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Home My WebLink AboutWWP273627 (7)6 i _35, 45 K NA, j.. 2 / u Wes;; E►.:o c�F rC S mOL, Cps, MCa � r►A,i- �; c; r C_u uC �S�=4w41.t1cS TR/UNIr1C� FhC-ILII t= 4t'tiAN-CE: 'TIi/✓ •TAT ��F W�sT�,sil�— ��Y �y c /;SJivE� c�r�✓r�Fi�,/i.vC 4-" LIE CITY OF RENTON REVENUE/CHECK DOCUMENTATION COP) DATE: SOURCE: (WHo FROM) AMOUNTS): 12/11/2014 PSE $17,550.58 ACCOUNT CODES): 426.465485.018.594.35.63.000 Misty Cove Lift Station Replacement Account TRANSACTION DESCRIPTION: Misty Cove Replacement Lift Station Project. Credit from prepaid charges for PSE associated with the Misty Cove Replacement Lift Station Project, including normal construction costs and the relocation/removal of existing facilities charges. PRINTED NAME: DEPT: PHONE: Teresa Phelan PW/Utility Systems x7332 SIGNATURE: -C -�_ Supportive documentation must be attached prior to processing. i Q:/F1S430/bh PUGET SOUND ENERGY The Energy To Do Great Things Page 1 of 1 TRANSFER NO. PAYMENT DATE 2000139647 12/09/2014 VENDOR ID VENDOR NAME 200091 CIS REFUNDS TOTAL AMOUNT 17,550.58 Document Invoice/Account No. Date Comments Deductions Gross Amount 1200035961 400000753659 12/05/2014 Billing Correction 0.00 17,550.58 Total amount Payment amount 0.00 17,550.58 17,550.58 PUGET SOUND ENERGY PO Box 90868 Bellevue, Washington 98009-0868 Pay —SEVENTEEN THOUSAND FIVE HUNDRED FIFTY USD and 58/100 *** TO CITY OF RENTON THE 3555 NE 2ND ST ORDER OF Renton WA 98056 Key Bank Portland, Maine DATE CHECK NO: 12/09/2014 0001498596 52-60 112 Amount $**** 17,550.58 VOID AFTER 90 DAYS AUTHORIZED SIGNATURE F" CD 00 Cn 00 N W 111000 1498 59G118 1:0 1 L 2000 2 21: 190994 70 1 L 5811' J I DO NOT,WRITE, STAMP OR -SIGN BELOW T.HIS,LINE _ u DEPOSITORY! BANK:ENDORSEMENT i y Customer CITY OF RENTON STATEMENT•:SUMMARY AS.OF De'c 3f%201,4 ENERGY Page.1 of 2 Account No. 400000753659 Balance as of last billing $634.98 Thank you for your payment(s) , ' �,, �' 4 $63418 CR Y - Balance Forward — $0.00 Current Charges _, V17;550 58 CR CURRENT TOTAt_. AS OF~Dec 3; 2014 $17c550:5t3 CR Statement Due Date�Dec 23, 2014 AMOUNT DUE,THIS STATEMENT . You have a credit balance on your account. This will be applied toward future charges. Description of Other Charge Reference # Electric Line Extension 90495248 $3,1 Construction Costs $33,22300 CR Charge for -lifetime equipment maintenance. $1,024.20 CR', Service Address: 5025-RIPLEY LN N Job Order # 101088362 Project Name: MISTY COVELIFT STATION PSE Contact: DAVE HONEYSETT PLAIT -I CVD $34,991.39 CK #329930 Construction Costs $496.12 CR, Job Order # 108087131 Electric-Modified:Service 90495248 Charge=to disconnect and reconnect a service wire at a transformer, handhole, or junction box. $248.06 CR Job Order # 593151658 Electric.Line.Extension 90495249 $1 A Construction Costs $16;416.60 Charge for lifetime equipment maintenance. $1,024.20 Servico Address: 5025 RIPLEY LN N Amount i,743.32 CR W48.06 CR ,440.80 For Information, emergencies, to report an outage or for changes to your account, please call 1.888.225=5773. When paying In person, Please present both portions. When mailing remittance, please mall to Puget Sound Energy, BOT-0tti, P.O. Box 9'1269, Bellevue. WA 98009.9269 Please detach hero T and return this portion with your payment_ Current Bill Due Date Total Amount Due �PUGETSOUNDENERGY Account:400000753659 Dec 23 2014 _ NONE _ __ ar�.Jrrowc• rn v, ' Please make checks, payable to Puget Sound Energy LO m O Mn, 053211 1 AT 0,406 C050 K' Illiil�lilll!��ii,t�lll flii�llltilltililillilltt+'Ilillllnl�lu) C1TY'OF RENTON 3555 NE 2Nb sT RENTON, WA 98056A 192 Puget Sound Energy BOT-01 H P:O.lk& 91269 Bellevue, WA 98009- 9269 > k 2550000'0053221 0001 01 00400000753659 D00G01755058 00000'00'00000 Customer CITY OF RENTON (F /1 OOO (I�\f!lf' ENERGY {i''Li i ��// , t �• . .. 1 t . • I '.. 'c t+� D!-'. r.�l I� t.:1;� !�. I SOUND;, V lw� E ��F,. ! \ o,d f , '. Page 2 of 2 °' xu a• Acc-cunfNo:j 4 '4.0,0,000753659 Job Order'#, 11c,1 "A'01088362 Project Name: MISTY COVE LIFT STATION PSE Conrad DAVE HONEYSETT ` PMT RCVD•$.34,991..39 CK #329930 rti,.e'3,',iSY`r aka+• S„ Total of Other Charges --$17-,550:58 CR-- q : .t. i e. 1 1 :u t0 For information, emergencies, to report an outage or for changes to your account, please call 1-888y+�-225-5773. P1. _ _ 3�.q l�to ` :: -.. �: .0 ,-...;... ,.-., W - "..Y-l.. .. T<<.-•- :.-.�.L.+S;. 'G:... ., i. ,. -.r-. - 4-._• -.-.� -':i. "•:t-= - G:•- ,.-..+GY: - �. M• •hf- S.rd-i.i-r✓.Sc w �. f--+�' �^ N a� y�* 4'� .J SY:`. T41-�P'^'•4..1!� NiM 1-q tom... hr. 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PUGET SOUND ENERGY POTELCO INC A Ounnta Services Company June 3, 2014 City of Renton ATTN: Clayton Anderson 3555 NE 2nd St Renton, WA 98056 Re: Customer Agreement for Commercial Line Extensions PSE order No. 101088362 Dear Customer, In accordance with Puget Sound Energy's (PSE) Tariff G, Rate Schedule 85 "Line Extensions", on file with the Washington Utilities & Transportation Commission, this agreement confirms our intention to provide electrical service to your project at 5025 Ripley Lane N, Renton WA 98056 per the attached PSE design drawing. The delivery voltage of this electrical service is 120/208 volts. This cost information is valid for 90 days from the date of this letter, and is subject to being updated after that time. The payment of the total amount due and the return of signed documents as noted elsewhere in this letter is required prior to commencing our work. Please make checks payable to Puget Sound Energy and return to address listed below: 8001 S 212`h St, Kent 98032 Address City Zip Code The cost for this work is determined as follows: Estimated Normal Construction Cost including transformation $ 26,330.89 Less: Applicable Margin Allowance - $ 0.00 Total line extension charge = $ 26,330.89 (1) Other charges- Relocation/removal of existing facilities $ 5,139.72 Dedicated facilities + $ 3,520.78 Total Other charges = $ 8,660.50 (2) Total amount due under this letter $ 34,991.39 (1 + 2) Charges for temporary and permanent electric service lines for your project are not included in the above charges. To order these services and obtain costs, please contact PSE at 888-321-7779 after electrical inspections have been approved. These additional charges will be billed after installation in accordance with Rate Schedule 85. These charges also do not include permitting fees or trenching and other excavation related work that is your responsibility. 3535 9106 Char es relating to our PSE rovid,ed street li htiri system in this project are not included in the above rites, and will 9g� Y. P,,. g g Y P J P come to.you�frorn PSE's IntoLlght department_under separate leRer YCharges relatingko Rate•Schedule i �C,onversion,to Undergr"ound'Serulce for Cusfo�me�s other than Government Eritlties" will be addressed untlel'• separate -letter. This cost i,nform`ation refle,ctsthe work being performed during normal working hours. These charges do not include >r permitting fees or trenching and other excavation -related work that is your responsibility to provide. Please review the attachments provided. The Excavation Requirements & Final Grade Certification must be signed by the project owner or designee, and'returned to Me along with a signed copy'of this letter prior to the start of construction. The'work sketch document shows the proposed design, including the location.of permanent, aboveground electrical facilities required to provide electrical service to your project.' Fault current information fo'r tra n s To rm e rs 'a ssobi'6ted with your project are noted on the work sketch drawing. Please notify me immediately if you believe th&e a,e,conflicts� � t. C..4- betwe 'n'PSE's design,,and your project Additional'construction- related Information and, information'on metering and �,, seance entrance requlrem' ent;�i§ provided In'PS,E's Electric,Service Hiandbook •for commercial projects�af you�do not, have one of these handbooks; and would like one, please contact me It is your,responsibi ty to, provlde'you`r' project manager; site superid tendent, and'subcontractors with any relevant Information from this correspondence;; it attachments, and PPSE's Handbook that applies to their work.t Refunds associated with the line extension charge may be available for additional ,permanent service hook.Zups not -initially considered that are made within five (5) years of the date on which the electric distribution facilities installed for this project are Initially energized •;'If no; Margin -Allowance has Iriitlally°b'een`(provided;to�,IfQyouFjMargin Allowance ,exce s $75 0o0',.PSEragrees;to calcylate and, refund thbLmardih Allgwance';�subject to-Scheduler85 ttwo (2):years after the line P, extension, is nerglzed.,, Cd9t6m' are responsible;for making la I refund.requests-,A rbfund,may bpi requested one. time within 'six (6) years of th'e date on which the distribution facilities are initially energized ;Your;r&und requestshould be directed to PSE!s Customer Accounting Coordinators at 253-476'6335 or 253-476'6440. You Will'find it useful to retain thissletter two, as a:referbnce when: making yourrrefund request. l ... tl}'.,r � l.1' ' 'ab•�d . •� •.'.? ,'. it ' I -i, •�l �ii.,•,'?. 1: ,. i i li. . : All costs and refunds are in. accordance with PSE's' Rate Sched'ule.85,'and any discrepancies'betweenJhis 1ette6and the, n3 �.„ Rate Sched•ule'will,be resolved In favor of the -Rate Schedule. Rafe :Schedule 85 contains more d'etailed�infocmation covering costs, refunds, rights, and obligations than'�is reflected in,thrs';Ietter. The Rate;Schedule 8,51may viewed'at PSE's website www.pse coin under the'flnside PSE" heading. Projects developed by Limlt6d.-Liab•iIity Comp'anies'(LLC's) are, required to provide contact information for all managing , membec's_in addition to a copy of yourNaister Business Application. This informat,o 'too, must -be provided prior to commencing construction on your project. Thank you for the opportunity to provide electrical service to your project. Fi$E will ,usejreasopable,,giliggnce=inoI commencing this work, but we will not be liable for any delays resulting from circumstances beyond our control, including but'not limited to failure to receivefnecessary Operating Rights: t;lftyou.ha�questionsjplease call meat x, 253=677-7726 Sincerely, Dave Honeysett Project Manager Potelco, Inc. th agree to `fer"s and conditions outlined in this agreement and it's attachments I havXread an r OW R OWNER DESIGNEE'S SIGNATURE �R T`NAME DATE .,. 3 <, .`! `t �:r:•`1:::i'��Y''�: •. a➢ F„r:' -e< .. .. tftB' r 3r •� :P"'4fI;'.•t r . yam: a4� . ,. !`.. :t_:,`,'r•,J. �I<<3C`. �� .i 's'%gym , "G ft��ltd•,. ,, ,'46.9. a:a_dl..(? ..34j� ,a. r' i..'d44Y:�t.' ..=d'...r: ..,,.ti,.;t. , 9�r'.. k:�s�'„ t . -° ra'� -. �i�;i. '; • �f " �• . v� ,., + �:cl LL , , rf s: a r pf 3538 91D6 3538 91D6 i CITY OF RENTON 1055 S GRADY WAY I. RENTON, WA 98057 425-430-6850 Reg# #/Rcpt#: 002-00021384 [ LW Accounting Date: Fri, Dec 12, 2014 Date/Time: Thu, Dec 11, 2014 3:47 PM REF #: 2014-12 MISTY COVE LIFT STATION'REP LHCEMENT ACCOUN 426.465485.018.594.35. 3.000NT: $ 17,550.58 --------------------- RECEIPT TOTAL = $ 17,550.58 *************************************** f Payment Data: 1 Pmt# :1 Payer: 2014-12 MISTY COVE LIFT STATION ' REPLACEM Method: CK Ref#: 000,498596 $ 17,550.58 AMOUNT RECEIPT SUMMARY TOTAL TENDERED = $ 17,550.58 RECEIPT TOTAL = CHANGE DUE _ $ 0.00 **************************************** HAVE A NICE DAY! **************************************** .0.4400 ' I Check Request for Emergencies (for established vendors only) Submit this form to obtain a check outside the regular Accoutits Payable (A/P) check rim schedule. Check Request Info: Date of request: Date check heeded: 6/9/2014 ASAP Requestor's name: Regttestor's department/division: Requestor's ext #: John Hobson Public Works / Utility Systems 7279 Vendor #: Vendor riarne and mail address: 062862 Potelco 8001 S. 2121h Street, Kent WA 98032-2453 What is the reason that a check needs to he issued outside the normal A/P check rim schedule? To prevent delays in construction of the Misty Cove Lift Station Replacement Project Check amount: Account nuniber(s) to charge: Amot tit per accour2t #: $490.56 426.465485.018.594.35.63.000 Check handling request: Send Check to John Hobson for inclusion with permit paperwork. F;a IWA- k III-! Requestorpartm iinistrator, vision Dir ctor org iee: Signature: Type rypmepf signer on above line Date: 41 the aepartment person approving tots crteck request must be an authorized signer - Finance & IS Administrator or Designee: Signature: Designee: 4'applicable, print designee name on above line Date: H:\File Sys\WWP - v✓asteWater\WWP-27-3627 Misty Cove Lift Station\Construction\Request for Check No. 2 PSE - Misty Cove LS.docOnline Typeable Form, JOIN 2007 Check Request for Emergencies (for established vendors only) Submit this form to obtain a check outside the regular Accounts Payable (A/P) check run schedide. Check Request Info: Date of request: Date check needed: 6/9/2014 ASAP Requestor's name: Requestor's department/division: Requestor's ext #: John Hobson Public Works / Utility Systems 7279 Vendor #: Vendor name and mail address: 062862 Potelco 8001 S. 212th Street, Kent WA 98032-2453 What is the reason that a check needs to be issued outside the normal A/P check run schedule? . To prevent delays in