingcounty.gov. Signature (ApplicantYAgent/Owner) Date ROW-App-Instruct-SitePlanFORM.doc le-app-rowapins.pdf 11/27/2007 Page 4 of 5 King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 206-296-6600 l7Y 206-296-7217 Vicinity Map (show site ocation) No Scale ROW USE PERMIT Site Plan Sheet North Show all existing/proposed road features including but not limited to roadside ditches, shoulders, storm drain systems, power poles, and any other Utility lines. North Scale: 1 " = Signature (ApplicandAgent/Owner) Date Check out the DDES Web site at www.kin-ccounty.ciov/permits ROW-App-Instruct-SitePl an FOR M.doc le-app-rowapins.pdf 11/27/2007 Page 5 of 5 1—k-L C G © \S -L HEcE�Y�ED K.C. D.D.E.S. CITY OF RENTON EAST RENTON LIFT STATION ELIMINATION TECHNICAL INFORMATION REPORT 7 TARGETED DRAINAGE REVIEW k -16632 � �ti �oF, F'OISTER� �` �Ss10. 1L ESG` DRAFT August 2011 Carr. �.�2cGa�5 1218 THIRD AVENUE • SUITE 1600 • SEATTLE, WASHINGTON 98101-3032 • (206) 684-6532 • FAX (206) 903.0419 pwl/Carotb[Documents/ClienuWA/Renton/8235C t O[Delrverebles/TDR_Rpt.dou CITY OF RENTON EAST RENTON LIFT STATION ELIMINATION TECHNICAL INFORMATION REPORT TARGETED DRAINAGE REVIEW TABLE OF CONTENTS Page 1.0 PROJECT OVERVIEW................................................................................................1 1.1 Project Location, Drainage, and Site Characteristics........................................1 1.2 Project Improvements........................................................................................1 2.0 CONDITIONS AND REQUIREMENTS SUMMARY....................................................5 3.0 OFFSITE ANALYSIS......................................:............................................................5 4.0 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN ......5 5.0 CONVEYANCE SYSTEM ANALYSIS AND DESIGN..................................................5 6.0 SPECIAL REPORTS AND STUDIES..........................................................................5 7.0 OTHER PERMITS.......................................................................................................6 8.0 CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (CSWPPP) ANALYSIS AND DESIGN............................................................................................6 8.1 Erosion and Sediment Control Plan..................................................................6 8.1.1 Wetland Buffer and Stream Restoration and Stabilization ................. 6 8.2 Stormwater Pollution Prevention and Spill (SWPPS) Plan Design....................6 9.0 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT.................................................................................................................7 10.0 OPERATIONS AND MAINTENANCE MANUAL..........................................................7 LIST OF FIGURES Figure1 Site Location.................................................................................................... 2 Figure2 Site Plan........................................................................................................... 3 Figure 3 Site Drainage Characteristics.......................................................................... 4 LIST OF APPENDICES APPENDIX A — Reference 8-A Technical Information Report (TIR) Worksheet APPENDIX B — Preliminary East Renton Lift Station Elimination Drawings August 29, 2011 - DRAFT pwJlCarollolDocumenWClienYWAlRenton/8235C101Deliverebles/TDR Rpt.doex CITY OF RENTON TECHNICAL INFORMATION REPORT TARGETED DRAINAGE REVIEW 1.0 PROJECT OVERVIEW The Technical Information Report (TIR) herein includes a limited scope Targeted Drainage Review (TDR) as defined in Table 2.3.2.A of the 2009 King County Surface Water Design Manual (SWDM). The East Renton Lift Station Elimination project (the Project) is defined as a TDR Project Category 1 as it proposes 7,000 square feet or more of land disturbing activity. The TIR Worksheet required by the SWDM is included in Appendix A. A final version of this TIR will be submitted upon completion of construction documents. 1.1 Project Location, Drainage, and Site Characteristics The Project is located in and adjacent to Maplewood Park (the Park) in Renton, Washington and is governed by two authorities, the City of Renton and King County. Construction activities north of the Park are located in the City of Renton, while construction in the Park and to the south is located in unincorporated King County. The Park is a forested, inactive park in the location of the proposed construction. See Figure 1 for an aerial view map identifying the general location of the Project site. Refer to Figure 2 for a detailed plan view of the Project site identifying significant geographic features and critical areas. The Project site is not located within the 100-year floodplain. A City of Renton schematic of the storm drainage system at the Project site is presented in Figure 3. Storm drainage from the Project site is conveyed through the Park via Stewart Creek (the Creek). At the south end of the Park, the Creek discharges to the piped storm drainage system in 148th Place Southeast (SE). Storm drainage is carried through a series of pipelines for approximately 1/3 mile and discharges at the surface near the intersection of SE 142nd Street and SE 143rd Place. The drainage is conveyed at surface via Stewart Creek for approximately 1 mile and discharges to the Cedar River. Refer to the Project geotechnical report in Section 6.0 of this TDR for information on site soils. 1.2 Project Improvements The Project includes the construction of approximately 1,030 linear feet of gravity sanitary sewer pipeline to eliminate the use of the East Renton Lift Station. The sewer pipeline follows a curved alignment through the Park to avoid existing wetlands and crosses the Creek at the north end of the Park. Gravity sewer pipelines will be polyvinyl chloride (PVC) and range from 12 to 15 inches in diameter. August 29, 2011 - DRAFT pwl/Ca Vb/Documents/ClientlWAlRenton/8235C101Deliverables/rDR_Rpt.docx REFERENCE; 2007 GOOGLE EARTH Figure 1 SITE LOCATION TECHNICAL INFORMATION REPORT TARGETED DRAINAGE REVIEW CITY OF RENTON I c cp0-..//,% - pwllCarolblDocumentslClient\WAlRenton18235C101Deliverables\F j-Ol UI U 0 I PARKSIDE COURT Z N - t 7826235 g I E- 1316/9653 I N -' 7S3l9S8 CPxe E•t3t6l96.86 = I C. 635D i 00RJC I I I 635D-101WC N-,7Bt„ •3• - N-1776D1.336 E--3-66,3.559 I I " E•38.1 ELEV •390.OJ j ELEY LEY 361Z' 3' t, N-'78219.81 I oP6Q V .'76612V2 'p E-131�91 DB EASEMR6MNE� E-1J166t2bt2 / C-07 •BRA88 D6C i I 1 1 V•' ENT �) ELEV-3Wj53 ., 07RIC I 6]50.10a1[N 79 E-13,6E962, / N • ^. 782' 0.086 I N • 178279481 •'310601.979 E•13t6606b68 / MAP PARK O r ELEV • 390.99 P I \ ELEV s 392b7 I I 1 / LMrsoF O$[ ' �� iK O I (DWN:139 I I CONSTRucTION IVE CP89==-==- 0622 63EASDAENT (p'p ♦♦ /,,t, / 1 i _____ 78100 V.•776'3.380 /.A.��_Ib��tl ——_E -'316607.IN5 _ — / / ,y .Y. x. a- ELEV-381.17 // �_ OCP012 J T ...•.,,.1-11LVAULT sTN2' / / 76350611.12MNW��% _. _ ..�..-- B // // �/ CP810 ELEV-360.72 37 / BRIAR HILLS / // 4-1777.7766 NO 4 / E-1319746522 ELEViJT63Y-� % ' 62V7O0' ' 1A 'y, - V7ET / 'AST RENTON L-380.29 vy LIFT BTATOV CP H! • BRA86 �// 7 (Q' \� .A. D O ', FAGIrtv �,1 T\ N-1716M.6 �Mi. RC EVCY DISC PLMCM / / /{}//'� / �� Qw N • \ E.t]1612/.70 6iONAGk 1VELA I t 0.i5O.11 '4MY: N-177602A, / / / ` t 1 1 9 �i o - \ UL E-tSt6/77'B � � Y�. z, : � I I t � �•p � T Rj' 1 2 N.178Mtb1 / 1 E-1]16601.407 / / �/•' �, � p � 3 ;k- O O .L � , �" /i 7 y E•13t6728 t0 (TMP)EMwR7c el �leyl! N•176301326 r 1'` \ I 1 'l—.20_6W2C7 _ _7�,, / M,/e��T.•yyT�I. 7T'Lh, j1 5 ElEv.B 71 CONTRACTOR STAONG AREA •1636DC F•t316019.79 P Cn') E•13'.68'2.E23 111 N•tELEN.9.00 535>•'04Rr MAPLEWOOD N-709.'63 -177u9Y CPk2ESTATES E.13,668 ! 6367a,nRc ELEV -/maocwc Til2227 49e W5 E-13168M.02 m E•13-6822-1I PN,1 \ �,�O II 17740713 arLNc_(t-••. E-131681SW 536D-11.flmww N-177567.910 �i CP 623 MAPLEWOOD PARKO O t I \ E.13t8606.701 i\� 635D3123R.0 1 I@Ip ELEV - 375.71 N-177787.6M I gLaO, I I E•'.316804.772 WETLANDS (TYP) ELEV s 3B967 / \ UNP4CORP0RATED 1 Cm OF RENTON / POND COUNTY \ / CrrY OF RENTON I .� 1 � / L6AITS I N-t78329,66 /\ zw \ KING COUNTY WETLAND AND STREAM BUFFERLMRS I / S / / I t I \ � � N • 17831! 46 I � \ E-13,7054"EASEMENT TO Crr� \ \ UTL" AND ACCESS OF RENTON I j A PLAN r�_ ezis�oo c too I Ap 30' WATER EASEMENT I WD.90 MAPLEWOOD PARK BOUNDARY I / I — 1 f 1 i Figure 2 SITE PLAN TECHNICAL INFORMATION REPORT TARGETED DRAINAGE REVIEW CITY OF RENTON W to W O z M N r W to lD LL F7NW - 14T 23N R05E NW 114 YIN I tsR ics — 2eo xw _ -1.� \ I General Project Site Maplewood Community Park Nasz� SE Ins— tats7 I'm • N35, twL__- >rn —;»� -- SE 138rh P! r ,r�� N,,— �t ! -..-- , 11,111, 'T _iT—�—__ "�"31 I - SE14 - i �_N161 5Q♦r { --- N11N-- NtY.'. u.A N•71 7 -_- � y�''�� '..;� ' J - N Discharge to �_`'yi4pt','- I Stewart Creek I - 'A 14 SEII3rdP! r IrQ J kl.\�� SE lI11G Pl- I _ l G7NW - 23T 23N R05E NW 1/4 A it Structures Conveyance Flow Control Facility Renton Renton Renton o Inlet Pipe 1= Pond o Type 1 Culvert En Tank 0 Type 2 Private R vault - vault - - Pipe Private ('P' Prefix) Pump Station Culvert PE: Pond Private ('P' Prefix) King County b Tank Inlet Pipe e, vault * Type 1 Culvert King County . Type 2 WSDOT Pond f: Vault -- Pipe Tank King County Culvert Miscellaneous ■ Inlet Other kl.I Renton Limits ■ Type 1 Channel PAA O Type 2 - - Ditch Quarter Section WSDOT Flow Park/Open Space - Type 1 Flow Control 1Ott Contour a, Type 2 Infiltration « Bioswale City Of , Surface Water Utility Asset Inventory May 2009 0 150 300 600 Feet 14T 23N R05E SW 1/4 5314 F7SW << �litis.r.�r i ■ Disclaimer: This inventory information is schematic only. It was compiled from numerous sources. It is the best information available at this time and should be used for general guidance only. The City of Renton is not responsible for errors or omissions. When this information is used for planning, design, and/or construction purposes, users are to field verify this information. Figure 3 SITE DRAINAGE CHARACTERISTICS TECHNICAL INFORMATION REPORT TARGETED DRAINAGE REVIEW CITY OF RENTON Other project design elements include site clearing and grubbing, wetland buffer and stream mitigation planting, temporary bypass pumping, and decommissioning and demolition of the existing East Renton Lift Station facility. A significant portion of the construction is located within the Park, while the remaining is located within an existing utilities site and a residential street (148th Place SE). A majority of the construction is located within a wetland buffer or stream and will be limited to the dry season only. 2.0 CONDITIONS AND REQUIREMENTS SUMMARY The following include a list of required plans, permits, and approvals concurrently submitted to King County and other agencies for the Project. • Stream and Buffer Restoration Plan (King County) • Clearing and Grading Permit (King County) • Section 404 Permit (United States Army Corps of Engineers) • Hydraulic Project Approval (Washington Department of Fish and Wildlife) • SEPA Checklist (City of Renton) 3.0 OFFSITE ANALYSIS N/A — limited scope TIR per Table 2.3.2.A of SWDM. 4.0 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN N/A — limited scope TIR per Table 2.3.2.A of SWDM. 5.0 CONVEYANCE SYSTEM ANALYSIS AND DESIGN N/A — limited scope TIR per Table 2.3.2.A of SWDM. 6.0 SPECIAL REPORTS AND STUDIES The following reports have been developed by qualified engineering consulting firms for the Project and are available for review upon request. Final Geotechnical Evaluation Report (HWA GeoSciences, Inc., February 2, 2011) East Renton Lift Station Elimination Wetland, Stream, and Wildlife Study (ESA Adolfson, Revised June 2011) August 29, 2011 - DRAFT 5 pwJ/Camllo/DocumentslClienNNAlRenton18235C10/Deliverab1es/rDR Rptdocx 7.0 OTHER PERMITS N/A — limited scope TIR per Table 2.3.2.A of SWDM. 8.0 CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (CSWPPP) ANALYSIS AND DESIGN The preliminary construction drawings for the Project are included in Appendix B of this TIR and referenced herein. 8.1 Erosion and Sediment Control Plan The erosion and sediment control (ESC) plan is included on Drawing No. C-02. Erosion control measures include silt fencing along the limits of construction through the Park and filter fabric protection for existing catch basins. Stabilized construction entrances will be located at two site access locations. Construction dewatering will require standard methods of sedimentation extraction prior to discharge into the on -site sanitary sewer system. Dust from construction operations will be controlled by watering with water trucks. All ESC work for the Project will be performed in strict accordance with all Federal, State, and local laws and regulations governing waters of the State, as well as permits acquired for the Project. 8.1.1 Wetland Buffer and Stream Restoration and Stabilization As presented in the drawings, the sewer pipeline will be installed beneath the Creek by open cut trenching methods. Following installation of the pipeline in the stream and removal of the temporary stream crossing, the stream bank slope will be protected with coir blankets and planted with live stakes. The backfilled trench in the stream will include controlled low strength material (CLSM) encasement to one foot above the pipeline. Compacted backfill topped with rounded cobble and sand mix for the streambed will occupy the rest of the trench. The trench will be plugged on both ends of the Creek with a concrete cut-off wall to prevent lateral stream migration down the pipeline trench. Stream bank restoration includes the planting of trees and shrubs in the upland area adjacent to the Creek. The majority of the sewer pipeline is located within the King County wetland buffer. Wetland buffer mitigation includes planting trees, shrubs, and hydroseed along the 30-foot wide construction corridor through the Park. 8.2 Stormwater Pollution Prevention and Spill (SWPPS) Plan Design The following construction equipment is anticipated to be used on the project: backhoe, trackhoe, bulldozer, dump truck, concrete truck, and 5 to 10 HP bypass pumps. Staging for construction equipment and materials is proposed on the existing gravel access road north of the Park, at least 50 feet away from streams and wetlands. Construction equipment and workers will access the work area from this gravel road and from 148th Place SE at the. south end of the Park. August 29, 2011 - DRAFT 6 pwl/Camilo/Documents/Client/WA/Renton/8235C101Deliverables/TDR Rpt.docx As with any construction project, there is potential for water quality contamination due to accidental spills of hydraulic fluid or other materials. In combination with the previously mentioned erosion control measures, the Contractor will utilize the following construction best management practices (BMPs) to avoid and minimize these temporary impacts: • Prepare a SWPPS Plan for construction activities, including BMPs in accordance with the latest edition of Ecology's Stormwater Management Manual for Western Washington. The SWPPS Plan will include elements for drainageway protection and sediment retention. • Comply with the water resource protection requirements of the Stormwater Construction permit from Ecology. • Maintain construction equipment in good working order, free of leaks of fuel, hydraulic fluids, or other chemicals. • Keep fueling and equipment maintenance areas at least 100 feet away from streams and wetlands. • In the unlikely event that a construction accident or spill releases contaminants into waterways or the surrounding environment, BMPs (such as oil booms and adsorbent pillows) would be employed and utilized to contain and minimize the spill. • Route all water from trench dewatering to the existing sanitary sewer system. 9.0 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT N/A — limited scope TIR per Table 2.3.2.A of SWDM. 10.0 OPERATIONS AND MAINTENANCE MANUAL N/A — limited scope TIR per Table 2.3.2.A of SWDM. August 29, 2011 - DRAFT 7 pw11Carolb/DocumentsJClienUWAlRentoN8235C10/Deliverables/TDR_Rpt.doa APPENDIX A REFERENCE 8-A TECHNICAL INFORMATION REPORT (TIR) WORKSHEET KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL KING COUNTY, WASHINGTON SURFACE WATER DESIGN MANUAL REFERENCE 8-A TECHNICAL INFORMATION REPORT (TIR) WORKSHEET - ---------- 2009 Surface Water Design Manual 1/9/2009 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER AND PROJECT ENGINEER Project Owner L/Ty OF /K67,VTO/I- �)A✓eCNJ.,sST 51 Phone ya 5 - Y30 - 7a/,;� Address I&W rVA/ C i7"Y H41,1- - 5 ry clao< (05 5 5 au rH GnA-,)y 6VII Yam; 04 9805 7 Project Engineer 321PqA/ GASEY Company GR204�p CA/GiNFE25 Phone -C' 3 - a a 7 ^ 19S.6 Part 3 TYPE OF PERMIT APPLICATION ❑ Landuse Services Subdivison / Short Subd. / UPD ❑ Building Services M/F / Commerical / SFR ® Clearing and Grading ❑ Right -of -Way Use ❑ Other Part 2 PROJECT LOCATION AND DESCRIPTION Project Name Keurcnl LIFT, s r1120 ✓ ��l►rliNgr�yt, DDES Permit # Location Township a 3 ti' Range 5 ,c-- Section y g / 5 Site Address 5t ZNo CT,, A4,0zFwOOO P,42 ,1 , 1 q8 r-H Pi S E. P, c N rOn l IAJA YRDS' Part 4 OTHER REVIEWS AND PERMITS ❑ DFW HPA ❑ Shoreline ❑ COE 404 Management ❑ ❑ ❑ DOE Dam Safety FEMA Floodplain COE Wetlands ❑ Structural Rockery/Vault/ ❑ ESA Section 7 ❑ Other Part 5 PLAN AND REPORT INFORMATION Technical Information Report Site Improvement Plan (Engr. Plans) Type of Drainage Review Full / ar ete / Type (circle one): Full / Modify / (circle): Large Site Small Site Date (include revision Date (include revision dates): dates): Date of Final: Date of Final: Part 6 ADJUSTMENT APPROVALS Type (circle one): Standard / Complex / Preapplication / Experimental / Blanket Description: (include conditions in TIR Section 2) Date of Approval: 2009 Surface Water Design Manual Ii9/2009 KING COUNTY, WASIIINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 7 MONITORING REQUIREMENTS Monitoring Required: Yes / No Start Date: Completion Date: Describe: Part8 SITE COMMUNITY AND DRAINAGE BASIN Community Plan: Special District Overlays: _ Drainage Basin: Stormwater Requirements: Part 9 ONSITE AND ADJACENT SENSITIVE AREAS ® River/Stream STEW,#,9 T C P-CFX, TY?c' A/ ❑ Steep Slope ❑ Lake ❑ Erosion Hazard i Wetlands G R rEG D2 Y ❑ Landslide Hazard ❑ Closed Depression ❑ Coal Mine Hazard ❑ Floodplain ❑ Seismic Hazard ❑ Other ❑ Habitat Protection Part 10 SOILS Soil Type Slopes 6 M , SrYI A/A ® High Groundwater Table (within 5 feet) ❑ Sole Source Aquifer ❑ Other ❑ Seeps/Springs ❑ Additional Sheets Attached Erosion Potential 2009 Surface Water Design Manual 1/9/2009 2 KING COUNTY, WASHINGTON. SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET >Part:11.DRA.N LIMITAT IODESI WAGE REFERENCE ❑ Core 2 — Offsite Analysis Sensitive/Critical Areas ❑ SEPA ❑ Other ❑ Additional Sheets Attached LIMITATION / SITE CONSTRAINT 14/97"GA-ND S 5T/LF4w1 OotFf—L 25' Part12 TIR SUMMARY SHEET(provide one TIR Summary Sheet per Threshold Discharge Area Threshold Discharge Area: name or description) Core Requirements (all 8 apply) Discharge at Natural Location Number of Natural Discharge Locations: Offsite Analysis Level: 1 / 2 / 3 dated: Flow Control Level: 1 / 2 / 3 or Exemption Number Incl. facility summary sheet Small Site BMPs Conveyance System Spill containment located at: Erosion and Sediment Control ESC Site Supervisor: Contact Phone: . After Hours Phone: Maintenance and Operation Responsibility: Private / Public If Private, Maintenance Log Required: Yes / No Financial Guarantees and Provided: Yes / No Liability Water Quality Type: Basic / Sens. Lake / Enhanced Basicm / Bog (include facility summary sheet) or Exemption No. Landscape Management Plan: Yes / No Special Requirements as applicable Area Specific Drainage Type: CDA / SDO / MDP / BP / LMP / Shared Fac. / None Requirements Name: Floodplain/Floodway Delineation Type: Major / Minor / Exemption / None 100-year Base Flood Elevation (or range): Datum: Flood Protection Facilities Describe: Source Control Describe landuse: (comm./industrial landuse) Describe any structural controls: 2009 Surface Water Design Manual 3 1/9/2009 KING COUNTY. WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Oil Control High -use Site: Yes / No Treatment BMP: Maintenance Agreement: Yes / No with whom? Other Drainage Structures Describe: Part 13 EROSION AND SEDIMENT CONTROL REQUIREMENTS MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION AFTER CONSTRUCTION ® Clearing Limits ® Stabilize Exposed Surfaces Cover Measures ® Remove and Restore Temporary ESC Facilities ® Perimeter Protection ® Clean and Remove All Silt and Debris, Ensure ® Traffic Area Stabilization Operation of Permanent Facilities ® Sediment Retention ❑ Flag Limits of SAO and open space ® Surface Water Collection preservation areas❑Other ® Dewatering Control ® Dust Control ❑ Flow Control Part 14 STORMWATER FACILITY DESCRIPTIONS Note: Include Facdity Su mary and Sketch Flow Control Type/Description Water Quality Type/Description ❑ Detention ❑ Infiltration ❑ Regional Facility ❑ Shared Facility ❑ Flow Control BMPs ❑ Other ❑ Biofiltration ❑ Wetpool 12 Media Filtration ❑ Oil Control ❑ Spill Control ❑ Flow Control BMPs ❑ Other 6/ iC/t -94SIAIS 2009 Surface Water Design Manual 1 9/2009 4 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 15 EASEMENTSITRACTS Part.16 STRUCTURAL ANALYSIS ❑ Drainage Easement ❑ Cast in Place Vault ❑ Covenant ❑ Retaining Wall ❑ Native Growth Protection Covenant ❑ Rockery > 4' High ❑ Tract ❑ Structural on Steep Slope ❑ Other ❑ Other Part 17 SIGNATURE OF PROFESSIONAL ENGINEER I, or a civil engineer under my supervision, have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attached Technical Information Report. To the best of my knowledge the information provided here is accurate. Signed/Date 2009 Surface Water Design Manual 1/9/2009 APPENDIX B PRELIMINARY EAST RENTON LIFT STATION ELIMINATION DRAWINGS kil LAKE WASHINGTON d.• i - r.N yqu.r ee �.•+. •� - Erg A�irm x t�� t f Ncvron i tt�y.us I PROJECT SITE ! �j tti>.vm � tf5 wI ©Gn�trs w.oetl . � • ,. K� tr t r<•-ti.r o.�. I mom. REFERENCE: 2010 GOOGLE MAP VICINITY MAP NO SCALE HORTn REFERENCE: 2007 GOGGLE EARTH LOCATION MAP NO SCALE BURIED UttTES N AREA PLEASE CALL BEFORE YOU DIG 1.B00.424AM CITY OF RENTON EAST RENTON LIFT STATION ELIMINATION AGENCY PERMIT SUBMITTAL PRELIMINARY - 60% DESIGN LEVEL PROJECT NO. WWP-27-3549 CITY OF RENTON 1055 SOUTH GRADY WAY RENTON, WA 98057 The undersigned has approved this document for and on behalf of Carollo Engineers Washington P.C. Vice President JULY 2011 CONTACT PERSONNEL DAVE CHRISTENSEN WASTEWATER UTILITY SUPERVISOR (425) 430-7212 DRAWING LIST SHEET NO. DRAWING NO. DESCRIPTION 1 G-01 COVER SHEET 2 G-02 GENERAL NOTES, ABBREVIATIONS AND LEGENDS 3 C-01 EXISTING SITE AND CONSTRAINTS 4 C-02 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN 5 C-03 DEMOLITION PLAN 6 C-04 SITE AND PIPING PLAN 7 C-05 PIPING PLAN AND PROFILE - STAW 0+00 - STA 5.00 B C-06 PIPING PLAN AND PROFILE - STA 50 • STA 10-31 B C-07 MISCELLANEOUS DETAILS • I 10 C-06 MISCELLANEOUS DETAILS • II 1 t L-01 BUFFER ENHANCEMENT d STREAM RESTORATION PLANTING PLAN d DETAILS 12 L-02 STREAMBAM( PUNT SCHEDULE d LANDSCAPE DETAILS AGENCY PERMIT SUBMITTAL ERAL 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 2. UNLESS DETAILED, SPECIFIED, OR OTHERWISE INDICATED ON THE DRAWINGS, CONSTRUCTION SHALL BE AS INDICATED N THE APPLICABLE TYPICAL DETAILS AND GENERAL NOTES. TYPICAL DETAILS SHALL APPLY EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON DRAWINGS. 3. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. ABBREVIATIONS BUILDING MATERIALS VIEW IN SECTION MATERIAL EXISTING REMOVE NEW CONCRETE 1 t ' " _ - _ _ SOL AB ANCHOR BOLT O.C. ONCENTER VIEW IN PLAN (NEW SHOWN - EXISTING SCREENED) ABC AGGREGATE BASE COURSE OD OUTSIDE DIAMETER AC ASPHALTIC CONCRETE GRATING PAVEMENT AFF ABOVE FINISHED FLOOR PL PROPERTY LINE, PLACE AHR ANCHOR PNL PANEL ALM ALARM POC POINT OF CURVATURE AL ALUMINUM PSI POUND PER SQUARE INCH OTHER APPROX APPROXIMATE PVC POLYVINYL CHLORIDE VIEW IN PLAN ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS PVMT PAVEMENT AUTO AUTOMATIC AVG AVERAGE R ORRAD RADIUS EXISTING @ AT RDCR REDUCER WETLAND REF REFERENCE BSP BLACK STEEL PIPE REINF REINFORCE (D) (ING) (ME" READ REQUIRED C civilRVVTR RECLAIMED WATER STREAM CA CONCRETEANCHOR CB CATCH EL S SEWAGE CHECK SURVEY LEGEND (EXISTING LINE WORK) CHNI CHANNEL SN SWING CHECK VALVE CRY CRY OF RENTON SD STORM DRAIN U CONSTRUCTION JOINT SDMH STORM DRAIN MANHOLE N WATER VALVE ® MONUMENT NOT TIED THIS SURVEY CLOR(j CENTERLINC SE SOUTHEAST -6- GRANT © FOUND CASED MONUMENT CLP CONTROL PANEL SIM SIMILAR A FIRE DEPT. CONNECTION CMP CORRUGATED METAL PIPE SPEC SPECIFICATION ® WATER METER J$( SET AIAG NAIL/ALUMINUM WASHER CND CONDOR SS SANITARY SOWER GRAVITY CO CLEANOUT SSFM SANITARY SEWER FORCE MAIN KJI POST INDICATOR VALVE STAMPED "PACE CONTROL' COMP COMPACTED SSMH SANITARY SEWER MANHOLE SQ ® MANHOLES(SSISO) CONC CONCRETE SST STAINLESS STEEL OO SET 5/8' IRON REBAR W/ RED ❑ CB PLASTIC CAP STAMPED -PACE CONTROL' CONN CONNECTION STD STATION -0- POWERATTLITY POLE UNLESS OTHERWISE STATED. CONSTR CONSTRUCTION STD STANDARD C- GUY ANCHOR CONT CONTINUE (OUS) OR CONTROL STL STEEL ® JUNCTION BOX ® SOIL TEST PR CP CONTROL POINT S/VV SIDEWALK CPEP CORRUGATED POLYETHYLENE PIPE SW SOUTHWEST POWER TRANSFORMER CPLG COUPLING CENTER LINES CTLCOTTONWOOD TDH TOTAL DYNAMIC HEAD P r T POWERRELEPFIONE VAULT TOC TOP OF CONCRETE M D DRAIN, DEPTH TP4 TEST PR NUMBER 0 POWERMETER CENTER LINES - dBA DECIBELS ADJUSTED TYP TYPICAL D TELEPHONE/N RISER PROPERTY LIVES DBH DIAMETER BREAST HEIGHT LG GAS VALVE RIGHT-OF-WAY LINES DDES DEPARTMENT OF DEVELOPMENT AND VOR VLV VALVE ® GAS METER EASEMENT LINES - - - - - ENVIRONMENTAL SERVICES VERT VERTICAL LOT LINES DEG DEGREE VLT VAULT STREET LIGHT DITCH LINE WATER LINE - x SPOT ELEVATION DIET DETAIL VOL VOLUME SANITARYSEWERLINE sz DIA OR DIAMETER _L SIGN DIM DIMENSION W WEST, WIDTH, WATER o MAILBOX STOW DRAIN LINE DIP DUCTILE IRON PIPE W/ WITH ROCKERY SUBDIVISION LINES DWG DRAWING WD WATER DISTRICT 1�A GASLINE c DWN DOWN W/Q WITHOUT CONIFEROUSTREE UNDERGROUND POWER LINES �s WSDOT WASHINGTON STATE UNDERGROUND TELEPHONE LINES uF E EAST DEPARTMENT OF TRANPORTATION UNDERGROUND POWER LINES/ uoM EA EACH 0 DECIDUOUS TREE TELEPHONE LINES ELOR ELEV ELEVATION % PERCENT UNDERGROUND CABLE TV LIMES ury ELEC ELECTRICAL) ICV IRRIGATION CONTROL VALVE OVERHEAD UTLRY LINES al EMBED EMBEDMENT CHAIN LINK FENCE o 0 ENGR ENGINEER WIRE FENCE EOP EDGE OF PAVEMENT WOOD DRIP LINEWIRE FENCE - EQL EQUAL EQPT EQUIPMENT EX OR EXIST EXISTING FIG FLANGE EROSION AND SEDIMENT CONTROL STANDARD NOTES: FRP FIBERGLASS REINFORCED PLASTIC 1. APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G_ SIZE AND FT OR' FOOT, FEET LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTLFRES, ETC.). GIS GEOGRAPHIC INFORMATION SYSTEMS 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANVESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. HDK HIGH DENSITY POLYETHYLENE HOA HOMEOWNER'S ASSOCIATION 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SMALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING. IF REQUIRED, PRIOR TO CONSTRUCTION HORZ OR HORIZONTAL (SWDM APPENDIX 0). DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE HORQ MAINTAINED BY THE APPLICANVESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. ID INSIDE DIAMETER OR INSIDE DIMENSION 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADOITONAL IE INVERT ELEVATION MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO NCR* INCH, INCHES ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. INV OR INVERT INVT S. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. KC OR LC. KING COUNTY 6. THE ESC FACILITIES SHOWN ON THIS RAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC L LENGTH, LANDSCAPE FACLRES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G. ADDITIONAL COVER LF LINEAR FEET MEASURES, ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION ETC.) AS DIRECTED BY KING COUNTY. MAX MAXIMUM 7. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS MDD MAXIMUM DRY DENSITY SWILL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES. MECH MECHANICAL MFRS MANUFACTURER'S 8. ANY AREAS OF EXPOSED SOLS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL 140T BE DISTURBED FOR TWO CONSECUTIVE DAYS DURING THE WET SEASON OR SEVEN MH MANHOLE, SANITARY DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WTTH THE APPROVED ESC METHODS (E.G. SEEDING, MULCHING, PLASTIC COVERING, ETC.} MIN MINIMUM MIX MISCELLANEOUS 9. ANY AREA NEEDING ESC MEASURES THAT DO NOT REQUIRE IMMEDIATE ATTENTION SWILL BE ADDRESSED WITHIN SEVEN (7) DAYS. MON MONUMENT 10. THE ESC FACLITES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH DURING THE DRY SEASON, BFMONTHLY DURING THE WET N NORTH SEASON, OR WITHIN TWENTY FOUR (24) HOURS FOLLOWING A STORM EVENT. HE NORTH EAST NOOR 0 NUMBER 11. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE .OM NOMINAL CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. NTS NOT TO SCALE NW NORTHWEST otM�q'1. cocarmilo a y p4461Q BURIED UTILRESNAREA PLEASE CALL BEFORE YOU OIG "°aOVAL 1AMA2455M NO. REVISION BY DATE LINE WORK NEW OR EXISTING STRUCTURES NEW OR EXISTING STRUCTURES HIDDEN - - - - - - - NEW PIPING (TRIPLE LINES) NEW PIPING HIDDEN (TRIPLE LINES) _ - - NEW PIPING (SINGLE LINE) NEW PIPING HIDDEN (SINGLE LINE) - - - - - - - EXISTING PIPING (TRIPLE LINES) - EXISTING PIPING HIDDEN (TRIPLE LINES) EXISTING PIPING (SINGLE LIE) EXISTING PIPING HIDDEN (SINGLE LINE) - - - - - - - NEW EQUIPMENT OR PIPING CENTERLINE - EXISTING EQUIPMENT OR PIPING CENTERLINE - - NEW EQUIPMENT NEW EQUIPMENT HIDDEN - - - - - - - EXISTING EQUIPMENT NEW FITTING EXISTING TO BE REMOVED /7 J J��%�� NEW PIPING CALL -OUT ( 3-PW EXISTNG PIPING CALL4YUT - PbV DRAWING CROSS REFERENCE DETAIL OR SECTION IDENTIFICATION 0.1 DETAIL OR SECTION TAKEN ON THE SAME SHEET DETAIL OR SECTION IS TAKEN ON THE DRAWING INDICATED AT TITLE TYPICAL DETAIL REFERENCE BUBBLE TYPICAL DETAIL NUMBER IDENTIFICATION DETAIL OR SECTION IDENTIFICATION ETAIL OR SECTION REFERENCE BUBBLE DETAIL OR SECTION IS TO BE FOUND ON THE SAME SHEET DETAIL OR SECTION IS TO BE FOUND ON THE DRAWING INDICATED TYPICAL DETAIL IS TO BE FOUND ON THE TYPICAL DETAIL DRAWINGS AT CROSS REFERENCE SANITARY SEWER NOTES: 1. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE CITY AND APPROVED BY KING COUNTY PRIOR TO BEGINNING ANY WORK WITHIN PUBLIO RIGHT OF WAY. 2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 3. A PRE -CONSTRUCTION CONFERENCE THAT INCLUDES THE CITY, KC ROADS, AND KC ODES SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION (PROVIDE MIN 7 DAY NOTICE). IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (NSPECTION WILL BE ACCCMPIISHED BY A REPRESENTATIVE OF THE CRY OF RENTON AND BY RESPECTIVE PERMIT HOLDERS.) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFLLING ALL CONSTRUCTION. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN PERMITS OTHER THAN THOSE INCLUDED WITHIN THE SPECIFICATIONS PRIOR TOANY CONSTRUCTION. 6. A COPY OF THESE APPROVED PLANS AND SPECIFICATIONS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION B IN PROGRESS. 7. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF KING COUNTY/CITY FOR THE PREVENTION OF ONSTTE EROSION AFTER THE COMPLETION OF CONSTRUCTION PER CONTRACT DOCUMENTS. 8. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM Y DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE N ALL DIRECTIONS TO MATCH PAVING. SURVEY NOTES: HORIZONTAL DATUM: HAD 83A1 BASED ON FOUND MONUMENTS WCCS 02832 (PACE CONTROL POINT 02) A CONCRETE MONUMENT AT THE EAST QUARTER CORNER OF SECTION 14 AND WCCS #2900 (PACE CONTROL POINT 017) A 4- CONCRETE MONUMENT IN A CASE AT THE INTERSECTION OF BE 142ND STREET AND 148TH RACE BE. VERTICAL DATUM: NAVD 88 BASED ON CITY OF RENTON BM'RENT212T BEING A FOUND ROUND CONCRETE MONUMENT IN A CASE AT THE INTERSECTION OF SE 1,42ND STREET AND 149TH PLACE SE, (ELEVATION 363,72 FEET} LEGAL DESCRIPTION: THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15. TOWNSHIP 23 NORTH, RANGE 5 EAST. W.M., N KING COUNTY, WASHINGTON: EXCEPT THE WEST 30 FEET THEREOF: AND THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, WUA., N KNG COUNTY WASHINGTON: EXCEPT THOSE PORTIONS OF SAID SECTIONS 14 AND 15 HERETOFORE CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 9401060822. EROSION AND SEDIMENT CONTROL STANDARD NOTES CONT: 12. ANY PERMANENT RETENTIONIDETENTION FACLITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SOT THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 13. COVER MEASURES WILL BE APPLIED N CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL.. 14. PRIOR TO THE BEGINNNG OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE DDES INSPECTOR. AGENCY PERMIT SUBMITTAL I I � I I I CP AL - I I 635D-105RC N • 177807336 I I E • 13166w-w ' ELEV •38131 I / I I / / ILIMITS OF<6? I I / CONSTRUCTION v1 I CP #9 J N 17740822 635D-109RIC ' E • 1316781.00 N • 1776133M / / E 11316607JM I N • 17742296 ELEV • 381.t7 E •1316764.21 N • 17745338 E • 1376765.16 / _. _.._.._.._.._.._.._..�.._.. 3�g BRIAR HILLS No.4 / CP#14-BRASS DISC W/ PUNCH / 635D-11.14MIC N • 177437.113 N • 17760291 / E • 1316801.107 E • 13167077.1 ELEV • 374.17 03) IDWN: - - YA R" � 20r PERMANENT \ EASEMENT (IYP) N • t 77929.79 \ E • 13t65962, / ° 10' C0�1STR(1C(TryIOpN1 EA$EMENTjJtl4_-. CP#12 2MNNW N • 177869529 !.1 / / I E • 7316685320 / et• ELEV •380.72 / / / N • 177717.768 E • 1316745522 - ELEV • 37822-�' - 14801 LSE I SITE ACCESS . , I U TPl {� E • 1316819.79 j m� � . I I N•177u9.14 I E • t 316844.8E N • 17742227 NNNN 1 E • 13168441T2 M•177407J13 I �Ar CP#11 T E • 131681097 1 635D-11.11MNNI N • 1 "587910 E • 1316805.701 I ELEV • 375,71 I � \ I \ I I \ I I I �\ I \ I \ I I A6 62'07L0• L• 39029' M PARKSIDE COURT GENERAL NOTES: n • t in 1n 1 A. EXISTING SURVEY CONDUCTED MAY 2009 IDENTIFIES E • 131649553 ! N • 1495 E • 731 6495J16 8 TREES 61NCHES DBH AND LARGER. NOT ALL TREES AND 31 CP #8 I SHRUBBERY ARE SHOWN. LIMITS OF WETLANDS AND 635D-109R/C „_„-„_„_ STREAMS ARE APPROXIMATE. N • 178111.131 _ E • 1316613-%9 / ¢— I B. ALL CONSTRUCTION ACTIVITIES SHALL BE CONTAINED ELEV • 390.08 / I �I I WITHIN THE LIMITS OF CONSTRUCTION AND AVOID DIRECT S IORMIVAIER WETLAND DISTURBANCE. CP#3 / mV, i 1 \ I UEI ENIIOV 635D-10.3R/C q+� N. 178219,84 I PON7 C. ALL DISTURBED AREAS SHALL BE RESTORED AT THE i N • 17803111m CP 97 pc E • 1316594BB i ` 1 CONCLUSION OF THE PROJECT PER CONTRACT E•1316612.612 / L V CP#2-BRASS DISC / 635D-10.7RC 7. DOCUMENTS. ELEV • 39053 / to I I 635D-,02MON N • 178210.OB6 I I N • 178279A81 E • 1316601979 .r. D. EAST RENTON LIFT STATION SMALL REMAIN IN SERVICE )00 PARK 1 ELEV • 39059 'gyp I \ E • 131660B.oe9 AT ALL TIMES THROUGH COMPLETION OF THE PROJECT. ELEV • 392.67 CONTRACTOR 70 MAINTAIN DRIVABLE ACCESS TO THE �� AIC Yiti l I.0 Tyr x • O (� I \ (DWN:13jEX STING FAST RENTON LIFT STAnON N SS TO ALL OFIITS FACILITIES FOR CITY PERSONNELATALL ETIMES. N • 17792997 � �/r / 1 sE'er 19 662H27 cl RT CREEK O%F O CP#20 Yyti. 635D-20R/C ' ':. stir / / N • 178162209 �T,r E • 13IT12EM I f ) ELEV 38990 1� 635D3122RIC 1 �1 -N) E • 131682 2221 (P N e �*" ( ELEV •383.78 ` T� ° E9 ° I� r CP#23 CP0 PARK 3123RC 7LSMAPLEWOO7 N • 177787X,%E • 13168D4.772 ELEV•389.6'7 (TYP) / UNINCORPORATED (FL / KINGCOUNTY ` / CITY OF RENTON J ' 4 / / LIMITS W Z / DIP / KING COUNTY WETLAND AND STREAM BUFFER LIMITS N•178314A6 E • 1317054A4 --- A PLAN(r FILE: 6235C00-C-100 MAPLEWOOD PARK BOUNDARY I I ��.:Y ♦ w nioACE ENGIN63t5. INC1- 1 A& B�/D 1AN � � e..NFG I BURIED UTILITIES NiFA 4T � DATl1M PLEASE GALL BEFORE YOU IXG ly4y .om IMCA245555 NO. REVISION BY DATE APPR 31Y WATER EASEMENT W.D. 90 1 E. LOCATION OF EXISTING UFLD SHOWN BASED ON l RECORD DRAWINGS AND FIELD LOCATES. ALL LL EXISTING _ m / ,t UTILITIES ARE SHOWN APPROXIMATE. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AFFECTED BY THIS PROJECT PRIOR TO BEGINNING WORK. - I � VALVE VAIAI �- KEY NOTES: TERRAIN EAST AND WEST OF SURVEY IS MAPLEWOOD ap l` t(3)(TYP) ,✓/ PARK AND IS HEAVILY FORESTED SIMILAR TO WHAT IS SHOWN ON EXISTING SURVEY. MAPLEWOOD PARK IS AN p ELEC T BUDO INACTIVE PARK. LMRS CONSTRUCTION TIN EDGE EXIST GRAVEL RWO, LESS OTHERWISE INDICATED. UN UN I O �- WL I EAST RENTON 1v=LL LIFT I FACILITY STATION 1 -BEM-RG=NC� I O O LIMITS OF CONSTRUCTION TO FENCE LINE, UNLESS OTHERWISE INDICATED. LIMITS OF CONSTRUCTION TO CURB, UNLESS OTHERWISE STORAGE WELL INDICATED. y .+1 I a N • 178321.E / E • 1316728.10 O CONTRACTOR STAGING AREA LIMITED TO EDGE OF I I / GRAVEL DRIVE AND OTHER LIMITS AS INDICATED. L yLIMITS OF CONSTRUCTION THRU MAPLEWOOD PARK TO I BE ESTABLISHED BY CITY. CONTRACTORTO CP #5 MAINTAIWPROTECT LIMITS DURING CONSTRUCTION. 635D-10SR/C N • 178301528 I E • 13167291M I 1 I '\ ELEV • 39521 5 CONTRACTOR l \ \ 1 STAGING AREA r / CP #4 6350-IOARIC MAPLEWOOD N•178309.163 ESTATES E • 1316646.654 ELEV • 401.80 I I 6' FENCE (I I 1 i io I , r1 i 1�1t7 l ll CRY OF RENTON �\ I N • 178329.69 / \ \ E • 1317042M / \ UTILITY AND ACCESS EASEMENT TO CRY y OF RENTON y AGENCY PERMIT SUBMITTAL +�® CITY OF EAST RENTON LIFT STATION �•JULY2011 iM RENTON ELIMINATION PI6AriliVOrmA9lPImOcWorks OWL EXISTING SITE AND CONSTRAINTS C-01 i I i i I I I I I I I ! I I ! I 1 ' SILT FENCE INN PROTECT CATCH i CONSTRUCTION NTRANCE#2 C-08 COBIBASINS i I � I \ I \ I I \ I \ I \ I I NI ��---I CON/ ---- I ;I,__ 0- o n 0 * 1' g� O 2 K� MAPLEWOOD?ARK BOUNDARY I I r ESA Nil 'etc 5309 ShIshde Ave. N1W of r+A� t^ Seattle. WA 98107 P: (2061789-96P� F: 206 789.96848d 9 a BUMEDUTLITIESNAWA •D A PLEASE CALL BEFORE YOU DOG 1MOA245555 NO. T / i STREAMDEWATERING �dG� PLAN vT rrfd I / Ji t i N� .V =1TK189.76 �(0) /I RT CREEK ti 0 o v I I I� T I�JQ e N A, AAPLEWDOO PARK I O / UNIVCOR�ORATED / KIVC COJVf" / CIT, OF RE4 10V J LIMIIS 12- W / KING COUVT' 11'LANJ AND STREAM BJf-F_R LIMAS .N-178314AG f / _ 131705444 REVISION APLASCALE: 1N FILE: 8235CDD-C-1D0 BY 1 DATE I APPR °ice r.s9 � DATUM 30' WATER EASEMENT W.D. 90 m I Io GENERAL NOTES: PARKSIDE A. EXISTING SURVEY CONDUCTED MAY 2009 IDENTIFIES COURT TREES 6 INCHES DBH AND LARGER. NOT ALL TREES AND SHRUBBERY ARE SHOWN. LIMITS OF WETLANDS AND N = 179349S8 STREAMS ARE APPROXIMATE. 282.3G _ 131MI5.1% 95.53 8. ALL CONSTRUCTION ACTIVITIES SHALL BE CONTAINED ----7'-"-"-"-"- WITHIN THE LIMITS OF CONSTRUCTION AND AVOID DIRECT WETLAND DISTURBANCE. I SIORAIWAIER C. ALL DISTURBED AREAS SHALL BE RESTORED AT THE \ I DEI EN I IOV CONCLUSION OF THE PROJECT PER CONTRACT aOVD DOCUMENTS. \I D. EAST RENTON LIFT STATION SHALL REMAIN IN SERVICE I \ AT. ALL TIMES THROUGH COMPLETION OF THE PROJECT. I CONTRACTOR TO MAINTAIN DRIVABLE ACCESS TO THE I \ EXISTING EAST RENTON LIFT STATION AND ACCESS TO ALL OF ITS FACILITIES FOR CITY PERSONNEL AT ALL TIMES. \ E. LOCATION OF EXISTING UTLITIES SHOWN IS BASED ON \ RECORD DRAWINGS AND FIELD LOCATES. ALL EXISTING r_•—�� _ UTILITIES ARE SHOWN APPROXIMATE. CONTRACTOR - , ` SHALL VERIFY THE LOCATION OF ALL EXISTING UTLITIES I m AFFECTED BY THIS PROJ ECT PRIOR TO BEGINNING WORK. F. FOR EROSION AND SEDIMENT CONTROL STANDARD NOTES, 39 SEE DWG G-02. - PROTECT 1 TINS 3 CH BAS e - , � 1 Oj KEY NOTES: ALL IN -STREAM WORK WILL OCCUR DURING THE DRY MONTHS AND UNDER THE SUPERVISION OF f, a�ELEC TDLDG ^ V I OUALIFIEDBIOLOGIST. CONTRACTOR SHALL DEWATER STREAM CHANNEL AND DIVERT STREAM \/ FLOWS AROUND WORK AREA PRIOR TO ANY I IN -CHANNEL WORK. A COFFERDAM CONSTRUCTED Q� EAST RENTON '` WE 1 OF SAND BAGS OR SIMILAR MATERIAL SHALL BE �� WELL LIFT STATION / INSTALLED UPSTREAM AND DOWNSTREAM OF THE FACILITY WORK AREA. STREAM FLOW SHALL BE PUMPED EMF RGENCY / AROUND THE WORK AREA AND DISCHARGED S70RAG: LVELL DOWNSTREAM OF THE COFFERDAM. ANY SEEPAGE N = 178321.61 / INTO THE WORK AREA SHALL BE PUMPED AND 178321..1 DISCHARGED INTO THE DEWATERING DISCHARGE -4 LOCATION. REMOVE COFFERDAMS. PUMPS AND PIPING AT COMPLETION OF WORK / O SEE DWG C-05 FOR TEMPORARY STREAM CROSSING / DETAILS. I / O CONTRACTOR 70 LEAVE SILT FENCE AND OTHER / CONTRAC IOR EROSION CONTROL MEASURES IN MAPLEWOOD PARK S I AGING AREA IN PLACE AT COMPLETION OF CONSTRUCTION. / EROSION CONTROL MEASURES TO BE MAINTAINED AND REMOVED BY OTHERS. / SILT FENCE e C-09 MAPLEWOOD ESTATES G' IENCE (I'YP1 I I I 1' I 1 — cvY OF RENION I i \ - 13170a2.35 / I / \ I 7 _-- - I CONSTRUCTION ENTRMNCE qi I \ e ---r� %\ "�/- \ UI ILIIYAND ACC- S 4 EASEME-4TTO OTIY I I / I I I — 0 I I / ! AGENCY PERMIT SUBMITTAL AM CITY OF EAST RENTON LIFT STATION--JULY2011 RENTON ELIMINATION Plenr*V6u1d11gIPuh1ic Waks DePL TEMPORARY EROSION AND SEDIMENT 6-02 CONTROL PLAN CPn 6350-10L7R/C N-17a2lao88 E-13,8801.979 8'9ECIJ .p _ o1DYm Jd'CTtla�„'^T Y ` F ` 1• _ "p' l \ KING COUNTY WETLAND - I 7 AND STREAM BUFFER LIMITS05DCPS CONS I RUCTION "-1 _I78036M1 EAS` Eh1ENl fT"'') 8' 11 I [LEV-339a837 1 I LIMITS OF gy� ( �,�y CONSTRUCTION (TYPI : < C113 ' 1 14 b 6 i5 I /. B31316518R m �p 2. LZ 01 7-4 GAS MARKER -;7- — --- — — — — — — — — (T1 20, PER',"NEN EA .MENT (fYP "__i.� Qj cp Xl- 1 V. \ *14 / I I KING COJNTY WETLAND / I; AND STREAM BUFF ER d QQ LIMITS BRIAR BILLS gyp. F. 5DMH RM-374.12 60P(IE'}S7Q92 F. IYCMP(2 CP/,4-PASS DSC W/Nw01 E 2 1'pN(W)W)-.MU380.82 „L 835D-,1.1am IE E JD•OP(5}J66B1/ - E-1316801.,07 `\` I AS / --�'� ` LIMITS OF CONSTRUCTION M-P) GAS \ tmx eALX 1 \ j t _p 2•FfA P p--`�-_�_�_ - ROILED Dl� L •I � / 9 ® - I 4 8' SS 14801 P� o--- J ® -6 E-373Vc13 �7-�7•� �-7-�-� CB RM-375. 60 IM E 7 6.OP(SW)-J71.r EXIST MH 5314 090 RIM EL - 374M INN IN-365.03 (N,E,W) I NV OUT-36593 (S) Coe WAIX - 83M.1775V.M0 \ E-131IMM70i ELFw3n71 EXIST MH 5314 086 RIM EL-37595 IE OUT-367.60(S) A PLAN SCALE: 1201 FILE: 8235CDDL-1DD no m y / E-=7 Yl CPEP 70CP12 I 635 6TSD-la N-171072, E-,316606 3ts BEV-.2.6 D T` >-TP_t { CB RM-395.3/ I V E 30•fPED(Il,S�ff-.79 � II `^J I II 11 I 11- o`!' 0 GENERAL NOTES: S I ORMWA TER A. EXISTING SURVEY CONDUCTED MAY 20091DENTPIES TREES DET EN 11014 6 INCHES DBH AND LARGER. CONTRACTOR TO REMOVE ALL POND TREES AND SHRUBBERY WITHIN LIMITS OF CONSTRUCTION. WHERE TREES AND SHRUBBERY EXTEND OUTSIDE OF LIMITS OF CONSTRUCTION REMOVE AS REQUIRED. BACKFLL WITH NATIVE MATERIAL. PROTECT AND RESTORE VEGETATION DISC , 2' SS I PER SECTION 1-07.16(2) UNLESS OTHERWISE INDICATED. 1 y B. EAST RENTON LIFT STATION FACILITY SHALL BE FENCED TO 6 EXIST 60fa MH 5314 079 PREVENT ENTRY AT ALL TIMES DURING CONSTRUCTION. RIM EL - 39592 INV IN - 384.17(M C. EAST RENTON LIFT STATION SHALL REMAIN IN SERVICE AT INV OUT-37032(E) ALL TIMES THROUGH COMPLETION OF THE PROJECT. b — o r o -# o — CONTRACTOR TO MAINTAIN DRIVABLE ACCESS TO THE EXISTING EAST RENTON LIFT STATION AND ACCESS TO ALL OF ITS FACILITIES FOR CITY PERSONNEL AT ALL TIMES. D. RELOCATEALL SIGNS AFFECTED BY CONSTRUCTION. RE -INSTALL AT COMPLETION OF CONSTRUCTION. 2 W DIP - KEY NOTES: OTEMPORARILY REMOVE ROCKS TO FACILITATE ACCESS. REPLACE AT COMPLETION OF CONSTRUCTION. CC 9 WV .�; J •1 E-391 / 20 TEMPORARILY RELOCATE FENCE TO FACILITATE/ _ INSTALLATION OF SEWER AND OTHER CONSTRUCTION k-PACTNTTL'S. REPLACE ATCOMPLETIONOF CONSTRUCTION. r 5 ,2'SS REMOVE AND REPLACE WITH NEW SS MH. SEE CIVIL DWGS VALVE FOR DETAILS. O REMOVE IFSS AND INSTALL NEW SS. SEE CIVILOWCS FOR VAULT DETAILS. CLL-CI 1 (5) ABANDON 12' SS. SEE CIVIL DWGS FOR DETAILS. �BLDG \ 6 SEE DWG C-05 FOR MH MODIFICATIONS. REMOVE INSIDE DROP CONNECTIONS PRIOR TO MH MODIFICATIONS. /-PumpI REMOVE AND REPLACE MONUMENT PER CITY STD PLAN + HR-D4, SIM. EXTEND CONC RING TO GRADE, NO AC. ¢� MAPLEWOOD MONUMENT SHALL BE LOCATED AND RE-ESTABLISHED BY ESTATES ALE:ENSED SURVEYOR. 'ti rl O AC PAVEMENT RESTORATION LIMITS. SAW CUT MIN 1'-0' 0 WELL BEYOND EDGE OF TRENCH. 9 EAST RENTON O DECOMMISSION AND DEMO EXIST LIFT STATION PER / LIFT STATION SUBSECTION 10.0, 738 AFTER SUBSTANTIAL COMPLETION FACILITY OF SEWER PIPELINE. / EMERGENCY 10 REMOVE WOOD FENCE, METAL GATE AND WOOD POSTS TO STORAGE bY_LL FACILITATE EOPT ACCESS. SEE CIVIL DWGS FOR •6 EXIST 60'0 MH 5314080 REPLACEMENT. RIM EL-39491 INV IN-369.71(W) 11 SEE OWG C-04 FOR GRADE SCARIFICATION AND STRAW INV IN - 38456(E) REQUIREMENTS. INV 0Uir.'i69.7;11N) �1 \� _ _{l�- ,.O \ DWT TRALfn i Aw, Z ITT / MAPLE CLUSIER I` LMTTSOFCONSTRUCTIDN(TYP)cmm 1 CPp2 10COAST RJCTION / ' LSD-,1.,2MR/W EASEM1IEN7'(1`•-) /\ / M-177889.529 E EELEV-3M72 2P (lY?) opono 6351N10.4t/C � 46•CED / n l 1 91NGAS BIRD F / 1 AGENCY PERMIT SUBMITTAL BURIED u7artlEs HA REA PLEASE CALL BEFCWiE YOU DIG 1 dI10A213555 I I PARKSIDE A 1 COURT GENERAL NOTES: C-07 I A. EXISTING SURVEY CONDUCTED MAY 2009 IDENTIFIES Z N c 178349.58 N ` 178282.36 TREES 61NCHES DBH AND LARGER. NOT ALL TREES AND E c 131649626 E`=31W95'S3 I — — — — SHRUBBERY ARE SHOWN. LIMITS OF WETLANDS AND r STREAMS ARE APPROXIMATE. B. ALL CONSTRUCTION ACTMTIES SHALL BE CONTAINED T I WITHIN THE LIMITS OF CONSTRUCTION AND AVOID MAPIEWOOD PARK / / SEE*SHEET C-05 1 I \ I STORMWATER I I I ____------------�---- Imo— • DIRECT WETLAND DISTURBANCE. DETENTION I I I I i I / I POND C. ALL DISTURBED AREAS SHALL BE RESTORED AT THE / \ 20 PERMANENT / N = 178279.89 I I CONCLUSION OF THE PROJECT PER CONTRACT / \ I I I N c 177929..2 \ \ I EASEMENT (TYP) / / / I E = 1316594.08 \ \ .I I DOCUMENTS. /� E e 131659621 / SEE SHEET,;C-06 — $ I D. AT ALL TIMES THROUGH ROULIFT STATIONHMPLETI REMAINCOMPLETION ESERVICE Q) 3 C.08 I I I I PROJECT TIMESCONTRAOCTOR O MAINTAIN DRIVABLE ACCESS I _ _ r G ,��,C 1` i�C T iC 1 2 \ TO THE EXISTING EAST RENTON LIFT STATION AND CONSTRUCTID� �' 8�'(I yC �w� \1/j,•,yL�j_I ACCESS TO ALL OF ITS FACILITIES FOR CITY PERSONNEL . _.�------- 'clil AT ALL TIMES / 6� `/ / �o`• • —" _�- _ _ - E. LOCATION OF EXISTING UTILITIES SHOWN IS BASED ON q+ • 4i 3+50 0�-"3+00 _---""� 2+50 2+00 ,f,� 9Z�! 1+50 1+iX1 - - - RECORD DRAWINGS AND FIELD LOCATES. ALL EXISTING �R� `� --=99 _ �+� �`1�-}�- t� 1Y - 5 UTILITIES ARE SHOWN APPROXIMATE. CONTRACTOR 10,.CONSTRUC710N / / \ I�1— �— — '—!___-- SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES ol / I _ `5.501 w U 1 �` - 9 • ' q _ AFFECTED BY THIS PROJECT PRIOR TO BEGINNING 380_ EASEMENT (TYP) / / i \ W( I i L•4 , -f _ _ J __/ o --I- I -- / ��yµ ♦ 6 Op / N > '; I / '� 1% Gt7' �y WORK. /--� I T 1 :,`i• :�. VALVE I--- ✓p ' �1^,'- I YZ t7� "4 ( F. INSTALL BURIED PIPE IN ACCORDANCE WITH CITY <,I::r: I ,�c r: *% ?:,i pts ,3b6624D0. 'I VAULT I I STANDARD PLAN 405. BACKFILL PIPELINE BETWEEN STA 131662621 CI ,,L,:i'c:;;?;;.�ur:y": iisx / / 1 - x= �' '`=".FS ELECT 0+75 AND STA 3+50 AND STA 8+60 AND STA 1W30WRH .96 '-s:�' GRAVEL BORROW PER SECTION 9-03.14 1 . BACKFILL ALL E c 131676421 / - .��', \I BLDG OTHER PIPELINE WITH NATIVE MATERIAL WHERE � O E EL E IVE TE JAL zY n l I.., N� 17745338 - .. _ .. _. / 8 I / / / <` ! W / ' / #�*�** e.:x�+•;-T��S!..[��:;a �;` �"i;???.•:it+�' p;' ; SUITABLE, REMOVE ROCKS AND OTHER DEBRIS 4 INCHES 1 E - 1316765.16 - _ - 37 ,C{3/ f_- - - N �j / 1 ,r' ,r `a' " "• O I I AND LARGER. OTHERWISE, BACKFILL WITH GRAVEL ) ('' \ ` 2; ?: � S ' nT:;'` ' ;' a, I r ~ - ,—-"�'- _ I BORROW. COMPACT TO 92% MOD BETWEEN STA 1+00 I SEE SHEET C- / / ,$4 -� - \ J�, 1 °+ ;'•'''t�P`•`'','" 1 I o EAST RENTON AND STA 8+58, AND 95% MOD PER ASTM D1557 FOR ALL — — — — — _ OTHER PIPELINE. 1� '� �-.'(I/ / - /"' 8:�„ I I I .�C "19 LIFT STATION I I / / - - / i / / I T v, \ \ \ }e,?<`i- .. _ ' � y,:' n I ,� W E7 / FACILITY Q''' ® \ a`k=,. 1 _ f WELL G. PIPELINE EXCAVATIONS SHALL BE CLOSED UP OR ��_/��z;c;?::�s;:,"v'' 1A, <? ,I,, 1 1:dal':'_ N.17 .76 �r• I BRIAR HILLS � / - / ' � '��'f` 9 m � P a t ir.'st �� I -EMERGENCY PROTECTED PER SECTION 1-07.23(1) AT THE END OF i>'.vs: w N • 1 167 7.7D / / / - E 3 2 / L _ ,:fay=� :,,.�;" ! / �;+:�� ;:c;x e' m ^� rl o s� ` STORAGE \YELL EACH WORK DAY. I /I ./y a -L I '�K. 1 1 'tier., M N.17 1.61 N c 1 832 T7 291 9 "V\j :iic� ::r�:+�3;" / Nc1774oe22 E-1316777.,8 / / sr _ — � —L'� '}?�:'0'.' E=131672&10 I KEY NOTES: E 316781 AO / ( Y .'Y �''' •T` 9 � � :�, i:p:S� SEE PLAN FOR BYPASS PUMPING DETAILS. 'STEWART C�EIC/ 6 � �•'!�` J `, ,<:"�. x1 -0 ' PROVIDE TEMPORARY CRAM LINK GATES WITH DO NOT ' '') \ yx�_,•x.,r.,.x_ :".y;; _� ...} ; . �':�" / / I ENTER, CONSTRUCTION SIGNS A7 ALL SITE ACCESS 4-•--�—._=. ��/ ;:::r,�,..:qv ;,, �� / � L LOCATIONS. LOCK GATES AT THE END OF EACH WORK I - - o � I\ - - 1 1 / -CONTRACTOR DAY. �x = 3 8 4 / 3 0+00 :tiC. STAGING G AREA 1 • I r ' 'i` PR TRACER WIRE ANUNDERGROUNDWARNING - 3 PROVIDE RACE E D t. I I — O� 2 � m ' - i I �- q I� TAPE PER SUB -SECTION 10.15052. SEE DWGS C-05 8 C-06 r b 1 _ a - FOR TRACING STATION DETAILS. C WIRE I I � 4f ``��" I 4 UPON FINAL COMPLETION OF CONSTRUCTION, iCONTRACTOR T IFY I T RA FROM STA 1+00 E-1771 I O SCAR EXIST GRADE . 1 6 294 E 1681 7 � 1 \ •`•`� 'T� `~,� .•`;x•^. I TO PAVEMENT AT 1487H PL BE WITHIN THE LIMITS OF E = 1316819.79#yxe?xx,..:> ss>,•.,<.%ir;«>3.::;::<..;;;;:``:#.'•'•., Y. i I I N • 177_9.14C:;�.?;.`>�•'ii I CONSTRUCTION AND COVER WITH 21NCHE5 CERTIFIED E • 131684486 / as MAPLEWOOD I �_ WEED -FREE STRAW. I I II � e ESTATES I N c 17742227 CONC PROVIDE UNDERGROUND WARNING TAPE PER I E = 131684422 PAD 7�C u� �y \L IN I O SUB -SECTION 10.15052. ru 6' FENCE (TYP I t I \------- �o� I I \ WETLANDS (TYP) I I \ FIAPLEY:OOD PARK \ / UNINCORPORATE 1 CITY OF RENTON / KING COUNTY ) \ \ / CITY OF RENTON \ 11 LIMITS ' I N 178329b9 — 12• W 1 \ E = 1317D42.35 �'.._. \ DIP II I \ \ KING COUNTY WETLAND AND STREAM BUFFER LIMITS \`.Y •,1 � '\ \ N. 178314.46 \ \ / Ec1317054.44 ___I ` (•^ G \ \ \ / / - - -y ;� O�L \ \•`• \- \ UTILITY AND ACCESS / FC �`•, EASEMENT TO CITY I — _ �� /, , 6 \ •• 'PZ Y OF RENTON _.._.._. A SCALE: 1'=40' ( / O~i FILE: 8235000•C-100 � 30 WATER ; • 7�e , y�� EASEMENT MAPLEWOOD PARK, BOUNDARY I I er moo* u°'yb„SFi- PACE ENGINEERS. WC 1' = 40' aooc TJw BURIED UrIUTLES IN AREA �o� q�4eeazst'6�'0 r� Ea DATUM PLEASE CALL BEFORE YOU DIG "31oNAL <.wI114c 1,6 A24.5555 NO. REVISION BY DATE APPR AGENCY PERMIT SUBMITTAL A CITY OF EAST RENTON LIFT STATION y JULY 2011 RENTON ELIMINATION PlennInWBmlelnWPubBcWoftDeM SITE AND PIPING PLAN C-04 i ) \ GENERAL NOTES: KING COUNTY IN_I LAND / AND STREAM BUf PER I i \ A INSTALL BURIED PIPE ACCORDANCE WITH CRY BACKFILL PIPELINE BETWEEN SIA 11.25' HORZ BEND STA +9fA1 LRAIIS / .g� I S IORMWA IER DET EN IIOV 0+75 AND STA 3+50 AND STA 8+60 AND STA 10+3D WITH GRAVEL BORROW PER SECTION 9-03.14(1} BACKFLL ALL OTHER PIPELINE WITH NATIVE MATERIAL WHERE SUITABLE. REMOVE ROCKS AND OTHER DEBRIS 4 INCHES AND LARGER. OTHERWISE, BACKFLL WITH GRAVEL BORROW. N:I 779017 E 131661.02639 / CP/7 I g C POND I \ COMPACT TO92%MDD BETWEEN STA 1+00 AND STA 8+50. \ t0'CONSI RUC fIOV 11.25'VERT BEND 6350-10.3R/C u-1780J6.852 IE=390.7 C°/7 3D'CPEP C200 TRAGNGWIRE AND 95%MDD PER ASTM 01557 FOR ALL OTHER PIPELINE. LASEM:�NI(IYP) - - 6' STA 4+36 Iq' I N.,177956Aq 1125'VERT BEND LIMUSOI COVSIRJCI(OV(I-P 6350.1Q7R/C E=I}16612612 ) STA INO / el=1182/00A5 TEMPORARY E1FV-}g06J B CP72-BRAS DKC TZP STATION MAX OF HALF MFRS B. RECOMMENDED PVC JOINTDEFLECTIONJOINT - DDEFLECTION. RECOMMENDED JOINT DEFLECTION. �- rA; � { t4 p^ r tq +�,`T ' 1 D {"` 6 I E.7376616A�. N•1177982A3 17'ALDER 11•CT cE,3 90.59 STREAM �' r '� I I t t '3 Y 6 ` 1 6'DEC O �7 CROSSING 'r ,.}� �' I 12. ��Dgp�--• 8•CINO. I I �j'. 16 r ` ��yj 6350-V'.6i/C ,� DAN t -�-t _c t N}778779. i E-t37660& 9 ELE'f-392.6 (D'itt 1.3') AIANH E �.07 CHANNELING C. PIPELINE EXCAVATIONS SHALL BE CLOSED UP OR PROTECTED PER SECTION 1-07.23(1) AT THE END OF EACH WORK DAY. t6 J . z \� Iq -} N Jt 61 1559 �✓ c AR 0 10'CiNt). / - I 17•CiWJ. _ _ - EXIST 60'0 MH 5314 STA0.75.77 079 _ c - - �9 - � - - �- =-+- ° ° - -°- \6 ,5 ss ``I KEY NOTES: { - a� ,. D I - -� / __ _ r•�-� - I �.1 Y IN 1 ABANDONED 12' SS. FILL WITH SAND 1 2 CONTRACTOR TO VERIFY DEPTH BY POTHOLE PRIOR TO \® +50 ?.Do's -� 3.So p�� --fit- - 7+OD _ _ _ - ti� 3 2.50I ,� 2 .j� ^A2�, J ,�50 (L,-OU _ 3 4- D OI? I COMMENCING CONSTRUCTION. - -'� - - � -� � � ��- - _ - -�j7 - ?.,l - _ - - _ - - - I L� - - f +•r, - - _ _ -R�+,,,� � � T1� . � CORE DRILOR- AND CONNECT NEWT CONVEY SEWER PIPING WITH KOR•NSEAL BOOT WITH SST CONNECTOR, OR EQUAL. m { L Tn 211'PE� NE NT EA�- NT(TYaI• I i1 is _ 1, / I4'l � , - _ i l i" _� j ;: \ `•,\ I 6 D- Jf (2n6.2D 17 _i I ' 22• Iq' ` � ,�� l I 39 - / '��6 -1�% % �` /rI IE.391}5 O REMOVE MH ITIES SCONE REOD. EINSTA L CONSTRUCTION REINSTALL 70 MATCH EXISTING. m I lY �i / (J�J i� ( I /�(\ \ \ I / /` / ``,``\ �/r I G -- O -..'. `•' 1 .':�,a':: •'•'j RI6h 395.3q II 2• I= 30•CPEP( 9Wk530.75 I C I .Y)_CPEP_ I `• SEAWATER T GHT.. 5 CHANNEL PER CRY STD PLAN 400.1. 