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HomeMy WebLinkAboutWWP2702291_51► OR CITY OF RENTON; Community Services MEMORANDUM SEP lG�Ali CITY OF RENTON Engineering Dept. Date: September 8, 1997 To: Tom Boyns, Property Services Supervisor, Planning/Tech Services John Hobson, Engineering Specialist, Utility Systems From: Leslie Betlach, Parks Direct 7XP4!�!' Re: CEDAR RIVER PARK RELEASE OF WASTE WATER EASEMENT METRO This memorandum is a follow up to my February 14, 1997 memo (a copy is '— attached.) To date, we have not received the Liberty Park Easement for execution. As I indicated in my February 14 memo, we want to execute this easement and record it as one document with the Cedar River Park easement. What is the status of the Liberty Park Easement? Please advise. If you need to speak with me, please call extension 5549. LAB/dlf Attachment, as stated cc: Sam Chastain, Community Services Administrator 97.481DF.DOC 1► �l CITY OF RENTON Community Services MEMORANDUM Date: February 14, 1997 To: Tom Boyns, Property Services Supervisor, Planning/Tech Services John Hobson, Engineering Specialist, Utility Systems From: Leslie Betlach, Parks Director Re: CEDAR PARK RELEASE OF WASTE WATER EASEMENT METRO Enclosed is your original January 23 memorandum and attachments (Release of Easement, etc.) regarding the above referenced subject. I am returning these originals to you because there is only one copy of each document. Please note, we did not receive the document pertaining to the release of the Liberty Park easement. We want to execute these easements and record them as one document. When we receive the missing document and after you have reviewed it, we will record the documents. If you have any questions, please contact me at extension 5549. LAB / dlf Attachments, as stated cc: Sam Chastain, Community Services Administrator (w/o attachments) 97-072DF.DOC KING COUNTY Department of Naural Resources Wastewater Treatment Division, Capital Improvement Program Section Engineering Records Exchange Bldg. • M.S. 117 821 Second Avenue Seattle, Washington 98104-1598 City of Renton Utility Systems Division Planning/Building/Public Works Department 200 Mill Avenue South WE ARE SENDING YOU THE FOLLOWING: VN Attached Under Separate Cover via TRANSMITTAL LETTER DATE 22 September 1997 ATTENTION OF David M. Christensen REGARDING Cedar River Interceptor o. Dwg Contract Task co les P date Dw nos. g No No. Descri tion P 1 12/96 Set W/M 7-94 Y75 Cedar River Trunk Relocation, Phase 2 half size prints 1 10/96 Shts 1 - 12 W/M 1-96 E13 Cedar River Trunk Relocation, Phase 3 half size prints 1 10/96 Shts 13 - 16 W/M 1-96 E13 Cedar River Trunk Relocation, Phase 36 full size mylar prints These are transmitted: For Approval [-�As Requested For Your Files For Review And Comment For Your Use And Information Other Notice: King County Department of Natural Resources does not warrant or guarantee the accuracy or completeness of the data or information shown on, or the completeness of, record drawings or contract specifications. Drawings and specifications should be field checked for accuracy. Comments SIGNA,TU TITLE F UT ff 206 1302 FAX 206803 Engineering Records E-mail: jeffff.sutsuter@metrokc.gov cc Mei-Ling Thibert, MS 117 Printed: Sep 22, 1997 :Transmittal:W-Disclm.rsl 041608 K C DEPT OF FINANCE 7180084 10/03/97 Vendor No. Vendor Name • • PO Date 4O CITY OF RENTON Purchase Order ..11 K C DEPT OF FINANCE 821 SECOND AVE MS 74 SEATTLE, WA 98104-1598 ORIGINAL Chapter 116, Laws of 1965 City of Renton Certification I, the undersigned, do hereby certify under penalty of perjury, that the materials have been furnished, the services rendered, or the labor performed as described herein, and that the claim is a just, due and unpaid obligation against the City of Renton, and that I am authorized to authenticate and certify to said claim: Signed PLNG/BLDG/PUB WKS UTI`LYTY SYS FERKINGSTAD, LINDA oty Unit Description Unit Price Est. Amount Account Number WO/Func Amount Inv. 6147 9/25/97 74,159.27 E 421.000400.018.5960.0035.65.045250 45250/5127 74,159.27 Reimbursement of Costs Cedar River Sewer Trunk Relocation Proj Phase 3 Authorized By 74, 159.27 74, 159.27 Accounts Payable Div. • 200 Mill Ave. S. • Renton, WA 98055 • Phone (206) 235-2618 • Fax (206) 235-2513 J L/ OP 3119 11/94 (S) KING COUNTY �.6 '7 1g60�'� 2� Invoice Number: 6147 Questions: (206) 684-1082 1 Invoice Date: 25-SEP-97 � 0 1j{ Purchase Order Number: � MY - 21997 Customer Number: 1147 GREGG ZIMMERMAN Ci! Y OF ON Location Number: 1672 RENTON CITY OF (GAR) , PUBLIC WORKS ADMIN. PUBLIC WORKS DEPARTMENT King County Tax ID Number: 91-6001327 200 MILL AVENUE SOUTH V� RENTON WA 98055 ` �Page: 1 of 1 If payment is not received by the due date, your account will be delinquent subject to late fees, and may be referred to collection per RCW 19.16 A $25 fee for dishonored checks. oioa(aev.Ivss] Terms: NET 30 Due Date: 25-OCT-97 Customer Contact: GREGG ZIMMERMAN Line No. Description Quantity Unit Price Tax Extended Amount 1 FIRST BILLING FOR COST REIMBURSEMENT FOR THE 1 LOT 74,159.27 N 74,159.27 CEDAR RIVER TRUNK RELOCATION PHASE III PROJECT +t t W a-4 Special Instructions: Subtotal 74,159.27 Tax 0.00 Total 74,159.27 QPlease return this portion of each Invoice with payment and make check payable to King County Department of Finance. Please remit payment to: Customer RENTON CITY OF (GAR) King County Dept. of Finance Acct. No. 1147 1672 821Second Avenue, M.S. 74 Inv. Date 25-SEP-97 Seattle, WA 98104-1598 Inv. No. 6147 Due Date 25-OCT-97 Please see back for change of address. Amount 74,159.27 Amount Remitted: 0 101 0000001147 000000001672 00000000000000006147 00000007415927 4 CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: September 17, 1997 TO: Marilyn Petersen FROM: Dave Christensen SUBJECT: Minor Amendment to Metro MOA CAG 91-060 Attached is an original letter agreement between the City and King County DNR (formerly Metro) for inclusion as a minor revision to the original Memorandum of Understanding for the Phase III Treatment Plant Expansion (CAG 91-060). This letter agreement serves only as a clarification of section 5.2.3 and as such, can be authorized by the City's PBPW Administrator as allowed in section 8.3 of the MOA. Please include this letter within the file for CAG 91-060. If you have any questions, please contact me at x-6212. cc: HAW W60DO IIMEMO.DOMh King County Wastewater Treatment Division Department of Natural Resources 821 Second Avenue Seattle, WA 98104-1598 September 3, 1997 Gregg Zimmerman Administrator Planning/Building/Public Works Department 200 Mill Avenue South Renton, Washington 98055 SUBJECT: Cedar River Trunk Relocation - Cost Reimbursement Dear Gregg: The intent of this letter is to clarify the methodology to calculate the repayment schedule for the local sewerage improvements (Cedar River Trunk Relocation) identified in Section 5.2.1 of the Memorandum Of Agreement (MOA) entered into by the City and Metro on June 6, 1991. The cost of the pipeline rehabilitation work performed by the County on behalf of the City was $314,951. The City is obligated to reimburse the County according to the terms and conditions in MOA Section 5.2.3. However, the MOA language regarding reimbursement is problematic. Section 5.2.3 reads: " Reimbursement shall be made in five (5) equal annual installments of principal and interest beginning twelve (12) months after completion of construction. The interest rate for each year shall be the rate first published that year for the Bond Buyer 20 index." Equal annual installments cannot, however, be calculated with an interest rate that may change every year. To eliminate this ambiguity, and to simplify the accounting for this reimbursement, we propose to fix the interest rate at the time of the first reimbursement and maintain that rate throughout the reimbursement period. Using the interest rate first published in the Bond Buyer index in 1997 (5.70%), the calculated annual installment is $74,159.27. My staff tells me that they have received indications that the City is prepared to make the first installment shortly after execution of this letter. We propose that the due date for the remaining four (4) installments be on the subsequent anniversaries of the date of when this letter agreement is executed. If you concur with the reimbursment arrangement described in this letter, please sign both originals and return one countersigned copy to the attention of Stan Hummel. If you have any questions or require additional information, please contract Stan Hummel at (206) 684-1844. Sincerely, City of Renton c111%% on Theiler, Manager Gregg Zi an, Administrator Wastewater Division Planning uilding/Public Works Dept. CLEAN WATER — A SOUND INVESTMENT CITY OF RENTON Q"k- Planning/Building/Public Works Department Jesse Tanner, Mayor Gregg Zimmerman P.E., Administrator September 12, 1997 Stan Hummel King County DNR Wastewater Treatment Division 821 Second AVE - MS 81 Seattle, WA 98104-1598 SUBJECT: CEDAR RIVER TRUNK RELOCATION - COST REIMBURSEMENT Dear Stan: Please find attached one original signed letter regarding the methodology for repayment on the City portion of the Cedar River Trunkline project. With the execution of this document, please submit an invoice to the City requesting the first installment of payment. With the conclusion of this item, we have come to the conclusion of this project. I would like to take this time to thank you.for all assistance on this project. It truly was a pleasure working with you and other staff including Mann Ling Thibert, Roger Brown, Bill Nitz, and many others. I look forward to the next opportunity that we have to collaborate on a future project. If you have any question,5,,,please contact me at (425) 277-6212. 61 Vivid-M. Ux`istensen U Wastewater Utility Supervisor K DOCS :97-822: t3MC: ps Enclosure 200 Mill Avenue South - Renton, Washington 98055 MThis nanAr cnntainc An % rarvrlari mntarinl 9n*/ nncr rnn-- King County Wastewater Treatment Division Department of Natural Resources 821 Second Avenue Seattle, WA 98104-1598 September 3, 1997 Gregg Zimmerman Administrator Planning/Building/Public Works Department 200 Mill Avenue South Renton, Washington 98055 SUBJECT: Cedar River Trunk Relocation - Cost Reimbursement Dear Gregg: The intent of this letter is to clarify the methodology to calculate the repayment schedule for the local sewerage improvements (Cedar River Trunk Relocation) identified in Section 5.2.1 of the Memorandum Of Agreement (MOA) entered into by the City and Metro on June 6, 1991. The cost of the pipeline rehabilitation work performed by the County on behalf of the City was $314,951. The City is obligated to reimburse the County according to the terms and conditions in MOA Section 5.2.3. However, the MOA language regarding reimbursement is problematic. Section 5.2.3 reads: " Reimbursement shall be made in five (5) equal annual installments of principal and interest beginning twelve (12) months after completion of construction. The interest rate for each year shall be the rate first published that year for the Bond Buyer 20 index." Equal annual installments cannot, however, be calculated with an interest rate that may change every year. To eliminate this ambiguity, and to simplify the accounting for this reimbursement, we propose to fix the interest rate at the time of the first reimbursement and maintain that rate throughout the reimbursement period. Using the interest rate first published in the Bond Buyer index in 1997 (5.70%), the calculated annual installment is $74,159.27. My staff tells me that they have received indications that the City is prepared to make the first installment shortly after execution of this letter. We propose that the due date for the remaining four (4) installments be on the subsequent anniversaries of the date of when this letter agreement is executed. If you concur with the reimbursment arrangement described in this letter, please sign both originals and return one countersigned copy to the attention of Stan Hummel. If you have any questions or require additional information, please contract Stan Hummel at (206) 684-1844. Sincerely, City of Renton I of -111 /9 7 t '! Don Theiler, Manager Gregggmlsolan,Administrator{ ! ) ' Wastewater Division Planniuilding/Public Works Jr P 11 1997 C11-Y OF RLN T ON CLEAN WATER —A SOUND INVESTMENT PUBLIC WORKS ADMIN. 8�26-1997 1 : 2C PM FROM 4VPCD DES I GN-CONSTR 206 68d 19S9 P. 2 IV --- �\ cz_A�7= August 26, ] 997 Gregg Zimmerman Administrator Planning/Building/Public Works Department 200 Mill Avenue South Renton, Washington 98055 SUBJECT: Cedar River Trunk Relocation - Cost Reimbursement Dear Gregg: The intent of this letter is to clarify the methodology to calculate the repayment schedule for the local sewerage improvements (Cedar River Trunk Relocation) identified in Section 5.2.1 of the Memorandum Of Agreement (MOA) entered into by the City and Metro on June 6, 1991. The cost of the pipeline rehabilitation work performed by the County on behalf of the City was S314,951. The City is obligated to reimburse the County according to the terms and conditions in MOA Section 5.2. ). However, the MOA language regarding reimbursement is problematic. Section 5.2.3 reads: " Reimbursement shall be made in five (5) equal annual installments of principal and interest beginning twelve (12) months after completion of construction. The interest rate for each year shall be the rate first published that year for the Bond Buyer 20 index." Equal annual installments cannot, however, be calculated with an interest rate that may change every year. To eliminate this ambiguity, and to simplify the accounting for this reimbursement, we propose to fix the interest rate at the time of the first reimbursement and maintain that rate throughout the reimbursement period. Using the interest rate first published in the Bond Buyer index in 1997 (5.70%), the calculated annual installment is $74,159.27. My staff tells me that they have received indications that the City is prepared to make the first installment shortly after execution of this letter. We propose that the due date for the remaining four (4) installments be on the subsequent anniversaries of the date of when this letter agreement is executed. If you concur with the reimbursment arrangement described in this letter, please sign both originals and return one countersigned copy to the attention of Stan Hummel. If you have any questions or require additional information, please contfact Stan Hummel at (206) 684-1844. Sincerely, Don Theiler, Manager Wastewater Division City of Renton Greg; Zimmerman. Administrator Planning/Building/Public Works Dept. 0-26-1 997 1 : 20PP 1 FROr l v'iPCD DES I GN-CONSTR 226 68d 1 959 P. 1 KING COUNTY DEPT. OF NATURAL RESOURCES WASTEWATER DIVISION FAX TRANSMITTAL COVER SHEET (206) 684-1959 TO: Dave Christensen City of Renton FAX: 235-2541 FROM: Stan Hummel Phone: 684 - 1844 Fax: 684 - 1959 NO. OF PAGES: 2 (including this cover sheet) DATE: August 26, 1997 COMMENTS: Dave, please look this letter over to see if it is acceptable. Thanks, Stan If you have any problems with this transmission, please call (206) 689-3432. Thank you. CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: July 28, 1997 TO: Paula Henderson, Finance FROM: Dave Christensen, Utility Systems SUBJECT: Cedar River Trunkline Ph. III Renton Participation and Financing In accordance with our Memorandum of Understanding, King County Metro has submitted a proposal for financing the local improvement installed by the County as part of their contract. The Utility's has no objection to the amount or the method by which the payment was calculated. We did however, want to run this by you folks to see if the methodology for calculating the interest was acceptable. Please review the attached and let me know if you have any problems with the proposed methodology. Thanks, Dave C. cc: HAW W60D0TWEMO.D0nbh 7-117-1997 11:S6AM FROM WPCD DESIGN-CONSTR 206 68d 19S9 r KING COUNTY DEPT. OF NATURAL WASTEWATER DIVISION FAX TRANSMITTAL COVER SHEET (206) 684-1959 TO: Dave Christensen City of Renton FAX: 235-2541 FROM: Stan Hummel Phone: 684 - 1844 Fax: 684 - 1959 NO. OF PAGES: 2 (including this cover sheet) DATE: July 17, 1997 RESOURCES COMMENTS: Attached is a draft calculation of the annual payment for the Cedar River Trunk Phase III project using the average interest rate for the month of January according to the Bond Buyer index. If this is acceptable, I will formalize this with a letter. Note: The MOA states that the interest rate for each year will be the rate first published in the Bond Buyer Index. The MOA also states that there will be five equal annual installments which is not possible if the interest rate is sliding. For simplicity, I have used the 1997 rate to calculate five equal installments. However, if you prefer, this could be recalculated on an annual basis. Please let me know how you would like to proceed. Best Regards, Stan Hummel If you have any problems with this transmission, please call (206) 689-3432. Thank you. CV d rn Ln rn d 00 cD cfl N ly z 0 C) i z c� w 0 0 U a s 0 ry w `a co w r rn rn i r ,i CEDAR RIVER TRUNK PHASE III - REIMBURSEMENT SCHEDULE FOR SEWER REHABILITATION — - -- - - - _ —�- PRINCIPAL INTEREST CUMULATIVE PAYMENT PAYMENT INTEREST TOTAL PAYMENT INTEREST RATE` NUMBER OFPAYMENTS $314,951.87 5.70% 5 ANNUAL PAYMENT $74,159.27 PAYMENT YEAR NUMBER �- BEGINNING ANNUAL BALANCE I PAYMENT 1 1997 $314,951.87 $56,207.01 $17,952.26 $17,952.26 $74,159.27 2 1998 $258,744 86 $59,410.81 $14,748.46 $32,700.71 $74,159.27 3 1999 $199,334.04 $62,797.23 $11,362.04 $44,062.75 $74,159.27 4 2000 $136,536.81 $66,376.67 $7,782.60 $51,845.35 $74,159.27 5 2001 $70,1 60. 14 $70, 1 60. 14 $3,999.1 3 $55,844.48 $74,159.27 TOTALS $0.00 $314,951.87 $51,645.35 TOTAL PAYMENT INCLUDING INTEREST $366,797.22 41► NA CITY OF RENTON FALL Community Services 'r MEMORANDUM FEB 1 9'Wa7 �•� CITY r--r- Date: February 14, 1997 To: Tom Boyns, Property Services Supervisor, Planning/Tech Services John Hobson, Engineering Specialist, Utility Systems (eo?y of m"%0 From: Leslie Betlach, Parks Director Re: CEDAR PARK RELEASE OF WASTE WATER EASEMENT METRO Enclosed is your original January 23 memorandum and attachments (Release of Easement, etc.) regarding the above referenced subject. I am returning these originals to you because there is only one copy of each document. Please note, we did not receive the document pertaining to the release of the Liberty Park easement. We want to execute these easements and record them as one document. When we receive the missing document and after you have reviewed it, we will record the documents. If you have any questions, please contact me at extension 5549. LAB / dlf Attachments, as stated cc: Sam Chastain, Community Services Administrator (w/o attachments) 97-072DF. DOC 4 M Frvi MM Rli 4AW ZOP Mg s I-M Tilt- '46rai�thd gecon -d,;cla.ita uuJ-,-: tb� ,CITY. OF'WITON, it murti�i"' 1'� 6rrj�o 6ir ;-ws and sta*utes of - the State of Washin'&ron r- C e1nxfte-:refvrred, to as 'Crtntor" � in cons ttiprAtion rf. the Puu of one Dollar and.other good and vi WA, h' e consiet: receipt Of-A.Ach'ii beraby a cknow I ad ged jjj by these prep --its- co-v, "re rrilnr SU."! Washington Corpor4rJon, aild P-s t. unt� the tqJNIClPAU-- 0F,T4EIA0FVLTT&I; UM 3 an asscment . - r the Purpose of,instal ling, cogistru'r till&, oper;,tin_ cLmovint, repvirkft.t, r�plactnv, and uaing, a mew.r line with all 10, V 9 ani mppurcv-Vmce_ rncreco t63-4'- --W-iLit the I iAnc 0 f ire. b, aforest:,ited pt::pvs,-s' 't4' f across, along. tinder And Ir, the tullo-,: s-4c-i'la4i p;op(-rv..i q1tu-tcdAu Rontans Kiajj County. fjzn.t- Of "'ashin A parce', of 1-rid ;0 teqt wide, i>r1r,,; 5 kett is wf-lt�' c" ll!le l'-t-19 t',ze P` 3L -t tee soulb- r,,v, ;I L !�Plnc c. 5 km-tpl-� V-lilvy 61sr.ant s C as from the m5 r Of Cedar cr Park a s i. r \o. 44 p - 1 !7, L:5., r:' 'p- -.nry Clrr;, S 470-10"1".- j ';704"' thenc;.. It r.`24'3s I-o-, N 72'30'11 3.4 Seat 2-071 Or ICSS to tie .asterlr 4 6. r2r--- ftl-�!-- Ao. ind retci,,', &II ri.,;nt m I'f v us im a a", -- .1g, W! t7h the , L7.1 11:1 Of -ithin -jaH -be—wt-- - ..ssi. ns, i. :c K, jn.A an-3 Ye-e harml-zss tn' 1:1 a, -,-cr Cost, cause of artion an.* star er -i,ture which pay irtsu and result DY caz;M, uf,f ja conseq z03--I-Ction witli ch-z instailation, constrilccion, maintet-!'C:o Or use, and C:a-ttee t' 4-rrher dotend any -such Or Claim, epense tc th,� City of Reference is here!)y made to those certain contract e0cume"t ,,!tru Co,%,:rjct -(a. 62-2" and paraigzaphs B5.0,,OS. 09. C1.10 (schedul, E.� 7,.!raArzph2 an' parigraph (-k.L-I at is and made a part- of - this-Util icy X,semant-cs the siniar= rer,-ilzt-E!; tr on Grartree' - a ConLractor-in,lav'Gr ot.-P'nd.'foz the benefit of the City of IU4 Iva 41 ,�� ,1 •� '?i.++.ffr�„�'e � �t�•Da pubrsO�r::ab�il���ra.�." -,:- �•�':��'..�r.•s:•L'�. � .7iA':1i . 2,14, rQc n1YtTadaita~ f _, • addiClQnaT?�..,. ... v r; 1 �..r���• deaigwtinz !canto= as _ap Cr of surfacca -� •. a a c� � providert�o� , a-!l G-ar cep ,furthe. covenan[a;, tr= ,�-, . �,-- _ x'`• if} r ` �� r ' yo�k vichtaktas aaacc..at rear 7 sr wind o bei �pt�'nts as soon as the eanatructi 1 r ..f'"e"�' �'R?ta ■hall require •' �` location wry' .. j lat and ail such rca 4" h: s been CO be' einabove spec if in1 "G coval of rantor Pn�czur - - '�ha �:Stte•i app .E�+r r'i _ tS o ay y r � . DIithis 'moo i`t cocpozati' CITY O`. g r- , i .. - - - �•f _.. sirCI a y¢ w>,S2iINGIG:f } .� ; ' •` b"'. c the urine aida^.. n Xatary Fv :`' _'A of Ya[ch lyG2. DC_OrC RK. personally ppeared FRAA'IC. . e ioc 2L� state of_ ;,ahin„CO�;. 6uly comaissioae: and P L -- -� — rL cespeeCltiel}rofy x - , ^yvlF \eJ 50;2, to ne L�nl to be CDC- }!eJu. ind Cit7 Cie - RLZM:�I.ano.H.- —-------- - -- - - the foTrFcing InstrunEncK. the wm�icipal.Corpuracion that eatco:ed -he C:[y o: Rzu_oL•' dctd of sai6.inst usweot Co be Chc fr"e and valuatary act and . F �A :ackmyiadged th- stated tha* the, uses au: ; r <•� dr train menc.'ones add- on oath bail corporation for - :ft=e.'_ i hc_'k, rhej VGrI aUt A1'12ed Co.executc -,the Gird insCrcmCRt irtd that thi acai'k a -- c 'tt seal of said corpo at+on a cirst r:ZTSSSS my Tand •a(•d official ae" hrrcro affir.ed the. day and yeah J = N ary public,-Sa,a for thn.Stat� of liaa in ton- resid`-ng at ntnten. Va - ' ✓ixl4t'- Mgt°���.„."' .