construction of the Misty Cove Lift Station Replacement Project Check amount: Account number(s) to charge: Amount per account #: $34,991.39 426.465485.018.594.35.63.000 Check handling request: Send Check to John Hobson for inclusion with permit paperwork. *Aaaroval Sianatures: Reque , s n.ent dhni istrator, Div'vrol rector de ugnee: Signature: Tvp name of signer our above lire Date: y lie department person approving tlits cnect: request must he an authorizer! signer Finance & IS Administrator or Designee: Signature: Designee: /(applicable, print designee name on above lime Date: H:\File Sys\WWP - WasteWater\W WP-27-3627 Misty Cove Lift Station\Construction\Request for Check PSE - Misty Cove LS.doc Online Tvpeable Form. JWY 2007 r PUGET SOUND ENERGY pOTELCOINC A Quanta Services Company June 3, 2014 Dear Customer: In an effort to design your project in a timely manner, enclosed are forms that need to be executed by you. With these forms in place (returned to me) it will help rush your job through engineering, and are required by Puget Sound Energy (PSE) / Potelco Inc. prior to releasing and scheduling your job to construction. ❑❑PSE Cost letter ❑❑PSE Excavation Grade Certification form ❑❑PSE Guidelines for Customer Provided Excavation form ❑❑PSE Requirements for Trenching by Customer on Public Right -of -Ways form ❑ ❑Trench Inspection Cost ❑❑Utility Permit City of Renton ❑❑PSE /POTELCO Work sketch Please return forms to: Potelco, c/o Dave Honeysett, 8001 S. 2121h Street, Kent, WA 98032-2453 If you have any questions, please contact me at (253) 677-7726 Sincerely, Dave Honeysett Project Manager Quanta/Potelco, Inc. Service Provider for Puget Sound Energy + I. PUGET SOUND ENERGY June 3, 2014 City of Renton ATTN: Clayton Anderson 3555 NE 2nd St Renton, WA 98056 Re: Customer Agreement for Commercial Line Extensions PSE order No. 101088362 Dear Customer, POTELCO INC A Quanta Services Company In accordance with Puget Sound Energy's (PSE) Tariff G, Rate Schedule 85 "Line Extensions", on file with the Washington Utilities & Transportation Commission, this agreement confirms our intention to provide electrical service to your project at 5025 Ripley Lane N, Renton WA 98056 per the attached PSE design drawing. The delivery voltage of this electrical service is 120/208 volts. This cost information is valid for 90 days from the date of this letter, and is subject to being updated after that time. The payment of the total amount due and the return of signed documents as.noted elsewhere in this letter is required prior to commencing our work. Please make checks payable to Puget Sound Energy and return to address listed below: 8001 S 2121h St, Address The cost for this work is determined as follows: Kent 98032 City Zip Code Estimated Normal Construction Cost including transformation Less: Applicable Margin Allowance Total line extension charge Other charges- Relocation/removal of existing facilities Dedicated facilities Total Other charges Total amount due under this letter $ 26,330.89 $ 0.00 _ $ 26,330.89 (1) $ 5,139.72 + $ 3,520.78 _ $ 8,660.50 (2) $ 34,991.39 (1 + 2) Charges for temporary and permanent electric service lines for your project are not included in the above charges. To order these services and obtain costs, please contact PSE at 888-321-7779 after electrical inspections have been approved. These additional charges will be billed after installation in accordance with Rate Schedule 85. These charges also do not include permitting fees or trenching and other excavation related work that is your responsibility. 3538 9/06 Charges relating to your PSE-provided street lighting system in this project are not included in the above prices, and will come to you from PSE's IntoLight department under separate letter. Charges relating to Rate Schedule 73 "Conversion to Underground Service for Customers other than Government Entities" will be addressed under separate letter. This cost information reflects the work being performed during normal working hours. These charges do not include permitting fees or trenching and other excavation -related work that is your responsibility to provide. Please review the attachments provided. The Excavation Requirements & Final Grade Certification must be signed by the project owner or designee, and returned to me along with a signed copy of this letter'prior to the start of construction. The work sketch document shows the proposed design, including the location of permanent, aboveground electrical facilities required to provide electrical service to your project. Fault current information for transformers associated with your project are noted on the work sketch drawing. Please notify me immediately if you believe there are conflicts between PSE's design and your project. Additional construction -related information and information on metering and service entrance requirements is provided in PSE's Electric Service Handbook for commercial projects. If you do not have one of these handbooks, and would like one, please contact me. It is your responsibility to provide your project manager, site superintendent, and subcontractors with any relevant information from this correspondence, it's attachments, and PSE's Handbook that applies to their work. Refunds associated with the line extension charge may be available for additional permanent service hook-ups not initially considered that are made within five (5) years of the date on which the electric distribution facilities installed for this project are initially energized. If no Margin Allowance has initially been provided, or if your Margin Allowance exceeds $75,000, PSE agrees to calculate and refund the Margin Allowance, subject to Schedule 85, two (2) years after the line extension is energized. Customers are responsible for making all refund requests. A refund may be requested one (1) time within six (6) years of the date on which the distribution facilities are initially energized. Your refund request should be directed to PSE's Customer Accounting Coordinators at 253-476-6335 or 253-476-6440. You will find it useful to retain this letter to use as a reference when making your refund request. All costs and refunds are in accordance with PSE's Rate Schedule 85, and any discrepancies between this letter and the Rate Schedule will be resolved in favor of the Rate Schedule. Rate Schedule 85 contains more detailed information covering costs, refunds, rights, and obligations than is reflected in this letter. The entirety of Rate Schedule 85 may be viewed at PSE's website www.pse.com under the "Inside PSE" heading. Projects developed by Limited -Liability Companies (LLC's) are required to provide contact information for all managing members in addition to a copy of your Master Business Application. This information too, must be provided prior to commencing construction on your project. Thank you for the opportunity to provide electrical service to your project. PSE will use reasonable diligence in commencing this work, but we will not be liable for any delays resulting from circumstances beyond our control, including but not limited to failure to receive necessary Operating Rights. If you have any questions, please call me at 253-677-7726 Sincerely, Dave Honeysett Project Manager Potelco, Inc. I h=arees and conditions outlined in this agreement and it's attachments. 114 ATURE �TNAME DATE " 3538 9/06 C1TY`0E---,RENT0N ACCOUNTS PAYAE ILE,; U.S.,BANK OF W - ASHINGTON 19 10 REN .1250 - N.-.4VENDOR # VnAT.r VDATEW 062862,',�T06/1 /201 ' 0 4, T.- M0 30 !*34991 73 :I- ' '�� ,* ' - 101088362 06/03/2014 Misty Cove Lift Station - Commercial 0.00 34,991.39 34,991.39 PUGET SOUND ENERGY PSE ELECTRICAL FACILITIES EXCAVATION REQUIREMENTS & FINAL GRADE CERTIFICATION PURPOSE This document is an agreement between Puget Sound Energy (PSE) and the Owner/Developer (Developer) who is providing excavation for the installation of PSE's facilities. This document does not provide an easement for operating rights. If PSE determines that a recordable easement on the Developer's property orother property is necessary, it shall be the Developer's responsibility to obtain such easements in a form acceptable to PSE prior to construction. EXCAVATION REQUIREMENTS The requirements and conditions outlined below apply when you provide the excavation for PSE's electrical facilities as a condition of receiving electrical service for your project. If you need additional information, please call the PSE contact person listed below. 1. Developer is responsible for acquiring utility locates by calling One -Call, 1-800-424-5555 at least 48 hours (two full working week days) prior to digging. The excavation must meet the requirements of the Washington Administrative Code and Safety Standards. 2. Developer shall call the PSE contact person noted below for trench and route approval prior to starting excavation. 3. The electrical primary trench shall be excavated to provide a minimum of 36 inches of facility coverage, to a maximum trench depth of 48 inches. The electric service trench shall be excavated to provide a minimum of *24 inches of facility coverage, to a maximum trench depth of 36 inches. A 12-inch horizontal separation is required between PSE electrical facilities and other utilities within a joint trench. 4. All back -fill must be free of sharp objects and construction debris. Developer shall provide and install sand bedding and shading material for electrical facility protection as directed by PSE's contact person. Developer is responsible for any damages caused by improper back -fill or compaction. 5. Developer agrees to maintain a minimum of 2 feet of horizontal clearance between PSE conduit, pipe or conductors and any foundation on Developer's property. 6. The vault excavation shall be dug to the dimensions noted on the attached work sketch. Vault holes shall have a solid level bottom with a 6 inch deep layer of crushed rock bedding. 7. Developer shall provide the excavation for PSE electrical facilities within the designed location. Developer shall identify and provide final grade, property lines, and utility easements prior to installation of PSE's electrical facilities. 8. Developer will be financially liable for the relocation of PSE's electrical facilities which are inadequately covered, located outside the area where PSE has adequate operating rights, improperly graded inhibiting standard access and/or any damages resulting from dig -ins due to changes or variations in grade that are made after the installation of PSE's electrical facilities. FINAL GRADE CERTIFICATION By signing below, I certify that the electrical facilities work area shall be at final grade prior to excavation. I assume full responsibility for my excavation work and the resulting location of these facilities. I also agree to indemnify, defend, and hold harmless Puget Sound Energy from all liability arising out of, or in connection with my work, including but not limited to all claims, losses, damages, and expenses, including reasonable attorney's fees, which result from my failure to excavate within easement areas or rights -of -way, or from digging without adequate rights on adjoining properties. Date: Owner or Developer e lTY�TLS� Signature: dE Project Address: 5025 Ripley Lane N, Renton WA 98056 PSE Contact Person: Dave Honeysett (253)-677-7726 PSE Work Order: 101088362 *36 inches of backfill to top of conduit or cable required in King County, City of Renton, and City of Newcastle Cent. Letter - Electric (Form No. 2806) 02/06 POTELCO INC PUGET SOUND ENERGY A Ouants Services Company GUIDELINES FOR CUSTOMER PROVIDED EXCAVATION In Municipal/County right-of-ways under a Puget Sound Energy/Potelco permit Dear Customer: Re: City of Renton June 3, 2014 ATTN: Clayton Anderson 3555 NE 2nd St Renton, WA 98056 Reference Job# 101088362 — Property 5025 Ripley Lane N, Renton WA 98056 After a permit has been issued we will forward a copy of it to you. You are responsible to have the permit activated by the Potelco staff three full working days prior to you (your) contractor working/boring/excavating in the municipal/county right-of-way. If Potelco has not activated the permit, you are in violation of the permit rules and you are subject to code enforcement fines. This fine can be $1,000.00 in some areas. And PSE/Potelco will not accept any of the excavation or install any PSE facilities in the excavation. This permit is only for PSE facilities; all other utilities such as telephone, cable television, etc. must be permitted separately. The permit for the other utilities must be on site or they cannot utilize this portion of excavation in right-of-way under the PSE obtained permit. It is the customer's responsibility to provide traffic control signs, barricades and traffic control flagging personnel per "Part V1 Manual of Uniform Traffic Control Devices for Streets and Highways." Excavation inspections are required and you are responsible for all trench inspection fees on the closing of this permit. It is important to call your Potelco Project Manager after the trench is closed and all restoration is in place for final inspection and to close the permit. Failure to do so will result in ongoing charges (fines) for excavation inspections passed on to you. These guidelines regarding excavation are meant to better serve PSE customers and the municipality/county permit agencies. Careful reading and following of the guidelines vyill help you avoid fines, and costly down time or job re -scheduling. Should this agreement present any questions or concerns please feel free to contact me directly at 253-677-7726. Sincerely, Dave Honeysett Project Manager I have .and derstand tagree to the terms and conditions outlined above. O OR OWNER DESI EE'S SIGNATURE 'PRW NAME DATE PUGET C SOUND .