1 , J I C / '�•:"`: II=.VCE:7 rrvP 17• ) VALVL VAULT � 6 INSTALLHY gHYDROPHILIC WATERSTOP HORIZONTALLY AROUND INSIDE FACE OF EXIST MH, MIN 12' BELOW INV OF z 2 I •ff. %6 . HAN M i M BY A KA F1Y R T CJ-07 B Y C NEL C.20 0 N DE D O RE 25JK I GREENSTREAK OR EQUAL. ADHERE WATERSTOP TO EXIST _ / _ i `�� W N'O DM I f I I / O 7 - 2 t { / - - / I ) ::.:::: '•:..':.;1 4 t tlr Y SS 6 _ MH A I COMPONENT WATGRSVYELLING USING SINGLE COIN SEALANT ULTRA SEAL P-2EKA, Ot BY AD LEAKMASTER LV-1 Y R R TAK B GREENSTREAK O EQUAL. AFTER CONC HAS EN �- _ / / G1 /� r 20eY� l'�:.'..'•:-.'.',.'.'..'...'.':.':.'.';..�..'.':.::-.':.':..'.'.'::.'•:.':�'••:�'�.':.'.::.',�:.':.:::: / j(}. I } iQ ♦• ELECT DLDG MAPLEWOOD INITIAL SET SEAL JOINT WITH SYNTHETIC RUBBER SEALING 5788 COMPOUND SIKAFLEX 2c NB OR SL, OR EQUAL PER241 e co U / / 6 ESTATES W-1 WELL PLAN N EAST N SCALE: 1' - 20 EXIST 60'6 MH 5314 STA 0-00.00 OBD LIFT STATION FACILITY FILE: 8235CDO-G700 42423 LF I ( .I� I I 75.77 LF Ql QZ � 4 395 I W m m m ' " -¢ ~ -- 395 j APPROXIMATE EXIST GRADE d• m'W r4�w wow 12.PVC SOR35 390 �,tt+pppllppp\+I STEWART F' ,ly §�O CREEK ww 2 Stq 0+97= 6 S1A 0+55: EX 30'SO 5 B EX 3D'SD W 385 W oL. ¢ IE 390.7_ IE 390.9_ 385 �i rnw_ I I 10'SS �D•0 n 12' S5 ®OA03 W T1) i 2 I I CHANNEHOLLEING I 1 .i j tFILL WITH 1 CONC (TYP 2) I I 15' SS @ 0.007 MIN 380 • C-07 .�'. 380 Fn 375 15• SS O.DD9 Mw A 375 J U _ 1 ' 2-4' (7YP) } I 370 370 16' PVC SDR 35 W5 ' 'o 3 �n 365 IA L, � - 2 o y 1002 n 12 o? i O 360 o a 360 STA 5+00 STA 4+50 STA 4+00 STA 3+50 STA 3+00 STA 2+50 STA 2+00 STA 1+50 STA 1+00 STA 0+50 STA 0400 PROFILE SCALE: HOR¢: 120 VERT: t'.S AGENCY PERMIT SUBMITTAL �iRJ i/ ��® t, 7� .. € 1 FILE: 8235C00-C-100 PnCE ENGiNEER4. t1C AS INDICATED .�® CITY OF �~�� .� RENTON meJULY 2011 EAST RENTON LIFT STATION ELIMINATION _ BURIED LLBETIESNMOA PLEASE CALL BEFORE YOU OIG �o CNAI, �NIAL � EOL I DAT11A1 PlennFlp9W61pIPudk � Waft Dept PIPING PLAN AND PROFILE - STA 0+00 - STA 5+00 C-05 IBMA245W NO. REVISION BY DATE APPR "gym "''"�''�" •^ GENERAL NOTES: A INSTALL BURIED PIPE IN ACCORDANCEWITHKIIL CITY STANDARD I I / KINCCOU.NI�WEfLANUAND STIR BUTA ER LIAll1 S / \ C•X / �SFn " r`/ 1�DII PIPELINE BPLANETWEEN \� t � t� -- 14• BETWEEN STA 0+75 AND STA 3+50 \ ��' III��tO81t//hff�� 18' AND STA 8+60 AND STA 10+30 N1TH \ r `r Ir r l` \ // `�' N.1778D1.336 g� GRAVEL BORROW PER SECTION --' r _ _ I m 9-03.14(1 } BACKFILL ALL OTHER PIPELINE N7TH NATNE MATERIAL '�^DIRT TRAIL, ' - _ �'"" - � N � ' ' ' _{ WHERE SUITABLE. REMOVE ROCKS I Ij BRIAR HILLS / 11.25. ORZ BED '1 / STA 7.9199 _--_-__- � �-.�� YC OiL �_ ,� '"�- _ - - - - D AND OTHER DEBRIS 4 INCHES AND � ! ala LARGER. OTHERWISE, BACKFLL r Leg L k N0.4 N•177642563 E•1316755.)9 / 1Y N r-, / C5 WITH GRAVEL BORROW. COMPACT " / 10 T092%ODD BETWEEN STA I+OD AND SO01 RCF374.12 E 8'DNP(NE)-370.92 I I -� 4 OVERLAYADGRID / / / �` C-18'� j-____ STA 8+58, AND 95%MDD PER ASTM - '. 5• D1557 FOR ALLOTHER PIPELINE. E tYOP(L}37652 E tY� 369.02 E 30' N 389.02 E 30.OAP(S)-36892 Y ly I �n4„�g DISC K� ILYD-1M.Pwr 1115• VERT BED / STA 8+00 I / 1011G C0. N.17763825 MAPLE � ` ` ,- (�'y� / / m / / f NB. LIMIT PVC JOINT DEFLECTION TO ``` 5. c MA%OF HALF MFRS RECOMMENDED `` 1 Ir E-1316MAD7 flLW174.17 (Olt Os) LIA111S OICONS1 Rl IION (IY?) / ,,p PAWS E .1316762A8 ,7+ / I 0 / tt15•VEjij(BEtiD 1ST �'� LNMIIS Ot"L SI4JCIION(I ?} / _ �-,- , � 8 � R7 JOINT DEFLECTION. Im �380- _ _ J� � _��x` y� -�, PIPELINE EXCAVATIONS SHALL BE I STA 8.2g5 �� Y / L _ A' J 6 or T C) CLOSED UP OR PROTECTED PER X I I I N. 177623b6 y �� - 8•CFDM �s ` - \'r`/ / / / 16.�� ` �b SECTION I-0L23(1)AT THE END OF I `lT)� lY EACH VIIOPo( DAY. BEND - - � QALX/dam / STA5 -67 6 STA5+6)56 4� KEY NOTES: _ 2 5 @�- - - 2'PFA P 9 o �� 14891 PL. BE 4 (TY'P ) \ ' ' / m � __ Es.31 _, ® - _ N .177825.73 / \ E np 16631.&1 10'COVSI RUCIIOV / 6`� GLD• _1L171p�p 1�CONTRACTOR TO VERIFY DEPTH BY rASEMENI rIYv) �� N-177869S29 POTHOLE PRIOR TO C.OMMENGNG / 8 - 30'Off / / I E-13�M3� CONSTRUCTION. ... EXIST --7 _ --� .....- - C8 RW}7560 .� I� E W-� >-n� P E S 370.20 1115' HORZ BEND STA 7.1292 11.25' ORZ O CUT UPSIZED PENETRATION WITH STA 6+469 POWER SAW. NO HAMMERING X MM 71090 ---STA 10+�0:7 I u - _�� O1RP - 15•SS Od/C O C200 TRACING WIRE r .- rl TYPI STATION N. 17769813 / / 1SSS E.131669954 // N.177752 �� ' �. ALLOWED. CONNECT NEW E-1316662:55 SANITARY SEWER PIPING WITH NPC � ^ ` , / \ , / TOP G INGWITH RI OR ` I {- D - -- -- 2 C-07 \ 1y I L 6 3 60'0 / / EGUAL.WATER OLIT EOUAL. FILL VOID WITH GROUT. ID Q7� / / ' p O INSTALL NEW 60' SANITARY � Y MANHOLE PER CITY STD PLAN 1 I I 6350-11.11UN A' I MH 5314086 20'lERMA`IEVf EASEMEVT(7yl) ' / �'/ '/� 1 400.1. N-31163 N-17.910 (8 RI7587 E 8'OP(SWOs371.7} E-1}16605.701 STA 8+57.86 i /AT COMPLETION OF O CONSTRUCTION. PROVIDE 1 lAr 6! \ DEV-375.71 cpino, / Tc'L1 A OVERLISgY FOR ALL PAVEMENT 8=-10.9R/C / �' WITHIN LIMITS OF CONSTRUCTION. N-177T7.7� `� E iIlE1-77ILT2 i' \ // RI GNDEXISTAC5 FEET FROMALL CURBS. 5 REMOVE CHANNELING TO MATCH BIIROD GAS O O i UPSIZED PIPE DIA. RECHANNEL PER CITY STD PLAN 400.1, SM - i CHANNEL ONLY, AS REOD. PLANOCHAM NK GATE ANDLFENCE TO SCALE: 1' . 20 CURB EDGE PER WSOOT STD PLAN FILE: 8235CDD-C-100 L-00.10-00 AND WSDOT SECTION 8.12. 17231 LF 109.66LI 250.01 LF 0 0 o g z Z 385 m m m m m APPROXIMATE m 385 �n� ti5 •t 0 ¢ Si oQ2N �', `OO�V ��yy m EGRADE a r^, axuFN� aHn in _I_ vc _ rr :., Er v;"d mu_ v~i-�+ �L rn - -'_' m�'9 mew m-w 380 380 APPROXIMATE EXISTING GRADE i ww a q ' UZ U F- 375 I 15• ss 0.009 MIN I I Lu 375 co w w Q 1 370 �1 1 - 370 6�0,� 1 I Is SS@DADSco F 365 I 15 ss�oA143 w 365 F- J 2 5 (_'> 9 tJ F- 360 LU w Q 360 1 S' PVC SDR 35 N 15' PVC SOR 35 15• SS Q 01)04 3 Z I r q 355 'Q = 355 Q Q 50 350 350 STA 10+50 STA 10+00 STA 9+50 STA 9+00 STA 8+50 STA 8+00 PROFILE STA 7+50 STA 7+00 STA 6+50 STA 6+00 STA 5+50 STA 5+00 SCALE: HORIZ:1-20'VERT:1'.5 AGENCY PERMIT SUBMITTAL QD ♦ k 'r FILE: 8235000-610D PACE ENGINmmvc AS INDICATED "M m- am CITY OF EAST RENTON LIFT STATION JULY 2011 RENTON ELIMINATION _ �o BURIED UTILITIES NAfEA �Ap ��7��'" PLEASE CALL BEFORE YOU DIG "rORAL �' �� I OATUM •� Pm� nnkipULAdnWPuWoft Dept. PIPING PLAN AND PROFLE - STA 5+00 - STA 10+31 �C-06 ISODA2435M NO. REVISION BY DATE APPR A _ EXIST MH 5315 135 RIM EL • 1 2 f — tY CL CHNL (N, E) � 38639t 1 12' (N. LIMITS OF CONSTRUCTION (TYP) 20 PERMANENT O EASEMENT (TYP) TO- CONSTRUCTION? 392 1.50 <55caro-1/0 0 OENCE' r1YP) RJ m A PLAN C;b SCALE: 1-•20 FILE: 8235COO-r-100 TEMP BYPASS. . . . . . — PUMPING SYSTEM+ ti F RPENTI N NTENTIOtJ POND EXIST0 \ MH 531414079 STA 0.75.%7 �---�,b o — o o — 0 1 —�-- �' ® _' • '' 1- 1N _ _ — VALVE VAULT 12-SS \ \I\\ ELECT BLDG WET WELL 19 EAST RENTON LIFT STATION / _XIST 60'0 FACILITY MH 531a O80 // STA - 4 MERGENCY STgkAGE WELL 1 / ` KING COUNTY WE LAND AND STREAM BUFFER ,IMITS TEMP BYPASS PUMPING SYSTE/ ioEXtS7 MH 5314 078 RIM EL • 401.20 I / CL CHNL 10- (E, W) • 38720 I I I EXIST 60.0 MH 5314 079 W MANHOLE CHANNELING GOS SCALE: 314-•1'-0- FILE: 8235C10-C-08 � EXIST GRADE 11 QUARRY SPALL -------------------- 3 NCHES CLASS 314- HMA 7 PER WSDOT SECTION 9-03.8 I 6 34NCHES CSTC PER WSDOT SECTION 9-03.9 (3) I 6 64NCHES CSBC PER WSDOT SECTION 9-039 (3) NEW AC PAVEMENT C-06 SCALE: 314- • 1'-0- FILE: C-07.Cwp COARSEAGGREGATE - Irr • • AS NEEDED TO SUPPORT LOADS, WHICHEVER IS ME GREATER KEY NOTES: OTEMPORARY BYPASS PUMPING MANHOLE. MAX NOISE OF TEMPORARY BYPASS SYSTEM SHALL BE 45 ABa AT NEAREST RESIDENTIAL PROPERTY LINE. FIELD VERIFY DIAMETER OF MANHOLE. O2 LOCATION AND DATA FOR EXISTING MANHOLE IS BASED ON CITY OF RENTON GIS DATA AND IS APPROXIMATE. CONTRACTOR TO FIELD VERIFY. O CHANNEL WITH CONCRETE. CHANNEL HEIGHT • 12 INCHES. O4 BYPASS PUMPING DISCHARGE LOCATION. ROUTE PIPING TO INVERT OF EMERGENCY STORAGE WELL. TEMPORARILY SUPPORT PIPING AS READ. OCONSTRUCTION OF TEMPORARY STREAM CROSSING IS PROVIDED TO FACILITATE EQUIPMENT ACCESS ALONG PIPELINE ALIGNMENT. CONTRACTOR TO INSTALL PER GENERAL DETAILS SHOWN ON THE DWGS AND PER BEST MANAGEMENT PRACTICES. SUBMIT TEMPORARY STREAM CROSSING TO ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. REMOVE ALL MATERIALS FOR TEMPORARY STREAM CROSSING PRIOR TO STREAMBANK RESTORATION. OCOMPACT CSBC AND CSTC TO 95% MOO PER ASTM D 1557. OT COMPACT HMA TO AT LEAST 91% OF ITS MAXIMUM THEORETICAL SPECIFIC GRAVITY (RICE DENSITY-)_ OCONTRACTOR TO COORDINATE WITH LOCAL HOA FOR STORMWATER DETENTION POND ACCESS. OTEMPORARY BYPASS PIPING. CONTRACTOR TO ROUTE ABOVE GROUND AND SUPPORT AS REQUIRED. 10 SEE STREAM DEWATERING PLAN FOR COFFERDAM DETAILS. ADD VISQUEEN SHEET OR EQUIVALENT TO FUNNEL STREAM FLOW. 11 VISOUEEN SHEET OR EOUVALENT AT OUTLET OF CULVERT. 12 EXTEND CLSM TO 5 FEET OUTSIDE OF STREAM. 13 INSTALL CONCRETE CUT-OFF WALL AT END OF CLSM. TEMPORARY STREAM CROSSING 5 G-05 FILE: 5CiO.C-0- AGENCY PERMIT SUBMITTAL FOE: SCALE: 1/2" --1'4r BURIED UTl1TIES IN AREA PLEASE CALL BEFORE YOU DIG 1.807.424.5555 FILTER FABRIC MATERIAL 60' WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2' BY 2' BY 14 GA. WIRED FABRIC OR EOU N. 4 FILTER FABRIC MATERIAL O4 2' BY 2' BY 14 GA WIRE FABRIC OR EOUIV. BURY BOTTOM OF FIL R MRTERW IN 8' BY ti TRENCH _ I{ 8' ILA%. 2 2'BY4'WOODPOST O6 2' BY 4' WOOD POSTS, STANDARD OR PROVIDE 3/4'-1.5 ASKED GRAVEL P BETTER OR EQUAL ALTERNATE O BACKF ILL IN TRENCH AND ON BOTH SIDES SECTION OF FILTER FENCE FABRIC ON THE SURFACE CONSTRUCTION ENTRANCE DETAIL (TYPI SILT FENCE DETAIL AND NOTES SCALE: NTS C-02 SCALE: NTS FILE: 8235C70FILE: 8235C10-C-08 {.OB INSTALL TEMPORARY GRAVEL BEFORE GRADING PHASE OF PROJECT, REMOVE PRIOR TO PAVEMENT INSTALLATION INSTALL TEMPORARY FILTER FABRIC BETWEEN FRAME AND GRATE OF ALL CATCH BASINS AND INLETS INSIDE OR ADJACENT TO DISTURBED AREAS. NOTE: ONLY INSTALL TEMPORARY GRAVEL AROUND CATCH BASINS IN UNPAVED AREAS. USE FILTER FABRIC TO PROTECT EXISTING CATCH BASINS IN PAVED AREAS. PLAN "),TEMPORARY CATCH BA' SCALE: NTS FILE: 8235C10-C-08 4' - 6' MOUND 16' TOPSOIL. MATCH EXISTING GRADE - ....... . �OpOOOv p O 000, j\ 15'SS O00 Op, 0 NATIVE SOIL 8' SACKS SHALL BE #10 JUTE BURLAP OR APPROVED ALTERNATE FILLED WITH 48 TO 55 LEIS. OF PEA GRAVEL BACKFILL FOR DRAINS. INSTALL APPROXIMATELY 3FEET ABOVE CHANNEL INVERT. ALIGN LOW POINT IN DAM WITH CENTER OF CHANNEL. ADD VISQUEEN - THROUGH FILLED BURLAP SACK STACK I \/ `PLACE SACKS FIRMLY woomixopp AGAINST GROUND LINE AND ADJACENT SACKS. PLAN SECTION A SCALE: NTS FILE: 8235C10-C-W INSTALL ROUNDED COBBLE AND WASH SAND MIX TO DEPTH OF 12' MATCH EX GRADE CLSM PER W SECTION 2-0 NATIVE SOIL BACKFILL ONLY GENERAL NOTES: A. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. B. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. KEY NOTES: Oj THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 64NCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. OTHE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30INCHES)- OA TRENCH SHALL BE EXCAVATED, ROUGHLY 8INCHES WIDE AND 12 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. O4 WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. - OS THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. O6 WHEN EXTRA -STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS. (7 J THE TRENCH SHALL BE BACKFILLED WITH 3/4-INCH MINIMUM DIAMETER WASHED GRAVEL. 8 INSTALL UPSTREAM SCREENED DIVERSION PUMP. PUMP SHALL, AT A MINIMUM, BE A 6 INCH GAS POWERED TRASH PUMP, SUFFICIENT TO HANDLE EXPECTED STREAM FLOWS OF 0.5 TO 3 CUBIC FEET PER SECOND INCLUDING FLEX03LE PIPE SYSTEM. OSELECT DISCHARGE POINT DOWNSTREAM OF IMPACTED AREA TO AVOID EROSION. LINE DISCHARGE AREA W1TH VISQUEEN OR EQUIVALENT TO DISSIPATE FLOW ENERGY AND PREVENT CHANNEL SCOUR 70 INSTALL UPSTREAM COFFERDAM WITH LOW POINT ALIGNED WITH CENTER OF ACTIVE CHANNEL. COORD LOCATION WITH TEMPORARY STREAM CROSSING. 77 INSTALL DOWNSTREAM COFFERDAM BELOW IMPACTED AREA 12 COMPLETE ALL IN WATER WORK, GRADE SITE AND INSTALL COIR LOGS OR COOR BLANKET WHILE CHANNEL IS DE -WATERED. WORK SHALL BE COMPLETED AFTER INSTALLATION OF PIPELINE AND DURING REMOVAL OF TEMPORARY STREAM CROSSING. 73 WHERE DEWATERING PIPE CROSSES EQUIPMENT CROSSING OR INTERFERES WITH CONSTRUCTION, BURY PIPE IN A TRENCH AND COVER WITH STEEL PLATES. 71 USE HIGH VISIBILITY FENCING TO DELINEATE Rd -STREAM LIMIT OF WORK. 15 PIPE BEDDING AND BACKFILL PER CITY STD PLAN 405. NATIVE BACKFILL WHERE INDICATED. n TRENCH BACKFILL DETAIL (TYP) 6 TRENCH BACKFILL STREAM AT CROSSING J coe STA 1 +00 - STA 8+63 NTS OO7 NTS DETAIL (TYP) 39°�� cKrarofic 0 r ESA 53D9 SMlslrole AYe. NW Seattle, WA 98107 P: (206) 789-96W F: 206 789-9684 STREAM DEWATERING PLAN C-02 SCALE: 1' a 101-0' FILE: B235C00-C-100 AGENCY PERMIT SUBMITTAL BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG IJ*).424.5555 Planting Zone 1: Forested Buffer Enhancement Scientific Name Common Name Typo Spocinp I Want Number I Special instructions Trees Acer macrophyflum f3gleaf maple 1 gal 6 ft o.c. 32 Alnus rubra Red elder 1 gal 6 ft o.c. 16 Pseudotsuga menziesii Douptas fir 11 gal 1 6 It o.c. 55 Total Trees 103 Shrubs Mahone nermse I.— Oregon grape 1 gal 4 ft o.c. 16 Oemleria cerasiforrns Mlan plum 1 gal 4 it o.c. 18 Physocarpus capitatus Pacific ninebark 1 gal 4 it c.c. 18 Polystichummunitum Sword fern 1gal 4it o.c. 36 Rubus speclabilis Sal onberry 1 gal 4 1l o.c. 16 Symphoricsrpos sib us Snow berry .1981 4 It o.c. 18 Total Shrubs 125 Total Area (square feet) 1 5.708 TREES (6' O.C. TYP.) SHRUBS (4' O.C. TYPICAL 900 St FOOT AREA COMMON NAME Tl - Douglas fir T2 - Big leaf maple T3 • Sad alder S7-Sehrlonbeny S2 - bWlan plum L-02 S3 -Sword fern S4-Snowbeny S5 • Low Oregon grape S6 - Pacific ninebark TYPICAL PLANTING COMPOSITION IN A 900 SQUARE FOOT AREA TO CONSIST OF APPROX. 16 TREES AND 20 SHRUBS. PLAH t TYPICAL FOREST BUFFER ENHANCEMENT PLANTING DETAIL L-01 NTS r ESA 5309 Shilshole Ave. NW Seattle, WA 98107 P: (206) 769.9658 F: 206 789.9684 BURIED UTIUNES IN AREA PLEASE CALL BEFORE YOU DIG 1.801424.5555 A PLAN FILE: 6235C00-L-01 Planting Zone 2: Shrub Buffer Enhancement Scientific Name Common Name Type I Spacing I Want Num be Special instructions Shrubs Mahmia nervosa Low Oregon grape 1 gal 4 It o.c. 54 Oemlena cerasitomus Inchan plum 1 gal 4 it O.C. 54 Physocarpus capitatus Pacific ninebark 1 gal 4 it o.c. 54 F olystic hum munittun Sword fern 1 gal 4 it O.C. 71 Rubus spectabilis Sasronberry 1 gal 4 it o.c. 71 Sympho icaryos albus Snow berry 1 gal 4 it o.c. 54 Total Shrubs 357 Total Area (square feel) i 12,557 eL-02 SHRUBS (4' O.C. SEED BETWEEN SHRUB CLUSTERS GROUP LIKE SPECIES _/ TOGETHER IlAH TYPICAL 900 SQUARE TYPICAL PLANTING COMPOSMON IN A 9W SQUARE FOOT AREA FOOT AREA TO CONSIST OF 56 SHRUBS. PLANT SHRUBS IN NATURAL GROUPINGS TO CREATE WILDLIFE HABITAT ZONES. TYPICAL SHRUB BUFFER ENHANCEMENT PLANTING DETAIL L-01 NTS KEY ^ WOODCHIP PATH (2736 SF) O FORESTED BUFFER ENHANCEMENT (5708 SF) (PLANTING ZONE 1) L-01 ®SHRUB 6 HYDROSEED BUFFER ENHANCEMENT (12.557 SF) 2 (PLANTING ZONE 2) L-01 STREAM BANK RESTORATION (202 SF) 3 (PLANTING ZONE 3) L-01 +++ SEED MIX (745 SF) O (PLANTING ZONE 4) GENERAL NOTES: A. MAINTAIN EXISTING PATH NETWORK. COVER WITH 4" WOODCHIP MULCH AT TIME OF PLANTING. B. PLANTING SHALL EXTEND TO LIMITS OF CONSTRUCTION, AS SHOWN ON THE CIVIL DWGS. KEY NOTES: Oj WOODCHIP MULCH SHALL BE APPLIED AROUND PLANTS, SEE PLAN SHEET L-02. OSEED MIX SHALL BE APPLIED AT A RATE OF 40 LBS PER ACRE. Planting Zone 3 Stream Bank Restoration Scientific Name Common Name Type Spacing Want Number Special Instructions Shrubs Corns sericee Red -osier dogwood Livestake 2 it o.c. 20 Selix lucida Pacific wllow Ui estake 21t o.c. 13 Salix sitchensis SAka W aow Livestake 12fto.c. 18 Total Shrubs 51 TOUT Area (square feet) 202 1 L-02 LIVE STAKE 2 SHRUBS (TYP.) L-02 TYPICAL 9W SQUARE FOOT AREA DECREASING � ELEVATION P(TY ) COMMON NAME S1 - Redoslar dogwood S2 - Sake willow S3 - Pacific willow TYPICAL PLANTING COMPOSITION IN A SDO SQUARE FOOT AREA TO CONSIST OF APPROX 225 SHRUBS. NOTE: EACH CIRCLE REPRESENTS 5 PLANTS. ✓ DECREASING PLAN E ELEVATION (TYP.) 3 TYPICAL STREAM BANK RESTORATION PLANTING DETAIL L-01 NTS AGENCY PERMIT SUBMITTAL PLANT LIVE STAKES THROUGH COIR BLANKET ON STEEP SLOPE RIPARIAN AREA ^ PLANT TREES AND SHRUBS IN UPLAND AREA INSTALL COIR_O BLANKET ON SLOPE PER CITY STANDARD PLAN 213.10 n STREAM BANK PLANTING SECTION (TYP) L-01 KS r ESA 53D9 Shilshole Ave. NW Seattle, WA 98107 P: (206) 789.9658 F:(206) 7894684 BURIED UTILITIES N AREA PLEASE CALL BEFORE YOU DIG 1.803A245555 A PLANT LIVE. DORMANT STAKES BETWEEN 0.5 AND 1 NCH IN DAM SQUARE CUT MINIMUM OF 2 BUDS EXPOSED MAKE PILOT HOLES IN EXISTING SOIL WITH REBAR. TAMP SOIL AROUND LIVE STAKES. ANGLE CUT AT 45 DEGREES 12' O.C. SPACING (TYP) 12' O.C. SPACING (TYP) 1 SECTION z LIVE STAKE PLANTING DETAIL TYP L-01 NTS SCARIFY ROOTBALI ROOTS AND n yr W—nir MU—n, — i — M— E OF ROOTBALL, EXTEND 6' BEYOND NG BASIN CIRCLE FINISH GRADE BACKFILL WITH NATIVE SOIL ONLY SCARIFY EDGES OF PLANTING HOLE TO ALLOW FOR ROOT PENETRATION BOTTOM OF ROOTBALL RESTING ON 3X ROOTBALL DIAMETER UNDISTURBED SOIL SEGnON s TREE/SHRUB PLANTING DETAIL TYP L-01 NTS GENERAL NOTES: A. A TEMPORARY STREAM DE -WATERING SYSTEM SHALL BE IN PLACE TO DIVERT FLOW AROUND WORK AREA PRIOR TO INITIATION OF TEMPORARY STREAM CROSSING REMOVAL.(SEE SHEET C-02} B. REMOVE ALL MATERIALS USED IN TEMPORARY STREAM CROSSING. KEY NOTES: Oj STABILIZE SLOPE PER CITY OF RENTON STANDARD PLAN 213.10. OINSTALL LIVE STAKES ON STEEP SLOPES, ADJACENT TO STREAM. OPLANT TREES AND SHRUBS IN UPLAND AREAS. AGENCY PERMIT SUBMITTAL .f L—tZC.C-ro� APPROVE King County LAIM USE DIVISION ENGINEERING RFVIcW EgDrainage Requirements Only Roads Requirements Only Cm Other CITY OF RENTON EAST RENTON LIFT STATION ELIMINATION TECHNICAL INFORMATION REPORT TARGETED DRAINAGE REVIEW FINAL April 2012 1218 THIRD AVENUE • SUITE 1600 • SEATTLE, WASHINGTON 98101-3032 • (206) 684-6532 • FAX (206) 903-0419 pw:l/Carollo/Documents/Client/WA/Renton/8235C10lDeliverables/TDR_Rpt.docx CITY OF RENTON EAST RENTON LIFT STATION ELIMINATION TECHNICAL INFORMATION REPORT TARGETED DRAINAGE REVIEW TABLE OF CONTENTS Page 1.0 PROJECT OVERVIEW................................................................................................1 1.1 Project Location, Drainage, and Site Characteristics........................................1 1.2 Project Improvements........................................................................................1 2.0 CONDITIONS AND REQUIREMENTS SUMMARY....................................................5 3.0 OFFSITE ANALYSIS...................................................................................................5 4.0 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN ......5 5.0 CONVEYANCE SYSTEM ANALYSIS AND DESIGN..................................................5 6.0 SPECIAL REPORTS AND STUDIES..........................................................................5 7.0 OTHER PERMITS.......................................................................................................6 8.0 CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (CSWPPP) ANALYSIS AND DESIGN.........................................................................6 8.1 Erosion and Sediment Control Plan..................................................................6 8.1.1 Wetland Buffer and Stream Restoration and Stabilization ................. 6 8.2 Stormwater Pollution Prevention and Spill (SWPPS) Plan Design....................6 9.0 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT.................................................................................................................7 10.0 OPERATIONS AND MAINTENANCE MANUAL..........................................................7 LIST OF FIGURES Figure1 Site Location.................................................................................................... 2 Figure2 Site Plan........................................................................................................... 3 Figure 3 Site Drainage Characteristics.......................................................................... 4 LIST OF APPENDICES APPENDIX A — Reference 8-A Technical Information Report (TIR) Worksheet APPENDIX B — Preliminary East Renton Lift Station Elimination Drawings April 2, 2012 - FINAL pw://Carollo/Documents/ClienYWA/Rentonl8235Cl O/Deliverables/TDR_Rpt.docx CITY OF RENTON TECHNICAL INFORMATION REPORT TARGETED DRAINAGE REVIEW 1.0 PROJECT OVERVIEW The Technical Information Report (TIR) herein includes a limited scope Targeted Drainage Review (TDR) as defined in Table 2.3.2.A of the 2009 King County Surface Water Design Manual (SWDM). The East Renton Lift Station Elimination project (the Project) is defined as a TDR Project Category 1 as it proposes 7,000 square feet or more of land disturbing activity. The TIR Worksheet required by the SWDM is included in Appendix A. 1.1 Project Location, Drainage, and Site Characteristics The Project is located in and adjacent to Maplewood Park (the Park) in Renton, Washington and is governed by two authorities, the City of Renton and King County. Construction activities north of the Park are located in the City of Renton, while construction in the Park and to the south is located in unincorporated King County. The Park is a forested, inactive park in the location of the proposed construction. See Figure 1 for an aerial view map identifying the general location of the Project site. Refer to Figure 2 for a detailed plan view of the Project site identifying significant geographic features and critical areas. The Project site is not located within the 100-year floodplain. A City of Renton schematic of the storm drainage system at the Project site is presented in Figure 3. Storm drainage from the Project site is conveyed through the Park via Stewart Creek (the Creek). At the south end of the Park, the Creek discharges to the piped storm drainage system in 148th Place Southeast (SE). Storm drainage is carried through a series of pipelines for approximately 1/3 mile and discharges at the surface near the intersection of SE 142nd Street and SE 143rd Place. The drainage is conveyed at surface via Stewart Creek for approximately 1 mile and discharges to the Cedar River. Refer to the Project geotechnical report in Section 6.0 of this TDR for information on site soils. 1.2 Project Improvements The Project includes the construction of approximately 1,030 linear feet of gravity sanitary sewer pipeline to eliminate the use of the East Renton Lift Station. The sewer pipeline follows a curved alignment through the Park to avoid existing wetlands and crosses the Creek at the north end of the Park. Gravity sewer pipelines will be polyvinyl chloride (PVC) and range from 12 to 15 inches in diameter. April 2, 2012 - FINAL pw://Carollo/Documents/ClienYWA/Renton/8235Ct O/Deliverables/TDR_Rpt.docx 0 REFERENCE: 2007 GOGGLE EARTH Figure 1 SITE LOCATION TECHNICAL INFORMATION REPORT TARGETED DRAINAGE REVIEW CITY OF RENTON pw:\\CarolloDocu ments\Clien tIWAlRenton18235C101Deliverables\Fg_01 PARKSIDE COURT N • 17828236 z V •' 783{9.58 CP Y6 E • t 3t619553 t 3161%.% CP Y6 635D-' 0 8R,C- 6357•tObRC N-178111131 _ E-t31 M'3 fIM E • 136600.520 ELEV - 390.08 ELEv-39131 CPY3 1 6353-10a1dC 1p N-178279AM I 2a PERMANENT r// --- �•�EN--(1—__.—— I I.—/—/ E/ - .I /6.—/.- /// /i // / / ///b // // /// // // /////";/ ////<, F y/ •-/i /// /r/ — _'_.' �/_..__aW_'�el• `•V�` %��-- �'7-y�!_Fp(y.'-_� �y' ""�_ ,/ /�l,,_1 n' — _—_GP Y7_ E o• a213t6.59i{ yy b8 %8385 _ IIIIII �tI'IIFI 3 S2V%1;I. -tIe�6N /s3I-1 R5 � 7D1c7�.i/8V p23 �a7j9w A8 1 o DISCEASEMENT(YELEv-%b1-1 635J-t0.7RC o.0116 596-131 SWI9 MAPLEWOOD PARK O ELEV-3901% L-13160S.0 LIARSOF e (OWN ta7 coYSTRucrIDN mP) _TPx — — — — _ — — — — — — T OF 09 ,acar►srRucraN — — — N -1 T7408.22 6350=0.RC EASEMENT -3 6781.00 4-1 T76'3.390 E-1316624521 E-131607 -389ofN-172262 77 .% ELEV1'7CPS 2 E • 13"662100 1876{26350-11'yM(TP) / N-t779829EN-1T7{5338 3168B5a E-'3167616 CPY10 -LEV-30.72 BRIAR HILLS N0.4 /E.3167{5=R-EASTELEv-37822 e-62'ro79LIFT STATION BRASS L-39029Y:17828976 — FACILITY E -316727.70DISCMNPC 63D. N-1{MC N-17180291 P-17107{37E-13'87 E-1316801.'07 ELEV - 37{.17 STEWART CREEK flBDWY(TP) /,48th\PLSE 6350 SITEACCESS Nat781.529 E3167029.093 ELEV-39621.37N 5 CONTRACTOR CPY20 'h / STAGING AREA .\ — — / ` N - t 7761294 6350-20RC E-1316819.79 N-178162209 / .,y / (� 1 l CP" E-13168-2623 ( \ (TYP) { ELEv-389b0 c , MAPEEWOOD N-�iTSW91i53 N ARC - t 77M9.:1 CP Y22 E -13' 66{6.65{ E-13168{{.86 63503122R/C ESTATES EL- •{0190 �' N • 177{2227 I N -1 T7%SA96 E-13168{{ 02 E-13'682A221 Y-'7T{0703 I CP Y11 ELEV-383.78 w--t3t881B.97 1 6760•111114NNY N•177587,910 MA-LEW0PARK 00 O ^ C-*23 E • t 316805.701 ELEv-375.71 6350J123RIC N-1777872M \ E-13168W.772 L WETLANDS / FLzV -38967 (TYP) A \ / \ UNINCORPORATED _ COUNTY r (F1 / KING � \� \ / CND' OF RENTON \ \ / / LIARS \ Ile KING COUNTY WETLAND AND STREAM BUFFER LIARS 7831{.{6 i PLANa F k 3i 35C^0 C iC0 3a WATER EASEMENT W.D. 90 MAPLEWOOD PARK BOUNDARY CRY OF RENTON UTILITY AND ACCESS EASEMENT TO CT' OF RENTON O~ I_ 6 A�C _55 Figure 2 SITE PLAN TECHNICAL INFORMATION REPORT TARGETED DRAINAGE REVIEW CITY OF RENTON v W to w O Z M N H w rn LL F7NW - 14T 23N R05E NW 1/4 w' n zuas .Ys7 zYve n zun iY75 176n ,7632 !7u, I.'ET 1417 Cr '-5v ,7637 Ii656 Q24!4 General Project Site i I ul7e we, ul Inez - � SE 1381h P1 ' u, u196 yt y,A3 5�� u,w 16ay IQ'2 -210 4207 u, y3a 8 ny2y i .,n ISJ I Ht711 I Inse I '1- - y:Z1 y, 11122 y:36 SE 142nd St �.. I 14.27 ..] .U- 6W,— y115 1Q4•a2.s, , WA 01213 Il'a a,a6 1.2u It 107 .�e 10T SE 137th Pt y227 11256 um 11 3;.25. y254 e ,a252 uzst uN9 y2,e 1,4 •� - .-. O 1076 yt� �2m y20! nw SE 1401ft,n. �I n3o Discharge to Stewart Creek ,nY 1 r SE 143rd Pl W ,u yy'3° '414112 �, .M. — 12611 j "--'"---'-----`-------------------- h ,zbn 12612 'r 176C, 1261 Iota SE 14Sth plv��,x23 e-- i+_-_2rA+II,% G7NW - 23T 23N R05E NW 1/4 r Y P „d Pi a nq7 � i2g,r SE 1441h PI A Structures Conveyance Flow Control Facility Renton Renton Renton a Inlet Pipe ® Pond n Type 1 - - Culvert 10 Tank ® Type 2 Private ® Vault F2 Vault Pipe Private ('P' Prefix) [] Pump Station Culvert ® Pond Private ('P' Prefix) King County Tank • Inlet - Pipe Vault • Type 1 Culvert King County • Type 2 WSDOT B Pond 9 Vault Pipe dh Tank King County Culvert Miscellaneous I Inlet Other smi �� Renton Limits ■ Type 1 Channel PAA ® Type 2 Ditch Quarter Section WSDOT Flow Park/Open Space - Type 1 Flow Control 1Oft Contour ® Type 2 - Infiltration - Bioswale City of Surface Water Utility Asset Inventory M?y 2009 0 150 300 600 Feet 14T 23N R05E SW 114 5314 F7SW 'f J�1 Ai �� -aabJ'� ,l1►�t' � t �� ■ Disclaimer: This inventory information is schematic only. It was :ompiled from numerous sources. It is the best nformation available at this time and should be ised for general guidance only. The City of Renton s not responsible for errors or omissions. When this nformation is used for planning, design, and/or -onstruction purposes, users are to field verify this nformation. Figure 3 SITE DRAINAGE CHARACTERISTICS TECHNICAL INFORMATION REPORT TARGETED DRAINAGE REVIEW CITY OF RENTON Other project design elements include site clearing and grubbing, wetland buffer and stream mitigation planting, temporary bypass pumping, and decommissioning and demolition of the existing East Renton Lift Station facility. A significant portion of the construction is located within the Park, while the remaining is located within an existing utilities site and a residential street (148th Place SE). A majority of the construction is located within a wetland buffer or stream and will be limited to the dry season only. 2.0 CONDITIONS AND REQUIREMENTS SUMMARY The following include a list of required plans, permits, and approvals concurrently submitted to King County and other agencies for the Project. • Stream and Buffer Restoration Plan (King County) • Clearing and Grading Permit (King County) • Section 404 Permit (United States Army Corps of Engineers) • Hydraulic Project Approval (Washington Department of Fish and Wildlife) • SEPA Checklist (City of Renton) 3.0 OFFSITE ANALYSIS N/A — limited scope TIR per Table 2.3.2.A of SWDM. 4.0 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN N/A — limited scope TIR per Table 2.3.2.A of SWDM. 5.0 CONVEYANCE SYSTEM ANALYSIS AND DESIGN N/A — limited scope TIR per Table 2.3.2.A of SWDM. 6.0 SPECIAL REPORTS AND STUDIES The following reports have been developed by qualified engineering consulting firms for the Project and are available for review upon request. • Final Geotechnical Evaluation Report (HWA GeoSciences, Inc., February 2, 2011) • East Renton Lift Station Elimination Wetland, Stream, and Wildlife Study (ESA Adolfson, Revised June 2011) April 2, 2012 - FINAL 5 pw://Carollo/Docu ments/Client/WA/Renton/8235C10/Deliverables/TDR_Rpt.doa 7.0 OTHER PERMITS N/A — limited scope TIR per Table 2.3.2.A of SWDM. -8.0 CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (CSWPPP) ANALYSIS AND DESIGN The preliminary construction drawings for the Project are included in Appendix B of this TIR and referenced herein. 8.1 Erosion and Sediment Control Plan The erosion and sediment control (ESC) plan is included on Drawing No. C-02. Erosion control measures include silt fencing along the limits of construction through the Park and filter fabric protection for existing catch basins. Stabilized construction entrances will be located at two site access locations. Construction dewatering will require standard methods of sedimentation extraction prior to discharge into the on -site sanitary sewer system. Dust from construction operations will be controlled by watering with water trucks. All ESC work for the Project will be performed in strict accordance with all Federal, State, and local laws and regulations governing waters of the State, as well as permits acquired for the Project. 8.1.1 Wetland Buffer and Stream Restoration and Stabilization As presented in the drawings, the sewer pipeline will be installed beneath the Creek by open cut trenching methods. Following installation of the pipeline in the stream and removal of the temporary stream crossing, the stream bank slope will be protected with coir blankets and planted with live stakes. The backfilled trench in the stream will include controlled low strength material (CLSM) encasement to one foot above the pipeline. Compacted backfill topped with rounded cobble and sand mix for the streambed will occupy the rest of the trench. The trench will be plugged on both ends of the Creek with a concrete cut-off wall to prevent lateral stream migration down the pipeline trench. Stream bank restoration includes the planting of trees and shrubs in the upland area adjacent to the Creek. The majority of the sewer pipeline is located within the King County wetland buffer. Wetland buffer mitigation includes planting trees, shrubs, and hydroseed along the 30-foot wide construction corridor through the Park. 8.2 Stormwater Pollution Prevention and Spill (SWPPS) Plan Design The following construction equipment is anticipated to be used on the project: backhoe, trackhoe, bulldozer, dump truck, concrete truck, and 5 to 10 HP bypass pumps. Staging for construction equipment and materials is proposed on the existing gravel access road north of the Park, at least 50 feet away from streams and wetlands. Construction equipment and workers will access the work area from this gravel road and from 148th Place SE at the south end of the Park. April 2, 2012 - FINAL 6 pw://Carollo/Documents/Clien VWA/Renton/8235Cl O/DeliverablesfTDR_Rpt.docx As with any construction project, there is potential for water quality contamination due to accidental spills of hydraulic fluid or other materials. In combination with the previously mentioned erosion control measures, the Contractor will utilize the following construction best management practices (BMPs) to avoid and minimize these temporary impacts: • Prepare a SWPPS Plan for construction activities, including BMPs in accordance with the latest edition of Ecology's Stormwater Management Manual for Western Washington. The SWPPS Plan will include elements for drainageway protection and sediment retention. • Comply with the water resource protection requirements of the Stormwater Construction permit from Ecology. • Maintain construction equipment in good working order, free of leaks of fuel, hydraulic fluids, or other chemicals. • Keep fueling and equipment maintenance areas at least 100 feet away from streams and wetlands. • In the unlikely event that a construction accident or spill releases contaminants into waterways or the surrounding environment, BMPs (such as oil booms and adsorbent pillows) would be employed and utilized to contain and minimize the spill. • Route all water from trench dewatering to the existing sanitary sewer system. 9.0 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT N/A — limited scope TIR per Table 2.3.2.A of SWDM. 10.0 OPERATIONS AND MAINTENANCE MANUAL N/A — limited scope TIR per Table 2.3.2.A of SWDM. April 2, 2012 - FINAL 7 pw:l/Carollo/Documents/Client/WA/Rentonl8235Cl O/Deliverables[T DR_Rpt.docx APPENDIX A REFERENCE 8-A TECHNICAL INFORMATION REPORT (TIR) WORKSHEET KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL KING COUNTY, WAS14INGTON SURFACE WATER DESIGN MANUAL REFERENCE S-A TECHNICAL INFORMATION REPORT (TIR) WORKSHEET 2009 Surface Water Design Manual 1/9/2009 KING COUNTY. WASIIING,rON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER AND PROJECT ENGINEER Project Owner �IT�/ OF R�NrG�l /A✓eCHLlSTcusi Phone ya 5 - 1130 -7,-2 Address 2&i✓To1V 6 irY H,q,.L - 5ry Fi o02 I r5 5 Sou rw G2,4wlcijA 9805 71`noc. Project Engineer 8rz/4A/ C-95EY Company C-R2oc-&C &W61AIFE2S Phone �-O 3 - a a 7 ^ 1995 Part 3 TYPE OF PERMIT APPLICATION ❑ Landuse Services Subdivison / Short Subd. / UPD ❑ Building Services M/F / Commerical / SFR ® Clearing and Grading ❑ Right -of -Way Use ❑ Other Part 2 PROJECT LOCATION AND DESCRIPTION Project Name `45 T RErt/roA/ LIFT 5 rf/17oA/ C[�I�IiNATu DDES Permit # Location Township a 3 /,v' Range 5 iE- Section 9 15 Site Address 5E 2rvp CL 64P1-6-W000 PA2p�. lgSrtr Pt 5E RctirOA) I.JA 9)qo5 Part 4 OTHER REVIEWS AND PERMITS ❑ DFW HPA ❑ Shoreline ❑ COE 404 Management ❑ ❑ DOE Dam Safety FEMA Floodplain COE Wetlands ❑ Structural Rockery/Vault/ ❑ ESA Section 7 ❑ Other Part 5 PLAN AND REPORT INFORMATION Technical Information Report Site Improvement Plan (Engr. Plans) Type of Drainage Review Full / ar ete / Type (circle one): Full / Modifi / (circle): Large Site Small Site Date (include revision Date (include revision dates): dates): Date of Final: Date of Final: Part 6 ADJUSTMENT APPROVALS Type (circle one): Standard / Complex / Preapplication / Experimental / Blanket Description: (include conditions in TIR Section 2) Date of Approval: 2009 Surface Water Design Manual 1/9/2009 KING COUNTY. WASHINGTON, SURFACE WATER DESIGN MANUAL. TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 7 MONITORING REQUIREMENTS Monitoring Required Start Date: Completion Date: _ Yes / No Part 8 SITE COMMUNITY AND DRAINAGE BASIN Community Plan: Special District Overlays: _ Drainage Basin: Stormwater Requirements: Describe: Part 9 ONSITE AND ADJACENT SENSITIVE AREAS ■ River/Stream S7-cwAe T G E�/<< %Y�c' !�/ ❑ Steep Slope ❑ Lake ❑ Erosion Hazard ® Wetlands 6 ,q rEG D!Z Y ❑ Landslide Hazard ❑ Closed Depression ❑ Coal Mine Hazard ❑ Floodplain ❑ Seismic Hazard ❑ Other ❑ Habitat Protection Part 10 SOILS Soil Type Slopes ® High Groundwater Table (within 5 feet) ❑ Other ❑ Additional Sheets Attached ❑ Sole Source Aquifer ❑ Seeps/Springs Erosion Potential 20W9 Surface Water Design Manual F9/2009 2 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part11 DRAINAGE DESIGN LIMITATIONS REFERENCE ❑ Core 2 — Offsite Analysis LIMITATION / SITE CONSTRAINT 61 Sensitive/Critical Areas GY 5-r ZE nit �3rf�=FL 2S ❑ SEPA ❑ Other ❑ Additional Sheets Attached Part12 TIR SUMMARY SHEET(provide one TIR Summary Sheet per Threshold Discharge Area Threshold Discharge Area: name or description) Core Requirements (all 8 apply) Discharge at Natural Location Number of Natural Discharge Locations: Offsite Analysis Level: 1 / 2 / 3 dated: Flow Control Level: 1 / 2 / 3 or Exemption Number Incl. facility summary sheet Small Site BMPs Conveyance System Spill containment located at: Erosion and Sediment Control ESC Site Supervisor: Contact Phone: After Hours Phone: Maintenance and Operation Responsibility: Private / Public If Private, Maintenance Log Required: Yes / No Financial Guarantees and Provided: Yes / No Liability Water Quality Type: Basic / Sens. Lake / Enhanced Basicm / Bog (include facility summary sheet) or Exemption No. Landscape Management Plan: Yes / No Special Requirements as applicable) Area Specific Drainage Type: CDA I SDO / MDP / BP / LMP / Shared Fac. I None Requirements Name: Floodplain/Floodway Delineation Type: Major / Minor / Exemption / None 100-year Base Flood Elevation (or range): Datum: Flood Protection Facilities Describe: Source Control Describe landuse: (comm./industrial landuse) Describe any structural controls: 2009 Surface Water Design Manual 3 1/9/2009 KING COUNTY. WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Oil Control High -use Site: Yes / No Treatment BMP: Maintenance Agreement: Yes / No with whom? Other Drainage Structures Describe: - Part 13 EROSION AND SEDIMENT CONTROL REQUIREMENTS MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION AFTER CONSTRUCTION ® Clearing Limits ® Stabilize Exposed Surfaces Cover Measures ® Remove and Restore Temporary ESC Facilities ® Perimeter Protection Clean and Remove All Silt and Debris, Ensure ® Traffic Area Stabilization Operation of Permanent Facilities ® Sediment Retention ❑ Flag Limits of SAO and open space ® Surface Water Collection preservation areas Other ® Dewatedng Control ® Dust Control ❑ Flow Control Part 14 STORMWATER FACILITY DESCRIPTIONS Note: Include Facility Su mary and Sketch Flow Control Type/Description Water Quality Type/Description ❑ Detention ❑ Infiltration ❑ Regional Facility ❑ Shared Facility ❑ Flow Control BMPs ❑ Other ❑ Biofiltration ❑ Wetpool Media Filtration ❑ Oil Control ❑ Spill Control ❑ Flow Control BMPs ❑ Other 2009 Surface Water Design Manual 1/9/2009 4 KING COUNTY. WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 15 EASEMENTS/TRACTS Part.16 STRUCTURAL ANALYSIS ❑ Drainage Easement ❑ Cast in Place Vault ❑ Covenant ❑ Retaining Wall ❑ Native Growth Protection Covenant ❑ Rockery > 4' High ❑ Tract ❑ Structural on Steep Slope ❑ Other ❑ Other Part 17 SIGNATURE OF PROFESSIONAL ENGINEER I, or a civil engineer under my supervision, have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attached Technical Information Report. To the best of my knowledge the information provided here is accurate. Signed/Date 2009 Surface Water Design Manual 1/9/2009 APPENDIX B PRELIMINARY EAST RENTON LIFT STATION ELIMINATION DRAWINGS NOR1R r L1••r 1>� f � . `� !!a� wry Mu�dMi ` Rcrron ; ��ave F i _ PROJECT SITE Ceti /MKI�IN M REFERENCE: 2010 GOOGLE MAP VICINITY MAP NO SCALE NORTH REFERENCE: 2007 GOGGLE EARTH LOCATION MAP NO SCALE tcaro/la CITY OF RENTON EAST RENTON LIFT STATION ELIMINATION AGENCY PERMIT SUBMITTAL PRELIMINARY - 60% DESIGN LEVEL PROJECT NO. WWP-27-3549 CITY OF RENTON 1055 SOUTH GRADY WAY RENTON, WA 98057 The undersigned has approved this document for and on behaH of Carollo Engineers Washington P.C. Vice President JULY 2011 CONTACT PERSONNEL DAVE CHRISTENSEN WASTEWATER UTILITY SUPERVISOR (425) 430-7212 DRAWING LIST SHEET NO. DRAWING NO. DESCRIPTION 1 G101 COVER SHEET 2 G-02 GENERAL NOTES. ABBREVIATIONS AND LEGENDS 3 C-01 EXISTING SITE AND CONSTRAINTS 4 C-02 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN 5 C-03 DEMOLITION PLAN 6 C-04 SITE AND PIPING PLAN 7 C-05 PIPING PLAN AND PROFILE - STA 0,00 - STA 5,00 8 C-06 PIPING PLAN AND PROFILE - STA 5�00 - STA 10-31 9 C-07 MISCELLANEOUS DETAILS- I 10 C-08 MISCELLANEOUS DETAILS - II 11 L-01 BUFFER ENHANCEMENT i STREAM RESTORATION PLANTING PLAN 8 DETAILS 12 L-02 STREAM BANK PLANT SCHEDULE 6 LANDSCAPE DETAILS IW[el:3RIVIISMXVA11644-19I�&11"M GENERAL NOTES: BUILDING MATERIALS LINE WORK DRAWING CROSS REFERENCE 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK NEW OR EXLSTLVG STRUCTURES DETAIL OR SECTION M. AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. VIEW IN SECTION N N IDE NFIF ICATION NEW OR EXISTSTRUCTURES HIDDEN 2. U,NLESSDETAILED, SPECIFIED, OR OTHERWISE INDICATED ONTHE MATERIAL EXISTING REMOVE NEW DRAWINGS, CONSTRUCTION SHALL BE AS INDICATED IN THE APPLICABLE NEW ?I?LYG (f RI?LE LINES) D- TYPICAL DETAILS AND GENERAL NOTES. TYPICAL DETAILS SHALL A?PLY CONCRETE 1 EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON DRAWINGS. NEW PIPING HIDDEN (TRIPLE LINES) — - - — DETAIL OR SECTION TAKEN 3. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART ON THE SAME SHEET OF WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. SOIL NEW ?I?ING (SINGLE LINE) NEW PIPING HIDDEN (SINGLE LINE) — — — — — — — DETAIL OR SECTION IS ABBREVIATIONS VIEW IN PLAN (NEW SHOWN - EXISTING SCREENED) EXISTING PIPING (TRIPLE LINES) INDIEN CATED THE DRAWING AB ANCHOR BOLT O.C. ON CENTER ABC AGGREGATE BASE COURSE OD OUTSIDE DIAMETER — — — — — — AT TITLE AC ASPHALTIC CONCRETE GRATING S?AN ogycMEYT EXISTING PIPING HIDDEN (TRIPLE LINES) — AFF ABOVE FINISHED FLOOR PL PROPERTY LINE, PLACE AHR ANCHOR PNL PANEL TYPICAL DETAIL REFERENCE ALARM POC POINT OF CURVATURE EXISTING PI?ING (SINGLE LINE) BUBBLE AL ALUMINUM PSI POUND PER SQUARE INCH OTHER EXISTING PIPING HIDDEN (SINGLE LINE) — — TYPICAL DETAIL NUMBER APPROX APPROXIMATE PVC POLYVINYL CHLORIDE VIEW IN PLAN TYPIDEICAL ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS PVMT PAVEMENT AUTO AUTOMATIC EXISTING NEW EQUIPMENT OR PIPING CENTERLINE — AVG AVERAGE ROR RAD RADIUS DETAIL OR SECTION @ AT RDCR REDUCER WETLAND EXISTING EQUIPMENT OR PIPING CENTERLINE IDENTIFICATION REF REFERENCE N.L N BSP BLACK STEEL PIPE REINF REINFORCE (D) (ING) (MENT) NEW EQUIPMENT Ty. D-11 READ REQUIRED C CIVIL RWTR RECLAIMED WATER STREAM ETAIL OR SECTION CA CONCRETE ANCHOR NEW EQUIPMENT HIDDEN — — — — — — REFERENCE BUBBLE CB CATCH HANNEL SIN 5 SEWAGE CHECKVAL SOUTH SURVEY LEGEND (EXISTING LINE WORK) EXISTING EQUIPMENT CHNL CHANNEL SCV SWING CHECK VALVE - DETAIL OR SECTION IS 708E CITY CRY OF RENTON SO STORM DRAIN FOUND ON THE SAME SHEET CI CONSTRUCTION JOINT SDMH STORM DRAIN MANHOLE D4 WATER VALVE (D MONUMENT NOT TIED THIS SURVEY NEW FITTING CLOR4 CENTERLINE SE SOUTHEAST -6- HYDRANT DETAIL OR SECTION IS TO CLP CONTROL PANEL SIM SIMILAR AFIRE DEPT. CONNECTION ® FOUND CASED MONUMENT EXISTING TO BE REMOVED BE FOUND ON THE DRAWING CMP CORRUGATED METAL PIPE SPEC SPECIFICATION INDICATED CND CONCUR SS SANITARY SEWER, GRAVITY ® WATER METER j$( SET MAD NAIL/ALUMINUM WASHER POST INDICATOR VALVE STAMPED CONTROL' CO CLEANOUT SSFM SANITARY SEWER FORCE MAIN NEW PIPING CALL -OUT COMP COMPACTED SSMH SANITARY SEWER MANHOLE S MANHOLES SS/SD TYPICAL DETAIL IS TO BE ® ( ) Q SET 5/8' IRON REBAR W/RED FOUND ON THE TYPICAL CONC CONCRETE SST STAINLESS STEEL ❑ CB PLASTIC CAP STAMPEO'PACE CONTROL' CONN CONNECTION STA STATION O POWERAJTILITY POLE UNLESS OTHERWISE STATED. EXISTING PIPING CALL -OUT DETAIL DRAWINGS CONSTR CONSTRUCTION STD STANDARD F— GUY ANCHOR SOL TEST PR �\ AT CROSS REFERENCE coNT CONTINUE (D)(OUS)ORCONTROL sn STEEL ® SANITARY SEWER NOTES: CP CONTROL POINT S/W SIDEWALK ® JUNCT ION BOX CPEP CORRUGATED POLYETHYLENE PIPE SW SOUTHWEST POWER TRANSFORMER 1. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. A CPLG COUPLING p T ?OWERlTELEPHONE VAULT IRAFFK) CONTROL PLAN SHALL BE SUBMITTED TO THE CITY AND APPROVED BY KING COUNTY PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. CTWD COTTONWOOD TDH TOTAL DYNAMIC HEAD CENTERLINES TOC TOP OF CONCRETE O.M POWER METER CENTER LINES — 2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SOAS TO AVOID DAMAGE D DRAIN, DEPTH TP-# TEST PIT NUMBER ❑ TELEPHONE/TV RISER PROPERTY LINES OR DISTURBANCE. dBA DECIBELS ADJUSTED TYP TYPICAL RIGHT-OF-WAY LINES DBH DIAMETER BREAST HEIGHT qi GAS VALVE 3. A PRE -CONSTRUCTION CONFERENCE THAT INCLUDES THE CITY, KC ROADS, AND KC ODES SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION PROVIDE MIN 7 DAY NOTICE IT SHALL BE ODES DEPARTMENT OF DEVELOPMENT AND V OR VLV VALVE ® GAS METER EASEMENT LIVES — — — ( ) LOT LINES THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENFATIVE OF THE CITY OF ENVIRONMENTAL SERVICES VERT VERTICAL STREET LIGHT DITCH LINE .RENTON AND BY RESPECTIVE PERMIT HOLDERS.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS I,NADVANCE OF BACKFILLING ALL DEG DEGREE VLT VAULT WATER LINE CONSTRUCTION. X SPOT ELEVATION BET DETAIL VOL VOLUME SANITARY SEWER LINE ss DIA OR 0 DIAMETER b SIGN 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. RAm DIM DIMENSION W WEST, WIDTH, WATER o MAILBOX STORM DIN LINE KER S UBDIVISION LINES --- --- DIP DUCTILE IRON PIPE W/ WITH CDCDCX2 ROCKERY GAS LINE a 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN PERMITS OTHER THAN THOSE INCLUDED WITHIN THE SPECIFICATIONS PRIOR TO ANY CONSTRUCTION. DWG DRAWING WD WATER DISTRICT UNDERGROUND POWER LINES w OWN DOWN W/O WITHOUT CONIFEROUS TREE ❑T 6. A COPY OF THESE APPROVED PLANS AND SPECIFICATIONS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. WSDOT WASHINGTON STATE UNDERGROUND TELEPHONE LIVES UNDERGROUND POWER LINES/ unM E EAST DEPARTMENT OF TRANPORTATION 7. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF KING COUNTY/CITY FOR THE PREVENTION OF ON -SITE EROSION AFTER THE EA EACH UDECIDUOUS TREE TELEPHONE LINES NDERGROUND CABLE TV LINES ury COMPLETION OF CONSTRUCTION PER CONTRACT DOCUMENTS. EI OR ELEV ELEVATION % PERCENT ELEC ELECTRIC (AL) ICV IRRIGATION CONTROL VALVE OVERHEAD UTLITY LINES oN[ 8, IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE, IN EMBED EMBEDMENT CHAIN LINK FENCE o o PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. E NGR ENGINEER r-T-Y-n DRIP LINE WIRE FENCEz— E0P EDGE OF PAVEMENT WOOD FENCE EQL EQUAL — — SURVEY NOTES: EOPT EQUIPMENT HORIZONTAL DATUM: EX OR EXIST EXISTING NAD 83-91 BASED ON FOUND MONUMENTS WCCS 42832 (?ACE CONTROL POINT #2) A CONCRETE MONUMENT AT THE EAST QUARTER CORNER OF SECTION 14 AND WCCS #2900 (PACE CONTROL EROSION AND SEDIMENT CONTROL STANDARD NOTES: POINT #17) A 4- CONCRETE MONUMENT IN A CASE AT THE INTERSECTION OF SE 142ND STREET A14D 148TH PLACE SE. FLG FLANGE FRP F18ERGLASS REINFORCED PLASTIC 1. APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND VERTICAL DATUM: FT OR' FOOT, FEET LOCATION OF ROADS, PIPES, RESTRIC7ORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). NAVO 88 BASED ON CITY OF RENTON SM'RENT2127' BEING A FOUND ROUND CONCRETE MONUMENT IN A CASE AT THE INTERSECTION OF SE 142NO STREET AND 149TH PLACE SE, (ELEVATION= 363.72 FEET). GIS GEOGRAPHIC INFORMATION SYSTEMS 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/ESC SUPERVISOR UNTIL ALL CONSTRUCTION B APPROVED. LEGAL DESCRIPTION: HOPE HIGH DENSITY POLYETHYLENE THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 30 FICA HOMEOWNER'SASSOCIATION 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN O,NTHIS PLAN SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING. IF REQUIRED, PRIOR TO CONSTRUCTKJN FEET THEREOF; AND THE NORTH HALF OF THE ,NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY WASHINGTON; HORZ OR HORIZONTAL (SWDM APPENDIX D). DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE EXCEPT THOSE PORTIONS OF SAID SECTIONS 14 AND 15 HERETOFORE CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 9401G60822. HORIZ MAINTAINED BY THE APPLICA,YTF_SC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. ID INSIDE DIAMETER OR INSIDE DIMENSION 4. STABILIZED CONSTRUCTION ENT.RA,NCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL IE INVERT ELEVATION MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH ?ADS, MAY BE .REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO IN OR" INCH, INCHES .ROAD RIGHT OF WAY DOES ,NOT OCCUR FOR THE DURATION OF THE PROJECT. INV OR INVERT INVT 5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TOENSURE THAT THE EROSION AND SEDIMENT CONTROL STANDARD NOTES CENT: TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. KC OR K.C. KING COUNTY 12. ANY PERMANENT RETENTIONRDETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND 6. THE ESC FACILITIES SHOWN ON THIS ?LAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE COYSTRUCTION?ERIOD, THESE ESC SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH L LENGTH, LANDSCAPE FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G.ADDITIONAL COVER GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. LF LINEAR FEET MEASURES, ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION ETC.) AS DIRECTED BY KING COUNTY. MAX MAXIMUM 7. THE ESC FACLITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED ?.ROPER FUNCTIONING. WRITTEN RECORDS 13. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX OF THE SURFACE WATER DESIGN MANUAL. MDD MAXIMUM DRY DENSITY SHALL BE KEPT OF WEEKLY .REVIEWS OF THE ESC FACILITIES. 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE .REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FORTHE MECH MECHANICAL WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TORE SEEDED AND THOSE MFRS MANUFACTURER'S 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WLL NOT BE DISTURBED FOR TWO CONSECUTIVE DAYS DURING THE WET SEASON OR SEVEN AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE ODES INSPECTOR. MH MANHOLE, SANITARY DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G.. SEEDING, MULCHING, PLASTIC COVERING, ETC.). MIN MINIMUM MISC MISCELLANEOUS 9. ANY AREA NEEDING ESC MEASURES THAT DO NOT REQUIRE IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. MON MONUMENT 10. THE ESC FACILFT IES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH DURING THE DRY SEASON, BFMONTHLY DURLVG THE WET N NORTH SEASON, OR WITHIN TWENTY FOUR (24) HOURS FOLLOWING A STORM EVENT. NE NORTH EAST - NOOR It NUMBER 11, AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE NOM NOMINAL CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT4.ADEN WATER INTO THE DOWNSTREAM SYSTEM. NTS NOT TO SCALE NW NORTHWEST M ""I , AGENCY PERMIT SUBMITTAL /�^� EAST RENTON LIFT STATION �r JULY 2011 ® T W PACE ENGINEFRSINC ��U y g W� x YTs •� CITY OF ELIMINATION .,: Eo RENTON BURIED UTILITIES NAHEA AE PlannW dtlingFublic Works Dep[. PLEASE CALL BEFORE YOU DIG ®6MC� DATUM s/bu GENERAL NOTES, ABBREVIATIONS O4G-02 1,8004245555 No. REVISION BY DATE APPR AND LEGENDS "' o I I I I z I I I I _ CP 46 I 635D-10.6R/C N=177801.336 E = 1316600.520 ELEV =381.31 f I _ I 20'PERMANENT EASEMENT (TYP) N = 177929.79 \ \ E-1316596.21 LMf SOF I I � CONSTRUCTION 1`� � 6 �( _ (TYP CP#9 / t0' N=177408.22 635D-10.9R/C 38Q EASEMENT N-177613.380 / E=1316607.095--/ / / '�( 0 N=177422.96 ELEV=381 i7 // // / CP#12 --- E=13t6764.2t / // ,/ / 1635D-11.12MNM/ / I N = 177869.529 =' N =177453.38 / / 1 c. / / E = 1316685.320 E=t316765.i6 ,/ //),/ / ELEV=380.72 378 635D-0 -9RlC BRIAR HILLS // // N=i77717.766- / / E=1316745.522 No. 4 / / // // ELEV' 37a-yam'' = i=sz°Olno• L=390.29' C- 414 BRASS PARKSIDE COURT GENERAL NOTES: N = i76282.36 f A. EXISTING SURVEY CONDUCTED MAY 2009 IDENTIFIES E=131649553 I N=178349.58 TREES INCHES DBH AND LARGER NOT ALL TREES AND CP #8 I 1316495.8fi SHRUBBERY ARE SHOWN. LIMITS OF WETLANDS AND 635D-10.8R/C _-__ _ _ STREAMS ARE APPROXIMATE. N-178111.131 1316613.559 I B. ALL CONSTRUCTION ACTIVITIES SHALL BE CONTAINED F ELEV = 390.08 I WITHIN THE LIMITS OF CONSTRUCTION AND AVOID DIRECT CP#3 a, 1 WETLAND DISTURBANCE. 635D-10.3R/C ,N =178279.94 I '"I' C. ALL DISTURBED AREAS SHALLBE RESTOREDATTHE E =1316612.6 N=778036.852 Cl#7t2 P E=1316594.08 CONCLUSION OF THE PROJECT PER CONTRACT �1 635D-10.7R/C ; CP#2-BRASS DISC DOCUMENTS. ELEV = 390.63 B I I 6350-102MON O N0086 =17.601979 I I N=178279A81 1 = 1316601.979 -� = t376608.089 D. EAST RENTON LIFT STATION SHALL REMAIN IN SERVICE )OD PARK ELEV = 390.59 �-p \ - AT ALL TIMES THROUGH COMPLETION OF THE PROJECT. ELEV =392.67 CONTRACTOR TO MAINTAIN DRIVABLE ACCESS TO THE ,� I \ (DWN: 1.3') EXISTING EAST RENTON LIFT STATION AND ACCESS TO ALL f O I OF ITS FACILITIES FOR CITY PERSONNEL AT ALL TIMES. E. LOCATION OF EXISTING UTILITIES SHOWN IS BASED ON _ RECORD DRAWINGS AND FIELD LOCATES. ALL EXISTING m UTILITIES ARE SHOWN APPROXIMATE. CONTRACTOR q - - - SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AFFECTED BY THIS PROJECT PRIOR TO BEGINNING WORK. KEY NOTES: TERRAIN EAST AND WEST OF SURVEY IS MAPLEWOOD 3 (TYP) O PARK AND IS HEAVILY FORESTED SIMILAR TO W-iAT IS M1.: `R"`y;'• SHOWN ON EXISTLYG SURVEY. MA?LEWOOD PARK IS AN 1 „n:.`.`\`.'Y:``"-tL`.za ti: 2� '?a2;c'a•.: 'i �. O 00 T T >k• � � INACTNE ?ARK. LNTrsoFcoNSTRucnoNroEDCEOFExIsrcR.vvEL m WON EAST .4ROAD, UNLESS OTHERWISE INDICATED. 9 � 1 EO LIMITS OF CONSTRUCTION TO FENCE LINE, LESS \ ,`ate: q yy,� / LIFT STATION ' 0 \ ��.�``-`^: FACILITY OTHERWISE INDICATED. N =178289.76 _ - . _ Ir DISC W/ PUNCH ''` u� ` �y`{wai 1� 1�. �0J "'- 1 q INDICATED, OF CONSTRUCTION TO CURB, U-ESS OTHE.4WISE / �`� - � � yy �j ;x� -. .:_ O INDICATED. I 6350-11 .14MIC N = 177fi02.91 / / `�� :¢•`� - 'c. ��- �� -`-�.