-� koq.W e� J�/.elr0 -. `, itOMyY ^-`_- Li a r n�j L• - . _. _ `� •> rrl A10RP1S J � -� - r� Y r•y Vx W� R E L E A S E O F E A S E M E N T WHEREAS, by instrument dated May 22, 1962 recorded under Reception Number 5438753, Volume 4286, Page 49, King County Recorder's Office, County of King, successor in interest to the Municipality of Metropolitan Seattle, (hereinafter "COUNTY") acquired a utility easement for the Cedar River Trunk (hereinafter "Easement"); and WHEREAS, a portion of the Easement crosses certain City of Renton property known as Cedar River Park, also known as Assessor's Parcel Number U172305-9013 and U172305-9173 (hereinafter referred to as "City of Renton Property"); and WHEREAS, the COUNTY has agreed to release said Easement in exchange for an alternate utility easement from the City of Renton and acceptable to the COUNTY; and WHEREAS, by instrument recorded under Recorder's Reception Number 9511170631, the City of Renton conveyed an acceptable alternate utility easement to the COUNTY; NOW, THEREFORE, in consideration of the mutual benefits to be enjoyed by the City of Renton and the COUNTY, the COUNTY does hereby release any and all interest in that portion of the following described Easement crossing the City of Renton Property as arising under or by reason of that certain instrument between COUNTY and the City of Renton dated May 22, 1962 and recorded under Reception Number 5438753, Volume 4286, Page 49 at the King County Recorder's Office in King County, Washington, UTILITY EASEMENT A parcel of land 10 feet wide, being 5 feet in width on each side of the centerline thereof, said centerline being more particularly described as follows: Beginning at a point on the southwesterly margin of State Highway No. 5 (Maple Valley Road) distant northwesterly thereon 30 feet from the most easterly corner of Cedar River Park as described in Condemnation Court Order No. 440308, dated April 17, 1952, on record in the office of the King County Clerk; thence S 47030,15" W 272 feet; thence S 87043'34" W 455.90 feet; thence N 88024'34" W 360.27 feet; thence N 72130'05" W 324 feet.more or less to the easterly right of way line of State Highway No. 1. S Dated this day of , 1995. COUNTY OF KING pp IL 7&"a / Pam Bissonnette Director, Department of Natural Resources STATE OF WASHINGTON) ) ss COUNTY OF KING ) On this 2 / day of 1996, before me the undersigned, a Notary Pu is in and for the State Was ngton, duly commissioned and s rn, p rsonal appeared to me known to be the A IfIlp of the COUNTY OF KING, a political subdivision of the State of Washington, that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said COUNTY for the uses and purposes therein mentioned and on oath stated that they were authorized to execute the said instrument. WITNESS my hand and official seal hereto affixed the/ay and year in this certificate above writ en.. / (D2int name) - itl Notary blic in and for th Stateof Washington, residing atIff My Commission expires F:\BBRELSE2_DOC 2 BID TABULATION SHEET Cedar River Trunk Relocation Protect - Phase III Contract WIM1-96 Conbad Subrrsital Deadlim November 21, 1995 - 10,00 a.m. - Conference Room 12A Addenda Issued: 4 TOTAL BID RANK FIRM SCH E H B $1,197,911_Q0 S256,050.00 4 1 • R.L AL1A COMPANY $1,151,400.00 $271,000.00 2 2- VOLKER STEVIN PACIFIC, INC $1.088,558.00 $307,420.00 1 3. TRI-STATE CONSTRUCTION, INC. $1,193 321.00 $249,500-00 3 4. GARY MERLlNO CONSTRUCTION CO., INC. $1,198,776.00 $795,000.00 5 5. RO?ISON CONSTRUCTION, INC. (RCI) / $1,211,400.00 5393,000.00 6 6. E_j. RODY & SOWS, INC. FRANK COLUCCIO CONSTRUCTION COMPANY S1,213,000,00 $406,600.00 7 7. $1,745,750.00 S324,720.00 8 8. PAPE & SONS CONSTRUCTION, INC. $1,494,000.00 $253,000.00 ENGINEER'S ESTIMATE: i 51,088,558.00 $307,420.Qo APPARENT LOW BIDDER. Verified as accurate by. "- Joanne Jo upeMsor Contracts Swim ft 1' zC d QSS SS:ET S66T—Tz-noN `a�_.5 x�Rr Jesse Tanner, Mayor July 19, 1996 Timothy J. Clark King County Department of Metropolitan Services 13563 SE 27th Pl., Suite B, M.S. ESC Bellevue, WA 98005 CITY OF RENTON Planning/Building/Public Works Department Gregg Zimmerman P.E., Administrator SUBJECT: CEDAR RIVER TRUNK RELOCATION, PHASE 3 PROPOSED WORK CHANGE (PWC) NO.7 AND 9 Dear Tim: I have reviewed the cost for the extra insertion pit ($4,800) and the credit for the grouting work- ($37,400)and concur with your recommendation to accept both figures. If you have any questions, call me at 277-6179. fohn D. Hobson Wastewater Utility HAW W60D0T\L.ETTERDOTBI I 200 Mill Avenue South - Renton, Washington 98055 Jm► — . . ---. .. ---. King County Dept. Of Natural Resources, Water Pollution Control Division, Construction Services JUL 821 Second Avenue, Seattle Wa. 98104 June 4, 1996 Engineering Dept. Mr. John Hobson City of Renton Utility Systems, 4th Floor 200 Mill Avenue South Renton, WA. 98055 Cedar River Trunk Project Metro Contract No. W/MO1-96 Review of Proposed Work Change (PWC) No. 7 and 9 Dear John, Attached are copies of Tri-State's price proposals for the additional insertion pit (PWC#7) and the grouting deletion credit (PWC#9) as well as my "Engineer's Estimates" for this work. I believe that the insertion pit price is very reasonable at $4,800 as it is below my estimate of $5,137.96. I recommend that we accept their $4,800 price. The grouting credit also appears reasonable. On the basis of my credit estimate of $38,034.24. I recommend that we accept this $37,400 credit. Please review this documentation at your earliest convenience and let me know if you have any questions or concerns. Please page me at 993-7932 after you have completed your review so we can discuss this matter. Sincerely, c�, 69"_� Tim Clark Resident Engineer East Satellite Construction cc: Deborah Browne-ESC Herb Carlson-ESC Eyerly Olson-ESC Mann -Ling Thibert-117 07/09/90 20:46 FAX TRI-STATE CONST 002/0'.b ■ TRI-STATE CONSTRUCTION, INC, 0( e &,t9 VIISTC'356R8 P.O. BOX 3686 • 320 - 1061h AVE. N.E. • BELLEVUE. WA 98009-3686 PHONE: (206) 455.2570 - (206) 6$2.7717 FAX (2D6) 633-5838 06/25/96 King County Dept. of Natural Resources ESC Office Bellevue, WA Ref: No. WM1-11 Attn:Tim Clank - Resident Engineer Project: Cedar River Trunk Contract: No. W/M 1-96 RE: PWC *007 - Additional Insertion Pit Dear Mr. Clark: As requested, we are providing our breakdown of the costs to install and remove an additional insertion pit. Labor (4) man crew for 4 hours $1,200 Equipment Pick-up, flatbed, backhoe and loader @ $105/hr $840. Boxes and plates $200 outside rental $300 Materials (side sewer) $200 Crushed rock $360 Telephone repair $300. Waste 40 cy @ $5.00/cy $200 Our total price for the additional pit including mark-ups is $4, 800. Please review this matter and do not hesitate to contact me with any questions you might have. Very truly yours; Tri a Construction, Inc. Tim er - Froject Manager "A n Equal Opportunity Employer" CEDAR RIVER TRUNK METRO CONTRACT NO. W/M1-96 ENGINEER'S ESTIMATE PWC#007-RELOCATE INSERTION PIT FOR 12" HDPE INSTALLATIOt JUNE 20, 1996 NO. OF LABOR OTY HRLY RATE HOURS TOTAL FOREMAN 1 $33.31 8.0 $266.48 OPERATOR 1 $33.32 8.0 $266.56 TRUCK DRIVER 1 $33.32 8.0 $266.56 LABORER 2 $28.75 8.0 $460.00 $1 ,259.60 MARKUP 20% $251.92 $1,51 1 .52 EQUIPMENT OTY RATE HRS TOTAL • MOB EQUIPMENT TO NEW PIT SITE LOWBOY TRACTOR 1 $31 .30 8.0 $250.40 LOWBOY TRAILER 1 $1 3.1 0 8.0 $104.80 10 YARD DUMP TRUCK 1 $26.90 8.0 $215.20 • FENCING FOR SECOND PIT 1 LUMP SUM $100.00 • ADDITIONAL EXCAVATION REQUIRED CAT 235 BACK HOE 1 $1 08.20 8.0 $865.60 950F LOADER 1 $39.60 8.0 $316.80 • MISCELLANEOUS EQUIPMENT USED 2 TON FLAT BED 1 $1 5.90 8.0 $1 27.20 3/4 TON PICK UP 1 $8.20 8.0 $65.60 $2,045.60 MARKUP 15% $306.84 $2,352.44 MATERIAL & MISCELLANEOUS EXPENSES OTY UNITS RATE TOTAL EXTRA CRUSHED ROCK FOR RESTORATION 45 YARDS $8.00 $" R 0.00 ADDITIONAL WASTE 40 YARDS $5.00 $2u0.00 TELEPHONE REPAIR 1 LUMP SUM $200 $200.00 $760.00 MARKUP 1 5 % $1 14.0 0 $1 ,274.00 GRAND TOTAL PWC #007 ---- > $5,137.96 07/09/96 20:47 FAX TRI-STATE CONST L¢jUUa/UU5 ■ TE CONSTRUCTIONiTRI STA INC, (�'Wolal aMA=IIIfqTRISTC'35eR8 P.O. BOX 3686 - 320 - 106th AVE, N.E. - BELLEVUE. WA 98009-3656 PHONE: (206) 455-2570 - (206) 632-7717 FAX (206) 633-6838 06/25/96 King County Dept. of Natural Resources ESC Office Bellevue, WA Ref: No. WMl-12 Attn:Tim Clark - Resident Engineer Project: Cedar River Trunk Contract: No. W/M 1-96 RE: PWC 4#009 - Credit for Grouting s Dear Mr. Clark: As requested, we are providing our breakdown of the proposed credit to delete the grouting inside the existing 42" sewer. Material Grout 575 cy @ $40/cy Labor 5 man Crew $9,800 Equipment Pick-up, flatbed, $1,400. Outside rental Grout pump 40 hr @ $80/hr $3,200. our total credit offered for the deletion of the grout is $37,400. Please review this matter and do not hesitate to contact me with any questions you might have_ Very trul yours; Tri-- to Construction, Inc. Tim Hayner - Project Manager "A n Equal Opportunity Employer' CEDAR RIVER TRUNK METRO CONTRACT NO. W/M1-96 ENGINEER'S ESTIMATE PWC#009-CREDIT FOR DELETION OF GROUTING RELINED PORTION OF 42" JUNE 20, 1996 LABOR QTY HRLY RATE #HOURS TOTAL FOREMAN (DELETE GROUTING) 1 $33.31 (40) ($1 ,332.40) LABORER (DELETE GROUTING) 4 $28.75 (40) ($4,600.00) FOREMAN (LESS STRAPPING) 1 $33.31 (24) ($799.44) LABORER (LESS STRAPPING) 4 $28.75 (24) ($2,760.00) ($9,491.84) EQUIPMENT OTY RATE FRS TOTAL FLATBED TRUCK 1 $15.90 (64) ($1,017.60) PICK UP TRUCK 1 $8.20 (64) ($524.80) CONCRETE PUMP 1 $80.00 (40) ($3,200.00) ($4,742.40) MATERIAL QTY UNIT RATE TOTAL CREDIT DELETED GROUT (600) YARDS $40.00 ($24,000.00) ADDITIONAL SS BANDING 1 LUMP SUM $350.00 CREDIT STEEL BANDING (1) LUMPSUM ($100.00) CREDIT LESS ANCHOR BOLTS (1) LUMP SUM ($25.00) CREDIT LESS ANCHOR DRILLS (1) LUMP SUM ($ 2 5.00 ) ($23,800.00) GRAND TOTAL PWC #009------ > ($38,034.24) M THE CITY OF RENTON DEPARTMENT OF PLANNING/BUILDING/PUBLIC WORKS FOURTH FLOOR 200 MILL AVENUE SOUTH RENTON, WASHINGTON 98055-2189 FAX: 235-2541 To: -1—%" Company: IL_C, hje-pzo Phone: Fax: 4084-- 7-09e From: Company: n' ,TY o F c-1. Tvl'j Phone: Fax: Date:, Pages including this cover page: Comments: it >EcsE Cu , ,kc.-r At- op r-idv�c ��ES'rlo►.LS Ht s �1�M�3 t S Z-77- Moziu;; It 714- cos80 , q- REPAIR CONC SS CURB, 30't wMNOTE 2 2 lol o0 - NOTE i- SR FILL AND ABAN - - - EX BORE HOLE o rEX R/W N o, (yO \ 'A/ I CV A E F a 169 46�C9s PROTECT HE[ 0 cil u � ' ......................................... - Iv— ° G° I C � 6" SD C106 N I —11A +ry9 e ST 1 97 / N 1 92 0.76 cA � —� E 1 634 9.46 oiE 40' De oae. 0 4 G00 6'S0� 10", ,D — CONSTRUCTION ZONE PROTECT CONC CURB STA 13+00 TO STA 14+25 SEE SPEC SEC 0251" / r �R OVE AND REBUILD --'COP URB AND GUTTER TO TRENCH WIDTH LIMIT (TYP) 20 0 20 40 60 °o FEET (1"=20') ss 99. e- REMOVE'V CURB, ,STA 16+92, SE 02510 (TYI L�` f CI Y OF RENTON Earl Clymer, Mayor Via Telecopier September 18, 1995 Ms. Mann -Ling Thibert, P.E. Engineering Services Division METRO 821 Second Avenue, MS 117 Seattle WA 98104-1598 Re: CEDAR RIVER TRUNK PROJECT CEDAR RIVER RELOCATION, PHASE III REVIEW COMMENTS Dear Ms. Thibert: Community Services Sam Chastain, Administrator fur,,9 SEP 1 s 1995 Ci _rIc"l r)S' hr This letter is a follow-up to our telephone conversation early this morning regarding the above - referenced project. My comments pertain to Plan and Profile Sheets C 104 and C 105, and Specification No. 02900, Landscaping. As we discussed the City of Renton has very recently constructed a new reader board at the same location as the reader board identified on Plan Sheet C105. There is new wiring at this location in a conduit. It is not fiberoptics, but is similar to fiberoptics. As I indicated, Michael Nolan (at telephone number 277-5528) has the best information as to the location of this wiring. We advise a utility locater prior to work in this area. We also discussed the "strip/roll and store sod" note on Plan Sheet C 105. This note needs to be revised to "remove and replace with new sod." As I indicated, the City of Renton currently purchases sod from Emerald Turf in Auburn. The sod mix is 50% Perennial Rye Grass, 30% Kentucky Bluegrass, and 20% Creeping -Red Fiscue. Sod cannot be stored over a period of time because the life span for this procedure is typically one week. As we discussed, your contractor would most likely be storing this sod for a long period of time. In addition, I indicated that at the preconstruction conference we could talk about the possibility of Renton's Parks Maintenance crews removing the sod for the contractor. In return, the City would utilize the sod at other locations throughout the park system. 200 Mill Avenue South - Renton, Washington 98055 8 This paper contains 50 % recycled material, 25 % post consumer Ms. Mann -Ling Thibert, P.E. September 18, 1995 Page 2 Lastly, in the landscaping specification a reference is made to a seed mix comprised of 80% Perennial Rye Grass and 20% Kentucky Blue Grass. Should Metro's contractor conduct hydroseeding in the Renton parks system, we request that a seed mixture consistent with the Parks system be utilized. We would like to coordinate that seed mixture with you and your contractor. Please call me at 277-5549 if you have any questions. Sincerely yours, Leslie A. Betlach Parks Director LAB/dlf cc: Sam Chastain, Community Services Administrator Dennis Frink, Parks Maintenance Manager Al Dieckman, Parks Maintenance Supervisor John Hobson, PB/PW Utility Systems Engineering Specialist 3 c:\fiIesNdeanna\95-115DF.DOC 41 wic Jesse Tanner, Mayor August 1, 1996 CITY OF RENTON Planning/Building/Public Works Department Gregg Zimmerman P.E., Administrator Tim Clark King County Dept. of Natural Resources Water Pollution Control Division, Construction Services 13563 SE 27th PL - STE B, M/S ESC Bellevue, WA 98005 SUBJECT: CEDAR RIVER TRUNK PROJECT: MANHOLE LID SWAP Dear Tim: Per our discussion and your fax today, I agree with adding the work to replace the' existing "Metro" manhole lids with non -Metro labeled lids. I also agree with the cost of $3,000 for the work. Sincerely, Jo n D. Hobson Wastewater Utility H: DOCS:96-504:JDH:ps FAX TRANSMITTAL MEMO I# a .a» / A.�E,• �, �59w 200 Mill Avenue South - Renton, Washington 98055 m King County Dept. Of Natural Resources Water Pollution Control Division Construction Services 821 Second Avenue, Seattle Wa. 98104 August 1, 1996 Mr. John Hobson City of Renton Utility Systems, 4th Floor 200 Mill Avenue South Renton, WA. 98055 Cedar River Trunk Project Metro Contract No. W/M01-96 PWC#010-Manhole Lid Swap Dear John, AUG CITY OF REIN i GiV Engineering Dept Per our discussion this morning, Tri-State Construction has agreed to remove and replace the manhole lids on the sewer line we are turning over to the City o f Renton for a cost of $3,000. They will supply and install thirteen (13) lids on existing manhole R10-1 through manhole R10-10. They will remove and deliver the "Metro' labeled lids to o u r Duwamish Pump Station. Their price does not include modifying any of the n e w lids. Please write me a memo documenting your agreement to this arrangement for my files. Thanks for your cooperation in this matter. Sincerely, C54 C&k Tim Clark Resident Engineer East Satellite Construction cc: Deborah Browne-ESC Herb Carlson-ESC Eyerly Olson-ESC Mann -Ling Thibert-117 AUG- 1-96 THU 14:45 METRO EASTSIDE FAX NO. 6842098 P.01 King County Dept+ Of Natural Resources Water Pollution Control Division Construction Services 821 Second Avenue, Seattle Wa. 98104 August 1, 1996 Mr. John Hobson City of Renton Utility Systems, 4th Floor 200 Mill Avenue South Renton, WA. 98055 Cedar River Trunk Project Metro Contract No. W/M01-96 PWC#010-Manhole Lid Swan Dear John, Per our discussion this morning, Tri-State Construction has agreed to remove and replace the manhole lids on the sewer line we are turning over to the City o f Renton for a cost of $3,000. They will supply and install thirteen (13) lids on existing manhole R10-1 through manhole R10-10. They will remove and deliver the "Metro" labeled lids to our Duwamish Pump Station. Their price does not include modifying any of the n e w lids. Please write me a memo documenting your agreement to this arrangement for m y files. Thanks for your cooperation in this matter. Sincerely, Tim Clark Resident Engineer East Satellite Construction cc: Deborah Browne-ESC Herb Carlson-ESC Eyerly Olson-ESC Mann -Ling Thibert-117 Post -it® Fax Note 7671 Date $ I pagges� To From. Co./D44. Co. Phone # Phone # Fax #� �� / Fax # From : COMPANY ri io0 AC No. : -200 5715 1345 Jul. 10 1590 11 : ©GAM rol -' �iI mET Ro Municipality of Metropolitan Seattle 821 Second Ave., Seattle WA 98104 DATE SFNT July 1 TRANSMITTED TO- John Hobson City of Renton Fax No. 235-2541 TRANSMITTED FROM: Construction Services Divislon-East Satellite Office Tim Clark (Name) (206) 684-1989 E.S.C. (Phone) (Mail Stop) rACSIMILE TRANSMISSION NUMBER: (206) 684-2098 NO. OF PAGES TRANSMITTED: 6 (INCLUDING COVER SHEET) FOR INTERNAL STAFF USE; PROJECT: Cedar River Trunk Metro Contract No. W/M 1-9 G ARMS/TASK NO.: SUBJECT: NOTES: John-Ilere is the information we discussed. Please page me at 993-7932 if you have any questions. 'I hanks. CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: July 19, 1996 TO: John Thompson FROM: John Hobson SUBJECT: Inspection of sliplining of original Metro Cedar River Trunkline (Cedar River Park to Burnett Avenue North) Would you please schedule an inspection of the above referenced sewer for Wednesday, July 24 have enclosed a map of the line. MEMO.DOT/ CITY OF RENTON Jesse Tanner, Mayor July 2, 1996 Timothy J. Clark King County Department of Metropolitan Services 13563 SE 27th Place, STE B, M/S ESC Bellevue, WA 98005 Planning/Building/Public Works Department Gregg Zimmerman P.E., Administrator SUBJECT: CEDAR RIVER TRUNK RELOCATION; PHASE 3 SLIP -LINE OF ORIGINAL TRUNK LINE Dear Tim: Per our conversation on June 27, 1996, the City of Renton agrees with revising the strapping of the 12" HDPE slip line to the following requirements: • Straps shall be placed at the point where the pipe enters and exits manholes; and • Straps shall be placed on each side of the HDPE line where a side sewer connects to it. If you have any questions, please call me at (206) 277-6179. Sincerely, ohn D. Hobson Wastewater Utility H:D0CS:96-443:JDH:ps 200 Mill Avenue South - Renton, Washington 98055 CW Jesse Tanner, Mayor June 21, 1996 Timothy J. Clark King County Department of Metropolitan Services 13563 SE 27th Place, STE B, M/S ESC Bellevue, WA 98005 CITY OF RENTON Planning/Building/Public Works Department Gregg Zimmerman P.E., Administrator SUBJECT: CEDAR RIVER TRUNK RELOCATION; PHASE 3 SLIP -LINE OF ORIGINAL TRUNK LINE Dear Tim: Per our conversation, this letter is the City of Renton's authorization to delete the grout for the slip -lining process in the original trunkline. As we agreed, anchoring for the pipe shall be done using stainless steel straps and bolts on 15 foot centers. Anchoring of the slip -lining pipe through the ductile iron portion of the trunkline shall be accomplished by a method to be determined at a later date. The City also requests that the contractor install an 8" ductile iron side sewer and clean out from Houser Way North to Manhole R10-6 using the same trench which will be used to insert the slip - line. The City of Renton will supply the pipe and cleanout for this project. Please keep me informed of the negotiations concerning a reimbursement for the cost of the grout and the costs associated with the installation of the side sewer and the extra slip -line pit. If you have any questions, please call me at (206) 277-6179. S' erely, J D. Hobson Wastewater Utility H:DOCS:96-411:JDH:ps 200 Mill Avenue South - Renton, Washington 98055 ,r. i THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS TRANSPORTATION SYSTEMS DIVISION 200 Mill Avenue South, 5th Floor Renton, WA 98055-2189 Phone (206) 235-2621 FAX TRANSMITTAL DATE: June 3, 1996 TO: Tim Clark Metro FROM: Bryson Huie Desk (206) 277-6222 Fax (206) 277-4428 SUBJECT: Cedar River Trunk, Metro Contract No. W/M1-96 Number of pages including cover sheet: 2 Tim, I have approved the traffic control plan for Houser Way and Burnett Avenue North. I will need a final date of when you plan to close the lanes on Houser Way so I can notify our Police and Fire Departments. You will need to have the contractor notify 911 from a local phone or from 854-2005 from a cell phone one(1) day before closure of lanes. Also, please notify Renton Parks Department two weeks prior to construction. *'*If more than two lanes are needed and closure of Houser is necessary a new plan would be required along with a notification. If you have any questions give me a call. Thanks. From COMPANY PHONE No. : 206 575 1345 Jun.04 1996 9:46AM P01 ti M -T R 1 Municipality of Metropolitan Seattle 821 Second Ave., Seattle WA 98104 L u I III 4a g ►ml 0A ► ■441 DATE SENT: June 4, 1996 TRANSMITTED TO: Bryson Huie Fax No. 277-4428 TRANSMITTED FROM: Construction Services Division -East Satellite Office Tim Clark (Name) (206) 684-1989 E.S.C. (Phone) (Mail Stop) FACSIMILE TRANSMISSION NUMBER: (206) 684-2098 NO. OF PAGES TRANSMITTED: 4 (IN FOR INTERNAL STAFF USE: PROJECT: Cedar River Trunk Metro Contract No. W/M1-96 ARMS/TASK NO.: SUBJECT: NOTES: From = COMPANY PHONE No. : 206 575 1345 Jun.04 1996 9:46AM P02 LETTER OF TRANSMITTAL KING COUNTY DEI'I. OF NATURAL R13SOURCES WATER POLLUTION CONTROL DIV. CONSTRUCTION SERVICES @1821 SECOND AVE., SEATTLE WA 98104 TO. CITY OF RENTON TRANSPORTATION OPERATIONS 200 MILL AVLNUE. SOUTH RENTON, WA. 98055 WE ARE SENDING YOU THE FOLLOWING: ® ATTACHED UNDER SEPARATE COVER COPIES DATE DWG. NO. DESCRIPTION 1 6/4/96 TRAFFIC CON I RUL PLAN FOR 1 ST AVE BETWEEN WILLIAMS & BURNETT 1 6/4/96 TRAFFIC CONTROL PLAN FOR HOUSER WAY THESE ARE TRANSMITTED ❑ FOR APPROVAL ® FOR REVIEW AND COMMENT ❑ FOR YOUR USE AND INFORMATION ❑ OTHER: ❑ AS REQUESTCD BRYSON, HERE'S i RI-S I A I k'S TRAFFIC CONTROL THEIR RELINING PROJECT. PLEASE REVIEW AND COMMENT AS SOON AS POSSIBLE. YOU CAN PAGE ME AT 993-7932 IF YOU HAVE ANY QUESTIONS OR COMMENTS- SIGNATJJJJ E /% TITLE DIVISION �J 1 !� _ RESIDENT ENGINEER EAST SATELLITE CONSTRUCTION m w 57 Cl r, m m m v m c h Ln Ln r- Ln 0 m CV 0 z w z O w r z Q w E O E 0 w t �uf-;"w6 iU �y C �, PL T c 3 E.>•,�.�,#�..—ems c J' .jo -t ; ,� �s P4-A•J tjU reej�r,.40 o+ Jv►�` cc � V" 29f� W il� J e vS l I ` E,rf37~ IS O:. `Tr �� 5 oEuAc[ 1 -" c�% :�.r75 c✓� a� ✓ (,..lG ?�Oi ��ifs (_ ✓ j ; U • I 5 i S Co • �� Ca TT S Clr: L� Lo ;. Lt0 A� �5 cojsrlLJ�'r r�-Jb vo�C 74` ... .fir r-+A- R io -1 MN XA074, 77:S pYi;wr+ er A� E - �7L-- Viso AIN (Z) 5 aR,S�,�fL GEO� �I�i�. 7'?,J.cl►C la,v> Cles./ � �lbii" 4 A:7� ,kfpb go4winG �wwts W1ii l - 9% �Z✓�* M/G ?CAD C���I- �,csr�-ry./, 't s O F O co ry ;��ol U) m N 0 Z w Z 0 a } Z CE E 0 V 0 LL s � T'• 77AtrJ lb lb i 1�z BEGIN HDP\\ SLIP LINING IX- NJ��'L s\ 438.91 S = . 004 17*Z�/ T7Glrr+L TERMINATE NEW 12" HDPE AS IT ENTERS THE EX MANHOLE. DO NOT RECHANNEL MANHOLE. A, IV RID - ?; M H SCALL BY: WE7 so;y_96 c,�o,4t R-)JU- 77t)-.X-m P�o1Lc7-' c" A4 A l a4k s77f t. X THE CITY OF RENTON DEPARTMENT OF PLANNING/BUILDING/PUBLIC WORKS FOURTH FLOOR 200 MILL AVENUE SOUTH RENTON, WASHINGTON 98055-2189 FAX: 235-2541 To :`- C`az►� Company: wA-re - roL.wr7o,j c,,Ar;zoL_. cones, 5CT2�✓,c�5 Phone: i,�907 Fax: rv'S¢— zo58 From: -Jok" +",,—f Company: Phone: Fax: Date: Pages including this cover page: Z Comments: Q�2- Ott d�•A ! 1C 1 HU ..., e Submittal/Transzniffal I Item No. P/C FEB 2 0: ivJi� Tri—State Construction, Inc. P. 0. Box 3686 Bellevue, WA 98009 Contract No. W/mi-96 Subcontractor or Supplier: Thlz socllon to be completed by Conirsclor. Conlraclor'z Spo��cyy. Paragraph Cal. or Dwg. No. Doccrlpllon of Item J Contractor certifies to Review of Submittal, Verification of Field Measurements and Compliance with Contract Documents. " W a-�� Dalo Roma/fks: �— r TµK. �� �i,�u../t7 w �' � i¢77cJ2- � 7-W aIs G,,.-7 L9-T�.,>� Submittal No. _ /% Date �119/96 Rebmit'a' 2P,e;4u5 Sutllal No. ThIs Sacllon To So Completed By Molro Coppfez Rovfew Subm. Action floloa GJ �7 ,ev/,v 197,4,_j //o t_c o+ A� !2T" iew Actlon Distribution: By (Print) Dale s taken ❑ Initial Review Completed g FComments ❑ ttached —omments Allached — Resubmit ❑ S Rejected ❑ Engineering Support Group ' P - Parlial Submittal Final Revieve C — Complete Submittal Returned to Conlraclor LETTER OF TRANSMITTAL KING COUNTY DEPT. OF NATURAL RESOURCES WATER POLLUTION CONTROL DIV. CONSTRUCTION SERVICES @821 SECOND AVE., SEATTLE WA 98104 TO: CITY OF RENTON TRANSPORTATION OPERATIONS 200 MILL AVENUE SOUTH RENTON, WA. 98055 WE ARE SENDING YOU THE FOLLOWING DATE FILE/CONTRACT NO. FEBRUARY 20, 1996 I W/M1-96 TO ATTENTION OF: ATTACHED JOHN D. HOBSON ❑ UNDER SEPARATE COVER COPIES DATE DWG. NO. DESCRIPTION 1 2/20/96 SUBMITTAL #017-SEDIMENTATION TANK FOR SUMP DISCHARGE THESE ARE TRANSMITTED: ❑ FOR APPROVAL ❑ FOR REVIEW AND COMMENT ❑ FOR YOUR USE AND INFORMATION ❑ OTHER: ❑ AS REQUESTED REMARKS JOHN, HERE'S THE SEDIMENTATION TANK FOR TRI-STATE'S WORK ON OUR CEDAR RIVER TRUNK PROJECT THAT WE DISCUSSED. I UNDERSTAND THAT YOUR INSPECTOR WILL LOOK AT THE TANK IN THE FIELD. PLEASE REVIEW THIS SUBMITTAL AND FAX YOUR SIGNED COPY AND COMMENTS TO ME AT 684-2098. 