> ENERGY pOTELCO INC A Quanta Services Company REQUIREMENTS FOR TRENCHING BY CUSTOMERS ON PUBLIC RIGHT-OF-WAYS AND/OR ON PUGET SOUND ENERGY, INC. EASEMENTS The following outlines most local governmental guidelines and company standards for trenching on a public right-of-way or Puget Sound Energy, Inc. (PSE) easement. Any trenching performed by the customer, or their contractor, under a PSE permit or easement must comply with these requirements. 1. All'trench construction must be performed by a Washington State licensed and bonded contractor. 2. Trench excavation, backfill, restoration, and facility placement must be coordinated with a PSE designated representative, and receive on -site approval by that representative, and local jurisdiction. 3. Right-of-way easement trenching and backfill must be performed during normal business hours, Monday through Friday. Same day excavation and backfill is required for all trenching. Job start.notification to the local jurisdiction is the responsibility of Potelco, Inc. Customer shall notify Potelco Project Manager three working days prior to trenching. Penalties for failure to comply with this requirement will be borne by the customer. 4. If the job scope requires excavation beyond a single day, fencing and barricading must be installed around utility facilities exposed above the trench, if allowed, must be in accordance with local regulatory requirements. 5. PSE, all participating utilities, and One -Call Locate, must be notified a minimum of 72 hours in advance of the date and time for right-of-way trenching and facility placement. The One -Call Locate number is 1-800-424-5555. State law requires locating service notification. 6. Excavated material must remain clear of the roadway whenever possible. Excavation material, spoils, and debris shall be removed off -site each day, in accordance with local regulatory requirements. All erosion control requirements in accordance with local regulatory requirements are the responsibility of the customer. 7. Material excavated from the shoulder of the right-of-way shall be properly disposed, and replaced with select backfill material in accordance with local regulatory requirements. 8. Proper compaction is required to comply with local regulatory specifications. If the permit requires compaction testing, the cost of said testing is the responsibility of the customer. 9. All permit requirements, traffic control plans, traffic control and flagging shall meet local regulatory specifications and satisfaction. Page 1 of 2 10. In the event of failure to abide by the above requirements, PSE reserves the right, at its sole discretion, to assume trenching. In the event of delays due to equipment failure, PSE may assume trenching to meet regulatory and joint construction requirements. The customer is responsible for all trenching costs, and will reimburse the company for costs should PSE perform the trenching. -7v (initial) 11. The customer agrees to indemnify, defend and hold harmless PSE from all liability (including reasonable attorneys' fees) arising out of, or in connection with, the above mentioned trenching activities. (initial) Job Number 101088362 Trench Location 5025 Ripley Lane N, Renton WA 98056 Customer Name (print) � e 6;, jy I AGREE TO ADHERE TO THE AB Vf-0(0:57Z Dr Customer Signature r2 Date --- �r - ,i !,ram Page 2 of 2 POTELCO INC A Quanta Services Company Private Utility Construction Short Form Construction Agreentent 1. The parties to this Agreement are Potelco, Inc., whose address is 14103 81" Street East, Sumner, WA. 98390 ("Polelco') and City of Renton whose address is 3555 NE 2"d St, Renton WA 98056 ("Customer'). 2. Customer hereby engages Potelco to perform underground construction operations on Customer's private property. The underground construction operations are limited to the following activities: Inspection of trenching under Potelco permit — Job# 101088362 3. Customer shall pay Potelco the amount of $ 448.00 *plus lay (9.5 %) $ 42.56 fora total of $ 490.56 ® One hundred percent (100%) of this amount shall be paid prior to commencement of the Work, ❑ Fifty percent (50%) of this amount shall be paid prior to commencement of the Work and the balance is due at the conclusion of the Work or ❑ At the conclusion of the Work. hulerest shall accrue on overdue payments at the rate of two percent above the prime interest rate as published.from time to time in the Wall Street Journal; or, if the law prohibits such a rate, then the rate shall be the highest rate allowed under the law. Customer shall also reimburse Potelco for all costs of collection, including attorneys' fees, incurred by Potelco in enforcing this payment obligation. 4. Customer recognizes that if payment is not made in accordance with this agreement, in addition to any other remedies Potelco may have, Potelco may place a mechanics' lien against the property on which the Work was performed 5. Customer represents and warrants that he is the owner of the property upon which the Work has been requested and that he has the full authority to contract fain the Work. 6. Potelco shall perform the Work in accordance with industry standards of practice for the locale in which the Work is to be performed. Customer recognizes that one of the risks inherent in this type of work is the potential for damage to an existing underground utility. Customer is advised that Potelco is not in the business of locating utilities and that no such services are a part of the Ifork hereunder. Therefore, Customer agrees to be solely responsible for identi,ing, marking or otherwise advising Polelco of the location of existing utilities on Customer's property so that Potelco can avoid contact therewith. Customer hereby expressly assumes all risks that Polelco will strike or otherwise damage an existing underground utility in the performance of the work. 7. To the fullest extent permitted under the law, Customer shall indemnify and defend (with a lawyer to be chosen by Potelco) Potelco and its employees, agents, representatives, affiliates and assigns, ("Indemnilees') from and against all claims, losses and damages, including attorneys' fees, ("Claims') arising out of the performance of the Work notwithstanding Indemnitees' concurrent negligence. Customer shall have no liability to defend or indemnify indemnitees for Claims proximately caused by Indemnitees'sole negligence. Complete attached Washington State Resale Certificate if job is for resale. POTELCO, INC. David Honeysett Project Manager Contact #: (253) 677-7726 I Y10FRENTON ACCOUNTS. PAYABLE,�',: US BANK OF WASHINGTON '19-16 'RENTON BRANCH &;N- CHECK C� XAMOUNTP, ' A , "i2 A" .�b62;86-2'.',-':,"j 06/10/201�4.:'::�-.,,-.'!,329931 "bEkRlPf 10� P�mou N Job#101088362 06/05/2014 Misty Cove Lift Station Replacement - 0.00 490.56 490.56 Utility Permit Letter Date: June 3, 2014 To: City of Renton 3555 NE 2"d St Renton, WA 98056 From: Potelco, Inc. 8001 S. 212th Street Kent, WA 98032 Subiect: Obtain necessary permits and/or operating rights for your project located at 5025 Ripley Lane N, Renton WA 98056. (Job # 101088362) According to Puget Sound Energy's filed Tariff, Schedule 85, customers requesting new electric service are required to obtain "all legal rights necessary" for the construction of new electric facilities to serve their project. Operating rights need to be obtained by the Company (Puget Sound Energy) prior to the commencement of construction of such facilities. Most municipalities/counties will not issue a utility permit to someone who is not an agent of the utility company. Therefore, Potelco, Inc., as Puget Sound Energy's agent, will obtain necessary municipality/county permits at the request of the customer. The *estimated cost for obtaining the required municipality/county permits for your project at the above address is 595.23. If you wish for Potelco to obtain the necessary permit(s) please sign below as acceptance of these conditions and submit a check in this amount to Potelco, Inc. at the above address. Most permits are valid for 6 (six) months. Funding is required again, if permit expires. * This is an estimated cost, customer is responsible for actual cost on closure of permit. Respectfully, Dave Honeysett 1 f Project Manager I► I-z K.Io Wi,-L7A� Potelco, Inc 253-677-7726 Accepted Print Name Date P>LAC-e 0LY -St be cE T� P-d0.MT-oF-L,./Ar' 4�41> ` r—oeeEFiozz kLL-t, or REquogF A .,v C/Ti o c-�rrr, �.1 T�Elem rr- 201 030000460 CITY POil USEAS 76.00 After recording return document to: ACE _0 10/30 013 09:28 tlty Clerk KING COUNTY, UA .. City of Renton .1055 S.-Grady Way Renton, WA 98057 EXCISE TAX NOT RE Refer to previous Aff.# y B Deputy DOCUMENT TITLE:,, UTILITIES EASEMENT To RECORDING NUMBER OF DOCUMENTS) ASSIGNED OR RELEASED: C" N/A GRANTOR(S): MISTY COVE ASSOCIATION OF APARTMENT OWNERS GRANTEE(S): CITY OF RENTON, a Washington municipal corporation ABBREVIATED LEGAL DESCRIPTION: Portion of SW %, Section 29, Township 24 North, Range 5'East, W.M., King Cou.hty,:WA ADDITIONAL LEGAL DESCRIPTION ON PAGE(S): Exhibit A and Exhibit 8 ASSESSOR'S TAX PARCEL NO(5): 5561550000 UTILITIES EASEMENT Grantor, Misty :Cov . e Msociaticin of Apartment Owners ("Grantor"), for and in consideration of mutual benef its, does by these' presents, grants, bargains, sells, conveys, and warrants unto Grantee, City of Renton, a-W,ashington municipal corporation ("Grantee"), its successors and assigns, an easement for public utilities for water, wastewater, and surface water with necessary appurtenances over, under, through, across and upon the following described property in Exhibit "A".,,.::6s.depicted on Exhibit.". (the right-of-way) in King County, Washington: LEGAL DESCRIPTION - EXHIBIT A MAP OF UTILITY EASEMENT - EXHIBIT B For the purpose of constructing, reconstructing, installing, repairing, replacing, enlarging, operating and maintaining said utilities and utility pipelines, including, but notlimited to, water, sewer and storm drainage lines and facilities, together with the right -of lingres5, and ......... . . Page 1 of 3 QgrOts thereto without prior institution of any suit or proceedings of law and without :Inciirrijig.-any legal obligation or liability therefor. Following the initial construction of its focilivis, GrAntee may from time to time construct such additional facilities as it may .*eqqir-* This easement is granted:Ubject'iO`t'J* following terms and conditions: "Gra.6tee:-'shall, upom'com 'pl6tion of., any 'Wo"rk'Within the property covered by the easement, resi6re-`the surface of the e.--asement, :-.. arid an 'pri . Vate improvements disturbed or destroyed Y during execution of,,ihe,�`worlk`that are---�..outi. idp--�'the limits of the facility, as nearly as practicable tdAhe.Cdncliti-bn thiey were in immieclikely before commencement of the work or entry by Grantee. Grantee acknowledges its'respq . risibility to meet all regulatory requirements associated with the proposed use by Grantee of a Oublidy oWnOd sanitary sewer Jift-itation. Grantee agrees to restore the easement area* to pre-acquisitibn condition at such time as the Grantee determines the use of said easement is no -longer need#d by Grante6. Grantor shall retain the right to use the surface OfIfie easernent6ai'WouAside th-e limits of the facility, as Ion$ as such use does not Interfere %41th.,,the.., easement rights: .i ranted to Grantee, Grantor shall not 'however, have the right to: a. Erec. t'oir ma.,intain any buildings or structures within the easement -or' Plant trdes_,shrubs..:6r vegetation having deep root patterns which may cause damage to or interfere with the utilities to be, placed within the easement by Grantee. c. Develop,:'landscape' or bea' ify, thO ease , ment area in any way which 'would unreasonably increase the: -cosis to.,Grantee of restoring the easement area and any. private improvements therein. d. Dig, tunnel or perform other forms of: construction activities on the property which would disturb the compaction or. unearth Grantee..% fa011ties on the right-of-way, or endanger the lateral support facilities. e. Blast within fifteen (15) feet of the right -of -.way. j Page 2 of 3 Y This: easement shall run with the land described herein, and shall be binding upon the .�parties-' their heirs, successors in interest and assigns. Grantor covenants that It is the lawful QWner'f: of the above property and that it has a good and lawful right to execute this .,agreement, subject to all recorded covenants, easements, reservations, restrictions, con'ditidhs and..ericurribrances. Caused this instrument to be executed this IN WITNESS WHEREOF; -id GrAntor...,lias jau rq, 0 n GRANTOR: MISTY COVE ASSOCIAT-iQN.DF APARTMENT OWNERS - By: Name: 1M Stf 01W Its: 90A ..*otary.