=� i i O' �Y` 1 \J 1`) o \ •-S-•,•.�n.�4 `:; • 1 N=177437.1 i3 / _=t3tfi777.18 v a`2.ya �1, O .b / ^� x`,�� / 1316728. i0 O CONTRACTOR STAGING AREA LIMITED TO EDGE OF \ ELEV = 374.17 I / / /`�`.=`, `rb` T ` i �( v�,. \T� ` �y�{ _ "`*'`iti`-``'`•': 1 �1 / G7AVEL DRIVE AND OTHER LIMITS AS INDICATED. / I (OWN : 0.31 (T"P) 4 / /'a;y-`,.,�A�y`. STEWART C. EEIK `8 T1_ ��•':�:-teaZ, / '�` `'t5`. •• ,`>:P. `7 t+"-„ / O6 LIMITS OF CONSTRUCTION THRU MAPLE WOOD PARK TO u !w =`h `�. / BEESTABLISHEDBYCfIY. CONTRACTORTO CP #5 MAINTAIN/PROTECT LIMITS DURING CONSTRUCTION: 148th LSE _ _ SRE ACCESS „ti`•,i�. :2:, -U•a:: f�ist. .e>. .+.•.t"w:`"-.. \\ \\\ `'�''�`.4 / I 1 / 635D-10.5RrC / T \-te a.=.w•~ }'�`^-t`�/ i' t`w ,:a.'�`,�i-`•i�'`^��. ;t1. 38 / )E -1316729.093 ELEV = 395.21 •.?`�, ��-'-`:��2:`.Z.-�`.. I `-y`: .,``.y`., i/r')- P 1 5 CONTRACTOR 0 STAGING AREA �y / ti-. - I / C? R/C _ N=t77612.94 , ^f` 4`~ ,..'`'`,i�". - ��`-�� - i i �: --�•�� // 635D-20R/C 96 1 i N=177a49.74 jI av`�tw.'t�.`�`£ `'`t.`.`-`.�4.4"c�:�`Y.�`;.`t`Y-`:•t'c^?>`�'."��ti.a``•t': III II �( / / 8162_,2 C qC? 23(TYP) -=13t62 -t 04R/C E635D LEV=369.00 I MAPLEWOOD N=178309.163 ti� 1:� cP#2z 1 y _=13tsa44.es 3 g �,�:�,.tiy.,•- .�(,�y �.,y %I� � F I / 'a• ) ra'1y` T ': �`:,�,�,o x��.y I � ► O I ESTATES v6846.654 ELEgoi.so N=777422.27 N=177955.496 E = 1316844.02 'C'.. A � .`°t`s-... E=1316824.221 0' % �o 0 =177407.03I .�¢a� ELEv=383.76 N 4. �y �•00.�( I E=1316818.97 1 635D-11A 1MNMl / 1 ' N=177587.910 .. _..-.._..-.._..-.._.\ ..-..-.. E=V ''"`�?:y�`:•@.� :. a.....q • `tp`^L`\ CP#23 635DJ123RJC MAPLEWOOD PARK O 0 / I 375.70t ELEV=37571:y N=177787.655 / ow E = 1316804,772 WETLANDS (FVP) i T �m ELEV=389.67 % - �, I \ / 1 1 \ / UNINCORPORATED ( CITY OF RENTON I a / KING COUNTY \ CITY OF RENTON µ / LIMITS I N=178329.69 j \ � KING COUNTY WETLAND AND STREAM BUFFER LIMITS = 1317054 44 \ - ---y ``~� \\ UTILITY AND ACCESS EASEMENT TO CITY 1 - OF RENTON I FILE: 8235C00-C-100 I \ `�. I ,yca 51/ 30' WATER I EASEMENT W.D. 90 % MAPLEWOOD.-ARK BOUNDARY I I I I M I`, AGENCY PERMIT SUBMITTAL ENGIN Py AMPA�EEEft6.VC =40 CITY OF e EAST RENTON LIFT STATION p� �a "'JULY2011 = T" RENTON ELIMINATION BURIED UTILITIES NAREA ��" ., n� DATUM PLEASE CALL BEFORE YOU DIG �sroru� B c� ?�nNn9BNaen9PNh6cwonsDeP1. EXISTING SITE AND CONSTRAINTS 1.800424.5555 NO. REVISION BY DATE APPR ..o.� '�"'�_`°°"" •^ a- GENERAL NOTES: PARKSIDE A. EXISTING SURVEY CONDUCTED MAY 2009 IDENTIFIES COURT TREES 6 INCHES DBH AND LARGER. NOT ALL TREES AND SHRUBBE RY ARE SHOWN, LIMITS OF WETLANDS AND 11 STREAMS ARE APPROXIMATE. B. ALL CONSTRUCTION ACTIVITIES SHALL BE CONTAINED �T WITHIN THE LIMITS OF CONSTRUCTION AND AVOID DIRECT / I WETLAND DISTURBANCE. C. ALL DISTURBED AREAS SHALL BE RESTORED AT THE / \ I CONCLUSION OF THE PROJECT PER CONTRACT -.._.._.._.._.._.._.._.._.._.._.._ DOCUMENTS. \ V D. EAST RENTON LIFT STATION SHALL REMAIN IN SERVICE AT ALL TIMES THROUGH COMPLETION OF THE PROJECT. TREAM DEWATERING CONTRACTOR TO MAINTAIN DRIVABLE ACCESS TOTHE 1 2 S•H ?LAN I \ EX' GEABT RENTON LIFE STATION AND ACCESS TO ALL � yM OF S FACILITIES FOR CRY PERSONERSONNEL AT ALL TIMES. / 0�41$ .y `"( ` I� `( O LOCATION OF EXISTING UTILITIES SHOWN IS BASED ON �� ` ` "'lll"` • 7$Il ��YYY"` f Q �• _ _ RECORD DRAWINGS AND FIELD LOCATES. ALL EXISTING ram- .� UTILITIES ARE SHOVWi APPROXIMATE CONTRACTOR ---- -- - - - - - - � SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES • g2 - O w- • - m AFFECTED BY THIS PROJECT PRIOR TOBEGINNING WORK. ♦ 1T I / / , ' - 1 F. FOR EROSION AND SEDIMENT CONTROL STANDARD NOTES, V' `' 3g SEE DWG G-02. 382 \ � PROTECT CATCH BASINS KEY NOTES: fJ O ALL IN -STREAM WORK WILL OCCUR DURING THE DRY nn ,.��/� MONTHS AND UNDER THE SUPERVISION OF A „ hti r r � 1 .F . -----.._.._..——,.�.._ "% W � � 1 += +"+ � , � �� QUALIFIED BIOLOGIST. CONTRACTOR SHALL / ��f-',--' � � N �y / �1i i� 1 .````+'•`�``:`:`�ti�i�,��.�` ':i`ta`,ti.`��3-`�>"�' � N O I DEWATER STREAM CHANNEL AND DIVERT STREAM / / T r FLOWS AROUND WORK AREA PRIOR TO ANY ' \ T:-�� +,t IN -CHANNEL WORK. A COFFERDAM CONSTRUCTED / S0.T FENCE 3 j i 1 T 1 �...,.�a` ;:,..;..`�i::'•' I / � i �9 � \ `'-` �.•:�, `fi,:' . `` a • _ EAST RE,VTON OF SAND BAGS OR SIMILAR MATERIAL SHALL BE LIFT STATION INSTALL EU UPSTREAM AND DOWNSTREAM OF THE cv FACILITY WORK AREA, STREAM FLOW SHALL BE PUMPED AROUND THE WORK AREA AND DISCHARGED c� o +�~+4 \` � � "-� DOWNSTREAM OF THE COFFERDAM. ANY SEEPAGE / '1-Z:•;`�``.x"��"�-: ':�2-;�"-`+. - "-4.+.,.-�`2� i ^I` ur9 „qj INTO THE NAD.RK AREA SHALL BE PUMPED AND DISCHARGED INTO THE DEWATERING DISCHARGE LOCATION. RE MOVE COFFERDAMS, PUM PS AND PIPING AT COMPLETION OF WORK. — — RIAR HILLS O_SET DWG C-05 FOR TEMPORARY STREAM CROSSING .,,i--+++:+��w'` / / DETA0.S. L SE•.�`:..',`��+�,'....:?:--"+�"-`` T'�` ..`, i = �-'s,1a`:a�a_� N�` N��-`'-Ya:� +,"�`., l / 2p, .+iti:�'Oa `':i >•'': •:�'`' -- a+. / / OCONTRACTOR TO LEAVE SILT FENCE AND OTHER EROSION CONTROL MEASURES 1Y MAPLEWDOD PARK Q m 2 +`-'�^yh2=.: '``•-`.�Y�^,�- � � _ `�`�```+ �C �__ q0' qTIC I � i � IN PLACE AT COMPLETION OF CONSTRUCTION. • ' n / `'+�ti�,+ I d tip~ gb — 3 1 EROSION CONTROL MEASURES TO BE MAINTAINED ,�r AND REMOVED BY OTHERS. � i '— ` — — — �` O,,y�y � T O O .,.•:..+yam` I I .>�-w � .��';� i/O- O �' I FENCE 2 PROT T CATCH 3 BASINS CONSTRUCTION I I F MAPLEWOOD 3j& w O ESTATES i I 2 �w MARL_ ,ARK +y N A GWOQD \ V:µ WETLANDs(rYP) conlsrRucrloN ENTRA�CE41 r.._.._.._.._.._.._.._.._.._.._.. A PLAN /' �` �� • I I FILE: 8235C00-C-100 I r TIC A AGENCY PERMIT SUBMITTAL PCEENo1N�S�8 CITY OF EAST RENTON LIFT STATION LoJLYzo„ -� RENTON ELIMINATION F DnruM TEMPORARY EROSION AND SEDIMENT o E-02 Planning/Building/Public Works Dept. CONTROL PLAN NO. REVISION BY DATE APPR •'� ''—��`" °` z GENERAL NOTES: S 0'41.'.A ; _ A. EXISTING SURVEY CONDUCTED MAY 2009 IDENTIFIES TREES z r I w, ; - a l• + 6 INCHES OSH AND LARGER. CONTRACTOR TO REMOVE ALL +, _ :L-'l- TREES AND SHRUBBERY WITHIN LIMITS OF CONST.RUCTION. IEM7 13 I WHERE TREES AND SHRUBBERY EXTEND OUTSIDE OF LIMITS 6350-10.W/t QPn 41 30`CPEP OF CONSTRUCTION REMOVE AS REQUIRED, BACKFILL WITH \r�,cl.l �„I g;I N-178036J62 635D-10.7R/C NATIVE MATERIAL. PROTECT AND RESTORE VEGETATION I 5 n l - 1 E-1A6617.612 N-17B10.0B6 CP(1 DISC ?ER SECTIO nN t-07.16(2)UNLESS OTHERWISE INDICATED. I ELEV-�0.0.7 LIMITS OF E-131660fA71 I 63.5D-ID. C0NST13JQMN (TYP EIEV-3B056 M-178M 1 M 14 I I i 1 6 DEC �t31 6 EXIST 60'0 MH 5314 079 B. EAST RENTON LIFT STATION FACILITY SHALL BE FENCED TO BEv_-6PREVENT ENTRY AT ALL TIMES DURING CONSTRUCTION. ' U•y 1 { 1 12 14 ��'� I 1 c-- v - c - (Dtl! 1.3) RIM EL = 395.92 \I Y N-17811.1]7 �c 1rCTW1A O 10'CTWD. +t INV IN = 384.17(WI C. EAST RENTON LIFT STATION SHALL REMAIN IN SERVICE AT 18' 1 /. ,`, -13,561 __ _ - `� - - _ _ INV OUT = 370.32(E) ALL TIMES THROUGH COMPLETION OF THE PROJECT. _ •r If ,� L `,/�'y- _-9 /- � ` o -�. o o e — CONTRACTOR TO MAINTAIN DRIVABLE ACCESS TOTHE D I' - f� ' + _ 1 --�-% — • ('� J `�4 / —_ 4_ �\\ \ TV-V/ OFITSFACILITIES FOR LIFT STATION AND ACCESS TO ALL -0d"Citl6 -Qy _ -�A- _ _ D. RELOCATE ALL SIGNS AFFECTED BNB N. ,`` PERSONNEL AT ALL TIMES. ® _ Z TP-4�/"�(�1 - r ^ `, `.` ` ;�, 7 /• RE -INSTALL AT COMPLETION OF CONSTRUCTION. Lrr f11 `____-/ \ 3• \ qpr\\ GAS YANU! =�— —tR1L , f, { DVS ,, I ® 2- cn KEY NOTES: m — L �'-` —/� _ _ yT"• —� ,I �` ' �' I i O TEMPORARILY REMOVE ROCKS TO FACILITATE ACCESS. 2' 6",IO'�1 r, REPLACE AT COMPLETION OF CONSTRUCTION. ET, L r, c AfEYi I I 14 2r 14" \ l I 7� i I ��i� 2 TEMPORARILY RELOCATE FENCE TO FACILITATE r I W I I ec�i ' 1 O� ' m G Spy O Xy� � O �-- `__ INSTALLATION OF SEWER AND OTHER CONSTRUCTION 14 ) h 11 �/ �� ]0 /'- '�!\+� -h � - `Cd ��x I 2'- I`�• ACTIVITIES, REPLACE AT COMPLETION OF CONSTRUCTION. Q I /1 f" ":" " "\ >r:1 N J I .::::'-:'::::::'::: ' ../ E 3maEP04s�-36a76 Q I O3 REMOVE AND REPLACE WITH NEW SS MH. SEE CIVIL DWGS FOR DETAILS. � REMOVE 8' SS AND INSTALL NEW SS. SEE CIVIL DWGS FOR r•... 10, DETAILS. I :-1 �T1 4 i 1 V F "P 5 ABANDON 2 SS. SEE CIVIL DWGS OR DETAILS. / 1 _ W i - F - / 6 SEE DWG C-OS FOR MH MOD( (CATIONS. REMOVE INSIDE g DROP CONNECTIONS PRIOR TO MH MODIFICATIONS. i r_ � 7 REMOVE AND REPLACE MONUMENT PER CRY STD PLAN O o HR-Oa, SIM. EXTEND GONG RING TO GRADE, NO AC. Ir I .:: i 4r �� "M 4PLE n. Uc�D MONUMENT SHALL BE LOCATED AND RE-ESTABLISHED BY /� A LICENSED SURVEYOR. ha 11YP� f O ESTHTES % �— / r M 8 AC PAVEMENT RESTORATION LIMITS. SAW CUT MIN 1'4Y li 0 BEYOND EDGE OF TRENCH. ' �, �j 9 EAST RENTON ODE. —MISSION AND DEMO EXIST LIFT STATION PER O i 10".16' LiFI STATION y. - J� SUBSECTION 10 01738 AFTER SUBSTANTWL COMPLETION FACILITY ..... ........... .'..-...-'. y''/ I OF SEWER PIPELINE. -'`I- - - ' t0 REMOVE WOOD FENCE, METAL GATE ANO WOOD POSTS TO (� I FACLITATE EQ?T ACCESS. SEE CIVIL DWGS FOR "�,•.': � / / ,' {r 9 1 110 EXIST 60'0 MH 5314 080 REPLACEMENT. I lIk - RIM EL=394.91 fT I-:`::-.1: -`:: \ _�� .1. IV IN=369.71(Nn 11 SEE DWG C-04 FOR GRADE SCARIFICATION AND STRAW ,, I / I INV IN=3C,9'.(E) pc _ - REQUIREMENTS. _ o a Zj o ----- - - -� _ L m D D •� �� ti�il4f1r 8 Q, _ or- 121. / �•V / 2f( IZ �1 RBbA4.12 LU / / r E 37as2 CP/I4-RASS DISC M/LWM IE 389M 63513-11.IAW E 3(KN-177 I LIMIT3FsrRu•cnoN (TYa) E 3WCUP(5}-M&02 E-1318.19 Xf _ Ei£,-37.17 0- ' 3 8 0 - ,�• LIMITS OF CONSTRUCT N (TYP) 07�6 / / \ ` StEDAR _— / \ \� / / O Y If V"ll ALK CONE WALK —c 2'PEA P D / P O'pz o Rg1FD CURB N / / / f�i 831N-IT7 59in V, 1` N=177BfiA329 14 +h?LSE — E-3753 •• - / / �:::::\ r E=d318685.32D ElEV=38(1.72 c9lmanSSDIE E ]0'ClP(5}370.7D 0 �u B i • 635D-11.111M/d1 3 EXIST MH 5314 086 ClR0N373JA7 N-17758).910 RIM EL=375.95 E B"0P(Slll) 71.73 E-1316603.701 IE OUT=367.60(S) / P ElEWW 375.71 - / CPp0 EXISTMH5314090 _ I /` 11-177717.766 RIM EL = 374.53 EIEY-37622 '• : '':.::.: 48"CFD /:..1::.'::.f.:: INV IN=365.03 (N, E.W) IW 0UT=365.03 (S)�EIRIED GAS PIPEUNIE PLAN'..:. SCALE: t' 20' FEE: 8235C00-C-100 AGENCY PERMIT SUBMITTAL 4otR�\Fi su"PAGE ENGINEERS. No 1` 20• .oveox.un an>r EAST RSTATION w*EJULY2011 Q�� UU n i F-ram •"� - CITY OF ELIMINATION E.1RENTON BURIED UTILIT IES N AREA 'D TR2Er`" _,,,�gMc � DATUM plaRRingffiuftr�ubflc Works Dept. DEMOLITION PLAN PLEASE CALL BEFORE YOU DIG 'flOKAL 1.900424.5555 NO. REVISION BY DATE APPR I I i i A I PARKSIDE GENERAL NOTES: I r I c-D7 COURT Z I I N = 178349 58 A. EXISTING SURVEY CONDUCTED MAY 2009 IDENTIFIES I N = 178282.36 TREES 6 INCHES DBH AND LARGER. NOT ALL TREES AND O E = 1316495.53 E = 1316495.86 , SHRUBBERY ARE SHOWN. LIMITS OF WETLANDS AND STREAMS ARE APPROXIMATE. / I ( B. ALL CONSTRUCTION ACTIVITIES SHALL BE CONTAINED SEE SHEET C-05WITHIN THE LIMITS OF DIRECT WETLAND D STURBANCECTION AND AVOID --�F C. ALL DISTURBED AREAS SHALL BE RESTORED AT THE i I I I / I I CONCLUSION OF THE PROJECT PER CONTRACT / \ 2'PERMANENT N = 178279.84 `V, / N = 177929.79 "1 EASEMENT (TYP) / E = 1316594.08 I I DOCUMENTS. I / E= 1316596.21 \ I / I I \ SEE SH E ET,1C-06 I I D. EAST RENTON LIFT STATION SHALL REMAIN IN SERVICE A7 ALL TIMES THROUGH COMPLETION OF THE iii / 1�5' SS 3 C-08 I I I PROJECT.CONTRACTOR TO MAINTAIN DRIVABLE ACCESS LIMITS 2 \ I TO THE EXISTING EAST RENTON LIFT STATION AND C0NSTRUCTIO 1` $ �C __ — ACCESSTOALL OF ITS FACILITIES FOR CITY PERSONNEL L1 _ YP ` �`-.--_ - - —� A— AT ALL TIMES -- 1 ? --- - - ----- - '\� 9A _ - f-r- -_ / I " V e _ _ _ — r — — — — — — — E. LOCATION OF EXISTING UTILITIES SHOWN IS BASED ON u RECORD DRAWINGS AND FIELD LOCATES. ALL EXISTING Ow+ST�c�O�-- �3+00 2+50 \ 2*p0 1+50 12• 5 5 I UTILITIES ARE SHOWN APPROXIMATE. CONTRACTOR 0m§CTION / +5p_ / \ 3g , SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES 3BB_ I EASEMENT 1( UYFd_� .Ar ,i AFFECTED BY THIS PROJECT PRIOR TO BEGINNING J(\/_ r T WORK. NN a 11 I / 1 l L IG�o7,/p :� �,y78 ° a>• , I F. INSTALL BURIED PIPE IN ACCORDANCE WITH CITY N=177929.97 E = 131662STANDARD PLAN 405. BACKFILL PIPELINE BETWEEN STA / 1 621 ,8r� C'3 I 1 I I 0+75 AND STA 3+50 AND STA 8+60 AND STA 10+30WITH N-177422GRAVEL BORROW PERSECTION -03 4 11 BACKFILL ALL 9 13167�21.6 OTHER PIPELINE WITH NATIVE MATERIAL WHERE — 17745328SUITABLE, REMOVE ROCKS AND OTHER DEBRIS 4 INCHES ru O I AND LARGER. OTHERWISE, BACKFILL WITH GRAVEL m I BORROW. COMPACT TO 92°h MOD BETWEEN STA 1+00 SEE SHEET C- EAST RENTON AND STA 8+58, AND 95 h MDD PER ASTM 01557 FOR ALL LIFT STATION OTHER PIPELINE. FACILITY / / / ® ° \ y' G. PIPELINE EXCAVATIONS SHALL BE CLOSED UP OR \ N = 178289.76 I PROTECTED PER SECTION 1-07.23 1 A7 THE END OF BRIAR HILLS / ; w (r �9c a° m1316727.7p ) I NO.4 I I EACH WORK DAY. J / N = 177602.91 / / / — — — 0 178321.61 / KEY NOTES: N = 177408.22 i E = 1316777.18 r — .. ��11,,,� r , \ i 1 �( E = 1316728J0 E=1316781.00 / I ).. T 4' STEWART / I JO1� SEE PLAN FOR BYPASS PUMPING DETAILS. PROVIDE TEMPORARY CHAIN LINK GATES WITH DO NOT 3 / ENTER, CONSTRUCTION SIGNS AT ALL SITE ACCESS LOCATIONS. LOCK GATES AT THE END OF EACH WORK 4— 148th PL SE • \\ \\\ ": / I DAY PROVIDE TRACER WIRE AND UNDERGROUND WARNING ` n I b �� 3✓ ��I "r' ) I TAPE PER SUB -SECTION 10.15052. SEE DWGS C-05 & C-06 0 O / 7,�/..v �='-' FOR TRACING WIRE STATION DETAILS 15" SS 5 2 °�1,� UPON FINAL COMPLETION OF CONSTRUCTION, N = 177407.03 CONTRACTOR TO SCARIFY EXIST GRADE FROM STA 1+00 E = 1316818.97 N = 177612.94 �( I I E = 1316819.79 ` yf I ( TO PAVEMENT AT 148TH PL SE WITHIN THE LIMITS OF N = 177449 14 1 �( �1/ CONSTRUCTION AND COVER WITH 2 INCHES CERTIFIED E=1316B44.86 f -'%K \ i / �of� O MAPLEWOOD WEED -FREE STRAW. I I N = 17742227 I 378 m j�(( w 8� I\1 rj9a ESTATES O PROVIDE UNDERGROUND WARNING TAPE PER E = 1316844.22 u1 1p T I SUB -SECTION 10.15052. ,- I—-----�--- --J �ea\1 10N�to�x Cad I � �I I I WETLANDS (TYP) \ E = 131704235 I I / / E = 1317054 44 PLAN 6 `` r. A i — — SCALE: 1' 40' ) Cl FILE: 8235COOC-100 . I � I AGENCY PERMIT SUBMITTAL Zti }`. PACE ENGINEERS. INC 1"-40, wy CITY C EAST RENTON LIFT STATION �: r'- li I T IY 0 r yL=DULY 20,1 m 7 0,%' `u RENTON ELIMINATION BURIED UTILITIES IN AREA �o R�rasce+�_'.c, � rr. Em DATUM PLEASE CALL BEFORE YOU DIG �s10NAL �,R" aoe>9MG Planning/Bullaing(Puhllc Works Dept. SITE AND PIPING PLAN ��C-04 R 1.800.424,5555 NO. REVISION BY DATE APP GENERAL NOTES: j1y 1 \ A. INSTALL BURIED PIPE415. IN ACCORDANCE WITH TW STANDARD PLAN 405. BACKFILL PIPELINE BETWEEN STA / I 0+75 AND STA 3+50 AND STA 8+60 AND STA 10+30 WITH GRAVEL BORROW PER SECTION 9-03.14(1). BACKFILL ALL / OTHER PIPELINE WITH NATIVE MATERIAL WHERE SUITABLE. 11.25° HORZ BEND REMOVE ROCKS AND OTHER DEBRIS 4 INCHES AND STA 4+91.01 N = 131661 A27 E =1316616.39 / mu u c a I ' IE=390.7 � LARGER. OTHERWISE, BACKFILL WITH GRAVEL BORROW. COMPACT TO 92%MDD BETWEEN STA 1+00 AND STA 8+58, NO PER ASTM DI 557 FOR ALL OTHER PIPELINE. A,NO COMP .I 11.25` VERT BEND - � I STA 4+3fi 1 635D-7O.JR/C 11.25° VERT BG_ N-176036.852 , . , ,. , i , - E-131661 .852 . is tl' , . .. STA 4+10 CP/7 6350-10.7R/C N=178210.065 TEMPORARY 301CPEP ck TRACI`!G WIRE p STATION CP Wi DISC 7 l /2- B. LP4IT PVC JOINT DEFLECTION TO A MAX OF HALF MFR5 - 6' NI=;77956.,)4 `_�. 14 / _ _ 3;66t 6.0 D �v t I :, (l 1t. 14. \ ` 11 fi , 1 I' I 16 EIEV-390.63 B E=I S76fi01.979 N=t7 9 2.0 STREAM tYALDER 12'CE Elc'1�-390.59 ! .90 C-07 CROSSING / 1' �� I4 � � 72 _ n ' �� _ 1,�• (�'J( 6.OEC 8'CiMD. `�. /C 'S'1{(`t I OAR cc s I 63W-102N " N-176179. E-1316608. MANHOL (D*t 1.2.6 C. {)7 CHANNELI G B .RECOMMENDED JOINT DEFLECTION. C. PIPELINE EXCAVATIONS SHALL BE CLOSED UP OR PROTECTED PER SECTION 1-07.23(1) AT THE END OF EACH WORK DAY. ` 12• `12 1< 12 2 {n��y�C 731661 559 c 12'CiNil. 10'CiXO.kR y_ -\ - - ; (� ` - , , EXIST 60'0 MH 5314/079 6' \--- 9 `" "" C ! i -10 -- - 15'SS - ///''''''\\\ \ ` ? "°. J STA 0+75.77 o o - a-}e- 'J m--- i-- { \ �_-� \ KEYNOTES: Cn - - - � -�- - -� ,` _ < 1 > ABANDOYED ; Y SS. FILL WITH SAND +Ln _ '_ �- - 2+50 2 0 1-50 3 -/ 2 CONTRACTOR TO VERIFY DEPTH BY POTHOLE PRIOR TO CON CONSTRUCTION. 4' ®� J -� \ 3+50 ^�� 3i00 - - _ _ _ - I ,\ 39�w N7 r \ m 1® J�.J ®/� - ®J m �•• - -S - `, CORE DRILL AND CONVECT NEW SANITARY SEWER PIPING WITH KOR-N-SEAL BOOT WITH SST CONNECTOR, OR EQUAL. m1�. \ m \ , ` ��II _ \ _ - l \ �- / 16 / 4. 2' 2 16'.20• 12 0 O o I l I �9C r- 4 REMOVE MH CONE TO FACLITATE CONSTRUCTION O I - .•• i - �•=4".'+" I I� I4 12 / i ��'i 8• 8.-- 22 cz)c 1 1 14' \ l / �s `\ ` ( I (� IE-391.35 sp I / �L G JO•CPEP- ACTIVITIES AS REOD. REINSTALL TO MATCH EXISTING. SEAL WATER TIGHT. m-II W Co 14 ....:.::.::: RIIk395.34 _ j " " " _'' " _" _'' '' IE 30•CPEP(1 SW)-390.79 4 I `} `S'-:.'-�:--:.'.'::-'-''�:-':::1 � 0 Li o ` 5 CHANNEL ?ER CITY STD?LAN400.t. INSTALL HYDROPHILIC WATERSTOP HORIZONTALLY , t, 10 I 1 14 .:.:.'-.'.'-..-.'.::.0::-::-::-:::: -:::::::::: 1::: ? 1 12• R ,jQ1jE AROUND INSIDE FACE OF EXIST MH, MIN 12' BELOW INV OF 22 CHANNEL, MC-2010MN BY ADEKA, HYDROTITE CJ-0725.3K By , \ - -4/ / \ I / 34'CEOAR I \\ '::'i P I I a 4y GRE ENST BEAK, OR EQUAL. ADHERE WATERSTOP TO EXIST MH USING A SINGLE COMPONENT WATER -SWELLING SEALANT, ULTRA SEAL P-201 BY ADEKA, LEAKMASTER LV-t BY GREENSTREAK,OR EQUAL. AFTER CONIC HAS TAKEN jQ O(J 14'- - I g -- - INITIAL SET, SEAL JOINT WITH SYNTHETIC RUBBER SEALING COM'OUND SIKAFLEX 2c NS OR SL,OR EQUAL PER Si88 �LJ 32 hr� / S ' 1(-,x .......... ... .. _ .,.:.'Y -:-: ---I 16'�D' L, �r I%lAPLE Vb l.1(?D co 7 t-- zoj zo �/ }, ::`ii! "' "'''' :.r1 , ESTATES 4. 110 PLAN_AST RENTON SCALE: 1-=20' - EXIST 60'0 MH 5314 080 LIFT STATION STA 0+00.00 FACILITY FILE: 8235C00-C-100 424.23 LF I I = I I 75.77 LF 395 i Z z m a o Z Z o =_ - - - 4 4 395 _ °s >� APPROXIMATE EXIST GRADE - f a irW aNA O 390 V 12' PVC SDR 35 390 STEWART CREEK > OU 2 - 6 •- 5 6 385 LOU - 385 -• 12"SS@0.003 2 I 15• SS @ 0.007 MIN MANHOLE CHANNELING .`i F0.L WITH toutrva z) 380 C-07 `'t 380 C) 375 ul 15' SS @ 0.009 MIN 375 J U Q I 370 370 15' PVC SDR 35 365 365 I - R 360 360 STA 5+00 STA 4+50 STA 4+00 STA 3+50 STA 3+00 STA 2+50 STA 2+00 STA 1+50 STA 1+00 STA 0+50 STA 0+00 PROFILE M. SCALE: HOR¢: 1'=20'VERT:Y=S' AGENCY PERMIT SUBMITTAL A„ �� 1 ~�UU FLE: 8235C00-C-100 PR®EENGINERS.WC o,�o, „� AS INDICATED TM M� �,6 Y EAST RENTON LIFT STATION CIT I OF JULY 2011 RENTON ELIMINATION BURIED UTILITIES NAREA CALL BEFORE YOU DIG EDL _„E_ I�PLEASE 6MG PIanning/Bu6ahgNuDllcWoNsDept. PIPING PLAN AND PROFILE- STA 0+00 - STA 5+00 DM�C-05 1800424.5555 NO. REVISION BY DATE APPR 2 2 2 pA GENERAL NOTES: - A. INSTALL BURIED PIPE IN ACCORDANCE WITH CITY STANDARD Di 2 'o PLAN 405. BACKFILL PIPELINE 4. (i BETWEEN STA 0+75 AND STA 3+50 14• j ,1 -r/C n Op-•,68PA 7;J ` . AND STA 8+60 AND STA 10+30 WITH 801318 �s Z GRAVEL BORROW PER SECTION3. ^'' / ' ,/ •y y�.� 1� Ftf�f888Q57D-- I`...'11 '1�` N 9-014(, ). BACKFILL ALL OTHER •, • PIPELINE WITH NATIVE MATERIAL / ^ � _' /` 1 0 0TR. /• � V ' • WHERE SUITABLE. REMOVE ROCKS Br 1.4R HILLS / 11.25°HORRZ BEND STA 7+91.99 `__1 ': / �_--�� / • •------ 24" .• '�'r-- --�- D AND OTHER DEBRIS 4 INCHES AND [� °i ! (T LARGER. OTHERWISE, BACKFILL / L N=177642.663 E =1316755.79 / % tY v�. , �`,. O 10 TUOT2% MOD BETWEOY STAt+00 AND SUH R81-374.12 ( I E 8'08'(IE}J70.Y2 _ 4 OVERLAY AND GRIND i'24+ - _/_ �/ STA 8+58, AND 95%MOD-PERASTM / `_ 5 U 01557 FOR ALL OTHER PIPELINE. E IY E 37852 ° E tYOP(W}389.82 ��/8II�yuss 8� p 838D-f1.1418G 11.25' VERT BE STA 8+00 I / yqp� � �` m - `` m E 38' 8.02 ON(Hr38 E 30'OP(S}]661 11-177137.113 F,J76801.f07 N = 17763825 / � C0. _ O�� PARKS p -"• B. LIMIT PVC JOINT DEFLECTION TO � 5+ (!J MAX OF HALF MFRS RECOMMENDED ! o j 1 EiEv-37�,7 (� OA I ' .. E=13, 6762.48 11.25°> m 5" SS ! - / I ! / JOINT DEFLECTION. I �`� �m 3 8 0 - _ / ►S m • • f2Y'` - C. PIPELINE EXCAVATIONS SHALL BE ' STA 8+ N =177623. 6 'E-='91•G� tt!--?' Y J ` 8'CMAR / ' 1 _ 6�00 / () CLOSED UP OR PROTECTED PER / t / 18,�� _-_= b SECTION -07.23(t) AT THE END OF LT�(-� fY 11.25° HORZ BEND EACH WDRI( DAY. ` STA 5+67.86 KEY NOTES: -p 2 °5 2TE1 P --0 R41FD CURB ° ° -�- - 148th PL. SE 4 (TYP) / } E=3)1 / / 1 - / / N=177825.73 / / - - - _ Wd16631.84 P O CONTRACTOR TO VERIFY DEPTH BY 6` ry eSN-477 M5211 T'\ I� I 1�177869.519 POTHOLE PRIOR TO COMMENCING - - - ® WWI, (:; \ f E-13166OU20 CONSTRUCTION. ElEV-3=72 EXIST C8 ROhT7S.60 E WMP(H}3M35 11.25° HORZ BEND / E 3COP(S}310.10 � STA 7+12.92 11.25° HORZ el:.ND .'.� / ° O CUT UPSIZED PENETRATION -11 STA 6+46.9 POWER SAW, NO HAMMERING d 0 ]EDi/ N=17769823 � � .. / 15"SS N=177752. _ � � �� ALLOWED. CONNECTNEW 10+ 15" SS COm INX `` C200 T. CINGWIRE TYP1 STATION \ ,316699.54 _=131666 55 i ` ( /e SANITARY SEWER PIPING WITH NPC WATERSTOP GROUTING RING, OR pP EQUAL. FILL VOID WRH GROUT. \ _ _ z 6 r Y ! ° O INSTALL NEW 60" SANITARY V MANHOLE PER CITY STD PLAN C-07 11.1IMN/r IFj 3 MH05314086 / / \ i " t- 1 �400.1. a IE 8'CIP(CO 7153 SWpJ71.73 E 1318a0S.870I t3EM•375.71 STA 8+57.86 \ �� '' / O AT COMPLETION OF CONSTRUCTION, PROVIDE 1 1n' \ CPFO �- ��!°. :•_�_-_ OVERLAY FOR ALL PAVEMENT w, % S� KI-17M91t� y � �/ e ^ " :^1a• :::::: / /::: WITHIN LIMITS OF CONSTRUCTION. ..- . : : � �: � �: � �;.: GRIND EXIST AC 5 FEET FROM ALL ,,// E-I>f8745b22 E1EV-]7622 \ r! . !! r! /::::::::: ..:: ::'::._:: :.'; ::;::; .} ,.:; _.. _.; CURBS. I �••!�, C.5J REMOVE CHANNELING TO MATCH BURIM GAS '..:'::::..}::':::: k - A. - - - -- -.-. -. - ..-6 PPp/1E �.':.:':: UPSIZED PIPE DIA. RECHANNEL PER CITY STD PLAN 400.1, SIM ` CHANNEL ONLY, AS .READ. PLAN TALL - CHAIN -LINK GATED ANDFENCETO SCALE 1' =20' - CURB EDGE PER WSOOT STD PLAN FEE: 8235C00-C-100 - L-30.10-0OAND WSDOT SECTION 8-12. 172.31 LF I 109.66 LI I 250.0 LF 385 z �- 1 w W_ ❑ z � ❑ z "' m ❑ w APPROXIMATE m-------- ❑ z m 385 n sJCISTING Q� - >s >.��i d 0� �T. 60� GRADE n 380 - - - - 380 APPROXIMATE EXISTING GRADE w a 6a � O U 375 15" SS O.W9 MIN I I W 375 U) W UJ 8 U 370 1 1 �p>� -- 370 `� + 5" SS @ 0.009 Q 365 I 15" SS @ 0.0143 U UJ 365 F- Z 5 Lu U Q 360 W L13 360 - 15" PVC SD.R 35 (A 15" PVC SD.R 35 U.I W Z J 355 z ? J = 355 U F U c 350 " n -� Q m X i z - - 350 STA 10+50 STA 10+00 STA 9+50 STA 9+00 STA 8+50 STA 8+00 PROFILE STA 7+50 STA 7+00 STA 6+50 STA 6+00 STA 5+50 STA 5+00 SCALE: HORIZ:1"=2°VERY:,"=5 FIE: az3scoo-c-loo AGENCY PERMIT SUBMITTAL ///„//L I� �� PJ(tl o °f ilgy f. n y P"SEE"G'"�"�"C xE �a°u•r�A / �/ C EAST RENTON LIFT STATION .. ,m AS INDICATED F6 CITY OF `J�Y20,1 L tx -� RENTON ELIMINATION BURIED °TILmeSINAREA hcm74� ' PLEASE CALL BEFORE YOU DIG �°RV, E' �64W32° � °ATOM PlanningiBuading/'uhlicWor"Dept. PIPING PLAN AND PROFLE - STA 5+00 - STA 10+31 pM C-06 18004245555 NO. REVISION BY DATE APPR ""- """"'=`° ems. - eE 31NCHES CLASS 314" HMA WSDOT SECTION 9-03.8 TEMP BYPASS I IPUMPING SYSTEM f 3-INCHES CSTC PER WSDOT SECTION 9-03.9 (3) CHES CSBC PER WSDOT EXISTTION 9-03.9 (3) MH 5315135 I \ / 2 NEW AC PAVEMENT RIM EL = 398.0 ,: 1 2 CL CHNL 12' (N, E)=386.39« SCALE: 3/4" = 1'-0' i <3)(TYP) FILE: C-07.dwg SLOPE SLOPE i% (TVP) EXIST 60" -F, 1� ( 15SS }' � MH 5314079 12" SS -- `� UT' 1 MANHOLE CHANNELING COARSE - - - AGGREGATE 1/2" DIA OF PIPE OR AS _ C-05 SCALE: 3/4" = V-0" c FILE: 8235C10-C-08 NEEDED TO SUPPORT r - ® EXIST GRADE VOA AT WHICHEVER IS 1-50 I 1 96,f -Ti-il o 0 0 0 0 o Iil-lii=i� II=I II" GEOTEXTILE FABRIC QUARRY SPALL :III-III-L I�-17 Q I -III-III- .-III- TEMPORARY 8"0 PIPE qIIII-III_,_ ,,_,,,_- .. ' I I I-1 I-1 I= ,, 1I , I -I I� I I -III -III- CULVERT 1I- / O EXIST / 54 RI 1 RIM EL =0.20 CL CHNL 10" (E. W)=387.20 A PLAN C-04 SCALE: 1" = 20' FILE: 8235C00-C-100 C SECTION 6 SCALE: 1 112" = 1'-0" KEY NOTES: OTEMPORARY BYPASS PUMPING MANHOLE. MAX NOISE OF TEMPORARY BYPASS SYSTEM SHALL BE 45 dBa AT NEAREST RESIDENTIAL PROPERTY LINE. FIELD VERIFY DIAMETER OF MANHOLE. OLOCATION AND DATA FOR EXISTING MANHOLE IS BASED ON CITY OF RENTON GIS DATA AND IS APPROXIMATE, CONTRACTOR TO FIELD VERIFY. O CHANNEL WITH CONCRETE. CHANNEL HEIGHT = 12 INCHES. 4O BYPASS PUMPING DISCHARGE LOCATION. ROUTE PIPING TO INVERT OF EMERGENCY STORAGE WELL. TEMPORARILY SUPPORT PIPING AS READ. OCONSTRUCTION OF TEMPORARY STREAM CROSSING IS PROVIDED TO FACILITATE EQUIPMENT ACCESS ALONG PIPELINE ALIGNMENT. CONTRACTOR TO INSTALL PER GENERAL DETAILS SHOWN ON THE DWGS AND PER BEST MANAGEMENT PRACTICES. SUBMIT TEMPORARY STREAM CROSSING TO ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. REMOVE ALL MATERIALS FOR TEMPORARY STREAM CROSSING PRIOR TO STREAMBANK RESTORATION, OCOMPACT CSBC AND CSTC TO 95% MCC PER ASTM D 1557. O7 COMPACT HMA TO AT LEAST 91% OF ITS MAXIMUM THEORETICAL SPECIFIC GRAVITY (RICE DENSITY). OCONTRACTOR TO COORDINATE WITH LOCAL HOA FOR STORMWATER DETENTION POND ACCESS. OTEMPORARY BYPASS PIPING. CONTRACTOR TO ROUTE ABOVE GROUND AND SUPPORT AS REQUIRED. 10 SEE STREAM DE WATERING PLAN FOR COFFERDAM DETAILS. ADD VISQUEEN SHEET OR EQUIVALENT TO FUNNEL STREAM FLOW. 11 VISQUEEN SHEET OR EQUIVALENT AT OUTLET OF CULVERT. 12 EXTEND CLSM TO 5 FEET OUTSIDE OF STREAM. 13 INSTALL CONCRETE CUT-OFF WALL AT END OF CLSM. B TEMPORARY STREAM CROSSING VQ-Ds SQALE:,/2"=''-0" AGENCY PERMIT SUBMITTAL .fFILE: 8235C10-C-08 BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 1.800 424.5555 GENERAL NOTES: PLAN SCALE: NTS FILE: 8235C10-C-08 FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" BY 2" BY 14 GA. WIRED FABRIC OR EQUIV. 4 FILTER FABRIC MATERIAL 4 2" BV 2" BY 14 GA. WIRE FABRIC OR EQUIV. I I NUB BBO 7ORENCH LT R MA ' II6' YAX. II 2 2" BY 4" WOOD POST O6 2" BY 4" WOOD POSTS, STANDARD OR PROVIDE 314"-1.5' ASHED GRAVEL BETTER OR EQUAL ALTERNATE O BACKFILL IN TRENCH AND ON BOTH SIDES SECTION OF FILTER FENCE FABRIC ON THE SURFACE 2 SILT FENCE DETAIL AND NOTES C-02 SCALE: NTS FILE: 8235C10-C-08 SACKS SHALL BE R10 JUTE BURLAP OR APPROVED ALTERNATE FILLED INSTALL TEMPORARY FILTER FABRIC WITH 48 TO 55 LBS. OF PEA GRAVEL BACKFILL FOR DRAINS. BETWEEN FRAME AND GRATE OF ALL CATCH BASINS AND INLETS INSIDE INSTALL APPROXIMATELY 3 FEET INSTALL TEMPORARY GRAVEL BEFORE OR ADJACENT TO DISTURBED AREAS. ABOVE CHANNEL INVERT. ALIGN GRADING PHASE OF PROJECT, LOW POINT IN DAM WITH CENTER REMOVE PRIOR TO PAVEMENT OF CHANNEL. INSTALLATION e" MIN. ADD VISQUEEN •�• • THROUGH FILLED p c � BURLAP SACK STACK NOTE: ONLY INSTALL e TEMPORARY GRAVEL AROUND CATCH BASINS IN UNPAVED • . r, PLACE SACKS FIRMLY AREAS. USE FILTER FABRIC TO ` AGAINST GROUND LINE PROTECT EXISTING CATCH AND ADJACENT SACKS. BASINS IN PAVED AREAS. PLAN SECTION A PLAN 4QSTREAM DEWATERING COFFERDAM DETAI 3 TEMPORARY CATCH BASIN PROTECTION Q-0B SCALE: NTS FILE: 8235C70-C-08 C-02 SCALE: NTS FILE: 8235C10-C-08 INSTALL ROUNDED COBBLE AND WASH SAND MIX TO DEPTH OF 12" MATCH EX 4" - 6" MOUND GRADE 'E4 pp p O \/� 18" TOPSOIL. MATCH % , , , , \ \/ ;/`\� p p 0 \ 75 BACKFILL ONLY EXISTING GRADE \/ .. 0. V '0 CLSM PER WSDOT p 0 0 v SECTION 2-09.3(1)E 00 pp00 15 15" SS O `p p NATIVE SOIL \\/ /�\-/,\\//�\///\\ � � �/ �/ NATIVE SOIL QTRENCH BACKFILL DETAIL (TYP) -C-04 STA 1+00-STA 8+63 NTS r ESA 5309 S. Ul ' le Ave. NW SeatOe, WA eB107 NW P: (206) 789-9658 F: (206) 789-9684 A. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. B. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. KEY NOTES: Oj THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. OTHE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). OA TRENCH SHALL BE EXCAVATED, ROUGHLY 81NCHES WIDE AND 12 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED, O4 WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. OS THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. OWHEN EXT—TRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS. < 7 > THE TRENCH SHALL BE BACKFILLED WITH 314-INCH MINIMUM DIAMETER WASHED GRAVEL. 8 INSTALL UPSTREAM SCREENED DIVERSION PUMP. PUMP SHALL, AT A MINIMUM, BE A 61NCH GAS POWERED TRASH PUMP, SUFFICIENT TO HANDLE EXPECTED STREAM FLOWS OF 0.5 TO 3 CUBIC FEET PER SECOND INCLUDING FLEXIBLE PIPE SYSTEM. OSELECT DISCHARGE POINT DOWNSTREAM OF IMPACTED AREA TO AVOID EROSION. LINE DISCHARGE AREA WITH VISQUEEN OR EQUIVALENT TO DISSIPATE FLOW ENERGY AND PREVENT CHANNEL SCOUR. 70 INSTALL UPSTREAM COFFERDAM WITH LOW POINT ALIGNED WITH CENTER OF ACTIVE CHANNEL. COORD LOCATION WITH TEMPORARY STREAM CROSSING. 11 INSTALL DOWNSTREAM COFFERDAM BELOW IMPACTED AREA. t2 COMPLETE ALL IN WATER WORK, GRADE SITE AND INSTALL COIR LOGS OR COIR BLANKET WHILE CHANNEL IS DE -WATERED. WORK SHALL BE COMPLETED AFTER INSTALLATION OF PIPELINE AND DURING REMOVAL OF TEMPORARY STREAM CROSSING. FLOWLINE 3 WHERE DEWATERING PIPE CROSSES EQUIPMENT CROSSING OR INTERFERES WITH CONSTRUCTION, BURY PIPE IN A TRENCH AND COVER WITH STEEL PLATES. t4 USE HIGH VISIBILITY FENCING TO DELINEATE IN -STREAM LIMIT OF WORK. 15 PIPE BEDDING AND BACKFILL PER CITY STD PLAN 405, NATIVE BACKFILL WHERE INDICATED. n TRENCH BACKFILL STREAM AT CROSSING O-07 DETAIL (TYP) NTS ��STREAM DEWATERING PLAN C-02 SCALE: 1' = 1O'-W FILE: 8235C00-C-100 AGENCY PERMIT SUBMITTAL BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 1,800,424.5555 Planting Zone 1: Forested Buffer Enhancement Scientific Name Common Name Type spacing Plant Number speuaf Instructions Trees Acer maeroph)Uum Bigleaf maple 1 gal 6 It o.c. 32 Alms r.bra Red alder 1 gal 6It o,C. 16 Pseudolsuga menziesii Dougtas fir 1 gal 6 it o.c. 55 Total Trees 103 Shrubs Mehonia nervosa Low Oregon grape 1 gal 4 It o.c. 18 Oemlene cerasiformis Indian plum 1 gal 4 ft o.c. 18 Physocarpus apitatus Pacific nmebarl. 1 gal 4 it o.e, 18 FYYystichum mrrnilum Sword fern 1 gal - 4 it O.C. 36 Rebus speclabdis Sakronberry I gal 4 it o.c. is Synphoricarpos alb us ISnowberry 11gal Olt c.c. 18 Total Shrubs 125 Total Area (square feet) 5,708 TREES (6' O.C. TYP.) SHRUBS (4' O.C. TYPICAL 900 Si FOOT AREA 1n COMMONNAME T1 - Douglas fir T2 - Big leaf maple T3 - Red alder 3 S1-Salmonberry S2 - Indian plum L-02 S3 - Sword fern S4 - Snowberry S5 - Low Oregon grape S6 - Pacific ninebark TYPICAL PLANTING COMPOSITION IN A 9D0 SQUARE FOOT AREA TO CONSIST OF APPROX. 16 TREES AND 20 SHRUBS. ELAR ri—IVYIPICAL FOREST BUFFER ENHANCEMENT PLANTING DETAIL L-01 NTS F ESA 5309 S Seattle. NW Seattle, WA Ave.e.98107 NW P:(206)789-9658 F: (206)789-9684 BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 1.800A24.5555 A')I PLAN AL" = 30 FILE: 8235C00-L-01 Planting Zone 2: Shrub Buffer Enhancement Scientific Wme Common Name Type Spacing Plant Number Special Instructions Shrubs Mahonia nervosa Lox Oregon grape 1 gal 4 It o.c. 54 Oemleria cerasiformis Irdian palm i gal 4 It O.C. 54 Physocarpus capitatus Pacific rinebark i gal 4 If o c. 54 Polystichum munitum Sw ore tern 1 gal 4 If o,c. 71 Rebus spectabilis Sahronterry 1 gal 41l O.C. 71 Symphoncarpos all Snow berry 1 gal 4 1t ox 54 Total Shrubs 357 Total Area (square feet) 12.557 3 SHRUBS (4' O.C. TYP.) L-02 SEED BETWEEN <�2} SHRUB CLUSTERS V GROUP LIKE SPECIES TOGETHER PLBIY TYPICAL 900 SQUARE TYPICAL PLANTING COMPOSITION IN A 900 SQUARE FOOT AREA FOOT AREA TO CONSIST OF 56 SHRUBS. PLANT SHRUBS IN NATURAL GROUPINGS TO CREATE WILDLIFE HABITAT ZONES. TYPICAL SHRUB BUFFER ENHANCEMENT PLANTING DETAIL L-01 NTS KEY WOODCHIP PATH (2736 SF) O FORESTED BUFFER ENHANCEMENT (5708 SF) ZONE r; (PLANTING 1) L-01 ry` ` -; — •/ Z SHRUB 8 HY.ROSEE. BUFFER ENHANCEMENT (12,557 SF) T (PLANTING ZONE 2) L-01 STREAM BANK RESTORATION (202 SF) e (PLANTING ZONE 3) L-01 V I SEED MIX (745 SF) O (PLANTING ZONE 4) E fI 1 f`) i EM GENERAL NOTES: A. MAINTAIN EXISTING PATH NETWORK. COVER WITH 4" WOODCHIP MULCH AT TIME OF PLANTING. B. PLANTING SHALL EXTEND TO LIMITS OF CONSTRUCTION, AS SHOWN ON THE CIVIL DWGS. KEY NOTES: OWOODCHIP MULCH SHALL BE APPLIED AROUND PLANTS, SEE PLAN SHEET L-02. OSEED MIX SHALL BE APPLIED AT A RATE OF 40 LBS PER ACRE. Planting Zone 3 Stream Bank Restoration Scientific Name Common Name Type Sparing Plant Number Special Instructions Shrubs Comas sencea Red -osier dogw ood L-vestake 2ft o,c. 20 Selir lucids Pae4ie w how Livestake 1211..C. 2 f t ox. 13 Sali+ sitchensis jSdka wilow Dvestaka 18 Total Shrubs 51 Total Area (square feet) 202 30' L-02 LIVE STAKE e/e-2'�SHRUBS(Typ.) TYPICAL 900 SQUARE FOOT AREA COMMONNAME Si - Redoster dogwood S2 - S4ka willow S3 - Pacific willow TYPICAL PLANTING COMPOSITION IN A 900 SQUARE FOOT AREA TO CONSIST OF APPROX 225 SHRUBS. NOTE: EACH CIRCLE REPRESENTS PLANTS. DECREASING \J DECREASING TYP, ELEVATION ( PLAN E ELEVATION (TYP.) 3 TYPICAL STREAM BANK RESTORATION PLANTING DETAIL L-01 NITS AGENCY PERMIT SUBMITTAL PLANT LIVE STAKES THROUGH COIR BLANKET ON STEEP SLOPE RIPARIAN AREA PLANT TREES AND O SHRUBS IN UPLAND AREA ) 1 INSTALL COIR O �1 ^� BLANKET ON SLOPE PER CITY STANDARD PLAN 213.10 STREAM BANK PLANTING SECTION TYP L-01 NTS r ESA 5309 Seale, Ave. NW Seattle, WA e. NW P:(206) 789-9658 F: (206) 789-9684 BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 1.800.4245555 PLANT LIVE. DORMANT STAKES BETWEEN mILI" TO EDGE OF ROOTBALL. EXTEND 6' BEYOND WATERING BASIN CIRCLE 0.5 AND 1 INCH IN DIAMETER SQUARE CUT MINIMUM OF 2 BUDS SCARIFY ROOTBALL. ROOTS AND SPREAD CUT TO FIT 4'LAYER OF EXPOSED WOODCHIP MULCH A MAKE PILOT HOLES IN 3 w FINISH GRADE EXISTING SOIL WITH REBAR. TAMP SOIL AROUND LIVE < m �\/x� STAKES. _ < O N ~ 7 BACKFILL WITH NATIVE SOIL ONLY SCARIFY EDGES OF PLANTING HOLE TO ALLOW FOR ROOT PENETRATION ANGLE CUT AT 45 BOTTOM OF ROOTBALL RESTING ON DEGREES UNDISTURBED SOIL ( 2' O.C. SPACING (TYP) 1 2' O.C. SPACING (TYP) 1 3X ROOTBALL DIAMETER SECTION 0 LIVE STAKE PLANTING DETAIL (TYP) SECTION (2) TREE/SHRUB PLANTING DETAIL (TYPE L-01 NTS L-01 NTS GENERAL NOTES: A. A TEMPORARY STREAM DE -WATERING SYSTEM SHALL BE IN PLACE TO DIVERT FLOW AROUND WORK AREA PRIOR TO INITIATION OF TEMPORARY STREAM CROSSING REMOVAL.(SEE SHEET C-02). B. REMOVE ALL MATERIALS USED IN TEMPORARY STREAM CROSSING. KEY NOTES: O7 STABILIZE SLOPE PER CITY OF RENTON STANDARD PLAN 213.10. OINSTALL LIVE STAKES ON STEEP SLOPES, ADJACENT TO 2 STREAM. O3 PLANT TREES AND SHRUBS IN UPLAND AREAS. AGENCY PERMIT SUBMITTAL N05Tn LAKE WASHINGTON L„r, Y fir a� ��. A/L'r `Nt•• i. Ern Rll�dl >l1�L i% Hnru1 7 i 1�1�4i . PIIMCT WE f y,r 1 c L1se M .y. REFERENCE: 2010 GOGGLE MAP VICINITY MAP NORTH NO SCALE REFERENCE. 2007 GOGGLE EARTH LOCATION MAP NO SCALE BURIED UTILETIES IN AREA PLEASE CALL BEFORE YOU IOC 1,800,424.5555 CITY OF RENTON EAST RENTON LIFT STATION ,A1: M . .ees e'BSION�I L:f't� ELIMINATION AGENCY PERMIT SUBMITTAL PRELIMINARY - 60% DESIGN LEVEL PROJECT NO. WW P-27-3549 CITY OF RENTON 1055 SOUTH GRADY WAY RENTON, WA 98057 The undersigned has approved this document TOr and On belnaN of Carobo Engineers Washington P.C. Vice President JULY 2011 CONTACT PERSONNEL DAVE CHRISTENSEN WASTEWATER UTILITY SUPERVISOR (425) 430-7212 Emomvls. m �— EDL r+meal� NO. REVISION BY DATE APPR DATUM DRAWING LIST SHEET NO. DRAWING NO. DESCRIPTION A6 PRCTVE Sff OND ON' LAND USE §ERVICES DIV. lI V N1c 10 17: 1 G-01 COVER SHEET 2 G-02 GENERAL NOTES. ABBREVIATIONS AND LEGENDS 3 C-01 EXSTING SITE AND CONSTRAINTS 4 C-02 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN 5 C-03 DEMOLITION PLAN E GPt SITE AND PIPING PLAN 7 C-06 PIPING PLAN AND PROFILE - STA 0-00 - STA SHOO B GOB PIPING PLAN AND PROFILE - STA 5HOO - STA 10.31 9 C-07 MISCELLANEOUS DETAILS - I 10 C-0B MISCELLANEOUS DETAILS - I 11 L-01 BUFFER ENHANCEMENT A STREAM RESTORATION PLANTING PLANS DETAILS 12 L-02 STREAMBANK PLANT SCHEDULE L LANDSCAPE DETALS A P P R 0 V E tl...i King Coy my XD USE DIVISION, Bl "INLFRIll"' RKEW l� Dm*mv F"UifementS till; ir�ioacfs Fiequiremens Cnl K,Q, D,D.E,$- AGENCY PERMIT SUBMITTAL CITY OF EAST RENTON LIFT STATION y'JULY201; RENTON ELIMINATION PlanrAVSulldnVPubi[Works Dept COVER SHEET 6-01 1. THE CONTRACTOR SWILL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES, 2. UNLESS DETAILED. SPECIFIED. OR OTHERWISE INDICATED ON THE DRAWINGS. CONSTRUCTION SHALL BE AS INDICATED N THE APPLICABLE TYPICAL DETAILS AND GENERAL NOTES. TYPICAL DETAILS SHALL APPLY EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON DRAWINGS. 3. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORW, ABBREVIATIONS AS ANCHOR BOLT ABC AGGREGATE BASE COURSE AC ASPHALTIC CONCRETE AFF ABOVE FINISHED FLOOR AMR ANCHOR AIM ALARM AL ALUMINUM APPROX APPROXIMATE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AUTO AUTOMATIC: AVG AVERAGE @ AT BSP BLACK STEEL PIPE C COIL CA CONCRETE ANCHOR CS CATCH BASIN CHNL CHANNEL CITY CITY OF RENTON a CONSTRUCTION JOINT CL ORE CENTERLINE CUP CONTROL PANEL CAMP CORRUGATED METAL PIPE CND CONDUCT CO CLEANOUT COMP COMPACTED CONC CONCRETE CONN CONNECTION CONIM CONSTRUCTION CONT CONTINUE (D) (OUS) OR CONTROL CP CONTROL POINT CPEP CORRUGATED POLYETHYLENE PIPE CPLG COUPLING CTWD COTTONWOOD 0 DRAIN, DEPTH dBA DECIBELS ADJUSTED DON DIAMETER BREAST HEIGHT ODES DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES DEG DEGREE DET DETAIL DNORO DIAMETER DIM DIMENSION DIP DUCTILE IRON PIPE DWG DRAWING OWN DOWN E EAST EA EACH ELORELEV ELEVATION ELEC ELECTRICWU EMBED EMBEDMENT ENGR ENGINEER EDP EDGE OF PAVEMENT EQL EQUAL EQPT EQUIPMENT EX OR EXIST EXISTING FIG FLANGE FRP FIBERGLASS REINFORCED PLASTIC 1. FT OR' FOOT, FEET GIS GEOGRAPHIC INFORMATION SYSTEMS 2. HOPE HIGH DENSITY POLYETHYLENE HOA HOMEOWNER'S ASSOCIATION 3. I NORZ OR HORIZONTAL r HORQ D INSIDE DIAMETER OR INSIDE DIMENSION 4. FpQE IT INVERT ELEVATION 1 IN OR' INCH, INCHES S INV OR INVERT DIE BAIT S. EKC OR K.C. KNG COUNTY S. L L LENGTH, LANDSCAPE LF LINEAR FEET j MAX MAXIMUM 7. MOO MAXIMUM DRY DENSITY I MECH MECHANICAL i MFRS MANUFACTURER'S B. MH MANHOLE, SANITARY N MINIMUM MISC M ISCELLANEOUS 9. MON MONUMENT 10. N NORTH HE NORTH EAST HOORN NUMBER 11. MOM NOMINAL NTS NOT TO SCALE NW NORTHWEST Lf— BUILDING MATERIALS VIEW IN SECTION MATERIAL EXISTING REMOVE NEW CONCRETE a SOL VIEW IN PLAN MEW SHOWN - EXISTING SCREENED) O.C. ON CENTER OD OUTSIDE DIAMETER GRATING SPA PAVEMENT PL PROPERTY LINE. PLACE PNL PANEL PCX OTHER PSI PPOOUNNDDPERRSQUARE INCH PVC POLYVINYL CHLORIDE VIEW IN PLAN PVMT PAVEMENT R ORRAD RADIUS EXISTING RDCR REDUCER REF REFERENCE REINF REINFORCE (D) @TUG) (MENT) REQD REQUITED RWTR RECLAIMED WATER STREAM SCv UTH SWWIIKl SURVEY LEGEND CEAGE VALVE (EXISTING LINE WORK) SO STORM DRAIN SDMH STORM DRAIN MANHOLE ip WATER VALVE ® MONUMENT NOT TIED THIS SURVEY SE SOUTHEAST -6- HYDRANT SIM SIMILAR A FIRE DEPT. CONNECTION FOUND CASED MONUMENT SPEC SS SPEaRcATION SANITARY SEWER GRAVITY ® WATER METER JsE SET MAG NAILIALWIINLM WASHER SSFM SANITARY SEWER FORCE MAIN Ka POST INDICATOR VALVE STAMPED"PACE CONTROL• SSMH SANITARY SEWER MANHOLE 0 ® MANHOLES (SSW) SET 518' IRON RE13AR WIRED SST STA STAINLESS STEEL STATION ❑ OB PLASTIC CAP STAMPED *PACE CONTROL' STD STANDARD -o- POWERUTILITY POLE UNLESS OTHERWISE STATED. STL STEEL E— GUY ANCHOR ® SOL TEST PIT - S/W SIDEWALK @ JUNCTION BOX SW SOUTHWEST I� POWER TRANSFORMER TOM TOTAL DYNAMIC HEAD P T POWERITELEPHONE VAULT TOC TOP OF CONCRETE 13: POWER METER CENTER LIES CENTERLINES TP-I TYP TEST PIT NUMBER TYPICAL 0 TELEPHDNE TV RISER PROPERTY LINES Cp GAS VALVE RIGHT-OF-WAY LINES V OR VLV VALVE ® GAS METER EASEMENT LINES — — — — — — VERT VERTICAL STREET LOT LINES VLT VAULT LIGHT DITCH LINE - - - VOL VOLUME x SPOTELEVATON WATERLINE SIGN SANITARY SEWER LINE s W WEST, WIDTH, WATER MAILBOX STORM DRAIN LINE m W/ WITH C17�M ROOKERY SUBDIVISIONLINES ---- ---- WD WATER DISTRICT M GAS LINE c W/O WITHOUT CONIFEROUS TREE UNDERGROUND POWER LINES is WSDOT WASHINGTON STATE UNDERGROUND TELEPHONE LINES u� DEPARTMENT OF TRANPORTATIDN UNDERGROUND POWER LINES/ uoNT DECIDUOUS TREE TELEPHONE LINES % PERCENT UNDERGROUND CABLE TV LINES ury ICv IRRIGATION CONTROL VALVE OVERHEAD UTLITYUNES al CHAIN LINK FENCE o o rYYY� DRIP LINE WIRE FENCE —.+x— WODDFENCE — EROSION AND SEDIMENT CONTROL STANDARD NOTES: APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (LG., SIZE AND LOCATION OF ROADS. PIPES. RESTRICTORR. CHANNELS. RETENTION FACILITIES. UTILITIES. ETC,} THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PUN SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING. IF REQUIRED, PRIOR TO CONBTRUCTKNN (SWDM APPENDIXO). DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING UNITS SHLLL BE MAINTAINED BY THE APPLKANVESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUTTO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (Er. ADDITIONAL COVER MEASURES, ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SLT FENCES, PERIMETER PROTECTION ETC.)AS DIRECTED BY KING COUNTY. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES. ANY AREAS OF EXPOSED SOLS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO CONSECUTIVE DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (EB, SEEDING, MULCHING, PLASTIC COVERING, ETC.} ANY AREA NEEDING ESC MEASURES THAT 00 NOT REQUIRE INMEDNTE ATTENTION SKULL BE ADDRESSED WITHIN SEVEN (7) DAYS. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH DURING THE DRY SEASON, 01-MONTHLY DURING THE WET SEASON, OR WITHIN TWENTY FOUR (24) HOURS FOLLOWING A STORM EVENT. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHNA CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDMENT4_ADEN WATER INTO THE DOWNSTREAM SYSTEM. LINE WORK NEW OR EXISTING STRUCTURES NEW OR EXISTING STRUCTURES HIDDEN — — — — — — — NEW PIPING (TRIPLE LINES) NEW PIPING HIDDEN (TRIPLE LINES) NEW PIPING (SINGLE LINE) NEW PIPING HIDDEN (SINGLE LINE) — — — — — — — EXISTING PIPING (TRIPLE LINES) EXISTING PIPING HIDDEN (TRIPLE LINES) EXISTING PIPING (SINGLE LINE) EXISTING RING HIDDEN (SINGLE LINE) — — — — — — — NEW EQUIPMENT OR PIPING CENTERLINE EXISTING EQUIPMENT OR PIPING CENTERLINE NEW EQUIPMENT NEW EQUIPMENT HIDDEN — — — — — — — EXISTING EQUIPMENT NEW FITTING EXISTING TO BE REMOVED e NEW PINING CALL -OUT ( 3• PW EXISTING PIPING CALL -OUT C DRAWING CROSS REFERENCE DETAIL OR SECTION IDENTIFICATION 0.1 DETAIL OR SECTION TAKEN ON THE SAME SHEET DETAIL OR SECTION IS TAKEN ON THE DRAWING INDICATED AT TITLE TYPICAL DETAIL REFERENCE BUBBLE TYPICAL DETAIL NUMBER IDENTIFICATION DETAIL OR SECTION IDENTIFICATION ETAIL OR SECTION REFERENCE BUBBLE DETAIL OR SECTION IS TOSE FOUND ON THE SAME SHEET DETAIL OR SECTION IS TO BE FOUND ON THE DRAWING INDICATED TYPICAL DETAIL IS TO BE FOUND ON THE TYPICAL DETAIL DRAWINGS AT CROSS REFERENCE SANITARY SEWER NOTES: 1. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORIB DEPARTMENF.A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE CITY AND APPROVED BY KING COUNTY PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION 80AS TO AVOID DAMAGE OR DISTURBANCE 3. A PRECONSTRUCTION CONFERENCE THAT INCLUDES THE CT', KC ROADS, AND KC DOES SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION (PROVIDE MIN? DAY NOTICE). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIM TO STARTING CONSTRUCTION. 04SPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENT04 AND BY RESPECTIVE PERMIT HOLDERS.) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFLUINGALL CONSTRUCTION. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN PERMITS OTHER THAN THOSE INCLUDED WITHIN THE SPECIFICATIONS PRIOR TO ANY CONSTRUCTION. 6. A COPY OF THESE APPROVED PLANS AND SPECIFICATIONS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION S N PROGRESS. 7. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABLED TOTHE SATISFACTION OF KING COUNTY/CITY FOR THE PREVENTION OF ONSRE EROSION AFTER THE COMPLETION OF CONSTRUCTION PER CONTRACT DOCUMENTS. B. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM S INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE IN PAVED AREA COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. SURVEY NOTES: HORIZONTAL DATUM: - HAD 83.91 BASED ON FOUND MONUMENTS WCCS 028M (PACE CONTROL POINT 02) A CONCRETE MONUMENT AT THE EAST QUARTER CORNER OF SECTION 14 AND WCCS AIM (PACE CONTROL POINT R17) A 4- CONCRETE MONUMENT IN A CASE AT THE INTERSECTION OF BE 142ND STREET AND USTH PLAICE SE VERTICAL DATUM: NAVO 88 BASED ON CITY OF RENTON BM •REN7212T BEING A FOUND ROUND CONCRETE MONUMENT IN A CASE AT THE INTERSECTION OF BE 142ND STREET AND 149TH PLACE BE, (ELEVATION 363.72 FEET} LEGAL DESCRIPTION: THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15. TOWNSHIP 23 NORTH, RANGE S EAST, W.ML, IN KING COUNTY, WASHINGTOK EXCEPTTHE WEST 30 FEET THEREOF; AND THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, WAL, N KING COUNTY WASHINGTOM EXCEPT THOSE PORTIONS OF SAD SECTIONS 14 AND 15 HERETOFORE CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 9401060822. EROSION AND SEDIMENT CONTROL STANDARD NOTES CONT: 12. ANY PERMANENT RETENTIONIDETEMION FACILITY USED AS A TEMPORARY SETTUNG BASIN SKULL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SKILL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 13. COVER MEASURES WILL BE APPLIED N CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 14. PRIM TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE ODES INSPECTOR. AGENCY PERMIT SUBMITTAL BLARED UTLRES NAFFA PLEASE CALL BEFORE YOUDIG ISOAN55S I I i I I I i i I � I I I CP"CP 96 635D-10SRJC I 63513-1Osm N. 178111.131 N • 177801 = E .131113513.559 E • 1316600s" ELEV . 390M I J i ELEV • 381.31 CP #3 83l RAC T8W6 / I \ EASEMENT (TYP) E 1316512.6�12 N•17792979 \ ELEV .39DM I ! ! E • 131659621 MAPLEWPARK O LIMITS OF CONSTRUCTION I CP A9 6350-10.111 f E • 1916781.00 N , / E • 1316607J)95 1316607.M N • 177422.96 ELEV • 381.17 E • 13167&21 / .I N•177453.38 316765.16BRIAR �.t-l HILLS No.4 / N14-BRASS DISC W/ PUNCH rCP 635D•11.11MIIC N. 171437.113 / / E • 1315801.107 E • 1316.18 777 / ELEV.371.17 \\ (OWN: 0.31 (TVP)�1 N.17744 9.14 I. E.13168 14J16 N.1774222714 E. 13168A2 I .177407A3 11) CPN11 f E .131681897 W 1 635D11.11MNM' \ I-'_.._.._.._.._.._�._\ _.._.. E•1316805.701 ELEV.37521 ii \ II I � I i .._..-.._..-.._.._.._.._.._.._.. \\ i I I i t I I I EASEMENT (la•_ / /// _�, „y SV CPM12 /---16350.11.12MMW4V N- E-1 /-CPp10 a;^ELEV.380.72 ' / 535D-tOA� RIC N•177717.766 E•1316745.522 ELEV .378 R � � %' • 62ro7ar _ L. 3902V �1 Tied I !d 1 �8 � en_ CPA'7 t. 635D-103R/C N • 1782' OM E.131660t.979 ELEV • 39059 y � 1 rLy O e N'a" N • 178269 O%F ar O i �j CP X22 �C I 6350.9122WC N.177955A96 E .1316824221 ELEV• 383.78 3a8 i / iro CP N20 635D-20 qb� / /N• 1'2209 �y 1 E.1316812im m / ELEV.389JXI ` CP#m .. MAPLEWOOD PARK gyp, m 635D3123RlC N.1777131 / ELEV .389JTf WETLANDS (TYP) UNINCORPORATED, KING COUNTY CRY OF RENTON - LIMITS _ % 1- / DI' IuF' KING COUNTY WETLAND AND STREAM BUFFER LIMITS $3 / N. 1781 E•131 T054A4 A PLAN SCALE: 1*-41Y FLE: 6235CDD-C-lW MAPLEWOOD PARK BOUNDARY I M .CIO S• SUItIEDIJTLLrl IESNAREA tl� PLEASE CALL SUORE YOUDIG gyAL 1J100A315555 NO. 30' WATER EASEMENT W.D. 90 PARK GENERAL NOTES: COURTRT N.178M958 A. EXISTING SURVEY CONDUCTED MAY 2009 IDENTIFIES E.131W95S6- TREES 6 INCHES DBH AND LARGER. NOT ALL TREES AND SHRUBBERY ARE SHOWN. LIMITS OF WETLANDS AND -_--__ - STREAMS ARE APPROXIMATE. S. ALL CONSTRUCTION ACTIVITIES SHALL BE CONTAINED WITHIN THE LIMITS OF CONSTRUCTION AND AVOID DIRECT \ I SIbM1n'f:IL3 u�XLNnov WETLAND DISTURBANCE POND C. ALL DISTURBED AREAS SHALL BE RESTORED ATTHE V CONCLUSION OF THE PROJECT PER CONTRACT CP r2 • BRASS DISC DOCUMENTS. 635D-102MON I N • 176278A81 D. EAST RENTON LIFT STATION SHALL REMAIN IN SERVICE E • 1316608A89 AT ALL TIMES THROUGH COMPLETION OF THE PROJECT. •392.67 CONTRACTOR TO MAINTAIN DRIVABLE ACCESS TO THE \ELEV (OWN'1.31 EXISTING EAST RENTON LIFT STATION AND ACCESS TO ALL I - 4n ✓ a "9 VALVL= VA11L1 8 1 O CO p ELECT GLDG T O I b ° EAST RENTON tq 11,ELL / LIFT STATION FACILITY Et.1_RGLNC.' I STORAGE l4-zLL N.178321.61 E. 1316728.10 CP#5 /635D•105RrC N.178301.528 1 / E • 1316729A93 1 ELEV . 39521 1 i 5 CONTRACTOR 1 STAGING AREA 1 I / CP 04 i 635D•10AR/C O MAPLEWOOD N.178309.163 E • 1316646.654 ESTATES j I ELEV•401.80 I I I li' f=NC= (I i TI'm o l 1 1 1 CITY OF RENTON I I � N.17832959 �. ..\ \ E.131704235 . I � I I _ I I I I 1 OF ITS FACILITIES FOR CITY PERSONNEL AT ALL TIMES. E. LOCATION OF EXISTING UT LITIES SHOWN IS BASED ON RECORD DRAWINGS AND FIELD LOCATES. ALL EXISTING UTILITIES ARE SHOWN APPROXIMATE. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AFFECTED BY THIS PROJECT PRIOR TO BEGINNING WORK. KEY NOTES: OTERRAIN EAST AND WEST OF SURVEY IS MAPLEWOOD PARK AND IS HEAVILY FORESTED SIMILAR TO WHAT IS SHOWN ON EXISTING SURVEY. MAPLEWOOD PARK IS AN INACTIVE PARK. OLIMITS OF CONSTRUCTION TO EDGE OF EXIST GRAVEL ROAD. UNLESS OTHERWISE INDICATED. OLIMITS OF CONSTRUCTION TO FENCE LINE. UNLESS OTHERWISE INDICATED. tOLIMITS OF CONSTRUCTION TO CURB, UNLESS OTHERWISE INDICATED. OCONTRACTOR STAGING AREA LIMITED TO EDGE OF GRAVEL DRIVE AND OTHER U IfB AS INDICATED. OIMITS OF CONSTRUCTION THRU MAPLEWOOD PARK TO BE ESTABLISHED BY CITY. CONTRACTOR TO MAINTAINYPROTECT LIMITS DURING CONSTRUCTION. UTILITY AND ACCESS EASEMENT TO CITY OF RENTON AGENCY PERMIT SUBMITTAL PAaa� CITY OF EAST RENTON LIFT STATION `-`JULY2011 1A� �n RENTON ELIMINATION _ „® �� DATUM PWmk* LMdnW?LjWc Wxb Dept. EXISTING SITE AND CONSTRAINTS �C-01 REVISION BY DATE APPR "''"'•^'^"" .: ? t I ! I I I I —T-- — — -------- I I I 82,1 • COYST4JC110 / 0 I. ,HINT P""? ■ -; / / SILT FENCE -3 pRIAR HILLS siF -:asr� PROTOFT CATCH 1- CONSTRUCTION eBA6NS , I A C-0B I \ I \ I \� I I I \ I � \ I � \ i I I le / / Sf / 1 2 A STREAM DEWATERING 'pG / C-M PLAN 0 WETLANDS (n?) / 'J.VIYCOT?OKATEa / KIVG COJYTY Ir r / CIF, OF -4TO4 L IV. ITS i2'4v 2 / 31� c / KIVG COJNT" 1v_T LAN J A.N7 ST3_AM 8 J I FER LIMBS '4-783:4c6 .ti 7054.44 A PLAN FILE: 8235C00-C-10D MA-LEW0OD'ARK EOJYOAHY r- ESA 5309 ShlWlde Ave. NW of •� E+ Seattle, WA 98107 P. (205) 789.9658 F: 1206i 789.988A y A WRIER URUT ES NARTA VX �7s7O PLEASE CALLBEFORE YOUDIG ISMA245555 NO. RAPLEWOOD PARK 3D wAT=_� EASEMENT 1'.3. 9D GENERAL NOTES: PARKSIDE A. EXISTING SURVEY CONDUCTED MAY 2009 IDENTIFIES COURT TREES 6 INCHES DBH AND LARGER. NOT ALL TREES AND SHRUBBERY ARE SHOWN. LIMITS OF WETLANDS AND N = t 785A S.SE STREAMS ARE APPROXIMATE B. ALL CONSTRUCTION ACTIVITIES SHALL BE CONTANED WITHIN THE LIMITS OF CONSTRUCTION AND AVOID DIRECT WETLAND DISTURBANCE I SIOr,tWAfL-�2 C. ALL DISTURBED AREAS SHALL BE RESTORED AT THE OL-I L . CONCLUSION OF THE PROJECT PER CONTRACT \ I -0143 DOCUMENTS. \J D. EAST RENTON LIFT STATION SHALL REMAIN N SERVICE I \ AT ALL TIMES THROUGH COMPLETION OF THE PROJECT. I CONTRACTOR TO MAINTAIN DRIVABLE ACCESS TO THE I \ EXISTING EAST RENTON LIFT STATION AND ACCESS TO ALL OF ITS FACILITIES FOR CRY PERSONNEL AT ALL TIMES. \ E. LOCATION OF EXISTING UTILITIES SHOWN IS BASED ON RECORD DRAWINGS AND FIELD LOCATES. ALL EXISTING —�`— UTILITIES ARE SHOWN APPROXIMATE. CONTRACTOR - SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES tm AFFECTED BY THIS PROJECT PRIOR TO BEGINNING WORK + F. FOR EROSION AND SEDIMENT CONTROL STANDARD NOTES, 39 , SEE DWG G-02. PROTECT CATCH BASINS e cos KEY NOTES: I . ALL IN -STREAM WORK WILL OCCUR DURING THE DRY MONTHS AND UNDER THE SUPERVISION OF L ELECT ` QUALIFIED BIOLOGIST. CONTRACTOR SWILL DEWATER STREAM CHANNEL AND DIVERT STREAM FLOWS AROUND WORK AREA PRIOR TO ANY • / IN -CHANNEL WOW. A COFFERDAM CONSTRUCTED I lv= I EAST REMON OF SAND BAGS OR SIMILAR MATERIAL SHALL BE lt'cu LIFT STATION / INSTALLED UPSTREAM AND DOWNSTREAM OF THE - FACILITY WORK AREA. STREAM FLOW SHALL BE PUMPED EA1E'VGENC" I AROUND THE WORK AREA AND DISCHARGED O'3AGE STWLL DOWNSTREAM OF THE COFFERDAM. ANY SEEPAGE = 7 7832 t.61 INTO THE WORK AREA SWILL BE PUMPED AND E 13:672E.: DISCHARGED INTO THE DEWATERNG DISCHARGE LOCATION. REMOVE COFFERDAMS, PUMPS AND PIPING AT COMPLETION OF VWORIC / O SEE DWG C-05 FOR TEMPORARY STREAM CROSSING DETAILS. \� O CONTRACTOR TO LEAVE SILT FENCE AND OTHER CON7.RAC I ON EROSION CONTROL MEASURES IN MAPLEWOOD PARK S7 AGING AREA IN PLACE AT COMPLETION OF CONSTRUCTION. EROSION CONTROL MEASURES TO BE MAINTAINED / SLTFENCE AND REMOVED BY OTHERS. � W MAPLEWOOD ESTATES I I I 6'Fc YG_(TVPi . I I I 1 1 1 cnv of RENTON I ^ I l N = 778329.69 / \ \ _ _ 1317042.35 I EMRANCE MI e JAS A El TO O(f- 4� I I I ! � I I 1 I I AGENCY PERMIT SUBMITTAL PAC;I1MM IC CITY OF EAST RENTON LIFT STATION �. JIAY 2011 RENTON ELIMINATION �� DATUM PIenll o9ulamWP�Woft DmL TEMPORARY EROSION AND SEDIMENT C-02 REVISION BY DATE APPR CONTROL PLAN ' KING COU'•1'IV W=1LAND Zy ANJ STREAM I, ER Lc.Jlrs �0GC1V S I �UC7IOV o35DA0.Si/C E-176W6.852 LASS=Al_:J1 (1`!?j g• I E-137667i612 i „ / EIiV-A06J LIMITS OF CON �- +.� � I �' �yi�y�7\yJ,1trjy'-•C/ CONSTAlY1MN I� g "- iL /E- 11 ` / 16• 1 ,`` 1, g 17B111..131 1 CFI)AA 1, 6' 72 'i L ---1316g1 �c — -- -- . CAS MARKER ----- ------ r�' P� „114FNI EA�MENT P (T.'I I,i I,7, / T / / l -` --r g' `2y W IU i/ C)'z Cpn 6330-107R/C M-t7821LO85 b7316607A7g .=rmc 0 b"--12*01110. ��•Cf�19�7� r ^l t / i�1*4 co 78 \ 24' ,1 ,u7 Q 1 Q 161M E •.,KA:!`:.... ' ,2'CTT07. ill g • 9 - 2]YAP@, ..„,a 't tcu I ' KING COIN Tv V"I LAND I f AND STREA"d BufVER / I 'd LIMnE Q 1,'' I BRIARHILLS S�FTCy( 5009 AM-374.12 E rCYP(IE}37092 / E ,fQM(E>-3M52 E 12•D4P(Ffp36gJ72 (1\ O'/14-BRASS DOC IrAk D, b E •OW(N)=369-MB , 0.1+0-11.14 r E 30WP(5}36892 N-177437.113 / E-1316801.7D7 K UwComRom EXIST MH 5314 090 RIM EL - 374M INV IN- 36503 (N,E,W) INN OUT-365.03 (S) caro/%o 0 — I CPIII 177 - N 63t,IW/M I77567.910 \ E-13ISM5.701 F1EW-S7S71 / / E E JO"CIP000'(8}37�5 (S}370.20 EXIST MH 5314 DOB RIM EL-37595 IE OUT-W7.60(S) 1 a E-3W 7 Ie 3VCIV CPR 6341-te ' N.176279, E-131660U BEW-39267 I-n CB E 30-CPFP(1}SY!