1 CAN BE REACHED AT 684-1989 IF YOU HAVE ANY QUESTIONS. THANKS, TIM CLARK. SIGNATF�j�� TITLE RESIDENT ENGINEER EASTISATELLITE CONSTRUCTION ,5. ? , /O, 5' 3,2" Z.0, OUTLET Ta /Z' S721R `9 D,PA /A1 W/7W ELEPf/A.c/T 1--v41Avk Tb lVO7-.6- = &E rP-4,' Al PC5-wloa5 SCALE: A / rs APPROVED BY: DRAWN BY D D DATE: Z - ,/ 6 _ REVISED --W11,/�,vT T NK / G� P_ /✓J/�/O fic L!J sl'r' =( f/V � DRAWING NUMBER (R) King County, M.S. 125 Exchange Building • 821 Second Avenue • Seattle, Washington 98104-1598 • (206) 684-1327 VIA FAX AND UPS GROUND January 26, 1996 Ron Agostino Tri-State Construction, Inc. 320 106th Avenue NE Bellevue, Washington 98004 FEB -1 1366 CITY OF RE!NTON Eng;,DeAts Notice to Proceed - Cedar River Trunk Project, Contract W/Ml-96 Dear Mr. Agostino: Tri-State Construction, Inc. ("Tri-State") is hereby notified to proceed effective February 5, 1996, with the work defined under Contract W/M1-96 and prosecute the work with such diligence that all work is completed and ready for use within the Contract Time set forth in the Contract Documents. The Engineer assigned to this Contract is Ms. Deborah Browne (206) 684-1825. The M/ WBE Contract Compliance Specialist assigned to this Contract is Mr. Willie Winston, Jr. (206) 684-1373. Counterpart Copy No. 2 of the Contract is enclosed for your file. Also enclosed is the bid guaranty submitted by Tri-State. Very truly yours, Paul Tanaka Director of Natural Resources PT:mh Enclosure JAN- 8-96 MON 15:26 METRO EASTSIDE FAX NO. 6842098 P.01 6:1'T1ETR0 Municipality of Metropolitan Seattle Exchange Building - 821 Second Ave. - Seattle, WA 98104-1598 - (206) 684-2100 January 8, 1996 W/M1-01 Tri-State Construction, Inc. 320 106th Avenue NE Bellevue, WA 98004 ATTN.: Mr. Ron Agostino Cedar River Trunk Project Metro Contract No. W/M1-96 Prgponstruction Qgnfgrence Confirmglion Gentlemen: Post -it' Fax Note Phone 7677 loace/ 9 Phone # ZG Pages I ! This is to confirm, as per discussion with your office, that the preconstruction conference for the above -referenced project will be held at the following address: 13563 SE 27th PI, Suite "B" Bellevue, WA 98005 The meeting will begin at 9:00 a.m. on Thursday, January 18th; and will be approximately one (1) hour in duration. It is necessary that the Field Supervisor, that you have designated for this project, be present at this meeting. Outside Agencies affected by this work have also been notified. If you want you Subcontractors to be present, it will be your responsibility to notify them of this meeting. As required by the contract documents, please submit your draft construction schedule at this meeting. If you have any questions or need further information, please contact me at 684-1822. Sincerely, (X4' aa_� aire Olsen, Secretary East Satellite Construction Office D cc: Ms. D. Browne - ESC Mr. Tim Clark - ESC Mr. Eyerly Olson - ESC Ms. Mann -Ling Thibert - 117 Mr. Garret Dong - ESC Mr. John Hobson - City of Renton PRECONSTRUCTION CONFERENCE CONTRACT NO. W/M1-96 CEDAR RIVER TRUNK PROJECT DATE: JANUARY 18, 1996 9:00 A.M. __ _ _ .. ... .:.:.. ..:::.: < ; :.. ......... ......__. ...... _ ......... ......._......._..... _ __ _ .............. ;:. Pit::::»......:>:; ° :;,.; ..... ................................................................... _.............................................._ :'..,::.:.::..:;:.> ,.. .: /AA/i,A/C-7 -7-P 7{Z 6 1 � q - [� �I L �. m f�05� / Y C�� k=�71 lUf f - -, /C s 2 i'-% SSC �� rJ A S7 i1- r 277--� zzZ. oµ� So� �i DF —uTotiJ - k�sT� Z:-7 - 6, 17 �2i- S;�T455-Zs. m ESC FAX NO. 684-2098 Kind; County I)cpartment of Metropolitan Services (: ontracts NI.5. 125 Exchange Builditg • 821 Secuiid AviI?t:e. • Seattle, birasbington 981041.598 * (22N6) 6841. +27 VIA FAX AND UPS GROUND December 29, 1995 Ron Agostino Tri-State Construction, Inc. 320 106th Avenue NE Bellevue, Washington 98004 Notice of Award - Cedar River Trunk Project, Contract W/M1-96 Dear Mr. Agostino: On behalf of the King County Department of Metropolitan Services ("Metro'), I am pleased to notify you that Metro hereby accepts the bid from Tri-State Construction, Inc. ("Tri-State"), submitted and opened on November 21, 1995, and hereby awards Contract W /M1-96 in the amount of $1,395,978 to accomplish both Schedule A and Schedule B to Tri-State. We are enclosing counterpart copies 1 and 2 of the Contract Document. Please sign, date and complete the following documents in both copies of the Contract: 1. Agreement in Section 00510. 2. Performance and Payment Bond in Section 00610. In addition, please have your surety complete the applicable parts of the bond and provide the required power of attorney. No revisions, changes or modifications shall be made to the bond. The insurance requirements are set forth in Paragraph 00710-5.02 of the Contract. Enclosed are copies of that paragraph and instructions for completing a certificate of insurance to assist you and your insurance company or broker in providing the appropriate certificate of insurance. r As soon as possible, but not later than ten (10) calendar days after receipt of this �lotice of Award, please return both signed copies of the Contract, including the Performance and Payment Bond and certificate of insurance, to: Attention: Joanne D. Jones - M.S. 125. King County Department of Metropolitan Services Exchange Building 821 Second Avenue Seattle, Washington 98104 December 29,1995 Tri-State Construction, Inc. Page Two Upon receipt of all properly completed documents, Metro will sign both copies of the Contract and return one signed copy to Tri-State. Tri-State is requested to complete the attached Work Force Profile Statement and submit it to the Metro's Contract Compliance Office-M.S. 107, 821 Second Avenue, Seattle, Washington 98104, not later than ten (10) calendar days after receipt of this Notice of Award. In addition, the Work Force Profile Statement for Subcontractors and the Subcontractor's Sworn Statement Regarding Equal Employment Opportunity, also attached, is to be completed by each sub- contractor and submitted by Tri-State to Metro's Contract Compliance Office at least five (5) days prior to the time each subcontractor commences work. If you have any questions about what is required or need additional time, please contact Ms. Jones at (206) 684-2010. Very truly yours, %J4- Maureen Welch fr"' Acting Director of Technical Services MW:mh Enclosures BID EVALUATION CONFERENCE ATTENDEES LIST CEDAR RIVER TRUNK PROJECT CONTRACT W/M1-96 December 6,1995 - 2:00 p.m. - Conference Room 12A NAME 6- /fl 44 oz�41 Aju /A / FIRM / TELEPHONE NUMBER S�c,�-� 4�SS ZS7a 1-7,7ZI /-5-"�2-/sue :'0, Earl Clymer, Mayor CITY OF RENTON Planning/Building/Public Works Department Gregg Zimmerman P.E., Administrator November 30, 1995 Mann -Ling Thibert Municipality of Metropolitan Seattle 821:Second Avenue Seattle, WA 98104-1598 SUBJECT: CEDAR RIVER TRUNK RELOCATION PROJECT; PHASE III BID SCHEDULE B Dear Mann -Ling: This letter serves as the City of Renton's acceptance of the bid price for Schedule B of the above - referenced project and recomendation to award this schedule to the apparent low bidder of Schedule A, Tri-State Construction, Inc. If you have any questions, please contact me at (206) 277=61.79. Sincerely, J D. Hobson . . Wastewater Utility EDOCS:95-1004-JDH:ps 200 Mill Avenue South - Renton, Washington 98.055 Am. - RENTON CITY COUNCIL November 6, 1995 City Clerk's .Office Referra'[s ADMINISTRATION Citizen petition and request for stop sign at Taylor Ave NW and Stevens Ave NW BOARD OF PUBLIC WORKS Street vacation request, SW 12th St/Maple Ave SW (Sheridan, VAC-95-005) CITY ATTORNEY AND INSURANCE SERVICES CRT-95-007, Strasser v. Renton MAYOR AND CITY CLERK Metro easements for Cedar River trunk line project First amendment to the Renton Cities/Communities in Schools agreement with the Renton School District TRANSPORATION (AVIATION) COMMITTEE Citizen petition and request for stop sign at Taylor Ave NW and Stevens Ave NW Annual on -call transportation planning services contracts UTILITIES COMMITTEE Starcom Master Permit for fiber optic cable (collateral assignment to AT&T, CAG-93-105) 1996 rates ORDINANCES FOR SECOND AND FINAL READING: a. Hillcrest Elementary School rezone from P-1 to R-10 (1st reading 11/6/95) b. North Highlands Neighborhood Park rezone from P-1 to R-10 (1st reading 11/6/95) c. Highlands Neighborhood Center rezone from P-1 to R-8 (1st reading 11/6/95) d. Highlands Annex rezone from P-1 to R-8 (1st reading 11/6/95) e. Highlands Elementary School rezone from P-1 to R-8 (1st reading 11/6/95) f. Temporary Use Permit changes (1st reading 11/6/95; ordinance and summary ordinance) PUBLIC HEARINGS: 11/20/95 — Petition to vacate a portion of an alley on SW 12th St at Grady Way SW, Snyder/Sound Ford, (VAC-95-003) 11/27/95 — 1996 Budget 11/27/95 — 1996 Property Tax Rates 11/27/95 — Petition to vacate a portion of SW 12th St and Maple Ave SW, Sheridan (VAC-95-005) RENTON CITY COUNCIL Regular Meeting November 6, 1995 Municipal Building Monday, 7:30 p.m. Council Chambers MINUTES CALL TO ORDER Mayor Earl Clymer led the Pledge of Allegiance to the flag and called the meeting of the Renton City Council to order. ROLL CALL OF TIMOTHY SCHLITZER, Council President; JESSE TANNER; RICHARD COUNCILMEMBERS STREDICKE; KATHY KEOLKER-WHEELER; TONI NELSON; BOB EDWARDS; RANDY CORMAN. CITY STAFF IN EARL CLYMER, Mayor; JAY COVINGTON, Executive Assistant to the ATTENDANCE Mayor; ZANETTA FONTES, Assistant City Attorney; MARILYN J. PETERSEN, City Clerk; GREGG ZIMMERMAN, Planning/Building/Public Works Administrator; JANA HUERTER, Principal Planner; ABDOUL GAFOUR, Civil Engineer; COMMANDER ROB SOFIE, Police Department. PRESS Irene Svete, Valley Daily News Charmaine Adsero, Renton Reporter APPROVAL OF MOVED BY SCHLITZER, SECONDED BY EDWARDS, COUNCIL COUNCIL MINUTES APPROVE THE MINUTES OF OCTOBER 23, 1995, AS PRESENTED. CARRIED. PROCLAMATION A proclamation by Mayor Clymer was read declaring the month of November, November, 1995 - Free 1995, to be Free Enterprise Month in the City of Renton, and encouraging all Enterprise Month residents to join in the important observation that our nation's free enterprise system enables citizens to choose the career of their choice, and bestows upon them the right to own private property and the freedom to profit. MOVED BY STREDICKE, SECONDED BY NELSON, COUNCIL CONCUR IN THE PROCLAMATION AS READ. CARRIED. Jenny Twaddle accepted the proclamation on behalf of Hazen High School's DECA program. SPECIAL Planning/Building/Public Works Administrator Gregg Zimmerman stated that PRESENTATION the City's noise consultant has delivered a final report on the readings taken at Police: Castle Rock the Castle Rock Restaurant & Lounge. As a result, today the City issued Restaurant & Lounge three criminal misdemeanor citations to Castle Rock for violating Renton's noise ordinance on three separate occasions. Mr. Zimmerman also reported that the Hearing Examiner has scheduled a meeting on November 16th between the City Attorney and Castle Rock's legal representation to clarify the procedure for and the issues involved in the appeals of the administrative determinations regarding this business. Continuing, Mr. Zimmerman said five complaints were received this past weekend regarding noise at Castle Rock. On October 28th, police received notice of a ten- to twelve -person fight that reportedly involved a gun. Mr. Zimmerman concluded that according to the State Liquor Control Board, Castle Rock has committed four administrative violations of its liquor permit, and the Board is recommending cancellation of the license as a penalty. Councilman Stredicke noted that although residents have repeatedly complained about the loud bass noise issuing from music inside Castle Rock's building, the consultant's noise report does not address this particular November 6. 1995 Renton City Council Minutes Page 413 disturbance. Mr. Zimmerman agreed to check with the consultant on this issue. AUDIENCE COMMENT Chuck Rogert, 1633 S. Eagle Ridge Dr., Renton, 98056, noted that Castle Citizen Comment: Rogert Rock has been in business for five months now, and consequently the well- - Castle Rock Restaurant being of nearby residents is in danger as they continue to lose sleep. Saying & Lounge that an apparent gun shot was fired on October 28th, Mr. Rogert emphasized the gravity of this situation given its occurrence adjacent to residential homes. He felt that Castle Rock does not belong in its current location and said this business is obviously different from the previous Elks use as no Elks event or gathering ever prompted the kind of disturbance that occurred on October 28th. Citizen Comment: LaKous Ed LaKous, 1633 S. Eagle Ridge Dr., Renton, 98056, aired a videotape of - Castle Rock Restaurant Castle Rock parking lot activities he filmed from his balcony about three & Lounge weeks ago. The tape illustrated the loud, piercing noise of a car alarm that sounded for several minutes. Mr. LaKous noted that even though Castle Rock management recently installed signs in its parking lot warning patrons not to play car radios, park illegally, or allow car alarms to sound, these actions are continuing. Citizen Comment: Russell Chuck Russell, PO Box 59433, Renton, 98058, noted that according to the - Castle Rock Restaurant noise report prepared for the City, Eagle Ridge residents have been subjected & Lounge to loud sounds of patrons yelling and of car stereos, alarms and horns sounding, among other noises. He felt that Castle Rock management was showing extreme disrespect for the City and Eagle Ridge .residents alike. Responding to Mr. Russell, Mr. Zimmerman said to the City's knowledge, Castle Rock has not yet responded to the demand that it either submit a plan for replacing vegetation that was removed without a permit, or obtain the required permit. Citizen Comment: Malcolm Thomson, 20300 - 131st Pl. SE, Kent, 98058, vice president for Thomson - '95 Council Local 21-R, thanked the Council and mayoral candidates for meeting with the and Mayoral Candidates union to share their views. He looked forward to working with the Council and the Administration in the new year. Citizen Comment: Richter Marjorie Richter, 300 Meadow Ave. N., Renton, 98055, entered a letter into - Temporary Use Permit the record from herself and Versie Vaupel, PO Box 755, Renton, 98057, Ordinance regarding the proposed changes to the temporary use permit ordinance. The letter said some limitations or restrictions are needed regarding the types of uses that can locate on vacant lots next to residential housing. It suggested that uses with significant impacts be differentiated from smaller uses, and that the larger uses be required to pay more than a $100 fee for a temporary use permit. The letter also said that: time periods for most temporary uses are too extensive; temporary parking lots should not be allowed to impact residences or small businesses; and the Hearing Examiner should be responsible for decisions on uses having larger impacts so the public would be assured adequate notice. MOVED BY STREDICKE, SECONDED BY CORMAN, COUNCIL SUSPEND THE REGULAR ORDER OF BUSINESS AND ADVANCE TO THE PLANNING AND DEVELOPMENT COMMITTEE REPORT ON THIS ISSUE. CARRIED. November 6. 1995 Renton City Council Minutes Page 414 Planning & Development Planning and Development Committee Chair Stredicke presented a report Committee regarding temporary use permits. The Committee reviewed the amended Building: Temporary Use language to the temporary use permit ordinance. Those amendments are: Permit Process 1) include a separate section on the appeal process so that appeals on decisions to approve or deny the temporary use permit and on revocations will be made to the Hearing Examiner, with appeals of the Hearing Examiner's decision to be made to the City Council; and 2) require sites to be posted with a sign that displays information about the proposed temporary use, with the date of the decision and the appeal period clearly marked. The installation of the sign will be the responsibility of the applicant and the sign shall be posted by the time of the decision. The Committee recommended that these changes be made to the ordinance and that the ordinance as amended be placed on the agenda for first reading. MOVED BY STREDICKE, SECONDED BY KEOLKER-WHEELER, COUNCIL CONCUR IN THE COMMITTEE REPORT.* Correspondence was read from Elizabeth J. Warman, Manager, Local Government Relations for The Boeing Company, PO Box 3707, Seattle, 98124, expressing Boeing's support of the proposed changes to the temporary use permit ordinance. Jana Huerter, Principal Planner, displayed a mock-up of the type of sign that will be installed on all potential temporary use permit locations for public information. Responding to Councilman Stredicke, Ms. Huerter explained that after a decision was made to grant a permit, the sign would be posted and the appeal period would begin. Councilman Tanner expressed concern with the vague language contained in section 7.b. of the ordinance, which states that "The Planning/Building/Public Works Administrator or designee may approve a Temporary Use Permit for up to one year for temporary sales or rental offices in subdivisions, multi -family or non-residential projects, or other longer term uses." Mr. Tanner said failing to specify these "other longer term uses" would inappropriately leave such approvals up to the judgment of one staff member. *Moved by Tanner, seconded by Corman, Council amend the committee report to strike the words "or other longer term uses" from section 7.b. of the temporary use permit ordinance.** Ms. Huerter gave several examples of what might constitute a longer term use, such as the temporary building erected by South End Auto Wrecking last year following the fire that destroyed their permanent building. Other examples would be office trailers in a zone that would otherwise not allow them, or a temporary storage yard for a utility project. Councilman Tanner noted that if these examples can be described verbally in this setting, they can also be set out in writing in the ordinance. Ms. Huerter added that language contained in paragraph 10 of the ordinance provides that if a temporary use is determined at any time to be a nuisance, the permit could be revoked. Councilman Edwards opposed the amendment, saying that the ordinance should have some flexibility and it is probably not possible to anticipate and specify all the longer term temporary uses that would be appropriate. Council President Schlitzer agreed, saying that the appeal process and the ability to revoke permits, together constitute an adequate safety net for the protection of adjacent areas. Mr. Tanner replied that having observed the City's appeal process in action, he was not reassured by it. November 6 1995 Renton City Council Minutes Pan 415 "Roll call on motion to amend the committee report: Three ayes (Tanner, Stredicke, Corman); four nays (Schlitzer, Keolker-Wheeler, Nelson, Edwards). Failed. MAIN MOTION TO APPROVE THE COMMITTEE REPORT AS PRESENTED CARRIED. (See page 419 for ordinance.) Councilman Edwards asked that the ordinance be amended prior to second and final reading per the committee report; specifically, that it state appeals of Hearing Examiner decisions on temporary use permits will be made to the City Council. Citizen Comment: Evans - Ralph Evans, 3306 NE 11 th Pl., Renton, 98056, stated his support for Referendum 48; Campaign Referendum 48 (aka Initiative 164, regarding property rights/takings), saying Signs that government taking of private property rights must be limited. He explained that many elderly people are concerned about increasing property taxes, and yet they are now prohibited from logging, subdividing or otherwise using land that was purchased by them as an investment or as a hedge against inflation. On another subject, Mr. Evans suggested that campaign workers make a concerted effort following election day to pick up signs placed around the City. Citizen Comment: Gough Steve Gough, 16939 SE 149th, Renton, 98059, asked for a change in the City's - Home Occupation home occupation ordinance so he can purchase a single family home in Requirements Renton in which to operate his business. Responding to Council inquiry, Planning/Building/Public Works Administrator Gregg Zimmerman explained that Mr. Gough does not intend to live in the home, but the City's ordinance clearly states that the property on which a home occupation business is located must be the primary residence of the business owner. Citizen Comment: Buford Tammy Buford, 8535 S. 123rd Pl., Seattle, 98178, presented a petition with 99 et al - Taylor Ave signatures requesting that the City install a stop sign and a pedestrian NW/Stevens Ave NW Stop crosswalk at Taylor Ave. NW and Stevens Ave. NW. Explaining that a two - Sign Request year old died last week after being hit by a car while crossing this intersection with her mother, Ms. Buford said residents have long been concerned with the increasing traffic and high speeds in this area. The petition also asks that King County install a stop sign and flashing lights on 87th Ave. S. north of S. 124th St. as well as a stop sign further north on 87th Ave. north of S. 118th St., in addition to repainting the pedestrian crosswalks at these intersections. MOVED BY STREDICKE, SECONDED BY KEOLKER-WHEELER, COUNCIL REFER THIS MATTER TO THE TRANSPORTATION COMMITTEE AND THE ADMINISTRATION. CARRIED. Councilman Tanner asked that the Administration also direct the Police Department to provide speeding patrol emphasis in this area. Citizen Comment: Laura O'Donnell, 620 Stevens Ave. NW, Renton, 98055, concurred with Ms. O'Donnell - Taylor Ave Bufurd regarding the volume and speed of cars in the area of Taylor and NW/Stevens Ave NW Stop Stevens Ave. NW. Saying this is a joint problem of Renton and King County Sign Request because Stevens Ave. NW turns into 87th Ave. S. just beyond Taylor Ave., she encouraged both jurisdictions to work together to resolve this problem in the interest of resident safety. Ms. O'Donnell noted that many residents must November 6 1995 Renton City Council Minutes Pape 416 cross Stevens/87th Ave. to retrieve their mail, a daily activity made difficult and dangerous by the many speeding vehicles on this road. Citizen Comment: Clay Stockwell, 616 Stevens Ave. NW, Renton, 98055, agreed that the traffic Stockwell - Taylor Ave situation on Taylor and Stevens Avenues is of great concern to residents of NW/Stevens Ave NW Stop this area, and claimed that most cars exceed the posted speed limits by 10 to Sign Request 15 miles per hour. Noting that Stevens/87th Ave. is a long and straight street with no controlled intersections, he said this makes it attractive to speeders who likely view it as relatively secluded and unpatrolled. Mr. Stockwell emphasized that traffic improvements are needed to discourage cut -through traffic prompted by drivers avoiding the stop lights on Rainier Ave. S. Citizen Comment: Timmen Heather Timmen, 520 Stevens Ave. NW, Renton, 98055, explained that the - Taylor Ave NW/Stevens streets in this area do not have sidewalks, so residents are forced to choose Ave NW Stop Sign between walking next to a steep and somewhat deep ditch, or cutting across Request the road where no crosswalk exists. As a result, this area is very dangerous for pedestrians. Urging Council to act on this matter, Ms. Timmen expressed her wish that something had been done before last week's tragedy. Citizen Comment: Arita - Alice Arita, 8537 S. 124th, Seattle, 98178, stated that as a resident of this area Taylor Ave NW/Stevens for the last 30 years she has seen traffic increase tremendously on Ave NW Stop Sign Stevens/87th Ave. Noting her support for the requested improvements, she Request said the recent opening of Fred Meyer at Renton Shopping Center seems to have exacerbated cut -through traffic in this area.. She urged Council to work with the County to achieve the needed improvements as soon as possible. Citizen Comment: Hoang - Sang Hoang, 8518 S. 124th St., Seattle, 98178, also supported the requested Taylor Ave NW/Stevens improvements as described by Ms. Buford, emphasizing that only stop signs Ave NW Stop Sign will effectively reduce traffic speeds in this area. Request Citizen Comment: Webb - Sandy Webb, 430 Mill Ave. S. #3, Renton, 98055, inquired if any '95 Write -In Mayoral Councilmembers wished to discuss his current write-in mayoral campaign. Campaign RECESS MOVED BY NELSON, SECONDED BY KEOLKER-WHEELER, COUNCIL RECESS FOR FIVE MINUTES. CARRIED. Time: 8:58 p.m. The meeting was reconvened at 9:07 p.m.; roll was called; all Councilmembers present. CONSENT AGENDA Items on the consent agenda are adopted by one motion which follows the listing. Court Case: CRT-95-007, Court Case in the amount of $752.65 filed by Robert L. Strasser in King Strasser v. Renton County District Small Claims Court, alleging that the City of Renton owes him for water utility charges. Refer to City Attorney and Insurance Services. Vacation: SW 12th City Clerk submitted petition to vacate: a portion of the alley between Grady St/Maple Ave SW Way and SW 12th St. east of Lind Ave. SW and west of Maple Ave. SW, a (Sheridan/VAC-95-005) portion of SW 12th between Lind and Maple Aves. SW, and a portion of Maple Ave. SW between SW 12th and 13th Streets (Sheridan, VAC-95-005). Refer to Board of Public Works; set a public hearing on 11/27/95 to consider the request. (See page 418 for resolution setting the public hearing.) November 6. 