$eal must be within box STATE OF QA& )SS COUNTY OF On this I t day of12SK 20 before me personally appeared =r, cft 'S to D me known to be the AAfAd of the n , o , n . profit corporation that executed the within instrument, and 0 -o :acknowledged the said instrument to be the free and voluntary act N and dd sald:non profit corporation, for the uses and purposes e�of therein m1qn*iioried,:6nd each on oath stated that he/she was �ZT-� �A -.0V, 1 IC authorized iopxe6tesa' instrument. <0 *-. v , ......... Cj 54SHING\ Not* Public io and.f th'e 56te cit... IoAsh, 4-t Notary (Print) M." My appointment -expires:: Dated: K.C. P TNA.portion ofihe following and the Scutt vuest::quarter C ..�..Kin4.-.Cc):u:qty;"We��;hbig'ton, Volume 47of CiphdoiWnitkrnii EXHIBIT "A" PARCEL 556155-0000 ANENT EASEMENT ,real property lying within the Southeast quarter 29, township 24 North, Range 5 East, W.M.. In dolent"No. 1 of Misty Cove, A Condominium. 'ano 10:, records of King County. Washington, described as jollowil. Beginning;at the South S )u� quarter coiner of Section 29, Township 24 North. � Range 5 Ebst W.M.j: in King County, Thence North 000912' West:.1,077.48'feet along, the N64vouth centerline of said Section 29, tp. a P61nt.7k, distant South V09'22! East 3,254.73 feet from an Iron pipe called i . he:'North quarter corner of said Sectioni 29: said point being Point W, also being NoA, 58!*k':Wesi 64.3f*6t.ftorn'the westerly margin of the Northern Pacific Raffroaa7jjght:of way..,.. F:F:Thence South 58020' East 64.31' feet''th sold westerly margin the Tru a ad rd Point of Beginning of a mutual boundary Ithe-'as record i in Rpoo ..Iihg Nurliber 6502051 and the True Point :61:9,96inriing of this :':`.-..Thence North 580 20'West along said boundry a .11ne:642.Z2joet to: h#.Ann0i Harbor Line of Lake Washington; Then6a South 440 20'West 1163.08 feet; :Thence South 67* 40' East 210 feet Thence South 58D20' East 480.60 feet to the westerly margin of said Northern Pedfla Railroad, right of way; Thence Northeasterly. along said right of way to the True Point of 6egiphlng; F90ther des.c::ribqd as.follows: ..06"mme"n6ing qt-the Northeast corner of said real property, said comer being,,, .. a.�polnt`on Said aid .'westerly margin of the Northern Pacific Railroad of way-, an&Ahe.JruO' Point of Beginning of this easement description;;; Thence. NorilhA46sterly ilon4�the Worth*. line, of said property 28.00 feet; Thence per , pendlcular to iiild!North line 28.00 feet Thence 6U theeke0y*, poiallel'with . *said NdWv line 30.86 feet, more or less, to sold westerly margin;::: Thence Northeasteit.y -of Beginning. along sald..Margin 0 the True.Pblnt (Containing Approx. 824 Equat e feet) F EXHIBIT "B" N.L. PROPERTY Z CORNER 28.00` o. ;-PERMANENT -p I EASEMENT 50' ;U RR TRACKS K.C.7AX PARCEL 556155-ODOO MISTY COVE CONDOMINIUM. YOL41 PG.34-39. VOL47 PG.10-19. 5021 RIPLEY LANE N ►(_C,TAK PARCEL 292405-9005 (FORMERLY 100' WDE O NORTHERN PACIFIC RAllR0A0 RIGHT OF WAY) 10 O i0 20 SCALE IN FEET z EASEMENT. , �1 MIST4 COVE CONDOWNIUM KC. TAX PARCEL 55605-0DDD ' t EASEMENTT VIC NRY (NOT TO SCALE) e;(�' NOTE: PROPEITITONE DIM EN51ON COMPILED FROM CALCULATED AND REMMAQUNU WFORMATION DOES EASEMENT NOT REPRESENT A BOUNDARY AREAR824t SQ.FT. MIMI `'-SW 1/47W0 SE 1 •... SECgo, T'(i 4N. RISE, W.M. CITY OF RENTON PEWANENT EASEMENT shodec MISTY COVE LIFT STATION ROT1JP'ULL s i �20 9/27/2013 nn.rl F:a000Dwossi.001 CITY GRAVITY SEWER Number swt swat, SWI NO&" SM Eseiq R.A. U410 lirlClnrd Diacllan Ll 0+00.00A 196765.78 13=7.62 100.00 NW a 47.14-E COA'DO GRAVITY SEWER Numbw S1rl Stadoe Strt Nor6wq SWlEatlYg R4d4r Lwg1, LirWChord Dmbx L2 0-00.ON 1MM-62 130WT92 177.36 SW W 13.%-E Cl 1+77.368 1968RA 13037%.61 200.00 183.38 S63' 19 33.35'E L3 3-W2,18 196782.37 1303=91 134.37 N70.1T33.00'E DECOMISSION EXISTING CONDO LIFT STATION AND CONVERT TO STANDARD MH, SEE NOTE APPROXIMATE DIRECTIONAL DRILL STAGING AREA 5029 RIF-t I SAE PROPOSED FORCEMAIN W-bw SWISMm SMNWft MMEmMp Radom LOO LY6001dDiac4m L4 0+00.000 198763.37 1303824.75 52.50 S24. 24' 55,921N L5 D+52_5W 196M.57 1303803.05 74.39 S6T 3S O4.08'E U5 1+26.NC 19VU-82 13CM70.78 35.00 NW2Y07SrE L7 1+61.89C 199717,14 1303903-54 29A0 N24' 27 075rE L8 1+90.69C 196743.56 13MO15.52 L41 N68' 5940S2'E L9 1-92.3W 198744.06 1303916.84 206 S86' 03' 19.18'E MISTY COVE CONDOMINIUMS CONNECT TO EXISTING i00 CO3 �Q2 0I p,oy L.kNi;5 _-L-J 1+008 L2 _ _10yw ro'w._. ro- w ,o• w ` : i w ,o.. w ,o.. w CAR PORT � K Y CAR PORT ° APPROXIMATELY 52 FT OF 6' HOPE WASTE PIPE, GROUT PLUG BOTH ENDS AND ABANDON IN PLACE PROPOSED LIFT STATION SITE CONTRACTOR SHALL PROVIDE A APPROX. 313 LF OF 6' HOPE, MINIMUM OF 9CLEARANCE FOR VEHICLE ACCESS AT ALL TIMES SEE NOTEM EXISTING DUMPSTER TO BE MOVED. EXISTING FENCING TO BE R H- AND RECONSTF 60245 WPLeY L.AwvC Sn31 9�_X Po wea fro L DECOMMISSION EXISTING CITY -OWNED LIFT STATION AND CONVERT TO MANHOLE, SEE NOTE GTY SIDE SEWER DISCHARGES INTO a ° CITY -OWNED LIFT STATION, SEE NOTE APPROXIMATELY 35 LF OF 8' GRAVITY - SEWER MAIN WITH 15• STEEL CASING, TRENCHLESS CONSTRUCTION REQUIRED PROPOSED WETWELL I -- 2- w 2" w -- 2- ZL PROPOSED ELECTRICAL w BUILDING I PROPOSED FLOW METER - AND MANHOLE ; - n - v L APPROX 35 LF OF 4' DI SS FM TEMPORARY GARBAGE RELOCATION AREA VU" w ,0" w 40-' • 10- w 10" w TEMPORARY FORCEMAIN l� CONNECTION TO EXISTING �p GRAVITY MAIN. SEE NOTE 1 r r PROPOSED SEWER PLAN 1 220' CITY -OWNED LIFT STATION PRIVATE DRIVEWAY E� • Pov�+� oul lI PR BENDB'%lpE (2) - 4' DI 45' WITHRUST BLOCK I ORP I I fi I g .0 APPROXIMATE DAYLIGHT LOCATION APPROXIMATELY 130 FT OF 6' PI WASTE PIPE, GROUT PLUG BO ENDS AND ABANDON IN PLACE EXISTING WATER PROVIDE (2) - 4' DI 45' - SERVICE DO NOT BENDS W/ THRUST BLOCK DISTURB 144C PROPOSED VALVE VAULT CONNECT TO EXISTING TONG COUNTY SEWER MANHOLE SG� APPROX 29 LF OF 4' DI SS FM rz"O L'e PROVIDE (1) - 4' DI 45' BENDS WlTHRUST BLOCK APPROX 35 LF OF 4' DI SS FM PROVIDE (1) -4' DI 45' BENDS WlTHRUST BLOCK USE EXISTING 8' SLEEVE Z UNDER RR. CONTRACTOR 207 L11 TO VERIFY LOCATION PRIOR z TO FM CONSTRUCTION APPROX 75 LF OF 4' DI SS FM 11J a PROPOSED LEGEND SANITARY SEWER WATER BY OTHERS WATER TO BE ABANDONED BY OTHERS o WOOD FENCE - CHAINLINK FENCE CONSTRUCTION FENCE CONSTRUCTION UMRS COIR LOGS OR NAY BALES ASPHALT (�- CONCRETE KEY CONSTRUCTION NOTES CI THE PRIVATE CONDO LIFT STATION SHALL REMAIN IN SERVICE UNTIL THE PROPOSED LIFT STATION IS OPERATIONAL. THE EXISTING FORCEMAIN SHALL BE TEMPORARILY CONNECTED INTO THE EXISTING 17 CONCRETE GRAVITY SEWER USING A SADDLE TAP TO ALLOW CONSTRUCTION OF THE PROPOSED FORCEMAIN. AFTER THE PROPOSED LIFT STATION IS OPERATIONAL, THE CONTRACTOR SHALL CONVERT THE PRIVATE CONDO LIFT STATION TO A STANDARD MANHOLE PER CITY STANDARD DETAIL AND ABANDON THE EXISTING CONDO FORCEMAIN. 4 4 I PROPOSED 6' HOPE GRAVITY SEWER LINE FROM EXISTING BUILDING DISCHARGE TO PROPOSED CITY -OWNED LIFT STATION. TRENCHLESS CONSTRUCTION REQUIRED THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE SEAHAWKS TRAINING FACILITY TO THE SOUTH AND PRIVATE DRIVEWAYS TO THE NORTH OF THE PROJECT SITE AT ALL TIMES. ENTRANCE TO THE CONDO FACILITY SHALL REMAIN OPEN AT ALL TIMES UNLESS APPROVED TWO CALENDAR WEEKS IN ADVANCE. THE CONTRACTOR SHALL CONVERT THE EXISTING CITY -OWNED LIFT STATION INTO A MANHOLE AND IS RESPONSIBLE FOR TEMPORARY BYPASS PUMPING DURING CONSTRUCTION. TEMPORARY PUMP SHALL BE CAPABLE OF 15 GPM AT 18' OF HEAD. CORE DRILL EXISTING LIFT STATION MANHOLE, BASE GROUT FILL AS REQUIRED, CHANNEL, INSTALL ISOLATION VALVE, AND USE KOR-NSEAL BOOT FOR CONNECTION. 1 WASTE PIPE MAY BE LEFT IN PLACE UNDER RAIL ROAD TRACKS. ALL WASTE PIPE SHALL BE GROUT PLUGGED 1 FT THICK AT BOTH ENDS AND ABANDONED IN PLACE. IT IS ANTICIPATED THAT THE HOPE PIPE LAYDOWN WILL BE ALONG RIPLEY LN, IN WHICH CASE THE CONTRACTOR MUST SUBMIT AND IMPLEMENT A TRAFFIC CONTROL PLAN. ONE LANE WILL REMAIN OPEN AT ALL TIMES b7 COORDINATE WITH PROPERTY OWNER FOR SERVICE OUTAGE DURING WORK INSIDE THE EXISTING WET WELL. CONTRACTOR SHALL REDIRECT SIDE SEWER IF NECESSARY TO COMPLETE WORK IN THE EXISTING WET WELL. 0 (� CC Lu Q ( J W cc O C3 W Lu CC V V C/) 0 (� O LL O cc a Z O N w � R R L a a a 4 SCALE: SHOWN PROPOSED LIFT STATION SITE 6 EXISTING CITY LIFT STATION WYO G 5 RU SLkE NOV w YEARAES 7 go if Qom LIZ- �fl r pzoPosE� 1�0 � b KL-SE CH4 i4,ES Weizim Rioy-�' &�y I rt g-- C-C1N . 04LTVrL. SOUND SOUND ENERGY pOTELCOINC A Quanta Services Company February 04, 2014 Dear Customer. In an effort to design your project in a timely manner, enclosed are forms that need to be executed by you. With these forms in place (returned to me) it will help rush your job through engineering, and are required by Puget Sound Energy (PSE) / Potelco Inc. prior to releasing and scheduling your job to construction. i PSE Cost letter ❑❑Utility Permit for City of Renton COPSE /POTELCO Work sketch Please return forms to: Potelco, c/o David Honeysett, 8001 S. 212`h Street, Kent, WA 98032-2453 If you have any questions, please contact me at (253) 677-7726 Sincerely, David Honeysett Project Manager Quanta/Potelco, Inc. Service Provider for Puget Sound Energy PUGET SOUND ENERGY February 4, 2014 City of Renton (Attn: Clayton Anderson) 3555 NE 2"d St, Renton, WA 98056 Re: Customer Agreement for Commercial Line Extensions PSE. order No. 185010949 (Temporary Pole Relocation) To Whom It May Concern: POTELCO INC A Quanta Services Company In accordance with Puget Sound Energy's (PSE) Tariff G, Rate Schedule 85 "Line Extensions", on file with the Washington Utilities & Transportation Commission, this agreement confirms our intention to provide electrical service to your project at 5025 Ripley Lane N. Renton, WA 98056 per the attached PSE design drawing. This cost information is valid for 90 days from the date of this letter, and is subject to being updated after that time. The payment of the total amount due and the return of signed documents as noted elsewhere in this letter is required prior to commencing our work. Please make checks payable to Puget Sound Energy and return to address listed below: Potelco: Attn, Dave Honeysett 8001 S 212' St Kent WA 98032 The cost for this work is determined as follows: Estimated Normal Construction Cost including transformation $ 28, 999.02 Less: Applicable Margin Allowance - $ 0.00 Total line extension charge = $ 28, 999.02 (1) Other charges- Redesign & Temp Job close out. $ 0.00 Flagging Costs + $ 0.00 Total Other charges = $ 0.00 (2) Total amount due under this letter $ 28,999.02 (1 + 2) Charges for temporary and permanent electric service lines for your project are not included in the -above charges. To order these services and obtain costs, please contact PSE at 888-321-7779 after electrical inspections have been approved. These additional charges will be billed after installation in accordance with Rate Schedule 85. These charges also do not include permitting fees or trenching and other excavation related work that is your responsibility. 3538 9/06 Charges relating to your PSE-provided street lighting system in this project are not included in the above prices, and will come to you from PSE's IntoLight department under separate letter. Charges relating to Rate Schedule .73 Conversion to.. Undergrodnd Service for Customers other than Government Entities" will be addressed under separate'letter This cost information reflects the work being performed during normal working hours. These charges do not include permitting fees or trenching and other excavation -related work that is your responsibility to provide. Please review the attachments provided. The Excavation Requirements & Final Grade Certification must be signed by the project owner or designee, and returned to me along with a signed copy of this letter prior to the start of construction. The. work sketch document shows the proposed design, including the location of permanent, aboveground electrical facilities required to provide electrical service to your project. Fault current information for transformers associated with your project are noted on the work sketch drawing. Please notify me immediately if you believe there are conflicts between PSE's design and your project. Additional construction -related information and information on metering and service entrance requirements is provided in PSE's Electric Service Handbook for commercial projects. If you do not have one of these handbooks, and would like one, please contact me. It is your responsibility to provide your project manager, site superintendent, and subcontractors with any relevant information from this correspondence, it's attachments, and PSE's Handbook that applies to their work. Refunds associated with the line extension charge may be available for additional permanent service hook-ups not initially considered that are made within five (5) years of the date on which the electric distribution facilities installed for this project are initially energized. If no Margin Allowance has initially been provided, or if your Margin Allowance exceeds $75, 000, PSE agrees to calculate and refund the Margin Allowance, subject to Schedule 85, two (2) years after the line extension is energized. Customers are responsible for making all refund requests. A refund may be requested one (1) time within six (6) years of the date on which the distribution facilities are initially energized. Your refund request should be directed to PSE's Customer Accounting Coordinators at 253-476-6335 or 253-476-6440. You will find it useful to retain this. letter to use as a reference when making your refund request. All costs and refunds are in accordance with PSE's Rate Schedule 85, and any discrepancies between this letter and the Rate Schedule will be resolved in