}J9C79 0 �\ I ADO (J.} 12 J • P (M _ ..{N I A PLAN FILE: 8235CDD•C-10D no 0 GENERAL NOTES: SIORn!\Ynt-' A. EXISTING SURVEY CONDUCTED MAY 20D91DENWES TREES OEI EN I IOW 61NCHES OBH AND LARGER. CONTRACTOR TO REMOVE ALL �OVJ TREES AND SHRUBBERY WITHIN LIMITS OF CONSTRUCTION. WHERE TREES AND SHRUBBERY EXTEND OUTSIDE OF LIMITS OF CONSTRUCTION REMOVE AS REQUIRED. BACKFLL WITH NATIVE MATERIAL. PROTECT AND RESTORE VEGETATION DISC s 2^ sS I PER SECTION 1-07.16(2) UNLESS OTHERWISE INDICATED. J g B. EAST RENTON LIFT STATION FACILITY SHALL BE FENCED TO 6 EXOST60'0 MH 5314 079 PREVENT ENTRY AT ALL TIMES DURING CONSTRUCTION. RIM EL - 39592 IW IN-384.17(W) C. EAST RENTON LOT STATION SHALL REMAIN IN SERVICE AT INV OUT • 370.32(E) ALL TIMES THROUGH COMPLETION OF THE PROJECT. b o o �— o 0 0 — CONTRACTOR TO MAINTAIN DRIVABLE ACCESS TO THE EXISTING EAST RE14TON LIFT STATION AND ACCESS TO ALL OF ITS FACILITIES FOR CITY PERSONNEL AT ALL TIMES. ` D. RELOCATE ALL SIGNS AFFECTED BY CONSTRUCTION. RE -INSTALL AT COMPLETION OF CONSTRUCTION � DI? KEY NOTES: TEMPORARILY REMOVE ROCKS TO FACILITATE ACCESS. 3 REPLACE AT COMPLETION OF CONSTRUCTION: OTEMPORARILY RELOCATE FENCE TO FACILITATE INSTALLATION OF SEWER AND OTHER CONSTRUCTION ' ACFNITES. REPLACE AT COMPLETION OF CONSIRUCTICkI. 5 t2-5S OREMOVE AND REPLACE WITH NEW SS MH. SEE CIVIL DWGS FOR DETAILS. I.� VALV`- O REMOVE r SS AND INSTALL NEWS& SEE CIVIL DIGS FOR % VAJL I DETAILS. 4``` 'tl_cl BL DG 5 ABANDON t r SS. SEE CML DWGS FOR DETAILS. / 6 SEE DIG C-05 FOR MH MODIFICATIONS. REMOVE INSIDE �PIMI DROP CONNECTIONS PRIORTOMH MODIFICATIONS. REMOVE AND REPLACE MONUMENT PER CITY STD PLAN i HR-DI. S. EXTEND CONIC RING TO GRADE, NO AC. T / MONUMENT SHALL BE LOCATED AND RE-EST ABLISHED ABusHEDer ESTATES ALICENSED SURVEYOR. W PE I O AC PAVEMENT RESTORATION LIMITS. SAW CU-0 r MIN 1- ® Well BEYOND EDGE OF TRENCH. 9 EAST RENTON O DECOMLOSSION AND DEMO EXIST LIFT STATION PER LIFT STATION SUBSECTION 10.0173E AFTER SUBSTANTIAL COMPLETION FACILITY OFSEWERPIPELAiE. .ME4GENC� 10 REMOVE WOOD FENCE• METAL GATE AND WOOD POSTS TO 5 O.RAGE FACILITATE EOPT ACCESS. SEE CIVIL DWGS FOR •6 EXIST 60O MH 5314080 REPLACEMENT. ' RIM EL • 39491 \ INVIN-369.71(W) 11 SEE OM C-04 FOR GRADE SCARIFICATION AND STRAW INV IN-384.56(E) _ REOUREMEMS. INN O 69.7,1jN) i \� �- - •- - 12.Y^"_ -?i_ - - J o\ n DIRT TRAILC ,.�-G / 6•-tr0 ITT UE MAPCLUSTER / LIMITS OFt-RUCTION MfP)If O'COVST RUC71O-4 / / cPP2 / \\ EASEAIE VT(T--1 y / / I 63N-i77,2MM/w 869929 E13168S32D IBZ-Biw36172 X 20"ERMANEv: EASEn1ENT ITn0 ww-10.9R/C / 14-177717.7N / / / 46-CID ski• / / / / ' F 1 / / SURIED cis / AGENCY PERMIT SUBMITTAL BURN® UrLITES 10M PLFASE CALLBEFORE YOUM 1JlDOA31S8 . I I , i 1 q PARKSIDE GENERAL NOTES: Z co7 COURT O I I I I N - 178282.36 ! N • 178349M A. EXISTING SURVEY CONDUCTED MAY 20091DENTIFIES = I I I E e 7316495.53 TREES 6 INCHES i ES AND E e 1316495.86 SHRUBBERY ARE SBHOWN. LIMITS OF WETLANDS H AND LARGER NOT ALL EAND r STREAMS ARE APPROXIMATE. B. ALL CONSTRUCTION ACTIVITIES SHALL BE CONTAINED I I I WITHIN THE LIMITS OF CONSTRUCTION AND AVOID IdAPLAP'OOD PARK / SEE SHEET C-05 STORM;VATER DIRECT WETLAND DISTURBANCE. — — — — — — — — — — — — — � — — — — - — — — � DE7 ELAT ION PO :D I C. ALL DISTURBED AREAS SHALL BE RESTORED AT THE / \ I 2!7 PERMANENT / I N c 178279.84 I �I I I CONCLUSION OF THE PROJECT PER CONTRACT N • 177929.79 l I I � \ EASEMENT (TYP) � E • 1316594.08 DOCUMENTS. E • 131659621 \ SEE S H E ET,; C-06 \ I / / 5 I \ I D. EAST RENTON LIFT STATION SHALL REMAIN IN SERVICE — — Is, SS 3 AT ALL TIMES THROUGH COMPLETION OF THE �I— �gy - W I �{ ,},may/ ,�y� ( PROJECT.CONTRACTOR TO MAINTAIN DRIVABLE ACCESS I I r — LG11T5 —� �1 ' m r i 1 *) �{T 2 I \ I I TO THE EXISTING EAST RENTON LIFT STATION AND ACCESS TO ALL OF ITS FACILITIES FOR CITY PERSONNEL AT ALL TIMES - - - E. LOCATION OF EXISTING UTILITIES SHORN IS BASED ON 3••5p 9<--"-7�00 - 2a 2-00 9Y\! ,+ RECORD DRAWINGS AND FIELD LOCATES. ALL EXISTING _ V 9_ — — — J , — k3 i - 1 _ _ - UTILITIES ARE SHOWN APPROXIMATE. CONTRACTOR I I / 10'E§♦riSIRUCTION / yp y a_____ / ♦ I 3 / I SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES EA{_S/E�ME-N�T /(/- 'J /J� rhQo :.:.y v,.:.s,:."::3t';.:+•.:' i aJ _-9" _----_-r --AFFECTED BY THIS PROJECT PRIOR TO BEGINNING WORK 11, , �. VALVE 1 I I F. INSTALL BURIED PIPE N ACCORDANCE WITH CRY N c 177929.97 1 ` T { Y'li T Fz s,�.i�`'?rz< `:..,: E gl fig. I VAULT ' STANDARD PLAN /05. BACKFOl PIPELINE BETWEEN STA N c,77422.96 / I if / E-131MM21 ! `J / •s:�.;r I - I / -_-- 1 I 0475 AND STA 3150 AND STA 8460 AND STA 10r30WITH / :t^ i ELECT i u C TI E•131676421 I GRAVEL BOR ROW PER SEC ON 9-03.1 1 . BAdff9.L ALL - _ tt// K .00 j n 1 - _ 1 µ:my,'` .?:, - - W" l BLDG - wr�LTl - Q I I NATIVE - � % OTHER PIPELINE WITH NE MATERIAL WHERE N+ 1 77d53�8.. c I i - 1 _ w % 1 3 7 '�: �`� M AN N IS 1 '-}' � s�`,v'�'`�K`i�'a.. SUITABLE REMOVE ROCKS AND ER DEER INCHES E • 1316766.16 ./ 8/ ` /I `, _ N I / J ` I 1 z-, .;�x.:, I II �� AND LARGER. OTHERWISE, SACKFILL WITH GRAVEL — � ``+rtr'"I BORROW. COMPACT TO 92%NDD BETWEEN STA 1+00 SEE SHEET G / -e4_ — t- Y`K.��~>��'`��::° - - / /3 't•T `Y� EAST RENTON AND STA 8.58, AND 95% MM PER ASTM.D1657 FOR ALL / _ Q f � ' � � i' 1 �` 9 � .,\ �� ~'�'_� �(/ n LIFT STATION OTHER PIPELINE. i' ' I � \ :tee ;jr:>;?'�:�rh��•%:� j m s;.,av; / �'a<`0: Q•, / \ a jFACILITY Q : - +*'=" WELL I G. PIPELINE EXCAVATIONS SHALL BE CLOSED UP OR BRI AR HILLS 3 I 1':•=s3'<' i / 9 � N•,78289.76 N 3 P R SECTION 1-07 1 T THE ND OF i i p PROTECTED PER SEC A E E 'w 1 m EH ERGENCY 23( 0 g •11 77 I � E 3672.0 1 m \ / EACH WORK DAY. II N 3 04 / � o T S ORAGE 1YELL r ;I ,I / I N•1 n6ozJ1, - i i 1 / Viz`?' I 1 N•177408.22 — 9 t7 N•17 %�T Jre :> - o E • 1316777 � — T� .,6 Y T r E • 1316728.10 KEY NOTES: E •,3 6787 ..JJ..,, I AO T I �y 1 Y - I B KJ � :r?•:� , SEE PLAN FOR BYPASS PUMPING DETAILS. E WART T STC 6 �A, T 1 I .:;'s'>:x: �"' �S`c'>.'y'`?'';``;.. 1 / PROVIDE TEMPORARY CHAIN LINK GATES WITH DO NOT I \ : 3w- ENTER CONSTRUCTION SIGNS AT ALL SITE ACCESS 481h AT H PL LOCATIONS. LOCK GATES THE END Of EACH WORK _ SE 'vfi` \ T T / - t c`ye 1 N' T DAY. 8 CO .RAC OR 8 r. 1 STAGIN-AREA r i' i C P R DUNDERGROUND WARNING .4 PROVIDE TRACE WIRE AN m I 3 0 2 I - n _ h, O b 1 - - TAPE PER SUB -SECTION 10.1 c-05 8 c-06 0 I E SU 6052. SEE DINGS � 1 - - I a F TAT — 1 OR TRACING WIRES ION DETAILS. O G O I 1 1 I 1 5' SS 6 2 J � I I _ t 4 UPON FINAL COMPLETION OF CONSTRUCTION N•1 =�� ndo7m C 6 1 1 I � I / 9 I ,- T T SCARIFY TA 1 •1 1 N• i CONTRACTOR O SCAR! EXIST GRADE FROM S +00 E 9 681 97 17761 y.� 8 2.94 � z�%��='� s 1 O I � I P T 1 E • 131 , 1 � TO PAVEMENT A IBTH PL BE WITHIN THE LIMBS OF I I 1 I - ..-3�iu:T-'>`� I CONSTRUCTION AND COVER WITH 21NCHES CERTIFIED I 1 I E•11 3 6811Ji6 P a MA LEW D � 00 I I 1 J O / WEEDFREE STRAW 1 >�L 1 T I L_TIyW7IWJ•! II iIr E ••_ 13764822d/227 2 — — as � � 1m 0 \VaP II \l ✓ II I I ESTATES E Sconc FSUB-SECTION O5 PRovwE UNDER R U.ND WARNING TAM PER S • ECTloN,o.1I052N1n6'FENCE TYP)I ^ . . . . . . . 10 C>,D WETLANDS (TYP) MAPLEVVOOD PARK / 11 r K NIG COUNTY NCORPORATE I 1 CITYOF RENT O1J I .................. - _ - CITYRENTON .� LIMITS J39 \ • , N • 178329/ '\ \ 17W\ E • 13170CM i DIP � \ I/ KING COUNTY WETLAND AND STREAM BUFFER LIMITS \ E • 1317054.44UTILITY AND I . IACCESS EASEMENT TO CITY PLAN Y / OF RENTON r A �C scuE: ,• • 4a / FILE 8235000.0100 I3u WATER I I EASEMENT I • ` --_ `` v:.D. -o I / I 1 I I �MAPLEV:OOD PARK BOUN'CARY I I I AT1 M . C9 e � SLRW UTILITIES N AREA PLEASE GILL BEFORE YOU DIGORAL 4K' 1.BDD.424.5565 NO. — EDL �eAtc REVISION BY DATE APPR •1c r•4a �� DATUM AGENCY PERMIT SUBMITTAL amCITY OF EAST RENTON LIFT STATIONJulr2o,t RENTON ELIMINATION PlennlnWBuildInWPuNcWoftDepL SITE AND PIPING PLAN C-O4 / I N GENERAL NOTES: KING GUINEA wE I LAE!1 AV757REAA:JI�'r PEt � A INSTALL BURIED PIPE IN ACCORDANCE WITH CITY STANDARD PLAN 405. BACKFLL PIPELINE BETWEEN STA LIE:IiS \ / i I 0+75 AND STA 3+50 AND STA 8+60 AND STA 10.30 WITH ( 1 1 /,25•HDR2 BEND / I GRAVEL BORROW PER SECTION "3.1/(1} BACKFLL ALL I sIU :nND ::� OTHER PIPELINE WITH NATIVE MATERIAL WHERE SUITABLE. 1 STA 1+91A1 � _ N • 177901L27 E•131661639 / CP{3 2 I DE1 EN t IUV REMOVE ROCKS AND OTHER DEBRIS I INCHES AND 20ND LARGER OTRERWISE,BACKFLLWITH GRAVEL BORROW. I COMPACT TO 92% MOD BETWEEN STA I.W AND STA S.M. \ CUYSI iJCNUV 1125'VERT BEND ES`A-7G.3n/C i� tE=39C.7 11Jt5•VERi BE E355-036.E52 L:f7 ,4 3G'C°E7 EASELP_Ni IY=j STM+36 /u/-y LIA!I;S UE CONS ?7C7ION 6350-!G. C ( (1 �") AND95%AIDD PERASTM D1557 FOR ALL OTHER PIPELINE. RAQ WIRE STATION b' 1� I STA 1+10 / E=1376612.612 N=i7E2i G.0/E5 P B. LIMIT PVC JOINT DEFLECTION TO A MAX OF WLLF MFRS �--- 14' N>•777956D1 �jB TEMPORARY i CAf2-fifiA� DI" -_ IEh1316616JXy N•�17F�2 ;. µpEE IZ'C• EE,3t6501c7; STREAM i' E'3:L•-1D.N x RECOMMENDED JOINT DEFLECTION. 15 i ,� I I i ,) ,9p T � 1V=390.59 C-07 N-778279. } 1 • ,t' (( t 4I ,4 '\ i1' {��-1,}� E-� CROSSIJC j I E-1316606.L�9 C. PIPELINE EXCAVATIONS SHALL BE CLOSED UP OR I�� EpF°�E'Crw�, EIEv-12.6 CHANNEL ` 1I -.( `' 76 ^r �1', �" < ! 635J.BR/C —c c (0'M'.•. 1.3) XIN 12 ' ` t '� n-77?'t.73t Cu)h' ' ; =<, "< n c t0'CiN9. i = E• v 124 PROTECTED PER SECTION ,-0723(1)AT THE END OF EACH WORK DAY. 079 .trT.� J —'�\ �i-----'�-� - f� CT ; STA 0-75.77 - l� •� �_-\`�ssY m `, !� co KEY NOTES: D L71 \v ray - I , \ \ • ' `\ 1 /01� ABANDONED 1r SS. FILL WITH SAND CONTRACTOR TO VERIFY DEPTH POTHOLE PRIOR TO ; a -� - K2, BY 17 .� 12"lN ��1 COMMENCING CONSTRUCTION. ! �+OD \ 3+50 C1%� �- 3+W - - - - 2+50 ,� 2 % []2�� 1+50 _ �,.1 3 i / �I- — — }I �� , I - i yti31 —� CORE DRLL AND CONNECT NEW SANITARY SEWER PIPING \�`-- \E— — J- — -- —� — --- — — I `� �' - m �- i—/(— \ —/ /� -� � — - / m� 1 I I) r`\ /�T- 1 r 1E / ! •2. �.` (2)t6'.20'Of2 I ' N 10't=c J.NE?,n EAV`!ENTfTv('` t; \ ��-'' �9' 22' �,q• i 7 J WITH KOR-N•SEA. BOOT WITH SST CONNECTOR, OR EQUAL. ' 1 '3 ,E=39t_5 REMOVE MH CONE TO FACILITATE CONSTRUCTION I O W 1 It '�— `/-" J.y� / ` l 1 I C m CAr .I 5 12 , 1 /' e" 3D� \ \ ::.' . . — _ -•II N Q \\ t ' `// / ly� :.:.,: _,. •.-'. 1'v' C�SIY=395,3! n p�J��(,J� �� / _ . •-I E 3D'cvTP( 5wksi0.7F I c I� j \i\ f{�f�I `l�f� t} 1 _ _ tr �,,( I v r�•�) g \ t. / I j�,(yC�(J� tl{ _ _ .N' I• 12' 12 ��22YY �� dj `='C+ j 1 ---- ACTIVITIES AS REOD. REINSTALL TO MATCH t70STMG. 9� ' i /� SI_CPF7 — _ — SEAL WATERTIGHT. I ' 5 CHANNEL PER CITY STD PLAN 100.1. �,L VALVE VAULT Yn, X• g INSTALL HYDROPHILIC WATERSTOP HORMONTALLY 1Y AROUND INSIDE FACE OF EXIST MH, MIN 1r BELOW IRV OF / / -tt \ ./ CHANNEL.MC,201 pIN BY ADEKA M'DR Y OTITE CJ-07253K B f I GREENSTREAK OR EQUAL. ADHERE �WATE R STOP TO EXIST eR _ I H A G - M USING A SINGLE COMPONENT W TERSWELLMG i C � I - - / }�`r'\ :: -1': •:: -:: -: = C'-:: •: = •:: •:: •:: •:: •:::: •:: p ' I c L SEALANT ULTRA SEAL P-201 BY AD LF.AKMASTER LV-1 z I 1rsS °� `.� BY GREENSTREAK, OR EQUAL. AFTER CONC HASTAKEN Y - - - - —r 1 / r . ) •:•:�.:.-.':' �-''.':-�-��:::�:::'--:':�-}:7.: �.::•t•--•: -. "--:: is:. I - :�- - - -'� - w / / / ! / � 2d� � :: ?!Yf::::: •: � Vu)) � I / y� ti W- �1`•-`�:':•:�?r:`•'•:•'._•r:�:"�:::::.::::::�.�r:}'::;:-:::-`C-�..- 6 %0 h - -RUBB EAL ELECT INTML BET SEAL JOINT WITH SYNTHETICRUBBERS ING cL-C SLOG 1 COMPOUND SIKAFLEX 2t NS OR SL OR DUAL PER 3 1 E S788 TYP l P e h A LE1hOOD 20 .FiE• ey:::::::.............•..... :7.wcu I ESTATES lE 4' i - �:::'::::.::,::':::,:-_�::_::.':f:::::..'::.::::'::��: ••::��'��::•: %:••:-•: •- M � W=TV✓=ILL PLAN EAST RENTON SCALE: 1 • • 20' EXIST SWO MH 5314 080 LIFT STATION STA OMOAO FACILITY FLE: 8235CD6C-IW 12123 LF 5 75.77 LF m g g 5? / 395 _ m m - - `- x , 1 395 APPROXIMATE EXIST GRADE v 3, - m�W mom" mew 390 /` -- -- -- lrw 390csDR3s (((ppp STEWART CREEK F 7 c wtw acd5 2 S1A 0+97_ S I A 0+65_ Ex�30'so 5 6 Ex 30'SC IE 390.7_ I W y 385 W a ^' c / n O® 6 IE'90.9= 38J V) u w - Gny{,.12SS �0.003 15' SS 0.007 ALN CHANNELINGTAP MANHOLET380 Fo. 2) 380 19) 375 1 s SS 0.009 MIH 375 J m F Q I 1 2A" (TYP) 370 - 370 15 PVCSDR35 365 s 365 •O •60 i <Luz T- O - 360 STA 5+00 STA 4+50 STA 4+00 STA 3+50 STA 3+00 STA 2+50 STA 2+00 STA 1+50 STA 1+00 STA 0+50 STA 0+00 PROFILE ;M.� SCALE HaT21.20VERT:1 •S 4�F' A'S� FLE: 8235CODC-10D ��®��® 4��fi ��, '� AS INDICATEDi' $ ;,w CITY AGENCY PERMIT SUBMITTAL EAST RENTON LIFT STATION �JULY 2011 OF ELIMINATION •I RENTONBURIED UTILITIES NASA R7sIV'" Em� PLEAMCMLIBUDREYOUDID '• PW**8ka19n91PLdAe W� PIPING PLAN AND PROFILE •- STA 0+00 STA 5+00 C-05 uc 1l00,121SM NO. REVISION BY DATE APPR 'f" ... � - . s Z GENERAL NOTES: I q ) A. INSTALL BURIED PIPE N ACCORDANCE WITH CRY STANDARD / -i PLAN BACKFILL PIPELINE "b n x?VG i.;+.r41 w_t'cV:; <NUSi d.! t'..n I �_ �• ! I".:I I,. -,.� / % �� ` J n a• SETWEEN405. STA 0+75 AND STA 3+50 ` . � y \ .� ��P°..a. Ki6E �v �^� � �•- � '� � r AND STA 8+50 ANRROWD STA 10+30 WITH �'� �'I GRAVEL SECTION I� I L-7J:E1fA52._ �- `•� ,1 z M3.14(B BACKFLL cy cr ` ` -- �_ _ m 9-03.14(1 ). BACKFLL ALL OTHER _ __ - ;.. -- -�_ AL �'�• �1 PIPELINE WITH NATNE MA7ERNL + I ft I a tt.25'FIORZ BEND c, G 09"'RK N WHERE SUITABI E. REMOVE ROCKS - F— — a�---' Y AND OTHER DEBRIS 4 INCHES AND I -'O • t AR HII_LF_. SW9i euJ-S'4.12 1 1 k �( [ � ! OVERLAY STA 7+91.99 Nam, 77642.663 E.1316755.79 �' j f --� LARGER OTHERWiBE. BACKFLL ! I< yl --"� + WITH GRAVEL BORROW. COMPACT / <, ..` _ �_ / ' 24 1 - '� - O TO 9Z%MOD BETWEEN STA 1+00 AND 4 AND GRIND E L.06� M,373t'< !� I E jjy I Gi?S-RUBS 96': W/T_ ni E 12'Ol�`I7)-3b"r.G'<4e /' , 11.25'VERT BEND I STA 8+58,AND 95%MDD PER ASTM I % / L'-1•- N D1557 FOR ALL OTHER PIPELINE. i ^` (J t STA 8+00 &100 "' r ( li4fiE Qi*Ta l- i' m '. I�B. Y-,r4S,.;t7 / . '*• F1F'.�374.7; N .17TA % E.13t6762A8 / , _ ,,• LIMIT PVCJOINT DEFLECTION TOA EM3 Ct.. _ ' _) 5+� _ -!- -Z � MAX OF HALF MFRS R y .b-.I..,)Jr JOINT OEFLECTpA RECOMMENDED 15"SS l •' .. .,`.j:��) o.Jj L 1'•77i ;, ill (;t}Y:+-.. i r.:'I'.r•7; r•,', _ r 11.25•VERT:8EN0 STA r I `\` i J} I�ti �m __ �f' / PIPELNE EJ(CAVATIONS SHALL BE -- ii ' I I --- ---- 1 \ 8+265 / -__ __-_ \ N.177623.66 / /" ` 1 \ i b >• �' 8• ; `.1 _ �� - \ 6+� i �.! �•[ H-t J. -- - n CLOSE0 UP OR PROTECTED PER rr -_ -, l , J b SECTION 1-07Z3(1) AT THE END OF J..._- c--��' 1 `"[� tSYiIMF/!�•` •� 11.25' HORZ BEND W EACH WORK DAY. STA 5Hf7.86 .. -<- y _ q N.177e25.73 KEY NOTES: __-. {�G M+5 _�_-/—._s—_— x sA ,. 7 E %1t 16631.84 / ( F.1 :(. Spy 6' fiyq_ p �,yp / 1O CONTRACTOR TO VERIFY DEPTH BY ! j 1481A PL. SE 4 (fYP) - `` 7�t fEcJi3S / /P _. •.' E-t376bE> / POTHOLE PRIORTOCOAMENCING J . G8 R1:-37iEC t: ::• :.'l I III6661-'3 \ CONSTRUCTI(K tea) ,-� EXIST ' ! -- (- • r$„ l —•. -_t e--�.TH33�1090 \ -' ---STA 10+3D:73 i I ,/_ - -.'- --=-. y15'SS .- ..�_.r 9i - _ •- - - + ,— ADD to [cn pp6 A C00 1 ---�---= - I - E 3'u':�{h}•3,:._, p 11.25' HORZ BEND jl 11.25' HORZ BEW::. 14N 2 CUT UP6QED PENETRATION WITH EJ cwr,)E� 20 f STA7+12.92 / STA 6+4693�' /t, O POWER SAW NOHAMMERNG N.177698.23 N�177752,87::,� TRACING WIRE CONNECT NEW E.131669954 i E.13t666235 __._•.1 7YP? STATION q�I ^ `.�"' SANIfARALLOWEDV SEWER PIPIMG WITH NPC WATERSTOP EOUAL, FLL GROUTING VOID NGROUP. �� C-07 �_--_ 6 '\ -- / - n O INSTALL NEW 6P' SANITARY J/•'� � MANHOLE PER CRY STD PLAN ¢p �1"`)%'� SIT, �r m 4-ti:^J87.91J-/ 3 60'O fir:---:h:[. `:':. Vi ..fc:.4:_.ti ,Iv::� i 1 400.1. MH5314086 - / STA B*57.86 Cfl'UJ?;5ur-37t 73 I� AT COMPLETION OF CONSTRUCTION, PROVIDE t IZ OVERLAY FOR ALL PAVEMENT 0-10.A:/: I 11I )( ! tc� I-1rn7.ne.-,.WITHIN LIMITS OF CONON STRUCTI. GRIND EXIST ACSFEET FRpAALL ElEV-SJd21CURBS. ��SLRM � �5_ - REMOVE CHANNELING TO MATCH O + f r - P t} t:'RDK UPSQED PE DK RECHAM�EL _- PER CITY STD PLAN 400.1, SPA - CHANNEL O Y _ NL AS REOD 14'-OW-V TALL PLAN O CHAP4-LNK TO GATE ANDLFENCE SCALE: 1' - W CURB EDGE PER WSOOT STD PLAN FLE: 8235C00-C-100 L30.10-00 AND WSDOT SECTION 8-12. I7231 LF !' 109.66 LF t t 250.01 LF 3� t�--�, <N.: I �:.,= >'�j min,', = z i'� g Sc ^.-�•Mn l I g APPROXIMATE LXISTROT Ix I� GRADE o /I 385 380 v:l 4 _ _ ` I' _<;?`= <,r, M�<,;,� __ _ ^ W r' illy w n[^.� Fin <�'^ 375 II I APPROXIMATE EXISTING GRADE I -- I I �/ `�-✓ �t ! ��- 1� � - --- Z w n § 15'SSQ0.009 MN' 380 H W W 375 370 ! ( I N co 370 L 1 1 ,y + � 365 I I I 15" SS @OA743 15' I ( SS @ 0.009 I I ! I F L/J W 385 I 360 i W L W 360 -- _ � SS E O.!nX 353 --• _ g 15"PVCSDR35 w W 15' PVC SDR 35 355 M Z_ W Z <IY:i 350 } bw� 350 STA 10+50 STA 10+00 STA 9+50 STA 9+00 STA 8+5D STA 8+00 PROFILE STA 7+50 STA 7+00 STA 6+50 STA 6+00 STA 5+50 STA 5+00 ,{ :. T' yam- c5ca_ AA r 11c T'4 S � eFtWy�t, $ A~ / S iM FILE: 8235CD0-G100 BILE: 9 HORIZ=00-r'.2P VERT: ,'•5' AGENCY PERMIT SUBMITTAL 'AM 194�•N0 AS INDICATED - A CITY OF EAST RENTON LIFT STATION &M w' DULY 2011 ' �� ELIMINATION BURIED IRILRIES NAfZFJ. PLEASE CALL BEFORE YOU DMG RENTON _ To 'YTSTs DATUM �°soA,1. PIanO Wofks DePL PIPING PLAN AND PROFLE C-06 18004243M5 NO. REVISION *SuII 4Pubk — STA 5+00-STA 10+31 BY DATE APPR - """�®`• ..,, .: TEMP BYPASS PUMPING SYSTEM EXIST MH 5915135 RIM EL398.041 2 \ CL CHNL 12' IN, E) 386.39Y s G � — I F RMPATERNTS NTION S POND 2UCTION (TYP) fYPJ CTIV, [ EXIST 6\ CdMH531-i p0O 7y ra �, VALVE VAULT I I2' SS O I \7 ELECT BIDG L111E'T VIIELL I EAST RENTON / LIFT STATION 600 FACILITY H4 pap %% +pp.0p 4 MERGENCY ST( -WELL KING COUNTY WE LANE STREAM BUFFER IMIIE TEMP BYPASS PUMPING SYSTE/ / O EXIST MH 6314 078 RIM EL - 4012D CL CHNL 1D' (E, W) . W72D A PLAN c-0a SCALE: 1' • 20 FILE: CMSC00-C 1G0 AND 1 T SLOPE 1% ` (TYP) EXIST 60'O 15' SS MH 5314 079 ,i lI 12' SS W MANHOLE CHANNELING C-05 SCALE: 314' a 1'-0' . FILE: 8235C10•C-08 Rm 11 W� QUARRY -------------- 10 KEY NOTES: 7 3-INCHES CLASS 3W HMA PER WSDOT SECTION 9-039 O TEMPORARY BYPASS PUMPING MANHOLE. MAX NOISE OF TEMPORARY BYPASS SYSTEM SHALL BE 34NCHES CSTC PER WSDOT 45 CBB AT NEAREST RESIDENTIAL PROPERTY LINE. S SECTION 9-039 (3) FIELD VERIFY DIAMETER OF MANHOLE. O LOCATION AND DATA FOR EXISTING MANHOLE IS 64NCHES CSSC PER WSDOT BASED ON CRY OF RENTON GIS DATA AND IS 6 SECTION S-039 (3) APPROXIMATE. CONTRACTOR TO FIELD VERIFY. NEW AC PAVEMENT O CHANNEL WITH CONCRETE. «I„ANNNEL HEIGHT-12 INCHES. C-06 SCALE: 314' - 1 d FILE: C-0749 O BYPASS PUMPING DISCHARGE LOCATION. ROUTE PIPING TO INVERT OF EMERGENCY STORAGE WELL TEMPORARILY SUPPORT PIPING AS READ. OCONSTRUCTION OF TEMPORARY STREAM CROSSING IS PROVIDED TO FACILITATE EQUIPMENT ACCESS ALONG PIPELINE ALIGNMENT. CONTRACTOR TO INSTALL PER GENERAL DETAILS SHOWN ON THE DWGS AND PER BEST MANAGEMENT PRACTICES. SUBMIT TEMPORARY STREAM CROSSING TO ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. REMOVE ALL MATERIALS FOR TEMPORARY STREAM CROSSING PRIOR TO STREAMBANK RESTORATION. - O COMPACT CSSC AND CSTC TO 95% MOD PER ASTM D 1557. OCOMPACT HMA TO AT LEAST 91% OF ITS MAXIMUM THEORETICAL SPECIFIC GRAVITY (RICE DENSITY} COARSE O CONTRACTOR TO COORDINATE WITH LOCAL HOA AGGREGATE Irr DIA OF PIPE OR AS FOR STORMWATER DETENTION POND ACCESS. NEEDED TO SUPPORT LOAM, WHICHEVER IS O TEMPORARY BYPASS PIPING. CONTRACTOR TO GREATER ROUTE ABOVE GROUND AND SUPPORT AS REQUIRED. �Q Q Q Q Q Q Q Q Q 10 SEE STREAM DEWATERING PLAN FOR COFFERDAM DETAILS. ADD VISQUEEN SHEET OR EQUIVALENT IQ Q Q Q Q TO FUNNEL STREAM FLOW. EOTEXTILE FABRIC ,Q Q Q Q 11 VISQUEEN SHEET OR EQUIVALENT AT OUTLET OF I� CULVERT. Q Q I TEMPORARY 8'0 PIPE 12 EXTEND CLSM TO 5 FEET OUTSIDE OF STREAM. _ 101 �� I I I_.11 I I II I CULVERT 13 INSTALL CONCRETE CUT-OFF WALL AT END OF SECTION 5 CLSM. SCALE: 1 1IY • 1'-0' FILE: SM 10-C-M 1 +50 TEMPORARY STREAM CROSSING 5 SCALE, '�"� FILE: 8235C10L08 AGENCY PERMIT SUBMITTAL BURIED VTLRES N AREA PLEASE CALL BEFORE YOU DIG IAD.124955 Total Trees 103 Shrubs Mahon,* nervosa Low Oregon grape 19.1 4 floc 18 Oem(ena cerwiliormis k10wn plum 1 gal 4 It o.c 18 Physocarpus CapitaWs Pacific nslebark 1 gal 4 11 o.c 18 Polysbchum m lum Sw ord fern 1 gal 4 Ill o.c. 36 Rubus spectebdis Sahunberry 1 gal 4 It o.c. 18 SyrMwicarpos elb us Snow Derry 1 gal 4 It o.c. 18 Total Shrubs 125 Total Area (square feet) 5Y08 TREES (6. O.C. TYP.) SHRUBS (a' O.C. TYPICAL 900 Si FOOT AREA COMMON NAME T1 - Douglas fir T2 - Big lea( maple S I � • Red alder � S7\ -Sahgnbeny [�\ S2 - kldlan plum L-02 S3 • Sword fem S4 •Snawben S5 - Low Oregon grape S6 - Paden dnebark TYPICAL PLANTING COMPOSITION IN A 900 SQUARE FOOT AREA TO CONSIST OF APPROX. 16 TREES AND 20 SHRUBS, EL&H TYPICAL FOREST BUFFER ENHANCEMENT PLANTING DETAIL L-01 NTS Scie ntihc Name Common Name Type Spacing Plant Number Special Instructions Shrubs Mehoma nervosa Low Oregon grape 1 gal 4 It o.c. 54 Osmierie cerasiloemis Indian plum 1931 4 It O.C. 54 Priysocarpus captstus Pacdlc rlslebark 1 gal 4 Ro.c. 54 Po/ystrchurrl mlmlfurrl Sword fern 1 gal 4It O.C. 71 Ruous spectabdrs Sakronberry 1 gal 4It o.e. 71 Synlpiaricerpal Wbus Snow berry 1 gal 4 It o.c. 54 Totaf Shrubs 357 Total Area (square feet) 12,557 30' 3 SHRUBS (4' O.C. L-02 SEED BETWEEN SHRUB CLUSTERS GROUP LIKE SPECIES TOGETHER TYPICAL 900 SQUARE TYPICAL PLANTING COMPOSITION IN A 900 SQUARE FOOT AREA FOOT AREA TO CONSIST OF 56 SHRUBS. PLANT SHRUBS IN NATURAL GROUPINGS TO CREATE WILDLIFE HABITAT ZONES. 2 TYPICAL SHRUB BUFFER ENHANCEMENT PLANTING DETAIL L-01 NTS KEY r77-1 WOODCHIP PATH (2736 SF) O FORESTED BUFFER ENHANCEMENT (5706 (PLANTING ZONE 1) SF) L-01 f ® HYDROSEED BUFFER ENHANCEMENT (12.557 SF) SHRUB a e ZONE 2) (PLANTING STREAM BANK RESTORATION (202 SF) 3 V (PLANTING ZONE 3) L-01 t P 1f( 1 SEED MIX (745 SF) O (PLANTING ZONE 4) GENERAL NOTES: A. MAINTAIN EXISTING PATH NETWORK. COVER WITH 4* WOODCHIP MULCH AT TIME OF PLANTING. B. PLANTING SHALL EXTEND TO LIMITS OF CONSTRUCTION. AS SHOWN ON THE CIVIL DWGS. KEY NOTES: Oj WOODCHIP MULCH SHALL BE APPLIED AROUND PLANTS. SEE PLAN SHEET L12. OSEED MIX SHALL BE APPLIED AT A RATE .14. LBS PER ACRE. Planting Zone 3 -Stream Bank Restoration Scientific Name Common Name Type Spacing Plant Number SPecisl Instructions Shrubs' - '"•• - Cornus sencee Red-oser dogw ooe Lvestake 21t o C. 20 $elrr luCida P4citrt witbw I-westake 21t ox 13 Sal'. SdOwnsis Silk. w40w Lnestake 121t o.c. 18 Total Shrubs 51 Total Area (square feet) 202 30 COMMON NAME S 1 - Reoosler dogwood S2 - Skka widow S3 - Padre will- S3 S1 L-02 S2 S S2 S2 St o LNE STAKE e SHRUBS (TVP.) S2 53 1 S3 S2 52 TYPICAL PUNTING A 900 SQUARE L-02 53 S S1 S3 FOOT AREA TO CONSIST OF S3 S3 S2 APPROX 225 SHRUBS. TYPICAL 900 S3 S1 N, S3 SQUARE FOOT AREA I S3 53 NOTE EACH CIRCLE S REPRESENTS 5 PLANTS. S3 S1 DECREASING > DECREASING �— ELEVATION (TYP.I ELEVATION (T1'P) ELAU 3 TYPICAL STREAM BANK RESTORATION PLANTING DETAIL L-01 NTS r ESA 5309ShIsholeAve.NW Seat(tle, )WA 98107 F: (20066)7899-99668844 BURIED UTI-MNAREA PLEASE CALL BEFORE YOU DIG IX13A245555 Anna ��;, AGENCY PERMIT SUBMITTAL °A"Ewwmts'"` AS INDICATED -J4� - DATUM n® CITY OF --�7� RENTON Planrong-eWdr91Pubk Works Dept EAST ELIMINATION BUFFER ENHANCEMENT & STREAM RESTORATION PLANTING PLAN & DETAILS JULY20iI UE L-01 ,w_ ""`""°'"' NO. REVISION BY DATE APPR ..�..e o PLANT LIVE STAKES THROUGH COIR BLANKET ON STEEP SLOPE RIPARIAN AREA PUNT TREES AND O SHRUBS IN UPLAND AREA A INSTALL COIR O BLANKET ON SLOPE PER CITY STANDARD PLAN 213.10 STREAM BANK PLANTING SECTION (TYP) L-01 NTS r ESA 5309 Sh#shole Aye. NW Seattle, WA 98107 P:(206)789-9658 F: (206) 789-9684 BORED UTILITIES N AREA d PLEASE CALL BEFORE YOU DIG 1 AWA24S556 PLANT LIVE, DORMANT STAKES BETWEEN 0.5 AND 1 INCH IN DIAMETER 4' LAYER OF WOODCHIP MULCH SQUARE CUT MINIMUM OF 2 BUDS EXPOSED MAKE PILOT HOLES IN EXISTING SOIL. WITH REBAR TAMP SOIL AROUND LIVE STAKES. ANGLE CUT AT 45 DEGREES I7 O.C. BPACNfi nw) 17 O.C. SPACING mm 1 srrnm 2 LIVE STAKE PLANTING DETAIL (TYP) L-01 NTS SCARIFY ROOTBAL. ROOTS AND K a2 =ag o: Hl WWU HW MULUM, YtA I HtH MULCH E OF ROOTBALL, EXTEND 6- BEYOND ING BASIN CIRCLE FINISH GRADE BACKFILL WITH NATIVE SOIL ONLY SCARIFY EDGES OF PLANTING HOLE TO ALLOW FOR ROOT PENETRATION BOTTOM OF ROOTBALL RESTING ON 3X ROOTBALL DIAMETER UNDISTURBEDSOIL SECTION a TREE/SHRUB PLANTING DETAIL_(TYPZ L-01 NTS GENERAL NOTES: A. A TEMPORARY STREAM DE -WATERING SYSTEM SHALL BE IN PLACE TO DIVERT FLOW AROUND WORK AREA PRIOR TO INITIATION OF TEMPORARY STREAM CROSSING REMOVAL.(SEE SHEET C-02� B. REMOVE ALL MATERIALS USED IN TEMPORARY STREAM CROSSING. KEY NOTES: Ot STABILIZE SLOPE PER CITY OF RENTON STANDARD PLAN 213.10. OINSTALL LIVE STAKES ON STEEP SLOPES. ADJACENT TO STREAM. OPLANT TREES AND SHRUBS IN UPLAND AREAS. *dV va M31113� Ike 03A1 AGENCY PERMIT SUBMITTAL w LAKE 4 WASHtNGTON i EAm I4.lIFe* x'';i Www—w �- FROJ£CT srTE ti yVc • ��• .�[cwn�CJt Orr REFERENCE: 2010 GOGGLE MAF VICINITY MAP NO SCALE MO^TH REFERENCE.20M GOGGLE EARTH LOCATION MAP NO SCALE SLESED UTI.RES N AREA PLEASE CALL BEFORE YOU CFO 1A00.124.3555 CITY OF RENTON EAST RENTON LIFT STATION ELIMINATION AGENCY PERMIT SUBMITTAL PRELIMINARY - 60% DESIGN LEVEL PROJECT NO. WWP-27-3549 A, PR VE SUBJ TO SIT ONDITIOM LAND USL SERVICES DIV. DRAWING LIST �V kr:- ZU SKEET NO. WtAVAW— NO. DESCftVMM 1 G-01 COVER SHEET 2 C-02 GENERAL NOTES. ASS:R-14PT*v* N.'O LEGEND' 0 C.D1 E%PTNG Sr2 ANC CCr�PJ�S 4 C-02 TEMPORARY EROSION AND SED)WENf CONTROL PLAN S Cm DEMOLr10F1 PLAN S C-04 Sr. E AND PO4% PLAN C.05 PPNC PLAN AND PROFILE - E7A 0.00 - STA 5- 0W E C-05 PPNG FLAN AND PROFILE -ETA 5+00 - STA 10.52 D CAT MECELLAlEOLIS DETAILS - I 10 C-02 M25C£LLANEOUS DT AL� <- 11 L-01 OLF-- FER ENHANCENIEW i STRI W RESTORATFDN FLARrM PLAN a DETALS 12 L-M STR£AMBANK PLAN, SCHEDULE 2 LRMJSCAP£ PETALS - APP ROVE King Cour vv LAKD USE DIVISION, Uraic►eQe Requirements Cnh L 2 G dt �quiremerms ON i3 Offer CONTACT PERSONNEL K.[- D,D.E.5, DAVE CHRISTENSEN WASTEWATER UTILITY SUPERVISOR (425) 430-7212 �o-�4mtier aF� :ACE E 1[�EEA6. PL tR5 a�j CITY O F R RENTON ''b '�c��•rsd° '� EOL �Js�ovi s!6� o.�� —� DATUIt PUrnhg+BJidng/P�ESc Warm QtOL NO. REVISION eY DATE AFPR +� '""'a`�• CITY OF RENTON 1055 SOUTH GRADY WAY RENTON, WA 98057 7i-e undersigned has approved V* cccumW. }or and on beW of Carc*o Eq**e-s Was1>kom P.C. Vice PreskWn JULY 2011 AGENCY PERMIT SUBMITTAL EAST RENTON LIFT STATION nILY2p11 ELIMINATION COVER SHEET G-01 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SMALL W MEDATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 2 UNLESS DETAILED. SPECIFIED, OR OTHERWISE NDICATED ON THE DRAWINGS. CONSTRUCTION SHALL BE AS INDICATED N THE APPLICABLE TYPICAL DETAILS AND GENERAL NOTES. TYPICAL DETAILS SIMLL APPLY EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON ORANhM 3. WHERE NO CONSTRUCTION DETAILS ARE SHONM OR NOTED FOR ANY PART OF WORK, DETAILS SHALL BE THE SMILE AS FOR OTHER SIMILAR WORK. ABBREVIATIONS AS ANCHORBOLT ABC AGGREGATE BASE COURSE AC ASPHALTIC CONCRETE AFF ABOVE FINISHED FLOOR AMR ANCHOR AIM ALARM AL ALUMINUM APPROX APPROXIMATE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AUTO AUTOMATIC AVG AVERAGE B AT BSP BUAaR STEEL POPE C CIVIL CA CONCRETE ANCHOR CB CATCH BASIN CHNL CHANNEL CITY CITY OF RENTON CJ CONSTRUCTION WONT CLORCL CENTERLINE CLP CONTROL PANEL CLIP CORRUGATED METAL PIPE CND CONDUIT CO CIFANCAJT COMP CONC COMPACTED CONCRETE CON! COMM CONNECTION CONT CONSTRUCTION CONTINUE (D) SOUS) OR CONTROL CP CONTROL POINT CPEP CORRUGATED POLYETHYLENE PIPE CKS COUPLING CIWD COTTONWOOD D DRAIN, DEPTH dSA DECBELSADAISTED DBH DIAMETER BREAST HEIGHT DOES DEPARTMENT OF DEVELOPMENTAND ENNRONMENTALSERVICES DEG DEGREE DIET DETAIL DIAOR0 DIAMETER DIM DIMENSION OP OUCTILE IRON PIPE DWG DRAWING OWN DOWN E EAST EA EACH ELORELEV ELEVATION ELEC ELECTRC (AL) EMBED EMBEDMENT ENGR ENGINEER EDP EDGE OF PAVEMENT EQL EQUAL ED" EQUIPMENT EX OR EXIST EXISTING FIG FLANGE FRO' FIBERGLASS REINFORCED PLASTIC 1. FTOR' FOOT, FEET 66 GEOGRAPHIC INFORMATION SYSTEMS 2 HOPE HIGH DENSITY POLYETHYLENE HIM HOMEOWMERSASSOCNTKXN 3. M HORZ OR HOR2 HORIZONTAL ID T6BE DRIFTER OR INSIDE DIMENSION 4. IE INVERT ELEVATION yp INOR• INCH, INCHES INV OR INVERT E t NK b. KC OR KC, KING ODLWM L i L LENGTH, LANDSCAPE LF LINEAR FEET y MAX MAXIRSXM T. MOD MAXIMUM! DRY DENSITY W MOM MECHANICAL MFRS MIANUFACWRERS L MH MANHOLE, SANITARY MIN MINIMUM MISC misaUANEDUS S. MON MONUMENT 70. N NORTH NE NORTH EAST MOOR# NUMBER 11. NOM NOMINAL NITS NOT TO SCALE NW NORTHWEST BUILDING MATERIALS VIEW IN SECTION MATERIAL EXISTING REMOVE NEW CONCRETE SOIL O.C. ON CENTER VIEW IN PLAN MEW SHOWN - EXISTING SCREENED) OD OUTSIDE DIAMETER GRATING SP - - - ,�•;ta_,. PAVEMENT PL PROPERTY LINE. PLACE PAIL PANEL �uWRE PSI PPOOUND PER INCH OTHER PVC POLVVNYL CHLORIDE PVIAT PAVEMENT VIEW IN PLAN R OR PAD RADIUS EXISTING ROCS REWEiA REF REFERENCE- WETLAND ;:. .��.'�'•�'••.`��'•'"�,•'." REINF REINFORCE (D) PNG) PADS M READ REQUIRED RWTA RECLAIMED WATER STREAM SOV SSWIWNNGc, E"acsvuVE SURVEY LEGEND (EXISTING LINE WORK) SO STORM DRAIN SDMH STORM DRAIN MANHOLE DO WATER VALVE (D MONUMENT NOT TIED THIS SURVEY SE SOUTHEAST HYDRANT SIM Sim SIMILAR FBi O FOUND CASED MONUMENT SPEC 55 SPECIFICATION W SANITARY SEWER GRAVITY ® WATER METER JS( SET MAO NARJALUMNUMI WASHER SSFM SANITARYSEWER FORCE MAIN 0 POST NOICATOR VALVE STAMPED'PACE CONTROL' SSMH SANITARY SEWER MANHOLE © ® WWHOLES(SSISD) S SST STAINLESS STEEL ❑ CIDO STD STD STATION STANDARD -0-�� pY POLE PLASTIC CAP STAMPED'PACE CONTROL• UNLESS OTHERWISE STATED. m STEEL F— GUNANCHOR SOIL7EarPR S/W SIDEWALK® .UNCTONDOX SW SOUTHWEST [A] POWER TRANSFORMER TDH TOTAL DYNAMIC HEAD P T POWERTI3EPHIDNE VAULT TOC TOP OF CONCRETE PM O POWER METER CENTERLINES- TP-0 TYP TEST PIT MUMMER TYPICAL 0 TELEPHDIETVRIBER CENTERLINES — PROPERTY LINES ID GAS VALVE RIGHTOFAAYLINES — VORVW VALVE ® GAS METER EASEMENT LIES — — — — — — VERT VERTICAL LOT LINES— VLT VAULT STREETLIGHT DITCH LINE . . . VOL VOLUME x SPOT ELEVATION WATERLINE .a SIGN SAMITARYSEWERLME s W WEST, WIDTH, WATER o MAILBOX STORM GRAN LINE so W/ WITH C,][� ROCKERY �LOP49MM LINES ---- ---- WD WATER DISTRICT ��JJJ o W WITHOUT CONIFEROUS TREE UNDERGROUND POWER LIES w WSDSD OT WASHINGTON STATE UNDERGROUND TELEPHONE LINES -uM DEPARTMENTOFTRANP'ORTATKXN UNDERGROUND POWER LINES/ iM/lif DECIDUOUS TREE TELEPHONE LIES % PERCENT UNDERGROUND CABLE TV LIES ury ICV IRRIGATION CONTROL VALVE OVERHEAD UTLITYtlEB oa CHANLMK FENCE rYYY1 DRIP LINE WIRE FENCE—z—z—z— W(M FENCE — EROSION AND SEDIMENT CONTROL STANDARD NOTES: APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (EBC) PLAN DOES NOT OONSTTME AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DEEM XA. SIZE AND LOCATION OF ROADS, PIPES, RE8IRICTORS. CHANNELS. RETENTION FACATES. UTILITIES, ETC.) THE I.PLEMENTATON OF THESE ESC PLANS AND THE CANSTRUCTOK MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANTESC SUPERVISOR UTL ALL CONSTRUCTION IS APPROVED. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING. IF REQUIRED, PRIOR TO CONSTRUCTION (SWOM APPENDIX D). DURING THE CONSTRUCTION PERIOD. NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMNS SHLL SE MAINTAINED BYTHE APPLCAN IESC SUPERVISOR FOR THE DURATION OF CON SFRUCTONL STABILIZED CONSTRUCTION ENTRANCES SMALL BE INSTALLED AT THE BEC44NM OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR N COW UiCTpN WITH ALL CLEARING AND GRADING 80 AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAAYAGE SYSTEMS, AND ADJACENT PROPERTIES IS M@ACO. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE WB MUM REOUREMENTS FOR ANTICIPATED SITE CANOTION8. DURING THE CONSTRUCTION PERIOD.THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E+G ADDITIONAL COVER MEASURES, ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION ETC) DIRECTED BY KING COUNTY. THE ESC FACILITIES SHALL BE MPECTED DAILY BY THE APPLCAN"I'AM SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SMALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES. ANY AREAS OF EXPOSED SOLI, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO CONSECUTIVE DAYS DURING THE WETSEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE 6IMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G. SEEDING. MULCHING, PLASTIC COVERING, ETC.} ANY AREA NEEDING ESC MEASURES TENT DO NOT REQUIRE IMMEDIATE ATTENTION SMALL BE ADDRESSED VWTHINSEVEN M DAYS. THE ESC FACILITIES ON IMO CTIVE SINES SMALL BE INSPECTED AND MAINTAINED A MBNMIHM OF ONCE A MONTH DURING THE DRY SEASM 81-WRTMY DURMC THE WET SE7A80NLORWTHINTWENTYFOUR(24)HDLM LLMMASTMMWM. - AT NO TIME MOLL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WWTHINA CATCH BASH. ALL CATCH BASKS AND CONVEYANCE LIES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SMALL NOT FLUSH SEDIMENTiADEM WATER INTO THE DOWNSTREAM BYSTEIL 4ircaro/%° LINE WORK NEW OR EXISTING STRUCTURES NEW OR EXISTING STRUCTURES HIDDEN — — — — — — — NEW PPNG (TRIPLE LASS) NEW PIPING HIDDEN (TRIPLE LINES) NEW PIPING (SINGLE LINE) NEW PIPING HIDDEN (SINGLE LINE) — — — — — — — EXISTING PIPING (TRIPLE LINES) EXISTING PIPING MODEM (TRIPLE LINES) — EXISTING RAIL (SINGLE LINE) EXISTING PIPING HIDDEN (SNME LINE) — — — — — — NEW EQUIPMENT OR PIPING CENTERLPE EXISTING EQUIPMENT OR PIPING CENTERUE —_ NEW EQUIPMENT NEW EQUIPMENT HIDDEN — — — — — — — EXISTING EQUIPMENT NEW FITTING EXISTING TO BE REMOVED NEW PIPING CALL -OUT EXISTING PIPING CALLOUT C DRAWING CROSS REFERENCE DETAIL OR BECTON IDENTIFICATION D•1 DETAIL OR SECTION TAKEN ON THE SA,►E $MEET DETAIL OR SECTION IS TAKEN ON THE DRAWING INDICATED AT TITLE TYPICAL DETAIL REFERENCE BLIBBLE TYPICAL DETAIL NUMBER IDENTIFICATION DETAIL OR SECTION IDENTIFICATION ETAL OR SECTION REFERENCE SLSBLE DETAIL OR SECTION IS TORE FOUND ON THE SAME SHEET DETAIL OR SECTON IS TO BE FOUND ON THE DRAWING INDICATED TYPICAL DETAIL IS TORE FOUND ON THE TYPICAL DETAIL DRAWINGS AT CROSS REFERENCE SANITARY SEWER NOTES: 1. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERYISE APPROVED N WRTTNG BY THE PUBLICWORKS DEPARTMENT. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE CITY AND APPROVED BY KNG COUNTY PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC F"ITOF WAY. - 2 ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND T SHALL BE THE CONTRACTOR'S RESPONSIBLY TO VERIFY THE TRUE AND CORRECT LOCATION BOAS TO AVOID DAMAGE OR DISTURBANCE. 3. A PRE40NSTRUCMN CONFERENCE THAT INCLUDES THE CITY, KC ROADS, AND KC DOES SMALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION (PROVIDE MN 7 DAY NOTICE} T SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. ONSPECTKXN WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON AND BY RESPECTIVE PERMIT HOLDERS4 T SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFLLM ALL CONSTRUCTION. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE 5. T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN PERMITS OTHER THAN THOSE INCLUDED WITHIN THE SPECIFICATIONS PRIOR TOANY CONSTRUCTION. L A COPY OF THESE APPROVED PLANS AND SPECIFICATIONS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS N PROGRESS. T. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF KING COUNTYACITY FOR THE PREVENTION OF ONSTE EROSION AFTER THE COMPLETION OF CONSTRUCTION PER CONTRACT DOCUMENTS. S. IN UNIMPROVED AREAS, MANHOLE TO EMEND MINIMUM 6INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' 01AMETER CONCRETE RING POURED AT GRADE. N PAVED AREA, COVER MUST SLOPE N ALL DIRECTIONS TO MATCH PAVING. SURVEY NOTES: HORIZONTAL DATUM: HAD 8341 BASED ON FOUND MONUMENTS WCCS 02M (PACE CONTROL POINT 02) A CONCRETE MONUMENT AT THE EAST QUARTER CORNER OF SECTION 14 AND WCCS r1D00 (PACE CONTROL POINT 017) A Y' CONC:RETE MONUMENT N A CASE AT THE N7ERSECTION OF BE 142ND STREET AND USTH PLACE BE VERTICAL DATUM: HAVD IN BASED ON CITY OF RENTON BM'REM212T BEING A FOUND ROUND CONCRETE MONUENT IN A CASE AT THE INTERSECTION OF BE 142ND STREET AND 149TH PLACE SE, (ELEVATION P• 363.72 FEET). LEGAL DESCRIPTION: THE NORTH HALF OF THE NORTHEAST OUKRTER OF THE SOUTHEAST QUARTER OF SECTION 15, TOW NSHIP 23 NORTH, RANGE 5 EAST• WJL. N KNG COUNTY, WASHINGTON; EXCEPT THE WEST 30 FEET THEREOF; AND THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 14. TOWNSHIP 23 NORTH. RANGE 5 EAST, WJA, N KNG COUNTY V4ASHWGTGIt EXCEPT THOSE PORTIONS CIF SAID SECTIONS U AND 15 HERETOFORE CONVEYED TO KNG COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 9401060622. EROSION AND SEDIMENT CONTROL STANDARD NOTES CONT: 12. ANY PERMANENT RETENTIONNETENTION FACILITY USED AS ATEMPORARY SETTLING BASH SMALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FLWFIDN ULTWATELY AS AN NFLTRATION SYSTEM. THE TEMPORARY FACIITYMUST BE ROUGH GRADED SOTHAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 1& COVER MEASURES WILL BE APPLIED N CONFORMANCE WITH APPENDIX0 OF THE SURFACE WATER DESIGN MAAHRAL. 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED N PREPARATION FOR THE WINTER RAMS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGHHING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TOBE SEEDED ANDTHOSE AREAS TO REMAIN UNCOVERED 8H1LL BE SUBMITTED TO THE DOSS NBPECTOR AGENCY PERMIT SUBMITTAL BURIED UTLIT64 NAWA PLEASE CALL BEFOREYDUCIG 1A A24SM I , I I I ! CP 86 I 695D-109R/C N•177801336 E • 1316500520 _.._.._.._.._.._.._.._.._.._.._. I ELEV •38/31 / \ 201 PERMANENT N•t 79 \ EASEMENT(TYP) E• 131659621 LIMITS of CONSTRUCTION N.1T740822 6350-109111C 380 E�MEMEW(MPI E.1916781m N.177613300 ��'` E-1316607D85 H { ELEV.381.17 E.131676421 / / /�`___ CP«12 17790129 779 � _ E • 1916765.16 / j /� / / �"' I E. 1316665320 mow. � -- i �r �./ ELEV .380.72 cpflo 6350-1 BRIAR HILLS / / N.17nna66 . 4%- I I NO.4 / i i E.1316745..»SJ2 N' - CP814•BRASS / / / L•3902W DISC W/PUNCH 6350.11.74MOC N.177OD221 E777 .1 :6BOL107 / 13 E • 1316.18 ELEV 374.17 (D WIt0311(np) 4 / / / -'► I - -I- P Nib Awl-0110 CP N6 635D.109WC N.178111.131 E • 1316512.5m ELEV .390AS CP 10 N / E•1 • 1316512JS12 1 / ELEV .390M / / OL CP AY7 695D-103RiC N•1T8 OJM ELEV .390m M a , i - 3 N.17761294 0* <` E.1918819.79 i i i� 695D-VR (+Y� `4 96 YYY \`\ i iUCj ��yy I i E•1916812JS73 T .17744 % ELEV. w9m , E•131S61 A 1 ' ' Cps ,X, I N.1 42727 B�J\ I �( T COVC 885D3122WC E.131884{92 1 ��yy �. PAJ N 177'955AOS E•1916918.97 I 695D•11.11MN1N Jlf\ duo W T �� ELEV•383.78 1 T4 IT yy C",pC• I I-.._.._..-.._.._.._.. �._.._.._. N.177687910 \ T 0 E.1318806.701 \ CPm MAPLEWOOD PARK O ' I \ ELEV 635"129WC N.177787JI65 E.1316M.172 ElEV.3N� WETLANDS (TI'P) .� ! UNINCORPORATED KING COUNTY CRY OF RENTON _ ' \ DIP :7 W KING COUNT\' WETLAND AND STREAM BUFFER LIMITS I \ / M-178314AS / \ E • 1317054A4 � I r:__.._.._.._.._.._ ._.._.. - PLAN I FCALE:* ISCODG1oo II 3D WATER I I EASEMENT wa.90 MAPLEWOOD PARK BOUNDARY I I I I M CAS e4 s`•��i• �`�� "g, iAer_oroRrl�Ns.ne iAV A41=1 URIED"! Iwc BUTLRESN M `�li�F �� DATUM PLEASE CALLBEORE YOUNG d+`• ° � IAMA MBM NO. REVISION d.�..• BY DATE APPR N La7 PARKSIDE COURT N.17894838 1 \ I SIORMWAXER DEILN110N POND V CP82-BRASSDISC 695D•102MON N•178279MS1 E • 13166COM \ELEV .392M (OWN: I �• VALVE VAtRI I �• � 3 (+YP1 p ELECT BLDG t ' wE I EAST RENTON WE /LIFT STATION FACILITY EM_RGE'NCY STORAGE WELL N.178921.91 E • 1918M&10 CP 05 690-10SROC N.1783 ime I E.1316729.09:1 ! E.EV•39521 1 6 CONTRACTOR / STAGING AREA CP 04 695D•10ARIC MAPLEWOOD N.178909.163 E • 1316646951 ESTATES ( ELEV•401JO I 6' FENCE (n'P) f}�- CRY OF RENTON I (\ ^ jN.17832MA9 / \ \ E • 131704295 --Yj�.�R'L\ \1 I aF I ' -F- I I I GENERAL NOTES: A. EXISTING SURVEY CONDUCTED MAY 2009 DENfffES TREES B INCHES DOH AND LARGER NOTALLTREESAND SMU13BERY ARE SHOWN. LAM OF WETLANDS AND STREAMS ARE APPROXIMATE S. ALL CONSTRUCTION ACTIVITIES SHALL BE CONTAINED WITHIN THE LIMITS OF CONSTRUCTION AND AVOID DIRECT WETLAND DISTURBANCE C. ALL DISTURBED AREAS SHALL BE RESTORED AT THE CONCLUSION OF THE PROJECT PER CONTRACT DOCUMENTS. D. EAST RENTON LIFT STATION SHALL REMAIN N SERVICE AT ALL TIMES THROUGH COMPLETION OF THE PROJECT. CONTRACTOR TO MAINTAIN DRIVABLE ACCESS TO THE EXISTING EAST RENTON LIFT STATION AND ACCE88 TOALL OF ITS FACILITIES FOR CRY PERSONNEL AT ALL TIMES. E. LOCATION OF EXISTING UTILITIES SHOWN S BASED ON RECORD DRAWINGS AND FIE, D LOCATES. ALL EXRSRNG UTILITIES ARE SHOWN APPROXIMATE. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AFFECTED BY THIS PROJECT PRIOR TO BEGINNING WORK. KEY NOTES: 1 TERRAIN EAST AND WEST OF SURVEY IS MAPLEWOOD PARK AND 18 HEAVILY FORESTED Sp.WAR TO WHAT IS sHOWN ON EXISTING SURVEY. MAPLEWOOD PART( IS AN INACTIVE PARK OLIMITS OF C40NSTRLPCTION TO EDGE OF EXIST GRAVEL ROAD. UNLESS OTHERWISE INDICATED. OLIMITS OF CONSTRUCTION TO FENCE LNE. UNLESS OTHERWISE INDICATED. OLIMITS OF CONSTRUCTION TO CURB. UNLESS OTHERWISE INDICATED. OCONTRACTOR STAGING AREA LIMITED TO EDGE OF GRAVEL DRIVE AND OTHER LIMITS AS INDICATED. OLIMITS OF CONSTRUCTION THRU MAPLEWOOD PARK TO BE ESTABLISHED BY CRY. CONTRACTORTO MAINfA0 RIOTECT LIMITS DURING CONSTRUCTION. UTILITY AND ACCESS EASEMENTTOCITY OF RENTON AGENCY PERMIT SUBMITTAL AVRft CITY OF EAST RENTON LIFT STATION �JULY2D1, = RENTON ELIMINATION - P �dnoJft Waft DepL EXISTING SITE AND CONSTRAINTS G01 I I I i I GENERAL NOTES: PARKSIDE A. EXDSTNG SURVEY CONDUCTED MAY 2otle IDENTIFIES COURT TREES S INCHES OSH AND LARGER. NOT ALLTREES AND I I SHRUBBERY ARE SHOWN. LIMITS OF WETLANDS AND STREAM ARE APPROXIMATE Y•7782823E+ i i — E • t :SFr 95.53 B. ALL CONSTRUCTION ACTIVITIES SHALL BE CONTAINED WITHIN THE LIMITS OF CONSTRUCTOR AND AVOID DIRECT WETLAND DISTURBANCE. SIOR1iN 11 CONCLUSION OF THE PROJECT PER CONTRACT 1tR O ALL DISTURBED AREAS SHALL BE RESTORED AT THE I DLT_ ov POND DOCUMENTS. D. EASSERVICE T G I IRENTON LIFT ALLREMAIN IN A \ AT MES THROUGH STATIONLPROTECT. 2 STREAM DEWATERING CONTRACTOR T MAINTAIN DRIVABLE ACCESS TTHE \ _ 1 C438 PLAN I E708TNG EAST REHTON LIFT STATION AND ACCE&STOALL OF ITS FACILITIES FOR CRY PERSONNEL ATALL T R ES. - - E. LOCATION OF EXISTING UTILITIES SHOWN IS BASED ON t `�_ - _-__ _ T '- - - - - _ _ RECORD DRAWINGS AND FEUD LOCATES. ALL CONTRACTOR EXISTING •` _ 1 I • � n,A � + - UTILITIES ARE SMIOINM APPR070ANTE. CONTRACTOR / e �"' `. • Q TING UTILITIES AFFECTED PTHE ROJECT OF ALL PRIOR TO BEGINNING WORK. 1 II I -38 / 362 " I ` / ♦ 9_ --_ _ _ _ _ _ F. SEE FOR ERO G42 AND SEDIMENT CONTROL STANDARD NOTES, .,A�� 3 DWS it LIMTTS OF t` 1 //---T CONSTRJCTIO. i TTTT"''LLLL PROTECT ITCH BANS e �p f ;rPl - ' ' KEY NOTES: pM cQ ALL I"7REAM WORK WILL OCCUR DURING THE DRY ELECT BLDG MONTHS AND UNDER THE SUPERVISION OF �'.7J OUALIFIED BIOLOGIST. CONTRACTOR SWILL DEWATER STREAM CHANNEL AND DWRT STREAM 2`'i�9 //� �jC I\\ t I FLOWS AROLA10 WORK AREA PRIOR TA I I / SLT FENCE ' y� i' 1 JIjL \ I IN•CWINNEL WORK. A COFFERDAM CONSTRICTED A WE I EAST RENTON OF SAND BAGS OR SIMILAR MATERIAL SHALL BE LIFT STATION INSTALLED UPSTREAM AND DOYW48TREA M OF THE / / "9 JIC Netl62B9.76 FACILITY WORK AREA STREAM FLOWSHALL BE PUMPED / / R N EMERGENCY AROUND O THE CO FE DISCHARGED SE /1 / • .� ' ,,`y��y, � i � � � q o \ TORi.GE W=J1 DOWNSTREAM OF THE COFFERDAM. ANY SEEPAGE / #,T i i t "J)° #. M•�i 1 Nat78325.6' INTO THE WORK AREA SHALL BE PUMPED AND DISCHARGED INTO THE DEWATERNG DISCHARGE ter, / \ % T E=1316728.:0 /a?B �,(_ 1 / LOCATION. REMOVE COFFERDAMS. PUMPS AND RIAR HILLS_ STEWARrc @ -T 1A ( PIPING AT COMPLETION OF WOFOL 0 SEE DWG 0-05 FOR TEMPORARY STREAM CROSSING 14ft BE \ / / DETALs. 3a$ CONTRACTOR TO LEAVE SILT FENCE AND OTHER • / EROSION CONTROL MEASURES N MAPLEWOOD PARK Q n �i ; b �9p�i q2 1 / CONTRACTOR IN PLACE AT COMPLETION OF CONSTRUCTION. M STAGING AREA EROSION CONTROL MEASURES T BE MAINTAINED AND REMOVED BY OTHERS. �rCONSTRUCTION PRO MPT CATCH ZK I I �i� O qb X 2 I 3 BASINS1 )j , 11 �( / O SILT FENCE e MAPLEWOOD 3� I ESTATES '• I \ . A �Y` T�ro 6' FENCE (FYPj I �.._.._.._.._.._.. _.. t.. g MAPLEWOOD PARK "\ ° ' WETLANDS o� I/ P(7M7 UNINCORPORATED t COY Of RENTON KIVG COJNTY CITY OF RENTON I .� L6N1317042.35 CC�III I I RS l N • 178329b9 / KIVG COUNTY WET LA NO AND ST REAM BUF FER LIMITS I _/•�•'\ \ I I 4=778314ACONSTRUCTION 8 / E S1 e Eat 3NTRArcE 17054.44 _ _ _ I . i I \ //\�� —�/ I •`� \ COS UTILfTYA\N7 ACC: -A SEOMEW TO Wl PLAN F 1 I nA FL�8215CW G,DD II 30'WATER EASEMENT i f I I W.D. 9D MAPLEWOOD PARK BOJNDARY I I / r ESA 1 580SSWelldeAve.NW ® Seattle, WA 88107 Qkll - mrcaro, o F 378 �: PA�F ILec 1,.401 - CITY OF � �e 2K RENTON BIMtLD UTLITESN �wefv �.� p L4Ci C418EF0M✓£ YOUDUDG PbmtMyBd6101Pd10e Willa Dept IM'�'= NO. REVISION BY DATE APPR r"'_ DATUM��`• AGENCY PERMIT SUBMITTAL EAST RENTON LIFT STATION JULY2011 ELIMINATION @ TEMPORARY EROSION AND SEDIMENT C-02 CONTROL PLAN �,o coosiRJCT,ov 1f < I m in — /y m~ 0'P NF-W EAR( �I 1 I 1 1 KI4G COUNT`! WETLAND A'VD STREAM BUT FER . LLMTTS 63ED-tOSl/C NN73676ASi F,390 612 OEN-J90.4J LIMITS OF I �, ; 2 / •` M 31 66, 4\4 6." ` s1.yA_ - ✓ 1' \ \ \ � \� � \ • " fJS YNitQR � �� _ .101 I I, 14 Co 14 co22 ecr I, I f 1565 Lt W SOW ItW374.13 " I E�� / e ' l / E 3DbIPQ1p369A2 All 57 Is"MAPLE 20 KING COJNTY WETLAND / A.ND STREAM S'JFTER LIMITS BRIAR HILLS NcA / / W//114 OC V/PUNCH 114MS N-1774 7.113 N•13IMM.107 / 110 (OMt 0.T)7 / / �— I N" OF 0mC1ttl7OIA S caNc rMuc I `�, �y ----------IS 14dh PL SE \ tspl "ggyy 111M.M83 EXIST MH 53U 090 RIM EL ■ 374M IW IN-365.03 (N.E.W) INV OUTKi65A1(S) 1I tcaro/%o E NUR® UfLRES NAWA RFASE CALL BEFORE VW NG 1AM.Oli . sFF'�y /~AA,- / 10 / ®' 30•CM CB RY-fl,so 5� EXIST MH 53U 006 RIM EL•-0759S IE CUTkXTS0(S) CP/C GM3-10.7R/C 0-173210.005 E-13100.079 6'oEC OEM :R10._ O10'clra Q- Ma" A PLAN FILE: 8235C00•CY100 rem 0 GENERAL NOTES: S I ORMWA 1 LR A EXISTING SURVEY CONDUCTED MAY 2W9 IDENTFES TREES DET EN 1ION 6INCHES DEN AND LARGER. CONTRACTOR TO REMOVE ALL "ONU TREES AND SHRUBBERY WITHIN LIMITS OF CONSTRUCWN. E E-39117L WHERE TREES AND SHRUBBERY EXTEND OUTSIDE OF LIMITS I OF CONSTRUCTION REMOVE AS REQUIRED. BACKFILLWTTH NATIVE MATERIAL. PROTECT AND RESTORE VEGETATION C06C 12' SS I \ m PER SECTION 1-07.16(2) UNLESS OTHERWISE INDICATED. ».17827L , E-131 S. EAST RENTON LIFT STATION FACILITY SHALL BE FENCED TO 6 EXOST80I1 MH 5314079 PREVENT ENTRY AT ALL TIES DURING CONSTRUCTION. (D,►t 1.3) RIM EL - 39692 (ow Ls) ' !! MIN • 384.17(M C. EAST RENTON LIFT STATION SHALL REMAIN IN SERVICE AT _ _ 1 INV OUT. 370-VA ALL TIMES THROUGH COMPLETION OF THE PROJECT. CONTRACTOR TO MAINTAIN DRIVABLE ACCESS TO THE 7P— • `. UT • EXISTING EAST RENTON LIFT STATION AND AOCESSTO ALL OF ITS FACILITIES FOR CRY PERSONNEL AT ALL TIMES. _ — •�• D. RELOCATE ALL SIGNS AFFECTED BY CONSTRUCTION 7 RE4WIALL AT COMPLETION OF CONSTRUCTION 12'W a 1 '' KEY NOTES: P 2• •, ( 6'.20.Ot • ( / 3 � • � ' Oj TEMPORARILY REMOVE ROCKS TO FACILITATE ACCESS. REPLACE AT COMPLETION OF CONSTRUCTIOI •I •_ _ �` " 30.OfP TEMPORARILY RELOCATE FENCETOFACILRATE . " V V INSTALLATION OF SEWER AND OTHER CONSTRUCTION E Oi RY-395.14 y��SN'}390.A I I7 5 12-SS ACTIVITIES. REPLACE AT COMPLETION OF CONSTRUCTION. REMOVE AND REPLACE WITH NEW SS MH. SEE CIVIL 011YGS '1 FOR DETALS. il.Q • III r I i .''' VALVE i I ' : •>� VAULT O REMOVE C SS AND INSTALL NEW SS SEE CIVIL DWGS FOR ' :•:. P i i ( 14,`� ELECT ULDG DETALS. 6 ABANDON 12'SS. SEE CIVIL DVVGS FOR DETALS, :'}:':::=::: 14• j@• 1 Q R■m I (B SEE DING C45 FOR MH MODFIGATIMIS. REMOVE INSIDE J DROP COMIECTIOPLS PRIOR TO YH MODIFIGTIONS. - :::i;Q :: =•: 16•�0• �i O7 REMOVE AND REPLACE MONUMENT PER CITY STD RAN '•--}'-' -_''. : I cry Vlj �� MAPLEWOOD HR41, SIM. EXTEND CONC RING TO GRADE. NO AM MONUMENT SHALL BE LOCATED AND RE-ESTABLISHED BY '•:.j_`:._ ESTATES A LICENSEE) OU14111L �•t -: "" ' W EI W¢l 5 AC PAVEMENT RESTORATION LIMITS. SAW CUT MN 110• •"" p BEYOND EDGE OF TRENCH. DI? 9 EAST RENTON g DECOL IMIDN AND DEMO EXIST LIFT STATION PER O LFTSTATON SUMECTON 10AIng AFTER SUBSTANTIAL COMPLETION • �•' (1') i1 FACILITY OF SEWER PIPELINE VJ I tr SS Of • 1 I I EMERGENCY STORAGE WELL \ '6 EXIST WO MH 5314 090 ,0 REMOVE WOOD FENCE. METAL GATE AND WOOD POSTS TO FACILITATE EDPT ACCESS. SEE CIVIL DINGS FOR REPLACEMENT. / , RIM EL-3M91 ! IW IN- 369.71(M 11 SEE DV1G C474 FOR GRADE SCARIFICATION AND BMW INV IN-384.6 M _ REDUIREMEIRS. INN OL�69.1,1(N) i \%` � r-�_� — �,•i — _ 7211"'= —.�- — _ —,s 24 U i 3 ��y1 MAPLE CUM • •LMITS OF CTON Mj-P) / / / / / •��` .- _ — \ I /380 //_// //�•� 1 t� CPF2 1 UCONSTRUCTION / / 6'�AN IM2MN EASEMENT (TYP) / I I 0.17705 / / / I �\r / / \ alp 20'"PERMANENT EASEMENT(TYP) CPPID / / [•15 46 F / / 1 FIRUNE0 CAStAs / / AGENCY PERMIT SUBMITTAL 1 A PARKSIDE GENERAL NOTES: COURT J4 I I N • 17 G07 A. EXISTING SURVEY CONDUCTED MAY 20D9 IDENTIFIES I E • 191618553 N • 1783M958 TREES 6INCHES DBH AND LARGER NOT ALL TREES AND - E•1916MB596 SHRUBSERYARE SHOWN. LIMBMI S OF WETLANDS D r — — — — —� STREAMS ARE APPROXIMATE B. ALL CONSTRUCTION ACTM7IES SHALL BE CONTAINED i I I MAPIEN'OOD PARK / SEE SHEET C-05 ``rr I WITHIN THE LIMITS OF CONSTRUCTION AND AVOID — — — — — — — — — — — — e- — — — — "- — — — — —I��— T —' N IONR BTORMI DIRECT WETLAND DISTURBANCE 1 POND C. ALL DISTURBED AREAS SHALL BE RESTORED AT THE / \ I 2V PERMANENT I I CONCLUSION OF THE PROJECT PER CONTRACT N s 178279.& / N • 1EASEMENT (TYP) / E • 191859M.OB I DOCUMENTS. E • 151859316511 6.2,21 I 0 I I D. EAST RENTON LIFT STATION SHAM REMAIN N SERVICE I I / SEE S H E ET�{�a,��,'.C,,�9, /6 _ / ,15• 9 5 I \ I AT ALL TIMES THROUGH COMPLETION OF THE LIMITS"+1` 8. } I i Z �{1t 2 • I \ I I TO THE cEEXIS EAST TRENTON LIFT DRIVABLE AND ACCESS _ _C-M CONSTRUCT \ 9 _ — — I ACCESS TO ALL OF ITS FACILITIES FOR CITY PERSONNEL _. ;. --- -- - — �' AT ALL TIMES I/ B� / • _ • _ E. LOCATION OF EXISTING UTILITIES SHOWN 6 BASED ON c r _ _ _ _ _ _ RECORD DRAWINGS AND FEUD LOCATES. ALL EXISTING —g9° 2 -L, — �'00 39 — — - -- - 1 - -- UTILMES ARE SHOWN APPROXIMATE. CONTRACTOR p ION / 5p/ r — _� I ♦ . 3 I SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES WORK EASEMENTff d- _ /-/ / / iJNL i 1 ' ,\ / /� qp yoh.. l 1 y _ 9 _ _ -D BY THIS PROTECT PRIOR TO BEGINNING Ik / \ u,` i 1 VALVE I I I F. NSTALLBURIED PIPE IN ACCORDANCE WITH CRY / / I "I loll N•,T7929,97 .' I }yti . �. .. >�z. VAULT I STANDARD PLAN 405. BACKFILL PIPELINE BETWEEN STA N • 177/2296 / I / / I E • 191667B21 'yr ids n.:•' �u?; 3 W75 AND STA 9KA AND STA B+60 AND STA 1M30WITH E • 131676421 _ w T 1 T;rs � ,,,.. g . i {l ELECT I GRAVEL BORROW PER SECTTDN 8-03.1 1 BACIffLLALL 117�4saae.. _ .. _ .. _ �. I / / .01 / / .: "� = ---- _ x' iY;:ws.�?> 8 o co BLDc I I I K 1 (' � r :.• OTHER PIPELINE WITH NATIVE MATERIAL WHERE I h'i :nr.,,,,, E • 1916765.16 ./.. 37g / a� " " "I ' /..i,$` y .`t•.: yr=`` SUITABLE, REMOVE ROCKS AND OTHER DEBRIS 4 NCHES SHEET / / / i�" ry �'r' I l ,z:,"'`.,. rr+:,eic-+;;; $` N O I I AND LARGER OTHERWISE, BACKFLL WITH GRAVEL .'`•�- I SEE � i3$4 � — •� .'--rl� "" fi y;�'^`.: m 1 BORROW. COMPACT TO 92%MLID BETWEEN STA 1+00 / .,i I 1 \ iLjC \ ""'F;i•i`-fs'�y"'""- EAST RENTON AND STA 8.58. AHID 99%MDD PER ASTM / In STATION OTHER PWELNE I �/ ya,.. >. . $.: \ ka• M WET FACILITY ,`cas I f BRIAR HILLS � �$�=:�"t`�c.: ;`;=:� / �'r �,y, � � Q 1 �', �yr,.'� WELL I G. PIPELINE EXCAVATIONS SHALL BE CLOSED UP OR [..[r r'�.v,> / `. :fia,c`">c;: r 'role .9 „ N • 178289.76 '"`c'"�' 'ri<Y r ,»x '�, " / r'w 1 c' �� EMERGENCY I 2K I / ,i`' \r; � '"�`'` `�•+ � .ez. '. ' Ip o+P m , '4 \ I PROTECTED PER SECTION 14p 1 AT THE END OF I / ".,3,`FT��;- r • r �r ="fir` rr r ^� m o ,may E • 1916727.70 EACH WORK DAY. / 1 ,�k O.b `�*'� � STORAGE WELL N • 17740822 N • 177802$1 / / — '�: sut?;�is`i',Vai>�',,`��.•, ,.! >:-4sE mod`,, .,;s .T<r,. 1 T u9 �y m .> . I E • 1918781D0 E • 1916777.18 I— . ' ` — — :''+'.*• x�"i.,s ` '.i` r r O ,T,, T N • 1316727=1L1 \ ° T` .' ' ;E / E • 1916728.10 I KEY NOTES: O r � 6g` � � iji% � _ `- � / �<`k :i: �,'s` 11 � � I 1 SEE PLAN FOR BYPASS PUMPING DETAILS. r`O `"�,S .•'; OT O �;< 5 ::`s• 2 PROVIDE LINK GATES WITH DO NOT :sxr:'�;� ".Fr` 'max "1:': r r>+� • , / / ( ENTER, NS LOCK GATES S AT THE ALL SITE ACCESS r -�u�', "'s � `w �< '�� :a LOCATIONS. LOCK GATES AT THE END OF EACH WORK :>rr CONTRACTOR DAY. ? _ Ia,:- O m :F"y ;::.'is_''` ?�.�,:_.:;, �rr�'-•.".�'•^- •4 Q�� 2 / STAGING AREA I O PROVIDE TRACER WIRE AND UNDERGROUND WARNING - - °j 1 TAPE PER SUBSECTION 10.150M SEE DWGS C-056 C-06 FOR TRACING WIRE STATION DETAILS. 3,. i i a �;� moo• ^�� O `�/ I O 0 sy'f:a`3�,:� i+mot 't ip I/ q N • 177407D3 ^�`t; A=tii3�tz�Y,r a' •"``'`'Ys �� I E • 191681897 \ .+`.',',.y '1``'��d��, ,,Y ± :v-`"•.t:, i i ' � O — — — — — J CONTI E FINAL COMPLETION STR CONUCTION, N • 77761294 I . Y �, •` ; O �..�",�<,.x '- s� i � .u��t."` � TF( � �0� CONTRACTOR TO SCARIFY EXIST GRADE FROM STA 1400 E • 131681939 N • 177N9.11 ^ ` ' 7'i(, *�` i�TL``:,�At``}'��is r.` , ; z " / TO PAVEMENT AT 148TH PL BE WITHIN THE LIMITS OF E • 191B8N r.yw �( i : r, , :t•, t?.'.-> I � / � CONSTRUCTION AND COVER WITH 2 ARCHES CERTFED 86 I91a z'r f.;.. •:i zsX<a^ a MAPLEWOOD II i � E• 1916-8N2—2 — �I — — — — —i 8 ,�T�y—I Y�'w..5`rk 3Sa:<,w1'� V:. nm �y I�N�TIT„,T T \ NN z.}h,:�s,:aa:�='Yray"`3�`'cir}a,'Y��:ia':(>Yn�.,:>;Z ;' coNc �m �(S/p)'SL �OAHS, C ,L,.ryT.'( � 'ja O5 WEED FREE STRA W. N.I D ESTATES PROVIDE UNDERGROU ND WARNING TAPE PERL SUB•SECTION 10.15062 N W .r''2F::yy^•. I7 T , �( Yks�:7c�'xx�;:, , I 'T T l T 9�� _ 1 6' FENCE (TYP) WETLANDS II M.4PLEIVOOD PARK I J UNINCORPORATE.Q_ I I 11 KING COUNTY i / CITY OF RENTON J LIMITS i I I / DIP I \ / KING COUNTY WETLAND A.ND STREAM BUFFER LIMITS I I \ / • 178314A6 E • 1917050M I PLAN A SCALE. 