1995 Renton City Council Minutes Pape 417 CAG: 95-036, Fire Station Community Services Department submitted CAG-95-036, Fire Station No. 11 No. 11 Roof Installation, roof installation; and requested approval of the project, authorization for final State Roofing Inc. pay estimate in the amount of $10,241.84, commencement of 60-day lien period, and release of retained amount of $1,939.85 to State Roofing, Inc., contractor, if all required releases are obtained. Council concur. CAG: 95-001, Carco Community Services Department submitted CAG-95-001, Readerboard for Theatre Readerboard, NW Carco Theatre project; and requested approval of the project, authorization Neon & Plastic for final pay estimate in the amount of $77,756.49, commencement of 60-day lien period, and release of retained amount of $3,767.27 to Northwest Neon & Plastic, Inc., contractor, after any liens filed against the retainage are resolved or all required releases are received. Council concur. Budget: 1996 Public Finance & Information Services Department requested a public hearing be set Hearing for 11/27/95 on the 1996 budget. Council concur. Budget: 1996 Property Tax Finance & Information Services Department requested a public hearing be set Rates for 11/27/95 on 1996 property tax rates. Council concur. Rezone: Hillcrest Hearing Examiner recommended rezone of the Hillcrest Elementary School Elementary School, 1800 property, 1800 Index Ave. NE, from Public Use (P-1) to Residential (R-10), Index Ave NE File No. LUA-95-097. Council concur. (See page 419 for ordinance.) Rezone: North Highlands Hearing Examiner recommended rezone of the North Highlands Neighborhood Neighborhood Park, 3000 Park property, 3000 NE 16th St., from Public Use (P-1) to Residential (R-10), NE 16th St File No. LUA-95-092. Council concur. (See page 419 for ordinance.) Rezone: Highlands Hearing Examiner recommended rezone of the Highlands Neighborhood Neighborhood Center, 810 Center property, 810 Edmonds Ave. NE, from Public Use (P-1) to Residential Edmonds Ave NE (R-8), File No. LUA-95-096. Council concur. (See page 419 for ordinance.) Rezone: Highlands Annex, Hearing Examiner recommended rezone of the Highlands Annex property, the Edmonds Ave NE/NE 7th northeast corner of Edmonds Ave. NE and NE 7th St., from Public Use (P-1) St to Residential (R-8), File No. LUA-95-134. Council concur. (See page 419 for ordinance.) Rezone: Highlands Hearing Examiner recommended rezone of the Highlands Elementary School Elementary School, 2727 property, 2727 NE 9th St., from Public Use (P-1) to Residential (R-8), File NE 9th St No. LUA-95-098. Council concur. (See page 419 for ordinance.) CAG: 93-105, Starcom Planning/Building/Public Works Department submitted proposed Consent to Master Permit for Fiber Collateral Assignment agreement to assign security interests held by Starcom Optic Cable, Collateral Service Corporation under their Master Permit with Renton to AT&T Capital Assignment to AT&T Corporation. Refer to Utilities Committee. CAG: 95-067, Monroe Transportation Systems Division submitted CAG-95-067, Monroe Ave. Ave SE/Maple Valley SE/Maple Valley Highway traffic signal installation project; and requested Hwy Traffic Signal approval of the project, authorization for final pay estimate in the amount of Installation, TransTech $12,046.95, commencement of 60-day lien period, and release of retained Electric amount of $4,239.61 to TransTech Electric, Inc., contractor, if all required releases are obtained. Council concur. Transportation: Annual Transportation Systems Division submitted proposed list of consultants selected On -Call Transportation for the annual on -call transportation planning services contracts, with optional Planning Services one-year extensions, for the categories of public involvement, transit Contracts service/facility planning, modeling, marketing, intermodal facilities, November 6. 1995 Renton City Council Minutes Page 418 TDM/CTR, growth management, parking studies, air quality/noise, traffic engineering/planning, and transit operations planning. Refer to Transportation Committee. Utility: 1996 Proposed Utility Systems Division submitted proposed 1996 utility rates, as follows: Rates water, 2% increase; sewer, 2% increase; storm water, no increase; and solid waste, 6.6% increase. Refer to Utilities Committee. MOVED BY SCHLITZER, SECONDED BY NELSON, COUNCIL APPROVE THE CONSENT AGENDA AS PRESENTED. CARRIED. OLD BUSINESS Public Safety Committee Chair Tanner presented a report recommending that Public Safety Committee Council authorize the Police Department to purchase and equip a prisoner Police: Van Purchase for transport van. Funds for the purchase of the van are to be from the Prisoner Transport Equipment Rental fund, and money to equip the van will be from Police Department budgeted funds. MOVED BY TANNER, SECONDED BY STREDICKE, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. Community Services Community Services Committee Chair Nelson presented a report Committee recommending that the Administration be authorized to sign an interlocal H&HS: agreement with the Renton School District which will continue to provide Cities/Communities in funding for the Renton Communities in Schools organization. This action will Schools Program allow the City of Renton and the Renton School District, along with private business interests and local community organizations, to continue to fund and operate a local Communities in Schools organization. The- agreement stipulates that the City of Renton and the Renton School District will each provide $20,000 as well as various in -kind support. Additional program funding is provided through grants and private sector donations. The Committee further recommended that Council authorize the Mayor to sign the first amendment to the agreement, which will allow the School District to act as fiscal agent for the purpose of administering a Readiness to Learn grant in the amount of $173,507. MOVED BY NELSON, SECONDED BY TANNER, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. Metro: Trunk Line Community Services Committee Chair Nelson presented a report Easements @ Cedar River recommending concurrence in the staff recommendation to approve and grant Park (SR-169), CAG-95- Metro a temporary construction easement and a permanent utility easement for the relocation of Metro's Cedar River trunk line. The Committee further recommended that the Mayor and City Clerk be authorized to execute these easements. MOVED BY NELSON, SECONDED BY TANNER, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. ORDINANCES AND The following resolution was presented for reading and adoption: RESOLUTIONS Resolution #3156 A resolution was read setting a public hearing on November 27, 1995, to Vacation: SW 12th consider vacating a portion of the alley between Grady Way and SW 12th St., St/Maple Ave SW east of Lind and west of Maple Ave. SW, a portion of SW 12th St. between (Sheridan/VAC-95-005) Lind and Maple Aves. SW, and a portion of Maple Ave. SW from SW 12th to SW 13th Sts. (Sheridan, VAC-95-005). MOVED BY SCHLITZER, SECONDED BY EDWARDS, COUNCIL ADOPT THE RESOLUTION AS PRESENTED. CARRIED. The following ordinances were presented for first reading and referred to the Council meeting of 11/13/95 for second and final reading: November 6. 1995 Renton City Council Minutes Paae 419 Rezone: Hillcrest An ordinance was read changing the zoning classification of property located Elementary School, 1800 at 1800 Index Ave. NE from P-1 (Public Use) to R-10 (Residential - 10 units Index Ave NE per acre) (Hillcrest Elementary School, File No. LUA-95-097). MOVED BY EDWARDS, SECONDED BY SCHLITZER, COUNCIL REFER THE ORDINANCE FOR SECOND AND FINAL READING ON 11/13/95. CARRIED. Rezone: North Highlands An ordinance was read changing the zoning classification of property located Neighborhood Park, 3000 at 3000 NE 16th St. from P-1 (Public Use) to R-10 (Residential - 10 units per NE 16th St acre) (North Highlands Neighborhood Park, File No. LUA-95-092). MOVED BY EDWARDS, SECONDED BY KEOLKER-WHEELER, COUNCIL REFER THE ORDINANCE FOR SECOND AND FINAL READING ON 11/13/95. CARRIED. Rezone: Highlands An ordinance was read changing the zoning classification of property located Neighborhood Center, 810 at 810 Edmonds Ave. NE from P-1 (Public Use) to R-8 (Residential - 8 units Edmonds Ave NE per acre) (Highlands Neighborhood Center, File No. LUA-95-096). MOVED BY EDWARDS, SECONDED BY KEOLKER-WHEELER, COUNCIL REFER THE ORDINANCE FOR SECOND AND FINAL READING ON 11/13/95. CARRIED. Rezone: Highlands Annex, An ordinance was read changing the zoning classification of property located Edmonds Ave NE & NE at northeast corner of Edmonds Ave. NE and NE 7th St. at 754 Edmonds Ave. 7th St NE from P-1 (Public Use) to R-8 (Residential - 8 units per acre) (Highlands Annex, File No. LUA-95-134). MOVED BY EDWARDS, SECONDED BY NELSON, COUNCIL REFER THE ORDINANCE FOR SECOND AND FINAL READING ON 11/13/95. CARRIED. Rezone: Highlands An ordinance was read changing the zoning classification of property located Elementary School, 2727 at 2727 NE 9th St. from P-1 (Public Use) to R-8 (Residential - 8 units per NE 9th St acre) (Highlands Elementary School, File No. LUA-95-098). MOVED BY EDWARDS, SECONDED BY NELSON, COUNCIL REFER THE ORDINANCE FOR SECOND AND FINAL READING ON 11/13/95. CARRIED. Building: Temporary Use An ordinance and summary ordinance were read amending Chapter 31, Permit Process Zoning Code, of Title IV (Building Regulations), and amending subsection 5- 5-1.A of Chapter 1, Fee Schedule, of Title IV (Finance and Business Regulations) of City Code relating to the processing of temporary use permits, allowing temporary uses as permitted secondary uses in certain zones, and reducing the amount of the application fee for a temporary use permit. MOVED BY EDWARDS, SECONDED BY NELSON, COUNCIL REFER THE ORDINANCE AND SUMMARY ORDINANCE FOR SECOND AND FINAL READING ON 11/13/95. CARRIED. The following ordinance was presented for second and final reading (Councilmember Corman excused himself from participating in this matter due to the potential for the appearance of conflict of interest): Ordinance #4554 An ordinance was read annexing approximately 403 acres located east of the Annexation: Burnstead, SE City limits and north and south of SE 128th Street (Burnstead Annexation; 128th St to 156th Ave SE File No. A-94-001). MOVED BY EDWARDS, SECONDED BY KEOLKER- WHEELER, COUNCIL ADOPT THE ORDINANCE AS PRESENTED. ROLL CALL: ALL AYES. CARRIED. The publication of the ordinance will be postponed pending settlement of the relevant lawsuit. Councilman Corman returned to the Chambers. November 6. 1995 Renton City Council Minutes Page 420 ADJOURNMENT MOVED BY STREDICKE, SECONDED BY NELSON, COUNCIL ADJOURN. CARRIED. Time: 9:27 p.m. MARILY . P TERSEN, CMC, City Clerk Recorder: Brenda Fritsvold 11/06/95 CITY COUNCIL COMMITTEE MEETING CALENDAR Office of the City Clerk COUNCIL COMMITTEE MEETINGS SCHEDULED AT CITY COUNCIL MEETING November 6, 1995 COMMITTEE/CHAHZMAN DATE/TIME AGENDA COMMITTEE OF THE WHOLE MON., 11/13 1996 Budget (Schlitzer) 5:30 p.m. COMMUNITY SERVICES (Nelson) FINANCE MON., 11/13 Vouchers (Keolker-Wheeler) 5:15 p.m. PLANNING & DEVELOPMENT WED., 11/08 CANCELLED (Stredicke) PUBLIC SAFETY WED., 11/08 CANCELLED (Tanner) TRANSPORTATION (AVIATION) TUES., 11/07 NE 1 Oth St/Duvall Ave NE Traffic Signal (Edwards) 3:30 p.m. Request; *5th Floor* Lake Wash. Blvd. Bicycle Project; Renton Hill Access Safety Issues; Annual Consultant Services Agreements UTILITIES TUES., 11/07 1996 Utility Rates (briefing only); (Corman) 4:30 p.m. Starcom Consent to Collateral Agreement *5th Floor* OTHER MEETINGS LEOFF Board WED., 11/08 7:30 a.m., 6th Floor Conference Room NOTE: Committee ofthe Whole meetings are held in the Council Chambers. All other committee meetings are held in the 6th floor conference room unless otherwise noted. KING COUNTY DEPARTMENT OF METROPOLITAN SERVICES SEATTLE, WASHINGTON CEDAR RIVER TRUNK PROJECT CONTRACT W/Ml-% PART D ADDENDUM NO. 3 Prospective bidders are hereby notified that the bidding documents of said Contract have been amended as hereinafter set forth: Page or Ref. Drawing Location and Description of Change PART A - BIDDING REQUIREMENTS AND GENERAL CONDITIONS 3.01 00020-1 In the third paragraph of the Advertisement, DELETE "The cost estimate range for this work is $1,660,000 to $1,920,000." and INSERT "The cost estimate range for Schedule A work is $1,420,000 to $1,642,000. The cost estimate range for Schedule B work is $240,000 to $278,000." 3.02 00310-1 DELETE Section 00310 Bidding Schedule, and REPLACE with Section 00310 REVISED Bidding Schedule. This Addendum shall be attached to and form a part of the Contract Documents. All bidders are reminded to acknowledge this Addendum on the Bid Form, Section 00300. Date: November 14,1995 King County Department of Metropolitan Services 821 Second Avenue, Mail Stop 125 Seattle, Washington 98104 Issued Joanne Jones, Supervisor Contracts Division IN G WASf fJ�•j1`0 270 V EXPIRES 2/27/ 96 W/Ml-% Page 1 of 1 ADDENDUM NO.3 SECTION 00310 REVISED BIDDING SCHEDULE The Bidding Schedule includes Bid Items Al, A2, Bl, and B2. Bid Item Al covers all work as specified or shown in the Contract Documents for Schedule A except the work identified under Bid Items A2. Bid Item B1 covers all work as specified or shown in the Contract Documents for Schedule B except the work identified under Bid Items B2. Bid Items A2 and B2 provide for trench excavation safety systems to meet the requirements of Chapter 49.17 Revised Code of Washington (RCW). The bidder shall offer a lump sum price for Bid Items Al, A2, Bl and B2; failure to do so shall render the bid non -responsive. The Total Bid Price shall be the sum of the lump sum prices for Bid Items Al and A2. The Total Price for Schedule B shall be the sum of the lump sum prices for Bid Items 131 and B2. We, the bidder, propose to perform the work under the terms and conditions contained herein for the prices set forth below: SCHEDULE A CEDAR RIVER TRUNK RELOCATION PROJECT - PHASE 3 ITEM Al Perform all work as specified or shown in drawings G101, G102, and C101 through C110 herein, except the work identified under Bid Items A2, BI and B2, for the lump sum price of: A2 Provide Trench Excavation Safety Systems to meet the requirements of Chapter 49.17 RCW in performing work under Schedule A, for the lump sum price of: TOTAL BID PRICE (Sum of lump sum prices for Bid Items Al and A2): W/Ml-96 00310-1 REVISED BIDDING SCHEDULE ADDENDUM NO.3 B1 SCHEDULE B REHABILITATION OF ORIGINAL CEDAR RIVER TRUNK Perform all work as specified or shown G101, G102, and C201 through C204 herein, except the work identified under Bid Item Al, A2, and B2, for the lump sum price of: B2 Provide Trench Excavation Safety Systems to meet the requirements of Chapter 49.17 RCW in performing work under Schedule B, for the lump sum price of: TOTAL PRICE FOR SCHEDULE B (Sum of lump sum prices for Bid Items B1 and B2): We acknowledge that Metro reserves the right to accept or reject Bid Schedule B. Metro may, at its sole option, prior to Award of this Contract, adjust the Total Bid Price as provided in the Bid Evaluation and Contract Award portion of this Section 00310. We agree that we shall make no claim against Metro on account of such adjustment. We acknowledge that, in accordance with paragraph 00100-1.08, the sales tax on the Contract Price has not been included in the above prices but that any other federal, state or local taxes for all items or work which will be incorporated into the final work have been included in the prices and that the waiver of industrial insurance immunity in paragraph 00710-5.01 was made pursuant to RCW 4.24.115. Signature of Bidder BID EVALUATION AND CONTRACT AWARD In accordance with the provisions of these Contract Documents, bids will be evaluated to determine the lowest Total Bid Price for Schedule A offered by a responsive, responsible bidder. Metro will award a contract, if at all, to the responsive, responsible bidder offering the lowest Total Bid Price for Schedule A. The work under Schedule A is funded by Metro. The work under Schedule B is funded by the City of Renton. The City of Renton will review the Total Price for Schedule B offered by the lowest responsive, responsible bidder for Schedule A, and the qualifications of that bidder and determine whether or not the City of Renton wants that bidder to perform the work described in Schedule B. If the City of Renton decides to award the work to the bidder offering the lowest Total Bid Price for Schedule A, Metro will award the work described in Schedule B. If the work under Schedule B is not awarded, the bidder shall make no claims against Metro or the City of Renton on account of such action. Metro reserves the right to correct obvious mathematical errors on the Bidding Schedules and to correct the Total Prices for Schedule A or B accordingly. Metro reserves the right to reject any bid, any portion of any bid and/or to reject all bids. Metro further reserves the right, but without obligation, to waive informalities and irregularities. END OF SECTION W/Ml-% 00310-2 REVISED BIDDING SCHEDULE ADDENDUM NO.3 KING COUNTY DEPARTMENT OF METROPOLITAN SERVICES Seattle, Washington PLANHOLDER LIST CEDAR RIVER TRUNK PROJECT CONTRACT W/M1-96 November 14, 1995 PLANHOLDER ADDRESS TELEPHONE 1 . Hobas Pipe USA 1480 Moraga Road Suite 1386 (800) 856-7473 ph Richard Barge (S) Moraga, CA 94556 (510) 299-1284 fx 2. Volker Stevin Pacific, Inc. 1600 127th NE (206) 453-4506 ph Gary Jensen (B) Bellevue, WA 98105 (206) 453-5773 fx 3. Health Risk Associates 2611 NE 113th Suite 200 (206) 440-3384 ph Dean Ratliff (Sub) Seattle, WA 98125 (206) 440-3386 fx 4. E.J. Rody 8705 Canyon Road E. (206) 539-0766 ph Ken or Rick Rody (B) Puyallup, WA 98371 (206) 539-3639 fx 5. Robison Construction, Inc. 1404 Central Ave S, Ste 113 (206) 852-4254 p h Bob Pranger (B) Kent, WA 98032 (206) 859-5702 fx 6. Tri-State Construction, Inc. 320 106th Ave NE (206) 455-2570 ph Ron (B) Bellevue, WA 98004 (206) 633-5838 fx 7. V&J, Inc. 22419 88th S (206) 854-7011 ph Judy Coluccio (Sub) Kent, WA 98031 (206) 854-6987 fx 8. Familian Industrial Plastics, Inc. 740 S 28th St (800) 634-5082 ph Heidi Huddleston (S) Washougal, WA 98671 (206) 835-3521 fx 9. Eller Corporation 8201 Northstar Road (509) 226-0333 ph Kathy Wilson (B) Newman Lake, WA 99025 (509) 226-1332 fx 10. Frank Coluccio Construction 9600 MLK Jr. Wy S - (206) 722-5306 ph Frank Coluccio (B) Seattle, WA 98118 (206) 725-4764 fx 11. Shoreline Construction Co. 21326 87th Ave SE (206) 483-0600 ph Doug Suzuki (B) Woodinville, WA 98072 (206) 668-5133 fx 12. Associated Sand & Gravel 6300 Glenwood Ave (206) 355-2111 ph Clint Hall (S) Everett, WA 98203 (206) 624-0301 fx 13. Rick Turner Construction 26125 114th Avenue SE - B1 (206) 813-3605 ph Rick Turner (Sub) Kent, WA 98031 (206) 850-3086 fx 14. S&B Inc. 13200 SE 30th St (206) 644-1700 ph Pat Chitty (B) Bellevue, WA 98005 (206) 746-9312 fx To correct information on this list including status as a bidder, subcontractor, or supplier call (206) 684-1327 (B = Bidder, Sub = Subcontractor, S = Supplier) W/M 1-96 Page 1 of 3 Planholder List PLANHOLDER ADDRESS TELEPHONE 15. Gary Merlino Construction 9125 10th Ave S (206) 762-9125 ph Curtis Nakamura (B) Seattle, WA 98108 (206) 763-4178 fx 16. William H. Reilly Company 910 SW 18th Ave (503) 223-6197 ph Donna Nash (S) Portland, OR 97205 (503) 223-0845 fx 17. Plexco 100 2nd Avenue S #390 (206) 771-8040 ph Hank Jones (S) Edmonds, WA 98020 (206) 771-9397 fx 18. Plexco - Illinois 1050 Bussey Hwy Suite 200 (708) 350-3700 ph Al Heinisch (S) Bensenville, IL 60106 (708) 350-2704 fx 19, DDI Construction Co. 1216B 140th Avenue Court E. (206) 863-7848 ph Randy Asahara (Sub) Sumner, WA 98310 (206) 863-7821 fx 20. CJ's Construction Services 21104 125th Avenue SE (206) 639-0893 ph Jessie (Sub) Kent, WA 98031 (206) 639-4911 fx 21. Mike M. Johnson, Inc. Rte 7, Box 420 (509) 735-6039 ph Charlene (B) Kennewick, WA 99337 (509) 735-2402 fx 22. R.L. Alia Company 9215 Martin Luther King Way South (206) 722-4900 ph Rick Alia (B) Seattle, WA 98118 (206) 722-2159 fx 23. Sajasa Construction Inc. 18124 NE 76th (206) 881-5885 ph John Miller (B) Redmond, WA 98052 (206) 881-7769 fx 24. Gonzales Boring Tunneling 10680 NW Gordon Rd (503) 647-2218 ph Jim Gonzales (Sub) Cornelius, OR 97113 (503) 647-5226 fx 25. U.S. Pipe & Foundry Company 4508 Auburn Wy N-Bldg. A Suite 103 (206) 852-9085 ph Wayne D. Pederson (S) Auburn, WA 98002 (206) 852-8909 fx 26. DPK, Inc. 7829 S 206th (206) 872-7916 ph Dave Kiyohara (Sub) Kent, WA 98032 (206) 872-5112 fx 27. Pape & Sons Construction 9512 State Hwy 16 NW (206) 851-6040 ph Kathi Kilborn (B) Gig Harbor, WA 98332 (206) 851-3290 fx 28. Aurora Engineering 1007 228th Street (206) 481-5600 ph Leonard (B) Bothell, WA 98021 (206) 487-2476 fx 29. Robison Construction, Inc. 1404 Central Ave S, Ste 113 (206) 852-4254 ph Bob (B) Kent, WA 98032 (206) 859-5702 fx 30. NW Boring 13248 NE 177th Place (206) 483-9191 ph Donald W. Gonzales (Sub) Woodinville, WA 98072 (206) 487-2895 fx 31. Coatings Unlimited, Inc. 18250 68th Ave S, #2 (206) 251-3268 ph Greg (Sub) Kent, WA 98032 (206) 251-3269 fx 32. Maskell-Robbins, Inc. 24113 56th Ave W (206) 775-8600 ph Mike Lydum (S) Mountlake Terrace, WA 98043 (206) 775-5458 fx To correct information on this list including status as a bidder, subcontractor, or supplier call (206) 684-1327 (B = Bidder, Sub = Subcontractor, S = Supplier) W/M 1-96 Page 2 of 3 Planholder List PLANHOLDER ADDRESS TELEPHONE 33. Olson Brothers Excavating Steve Olson (B) 34. American Cast Iron Pipe Co. Keith Sowell (S) 35. Goldsmith Associates James Goldsmith (B) 6622 112th Street East (206) 770-3844 ph Puyallup, WA 98373 (206) 770-3845 fx 3100 Fite Circle, Suite 106 (916) 856-6663 ph Sacramento, CA 95827 (916) 856-6666 fx 1215 114th Avenue SE (206) 462-1080 ph Bellevue, WA 98004 (206) 462-7719 fx To correct information on this list including status as a bidder, subcontractor, or supplier call (206) 684-1327 (B = Bidder, Sub = Subcontractor, S = Supplier) W/M 1-96 Page 3 of 3 Planholder List r KING COUNTY DEPARTMENT OF METROPOLITAN SERVICES SEATTLE, WASHINGTON CEDAR RIVER TRUNK PROJECT CONTRACT W/M1-96 PART D ADDENDUM NO. 2 Prospective bidders are hereby notified that the bidding documents of said Contract have been amended as hereinafter set forth: Page or Ref. Drawing Location and Description of Change PART A - BIDDING REQUIREMENTS AND GENERAL CONDITIONS 2.01 00020-1 Metro has revised the time and date for submittal and opening of sealed bids for Contract W/M1-96 as follows: Sealed bids will be received by the Municipality until 10:00 a.m. Seattle time, November 21, 1995, at the Contracts Counter on the 12th Floor, Exchange Building, 821 Second Avenue, Seattle, Washington 98104. As soon as practicable after said time and date, bids properly received will be publicly opened and read in Conference Room 12A. 2.02 00020-1 Fifth paragraph DELETE the language: 111. Minority Business Goal (MBG): 6% of Total Bid; and 2. Women Business Goal (WBG): 5% of Total Bid" And REPLACE with the following: 111. Minority Business Goal (MBG): 6% of Total Bid Price for Schedule A; and 2. Women Business Goal (WBG): 5% of Total Bid Price for Schedule A; and 3. Combination Business Goal (CBG): 5% of Total Price for Schedule B" 2.03 00100-10 INSERT in alphabetical order the following definition: ""Combination Business Goal": a goal which can be met by utilizing any combination of MBEs, WBEs, MWBEs, or CBEs." 2.04 00100-11 DELETE Paragraph 00100-2.04 E. 2.05 00100-12 Paragraph 00100-2.06. At the phone number area code of the State OMWBE, DELETE "206" and REPLACE with "360." W/M1-96 Page 1 of 2 ADDENDUM NO. 2 Page or Ref. Drawing Location and Description of Change 2.06 00100-17 Paragraph 00100-2.13 ADD Paragraph 00100-2.13. "2.13 APPRENTICESHIP REQUIREMENTS A. In furtherance of the Metro equal employment opportunity policies, it is Metro's determination that apprenticeship programs registered with the Washington State Apprenticeship and Training Council ("SAC") provide the best training opportunity for minorities and women, and that the equal opportunity goals and requirements under state law for program sponsors participating in SAC -registered apprenticeship programs provide a basis for affording equal employment opportunity in the performance of construction services for and to Metro. B. Metro has established an apprentice participation goal for this Contract of 15% of the total contract labor hours, excluding offsite vendors and suppliers. The bidder shall commit to use its best efforts to meet the Apprenticeship Program requirements set forth in these Contract Documents. The bidder shall notify each firm with whom the bidder proposes to contract if awarded this Contract of the Apprenticeship Program requirements." PART B - TECHNICAL SPECIFICATIONS 2.07 02605 Addendum No. 1, Reference 1.02, the REVISED Section 02605, Utility Structures, dated October 19, 1995, was not attached to all copies of Addendum No. 1 that were issued. It is therefore attached to this Addendum No. 2. 