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HomeMy WebLinkAboutLUA-04-049• -CITY OF RENTON PLANNING I BUILDING I PUBLIC WORKS MEMORANDUM Date: October 26, 2004 To: City Clerk's Office From: Stacy M. Tucker Subject: Land Use File Closeout Please complete the following information to facilitate project closeout and indexing by the City Clerk's Office Project Name: Cedar Avenue Lot Line Adjustment LUA (file) Number: LUA-04-049, LLA Cross-References: AKA's: Project Manager: Susan Fiala Acceptance Date: May 21, 2004 Applicant: Bob Wenzl -Vineyards Construction Owner: Cedar Ave, LLC Contact: Kevin Vanderzanden -Core Designs, Inc. PID Number: 292305903901; 292305911904 ERC Decision Date: ERC Appeal Date: Administrative Approval: June 25, 2004 Appeal Period Ends: Public Hearing Date: Date Appealed to HEX: By Whom: HEX Decision: Date: Date Appealed to Council: By Whom: Council Decision: Date: Mylar Recording Number: 20040720900002 Project Description: The applicant is proposing to adjust property lines between Parcels A and B to increase the width of a proposed Lot 50.within the Cedar Avenue Preliminary Plat and align property lines. Also, a 30 foot wide portion of Cedar Ave. SE (104th Ave. SE in King County) is proposed to be vacated which in turn would be acquired by the Sunnybrook Plat and conveyed into existing Tract A of same plat. Location: 3521 Cedar Avenue S Comments: Cedar Ave, LLC PO Box 2401 Kirkland, WA 98083-6019 (Owner) e _ PARTIES OF RECORD Cedar Avenue Lot Line Adjustment LUA04-049, LLA Bob Wenzl Vineyards Construction PO Box 2401 Kirkland, WA 98083 (Applicant) Kevin Vanderzanden Core Designs, Inc. 14711 NE 29th Place, Ste 101 Bellevue, WA 98007 (Contact) DATE: TO: FROM: CITY OF RENTON Planning/Building/Public Works MEMORANDUM July 16, 2004 Stacy Tucker Susan Fiala, x7382 ~ SUBJECT: Cedar Avenue Lot Line Adjustment, File No. LUA-04-049, LLA This Lot Line Adjustment has been sent to the County for recording. Once recorded, we will receive a copy of the mylar and the recording number. Please update the status of the project on the tracking list and in Permits Plus. Thank you. cc: Project file/ \\DAEDALUS\SYS2\SHARED\Division.s\Develop.ser\Dev&plan.ing\PROJECTS\04-049.Susan\DECMEMO.doc ST -1.~. CITY uF RENTON Kathy Keolker-Wheeler. Mayor PlanningIBuildinglPublic Works Department Gregg Zimmerman P.E., Administrator July 16, 2004 Kevin Vanderzanden Core Design, Inc. 14711 NE 29th Place, Suite 101 Bellevue, WA 98007 SUBJECT: Cedar Avenue Lot Line Adjustment File No. LUA-04-049, LLA Dear Kevin: The City of Renton has completed processing the above referenced lot line adjustment and has forwarded the final mylars to King County for recording; Please note the recording of the lot line adjustment map alone does not transfer ownership of property. If necessary, prepare and record a deed transferring ownership of the portion of land depicted in the lot line adjustment map. We recommend that the legal description for this document be prepared by a surveyor. It is the applicant's responsibility to. ensure this document is properly prepareq and recorded 'with the ~un~ . . If you have any further questions regarding this lot line adjustmeht, please contact me at (425) 430-7382, Sincerely, .--------.-,.-,/ ~~/;;>r:::::::;:.~ Susan Fiala, AICP Senior Planner cc: The Pointe at Talbot Hill HOA; Cedar Ave. LLC (owners) Bob Wenzl (Applicant) Project file --~H~.~\D~IV~lsmlon~.S~\D~e~r~~~gn'~~J~w~~mv~rnr~~a~ymh~~a~~?~~~2FJ~~~~~:~~~~~~~rn&=gm~~\~~II~~~Ht~~~R~.dU~C----------~ ® This paper contains 50% recyded material, 30% post consumer AHEAD OF THE CURVE DATE: TO: FROM: CITY OF RENTON Planning/Building/Public Works MEMORANDUM July 16, 2004 City Clerk's Office SUBJECT: Susan Fiala, P/B/PW -Development/Planning, x7382 ~ Cedar Avenue Lot Line Adjustment; LUA-04-049, LLA Attached please find two sets of the above-referenced mylar and three copies for recording with King County. Please have Consolidated Delivery & Logistics, Inc. take these documents via: x Priority service Rush service Economy service ($23.11 ) ($18.46) ($15.73) Attached is a check for the amount of $15.73 for the fee to CD&L. According to Finance, the King County recording fees for this and all subsequent plat recordings should be charged to account #0001007.590.0060.49.000014. Please call me at x7382 if you have any questions. Thank you. cc: Project file Property Management Jan Conklin Kevin Vanderzanden/Bob Wenzl \\OAEOALUS\SYS2\SHARED\Oivision.s\Oevelop.ser\Oev&plan.ing\PROJECTS\04-049.Susan\CLERKMMO.doc I~R Kathy Keolker-Wheeler, Mayor July 2,2004 Kevin Vanderzanden Core Design, Inc. 14711 NE 29th Place, Suite 101 Bellevue, W A 98007 Subject: Cedar Avenue Lot Line. Adjustment LUA-04-049,LLA Dear Mr. Vanderzanden: CITY .FRENTON PlanningIBuildinglPublic Wodes Department Gregg Zimmerman P.E., Administrator The City has finished reviewing your proposed lot line adjustment and is now ready to approve, subject to the correCtions listed below, and send the final version for recording. Please submit two sets of an original signed mylar and a.check for $15.73 made outto CD&L at the sixth floor counter of City Hall to my attention. . . Please correct the following prior to preparing mylars: 1) Remove hatching and text associated with the deck: please verify that the mylars have been signed by all owners of record and have been notarized· with an ink stamp (not e"mbossed). Theinl5,stamp must be legible so that King County will promptly record the lot line adjustment. This decision to approve the proposed lot line adjustment is subject to a fourteen (14) day appeal period from the. date of this letter. Any appeals of the administrative decision must be filed with the City of Renton Hearing Examiner by 5:00 p.m., July 16, 2004. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, .City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4:"8-11 O~ Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. . . If you have further questions regarding this project, please call me at (425) 430-7382. Susan Fiala, AICP Senior Planner cc: Cedar Ave, LLC! Owner; Bob Wenzl! Applicant Project File AHEAD OF THE CURVE r,'-' ' " -----~-,'" r'l -\ '1iJ >:~",,<~;,,~, ,~ ,'~',~' '~' ,ti1~' :::;,;: .. W :1-c~ a: .-'-}"; .;,,, ~- '1. .. \': DATE: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM June 18, 2004 TO: Sonja Fesser, Property Services FROM: Susan Fiala, Development/Planning, x7382 • SUBJECT: Cedar Avenue Lot Line Adjustment, File No. LUA 04-049, LLA Attached is the most recent version of the above-referenced lot line adjustment. If all Property Services concerns have been addressed and you are now able to recommend recording of the mylar, please initial this memo below and return to me as soon as possible. However, if you have outstanding concerns or require additional information in order to recommend recording, please let me know. Thank you. Property Services approval: '''&ri') f}. ,ftwab.) ",~e5/o4 me ate cc: Yellow File PLA TMEMO _1.doc DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM June 11,2004 Susan Fiala Sonja J. Fesser yr:!t: Cedar Avenue Lot Line Adjustment, LUA-04-049-LLA Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced lot line adjustment submittal and have the following comments: Comments for the Applicant: Note the City of Renton land use action number and land record number, LUA-04-049-LLA and LND-30-0279, respectively, on the drawings in the spaces already provided. Correct the spelling of the word "WASHINGTON" in various places on Sheet 1 of 3 (see the "ACKNOWLEDGEMENTS" blocks). Three of the five "ACKNOWLEDGEMENTS" blocks reference "STERLING SAVINGS BANK". Review and revise as needed. Show a "hook" (or other on the Sheet 2 of 3 drawing) that indicates that the 30' strip easterly of "Tract A" was a part of "Parcel A" before the lot line adjustment. There is nothing explicit in the drawing of Parcel B (Sheet 3 of 3) that indicates that the west line of the parcel is being adjusted. Identify the new lot line and the old lot line for the west side of Parcel B, or use a different line type to indicate old lines. Currently, these can be confused with easement boundaries. What is meant by the northerly extension of the westerly old lot line (?) of Parcel B? Said extension appears to cut off a portion of Parcel A (Sheets 2 of 3 and 3 of 3). Is the 30'strip, to be added to Tract A, really dimensioned as "30"', along the northerly line of adjusted Tract A (as shown on Sheet 2 of 3), or something more? \H:\Fiie Sys\LND -Land Subdivision & Surveying Records\LND-30 -City of Renton Lot Line Adjustments\o279\RVQ40601.doc June 11,2004 Page 2 Note that if there are restrictive covenants, easements or agreements to others (City of Renton, etc.) as part of this subdivision, they can be recorded concurrently with the lot line adjustment. The lot line adjustment and the associated document(s) are to be given to the Project Manager as a package. The lot line adjustment shall have the first recording number. The recording number(s) for the associated document(s) should be referenced on the lot line adjustment. Fee Review Comments: Lots within or affected by the lot line adjustment are subject to the city's special charges, if any. H:\File Sys\LND -Land Subdivision & Surveying Records\LND-30 -City of Renton Lot Line Adjustments\0279\RV040601.doc\cor • City of Renton Department of Planning / Building / Public Worlcs ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: COMMENTS DUE: JUNE 7, 2004 DATE CIRCULATED: MAY 24,2004 APPLICANT: Bob Wenzl PROJECT MANAGER: Susan Fiala PROJECT TITLE: Cedar Avenue Lot Une Ad·ustment SITE AREA: 470,588 s uare feet BUILDING AREA LOCATION: 3521 & 3515 Cedar Avenue South WORK ORDER NO: 77252 SUMMARY OF/PROPOSAL: The applicant is proposing to adjust property lines between Parcels A and B to increase the width of a proposed Lot 50 within the Cedar Avenue Preliminary Plat and align property lines. Also, a 30 foot wide portion of Cedar Ave. SE (104th Ave. SE in King County) is proposed to be vacated which in tum would be acquired by the Sunnybrook Plat and conveyed into existing Tract A of same plat. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housing Air Aesthetics Water UghtiGlare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ HistoriclCultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELA TED COMMENTS We have reviewed this application with particular aNention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Signature of Director or Authorized Representative Date w City of Renton Department of Planning / Building / Public WorKs ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: COMMENTS DUE: JUNE 7, 2004 APPLICATION NO: LUA-04-049, LLA DATE CIRCULATED: MAY 24,2004 APPLICANT: Bob Wenzl PROJECT MANAGER: Susan Fiala PROJECT TITLE: Cedar Avenue Lot Une Ad·ustment SITE AREA: 470,588 s uare feet LOCATION: 3521 & 3515 Cedar Avenue South WORK ORDER NO: 77252 SUMMARY OF PROPOSAL: The applicant is proposing to adjust property lines between Parcels A and B to increase the width of a proposed Lot 50 within the Cedar Avenue Preliminary Plat and align property lines. Also, a 30 foot wide portion of Cedar Ave. SE (104th Ave. SE in King County) is proposed to be vacated which in tum would be acquired by the Sunnybrook Plat and conveyed into· existing Tract A of same plat. ~ A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Earth Housing .. Air Aesthetics Water UghtIGlare Plants Recreation LandlShoreline Use Utilities Animals T rans{)Ol1ation Environmental Health Public Services Energy! HistoriclCultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELA TED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with rticular attention to those areas in which we have expertise and have identified areas of probable impact or areas where itional information is ded to properly assess this proposal. City'Rento!l!epartment of Planning / Building / p!l wo' ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Fire.-COMMENTS DUE: JUNE 7,2004 APPLICATION NO: LUA-04-049, LLA DATE CIRCULATED: MAY 24,2004 APPLICANT: Bob Wenzl PROJECT MANAGER: S .... , PROJECT TITLE: Cedar Avenue Lot Line Adjustment PLAN REVIEW: Arneta H ~hRnk~ l(; ~ o 'U ~ r' SITE AREA: 470,588 square feet BUILDING AREA (gross): N/~~\ I j LOCATION: 3521 & 3515 Cedar Avenue South WORK ORDER NO: 772dJJ U I MAY 24 2004 U; SUMMARY OF PROPOSAL: The applicant is proposing to adjust property lines between Pare els A lnd B to increase the widt of a proposed Lot 50 within the Cedar Avenue Preliminary Plat and align property lines. Also, a 30 oot wide P<m~ ~f.r~«;,.: E (1~4~h Ave. SE in King County) is proposed to be vacated which in turn would be acquired by he SunnYQr,9.<2It~!aJi'ngf:.wrveyed intc eXisting Tract A of same plat. 'I A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housina Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet £ tit-/; j}lJie/ B. POLICY-RELA TED COMMENTS C. CODE-RELATED COMMEE.JJ We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or .,... wh<". ',,?Ion 'nlonna""" ~ n d to properly "",ass "'~ proposal. 5/:J1 Af Date ~ I CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 15th day of June, 2004, I deposited in the mails of the United States, a sealed envelope containing Initial Review with Changes Letter documents. This information was sent to: Kevin Vanderzanden Bob Wenzl Cedar Ave, LLC (Signature of SS COUNTY OF KING Contact Applicant Owner ............ ,""" ........ "N ~'" ~... ~'l II • .: -~ ......... c. •• f ~\. .. ;t.