favor of the Rate Schedule. Rate Schedule 85 contains more detailed information covering costs, refunds, rights, and obligations than is reflected in this letter. The entirety of Rate Schedule 85 may be viewed at PSE's website www. pse. com under the "Inside PSE" heading. Projects developed by Limited -Liability Companies (LLC's) are required to provide contact information for all managing members in addition to a copy of your Master Business Application. This information too, must be provided prior to :.commencing construction on your project. Thank you for the opportunity to provide electrical service to your project. PSE will use reasonable diligence in commencing this work, but we will not be liable for any delays resulting from circumstances beyond our control, including bufnot'limtted to failure to receive necessary Operating Rights. If you have any questions, please call'me at: IJ53=677-7726. Sincerely, Dave Honeysett Project .Manager :. =Potelco; Inc. Utility Permit Letter Date: 02/04/2014 To: City of Renton (Attn: Clayton Anderson) From: Potelco, Inc. 8001 S. 212t' Street 3655 NE 2"d St, Kent, WA 98032 Renton, WA. 98056 Subject: Obtain necessary permits and/or operating rights for your project located at 5025 Ripley Lane N. Renton, WA 98056. (Job# 185010949) According to Puget Sound Energy's filed Tariff, Schedule 85, customers requesting new electric service are required to obtain "all legal rights necessary" for the construction of new electric facilities to serve their project. Operating rights need to be obtained by the Company (Puget Sound Energy) prior to the commencement of construction of such facilities. Most municipalities/counties will not issue a utility permit to someone who is not an agent of the utility company. Therefore, Potelco, Inc., as Puget Sound Energy's agent, will obtain necessary municipality/county permits at the request of the customer. The *estimated cost for obtaining the required municipality/county permits for your project at the above address is 595.23. If you wish for Potelco to obtain the necessary permit(s) please sign below as acceptance of these conditions and submit a check in this amount to Potelco, Inc. at the above address. Most permits are valid for 6 (six) months. Funding is required again, if permit expires. * This is an estimated cost, customer is responsible for actual cost on closure of permit. Respectfully, David Honeysett Project Manager Potelco, Inc 1-253-677-7726 Accepted Print Name Date Ccomicast Attn: Bill Walker 410 Valley Ave NW, Suite 12 - Bld C Puyallup, WA 98371 Invoice Invoice #: Job# 106052 Date: January 28, 2014 RE: Misty Cove Lift Station temp relo invoice Phone: 253-288-7538 Fax: (253)864-4389 E-mail: Bill Walker@cable.comcast.com Bill To: City of Renton Attn. John Hobson 1055 S Grady Way Renton, WA 98057 Date Type Claim # Description Amount Payment Balance 01/28/2014 W779BT14 Labor to build aerial system on temp power poles and then re -build aerial system when cities contractor is complete $ 2,072.07 $ 2,072.07 Materials 438.20 438.20 Reminder: Please include the invoice number on your check. , Tax I $ . .TOTAL ( $ 2,510.27 Terms: tsaiance aue upon receipt. . REMITTANCE, RE: Misty Cove Lift Station temp relo invoice Invoice #: Job# 106052 Date: January28, 2014 Amount Due: $ 2,510.27 _ Amount Enclosed: � j � ��. �� '� �-L�� David Christensen To: Lopes, Lance Cc: Cramer, Dale; Ninomiya, Rick; Kelley, Cindy Subject: RE: Temporary Use of Gravel Storage Area Lance, Thank you for the quick replay. The use for the two weeks is greatly appreciated and we will be sure to let you know a couple of weeks in advance of the need. Dave Christensen From: Lopes, Lance [ma iIto: Lancet@ Sea hawksSoundersFC.com] Sent: Monday, June 10, 2013 9:52 AM To: David Christensen Cc: Cramer, Dale; Ninomiya, Rick; Kelley, Cindy Subject: RE: Temporary Use of Gravel Storage Area Dave, Thanks for the note. We use this space almost daily so we cannot accommodate your needs for the period you have requested. However, we can do so for the 2 weeks you are doing your drilling this fall. When the date approaches let me know so we can make proper plans for the parking. Thanks, Lance From: David Christensen[mailto:Dchristen(�)Rentonwa.gov] Sent: Monday, June 10, 2013 9:35 AM To: Lopes, Lance Subject: Temporary Use of Gravel Storage Area Lance, was given your contact by Mike Flood. The City is looking to replace its existing sewage lift station, just north of the VMAC, within the Misty Cove Condo site. While we are constructing the new lift station we will displace a number of parking stalls for the residents. As part of the overall work, we will displace about 8 to 10 spots for about a 6-month period to accommodate the staging and construction area from October of this year into about April of next year. For a shorter period, approximately 2-weeks in Oct/Nov of this year, we will be boring a new sewer line through their parking lot and will disturb about 20 to 25-spots during our working day as we perform the drill work. To help accommodate their loss of parking we are looking at possible temporary parking areas. The one area that we are hopeful you can assist us with would be the Gravel area adjacent to the North driveway to the facility that utilizes concrete blocks to cover its entrance that is located in the old BNSF ROW. In my perfect world I would like to utilize this area for their parking for the full 6-months, however, at a minimum, we would like to utilize this area at least for the 2- week period in Oct/Nov. I would like to discuss this with you further when you have a chance. Thanks, Dave Christensen Wastewater Utility Supervisor 425.430.7212 City of Renton Print map Template Information Technology - GIS This map is a user generated static output from an Internet mapping site and 84 0 42 84 Feet is for reference only Data layers that appear on this map may or may not be RentonMapSupport@Rentonwa.gov accurate, current, or otherwise reliable. WGS_ 1984_Web_Mercator_Auxiliary_Sphere 02/03/2014 THIS MAP IS NOT TO BE USED FOR NAVIGATION Legend City and County Labels City and County Boundary Other l.. City of Renton Addresses Parcels Notes None EA �;, ofRe-f on6,- Finance & IT Division ................... ................... .................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... ... ... ................... ................... .......... 50 ................... ........................ ........... .................. .. ....... ....... . ...... ....................................... ....................................... ................................................. .............. ................... ................... ............ .............. . . . . . . . . . . ................... ................... ....................................... .... . . . . . . . . . . ................... ................... ................... ................... .............. ....................................... ....................................... ....................................... ....................................... ............................. ......... .............. ................... ................... ........................ ................... .............. ................... ................... ........................ .............. ................... ................... ................... ................... .............. ........................................ ....................................... ................... ................... ....................................... ............................. ................... ................... ................... ................... .................. .............. ................... ................... ................... ................... ................... .............. ................. ................... ................... ................... ................... ................. ....................................... ................................ ....................................... .............. ....................... .................................... ................... ................... ................... ................... ................... ............ ................... ................... ................... ....................... ................... ................... ................... ................... ................... ....................................... ........................... . .......... ................................................................................ ........ ......... ...................................... (o (� omens 4- t o/ ►3 - y /r H W City of Renton Print map Template a� r ,big a.. r �#it • 1 Information Technology - GIS 51 0 26 51 Feet RentonMapSupporl@Rentonwa.gov NAD_1983_HARN_SlatePlane_Washington_North_FIPS_4601 04/05/201 3 Legend Renton Wastewater Structures .y CM T.. cM unman • CM cw—w ■ CM LA-1— Renton Wastewater Mains + cM Div + CM .""v r CM. P...w�. PrrvM. cuvM -- Side Sewer Connections e KC Metro Structures KC Melro Mains -- RC M.Fo rorr. Rc M.Fo. cr.v Bryn Mawr Sewer Structures ss{ocaeMLwsvM ssLrw.eMLF-svM SS-MHC—LRSYM Bryr Mawr Sewer Mains Cedar Rover Sewer Structures SS{OCPCE DR-SYM sS#1HCD EDRSYM ssMHTR-CEDR-SYM — Cedar River Sewer Mans Coal Creek Sewer Structures ss<oco-cocR sYM SSLFPJ{OCR svM — Coal Creek Sewer Mains Soos Creek Sewer Structures ss-LFPV-SOOSSYM SS-MHTR.—SYM Soos Creek Sewer Mains 0 1: 307 This map is a user generated static output from an Internet mapping site and T1 _ is for reference only. Data layers that appear on this map may or may not be City Of �(d•T'��01'1 accurate. current, or otherwise relish le R i 1 n THIS MAP IS NOT TO BE USED FOR NAVIGATION 1-ulance & I i I )wision t1�s zap -¢moo tF-:47 David Christensen From: Linda R. Knight Sent: Tuesday, April 02, 2013 2:58 PM To: David Christensen Subject: Brian Lloyd Contact Brian Lloyd coordinates all commercial services. You should have his email from the earlier email I included you on. Here is his phone contact 206- 786-4534 Sincerely, Linda Knight Solid Waste Coordinator City of Renton 1055 S Grady Way Renton, WA 98057 P: 425-430-7397 F: 425-430-7241 �V� David Christensen From: Linda R. Knight Sent: Tuesday, April 02, 2013 2:56 PM To: Lloyd, Brian Cc: David Christensen; Castellanos, Candy (cvc@wm.com) Subject: Collection Service at Misty Cove Condominiums Hi Brian, The City of Renton's Wastewater Utility is planning work outside of the Misty Cove Condominiums on Lake Washington (near the Seahawks Training Facility). The project entails moving the location of the garbage and recycling collection containers. I think it is important for you to have involvement with the decisions made regarding solid waste collection and access. In addition, Misty Cove may be interested in switching the recycle service from cart -based, to container -based — collection. This should work well for the City, Misty Cove and WM. Dave Christensen is the Project Manager that will be coordinating with you. I'm cc'ing Dave with this email as well as Candy Castellanos (Candy for coordination of the Recycling service). Dave's phone number is 425-430-7212 Sincerely, Linda Knight Solid Waste Coordinator City of Renton 1055 S Grady Way Renton, WA 98057 P: 425-430-7397 F: 425-430-7241 PROPOSED 6" PVC SEWER. GRAVITY FROM BUILDING SIDE SEWER TO PROPOSED LIFT STATION DECOMMISSION EXISTING LIFT STATION low 11 �eeere e CAR -PORT PROPOSED PACKAGE DUPLEX LIFT STATION (PRIVATELY OWNED) PROPOSED ELECTRICAL PANELS CONDO BUILDING PROPOSED 6' FORCEMAIN. CONNECT TO EXISTING FORCEMAIN WITH WYE FITTING. EXISTING CITY -OWNED LIFT STATION. CITY WOULD REPLACE LIFT STATION AT THIS LOCATION UNDER THIS OPTION. FENCED TRASH BIN AREA i Y 1 ' r 1 ; I ) 1 art REUSE EXISTING a 1 SEWER FORCEMAIN a I - tL4 Ss ..9 4 S I - ss ss nl ss .9 I i IFI t: 6 w w --w w w w 11 � 0 OPTION 1 - PRIVATELY -OWNED PACKAGE DUPLEX LIFT STATION 1" = 20' PRELIMINARY COST ESTIMATES FOR CONSTRUCTION 1. DUPLEX SUBMERSIBLE SYSTEM WITH ABOVE GRADE ELECTRICAL -$ 2. SMITH AND LOVELESS PACKAGE SYSTEM - S —PRICES INCLUDE WASHINGTON STATE SALES TAX LEGEND PROPOSED EXISTING � � SE wLR w WA"ER - ELECTRCA_ STORM - - ss ---- SEWER -- 0w1 OVERHEAD POWER P BUR'ED POWER — r TELEPHONE - - -- FENCE WE 0. WINEERNNER N .. S T RH2 ENGIINEERING, R 'tb L'•.. n2 can 'A> 1F2:., '?9072i 9ELUNGi1AM BOTFELL wale EAST wENATCF E fnr RICHLAND er n •.:d—t;, '". c""' i IILVEwALE — 'f" Aw vli is dui • 1 TACOMA m„ ;7 i,e 0 1" - 1 #### # Jan 10, 2013 #### ITI DECOMMISSION EXISTING CONDO LIFT STATION wool. It waftPI w w w w CAR -PORT JL x P CONDO BUILDING DECOMMISSION EXISTING CITY -OWNED LIFT STATION EXTEND GRAVITY SEWER TO PROPOSED LIFT STATION PROPOSED ABOVE GRADE ELECTRICAL PANELS WITH SHELTER RELOCATEFE4CED TRASH BIN AREA MAINTENANCE ACCESS TO LIFT STATION RELOCATE CAR WASH �r STATION TO OWNER'S PREFERENCE i _J• t to I ] c vU � r O PROPOSED CHAINLINK FENCE _ WITH VINYL PRIVACY SLATS PROPOSED BELOW GRADE WETWELL ABANDON EXISTING SEWER a FORCEMAIN AFTER PROPOSED PROPOSED BELOW GRADE LIFT STATION IS COMMISSIONED CHECK VALVE VAULT ` a I� i i a v 5 .d 3 CONNECT TO EXISTING b a s SEWER FORCEMAIN ss,.9sssss,.9 b —w w w w w w 1 r-- T PROPOSED 6' HDPE GRAVITY SEWER LINE FROM BUILDING. DIRECTIONAL DRILLED TO PROPOSED CITY -OWNED LIFT STATION. OPTION 2 - PROPOSED BELOW GRADE CITY -OWNED LIFT STATION 1" = 20' NOTES 1. ELECTRICAL EQUIPMENT WILL BE LOCATED ABOVE GRADE. LEGEND___ PROPOSED a SEWER ELECTRICAL PROPOSED FENCE EXISTING — — WATER STORM SEWER ---- D^F --- -- OVERHEAD POWER — P -- BURIED POWER - T TELEPHONE --- + FENCE VA I ABOVE GRADE ELECTRICAL PANELS WITH SHELTER BELOW GRADE 60' WETWELL WITH DUPLEX SUBMERSIBLE PUMPS BELOW GRADE CHECK VALVE VAULT L G"� NT cn U Z O co) a L Z G N kU Z O� o Z CL Ow U cc > Z O- �a C �~ �N _F_ �LL WEI ENGINEER IL A N N E R SCIENTIST R142 ENGNEEW NG.1 ir�p r •+.Ai [a� BELUNG► AM wan `a *• F.r� BOTIELL �w .. c, :irf• Y.