2.08 15072-1 Paragraph 15072-2.01 A. In 2.01 A. la DELETE "PE3048" and REPLACE with "PE3408." PART C - CONTRACT DRAWINGS 2.09 C108 DELETE Drawing C108, and REPLACE with Drawing C108 Addendum 2. This Addendum shall be attached to and form a part of the Contract Documents. All bidders are reminded to acknowledge this Addendum on the Bid Form, Section 00300. Date: November 8, 1995 King County Department of Metropolitan Services 821 Second Avenue, Mail Stop 125 Seattle, Washington 98104 Issued b � Joanne Jones, Supervisor Contracts Division $W 27012 Wins 2/27/ 9.5 l W/M1-96 Page 2 of 2 ADDENDUM NO. 2 SECTION 02605 UTILITY STRUCTURES PART 1 GENERAL 1.01 SUMMARY A. This Section includes standard precast concrete manholes, manhole covers and frames, catch basins and inlets. 1.02 REFERENCES A, This Section incorporates by reference the latest revisions of the following documents. They are a part of this Section as specified and modified. In case of conflict between the requirements of this Section and those of the listed documents, the requirements of this Section shall prevail. Reference ASTM A48 ASTM A536 PART 2 PRODUCTS 2.01 MATERIALS Title Specification for Gray -Iron Castings Ductile Iron Castings, Grade 60-40-18 A. Manhole Frames: Cast iron in accordance with ASTM A48, Cass 30B. B. Manhole Covers, Dogs and Cams: Ductile iron in accordance with ASTM A536, Grade 60-40-18. C. Precast Concrete Manhole Sections: Per ASTM C478. Cement shall be ASTM C150, Type If. Size, length and pipe connection method shall be as shown on the Drawings and as specified herein. D. Manhole Joint Gaskets: Rubber gaskets meeting all requirements of ASTM C443. E. Manhole Masonry Units: (Adjustment bricks only) conforming to ASTM C139 and ASTM C55. F. Manhole Pipe Gaskets and Connections: 1. Ductile Iron Pipe: 'A-LOK Pipe Connectors' by A-LOK Products, Inc., or approved equal. 2. Pipe smaller than 12-inch diameter: Kor N Seal Boot, or approved equal. G. Steps and Handholds: Per ASTM C478 and current OSHA standards. Steps shall be polypropylene encapsulated, grade 60 steel, 1/2-inch diameter reinforcing rod as manufactured by M.A. Industries, Peachtree, Georgia, or approved equal. H. The following coating system specifications shall be used for coating (sealing) all interior concrete surfaces of the manholes. Coating System Identification: A-2 Coating Material: High -build epoxy Surfaces: Concrete or masonry Service Condition (1): Immersed, nonpotable; nonimmersed, corrosive environment, color required. Addendum No. 1 02605 - 1 W/M1-96 October 19, 1995 Surface Preparation: Concrete: Concrete surfaces shall be allowed to age for at least 28 days and allowed to dry to the moisture content recommended by the coating manufacturer. Moisture content will be tested by the Contractor and witnessed by the Engineer per ASTM D4263-83, or approved equal. Loose concrete, form oils, surface hardeners, curing compounds, and laitance shall be removed from surfaces by sandblasting and chipping. Voids and cracks shall be repaired. Application: 1. Shop or Field 2. Prime coat shall be thinned and applied as recommended by the coating manufacturer, provided the coating as applied complies with prevailing air pollution control regulations. System Thickness: 60 mils dry film, minimum. Wet mils shall be for unthinned material. Coatings: ALTERNATIVE 1 ALTERNATIVE 2 ALTERNATIVE 3 Primer. One coat of Devoe's Bar Rust 236, Finish: Two or more coats of Devoe's Bar Rust 236. Primer. One coat of Dupont's 25P HS Epoxy Mastic. Finish: Two or more coats of Dupont's 25P HS Epoxy Mastic, Primer One coat of Tnemec's Series 469 Hi -Build Epoxoline, Finish: Two or more coats of Tnemec's Series #69 Hi -Build Epoxoline. 2.02 FABRICATION A. Metro manhole frames and covers shall comply with Metro standards and the Drawings. PART 3 EXECUTION 3.01 INSTALLATION A. Set manhole frames and covers flush with the surrounding surfaces unless otherwise specified. Manholes shall be installed over 6 inches of crushed rock, fill material type per Section 02200 and the Drawings. END OF -SECTION Addendum No. 1 02605 - 2 W/M1-96 October 19, 1995 PROTECT POWER POLE I I I< AND TELE RISER <<" - I ( 1I I KEEP FIRE LANE OPEN DURING CONSTRUCTION SUPPORT EX 2' GAS O PROPERTY LINE DURING CONSTRUCTION. I < SEE CONSTRUCTION NOTE 7, ON DWG C102 N�< I CONSTRUCTION I a <II ZONE (TYP) I ¢ 0- _ PROPERTY —� �. I 233 LINE (TYP) PROTECT STORM DRAIN PIPING AND MANHOLES I � — I 15' I Ito' 2 I ZASHPALT PARKING ll i I I 7 .• I REMOVE D REBUILD 106'± OF EX EXTRUOEQ CONC CURB INSTALL NEW I \ MANHOLE ACCESS I I I AS SHOWN ' SAWCUT EX ASHPHALT \ PAVEMENT AS REO'D F,1"REMOVE EX CMU RETAINING / �0• / J I� WAIL BETWEEN STA 2+22 / y AND STA (28' < REBUILD / I, � REBUILD PER 2/C10/Ct08 < O � I / ,Iz ( 7 1 _ :K C2 _ ti PARTIAL SITE PLAN SCALE: 1" = 10' kcioll I AC 5- ATB 6- 1 1/4 MINUS CR i STA 0+00 TO STA 0+55 STA 1 +35 TO STA 2+75 AT STREET PAVING 2' AC 4" 1 1/4 MINUS CR STA 12+85 TO STA 14+27 STA 14+45 TO STA 14+92 STA 15+ Y2 TO STA 16+95 STA 18+65 TO STA 19+24 STA 20+66 TO STA 20+80 AT PARKING AND DRIVEWAY PCCP "�-4' 1 1/4 MINUS CR I , STA 19+24 TO STA 19+31 STA 20+01 TO STA 20+06 AT SIDEWALKS NOTE: STATIONING INDICATES APPROXIMATE LOCATION TYPICAL PAVEMENT PATCH SECTIONS SCALE: 3/4" = V-0' -- C.W.PHARR WINDSOR ESTATES I ASPHALT PAVEMENT MATCH 112" TO EX GROUND ELEV 1 1/2- CHAMFER 2"CLR SEE 1 1/2- WEEP HOLE TYP NOM EL O 24" OC �42.00' a )aF TO nRAIN W \rJ��r/7,-7/ �- NOM EL j \\\ 12" DRAINAGE ROCK 40.00'� CONTINUOUS � C I N \t_#4 ® 12- OC (TYP) #4 ® 12" OC CONTINUOUS (TYP) RETAINING WALL SECTION 2 SCALE: 3/4' =1'-O" -- UNIMPROVED AREAS I PAVED AREAS FOR PAVEMENT PATCHING 42" SS AND RESTORATION, SEE do TRENCH NOTES 6,7,8 k Q 1 MATCH TO EX GRADE I SAWCUTTO REMOVE EX PAVEMENT. ` MATCH X PAVEMENT ELEVATION - - WHEN RESTORING PAVEMENT SUBSEOUENT BACKFILL ZONE' ; MINERAL AGGREGATE TYPE A, NATIVE SOIL, OR TYPE C1 WHEN APPROVED BY ENGINEER SEE NOTE 2 Q INITIAL BACKFILL ZONE \ MINERAL AGGREGATE TYPE A FOR FIBERGLASS PIPE. SEE NOTE 2 FOR DUCTILE IRON PIPE. - _ - PIPE BEDDING ZONE AGGREGATE TYPE D. OR CONTROL DENSITY FILL AS DIRECTED BY ENGINEER FOUNDATION STABILIZATION MINERAL AGGREGATE TYPE.B1 1 2 \ ,Blip 'Im AV MIN = 5'-6' MAX - 7'-0- TRENCH SUPPORT SYSTEM PROVIDED BY CONTRACTOR SEE NOTE 5 GEOTEXTILE FABRIC SEE NOTE 3 12' MIN OVER EXCAVATION SEE NOTE 4 UNDISTURBED EARTH TOE PENETRATION AS REO'D TO SUIT GROUND CONDITIONS TYPICAL 42"0 PIPE VERTICAL TRENCH SECTION rA_"� SCALE: 3/8"= V-0" -- TRENCH/PAVING SECTION NOTES FOR DETAIL A: 1. FOR BACKFILL MATERIAL AND COMPACTION SEE SPECIFICATIONS SECTION 02200 AND 02221. 2. CONTRACTOR SHALL BACKFILL TRENCHES WITH EXCAVATED NATIVE MATERIALS TO THE GREATEST EXTENT FEASIBLE. IN AREAS WHERE EXCAVATED MATERIALS ARE NOT SUITABLE FOR BACKFILL, BACKFILL SHALL BE CLASS -A, UNDER ANY ROADWAYS. STRUCTURES OR PARKING AREAS. CONTRACTOR SHALL USE CLASS-Cl UNDER LANDSCAPED AND UNDEVELOPED AREAS. 3. GEOTEXTILE FABRIC SHALL BE MIRAFI 60OX OR APPROVED EOUAL. REQUIRED AT ALL TRENCH SECTIONS EXCEPT WHERE CLEAN GRANULAR SOILS ARE ENCOUNTERED AND WHEN APPROVED BY THE ENGINEER. 4. THE PIPE INVERT SHOULD BE PLACED ON A FIRM NATIVE SOIL. ANY LIOUEFIABLE OR SOFT SOILS SHOULD BE OVER EXCAVATED AND REPLACED WITH MATERAL AGGREGATE TYPE 81. THE THICKNESS OF OVER EXCAVATION MAY BE ADJUSTED BY THE SOIL ENGINEER AS REQUIRED. 5. THE HEIGHT AND THE SUPPORT OF THE VERTICAL TRENCH SECTION SHALL BE AS REOUIRED FOR THE PROTECTION OF ADJACENT PROPERTIES AND IMPROVEMENTS, AND ANY PERSONNEL. AND SHALL MEET ALL OSHA REQUIREMENTS. 6. FOLLOWING BACKFILL OF THE STREETS TO FINAL GRADE. COMPACT AND - SHAPE STREET FOR DRAINAGE. T= S �i 7. RESTORE PAVEMENT TO THE ORIGINAL GRADE. 8. PROVIDE TEMPORARY PAVING PATCH AS FOLLOWS: IMMEDIATELY �J ` FOLLOWING BACKFILL COMPACTION, PLACE A 4" LIFT OF COMPACTED 1 1/4- MINUS CRUSHED ROCK AND 3- OF COLD MIX ASPHALTIC CONCRETE. `<= AFTER 10 DAYS, REMOVE TEMPORARY PATCH AND PATCH AS SHOWN ON TYPICAL PAVING SECTIONS. ADDENDUM-2 `i W Rp� �= t0t7�o Po R =�a �. �fSTEP �! f. CIS L s'`sIONAL �'TfON�LAPPROVED,, OES �ONED: ►� N-LT C D�tE: I �I,� m G T R 0 Uwucipolity of welr000Glon Seottle I OCT 95 CNECKED: I 0.1B� L-s i SG11: NOTED CEDAR RIVER TRUNK RELOCATION Ir1� �E13 I PHASE 3 DRA..+c No- TYPICAL TRENCH SECTION, C108 R ESTO RATI 0 N DETAILS ; S�E� "° 1 RECDNNENO[D: 'l ;ADDED NOTE TO TRENCH SECTION I0.18 1u-LTtt/95 I COMRACI N0: V//M 1 -96 No. i REVISION I By �APP-0I DATE , t.�.� ,,,,, li n—is 8/13 / KING COUNTY DEPARTMENT OF METROPOLITAN SERVICES SEATTLE, WASHINGTON `y CEDAR RIVER TRUNK PROJECT OF F<L� DeQ� CONTRACT W/M1-96 G�-``f, eetiR�o PART D ADDENDUM NO. 2 Prospective bidders are hereby notified that the bidding documents of said Contract have been amended as hereinafter set forth: Page or Ref. Drawing Location and Description of Change PART A - BIDDING REQUIREMENTS AND GENERAL CONDITIONS 2.01 00020-1 Metro has revised the time and date for submittal and opening of sealed bids for Contract W/M1-96 as follows: Sealed bids will be received by the Municipality until 10:00 a.m. Seattle time, November 21, 1995, at the Contracts Counter on the 12th Floor, Exchange Building, 821 Second Avenue, Seattle, Washington 98104. As soon as practicable after said time and date, bids properly received will be publicly opened and read in Conference Room 12A. 2.02 00020-1 Fifth paragraph DELETE the language: 111. Minority Business Goal (MBG): 6% of Total Bid; and 2. Women Business Goal (WBG): 5% of Total Bid" And REPLACE with the following: 111. Minority Business Goal (MBG): 6% of Total Bid Price for Schedule A; and 2. Women Business Goal (WBG): 5% of Total Bid Price for Schedule A, and 3. Combination Business Goal (CBG): 5% of Total Price for Schedule B" 2.03 00100-10 INSERT in alphabetical order the following definition: ""Combination Business Goal": a goal which can be met by utilizing any combination of MBEs, WBEs, MWBEs, or CBEs." 2.04 00100-11 DELETE Paragraph 00100-2.04 E. 2.05 00100-12 Paragraph 00100-2.06. At the phone number area code of the State OMWBE, DELETE "206" and REPLACE with "360." W/M1-96 Page 1 of 2 ADDENDUM NO.2 Page or Ref. Drawing Location and Description of Change 2.06 00100-17 Paragraph 00100-2.13 ADD Paragraph 00100-2.13. "2.13 APPRENTICESHIP REQUIREMENTS A. In furtherance of the Metro equal employment opportunity policies, it is Metro's determination that apprenticeship programs registered with the Washington State Apprenticeship and Training Council ("SAC") provide the best training opportunity for minorities and women, and that the equal opportunity goals and requirements under state law for program sponsors participating in SAC -registered apprenticeship programs provide a basis for affording equal employment opportunity in the performance of construction services for and to Metro. B. Metro has established an apprentice participation goal for this Contract of 15% of the total contract labor hours, excluding offsite vendors and suppliers. The bidder shall commit to use its best efforts to meet the Apprenticeship Program requirements set forth in these Contract Documents. The bidder shall notify each firm with whom the bidder proposes to contract if awarded this Contract of the Apprenticeship Program requirements." PART B - TECHNICAL SPECIFICATIONS 2.07 02605 Addendum No. 1, Reference 1.02, the REVISED Section 02605, Utility Structures, dated October 19, 1995, was not attached to all copies of Addendum No. 1 that were issued. It is therefore attached to this Addendum No. 2. 2.08 15072-1 Paragraph 15072-2.01 A. In 2.01 A. la DELETE "PE3048" and REPLACE with "PE3408." PART C - CONTRACT DRAWINGS 2.09 C108 DELETE Drawing C108, and REPLACE with Drawing C108 Addendum 2. This Addendum shall be attached to and form a part of the Contract Documents. All bidders are reminded to acknowledge this Addendum on the Bid Form, Section 00300. Date: November 8,1995 King County Department of Metropolitan Services 821 Second Avenue, Mail Stop 125 Seattle, Washington 98104 Issued b� `Joanne Jones, Supervisor Contracts Division EXP1RLs 2/2 f / W/M1-96 Page 2 of 2 ADDENDUM NO. 2 wdft"'METRO King County / Department of Metropolitan Services Exchange Building • 821 Second Avc_ • Seattle. Washington 98104-1599 • (206) 684 - 2100 FACSnUME TRANSMISSION COVER SHEET DATE SENT: TRANSMITTED TO: 11 /11+ 115 -PAVE 11/ of reCAl TDA/ TRANSMITTED FROM: MANN- Z-WC-7 7-9/9i!)eT // 7 (Name) (Mail Stop) (206) '�8N - 975; (Phone) FACSIMILE TRANSMISSION NUMBER: (2 0 6) 6 84 -1710 No. OF PAGES TRANSMITTED: (Including Cover Shect.) SUBJECT: NOTES: J eo-,P" FOR INTERNAL STAFF USE ONLY: :PROJECT: ]fBIS/EWR No: TO "d QSS T0:6O S66T—VT—n0N AV - d 7bi0i BID EVALUATION AND CONTRACT AWARD In accordance with the provisions of these Contract Documents, bids will be evaluated to determine the lowest Total Bid Price for Schedule A offered by a responsive, responsible bidder. Metro will award a contract, if at all, to the responsive, responsible bidder offering the lowest Total Bid Price for Schedule A. The work under Schedule A is funded by Metro. The work tinder Schedule B is funded by the City of Renton. The City of Renton will review the Total Pricy. for Schedule B offered by the lowest responsive, responsible bidder for Schedule A, and the qualifications of that bidder and determine whether or not the City of Renton wants that bidder to perform the work described in Schedule B. If the City of Renton decides to award the work to the Bidder offering the lowest Total Bid Price for Schedule A, Metro will award the work described in Schedule B. If the work under Schedule B is not awarded, the bidder shall make no claims against Metro or the City of Renton on account of such action. Metro reserves the right to correct obvious mathematical errors on the Bidding Schedules and to correct the Total Prices for Schedule A or B accordingly_ Metro reserves the right to reject any bid, any portion of any bid and/or to reject all bids. Metro further reserves the right, but without obligation, to waive informalities and irregularities. Ea, QSS T0:60 S66T-bT-f10N :1:mETRI3 do King County / Department of Metropolitan Services Exchange Building S21 Second Ave • Seattle Washington 98104-1598 • (206) 684 - 2100 FACSIMILE TRANSMISSION COVER SHE�fi DATE SENT: TRANSMITTED TO TRANSMITTED FROM: J oH,v fl o B Sew/ e/ r / o, ,eE AJ ry nl 7,+ - L / Aler7 j 9 l 3 E)eT (Name) (206) 6g q - 6785 (Phone) FACSIMILE TRANSMISSION NUMBER: (2 0 6) 6 s 4 -1710 No. OF PAGES TRANSMITTED: (Including Cover Sheet) SUBJECT: NOTES: FOR TERN STAF USE ONLY: PROJECT: (Mail Stop) TRT4 /F.VVR Nn- TO'd QS3 LOOT S66T—L0—f10N BID EVALUATION AND CONTRACT AWARD The work under Schedule A is funded by Metro. In accordance with the provisions of these Contract Documents, bids %will be evaluated to determine the lowest Total Bid Price for Schedule A offered by a responsive, responsible bidder. A contract will be awarded, if at all, based on the lowest Total Bid Price of Bid Schedule A proposed by a responsive, responsible bidder.The Lowest Bidder will be that bidder who provides the lowest Total Bid Price for Bid Schedule A. The work under Bid Schedule B is being financed by the City of Renton. After bids are received, but prior to bids being opened, [lie City of Renton's budget for the work to be performed under Bid Schedule B will be winounced. The work wider Schedule B will be awarded to the Lowest Bidder for Schedule A if the Lowest Bidder's Total Price for Schedule B is within the City of Renton's bud et. If the Lowest Bidder's Total Price for Schedule B exceeds the City of Renton's budget it of Rcnt �the at and re-evaluate their u et o determine whether to award the Schedule B work. Lve that the work under c edule B is not awarded, the Lowest Bidder shall make po claim ag inst Metro or the City of Renton can account of such action. Metro reserves the right to correct obviou mathematical errors on the Bidding Schedule and to correct the Total Bid Price accordingly- tro reserves the right to reject any bid, any portion of any bid and/or to reject all bids. Metro rther reserves the right, but without obligation, to waive informalities and irilegularities. L G1 �' br ilcr' ze'd QSd 80:OT S66T-L0-n0N d 7d101 ear ETRO King County / Deparbanent of :Metropolitan Services Exchange Building - 821 Second Avenue - Seattle, WA 98104-1598 - (206) 684 - 2100 FACSIMILE TRANSMISSION COVER SHEET DATE SENT: TRANSMtTI'ED TO: TRANSNff= FROM: -OKN 006SEAJ M 6 Aj N- L r ,u C1 t H 1T (dame) (Phone) FACSEVIILE TRANSMISSION NUMBER: (206) 684-1710 # OF PAGES TRANSM=D: (including cover sheet) FOR INTERNAL USE ONLY: PROJECT: ARMS/TASK #: SUBJECT: (Mail Stop) NOTES: e AFvl rw l �N t,� A5 Ii F dac- v i SEz,D TNT A D O d-w D v ti a'U'F t3 N/ % 0A7 T�+1hrK S ��'d QSS ZT:Ja S66T-20—nDN BID EVALUATION AND CONTRACT AWARD The work under Schedule A is funded by Metro- In accordance with the provisions of these Contract Documents, bids will be evaluated to determine the lowest Total Bid Price for Schedule A offered by a responsive, responsible bidder. A contract will be awarded, if at all, based on the lowest Total Bid Price of Bid Schedule A proposed by a responsive, responsible bidder.The Lowest Bidder will be that bidder who provides the lowest Total Bid Price for Bid Schedule A. 1F Ar A,-,-t The work tinder Bid Schedule B is being financed by the City of Renton. Aft , r recei� e , The work under Schedule B will be awarded�to the Lowest � ulc 1l ry Bidder for Schedule A.only ife— VI Il ♦ 11 C t. In the event that the work under Schedule B is not awarded, the Lowest Bidder shall make no claim against Metro„on account of such action. a iz. Tz4! G IT-(O F Me-Wru AJ Metro reserves the right to correct obvious mathematical errors on the Bidding Schedule and to correct the Total Bid Price accordingly. Metro reserves the right to reject any bid, any portion of any bid and/or to reject all bids. Metro further reserves the right, but without obligation, to waive informalities and irregularities. TO'd QSS 9T:80 S66T—LO—nON // 3-VS1 4% 'METRO Vdr King County I Department of Metropolitan Services Exchange Building • S21 Second Ave. • Seattle, Washington 98104-1599 (206) 684 - 2100 FACSIMILE TRANShUSSION COVER SHEET DATE SENT: 1 # 13 [f5 TRANSMITTED TO: TD a N H o B C o N/ C try 0 i= TRANSMITTED FROM: M A AjN— L! N(h TH I (3 E-PT (Name) (Mail Stop) (206) 694 - G %85 (Phone) FACSIMILE TRANSMISSION NUMBER: (2 0 6) 6 8 a -1710 No. OF PAGES TRANSMITTED: (Including Cover Sheet) SUBJECT: NOTES: r FOR INTERNAL STAFF USE ONLY: PROJECT: IBIS/EWR No: T0'd QS3 8S:0T S66T-20—nON r Cedar River Trunk 12" HDPE Sliping Project Cost Estimate 6/9/95 I. 2. 3. 0 5. 91 12'ID HDPE SDR 17(i 00psi) WT. 12001b/ft pipe $9.70/ft + $.6/ft delivery = $10.3/lf $10.3x 3800' _ $39,140 Labor and equipment $20/lf $20x3800' = $76,000 Side sewer connectrions $20/ft, at 5 locations S20x3O'x5 = $ 3,000 4 Tee &test $168/ea.x 5 = $ 840 Z Grouting $200/cu. yd-------$105,274 02,_,o X 3 74 x 38op x 7 > J�/O s 17 4 Pit excavation S22/ cu.yd-------- $12,711 i3'D x 6 's.. X 4-0 'e- Xs LotATInA' s'� 7 Rechannel M.H. $600/ea. x5 = $3,000 .7. CDF $30/cu. yd.---------$600 i x 4 o ' z S+ Subtotal= $240,570 5 % Mobilization = $12,028 (t e.� ) Subtotal = $252,593 10% profit= $25,260 subtotal = $ 277,853 Total 12" Sliplining cost w/ 8.2% sales tax = $300,636 Use -5% to 10% for the bid price range: Direct Cost;-- $252,593 Bid Price range = $ 239,963 to $277,823 Use: $240,000 to $278,000 ( not including sales tax and profit ) E0'd QSS OS:OT S66T-20-nON C ® P CITY OF RENTON Oak Planning/Buildin—K g/Public Works Department Earl Clymer, Mayor Gregg Zimmerman P.E., Administrator August 21, 1995 RECEIVED AUG 2 5 1995 Stan Hummel ENGINEERING SERVICES Metro 821 Second Avenue - MS 117 Seattle, WA 98104-1598 SUBJECT: CEDAR RIVER TRUNKLINE PH III RE-ESTABLISHMENT OF RENTON LOCAL SEWERAGE FACILITIES Dear Stan: Per our recent telephone conversation, this letter will serve to provide background information on what led to the option of utilizing sliplining as the methodology for providing local service as well as the City's understanding of the MOA regarding reimbursement for this work. During the development of the MOA, it was not known the specific route or methodology that would be used for the relocation of Metro's Cedar River Trunkline through the City's aquifer protection area. As such it was not clear as to what means would be utilized to reestablish local sewer service that would be cut off as a result of the relocated trunk. Conceptually it was visualized that new local lines would be installed in both the Cedar River and Liberty Parks to existing City -owned facilities to reconnect the park facilities. As development of the project proceeded and it was known that the new Metro facility was to be routed down North 3rd Street, the subject of local service was investigated in more detail, and the option of utilizing the existing Cedar River Trunk was analyzed. This option provided many advantages over the construction of new facilities in a new alignment, the primary benefits being considerably less disruption to the parks and anticipated cost savings over installation of new facilities. Given this option it was decided by myself and (I believe) Roger Brown of Metro to proceed with the design of sliplining the existing Metro 42 inch Trunkline with an 12 inch pipeline. In regards to the subject of repayment of the reconnection of the City's facilities, it is the City's intent to reimburse Metro all costs directly associated with the reestablish- ment of sewer service interrupted along the existing trunkline alignment as outlined in Section 5.2.3 of the Memorandum Of Agreement (MOA). In the work currently being prepared by Metro, the City understands that it will pay all costs associated with the sliplining of the existing 42 inch line from Cedar River Park through Liberty Park to the reconnection with the interceptor at North 1st Street and Burnett Avenue North. It is our understanding that this work is being proposed as a separate schedule to the Phase III work for the Cedar River Trunkline Project, and that the City will be able to review the bids and determine whether to accept or reject the bid for that schedule. Given this approach, the City feels confident that its needs are served and we are prepared. We look forward to bringing this work to closure. So'd QSS SS:OT S66T-20-noN btu ' d �d101 Stan Hummel, Metro Cedar Rider Trunkline Phase III Page 2 If you have any questions or require additional information., please contact me at (206) 277-6212 Si OoTM., E;�istensP v astewater Utility Supervisor H:DOCS:95.710:DMC:ps CC: Gregg Zimmerman Ron Olsen Mann -Ling Thibert l%o'd QSd 6S:OT S66T-S0-n0N PROCES; EQUIPMENT WATER - WASTEWATER - AIR REi<<Y SALES AND SERVICE Wm. H. Reilly & Co. 910 S.W. l8th Avenue Portland, Oregon 97205 FAX (503) 223-0845 William M. Reilly, P.E. Portland (503) 223-6197 Seattle (206) 223-6197 4 �- R-11-t �i� Earl Clymer, Mayor November 2, 1995 Mann -Ling Thibert Metro 821 Second Avenue - MS 117 Seattle, WA 98104-1598 CITY OF RENTON Planning/Building/Public Works Department Gregg Zimmerman P.E., Administrator SUBJECT: CEDAR RIVER TRUNKLINE RELOCATION PHASE III UTILIZATION OF SPIROLITE HIGH DENSITY POLYETHYLENE PIPE Dear Ms. Thibert The City of Renton has been contacted by Chevron regarding the possible use of their pipe product known as Spirolite for use in the Phase III work of the Cedar River Trunkline Relocation project. We have received specifications for this material and have reviewed it for compliance with our Aquifer Protection Ordinance for pipe use in Zone One of the City's Aquifer Protection Area. In particular, the City reviewed the pipe's ability to resist chemical degradation, tightness of joints to prevent exfiltration, and overall structural integrity. Based on this evaluation, it is the City's decision that the Spirolite pipe meets the intent of the Aquifer Protection Ordinance and as such is approved for use on the Phase III project. This approval is subject to the pipe meeting the requirements of ASTM D-3212 and F-894, that the pipe be an integral bell and spigot type, and that the joints meet a zero leakage requirement. This approval shall not constitute a recommendation on the City's part. The final decision regarding the use of this product lies with Metro. If you have any questions or require additional information, please contact me at (206) 277-6212. Wastewater Utility Supervisor H:DOCS:95-935:DW:ps CC: Ron Olsen Lys Hornsby John Hobson William M. Reilly, P.E., Wm. H. Reilly & Company 200 Mill Avenue South - Renton, Washington 98055 coNcuRPcMcc DATE A 1 1 )dt5 NAME s I,";i-i!