\SSION~· •• ~'111. .. "o~ 0 :.to', ~ ., : :'0 l'\ TA~r -;, .... .on ~ I certify that I know or have satisfactory evidence that Stacy M. Tucker i (/) ~ ~ -'-~~ ~ signed this instrument and acknowledged it to be his/her/their free and voluntaft~o~ for4RIi'~e~.~dj purposes mentioned in the instrument. "" ~ "'~:29-07 ••• ··:0 .f I. 0 ·· .... ···0.\6':- II WAS""\~ ~ ....... - \\\\'''" .......... Dated: fel2-VIo y Notary (Print):-----i~WM~Rff-lIL'WlIt4HI<td1fidWlI6~HIFIEf¥iiF----------__ _ My appointment expires: MY APPOINTMENT EXPIRES 6-29-07 Cedar Avenue Lot Line Adjustment LUA04-049, LLA '/ Mayor June 15, 2004 Kevin Vanderzanden Core Design, Inc. 14711 NE 29th Place, Suite 101 Bellevue, W A 98007 Subject: Ceoar Avenue Lot Line Adjustment LUA-04-049, LLA Dear Mr. Vanderzanden: CITY. RENTON Planning/Building/Public Works Department Gregg Zimmerman P.E.,Administrator The City of Renton has completed the initial review of your proposed lot line adjustment. The following changes will be necessary iri order for the City to approve your proposal: 1. The rear yard setback is to be dimensioned on the lot line adjustment drawing. The dimension is to be from the house to the rear yard /property line (not the deck). 2. The deck must be removed prior to recording as it exce~ds the allowed height of a structure within required yard setbacks. As a, condition of the lot line adjustment, the applicantshall obtain ademolitit;>n perrriit and completeall inspectiOns and approvalsfor the deck located on the property prior to the recording of the lot line adjustment. The text and shading references to the -deck must be removed -from the final rriylars. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager. 3. See attached memo with comments from Property Services. Once the changes,as noted above and in the attached memo, have been made, please submit three (3) copies of the revised lot line adjustment to my attention at the sixth floor counter of City Hall. The revised plans will be routed for final review a,nd you will be notified when it is appropriate to submit the final mylars. If you have any questions regarding your application or the changes requested above, please-contact me at 425-430-7382. - Sincerely. . u--: k~ Susan Fiala, AICP Senior Planner Attachment cc: Cedar Ave, LLC! Owner; Bob Wenzl! Applicant Project File -~~"'eV""ISTl!lle,.,-q.T1rdO"'C-"'--l-O-SS-So-u-th-G-ra-_ -dy-W,-ay---R-e-n-to-n,-W,-a....:.s-hi-ng-:-t-on-9-S0-S-S------~ * This paper contains 50"10 recycled material, 30% ~ consumer AHEAD OF THE CURVE DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM June 11, 2004 Susan Fiala SonjaJ. Fesser }~ Cedar Avenue Lot Line Adjustment, LUA-04-049-LLA Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced lot line adjustment submittal and have the following comments: Comments for the Applicant: Note the City of Renton land use action number and land record number, LUA-04-049-LLA and LND-30-0279, respectively, on the drawings in the spaces already provided. Correct the spelling of the word "WASHINGTON" in various places on Sheet 1 of 3 (see the "ACKNOWLEDGEMENTS" blocks). Three of the five "ACKNOWLEDGEMENTS" blocks reference "STERLING SAVINGS BANK". Review and revise as needed. Show a "hook" (or other on the Sheet 2 of 3 drawing) that indicates that the 30' strip easterly of "Tract A" was a part of "Parcel A" before the lot line adjustment. There is nothing explicit in the drawing of Parcel B (Sheet 3 of 3) that indicates that the west line of the parcel is being adjusted. Identify the new lot line and the old lot line for the west side of Parcel B, or use a different line type to indicate old lines. Currently, these can be confused with easement boundaries. What is meant by the northerly extension of the westerly old lot line (?) of Parcel B? Said extension appears to cut off a portion of Parcel A (Sheets 2 of 3 and 3 of 3). Is the 30'strip, to be added to Tract A, really dimensioned as "30''', along the northerly line of adjusted Tract A (as shown on Sheet 2 of 3), or something more? \H:\Fi\e Sys\LND -Land Subdivision & Surveying Records\LND-30 -City of Renton Lot Line Adjustments\o279\RV0406Ol.doc " • June 11,2004 Page 2 Note that if there are restrictive covenants, easements or agreements to others (City of Renton, etc.) as part of this subdivision, they can be recorded concurrently with the lot line adjustment. The lot line adjustment and the associated document(s) are to be given to the Project Manager as a package. The lot line adjustment shall have the first recording number. The recording number(s) for the associated document(s) should be referenced on the lot line adjustment. Fee Review Comments: Lots within or affected by the lot line adjustment are subject to the city's special charges, if any. H:\FIle Sys\LND -Land Subdivision & Surveying Records\LND-30 -City of Renton Lot line Adjustments\0279\RV040601.doc\cor e e City of Renton Department of Planning / Building / Public Worlcs ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: COMMENTS DUE: JUNE 7,2004 APPLICATION NO: LUA-04-049, LLA DATE CIRCULATED: MAY 24,2004 APPLICANT: Bob Wenzl PROJECT MANAGER: Susan Fiala PROJECT TITLE: Cedar Avenue Lot Line Ad·ustment SITE AREA: 470,588 s uare feet BUILDING AREA LOCATION: 3521 & 3515 Cedar Avenue South WORK ORDER NO: 77252 SUMMARY OF PROPOSAL: The applicant is proposing to adjust property lines between Parcels A and B to increase the width of a proposed Lot 50 within the Cedar Avenue Preliminary Plat and align property lines. Also, a 30 foot wide portion of Cedar Ave. SE (104th Ave. SE in King County) is proposed to be vacated which in turn would be acquired by the Sunnybrook Plat and conveyed into existing Tract A of same plat. , ~ A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation LandlShoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Natural Resources Historic/Cultural Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with rticular attention to those areas in which we have expertise and have identified areas of probable impact or areas where itional information is ed to properly assess this proposal. CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 21 51 day of May, 2004, I deposited in the mails of the United States, a sealed envelope containing Acceptance Letter documents. This information was sent to: Kevin Vanderzanden Contact Bob Wenzl Applicant Ceder Ave, LLC Owner (Signature of Sender).:..,: ,.&~~~~.L...Oc;d.c~~:::::!i::::L...----_____ ~;:::.. KA~ ""'t ....... C~ tt STATE OF WASHINGTON COUNTY OF KING ) SS ) •• :~ibS\ON ~.t ... ~ I" .. ~~-~ •• -0(\ ~ :·0 ~OTAFiy~'" ~ :0 (I): ~ : .... ~ : ~ . ,., C . ~ ~ <p \ ""UBL\ :. ~ ! '" ;...\.. .. 0 .. I certify that I know or have satisfactory evidence that Stacy M. Tucker \'"1i···~:?~:~~.····~ J signed this instrument and acknowledged it to be his/her/their free and voluntary act 'br,t"'W.~d---p~::~:;o;n;;'i::;;nt. ~~in i~l~:'::~::~:"-- Notary (Print):. ____ ....JMIllliAI:MB;w"...LVNIlI.AIKAOUlM~CoAI:IEf¥IiI=P_------______ _ My appointment expires: MY APPOINTMENT EXPIRES 6-29-07 Cedar Avenue Lot Line Adjustment LUA04-049, LLA .... "uIIJl.".-Wheeler. Mayor May 21,2004 Kevin Vanderzanden Core Design, Inc. 14711 NE 29th Place, Suite 101 Bellevue, WA 98007 Subject: Cedar Avenue Lot Line Adjustment LUA-04-049, LLA Dear Mr. Vanderzanden: CITY IF RENTON PlanningIBuildinglPublic Works Departm~nt . Gregg Zimmerman P.E., Administrator The Development Planning Section of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review.· . You will be notified if any additional information is required to continue processing your application. Please contact me at (425) 430-7382 if you have any questions. Sincerely, ~~ Susan Fiala . Senior Planner cc: Cedar Ave, LLC / Owner Bob Wenzl/Applicant ------l-O-SS-So-u-th-G-r-a-dy-W-ay---R-e-n-to-n-, W-a-s-hi-n-gt-on-9-80-S-S------~ * This paper contains 50% recycled material. 30% post consumer AHEAD OF THE CURVE City of Renton LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) PROJECT INFORMATION NAME: Cedar Ave, LLC PROJECT OR DEVELOPMENT NAME: -Oedar Avenue lDt Line Adjust:rrent ADDRESS: P~O. Box 2401 . -- ./ PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: -------- CITY: Kirkland ZIP: 98033-6019 3521 Cedar Avenue South TELEPHONE NUMBER: (425) 893-8478 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): Parcel A 292305-9039-01 APPLICANT (if other than owner) Parcel B 292305-9119-04 NAME: Bob Wenzj). EXISTING LAND USE(S): Single Family Residential ! COMPANY (if applicable): PROPOSED LAND USE(S): Vineyards Construction Sinale Familv Residential ADDRESS: P.O. Box 2401 EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ResidenticU options Clklrkland, WA ZIP: 98083 PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): N/A TELEPHONE NUMBER 425-893-8478 EXISTING ZONING: R-l0 CONTACT PERSON PROPOSED ZONING (if applicable): N/A NAME: SITE AREA (in square feet): N/A 1~.L\\;).1~ Kevin J. Vanderzanden SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED COMPANY (if applicable): FOR SUBDIVISIONS OR PRIVATE STREETS SERVING Core Design, Inc. THREE LOTS OR MORE (if applicable): N/A ADDRESS: 14711 NE 29th Pl, Suite 101 PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ACRE (if applicable): N/A CITY: ZIP: Beileuue, WA 98007 NUMBER OF PROPOSED LOTS (if applicable): N/A TELEPHONE NUMBER AND E-MAIL ADDRESS: NUMBER OF NEW DWELLING UNITS (if applicable): 425-885-7877 N/A Q:web/pw/del'scrv/forllls/pianning/1113SlerajJp-doc 01122/04 , , PROaT INFORMATION (continu. r---~----------L---------------------~ NUMBER OF EXISTING DWELLING UNITS (if applicable): one PROJECT VALUE: N/A SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): N/A IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): N/A o AQUIFER PROTECTION AREA ONE SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL o AQUIFER PROTECTION AREA TWO BUILDINGS (if applicable): N/A o FLOOD HAZARD AREA SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): N/A o GEOLOGIC HAZARD NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if o HABITAT CONSERVATION applicable): N/A o SHORELINE STREAMS AND LAKES NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): N/A o WETLANDS LEGAL DESCRIPTION OF PROPERTY _____ sq. ft. ___ sq.ft. ___ sq.ft. ___ sq.ft. ___ sq.ft. (Attach legal description on separate sheet with the following information included) SITUATE IN THE SW QUARTER OF SECTION 29 ,TOWNSHIP 23 , RANGE~, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. TYPE OF APPLICATION & FEES List all land use applications being applied for: 1. lDt Line Adjustrrent, $450.00 3. 2. 4. Staff will calculate applicable fees and postage: $ " AFFIDAVIT OF OWNERSHIP -L..---=-~~c-':--~""""'---=::",-=-----:-r------:--::--,--' declare that I am (please check one) 'X: the current owner of the property oriz representative to act for a corporation (please attach proof ofa~horization) and that the foregOing (Signature of Owner/Representative) Q:web/pw/devserv/forms/plnnning/masterapp.doc e information herewith are in all respects true and correct to the best of my kno~ge and belief/ I certify that I know or have satisfactory evidence that g.~ce.~ W~ signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. My appointment eXPires:_/~/-+,/------"q~!---=O_D ___ _ 01/22104 City of Renton LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) PROJECT INFORMATION NAME: Th~~~tnte at Talbot Hill Home w rs Association PROJECT OR DEVELOPMENT NAME: Cedar Ave. Lot Line Adjustment ADDRESS?1 f 7 1~1 ~jJ/. #£, PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: ltUru/JD ~I'os~ TE~ONE NUMBER: ). yb1' 'UJ 2--0 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): APPLICANT (if other than owner) NAME: EXISTING LAND USE(S): Bob Wenzl COMPANY (if applicable): PROPOSED LAND USE(S): Vineyards Construction ADDRESS: EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: P.O~ Box 2401 CITY: Kirkland ZIP: 98083 PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): TELEPHONE NUMBER 425-893-8478 EXISTING ZONING: CONTACT PERSON PROPOSED ZONING (if applicable): NAME: SITE AREA (in square feet): Kevin J. Vanderzanden SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED COMPANY (if applicable): FOR SUBDIVISIONS OR PRIVATE STREETS SERVING Core Desion Inc THREE LOTS OR MORE (if applicable): ADDRESS: 14711 NE 29th PI, Suite 101 PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ACRE (if applicable): CITY: ZIP: Bellevue 98007 NUMBER OF PROPOSED LOTS (if applicable): TELEPHONE NUMBER AND E-MAIL ADDRESS: NUMBER OF NEW DWELLING UNITS (if applicable): Q:web/p\vldevserv/fonns/planning/masterapp.doc 09/24/03 " PROJECTINFORMATrl_O_N_(~'c_o_nt_in_u_e_d~I) ______________ -, NUMBER OF EXISTING DWELLING UNITS (if applicable): SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if applicable): NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): PROJECT VALUE: IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): o AQUIFER PROTECTION AREA ONE o AQUIFER PROTECTION AREA TWO o FLOOD HAZARD AREA o GEOLOGIC HAZARD o HABITAT CONSERVATION o SHORELINE STREAMS AND LAKES o WETLANDS ___ sq. ft. ___ sq.ft. ___ sq. ft. ___ sq. ft. ___ sq. ft. LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following information included) SITUATE IN THE QUARTER OF SECTION __ , TOWNSHIP _, RANGE_, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. TYPE OF APPLICATION & FEES List all land use applications being applied for: 1. 3. 2. 