1'•40, FILE 023sc00G100 I30' N'ATER EASEMENT I I I W.D. 90 MAP LEWOOD PARK BOUNDARY I I I I`carp/%° \PIN M . �9S BIKED UILIES IN AREA g�4rndp K EA5E CALL BEFORE YOU DIG y 120DA24S655 NO. �� DATUM 1 9l 1 CITY OF RENTON 1 N • 178929m / 1 \ E•1917042S5 _ I 2 \ UTILITY AND ACCESS EASEMENT TO CITY OF RENTON I , a � I _ I I � m I AGENCY PERMIT SUBMITTAL jMCITY OF EAST RENTON LIFT STATION nnr2011 r° RENTON ELIMINATION PlemdngBuftrolPuNcWwkBD•pL SITE AND PIPING PLAN C-04 / KING GOUNIY WEX LAVO ANGST REAM / ( I GENERAL NOTES: A. PIPE BURNER L4tit1iS� / \ INSTALL BURIED IN ACCORDANCE WITH CITY STANDARD �EA I 0-75 ANSTA 3!RDAAND 460 AND IWITH GRAVEL BORROW PER SECTION 9-03.,4(i} BAMUALL 112r HM BEND I ( ST Oi2A1WA, Ek OTHER PIPELINE WITH NATIVE MATERIAL WHERE SUITABLE. BTAN91A1 I DET ENIIOV REMOVE ROCKS AND OTHER D(>BRI641NCHfiS AND N.177601A27 E.1916616� � Cpl} / o ` i � e I IE=390.7 ffi I �bJO \ LARGER. OTHERWISE,BACKFLL WITH GRAVEL BORROW. COMPACT TO0% MOO BETWEEN STA 7+00 AND STA. 10'GONSIRUCTIOV 112r VERTBEND em-103R/C 1725'VERT N-1717JJ6.B52 EASEMENT-(IYvj STA 4+96 E=1 J16612612 LIA!NS OF CONS] ROCTIOV 6' , I N�,77956D1 STA 4N0 14' Flc'V-591fi} I N.1 _ Er1131B616D.j tYIJ.LER CFn (,"i') 635U-I0. iR/C IV=1782tD.065 E=13i66D .979 B TEMPORARY IYC STREAM J / �' CP(2-BRA: DISC 635D-tD.N \ q WIRE STATION ANDSS%MDDPERASTM D7557 FOR ALL OTHER PIPELINE. . B. LMRPYC JgNT DEFLECTION TO MAX OF WLLF MFRS RECOMMENDED JOINT DEFLECTION. ft 14 ' I1' \ .� I I11t j\ 1�. ] 14 22' EfLV==59 �7 CROSSING 6 'J N-178x79. . . C. PIPELINE EXCAVATIONS SHALL BE CLOSED UP OR _ �I (! 6�, '2' �5. I \ 16 6' 12- tY r� :J.2_ `� 7< 1 CHAR to DAf, c V c c N-1_ 5XL 31 c O 10'CT 1J166i�:59 12'Cm 'D v'-15 (Dw. CHANNEL PROTECTED PER SECTIONI-0723 (1)AT THE END OF EACH WORK DAY. EX0.5T 60'P)MH 531 16 9BR/C _ )79 0-75.77 - ul KEY NOTES: D 1 ®'-- _ - - 1 ABANDONED I SS. FILL WITH BAND 4 , +DD 3+50 �/ �,'- 3+00 - - - 2+50 % 92�� ]+50 c > +.2' W 2 CONTRACTOR O VERIFY DEPTH BY POTHOLE PRIOR O ��` ```��' C06UD:NCbiG CONSTRUCTIOIi N Tit Tn 1 _.u) I C \ q - —� _ J�1 — — — — — — ` \ / _ _ ` — L� tit; — — — — 2_ C I 76 / J• — `'. (x),6 .xD'O72 T \ r I '] I ! �- 4 CORE DRILL AND CONNECT HEWSANLTARY SEWER PIPING N7TH IDDR43EAL BOOT WITH 83T CONNECTOR.OR EQUAL /_�Y— I (n 0' PE NEM EA T- J HT (Tw I I I t4 \ i .5' _ D I / [• x2•�`i - ,I REMOVE MH CONE TO FACILITATE CONSTRUCTION (J� 2x 1\ } • 6. O \ tt — — — 30'CFEP — — ACTTv(T1ES AS RF.OD. REINSTALL TO MATCH EXISTING. _ SEAL WATER TIGHT. m ") / 1 �i '� \ I 1 I �I 30 `� /' , ., . 1 /).,-".-�'"•'-.'''7y^' :;V-{��• 11=}D'C7EF(I(9Wk390.79 CB+yRIW395.34 I. G c It' 5 04KNNEL PER CRY SO PLAN400.1. g 10 / I ::.:' VALVE VAULl6 f ) INSTALL HYDROPHILIC WATERSTOP HORIZONTALLY x 22 1 / t ff R t ' 2 AROUND FACE ROUN INSIDE AC OF EXIST MH M 1 94 r BELOW MN of CNMNNEL AIC•2010MN 6Y HYDROTRE ADEKA. DJ-0725.9K BY \I f 34D.DA4 - - J� / / 2a E i 2 1 '� GREENBTREAK, OR EQUAL. ADHERE WATERSTOP TO EXIST H UBMG A SINGLE COMPONENT WA TER•BVIfELLRIG EIU� ULTRA P SEALANT, LL SEAL .T01 BY AD L -7 � LEAIOAIISIBi V - _ - w � -`^ 1 / / , - _ / I 2b ,/ �( I _ _ :.P _ ( � Q ' t ( 9 i �� ELECTB DG Y OR EQUAL B GREE llAl. AFTER CONIC HAS T NSTREAK. TAKEN ( SET. sEALJ JOINT INITIAL a wrrH SYNTHETIC SEIILB4G COMPOUND IX e OR S9(AFL 2 NS $ OR P EQUAL PER L , N g 20 ti( 1 � � ••:'-.:r �etcna_._..:....:..:.•:..:..:..:..:...•,._•.•,.•-... :z•w t DID MAPLEWOOD ESTATES •::f:::':::'::;::;::::::.:.:::::::��::• :'- :'•• w"cLLEASTPLAN L—T TRE�4 SCALE: 1••20' 80'0 MH 5314 DBO LIFT STATION STA OMOm FACILITY ' FILE: 8235CDO-C-]00 42423 LF a 75.77 LF 395 kr� < c_ 395 APPROXIMATE EXIST GRADE . ♦ O o 1r PVCSDR35 390 STEWART ! W ' y at0 uti� CREEK W 2 SlA OM_7_ EX 30'SO 6 STA 0+55_ EX 30'SO S B { W5 W < r .1 uV ® I_ 3903i IE 390.9: 10' SS C.0[ N j N N W ,r ss o om3 380 2 CMANHOLE FILLWITH CONC (TYP 2) 15' SS ®Om7 MPl 380 H ,6$ N 375 1S SS @ "w MIN 375 Q 74Y(TYP) 370 •', - 370 10 5 , 6• PVC SOR 95 365 € jar 365 = ikk� oe� cr 'kii yGZ 360 8� �yg3 3 oyx STA 5+00 STA 4+50 STA 4+W STA 34M STA 3+00 STA 24M STA 24M STA 14M STA 1+00 STA 0+50 360 STA 0+00 PROFILE �cao/%° ,rrN•�q ��g! SCAM'HORZ1-•20•VERT-1--S FILE: L235CDD8]OD P" "° As9iaCATED _ '�""' �q�� '„ CITY OF AGENCY EAST RENT PERMIT SUBMITTAL . LIFT STATION JULY2o71 SUI=UTLMNAIEA PLEASE (•.uL BEFaRE 7Du Dlc e.� ®l „® �� DATUM -� RENTON IN ELIMINATION Plonf* LA nyPLallewwim OWL PIPING PLAN AND PROFILE — STA 0+00 - STA 5+00 G05 IJUA SM NO. REVISION BY DATE APPR '""'�`• e GENERAL NOTES: A. INSTALL BURIED PIPE N ACCORDANCE WITH cm STANDARD PLAN 405. BACKFLL PPELIIE Y: I :;!'�,'.:_+.1'J;'•t--' ��\ V t, - ( I' < •�i;� ris�-. / >i h`' :� BETWEEN STA 0-75 AND STA3.60 �' J I'JI f 3 \ / `\/! / FF �y / i- �. 1 ' ,-+Ct. /;.,}'- iI•.tu I ' 1.�'✓` �, //�:�..2c/, ! tE' `a AND STA 8-60 AND STA 10.30 WITH �I ''?I t 1 ,•. i \/�/ % ,�' T-1 EL �i::,.; t-i� i fY� /}� ti11TON z e-03.11(1�B/RGFU TRALBi�OTHER / �J / 1125•HORZ BEND �'•. / / / i N -� PPELNE WITH NATIVE MATERIAL WHERE SUITABLE. REMOVE ROCKS AND OTHER I jR +3 1 9AR Y:'t! iti STA 7+9799 j j t '. -j.-a._—'-� ,' vx.=-�-- cc--- ats - -acD DEBRIS INCHES AND Ty I, I •tip.. <: SACri t71B.:.i!.i2 i k ftf `I j ! 4 OVERLAYANDGRNO 1 E.1316755.79 I+ 1 % r / I� 7 1 (,`1"� -!.� 7-. `-�-' i �•>\` -, _-. / �l �� {T + io LARGER. OTHEfiWISE.SACKFLL WITH GRAVEL BORROW. COMPACT TO 92% MOD BETWEEN STA C E'GE�Nc"t:?G.f"< (-T-_-L' _I l [ # a •-+ 7z / / ' t _/-. --• !• / i , I+OOAND STA 8+58, AND 25% MOD PER ASTM GiiS-6u3 r,�Ym.Na! LE J3:y^.:''Cfi�st:r'i(n;L;kL:.:3'';.n;S,.5E:'s / j%+ I� C .". 7 Jb j"( �yji� 1125VERTSEND J STA O N.17763825 f� /f !I � . 01557 FOR ALLOTHER PPELNE BLIAR PVCJOINT DEFLECTION TOA TE3-S;3=76:;17i4.tVcw. E 1316762A8 / t . cQ A:z:c ' I 15-SS - 3c �' , i :S:iL':, Or r.,::i::=c _r, ,\ i i �..,.�� / �?S 'NTR Np Y�� ..J,i - �}� u.]=�(=TI E-1 MAX Of WLLF MFRS RECOMMENDED JOINT DEFLECTpN. 11.25•VEM STA 8+205 '�' / / i /..' i 1 - / �.� �1 _ -� r � -�/. �, m r^'• i't '. PIPELINE EXCAVATIONS SWILL BE 1�--- " n CLOSED UP OR PROTECTED PER I ri ' ` '` I •� �8�.60� i( L \ I /�,..� _ i= 1; r\. _ 6 t' 1 j / 1 13'fi: A../"� ice- 1 '\ 1. ��'� �b ( ,E w 11.25' HORZ BEND SECTION I-07.23(1) AT THE END OF EACH WORK DAY. -s c-L!__ �j 1 - A�_ C1i� i/;•: j I- - �I j/ . _, ! .v`;'\ i t TA S5�67b6 / KEY NOTES: 2 5 i 'CUED tailr :d:tl `.: '�''v �� -:6' N.,778T5.73 E. O1 CONTRACTOR TO VERIFY DEPTH BY148 PL. SE 4 (TYP) ' E �-` r _�. 4, nF-fYF/JI / __TO COMMENGNG -z j \ _ t-I � 7� RC=f ce � ,/ _''• fir E-t.',75Ga CONSTRUCTION. EXIST _ r . j ) - - r•. e J E..� ~ E�G:I ��1� 11.25•HDRZBEND _ /` 11.25•FIORZ END::.r L5/ �i 7,, OCUT UPS¢ED PENETRATION WITH I / / —~ / F CZ00 RAGNG WIRE N.tA77�8.23 STA 6M693�-':-•: 1ST N•17776 I tr /-:.:-•: f/ � POWER SAW. NO HAMMERING ALLOWED. CONNECT NEW gw.etir - % ---•+ \\ ,,��//� ----------__�_�'---__-------._�J�-.--- TYP; STATION E.131669'� // \ / E.137666735�: \\ L .- ��•r �� SANITARY SEWER PIPING WITH NPC WATEUT EQUA.FF ILL VOID WITH GROUT. l�. �' J INSTALL NEW BP SAWTARV C-07 III \ cull;u. Ll�y-1u w`h �I // / J �> Y_ :+,+ 1 MANHOLE PER CITY STD PLAN 400.1. O f A, Q: I-TSX?i!I } MH5314086 STA 8+3726 _-PS:..t?2 ' i I / r O AT COMPLETION OF ss I h 7 f I )i wl S--• A% 1 / / �\ l s : - •:. • : , c E>"3tE7a...:_� !'t (1{� / +': -.•: - ':::: - : CONSTRUCTION. PROVIDE 1 7/7 OVERLAY FOR ALL PAVEMENT WITHIN LIMITS OF CONBTRUCTKA CGRIND URBS. AST ACSFEET FROM ALL CURBS. E-Rz Gec m:at:E _- - - - OREMWING ECHANNELTO MATCH UPSIZED PPE DYL RECHANNEL � PER CITY STD PLAN 400.1, SPA - - i - ..:R•. CHANNEL ONLY AS REOD. PLAN O CFMN4.NKGATE ANDFENCETO SCALE-- ,--21Y CURB EDGE PER WSDOT STD PLAN FILE: 8235CODG10D L30.10-0D AND WSDDT SECTION 8-12. 17231 LF j 109AS L� } 230.011E I 385 w m m '�Yn I wm APPROXIMATE GRADE wm 385 a �;sr <•' III a.�al_�,K�1_ tG <AYai Allww n 380 -"_ it%- -: _ ~�LF' �Lu~�� • APPROXIBVIT EXISTING GMDE / I/ §a� I 375 W 375 ¢ 370 (( �5 i I ta• Bs Q om9 MN � � rn W W 370 in ! I a•Bs�o:o� � l ~ 365 15- SS C OD143 � + N I W 355 f- 2 5 S L I i 360 W W < 380 16'PVC BOR 35 LW 15-PVC MR 35 1 365 € 1 ma W _ _ _ q 355 350 i ns� b mw2M STA 10+50 STA 1 D+00 STA 9+50 STA 9+0D STA 8+50 STA 8+00 PROFILE STA 7+50 _ STA 7+OD STA 6+50 STA 6+00 STA 6+5D 36D STA 6+00 � M ' C9.1 p SCALE: HOR¢ 1 .2DVERT:, FILE.' 8235CD0-G100 .5 '""`""'�'S"` 1" AS � CITY OF AGENCY PERMIT EAST AENTON LIFT STATION SUBMITTAL ~�JULY2011 Bt1R0:D UT8ITIE5 NNEA PLEASE GALL BEFORE Ivw DIG 13 ELIMINATION -� RENTON roA�� t _ _ I DATUM "w'� I .,,�.r.,. 1 '�'e 1=5 �, NO. REVIS04 BY DATE APPR Phv**%u1d1n0LMc VftimDePL PIPING 's"'®" PLAN AND PROFLE - STA 5+00- STA 10+31 C-06 — � PUMPING SYSTEM EXIST MH 5315135 RDA EL • 9BBD13 1 2 — CL CHNL 17(N, E) • 9B6.3Bi rDENTEN'TION RMY POND '11AITS OF CONSTRUCTION (TYP) 20 PERMANENT I \ EASEMENT (TYP) e 10- CONSTRUCT19K" i EXIST 600 04 •, /r MH 5314019 4iorcaro//®® il u N c o4 SCALE: 1' • 2d FLE: 8235COOd:1OD BLIRED WLRES N AREA PLEASE CALL MORE YOUNG IADA24AM .I I VALVE VAULT I I?s3 \I ELECT BLDG WELL EAST RENTON / LIFT STATION 6010 FACLLRY I14 080 .500.00 4 RGENCY STOE WELL / `KING COUNTY WE LAND STREAM BUFFER IMITS TEMP BYPASS PUMPING ZEMM/ �EXIST MH 5314 07B RIM REL • 4012D I . CL CHNL 1D' (E. W) • W72D AND '; 1z•ss y"SLOPE 1% EXIST SD'M MH 5314 079 W MANHOLE CHANNELING C-O6 SCALE: 3N' • T-V . FILE: 8235C104-M OUARRY SPALL 7 34A4C1ES CLASS 3/4' IOAA O TEMPORARY BYPASS PUMPING MANHOLE. MAX PER WSDOT SECTION SOM NOISE OF TEMPORARY BYPASS SYSTEM SHALL BE SMCHES CSTC PER WSDOT 45 COG AT NEAREST RESDENTVLL PROPERTY LINE. 8 SECTION 9-032 (3) FIELD VERIFY DIAMETER OF MANHOLE. O LOCATION AND DATA FOR EXISTING MANHOLE IS 64NCHES CSBC PER VWOT BASED ON CITY OF RENTON GO DATA AND IS 5 SECTION 9-032 (3) APPROXIMATE. CONTRACTOR TO FIELD VERIFY. W C PAVEMENT O CHIWYSVITH CONCRETE. CHANNEL HEIGHT -,2 C-06 SCALE: 3/4' • V V FM C-07AV9 O BYPASS PUMPING DISCHARGE LOCATION. ROUTE PIPING TO INVERT OF EMERGENCY STORAGE WELL TEMPORARILY SUPPORT PIPING AS REDD. OCONSTRUCTION OF TEMPORARY STREAM CROSSING IS PROVIDED TO FACILITATE EOUPMENT ACCESS ALONG PIPELINE ALIGNMENT. CONTRACTOR TO INSTALL PER GENERAL DETAILS SHOWN ON THE DWGS AND PER BEST - MANAGEMENT PRACTICES. SUBMIT TEMPORARY STREAM CROSSING TO ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. REMOVE ALL MATERIALS FOR TEMPORARY STREAM CROSSING PRIOR TO STREAMBANK RESTORATION. OCOMPACT CSBC AND CSTC TO 95% MOO PER ASTM D 1557. OCOMPACT HMA TO AT LEAST 91% OF ITS MAXIMUM THEORETICAL SPECIFIC GRAVITY (RICE DENSITY} COARSE AGGREGATE O CONTRACTOR TO COORDINATE WRTH LOCAL HOA IX DIA OF PPE OR AS FOR STORMWATER DETENTION POND ACCESS. NEEDED TO SUPPORT LOADS, WHICHEVER IS O TEMPORARY BYPASS PIPING. CONTRACTOR TO GREATER ROUTE ABOVE GROUND AND SUPPORT AS REOU11RED. O O O O O O O O 10 SEE STREAM DEWATERNG PLAN FOR COFFERDAM DETAILS. ADD VISOUEEN SHEET OR EOUNALENT O O O TO FUNNEL STREAM FLOW. O O OTEXTLE FABRIC 11 VISOUEEN SHEET OR EOUNALENT AT CURET OF CULVERT. O TEMPORARY BBB PPE 72 EXTEND CLSM TO 5 FEET OUTSIDE OF STREAM. CULVERT 13 INSTALL CONCRETE CUT-OFF WALL AT END OF CLSM. SECTION 5 SCALE: 1 V2' i 1 a rBi TEMPORARY STREAM CROSSING .. FM' 10- 4 AGENCY PERMIT SUBMITTAL ERE: 8235C1PC-OB Planting Zone 1: Forested Buffer Enhancement Scientific Name Common Name Type spading Plant (lumber Spacial Inatr uctiona Treat Acar macrophyilwn 801"1 maps I pat 6Ito c. 32 Alms rubra Rao elder 1 gm 6It O.C. 16 Psaudotstgo menzrasn Douglas It 11 pal 6 It D.C. 55 Total Trees 103 Shrubs Maritime rw me Low Oregon grape 19.1 4 it O.C. 16 OaMans carasilkrms Men pum 1 pal 4 it o c 18 Physocarpus capuars Pacd c nnebork I gal 4 1t o.c. 18 Polyslchwn muutum Sword fern 1 gal 4 It oz, 36 Rubes spectabrfis Sakronbarry I gal 4 It o c. 18 S)Inotmcarpos albus Snow terry 1 pal 1 4 Il o c. 18 Total Shrubs 125 Total Area (square feet) 5708 TREES (E O.C. TYP.) SHRUBS (4- D.C. TYPICAL 900 St FOOT AREA COMMON NAME TI - Doug4a M T2 - Blg bA me* T3 -Red skier 3 S1-Salnonbeny S2 - Mien pkm L-02 S3 -Sword tam S4 •Snowoeny S5 - Low Oregon grape 2 S6 - Pedflc ninot rk TYPICAL PLANTING COMPOSITION IN A 900 SQUARE FOOT AREA TO CONSIST OF APPROX. 16 TREES AND 20 SHRUBS. ELM [_ _ �_ ATYPICAL FOREST BUFFER ENHANCEMENT PLANTING DETAIL L-01 NTS r ESA 5309 Shlshole Ave. NW Seattle, WA 98107 P: (206) 789.96. F: 206 78941684 BARED UTILITIES N AREA PLEASE CALL BEFORE YOU DIG 1d03A24.5565 A PLAN FILE: 8235C00-L-01 Planting Zone 2: Shrub Buffer Enhancement Scientific Name Common Name Type Spacing Plant Number SPecial Instructions Shrubs Mehra rwrwsa Low Oregon grape 1 gal 4 It o.c. 54 pemfaM Caresdo ms Indian plum 1981 4 it O C 54 Pf"cicarpus captatus Pacific nff bark 1 gal 4 It o c. 54 Pblysbchur" mouton Sword I&n 1 gal 4 It o.c. 71 Rubes spectabdis Sannonberry 1 gal 4 It o c. 71 s rrrpnoncorpos albus Snow berry 1 pal 4 1to c. 54 Total Shrubs 357 Taal Area (square feel) 12.557 KEY \` I ® WOODCHIP PATH (2736 SF) O7 S Lei+ FORESTED BUFFER ENHANCEMENT(5708 (PLANTING ZONE 1) SF) L-01 — ® 2 SHRUB 8 HVDROSEED BUFFER ENHANCEMENT (12,557 SF) (PLANTING ZONE 2) L-01 J STREAM BANK RESTORATION (202 SF) 3 (PLANTING ZONE 3) L-01 t SEED MIX (745 SF) O (PLANTING ZONE 4) srtbn GENERAL NOTES: A MAINTAIN EXISTING PATH NETWORK. COVER WITH 4' WOODCHIP MULCH AT TIME OF PLANTING. B. PLANTING SHALL EXTEND TO LIMITS OF CONSTRUCTION. AS SHOWN ON THE CIVIL DWGS. KEY NOTES: Oj WOODCHIP MULCH SHALL BE APPLIED AROUND PLANTS, SEE PLAN SHEET L-02. OSEED MIX SHALL BE APPLIED AT A RATE OF 40 LBS PER ACRE. 3.302 7PA 6VF_D BY�G' K C CRI/ICA AREA EVIEW DATE '�' Planting Zone 3 Stream Bank Restoration Scientific M me Common Name Type Spacing Plant Number SPe eel Instructions Comes sencea Reo-wer dogwood 4vestake 2 It a c. 1 20 Sala hsida Pack w ibw Laestake 2 ft O.C. 13 SNrs sachem's Sake w low U) estake 2 (1 o.c. 18 Total Shrubs 51 TOW Arse (square feel) 202 30' 30' _ COMMON NAME S1 - Re6cafer dogwood S2 -Seka willowS3 1 S1 S3 S3 S3-P&cffcv4aow I 3 S7 51 A S3 S7 51 e SHRUBS (4- O.C. TYP.) t I S3 S1 L-02 S I SEED BETWEENC ^� y, SHRUB CLUSTERS 2 z�--- L-02 2 LIVE_ SHRUBSS(TVP.) I S2 S2 S1 1 S2 S3 53 ' TYPICAL PLANTING COMPOSITION e4 A I I L-02 S3 St 53 900 SQUARE ^y S3 S3 S2 FOOT AREA TO CONSIST OF APPROX 225 SHRUBS. TYPICAL 9(X J ' SQUARE FOOT AREA I S3 S N S3 S3S3NOTE EACH CIRCLE GROUP LIKE SPECIES S2 S REPRESENTS 5 PLANTS. TOGETHER S3 'i S1 ELM TYPICAL 900 SQUARE TYPICAL PLANTING COMPOSITION IN A 900 SQUARE DECREASING-� IE DECREASING FOOT AREA FOOT AREA TO CONSIST OF 56 SHRUBS. ELEVATION (TYP.) ELM ELEVATION (TYP.) PLANT SHRUBS IN NATURAL GROUPINGS TO CREATE WILDLIFE HABITAT ZONES. ,TYPICAL STREAM BANK RESTORATION PLANTING DETAIL TYPICAL SHRUB BUFFER ENHANCEMENT PLANTING DETAIL L-01 NTS L-01 NTS AGENCY PERMIT SUBMITTAL 11 PLANT LIVE STAKES THROUGH COIR BLANKET ON STEEP SLOPE RIPARIAN AREA PLANT TREES AND O SHRUBS IN UPLAND AREA INSTALL COIR 10 BLANKET ON SLOPE PER CITY STANDARD PLAN 213.10 0 STREAM BANK PLANTING SECTION P) k.L NTS r ESA 53M Shhhole Ave. NW SMxttk, WA 88107 P:(205)78 .0656 F: 205 789.9584 SLIRED VTIUTES N AREA PLEASE CALL BEFORE YOU DIG IAODA74.56M A PLANT LIVE. DORMANT STAKES BETWEEN n t — . — .., —.r.ze SQUARE CUT MINIMUM OF 2 SUDS EXPOSED MAKE PILOT HOLES IN EXISTING SOL WITH REBAR TAMP SOIL AROUND LIVE STAKES. ANGLE CUT AT 45 DEGREES 170.C.BPACM0YP) 170.C.SPACMGfT/P) 2 LIVE STAKE PLANTING DETAIL (TYPE Lam, NTS SCARIFY ROOTBAU ROOTS AND Q 0: w��i..n, reninen rw�nt,n IE OF R0OT8ALL, EXTEND 6' BEYOND ING BASIN CIRCLE FINISH GRADE BACKFILL WITH NATIVE SOIL ONLY SCARIFY EDGES OF PLANTING HOLE TO ALLOW FOR ROOT PENETRATION BOTTOM OF ROOTBALL RESTING ON 3X ROOTBALL DIAMETER UNDISTURBED SOIL :rCTION n TREE/SHRUB PLANTING DETAIL (TYP) L-01 NTS GENERAL NOTES: A. A TEMPORARY STREAM DE -WATERING SYSTEM SHALL BE IN PLACE TO DIVERT FLOW AROUND WORK AREA PRIOR TO MRIATION OF TEMPORARY STREAM CROSSING REMLOVAL4SEE SHEET C-02). B. REMOVE ALL MATERIALS USED IN TEMPORARY STREAM CROSSING. KEY NOTES: OSTABILIZE SLOPE PER CRY OF RENTON STANDARD PLAN 213.10. OINSTALL LIVE STAKES ON STEEP SLOPES, ADJACENT TO 2 STREAM. OPLANT TREES AND SHRUBS N UPLAND AREAS. VED BY Kt CRITICA AR VIEW DATE AGENCY PERMIT SUBMITTAL ;. { � - _ r �:.1 1. L� .. _ .. . � �' �'' �'� s�.�� KING COUNTY Department of Construction and Facilities Management Property Services Division 500 King County Administration Building 500 Fourth Avenue Seattle, WA 98104 (206) 296-7456 FAX 296-0196 SPECIAL USE PERMIT Use of County Owned Property PERMIT NUMBER: 5-115-11 FILE NO. DATE: 10/03/2011 PERMITTEE: CITY OF RENTON - DAVID CHRISTENSEN 1055 S. GRADY WY. RENTON, WA 98057- DAY PHONE:425-430-7212 OTHER/FAX PHONE: PURPOSE: TO INSTALL, OPERATE & MAINTAIN A 15 IN. SEWER LINE. LEGAL DESCRIPTION 1/4 Sec Twp Rge Account No. Kroll Page SW 14 23 05 811W PIN 142305-9007, 152305-9055 & 152305-9230 MAPLEWOOD PARK WITHIN THE BOUNDARIES OF THE ABOVE REFERENCED PARCELS. (SEE LOCATION PLANS ATTACHED TO ORIGINAL FILE) I EXPIRATION: This permit shall not be valid for more than 5 YEARS and expires on the day of 2C[yn� 2016. PERMIT FEE: $ 500.00 INSPECTION FEE: $ 0.00 ADMINISTRATIVE FEE: $ 0.00 PLAN REVIEW FEE: $ 0.00 LAND USE FEE: $ 2,777.80 OTHER FEE: $ 0.00 BOND AMOUNT: $ 0.00 INSURANCE AMOUNT: $ 1,000,000.00 Permittee MUST notify ROBERT NUNNENKAMP AT: 206-263-6207 AT LEAST 72 HOURS PRIOR TO PERFORMING ANY WORK & IMMEDIATELY UPON COMPLETION. I By this permit King County authorizes the use of the above described property: L / Custodial Approval 5 a�.w / 4`Vc, ' ( Date Property Services Appr^,?r=_l_ -- Date The Permittee agrees to comply with the terms and conditions contained herein. SEE REVERSE SIDE FOR TERMS AND CONDITIONS.. Signature of Permittee Date ��//��r� NOTE: Permit not valid without all necessary signatures and expiration date. Ordinance 4099, King County Code 14.46 TERMS AND CONDITIONS I A PERMIT REVOCATION: This Permit is revocable at any time by King County. The right to revoke is expressly reserved to King County 2. INDEMNITY AND HOLD HARMLESS. The Permittee agrees to indemnify and hold harmless King County as provided herein to the maximum extent possible under law. Accordingly, the Permittee agrees for itself, its successors and assigns to defend, indemnify, and hold harmless King County, its appointed and elected officials, and employees from and against liability for all claims, demands.. suits, and judgments including costs of defense thereof for injury to persons, death, or property damage which is caused by, arises out of, or is incidental to Permittee's exercise of rights and privileges granted by this Permit. The Permittee's obligation under this section shall include: a) Indemnification for such claims whether or not they arise from the sole negligence of either the County or the Permittee, the concurrent negligence of both parties, or the negligence of one or more third parties. b) The duty to promptly accept tender of defense and provide defense to the County at the Permittee's own expense. c) Indemnification of claims made by the Permittee's own employees or agents. d) Waiver of the Permittee's immunity under the industrial insurance provisions of Title 51 RCW, which waiver has been mutually negotiated by the parties. In the event it is necessary for the County to incur attorney's fees, legal expenses, or other costs to enforce the provisions of this section, all such fees, expenses, and costs shall be recoverable from the Permittee. In the event it is determined that RCW 4.24.115 applies to this agreement, the Permittee agrees to defend, hold harmless, and indemnify King County to the maximum extent permitted thereunder, and specifically for its negligence concurrent with that of King County to the full extent of Permittee's negligence. Permittee agrees to defend, indemnify, and hold harmless the County for claims by Permittee's employees and agrees to waiver of its immunity under Title 51 RCW, which waiver has been mutually negotiated by the parties. 3. ANTI -DISCRIMINATION: In all hiring or employment made possible or resulting from this Permit, there shall be no discrimination against any employee or applicant for employment because of race, color, ancestry, religion, national origin, age, sex, sexual orientation, marital status, or the presence of any sensory, mental or physical handicap in an otherwise qualified handicapped person unless based upon a bona fide occupational qualification, and this requirement shall apply to but not be limited to the following: employment, advertising, lay-off or termination, rates of pay or other forms of compensation, and selection for training including apprenticeship. No person shall be denied, or subjected to discrimination in receipt of the benefit of any services or activities made possible by or resulting from this Permit on the grounds of race, color, ancestry, religion, national origin, age (except minimum age and retirement provisions), sex, sexual orientation, marital status, parental status, the presence of any sensory, mental or physical handicap, or the use of a trained guide -dog by a blind or deaf person. Any violation of this provision shall be considered a violation of a material provision of this Permit and shall be grounds for cancellation, termination or suspension in whole or in part of the Permit by the County, and may result in ineligibility for further County permits. 4. NON-EXCLUSIVE RIGHT: This Permit shall not be deemed or construed to be an exclusive right. It does not prohibit the County from granting any other permits to other public or private entities, nor shall it prevent the County from using any public place for any and all public use or affect its jurisdiction over any part of them. 5. ASSESSMENTS: Permittee shall be required to pay any general or special assessments incurred by King County which are directly attributable to or arising from any actions, occupancy, or usage authorized herein. 6. TERMINATION: The Permitter may terminate the Permit by written notice to the Manager of Real Estate Services Section. Upon revocation, termination, or abandonment, the Permittee shall remove at his expense all facilities placed on said property by the Permittee, and restore the premises to a condition which is equivalent in all respects to the condition existing prior to installation of the facilities, or to a condition which is satisfactory to the County. If the Permittee has not accomplished removal and restoration at the end of a ninety -day period following the effective date of revocation, termination, expiration, or abandonment, the County may accomplish all of the necessary work and charge all of the costs to the Permittee. 7. RESTORATION: After completion of work authorized by this Pen -nit, the Pennittee shall restore the property to a condition which is equivalent in all respects to the condition of the property prior to starting work, or a condition satisfactory to King County. If the Permittee delays the restoration beyond expiration of the Permit, the County may accomplish all the necessary work and charge all the costs to the Permittee. 8. REPAIRING DAMAGE BY PERMITTEE: In the event that damage of any kind is caused by the Permittee in the course of performing work authorized by this Permit, Permittee will repair said damage at its sole cost and expense. Repair work shall begin without delay and continue without interruption until completed. If damage is extensive, the time allowed for repair will be prescribed by the County agent. If the County determines it is necessary, the County may accomplish the work and charge all the costs to the Permittee. 9. ABATEMENT OF UNSAFE CONDITIONS: The County representative may at any time, do, order, or have done all work considered necessary to restore to a safe condition any area described in Permit left by the Permittee in a condition dangerous to life or property. The Permittee shall pay, upon demand, to the County all costs oi'such work, materials, etc. Nothing in this section shall relieve the Permittee of duties under Terms and Conditions No. 2 above. 10. RIGHTS RESERVED TO COUNTY - CONFORMANCE AND PAYMENT OF COST REQUIRED: The County reserves the right to use, occupy, and enjoy its property for such purposes as it shall desire including, but not limited to, constructing or installing structures and facilities on the property, or developing, improving. repairing or altering the property. The Permittee, upon written notice, will at his own cost and expense remove, repair, relocate, change or reconstruct such installations to conform with the plans of work contemplated or ordered by the County according to a time schedule contained in the written notice. 11. NOTICE: Permittee agrees to obtain information from other utility operators regarding the location and current status of their installations before starting work. Property owners adjoining, or in proximity to, the project as described herein shall be notified by Permittee when such property is exposed to the possibility of injury or damage through performance of work on the project authorized by this Permit. Permittee shall make all advance arrangements necessary to protect such property or utility from injury or damage. 12. OTHER APPLICABLE LAWS: Issuance of this Permit does not in any way relieve the Permittee from complying with any other applicable laws in performing the work subject to this Permit. 13. RE-ENTRY: After completion of work authorized by this Permit, if the Permittee desires to re-enter upon the property described herein for any reconstruction, notice shall be provided in advance to King County together with the plans and specifications for the work proposed, and shall not be permitted without the County's consent. 14. TITLE: This Permit grants only the right to use King County's interest in the herein described property, and the granting of this Permit is not a warranty that good title to any specific property is vested in King County. 15. SPECIAL TERMS AND CONDITIONS: (SEE ATTACHED SHEET(S) terms&con.frm 05/94 TERMS AND CONDITIONS , _H 1. PERMIT REVOCATION:. This Permit is revocable at any time by King County. The right to revoke is expressly reserved to King County. ' 2. INDEMNITY ANDRHOLDt,HA'RMLESS'.-•-The,Pennittedc4grees-to9indemnit',,,�and"h'old harmless King. County as providedl,h6rein to,ttie maximum extent possible under law. Accordingly, the Permittee agrees for itselfz,. `successorsFaridaassigris -to. defend; indemnify, and hold harmless; Kingl'County, its appointed and elected officials, and employees fromiand'agairist liabilityfor.all claims, demands; suits, and judgments in costs of defense thereof for in to persons, death, or property damage which is caused by, arises out of, or is incidental to Permittee's exercise of rights and priuilegesgranted by.this Permit. The Permittee's obligation under this section,shall include:; a), indemnification f'or such claims whether or not they -arise from the soie negligence of either th'elCounty or the Pennittee, the concurrent negligence of both parties, or the negligence of one or more third parties. b) The duty to promptly accept tender of defense and provide defense to the County at the Pennittce's own expense. c) Indemnification,of claims made,by.the.Per nittee's own employees or agents. d) Waiver of the Permittee's immunity under the industrial insurance provisions of Title 5.1 RCW, which waiver. has-been mutually negotiated by the parties. in the event it is necessary. -for the County to incur attorney's fees, legal expenses, or other costs to enforce, the provisions of this section, all such fees, expenses, and costs shall be recoverable from the Pennittee. i in the event it is determined that RCW 4.24.115 applies to this agreement, the Permittee agrees to defend, hold harmless, and indemnify King County to the maximum extent permitted thereunder, and specifically for its negligence concurrent with that of King County to the full extent of Permittee's negligence. Permittee agrees to defend, indemnify, and hold harmless the County for claims by Permittee's employees and agrees to waiver of its immunity under Title 51 RCW, which waiver has been mutually negotiated by the parties. 3. ANTi-DISCRIMINATION: In all hiring or employment made possible or resulting from this Permit, there shall be no discrimination against any employee or applicant for employment because of race, color, ancestry,-religioil ggational origin, age, sex, -sexual orientation, marital. status,,or the presence of any sensory, mental or physical handicap in an otherwise qualified handicapped person unless based upon a bona tide occupational qualification, and this requirement shall apply to but not be limited to the following: employment, advertising, lay-off or termination, rates -of pay or other forms of compensation, and selection for training including apprenticeship. No person shall be denied, or subjected to discrimination in receipt of the benefit of any services. or, activities made possible by or resulting from this Permit on the grounds of race, color, ancestry,'religion, national origin, age (except'minimdm age and. retirement provisions), -sex, sexual orientation, marital status, parental status, the presence of any sensory, mental or physical handicap, or the use of a trained guide -dog by a blind or deaf person. Any violation of this provision shall be considered a violation of a material provision of this Permit and shall be grounds for cancellation, termination or suspension in whole or in part of the Permit by the County, and may result in ineligibility for further County permits. 4. NON-EXCLUSIVE RiGHT-' This Permit shall not be deemed or construed to bean exclusive right. It does not prohibit the County from granting any other permits to other public or private entities, nor shall it prevent the County from using any public place for any and all public use or affect its jurisdiction over any part of them. 5. ASSESSMENTS: Permittee shall be required to pay any general -or special assessments incurred by King.County which are directly attributable to or arising from any actions, occupancy, or usage authorized`herein. 6. TERMINATION: The Permittee may tenninate the Permit by written notice to the Manager of Real Estate Services Section. Upon revocation, termination, or abandonment, the Permittee shall remove at his expense all facilities placed on said property by the Permittee, and restore the premises to a condition which is equivalent in all respects to the condition existing prior to installation of the facilities, or to a condition which is satisfactory to the County. if the Permittee has not accomplished removal and restoration at the endtofa ninety=day period following'the`effective date of revocation,,term ination, expiration, or abandonment, the County may accomplish all of the necessary work and charge all of the costs to the Permittee. 7. RESTORATION: After completion of work authorized by this Permit, the Permittee shall restore the property to a condition which is equivalent in all respects to the condition of the property prior to starting work, or a condition satisfactory to King County. if the Permittee delays the restoration beyond expiration of the Permit, the County may accomplish all the necessary work and charge all the costs to the Permittee. 8. REPAIRING DAMAGE BY PERMiTTEE:`In--'thetievent that -damage of any kind is caused by the Permittee in the course of performing work authorized by this•Permit, Pennittee,,will.repair.said.damage,at.its.sole.cost and expense. Repair.work shall begin without delay and -continue without interruption until completed. If damage is extensive, the time allowed for repair will be prescribed by the County agent. If the County determines it is necessary, the County may accomplish the work and charge all the costs to the Permittee. - 9. ABATEMENT OF UNSAFE CONDITIONS: ,The ,County representative may at any time, do, order, -or -have done all work considered necessary to restore to a safe condition any area described in Permit left by the Permittee in a condition dangerous to life or property. The Permittee shall pay, upon demand, to the County all costs of such work, materials, etc. Nothing in this section.shall relieve the,Pennittee of duties under Terms and Conditions No. 2 above. 10. RIGHTS RESERVED TO COUNTY - CONFORMANCE AND PAYMENT OF COST REQUIRED: The Countyreserves the right to use, occupy, and enjoy its property for such purposes as it shall desirey'includin'g' but not limited to, constructing or installing structures and facilities on the property, or developing, -improving, repairing or altering the property. The Permittee, upon written notice, will at his own cost and expense remove, repair, relocate, change or reconstruct such installations to conform with the plans of work. contemplated -or -ordered by the County -according to a time schedule contained in the written notice. 11. NOTICE: Permittee agrees to obtain information from other utility operators regarding the location and current status of their installations before starting work. Property owners adjoining, or in proximity to, the project as described herein shall be notified by Permittee when such. property is exposed to the possibility of injury or damage through performance of work on the project authorized by this Permit. Permittee shall make all advance arrangements necessary to protect such property or utility from injury or damage. 4 12. OTHER APPLICABLE LAWS: Issuance of this Permit does not in any way relieve the Permittee from complying with any other applicable laws in performing the work subject to this Permit. 13. RE-ENTRY: After completion of work authorized by this Permit, if the Permittee desires to re-enter upon the property described herein for any reconstruction, notice shall be provided in advance to King County together -with the -plans andspecifications for the work proposed, and shall not be permitted without the County's.consent. 1'4. TiTLE: This Permittgrants only the.rIight to use King County's--interest in the herein described property, and the granting of this Permit is not a warranty that good title to any specific property is vested in`King County. 15. SPECIAL TERMS AND CONDITIONS: (SEE ATTACHED SHEET(S) terms&con.frm 05/94 ,i KING COUNTY Department of Construction and Facilities Management Property Services Division 500 King County Administration Building 500 Fourth Avenue Seattle, WA 98104 (206) 296-7456 FAX 296-0196 SPECIAL USE PERMIT Use of County Owned Property PERMIT NUMBER: S-115-11. FILE NO. DATE: 10/03/2011 I PERMITTEE: CITY OF RENTON - DAVID CHRISTENSEN 1055 S. GRADY WY. RENTON, WA 98057- DAY PHONE:425-430-7212 OTHER/FAX PHONE: PURPOSE: TO INSTALL, OPERATE & MAINTAIN A 15 IN. SEWER LINE. LEGAL DESCRIPTION 1/4 Sec Twp Rge Account No. Kroll Page SW 14 23 05 811W PIN 142305-9007, 152305-9055 & 152305-9230 MAPLEWOOD PARK WITHIN THE BOUNDARIES OF THE ABOVE REFERENCED PARCELS. (SEE LOCATION PLANS ATTACHED TO ORIGINAL FILE) EXPIRATION: This permit shall.not be valid for more than 5 YEARS and expires on the /�jf� day of �zc� nljzr 2016. PERMIT FEE: $ 500.00 INSPECTION FEE: $ 0.00 ADMINISTRATIVE FEE: $ 0.00 PLAN REVIEW FEE.: $ 0.00 LAND USE FEE: $ 2,777.80 OTHER FEE: $ 0.00 BOND AMOUNT: $ 0.00 INSURANCE AMOUNT: $ 1,000,000.00 Permittee MUST notify ROBERT NUNNENKAMP AT: 206-263-6207 AT LEAST 72 HOURS PRIOR TO PERFORMING ANY WORK & IMMEDIATELY UPON COMPLETION. By this permit King County authorizes the use of the above described property: 7 Custodial Approval Sin �b w a�^ ' �C Date 1L111C1/ Property Services Approval Date / ! The Permittee agrees to comply with the terms and conditions contained herein. SEE REVERSE SIDE FOR TERMS AND CONDITIONS../ Signature of Perrtiittee S,�i1�` �lC Date Il/ld�� NOTE: Permit not valid without all necessary signatures and expiration date. Ordinance 4099, King County Code 14.46 * KING COUNTY Department of Construction and Facilities Management 9 Property Services Division 510 King County Administration Building I u Seattle,Avenue 11A98104 (206) 296-7456 FAX 296-0196 SPECIAL USE PERMIT Use of County Owned Property PER14IT NUMBER: 5-115-11 FILE NO. DATE: 10/03/2011 PERMaTTEE: CITY OF RENTON - DAVID CHRISTENSEN 1055 S. GRADY WY. RENTON, WA 98057- DAY PHONTE:425-430-7212 OTHER/FAX PHONE: PURPOSE: TO INSTALL, OPERATE & MAINTAIN A 15 IN. SEWER LINE. LEGAL DESCRIPTION 1/4 Sec icrp Rae Account No. Kroll Page SW 14 23 05 811W PIN 142305-9007, 152305-9055 6, 152305-9230 MAPLEWOOD PARK WITHIN THE BOUNDARIES OF THE ABOVE REFERENCED PARCELS. (SEE LOCATION PLANS ATTACHED TO ORIGINAL FILE) EXPIRATION: This permit shall not be valid for more than. 5 YEARS and expires on the day of 2016. PERMIT FEE: $ 500.00 INSPECTION FEE: $ 0.00 ADMINISTRATIVE FEE: $ 0.00 PLAN REVIEW FEE: $ 0.00 LAND USE FEE: $ 2,777.80 OTHER FEE: $ 0.00 BOND AMOUNT: $ 0.00 INSURANCE AMOUNT: $ 1,000,000.00 Permittee MUST notify ROBERT NUNNENKA:-;P AT: 206-263-6207 AT LEAST 72 HOURS PRIOR TO PERFO1'U4ING ANY WORK & IMi4EDIATELY UPON COMPLETION. I By this permit King Co y autho 'ze thth use of the above described i Fr-Perty : ! Custodial Approval Date Property Services Approval Date The Permittee agrees to compl tk� stand conditions contained f ` herein. l SEE REVERSE SIDE FOR TE ITI Signature of Permitte / Date / NOTE' Permit not valid without all necessary signatures and expiration date. Ordinance 4099, King County Code 14.46 CITY OF RENTON SPECIAL USE PERMIT S-115-11 15. SPECIAL TERMS AND CONDITIONS: a. All use is restricted to the construction, operation and maintenance of a 15-inch sewer line as shown in the July 2011 60% plans. b. The Permittee shall not make any additional use of, or improvements or alterations to the corridor that is not specifically authorized in this permit. Any additional use of the corridor, including but not limited to new utility lines, landscaping or parking, must be approved in writing by King County. Such approval shall be made an amendment to this Permit and contain appropriate conditions. c. The Permittee will be responsible to secure and provide proof of all necessary permits prior to starting any construction on the corridor of ways as authorized by this permit. d. The 60% plans submitted as part of this application dated July 2011 are considered preliminary. Final plans must be approved by King County Parks prior to the start of construction. e. Following authorized construction activities on the corridor, the Permittee shall restore park property and trail shoulders altered by the construction to original or better condition, including the restoration of any drainage systems. The Permittee will not dump or dispose of construction debris and surplus material on parkland and any time. f. The Permittee will coordinate site access with Dan Perzynski, Park District Maintenance Coordinator, (206) 255-6676. g. The Permittee will contact Robert Nunnenkamp, Property Agent at (206) 263-6207 to coordinate any on -site inspections, prior to and following any work on parkland. h. The Permittee shall provide sets of as-built/record drawings in DWG and PDF formats. i. King County reserves the right to set reasonable additional terms and conditions as unforeseen conditions may warrant in the future. CITY OF RENTON SPECIAL USE PERMIT S-115-11 15j. INSURANCE: By the date of issuance of this permit, the permittee shall procure and maintain, for the duration of this permit, insurance or coverage against claims for injuries to persons or damages to property which may arise from and in connection with the rights and privileges granted by this permit and/or the performance of work hereunder by the permittee, his agents, representatives, employees and/or subcontractors. By requiring such minimum insurance coverage, the County shall not be deemed or construed to have assessed the risks that may be applicable to the Contractor under this contract. The Contractor shall assess its own risks and, if it deems appropriate and/or prudent, maintain greater limits and/or broader coverage. Nothing contained within these insurance requirements shall be deemed to limit the scope, application and/or limits of the coverage afforded, which coverage will apply to each insured to the full extent provided by the terms and conditions of the policy(s). Nothing contained within this provision shall affect and/or alter the application of any other provision contained within this Agreement. For All Coverages: The cost of such insurance shall be paid by the permittee. Each insurance policy shall be written on an "Occurrence Form." 1. Minimum Scope and Limits of Insurance Coverage shall be at least as broad as: General Liability: Insurance Services Office form number CG 0001 (Ed. 11-88) covering COMMERCIAL GENERAL LIABILITY. The permittee shall maintain limits no less than $1,000,000 combined single limit per occurrence for bodily injury, personal injury and property damage. AUTOMOBILE LIABILITY: Insurance Services Office form number (CA 00 01 Ed. 12-90 or its equivalent) covering BUSINESS AUTO COVERAGE, symbol 1 "any auto", or the combination of symbols 2, 8 and 9. Limits shall be no less than $1,000,000. Combined Single Limit Bodily Injury and Property Damage. WORKERS COMPENSATION: Workers Compensation coverage, as required by the Industrial Insurance Act of the State of Washington; EMPLOYERS LIABILITY or "Stop -Gap": The protection by the Workers Compensation policy Part 2 (Employers Liability) or, in states with monopolistic state funds, the protection provided by the "Stop -Gap" endorsement to the General Liability policy. Limits shall be no less than $1,000,000. 2. Deductibles and Self -Insured Retentions The deductible and/or self -insured retention of the policies shall not limit or apply to the permittee's liability to the County and shall be the sole responsibility of the permittee. CITY OF R'ENTON SPECIAL USE PERMIT S-115-11 15j. INSURANCE CONTINUED: . Other Insurance Provisions The insurance policies required in this permit are to contain, or be endorsed to contain the following provisions a. All Liability policies except Workers Compensation: 1. The County, its officers, officials, employees and agents are to be covered as insured as respects liability arising out of activities performed by or on behalf of the permittee in connection with this permit. 2. Insurance coverage shall be primary insurance as respects the County, its officers, officials, employees and agents. Any insurance and/or self-insurance maintained by the County, its officers, officials, employees or agents should not contribute with the permittee's insurance or benefit the permittee in any way. 3. The permittee's insurance shall apply separately to each insured against whom a claim is made and/or lawsuit is brought, except with respect to the limits of the insurer's liability. b. All Policies: Coverage shall not be suspended, voided, cancelled, reduced in coverage or in limits prior to the expiration date of this special use permit, unless forty-five (45) days prior notice, return receipt requested, has been given to the County. 4. Acceptability of Insurers Unless otherwise approved by the County, insurance is to be placed with insurers with a Bests' rating of no less than A: VIII, or, if not rated with Bests', with minimum surpluses the equivalent of Bests' surplus size VIII. Verification of Coverage The permittee shall furnish the King County Real Estate Services Section with certificates of insurance and endorsements required by this permit. The County reserves the right to require complete, certified copies of all required insurance policies at any time. 6. Municipal or State Agency Provision If the Permittee is a Municipal Corporation or an agency of the State of Washington and is self -insured for any of the above insurance requirements, a certification of self-insurance shall be attached hereto and be incorporated by reference and shall constitute compliance with this section. Y 4 : 7,. OCT 1 2011 Facilities Management Division Real Estate Services Section Department of Executive Services King County Administration Building 500 Fourth Avenue, Room 500 Seattle, WA 98104 Phone: (206) 296-7456 Fax: (206) 296-0196 TTY Relay: 711 October 10, 2011 City of Renton 1055 S. Grady Wy. Renton, WA. 98057 Attention: David Christensen RE: Special Use Consent Permit S-115-11 . Dear City of Renton: Enclosed is the above referenced special use permit, please sign the permit and return it to this office for further processing. Also, please send us a check, made payable to King County Treasury, for Three Thousand Seven Hundred Seventy Seven -Dollars & Eighty -Cents ($3,277.80) for permit & land use fees. Prior to the issuance of this permit a Certificate of Insurance, naming King County as an additional insured, for One Million -Dollars ($1,000,000.00) must be on file in this office. This permit is not valid without the signatures of the Managers of the Real Estate Services Section and Department of Natural Resources & Parks. Sincerely, i Aaron Halley 44L Real Property Agent III Special Use & R-O-W Permits K.'i"Ing i au� - L-P KING COUNTY Department of Construction and -Facilities Management Property Services.Division 500 King County Administration•Bu',ildi'ng 500••Fourth Avenue Seattle, WA 98104 (206) 296=7456 FAX 296-0196 SPECIAL USE PERMIT Use of County Owned Property PERMIT NUMBER: S-115-11 FILE NO. DATE: 10/03/2011 PERMITTEE: CITY.OF RENTON - DAVID CHRISTENSEN 1055 S. GRADY WY. RENTON, WA 98057- DAY PHONE:425-430-7212 OTHER/FAX PHONE: PURPOSE: TO INSTALL, OPERATE & MAINTAIN A 15 IN. SEWER LINE. LEGAL DESCRIPTION 1/4 Sec Twp' Rge* Account No. Kroll Page SW 14 23 05 811W PIN 142305-9007, 152305-9055 & 152305-9230 MAPLEWOOD PARK WITHIN THE BOUNDARIES OF THE ABOVE REFERENCED PARCELS. (SEE LOCATION PLANS. -ATTACHED TO ORIGINAL FILE) EXPIRATION: This permit shall not be valid for more than 5 YEARS and expires on the day of 2016. PERMIT FEE: $ 500.00 INSPECTION FEE: $ 0.00 ADMINISTRATIVE FEE: $ 0.00• PLAN REVIEW FEE: $ 0.00, LAND USE -FEE: $ 2,777.80 OTHER FEE: $ 0.00 BOND AMOUNT: $ 0.00 INSURANCE AMOUNT: $ ,I 1,000,000.00 Permittee MUST notify ROBERT NUNNENKAMP AT: 206-263-6207 AT LEAST 72 HOURS PRIOR TO PERFORMING ANY WORK & IMMEDIATELY UPON COMPLETION. By this permit King County authorizes the use of the above described property: Custodial Approval Date Property Services Approval Date The Permittee agrees to compl t s and conditions contained herein. SEE REVERSE SIDE FOR TER C IT ION . Signature of-Permitte Date NOTE: Permit not valid without all necessary signatures and expiration date. Ordinance 4099, King County Code 14.46 'J CITY OF RENTON SPECIAL USE PERMIT S-115-11 15. SPECIAL TERMS AND CONDITIONS: a. All use is restricted to the construction, operation and maintenance of a 15-inch sewer line as shown in the July 2011 60% plans. b. The Permittee shall not make any additional use of, or improvements or alterations to the corridor that is not specifically authorized in this permit. Any additional use of the corridor, including but not limited to new utility lines, landscaping or parking, must be approved in writing by King County. Such approval shall be made an amendment to this Permit and contain appropriate conditions. c. The Permittee will be responsible to secure and provide proof of all necessary permits prior to starting any construction on the corridor of ways as authorized by this permit. d. The 60% plans submitted as part of this application dated July 2011 are considered preliminary. Final plans must be approved by King County Parks prior to the start of construction. e. Following authorized construction activities on the corridor, the Permittee shall restore park property and trail shoulders altered by the construction to original or better condition, including the restoration of any drainage systems. The Permittee will not dump or dispose of construction debris and surplus material on parkland and any time. f. The Permittee will coordinate site access with Dan Perzynski, Park District Maintenance Coordinator, (206) 255-6676. g. The Permittee will contact Robert Nunnenkamp, Property Agent at (206) 263-6207 to coordinate any on -site inspections, prior to and following any work on parkland. h. The Permittee shall provide sets of as-built/record drawings in DWG and PDF formats. i. King County reserves the right to set reasonable additional terms and conditions as unforeseen conditions may warrant in the future. CITY OF RENTON SPECIAL USE PERMIT S-115-11 15j. INSURANCE: By the date of issuance of this permit, the permittee shall procure and maintain, for the duration of this permit, insurance or coverage against claims for injuries to persons or damages to property which may arise from and in connection with the rights and privileges granted by this permit and/or the performance of work hereunder by the permittee, his agents, representatives, employees and/or subcontractors. By requiring such minimum insurance coverage, the County shall not be deemed or construed to have assessed the risks that may be applicable to the Contractor under this contract. The Contractor shall assess its own risks and, if it deems appropriate and/or prudent, maintain greater limits and/or broader coverage. Nothing contained within these insurance requirements shall be deemed to limit the scope, application and/or limits of the coverage afforded, which coverage will apply to each insured to the full extent provided by the terms and conditions of the policy(s). Nothing contained within this provision shall affect and/or alter the application of any other provision contained within this Agreement. For All Coverages: The cost of such insurance shall be paid by the permittee. Each insurance policy shall be written on an "Occurrence Form." 1. Minimum Scope and Limits of Insurance Coverage shall be at least as broad as: General Liability: Insurance Services Office form number CG 0001 (Ed. 11-88) covering COMMERCIAL GENERAL LIABILITY. The permittee shall maintain limits no less than $1,000,000 combined single limit per occurrence for bodily injury, personal injury and property damage. AUTOMOBILE LIABILITY: Insurance Services Office form number (CA 00 01 Ed. 12-90 or its equivalent) covering BUSINESS AUTO COVERAGE, symbol 1 "any auto', or the combination of symbols 2, 8 and 9. Limits shall be no less than $1,000,000. Combined Single Limit Bodily Injury and Property Damage. WORKERS COMPENSATION: Workers Compensation coverage, as required by the Industrial Insurance Act of the State of Washington; EMPLOYERS LIABILITY or "Stop -Gap": The protection by the Workers Compensation policy Part 2 (Employers Liability) or, in states with monopolistic state funds, the protection provided by the "Stop -Gap" endorsement to the General Liability policy. Limits shall be no less than $1,000,000. 2. Deductibles and Self -Insured Retentions The deductible and/or self -insured retention of the policies shall not limit or apply to the pennittee's liability to the County and shall be the sole responsibility of the permittee. CITY OF RENTON SPECIAL USE PERMIT S-115-11 15j. INSURANCE CONTINUED: . Other Insurance Provisions The insurance policies required in this permit are to contain, or be endorsed to contain the following provisions a. All Liability policies except Workers Compensation: 1. The County, its officers, officials, employees and agents are to be covered as insured as respects liability arising out of activities performed by or on behalf of the permittee in connection with this permit. 2. Insurance coverage shall be primary insurance as respects the County, its officers, officials, employees and agents. Any insurance and/or self-insurance maintained by the County, its officers, officials, employees or agents should not contribute with the permittee's insurance or benefit the permittee in any way. 3. The permittee's insurance shall apply separately to each insured against whom a claim is made and/or lawsuit is brought, except with respect to the limits of the insurer's liability. b. All Policies: Coverage shall not be suspended, voided, cancelled, reduced in coverage or in limits prior to the expiration date of this special use permit, unless forty-five (45) days prior notice, return receipt requested, has been given to the County. 