� iE u EAST WENATCHEE wsw k) x nIe s NCF L or WLVWWALE wnn rr nw idle a� sir• I TACOMA ess:• 0 1" TYPICAL LIFT STATION LAYOUT NOT TO SCALE 4 i EXISTING PRWATELY-OWNED LIFT STATION CONDO BUILDING 1 9"m W M -w- PROPOSED 48" BYPASS MANHOLE PROPOSED 60'WETWELL IN PLACE OF EXISTING WETWELL PROPOSED ELECTRICAL PANELS REMOVE EXISTING LIFT STATION WILL REPLACE EXISTING PANELS PROPOSED BELOW GRADE CHECK VALVE VAULT FENCED TRASH BIN AREA X 7-7 "Oslo Wf Ss fuss ..9 EXISTING PRIVATELY -OWNED SEWER FORCEMAIN W w W W — �L 441"A =T 7— T T 3: . . . . . . . . . . . . . . . . . . OPTION 3 - REPLACE EXISTING CITY -OWNED LIFT STATION I" = 20' I LEGEND all PROPOSED SEWER FORCEMAIN IN CASING PIPE UNDER RAILROAD TRACKS CONNECTION TO KING COUNTY METRO PROPOSED EXISTING SEWER WATER ELECTRiCA, STORM SEWER OVERHEAD POWER P BLRIEO POWER T TELEPHONE FENCE cl) z L Ad &N Q- Il.Lj.E E: --' I .%Nr &EE - I. .T ItK2 EINGINIum . I ",p I'— I;,- -1—� BE UMGIHAM WTHELL, WATC.EE 30) s— st", „A� t MCPLAND ULVMWALE ,T7 Ko vlv. i, im TACOMA air i- 0 T I A City of Renton Misty Cove Lift Station - Engineer's Estimate Alternative 2 - Proposed Shared Lift Station on Condo Property Cost Estimate 1/10/2013 Manpower cost per day 5400 Units Material of Installed Unit Price COST Quantity Cost Crew Labor Days Cost Subtotal Cost Percent OH&P OH&P Item 'total Total Cost Description 1 Mobilization, Ded o1 C4rs#ucbon Cas $23,000 Mobilization, Demo, Site Prop, and Cleanup 2 T Of Gravity $23 48" Upstream Manhole (20 feet deep) EA S3.500 1 $3,500 2 1.0 $800 S4,300 15% $645 $4,945 Bypass pumping system EA S2.000 1 $2,000 1 1.0 $400 $2,400 15% $360 $2,760 8" PVC Gravity Sewer Connection to Existing LF $150 50 $7,500 0 1.0 $0 $7,500 15% $1,125 $8,625 Tempoary Side Sewer LF $20 100 $2,000 0 1.0 $0 $2,000 15% $300 $2,300 SS Slide Gate in upstream manhole EA $2.500 1 $2.500 2 1.0 $800 $3,300 15% $495 $3.795 3 Temporality Erosion and Sedimentation Control $13,000 Silt Fence LF $7 50 $350 1 0.5 $200 $550 15% $83 $633 Straw Mulch ACRE $3.000 0.25 $750 1 0.5 $200 $950 15% $143 $1,093 Daily clean up of site 1 hr per day for 120 days LS $500 1 $500 1 15.0 $6,000 $6,500 15% $975 $7,475 Temporary Fence LF $10 200 $2,000 1 1.0 $400 $2,400 15% $360 $2.760 Miscellaneous TESC LS $500 1 $500 0 0.5 $0 $500 15% $75 $575 4 Site Excavation CY $25 150 $3,750 3 1.0 $1,200 $4,950 15% $743 $5,693 Final Site Grading LS $5,000 1 $5,000 0 1.0 $0 $5,000 15% $750 $5.750 8" PVC Gravity Sewer from North to Proposed Lin Station LF $150 50 $7,500 0 1.0 $0 $7,500 15% $1,125 $8,625 4" HDPE Forcemain LF $100 50 $5,000 0 1.0 $0 $5,000 15% $750 $5,750 4" Isolation valve and valve box EA $1,500 1 $1,500 1 1.0 $400 $1,900 15% $285 $2,185 8" Casing Pipe under railroad LF $400 30 $12.000 0 1.0 $0 $12,000 15% $1,800 $13,800 ParkingCSTC TON $30 50 $1,500 0 0.0 $0 $1,500 15% $225 $1,725 Parking Lot HMA TON $1D0 80 $8.000 0 0.0 $0 $8,000 15% $1,200 $9,200 Hydroseeding ACRE $3,000 0.10 $300 1 0.5 $200 $500 15% $75 $575 Misc. Site Work LS $2,000 1 $2.000 0 0.0 $0 $2,000 15% $300 $2.300 Imported Select Backfill TONS $20 100 $2,000 0 0.0 $0 $2,000 15% $300 $2,300 Relocate Car Wash Station LS $300 1 $300 1 1.0 $400 $700 15% $105 S805 Repair wood fence LF $20 40 $800 0 0.0 $0 $800 15% $120 $920 Chainlink Fence LF $60 50 $3.000 0 0.0 $0 $3,000 15% $450 $3,450 Manual Gate EA $1,500 3 $4,500 0 0.0 $0 $4,500 15% $675 $5.175 5 Trench Safety and Shoring $23,000 Trench Safety and Shonn LS $20,000 1 $20,000 0 0.0 $0 $20.000 151/6 $3.000 $23.000 6 Dewatering $12,000 Dewatering LS $10,000 1 $10,000 1 1.0 $400 $10.400 159i $1.560 $11.960 7 Demolition of existing lift station $8.000 labor to remove and dispose of existing equipment LS $500 1 $500 3 2.0 $2.400 $2.900 15-o $435 $3.335 labor to remove structure out of the ground LS $1.500 1 $1,500 3 1.0 $1.200 $2.700 151. $405 $3.105 disposal fees LS $1,000 1 $1.000 0 2.0 $0 $1.000 15% $150 $1,150 8 Struchlilllkwu, $82,000 Valve Vault in place LS $12,000 1 $12.000 0 1.0 $0 $12,000 15% $1,800 $13,800 Wetwell (S ID Concrete MH) in place LS $35,000 1 $35,000 0 0.5 $0 $35,000 15% $5,250 $40,250 Valve Vault - hatch LS $2.800 1 $2,800 0 1.0 $0 $2,800 15% $420 $3,220 Wetwell - hatch LS $6,000 1 $6,000 0 0.5 $0 $6,000 15% $900 $6,900 Canapy shelter for electrical LS $8,000 1 $8,000 0 0.5 $0 $8,000 15% $1,200 $9,200 Wetwell Coating SF $15 500 $7,500 0 1.0 $0 $7,500 15% $1,125 $8,625 9 M 4" DI Check Valve EA $1,200 2 $2,400 0 0.0 $0 $2,400 15% $360 $2,760 4" DI Isolation Valve EA $2,000 2 $4,000 0 0.0 $0 $4,000 15% $600 $4,600 2" Air Release Assembly EA $1,000 0 $0 0 0.0 $0 $0 15% $0 $0 3" SS Passive Vent LF $75 30 $2,250 0 0.0 $0 $2,250 15% $338 $2,588 4" DI pipe LF $30 60 $1,800 0 0.0 $0 $1,800 15% $270 $2,070 Misc mechanical labor LS $0 1 $0 2 10.0 $8,000 $8,000 15% $1,200 $9,200 Pressure gauge system LS $1,000 1 $1,000 2 1.0 $800 $1,800 15% $270 $2.070 Misc. Piping and Fittin s LS $3,000 1 $3,000 2 3.0 $2,400 $5,400 15% $810 $6.210 10 un base elbows in place LS $3,0D0 1 $3,000 0 2.0 $0 S3,000 101/6 $300 $3,300 pumps in place LS $15,000 1 $15,000 0 2.0 $0 $15,000 10% $1,500 $16,500 fiberglass basin (Top 100) LS $2,500 1 $2,500 0 2.0 $0 $2,500 10% $250 $2,750 Startup report LS $1,000 1 $1,000 0 2.0 $0 $1,D00 10% $100 $1,100 11 EI Electrical Permit EA $1,251 1 $1,251 0 0.0 $0 $1,251 15% $188 $1,439 Submiltals/Engineering EA $500 1 $500 0 0.0 $0 $500 15% $75 $575 Pump Control Panel Inside NEMA 3R deep enclosure EA $30,000 1 $30,000 2 3.0 $2,400 $32,400 15% $4,860 $37,260 Underground LS $2,500 1 $2,500 2 2.0 $1,600 $4,100 15% $615 $4,715 Wire and Cable LS $1,000 1 $1,000 2 3.0 $2,400 $3,400 159/6 $510 $3,910 Power Distribution Equipment EA $6,675 1 $6,675 2 2.0 $1,600 $8,275 15% $1,241 $9,516 Vaults and handholes LS $3,000 1 $3,000 2 1.0 $800 $3,800 15% $570 $4,370 light pole LS $2,000 1 $2,000 1 1.0 $400 $2,400 15% $360 $2.760 Canapy light EA $300 1 $300 1 0.5 $200 $500 15% $75 $575 grounding LS $300 1 $300 1 0.5 $200 $500 15% $75 $575 12 Aut Instrumentation EA $5,000 1 $5,000 1 5.0 $2,000 $7,000 15% $1,050 $8,050 Teslin and Startu HRS $0 1 5.0 $2,000 $2,000 15% $300 $2,300 6" HDPE pipe direct cn or method LF $350 280 $98,000 0 5.0 $0 $98.000 15% $14.700 $112 700 Final connection to L=.sun ravit7RiW hom Buildin LS $1,000 1 $1,000 2 1.0 $800 $1,800 15% $270 $2,070 14 O&M Manuals and ConstructiGon:. _ O&M Manuals and Construction Records LS $2,500 1 $2,500 1 0.0 $0 $2,500 0 % $0 $2,500 Materials Total $355.526 Labor Total $38,600 OH&P Total $60.594 Subtotal Construction Costs S502,000 Washington State Sales Tax 9.5 % 9.5 % S47,690 Contingency 15% $82,454 Total Construction Costs $633,000 Cost Estimate Notes A Standby Engine generator is not included in this estimate. Lift Station will have a maintenance access from outside the dodo parking lot Wet well needs to be approximately 30 feet deep. Wet well will be 5' ID. No space for access platforms. No flow meter Price of directional drill may be reduced with additional information. Estimate includes a 15% contingency I/I U/2013. 2.48 PM J:\data\REN\l 12497\1reliminary Engineering\Preliminary Engineer Cost Estimate - Misty Cove LS.xlsx City of Renton Misty Cove Lift Station - Engineer's Estimate Alternative 3 - Replace Existing Lift Station at Same Location Cost Estimate 1/10/2013 Manpower cost per day $400 Units Material or Installed Unit Price Cost Quantity Cost Crew Labor Days Cost Subtotal Cost Percent OH&P 01-18&13 Item Total Total Cost Description 1 Mobilization, Demo. Site Prep. and Cleanup 5 % of Construction Cost) $16,000 Mobilization. Demo, Site Prep. and Cleanup 2 Temporary Bypass Pumping System $23,000 48" Upstream Manhole (20 feet deep) EA $3.500 1 $3.500 2 0 $800 $4,300 15'_ $645 $4,945 Bypass pumping system EA $5.000 1 $5,000 1 12.0 $4,800 $9,800 15°0 $1.470 $11,270 Tempoary Side Sewer LF $20 100 $2.000 0 1.0 $0 $2.000 15% $300 $2,300 SS Slide Gate in upstream manhole EA $2,500 1 $2.500 2 1.0 $800 $3,300 15% $495 $3,795 3 Temporary Erosion and Sedimentation Control $620 Sift Fence LF $7 50 $350 1 0.5 $200 $550 15% $83 $633 Straw Mulch ACRE $3,000 0.25 $750 1 0.5 $200 $950 15% $143 $1,093 Temporary Fence LF $10 200 $2.000 / 1.0 $400 $2,400 15% $360 $2,760 Miscellaneous TESC LS $500 1 $500 0 0.5 $0 $500 15% $75 $575 4 Site Excavation CY $25 150 $3,750 3 1.0 $1.200 $4,950 15% $743 $5,693 Final Site Grading LS $5,000 1 $5,000 0 1.0 $0 $5,000 15% $750 $5,750 8" PVC Gravity Sewer Connection to Existing LF $150 50 $7,500 0 1.0 $0 $7,500 15% $1,125 $8,625 4" HDPE Forcemain LF $100 50 $5,000 0 1.0 $0 $5,000 15% $750 $5,750 4" Isolation valve and valve box EA $1,500 1 $1,500 1 1.0 $400 $1,900 15% $285 $2,185 8" Casing Pipe under railroad LF $400 30 $12,000 0 1.0 $0 $12,000 15% $1,800 $13,800 Parking CSTC TON $30 50 $1,500 0 0.0 $0 $1,500 15% $225 $1,725 Access Road HMA TON $100 40 $4,000 0 0.0 $0 $4,000 15% $600 $4,600 Hydroseeding ACRE $3,000 0.10 $300 1 0.5 $200 $500 15% $75 $575 Misc. Site Work LS $2,000 1 $2,000 0 0.0 $0 $2,000 15% $300 $2,300 Imported Select Backfill TONS $20 100 $2,000 0 0.0 $0 $2,000 15% $300 $2,300 Chainlink Fence LF $40 0 $0 0 0.0 $0 $0 15% $0 $0 Manual Gate LS $5.000 0 $0 0 0.0 $0 $0 15% $0 $o 5 TrenAlMalety and Shoring $23.000 Trench Safety and Shoring LS $20.000 1 $20.000 0 0 0 $0 $20.000 15% S3.000 $23,000 6 Dew $12,000 Dewatering LS $10,000 1 $10.000 1 1.0 $400 $10,400 15% $1,560 $11.960 7 De $8.600 labor to remove and dispose of existing equipment LS $500 1 $500 3 2.0 $2,400 $2.900 15% $435 $3,335 labor to remove structure out of the ground LS $1,500 1 $1.500 3 1_0 $1 200 $2,700 15% $405 $3,105 disposal fees LS $1.000 1 $1.000 0 2.0 $0 $1,000 15% $150 $1,150 8 Structural $75,000 Valve Vault in place LS $12,000 1 $12,000 0 1 0 $0 $12.000 151% $1.800 $13,800 Wetwell (5 ID Concrete MH) in place LS $35,000 1 $35,000 0 0.5 $0 $35,000 15% $5,250 $40,250 Valve Vault - hatch LS $2,800 1 $2,800 0 1.0 $0 $2,800 15% $420 $3,220 Wetwell - hatch LS $6,000 1 $6,000 0 0.5 $0 $6,000 15% $900 $6,900 Electrical Housekeeping Pads SF $15 100 $1,500 0 0.5 $0 $1.500 15% $225 $1.725 Wetwell Coating SF $15 500 $7.500 0 1.0 $0 $7.500 15% $1.125 $8.625 9 Mechardoat 4" DI Check Valve EA $1.200 2 $2,400 0 0.0 $0 $2.400 15% $360 $2,760 4" DI Isolation Valve EA $2.000 2 $4,000 0 0.0 $0 $4,000 15% $600 $4,600 2" Air Release Assembly EA $1.000 0 $0 0 0.0 $0 $0 15% $0 $0 3" SS Passive Vent LF $75 30 $2,250 0 0.0 $0 $2,250 15% $338 $2,588 4" DI pipe LF $30 60 $1,800 0 0.0 $0 $1,800 15% $270 $2,070 Misc mechanical labor LS $0 1 $0 2 10.0 $8.000 $8.000 15% $1,200 $9,200 Pressure gauge system LS $1,000 1 $1,000 2 1.0 $800 $1,800 15% $270 $2,070 Misc. PiDina and Fittings LS $3.000 1 $3.000 2 3.0 $2.400 $5,400 15% $810 $6,210 10 Lift Station Pumps and Motors W $24 base elbows in place LS $3,000 1 $3.000 0 2.0 $0 $3,000 10% $300 $3,300 pumps in place LS $15,000 1 $15,000 0 2 0 $0 $15.000 10% $1.500 $16,500 fiberglass basin (Top 100) LS $2.500 1 $2.500 0 2.0 $0 $2.500 101. $250 $2.750 Startup report LS $1.000 1 $1.000 0 2.0 $0 $1.000 10% $100 $1,100 11 Ele $66.000 Electrical Permit EA $1.245 1 $1.245 0 0.0 $0 $1,245 15% $187 $1,432 Submiltals/Engineering EA $500 1 $500 0 0.0 $0 $500 15% $75 $575 Pump Control Panel Inside NEMA 3R deep enclosure EA $30,000 1 $30,000 2 3.0 $2,400 $32,400 15% $4,860 $37,260 Underground LS $2,500 1 $2,500 2 2.0 $1,600 $4,100 15% $615 $4,715 Wire and Cable LS $1,000 1 $1,000 2 3.0 $2,400 $3,400 15% $510 $3,910 Power Distribution Equipment EA $6,675 1 $6,675 2 2.0 $1,600 $8,275 15% $1,241 $9,516 Vaults and handholes LS $3,000 1 $3.000 2 1.0 $800 $3,800 15% $570 $4,370 light pole LS $2,000 1 $2,000 1 1.0 $400 $2,400 15% $360 $2,760 roundin LS $300 1 $300 1 0.5 $200 $500 15% $75 $575 12 Automatic ntrol $1 1.000 Instrumentation EA $5.000 1 $5.000 1 50 $2.000 $7,000 15% $1,050 $8,050 Testing and Startup HRS $0 1 5 0 $2.000 $2,000 15% $300 $2.300 13 O&M Manuals and Construction Records $3.000 O&M Manuals and Construction Records LS $2.500 1 $2.500 1 0.0 $0 $2.500 OR. $0 $2,500 Materials Total $236,620 Labor Total $31,200 OH&P Total $41.633 Subtotal Construction Costs $351,000 Washington State Sales Tax 9.5% 9.5% $33,345 Contingency 15% $57,652 Total Construction Costs $442,000 Cost Estimate Notes 1. A Standby Engine generator is not included in this estimate. 2. Lift Station will have no security fencing. 3. Wet well needs to be approximately 30 feet deep. 4. Wet well will be 5' ID. No space for access platforms. 5. No flow meter 6. A bypass pumping system and temporary side sewers will be required. 7. No room for shelter over electrical equipment. 8. New electrical panels will replace the existing panels 9. Estimate includes a 15% contingency 1/10/2013. 