4. Staff will calculate applicable fees and postage: $ AFFIDAVIT OF OWNERSHIP , I - I, (Print Name/s) ~/AJ t) ~ , declare that I am (please check one) _ the current owner of the property involved in this application or __ the authorized representative to act for a corporation (please attach proof of authorization) and that the foregoing statements and answers herein contained and the information herewith are in all respects true and correct to the best of my kn~wledge ,and be~ef. m . I certify that I know or have satisfactory evidence that /t:ittII A) tJ ~ ~ signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. -, .... "'" . ---"i~\NG M. "\\ (Signature of Owner/Representative) .: ']..~ .' •••••••• C-t~ ' • .... t;,ON €.t .... ~ If 1_~tJ· • ...,*, %-.. ~ I, ~~~~~~~~~~~~~~~~~~Y ~~ ~ : ~ PUBUC ! ~ If '. ~.,:#! " ·· .. ?-25-~.··_~ ,;' (Signature of Owner/Representative) \ ~ "\' •••• ~ .... .: Notary (print)~cx.,,",C'\ ::::\~'<\'=\\\ " sZ\E- My appointment expires: 2-\2 S \ alp Q:\\'eb/p\\'/devscrv/forms/planning/masterapp.doc 09/24/03 ~ CORE ~DES/GN May 11, 2004 Core No. 01052A Susan Fiala City of Renton Development Services Division 1055 S. Grady Way Renton W A 98055 DEVELOPMENT PLANNING CITY OF RENTON MAY 122004 RECEIVED Core Design, Inc. 14711 NE 29th place Suite #101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 Subject: Cedar Avenue Lot Line Adjustment Dear Susan: On behalf of our client, Bob Wenzl, we are submitting a Boundary Line Adjustment between Parcel A, Parcel B and Tract A. Parcel A and Parcel B are properties owned by Cedar Avenue, LLC and located at 3521 Cedar Avenue South. Parcel B is currently used as single-family dwelling and Parcel A is currently an undeveloped residential property. Tract A is within the Plat of Sunnybrook and owned by The Pointe at Talbot Hill Homeowners Association. They are acquiring the unusable portion of Parcel A above, which falls within the east 30 feet of the south half of the north half of the southwest quarter of the southwest quarter, all in Section 29, Township 23 North, Range 5 East, W.M., Except that portion conveyed to King County for 104th Avenue S.E. The application for this Boundary Line Adjustment does not propose any changes to the current use of the properties. The purpose of the proposed boundary line adjustment is to align Parcel B boundary lines with the lot lines of the proposed Plat of Cedar Avenue and to convey the unusable portion of Parcel A to the owner of Tract A. Sincerely, cor DESIGN, INC.. n ... \ ihJ ~ ~ ~cft .,.->L-- Kevin J. Vanderzanden, PL; Managing Principal Senior Project Surveyor Ol052tJ{)4 City of Renton ENGINEERING· PLANNING· SURVEYING ,. DEVELOPMENT PLANNING CITY Of RENTON MAY' 2,2004 RECElVED LOT CALCULATION REPORTS Prepared by: Approved by: Date: FOR CEDAR AVENUE LOT LINE ADJUSTMENT RENTON, WASHINGTON Robert K. Brooks Kevin J. Vanderzanden, P.L.S. May 2004 Core Design, Inc. Job #: 01052 Lot Report CRD File> p:\2001\01052\carlson\01052.crd LOT 1 = /!:?7",2;',:">..=::'.: A OF BLOCK 1 PNT# BEARING DISTANCE NORTHING 510 11048.15 S 87°44'55" W 1289.49 15007 10997.49 N 01°52'36" E 332.68 8 11329.99 N 88°03'11" E 1288.58 15008 11373.77 S 01°48'02" W 30.06 4538 11343.72 S 88°03'11" W 120.26 15006 11339.63 S 01°48'02" W 80.17 15005 11259.50 N 88°03'11" E 120.26 4536 11263.59 S 01°48'02" W 215.54 510 11048.15 EASTING 11321.18 10032.68 10043.58 11331.42 11330.47 11210.29 11207.77 11327.95 11321.18 Closure Error Distance> 0.0143 Error Bearing> S 01°15'58" W Closure Precision> 1 in 242765.9 Total Distance> 3477.05 LOT AREA: 413762 SQ FT OR 9.4987 ACRES Paqe 1 of 6 05/12/2004 07:4 STATION 0.00 1289.49 1622.17 2910.75 2940.82 3061.08 3141.25 3261.50 3477.05 LOT 2 -:= /..c)t;1tf~:.;~i:'~~-' 3' OF BLOCK 1 PNT# BEARING DISTANCE NORTHING EASTING STATION 4536 11263.59 11327.95 0.00 S 88°03'11" W 120.26 15005 11259.50 11207.77 120.26 N 01°48'02" E 80.17 15006 11339.63 11210.29 200.43 N 88°03'11" E 120.26 4538 11343.72 11330.47 320.69 S 01°48'02" W 80.17 4536 11263.59 11327.95 400.86 Closure Error Distance> 0.0000 Total Distance> 400.86 LOT AREA: 9621 SQ FT OR 0.2209 ACRES Paqe 2 of 6 LOT 3:: 7/</iC7" /7 OF BLOCK 1 PNT# BEARING DISTANCE NORTHING EASTING STATION 15001 10825.02 11314.17 0.00 RADIUS: 201.00 LENGTH: 171.90 CHORD: 166.70 DELTA: 48°59'58" CHORD BRG: N 50°04'02" W PC-R: S 64°25'57" W PT-R: S 15°25'59" W RADIUS POINT: 15002 10738.27,11132.85 TANGENT: 91.60 15003 10932.02 11186.34 171.90 N 02°31'48" W 110.74 15004 11042.66 11181.45 N 87°44'55" E 139.84 510 11048.15 11321.18 S 01°48'02" W 223.24 15001 10825.02 11314.17 Closure Error Distance> 0.0044 Error Bearing> N 70°56'17" W Closure Precision> 1 in 146079.9 Total Distance> 645.72 LOT AREA: 20350 SQ FT OR 0.4672 ACRES Paqe 3 of 6 282.64 422.48 645.72 LOT 4 OF BLOCK 1 PNT# BEARING DISTANCE NORTHING EASTING STATION 509 10769.79 11342.45 0.00 RADIUS: 411.97 LENGTH: 32.59 CHORD: 32.59 DELTA: 04°31'59" CHORD BRG: S 68°49'24" W PC-R: S 18°54'36" E PT-R: S 23°26'35" E RADIUS POINT: 15000 10380.05,11475.96 TANGENT: 16.31 508 10758.02 11312.06 32.59 N 01°48'02" E 290.28 510 11048.15 11321.18 N 87°44'55" E 30.08 511 11049.33 11351.23 S 01°48'02" W 279.68 509 10769.79 11342.45 Closure Error Distance> 0.0035 Error Bearing> S 09°57'50" W Closure Precision> 1 in 180068.6 Total Distance> 632.63 LOT AREA: 8542 SQ FT OR 0.1961 ACRES Paqe 4 of 6 322.87 352.95 632.63 Rob Stevens and Bob Brooks, -Core Design 14711 NE 29th PL, Suite #101 Believue,YVA 98007 RE: Proposed Cedar Avenue Lot Line Adjustment - Waiver -of Submittal Requirements and Process Dear Sirs: CITY. RENTON PlanningIBuildinglPublic Works Department Gregg Zimmerman P.E., Administrator -DEV~~~~WE~:nilG --- MAY' 22004 RECElVED Per your request for a preliminary overview of the proposed lot line adjustment (lLA) as stated in the Core Design letter, dated January 23, 2004, the following is our response. - Please note: The proposed LLA affects several latsin the Cedar Avenue Preliminary Plat (LUA 02- 125) which has not completed the final plat process. However; as the lot line adjustment does not affect the density or number of lots within the subject plat, the application for the -LLA may be submitted prior to recording of the finaL plat Thus, the recording of the lot line adjustment must be recorded prior to final recordation of the final plat. Also, a minor amendrnent to the preliminary plat must be completed prior to its final recording. . ' In reference to your' request to waive selected submittal application items for a lot line application, I have referred to the appropriate staff for waivers and offer the following: Item #6. Lot Line Adjustment Plan: . ,_" ,- • The ground floor square footage of the home to remain on Parcel B is required in order to determine compliance with the R~10 lot coverage standard of 70% for detached units., • The dimensioned distances to property lines .for Parcel B is required. The R-10 zone requires --, aside yard setback of 5 feet with the conditions that LJncovereddecks not exceeding 18 inches above the finished grade may project to the property line: The distance from the home and/or deck to the north property line is the key item in this case. • The location of existing critical areas is not required to be shown. ' Item # 7, Wetlands Report: Item # 8. Topography Map: Item # 9. Utilities Plan: Item # 10. Drainage Control Plan: Item # 11. Landscape Analysis: Waived Waived Is not waived Waived Waived Please contact me at (425) 430-7382,if there are questions. 2~ Susan A. Fiala, AICP Senior Planner Attachrnents cc: Arneta Henninger, Plan Review Jennifer Henning, Development Services --~ ----~--1-05-5-S-o-u-th-G-r-a-dy-W.-ay---R-e-n-to-n-, -W.-a-sh-,in-g-to-n-98-0-5-5----..:..--R E N T ON ® This paper contains 50"10 recycled matenal, 30% post consumer AHEAD OF THE CURVE , l ", e e DEVELOPMENT SERVICES DNISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICA TIONS This requirement may be waived by: 1. Property Services Section 2. Public Works Plan Review Section 3. Building Section 4. Development Planning Section Q;\WES\Pw\DEVSERV\AFORM\aformwaiver.xls06/25/02 DEVELOPMENT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS This requirement may be waived by: 1. Property Services Section 2. Public Works Plan Review Section PROJECT NAME: -...-.6/L?'.~[.,2';1£.~l:::l'=::::'7l=---- 3. Building Section 4. Development Planning Section DATE: __ -r~~~~~-+ ________ __ Q:\WE8\P\MDEVSERV\AFORM\aformwaiver.xls06/25/02 5657 CHICAGO TITLE tmIT 10 IGO TITLE INSURANCE COMPA~ 04/'27/2004 17:01 FAX 206 628 . . J '70'{FIFI1IAVENUI!,#3400, SSATI'LE. WA 98104 ---' PlAT CERTIFICATE Certificate for Filing Proposed Plat: In the matter of the plat submitted for our approva1, this Company has exam ined the records of the County AuditOT and COWlty CleTk of KING Counry, Washington, and the records of the Ck.'Tk of the United States Courts holding terms in said County. and from such examination hereby certifies tbat tbe title to the foIlowiDg described land situate in said KING County, to-wit: SEE SCHEDULE A (NEXT PAGE) VESTEDlN: THE POINTE AT TALBOT HILL HOMEOWNERS ASSOCIATION, A WASHINGTON NON-PROFIT CORPORATION EXCEPTIONS: SEE SCHEDULE B ATTACHED CHARGE: $200.00 T~ Sl7.60 Records enm.incd to APRIL 22, 2004 at 8:00 AM By HARRIS/EISENBRBY Title Officer (206)628-5623 PLATCR.TAjRIJ",jO')7.) 04/2i/2004 1i:01 FAX 206 628 565i CHICAGO TITLE lrnIT 10 ~ ICAGQ TITLE INSURANCE COMP.~ . . .......,,' ~J PLAT CERTIFICATE SCHEDULE A (Continued) LEGAL DESCRIPTION I4J 003 Older No.: 1134227 TRACT "An, SONNYBROOK, ACCORDING 'ro THE PLAT TP"...BREOP, RECORDED IN VOLOME 220 OF PLATS, PAGES 30 THROUGH 39, IN.KING COUNTY, WASHINGTON. 04/'27/2004 17: 01 FAX 206 628 5657 CHICAGO TITLE tmIT 10 141 004 • e CHTCAGOTITLE INSURANCE COMPANY PLAT CERTIFICATE SCHEDULEB OnieT No.: 1134227 This certificate does not insure against loss or damage by reason of the following exceptions: GENERAL EXCEPTIONS: A Defecrs,lien.'I, CDCllmbrances, adverse claims or other matters. jf any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. B. Rights or claims of parties in possession not shown by the public records. C. Encroachments, overlaps, boundary line disputes, and any other matters which would be disclosed by an aCCllri:llc SUlVcy and inspection of the premises. D. Easements or claims of easements not shown by the public records. E. Any lien, or right to lien, for contributions to employee benefit funds, or for state workers' compensation, or for services, labor, or material heretofore or hereafter furnished, all as imposed by Jaw, and not shown by the public tecords. F. Liens under the Workmen's Compensation Act not shown by the public Tecords. G. Any service, installation, connection, maintenance or construction charges for sewer, water, electricity or garbage removal. H. General talCt;S not now pay-.wIc; matters relating to special assessments and special levies, if auy, preceding or in the SHIne becoming a lien. I. Reservations or exceptions in patents or in Acts authorizing the issuance thereof; Indian tribal c(ldes orrcgulatiOD5, Indian treaty OT aboriginal rights, ,including easements or equitable servimde.s. J. Water r.ights, claims, Or title [0 water. K. THIS REPORT IS ISSUED AND ACCEPTED m-ON THE UNDERSTANDING THAT TIlE LIABITJTY OF THE COMPANY S'F:lALL NOT EXCEED ONE THOUSAND DOLLARS(S1000.00). 04/27/2004 17:02 FAX 206 628 5657 CHICAGO TITLE UNIT 10 ~ 'CAGO TITLE INSURANCE COMP~ '-....-' '-'" PLAT CERTlFICATB SCHEDULE B (Continued) EXCEPTIONS Order No.: 1134227 ~005 A 1. COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS AND SETBACKS, IF ANY, SET FORTH IN OR DELINEATED ON SAID PLAT. B 2. COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS AND LIABILITY FOR ASSESSMENTS CONTAINED IN INSTRUMENT: RECORDED: RECORDING NUMBER: FEBRUARY 25, 2004 20040225000967 c SAID INSTRUMENT IS AN AMENDMENT AND RESTATEMENT OF DECLARATION RECORDED UNDER RECORDING NUMBER 20040205000237. 3. CITY OF RENTON, WASHINGTON, ORDINANCE NUMBER 3790, ESTABLISHING A SPECIAL ASSESSMENT DISTRICT FOR WATER SERVICE IN THE SOUTH TALBOT HILL-VALLEY GENERAL HOSPITAL AREA AND ESTABLISHING THE AMOUNT OF THE CHARGE UPON CONNECTION TO THE FACILITIES, AND THE TERMS AND CONDITIONS THEREOF, RECORDED UNDER RECORDING NUMBER 9403260504. 4. GENERAL AND SPECIAL TAXES AND CHARGES AFFECTING THE ENTIRE PLAT = YEAR: 2004 AMOUNT BILLED: $ 26,597.98 AMOUNT PAID: $ 26,597.98 NUMBER OF LOTS IN SAID PLAT: 115 THE TAX ACCOUNT NUMBER(S) FOR THE LOT(S) HEREIN DESCRIBED IS (ARE) NOT AVAILABLE AT THIS TIME. TrlE TAX ACCOUNT NUMBER(S) FOR THE ENTIRE PLAT IS (ARE): 292305-9045-03; 292305-9062-01; 292305-9043-05; 302305-9014-07; 292305-9050-05; 292305-9089-00. THE LEVY CODE IS: 2130 F 5. DEED OF TRUST AND ASSIGNMENT OF RENTS AND/OR LEASES, AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: BENEFICIARY: AMOUNT: DATED; RECORDED: RECORDING NUMBER: WATERBURY, LLC, A WASHINGTON LIMITED LIABILITY COMP~~ CHICAGO TITLE INSURANCE COMPANY PAUL J. TAYLOR AND KAREN M. TAYLOR $ 12,000,000.00 AUGUST 30, 2002 .~UGUST 30, 2002 20020830004178 THE AMOUNT NOW SECURED BY SAID DEED OF TRUST AND THE TERMS UPON WHICH THE SJl~E CAN BE DISCHARGED OR ASSUMED SHOULD BE ASCERTAINED FROM THE HOLDER OF THE INDEBTEDNESS SECURED. 04/17/2004 17:02 FAX 206 628 5657 CHICAGO TITLE UNIT 10 '.......,' :L.GO nTLE INSURANCE COMP.t . e PLAT CERTIFICATE SCHEDULE B (COlltinued) G AFFECTS: ENTIRE PLAT I NOTE 1: 141 006 Order No.: 1134227 THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE RECORDED TO COMPLY WITH THE REQUIREMENTS OF RCW 64.04. SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WHICH MUST ALSO APPEAR IN THE BODY OF THE DOCUMENT: TRACT n A". VOLUME 220 PLATS PG 30. AS OF APRIL 22. 