4. Acceptability of Insurers Unless otherwise approved by the County, insurance is to be placed with insurers with a Bests' rating of no less than A: VIII, or, if not rated with Bests', with minimum surpluses the equivalent of Bests' surplus size VIII. 5. Verification of Coverage The permittee shall furnish the King County Real Estate Services Section with certificates of insurance and endorsements required by this permit. The County reserves the right to require complete, certified copies of all required insurance policies at any time. 6. Municipal or State Agency Provision If the Permittee is a Municipal Corporation or an agency of the State of Washington and is self -insured for any of the above insurance requirements, a certification of self-insurance shall be attached hereto and be incorporated by reference and shall constitute compliance with this section. r Insurance Authority 13-Oct-11 Cert#: 7493 King County Real Estate Services Attn: Aaron R. Halley, Real Property Agent 500 Fourth Ave., Room 500 Seattle, WA 98104-2337 RE: City of Renton King County Special Use Consent Permit S-115-11 Evidence of Coverage P.O. Box 88030 Tukwila, WVA 98138 Phone: 206-575-6046 Fax: 206-575-7426 The above captioned entity is a member of the Washington Cities Insurance Authority (WCIA), which is a self insured pool of over 140 municipal corporations in the State of Washington. WCIA has at least $1 million per occurrence combined single limit of liability coverage in its self insured laver that may be applicable in the event an incident occurs that is deemed to be attributed to the negligence of the member. WCIA is an Interlocal Agreement among municipalities and liability is completely self funded by the membership. As there is no insurance policy involved and WCIA is not an insurance company, your organization cannot be named as an "additional insured". Sincerely, -e13 el —I Eric B. Larson Deputy Director cc: Robin Robertson David Christensen cletter 4 t Web date: 06/28/2007 CERTIFICATION & TRANSFER King county OF APPLICANT STATUS Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 206-296-6600 TTY 206-296-7217 For alternate formats, call 206-296-6600. Permit Number: FOR CURRENT OWNER: I, Robert Nunnenkamp, King County Parks Property Agent , (print name) hereby certify that I am an/the owner of the property which is the subject of this application for permit or approval. If I am not the sole owner of the property, I certify that I am authorized by any and all other owners of the property to make this certification and transfer any and all rights I/we have to apply for this permit or approval to the person listed below. I, therefore certify that David Christensen, City of Renton (print name) is the "applicant" for this permit or approval and shall remain the "applicant" for the duration of this permit or approval unless "applicant' status is transferred in writing on a form provided by this department. By being the "applicant," that individual assumes financial responsibility for all fees and will receive any refunds paid. I certW under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. kv�, � 1 ,/- 09-23-11 JSignature of Owner Date Signed FOR INDIVIDUALS: I, , (print name) hereby certify that I am the "applicant' for this permit or approval. I shall remain the "applicant' for the duration of this permit or approval unless "applicant' status is transferred in writing on a form provided by this department. I accept financial responsibility for all fees associated with this permit or approval and will receive any refunds. My mailing address is: I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. Signature of Applicant Date Signed OR , (print name) hereby certify that I am an authorized agent of ZT-<-- 0c 1/ /-/ , a corporation or other business association authorized in the State of Washington and that this business association is the "applicant' for this permit or approval and is financially responsible for all fees and will receive any refunds paid. This association shall remain the "applicant' for the duration of this permit or approval unless "applicant' status is transferred in writing on the form provided by this department. The mailing address of this business association is: I certify nder pen y of erjury 'der a laws of the State of Washington that the f reg g is true and correct. ignatur plicant Date Signed CertAndTransferApplicantStatusFORM Ic-cer-trapstat.pdf 06/28/2007 Page 1 of 2 NOTICE TO APPLICANTS: By law, this department returns all engineering and other plans to the applicant. If,' however, you wish to authorize the department to return engineering and other plans directly to the engineer, architect, or other consultant for the limited purpose of making corrections, please designate below: ❑ I authorize this department to return plans directly to my consultant(s) for the limited purpose of making corrections, as designated on this form. CONSULTANTS: Check out the DDES Web site at www.kingcounty._gov/permits CertAndTransferApplicantStatusFORM lc-cer-trapstat.pdf 06/28/2007 Page 2 of 2 Web date: 06/28/2007 CERTIFICATION & TRANSFER King County OF APPLICANT STATUS Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 206-296-6600 TTY 206-296-7217 For alternate formats, call 206-296-6600. Permit Number: FOR CURRENT OWNER: I, Robert Nunnenkamp, King County Parks Property Agent (print name) hereby certify that I am an/the owner of the property which is the subject of this application for permit or approval. If I am not the sole owner of the property, I certify that I am authorized by any and all other owners of the property to make this certification and transfer any and all rights I/we have to apply for this permit or approval to the person listed below. I, therefore certify that David Christensen, City of Renton (print name) is the "applicant" for this permit or approval and shall remain the "applicant" for the duration of this permit or approval unless "applicant" status is transferred in writing on a form provided by this department. By being the "applicant," that individual assumes financial responsibility for all fees and will receive any refunds paid. I cerf under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. xlL"',�- 09-23-11 Signature of Owner Date Signed FOR INDIVIDUALS: I, , (print name) hereby certify that I am the "applicant' for this permit or approval. I shall remain the "applicant" for the duration of this permit or approval unless "applicant" status is transferred in writing on a form provided by this department. I accept financial responsibility for all fees associated with this permit or approval and will receive any refunds. My mailing address is: I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. Signature of Applicant OR Date Signed (print name) hereby certify that I am an authorized agent of elf., 1--�7" Q� jdl-� a corporation or other business association authorized in the State of Washington and that this business association is the "applicant" for this permit or approval and is financially responsible for all fees and will receive any refunds paid. This association shall remain the "applicant" for the duration of this permit or approval unless "applicant" status is transferred in writing on the form provided by this department. The mailing address of this business association is: I certify rider pen y of erjury 'der a laws of the State of Washington that the f reg 'rig is true and correct. ignatur plicant Date Signed CertAndTransferApplicantStatusFORM lc-cer-trapstat.pdf 06/28/2007 Page 1 of 2 NOTICE TO APPLICANTS: By law, this department returns all engineering and other plans to the applicant. If however, you wish to authorize the department to return engineering and other plans directly to the engineer, architect, or other consultant for the limited purpose of making corrections, please designate below: ❑ I authorize this department to return plans directly to my consultant(s) for the limited purpose of making corrections, as designated on this form. CONSULTANTS: Check out the DDES Web site at www.kin_gcounty._-goy/permits CertAndTransferApplicantStatusFORM Ic-cer-trapstat.pdf 06/28/2007 Page 2 of 2 Web date: 06/28/2007 CERTIFICATION & TRANSFER King County OF APPLICANT STATUS Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 206-296-6600 TW 206-296-7217 For alternate formats, call 206-296-6600. Permit Number: FOR CURRENT OWNER: I, Robert Nunnenkamp, King County Parks Property Agent , (print name) hereby certify that I am an/the owner of the property which is the subject of this application for permit or approval. If I am not the sole owner of the property, I certify that I am authorized by any and all other owners of the property to make this certification and transfer any and all rights I/we have to apply for this permit or approval to the person listed below. I, therefore certify that David Christensen, City of Renton (print name) is the "applicant" for this permit or approval and shall remain the "applicant" for the duration of this permit or approval unless "applicant" status is transferred in writing on a form provided by this department. By being the "applicant," that individual assumes financial responsibility for all fees and will receive any refunds paid. I cent' under pe nalty of perjury under the laws of the State of Washington that the foregoing is true and correct. kAI 09-23-11 Signa ure of Owner Date Signed FOR INDIVIDUALS: I, , (print name) hereby certify that I am the "applicant" for this permit or approval. I shall remain the "applicant' for the duration of this permit or approval unless "applicant' status is transferred in writing on a form provided by this department. I accept financial responsibility for all fees associated with this permit or approval and will receive any refunds. My mailing address is: I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. Signature of Applicant 101V FOR CORPORATIONS/BUSINESS ASSOCIATIONS: Date Signed , (print name) hereby certify that I am an authorized agent of �f-/ , a corporation or other business association authorized in the State of Washington and that this business association is the "applicant" for this permit or approval and is financially responsible for all fees and will receive any refunds paid. This association shall remain the "applicant' for the duration of this permit or approval unless "applicant' status is transferred in writing on the form provided by this department. The mailing address of this business association is: nder pen y of erjury der a laws of the State of Washington that the f reg 'ng is true and correct. ignatur plicant 1 Date Signed CertAndTransferApplicantStatusFORM lc-cer-trapstat.pdf 06/28/2007 Page 1 of 2 NOTICE TO APPLICANTS: By law, this department returns all engineering and other plans to the applicant. If, however, you wish to authorize the department to return engineering and other plans directly to the engineer, architect, or other consultant for the limited purpose of making corrections, please designate below: ❑ I authorize this department to return plans directly to my consultant(s) for the limited purpose of making corrections, as designated on this form. CONSULTANTS: Check out the DDES Web site at www.kingcountV._gov/permits CertAndTransferApplicantStatusFORM Ic-cer-trapstat.pdf 06/28/2007 Page 2 of 2 Web date: 06/28/2007 LIQ CERTIFICATION & TRANSFER King County OF APPLICANT STATUS Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 206-296-6600 TTY 206-296-7217 For alternate formats, call 206-296-6600. Permit Number: FOR CURRENT OWNER: I, Robert Nunnenkamp, King County Parks Property Agent (print name) hereby certify that I am an/the owner of the property which is the subject of this application for permit or approval. If I am not the sole owner of the property, I certify that I am authorized by any and all other owners of the property to make this certification and transfer any and all rights I/we have to apply for this permit or approval to the person listed below. I, therefore certify that David Christensen, City of Renton (print name) is the "applicant' for this permit or approval and shall remain the "applicant" for the duration of this permit or approval unless "applicant' status is transferred in writing on a form provided by this department. By being the "applicant," that individual assumes financial responsibility for all fees and will receive any refunds paid. I cert' under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. �- 09-23-11 Signature of Owner Date Signed FOR INDIVIDUALS: I, , (print name) hereby certify that I am the "applicant" for this permit or approval. I shall remain the "applicant' for the duration of this permit or approval unless "applicant' status is transferred in writing on a form provided by this department. I accept financial responsibility for all fees associated with this permit or approval and will receive any refunds. My mailing address is: I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. Signature of Applicant Date Signed 101 V ASSOCIATIONS: , (print name) hereby certify that I am an authorized agent of !f,-<T-/OG , a corporation or other business association authorized in the State of Washington and that this business association is the "applicant' for this permit or approval and is financially responsible for all fees and will receive any refunds paid. This association shall remain the "applicant' for the duration of this permit or approval unless "applicant' status is transferred in writing on the form provided by this department. The mailing address of this business association is: I certi nder pen y of erjury der he laws of the State of Washington that the f reg 'ng is true and correct. ignatu plicant Date Signed CertAndTransferApplicantStatusFORM Ic-cer-trapstat.pdf 06/28/2007 Page 1 of 2 NOTICE TO APPLICANTS: By law, this department returns all engineering and other plans to the applicant. If, however, you wish to authorize the department to return engineering and other plans directly to the engineer, architect, or other consultant for the limited purpose of makinq corrections, please designate below: ❑ I authorize this department to return plans directly to my consultant(s) for the limited purpose of making corrections, as designated on this form. CONSULTANTS: Check out the DDES Web site at www.kingcounty._gov/permits CertAndTransferApplicantStatusFORM Ic-cer-trapstat.pdf 06/28/2007 Page 2 of 2 # KING COUNTY Department of Construction and Facilities Managem� Real Estate Services 1JECOVED King County 500 King County Administration Building 500 Fourth Avenue MAY 2 & 2099 Seattle, WA 98104 (206) 296-7456 FAX 296-0196 SPECIAL USE PERMIT Uf Use of County Owned Property I PERMIT NUMBER: S-27-09 FILE NO. DATE: 03/16/2009 PERMITTEE: CITY OF RENTON - DAVID CHRISTENSEN 1055 S. GRADY WAY RENTON, WA 98057- DAY PHONE:425-430-7212 OTHER/FAX PHONE: PURPOSE: TO PERFORM TOPOGRAPHIC SURVEYS, SENSITIVE AREA & GEOTECHNICAL ANALYSIS. I _ LEGAL DESCRIPTION 1/4 Sec Twp Rge Account No. Kroll Page SW 14 23 05 811W PIN 142305-9007 & 152305-9230 MAPLEWOOD PARK & CEDAR RIVER/LAKE SAMMAMISH TRAIL CORRIDOR WITHIN THE BOUNDARIES OF THE ABOVE REFERENCED PARCELS. I EXPIRATION: This permit shall not be valid for more than 3 MONTHS i and expires on the 14th day of August 2009. PERMIT FEE: $ I j !,DMINISfRATIVE FED;: zY LAND USE FEE: $ BOND AMOUNT: $ 500.00 INSPECTION FEE 45.00 PLAN REVIEW FEE 0.00 OTHER FEE: 0.00 INSURANCE AMOUNT $ 0.00 I $ 0.00 $ 0.00 $ 1,000,000.00 Permittee MUST notify NICK HALVERSON AT: 206-263-7005 AT LEAST 72 HOURS PRIOR TO PERFORMING ANY WORK & IMMEDIATELY UPON COMPLETION. By this permit King C � nay authorizers the use of the above described property: / (//� ) L. I I I NOTE: Permit not valid without all necessar\- signatures and expiration date. Ordinance 4099, King County Code 14.46 TERMS AND CONDITIONS PERMIT REVOCATION: This Permit is revocable at any time by King County. The right to revoke is expressly reserved to King County 2. INDEMNITY AND HOLD HARMLESS. The Permittee agrees to indemnify and hold harmless King County as provided herein to the maximum extent possible under law. Accordingly, the Permittee agrees for itself, its successors and assigns to defend, indemnify, and hold harmless King County, its appointed and elected officials, and employees from and against liability for all claims, demands, suits, and judgments including costs of defense thereof for injury to persons, death, or property damage which is caused by, arises out of, or is incidental to Permittee's exercise of rights and privileges granted by this Permit. The Permittee's obligation under this section shall include: a) Indemnification for such claims whether or not they arise from the sole negligence of either the County or the Permittee, the concurrent negligence of both parties, or the negligence of one or more third parties. b) The duty to promptly accept tender of defense and provide defense to the County at the Permittee's own expense. c) Indemnification of claims made by the Permittee's own employees or agents. d) Waiver of the Permittee's immunity under the industrial insurance provisions or fitie 51 RCV'J, which waiver nas beer, mutually negotiated by the parties. In the event it is necessary for the County to incur attorney's fees, legal expenses, or other costs to enforce the provisions of this section, all such fees, expenses, and costs shall be recoverable from the Permittee. In the event it is determined that RCW 4.24.115 applies to this agreement, the Permittee agrees to defend, hold harmless, and indemnify King County to the maximum extent permitted thereunder, and specifically for its negligence concurrent with that of King County to the full extent of Permittee's negligence. Permittee agrees to defend, indemnify, and hold harmless the County for claims by Permittee's employees and agrees to waiver of its immunity under Tifle 51 RCW, which waiver has been m!!tup,!.!y negotiated by the parties. 3. ANTI -DISCRIMINATION: In all hiring or employment made possible or resulting from this Permit, there shall be no discrimination against any employee or applicant for employment because of race, color, ancestry, religion, national origin, age, sex, sexual orientation, marital status, or the presence of any sensory, mental or physical handicap in an otherwise qualified handicapped person unless based upon a bona fide occupational qualification, and this requirement shall apply to but not be limited to the following: employment, advertising, lay-off or termination, rates of pay or other forms of compensation, and selection for training including apprenticeship. No person shall be denied, or subjected to discrimination in receipt of the benefit of any services or activities made possible by or resulting from this Permit on the grounds of race, color, ancestry, religion, national origin, age (except minimum age and retirement provisions), sex, sexual orientation, marital status, parental status, the presence of any sensory, mental or physical handicap, or the use of a trained guide -dog by a blind or deaf person. Any violation of this provision shall be considered a violation of a material provision of this Permit and shall be grounds for cancellation, termination or suspension in whole or in part of the Permit by the County, and may result in ineligibility for further County permits. 4. NON-EXCLUSIVE RIGHT: This Permit shall not be deemed or construed to be an exclusive right. It does not prohibit the County from granting any other permits to other public or private entities, nor shall it prevent the County from using any public place for any and all public use or affect its jurisdiction over any part of them. 5. ASSESSMENTS: Permittee shall be required to pay any general or special assessments incurred by King County which are directly attributable to or arising from any actions, occupancy, or usage authorized herein. 6. TERMINATION: The Permittee may terminate the Permit by written notice to the Manager of Real Estate Services Section. Upon revocation, termination, or abandonment, the Permittee shall remove at his expense all facilities placed on said property by the Permittee, and restore the premises to a condition which is equivalent in all respects to the condition existing prior to installation of the facilities, or to a condition which is satisfactory to the County. If the Permittee has not accomplished removal and restoration at the end of a ninety -day period following the effective date of revocation, termination, expiration, or abandonment, the County may accomplish all of the necessary work and charge all of the costs to the Permittee. 7. RESTORATION: After completion of work authorized by this Permii, the Permittee shall restore the property to a condition which is equivalent in all respects to the condition of the property prior to starting work, or a condition satisfactory to King County. If the Permittee delays the restoration beyond expiration of the Permit, the County may accomplish all the necessary work and charge all the costs to the Permittee. 8. REPAIRING DAMAGE BY PERMITTEE: In the event that damage of any kind is caused by the Permittee in the course of performing wnrk authorized by this Permit. Permittee will repair said dar,age at its sole cost and expense. Repair work sh:al! begin without delay and continue without interruption until completed. if damage is extensive, the time allowed for repair will be. prescribed by iile County agent. ,f file County determines it is necessary, the County may accomplish the work and charge all the costs to the Permittee. 9. ABATEMENT OF UNSAFE CONDITIONS: The County representative may at any time, do, order, or have done all work considered necessary to restore to a safe condition any area described in Permit left by the Permittee in a condition dangerous to life or property. The Permittee shall pay, upon demand, to the County all costs of such work, materials, etc. Nothing in this section shall relieve the Permittee of duties under Terms and Conditions No. 2 above. 10. RIGHTS RESERVED TO COUNTY - CONFORMANCE AND PAYMENT OF COST REQUIRED: The County reserves the right to use, occupy, and enjoy its property for such purposes as it shall desire including, but not limited to, constructing or installing structures and facilities on the property, or developing, improving, repairing or altering the property. The Permittee, upon written notice, will at his own cost and expense remove, repair, relocate, change or reconstruct such installations to conform with the plans of work contemplated or ordered by the County according to a time schedule contained in the written notice. 11. NOTICE: Permittee agrees to obtain information from other utility operators regarding the location and current status of their installations before starting work. Property owners adjoining, or in proximity to, the project as described herein shall be notified by Permittee when such property is exposed to the possibility of injury or damage through performance of work on the project authorized by this Permit. Permittee shall make all advance arrangements necessary to protect such property or utility from injury or damage. 12. OTHER APPLICABLE LAWS: issuance of this Permit wes r,ui in any way relieve the Permittee frorn complying with any other applicable laws in performing the work subleci to this Permit. 1 ?. RE-ENTRY After ccm, P!r i)n f k P.; t, ..r h th-?., 1, r+;, „i. t .,,^, :, �,r ;, r 0 (Or -'ii. L_ed �r' � ^r� t .(?/....;rc5 U) 'i' )" ni li �t) ;i for any reconstruction, notice shall be provided ir advance to K.iny County togetner with the plans and specifications for the work proposed, and shall not be permitted without the County's consent. 14. TITLE: This Permit grants only the right to use King County's interest in the herein described property, and the granting of this Permit is not a warranty that good title to any specifir, property is vested in King County. 15. SPECIAL TERMS AND CONDITIONS: (SEE ATTACHED SHEET(S) ,r,me&aon rm, 05/94 CITY OF RENTON SPECIAL USE PERMIT S-27-09 15. SPECIAL TERMS AND CONDITIONS: a. All use of the property is restricted to a survey and sensitive area geotechnical analysis as described. b: The permittee understands that no additional work, use, improvements or alterations shall be made to Parks Division property. c. If at any time the project creates a condition which could pose a danger to Parks users, the permittee will be responsible for posting temporary signage, using barricades or taking other appropriate measures .deemed appropriate by the Parks Division to -facilitate continued_ safe use of the Property. d. The Permittee will notify Sam Whitman at 206='423-6227, who is the on site manager, regarding property, issues relafed to access. e. The permittee will restore DNRP property and any subsurface improvements damaged by the permitted activity to original or better condition. f. King County Parks reserves the right to set reasonable additional terms and conditions as unforeseen conditions may warrant. CITY CF RENTON SPECIAL USE PERMIT 5-27-09 15g. INSURANCE: By the date of issuance of this permit, the pennittee shall procure and maintain, for the duration of this permit, insurance or coverage against claims for injuries to persons or damages to property which may arise from and in connection with the rights and privileges granted by this pen -nit and/or the performance of work hereunder by the permittee, his agents, representatives, employees and/or subcontractors. By requiring such minimum insurance coverage, the County shall not be deemed or construed to have assessed the risks that may be applicable to the Contractor under this contract. The Contractor shall assess its own risks and, if it deems appropriate and/or prudent, maintain greater limits and/or broader coverage. Nothing contained within these insurance requirements shall be deemed to limit the scope, application and/or limits of the coverage afforded, which coverage will apply to each insured to the full extent provided by the terms and conditions of the policy(s). Nothing contained within this provision shall affect and/or alter the application of any other provision contained within this Agreement. For All Coverages: The cost of such insurance shall be paid by the permittee. Each insurance policy shall be written on an "Occurrence Form." 1. Minimum Scope and Limits of Insurance Coverage shall be at least as broad as: General Liability: Insurance Services Office form number CG 0001 (Ed. 11-88) covering COMMERCIAL GENERAL LIABILITY. The permittee shall maintain limits no less than $1,000,000 combined single limit per occurrence. for bodily injury, personal injury and property damage. AUTOMOBILE LIABILITY: Insurance Services Office form number (CA 00 01 Ed. 12-90 or its equivalent) covering BUSINESS AUTO COVERAGE, symbol 1 "any auto", or the combination of symbols 2, 8 and 9. Limits shall be no less than $1,000,000. Combined Single Limit Bodily Injury and Property Damage. WORKERS COMPENSATION: Workers Compensation coverage, as required by the Industrial Insurance Act of the State of Washington; EMPLOYERS LIABILITY or "Stop -Gap": The protection by the Workers Compensation policy Part 2 (Employers Liability) or, in states with monopolistic state funds, the protection provided by the "Stop -Gap" endorsement to the General Liability policy. Limits shall be no less than $1,000,000. 2. Deductibles and Self -Insured Retentions The deductible and/or self -insured retention of the policies shall not limit or apply to the permittee's liability to the County and shall be the sole responsibility of the permittee. CITY OF RENTON SPECIAL USE PERMIT S-27-09 15g. INSURANCE CONTINUED: Other Insurance Provisions The insurance policies required in this permit are to contain, or be endorsed to contain the following provisions a. All Liability policies except Workers Compensation: 1. The County, its officers, officials, employees and agents are to be covered as insured as respects liability arising out of activities performed by or on behalf of the permittee in connection with this permit. 2. Insurance coverage shall be primary insurance as respects the County, its officers, officials, employees and agents. Any insurance and/or self-insurance maintained by the County, its officers, officials, employees or agents should not contribute with the permittee's insurance or benefit the permittee in any way. 3. The permittee's insurance shall apply separately to each insured against whurii a claim is =wade and/or lawsuit is brought, except with respect to the limits of the insurer's liability. b. All Policies: Coverage shall not be suspended, voided, cancelled, reduced in coverage or in limits prior to the expiration date of this special use permit, unless forty-five (45) days prior notice, return receipt requested, has been given to the County. 4. Acceptability of Insurers Unless otherwise approved by the County, insurance is to be placed with insurers with a Bests' rating of no less than A: VIII, or, if not rated with Bests', with minimum surpluses the equivalent of Bests' surplus size VIII. 5. Verification of Coverage The permittee shall furnish the King County Real Property Division with certificates of insurance and endorsements required by this permit. The County reserves the right to require complete, certified copies of all required insurance policies at any time. 6. Municipal or State Agency Provision If the Permittee is a Municipal Corporation or an agency of the State of Washington and is self -insured for any of the above insurance requirements, a certification of self-insurance shall be attached hereto and be incorporated by reference and shall constitute compliance with this section. David Christensen From: Brown, Kevin [Kevin. Brown@kingcounty.gov] Sent: Friday, September 02, 2011 8:44 AM To: David Christensen Cc: Claussen, Sharon; Nunnenkamp, Robert Subject: RE: City of Renton East Renton Interceptor Project Thanks Dave — I do recall the issue. I believe we were hopeful of a potential annexation of the park. However, given that this is not the preference for the city, the best way to get started on this is by working with Robert Nunnenkamp and Sharon Claussen. Robert handles our internal special use permit which provides for uses of King County property and Sharon is familiar from a planning perspective the issues which we have discussed to date. I have cc'd them on this email as well. Sharon can be reached at 206 263-6205 and Robert at 206 263-6207 Thanks Kevin From: David Christensen Lmailto:Dchristen(&Rentonwa.gov] Sent: Thursday, September 01, 2011 8:56 AM To: Brown, Kevin Subject: City of Renton East Renton Interceptor Project Kevin, Over a year ago I met with you and your staff to discuss the potential for the City to install a gravity sewer main through an undeveloped portion of the future Maplewood Park property up on the East Renton Plateau. We are now at a point with this project where we are ready to submit for King County permits, SEPA, and Corp Permits. In order for us to submit, as we are not the property owner, we will need either a letter from King County authorizing the City to sign on behalf of the County, or for King County to sign on the original permit applications. At this time, I would like to meet with you and your staff to go over where we are at, what specifically we are proposing, and to discuss how we proceed with permitting. Please let me know who on your staff you would like me to work with. Thanks, Dave Christensen Wastewater Utility Supervisor 425.430.7212 David Christensen From: Sara Noland [SNoland@esassoc.com] Sent: Monday, July 25, 2011 1:16 PM To: David Christensen Cc: TWhitehouse@carollo.com Subject: Lift station questions Hi Dave, A few questions for you on East Renton Lift Station: 1. Can you provide the contact info for Kin( County Parks? we need it for some of the application forms. Name, address, phone. L'AQ-� - -, 2. The JARPA asks for a list of property owners directly adjacent to the construction site - names, mailing addresses, parcel numbers. Can you provide? 3. King County requires three years of monitoring and maintenance of the planting area. The monitoring is typically done by a biologist - either contracted or city staff - so it will not be part of the specifications. Do you want the three years of maintenance (watering, weeding, etc) to be included as part of the planting specifications? 10 Thanks, Sara Noland LandInfo Page 1 of 1 Layer List Parcels Transportation Zoning & Land Use Lakes and Rivers Jurisdictions Aerial (March 2006) Aerial (June 20091 Aerial (March 20101 Additional Data I Show Legend Selection /N M I No features are currently selected. You can select features from one or more layers using the selection itools. weWvw, Ao ,. Locate 3,n u+a +4v+rr AA� .5E2,sd St 552 feet http://rp08app01 /Geocortex/Essentials/Web/viewer.aspx?Site=RentonT&ReloadKey=true 07/26/2011 2010 WASHINGTON STATE Joint Aquatic Resources Permit Application (JARPA) Form' USE BLACK OR BLUE INK TO ENTER ANSWERS IN WHITE SPACES BELOW. Part 1—Project Identification AGENCY USE ONLY Date received: US Army Corps of Engineers S-toa• Dstnrt , t Agency reference #: Tax Parcel #(s): t t ----------------------------------- 1. Project Name (A name for your project that you create. Examples: Smith's Dock or Seabrook Lane Development) h[ 102 East Renton Lift Station Elimination Part 2—Applicant The person or organization responsible for the project. h[bel ] 2a. Name (Last, First, Middle) and Organization (if applicable) Christensen, Dave; City of Renton Public Works 2b. Mailing Address (Street or PO Box) 1055 S. Grady Way 2c. City, State, Zip Renton, WA 98057 2d. Phone (1) 2e. Phone (2) 2f. Fax 2 . E-mail ( 425) 430-7241 ( } I ( ) Dchristen@Rentonwa.gov I Part 3—Authorized Agent or Contact Person authorized to represent the applicant about the project. (Note: Authorized agent(s) must sign 11 b. of this application.) help] 3a. Name (Last, First, Middle) and Organization (if applicable) Noland, Sara - ESA 3b. Mailing Address (Street or PO Box) 5309 Shilshole NW Ave Suite 200 Additional forms may be required for the following permits: • If your project may qualify for Department of the Army authorization through a Regional General Permit (RGP), contact the U.S. Army Corps of Engineers for application information (206) 764-3495. • If your project might affect species listed under the Endangered Species Act, you will need to fill out a Specific Project Information Form (SPIF) or prepare a Biological Evaluation. Forms can be found at http://www,nws.usace.army.mil!PublicMenu/Menu.cfm?sitename=REG&pagename=mainpage_ESA • If you are applying for an Aquatic Resources Use Authorization you will need to fill out and submit an Application for Authorization to Use State - Owned Aquatic Lands form to DNR, which can be found at http://www.dnr.wa.gov/Publications/agr_use_auth_app.doc • Not all cities and counties accept the JARPA for their local Shoreline permits. If you think you will need a Shoreline permit, contact the appropriate city or county government to make sure they will accept the JARPA. 2To access an online JARPA forrn with [help] screens, go to http://www.epermitting.wa.gov/site/alias_resourcecenter/jarpa_jarpa_forin/9984/jarpa_form.aspx . For other help, contact the Governor's Office of Regulatory Assistance at 1-800-917-0043 or help@ora.wa.gov. JARPA 2010 v1 3/30/2010 Page 1 of 15 3c. City, State, Zip Seattle, WA 98107 3d. Phone (1) 3e. Phone (2) 3f. Fax 3 . E-mail (206) 789-9658 ( ) ( ) snoland@esassoc.com Part 4—Property Owner(s) Contact information for people or organizations owning the property(ies) where the project will occur. [help] ❑ Same as applicant. (Skip to Part 5.) ❑ Repair or maintenance activities on existing rights -of -way or easements. (Skip to Part 5.) ❑ There are multiple property owners. Complete the section below and fill out JARPA Attachment A for each additional property owner. 4a. Name (Last, First, Middle) and Organization (if applicable) Name King County Parks [get contact info from City] 4b. Mailing Address (Street or PO Box) 4c. City, State, Zip 4d. Phone (1) 4e. Phone (2) 0. Fax 4 . E-mail Part 5—Project Location(s) Identifying information about the property or properties where the project will occur. [help] ❑ There are multiple project locations (e.g., linear projects). Complete the section below and use JARPA Attachment B for each additional project location. 5a. Indicate the type of ownership of the property. (Check all that apply.) h[ elp] ❑ State Owned Aquatic Land (If yes or maybe, contact the Department of Natural Resources (DNR) at (360) 902-1100) ❑ Federal ® Other publicly owned (state, county, city, special districts like schools, ports, etc.) ❑ Tribal ❑ Private 5b. Street Address (Cannot be a PO Box. If there is no address, provide other location information in 5p.) h( elpl See 5p for driving directions. 5C. City, State, Zip (If the project is not in a city or town, provide the name of the nearest city or town.) [help] See 5p for driving directions. 5d. County hel King JARPA 2010 v1 3/30/2010 Page 2 of 15 5e. Provide the section, township, and range for the project location. hf e % Section Section Township Range SW 14 23 W 5 E 5f. Provide the latitude and longitude of the project location. h[ eIp] • Example: 47.03922 N lat. /-122.89142 W long. (NAD 83) 47.4803400 N /-122.142901 ° W (NAD 83) 5g. List the tax parcel number(s) for the project location. h[Lel ] • The local county assessor's office can provide this information. 5126301030, 1523059055, 1423059007, 666903TRCT, 1523059230 5h. Contact information for all adjoining property owners. (If you need more space, use JARPA Attachment C.) [help) Name Mailing Address Tax Parcel # (if known) Get from City JARPA 2010 v1 3/30/2010 Page 3 of 15 5i. List all wetlands on or adjacent'to the project location. hey Wetland ID Size HGM Class_ Cowardin Class and (sq. ft.) Dominant Vegetation A 3,490 onsite Slope/ PFO: red alder, black (approx. 7,000 Depressional cottonwood, salmonberry, total) cascara, Douglas' spires B 6,540 Slope/ PFO: black cottonwood, Depressional/ Pacific ninebark, salmonberry, Riverine willow, Himalayan blackberry C 190 Depressional PFO: red alder D 2,600 Slope/ PFO: black cottonwood, red Depressional/ alder, Pacific ninebark, Riverine salmonberry, red -osier dogwood, creeping buttercup E 11,050 Slope/ PFO: black cottonwood, red Depressional/ alder, western red cedar, Riverine salmonberry, Pacific ninebark, red elderberry, lady fern, sword fern, sedges F 6,170 Slope/ PFO: black cottonwood, red Depressional/ alder, Douglas' spirea, Pacific Riverine ninebark, sword fern, Himalayan blackberry G 2,200 Slope/ PFO: black cottonwood, red Depressional/ alder, Douglas' spirea Riverine 5j. List all waterbodies (other than wetlands) on or adjacent to the project location. nei The main stream channel, known as Stewart Creek, enters the northern end of the study area via a plastic culvert, and exits the southern end of the study area via a grated concrete culvert. The stream then enters the storm drain system south of Maplewood Park and eventually converges with the Cedar River approximately 0.75 mile south of the project area. 5k. Is any part of the project area within a 100-year flood plain? h[ elo ❑ Yes ® No ❑ Don't know 51.. Briefly describe the vegetation and habitat conditions.on the property.. h[ ji q The study area contains a mixed conifer -deciduous forest crossed by unpaved foot trails. The forest was historically logged and the trees are relatively young. The site contains evidence of other past disturbance including an old concrete building foundation. An overhead power line runs along the western edge of the study area, and a buried gas line also extends north to south through the study corridor. A stream (Stewart Creek) flows through the study area from north to south. Several wetlands are associated with the stream (see item 5i). Elevations range from 400 feet at the north end of the study area down to 378 feet at the south end of the study area. JARPA 2010 v1 3/30/2010 Page 4 of 15 5m. Describe how the property: is currently used., Lop The northern portion of the project site is located in the City of Renton and consists of a gravel access road and a pump station building (approx. 100 square feet) on a fenced gravel pad. Stormwater detention ponds are located north of the access road. The remainder of the project to the south is within unincorporated King County, mostly within Maplewood Park. The park is a 45-acre site owned by King County. The portion of the park that would be affected by the proposed project is forested and undeveloped except for informal foot trails. South of the park, the proposed sewer pipe would be located within 1481h Place SE in King County. 5n-. Describe how the adjacent properties are currently used: h Most of the project site is within an undeveloped section of King County's Maplewood Park. The northern end of the pipeline corridor is located along an existing gravel road near the Parkside Court residential neighborhood which is within the City of Renton. The southern end of the project is located in the Briar Hills Division No. 4 residential neighborhood along SE 138th Place and 148th Place SE. Maplewood Heights Elementary School is northwest of the park. 50., Describe the. structures (above and below ground) on the property, including their:purpose(s): n[ elal The project consists of a new sewer pipeline that would be installed below ground. The proposed project does not include any above -ground structures except for manholes that would be used to access the pipeline for maintenance. An existing pump station building (100 square feet) would be removed. 5p. Provide driving directions from the, closest highway to the project location, and attach a map. MU, , From Interstate 405, take Exit 4 and proceed southeast on SR 169 (Maple Valley Highway). Pass the Maplewood Golf Course and take a left on 1541h Place SE. Proceed across the Cedar River and up the hill. At the stop sign, proceed north (left) on 1561h Avenue SE. Make a left onto SE 136d' Street. Take a right at the dead end, then a left onto SE 2"d Street. Make an immediate left onto SE 2"d Court. Make a left onto a gravel access road, which leads to the existing pump station (north end of the project). See Sheet 1 for project vicinity. Part 6—Project Description 6a. Summarize the overall project. You can provide more detail in 6d: Lhey The purpose of the project is to convert a portion of the City of Renton sewer system from a pumped system to a gravity sewer system. This involves installation of a new sewer pipeline crossing Maplewood Park, and elimination of an existing lift station north of the park. The project consists of approximately 1,030 linear feet of new sewer pipeline, which will be installed using open trenches (Sheet 2). 6b. Indicate the project category. (Check'a11 that apply) n[ eM ❑ Commercial ❑ Residential ® Institutional ❑ Transportation ❑ Recreational ❑ Maintenance ❑ Environmental Enhancement JARPA 2010 v1 3/30/2010 Page 5 of 15 6c. Indicate the majoe,elements of your project. (Check all that apply) [help] _. ❑ Aquaculture ❑ Bank Stabilization ❑ Boat House ❑ Boat Launch ❑ Boat Lift ❑ Bridge ❑ Bulkhead ❑ Buoy ❑ Channel Modification ❑ Culvert ❑ Dam / Weir ❑ Dike / Levee / Jetty ❑ Ditch ❑ Dock / Pier ❑ Dredging ❑ Fence ❑ Ferry Terminal ❑ Fishway ❑ Float ❑ Geotechnical Survey ❑ Land Clearing ❑ Marina / Moorage ❑ Mining ❑ Outfall Structure ❑ Piling ❑ Retaining Wall (upland) ❑ Road ❑ Scientific Measurement Device ❑ Stairs ❑ Stormwater facility ❑ Swimming Pool ® Utility Line ❑ Other: '6d: Describe how you plan to construct each project element checked in 6c. Include specific construction- methods.and.equipment to be used., Kelp • Identify. where each element will occur in relation to the nearest waterbody. • Indicate which activities are. within the 100-year flood plain. The following general sequence of construction activities is anticipated for pipe installation. 1. Survey and mark construction limits. 2. Install temporary erosion and sediment control (TESC) measures in 148th Place SE. 3. Remove existing 8-inch-diameter gravity sewer and existing 48-inch-diameter manhole, and install 15- inch-diameter gravity sewer and new 60-inch-diameter manhole in 148th Place SE. 4. Confirm operation of new 15-inch-diameter gravity sewer by television inspection, air test and inspection of manholes with channeling. 5. Relocate fencing to provide equipment access at East Renton Lift Station. 6. Clear and grub 30-foot-wide corridor and install remaining TESC measures for installation of the gravity pipelines. 7. Temporarily divert stream flow (Stewart Creek) by bypass pumping and install temporary stream crossing. 8. Install 15-inch-diameter gravity sewer in Maplewood Park. 9. Install 12-inch-diameter gravity sewer between existing manholes in existing gravel access area north of the park. 10. Confirm operation of new 15-inch and 12-inch-diameter gravity sewer by television inspection and air test. JARPA 2010 v1 3/30/2010 Page 6 of 15 11. Install temporary wastewater bypass pumping systems and test. 12. Perform improvements to existing manholes north of the park and fill existing 12-inch-diameter gravity sewer. 13. Inspect manhole channeling. 14. Decommission bypass pumping systems and commence gravity sewer operation. 15. Remove temporary stream crossing, and revegetate work areas within the park. 16. Decommission and demolish existing lift station facilities. 17. Construct miscellaneous site improvements at East Renton Lift Station site. 18. Perform asphalt overlay in 148th Place SE. The project area is not located in within the 100-year floodplain. Construction will require crossing one onsite stream (Stewart Creek). Work will occur in upland areas within 10 to 20 feet of two wetlands; the other five onsite wetlands are at least 30 feet from the construction corridor (Sheet 2). The project corridor will cross the upland buffer areas of Stewart Creek and wetland buffers. The types of equipment expected to be used for construction include a backhoe, trackhoe, bulldozer, dump truck, concrete truck, and 5 to 10 HP submersible pumps. 6e. What are the start and end datesfor-projectconstruction?(month/year) net • If the project -will be.constructed in phases or stages, use JARPA Attachment D to list the start and end dates of each phase or stage. Start date: summer/fall 2012 End date: four months after start ❑ See JARPA Attachment D 6f..Describe the purpose of the project and why you want" or need to perform it hf elpl The East Renton Lift Station is just under 10 years old. It is located north of Maplewood Park near the end of the NE 2nd Court cul-de-sac (Sheet 1). The lift station serves to pump sewage from nearby residential neighborhoods (Maplewood Estates, Parkside Court, Shy Creek, Liberty Ridge, and others for a service area of approximately 430 acres) to the gravity sewer system located near N.E. 4th Street. The City of Renton (City) prefers to serve customers via a gravity sewer pipeline, rather than a lift station whenever feasible. A gravity system eliminates electricity costs for pumping and equipment maintenance, which greatly reduces annual Operation and Maintenance (O&M) costs. Based on survey data, conversion to a gravity system is possible at this location by installing a new pipeline crossing through an undeveloped portion of Maplewood Park and connecting to the Briar Hills Division No. 4 sewer system to the south. 6g. Fair market value of the project, including materials, labor, machine rentals, etc. heel j $480, 000 6h. Will any portion,of the project receive federal funding? [Leis] • If yes, list each agency providing funds. " ❑ Yes ® No ❑ Don't know JARPA 2010 v1 3/30/2010 Page 7 of 15 Part 7—Wetlands: Impacts and Mitigation ® Check here if there are wetlands or wetland buffers on or adjacent to the project area. (If there are none, skip to Part 8.) hel 7a. Describe how the project has been designed to avoid and minimize adverse impacts to wetlands. hf elpl ❑ Not applicable The location of the proposed project is constrained by the need to make connections to the existing sewer main. The proposed pipeline alignment was selected to avoid impacts to wetlands and to follow an existing utility corridor and foot trails to the extent possible. Avoiding impacts to buffer areas by located the pipeline farther to the east or west would have required a longer pipeline traversing a larger area of native forest, resulting in greater impacts to trees and wildlife habitat. 7b. Will the project impact wetlands? hel ❑ Yes ® No ❑ Don't know 7c. Will the project, impact wetland buffers? hf efRl ® Yes ❑ No ❑ Don't know 7d. -Has a wetland delineation report been prepared? h[ elal, • If yes, submit the report, including data sheets, with the DARPA package. ® Yes ❑ No 7e. Have the wetlands been rated using the Western Washington or Eastern Washington Wetland Rating System? help • If yes, submit the wetland rating forms and figures with the JARPA package. ® Yes ❑ No ❑ Don't know 7U Have you prepared a mitigation plan to compensate for any adverse impacts to wetlands? hf eM • If yes, submit the plan with.the JARPA package and answer 7g'. • If No, or Not applicable, explain below why a mitigation plan should not be required, ❑ Yes ❑ No ® Not applicable This project will not directly adversely impact the adjacent wetlands. A plan to restore buffer areas affected by the project is attached. 7g. Summarize what the mitigation plan is meant to accomplish, and describe how a watershed approach was used to design the.plan. hel No wetland impacts or wetland mitigation are proposed. A mitigation plan has been developed to address wetland buffer impacts. JARPA 2010 v1 3/30/2010 Page 8 of 15 7h. Use the table below to list the type and rating of each wetland impacted; the. extent and duration of the impact; and the type and amount of mitigation proposed. Or if you.are submitting a mitigation plan with a similar table, you can. state (below) where we can find this information in the plan. hei Activity (fill, Wetland Wetland Impact Duration Proposed Wetland drain, excavate, Name' type and area (sq. of impact3 mitigation mitigation area flood, etc.) rating ft. or type (sq. ft. or category2 Acres) acres) Not applicable If no official name for the wetland exists, create a unique name (such as "Wetland 1 "). The name should be consistent with other project documents, such as a wetland delineation report. 2 Ecology wetland category based on current Western Washington or Eastern Washington Wetland Rating System. Provide the wetland rating forms with the JARPA package. 3Indicate the days, months or years the wetland will be measurably impacted by the activity. Enter "permanent" if applicable. 4 Creation (C), Re-establishment/Rehabilitation (R), Enhancement (E), Preservation (P), Mitigation Bank/In-lieu fee (B) Page number(s) for similar information in the mitigation plan, if available: 7i. For.all filling activities identified ,in 7h,, describe the source and nature of the fill material,- the amount in 'cubic yards that will be used, and how and.where it will be placed into the wetland. n[ ela] No fill will be placed in wetlands. 7j. For all excavating activities identified in 7h., describe the sxcavation.:method, .type and amount of material in cubic yards you will. remove,. and where the material will be disposed. hel No material will be excavated from wetlands. Part 8—Waterbodies (other than wetlands): Impacts and Mitigation In Part 8, "waterbodies" refers to non -wetland waterbodies. (See Part 7 for information related to wetlands.) h( elpl ® Check here if there are waterbodies on or adjacent to the project area. (If there are none, skip to Part 9.) 8a. Describe how the project is designed to -avoid and minimize adverse impacts to the.aquatic environment. hl_ ele1 ❑ Not applicable The proposed sewer pipeline would cross Stewart Creek, a non -fish -bearing stream (Sheet 2). Impacts to the stream have been minimized by locating the pipeline crossing where an existing unvegetated footpath currently exists. Work would occur during the dry season, when streamflows are at low levels. Prior to construction, the work area within the stream channel will be isolated using cofferdams, and streamflows will be diverted (pumped) around the work area (Sheet 3). A professional biologist will be present during in -stream work. 8b. Will your project impact a:waterbody or the area around a waterbody? herpJ ® Yes ❑ No DARPA 2010 v1 3/30/2010 Page 9 of 15 8c. Have you prepared a mitigation plan to compensate for the project's adverse impacts to non -wetland waterbodies? hf ejp ; • If yes, submit the plan with the JARPA package and answer 8d. • If No, or Not applicable; explain below why a mitigation plan should not be required. : ® Yes ❑ No ❑ Not applicable 8d.. Summarize what the mitigation plan is meant to accomplish. Describe how a watershed approach was used to design the plan. • If you already completed7g., you do not need to restate your answer here: _ h[ elpl The mitigation plan is designed to protect and restore the portion of Stewart Creek that is affected by the proposed pipeline crossing. This includes protecting the stream from erosion and sedimentation during construction; restoring riparian vegetation to the streambanks after construction; and restoring the streambed substrate over the pipeline crossing. . 