/1 Li'�^ �v l November 2, 1995 Mann -Ling Thibert Metro 821 Second Avenue MS 117 Seattle, WA 98104-1598 SUBJECT: CEDAR RIVER TRUNRLINE RELOCATION PHASE III UTILIZATION OF SPIROLITE HIGH DENSITY POLYETHYLENE PIPE Dear Ms. Thibert The City of Renton has been contacted by Chevron regarding the possible use of their pipe product known as Spirolite for use in the Phase III work of the Cedar River Trunkline Relocation project. We have received specifications for this material and have reviewed it for compliance with our Aquifer Protection Ordinance for pipe use in Zone One of the City's Aquifer Protection Area. In particular, the City reviewed the pipe's ability to resist chemical degradation, tightness of joints to prevent exfiltration, and overall structural integrity. Based on this evaluation, it is the City's decision that the Spirolite pipe meets the intent of the Aquifer Protection Ordinance and as such is approved for use on the Phase III project. This approval is subject to the pipe meeting the requirements of ASTM D-3212 and F-894, that the pipe be an integral bell and spigot type, and that the joints meet a zero leakage requirement. This approval shall not constitute a recommendation on the City's part. The final decision regarding the use of this product lies with Metro. If you have any questions or require additional information, please contact me at (206) 277-6212. Sincerely, David M. Christensen Page 2 November 2, 1995 Wastewater Utility Supervisor cc: Ron Olsen Lys Hornsby John Hobson SPIRO.DOC/DMC /Gl, ,� tom`/1 � %�,�•�2�CG%-� CITY OF RENTON Earl Clymer, Mayor November 2, 1995 Mann -Ling Thibert Metro 821 Second Avenue - MS 117 Seattle, WA 98104-1598 Planning/Building/Public Works Department Gregg Zimmerman P.E., Administrator SUBJECT: CEDAR RIVER TRUNKLINE RELOCATION PHASE IH UTILIZATION OF SPIROLITE HIGH DENSITY POLYETHYLENE PIPE Dear Ms. Thibert The City of Renton has been contacted by Chevron regarding the possible use of their pipe product known as Spirolite for use in the Phase III work of the Cedar River Trunkline Relocation project. We have received specifications for this material and have reviewed it for compliance with our Aquifer Protection Ordinance for pipe use in Zone One of the City's Aquifer Protection Area. In particular, the City reviewed the pipe's ability to resist chemical degradation, tightness of joints to prevent exfiltration, and overall structural integrity. Based on this evaluation, it is the City's decision that the Spirolite pipe meets the intent of the Aquifer Protection Ordinance and as such is approved for use on the Phase III project. This approval is subject to the pipe meeting the requirements of ASTM D-3212 and F-894, that the pipe be an integral bell and spigot type, and that the joints meet a zero leakage requirement. This approval shall not constitute a recommendation on the City's part. The final decision regarding the use of this product lies with Metro. If you have any questions or require additional information, please contact me at (206) 277-6212. Wastewater Utility Supervisor H: DOCS:95-935: DMC: ps CC: Ron Olsen Lys Hornsby John Hobson William M. Reilly, P.E., Wm. H. Reilly & Company 200 Mill Avenue South - Renton, Washington 98055 i Mr Y Municipality of Metropolitan Seattle �] • 57.1 Second Ave. l • Seatte, WA 9SI04-1598 Exchange building DATE SENT: TPUMSMITTED TO: FACSIiS2I,E TP.ANSMISSIaN COv :R SI;EET /-zq-iq41 el -'J O MAR 2 41994 CITY OF RENTON Engineering Dept Rtm I-V' A/ . o TRAN5'KITTED FROM: �" � �j / /� �j %,� (Name) (Mail Stop) 79 5 (Phone) Fr?CSZidILE TRANSidISSION NUMBER: (206) 654-1710 NC. OF PAGES TRANSMITTED: (Including Cover Sheet) FOR INTERNAL STAFT USE -ONLY: ARMS/TASK NO.: SUBJECT: NOTES: rj GSS OT:OT b66T-bZ-�mw m IL Q W m 9) Q Q 6"- it Sower pipe Side View Bgee braket - - NOTE 5/16xW Hex Hd. S.S. Bolt with washer. 112" Screw 1). Installation of NO-PU can be accomplished by either glueing base bracket to PVC Plpe and clamping till dry or on metal and concrete pipe use 1l4' pilot hole to secure base bracket to inelde of maintenance hole flush with end of plpewith concrete anchor bolt. 2). Remove NO-PU prior to cleaning pipe with power Jet to avoid damaging the Hypalon enclosure. 3). Torque bolts 114 past hand tight. 4). Install NO-PU In down stream ( Egrees) outlet only! 114" pia. Hole o Allernate Attachment to or PP1pe. End View (b A Side View Top View Section "A" Note! 1). Connect NO-PU Vault to 6" side sewer with S.S. coublings and incase with cement. 2). Install 12" riser pipe aver voult and reduce to 8"at ground level. m (0 rj N s 0- Q W m m v N CY Q E,r Beee braket 6"- 12" Sower pipe Air Flow Sewage Flown Side View NOTE! 5/16YN Hex Hd. S.S. Bolt with washer. 1/2" Screw 1). Installation of NO-PU can be accomplished by either glueing base bracket to PVC Ipe and clamping till dry or on metal and concrete pipe use 114' pilot hole to secure base bracket to Inside of maintenance hole flush with end of pipewith concrete anchor bolt. 2). Remove NO-PU prior to cleaning pipe with power Jet to avoid damaging the Nypalon enclosure. 3). Torque bolts 114 past hand tight. 4). Install NO-PU In down stream (Egrees) outlet only! 114"u i,. Hole �orr Al rnele Attachmont to Othor 1pe. End View d I e 3/8"Dia. Dowel lvt)-rU. 6"PVC 1 - 1 1 1- Sewage Flow 0 Side View ti Top View Section "A" Note! 1). Connect NO-PU Vault to 6" side sewer with S.S. coublings and incase with cement. 2). Install 12" riser pipe over vault and reduce to 8"at ground level. r m n m (n d f drid► R1ETR0 King County / Department of Metropolitan Services Fxchange Building • 821 Second Avenue • Seattle, WA 9SI04-1598 (206) 684 - 214 FACSIMILE TRANSMISSION COVER SHEET DATE SENT: 61121 6� TRANSMI'= TO: 44, so go TRANSMI= FROM: Z;�Qt� / � 'Y�W`Yi ` 1 (Name) (Mail Stop) (Phone) FACSIN= TRANSMISSION NITMI3ER: (206) 694-1710 # OF PAGES TRANSMII"I'ED: (including cover sheet) FOR INTERNAL USE ONLY: 7ppe'kPROJECT: r 7/ Ver 8�,/.3 ARMS/TASK �: A b/5-1.3 SUBJECT: C ,0. n piar- NOTES: 45 QU i yf . fj4r V, TO'd QSd Tb:60 S66T-TE-d3S r- NEW HDPE PIPE 2•: = D 12 = d Ex GRADE MIN MIN - \--- - - -- _---- - - - - -- c , NOTES: `Ex 42" PIPE t, HORING AS REGU! c =!CATIONS. 2. d = OD OF THE NEW 12" HOPE PIP£. 0000000000000 TYP INSERTION HOLE DETAIL A SCALE: NONE - FOGTITE 8-1C TL WITH H2O CAST IRON TRAFFIC COVER OR APPROVEG EQUAL, FLUSH WITH PAVEMENT Sl- PAVED AREAS FOGTITE 8-10 TL wITH H2O CAST IRON TRAFFIC COvEIR OR APPROVED EO ANCHOR PIPE WIT( GROUT, ALL AROU _ £X 8" CONN SEE NOTE 1-� i' FLEXIBLE COUPLING STRAPPED TO PIPES (STING PAVEMENT RTICAL CLEAN OUT 1'H PLUG EART�i OR SOD TICAL CLEAN OUT i PLUG !E DRILL AS REO'D ( fP} 42"t RCP OR DIP 6;�>' ll b Tcc i CONTINUOUS GROUT FILL, SEE_ NOTE 2 �12" MIN 10 HOPE UNIMPROVED AREAS AT SIDESEWER CONN DETAIL 6 SCALE; ale' CONC ENCASE NEW 12" MIN LIMIT OF SAW 1 (TOP KALF of -L-- MIN LENGTH = OF THE NEw �• SEE NOTE 3 -----------------' I --L-- EXISTING 42"8 TYPICAL PLAN AT AC SCALE; NONE EXISTING 42"0 MH BEARING GRO EL MH 1E R10-1 31.80 33.10 -�-- 18 9G 20.0% ---- S 44'40'53" E R1C-2 _ 5 44'01'49.5" E _ R10-3 _ 36.00 22.55 R 1074 _ _ _ S 44'01'49-5" E S 85-01'40" E 39.10 24.23 R10-5 39.SC 2E.04 S 47'00'24' E _ R10-E 42.60 --_-__— -41.30 r 25.52 N 55!33'137' E R10-6 —_- 26.1.6 If S 56'41-57' E R I 0-jjB a4,00 27.39 S 40'47'05' E — R1 a4,20 29.a4 0-6C S 1729'55 W (6Co) 44.2C 29.49 _.. S 72-30'05" E (6Cb) R10-B 43.94 30.58 R10-8A _ S 88 24'34' E 45.25 31.5_6 S 8824'34" E _ : �531 32.66 R10-9 _ IN 8750' 10" F R 10-10 46.58 35.48 R10-12A SO.OD 30.8% N 4730' 15.5- E R 10-11 52.47 37.14 No. I REY�I'JN z0•d BY IAPP'71 DATE QSS Tb:60 S66T-Tz-d3S �ed �d101 B- G 0 E T.L. f T' 10 N C O R P O R A T E D TRAFFIC COVER �� BRASS 'oL„ 80LTS a WT.- 4 � CZ• ��, i3NUTS 1N DIAGONAL 0 all CORNERS o 22 • 12 �\ r i► ' s:aa,d QS�l Zb:60 SSST—TE—dES &METRO I so King County Department of Metropolitan Services 821 Second Ave., M.S. 120 • Seattle, WA 98104-1598 September 19, 1995 Ms. Leslie Betlach Community Services Department City of Renton 200 Mill Avenue South Renton, WA 98055 • Environmental Planning and Real Estate Division (206)684-1165 • Fax (206) 684-1900 Cedar River Trunk Relocation, Phase III Dear Ms. Betlach: Please find enclosed, in duplicate, a Permanent Easement and a Temporary Construction Easement for approval by the City Attorney and signature by Mayor Earl Clymer.. The King County code requires Council approval to release existing easements. This process can be lengthy. In order to avoid further delays, we request Renton execute the above mentioned documents prior to obtaining the executed Release of Easement. Our staff is hopeful a new code change will eliminate the need for Council approval and once the issue is resolved, we will move forward to have the Release of Easement executed by the County Executive. If you have questions or comments, please call Barbara Bouvette at 689-5230. Sincerely, Susan M. Solberg, SR/WA Supervisor, Real Estate SS:bbe enclosures cc: Mann Ling Thibert Dave Christianson Larry Warren G:BBPARK Recycled Payer 'R ..LL Earl Clymer, Mayor August 21, 1995 Stan Hummel Metro 821 Second Avenue - MS 117 Seattle, WA 98104-1598 CITY OF RENTON Planning/Building/Public Works Department Gregg Zimmerman P.E., Administrator SUBJECT: CEDAR RIVER TRUNKLINE PH III RE-ESTABLISHMENT OF RENTON LOCAL SEWERAGE FACILITIES Dear Stan: Per our recent telephone conversation, this letter will serve to provide background information on what led to the option of utilizing sliplining as the methodology for providing local service as well as the City's understanding of the MOA regarding reimbursement for this work. During the development of the MOA, it was not known the specific route or methodology that would be used for the relocation of Metro's Cedar River Trunkline through the City's aquifer protection area. As such it was not clear as to what means would be utilized to reestablish local sewer service that would be cut off as a result of the relocated trunk. Conceptually it was visualized that new local lines would be installed in both the Cedar River and Liberty Parks to existing City -owned facilities to reconnect the park facilities. As development of the project proceeded and it was known that the new Metro facility was to be routed down North 3rd Street, the subject of local service was investigated in more detail, and the option of utilizing the existing Cedar River Trunk was analyzed. This option provided many advantages over the construction of new facilities in a new alignment, the primary benefits being considerably less disruption to the parks and anticipated cost savings over installation of new facilities. Given this option it was decided by myself and (I believe) Roger Brown of Metro to proceed with the design of sliplining the existing Metro 42 inch trunkline with an 12 inch pipeline. In regards to the subject of repayment of the reconnection of the City's facilities, it is the City's intent to reimburse Metro all costs directly associated with the reestablish- ment of sewer service interrupted along the existing trunkline alignment as outlined in Section 5.2.3 of the Memorandum Of Agreement (MOA). In the work currently being prepared by Metro, the City understands that it will pay all costs associated with the sliplining of the existing 42 inch line from Cedar River Park through Liberty Park to the reconnection with the interceptor at North 1st Street and Burnett Avenue North. It is our understanding that this work is being proposed as a separate schedule to the Phase III work for the Cedar River Trunkline Project, and that the City will be able to review the bids and determine whether to accept or reject the bid for that schedule. Given this approach, the City feels confident that its needs are served and we are prepared. We look forward to bringing this work to closure. 200 Mill Avenue South - Renton, Washinj,ton 98055 Stan Hummel, Metro Cedar River Trunkline Phase III Page 2 If you have any questions or require additional information, please contact me at (206) 277-6212 �1 Si M. ugristensp astewater Utility Supervisor H:D0CS:95-710:DMC:ps CC: Gregg Zimmerman Ron Olsen Mann -Ling Thibert ��'METRO Letter of Transmittal 821 Second Ave., M.S. 117, Seattle, WA 98104-1598 (206) 684-1298 To e 1/ V O/ &W TO i,,e/ We are sending you the following: ❑ Attached ❑ under separate cover Date 6 /z 3 / y5 File/Contract No. To Attention Of / TOH^/ Regarding Copies Date Drwg. No. Description /a3 yj ,rZ�Gr M � AJ h 5 7AJ P1Z4,✓ /1-i 5 5,6c 7-10AJ /507Z These are transmitted: Remarks ❑ For approval ❑ For your use and information ❑ As requested K For review and comment ❑ Other Signature r �-� Title Division � 0991(12/91) SECTION 15072 HIGH DENSITY POLYETHYLENE PIPE SLIP -LINING PART 1 GENERAL 1.01 SUMMARY A. This section specifies butt -fused high density polyethylene (HDPE) pipe as used for slip -lining the existing Cedar River pipelin AS s,+nwN ,t, B. Construction documents of the original Cedar River pipeline project may be reviewed at Metro's office upon request. Metro does not warrant the accuracy of the information given in these documents with regard to actual conditions. Copies of the documents may be made by the Contractor at its own expense. 1.02 REFERENCES A. This section incorporates by reference the latest revisions to the following documents. They are a part of this section as specified and modified. In case of conflict between the requirements of this section and those of the listed documents, the requirements of this section shall prevail. ASTM D638 Test Method for Tensile Properties of Plastic ASTM D790 Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials ASTM D1248 Polyethylene Plastics Molding and Extrusion Compounds ASTM D1505 Test Method for Density of Plastic by the Density Gradient Technique ASTM D2657 Heat Jointing Polyoleofin Pipe and Fittings ASTM D3035 Polyethylene Plastic Pipe Based on Controlled Outside Diameter ASTM D3350 Standard Specification for Polyethylene Plastic Pipe and Fittings Materials ASTM F714 Polyethylene (PE) Plastic Pipe (SDR-PR) Based on Outside Diameter PPI Hand Book of Polyethylene Piping, Chapter 10 PART 2 PRODUCTS 2.01 BUTT -FUSED POLYETHYLENE PIPE A. Materials: 1 . Pipe, Fittings and Joints: a. The pipe, fittings and joints shall be high density polyethylene as manufactured by Phillip . Driscopipe, Richardson, Texas, or Polypipe, Gainsviile, Texas, or approved equal. Pipe material shall be Type III, Category 5, Class C, Grade P34 in ASTM D1248 designation PE- 3048 and minimum cell classification of 345434C per ASTM D3350. A minimum wall thickness shall be SDR 17 per ASTM F714. Pipe made from this compound must have a long-term hydrostatic strength of 1250 psi, or greater. Internal and external surfaces of the pipe should be smooth, clean and free of grooving and other defects. Each pipe length should be stamped with a clear and permanent mark indicating: 15072 - 1 Pdll ky, E • 1) Standard 2) Date 3) Raw material 4) Thickness 5) Nominal pressure 6) Name and signature of manufacturer b. Compliance with the requirements of this section shall be certified in writing by the pipe supplier, upon request. 2. Sealant: a. Polyurethane Sealant: Sealant shall be CR-202 as manufactured by the 3M Company, or approved equal. The sealant shall be a hydrophilic polymer specially designed for sanitary sewer conditions. When the sealant is mixed with an equal quantity of water, the material will expand 10 to 12 times its original volume and cure to a tough, flexible, elastomeric condition. When dry, the compound shall exhibit strength properties of at least 80 psi tensile and 700 percent elongation. The material shall not change in linear dimension more than 18 percent when subjected to wet and dry cycles. Handling and use of the compound may be toxic under certain conditions and caution shall be exercised in accordance with the recommendations of the manufacturer. The polyurethane sealant shall also be compatible with the jute oakum specified below. b. Sealing Gel: Shall be CR-250 as manufactured by the 3M Company, or approved equal. The sealing gel shall meet the same requirements as the polyurethane sealant specified above except that it shall be designed to be applied with a packer and shall exhibit a wet tensile strength of at least 50 psi with an elongation of 250 percent. The sealing gel shall also exhibit zero shrinkage when continuously exposed to moisture. c. Jute Oakum: 1) Dry jute oakum, twisted into a rope, shall be supplied to be used as a filler with the polyurethane sealant. The jute oakum shall conform to Federal Specification HH-P-117 as published in the Federal Standard Stock Catalog, Section IV, Part 5. 2) The jute oakum shall be made from thoroughly carded jute fiber and shall be free from hard, coarse fibers and extraneous matter. It shall be supplied in rope form with 8 strands having a twist of approximately 1.25 turns per foot. Diameter shall be approximately 2 inches and the weight shall be approximately 0.4 pounds per foot. Strand diameter shall be approximately 1/2-inch. 3) The jute oakum shall contain less than 8 percent oil by total weight of the packing. B. Material Acceptance: 1. Inspection of Materials: a. If material is found to have defects during the installation, that material shall be rejected by the Engineer or its authorized inspector. Defective material should be removed from the joining site and not used during the installation. With the approval of the Engineer, pipe may be repaired by cutting out the damaged sections and thermally fusing the remaining acceptable pipe. b. Acceptable limits for cuts, gouges and scratches are as follows: O.D. Surface Maximum allowable depth of cut, scratch or gouge shall be 10 percent of wall thickness I.D. Surface Shall be free of all cuts, gouges or scratches 2. Handling of Pipe and Materials: Pipe and fittings shall be handled carefully at all times to avoid damage. Straight lengths of pipe can be safely unloaded using mobile handling equipment capable of lifting the weight of pipe to a height that will allow the complete pipe length to clear truck side racks. Wide belly -band slings are recommended for handling straight lengths of pipe. Thick nylon rope slings may also be used, either in an inverted "Y" or with a spreader beam to distribute the weight evenly over two lifting points. Forklifts or mobile cranes can be used to move straight lengths of pipe, providing that the load is lifted at mid -point. Forks shall be checked for ragged edges or burrs. These shall be removed or the forks wrapped to prevent damage to the pipe. Under no circumstances should standard hooks be inserted into the pipe ends to lift pipe. Dragging the pipe over gravel or rock shall not be allowed. 15072 - 2 W/M1-96 3. Storage of Pipe and Fittings: a. Storage of the pipe and fittings on the job site shall be in accordance with the pipe manufacturer's recommendation. b. Recommended ground conditions are leveled gravel, sand, topsoil or grass. The interior of all pipe and fittings shall be kept free of debris and lifting equipment at all times. c. Pipe shall be piled in a free-standing manner with wide -face wooden chocks restraining the bottom layer. 4. Thermal Fusion Fabrication: a. Butt -fusion joining of pipe and fittings shall be performed in accordance with the procedures established by the pipe manufacturer. b. Butt -fusion joining of pipe and fittings shall be performed on fusion machinery approved by the pipe manufacturer. Fusion pressures, temperatures and cycle times shall be according to pipe manufacturer's recommendations. No pipe or fittings shall be joined by fusion by any contractor not adequately trained and qualified in the techniques involved. c. Joining sites should be cleared and graded if necessary to provide enough space for pipe storage and fusion. 2.02 PRODUCT DATA A. The following information shall be provided: 1 . Manufacturers' certificates of compliance with the specified standards and Contractor's layout drawings. PART 3 EXECUTION 3.01 GENERAL A. Submittal for Approval of Contractor's Proposed Method and Equipment: The Contractor shall submit 3 copies of proposed methods and equipment, for approval, prior to beginning work, as follows: 1 . Sewer Pipeline Cleaning: a. Equipment list b. Methods 2. Sewage Flow Control: a. Equipment list b. Methods of controlling main pipe line flow, including location where sewage is to be diverted to, type of pipe to be used for the bypass, and method of side sewer flow control c. Methods for employing standby equipment when required during any emergency to include the use of a second pumping unit on standby or two pumps alternating. B. General Television Inspection Requirement: The following general requirements shall be adhered to by the Contractor, unless otherwise approved by the Engineer: 1 . The Contractor shall provide a closed-circuit television inspection before the cleaning of the sewer line. 2. Before installing any pipe linings, the Contractor shall provide post -cleaning sewer line television inspection to ensure there are no deleterious substances present that will interfere with pipe lining installation. The Contractor shall notify the Engineer prior to each such inspection, shall permit the Engineer to view the inspection, and shall obtain the Engineer's approval before proceeding with the pipe lining installation. 3. After the sewer line repairing work is complete, and before final acceptance, sewer will be inspected by the Contractor using a television camera with a wide angle lens. A copy of the video tape shall be given to the Engineer. Television inspections shall be recorded oil previously unrecorded VHS tape at SP speed. 4. The Contractor's inspection of pipelines shall be performed by experienced personnel trained in locating breaks, obstacles and service connections by closed-circuit television in the presence of the Engineer. The interior of the pipeline shall be carefully inspected to determine 15072 - 3 W/M1-96 the location and extent of any structural failures. The locations of any conditions which may prevent proper installation of the liner into the pipelines shall be noted so that these conditions can be corrected. A copy of the video tape and suitable log shall be given to the Engineer and kept for later reference. Video tapes shall be previously unrecorded VHS tape recorded at SP speed. 5. Should Contractor's inspections reveal the pipes to be in substantially different conditions than those stated in the design considerations, the Contractor shall then request a change in pipe wall thickness, and support such request with design data in accordance with manufacturer's standard design policies. The deviation, if approved, shall be reflected by an appropriate addition or reduction in the unit cost for that size of liner. 6. The Contractor shall bear all costs incurred in correcting any deficiencies found during the inspection including the cost of any additional television inspection that may be required to verify the correction of said deficiency. 7. The Contractor shall be responsible for all costs incurred in any television inspection performed solely for the benefit of the Contractor. C.' Sewage Flows: 1 . The Contractor shall perform all work in the dry condition, and except for the run(s) being worked on, the existing sewerage shall be maintained throughout the length of the Contract without any interruption of sewer service. The Contractor shall be responsible for all bypass measures necessary to maintain sewer service, and any costs incurred in providing a bypass system shall be included in the lump sum price for installation of pipe lining. The Contractor's proposed sewage bypass system shall be submitted to the Engineer for approval a minimum of 48 hours prior to implementation. 