2004. THE TAX ACCOL~S FOR THE ENTIRE PLAT ARE 292305-9045-03; 292305-9062-01; 292305-9043-05; 302305-9014-07; 292305-9050-05; 292305-9089-00. Em) Of' SClmDOLE B 04./27/2004 17: 02 F.U 206 628 5657 CHICAGO TITLE UNIT 10 ~GO TITLE INSURANCE COMPA e '-" . "-..I PLAT CERTIFICATE SCHEDULE B (Continued) Order No.: 1134227 THE FOLLOWING PARTIES HAVE BEEN SENT A COPY OP THIS COMMITMENT: TAYLOR DEVELOPMENT SUZANNE CORE DESIGN, INC ROB STEVENS TAYLOR DEVELOPMEN"l' JEFF HAMILTON EMAIL/O FAX/O 1/1 I4J 007 f OS/06t2004 12:27 _ .. ------- " - I • FAX 206J438403 PACIFIC NW TITLE tmIT 8 .----._ ---- . DEVE~I;NT PLANNING ,., C~ RENTON '"-MAY' 2 2004 , : RECEIVED TO: Vineyards construction P.O-Box 240l. Kirkland, WA 99033 Attn: Bob Wenzl 215 Columbia Street Seattle, Waslrington 98104 cc: Core Design 14711 NE 29u Place Bellevue, WA 98007 Att:.n: Bob SUPPLEMENTAL REPORT #1 p~ Order NUmber: 556394 Seller: n/a :Buyer/Borrower: Cedar Avenue LLC The following matters affect the property covered by this order: • A Full update of ~he plat Certificate from January 9, 2004 through April 29, 2004 at 8:00 a.m. has disclosed the following; • The vest.ing has be~n amended to read as follows; CEDAR A~ LLC, a Washington limited liability company • The following paragraph(s) of our preliminary commitment has/have been eliminated: lO • The following paragraph has been amended to read as follows: 9. GENERAL AND SPECIAL TAXES AND CHARGES; FIRST HALF DELINQUENT MAY 1, IF UNPAIDt SECOND HALF ORLINQUENT NOVEMBER. 1, IF UNPAID: YZAB.: TAX ACCOUNT :mnmBR.: LEVY CODE: 2004 292305-9039-01 2HO ~ ASSESSED VALUE: Land: $669,000_00 Improvements: $ 1,000.00 AMOUNT BILLED GENERAL TAXES: $7,766.24 SPECIAL DISTRICT: $2.40 $5.00 TOTAL BILLlm: $7,773.64 PAil): $3,886.92 TOTAL DUll: $3,886.82 ( continued.) 141 0011003 fACIFIC NW TITLE UNIT 8 SUPPLEMENTAL TITLE REPORT Page 2 Order No. 556394 • The following paragraph has :been am.eucled to read as follows: ~S. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1, IF UNPAID: SECOND HALF DSLINQUENT NOVEMBER ~, IF UNPAID: YEAR: "rAX ACCOUN"r NllMBBR.: LFNY CODE: 2004 292305-9119-04 2130 CURRENT ASSESSEl) VALUE: Land: $ 73,000.00 Improvements: $14B,000.00 AMOUNT BILLED GENERAL TAXES: $2,56l.10 SPECIAL DISTRICT: $1.50 $5.00 TOTAL BILLBD: $2,568.20 PAID: $1,284.10 TOTAL D'D'E: $1,284.10 • The following has been added as paragraph 16: 16. DEED OF TRUST AND THE TERMS AND CONDITIONS nrBREOF: GRANTOR: TRUSTEE: BENEFICIARY: AMOUNT: DATED: RECORDED: RECORDING NUMBER: AFFECTS: Cedar Avenue LLC, a Washington limited liability company Pacific Northwest Title Insurance Company Vineyards construc~ion LLC, a Washington limited liabili~y company $5,000.000.00 March 24, 2004 March 25, 2004 20040325001215 parcels A and B Th@ amount uow seeur~d by said Deed of Trust and the terms upon which the same can bedischargecl or assumed should be ascertained from the ho1der of t:he indebteduess secured. (continued) I4l 002/003 _----"-P,2;ACIFIC NW TITLE UNIT 8 SUPPLEMENTAL TITLE REPORT Page 3 order No. 556394 • There has ~een no change in the tiele to the property covered by this order since January 9, 2004, EXCEPT the mateers noted ' hereinabove- Dated as of May 6, 2004 at 8:00 a-m- dfl PACXFXC NORTHWEST TiTLE COMPANY By: LaVonne .Bowmau Title Officer Phone Number: 206-343-1328 ~ OOJ/OOJ PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC. 215 columbia Street Seattle, Washington 98104-1511 _tt Senior Title Officer, LaVonne Bowman (lavonnebowman@pnwt.com) Title Officer, Gerry Guerin (gerryguerin@pnwt.com) Assistant Title Officer, Daisy Lorenzo (daisylore~zo@pnwt.com) Senior Title Technician, Jeanette Post (jeanettepost@pnwt.com) Unit No. 8 FAX No. (206) 343 -8403 Telephone Number (206)343-1328 vineyards Construction P.O. Box 2401 Title Order No. 556394 CERTIFICATE FOR Kirkland, Washington 98033 Attention: Bob Wenzl Your Ref.: Buttar GENTLEMEN: PLAT CERTIFICATE SCHEDULE A FILING PROPOSED PLAT In the matter of the plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of King County, Washington, and the records of the Clerk of the United States Courts holding terms in said County, and from such examination hereby certifies that according to said records the title to the following described land: As on Schedule A, page 2, attached. IS VESTED IN: BALJINDER S. BUTTAR, who also appears of record as DR. BALJINDER S. BUTTAR and RASHPAL K. BUTTAR, husband and wife SUBJECT TO THE FOLLOWING EXCEPTIONS: As on Schedule B, attached hereto. CHARGE: TAX: $200.00 $ 17.60 TOTAL CHARGE: $217.60 RECORDS EXAMINED TO: January 9, 2004 at 8:00 a.m. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC. Senior Title Officer Unit No. 8 PLAT CERTIFICATE SCHEDULE A Page 2 --e Order No. 556394 The land referred to in this certificate is situated in the State of Washington, and described as follows: PARCEL A: The north half of the north half of the southwest quarter of the southwest quarter, EXCEPT the south 80 feet of the north 110 feet of the west 120 feet of the east 150 feet thereof; AND the east 30 feet of the south half of the north half of the southwest quarter of the southwest quarter, all in Section 29, Township 23 North, Range 5 East, W.M., in King County, Washington; EXCEPT that part conveyed to King County for 104th Avenue Southeast by deed recorded under Recording Number 5356329. PARCEL B: The south 80 feet of the north 110 feet of the west 120 feet of the east 150 feet of the southwest quarter of the southwest quarter of Section 29, Township 23 North, Range 5 East, W.M., in King County, Washington; TOGETHER WITH an easement for ingress and egress, over the north 30 feet and the east 30 feet of the north half of said subdivision, lying north of Carr Road. END OF SCHEDULE A GENERAL EXCEPTIONS: PLAT CERTIFICATE Schedule B Order No. 556394 1. Rights of claims of parties in possession not shown by the public records. 2. Public or private easements, or claims of easements, not shown by the public record. 3. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate surveyor inspection of the premises. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records, or Liens under the Workmen's Compensation Act not shown by the public records. 5. Any title or rights asserted by anyone including but not limited to persons, corporations, governments or other entities, to tide lands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or sound, or lands beyond the line of the harbor lines as established or changed by the United States Government. 6. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 7. Any service, installation, connection, maintenance, capacity, or construction charges for sewer, water, electricity or garbage removal. 8. General taxes not now payable or matters relating to special assessments and special levies, if any, preceding the same becoming a lien. 9. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including, but not limited to, easements or equitable servitudes. SPECIAL EXCEPTIONS: PLAT CERTIFICATE SCHEDULE B Page 2 Order No. 556394 THE FOLLOWING AFFECTS PARCEL A: 1. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: Puget Sound Power & Light Company, a Mass. corporation Electric transmission and distribution lines Southeast 30 feet of said premises October 8, 1935 2870911 2. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: PURPOSE: AREA AFFECTED: DATED: RECORDED: RECORDING NUMBER: Road Southeast 30 feet of said premises March 31, 1939 April 26, 1939 3042295 3. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: Ingress and egress North 30 feet of said premises September 29, 1991 5335457 Said instrument is a re-recording of instrument recorded under Recording Number 5231024. 4. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: Ingress and egress Southeast 30 feet of said premises October 16, 1961 5341025 (continued) PLAT CERTIFICATE SCHEDULE B Page 3 -e Order No. 556394 5. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: Washington Natural Gas Company Gas pipeline or pipelines The east 10 feet of the north 332.68 feet and the east 30 feet of the south 332.67 feet of said premises October 10, 1966 6093010 Said instrument is a re-recording of instrument recorded under Recording Number 6078387. 6. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: Pacific Northwest Bell Telephone Company, a Washington corporation Underground communication lines North 10 feet of said premises January 2, 1976 7601020328 7. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BY: RECORDED: RECORDING NUMBER: REGARDING: Cascade Sewer District and Owners May 5, 1981 8105050739 Latecomers charge 8. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED: RECORDED: RECORDING NUMBER: GRANTEE: November 22, 1961 5356329 County of King ( continued) PLAT CERTIFICATE SCHEDULE B Page 4 Order No. 556394 9. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE ON FEBRUARY 15TH: YEAR: AMOUNT: TAX ACCOUNT NUMBER: LEVY CODE: 2004 NOT YET AVAILABLE 292305-9039-01 2130 CURRENT ASSESSED VALUE: Land: $669,000.00 Improvements: $1,000.00 NOTE: General taxes for 2003 in the sum of $7,221.44 have been paid. NOTE: Special taxes for 2003 in the sum of $7.40 have been paid. 10. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: BENEFICIARY: AMOUNT: DATED: RECORDED: RECORDING NUMBER: Dr. Baljinder S. Buttar and Rashpal K. Buttar, title vested as Baljinder S. Buttar and Rashpal K. Buttar, husband and wife Evergreen Title Company, Unit 5 Sterling Savings Bank $250,000.00 July 7, 2000 July 10, 2000 20000710000932 The amount now secured by said Deed of Trust and the terms upon which the same can be discharged or assumed should be ascertained from the holder of the indebtedness secured. 11. HAZARDOUS SUBSTANCES CERTIFICATE AND INDEMNITY AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: RECORDING NUMBER: July 10, 2000 20000710000933 (continued) PLAT CERTIFICATE SCHEDULE B Page 5 Order No. 556394 THE FOLLOWING AFFECTS PARCEL B: 12. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: Water and water rights Said premises and other property June 26, 1933 2762829 13. Right to enter said premises to make repairs and the right to cut brush and trees which constitute a menace or danger to the electric transmission line located in the street or road adjoining said premises as granted by instrument recorded under Recording Number 2870911. 14. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED: RECORDED: RECORDING NUMBER: GRANTEE: November 22, 1961 5356329 County of King 15. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE ON FEBRUARY 15TH: YEAR: AMOUNT: TAX ACCOUNT NUMBER: LEVY CODE: 2004 NOT YET AVAILABLE 292305-9119-04 2130 CURRENT ASSESSED VALUE: Land: $73,000.00 Improvements: $148,000.00 NOTE: General taxes for 2003 in the sum of $2,328.77 have been paid. NOTE: Special taxes for 2003 in the sum of $6.50 have been paid. (continued) ----, -, PLAT CERTIFICATE SCHEDULE B Page 6 Order No. 556394 NOTE 1: A survey of the herein described property was recorded under Recording Number 9207159001, a copy of which is hereto attached. AFFECTS: Portion of Parcel A END OF SCHEDULE B Title to this property was examined by: Dave Clasen Any inquiries should be directed to one of the title officers set forth in Schedule A. rg • 1" f Portion of the southwest ~ 29-23-5 Parcel A PACIFIC NORTHWEST TITLE Order No. 556394 Company of Washington, Inc. IMPORTANT: This is not a Plat of Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. N ove F.asement Cot 9 1935 Sept 27 193~ $1 end Lena !lew&trodl a widow. ol'lncrof the fo1g 'os pty es her. Power&. LiGht Company a Masgcorp siug1e Hne -- aep est .. _-"" to Puget Saline! --sm 8D 2452404 ----- the 8as-; 30 rt or that portn of the no halt of the SW; or ';he s~ st!o 29 tllP 23 n r ~ e w m lying north of c,·unty road 'No .la!7.. the centsr 11ne -. 1 rt eest and.pll to the wsat.11 otsd:Sf:r1p to:-eth with the right atall times --ferm (om1tting pargh 1n rg blaGt1ng. lIoh 18 str1cken) -- the rlghs. t1~le. pr1vls --torm an" IIItg nD thes4 prems held bytbe mtgee sbove named is hby rslad to the extent,-but on11 to the exten.t. neOS09 to euborchnste theed IIlte to the easenent hers1D grante4 to ad grtee ' .. _. -. . Lens Nellatrom ,kGw Sept 27 1935 '07 Lena Nellstrom s w1dow, and on osthstated thst theaboye des ptr 1I8S har ssp est bat EdwerdP ~~1I1ng, n p for wn res st. naFe' 3 1939 fl4 by s p x..sementOllt 9 19~6 . Sept .23 lea '1 and 0 vo $'2870912 :.Isobel lela Bu teson' a "14011, 1ndVly snd ss SleC or the est ,ot '1'l'attord. Buteson 4e04, and .7ohn Wm MoCre& and .7essleli MoCres hwt '. . to.PIllet Soune} Power&; L1ght Oompln)'8 Me8~ corp ~._ .. 911 above ---snsl lill.a -. tha DO ZIO tt ot the west belt ot the west halt ot theNBtot the mr* or the $B1 otaeo 4, twp 26 nr 4. eas~1I III ,be,ing tI porrn ot 1:t '1~liftor.4,'PUk unreocld; . ,~a,!0.~,'.·t::rw~:et::-r:;~: t a:o e:: dt :~:s t:.::: ::: ::1 t::::T:. ,;:-:' ,':,",' JalfjdeM :'!eCru , :;:~:",: ;.,' ",Jw;WIii',MoGrea , ' . __ , Isofiel,'IalaHutesoD ":,':;:' ';:;'/;';",&0-.1,&1 •. Hutestol1 ex:: ot thfl estot ····.·.,·,::.'~:;~'#.t:~e~~~:~··:~ill::i1~!~~uE:!~::::i~:·,w;n:~~_a:~a:~'·':.· . I . ,:::'-;';J •• il1a11,olliiCruj:"b¢·'Ecl1rard P Thw1ng n p tor wn res at:.iut. . ,:;~~;~1i;;!'I. 1~~9t:d}~~,iJip' . ~r ." .. ~~~ .. 00~:9'1936 . ~ .. 28709i~ ":,::;K.