2.49 I'M J:ldata\REN\I 12-047\Preliminary Engineering\Preliminary Engineer Cost Estimate - Misty Cove LS.xlsx City of Renton Misty Cove Lift Station - Engineer's Estimate Alternative 1 A - Proposed Privately -Owned Package Duplex Lift Station (Below Grade Sumbersible System) Cost Estimate 1/10/2013 Manpower cost per day Units Material or Installed Unit Price Cost Quantity Cost Crew Labor Days Cost Subtotal Cost Percent OH&P OH&P Item Total Total Cost Description 1 Mobilization. Demo, Site Prep, and Cleanup 5% of Construction Cost $7,000 Mobilization. Demo. Site Prep. and Cleanup 2 Extension of Gravity Sewer to Proposed Lift Station $5,000 8" PVC Gravity Sewer Connection to Existing LF $100 40 $4.000 0 1.0 $0 $4,000 15% $600 $4,600 3 Temporary Erosion and Sedimentation Control $6,000 Silt Fence LF $7 50 $350 1 0.5 $150 $500 15% $75 $575 Daily clean up of site 1 hr per day for 60 days LS S500 1 $500 1 8.0 $2,400 $2.900 15% $435 $3,335 Temporary Fence LF $10 100 $1,000 1 1.0 $300 $1,300 15% $195 $1.495 4 Site Work & Utilities $29,000 Excavation CY $25 75 $1,875 3 1.0 $900 $2,775 15°% $416 $3,191 Final Site Grading LS $2,500 1 $2,500 0 1.0 $0 $2,500 15% $375 $2,875 4" PVC Forcemain LF $100 50 $5,000 0 1.0 $0 $5,000 15% $750 $5,750 4" Isolation valve and valve box EA $1,500 1 $1,500 1 1.0 $300 $1,800 15% $270 $2,070 Parking CSTC TON $30 25 $750 0 0.0 $0 $750 15% $113 $863 Parking Lot HMA TON $100 40 $4,000 0 0.0 $0 $4,000 15% $600 $4,600 Misc. Site Work LS $2,000 1 $2,000 0 0.0 $0 $2,000 15% $300 $2,300 Imported Select Backfill TONS $20 50 $1,000 0 0.0 $0 $1,000 15% $150 $1,150 Repair wood fence LF $30 20 $600 0 0.0 $0 $600 15% $90 $690 Chainlink Fence LF $60 50 $3,000 0 0.0 $0 $3,000 15% $450 $3,450 Manual Gate EA $1.500 1 $1.500 0 0.0 $0 $1,500 15% $225 $1.725 5 Trench Safety and Shoring $6.000 Trench Safety and Shoring LS $5.000 1 $5.000 0 0.0 $0 $5.000 15% $750 $5.750 6 Dewaterin $12,000 Dewatering LS $10.000 1 $10,000 1 1.0 $300 $10.300 15% $1.545 $11.845 7 Demofit1pn of existing lift station $6,000 labor to remove and dispose of existing equipment LS $500 1 $500 2 1.0 $600 $1,100 15% $165 $1,265 landscaping restoration LS $1,000 1 $1,000 2 2.0 $1.200 $2,200 15% $330 $2,530 labor to remove structure out of the ground LS $500 1 $500 2 1.0 $600 $1,100 15% $165 $1,265 disposal fees LS $500 1 $500 0 2.0 $0 $500 15% $75 $575 8 Structural $18,000 Wetwell (6' ID Concrete MH) in place LS $15.000 1 $15.000 0 0.5 $0 $15.000 15% $2,250 $17.250 9 Mechanical $6,000 3" SS Passive Vent LF $75 15 $1,125 0 0.0 $0 $1.125 15% $169 $1.294 Misc mechanical labor LS $0 1 $0 2 2.0 $1,200 $1.200 15% $180 $1.380 Misc. Piping and Fittings LS $1,000 1 $1.000 2 2.0 $1.200 $2.200 15% $330 $2.530 10 Package Pump Station for 10,000 gpd $43,000 package pump station LS $35.000 1 $35,000 3 2.0 $1 800 $36,800 15% $5,520 $42,320 11 Electrical $10,000 Electrical Permit EA $1,115 1 $1,115 0 0.0 $0 $1.115 15% $167 $1,282 Submittals/Engineering EA $100 1 $100 0 0.0 $0 $100 15% $15 $115 Pump Control Panel (provided with package station) EA $0 1 $0 0 0.0 $0 $0 15% $0 $0 Underground LS $1,000 1 $1,000 2 1.0 $600 $1,600 15% $240 $1,840 Wire and Cable LS $1,000 1 $1,000 2 1.0 $600 $1,600 15% $240 $1,840 Power Distribution Equipment EA $2,000 1 $2,000 2 2.0 $1,200 $3,200 15% $480 $3,680 grounding LS $300 1 $300 1 0.5 $150 $450 15% $68 $518 12 Automatic Control $1,000 Instrumentation (provided with package station) EA $0 1 $0 0 5.0 $0 $0 15% $0 $0 Testing and Startup HRS $0 1 1.0 $300 $300 15% $45 $345 14 O&M Manuals and Construction Records $1 A00 O&M Manuals and Construction Records LS $500 1 $500 1 0.0 $0 $500 0% $0 $500 Materials Total $101,215 Labor Total $13 800 OH&P Total $17.777 Subtotal Construction Costs $150,000 Washington State Sales Tax 9.51ro 9.5% $14,250 Engineering (10%) 10.0% $15,000 Contingency 15% $24,638 Total Construction Costs $204,000 Cost Estimate Notes I . The assumption was made that the lift station needs to be replaced. ?. The proposed lift station would meet DOE orange book guidelines. 3. The lift station would be a duplex package pump system. t. No prevailing wage labor. i. E-One pump stations may be to small for this application. 3. Cost estimate based on 10,000 gallons per day. 7. Estimate includes a 15% contingency 1/10/2013, 2:48 PM J:\data\REN\l 12-047\Preliminary Engineering\Preliminary Engineer Cost Estimate - Misty Cove LS.xlsx City of Renton Misty Cove Lift Station - Engineer's Estimate Alternative 1 B - Proposed Privately -Owned Package Duplex Lift Station (Smith and Loveless Above Grade System) Cost Estimate 1/10/2013 Manpower cost per day Units Material or Installed Unit Price Cost Quantity Cost I Crew Labor Days Cost Subtotall Costj Percentl OH&PI OH&P Item Total Total Cost Description 1 Mobilization, Demo. Site Prep. and Cleanup 5%of Construction Cost $8.000 Mobilization. Demo. Site Prep. and Cleanup 2 Extension of Gravity Sewer to Proposed Lift Station $5.000 8" PVC Gravity Sewer Connection to Existing LF $100 40 $4.000 0 1.0 $0 $4.000 15% $600 $4.600 3 Temporary Erosion and Sedimentation Control $6,000 Silt Fence LF $7 50 $350 1 0.5 $150 $500 15% $75 $575 Daily clean up of site 1 hr per day for 60 days LS $500 1 $500 1 8.0 $2,400 $2,900 15% $435 $3,335 Temporary Fence LF $10 100 $1,000 1 1.0 $300 $1,300 15% $195 $1,495 Miscellaneous TESC LS $250 1 $250 0 0.5 $0 $250 15% $38 $288 4 Site Work & Utilities $29,000 Excavation CY $25 75 $1,875 3 1.0 $900 $2,775 15% $416 $3,191 Final Site Grading LS $2,500 1 $2,500 0 1.0 $0 $2,500 15% $375 $2,875 4" PVC Forcemain LF $100 50 $5,000 0 1.0 $0 $5,000 15% $750 $5,750 4" Isolation valve and valve box EA $1,500 1 $1,500 1 1.0 $300 $1,800 15% $270 $2,070 Parking CSTC TON $30 25 $750 0 0.0 $0 $750 15% $113 $863 Parking Lot HMA TON $100 40 $4,000 0 0.0 $0 $4,000 15% $600 $4,600 Misc. Site Work LS $2,000 1 $2,000 0 0.0 $0 $2,000 15% $300 $2,300 Imported Select Backfill TONS $20 50 $1,000 0 0.0 $0 $1,000 15% $150 $1,150 Repair wood fence LF $30 20 $600 0 0.0 $0 $600 15% $90 $690 Chainlink Fence LF $60 50 $3,000 0 0.0 $0 $3,000 15% $450 $3,450 Manual Gate EA $1,500 1 $1,500 0 0.0 $0 $1,500 15% $225 $1.725 5 Trench Safety and Shoring $6.000 Trench Safety and Shoring LS $5.000 1 C15 000 0 0.0 $0 $5,000 15% $750 $5.750 6 Dewatering $12.000 Dewatering LS $10.000 1 $10.000 1 1.0 $300 $10,300 15°0 $1,545 $11,845 7 Demolition of existing lift station $6,000 labor to remove and dispose of existing equipment LS $500 1 $500 2 1.0 $600 $1,100 15%. $165 $1.265 landscaping restoration LS $1.000 1 $1,000 2 2.0 $1,200 $2,200 15% $330 $2.530 labor to remove structure out of the ground LS $500 1 $500 2 1.0 $600 $1,100 15% $165 $1,265 disposal fees LS $500 1 $500 0 2.0 $0 $500 15% $75 $575 8 Structural $18.000 Wetwell 6' ID Concrete MH in place LS $15.000 1 $15,000 0 0.5 $0 $15.000 15% $2.250 $17.250 9 Mechanical $3,000 3" SS Passive Vent LF $75 15 $1,125 0 0.0 $0 $1,125 15% $169 $1,294 Misc mechanical labor LS $0 1 $0 2 2.0 $1,200 $1,200 15% $180 $1.380 10 Package Pump Station for 10,000 gpd $54,000 packa e pump station LS $45.000 1 $45.000 3 2.0 $1,800 $46.800 15% $7,020 $53.820 11 Electrical $10,000 Electrical Permit EA $1,115 1 $1.115 0 0.0 $0 $1,115 15% $167 $1,282 Submittals/Engineering EA $100 1 $100 0 0.0 $0 $100 15% $15 $115 Pump Control Panel (provided with package station) EA $0 1 $0 0 0.0 $0 $0 15% $0 $0 Underground LS $1,000 1 $1,000 2 1.0 $600 $1,600 15% $240 $1,840 Wire and Cable LS $1,000 1 $1,000 2 1.0 $600 $1,600 15% $240 $1,840 Power Distribution Equipment EA $2,000 1 $2,000 2 2.0 $1,200 $3,200 15% $480 $3,680 grounding LS $300 1 $300 1 0.5 $150 $450 15% $68 $518 12 Automatic Control $1,000 Instrumentation (provided with package station) EA $0 1 $0 0 5.0 $0 $0 15% $0 $0 Testing and Startup HRS $0 1 1 0 $300 $300 15% $45 $345 14 O&M Manuals and Construction Records $1,000 O&M Manuals and Construction Records LS $500 1 $500 1 0.0 $0 $500 0% $0 $500 Materials Total $110,465 Labor Total $12,600 OH&P Total $18.985 Subtotal Construction Costs $159,000 Washington State Sales Tax 9.5% 9.5% $15,105 Engineering (10%) 10.0% $15,900 Contingency 15% $26,116 Total Construction Costs $217,000 Cost Estimate Notes I . The assumption was made that the lift station needs to be replaced. 2. The proposed lift station would meet DOE orange book guidelines. 3. The lift station would be a duplex package pump system. t. No prevailing wage labor. i. E-One pump stations may be to small for this application. 3. Cost estimate based on 10,000 gallons per day. 7. Estimate includes a 15% contingency 1/]0/2013, 2:48 PM !:\data\REN\l 12-047\Preliminary Engineering\Preliminary Engineer Cost Estimate - Misty Cove IS.xlsx DECOMMISSION EXISTING CONDO LIFT STATION CAR -PORT CONDO BUILDING <Vaaaaaauaav .��... P 1 DECOMMISSION EXISTING } CITY -OWNED LIFT STATION EXTEND GRAVITY SEWER TO PROPOSED LIFT STATION PROPOSED ABOVE GRADE 1 ELECTRICAL PANELS WITH SHELTER MAINTENANCE ACCESS TO LIFT STATION RELOCATE FENCED �r TRASH BIN AREA RELOCATE CAR WASH L STATION TO OWNER'S PREFERENCE o :I PROPOSED CHAINLINK FENCE WITH VINYL PRIVACY SLATS PROPOSED BELOW ' GRADE WETWELL ; I ABANDON EXISTING SEWER FORCEMAIN AFTER PROPOSED PROPOSED BELOW GRADE' LIFT STATION IS COMMISSIONED CHECK VALVE VAULT N I, b 1 I I y r —_—==-- -- 3 I r r A �'ni S• .. �SS i CONNECT TO EXISTING • SEWER FORCEMAIN 45 .9 SS „9 — SS „9 s . a x w t =j CAR -PORT , r_ T 7 _ _ _-- - •tea--i .ice C -�, �.T_ w-`� _ _ �'-�I'� C _ `�.�.'� --.-- C�,c --_-- }_ -� (;..> _� 1L-r �P __. -. PROPOSED 6' HDPE GRAVITY SEWER LINE FROM y A BUILDING. DIRECTIONAL DRILLED TO PROPOSED ° CITY -OWNED LIFT STATION. I NOTES 1. ELECTRICAL EQUIPMENT WILL BE LOCATED ABOVE GRADE. OPTION 2 - PROPOSED BELOW GRADE CITY -OWNED LIFT STATION '' = 20' - - -- - LEGEND PROPOSED • ss SEWER ELECTRICAL PROPOSED FENCE EXISTING — w --- - WATER STORM SEWER OVERHEAD POWE° — P BURIED POWER T TELEPHONE — —- FENCE ABOVE GRADE ELECTRICAL PANELS WITH SHELTER BELOW GRADE 60' WETWELL WITH DUPLEX SUBMERSIBLE PUMPS BELOW GRADE CHECK VALVE VAULT TYPICAL LIFT STATION LAYOUT NOT TO SCALE PROPOSED 6" PVC SEWER. GRAVITY FROM BUILDING SIDE SEWER TO PROPOSED LIFT STATION DECOMMISSION EXISTING LIFT STATION CAR -PORT PROPOSED PACKAGE DUPLEX LIFT STATION (PRIVATELY OWNED) PROPOSED ELECTRICAL PANELS h EXISTING CITY -OWNED LIFT STATION. CITY WOULD REPLACE LIFT STATION AT THIS LOCATION UNDER THIS OPTION. FENCED TRASH BIN AREA �1 REUSE EXISTING SEWER FORCEMAIN CONDO BUILDING tPT—w,- - _ pp��pppppp�� - n r �f IN - W ---- W---- IN PROPOSED 6" FORCEMAIN. CONNECT TO EXISTING FORCEMAIN WITH WYE FITTING. OPTION 1 - PRIVATELY -OWNED PACKAGE DUPLEX LIFT STATION 1" = 20' PRELIMINARY COST ESTIMATES FOR CONSTRUCTION 1. DUPLEX SUBMERSIBLE SYSTEM WITH ABOVE GRADE ELECTRICAL -S 2. SMITH AND LOVELESS PACKAGE SYSTEM - $ —PRICES INCLUDE WASHINGTON STATE SALES TAX LEGEND PROPOSED r n SEWER ELECTRICA'_ — • WATER STORM SEWER — C.; OVERHEAD POWE — v BURIED POWER — i TELEPHONE FENCE EXISTING PRIVATELY -OWNED LIFT STATION �w 'tom rrrrrrrrr rrr rr rrrr CONDO BUILDING T PROPOSED 48' I BYPASS MANHOLE REMOVE EXISTING LIFT STATION PROPOSED 60" WETWELL IN PLACE OF EXISTING WETWELL 0ir PROPOSED ELECTRICAL PANELS ~ WILL REPLACE EXISTING PANELS PROPOSED BELOW GRADE CHECK VALVE VAULT r Y FENCED TRASH BIN AREA 'I F I I , I I s Fee( 7.)emswes ,F—__....._.-._.-__ .-.- _ -.. EXISTING PRIVATELY -OWNED SEWER FORCEMAIN — w w ------- w -- ---- w ----- w -- • I .I ' OPTION 3 - REPLACE EXISTING CITY -OWNED LIFT STATION 1" = 20' I I 1 LEGEND L PROPOSED SEWER FORCEMAIN IN CASING PIPE S MIZ UNDER RAILROAD TRACKS �•" • CONNECTION TO KING 38613 COUNTY METRO [ORAL nr`� PROPOSED EXISTING r a SEWER F WATER ELECTRtCk STORM SEWER --- OVERHEAD POWER P R RtED POWER TELEPHCNE —— FENCE cn U Z O cn cn a G Zp Z 0Z 0 O Z Ow U cc 3 > Z 1l V Q l N cry C LL i J Him m UP 1Oi2 E/iGg1EEAMG, � T1D; BELLINGUM armor a •.a� -rl r F-cc 90TNELLan« EAST WENATCFEE w« .-�) <�r cl...• -:ale 5 itlCHLLANO III .C1unCS _ S4VERDALE V, h0 V-i•- TACONA <sa z SC?-E Jill 0 1" _.^.14nc' -- I or 5.29005 Ap ♦ r s 5429LO8, 6ENENAE NOTES 1. All rre mt-lals still k In :-fpraea0 with the staMaA..M spaiftc.- t1-s Of the City Of Aent- Utility 0emerOment aM tN A. MSti- 0/ the AAW StaMaMs and Specifiulioss. 2. All locati0m of enlstl nq utilities stir are appro, I,ele one it snail O. th tantrata'3 INi 1 to vart fy tN trve eve correct locals- so as to .vale aar6. Or al sturdaoce. S. All rater Win pfpe t0 be corm lined ductile Iron pipe c0nfOning to ANSI Spe1's A-21.51.1976 w latest revlslon, thickness Clas: 52. Comment eort.r ip .M seal cwting sNll t-fen me 11 A-21-1-11 or latest rerisi-. llpe Joints t. be pes N-an sr rcNnical JOint. p.Win9 to be Class C. 1. All Iltttips to tie test iron, .went lined. Class 250. unless et-130 spaif lea Oa 6rar1n9 cenfor.tn6 0 ANSI Spa. A-21-10-1911, ANSI A-21-11-111 oc latest ra.1"on All fl ttin9 Ja{nts t0 k eecNntcal Jefnt 0r flaiW i1.ep.0 J... shil O< Ortltea 1n .ccorbae r{tN ANSI N 16.1 .M shall be 125 16. co.Ilyerati-, -lea 0tmerrlse spaciflM on d—IN. S. All rta Win IN inches aM sell., t0 Win4in a einiane tar' of X lncbes Nlw fletsA grave. All rater Min 12 iahes aM l.rger abll M .t a elet— of aN ad.; bel on Ilnlsa 9raaa' r utility conflicts occur. b ?d S� caz SEG ? q TwP 14 S£, WM FOR ' A AECW.::%!; n Dro cJJgJJ n�� PROVAL EYL*'_ AEC (+tEhJDED r\ F i.F(IAROVAk f BY atCDMMcMD£C �R APFROV,41 -n -- W-603 WILLIAM Se TSAO & CO., P.S. ENGINEERS & ARCHITECTS w-roU3 2367 EASTIAKE AVENUE FAST WALK DISTA2l8U7'10ti4 Yy cr A T T I r alA cui ucT I 091 n? 11 cA MAI.194-81Al1 �cc uf/EET / ti 'I,,eS MA/N /N B" CAS/NC 70 S,'/' RE. -04R I M6'/7--- STgKE I i j ^' E- OE' SCRAP META /ROP C4T. L -FAST- JEEL Z-MAW fAVAW r4 RCP T Y C E'S - 2SQ PS/ EAST- 1 I 40' EASEMENT ji \ C0 -C W I la- nn I I;coaw \ E'�P A4A/N � 7� t� /L" GRATE \ - � STWRAG•E Q� F/N/JNCO ��\ G W N \ �1 _ ♦' STOK�rI ilRAll.I I I4 rowe1T AUrS 3. fu' 'L, I^ I V n �; ti>UbrorobY 50 Y�' vc �F3\\m th _ ° I R.R. SW/TCN 3 Toh ,.SSA/N I I ; RR. s/eNPvsT ?A T,Mbe, cRoss/Nc �� _ STA. 33r45Scufh,d&wf!