2. The Contractor shall assume all responsibility for any raw sewage overflows or backups, in main line or side sewers, that occur for any reason related to the performance of this Contract. The Contractor shall bear all consequences and damages caused by the overflow due to the work activities. D. Traffic Control: The Contractor shall provide adequate traffic control during the course of its work in accordance and in compliance with the City of Renton and local traffic codes. E. Safety Requirements: The Contractor shall cant' out its operations in strict accordance with all OSHA, WISHA and manufacturer's safety requirements. Particular attention is drawn to the safety requirements involving work with scaffolding and entering confined spaces. Community Relations: 1 . Residents living adjacent to the pipeline will be notified by Metro that work will be done to rehabilitate the sewer line in their area. A general description of the purpose of construction work and proposed schedule will be distributed by Metro. 2. The Contractor shall prepare a proposed schedule of the work for Metro to use in informing the public. The proposed schedule of work shall include the following: a. When the bypass piping will be laid and removed. b. If a conveyor belt is to be used, when it will be set up and removed. c. When the setup for installing pipe lining will be erected and removed. d. When the installation of pipe lining will be started and finished. G. Restoration: The Contractor shall restore all public and private property damaged by the Contractor's operation to its original condition or better in accordance with Section 01700. Payment for all restoration shall be included in the lump sum price for installation of pipe lining. 3.02 BUTT -FUSED POLYETHYLENE SEWER PIPE A. Cleaning and Clearing the Sewer Line: The existing pipeline needs to be relatively clean to facilitate placement of the polyethylene liner. It may be accomplished by using cleaning buckets, kites or plugs through the existing pipe structure. 15072 - 4 W/M1-96 B. Insertion: 1 . After approved cleaning and inspection, the Contractor shall slip -line the designated sewer section. 2. Prior to slip -lining, the location of excavation for insertion pits shall be determined by the Contractor and submitted for approval to the Engineer. Insertion may be from two directions. The insertion pits should be within 60 feet from either side of the manhole. The width and length of the pit shall conform to the latest edition of Plastics Pipe Institute's PPI Handbook of Polyethylene Piping, Chapter 10, "Pipeline Rehabilitation with Polyethylene Pipe." 3. Sheeting and bracing requirements shall depend upon the depth and ground conditions encountered as required by OSHA and WISHA. Trench supports must be positioned so as not to affect insertion. Neither winch cable nor lining should touch the support system. The top of the existing pipe shall be exposed to spring line and the crown of the pipe removed as necessary for the insertion of the liner. The location of all insertions must be approved for any work being undertaken. 4. The length of polyethylene pipe which can be pulled will depend upon the diameters of the existing sewer and the liner, the ease of access to the sewer, the allowable working space, etc. The pulling length shall not exceed that recommended by the pipe manufacturer and shall be determined after pre -inspection. 5. Before insertion, the pulling of a "sizing pig" through the existing sewer may be required, as directed by the Engineer. The "pig" can be fabricated with pulling heads on each end of a piece of plastic liner approximately 8 feet long, of the same diameter as the pipe to be inserted. This will prevent any difficulties with long lengths of pipe becoming stuck in insertion by ensuring that offset joints and tilted sections can be cleared. 6. The liner shall be lubricated in such a manner and with such materials as recommended by the pipe manufacturer. 7. A full-size steel pulling head shall be attached to the leading end of the polyethylene liner with a power winch cable connected thereto. The power winch and cable shall be of sufficient rating to pull the liner through the existing sewer. Winching forces shall be continuously monitored. The Contractor shall provide whatever pulleys, rollers, bumpers and other equipment are required to protect the existing sewer and the polyethylene pipe from damage during the pulling operation. Any damage to the existing sewer or lining shall be corrected by the Contractor at its own expense. 8. Caution must be taken not to stretch the polyethylene pipe beyond its elastic limit in the event of an impediment. In the event an interference is encountered during the pulling operation, the Contractor shall maintain on hand such equipment as might be required to withdraw the liner. 9. The pipe shall be laid true to the lines and grades within the existing sewer as shown on the Contract Drawings. The Contractor's operations shall be conducted to prevent damage to the existing sewer, polyethylene liner or adjacent facilities. The Engineer shall inspect all pipe and fittings before and after installation. 10. After insertion, the liner shall be allowed a minimum of 12 hours (or as otherwise recommended by the pipe manufacturer) to reach temperature equilibrium with the sewer and to stress -relieve itself. No connections shall be made to the liner during this period. The Contractor is cautioned that it must pull such additional length of polyethylene pipe as is required to compensate for contraction during this period. 11, Upon completion of the lining of each section, the area excavated around the existing line to allow insertion of the liner shall be cleaned down to the spring line. The entire cut section of pipe shall then be capped with its original or new concrete pipe crown and sealed with cement sand grout. The annular void at the cut section shall be filled with cement sand grout and extended 1 foot into the uncut section. 12. Upon completion of the pipe capping and annular void grouting, an area at least 2 feet outside. the opening of the concrete pipe shall be encased with lean concrete. The concrete shall be placed against undisturbed earth at the sides of the excavation and to a point 12 inches above the top of the pipe. The concrete shall be placed in such a manner that it will not place any undue stress on the polyethylene liner. 15072 - 5 W/M1-96 C. Joints: The manufacturer's standard lengths of pipe shall be joined together by a heat -fusion method in accordance with the manufacturer's recommendations. Joints between pipe sections shall be smooth on the inside and all internal beads forming at pipe liner joints resulting from butt - fusion shall be removed prior to insertion of the liner. D. Anchoring of the Lining: 1 . General: After insertion of the liner, a minimum of 12 hours shall be allowed for the liner to reach equilibrium with the sewer temperature and to allow the pipe to stress -relieve itself. After this 12-hour equilibrium period, the pipe may be anchored. 2. At Structures: The liner shall be anchored at all structures utilizing the EPG technique. This technique consists of saturating jute oakum with the polyurethane sealant and filling the annular space between the liner and the existing sewer with this compound as shown on the Drawings. E. Sewer Service Reconnections: 1 . The Contractor shall be required to reconnect existing sewer services, after installation of the liner, at the locations shown on the plans, discovered by the pre -construction TV video inspection, and as directed by the Engineer. 2. After the liner has been secured in the upstream manhole, and the slip -lined pipe has gone through a period of relaxation and passed the air test, all existing services shall be reconnected. 3. Each existing service connection shall be excavated as required and reconnected to the new liner. The liner shall be tapped using a hole saw of the proper diameter for the particular connection as recommended by the pipe manufacturer. The connection of the main shall be made and the service or lateral pipe shall be laid such that there will be a smooth flow from the existing pipe through the new pipe and connection, and such that cleaning equipment will pass easily without damaging the service or lateral. 4. The Contractor shall remove any fallen pipe, bricks, mortar, earth or other material from the annular space. F. Grouting of the Annular Void: 1 . Prior to backfill, the sections as designated on the plan require the annular void to be grouted. The annular space shall be sealed over its entire length with a cement grout, or a dry sand and cement mix in accordance with Section 03600, in a manner to ensure complete elimination of the void. 2. The grouting plan shall be submitted to the Engineer and approved prior to the grouting. The grout shall be placed in such a manner that it will not place any undue stress on the polyethylene line. Acceptance of the grouting will be based on the amount of quantity installed. 3. The Contractor shall take whatever precautions are necessary to prevent the polyethylene liner from rising off the existing sewer invert during placement and curing of the grout. 4. A detailed plan shall be submitted for approval showing equipment and procedures proposed for placing grout. G. Testing: Shall be the responsibility of the Contractor. Tests for compliance with this Specification shall be made as specified herein and according to the applicable ASTM specification. A certificate of compliance with this Specification, along with a report of that test, shall be provided by the Contractor for all material furnished under this Specification. In addition, Metro may, at its own expense, witness inspection and test materials. 1 . Tensile Properties: The tensile strength, yield strength, elongation and elastic modulus of the material shall be determined in accordance with ASTM D638. ASTM D638 shall be used to determine that the thermal butt -fusion joints are as strong or stronger than the materials joined. 2. Melt Index: The melt index of the polyethylene resin shall be determined in accordance with ASTM D1238 and shall be equal to or between 0.1g/10 minutes and 1.0g/10 minutes. 3. Density: The density of the base polyethylene resin shall be determined in accordance with ASTM D1505 and shall be equal to or between .941g/cc and .955g/cc. 4. Environmental Stress Cracking Resistance: a. The material shall be tested in accordance with ASTM D1693, Condition B. The test reagent shall be Igepal CO-630 in 25 percent solution by volume. The specimens shall be in the solution not less than 100 hours before reaching a 50 percent failure point (F50). 15072 - 6 W/M1-96 b. Deformation of the slip -liner of 6 percent or more, which is to be determined by the post - inspection, is unacceptable. 5. Rejection: a. Polyethylene pipe and fittings may be rejected for failure to meet any of the requirements of this Specification. b. All completed joints shall be watertight at the rated pressure for the pipe and shall have strength characteristics equal to or greater than the pipe itself. Improperly made or damaged joints shall be repaired or replaced as directed by the Engineer at the Contractor's expense. 6. Air Test: After installation of the liner, but before the reconnection of services, the Contractor shall perform an air test on the liner to determine if it is water -tight. The Contractor shall furnish all necessary equipment to conduct the test, which is a low-pressure air test. Procedures to be followed should be as recommended by the manufacturer. MINIMUM TEST TIME FOR 0.5 PSI AIR DROP Pipe Size Minimum Test Time (inches) (minutes) 12 6 15 7.5 18 9 21 10 24 11.5 a. If the time for the pressure to drop 0.5 psi is 125 percent or less of the time given in the table, the line shall immediately be repressurized to 3.5 psi and the test repeated. b. If building laterals have been pre -connected, they shall be considered part of the lateral to which they are connected and no adjustment of test time shall be allowed to compensate for the smaller diameter of the house lines. H. Backfilling and Clean -Up: 1 . After the concrete encasement within the access pit is set for 4 hours, initial and subsequent backfill with Type A material will be completed in accordance with Section 02200. 2. The Contractor shall clean up and restore the project area affected by its operation to its original condition or better. END OF SECTION 15072 - 7 go FACSIMILE TRANSMISSION COVER SHEET m DATE SENT: A s TRANSMITTED TO: D /v 135� LO o TRAM SMITTED FROM: M A Aj "J (Name) (Mail Stop) (Phone) FACSIMILE TRANSMISSION NUMBER: (206) 684-1710 # OF PAGES TRANSMITTED: (including cover sheet) Q FOR INTERNAL USE ONLY: w - PROJECT: 0 r� - 4 ARMS/TASKLn #: m m SUBJECT: ID Z ti NOTES: EX 42'0 PIPE WITH NEW 120 HDPE SLIP UNING (TYP) N 1ST ST 1 — — SD P so o � 100 I50 FEET (I.-50-1) o` do 6 S-.0034 ! W C203 III I jl TYP AdF I l ill I II I� II 1 I c.: 2. THE 42'0 SEWER DROPS 15* FEET BETWEEN MH R10-1 AND NH R01-23. THE CONTRACTOR SHALL USE CAUTION WHEN WORKING IN THIS AREA BEGIN HD SUP LINING �. S S-.004 'S SEE NOTE 2 `i .� I yc�c^ k 203 J I � r, r �IiIIII 5. 7 160.2J' b9 ebb F cc 10 150 I ;r+} C�.�. , ICI`. =P•. .•\+�'+ FE P•Spif'S � .- .. � r . . J' PROPOSED 47'0 CEDAR RIVER TRUNK RELOCATION PH 3— �� b0p ^ LC- I NOTE 4 (TYP) / -`--^ n NOTE 2 5-.006 MH R10-12A ,p STA 40+32.30 N 178651.13 !� E 1664003.70 /// ' c5.6S .� iE6a 2c'..,7 �k a- \ ��\\ RI•1E4� t�Cc`C� EX 42 7" � PLUGGEQ DURING RH 3 CCU �fcr, --r S.A 37r 78.55 i „ + 784 78 09 PLAN � I 50 0 50 100 L _150-_ I --- - FEET (1"-50't) 2. REMOVE FRAME AND COVER AND TOP 4 FEET OF EXISTING MANHOLE. FILL WITH GRAVEL COMPACTED TO 90% MAXIMUM DENSITY TO MATCH EXISTING GRADE. 3. INSTALL 4 FOOT DEEP GROUT PLUG INTO THE END OF THE EXISTING 4f RCP AS IT LA ENTERS FROM THE EAST INTO MANHOLE RIO-9. C Z 4. ABANDON IN PLACE EXISTING 47" RCP, 0 SHOWN BY DASHED LWE. �D \D U1 A m cn 17 s" !n �v ► - - J / AIlk - IRA i> a �- �i t \r � 08+6 L d1S awn H31` A — � f0 Y V rI 1 N TOTAL P.03 No. J�FI 4. F �- REViSiON \\ `BEGIN HDPE\ "\ SLIP LINING \�ti NOTE 2 . BY 1APP'DI DATE EX 42*0 PIPE WITH NEW 14'0 HDPE SLIP LINING (TYP) N 1 ST ST PLAN 50 0 •, 5 100 150 FEET (1-=50't) C`S C204 S-.0034 V to C `c C203 TYP G e O w ' IC .' �. 11 r' h 1 PLAN iL`yx=2� g` 50 0 50 100 150 FEET (1'-50't) I INOTES: 1. REFER TO EXISTING SEWER AND LATERAL CONNECTION SCHEDULE ON SHEET C204 I FOR ADDITIONAL INFORMATION AND DATA. XI 2. THE 42"0 SEWER DROPS 15t FEET O BETWEEN MH R10-1 AND MH ROI-23. THE OD CONTRACTOR SHALL USE CAUTION WHEN + WORKING IN THIS AREA 00 Q 3.. CALL 1-800-424-5555 48 HOURS BEFORE YOU DIG. NO REPRESENTATION IS MADE AS TO THE EXISTENCE OR NON-EXISTENCE OF ANY UTILITIES, PUBLIC OR PRIVATE. W ABSENCE OF UTILITIES ON THESE DRAWINGS JIS NOT ASSURANCE THAT NO UTILMES _ J ARE PRESENT. IF BURIED UTILITIES ARE SHOWN, THE LOCATION AND DEPTH ARE = APPROXIMATE ONLY. THE EXACT LOCATION U AND DEPTH OF ANY UTILITY SHALL BE I DETERMINED BY THE UTILITY COMPANY PRIOR TO ANY EXCAVATION. I I I I 102F Et -\I Cho .- n 0 /tea P fig, cad. 'Ik ,161 r � I O 00 CD TYP Ex 10' W EASEMENT J I J S � a I cpA.' y I F I L DESIGNED: M-LT/DJB DRAW CHECKED: DJB /1 M E T R O Municipoiity of MetropoGlon SeolUe L MAY 95 LE' ORIGINAL CEDAR RIVER TRUNK tiEE NO: REHABILITATION G45 NOTED ALIGNMENT PLAN DMINING /ND: BRACT NO, C n 0 1 WiMt-96 STA 0+00 TO STA 19+80 SK0 ND: of 12 15 aG i O `r Rt- p' 11 QP Pei oa P� EX 42-0 PIPE WITH { NEW 14• HOPE SLIP I LINING (TYP) I 1 LLJ _ _ I as6_go— = I _ C204 H �I I { II•I,I•t I {, N 07 o _164. I ^ Sa•OOfi ci o H R -9 _ STA N �784609 1� .- 0.37V CARGO - 16E33s6.E3- I`H R10-8A STA 31 +2°'.31 -\C9u'I'� a f 6 dp�'Irc`'�,�,66• I � �66C _ SEE (NOTE 1 " j- ------- IN Av \ C203 N _ I i- _\ - \ ' - y 150 CEDAR RIVER NOTES: 1. REFER TO EXISTING SEWER AND LATERAL CONNECTION SCHEDULE ON SHEET C204 FOR ADDITIONAL INFORMATION AND DATA- 2. REMOVE FRAME AND COVER AND TOP 4 FEET OF EXISTING MANHOLE. FILL WITH GRAVEL COMPACTED TO 90% MAXIMUM DENSITY TO MATCH EXISTING GRADE. 3. INSTALL 4 FOOT DEEP GROUT PLUG INTO THE END OF THE EXISTING 42• RCP AS IT ENTERS THE MANHOLE. PLUG ABANDONED PIPES ONLY. 4. ABANDON IN PLACE EXISTING 42' RCP, SHOWN BY DASHED LINE. 5. CALL 1-800-424-5555 48 HOURS BEFORE YOU DIG. NO REPRESENTATION IS MADE AS TO THE EXISTENCE OR NON-EXISTENCE OF ANY UTILITIES PUBLIC OR PRIVATE. ABSENCE OF UTILITIES ON THESE DRAWINGS IS NOT ASSURANCE THAT NO UTILITIES ARE PRESENT. IF BURIED UTILITIES ARE SHOWN, THE LOCATION AND DEPTH ARE APPROXIMATE ONLY. THE EXACT LOCATION AND DEPTH OF ANY UTILITY SHALL BE DETERMINED BY THE UTILITY COMPANY PRIOR TO ANY EXCAVATION. MH R10-12A STA 40+32.30 N 178651.13 A54FH41 T E 1664003.70 c R Tn PROPOSED 42"0 ��. ',` Ric - CEDAR RIVER TRUNK �i S7 11A RELOCATION PH 3 N 178655 j� E 166s020.57 CtD�,i� RIVtK "KKK "ArtK �i CEDAR EX r PARK ONI R�ER2TRyUNKk< EX 42, 0 PLUGGED I i� DO DURING PH 3 ASHPALT �`r E•. ��� 'S' 3 PARKING NOTE 3 LOT INOTE 3 ff--- NOTE 2 ���i��� TYP EX 1 UP __------- 169_30' * . EASEME up...UP NO 4 (TYP) g7pN'cWAY I CONCRETE INC MH RIG-i0 STA 7T 4j { W r z_ END HDPE E 16 8=G' ° 9 SUP UNING Zc W W PLAN _ N R 50 0 50 100 _ I L c� FEET (1•-50't) PRELAMINARY METRO "`°°`ti °' Metropolitan` MAY 95 M-LT/DJB DMMN: CHECKED: SCJ�I.C: ORIGINAL CEDAR RIVER TRUNK FILE NO: DJB REHABILITATION G45 FOR INFORMATION ONLY RECONuE. NOTED Da"NO,�,,,,�,� C202 ALIGNMENT PLAN N°. I REVISION BY APP•DI DATE "�ROVEP W/M1-96 STA 19+80 TO STA 41 +38 S- EE, HD:13 D` 15 4-0 EX B" SCALE: 1/2"= 1'-0" �Y PREVIOU AND ABA GROUT CHANNEL SHALL .OW INVERT OF EXISTING VNEL (TYP) C202 EX MANHOLE R10-6C B SCALE: 1/2"= 1'-0" C202 'E LINER & RCP NEL TO SUIT NEW AFTERS (TYP) (LOCKS SHELF SLOPE (TYP) EW CHANNELIZATION !" THROUGH MANHOLE CHANNEL BOTTOM TO ACHIVE 1" MIN HICKNESS SECTION 1 TYPICAL EXISTING MANHOLE C SCALE: 1/2"= 1'-0" VAR DESIGNED: I 41METRO MMrkipolitr of Metropolitan Seattle M—LT/DJB Id go DRAWN: CHECKED: SCALE: ORIGINAL CEDAR RIVER TRUNK DJB REHABILITATION RECDMMENDED: NOTED EX MANHOLE PLANS, CONTRACT ND•. A""RDVE° W/M1-96 AND SECTION W y Z J 00 Z =o U 4 U Z N J J VI E: MAY 95 NC. G45 WINC NO: S203 E7 NO: Of 14 15 OD OF EX PIPE + 2' MIN REPLACE TOP HALF OF PIPE AFTER INSTALLING 14" HOPE -CONCRETE ENCASEMENT -SEAL WITH DRY PACK GROUT UNDISTURBED EARTH (TYP) `may '--14" HDPE LINER IN GROUT ENCASEMENT SECTION SCALE: NONE EXISTING 42"0 PIPE z_ CONC ENCASEMENT I 12" MIN NEW 14" HDPE / ^ I (TYP) ------------ - - - - ------------ Y LIMIT OF SAW CUT EX PIPE ' ' II --- \ ---- (TOP HALF OF PIPE ONLY, _--- - - - -- -- -- - --- - ----- MIN LENGTH = 12 X OD) SEE NOTE 3 - \ J� ------ I, I - ---------------------------- --- = TYPICAL PIPE REPAIR PLAN AT ACCESS PIT A SCALE: NONE - No. REVISION I TIAPPT DATE i OR DIP DULE US GROUT NOTE 2 7 TYPICAL EX 42"0 PIPE D ETAI L B SCALE: 3/4" = 1'-0" - ANCHOR PIPE WITH GROUT, ALL AROUN EX B" FLUSH WITH INSIDE OF PIPE, SEE NOTE 1 ­7 AT SIDESEWER CONN DETAIL C SCALE: 3/4" - 1'-0" - EXISTING 42"0 SEWER & LATERAL CONNECTION SCHEDULE MH BEARING GIRD EL MH IE SLOPE LF LATERAL IE t 42" PIPE MATL COMMENTS R10-1 31.GD 18.90 BEGIN SLIP LINING PROJECT S 44'40'53" E 0.004 438.91 RCP R10-2 33.10 20.67 S 44'01'49.5" E 0.0034 550.00 23.00 RCP B" PVC LAT CONN, GRID EL 35.00 R10-3 36.00 22.55 S 44'01'49.5" E 0.0031 550.00 RCP R10-4 39.10 24.23 S 85'01'40" E 0.0031 258.92 RCP R10-5 39.50 25.04 S 47'00'24" E 0.0031 496.90 27.93 RCP 8" CIP LAT CONN, GRID EL 41.00 R10-6 42.60 26.52 1 32.10 1C" DIP LAT CONN N 5533'13" E 0.0264 13.63 DIP R10-6A 41.30 26.16 S 56'41'57" E 0.0035 352.09 DIP R10-6B 44.00 27.39 ? 8" PVC LAT CONN S 40'47'05' E 0.0131 160.23 DIP R10-6Ca 44.20 29.49 S 17'29'55" W 0.0131 1.44 RCP R10-6Cb 44.20 29.49 S 7230'05" E 0.0069 140.19 RCP R10-8 43.94 30.58 34.18 6" PVC LAT CONN S 88'24`34" E 0.006 164.00 RCP R10-8A 45.25 31.56 S 88'24'34" E 0.006 182.84 R10-9 45.71 32.66 35.48" CIP LAT CONN, END SLIP LINING PROJECT N 87'S0'10" E 0.006 469.30 R10-10 46.58 35.48 p N 47'30'15.5" E 0.006 253.85 R10-12A 50.00 36.87 N 47'30'15.5" E 0.006 24.15 R10-11 52.47 37.14 ='RELIMINARV =0R INFORMATION ONLN FABRICATED B" ELBOW 42"m RCP OR DIP 8" TEE CONTINUOUS GROUT FILL, SEE NOTE 2 14" SDR17 100 PSI NOTES: 1. MAINTAIN EXISTING SEWER FLOWS DURING CONSTRUCTION. 2. THE CONTRACTOR SHALL PREVENT THE HOPE PIPE FROM FLOATING DURING GROUTING. 3. THE CONTRACTOR MAY REMOVE PIPE AND REPLACE IN KIND AS APPROVED BY THE ENGINEER. 4. REFER TO SPECIFICATION SECTION 15072 FOR HDPE SLIP LINING. J N U DESIGNED: ,I - :,gam m E T R O YMnidpOflty .I w.�.oP�rlo� s.olll. DATE: MAY 95 M-lT/DJB DRAWN: CHECKED: SCALE: ORIGINAL CEDAR RIVER TRUNK FILE NO; DJB I NOTED REHABILITATION MISCELLANEOUS DETAILS G45 RECOMMENDED: ORAMNC NO: CONTRACT NO: W/M1-96 AND SCHEDULE A"ROWD SNEE, HD.15OF15 CITY OF RENTON Earl Clymer, Mayor July 12, 1995 Mann -Ling Thibert King County Department of Metropolitan Services 821 Second Ave., M.S. 117 Seattle, WA 98104-1598 Planning/Building/Public Works Department Gregg Zimmerman P.E., Administrator SUBJECT: ORIGINAL CEDAR RIVER TRUNKLINE SLIPLINING Dear Mann -Ling: The following is a list of comments pertaining to the preliminary design and specifications: • Change section 3.01 D. Traffic Control to read: "The Contractor shall provide adequate traffic control during the course of its work in accordance and in compliance with a traffic control plan approved by the City of Renton's Transportation Department. " • Extend the Sliplining process to Manhole R10-10. • Remove extra circle depicting a casing pipe in the typical detail drawings. • Add a note or detail which will show the HDPE liner used as the channeling for manholes when it is possible. • See attached sketch to revise the sidesewer connection detail. This revision is for side sewers that do not connect directly to a manhole. If you have any questions, please call me at (206) 277-6179.. Sincerely, J D. Hobson Wastewater Utility H: DOCS: 95-609: J DH: p s Attachment 200 Mill Avenue South - Renton, Washington 98055 ® This paper contains 50 % recycled material, 25% post consumer I. c> 0 ft URoo rJD 1500i? AC.e VEPTICAL CLGA�Q( CC-F V-! ITI4 T-1-L)6:7 I ��eG�i�'r�3C7 King County / Department of Metropolitan Services Exchange Building • 821 Second Avenue • Seattle, WA 98104-1598 - (206) 684 - 2100 FACSIMILE TRANSMISSION COVER SHEET DATE SENT: / 9s TRANSMI'= TQ: TRANS1 ff= FROM: Xj- L. �,� �, %� �; 6--W (Name) (Mail Stop) (Phone) FACSIMILE TRANSMISSION NUMBER: (206) 684-1710 # OF PAGES TRANSMITTED: (including cover sheet) FOR INTERNAL USE ONLY: PROJECT: L c li 1f%Z- << / =1 e-tz-- 7 9 ARMS/TASK #: SUBJECT: NOTES: c--o U L.- TO'd QSS ab:ET S66T-Lo--inf CEDAR RIVER TRUNK RELOCATION PHASE III ORIGINAL CEDAR RIVER TRUNK REHABILITATION PHASE 3B 90% design done Request for division 0 6/30 to 7/10 leagal description must be completed by 7/21 90% design review approval 7/11 to 7/18 90% Design & spec. review 7/19 to 8/2 Design completion by 8/16/95 Engineer's Estimate 8/16 to 8/23 Easements&Permits must be completed by 8/18/95�- (Note:90% drawings must be available to begin permit process, the utility easement and permit process must be completed before print documents for bids.) Cost reimburse agreement for design & reconstruct CRT must be completed prior to the approval for award contract Reconstructed Cedar River Trunk after pipe construction Change ownership Release original utility easement after pipe construction bid preparation & print documents 8/21 to 8/30 Advertising for Bids /4wk 9/4 to 10/4/95 Pre -Bid Meeting week of 9/18/95 Bid opening 10/4/95 Bid Evaluation/2wks 10/4 to 10/18 Approval for award contract 10/19 to 11/2 Notice of Award 11/3 to 11/10 Insurance Requirement/2wks 11/13 to 11/27/95 Notice to Proceed/2wks 11/28 to 12/5/95 E0'd QS3 ov:ZT S66T-L0--inf CONSTRUCTION PHASE Cedar River phase 3 Construction 250 Calendar days Punch List Items for Cedar River Phase 3 -Cedar River phase 3B 50 Calendar days As -Built Drawings Project Close-out -P�AF 1/2/96 to 9/30/96 10/1/96 to 12/15/96 1/2/97 to 3/2/97 �- 3/3/97 to 4/7/97 4/30/97 c0 • d QS3 Tv:ZT s66T-L0--1nr Q to w N 0 m Ln m o� m c\i i z D h FACSIMILE TRANSMISSION COVER SHEET DATE SENT: TRANSMITTED TO: 6 73 S e/ r aF A2,cli c) ,, ) Z7-7-6/71 TRANSMITTED FROM: Al fN /U L //J 6-7 /—P/8 /f r (Name) (Mail Stop) 67&S (Phone) FACSIMILE TRANSMISSION NUMBER: (206) 684-17 t 0 # OF PAGES TRANSMITTED (including cover sheet) FOR I T RNAL USE ONLY: PROJECT: �'- AiZ ll (I t k ARMS/TASK #: SUBJECT: NOTES: L 12 Ae !// ,!6�jj Cy�-!"'l Iry PART 7 GENERAL Q LO w m ry 0 0 Ln m m rh i z D ti 1.01 SUMMARY A. This section specifies butt -fused high density polyethylene (HDPE) pipe as used for slip -lining the existing Cedar River pipelin /iS irfvNN iN iNE vRAy„1,J619, 8. Construction documents of the original Cedar River pipeline project may be reviewed at Metro's office upon request. Metro does not warrant the accuracy of the information given in these documents with regard to actual conditions. Copies of the documents may be made by the Contractor at its own expense. 