~;,H :·,S~j:t)a __ "lis&(. '$1' 2,'; 0 y C ·f.., , , . ,':."',,':: . : rIlOb~l)I.:I,lIHD~eaon s 1114011* indvly and as exx otthe est ot. "; '::i;!;~:;~li,.deod end 1111eDll" Nioho_OIl andJean'/J, , to' PIllet SaUna. POller &. L1gh t oompen" 1 Men 0 orp .,..1 --.... ~Ii·,ltll, above ·--sagl Une --. .' .1 th~~~sO '~~ot .the eest ba It ot the list hali ot theDi otthemrt-'i~'Y:.:1 "ot-th.';.,~~'l:!eo'4 twp 211 II r 4 e w II:. I).tag 8 portD ot tt 2,--"..::,:"' ... ,-: ;",?j ~ttoit"~k Ilnreoe!05; . ' " " '.: "" ':-:i tbe:o&l1ne ---, 21 t.t ao an.f pll to ths no 11 ot theaboye'.':<:'!';"'J des tt "'.' , . '. .': : ..• -<:',;<:~ toseth with the r1ght at all tiDIes --torm to sl,s '. ",·>·:-;d . ;:a;. =t::~i:~: . : :}~i~~~,ijfJ laollelielaB"tesDIl ·,'-.,:·:~:;t.1 I.ObelIal.a Hutesoll eleC or tn.eat of 'floatfor4 ··'::~iR BI1 tuoli dace! .-', ", .:':':1 Ian! Sept 26 le3~ lI"WllUu F NlohoUo.ll and .1.8.11 Nioholson h1l:. ·:,:,~;t(>! and X-ohl I.LaHute.ta 8 wUow, and 1ndvlY.and as un: artha,e.'~:--·'.;i ot 'frettor4 HUt_on deod bet lCdward P Thw1ag. n p torwn res 1',:,<':.':,·:1 8 n s :rebS 1939 t14 by .p' ' .. '. ! (FOR) . 'j ~.~ . 042292 I '7./"t . • lo ..... V t,..- " No 313373 LP Apr 2C, 39 ln tha Supdrior Court of kow Home Ow~ers Lo~n Corporat~ a orp Pltt va A Z Hageu 9~d Alic~ I Beg~Uthwt Derts Action to tol m.tge in prinsumot ,;',2509.79 with 1nt oosts, attys r~a vol 124S3 M~ 81, bx upoctlg re l:Iit in kow lot 1'7, !)lz a7, of ad 00 Map ot:~·il.UI8ll:' l'ark, vO'l 3 platspgs 40 and 41, rees Charles H Todd ml atty Attorneytor plaintiff 1410 Hog~ Bldg Seattle Wn +++ ~0:Pat~~_:9 '1100 '11. irs and $ll.st ~':~' c' 042293 Tim. Wagner Inv6stm,ent CompsI11', Ine.,:''-~·~' r-- to 0 E N'Usen ::''',:v .. t;5' J 'p 0Y8 and wars t~ sp tlg des re sit'., in kow: lot IS inblk 1 Wegener' sAddtotheos, c:,'''o.:)j:19P1atspg 1, reoe kow Sub to aneasem.nt tor water .• ila1n r".-~Ted in dd rec iD vol 1113 D p 148,reos k",r wh reds asr-ls; Grantors hin reserve and except ,fromth1a dd an easement or?:~1sllt of, way over sd lot to maintain a wahrmain . ill aorossthe',' .• 8::ae':now laid, and thetight togo upon ad '.i.ot~·_to.repa1r;:_reii~D.~b1rt=:~w':.r9J&6ve;8d-wat .. r ma1.'l at anitba ,IncWit::'Dh -.sdc,orp:has:7o'scrJ:tli'j:sinsttobeexE' byits proper Of:xr3311d its crpsl '1iobahruAto'~a:t%4: ' . (crpsl( . -··--;t Win •. :Wagner In·;".~stm.nt Cc.Inc. By 'Wm. WagILer President By Mlnn1e K Wagner Secretary . ':~~~:-.: .. ',.'. ' .. ~. \ . kowJ\pr,21~'391i13!Wm~Wagner endMinn1~ K Wag~er pres and sec10t ud. or;? ':' (orptl:rCY.!~~ ·R':J(~;~~ame:r 'np Wnres cts(NSDec 17 39) ml sp 90U loralan /' 1 ~8"~· /0, +++ ·D . A:Pr:2·6:~:3i:~!;.~;.j Apr. '. 21: "39:~~P!iuid :'OTC , tl.lrs' and $1. st Lew1,sC R.Y.U;;ti.Q~1l1e:E Ryan,husand wf ·toS:~:W<~_Bams81 of sw .. : .. ~~-.. .::.' .;.. ..:." ~51..-304229~./ \:::;J of LA Calf' rp cy and ~tp' sprl!; des ra sitinkow :.:: "'1 Traots 18,1~,:Bnd 20, --inS P Dixon's GreenLa.ke Aore 'rraots, % • accdg to rei,-:plilt illota Ilud kcw Sub toallt!az.·sand mWli;31p&l assmts,if any there maybe,all of wh he,s b._Ii asaWllsd bythesd'g'l'antee Lewis C R~an .sallie i .I!i Ryan Les Ang~1:aco Celf Apr 21 39b1 ~awis, C Ryann~d Sal11e E Ryan huaand w! bt Luther E Shuck np (NS) comex Apr 1 40 ml sp 855 = E 56 , D Apr 26 39 ~ ,+++ ~I ~ 3042295 ~ Moh :31 3~ ,$10. $1.1rs and~1.9t ~~ , ~te,~ The Gaturt-Sohwabaoher 1Jand Company a Wnorp l/?~/ ~.' t.o C' S Dainard _ .. ::/' tp oys and 'wars tosp1'lg ~es re sitinkcw: st of Nt ot swi-of SW~ orsee 29 tp 25 NR 5 SWIll, less the E 30 tt thor reserved to~ roadpurps and lasa 00 roads Tgw perpet,ual easement tor rOQdpurps onl O1"e= ~ 8:::1'056 and upon ad E30:rt .,,;. s\lb to'wate,i-""and ,water l'1ghts,1tany,and matters relating tlu'to Thi~ dd is'.;vniil1'ulmt ot oont bet parties hrtodtd .!>isy 10 32, and' conditioned for eyanoeotabv despty and covs or wart!h1n contained shallnot ;'·ppirtoanyt.1 tle, int , l1ens orlleno\lI:lbrances arising by, thru ~\ i. 1 ! . ~ ·f . ~ ,',1 . ~ 'I ! --. ~:;.,: -.-." or nM. or the purollr insd C ont aD<! shalinot 0 P01,,0 any c:;;:~~.s;;; .. or other oharges levied,assd or becoming dU$ ~!lbsaquent to the dt ot sd eoo1> In wit wh sd crphas o~d thisinst tobe exebyitsproper ofcrsand itsorp sltobehrunto atxd (o~psl) The Ga1zert-S ohwabaoher Land Com9any E-r ~rathan El.!kstein l)~esid.ent -;;;7 Frank Malloy Mst secy kow Apr 17 39by N Eok3tsinandFrank Mallo~y preSandastsecyc~ sd orp(ot)bt Eierbert ~ Dobb np resat'sw(NSsept 1743) JIll Mrs C S D.;J.1nar~ r .1 b:t l49A Renton +++ D At>r 25 39 Apr-15 39 oon hiat sta·ted "aJ.ter M Greer (if kow to Cynthia A Greer, wf of rp ot apia tp torendin con of L&.A. wh tp he s and bears unto spq , asalso t or the better maintenance,sup~ort,proteotlon and 11~e11hood of sp,does by thess',presents giv8,grant,alienandoonf1rm untosp he allthe tlg des · pJlroels 'ot"land sltlnkow . . . -~ " . ~ . · . lot . 231,:blk 21 Map OfGilma.ur:;~~ \o! · Also,. ot 3,blk e9, MapotGi ark 7l to hv and. to hold sdprems untosp he as her sole and sep pty ,,~) Walter M Greer i koqAprlS' 39 by Walter M Greer bt T C Ti~·leman np Wnres a~{NS j · ~ '26 40?':ml sp 2050 Vi .~I31.st . ~._.} . +++ __ , ,1 29 -fli3'" ·1 M~r. 253~ . J.!:::;:; ~ 304 299@;" .. Aug.~31':38·.;2500 '=----::-'..::1 'Haller C Oampbell and Muriel Campbell hwt _____ '''},AY'2." . to HallsI' C Campbell,Belle CamPbell,9Jld ~JL~hmaIl, fp g b S 0 0 to sp he the 1'1g des ld inkow: ~ If lcl" 17,18,19,29,30~"'5i and 32, Lake Forest par~ tsp $2500 with int thon 5%pa ned Haller C Campbell Muriel Call1pbell kow Aug 31 38 t;q Hal.ler C Campbell a!:jMur1el Campbell hwf bf Muriel G Kelly np Wnresats(NS Sept 2 41} mlBaller C Campbell P 0 Bx 1885 :3ity ~ +++ ~ CS Apr 25 39 (ree and Ud) ~ 3042297 Apr 12 39 ~ 1575791 Marshall Field & Co. Frederic~ & Nelso~ Division to Mrs Virginia W Fields, IH'J3 ,,~ ... "'t ~ tp has sold to sp and installing One Wl1liams-Oil-0-MBtio o11bunner and tank ato. tor ~891.72 on lot 13,n1k 1, V1ew Lands 2nd Add to kow dno +++ ... ;~ ... ~ 1'", ...... ~.:. 1-;-01 ': Statutory Warranty Deerl r ... and iD CIlDSideratiOll of IDve 'Snd .itteotion iD bud paid, oonvey. and .. arranl; '0 the flllltnriac described r..J estaU, situated in tbe County of D.Ilg , SI.'t 01 WasbiDpaa: ~ ]I. ~ ft. at the .. 't ~. t Leu the t~. ~ .?t. ot ~ht:' 1. 3O!"t. :!"rm!"i;~ge .,! !~ .w# .aid propeny W be held by Gl.-antor tor tut"" rosd purpo8es. 10:_ '';' .. -. -. "'-_ .... --.; ........ .10 .... &0 ... '''':& ---- ~cr1~a4 pr:!pe1'tyl 'lhe No. 1/2 or the No. 1/2 or the So. 'I. 1/4 or the S=:. :r. 1/4 IlL. 1n Seat' 'In 211, 'DnIIIl!lhip 23 No •• 5 last 1I.Jl. ,1961 ST.~TE OF \\,ASP.I'IGTO~, County 01 n <l8 tD me lr.uuWrt lU l,e Llc individual" dcIcribed !n and ,,110 e!t«uted the within and rD~ip-l ill~rummt. ,md acknowledged I hal they .igneo! I be same as their . I~ and voluntary lid and ct.d, lor tbe \Lv.s and pun· ... ~' t~n n,encioned. r.IVEN uod .... my baud and u."!icial ....Ilbla 18th I I i ! i I , I I , I'; , i j r .,~.~ '-. "'." t-:~· .. · " .. ~~.~-.-.. .:~. ":. -=-;;,. .. " ........ It. /;;-- I i \ ! '. h.l:-_". __ !lICCe!SOrB and 1IMI£tiII, the right, prtriIege and aut.horlty to construct, Improve, repair and maintain __ ~~ _____________________________ -------------___ .. __ .. --_ ...... -__ . _____ .. _______ _ ac:rDIIII, over IIIId ullWl tbe rullowiD&' JaDd. located 1:L-~~..-o;f_------.-________ COunty. sta~ f)f W&lllJDgtoD, to-wtt: (,' . Jk E"ad .1<I!«..c '! dPr tP~rc:.... f'Zk-~rra: ~~ '(~ ~ Z~,-~ ..... '. 1fi<.....I,.;or...o{ IV.-r ;f(uZ;G.-~ A~ ~~ ~4~-:"'Y'" .;J. J J,?##C.,l<-~ &.N-',/'1 ~ if~-a ! C'~.,..,-,;fn.{ PJ' C,:-"fi~~{.,~4·7b,£ The Grantor_?~_ IIbalJ malIe no use of the land occupied by sa1d... _____ .. _____________ . ______ _ exeept ror-71J..~.a-L~~:------------------------.. -.. --. ----.. ------- In exercIIIDg the ~ herein granted. me urantee_ -. -iu.;~ -aw::..~r;: :u;;! ..... Z". may l'!"'" and rep8IIII over aatd-~T---------.. ---------------.. ----------------------------- may cut aDd remove bnUb, tzftta and other obat.ructIons which in the op!nIDn of the Grantee.. ___ in- # • -\eden w1th-/-~r_-~-C~lC ...... ----" -..... -.. --------. .. ...... ---...... --------------'- The _ts herein contalned ahaIl run with the Jand and ale bIDdIng upon all ~t owners theJ:eof. 'l11e center line of sal:I ___________________ ---. _ .. ".-----.. --__ -mali be pamIlel with, aJId not more than -.... land, . .-____ feet dI.stant on either aide frum. a priDclpal cemer line acroallald ". I r .. -'\ .:: r . .' ~ ,l'! -. ~ j. :·t.i4~~~~ r ~I --- In Wltn_ Wbereot, The Did Grantor..:.. __ hate.... executed this Instnunentthe. _!LtI.t.. .. ___ _ /) day ot. ..... L:Ii2'/.:.J_--:: _______ . _______ 19ki __ . _,.:(~~_~~~!-;;!-.. I-~e~-.~/<--. _______ _ .' I ftII ...................................... ...., ......... ~~ ..... ...... ....... ~ .... CI ......... C--..u~ ... :L. .-.. ; !'';.~. J aCi 1818 :t· . , . I. ~~ VDL4830 ~ 20 ~<~ . -607.3887 o ~ !M ~ ~ t\rf '«~~~:£ ~/NIt{;;; hr,-.~·U ill -aduaiIiD-or _ . } aD sere F'Ul't 'CO VAS81iiI1'OI ~ GAS caII!UI!', • pa1»l1c ut1l1t7 corporaUGIl, u U88II8Dt fbr .... pipel1De 01' plpel1De. wader, over UI4 &C1'O •• the tol.l.oW1Ds IIIIIIC1'1be4 pzooperv or tile Qraa~ to-v1t: The north \ of the north~of the SW \ of the SW \ leSB the Bouth 80 feet of the north 110 feet of the weat 120 feet-of the east ISO feet, less County road. And the east 30 fees of the Bouth \ of the north \ of the Slit of the SW ~. or 5~.~,' oJ -i-I' ... 1 "'. ~ ~ e ~ "1 The easement to be over the east 10 feet of the north 332.68 feet and the east 30 feet of the south 332.67 feet lces County road of the above de5~ri~d ~ruperty. &1n.ac UI4 pwDt1Ds 'CO ea14 ~ aw:h acce •• riPte .. -.y be -.AZ7 tor the 1Detal..1at1oa, openUOD UI4 ..tzlteDllDce ot suell pipeUDe or UDe.; .... b7 tile uceptace of 1:111. ea. nt, 1fIub1.II8toD Jratural OU ~ qreea to iIl-nau.. operate UI4 .alDtaiD enc!a pia-11M or liM. v1t1l the leut po.a1bl8 1DcoDftn1ace 'CO tile Gratoi' --1 UI4 apq. to 11014 the Qraator _1Iamle .. trca Uf!I lDU, coat 01' ~ nnlt1q trca the 1Dat&ll.aUcm, opent1on or ~ or 8IICb pipel.1u or l.1Des •. Il!AS ~ 1Wii1iiii'UlI ) CClUlIft' ~ ) Ql 1:111 • ..J1.. _ of Ihu.L 19 !dr:.... before -, tile" ~ • 1Iotar7 fla1ll1c, dI&l7 ~.a10ae4 a:04 nom, peracmal.l,y appearecl apne J !lI"AA~&C z; ttAJetie £ 1J..,e~~J to _ IIIInIl 'CO tile 1Dd1 'I1dDal. 4eacr1be4 111 UI4 who uecutecl t!Je vi tII1D UI4 ~ 1,UtNaut, UI4 actaOVi'e.s 11&14 1DatnmIeDt 'CO be t6 COt 5. tree UI4 ~l.aIltarT act UI4 cI8e4 to1' tbe _II UI4 purp:.se. tbere1D _UOIIe4. m Vl'r1II8S WBIlImJ', I !aft ~Z'81IDto a1pri Jtq _ SD4 afi'1lced .., ilDtar1al aeai. the _ UI4 ,..r in tII1s cert1t1cate t1rst.aboVe vr1tteD. • Qfu~ IASDIIII'l' J'OR GAS I.IlII CROSSDIO PRIV'NrB PftOlIBRlI 1125-3A ------------------~~----------------------------~~; ~ " ; -/ lOI!IT A. MCIIIIS, CoaIIr Iw4ItII I . . . ~;.' . ,. • aJ (\J n o N o ~ r- " . Cd20 c ..... RAKIIart -..-.r"" 23386 KNOW ALl. MEN BY THESE ~RESENTS: F.,. GOOD AND tlAUlAaU c:oN.'HItATlON. "'1Ie1EJ" WMaCCp' 1. HEIIc.y AClCNOWL.EDGItD. TN .. UNOa.IOHItft "naT GllAfifft .. NltPCTUAL U .... DfT TO ~AC."C NOIITHWDT aa..L '1'WLCPNONC C'.)II~ANY. A WAaHlNGT"ON COlt .. JIIOltATION. ITC euCCa.o.. AND ..... ,0 .... \!"'"' TNC AID~T TO PLACe. CONe't'WUCT. OPatAft AND ...... NTA .... IN8PtC'T • • m=oHSTRUCT.. .&PA... .~ AND .... C~L~~·~·~ ______ ~ __ "~~ __ ~ ______________________________ __ undergrour4 CO!!I!!Wlication lines _________________________________ ,WI'nI w..... CAeua.. "XTU.a AND A~IIT'DIANC" ATTACHaD TNua,:ra .. U TNE OliANTeE .. AY "'0" TIMe TO '"Me IICQUlaE. UllOM. ACJIOtJL OVD AND/OII UNDa TNe POLLOWINCI DDCJttallD ~~ .,TVAno '" lUng COUNTY •• TATe 01' Washington The Ncrth ell) t.en (IC) teet. at the North halt .,t the North Hall' ot the Southwest. Quarter of the Southwest Quarter (N~ -N~ -swe -Slit), Section 29, Township Z3 North, kange 5 East, W.K., IC1ng County, State pC Washington. DEC 2 3 1975 OFFICE OF T':£ C~~Ii'lRO~LEII. !\In •• .,t .............. I:.ton By ___ ._ .................... 0I1IUIY GIIAJIII'\"B ."ALI. ... T ALL TI ........ "e ""e • .....,. _ PULA. AND ., ...... INCl .... 'I'Q AND ._C_ "'OM .... ID ~..,.." ro. ALL flU ...... t ......... ...,.... ......... '"' .DIO¥. AT ,...,. Tille. AlII" 0IIII ALL. CW' THsL.. __________________ _ und.rgrqgnd cg;munlc~a~t~i~ond4~l~1n~e~s~ ______________________ __ ANaleA Wt .... CA ...... "..ru_ AND APPUIITOIANCU "'OM "MC .A'D ~.,. WrTN TN_ UNDa.TANDtHQ TMAT •• AfrIT'CC aMALL ec .~ POll AU. u_ac ..... ." DAW""" fT CAuea O_AN'fOa ." TNe UIIl.C'.1Il 0" TWC "t • ..,.. AND MI ........ MU .... CII'IAHTaJ. TNe .... W'f'L eoMomOld AND PttOVI • ..,.. 011' ,.,tI. RAIIP&NT eMAu. 'NU •• TO THill .DfU'tT or AND .C .'ND. .... uPON TNe Mill'''. Ua:&n"OIIe. ADII .... .,...TOIta. euCCC8tlO •• AND A ........ 0" TH_ .... CTIV. It • ." .. M ..... TO. ,.. .,,.,.c.. • .... aw "'P-UNODe.GNCO MA. :1/ ~ DAY 01' -----Z1~-!fs.L~:L------------ W,TNa.: NOTARY ~.~IC IN AND "OR THE eTATE 0,.. -"'~;qi2<o!lr!.4t.Io.I::a.:.u;!..6.l. "D'D.NG AT _~c..e?~,~_ .... == ..... ",:..... ___ _ \ f i j i . i J , . t ! ! , • • ... _$"" ~.." .• ',.~ ,.y~ ... , .. ". -: "'.... ,. .'. ~ . . . . '10 .. .. :1 •.... : . "1 I ! o q o co ~ ~i ~! -«»1 t-.:~ 4It' ~. o o o .sit ..... u ii: U -:: IL >-% <: a.. :::E o c..,;) ,., ,.: . • L· i. 1-· '. 876 JAr. 2 Nd 8 3", DlRECTC.'l RECORDS -& ELEe';: i;~, KING CCUNTY. w ... ~ ,. .... . ~:. '~-'-' ----./y -:r-~-,-' " , ':. ...... , • -'.~<' .,. • PLEAS[ RETURN 10: " 0' J! He:;trest ot CASCADE SEWER DISTRICT 10828 S.t. 186th RENiON, WJI 98055 C.