/ Q I N1 I Cat ` +l5'Le t � / n i I� w nn� �°cs°� / r �6�as• =a.00Egsl I j , { � '&c OF R4•. CA5 i Jo^p Loss 1 �} �eC /r1X 69 9/ �I `As LA mZT/AIBff''CROSS/NG-FAST- (kA 14:4' ET /n�fit ;' fT7 1 i �I,=mil ss"R aR oR /N yRl nl 07 � 5 �y ' I I / V • ct.:.: ee" �+*�pP cu! vfRT tail Z � -1 —i N � � mpCj a II 1 O O 0^ ID C I C II ;TORAcF Lar ia. r.s N z w ° Z I ` min A� I� e I O 1 �•� � " � � Jr NOit, CR: SPNC � 1 ti_ 3 ��' /"rl ��- 'I 3vENGdI41 CO. ow £ - d"rE' TS Y � I 4 ` H'i$' I ss�.•N �( I Pief c, rocs 1 i t �hh J3 ! I M 7 �4Q�� \�pp a ° ci � s � / +. yy _-_— p• c•rE aN a" /RON ROST A d40 _ _ /'r /' GRATE /NGET c^ ST4 5240" STEEL CaS/NC �_� _ I 6"RCP-FAST; 6'CMP W63T r Gal /S-.fT'RA/GS G/L/NGS 9YRP A _ —MIH LCWBs n 3 N m `I IT 4i / T�MCfR Ncs 50 IOERS /N CUHd FG ROW AN TER MN - Z'm CONC RING .1 RAdvoo du3N J" TRFE I'M A -�V STEFL CC✓ER A ff((P.lY T I.N E S/OE G� N : REf 9 n M' �1 CJ B' CLNL' BUMRF/ S L G m COAL PAD 7m STEEL COYFR 7� D q _ ,. �GY'OAC: CU4d r ® S, g, PUMF NATION r 1 -I r r /D / ers' Can. PAC, JTFEG r&' 13• coy 3 Q O STA. 66 1 2:AS Me'.TF'!S I �- G'R03T W/PON] R BO/ I ME)ER /'fOP MR +y /P /j' TAM FOR U. b.• L /NE.y „ M RR SF/KE /N LATN LbY 2 STA. 3J06 LOW I S g/�; GM ELE'V. LS 7S % ��%� o O /NE - !Lt y �� BELOW Ity�M ti m m O > 3 z Cu n z R a C) `^ 0 0 ` C � n U! v� o ' Y. :: �� T /-/Z"Tee, /19✓, / /Z" 4c7/ve You/r /-rZ ""ZZ%' •fiend M.,� I-�' JCfe l�Gi ✓P �c/ / 2 R 24 C I i/O/ve Eo.Y STA. - O +OU Norih% R M✓• le'- _ NO TEES'.- /, Sec Specificotions for SOondard Deioi/s. � 2. See Sheef 9 for Trench Sect/on in I Shire//iJe Areo Wesf of Rol/Uiny Pipe S/.rio� De>`n�%s far Ccxsii��r. � 3. Share Trenches car re yuired by DSH:! ; cgu;'afons. h .SSA - 2v �'Qay 9 G a� - ri, , IV G CA SrA. 0./-4 = 13139 5c�>h vy yo 2 h V 1� Q U v h h C b OO h ' j eaa/✓vc CROSS/NG N.'] 4 -- SEE 4DDITION,4L DETA/L ON SHEET NO. /2 /-/2" 221Jz e Bend /Y7. 1. (Ver f.l Sh a-ck/e one Pipe Lenglh�_• e-och woy 4 STA: L � W 2 W 2 ,� y ` � I / - t4"/ .ro '" lee : -Y✓. x F/. _ I �insto/J bne /7' Jengfh, af PE P;oe /eng/h a/ MJ Pioe �hocl(/e om M J P,pe yo Tee !fi BuRLI NGTGN N1l I r r Z1� -7c` hI STA. 58.53 -- -- /_ "D/.: �� ; _21 g'Q/. 2-/Z.' Cic tc V /✓es h1J. �`,� 0-i7' /io/ve JYo_•%I•= yy L'J Z INTERSTATE \j Shcc4/G dhrough Fillings' from Tee 'o Cosinq End 405 v — STA 3, '/ rill" 45 Bend,- PiIxFL iior' /_•� /.^J --`. —?--- /-/2'`22-re' ea nd; F/xJ91J „_'af�'vrr— � �;- STA. 7r /g Sculh I S STA. 7s60 /-/Z" Tee, -/Z"GOiN YG./Y E; I.1J, l-cam \\, STA, 7 - 40 2' Air Vo/✓e W4TER M4/N VAC 1 5,, V,4UL T AIR VALVE' ^^r- F/P, E HyDP, ANT (ACSEMBL YJ — .W4TER SERVICE METER (CONNECT EXIST TO NG W Jr,'4/NJ -G.4S/1VG' FOR W M .6AS MA/N r VALUE _ '—i.— 54N/T41?P j STORM DR,4/,v' AIh! d CULVERT - ASPHAL T/C CGNCPETE -G. C CONCRETE _ A. C. OVER PC CONC,4ETt -Dll- r---- .SLOPE � � — . TOP 0,4 BO TTOM ¢ SNOUL D£R — — — W4TER COJRSE ---- ---- R,O. 7R,4CK 1� 77'/,5 CONT PACT See Nees an Sheets I €S CITY OF RENTON DEPARTMENT OF ENGINEERING KENNYDALE WATER SYSTEM L. I. D. 291 W-400 11 1 13 14 15 16 17 18 fill 8 37 �3l_21 390 / '4240 .tV , . w� , , • 2S per, - "•'Z5 jj .. 9L wr ram+ ++-• ,�„� • •ww,.�„�, �. �„ < ;'0.a .,I z Q A DEC ,/ z y N1N18 p , , , . , , , w� , , w� , , ••___ 24 3: qs. 4 co dz I E 1 4 ' 3.0, •21 Jp J. A-13 �27 ,?8 I S rxurcaisa+ctt�cia, uc 27 1' Sfi i,,✓' �3p 902'7°>o Sy L 4 aP�'P Imp +ae'� ,/' Nil' /%.'q✓/>/.G'� G` I b.35 1K Ota.tl1.m10 4 "Z- - g-- - - - - 2 i sl7�2 <'+ /\ -290 z3. 2` - 2� 0 ( k fQ - -- raN°rb 9 6 S - gy Excn aum caN a ce PAIN-CE _ T - - -b RIM = 2HE 27.00 TO 18" _/ t�-t- I 3.07 N 1. T]�iS$UI�T-S _ x91 1 r4tND- - - L t • O / - _/� et °pi E 1,303,53@i6ts SEWER ONL E DATAAk0% C LLECT FOR % AD TYPE 2 1e - CO, TYP �d3-O-7 -Y - Si - r7 - - �" - - _ \ �1,Jp3,g66.iG E IlON66.B0 i� Jz THIS 6 - xa \4640 iJEMsr a3 S \ IE 1W -39:9i MM11157 �' P� ;�' � �, � I C2@ C30 h �� 2404 .CIF, #EokiIS NO LINE C SOU N THE LABEL TkiEN 1T- - - v J� - - - - - _ _ - - - ° " zs. J6_3;lo I S� 31 91 �7bg E �/�"p I 212150 �/ 1 I - \ \ \ GRAVEL D VEWAY / - CONN 10 OFFICE `�' 40 \ Jim ` zt ►^ CRAINONK I c 6 In , 6,✓35 3. THIS SURVEY WAS AC OM' , D' FIELD,WA \ _ _ \ - 3 � �o \D SCE D SURVEYING ARIA POSTFQ>� 2 25 " \ \r); % w,d i .y �4oD �f< L_9 IG 7 OBTAIN BY -'7 41.4ip _ SET OF P KEPY ORThI�(EST CONSTRUCTION. ` \ \ AD TYPE,T _ 1 _ yD -/8 Ap TOE EPF BRux YNxO Y%2N X 798632.18 43 420 zC A _ s� TYPE I \ td PRA14:iER 6 TN: 911LOIN6 AO R.7.•F E 130351656 L L I.- �-II 14�58.7 \ 028 J7 / \ RTM M FOUM1na tE INTEN4R 8 s0 E 1303424. 7 ` 4J9 r 1EwNM6 AKLB \ \ ! �@29 ISE, N. 2022 ' - RIY = T6-T527.11 2" 7- zs._ or�o i 4 4 / -2$ IE 8" = 2246244, 40 1 N (20' COTT NW 2 1,5 / /. \ % 5 CO AD TYPE I t H(0li) 0 0005 / �- `�_._/ I O r. \ 47_ N 198,774.20 N 498j24244LN 198242.19 4l D /�'y/ /�`-\ \ \ I .15 {-1;3Bb,H2:42 E 1 30J 613 ` RIY = 2C.64 27.27 42 � K RI 8' At. 23.38 g^ 1 =0 •• AD TTFE t UNABLE TO DIP�('UL(IOT�E ISI / \ \ \ O 0`. Co r & r7• n 1 BD.z6 _ G s / v �� DO06 f� _I CONI 10 &.D6 (;G' 4NWOtipc E 1, 3,40769 'l- / I AO TYPE �1 l f n aoO tzdo U i--- RAIX �EAOER '> It HIoC RIY[[ 26fA26.12 ( 4.j. / X 198594:� I 't Z •• E 6' = 25.90 �4 \ IE B' = 2262 ME, NW) �v"��\.'�y'��W�/-�1��/Y��y'Y jam` AREA DRAIN. R1 B 130 2" }',7 OTTO WOODS ^1� l _ _j AO TYFQT* 1E A2' =22.62 IS) O 9 IE 12'\2%}l� °7i \20I ± GH) I ` I' I J (� 4- P a4 ti rx42�0f 4, N :3 - w �U A§ 2 • T a1N •-2688 26.Bi 1 z<: ,p 416 1 � N 1 2.sg j �'6" DECIDUOUS CLUSTER j > {` I � •(� !E 6' 2315 (SE)=Z.kO�_ 1 -r- ,�--� Z "A6 TVPE' E t �35 x FEET 1yIGH) _J I *-198�}7.49 Y?98177'O7' _ RIY = 26.iB 28.10 •215 ' COIN TO IPF RAIn LEADER/DOrrvSPwi r- AD TYPE 1 /+ TIC 2 = + N1232 9' / IE 12' =2222 (S'�f NE12374 - N-R96;53989-N 1 3. 2 I I - <; •/ I ,� W/ 8' S0 W 21 NIN, SEE IA OkG FOR C0 ,- / � � U% Rim B9 /�� 1303 95. �s O l... l"-''�J'� o 3 i VrV 'krE,�L J 1 RI 8�' 8 '� J z ��4 I 1 0 Q 2b.96 1S�EJ}.03 " r CB TYPE 2 'E 12" • 2402 lSW, tJ�121.08 ;\ ➢ L tt n tzzJ = Z W/ FRANC AND COVER N-196;i4593-N 19914528 J,6 'Y 50 �- 91 + 27-W 21.11 • .t C8 TYTt TrPE t n 198409.99 _ T /y - 1 8 n 9 2 d r Q N 1 5.33 _ - - E t2' = 2636 INE.Sw1203J 3,' W/ FRAME AND C R f� ^OWN .B�Sb 0 N 1 29.84 RI 25. 5 I � E I,7W,689.33 UJ "AND WIER 307464.41 IE IT 2492 (SW, NE) 21.17 '' U - _ - 15PEasA� iNENCN PINS' 20 J.T ., �_ �� O rn ��%�-. � O �. "\� � LL [A • PF E 18 4 i £ _ JUS CLUST DRAT 1.9B209�A _ f �� O O �• } z ]]>z VJ CAAIN TO C6 ='T 03475.16 � \ _- � - AB TTPp l Ly � ! � Q Sr 1 >� 1�,� N-MJQ474.83 N 148474.33 O ro Fy/;i R M = 2T.86 26.BT ley I \ 1 `0 ��74 ( 0." I y.E 8'=234E(SE)R�74 ` N 1983203i1 9d4EF N i9AA7O67 O 4HSE 301 7 Ct a ►9 / 1303490.47 I i3035 9.45 << - Z" • 2442 (jw • "ENTER , N III,�11 // CO., NE) 25�'4 ,1'Yi24tiJb 'A -.-''✓_'y..-. ------,' N 198.679.91 � C - U �,/, s, E 1,303,7fi6.57,= � Qp p n ''CDRR,ST�DMG ;yL �- \ t r _ / t• r v it TY 1 ^^ - -90 PARKING "� - - ROAr vARKiNG '�� CB -AM CAOER�- �_ 7- 1 FRAME 1 16.79 O 4! . _ N t TOE OF 9ERN E + h ?� / P1 E 91 - --_ 1 - BERM E ul U R -- / P` Zi @ _- E37 - - - -� • " EXISTIN TRACK- --�_�T� 39 - �r.�-._ AC _ 00 o IF ° >J`s qA.y--Tf�-- 3 ' - - - ,a t+ 41 rd 41'• i�` O9 ' +4 C-4:363621NE�60.2 \6" TO 2 COTTONW00 6, -y IE t2' • if.212cA _ f/ - 25 65 t E u C s •L� � �. � �j�q.i� .� � � .yh �' c„ 0T` T`°4 � _-_ _-_ _-_ +' _ _ S J`icy �O .n �'4 P EDGE OF AC 47.6� - NOTES: 1. SEE SHEET CTO1 FOR GENERAL NOTES., LEGEND AND ABBREVIATIONS, AS -BUILT SURVEY yyLao4L 1wcO �,P 2. SEE SHEET C1O1 FOR STONY DRAIN NOTES 11D CITY OF RENTON • 3O SURFACE WATER DRAINAGE NOTES NO SPECIFICATIONS. A -� R 3 3 3 7 0 2 3 PLACE INDICATOR FABRIC ON TOP OF SbGRADE NO BELOW BEDDING STORM DRAIN MATERIAL OF ALL UTILITY TRENCHES. PLAN A a4f -3 C242 CIJ -- 'METROPOLITAN KING CCUMTY . a Z DEPARTMEM OF METRO z cr = _ SFALICES _____—_ DOES NOT WAR A 7j C I I z o _ GUARANTEE THE ACCURACY f 0 Q .a - - COMPLETENESS OF THE OnTA ` Y SHOWN HEREON.' ? o O w I a ~ o f � W Y U 0 Z CL Q G N : CL " I U Q W C7 W 2 0 Ir aN Q O W H J � z W FGR CONSTRUCTiJN L ..t/TS _ I . '.15-- i�7_ :: `,/ 1'^; .. - C UAJrPACT0R SHALL I I I I A COA/•vECr TO EXIST MN I 5EE SO." AL CONST. NOTE c ` ..'• ; 3 - /A/ cY• OUT 1A/ COA/C,- ATE -- r ! _— _� _ --. +:-per. � —_--- _ _:-._ --�_ _-�._ �_ ��''-v—. _ _. __ _._-� �_:. -- ^ — F• ` ' � _ — — — t _.��i._ _ tL . - -- -' - • -- — _.� � —.. --� ._ � — - - - _ .7 Tom' .9%T -' :•. 6 -- - - F -- _'�1� 555 __ LdA'E MhSy . .9L L'Q SEE SPED CONST. - - - NOTE 2 O VG 9 / -- - - CROPIDE 2 STORM . i -- ! 5Ti . ^.t --------------------------- i - t H .?72 - c3 --� 1 " v o vPRYR/WL/NE 903. Co s2TERWLETSTnUCTUF�S\� :f l.'f_nJ1 3j ?. —, %Y/ 2 510E /AILETS eA'1//NE _E£ SPfC.COAIST. A/GTE6 �\-.c'X/5T ?:' c" iE'S3.�i:;;.::- SCALE; HORIZONTAL I"=50' VERTICAL-I"=I0' f /S7 AA PIPE-- P/LE' SUPPCF�TED P/oE 5EE DWG 5 '. -E TYP,CAL SECT/DN /N .4GCK DWG S G/:-E s4,R,0_^RTED r/Pc 5•c 4 h 4 Soo oC'EFUSAL 6NgN r `T O `EPTEXTP G.PAYELY S4AI0 tl C -PRO ✓ e DITCHZA_HSIGEGFP/PE: t- Tq ),I ----------_-- •...• TO.3ZORtA wArew /A/LEr ,A/EAR_.�'. - --- -- •-- _ ( - ._ STA 47•00 SEE,DN/GS d ' EP P?(?OC .ALL AS _.. }j I : 20 �•-FCp _ 00017/ i . j .' :1ee-co ST.PUCT/t7A/F/4t,5 -o? -- — - w �ETE4 OLu _ --bi_9 - �CLA3S Te BAGRLd`rl✓/T t Z. P/LE i/P ELE!/.OT/oA/J_ s �/ p A A RCI� : 1 I O P/L E TiP EL EIXAT/2U F:VETRAT/0N TO EL -/O fCR DETERM/Ur, LU.t>LA t • I PILE PEA/ETRATION To EL -15 _,. P/LE PEAIETR.4T10A/ TO EL - 12 - r- SEE SR CS. ) r .124Gt743>400 •t.A�JJ ,AS�OJ ,iif.7J-f7rJiJy'j:�-I.':7J 30%Q7 I-JJ =J.7 3�JJ - -.:J �CL17..N ENGINEERS MUNICIPALITY OF METROPOLITAN SEAT ;.,ER202C R�NTON I 'EASTSIDE INTERCEPTOR -SECTION 4 dYC /Y/J s _C �, I pc .. -- ..9„"C] ,, :4e�G_ ^r.•ti�[^ �= . - �.��,� ,g o.+c.[^a.�— J<-� .et - I. S ST E M STATION 40 TO NORTH END 9 - ,. , . x AS NOTED JUNEJ9fi3 r I•I . .,, � ._ . - - - - __ '-- "- ..•+• Q Z CSC %/.J �Ul f � � II 1 2+6 r — J f- 40. 0.0 O O ! _..--- i I I P._= SU?.aJ,4'T.JTE✓cR/ dEIlTS G'-O O.C. N.4X. C ;.ems. -a \ Oly i _i�.6.. -_,•r�aJ � � /RAPPJ/W,IEfff� i I/-t1TG(/CAFACITYTM__: � 0 QEA/ASc cZESIfflJdf'rir'.S ao METROPOLITAN KING C' TRANSVERSE SECTION SIDE ELEVATION WO DEPARTMENT OF METRO] SERVICES DOES NOTWARFwlrC'; SCALE 3/8"=I'-0 A SCALE 3/8".1'-0 - - - - - GUARANTEE THE ACCURACY OR D E T A I L 202 SHOWN COMPLEHEREON' TENESS OF THE DATA J\`\p -f' \�-\-` - - J ... - _ ,e .: • -- SEE Dc TiUL .A/S.' P,E•STL / • \� — � - 1 •• ', i " SPAC/I/G ALObG 2S. OFCUPvE Ex/sr UMIVTOVIV RD, PROVICE i ��F/fL TJ RCO TFqur OF ACCESS Rn4D—STRUCT O'v - _ ?X6 c4 Fi7lST r /I Z7L•B i 1 - uR SOUTH � p E' `� ruC.'1Gi,�iac GR,?. 4'FM.� �� _ ` UP _ _ f1RisY. a/IY I - TUNNEL CO rA';0 v vr��\E�Sr / i 1' \� �t�e L//✓C= _ PoINT= STiI Of01'J '� C- \�i Al. /99 609. /S \�•;'wC9 \L'ri Q` ' ��. �'�� / - .�1—� E. /663. 933. d (SEF Orr d/tC.' c rIP� Cr ilJL t/ERT ANS4 E P I jl - �f cez LHOSMGOr4/.20 .HI! ,?Cd - 77 1i -- - \�/��STUB �f ' /�'RCPCULYERT�wc.cFT Ja•aCFICUL RT_I�.•IC£. J>arH[,:°E f �• I _ •�•co'1r ''CL ir'..f r _ / ! __ - ^ - 3vrrl aT : [N5T- \ J �Y. _ t ,i- - �t` 1 _ln.- , I LEY •4b` I,p N9 _ ��-1_- -�+`•..L /'0l.'dT" E �i ^� " r! - ,Y/CCA' aFCP✓iUG Y_;c1Y4TEr7 JL1PlE G1 a. �-T= ✓GE_ _ ! :cIEEX�G�1,+.{.t:3R'S/Je"s I/ CAUGEC:Li:U1T>.4ED SU SAT/OR/1CJ�/AL[00�-GI%'R/EiS.—- --" �! ;f ._,-, '5,ALr•G: tU:7 :!i///.TS_eLE r I \\ q'T4b7 _ - -. _E - _ •s.t - --__ �, [iocY��/H'Llf/EFALSO RCP. DFt!V L' q_,,, .EL ar=c•�..;C£ ".A`'�� Dig\: 1 B"RCO CULI�f a ' =' rdremLYEDGEST �l T �V4 PJY/D'+STaTE!/�Y fRC r;`Y 1111 ` � - ,,...:__— ``-- , f!3 D E TAIL DETA(L _.,�P'T / - •-ram'EDGE OFSI:OULDEP g 202BARR/GID�-" LZre L1M�D/7A/I P;Pr O 3E ErTE1'-_O ANC A4_ AL/dI/,GfEIi7 TYPICAL TRENCH SECTION 73 � - - _ - + - _. _ _ - - '"•' _ /?' TOTAL a0.10 1VIGTN -+ DETA/L tCi202 AD Q� G•sCyrZ —4 70 4 P F^ hA rr /PE 2 C/ACULAP'c 16ES 12EXf 4A JLOUG/r r�s; e�v� !Jo :4 - :J I CUSS - r ae - - _. - , �� ^I CF l [rfe1�:;- S/C 60- - r,SU$�E ENr ._S� .. __. ..__.... - I -_ _. _. __ i� C:✓_^/.'_i. NAIa � - -- _ _ 'y - -•- GrtGW N'.°/ERE ^.-C S_rFsC///G rY.'T,! c.'L FiLL 4 r _ I _. _ __ _. }} UP C LA SI yC -' CUT i'� _ � ..... .- ST.410R7 Be WA-0SO Ta STA � } - CYEAEXC4YITr✓A/SU/Tit Lr [ TfRT1$NT Pf/EREXCA✓iT.= ✓1JbUlT/'.?_E -- 3/IALLBEi' - c :�. -- - :J MA/I1r41A1ic_ J _ _ MAT£RuL ASA/ECESSAA - - _ ! •.. _ . �+' ..6T1,S,�._ . .. _ . _ _ -S._ _6.2:X1N I .SU,PF,4Cc5. iii TYPICAL - L CJC'-t SSR.O:.t_om ROAD PI ESuNpo r-sFc�~f � _ i' w!s _ 71PLEY LAIR S:!/ILG BE CLOSED =FFAMC RE-VO-IrED AS _`NOWb u:JFr1U✓^ �%ISTR✓CT/C.4' _ h +• AUD .dS PE:U/nE0 !f' CG,(/T.r.tCTDI7 .^F�: r.T NAZcLi'/9Gi7 FOLLOiY1UG C:41S /_'Ti'C/1 C�A/TR.C:TON SN41L HEST - 1- - LNuE ro eaUD1Ti0A/ whYCs/ Er!- , � . a. DR rJ AJtfSTFJ T/oc% ` , ' I � rA PD _ -_. -. .. _:..I ,'..'FTI.'_ :./.vs :.STA/I/EDA /r:er• •GA % EA:EI/SliT F. .. PG! -:=AL S1TE rt�,rmzST OFTNEA�:c'. 6i1T- C c 6- r-FT _ - _ r- IBOFEET I OUG . LSv -- �•. -- t---� - .--,- - *-- - - -- _ ._ _ .6G � F - TtR ct CJ. 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SYSTEM PLAN AND PROFILE -RCP RIPLEY LANE PORTION I -.: -.:- ?a.�% - 1•- •.-:•c•. a.� 9°_• a•.^ Acgpr:scr; sue•.;_E�.,..._".._._..__.—.: �[co..rvnto "...._.... e.•oao... _..., --. o..o.eo .,. ,..-- ..'i.v.ea�.`, ... .. .- -'�.., 1"�10 VERT. i:_.: DEC. 1962 10 _16