8e, Summarize impact(s) to, each waterbody in the table below. [help ] Activity (clear, Waterbody Impact Duration of Amount of material Area (sq. ft. or dredge, fill, pile name' location impact3 to be placed in or linear ft.) of drive, etc.) removed from waterbody waterbody directly affected Fill: Temporary Stewart In stream Four Approx. 30 CY of Approx. 330 construction Creek channel months quarry spall placed in square feet of equipment stream channel over streambed crossing temporary culvert Trench and Stewart In stream Permanent Approx. 5 CY of Approx. 110 backfill: Creek channel material removed square feet of Permanent from stream channel streambed for pipeline crossing during trenching; pipeline trench trench to be backfilled with equivalent amount of compacted pipe bedding material (gravel) capped with compacted glacial till and cobbles If no official name for the waterbody exists, create a unique name (such as "Stream 1 ") The name should be consistent with other documents provided. 2 Indicate whether the impact will occur in or adjacent to the waterbody. If adjacent, provide the distance between the impact and the waterbody and indicate whether the impact will occur within the 100-year flood plain. 3 Indicate the days, months or years the waterbody will be measurably impacted by the work. Enter "permanent" if applicable. JARPA 2010 v1 3/30/2010 Page 10 of 15 8f. For all activities identified in, 8e., describe the source and nature.of the fill material, amount (in cubic yards). you will ,use, and how and 'where it will be placed into the waterbody. of elpl A temporary crossing of Stewart Creek will be installed to allow equipment access from both ends of the work area (north and south). The temporary equipment crossing will be located within the 30-foot-wide construction corridor, adjacent to the permanent trenched pipeline crossing of the stream to minimize disturbance of the streambed and banks (Sheet X). The temporary crossing will consist of riprap placed in the stream channel for equipment to drive on. A culvert placed under the riprap will carry streamflow through the work area until construction is complete. Riprap will be obtained from a commercial source and placed in the stream channel using heavy equipment working from the streambank. Streamflows in Stewart Creek will be diverted around the work area. Cofferdams will be placed in the stream channel, both upstream and downstream of the work area, encompassing the locations of both the temporary equipment crossing and the adjacent pipeline trench (Sh tee tee X). Streamflow will be pumped from above the upstream cofferdam into a temporary flexible pipe. Flows will be discharged from the flexible pipe back to the stream, at a location downstream of the lower cofferdam. The temporary equipment crossing will then be constructed while the streamflow is being diverted by the pump. A culvert will be installed through the temporary equipment crossing, extending from the upper cofferdam, through the culvert, to a point downstream of the lower cofferdam (Sheet X). Once the culvert is in place, flows will be diverted through the culvert and the pump will be removed. The temporary equipment crossing and culvert will remain in place throughout the construction period. This will serve to isolate the work area from streamflows and minimize sedimentation in the stream. A biologist would be present while the streamflow is diverted and the temporary equipment crossing is installed. 8g. For all .excavating or dredging activities identified in 8e., describe the method for excavating. or dredging, type and amount of material you.will remove, and where the material will, be disposed. nei The new sewer pipeline would be installed across Stewart Creek using a trenched crossing immediately south of the temporary equipment crossing (Sheet X). In general, the pipeline trench will be 4 feet wide but could be up to 10 feet wide depending on the side slopes needed at the top of the trench. The pipe would have a minimum 5 feet depth of cover at the stream crossing (Sh tee tee X). Approximately 5 CY of material will be removed from the trench and disposed of offsite. The pipe will be laid in the trench, then the trench backfilled with pipe bedding material and sealed to prevent streamflow from entering the trench after construction is complete. JARPA 2010 v1 3/30/2010 Page 11 of 15 Part 9—Additional Information Any additional information you can provide helps the reviewer(s) understand your project. Complete as much of this section as you can. It is ok if you cannot answer a question. 9a. If you have already worked with any government agencies on this project, list them below. hI elal Agency Name . Contact. Name Phone Most Recent. Date of Contact King County DDES Laura Casey 206-296-7158 January 2011 Larry Fisher WDFW (425) 313-5683 March 2011 9b. Are any of the wetlands or waterbodies identified in Part. 7 or Part 8 on the Washington Department of ' Ecology's 303(d) List? h[ elpl . •' If ,yes, list the parameters) below. ,. • If you don't know, use Washington Department of Ecology's Water Quality Assessment tools at: hftp://www.ecv.w6.qov/orograms/wci/303d/. ❑ Yes ® No 9c. What U.S. Geological Survey. Hydrological Unit Code (HUC) is the project in? h[ e1Pl ' •. Go to http://cfi)ub.epa.gov/surf/locate/index.cfm to help identify the HUC. 17110012: Lake Washington drainage 9d. What Water Resource Inventory Area Number (WRIA.#) is the project in? hf elp)1 - • Go -to http://wWw.ecy.wa.gov/services/pis/maps%wria/wria.htm to find the WRIA #. WRIA 8: Cedar/Sammamish River drainage 9e. Wily the in -water construction work comply with the State of Washington water gtaality standards for. turbidity? of elp Go to http://www.ecy.wa.gov/programs/wq/swgs/criteria.html-for the standards. ® Yes ❑ No ❑ Not applicable 9f. If the project is within the jurisdiction of the Shoreline Management Act,.what is the local shoreline . environment designation? hel • If you don't know, contactthe local planning department. • For more information, go to: http://www.ecy.wa.gov/programs%sea/sma/laws rules/173-26/211 designations.html. ❑ Rural ❑ Urban ❑ Natural ❑ Aquatic ❑ Conservancy ❑ Other pg. What is the Washington. Department of'.Natural :Resources Water Type? h[ elpl • Go to http://www.dnr.wa.gov/BusinessPermitsfTopics/ForestPracticesApplications/Pages/fp watertvping.asp for.the Forest Practices Water Typing System. ❑ Shoreline ❑ Fish ® Non -Fish Perennial ❑ Non -Fish Seasonal JARPA 2010 v1 3/30/2010 Page 12 of 15 9h. Will this project be designed to meet. the "rn Washington.Department of Ecology's ost.current stormwater manual? hel • If no, provide. the name of the manual your project is designed to meet. . ® Yes ❑ No 2005 Stormwater Manual for Western Washington 9i.. If you know what the property was used for in the past, describe.below. hel . There is evidence of past residential use (an old concrete building pad) east of the pipe alignment. Numerous aboveground and buried utilities cross this part of Maplewood Park. 9j. Hasa cultural resource (archaeological) survey been performed on the project.area? Ltelp' • : If yes, attach it to your JARPA package. ❑ Yes ® No 9k. Name eachspecieslisted under the federal Endangered Species Act that occurs in the vicinity of the project area or might be.affected by the proposedwork. of elp No threatened or endangered species are known to occur in Maplewood Park or Stewart Creek. Stewart Creek joins the Cedar River approximately 0.75 mile downstream of Maplewood Park. The Cedar River supports Chinook salmon (federally listed as threatened), coho salmon, sockeye salmon, bull trout/Dolly Varden (federally listed threatened), and winter steelhead (federally listed threatened). 91. Name each species or habitat on the Washington Department of Fish and :Wildlife's Priority Habitats and Species List that might be affected by the proposed work.[LeIPJ The WDFW priority habitats and species (PHS) database does not identify sensitive species or habitats within Maplewood Park or the immediate vicinity. JARPA 2010 v1 3/30/2010 Page 13 of 15 Part 10—SEPA Compliance and Permits Use the resources and checklist below to identify the permits you are applying for. • Online Project Questionnaire at http://apps.ecy.wa.gov/opas/. • Governor's Office of Regulatory Assistance at (800) 917-0043 or help(a)-ora.wa.gov. • For a list of agency addresses to send your application, click on the "where to send your completed JARPA" at http://www.epermitting.wa.gov. 10a. Compliance with the State'Environmental Policy Act .(SEPA).. (Check -all that apply.) [help l • For more information about SEPA, go to www.ecy.wa.gov/programs/sea/sepa/e-review.html. ❑ A copy of the SEPA determination or letter of exemption is included with this application. ® A SEPA determination is pending with _City of Renton (lead agency). The expected decision date is fall 2011 ❑ I am applying for a Fish Habitat Enhancement Exemption. (Check the box below in 10b.) h[ elpl ❑ This project is exempt (choose type of exemption below). ❑ Categorical Exemption. Under what section of the SEPA administrative code (WAC) is it exempt? ❑ Other: ❑ SEPA is pre-empted by federal law. 10b. Indicate the permits you are applying, for. (Check all that apply.) hf elpl LOCAL GOVERNMENT Local Government Shoreline permits: ❑ Substantial Development ❑ Conditional Use ❑ Variance ❑ Shoreline Exemption Type (explain): Other city/county permits: ❑ Floodplain Development Permit ® Critical Areas Ordinance STATE: GOVERNMENT Washington Department of Fish and Wildlife: ® Hydraulic Project Approval (HPA) ❑ Fish Habitat Enhancement Exemption Washington Department of Ecology: ® Section 401 Water Quality Certification Washington Department of Natural Resources: ❑ Aquatic Resources Use Authorization FEDERAL GOVERNMENT United States Department of the Army permits (U.S. Army Corps of Engineers): ® Section 404 (discharges into waters of the U.S.) ❑ Section 10 (work in navigable waters) United States Coast Guard permits: ❑ General Bridge Act Permit ❑ Private Aids to Navigation (for non -bridge projects) JARPA 2010 v1 3/30/2010 Page 14 of 15 Part 11—Authorizing Signatures Signatures are required before submitting the JARPA package. The JARPA package includes the JARPA form, project plans, photos, etc. [help] 11a. Applicant Signature (required) [help) l�A I certify that to the best of my knowledge and belief, the information provided in this application is true, complete, and accurate. I also certify that I have the authority to carry out the proposed activities, and I agree to start work only after I have received all necessary permits. I hereby authorize the agent named in Part 3 of this application to act on my behalf in matters related to this application. (initial) By initialing here, I state that I have the authority to grant access to the property. I also give my consent to the permitting agencies entering the property where the project is located to inspect the project site or any work related to the project. (initial) Applicant Printed Name Applicant Signature Date 11 b. Authorized Agent Signature h[hel j � S l ' I certify that to the best of my knowledge and belief, the information provided in this application is true, complete, and accurate. I also certify that I have the authority to carry out the proposed activities and I agree to start work only after all necessary permits have been issued. tl Authorized Agent Printed Name Authorized Agent Signature to rl 11c. Property Owner Signature if not applicant). h I i \L' P Y 9 (�[mil Not required if project is on existing rights -of -way or easements. I consent to the permitting agencies entering the property where the project is located to inspect the project site or any work. These inspections shall occur at reasonable times and, if practical, with prior notice to the landowner. Property Owner Printed Name Property Owner Signature Date 18 U.S.0 §1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly falsifies. conceals. or covers up by any trick, scheme, or device a material fact or makes any false, fictitious, or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious, or fraudulent statement or entry, shall be fined not more than $10,000 or imprisoned not more than 5 years or both. If you require this document in another format, contact The Governor's Office of Regulatory Assistance (ORA). People with hearing loss can call 711 for Washington Relay Service. People with a speech disability can call (877) 833-6341. ORA publication number: ENV-019-09 JARPA 2010 v1 3/30/2010 Page 15 of 15 Utility Right of Way Construction Permit - Sewer Permit No. ROWA13-0233 Franchise No. Facilities Management Division Real Estate Services Section Icing County Administration Building King COL dy 500 Fourth Avenue ADM-ES-0830 Seattle, WA 98104 Permits 206-296-7456, FAX 206-296-0196 Job Starts/inspections (206)296-8122 Job No. WWP-27-3549 Kroll Page No. 811 Date 03/04/2013 Section 14 TWP. 23 Range 05 Applicant CITY OF RENTON, Michael Benoit Environmental Assessment FIr Required Date Received: 03/04/2013 Not Required Existing Assessment ❑ Replacement Categorically Exempt Phone No. (425)430-7206 Address 1055 S Grady Way, Renton WA 98057 Bond Amount Field Contact Name CITY OF RENTON, Michael Benoit Phone No. (425)430-7206 Location & Job Description: 13741 148TH PL SE, RENTON, WA 98059 Lift Station Elimination Project Replace 8" wastewater main with new 15" main; project includes work in King County DNRP Maplewood Park (SUP-115-1 I: Contact Robert Nunnenkamp, 206-263-6207). Use existing SEPA NIDNS for environmental review. See Attached Sheet for Special Conditions THIS PERMIT IS FOR KING COUNTY RIGHT OF WAYONLY. GIVE DISTANCE BY STREET OR ROAD WITH AN ON. FROM AND TO DESCRIPTION. ALL WATER MAIN EXTENSIONS MUST HAVE APPROVAL FROM THE FIRE MARSHAL. ALL UNDERGROUND UTILITY LINES MUST HAVE A MINIMUM 36" COVER, ALL WORK TO BE DONE SUBJECT TO THE APPROVAL OF THE KING COUKrY ROAD ENGINEER. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH KING COUNTY ROAD STANDARDS. The undersigned agrees to comply with provisions, conditions and requirements contained in the "Standards of Good Practice for County Road Departments" published by County Road Administration Board. All work to be done in conformity with conditions and requirements of the King County Code 6.27. 13.24 and 14.44, and the petitioner agrees to prosecute with all diligence and speed with due regard for the rights. interests and convenience of the public. If at the end of 6 months after issnaace of permit the Enntee shall not have in operation said utilities, then the right. herein conferred shall cease and terminate. unless specific wrillen fir avisions are made for a renewal or extension. The undersigned, its successors and assigns, agrees if granted the above permit, to comply with the provisions, conditions, requirements, regulations and recommendations herein contained and as may apply to any utility franchise granted the applicant and under whose provisions same is issued. It will respect and protect alp property contracts, persons and rights that might be affected by it. INDEMNITY AND HOLD HARMLESS: The Permitte, agrees to indemnify and hold harmless King County as provided herein to the maximum extent possible under paw. Accordingly, the Perminee agrees for itself, its successors, and assigns, to defend, indemnify, end hold harmless King County, its appointed and elected officials and employees from and against liability for all claims, demands, suits, and judgments, including cost of defense thereof. for injury to persons, death, or property damage which is caused by, arises out of, or is incidental to Permittee's exercise of rights and privileges granted by this permit. The Permittee's obligations under this permit shall include: (a) Indemnification for such claims whether or not they arise from the sole negligence of either the County or the Permittee, the concurrent negligence of both parties, or the negligence of one or more third parties; (b) The duty to promptly accept tender of defense and provide defense to the County at the Permittee's own expense; (c) Indemnification ofclaims made by the Permittee's own employees or agents; and (it) Waiver of the Permittee's immunity under the industrial insurance provisions of Title 51 RCW, which waiver has been mutually negotiated by the parties. In the event it is necessary for the County to incur attorney's fees, legal expenses, or other costs to enforce the provisions of this section, all such fees, expenses, and costs shall be recoverable from the Permittee. In the event it is ' determined that RCW 4.24.115 applies to this permit, the Perminee agrees to defend, hold harmless, and indemnify King County to the maximum extent permitted thereunder. Signature of Applicant Signature On File Application Received 03/04/2013 Entered Permit Issued 03/11/2013 By: 03/04/2013 Permit Fee S 200.00 Alex Perlman This application is granted subject to the requirements and conditions thereof as listed below and on back of page. 1. A Kiu_ County impector will to assi:ned to the project for inspection of road restoration. Cost of inspection applicable to the project will be reimbursed to the Connls monthly by applicant. Pernutte is required to notify piing County D panmeat of Transpm'mtiou at 206.296.8122 between 24 and 72 boon before stnrtim, work. Failure to give notice will result in the nsussurent of a one hour inspection time charge a2aim the pei niuea. This assessment is in addition to any nther remedy available under law or eyuih which the County' may wish lu pursue and shall nm hr ttmnrued as an cleaion n(remedirs by the County. 2. All hard surfaced roads to be jacked or bored. Exceptions will be on a case -by -case basis with the express permission of the King Countv Department of Transportation. 3 One-wav traffic at all times. Signs and traffic control will be in accordance with the manual on uniform traffic control devices for streets and highways. 4. Asphalt to be neat -line cut by either saw cutting or jackhammering a continuous line I foot back from trench. Restoration as a minimum shall include 6.5" of crushed surfacing material and HhIA the same thickness as the existing asphalt pavement or a minimum of 2 inches, whichever is greater. 5. It is the responsibility of the grantee to notify all utility districts and private property owners when such property is liable to injury or damage through the performance of the above work. Call 1.800.424.5555 48 hours in advance for underground utility location. This instruction does not relieve the grantee from required notification of County inspectors as specified in paragraph 1, above. Approved by Steve Salver - Real Estate Manager Approval on File AAF-RES-0010 Printed On: 3/11/2013 Page 1 of 3 Directions Regarding Permits Note: Right of tear shall mean an%. Street. Avenue Alley. Road or Lane Public Place shall mean any Bridge. Trestle. or Wharf. Applicants for permits to occupy County property with utilities, or holders of granted franchise rights. who are planning construction work upon, along. over, under or across am, Count% right of wa% or public place must file an application with the Ding County Real Estate Services Section. King County Administration Building. 500 Fourth Avenue, Room 830. Seattle. WA 98104-2337. The application shall be accompanied by drawings (in triplicate) drawn to working scale. commonh 50 to 100 feet per inch. It shall describe the nature of the work. and show the location of same on a map. giving names. or numbers. and width of roads and streets. It must also show location of work with reference to platted subdivisions, and section. township and range. and must show the location of work relative to existing utilit% facilities which mac be affected. Review of the application must conform to the County Environmental Policy Act (King County Code 20.44). Applicants shall specify the type of contraction in detail by submitting plans which show the class of material and equipment to be used. All such material and equipment shall be of the highest quality. The manner of excavation. filling. construction. installation. erection of tempt— structures. traffic tram ours. road obstruction and barricades. shall eonforn with County standards and shall be approved b% the Count% Engineer in advance of work. Signs and barricades and traffic control in the vicinity of uny work shall conform with provisions of "Part VI Manual of Uniform Traffic Control Devices for Streets and Highways." Before the work is accepted for the Counh by the County Engineer. all of the direct costs and expenses involved in administering said permit must be paid to the County b,- the applicant. These include labor charges for examination. inspection and supervision of work in progress by field personnel. Amdeviation from the proposed plan. resulting in what is commonly known as the As Built" location must be approved in advance by the Count, Engineer. Change notice must show -'As Built" position relative to grade line and centerline of right of way and any other installations in the right of way. , Permit - Terms and Conditions I. The grantee. its successors and assigns. is given and granted the right and authority to enter upon the right of way or public place for the purpose of performing the work described in this permit and approved br the County Engineer or the Engineers agent. 2. Before any work commences the site must be inspected b% a County Representative and approved by the County Engineer with respect to: a. location c. Mode of operation of the installed faeilip b. type of construction C Manner of maintenance of installed facility c. materials and equipment to be installed g. Method of safeguarding public tra(f c both during working hours and during non -working hours while the d. manner of erection or construction project is under construction. 3. After the installation. operation. maintenance. or removal of a utility or facility the grantee shall restore all rights of way and public places to the condition which is equivalent in all respects to the condition the,- were in before starting work. All work to meet the approval of the County Road Engineer. 4. In the event that any damage of anv kind is caused by the grantee in the course of performing work authorized by this permit. the grantee will repair said damage at its sole cost and expense. Repair work shall begin without delay and continue without interruption until completed. If damage is extensive. the time allowed for repair will be prescribed by the County Engineer or the Engineer's agent. 5. The County Engineer. or their representatives may at am time, do, order. or have done any and all work considered necessary to restore to a safe condition any area left by the grantee in a condition dangerous to life or property and upon demand the grantee shall pay to the County all costs of such work. materials. etc. G. When the County deems it advisable to change the alignment or grade of any right of war or public place or structure by widening. grading. regrading. pacing. improving. altering or repairing same. the grantee upon written notice b% the County Engineer or the Engineers representatives will at its own sole cost and expense. raise. lower. more. change or reconstruct such installations to conform with the plans of work contemplated or ordered by the County Engineer according to a time schedule contained in the written notice. T Penalties up to One Thousand ($1000) dollars per day ma}' be imposed b% the County Engineer. if the grantee delays relocation of facilities bound the time limits prescribed bun the County Engineer. The County Engineer reserves die right to order its own agents or representatives to accomplish the desired change. and all costs of relocation or removal shall be home by the gramce. g. All such changes. reconstruction or relocation br the grantee shall be done in such manner as will cause the least interference with am of the County *s work. The grantee shall have seveniv-two (72) hours written notice be the County Engineer or the Engineer's representatives of am' blasting contiguous to the grantee's permit rights in order that it max' protect its interests. 9. This grant or privilege shall not be deemed or consumed to be an exclusive franchise. It does not prohibit the County from granting other permits or franchise rights of like nature to other public or pnvate utilities, nor shall it prevent the County from using an. of its roads. streets. public places for any and all public use. or affect its jurisdiction over all or any part of them. 10. All the provisions. conditions. requirements and regulations herein contained shall be binding upon the successors and assigns of the gramee and all privileges of the grantee shall be given to such successors and assigns as if they were specifically mentioned. IL The Count, Road Engineer or Real Estate Services. Section Manager may umiatcralIv revoke. annul. or terminate. revise or amend this permit without cause and for am reason including. but not limited to: - (a) Grantee's failure to oomph- with any provision. requirement, or regulation herein set forth: (b) Grantee's willful neglect of. or failure to heed or comply with. notices given a: (c) Grantee's facilities are not installed. operated. or maintained in eonfornity with conditions herein set forth: (d) Grantee's failure to conform to any applicable law or regulation as currently exists or ma}' hereafter be enacted. adopted or amended. 12. Crantee b% accepting this permit agrees to obtain information from all utility departments regarding location and current slams of their installations before starting work - Private property owners adjoining. or in proximity to the right of tray shall be notified when such property is exposed to the possibility of injury or damage through performance of this project. The grantee shall make all advance arrangements neeesszn- to protect such property andlor utility from injury or damage. 13. The issuance of this permit to the grantee does not in an' way relieve the grantee of an} other applicable lacy in performing the work subject to this permit. 14. In all hiring or employment made possible resulting from the granting of this permit, there shall be no discrimination against am emplovec or applicant for employment because of sex. sexual orientation. age. me. color, ancestry. religion. national origin. marital slams or the presence of anv sensia- mental or physical handicap. unless based upon a bona fide occupational qualification. and this requirement shall apply to but not to be limited to the following: employment. advertising. Ia%off or wmtination. rates of paw or other forms of compensation, and selection for training. including apprenticeship. No person shall be denied or subjected to discrimination in receipt of the benefit of any services or activities made possible by or resulting from the granting of this permit on the ground of sex, sexual orientation. race, color, ancesin. religion. national origin. age (except minimum age and retirement provisions). marital status. parental status. or the presence of anv season'. mental or physical handicap. Am• violation of this provision shall be considered a violation of this permit and shall be grounds for cancellation, termination or suspension in whole or in part of the permit by the County and may result in ineligibility for further County permits. The permittee shall make the best efforts to make opportunities for employment and/or contracting services available to women and minority persons. The permatce recognizes that the County has a policy of promoting affirmative action. equal opportunity and has resources available to assist permittee in these efforts. U. This permit and anv underlying franchise does not authorize the cutting of trees with a trunk diameter greater than four (4) inches unless such authorization is specifically granted in writing by King County. 16. If the peuniltee fails to perform its obligations herein. vacate the premises. remove its facilities. restore the propene as required. or comply with am condition or applicable regulation or late, the Count, shall hate. at their option. the right to pursue am remedy or remedies available at late or equity including. but not limited to. the right to proceed under the provisions of Title 59 of the Revised Code of Washington. AAF-RES-0010 Printed On: 3/1112013 Page 2 of 3 Special Conditions: Overlay Utility - In accordance with K.C. Road Standards. section 8.03(2)C, roads shown on plans shall be patched & overlaid full width with a minimum IS" compacted state spec. HMA. WSONR Sunray Monument Permit - Copy of applicable Washington State Department of Natural Resources Somer Monument permit shall be required prior to Pre -Construction meeting. Pre -Construction Conference - A pre -construction conference shall be required. Contact KCDOT Utilit% Inspections. (206) 296-8122 AAF-RES-0010 Printed On: 3/11/2013 Page 3 of 3 Utility Right of Way Construction Permit Permit No. Franchise No. 14056 Date L'a Department of Executive Services Facilities Management Section Division Real Estate ve.,SerSuet Section 500 Fourth Ave., Suite 830 Seattle, WA 98104-0237 King County Permits 206-296-7456 Fax 206-296-0196 Job Starts/Inspections 206-296-8122 Job No. Kroll Page No.811 Section 14 TWP 23N Range 5E Environmental Assessment ❑ Required Date Received ❑ Not Required ❑ Existing Assessment ❑ Replacement ❑ Categorically Exempt Applicant City of Renton Wastewater Utility Phone No. Michael Benoit (425) 430-7206 Address 1055 S Grady Way City, State, ZIP Renton WA 98057 ULID No. Bond Amount Emergency Contact Name Michael Benoit Job Description & Location Emergency Contact Phone Number (425) 430-7206 13741 148th PI SE. Replace.an existing 8" sanitary sewer main with a new 15" main in 148th PI SE from SE 138th PI to the end of the road approx 165' to the north, as shown on the engineered plans. Franchise#14056. KC Acct #731100047 U47. 165 LF running within King County R/W. THIS PERMIT IS FOR KING COUNTY RIGHT OF WAY ONLY. GIVE DISTANCE BY STREET OR ROAD WITH AN ON. FROM AND TO DESCRIPTION. ALL WATER MAIN EXTENSIONS MUST HAVE APPROVAL FROM THE FIRE MARSHAL. ALL UNDERGROUND UTILITY LINES MUST HAVE A MINIMUM 36" COVER. ALL WORK TO BE DONE SUBJECT TO THE APPROVAL OF THE KING COUNTY ROAD ENGINEER. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH KING COUNTY ROAD STANDARDS. The undersigned agrees to comply with provisions, conditions and requirements contained in the "Standards of Good Practice for County Road Departments" published by County Road Administration Board. All work to be done in conformity with conditions and requirements of the King County Code 6.27, 13.24 and 14.44, and the petitioner agrees to prosecute with all diligence and speed with due regard for the rights, interests and convenience of the public. If at the end of 6 months after issuance of permit the grantee shall not have in operation said utilities, then the rights herein conferred shall cease and terminate, unless specific written provisions are made for a renewal or extension. The undersigned, its successors and assigns, agrees if granted the above permit, to comply with the provisions, conditions, requirements regulations and recommendations herein contained and as may apply to any utility franchise granted the applicant and under whose provisions same is issued. It will respect and protect all property contracts, person(s) and rights that might be affected by it. INDEMNITY AND HOLD HARMLESS: The Permittee agrees to indemnify and hold harmless King County as provided herein to the maximum extent possible under law. Accordingly, the Permittee agrees for itself, its successors, and assigns, to defend, indemnify, and hold harmless King County, its appointed and elected officials and employees from and against liability for all claims, demands, suits, and judgments, including cost of defense thereof, for injury to persons, death, or property damage which is caused by, arises out of, or is incidental to Permittee's exercise of rights and privileges granted by this permit. The Permittee's obligations under this permit shall include: (a) Indemnification for such claims whether or not they arise from the sole negligence of either the County or the Permittee, the concurrent negligence of both parties, or the negligence of one or more third parties; (b) The duty to promptly accept tender of defense and provide defense to the County at the Permittee's own expense; (c) Indemnification of claims made by the Permittee's own employees or agents; and (d) Waiver of the Permittee's immunity under the industrial insurance provisions of Title 51 RCW, which waiver has been mutually negotiated by the parties. In the event it is necessary for the County to incur attorney's fees, legal expenses, or other costs to enforce the provisions of this section, all such fees, expenses, and costs shall be recoverable from the Permittee. In the event it is determined that RCW 4.24.115 applies to this permit, the Permittee agrees to defend, hold harmless, and indemnify King County to the maximum extent permitted ' thereunder. Application Received Permit Issued Signature of Applicant Michael A. Benoit Entered By (Permit Clerk) This application is granted subject to the requirements and conditions thereof as listed below and on back of page Permit Fee $ 1. A King County inspector will be assigned to the project for inspection of road restoration. Costs of inspection applicable to the project will be reimbursed to the County monthly by applicant. Permittee is required to notify King County Department of Transportation at 206-296-8122 between 24..and 72 hours.before starting work. Failure to give notice will result in the assessment of a one hour inspection time charge against the permittee. This assessment is in addition to any other remedy available under law or equity which the County may wish to pursue and shall not be construed as an election of remedies by the County. 2. All hard surfaced roads to be jacked or bored. Exceptions will be on a case -by -case basis with the express permission of the King County Department of Transportation. 3. One-way traffic at all times. Signs and traffic control will be in accordance with the manual on uniform traffic control devices for streets and highways. 4. Asphalt to be neat -line cut by either saw cutting or jackhammering a continuous line 1 foot back from trench. Restoration as a minimum shall include 6.5" of crushed surfacing material and HMA the same thickness as the existing asphalt pavement or a minimum of 2 inches, whichever is greater. 5. It is the responsibility of the grantee to notify all utility districts and private property owners when such property is liable to injury or damage through the performance of the above work. Call 1-800-424-5555 48 hours in advance for underground utility location. This instruction does not relieve the grantee from required notification of County inspectors as specified in paragraph 1, above. Approved by Manager 1642 Front (Rev for Web 11/11) Engineer Directions Regarding Permits Note: Right of way shall mean any Street, Avenue, Alley, Road or Lane Public Place shall mean any Bridge, Trestle, or Wharf. Applicants for permits to occupy County property with utilities, or holders of granted franchise rights, who are planning construction work upon, along, over under or across any County right of way or public place must file an application with the King County Real Estate Services Section, King County Administration Building, 500 Fourth Avenue, Suite 830, Seattle, WA 98104-0237. The application shall be accompanied by drawings (in triplicate) drawn to working scale, commonly 50 to 100 feet per inch. It shall describe the nature of the work, and show the location of same on a map, giving names, or numbers, and width of roads and streets. It must also show location of work with reference to platted subdivisions, and section, township and range, and must show the location of work relative to existing utility facilities which may be affected. Review of the application must conform to the County Environmental Policy Act (King County Code 20.44). Applicants shall specify the type of construction in detail by submitting plans which show the class of material and equipment to be used. All such material and equipment shall be of the highest quality. The manner of excavation, filling, construction, installation, erection of temporary structures, traffic turn outs, road obstruction and barricades, shall conform with County standards and shall be approved by the County Engineer in advance of work. Signs and barricades and traffic control in the vicinity of any work shall conform with provisions of "Part VI Manual of Uniform Traffic Control Devices for Streets and Highways." Before the work is accepted for the County by the County Engineer, all of the direct costs and expenses involved in administering said permit must be paid to the County by the applicant. These include labor charges for examination, inspection and supervision of work in progress by field personnel. Any deviation from the proposed plan, resulting in what is commonly known as the "As Built" location must be approved in advance by the County Engineer. Change notice must show "As Built" position relative to grade line and center line of right of way and any other installations in the right of way. Permit - Terms and Conditions 1. The grantee, its successors and assigns, is given and granted the right and authority to enter upon the right of way or public place for the purpose of performing the work described in this permit and approved by the County Engineer or the Engineer's agent. 2. Before any work commences the site must be inspected by a County Representative and approved by the County Engineer with respect to: a. location e. Mode of operation of the installed facility b. type of construction f. Manner of maintenance of installed facility C. materials and equipment to be installed g. Method of safeguarding public traffic both during working hours and during non -working hours d. manner of erection or construction while the project is under construction 3. After the installation, operation, maintenance, or removal of a utility or facility the grantee shall restore all rights of way and public places to the condition which is equivalent in all respects to the condition they were in before starting work. All work to meet the approval of the County Road Engineer. 4. In the event that any damage of any kind is caused by the grantee in the course of performing work authorized by this permit, the grantee will repair said damage at its sole cost and expense. Repair work shall begin without delay and continue without interruption until completed. If damage is extensive, the time allowed for repair will be prescribed by the County Engineer or the Engineer's agent. 5. The County Engineer, or their representatives may at any time, do, order, or have done any and all work considered necessary to restore to a safe condition any area left by the grantee in a condition dangerous to life or property and upon demand the grantee shall pay to the County all costs of such work, materials, etc. 6. When the County deems it advisable to change the alignment or grade of any right of way or public place or structure by widening, grading, regrading, paving, improving, altering or repairing same, the grantee upon written notice by the County Engineer or the Engineer's representatives will at its own sole cost and expense, raise, lower, move, change or reconstruct such installations to conform with the plans of work contemplated or ordered by the County Engineer according to a time schedule contained in the written notice. 7. Penalties up to One Thousand ($1,000) dollars per day may be imposed by the County Engineer, if the grantee delays relocation of facilities beyond the time limits prescribed by the County Engineer. The County Engineer reserves the right to order its own agents or representatives to accomplish the desired change, and all costs of relocation or removal shall be borne by the grantee. 8. All such changes, reconstruction or relocation by the grantee shall be done in such manner as will cause the least interference with any of the County's work. The grantee shall have seventy-two (72) hours written notice by the County Engineer or the Engineer's representatives of any blasting contiguous to the grantee's permit rights in order that it may protect its interests. 9. This grant or privilege shall not be deemed or construed to be an exclusive franchise. It does not prohibit the County from granting other permits or franchise rights of like nature to other public or private utilities, nor shall it prevent the County from using any of its roads, streets, public places for any and all public use, or affect its jurisdiction over all or any part of them. 10. All the provisions, conditions, requirements and regulations herein contained shall be binding upon the successors and assigns of the grantee and all privileges of the grantee shall be given to such successors and assigns as if they were specifically mentioned. 11. The County Road Engineer or Real Estate Services, Section Manager may unilaterally revoke, annul, or terminate, revise or amend this permit without cause and for any reason including, but not limited to: (a) Grantee's failure to comply with any provision, requirement, or regulation herein set forth; (b) Grantee's willful neglect of, or failure to heed or comply with, notices given if, (c) Grantee's facilities are not installed, operated, or maintained in conformity with conditions herein set forth; (d) Grantee's failure to conform to any applicable law or regulation as currently exists or may hereafter be enacted, adopted or amended. 12. Grantee by accepting this permit agrees to obtain information from all utility departments regarding location and current status of their installations before starting work. Private property owners adjoining, or in proximity to the right of way shall be notified when such property is exposed to the possibility of injury or damage through performance of this project. The grantee shall make all advance arrangements necessary to protect such property and/or utility from injury or damage. 13. The issuance of this permit to the grantee does not in any way relieve the grantee of any other applicable law in performing the work subject to this permit. 14. In all hiring or employment made possible resulting from the granting of this permit, there shall be no discrimination against any employee or applicant for employment because of sex, sexual orientation, age, race, color, ancestry, religion, national origin, marital status or the presence of any sensory, mental or physical handicap, unless based upon a bona fide occupational qualification, and this requirement shall apply to but not to be limited to the following: employment, advertising, layoff or termination, rates of pay or other forms of compensation, and selection for training, including apprenticeship. No person shall be denied or subjected to discrimination in receipt of the benefit of any services or activities made possible by or resulting from the granting of this permit on the ground of sex, sexual orientation, race, color, ancestry, religion, national origin, age (except minimum age and retirement provisions), marital status, parental status, or the presence of any sensory, mental or physical handicap. Any violation of this -provision shall be considered a violation -of this permit and shall be grounds for cancellation, termination or suspension in whole or in part of the permit by the County and may result in ineligibility for further County permits. The permittee shall make the best efforts to make opportunities for employment and/or contracting services available to women and minority persons. The permittee recognizes that the County has a policy of promoting affirmative action, equal opportunity and has resources available to assist permittees in these efforts. 15. This permit and any underlying franchise does not authorize the cutting of trees with a trunk diameter greater than four (4) inches unless such authorization is specifically granted in writing by King County. 16. If the permittee fails to perform its obligations herein, vacate the premises, remove its facilities, restore the property as required, or comply with any condition or applicable regulation or law, the County shall have, at their option, the right to pursue any remedy or remedies available at law or equity including, but not limited to, the right to proceed under the provisions of Title 59 of the Revised Code of Washington. 1642 Back (Rev for Web 11/11) Michael A Benoit From: David Christensen Sent: Wednesday, November 28, 2012 4:06 PM To: Michael A Benoit Subject: FW: East Renton Lift Station - King County permit extension e,, , r L 12 C. Ci G s From: Sara Noland [mailto:SNoland@esassoc.com] Sent: Wednesday, November 28, 2012 3:33 PM To: David Christensen; Tyler Whitehouse Cc: Ann Root Subject: East Renton Lift Station - King County permit extension Dave and Tyler, I checked with King County about getting a permit extension for the East Renton project. As you know, the County permit expires in mid -June of next year. The County planner confirmed that a permit extension is required prior to permit expiration. There will be renewal fees. The City of Renton will need to request an extension from the County in writing; the County will process the request and send it out along with an invoice. The permit would be extended for an additional year from the permit expiration date to June 2014. I would recommend sending in the request asap since it takes the County a while to process permits. The planner we had been working with is no longer with the County. The new planner assigned to the project is: Ramon L ocsin Site Development Specialist !l King County Department of Environmental and Permitting Review (DPER) 35030 SE Douglas St., Suite 210 Snoqualmie, WA 98065-9266 (206) 477-0299 Please let me know if you have questions. Thanks! Sara Noland Project Scientist LSA i Northwest 5309 Shilshole Avenue NW. Suite 200 Seattle, WA 98107 " 9-9658 1 206.7`- snoland(cDesassoc.com King County August 06, 2013 CITY OF RENTON 1055 S Grady Way Renton, WA 98057 Depannent of Transportation Road Services Division Utility Inspection Unit 155 Monroe Avenue Northwest Renton, WA 98056-4199 206-296-8122 Fax 206-205-7092 Attn: Michael Benoit Re: Notification of Job Completion Dear Franchise Holder: RECEIVED AUG 21 2013 CITY OF RENTON UTILITY SYSTEMS Please be advised that the road restoration covered under the permit referenced below has passed our inspection. Accordingly, King County agrees to accept these streets for maintenance. This acceptance will not relieve the permittee of any responsibility for damage resulting from this construction. Permit Number Location ROWA13-0233 13741 148TH PL SE Sincerely, Ryan S. Harris Utility Inspection Manager aaf-dot-0003 Job Number WWP-27-3549 M Web date: 05/19/2011 LIM King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 206-296-6600 TTY Relay 711 General Instructions CLEARING AND GRADING PERMIT APPLICATION WORKSHEET For alternate formats, call 206-296-6600. Part I of this form must be completed prior to scheduling a pre -application meeting with Land Use Services Division (LUSD). If you require assistance completing this form, please contact 206-296-6600 and request to speak to a Site Development Specialist. A completed JARPA or Forest Practices application may be submitted in lieu of completing Part I. Part II of this form must be completed by DDES staff prior to application. Part III through VI of this form will be completed by DDES staff after the application has been filed. PART Project Name: East Renton Lift Station Description of Project: Location: King Coun Street Address: Maplewood Park and 148th Place SE The project will convert a portion of the City of Renton sewer system from a pumped system to a gravity sewer system. This involves installation of approx. 