\SCAi>E SEW'ZR DIST,UCT ltING C''1t;~:'I'Y. Wl'.SHING'l'uN 91/0'5/05 J:'ECO F :tESOLt,--:-:\JN ::0. l.:a( C~SHSL A ~SC~U~ION of the Board of COMmiscioners of Cascade Sewer District. King County. Washington. ~qtablishinq latecomers costs due Cascade Sewer District on Contract 1-80. 4.00) WHEREAS. the District has heretofore instl!lled. at its sole expense. a sewer transmission line commonly reforred to as Contract 1-80; ~nd w~ER&AS, sa.d sewar transQission line will provide benefits and services to the property described in Exhibit "A" attached hereto, which is made a part hereof by roferenc~ thereto: and 22 WHEREAS, it is the roliey of Casc~de Sewer Distric~ to require reimbursement for any lines built by the district and/or by an individual when .aid line provides benefit and service to adjacent property; and WHElU:AS. the District Enqineer has cogputed the properties benefited and the values of said benefit as applied to said--properties. NOW, THEREFORE. BE 1'1' nESOLV-~ by the Board of Commissioners of Cascade Sewer District. Kinq County, Washinqton. as follows: SECTION 1: That a lateco=ers rate is hereby established whereby the property described in Exhibit "A" vill be and is required to pay $40.268 per front foot, vi~~ a stub service latecomers charge of $275.00. S;:C'l'ION 2: That nQ...l!,e£viee shall be provided to anl' of the property d~.cribed in Exhibit NA" prior ~o ~,e person applying for service and payinq the district the above establiShed charges for all property held by the applicant which lies within Exhibit "A". ADOPTED by the Board of Commissioners of Cascade Sewer Ois~ric~. King County, Washington. ~t a regular open public meeting thereof ~n ~he 19th day of February, RESOLUTION NO. 1484 SUBJECT: Eotablishing Latecomers Charges Contract 1/80 PACE ONE OF ONE --------_. -..,....--, . ....... 1-,._.1 19~1.~~;t: SAM PAFFILE. 'Wes.dent BEN/~~C~ry JO . ... .. ", ". . . - .... , ,r~ -I... ' .. CA:lCADE S£Io"ER DIS':lUcr ~teca.,.r'" Lega!. o...lI:ri;>t 10" That portion of t~e South half of the Southwes: quarter of the Southwest quarter of Section 29. Township 23 NCrth. Range 5 East. V.M •• lying 150 feet South~~sterly of and adjacent to the Southeasterly and·Easterly. margin of 103rd ?lace S.E. (I.e.Carr SDad Revision ~~ J); AND That !>ortion of the South halt of the ~nh half ant the Sorth half of the South half of to'>e s..uthwest c;WU'ter of the Southwest c;uarter of Section 29. Townshil> 23 North. ~nge S East. \I.M. lyhg 150 feet Northerly and Westerly of and adjacent to the NOrtherly and Westerly margin of l03rd Place S.E. (I.e.Carr Road Reviaion No.3): LESS the Eaat 30 feet thereof; Alm That portion ot the !a.t hal! ot the NOrthwa.t quarter of the Northw.st quarter of Section 32. Town.lli!> :3 North. bnga S East, IoI.M. lying UO feet Eascerly of and adjacent eo tb. Eaacer!y margin ~! lCJrd ~l_ca s.=. (:.c. Carr 1Ioad. Revision No.3) and Sortherly of Carr Road; ANI) That portion of the South bal.f of the Northeast quarter of the Northwest . qilarter of the Northwest quart= and the ~rth half of ehe Southeast quareer of the Northwest quarter of· the Xonhvest c;uar~er of Sec:eion.32. Townsbip 23 North. ltaDga S East,W.K. ·1y1D& lSO feet Westerly of and adjacene to ehe Vest margiD ot lOJrdl'laca S.E •. (I.e.C:&rr Road ReviSion 110. 3) and ISO feet Northerly ·of aud. adjacmu: to the Northerly margin of Can-1Ioad.; AIm That portion of ehe Southveat quarter of the SOrth .... st quarter of the North- west ·quarter of Section 32; TovaslUp 23 North. Range S East, 1l.M; ly1ng 150 feat Northerly of and adjacent to the Northerly =argiD of Ca= lIoad; t.ESS thA liest 100 feet. ' .. ,t - ·,.'i: . , ' .. :. " -:,1. ~':, . ;" ~. I: . , i: .. ~.. I I I I' :i ._.,.., '-T"-"":'" ..• , ----. ;0 .... .. i.:, I .;' , -i .:, ;.~ > .. ,' . .-' .. !'., .1 :' . ·IIIIIIIIIIIIII~I • 20000710000933 RETURN ADDRESS: &YIIIGIIIIIN TETL MAZ 13 II S1BLING SAVINGS IWIJ( DOC PREPlSEAVlCE CEJITER 11141 P 0 BOXZ1~ SPOXANE. WI!. 1IZ10 PAGE III OF en G'7ltllzeH'34S ICIIIG CIUITY, lolA HAZARDOUS SUBSTANCES CERTIFICATE AND INDEMNITY Reference' (If appllC8ble) 9Q..~2 Grantor(8) 1 BUTTAR, DR BAUINDER S 2 BUTTAR, RASH PAL K Grantee(s)lAsslgneeJBenef1crcuy STERUNG SAVINGS BANK, BenefJCI8ty .... EVERGREEN TITLE COMPANY, UNIT 5, Trustee Legal DescnptJOn. SEC 29, TWN 23N, RSE, PTN SW 1/4 OF SW 1/4 Assessor's Tax ParceilDl 292305-9039-()1 AdddlOf'lai on page __ Addltlonal on page 2 THIS HAZARDOUS SUBSTANCES CERTlFICATE AND INDEMNITY AGREEMENT DATED JULy 7, 2000, IS MADE BY DR BALJlNDER S BtlTTAR and RAsHPAL K SUlTAH, nn.e VESTED AS BALJINDER S. BUlTAR AND RASHPAL K. BUlTAR, HUSBAND AND WIFE (referred to beloW .. -Borrower"), and STERLING SAVINGS BANK (refemId to below .. "Lender"). 07-m-2OOttAZARDOUS SUBSTANCES CERTIFICATE AND INDEMNITY Page 2 Loan No 90-224966-2 (Continued) For good end valuable consideration and to induce Lender to make a Loan to Borrower, each party executing thIS Agreement hereby i'epresenta and agrees with Lender .. fallowa: DEJ'lNmONS TIle laIIOWIng wards sI'IaJI hIM! the rotIowtng IM8I1IIIIIS WIlen used In tills Agraarnanl All r8f8r1Incas to daiIar alllOllnlS shall maan amoulllS In IaWIut money 01 the UI1II8d SIa1as 01 Amanca Agrwment The ward "iI(jrwmen!" means thIS HazartIous SWsIaneas CeI1dicaIe and IncI8ml'lly Agrearnanl, as tras Hlmlrdous Subslances CaI1Ibcata and Indemmty AgraImanI may be modIIIed from bma to lima, tagatI& willi at 8IIhIbds and schedulas aIIacIIad to thIS Hazardous SuOslances CartIfIcaIe and Indemnity Agreement __ TIle word 'lIonowr' rrans IndMdually and coIacIMIIy DR BALJtNDER S BUTTARand RASHPAL K BUTTAR l!n,bOiWIeI.1BI LaIQ TIle woras ~MI8nta1 Laws" IIIIIIIn any and all state. IIIda'al and local SIBIUIas, raguIaIIons and crdinanC8S raIalIng to the prota:Iion 01 human heIIlIh or the 8I1WlIIIIIi8nI. II1CIudlng WIIIiouIIuniIIIIion the CompnIhensNe Enwonrnenlal Response, Cornpensabon, and lJabdlty Ad 01 1980, as amendlld, 42 USC SacIion 9601, at seq ("CERQ.A" the Superfund AmendmenlS and Reautlionzallon Ad 011986, Pub L No 99-499 ("SARA" the H8ZIIrcIous MaI8naI!I T/IIIISIIor1alion Act, 49 USC Saction 1801, at seq , the Resource eo-vuon and RIIccMIrY Ad, 42 USC SacIion 8901, at seq , and oIIiar applicable staIB or I8dInI taws. ruIII. or ~ adopI8c:t puISU8nI to any of the foragomg HImnIoua SUlIIItInce The words 'Hazardous SUbslliI1C8" ara used In II18Ir ....., bn:IIIdesI _ and ndar to maIInaIs IIiaI, becIIUSII 01 tI1.-quanIdy, concentrabon or pl\ySIC8J chemICal or Infactious cIt8ract8nsIics, may causa or pose a ~ at potanlial hazard to human h8aIIII or the 8IMronment wilen II1flIrOIIIIIIY US8II, traaI8d. sIInd, ciIpOS8d at,~, manuractured, banspotI8d or'otItawise tIandIad '1-Iazardous Subslenc8s" IfICIud8 WiIIIout IimIIiIbon any and an hamrdous at IoIIC substancea, maI8naII or __ as· defined by or bsI8cI unda' the Emmonmental laWS "Hamrdous SubsIancas" also II1dud8S. wdtIout bmitIIlIon. petroleum and paIroIeum ~ at any fnICbon thInOf and asbestos lAndu TIle word '1.8nda'" IIIMI1S sfERuNG SAVINGS 8AN(, lis SUCC8SSOf!I and assagllS Lun The word '\.olIn" at ~ .-and IncIudIIs WiIhouI hniII8IIon any and all COIiIIIIIRIIII loans and Manaal accommocllllHlnS from Landa" to Bonowar, whetl18r now or hanIaftIIr IIXiSIIng, and h_ IMd8rtcad. IIICIudmg WiIIIout hrrtttUon lhasa loans and Itnancl8l accommodabons d8scnbecl henIIn or descnII8d on any BXItIbiI or SCltedule attached to this AgnI8mant from bme to tune Occupant TIle word "Occupant" _ IndMGUIIJIy and coIIIIctM!Iy all persons at enblias occupymg at ubIIZIng the PnIpaty, wIIeIh8r as _. tanant. oparaIor or other occupenI I'nIperty TIle ward "Proper1y" ~ the IoIIowmg dllSCl1bac:t raal property. and all .mprowmants tltaraon localad In KING County, tI!8 SIBle 01 Weshmgton THE NORTH 'HALF OF THE NORTH HALF OF THE SOUIMWEST QUARTER OF THE SOUTHWEST QUARTER, LESS THE SOUTH 10 FEET OF THE NORnt 11D FEEt' OF THE WEST 120 FEET OF THE EAST 1ID FEET 1'HEREDF AND THE EAST 311 FEEt' OF THE sount IW.F OF ntE NOA1M HALF OF THE sountWEST QUARTI!R OF Ttl! SCUTHWEST QUIATEA ALL .. SECTION 21, TOWIISHJP 23 NORTH, RANGE 5 EAST, W. KING COUIflY, WASHINGTON LESS COUNTY ROADS The Real Pnlperty or lis IIddrMs IS commonty known as 3521 CEDAR AVE S. RENTON, WA 98055. The RaIIII'nlperty lax IdIiillrtleilllw number IS ~ HEPRESENTAnONS Tba following rupnI!i/II1IatI ara made to Landar, subJIICI to dtscIOSUAIS mads and accepI8d by Lander In wrmng u.. or I'nII*tJ Allar due Incpgy and IIMISItgabon, Barrower has no kn0wtedg8. or raason 10 beIIIMI, IItat thin has be8ri any use. gaaabon. menuIactur8. starage. rr.tmBnI, refinement, transporIation. dIspOSal, 11IIaa58, at tIir8aIIIned raIaesa of any Ha2anIous SubsIanC8 by any P_ on, under. or atloutlhe ProPerlY ,--. SUIIiItanIIea Allar due InqUIIY and 1IMISIIgabon, Borrowar has no knawledge, or I88SOII to baItIMI, thai the PropIny, ~ and wnaIIier owned by pr8IIIOU8 Occupants, has evar contamed asiI8sIos. PCB or oilier HImudous Sullslancas. wIieIIIar used In conPucbOn or 5Ior8d on the Pnlparty No NoIICea. B_ has __ no summons, cdaIton, dIra:INe, IaItIIr or 0IItar commumcatron. wnIIIIn at cnt. fr9m any agency at department 01 any county or sIaI8 or the U S Govammanl collCllrT1Ul9 any Intanbonal or unmIsnllonal acIIon at 0RiISSi0n on. under. or about the Properly wIIICI'i has rasulIed In the 19IaasIn\l, spdlng, IeaIang, pumpmg, pounng, emdlmg, amptymg or dumpmg of Hazardous Subslances Into any wabn or onto any lands 01 whS8 damage may heW! resuJtecI to the lands, watars. IisIi, sI\!I!!'!", Wildlife, biota. aD' or oIhar neIunIl _ AFFIRMATIVE CDVENAIITS Sub]8CI to I2ISdOSIII85 made and, accepted by Lender .n wnbng, Bonoww hereby covanants WIlt! Lender as rollows Uae or Pruperty Borroww Will not US8 and eWes not Inland to use the Property to generate. manutacture. raIme. transport. !rail, sIonJ, handle or diSposII of any Hazardous SubsIancas CDnIpII8nce willi EnvInInmentll LaIQ Borrowar shall cause the Property and the operallons conductIKIllaeon to compty with all Enwnnmanllll Laws and orden at any govwnmenlal aullionlles haVing lunsdicIIon under any EnWonmenIaI Laws and shall abram. keep In eIfacI and comply WIllI all gOY8l'liln8fi1al pamols and aulhonzallonS reqUll1ld by Enwonmental Laws willi respect to such Property or OJ)8i1IIIDns Borrowar shell /umIsII I.andar WIth copas·of au sueh parmds and IIUIItonzabons and any amendments or renewals thereof and shall nobly I..ancs. at any 8lIIIIfIIbon or revocafton 01 such permds or aulltonzebans PnltenIJYe, liMlllllgaIory end RemedIIII Action Borrowar s/IaD 8lIBrCIS8 axIr8m8 care In handbng Hazardous SUbSIaIIces II Bonowar uses at enccuntars any Borrowar. at Borrower's expanse. 511l1li und8r1ake any and II prevanlMl, III\I8SIIgaIOry or /1Im8dI8I acIIon (Including emergency response, removal. conbunment am:I oilier remedial don) la) reqwred by any appltcable Emmonmental Laws or onSars by any gOll8i11manta1 aulIionIy IilMng jur1sdIcIIon under 5nwonmentaJ Laws. or (b) '-SIllY to pment or ITII/IiITIiZ8 ~ dama;e lillduding damage 10 Occupenfs own praperty). parsori8IlnJU'Y or darTIalIB to the 81M1'onmant, or the tIII8at of eny sucIi danIa;8 or IRJWY, by reIeasBII 01 at exposure to HalardoUB Substances In connedlon willi the Property or opendIons 01 any Occupant on lite Property In lhe -r Borrower falls to perform any 01 Borrower'S obIIQaIICInS una. tras SIICIton of the Agreement. Lander may (but shall not bereqwred to) perform such obhgellollS at Bonowar's 8IP8IiS8 AI such cosIs and aq;MIIIS8S Incurred by LandiIr under tras secIIOn and otherwtsa Under lilts AgrBenaIt shall be <8iIIIburs8d by Borrower to Lender upon demand WIth Intarast at tIi8 Loan default rate, at In the absanc& of a deIauIt raJa, at the Loan Intarast rata Lender and Bona-Inland thaI Lander shall 111M! IuD __ to B_ for any sum at any o7~-2OOIHAZARDOUS SUBSTANCES CERTIFICATE AND INDEMNITY Page 3 Loan No 90-22496~2 (ConUnued) arne dUll to LanClw undar tIllS Agraemant In parfanmng any such aIIbgallans at Bo_. Lender shall al aD Umas be deemed to be the agent of Borrower and shill nat by reason of SUCh perfarmanca be deemed to be assurnng any rapOnsabdlly of BOITOWII' under any ElMI'onmantal Law or to any third party Borrower hereby IIT9VOC8bIy appOInts Lender as Borrower's allamay-<rHact wrtII lull power 10 parform such of Borrower's cbIIgaIIons unClar tillS sec:!Ion 01 Ina Agr8amBnI as LanClw deems necassatY and appropnale NoIICea Barrowar shall ImmacIIaIIIIy noItfy LendW upon ba:Crmng awata 0' any 0' Ina IoBoWmg (a) Any spdt. raIaaS8 or disposal of a Hazardous Substance on any 01 the Proper1y, or 11'1 conMClton wtl/'t any of tIS 0\l8I1lII0I1S If SUCh spdI, _ or cllSposal mUSl be reported to any g~ autllonty unclIr 811Pbcab1a Enwonrnanlal Laws (b) Any canlamlnallan. or tmmII'1anllhreal at con1ammallon. of tha Properly by Hazardous Substancas. or any \/IOlaoon 01 EIMI'CIUTIII1IIa lJIws In connacllan wtllllIIa Property operabans conduclad on the Property (e) Any on1ar. noItca of vtOIaIton, hna or p-"y 01 ather SlIIIIfat actton by any gD'*llmantaf aulllanly ralattng to Ham'tlous SutIs/anCIIS or Enwonmental Laws and the Property or tile operallons conduclad on tile Proparty (d) Any JudIaaI or II/lIIIIJIIStnI tml8SDgallan 01 proceadtng relaltng to Hazardous SubsIances or Envtronmanlllf Laws and 10 tile Property or tile aperaIIons conduclad on the Propllrly (a) Any mallars rataIIng to Hazardous SubsIancas or Enwonmantal Laws thai would gMt a .