1.02 REFERENCES A. This section incorporates by reference the latest revisions to the following documents. They are a parl of this section as specified and modified. In case of conflict between the requirements of this section and those of the listed documents, the requirements of this section shall prevail. ASTM D638 Test Method for Tensile Properties of Plastic ASTM D790 Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials ASTM D1248 Polyethylene Plastics Molding and Extrusion Compounds ASTM D1505 Test Method for Density of Plastic by the Density Gradient Technique ASTM D2657 Heat Jointing Polyoleofin Pipe and Fittings ASTM D3035 Polyethylene Plastic Pipe Based on Controlled Outside Diameter ASTM D3350 Standard Specificatlon for Polyethylene Plastic Pipe and Fittings Materials ASTM F714 Polyethylene (PE) Plastic Pipe (SDR-PR) Based on Outside Diameter PPI Hand Book of Polyethylene Piping, Chapter 10 PART 2 PRODUCTS 2.01 BUTT -FUSED POLYETHYLENE PIPE A. Materials: 1. Pipe, Fillings and Joints: a, The pipe, fittings and joints shall be high density polyethylene as manufactured by Phillips Driscoplpe, Richardson, Texas, or Polypipe, Gainsville, Texas, or approved equal. Pipe material shall be Type III, Category 5, Class C, Grade P34 in ASTM D1248 designation PE- 3048 and minimum cell classification of 345434C per ASTM D3350. A minimum wall thickness shall be SDR 17 per ASTM F714. Pipe made from this compound must have a 5) Nominal pressure 6) Name and signature o1 marxAacturer b. Compliance with the requirements of this section shall be certified in writing by the pipe supplier, upon request. 2. Sealant: r� a. Polyurethane Sealant: Sealant shall be CR-202 as manufactured by the 3M Company, or CL approved pp equal. The sealant shall be a hydrophilic polymer specialty designed for sanitary sewer conditions. When the sealant is mixed with an equal quantity of water, the material will expand 10 to 12 times its original volume and cure to a tough, flexible, elastomeric condition. When dry, the compound shall exhibit strength properties of at least 80 psi tensile and 700 percent elongation. The matetal shall not change in Ilnear dimension more than 18 percent when subjected to wet and dry cycles. Handling and use of the compound may be toxic under certain conditions and caution shall be exercised in accordance with the recommendations of the manufacturer. The polyurethane sealant shall also be compatible with the jute oakum specified below_ b. Sealing Gel: Shall be CR-250 as manufactured by the 3M Company, or approved equal. The sealing gel shall meet the same requirements as the polyurethane sealant specified above except that it shall be designed to be applied with a packer and shall exhibit a wet tensile strength of at least 50 psi with an elongation of 250 percent. The sealing gel shall also exhibit zero shrinkage when continuously exposed to moisture. C. Jute Oakum: 1) Dry jute oakum, twisted into a rope, shall be supplied to be used as a filler with the polyurethane sealant. The jute oakum shall conform to Federal Specification HH-P-117 as published in the Federal Standard Stock Catalog, Section IV, Part 5. 2) The jute oakum shall be made from thoroughly carded jute fbor and shall be tree from hard, coarse fibers and extraneous rnattor. It shall be supplied in rop-o form with 8 strands having a twist of approximately 1.25 turns per foot. Diameter shall be approximately 2 inches and the welght shall be approximately 0.4 pounds per foot. Strand diameter shall be approximately 1/2-inch. 3) The jute oakum shall contain less than 8 percent oil by total weight of the packing. B. Material Acceptance: w 1 . Inspection of Materials: a If material is found to have defects during the installation, that material shall be rejected by the Engineer or its authorized inspector. Defective material should be removed Irom the joining site and not used during the installation. Wish the approval of the Englneer, pipe may be repaired by cutting out the damaged sections and thermally fusing the remaining acceptable pipe. b. Acceptable Ilmits for cuts, gouges and scratches are as follows: 0 O.D. Surface Maximum allowable depth of cut, scratch or gouge shall be 10 percent of Ln wall thickness 0) I.D. Surface Shall be free of all cuts, gouges or scratches 2. Handling of Pipe and Materials: Pipe and fittings shall be handled carefully at all times to avoid damage. Straight lengths of pipe can be safely unloaded using mobile handling equipment capable of lifting the weight of pipe to a height that will allow the complete pipe length to clear truck side racks. Wide belly -band slings are recommended for handling straight lengths of pipe. Tttick nylon rope slings may also be used, either in an inverted "Y" or with a spreader beam to distribute the weight evenly over two lifting points. Forklifts or mobile cranes can be used to move straight lengths of pipe, providing that the load is lifted at mid -point. Forks shall be checked for ragged edges or burrs. These shall be removed or the forks wrapped to prevent of all pipe and fittings shall be kept free of debris and lifting equipment at all times. C. Pipe shall be piled in a free-standing manner with wide -face wooden chocks reslraining the bottom layer. 4. Thermal Fusion Fabrication: a. Butt -fusion joining of pipe and fittings shall be performed in accordance with the procedures established by the pipe manufacturer. b. Butt -fusion joining of pipe and lttings shall be performed on fusion machinery approved by the pipe manufacturer. Fusion pressures, temperatures and cycle times shall be according to pipe manufacturer's reoornmendations. No pipe or fittings shall be joined by fusion by any contractor not adequately trained and qualified in the techniques involved. c. Joining sites should be cleared and graded if necessary to provide enough space for pipe storage and fusion, 2.02 PRODUCT DATA A. The following information shall be provided: 1. Manufacturers' certificates of compliance with the specified standards and Contractor's layout drawings. PART 3 EXECUTION 3.01 GENERAL A. Submittal for Approval of Contractor's Proposed Method and Equipment: The Contractor shall submit 3 copies of proposed methods and equipment, for approval, prior to beginning work, as follows: 1 . Sewer Pipeline Cleaning: a. Equipment list b. Methods 2. Sewage Flow Control: a. Equipment list cn w b. Methods of controlling main pipe line flow, including location where sewage is to be diverted to, type of pipe to be used for the bypass, and method of slde sewer flow control c. Methods for employing standby equipment when required during any emergency to include the use of a second pumping unit on standby or two pumps alternating, B. General Television Inspection Requirement: The following general requirements shall be adhered to by the Contractor, unless otherwise approved by the Engineer: 1 , The Contractor shall provide a closed-circuit television inspection before the cleaning of the sewer line. 2. Before installing any pipe Ilnings, the Contractor shall provide post -cleaning sewer line television inspection to ensure there are no deleterious substances present that will interfere with plpe lining Installation. The Contractor shall notify the Engineer prior to each such z inspection, shall permit the Engineer to view the inspection, and shall obtain the Engineer's approval before proceeding with the pipe lining installation. 3. After the sewer line repairing work Is complele, and before final acceptance, sewer will be inspected by the Contractor using a television camera with a wide angle lens. A copy of the video tape shall be given to the Engineer. Television inspections shall be recorded on previously unrecorded VHS tape at SP speed. In A Q co w SP speed. 5. Should Contractor's inspections reveal the pipes to be in substantially different conditions than those slated in the design considerations, the Contractor shall then request a change In pipe wall thickness, and support such request with design data in accordance with manufacturers standard design policies. The deviation, if approved, shall be reflected by an appropriate addition or reduction in the unit cost for that size of liner. 6. The Contractor shall bear all costs incurred in Correcting any deficlencies found during the inspection including the cost of any additional television inspection that may be required to verffy the correction of said deficiency. 7. The Contractor shall be responsible for all costs incurred in any television inspection performed solely for the benefit of the Contractor. C. Sewage Flows: 1. The Contractor shall perform all work in the dry Condition, and except for the run(s) being worked on, the existing sewerage shall be maintained throughout the length of the Contract without any interruption of sewer service. The Contractor shall be responsible for all bypass measures necessary to maintain sewer service, and any ousts incurred in providing a bypass system shall be included in the lump sum price for installation of plpe lining. The Contractors proposed sewage bypass system shall be submitted to the Engineer for approval a minimum of 48 hours prior to implementation. 2. The Contractor shall assume ail responsibility for any raw sewage overflows or backups, In main line or side sewers, that occur for any reason related to the performance of this Contract. The Contractor shall bear all consequences and damages caused by the overflow due to the work activities. D. Traffic Control: The Contractor shall provide adequate traffic control during the course of its work in accordance and in Compliance with f_Dodes. E. Safety Requirements: The Contractor shall carry out its operations in strict accordance with all OSHA, WISHA and manufacturer's safety requirements. Particular attention is drawn to the safely requirements involving work with scaffolding and entering confined spaces. F. Community Relations: 1 . Residents living adjacent to the pipeline will be notified by Metro that work will be done to rehabilitate the sewer line in their area. A general description of the purpose of construction work and proposed schedule will be distributed by Metro. 2. The Contractor shall prepare a proposed schedule of the work for Metro to use in informing the public. The proposed schedule of work shall include the following: a. When the bypass piping will be laid and removed. b. If a conveyor belt is to be used, when it will be set up and removed. c. When the setup for installing pipe lining will be erected and removed. d. When the installation of pipe lining will be started and finished. G. Restoration: The Contactor shall restore all public and private properly damaged by the Contractors operation to its original condition or better in accordance with Section 01700. Payment for all restoration shall be included in the lump sum price for installation of pipe lining. 3.02 BUTT -FUSED POLYETHYLENE SEWER PIPE A. Cleaning and Clearing the Sewer Line: The existing pipeline needs to be relatively clean to facilitate fb`t Trrl� GTy a= ab►1sTi�►4STorzi a� Contractor and submitted for approval to the Engineer. Insertion may be from two directions, The Insertion pits should he within 60 feet from either side of the manhole. The width and length of the pit shall oonform to the latest edition of Plastics Pipe Institute's PPI Handbook of Polyethylene Piping, Chapter 10, "Pipeline Rehabillfation with Polyethylene Pipe." 3. Sheeting and bracing requirements shall depend upon the depth and ground conditions u, encountered as required by OSHA and WISHA. Trench supports must be positioned so as not LL to affect insertion. Neither winch cable nor lining should touch the support system. The top of the existing pipe shall be exposed to spring line and the crown of the pipe removed as necessary for the Insertion of the liner. The location of all insertions must be approved for any work being undertaken. 4. The length of polyethylene pipe which can be pulled will depend upon the diameters of the existing sewer and the liner, the ease of access to the sewer, the allowable working space, etc, The pulling length shall not exceed that recommended by the pipe manufacturer and shall be determined after pre -inspection. 5. Before Insertion, the pulling of a "sizing pig" through the existing sewer may be required, as directed by the Engineer. The "pig" can be fabricated with pulling heads on each end of a piece of plastic liner approximately 8 feet long, of the same diameter as the pipe to be Inserted. This will prevent any difficulties with long lengths of pipe becoming stuck in insertion by ensuring that offset joints and tilted sections can be cleared. 6. The liner shall be lubricated in such a manner and with such materials as recommended by the pipe manufacturer. 7. A full-size steel pulling head shall be attached to the leading end of the polyethylene liner with a power winch cable connected thereto. The power winch and cable shall be of sufficient rating to pull the liner through the existing sower. Winching forces shall be continuously monitored. The Contractor shall provide whatever pulleys, rollers, bumpers and other equipment are required to protect the existing sewer and the polyethylene pipe from damage during the pulling operation. Any damage to the existing sower or lining shall be corrected by the Contractor at its own expense. 8. Caution must be taken not to stretch the polyethylene pipe beyond its elastic limit in the event of an impodiment. In the event an interference Is encountered during the pulling operation, the Contractor shall maintain on hand such equipment as might be required to withdraw the liner. 9. The pipe shall be laid true to the lines and grades within the existing sewer as shown on the cn Q Contract Drawings. The Contractor's operations shall be conducted to prevent damage to the existing sewer, polyethylene Ilner or adjacent facilities. The Engineer shall inspect all pipe and fittings before and after installation. 10. After insertion, the liner shall be allowed a minimum of 12 hours (or as otherwise recommended by the pipe manufacturer) to reach temperature equilibrium with the sewer and to stress -relieve itself. No connections shall be made to the liner during this period. The Contractor is cautioned r`.' that it must pull such additional length of polyethylene pipe as is required to compensate for m contraction during this period. Ln 11. Upon completion of the lining of each section, the area excavated around the existing line to allow insertion of the liner shall be cleaned down to the spring line. The entire cut section of pipe shall then be capped with its original or new concrete pipe crown and sealed with cement ro sand grout. The annular void at the cut section shall be filled with cement sand grout and z extended 1 foot into the uncut section. ti 12. Upon completion of the pipe capping and annular void grouting, an area at least 2 feet outside the opening of the concrete pipe shall be encased wdh lean concrete. The concrete shall be placed against undisturbed earth at the sides of the excavation and to a point 12 inches above the top of the pipe. The concrete shall be placed in such a manner that it will not place any undue stress on the polyethylene liner_ D. Anchoring of the Lining: 1 . General: After insertion of the liner, a minimum of 12 hours shall be allowed for the liner to reach equilibrium with the sewer temperature and to allow the pipe to stress -relieve Itself. After this 12-hour equilibrium period, the pipe may be anchored. s 2. At Structures: The liner shall be anchored at all structures utilizing the EPG technique. This technique consists of saturating jute oakum with the polyurethane sealant and filling the annular space between the liner and the existing sewer with this compound as shown on the Drawings. E. Sower Service Reconnections: 1 . The Contractor shall be required to reconnect existing sewer services, after installation of the liner, at the locations shown on the plans, discovered by the pre -construction TV video inspection, and as directed by the Engineer. 2. After the liner has been secured in the upstream manhole, and the slip -lined pipe has gone through a period of relaxation and passed the air test, all existing services shall be reconnected. 3. Each existing service connection shall be excavated as required and reconnected to the new liner. The liner shall be tapped using a hole saw of the proper diameter for the particular connection as recommended by the pipe manufacturer. The connection of the main shall be made and the service or lateral pipe shall be laid such that there will be a smooth flow from the existing pipe through the new pipe and connection, and such that cleaning equipment will pass easily without damaging the service or lateral. 4. The Contractor shall remove any fallen pipe, bricks, mortar, earth or other material from the annular space. F. Grouting of the Annular Void: 1 . Prior to backfill, the sections as deslgnated on the plan require the annular void to be grouted. The annular space shall be sealed over its entire length with a cement grout, or a dry sand and cement mix in accordance with Section 03600, in a manner to ensure complete elimination of the void. 2. The grouting plan shall be submitted to the Engineer and approved prior to the grouting. The grout shall be placed in such a manner that it will not place any undue stress on the Q polyethylene line. Acceptance of the grouting will be based on the amount of quantity installed. w 3. The Contractor shall take whatever precautions are necessary to prevent the polyethylene liner from rising off the existing sewer invert during placement and curing of the grout. 4. A detailed plan shall be submitted for approval showing equipment and procedures proposed for placing grout. n, G. Testing: Shall be the responsibility of the Contractor. Tests for compllance with this Specification r�-) shall be made as Hied herein and according to the livable ASTM spec ng app specification. A oeriificate �0 of compliance with this Specification, along with a report of that test, shall be provided by the L Contractor for all material furnished under this Specification. In addition, Metro may, at its own o expense, witness inspection and test materials. 1. Tensile Properties: The tensile strength, yield strength, elongation and elastic modulus of the material shall be determined in accordance with ASTM D638. ASTM D638 shall be used to z determine that the thermal butt -fusion joints are as strong or stronger than the materials joined. ti 2. Melt Index: The melt Index of the polyethylene resin shall be determined in accordance with ASTM D1238 and shall be equal to or between 0.1g/10 minutes and 1.0g/10 minutes. 3. Density: The density of the base polyethylene resin shall be determined in accordance with ASTM D1505 and shall be equal to or between .9419/oc and .955g/oc. 4. Environmental Stress Cracking Resistance: of this Specification. b. All oompleted }pints shall be watertight at the rated pressure for the pipe and shall have strength characteristics equal to or greater than the pipe itself. Improperly made or damaged joints shall be repaired or replaced as directed by the Engineer at the Contractor's expense. 6. Air Test: After Installation of the liner, but before the reconnection of services, the Contractor ri shall perform an air lest on the liner to determine i1 it is water -light. The Contractor shall fumish all necessary equipment to conduct the test, which is a low-pressure air test. Procedures to be followed should be as recommended by the manufacturer. ca cn w MINIMUM TEST TIME FOR 0.5 PSI AIR DROP Pipe Size fine Minimum Test Time (m1u�es) u) 12 6 15 7.5 18 9 21 10 24 11.5 a. It the time for the pressure to drop 0.5 psi is 125 percent or less of the time given In the table, the line shall Immediately be repressurized to 3.5 psi and the test repealed. b. It building laterals have been pre -connected, they shall be considered part of the lateral to which they are connected and no adjustment of test time shall be allowed to compensate for the smaller diameter of the house lines. H. Backtiliing and Clean -Up: 1 . After the concrete encasement within the access pit is set for 4 hours, initial and subsequent backfill with Type A material will be completed in accordance wish Section 02200. 2. The Contractor shall clean up and restore the project area affected by its operation to its original condition or better. END OF SECTION B :PA, Q (o W f7 m L1 0) Q), N 1 Z D h I I I I PLAN 50 0 50 100 150 FEET (1" -50,* ) CD S TYP EX EASEME s PLAN 50 0 50 100 1501 FEET (1 a 50't ) 2. THE 42-0 SEWER DROPS 15± FEET BETWEEN MH RIO-I AND MH R01-23. THE CONTRACTOR SHALL USE CAUTION WHEN WORKING IN THIS AREA 3. CALL I-BDC-424-5555 48 HOURS BEFORE YOU DIG. NO REPRESENTATION IS MADE AS 10 THE EXISTENCE OR NON-EXISTENCE OF ANY UTILITIES, PUBLIC OR PRIVATE ABSENCE OF UTILITIES ON THESE DRAWINGS IS NOT ASSURANCE THAT NO UTILITIES ARE PRESENT. IF BURIED UTILITIES ARE SHOWN. 1HE LOCATION AND DEPTH ARE APPROXIMATE ONLY_ THE EXACT LOCATION AND DEPTH OF ANY UTILITY SHALL BE DETERMINED BY THE UTILITY COMPANY PRIOR TO ANY EXCAVATION. c, co I� 10, w NY Z I l T I j/I I GPpO�',y �c ISI LL f_I , W C0 m `p I 4r Ex 42.0 PIPE W M NEW 14' HDPE SLIP 1 _ 1 LINING (1YP) 496�90• I . ` C �- C204 G 26. iI i ..' .44 SD L.C' VL eb t.. .i nn �U 150 a CEDAR RVE- PROPOSED 42'0 CEDAR RIVER TRUNK RELOCAIIO?/ PH 3 - : 3 ?.4.•i.;!Lw 1 -NOTE 3 cT C _ NOTE 3 ..� y-`-'jL_: NOTE 2 UP • 1 I� Siw, 37=25 4r ; ?END HDPE_ �`547g �yJ SUP UNING PLAN 50 0 50 100 i_ I_W__ FEET UP TVP Ell 1q,/ EASEMEtir NOJ£ 4 (TYP) 1 S -MH R10-12A .P STA 40+32.30 N 178651,13 l� E 16640O3.70 \r•. vim• a., - "�iA S0�5c.4% Fg.85 t�C2O.5: r 42' DURING 2. REMOVE FRAME AND COVER AND TOP 4 FEET OF EXISTING MANHOLE. FILL WITH GRAVEL COMPACTED TO 90% MAXIMUM DENSITY TO MATCH EXISTING GRADE. J. INSTALL 4 FOOT DEEP GROUT PLUG INTO THE END OF THE EXISTING 42" RCP AS Il ENTERS THE MANHOLE. PLUG ABANDONED PIPES ONLY. 4. ABANDON IN PLACE EXISTING 42" RCP, SHOWN BY DASHED LINE_ 5. CALL 1-600-424-5555 48 HOURS BEFORE YOU DIG. NO REPRESENTATION IS MADE AS TO THE EXISTENCE OR NON—EXISTENCE OF ANY UTILITIES PUBLIC OR PRIVATE. ABSENCE OF U71LMES ON THESE DRAWINGS IS NOT ASSURANCE THAT NO UTILITIES ARE PRESENT. IF BURIED UTILITIES ARE SHOWN, THE LOCATION AND DEPTH ARE APPROXIMATE ONLY. THE EXACT LOCATION AND DEPTH OF ANY UTILITY SHALL BE DETERMINED BY THE UTILITY COMPANY PRIOR TO ANY EXCAVATION, EX g' r_i 1 W In rl 0 m SCALE- 1/2"- I'-U' C202 PREVIOU! AND ABA GROUT CHANNEL SHALL _OIV INVERT OF EXISTING NNEL (TYP) EX MANHOLE R10-6C 8 SCALE: I/Z"= 1'-0" C202 FLOIV NEL 10 SUIT NEW METERS (TYP) 9LCCXS NEL SHELF SLOP: It (TYP) NEW CHANNELIZATION 12" THROUGH MANHOLE EX CHANNEL BOTT0161 :0'0 TO ACHIVE I' PAIN T THICKNESS 0 � z SECTION 1 w N Ze N 0� J TYPICAL EXISTING MANHOLE C SCALE: 1/2"� 1'-0' VAR LL w rr) O m In Q� r-, I rl) CV Z D ti '--14" HOPE LINER IN GROUT ENCASEMENT SECTION 1 SCALE: NONE - —EXISTING 42'9 PIPE --CONC ENCASEMENT -NENV 14" HOPE z I MON I (TYP) N REPLACE TOP HALF OF PIPE AFTER INSTALLING 14" HOPE CONCRETE ENCASEMENT SEAL WITH DRY PACK GROUT --- LIMIT OF SAY! CUT EX PIPE (TOP HAV OF PIPE ONLY, 1 i I - 1- II.Y LENGTH = 12 X O D) � S SEE NOTE 3 - - - - - � -- I -----` ---- ---------------- ---I - - - - - I `' - -- - ------ - - - - -- - TYPICAL PIPE REPAIR PLAN AT ACCESS PIT A SCALE: NONE - BED EARTH ■�/I. �c VVV\ , CONTINUOUS GI , -flLl, SEE NOTE I TYPICAL EX 42"0 PIPE DETAIL B SCALE- 3/4" = 1'-0' - 14" SDR17 100 PSI EXISTING 42"0 SEWER Sc LATERAL CONNE MH BEARING GRD EL MH IE SLOPE LF LATERAL IE t 42' hL R 10 -1 31.00 18.90 --- S 44'40'53' E 0.004 438.91 R. R10-2 33.10 20.57 S 44'01'49.5' E 0.0034 550.00 23.00 R R10-3 36.00 22.55 S 44'01'49.5" E 0.0031 550.00 R R10-4 39.10 24.23 S 85'01'4T E 0.0031 258.92 R'. R10-5 39.50 25.04 S 4700'24" E 0.0031 496.90 27.93 R' R10-6 42.60 26.52 32.10 N 5533'13" E 0.0264 13.63 C. R10-6A 41.30 26.16 S 5641'57" E 0.0035 352.09 C R10-66 - 44.00 27.39 ? S 40'47'05" E 0.0131 160.23 C R10-6Co 44.20 29.49 S 1729'55' W 0.0131 1.44 R R10-6Cb 44.20 29.49 S 72'30'05" E 0.0069 140.19 R R10-8 43.94 30.50 34.18 S 88'24'34" E 0.006 164.00 R R10-8A 45.25 31.56 S 88'24'34" E 0.006 1B2.84 R R10-9 45.71 32.66 35.49 N 87' 50' 1 If E 0-006 469.30 R R10-10 46.50 35.48 N 4T30' 15.5' E 0.006 253.05 _ R R 10-12A 50.00 36.87 N 47'30' 15.5' E 0.OD6 24.15 R R10-11 52.47 37.14 J Q n