1,030 feet of new sewer pipeline (-760 feet through Maplewood Park, —170 feet in 148`h Place SE, and remainder in City of Renton north of Maplewood Park). The pipeline will be installed using open trenches. An existing City of Renton lift station north of the park will be eliminated. Applicant: David Christensen, City of Renton Public Works Address 1: 1055 S. Grady Way Address 2: Renton, WA 98057 Phone No.: 425-430-7212 E-mail: Dchdsten@Rentonwa.gov Owner: King County Parks and Recreation Division Address 1: 201 S. Jackson St., # 700 Address 2: Seattle, WA 98104 Phone No.: 206-296-8687 E-mail: Note: If the applicant is other than the owner, authorization from the legal owner must be provided. Agent: David Christensen, City of Renton Public Works Address 1: 1055 S. Gradv Wav Address 2: Renton, WA 98057 Phone No.: 425-430-7212 PROJECT CHARACTERISTICS Total Area Cleared/Graded: Total New Impervious Surface: Total New Pervious Surface: E-mail: Dchristen@Rentonwa.gov 0.72 ac Volume of Excavation: 1,375 c.y. 0 s.f. Volume of Fill (Exported): 600 c.y. 0.55 s.f. Volume of Fill (Imported): 760 c.y. PROPERTY INFORMATION Parcel No.: See attached legal description. Current Zoning: Community Plan: n/a Size: Shoreline Designation: n/a Thomas Guide: Is the property located within any of the following: ClearGradingPermitAppWksheetFORM.doc Is-wks-clgr.pdf 05/19/2011 R-4 1.2 acres (work area) ac Map 656 J2 & J3 Page 1 of 5 a. A vested Plat? ❑ Yes ® No If yes, describe: b. Area subject to clearing restrictions? ❑ Yes ® No If yes, describe: c. Area subject to other property specific development restrictions? ❑ Yes ® No If yes, describe: Is this property enrolled in current use taxation as forest, farm or open space? ❑ Yes ® No If yes, describe: Has a farm plan, rural stewardship plan or forest management plan been prepared for this parcel? ❑ Yes ® No If yes, describe: Are there any native growth, utility or access easements or other encumbrances that may affect development of this property? ® Yes ❑ No If yes, describe: The project site lies partionally within Maplewood Park and existing utility easements. This area of the park contains regulated wetlands, streams, and buffers. CERTIFICATION I, , hereby certify that I am the/an owner, or am an authorized agent of , a corporation or other business association authorized to do business in the State of Washington, which is the sole owner of the property that is the subject of this application. If I, or the corporation or business association, am/is not the sole owner of the property, I certify that I or this corporation/business association am/is authorized to represent all other owners of the property. I further certify that to the best of my knowledge, the critical areas in the development proposal site have not been illegally altered and that the applicant has not previously been found in violation of critical areas regulations for any property in King County, or alternatively, that if there have been any violations, such violations have been cured to the satisfaction of King County. I further certify that all easements, deed restrictions, or other encumbrances restricting the use of the property are shown on the site plans submitted with this application. I further certify that I am familiar with King County's Community Trails Preservation Program and ❑ am / ❑ am not interested in granting a voluntary easement for a rural equestrian trail. I certify under penalty of perjury and under the laws of the State of Washington the information filed with this application is true and correct. I understand that signing and submitting this application authorizes DDES staff to inspect the.site at any reasonable time for the purpose of permit review. Applicant Signature: Date: ClearGradingPerm itAppWksheetFORM.doc Is-wks-clgr.pdf 05/19/2011 Page 2 of 5 PART II This portion of the worksheet will be completed by the Site Development Services Section. Permit Type: Submittal Requirements Quanti : Description: *Application Worksheet/Certification **Grading Plan Environmental Checklist Environmental Determination Quantity Calculations Drainage Plan/Calcs Critical Areas Studies Soil Amendment Plan Certification and Transfer of Applicant Status Legal Description (may be included on site plan) Variance/Reasonable Use Exception Application Fee Worksheet Payment Schedule Other: Inspection Area: Minimum payment due At Application Submittal Subsequent payments subject to approved payment schedule (review of application will not commence until all review, fees are paid) * Application Worksheet is not required if a completed JARPA or FPA is submitted with application. ** Grading plan shall include at a minimum the following information unless specifically waived: vicinity, topography, dimensions, clearing limits, open space, NGPE's, conservation easements, drainage systems, buildings, structures, landscape and restoration plans, critical areas and associated buffers and other information as may be required by the director. For purposes of this application, the following items are considered waived unless specifically requested above: Fire District receipt, current Certificate of Water Availability, proof that the lot(s) are recognized as separate lots, Certificate of Sewer Availability or site percolation date with preliminary Seattle King County Health Department Approval, Certificate of Future Connection for Sewer or Water if in Urban growth area, and Certificate of Transportation Concurrency. This completed form must be signed by a representative of the Site Development Services Section and must accompany the completed permit application or the application will not be accepted. This approval includes a waiver for purposes of application, those items more specifically noted above. DDES Staff Signature: Date: PART III This portion of the worksheet will be completed by the Site Development Services Section staff. Project Name: Permit Number: Have critical area reports been prepared for this or adjoining properties? ❑ Yes ❑ No Has a critical area notice on title been recorded on this or adjoining properties? ❑ Yes ❑ No Is the site located in SO-220/NS-P23? ❑ Yes ❑ No TREES 1/TREES 2? ❑ Yes ❑ No Have any critical areas been mapped on GIS or other databases for this or adjoining properties? ❑ Yes ❑ No Identify below and attach any relevant maps/printouts to this report. Site Contains Site Abuts Critical area Yes? No? Yes? No? Comments Wetlands ❑ ❑ ❑ ❑ Aquatic Areas ❑ ❑ ❑ ❑ 100-Year Flood lain ❑ ❑ ❑ ❑ Channel Migration Hazard Area ❑ ❑ ❑ ❑ Landslide Hazard ❑ ❑ ❑ ❑ Erosion Hazard ❑ I ❑ ❑ ❑ Seismic Hazard ❑ ❑ ❑ ❑ Coal Mine Hazard ❑ ❑ ❑ ❑ Steep Sloe ❑ ❑ ❑ ❑ Critical Aquifer Recharge Area ❑ ❑ ❑ ❑ Wildlife Habitat ❑ ❑ ❑ ❑ Wildlife Corridor ❑ ❑ ❑ ❑ ClearGradingPerm itAppWksheetFORM.doc Is-wks-clgr.pdf 05/19/2011 Page 3 of 5 Critical Area Site Conditions Is there evidence of geologic hazard areas on or adjacent to the project site? ❑ Yes ❑ No If yes, please describe: Are there any unmapped wetlands or aquatic areas on or adjacent to the project? ❑ Yes ❑ No If yes, please describe: Does the site contain or abut unmapped wildlife habitat or corridors? ❑ Yes ❑ No If yes, please describe: Part IV This portion of the worksheet will be completed by the Site Development Services Section staff. DRAINAGEITRAFFIC Does the project add more than 2,000 sq. ft. of new impervious surface?.......... [:]Yes ❑ No... More than 10,000?... ❑ Yes ❑ No Does the project add more than 7,000 sq. ft. of new pervious surface? ............. ❑ Yes ❑ No... More than 70,000?... ❑ Yes ❑ No Are there mapped or disclosed closed depressions within the project boundary?........................................................... ❑ Yes ❑ No Is the project within or adjacent to a flood hazard area?................................................................................................. ❑ Yes ❑ No Is the project within or adjacent to a Critical Drainage Area?.......................................................................................... ❑ Yes ❑ No Does the project propose to construct/modify a drainage ditch/pipe that is 12 inches in size/depth, or receives runoff from a drainage pipe/ditch that is 12 or more inches in size?............................................................................... ❑ Yes ❑ No Is this a redevelopment project proposing greater than $100,000 of improvements to a high use site? ......................... ❑ Yes ❑ No Is this a redevelopment project that exceeds 50% of the assessed valuation of the existing site improvements and collectively involves 5,000 sq. ft. or more of new or replaced impervious surfaces?...................................................... ❑ Yes ❑ No Have there been any drainage complaints filed on this or adjoining properties?............................................................. ❑ Yes ❑ No Does any aspect of this proposed project connect to a county or state road or right-of-way? ........................................ ❑ Yes ❑ No Will this project create more than one access point (double driveway) onto a road? ...................................................... ❑ Yes ❑ No Are there any ROW improvements (sight distance clearing, utilities, etc.) needed or proposed? ................................... ❑ Yes ❑ No Approximately how many truck trips will be generated by this project? Duration? Drainage/traffic Site Conditions Describe existing site drainage: Describe downstream drainage and condition: Describe groundwater conditions: Describe existing road network including site distance? Are there other site issues suggesting engineering or traffic review is warranted or required? ❑ Yes ❑ No If yes, describe. Part V This portion of the worksheet will be completed by the Site Development Services Section staff. GENERAL SITE CONDITIONS Briefly describe the site: Topography: Vegetation: Wildlife and/or habitat: ClearGradingPerm itAppWksheetFORM.doc Is-wks-clgr.pdf 05/19/2011 Page 4 of 5 Describe soil types observed/Mapped: Describe existing utilities (hydrants, signs, poles, etc.): Are there any wells or septic systems in the project vicinity? ❑ Yes ❑ No If so, describe the location: Describe the project impacts on soil, water, and vegetation: Is there evidence of un-permitted clearing or grading? ❑ Yes ❑ No If so, describe: Part VI This portion of the worksheet will be completed by the Site Development Services Section staff. OTHER CONSIDERATIONS Is this project subject to review under the State Environmental Policy Act? ❑ Yes ❑ No If not, explain why: Will any structures be constructed as part of this project? ❑ Yes ❑ No If yes, describe: L Is the proposed use associated with this project allowed within this zone? ❑ Yes ❑ No If not, explain why: Will any of the following permits or approvals be required to undertake this project? Permit / Approval Comments Building Permit? ❑ Yes ❑ No Demolition Permit? ❑ Yes ❑ No ROW Permit? ❑ Yes ❑ No WSDOT Access Permit? ❑ Yes ❑ No Critical Area Exception? ❑ Yes ❑ No Shorelines SDP or Ex.? ❑ Yes ❑ No Forest Practice Permit? ❑ Yes ❑ No WDFW — HPA? ❑ Yes ❑ No NPDES Permit? ❑ Yes ❑ No 404 or Sec 10 Permit? ❑ Yes ❑ No 401 Certification? ❑ Yes ❑ No Other? - List: Will any of the following be required as a condition of issuance of this permit? Description Comments Notice on Title? ❑ Yes ❑ No Native Area Ret. ❑ Yes ❑ No Financial Guarantee? ❑ Yes ❑ No Liability Insurance? ❑ Yes ❑ No Exception to stds? ❑ Yes ❑ No Other? - List DDES Staff Signature: Date: Check out the DDES Web site at www.kinacounty.-goy/permits ClearGradingPerm itAppWksheetFORM. doc Is-wks-clgr.pdf 05/19/2011 Page 5 of 5 Tk� King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 Web date: 03/25/2011 AFFIDAVIT FOR APPLICATION FORM For alternate formats, call 206-296-6600. 206-296-6600 Try Relay: 711 Print on legal -size (81/2 x 14”) paper only. Application number assigned 5126301030, 1523059055, 1423059007, 666903TRCT, Parcel Number: 521n5923D Legal Description: See attached. A11P0005 Address of proposed work: Maplewood Park & 1481h Place SE (see attached Figure) ❑ address not assigned yet (if not yet assigned, check box at right) Related Permits or Pre-App number: Al 1 P0005 escriptive summary of proposed work. The project will convert a portion of the City of Renton sewer system from a pumped system to a gravity sewer system. This involves installation of approx. 1,030 feet of new sewer pipeline (-760 feet through Maplewood Park) and elimination of an existing lift station north of the park. The pipeline will be installed using open trenches. Valuation of project: $480,000 Check all applicable items This is: ® New Construction ❑ Remodel/Addition ❑ Sign ❑ Tenant Improvement Contractor's License #: to be determined Expiration Date: to be determined ❑ Accessory Structure ❑ Other This is: ❑ Single Family ❑ Duplex or Multi Family ❑ Commercial/Industrial ❑ Retail/Office ❑ Agricultural ® Other public utility Property Owner: King County Parks Phone: 206-296-8687 E-mail: Mailing Address: 201 S. Jackson St., # 700 Dave Christensen, Renton Applicant Name: Public Works Mailing Address: 1055 S. Grady Way Dave Christensen, City: Seattle Phone: 425-430-7212 City: Renton Contact/Agent Name: Renton Public Works Phone: 425-430-7212 Mailing Address: 1055 S. Grady Way City: Renton Critical Area Compliance: State: WA Zip: 98104- E-mail: Dehristen@Rentonwa.gov State: WA Zip: 98057 E-mail: Dchristen@Rentonwa.gov State: WA Zip: 98057 The undersigned applicant declares: 1. That the applicant is competent to be a witness herein; 2. That the applicant is the applicant for the above project; 3. That to the best of the applicant's knowledge, the critical areas on the development proposal site have not been illegally altered; and 4. That the applicant has not previously been found in violation of critical areas regulations for any property in King County, or alternatively, that if there have been any violations, such violations have been cured to the satisfaction of King County. I am submitting for a permit authorized by the international building, residential, fire, or mechanical codes and in anticipation of having it approved or approved with conditions I have read the following statement and understand that failure to comply with all conditions once construction is begun may necessitate an immediate work stoppage until such time as compliance with the stipulated conditions is attained. I certify that I have made a diligent inquiry regarding the need for concurrent state or federal permits to engage in the work requested under this building permit, and no such permits are required or I will have obtained the required permits prior to issuance of this permit. I understand that the granting of this permit shall not be construed as satisfying the requirements of other applicable Federal, State or Local laws or regulations. In addition I understand and agree that this permit does not authorize the violation of regulations. In addition, I understand and agree that this building permit does not authorize the violation of the Endangered Species Act as set forth at 16 U.S.C. § 1531-1543, including the prohibition on the "take" of threatened or endangered species. "Take" is defined at 16 U.S.C. § 1532(19). 1 fully understand that it is my sole resporsibility to determine whether such "take" restrictions would be violated by work done pursuant to this permit, and I understand that I am precluded by Federal Law from undertaking work authorized by this permit if that work would violate the "take" restrictions set forth at 16 U.S.C. §1538, 50 C.F.R. §17.21, 50 C.F.R. §17.31, 50 C.F.R. §223 and 50 C.F.R. §224. 1 certify under penalty of perjury and under the laws of the State of Washington the foregoing is true and correct. I further certify that all easements, deed restrictions, or other encumbrances restricting the use of the property are shown on the site plans submitted with this application. We (1) have been given authorization from the property owner to obtain this permit. accept financial responsibility for all fees associated with this permit or approval and will receive any refunds. Please mail any refunds to the address above. Applicant: Dave Christensen Name ature Date: Check out the DDES Web site at www.kinpcounty.4oy/permits AffForAppFORMLegal.doc b-aff-app.pdf 03/25/2011 Page 1 of 1 Legal description for Al 1 P0005 East Renton Lift Station Project Parcel Numbers: 5126301030, 1523059055, 1423059007, 666903TRCT, 1523059230 THE NORTH; HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 30 FEET THEREOF; AND THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY WASHINGTON; EXCEPT THOSE PORTIONS OF SAID SECTIONS 14 AND 15 HERETOFORE CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 9401060822. 405 Unincorporated King County 28th 5r. 1`IM ' ' 11 cc 1w PC 1L q�• - ,� SE 176TH 51 .�,'JM._ '-7 i ,�r�C w SL 136TH ST j * 3 . f ' �♦ • N 'aw 13w1GL ram„"- - �,••-~ SE 138TM PL Y n�.,�''L yrr �t �s4'.. SE 139TH PL..>�.. ,\. .lc •�-, 'f.'�"•y�. - �L`� •,.ire � � i �, ,s_,.e� ��, -■ ,t. UnineorporatecT' JO;E# ,� QflC King County r �:Arr"�ti, r•:� �+4' Y �f►' a Rear ra �• ti • vim,. orh t V4l1eYRC.. Project Area � . Legend fiA P Roads 0 r "` " Unincorporated Parks King CountyMiles City Limits _ r ' Web date: 06/28/2007 LIM CERTIFICATION & TRANSFER King County OF APPLICANT STATUS Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 206-296-6600 TTY 206-296-7217 For alternate formats, call 206-296-6600. Permit Number: A11 P0005 FOR CURRENT OWNER: I, King County Parks and Recreation Division , (print name) hereby certify that I am an/the owner of the property which is the subject of this application for permit or approval. If I am not the sole owner of the property, I certify that I am authorized by any and all other owners of the property to make this certification and transfer any and all rights I/we have to apply for this permit or approval to the person listed below. I, therefore certify that City of Renton Public Works (print name) is the "applicant" for this permit or approval and shall remain the "applicant" for the duration of this permit or approval unless "applicant" status is transferred in writing on a form provided by this department. By being the "applicant," that individual assumes financial responsibility for all fees and will receive any refunds paid. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. Signature of Owner Date Signed FOR INDIVIDUALS: I, , (print name) hereby certify that I am the "applicant" for this permit or approval. I shall remain the "applicant" for the duration of this permit or approval unless "applicant" status is transferred in writing on a form provided by this department. I accept financial responsibility for all fees associated with this permit or approval and will receive any refunds. My mailing address is: I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. Signature of Applicant OR FOR CORPORATIONS/BUSINESS ASSOCIATIONS: I. David Christensen Date Signed , (print name) hereby certify that I am an authorized agent of City of Renton Public Works , a corporation or other business association authorized in the State of Washington and that this business association is the "applicant" for this permit or approval and is financially responsible for all fees and will receive any refunds paid. This association shall remain the "applicant' for the duration of this permit or approval unless "applicant" status is transferred in writing on the form provided by this department. The mailing address of this business association is: 1055 S. Grady Way Renton, WA 98057 I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. Signature of Applicant Date Signed CertAndTransferApplicantStatusFORM Ic-cer-trapstat.pdf 06/28/2007 Page 1 of 2 NOTICE TO APPLICANTS: By law, this department returns all engineering and other plans to the applicant. If, however, you wish to authorize the department to return engineering and other plans directly to the engineer, architect, or other consultant for the limited purpose of making corrections, please designate below: ® I authorize this department to return plans directly to my consultant(s) for the limited purpose of making corrections, as designated on this form. CONSULTANTS: Tyler Whitehouse, Carollo Engineers, 1218 Third Ave, Suite 1600, Seattle, WA, 98101 Sara Noland. ESA. 5309 Shilshole Ave NW. Suite 200. Seattle. WA 98107 Check out the DDES Web site at www.kinpcounty.gov/permits CertAndTransferApplicantStatusFORM Ic-cer-trapstat.pdf 06/28/2007 Page 2 of 2 Web date: 01/16/2008 Kmg County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 CLEARING AND GRADING PERMITS APPLICATION FEES (Attachment to Bulletin 28) For alternate formats call 206-296-6600 206-296-6600 TTY 206-296-7217 ' Grading and Clearing Permit review and inspection services are subject to either fixed fees or hourly charges. The total cost of a permit will vary depending upon the complexity of the project and the number of ancillary reviews that are required to complete the application review (e.g., drainage, SEPA, or critical area review). Consult the current DDES fee schedule for the required fees or deposit. For projects subject to hourly charges, DDES collects a deposit at the time of application submittal up to 50% of the anticipated hourly charges for the project. Additional deposits may be required to complete a project. Any unused deposit will be refunded upon completion of review and inspection. In addition to the standard review and inspection fees applicable to all permit applications, certain other fees and base fee adjustments may be applicable to clearing and grading projects. These include, but are not limited to: • Permit Administration Fees — Intake fees will be assessed for all permit applications except miscellaneous clearing permits, which are assessed hourly charges. Issuance fees will be Massessed for all clearing and grading applications, except short form permits. • Investigation fees — Investigation fees are assessed any time work proceeds prior to issuance of a permit. Fees paid for pre -application review to resolve an active code enforcement case may be applied toward the required investigation fee. Other review fees may be assessed during the course of project review if the project or scope of the project is particularly complex. DDES makes every effort to notify customers when these additional reviews are required. In some cases, projects can be modified to avoid additional reviews. I have read the foregoing and understand that the estimated fees contained on this worksheet are only an estimate and the actual cost of this permit will depend upon the review services required and the complexity of the proposed project. I accept financial responsibility for all fees associated with this permit or approval. Applicant Signature Date Go Check out the DDES Web site at www.kinpcounty._aov/permits ClearGradingPermAppFeeWkstBulletin28FORM.doc Is-wks-c1grB28.pdf 01/16/2008 Page 1 of 1 L19 King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98057-5212 206-296-6600 TTY Relay: 711 Web date: 05/19/2011 GRADING AND RECLAMATION LIABILITY INSURANCE REQUIREMENT For alternate formats, call 206-296-6600. King County Code 16.82.090 requires the applicant to maintain a liability policy in the amount of one hundred thousand per individual, three hundred thousand per occurrence, and fifty thousand property damage ($100,000 / $300,000 / $50,000), and shall name King County as an additional insured. King County must receive proof of this policy prior to commencement of any work authorized under this permit. To comply requires submittal/confirmation of ALL of the following documentation: An ACORD Certificate of Insurance and a copy of the Additional Insured Endorsement. King County prefers CG2010 (Form B), however, if your insurance company does not use the standard Form B, you may submit a substitute and our Risk Manager will review and either approve or deny the substitute form. 2. Under the section labeled "DESCRIPTION OF OPERATION, LOCATIONS, VEHICLES, SPECIAL ITEMS', please insert: King County, its appointed and elected officials and employees, are named as an additional insured with respect to liability relating to Clearing and/or Grading Permit Number, . This policy provides insurance in the amounts and types of coverage required in King County Code 16.082.090. 3. Under the cancellation section, please insert: Should any of the above -described policies be canceled before the expiration date thereof, the issuing company will mail 30 days written notice to the certificate holder named to the left. 4. In the box labeled, "Certificate Holder', please insert: Department of Development and Environmental Services ATTN: Environmental and Site Development Services Section 900 Oakesdale Avenue SW Renton, WA 98057-5212 Please send the ACORD Certificate of Insurance and a copy of the Additional Insured Endorsement to the address listed above under item 4. If you have any questions regarding this insurance requirement, please contact the DDES Environmental and Site Development Services Section at 206-296-7245 or e-mail fgmu.ddes Cap kingcounty.gov. Check out the DDES Web site at www.kingcounty.gov/permits GradingReclamLiabilitylnsurReq[1] Is-req-grli.pdf 05/19/2011 Page 1 of 1 Fees Page 1 of 1 2011 Fee Schedule Table 2011 Fee Schedule Pre -Application Meeting -KCC 27.06.010 2011 Fee 5% Total Fees Initial Surcharge Deposit IQ Pre -Application Meeting - Basic Level 1: one or two staff and/or fee estimate $510.00 $25.50 $535.50 NA Pre -Application Meeting - Basic Level 2: three or four staff $1,020.00 $51.00 $1,071.00 NA Pre -Application Meeting - Basic Level 3: three or four staff and field check $2,125.00 $106.25 $2,231.25 NA Pre -Application Meeting - Complex $170.00/hour $8.50/hour $178.50/hour $3,570.00 Pre -Intake Review $340.00 $17.00 $357.00 NA 2011 Fee Schedule Permit Administration -KCC 27.06.020 2011 Fee ° Surcharge Total Fees Initial Deposit Permit administration fees are charged upon application submittal and permit issuance Group 1: small, simple, easy -to -administer applications including residential mechanical, registered plans, special inspections, fire tank, agricultural structures accessory to a residence, basics and basic accessories and residential revisions, final short plats, alterations to short plats, separate lot $111.00 $5.55 $116.55 NA recognition, subdivision exemptions, revisions, shoreline exemptions, right-of- way use, boundary line adjustments, all permit extensions, road and drainage variances and other miscellaneous services Group 2: applications more complex than group 1, including fire system permits, accessories to residence, signs, commercial mechanical, additions, mobile homes in a mobile home park, clearing and grading, final plats, binding $225.00 $11.25 $236.25 NA site plans, final planned unit development applications, alterations to final plats, or planned unit development and engineering plans Group 3: applications more complex than groups 1 and 2, including new [ residences, small non -building permits, commercial tenant improvements and revisions, building modifications, permits issued subject to field $317.00 $15.85 $332.85 NA inspection, stand-alone agricultural buildings, mobile homes on raw land, variances, shoreline, preliminary short plats, and SAO utility exceptions Group 4: applications more complex and difficult than other groups, including new commercial buildings, new multifamily buildings, and large new non - building structures, preliminary plats, variances, conditional use permits, $961.00 $48.05 $1,009.05 NA special use permits, zone and shoreline reclassifications, or other permits with complex processing such as commercial site plans http://www.kingcounty.gov/property/permits/info/applying/fees.aspx 7/20/2011 Fees Page 1 of 1 Clearing or Grading Permit - KCC 27.10.090 2011 Fee 5% Surcharge Total Fees Initial Deposit Minor: < 2,000="" square="" feet="" grading,="">< 7,000="" square2" feet=""> $340.00 $17.00 $357.00 NA Hazard Tree Removal: 1 - 10 $340.00 $17.00 $357.00 NA Hazard Tree Removal: 11 - 20 $468.00 $23.40 $491.40 NA Residential: <= 0.2=">/td> $425.00 $21.25 $446.25 NA Residential: 0.21 - 1.0 Acres $680.00 $34.00 $714.00 NA All Other Not Listed $170.00/hour $8.50/hour $178.50/hour Variable 2011 Fee Schedule Clearing or Grading Plan Review - KCC 27.10.090 2011 Fee 5% Surcharge Total Fees Initial Deposit Plan Review: <= 0.2="">/td> $595.00 $29.75 $624.75 NA Plan Review: 0.21 - 1.0 Acres $1,445.00 $72.25 $1,517.25 NA Plan Review: 1.01 - 5.0 Acres $2,720.00 $136.00 $2,856.00 NA Plan Review: 5.01 - 10.0 Acres $3,570.00 $178.50 $3,748.50 NA Plan Review: 10.01 - 20.0 Acres $5,270.00 $263.50 $5,533.50 NA Plan Review: > 20 Acres $6,970.00 $348.50 $7,318.50 NA Notes: Minor Plan Revisions pay hourly fees, up to the fee amount for a new application ' Major Plan Revisions pay the fee amount for a new application 2011 Fee Schedule Clearing or Grading Investigation - 27.10.090 2011 Fee 5% Surcharge Total Fees Initial Deposit Minor Clearing or Grading $213.00 $10.65 $223.65 NA Clearing 1 - 10 Hazard Trees $213.00 $10.65 $223.65 NA Clearing 11 - 20 Hazard Trees $425.00 $21.25 $446.25 NA Residential Development $595.00 $29.75 $624.75 NA Non -Residential Development $1,190.00 $59.50 $1,249.50 NA i http://www.kingcounty.gov/property/permits/info/applying/fees.aspx 7/20/201 1 Fees Page 1 of 1 Critical Area Review and Inspection - KCC 27.10.130 Residential - Inspection: Initial Site Visit Residential - Review: Basic Residential - Review: Complex, Preferred Consultant, Level 1 Residential - Review: Complex, Preferred Consultant, Level 2 Residential - Review: Complex, Other Non -Residential - Inspection: Initial Site Visit Non -Residential - Review: Basic, per Discipline Non -Residential - Review: Complex Exceptions and Variances (KCC 27.10.140) Flood Elevation Certification Flood Inquiry Post -Issuance Inspection and Monitoring Work Done without Permit 2011 Fee 5%Surcharge Total Fees Initial Deposit $374.00 $18.70 $392.70 NA $765.00 $38.25 $803.25 NA $1,020.00 $51.00 $1,071.00 NA $2,380.00 $119.00 $2,499.00 NA $170.00/hour $8.50/hour $178.50/hour Variable $374.00 $18.70 $392.70 NA $935.00 $46.75 $981.75 NA $170.00/hour $8.50/hour $178.50/hour Variable $170.00/hour $8.50/hour $178.50/hour Variable $1,020.00 $51.00 $1,071.00 NA $1,020.00 $51.00 $1,071.00 NA $170.00/hour $8.50/hour $178.50/hour Variable $170.001hour $8.50/hour $178.50/hour Variable http://www.kingcounty.gov/property/permits/info/applying/fees.aspx 7/20/201 1 Fees Page 1 of 1 Miscellaneous Reviews: Zoning and Environmental SEPA Review (KCC 27.10.150) EIS Preparation (KCC 27.10.150) Shoreline Exemption - Repair and Maintenance (KCC 27.10.160) Shoreline Exemption - All Others (KCC 27.10.160) Shoreline Development Application (KCC 27.10.160) Conditional Use Permit for Residential, Home Industry, Tower (KCC 27.10.170) Transfer of Development Rights (KCC 27.10.170) All Other Zoning Application Review (KCC 27.10.170) Site -Specific Map, Plan, or Code Amendment (KCC 27.10.180) 2011 Fee 5% Surcharge Total Fees $170.00/hour $8.50/hour $178.50/hour $170.00/hour $8.50/hour $178.50/hour $510.00 $25.50 $535.50 $170.00/hour $8.50/hour $178.50/hour $170.00/hour $8.50/hour $178.50/hour $5,100.00 $255.00 $5,355.00 $364.00 $18.20 $382.20 $170.00/hour $8.50/hour $178.50/hour $1,500.00 $75.00 $1,575.00 Initial Deposit Variable Variable NA $892.50 $8,389.50 NA NA $7,497.00 NA http://www.kingcounty.gov/property/permits/info/applying/fees.aspx 7/20/201 1 Fees Page I of 1 Miscellaneous Services 2011 Fee ° Surcharge Total Fees Initial Deposit Addressing Requests: Non -Residential (KCC 27.02.170) $170.00/hour $8.50/hour $178.50/hour Variable Addressing Requests: Residential, per address (KCC 27.02.170) $136.00 $6.80 $142.80 NA Affidavit - Modification of Recorded Building Envelope (KCC 27.10.210) $1,020.00 $51.00 $1,071.00 NA Affidavit - Modification - Resubmittal (KCC 27.10.210) $340.00 $17.00 $357.00 NA Affidavit - Name Change (KCC 27.10.210) $241.00 $12.05 $253.05 NA Agricultural Building Permits for Agricultural Structures (KCC 27.02.190) $85.00/hour $4.25/hour $89.25/hour Variable Agricultural Use Permits in APD or RA -Zoned Property with Farm Plan $85.00/hour $4.25/hour $89.25/hour Variable (KCC 27.02.190) Certification of Compliance or Completion - Individual Condo or Part of $157.00 $7.85 $164.85 NA Building (KCC 27.10.510) Certification of Compliance or Completion - Multiple Buildings per Permit $344.00 $17.20 $361.20 NA (KCC 27.10.510) Certification of Compliance or Completion - Shell Construction (KCC $344.00 $17.20 $361.20 NA 27.10.510) Certification of Compliance or Completion - Temporary Occupancy (KCC $344.00 $17.20 $361.20 NA 27.10.510) Code Interpretation (KCC 2.100.070) $250.00 NA $250.00 NA Condo Conversion - Resubmittal (KCC 27.10.460) $340.00 $17.00 $357.00 NA Condo Conversion - Review (KCC 27.10.460) $1,530.00 $76.50 $1,606.50 NA Duplicate Certificate of Elevation (KCC 27.02.160) $200.00 NA $200.00 NA Expedited Review - Services with Flat or Valuation Fees (KCC 27.02.090) $170.00/hour $8.50/hour $178.50/hour Variable Expedited Review - Services with Hourly Fees (KCC 27.02.090) $340.00/hour $17.00/hour $357.00/hour Variable Financial Guarantees - Monitoring, Inspection, Enforcement by DDES $170.00/hour $8.50/hour $178.50/hour Variable (KCC 27.02.080) Financial Guarantees - Processing by DNRP or DOT (KCC 27.02.085) $170.00/hour $8.50/hour $178.50/hour Variable Financial Guarantees - Setting, Intake, Release by DDES (KCC 27.02.080) $230.00 $11.50 $241.50 NA General Inspection for Building Code Compliance (KCC 27.10.430) $217.00 $10.85 $227.85 NA General Inspection for Building Damage (KCC 27.10.430) $217.00 $10.85 $227.85 NA General Inspection for Building Demolition (KCC 27.10.430) $217.00 $10.85 $227.85 NA General Inspection for Building Relocation (KCC 27.10.430) $217.00 $10.85 $227.85 NA Mobile Home Permit Inspection (KCC 27.10.450) $380.00 $19.00 $399.00 NA Mobile Home Permit Inspection: Non -Insignia (KCC 27.10.450) $302.00 $15.10 $317.10 NA Mobile Home Permit Inspection: Temporary Placement (KCC 27.10.450) $302.00 $15.10 $317.10 NA Mobile Home Permit Inspection: Temporary Placement for Medical $302.00 $15.10 $317.10 NA Hardship (KCC 27.10.450) Pre -Issuance Authorization Building and Site Inspection (KCC 27.10.550) $170.00/hour $8.50/hour $178.50/hour $2,500.00 Pre -Issuance Authorization Processing and Review (KCC 27.10.550) $1,200.00 $60.00 $1,260.00 NA Re -Inspection - Non -Residential (KCC 27.10.500) $483.00 $24.15 $507.15 NA Re -Inspection - Residential (KCC 27.10.500) $223.00 $11.15 $234.15 NA Supplemental Inspection (KCC 27.10.500) $170.00/hour $8.50/hour $178.50/hour Variable Services Not Otherwise Listed (KCC 27.02.100) $170.00/hour $8.50/hour $178.50/hour Variable http://www.kingcounty.cov/property/permits/info/applying/fees.aspx 7/20/201 1 C44 I i; L41 King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 Web date: 01 /09/2008 PRE -APPLICATION MEETING — LAND USE: FEES, SCHEDULING INFORMATION AND REQUEST FORM 206-296-6600 TTY 206-296-7217 For alternate formats, call 206-296-6600 Fees: King County Code 27.06.010 authorizes the Department of Development and Environmental Services (DDES) to charge an hourly fee** for pre -application reviews. This includes an hourly fee for each staff member involved in pre -application research, pre -application meetings, and any post -meeting follow-up work. (See below for a description of the different types of land use pre -application meetings that may be requested.) An advance deposit of $383 will be required to schedule a pre -application meeting. To schedule a land use pre -application meeting, an applicant must: Complete the Land Use Pre -Application Meeting Request Form on page 3 that identifies: a) Applicant's name, address and telephone number b) Project description and type of permit(s) requested RECEIVED c) Address of project and parcel number(s) d) Type of pre -application meeting requested (see below) DEC 1 4 ZOIC e) Issues for discussion at the meeting Number of people attending from the a Ilcan ' CITY OF RENTON p p g pp UTILITY SYSTEMS 2. Provide a site plan and as much othe environmental checklist, techr .y DDES staff in reviewing tA each DDES staff person of each document should (5) copies. These material DDES is made. 3. Submit the required deposit. Pre -application meeting requests required submittal materials and a Department of x 7-5212 as a completed jest documents that may assist Submit enough copies for ses, at least three (3) copies osals, submit at least five ication meeting request to of Finance. include all the Pre -application meetings will be scheduled as soon as possible following the date of the request, usually within 30 days from the date received. The applicant will be contacted via telephone regarding a date and time for the meeting. DDES will also send out written confirmation of the meeting schedule. * DDES fees are based on the latest fee ordinance adopted by the King County Council and are subject to change. As of June 1, 2007, the DDES standard hourly rate is $140/1hour. Land Use PreapMeetingsInfoAndRegFORM. doc Ic-infreq-preap. pdf 01/09/2008 Page 1 of 4 LIQ King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 206-296-6600 TTY 206-296-7217 Web date: 01/09/2008 PRE -APPLICATION MEETING — LAND USE: FEES, SCHEDULING INFORMATION AND REQUEST FORM For alternate formats, call 206-296-6600. Fees: King County Code 27.06.010 authorizes the Department of Development and Environmental Services (DDES) to charge an hourly fee** for pre -application reviews. This includes an hourly fee for each staff member involved in pre -application research, pre -application meetings, and any post -meeting follow-up work. (See below for a description of the different types of land use pre -application meetings that may be requested.) An advance deposit of $383 will be required to schedule a pre -application meeting. To schedule a land use pre -application meeting, an applicant must: Complete the Land Use Pre -Application Meeting Request Form on page 3 that identifies: a) Applicant's name, address and telephone number b) Project description and type of permit(s) requested c) Address of project and. parcel number(s) d) Type of pre -application meeting requested (see below) e) Issues for discussion at the meeting f) Number of people attending from the applicant's team. 2. Provide a site plan and as much other information as possible, such as a completed environmental checklist, technical reports and any other related project documents that may assist DDES staff in reviewing the proposal. A meeting agenda is optional. Submit enough copies for each DDES staff person requested to attend the meeting. In most cases, at least three (3) copies of each document should be sufficient, except for preliminary plat proposals, submit at least five (5) copies. These materials must be submitted at the time the pre -application meeting request to DDES is made. 3. Submit the required deposit. Make all checks payable to King County Office of Finance. Pre -application meeting requests may be filed in -person or mailed, provided they include all the required submittal materials and a check for the advance deposit, to: Department of.Development and Environmental Services ATTN: Permit Center 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 Pre -application meetings will be scheduled as soon as possible following the date of the request, usually within 30 days from the date received. The applicant will be contacted via telephone regarding a date and time for the meeting. DDES will also send out written confirmation of the meeting schedule. ** DDES fees are based on the latest fee ordinance adopted by the King County Council and are subject to change. As of June 1, 2007, the DDES standard hourly rate is $140/hour. East Renton Preap FORM.doc Ic-infreq-preap.pdf 01/09/2008 Page 1 of 4 Types of land use pre -application meetings Mandatory: A required meeting that is held prior to filing any Type 2 land use permit (e.g., conditional use permit, zoning or SAO variance, shoreline permit, or short plat); Type 3 land use permit (e.g., preliminary plat or plat alteration); or Type 4 land use permit (e.g., rezone, special use permit). The primary purpose of the mandatory pre -application meeting is for DDES staff to discuss the application process timeline, submittal requirements needed to file a complete application, and permit application fees. Land use feasibility: Also known as a "voluntary" pre -application meeting. This type of meeting is held at the applicant's request to assist in preparing an application. This may be very preliminary in nature and is not intended to fulfill the required pre -application meeting for permit submittal. A land use feasibility meeting may also be requested by an applicant who desires a more thorough and in- depth review of the proposed project. An applicant may request DDES to waive the required mandatory pre -application meeting if a land use feasibility meeting has already been held. Note to applicants for minor telecommunication facilities: When a community meeting is required to be held prior to application submittal, DDES is requiring applicants to request a land use feasibility meeting as described above. Such request should be submitted to DDES at least four weeks prior to the tentatively scheduled date of the community meeting. After the request is received, a DDES planner will confirm the date of the community meeting with the applicant. A DDES planner will attend the community meeting, and, in most cases, will conduct the land use feasibility pre -application meeting with the applicant at the conclusion of the community meeting. Consolidated: A pre -application meeting requested by the applicant to consolidate and combine land use permit review and building permit review into one meeting. If an applicant requests consolidated processing, it is important to identify all aspects of the proposal to be covered at the pre - application meeting. This is particularly important when there are multiple parts to a project so that DDES staff can understand the scope of the project and what changes may affect other reviews. Additional information regarding pre -application meetings can be obtained by contacting DDES at 206-296-6600. East Renton Preap FORM.doc Ic-infreq-preap.pdf 01/09/2008 Page 2 of 4 Ti King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 206-296-6600 TFY 206-296-7217 Land Use Pre -application Meeting Request Form To be completed by DDES Staff Pre -application No. Date Received (Stamp) Please print ❑ I am interested in receiving FREE information and design assistance regarding compliance with Green Building and/or Low Impact Development. King County will contact the applicant. Applicant Name Dave Christensen, City of Renton Public Works I Date Dec. 23, 2010 Address 1055 S. Grady Way, Renton, WA 98057 Phone 425 - 430 - 7212 1 Fax - - E-mail Dchristen@Rentonwa.gov Project Description Remove existing sewer pump station and install new sewer line. Permits being requested Clearing and Grading, SEPA, Critical Areas Review Project Address/Location North -south corridor crossing Parcel Nos 5126301030 Maplewood Park south from existing um station on gravel road 1523059055, 1423059007 at approx. SE 136th Street, to existing sewer line in 148th PI. SE. 666903TRCT, 1523059230 Please indicate if pre -application is: ® Land Use Feasibility ❑ Mandatory . ❑ Consolidated Check the box(es) regarding issues you wish to discuss: ❑ Land Use Permit Issues: Subdivision / CUP / Variances / Reasonable Use / PAUE ❑ Site Issues: Zoning / Setbacks / Density / Subdivision Design / Landscaping ❑ Site Issues: Traffic / Road Access / Road Improvement / Road Variances / Parking Layout ❑ Site Issues: Drainage / Site Development / SWDM Variances & Adjustments ❑ Shoreline Issues: Substantial Development Permit / Permitted Uses / Shoreline Setbacks ® SEPA Issues: SEPA Checklist / Off -Site Improvements / Mitigation Wetland/Stream Issues: Buffers / Building Setbacks / Flood Plains /Mitigation ❑ Geotechnical Issues: Steep Slope / Landslide / Seismic / Coal Mine / Erosion ® Clearing/Grading Issues: Site Development / Clearing Restrictions / Site Restoration ❑ Building Issues: Building / Mechanical: HVAC/Energy/ Barrier -Free Standards ❑ Fire Issues: UFC / Fireflow / Access / Sprinklers / Alarms / Hazardous Materials ❑ Health Issues: Sewer / Septic / Water / Groundwater/Noise Impacts ❑ Other (Specify): East Renton Preap FORM.doc Ic-infreq-preap. pdf 01/09/2008 Page 3 of 4 Please indicate the numbers and types of representatives that will be at the pre -application meeting from your design team: Will Will Not Will Will Not Will Attend Attend Attend Attend Attend ® ❑ Applicant ❑ ❑ Geotechnical Consultant ❑ ❑ ❑ Architect ❑ ❑ Landscape Architect ® ❑ Civil Engineer ❑ ❑ Legal Consultant ❑ ❑ ❑ Developer ❑ ❑ Property Owner Total Number Attending 3 Will Not Attend ❑ Structural Engineer ❑ Wetlands Consultant ❑ Others: I certify that I am the applicant for this pre -application meeting request and I understand that DDES will assess hourly review fees for each DDES staff member involved in pre -application research, meetings and post -meeting follow-up work, and that I assume financial responsibility for all fees associated with this request. Applicant's signature Note: An advance deposit of $383 is required to schedule a pre -application meeting. Make checks payable to King County Office of Finance. If you have any questions about your pre -application meeting, please contact DDES at 206-296-6600. Check out the DDES Web site at www.kingcounty.goy/permits East Renton Preap FORM.doc Ic-infreq-preap. pdf 01/09/2008 Page 4 of 4 U.S. BANK OF WASHINGTON 19_10 — RENTON BRANCH �' 1250 6VENDOR#DATE r cyECK a CFiECKAMOUNT Y p� CITY OF RENTON. ******** ACCOUNTS PAYABLE 041609: 12/17/2010 299118 383..00 ♦ bA ♦ 1055S. GRADY WAY O� RENTON, WA 98057 �NT Phone: (425) 430-6919 VOID AFTER 6 MONTHS Phone: (425) 430-6930 PAY Three Hundred Eighty Three Dollars and No Cents PAY' KING.CNTY DDES - - TO THE 900 OAKESDALE AVE SW MAYOR ORDER RENTON, WA 98057-5212 F&VIECE & IS ADMINISTRATOR v0 299 L Lae is L 2 S000 LO Sl: L S 3 S00698 3 L8u' PLEASE DETACH BEFORE DEPOSITING CITY OF RENTON, WA 98055 ACCOUNTS PAYABLE CHECK NO.299118 INVOICE NUMBER g:- -&............... �.,.....�.�..._..< -'DATE ,�_ck€..-..._�..__d;m-.�3.�..--�.. `ass �' , �--. ' �'; '4DESCRIPTIOIJ ''�' �* `{ti;v __._,�.��su'a. �_' _-_..___ s...>_=s..a„w�...,,.;..�s�, c..+�. P O NUMBERDISCOUNT/RETAIN'' ...,,-•- _-.__. _._-�_s., ..�.a�._.. �-..-__..-_.. ..,...,-_< AMOUNT '"' - .,=s :f' 12142010 12/14/2010 East Renton Lift Station Eliminiation - 0.00 383.00 383.00 Michael A Benoit From: David Christensen Sent: Thursday, December 23, 2010 3:39 PM To: Michael A Benoit Subject: FW: East Renton form for signature Attachments: East Renton Preap FORM.doc Mike, Go ahead and print the app out and sign for me and mail to Sara. Thanks, Dave C. From: Sara Noland [SNoland@esassoc.com] Sent: Thursday, December 23, 2010 2:54 PM To: David Christensen Cc: Ann Root Subject: East Renton form for signature Dave, Here is the King County pre -application form. The first two pages are explanatory stuff. Please print the last two pages (the actual form) and sign page 4. If you want to mail the form and check to our office (or have your staff do so) the address is: ESA Adolfson 5309 Shilshole Ave NW Suite 200 Seattle, WA 98107 Thank you and happy holidays, Sara Noland ESA Adolfson (206) 789-9658 Applicant: A:,ddres ;; Application Fee Worksheet (Attachment to Bulletin 28) Phone: E-mail: GRADING/CLEARING REVIEW AND INSPECTION FEES Base Review Fees Clearing or Grading Residential Minor -less than 2000 sq ft grdg, less than 7000 sq ft clrg $340.00, 0.00 - 0.2 ac. $425.00 0.21 -1.0 ac. $680.00 Hazard Tree Removal 1-10 $340.00 11-20 $468.00 All others not listed current hourly rate Clearing/grading w/o permit Inv. Fee Minor clearing/grading $213.00 Clrg 1-10 Hazard Trees $213.00 Clrg 11-20 Hazard Trees $425.00 Residential Development $595.00 Nonresidential Develop $1,190.00 Clearing/Grading Review Fees Non-residential 0.00 - 0.2 ac. $595.00 0.2 -1.0 ac. $1,445.00 1.01 - 5.0 ac. $2,720.00 5.01 -10.0 ac. $3,570.00 10.01- 20.0 ac. $5,270.00 over 20.0 ac. $6,970.00 Total Base Review Fees Inspection Fees Clearing/Grading Current hourly rate ' Estimate hours x $170.00 Minimum Inspection Fees Reinspection of non -bonded items$425.00 Permit Application No.: Worksheet Prepared By: OTHER REVIEWS ANu M1sUtLLANtvus CHARGES Critical Areas Review Base Fees Basic Review $765.00, no hourly Residential initial site inspection $374.00 Residential a) Preferred Consultant 1) Basic $1020.00, no hourly 2) Complex $2389.00, no hourly b) Other Consultant - hourly c) Code Violation - hourly Non -Residential per discipline $935.00 Other Reviews (charged hourly, minimum deposits noted) Drainage $935.00 SEPA $935.00 -r Miscellaneous Clearing/Grading Fees Administration Fee $225.00 Revision Base Fee See base review fees Bond fee $230.00 Mining/processing facility permits current hourly rate FPA Moratorium Relief Base Fee Current hourly rate Class IV review Res. $595.00 Class IV review Non Res $1,190.00 Class IV nonconversion current hrly COHP current hourly rate IAll fees are subject to a 5% surcharge Approved by (Site Dev. Specialist) : 1 Total Fees due at Application Permit Type: Date: Project Grading _ Clearing _ Grading SF - Clearing SF _ Other. Check out the DDES Web site at www kingcounty-gov/ddes Gearing Grading Permits App Fee Wdrksheet Bulletin 28 Is-NAcs-clgrB28.pdf 01/19111 DRAFT 10 King County Department of Development and Environmental Services Land Use Services Division 900 Oakesdale Avenue Southwest Renton, Washington 98055-1219 206-296-6600 TTY 206-296-7217 Clearing and Grading Permits Application Fee Worksheet (Attachment to Bulletin 28) or alternate formats, call 206-296-6600. Grading and Clearing Permit review and inspection fees are calculated using base fees. The total cost of a permit will vary depending upon the complexity of the project and the number of ancillary reviews that are required to complete the application review (e.g., drainage, SEPA, or critical area review). Inspection fees are estimated using target hours. Target hours are intended to provide staff and the applicant a very general estimate of the time to complete certain standard reviews. Target hours for inspection functions represent minimum inspection levels. If target hours are exceeded, additional reviews and inspections will be billed at the department's current hourly rate ($170.00 as of January 1, 2011). Certain reviews, such as drainage and SEPA review, are billed at the current hourly rate for each hour of review time. DDES collects a deposit at the time of application submittal up to 50% of the anticipated hourly charges for the project. Direct hourly charges in excess of deposit amounts, or charges in excess of base fees, will be billed to you monthly. Finance charges will accrue if invoices are not paid in a timely manner. In addition to the standard review and inspection fees applicable to all permit applications, certain other fees and base fee adjustments may be applicable to clearing and grading projects. These include, but are not limited to: • Counter Service Fees — An administration fee will be assessed for all permit applications except miscellaneous clearing permits, which are assessed hourly charges. Issuance fees will be assessed for all clearing and grading applications, except short form permits. • Investigation *fees; — Investigation fees are assessed any time work proceeds prior to issuance of a permit. Investigation fees are in accordance with the established amount. o Surcharge — There is a five percent surcharge on all fees subject to specific exceptions as identified in King County Code Title 27. Other review fees may be assessed during the course of project review if the project or scope of the project is particularly complex. DDES makes every effort to notify customers when these additional reviews are required. In some cases, projects can be modified to avoid additional reviews. I have read the foregoing and understand that the estimated fees contained .on this worksheet are only an estimate and the actual cost of this permit will depend .upon the review services required and the complexity of the proposed project. I accept financial responsibility for all fees associated with this permit or approval. Applicant Signature Date Check out the DDES Web site at www.kingcounty.gov/ddes Clearing Grading Permits App Fee Worksheet Bulletin 28 Is-wks-dgrB28.pdf 01/19/11 DRAFT P Pre-App Al IP0005 East Renton Lift Station 1-25-2011 KC DDES waives mandatory pre-app and will go straight to intake unless the City of Renton requires another meeting. Major plan changes would likely require another meeting. A Department of Ecology permit will be required for ground disturbance greater than 1.0 acres. Provide areal calculations at the time of application intake. Erosion -Sedimentation Control Plan required with application submittal. Area open to the public, contractor or Renton to provide pedestrian safety plan? Trenches backfilled at the end of the work day, etc. Some of this will be discussed at the time of the on -site preconstruction meeting. City of Renton SEPA lead agency, provide copy of TD prior to permit issuance. &*� W 60±^ Access appears to be well established from the eastern (roughly) side. Some of the construction entrance requirements at that location can be waived. Rocked entrance would be required at the other end. Very wet and large volume of water flow here, enhanced ESC to keep equipment away from water channels. Targeted Drainage requirements will apply. Fee worksheet provided, application available online. No KC grading bond requirements for City of Renton. Klatellloopkll 61, r � King County Department of Development and Environmental Services 900 Oakesdale Avenue Southwest Renton, WA 98057-5212 206-296-6600 TTY 206-296-7217 www.kingcounty.gov January 25, 2011 FM: Laura Casey, Environmental Scientist RE: Al P0005 City of Renton East Renton Lift Station Elimination Critical Areas Notes Wetland delineation and rating have been verified in the field. Wetlands are Category II with 22 habitat points. Buffers are 140 feet for 22 habitat points. Streams — if perennial and support salmonids, then 115-foot buffer. Streams — if intermittent and/or do not support salmonids, then 65-foot buffer. No wildlife observed or in reports that are protected by KC Critical Areas Code. Allowed alteration under 21A.24.045.D.34 Method of stream crossing specified in Code. Mitigation for impact to stream and/or wetland buffers at 1:1. Location of other utilities — natural gas, water? David Christensen From: Ainslie, Ron [Ron.Ainslie@kingcounty.gov] Sent: Thursday, January 20, 2011 3:08 PM To: David Christensen Cc: Casey, Laura Subject: RE: East Renton Lift Station OK, Tuesday at 10:30 here at DDES. 900 Oakesdale Avenue, just up the street from your building (Grady). I will meet you in the lobby. Thanks, Ron From: David Christensen [mailto:Dchristen@Rentonwa.gov] Sent: Thursday, January 20, 2011 1:42 PM To: Ainslie, Ron Subject: RE: East Renton Lift Station Ron, Next Tuesday works for my group, just let me know time and location and we will be there. Dave Christensen 425.430.7212 From: Ainslie, Ron ImaiIto: Ron. Ainslie@kingcounty.govl Sent: Wednesday, January 19, 2011 2:57 PM To: David Christensen Subject: RE: East Renton Lift Station It will be just myself and our ecologist for the meeting on this end. Will next Tuesday or Thursday sometime between 10:30 and 2:00 work? If not throw out some different times and we will attempt to work around your schedule. Doubt it will take more than an hour. Thanks, Ron From: David Christensen Lmailto:Dchristen(abRentonwa.gov] Sent: Wednesday, January 19, 2011 12:05 PM To: Ainslie, Ron Subject: RE: East Renton Lift Station The City will be lead agency for SEPA. Let me know your availability and we will work within that timeline to meet Thanks, Dave Christensen From: Ainslie; Ron[ma iIto: Ron.Ainslie@kingcounty.govl Sent: Wednesday, January 19, 2011 10:46 AM To: David Christensen Subject: East Renton Lift Station Dave, I completed a field recon with our ecologist and have no real issues to sort out. We can likely meet next week when schedules align. I do have one clarification regarding SEPA. Is the City of Renton going to be lead, or do you want KC to provide the determination? Thanks, Ron Ainslie