-anabJy prudent Lander causa to be concarned IttaI the V1iIue 01 Lander's sacunty tn1antst In Ina Prcper1y may be radUcad 01 tIIr8aI8nad or thai may 1_. or IIII.tan to 1IIIpIIII', B~ abdtIy to parfann any of tIS obIIgattons under Ih1s ~ wilen such perfarmanca IS due AI:cIeu Do AeconIa. Borrower shaI daiNar to Lendal', at Landar's request. COPI8S at any and an documents In Barrawar's pOS$IISSIOI1 or to wtncII II has 8CDIIII8 r1IIaImg Do HaDn:Ious Subslancas or EtMrorunenIaJ Laws and Ina Property lind ilia aparaItons conduclad on the Propaty, Includtng Wllltout hmIIIIl10n I1ISUIIs of laboratory analyses. SJIa BSlBum'l1l5 or sIudtas, 4WIWIIIIII18nIa audd rapoI1s lind allier consultants' studtas and reports InIIpectIon8 Lander _ lite 119M to InspecIlInd ImesIIgate lhe Property and oparallans IIIanIon at any tuna and from tuna to lima, and BOrrowa' Shall cooperaIII lully wtIh LanClw In such Inspactron and I~attons II Lender at any bma has .-to bIIItIMo thai B~ or any Occupants of ilia Property UII not camplytng wdII aD appItcabIa EnwonmanIIIf Laws or wdh tile raQUII8IIlIInlS of Ih1s Agraamant or IIlaI a rna"" SDIII. release or dtsposal of ~ SubsIanaas has ac:curred on or undw Iha Property. Lander may requtr'8 Borroww 10 IumIsh Lander at Borroww's 8lIp8tIa an _nmantal audtt or a SIIa IISSIISSIII8f\l wtI/'t raspacl to the maIIars of concern to Lenda' Such audit or _I shall be performed by a quallfted cansutlanl approved by LandIIr Any Il1SIIacIIons or lasts made by Lendar sIIaJt be far Lendar's PIJll)DS8ll only and shall not be construed to cnaata any rasponstbtllly or Itabdtty an Iha part 01 Landar Do eon-or to any ather ptII80n BORROWER'S WAIVER AIID llIDEJINIFlCATlON B_ hanaby tndammflas and halds harmIass Lander and Landar's aIIIcaIa, dInIcIOIs, ~ and agants, and Lendar's $UCCIISSOIS and 8SSIgn5 and II.-afIIcars. dIIacIors, ~ and 8gIInIs 8l1111nst any and all claims darnanda. 1-. ItabllllI8s. costs and expanses (tnCludtng wdhout bndIIIIan a1IDrnIIys' faas at InIII and on any appeal or paIdIon Ior~) Incunad by such persan (a) ansmg aut of at IIIIUng to anylrnallgalary or tIII'nIIIRI actton IlMIMngtlle Praparty, lhe oparaItons canducflld on tha Property or any au. opIftIIon$ of ~ or any Occupant and raqUInId by Enwonmanllll Laws or by orders 01 any ijOWIlU ••• 1&I auIhanIy IiaWIQ fUIISdICIion und8r any enwonmantat Laws. 01 (b) on account of '"JUlY to any II8ISOII ~ or damIIgIt to any ~ ansmg aut at, In connacIIan WIlli, or In any way rataIIng to (I) the bIea:h of any cavanant canIIIInad In this ~ (II) the WlIatIan 01 any EnwanmanIaI Laws. (m) the usa. Ir8tIImant. storaaa. ga-uan, mantJIac:IIn. transpart. rataaa. spill CllSposat or ather handling of Hazardous SubsIancaS on lite Praparty. (IV) the COIlllunulllllClh at any of the Property by HamrdDuS SubsIancas by any maans wlialsGlWW (IndUdlllll WIthauIItmdaDan any ~ 8IIIIIIrtg c:anlamlnIIIan 0I1he PraparIy), at (v) any costs Incurred by Landar punnant to IIIiII ~ . In addIIian to Ilia IndaIrnIy, Bonwwlieraby r8IIIaS8S and WIIMIS aD p~ lind fuIura CIIIms aguISt Lander lor II'idammty 01' contnbldaii II'1Itia -' B_ bacomas ItablllIor cleanup or oIIiar costs under any E_ Laws PAYIIEJIT' Fl.U. RECOURSE TO BORROWER lander and Barrowar Intend that lander shaD haw lui racoursa to a-far Borraww's obIigalIans haraunder as theY bacama dua to Lander undllr !Ins AQraamanI SucIi IIabIfdIas. '-. cIanns. ttamages and tDq:I8i8e shaD be ramlluisabla to LancIar as Lsndar's abligaIions 10 make payments _ raspact IharaIa a .. II'1CU1f8d. WtIhauI any raqunmant of \08Jbng far the ullimale ou1Icome of art( It!igaIIon. cIatm or oilier pnx:aadtng, and Batraww shaD pay such babdtly, 1_, ctatms. damages and acpansas to Lender as so Ii1CUmId wtIInn thtr1y (30) days IIfIar wnII8n nofIC8 tram Lender Lendar's nattca shall conl8ln a bnaf tI8rmzaIIan of the amounts Incumad to the date of such naIIDII In addition to any ramacIY 8V111abta lor !altura 10 pay penodiCaIIy such amounts. such amounts shatllhanlallar bear Interast at the Loan dafaull raIa, or m the absanca of a daIauIIl1II1a. at ilia Loan mtarast rats SURVJYAL The CDVaISIIIS conIIIinad In lhis Agraem8nt SIiaII SUMW (a) the rapaymant of the Loan, (II) any Iaradcsura. ~ JUdictal or nonJudtctaI. of the Property, and (c) any daiNary of 8 daad In heu of fonicIosura to Lendar or any succassor at lander The covenants contamad In this AQraamanl Shall be for tha Danaltt at l.imd8r and any SUCC8SSGT to Landar. as holder of any secunty Intaraslln the Property or thelndebtednass secured thereby, or as own.-at lila Propeny lotIowtng laracIOsura or II'te delM!ry of a deed In Iteu of fonicIosura .~ STATUfE Of FRAUDS Dlsa.osuu: ORAL AGREEMENTS OR ORAL COMMITMENTS TO LOAN MONE'!: EXTEND CREDIT, OR TO FORBEAR FROM ENFORCING REPAYMENT OF A DEBT ARE NuT ENFORCEABlE UNDER WASHINGTON STATE LAW. . MISCEI.UNEDUS PfIOVlSlOllS The IDItawing l1IISCBIanaous pnMSlOIIS are a part at this Agraemant AppIIcaIIIe Law. T1tIa ~ ,.. bien deIIver8cI Do Lender IIId accepted by lender In \lie SIIIe of WalllngICIn TlIIa AgIMment a/iatI be governed by 8l1li cona1rUed In accard8nce willi lite 1_5 of Ihe Slate of W~lngton Attorneya' Fees, ElipInses Borrower agraas to pay upon demand aD 01 Lender's costs and upensas. Including attamays' faas and Lander's legal axpanses. Incurred In connactton WIth the antorcsment oflllis ~ L.andar may pay someone elsa 10 help anIorca lhis Agreamant. and Bcrrower shaD pay Ina costs and axpensas at such anlon:amant Costs and axpanses Include Lender's attarnays' leas and legal axpansas whathar or nat Ihar9 IS a tawsurt. Including 1IIIameyS' tees and legal axpansas for bankrup!cy proceedings (and tnCIuding e!IortS to modtIy or VIIC8Ia any aulomallC silly or tnluncl1on), appaats. and any antlc:ipaled pas~dgmenl COIIacIton SBrV1C8S Borrower also shBII pay aD court costs and such addtlicnalleas as may be dtrected by the court 8evenllll1I1y. II 8 court III campaIant Junsdtdlon f1nds any provtlIIOI'I 01 thts AQreement to be Invalid or unanlon:aaOla as to any parson or etn:UmSIa/1c8, such Dndlng s/lall1IOt render that pl'OVISIOfIlnvaIId or unanforcaabla as to any ather parsons at cncurnstances 1lIBasIbIIt, any such ofIandtng pnMstan s/l8fI ba daIImad to be mOddlad 10 be WtIhtn the hmdS of antorceaol1ltY or valtdtly, no-. d the ofIandmg PI'OVlSlOl1 Clnnot be so modtltad. d ShaD be stnckan and all othar pICIIIISIOnS of this ~ In aD oIh8r respects shall nanwn valid and enIoIC8Bbla WIIfVenI .. d CO-ma Lsndw shall nol be daeII1ad to haw W8lwd any nghts under thIS Agreement untass such ~:,: .. :~. ~11:'~~~:;Y.~·:~····::;:'~~:=:· .-' "_." "-'"_.-I ", CW't ~ en o7~-2OOtIAZARDOUS SUBSTANCES CERTiACATE AND INDEMNITY Page 4 Loan No 90-224~2 (Conbnued) ___ IS In WIllIng and SIQnad by Len_ No day or _ an ilia II-' of LendBr III -.:ISIng any nght slid 0pera18 as a _ of sucII nght or any olhar nght A __ by 1lIIY party of a ~ of Ills ~ s/IaI not cansIJIuI1I • _ of 01 pntJudIca ilia ~ nght olharwlse III demand Slnct compIuI/II:II WllllIIIaI pnMSIIIn or any afhar ptOVIIIan No pnar _ by Lender, -1lIIY CDUII8 of d8I/Ing ~ Lender and a-, shall aonsIduIe a _ of any of Lendar's nghIs Dr any of Banawa's ablIgatIons as III any IUIUra hrau:tana ~ ~ by Landar 16 raqund In Itus ~I, IIIe grantI/IQ of such cansant by LandBr m any Inslanca slid not consIduIa contmung =-d 10 subS8QUenl II'ISIancas whate such consent IS raqlll8d Barruonr hnby _ naIIca aI acceptance of tills ~ by Lander EACH PARTY TO THIS AGAEEIIEHT ACIOIOWLEDGES HAVUlG READ ALL TiE PROVISIONS OF THIS AGREEIIENl'. AND EACH AGREES TO ITS TSUIS NO FORMAL ACCSITANCE BY LBCDER IS "ECfSSNn' TO IIAICE THIS AGAEEIIENT EI'Y'EC11V£ IMDEIIIOTOA . X ~' K &-.iU.'. KBUTTAR LENDER STERLING SAVINGS BANK INDIVIDUAL ACKNOWLEDGMENT STATEOF ____________ --' ,- ~OF _____________________ _J CI On this day b8fIn me. u. undIIsIgned Notary Pubac, P8IS01IIIY appIEIId DR BAUINDER S BUTTAR. pasanaIIy known CI III me 01 pnMd III me on the basis of SIIIsIII:IDry ftIdIra III be the IndMduaI CIIIsI:nbIId In and who 8I8CIIIIId ilia c,=a HaDrdDus SubsIancea CarIIfIcIIII and IncBnnIy ~ and IIduIawIIIdDecS IIIat he Dr sIIa sagnad ItIa ~ as CI lis 01 her trw and wlunlllry ac:I and daad, for ilia JaBS and ~ IIIBntm manIIDnad GInn undIIr my ....... OIIICIII __ lids day 01 _________ -' c--2D __ _ CI ~------------------------~.---------------------- Neary PUIIIII: "''''II1II' tile .... or ..,co .. c''''''" ...... ______ _ INDIVIDUAL ACKNOWlEDGMENT STATEOF ____________ --' ,- ~OF ______________ __J On IhIs day bataIv me. !he undIIsIgned Nalaty PubII:. persandy appaarad RASfPAL II: BUTT AR. p8I3DI1dy "'-" 10 1118 or proved III 1118 an the b_ of saIIsIaCIDIY IMdence III bah IndMdUaI dascnbed 111 and who -ad Iha HazIIn!aus SubsIancaS CartIfIcaI8 and Indemnity AgraemanI, and admawIIIdgad thai he Dr sha SIgned IIIe AgnIemanI as. Ius Dr her free and voluntary act and dIIed. lot the uses and ~ IIIaran ~ GInn II1ICIer my hind ... aIIIcIaI ... 11118 *'t 01 _________ --' 211 __ _ B¥ __________________ ___ ~dmg.--------------------- Notary PUIIJIc In end far 1he SlIde Of ______ _ My COIIIIDtaIon _________ _ " .' - 07-07-2OOttAZARDOUS SUBSTANCES CERTIFICATE AND INDEMNITY Page 4 loan No 90-22496~2 (ConbnUed) _ IS In wmng and SIgned by Lander No daIay or _ an the part of lander on -.:ISIng any nght SIIaII opInta as a wllMlt of such nght or any other nght A _ by any parIy 01 a proWIIOn 01 thIS AgraamanI shall not conslllul8 a WIlMlt 01 or plBJUdlC8 the party's nghI oIIIarwISe to demand stnct compflanca woIh lhat prlM910n or any ather provson No pnor WI_ by Lendlr. nor any coursa of d8IIImg 1Ie~ Landar and Borrewar'. shall ~ a _ 01 any 01 Lander's ngIIIs or any 01 B~ obllgallonS as to any lulure transactoans Wha_ =-01 by Lander IS reqUlt8d In IhIs Agraemanl. Iha granting 01 SUCh consent by Lander In any Instance shag not conslllula conIInuong consent to subsaquenl Instances whaa such consent IS raqwred Borro_ harally W8MIS noIJca af accaplanca of tIllS Agrearnant by lander EACH PARTY TO THIS AGREEMENT ACIOIOWLEDGES HAVING READ ALL. THE PROVISIONS OF nas AGREEMENT. AND EAOt AGREES TO ITS TERMS NO FORMAL ACCEPTANCE BY LENDER IS NECESSAAY TO lUKE THIS AGREEMENT EFFECTIVE INDEJINITOA LENDER STERLING SAVINGS BANK By AU-=:::IIIOI=rIZIId=-=am=cer:-:----------- 07~-2DOttAZARDOUS SUBSTANCES CERTIFICATE AND INDEMNITY Page 5 Loan No ~966-2 (Conbnued) LENDER ACKNOWlEDGMENT STATEQF ________________________ ~ )sa ~OF ______________________ ~ ------------------------~.--------------------- NotIay PuIIIII: In'" fur 1M .... CIt ____ _ ... -.............. _------ ·····'~~~;.~~l~~:- :·~~·::.W~ ... ~;:i ." far .... 1 IE "II .... "'---'" ·:Otie DOl1;u.i.··C'l, 00) ...... . Do~ tbem ....... of ....... w ..... WI4l'--______ "" -of Ia7iac out I11III "b!fe!drlr a JRll;lio nul . ________ BWe_re ofWuIdlIstaa, for _ of tb PUlIo But SO' rtr· t!Ie ltIrth t rtr the BortIl t ~ the SOUtbwaat i of the Southwltat i ~ Beot1cm ~ .. :~. 23 N.R. 5 J!!.W.M. lOq,th S.!::. ( south rtf' !3.~. ;:. ?2nd St'.). t.,..... witll tb ~ to mab all ~ Ibpce fir ........ ~ Cb U1dII& lII!If'lV ... _ ... Ii .. of Aiel 4I8eriW riPW-WllT. IIa _fa.l., ........... ,... .. II' ' ... tli.· .. ~ =~:.:-:-..::*~==-:r~=.r.:-_;,.., .. ~~~~..., ai- ·~d·~·.Ooaat7of .~."tc <'H'~ ~~~~~ DUed·1aIe .... -; .. ' ., ., .-.... . ,',f A.~ lL...Il.... :."::: .. I'".' 1.#.i.<:U:.io!·, Be :n1'!·r. !'.s to 1 1".1 sh t --form 3:)3--- .1. J;lls~ton plrr va sl'll"! .")r~(:'J!. e:j2 ----.i~r' -- ''''y ::; iIi ch:>ls, deft to(;i".'ldeG .-",,,nick ohf't' .Jf' kew d". 4 J.»,,')2 ---j.O a !11 -r .,liu:3l-J ton --; lIHH.S'7 -~--he ;'E1 n" I ;,:Hushton ---4u ~ 20 19J2 ---G ... (]udeG Be~ntcY --(I1G h n·] ~ _ .. tiL eas t 20 .cres -:J f tb., Db: ~ of t e :.1\'f': Dr .• ee 1:':. 1.' P 22 n r Zi e \It n s i. t in kcw ---1 ts fHIO~ <1 nda --- t:lau'ic:G Bf· .• n1~k r-iltt 'jf kcw kCWJllJl 7 li33, by(,;laude'; Us nick n~ .. ~.:t 0t I, ew. btlj" \', A1111.i. dep co aud Jt kC!fs ~'es "It S A 8 Bud B~.!.i.!. fld'ly' s· ... ··ort8~.r.e W.!1 " (el J~~7G28ZA i A '.' -. ' LienJIUl 26 li33 East MluU lSonLumber C"mp8ny I:}C iJ'r'p C l.'IlrJt : 1".' ",oJ n ~~ r~8 A D Conway 8 wi Jo,"" owner I ntc1s gn that on ;jet 151932, clmnt at t~lP. reqJ.cst of' Mrs A D COZlway com to turnish met used in the hl,*-on lot 1 blk 21 Br ,oJcjjyn add to ~* Seattl.·, kcwj that ;ilirs.A U Conway 1s the owner ,;r ref;' owaer iJf;)d lY}::i and bldg 'l'hettir!1.ish1ag ot mat dee sed on Apr 19 1933, thev81ue that' is H85 111 weh Slit olnmtclms 8 Uen ::n d ,rem;,;, 8.L111llt isol~o entitled· to tnt Grom Apr li 1933, at 6i cer an end an atty f~e o~ , ---,,'., _.. ,. ;125. East.IG&d1 SO!1 i.um~)(,rCom:)Bny byLloydFt Sl.1vege, ita at't7 Ter k c W Oil .TWl26 19:33,b7Lloyd H Savage, att7 for cL-nnt, bet C11nton L Math1s n pro .... n reB at s n s.ug 7 1933 ) ~:~;~:l:g:oe Smth tom . ~76BB_20 /~ TheGatscrt-Schlfabacher Land C!)mpanyaoo rp o1'WIl toLena He •• trom awidow tp .. 11 .sell to the sp h or , and the s p will nurch ot .fp fdld in k c " the north halt at the nor~.h helt'ol' the no 1::::1.:1' of t1aSW~ ot the CJWi 01' 8.. & twp as n r 5 e w " to(~eth" th sn Wld1 vi dedoneh a 11" 1nt in end to the entt 30 f'tot the south three Q!lerters of' the no half' of'sdSW! o~ the swi otad sec 2V e:z:cep t 0) I1D.ty reB ds, S1l1t" to 8 parp=tual aa==ent for ro&opurps oAll' over. acrce 8 end Ilpe!! the .d .ast 30 f't of' the so three quarters of the Ilorth half' or tm sd sw~ or the SW: otad seO & and sUbJ also to water anliweter rights if' aZlY and matter. r~leting thereto the PI> i&lJ.37e u~"'ch~'1~ ispd. reept ,,:ck.and t e bel oi"'30~' to be pd$5 an Jun 7 1938. and$1) or m 0-1"8 at·-the sp option 011 or bet the 7thot each 8U0080"'. ngoalendar mnth until' the blalDoe otad pp 1. pd wI th tnt at a% par fin pSTbl mthlJ' ap to pal all tdea Bsst. ond 1m.positions tr dt .J!! &d ]a r.d anti to keep bldga lQBure:i; . purchrag:oeoa to '_~x •• sck !r1 ddel at cay tm on deml,no ?t 1'p = mtg 1'or bal llilpdon this oont, paybl in inatelm.ants 8S h11lbet =peo1f1ed. andto assign ins a8 aecur1 i y tor te palt thereof' 1n a sum equal to the tace of 8~ch mt8 a41 .. 4 ehell ~. orad by gd andsuf't w d to sp wh~ the pp 1. f'ully ,Ii, or IlPOJl deoand tor f'p for lIltg oover1ng t h. W&pd portn otpp ta 18 e •• 01' Us oont --forte; turecls lww. thf v~ndor ht'lII Ot"ol.edth •• e pt. to be exed by 1 i.e vi oe pre. Bnd secy GAd t)t, Oi)rp $1 to beflttlxedhto and the purchr hAS hto Bet her hand an iseel (FOR) ~ I / ' \../ 1. 82g--2 COl"i-'si The G8tzcrt-~c~~~'eb'ch~'r I e:odCom :fin,. by 'ort~a L ~Cbw8bscher, v'~d p~eB an: !': Ko!"gem'terl:, secy Le4eNew::tro!il kct: ~i·!.E'I7 1,9 1932. by'; ton L ;ichw"bacbcr, AndL :,:orp;el"lstc""n, vp a no sec or. 'l't"! r.-. L ('0 --~"'rpf()rm --be!' G W BT .. :;:nt, n:ifor ... ,.... ... n. e. t • 103' tldby;<O-sL ":;"~ Ml'. ~7t.. 'it) i~iR!;;~::S:;~~~;~~, ""~ld:!:i!!:.8:·:~30/" the u.ndtn.l~ d, ho~ ,ers -:Jt th::J t c tnre-est COil tl:td into Oll Apr 4 1931 bet Fred C; r.eese.and:r-=11ieEeese, husl.at,lift', :3 ,,:allers. "Ildi~erb"rt F' "'a.i.ker., isnd::!ld%Gd .;.slker, h,!!;~.n·;!'1f, ~e pllrchrll, lor the sale end purer. of thetdld in kow; the "eat halt of lot 1 blk 6 fit he replat otb1les 1 2" 67 13,14 and 23, on~orth ~.attle. ot w1s~ known os the west haat of lot 1 blk &. replst of North Seattle; ssai.gn, t ransrer, antiBo -0,0 sp the ad re ast cont, ",nd sd 8ssignors _bgn sell and cy ad des prems to sd assignee, who hbj ASS 'me f;QC agr •• to fulf'l Ll the C :Judi. tDS orad re est cont F CRees. N.UieReese kcwSept 2l 1931 b_llred 0 R6EiSe,and I~el.11eReese, husand1f!". be~ L HalYeraon n p 1'0%'11'11 res at s r, srrar 8 1935 ,_ fldb7 i:i F walker, 411 \1 l.1eroel' 'h-I/~! D J'wa 2e 1935 Apr \l 1\l31 $10 ~_l ..Tames Aah 8IldMinn1e C Aa ~.wr, and C R .u.&.W&1$J' endMery E LwaJ.e1'~j" to 0 H .Tones tp 01' and qo to Sf' all int 1n rdld 1r!ko1f; ...ot 9blk 7Gardner -g Gwinn 'II add to thecs, sl t 1 n k .... .iemf"S "'::'ah ~nn1e C Ash C R Lr.1tieJ' :/.&1"7 E l..ullle~ kc. Apr 9 1933, byJ'8Ilell Ash end M1nn1eC Ash hw:f, and C R Lualey andMar7 :a: 6 :.ale:! bwt", bet' J' L Anderson "1P f'or"D r •• at II Jla Au.g \l 1936 tldby 0 Ii J'on~! '1502: .. B,., th~l; 0....1P , .. /.5!.~ D JIlD 26 1933 ~ /) a.,6.&8U .Tu.n 23 1933 Loye andatt'.c tn. ---~~ I Elizabeth clegg, wtt. ot ArthurClegg, or s, kcw, to Arthar Clogg hh or kow :tp oy and q 0 to sp ell tnt, ..... and comt~· lnt ill td1d 11k leov; t e !!!ol!th 10 :rt 01' lot 19 find allot lot 18 bli.~ B o't 'rheB)'roJl add to the OC, .o~dg to the plat in vol 60r ~e4 plete pg 8v reo. Q~ aud or~ ot kew; sit takew .E11zabethCle88 ko_J u..n23 lli33, by El1~8bethC1Qgg, wU'c ;,1 Arth ir C leg~, bet [~11 Vft ll~lbeckn p 'tor "11 reB at s n 8 Jun , 1936 fldb, M E Clegg, 3318, Claremont a •• (It'OR) \ \. \. \\. \ I '. '0' 1. ";. ,. ,. I r t cORE ~DESIGN DEVELOPMENT PLANNI,e CITY OF RENTON Core De"gn./nc. 1471 I N.£. 29th Place Suite #I 0 I MAY 1 2 2004 Bellevue. Washington 98007 ENGINEERING· PLANNING· SURVEYING 425.885.7877 Fax. 425.885.7963 TO ........ ~.it.¥ .. ?! .. ~.~~t.?~ .. :::: .. ~.~~~.I.?p.~~.~.~ ... ~~.r:'.i.~~~ .. ~i~.i.~.i?,rt,ATE ..... ~'-~.~!.?~............................. JOB NO. 01052 Renton City Hall, 6th Floor Develop. Services Division .............................................. . ........................................................................................................................................... ATTN: ............................................................................................................. . 1055 South Grady Way Cedar Avenue Lot Line Adjustment .................................................................................................................................. REF: .......................................................................................................... . Renton, WA 98055 X MAIL ............................................................................. DELIVER ......................................................................... PICKUP ............................................................................ . X TRANSMITTED FOR: YOUR USE ............................................ PER REQUEST ............................................ INFORMATION ONLy .......................................... . ACTION REQUIRED: QUANTITY 5 ------------------------.-----_ .... - 5 5 1 5 .-. __ . __ . __ ... _._ .. _._----------_._- 5 5 5 X PROCESSING .................................... REPLy ....................................... RETURN ....................................... NONE .................................... . DATED 5/12/04 " " DESCRIPTION Land Use Permit Master Application Form Project Narrative ._--------------------.--.. ----------------------------------------_._-----------._------------------------------------------.. _----------. --_ ... - ------------_._---Plat Certificate with attached documents ----------_ .. -.. ---------_._-----_.------_.------------------------_.-----... ----------------.. --.--------------------------------------------_._._---------._ . .. _----.-.. _-------..... - Check to the City of Renton for $450.00 -_ ..... _----_._----_. __ ._---_._--_._----_.----_ .. _-_.----_. __ . __ ._---_._-.. _. __ .. __ ._._._--_._ .. __ ._--_._-._._---_._---_._._------_. __ . __ . __ ._-------_._-----_.--_._-._-.. _. __ ._-_._----. __ ._. __ .. Lot Line Adjustment Plan -------_. __ ._. __ ._-----------------_._------------------------------_. __ . __ .. _--.------------._-_._.--------------_._------_._-_._-----------------_ .. _._---_A. -_._----_. __ .. -._-... - .~~!.I.~~y.J~~!.':1I1.s. ............................................................................................................................................................ . ~.i.tY...~!..~I3.~.~.'?~ .. ~~~~~ .. ~§: .. Y.Y.':l.~~~.~ .. '?~ .. ~.~.~.~!~~I .. ~.~.q~.i.re~~.~t.~. . ................ . Lot Calculation Reports --------_._._------_.---._-----_. __ ._ .. _--_._----_._--------_._-_. __ ._ .. _._----.. _._-----_._------....... _-_ ... _---. __ . __ .. _--_ .. _-------_ .... _ ... _. __ .. ---.. _ .......... _ .. COMMENTS ............................................................................................................................................................................................................................................................ . -_.-. --.. --_ .. _-_._-_._ .. _ .... _-_._--_ .. __ . __ ._---------_._------.----_ .. _----------------_. __ ._._-----_ .. __ ._--------.. _---_._------------_._._---------_._---.-----------_. __ ._-_. __ .. _---_.-.... _-_._-.. __ .. -_. __ .. __ ... _ ....... _._ . .. _.-------_.-----------------.. _------_. __ ... _-----_._--_._-----... -.-_._-_._-------_. __ .. _-----_._-----.. __ ._--_.----_._--------_._---------_.---------------_ ... --------_._------_. __ ._-_._-------------_.------_ .. _-_._-_.-----.. _--.- -------_.--.--_._---_._--------. __ . __ . __ ._---_ .. _---._---_._ .. ----_._-----------_._-------------------------------------_. __ ._----------------_._._----_._._----_._-----_. __ ._--_ .. _._-----------------------_._-_._-------------------_._--.-- ----_ .. _._.--_._---------------_._-_.-------------------. ----_. __ . __ ._--------.----------------------_._-----_.-_._----------------_._--------._-------------. __ ._------_._----------_. __ . __ ._----------._---_._-----._._-------- .. _-_._._-._._-_. __ . __ . __ . __ .. -._ .. -._._--_. __ .. _--_.----_. __ ._--_ .. __ ._---------.. __ ._-------_._._----_ .. _._._------_._----_._._-_._-----_ .. _--_.--_. __ ... _ .. __ .-_. __ .--_._ ... _. __ .-._-_._--_._--. __ ._. __ ._-_. __ .. -.. _--_. __ ..... _--_._-._-_._._ ... __ ... __ ._-.. -. __ .. _- _._-----._.-------_ .. _------_.-. __ . __ .---_._-_.-----------------_.----_._--_._----------_._---_._----_. __ ._._-----.------. __ ._------_. __ ._----------------------_._------_.------_._--_. -_._-_._-------_._---_. __ .---_._-.. -.. --.-.. --.--.. _ .. _ .. _-_. ---------------_.--------.-_._-----_.-._----------_._-_._-_.-._._--------------------_.-._-.. -------------------_.-.---... -_._-------_.-----_._------_._-_. __ ._---_._----._---_. __ ._---------------------_._----_._-----------_._----------_.-._-_._. __ .. _---_._-._--_. -------.. _-.---_.------------_._-_. __ ._--_._-_ ... ----_._-----------------_._--_._---------------------------_._---------_._._---------_ .. __ ._--_. __ ._-_._--------_. __ ._------------_._._-------_._---_._._-------------._------_ .. _.--... _-----. __ ._-- CC: ................................................................................................................................ BY: ·····Kevtn·-j:··Vanderzanden~ .. P;LS.: ...................... . Printed: 05-12-2004 Payment Made: _TV OF RENTON 1055 S. Grady Way Renton, WA 98055 Land Use Actions RECEIPT Permit#: LUA04-049 05/1212004 10:29 AM Receipt Number: Total Payment: 450.00 Payee: CORE DESIGN INC. Current Payment Made to the Following Items: Trans Account Code Description Amount 5015 000.345.81.00.0012 Lot Line Adjustment 450.00 Payments made for this receipt Trans Method Description Amount Payment Check #41012 450.00 Account Balances Trans Account Code Description Balance Due 3021 5006 5007 5008 5009 5010 5011 5012 5013 5014 5015 5016 5017 5018 5019 5020 5021 5022 5023 5024 5036 5909 5941 5954 5955 5998 303.000.00.345.85 000.345.81.00.0002 000.345.81.00.0003 000.345.81.00.0004 000.345.81.00.0006 000.345.81.00.0007 000.345.81.00.0008 000.345.81.00.0009 000.345.81.00.0010 000.345.81.00.0011 000.345.81.00.0012 000.345.81.00.0013 000.345.81.00.0014 000.345.81.00.0015 000.345.81.00.0016 000.345.81.00.0017 000.345.81.00.0018 000.345.81.00.0019 o 000.345.81.00.0024 000.345.81.00.0005 000.341.60.00.0024 000.341.50.00.0000 604.237.00.00.0000 000.05.519.90.42.1 000.231.70.00.0000 Park Mitigation Fee Annexation Fees Appeals/Waivers Binding Site/Short Plat Conditional Use Fees Environmental Review Prelim/Tentative Plat Final Plat PUD Grading & Filling Fees Lot Line Adjustment Mobile Home Parks Rezone Routine Vegetation Mgmt Shoreline Subst Dev Site Plan Approval Temp Use or Fence Review Variance Fees Conditional Approval Fee Comprehensive Plan Amend Booklets/EIS/Copies Maps (Taxable) Special Deposits Postage Tax Remaining Balance Due: $0.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 R0402471 CITY OF RENTON LOT UNE AD1USTMENT LUA-04-049-LLA LND-30-0279 DECLARA TION KNOW All. IIIIEN IY lMESE PMSENTS lMA T WE '!HE UNDERSlQtED Olll~ OF 11£ LAND HEREIN DESCIIIIIED DO HEREBY .. AKE A LOT UN[ STMENT lMEREOF PURSUANT TO IICW 58.17.Q.40 AND DECURE lMlS ADJUSTWENT TO BE 1Ht GIIAPHtC REPRESENTAll~ OF 11£ SAllIE. AND lMAT SAID ADJUSlWEHT IS .. ADE Willi '!HE FREE CONSDIT AND IN ACCORDANCE WIlli 1HE DESIRES OF '!HE OWNER(S). IN WllNESS WHEREOF WE HAIlE SET ~ HANDS AND SEALS. 1HE POINTE AT TALBOT HIll. HOIIIEOYlNERS A~~~~~ A WASHING~ NI Ito: !itw:Jr 't"~E.~'Ln,.J IN: CFO ACKNOWLEDGEMENTS STATE OF WASHINGTON ) COUNTY OF f."wft l ...J ~yn lliAT I KNOW OR HAVE SAllSfACTORY EVIDENCE lliAT . ~"'"i' \Oc:IA~'-SlGNEO llilS INSlRUMENT. ~ OAlH STATEO lt~;!<r~WAS AUlHORIZ~ ~~C~~1: ~'":i1~ENT AS "!HE ACJ<NOWI..EDGED IT TO BE lHE FREE AND VOLUNTARY ACT OF SUOI COWPANY fOR 1HE USES AND PURPOSES "EN~EO IN 1HE INSlRUWENT. ST ... TE Of W ... SHINGTON ) COUNTY Of -\'\\IY"\ l J CERllFY lHA T I KNOW OR HAVE S ... l1Sf ACTORY E\1DENCE lHAT I!!'kc e 1\ .. _...., SlGNEO lH:S INSlRUWENT. ~ OAlli STATEO lHAT ~SH~ AUlliORIZEO TO EI<ECUTE 1HE INSlRUMENT AS '!HE 0'0 Nd '-'-' OF lliE POINTE ... T T I.l.BOT HILL. HONEO ERS ASSOCIA 11~ AND ACKNOWl..El>GED IT TO BE THE FME AND VOLUNTARY ACT OF SUCH CONPANY fOR lliE USES AND PURPOSES MENll~EO IN lliE INSlRUIIolENT. APPROVAL CITY OF RENTON APPROVED THIS M (t, DAY OF yO( I~ 20~ -F", 6 .. e Z I rrWlti/ Public Wort< Deportment I~ING COUNTY DEPARTMENT C'F ASSE~TS Examined and approved this ~oy of J~Oct1. Scot{ Nohle. 16- King County A"essa: RECORDING NO. ~ ~01 () 7:< 0 '1 O()~.z - LEGAL DESCRIPTION PAIICIL A lHE NORlH HALF OF lliE NORlH HALF OF THE SOUlliWEST QUARTER OF THE SOUTHWEST QUARTER. EXCEPT THE SOUTH eo FEET OF lHE NORTH 110 FEET Of 1HE WEST 120 FEET OF lHE EAST 150 FEET lHEREOF; AND THE EAST 30 FEET OF lHE SOUlH HALF OF THE NORTH HALF OF THE SOUlHWEST QUARTER OF THE SOUlHWEST QUARTER. All. IN SEC~ 29. TOYINSHIP 23 NORTH. RANGE 5 E"'ST. W ..... IN KING COUNTY. WASHING~; EXCEPT THAT PART ~'IE'/m TO KING COUNTY FOR lD4lM A'-f:NUE SOUTHEAST BY DEED RECORDED UNDER RECORDING NUW8ER 53!5113211. PMa!L • lHE SOUTH eo FEET ~ 1HE NORlH 110 FEET OF 1HE WEST 120 fEET OF 1HE EAST 150 FEET OF lHE SOUTHWEST QUARTER OF 1HE SOUlHWEST OUARTER OF SECll~ 28. TOWNSHIP 23 NORlli. RANCE 5 EAST. W1UAMETTE IIIERIOIAN. IN KING COUNTY. WASItHG~; TOOE1HER Willi AN EASEMENT fOR INGRESS AND ECRESS. OIlER 1HE NORlH 30 FEET AND THE EAST 30 FEET OF THE NORlH HALF OF SAID SUBDI\1S1~. L YINC NORlH OF CARR ROAD. lRACT A lRACT "A· SUNNYBROOK ACCORDING TO 1HE PLAT lHEREOF. RECORDED IN VOLUME 220 OF PLATS. PAGES 30 lHROUGN 38. IN KING COUNTY. W"'SHING~. coRE \,; ,,/DESIGN '47 II NE 291/1 ,.,.,.,. SuIre '0 I 1eIIe_, W ...... "'" 98007 425.8'5.7877 h»c 425.'85.7963 ENGINEEI/NG • PLANNING· SUIVEYING LAND SURVEYOR'S CERTIFICATE RESTRICTIONS I. THIS SITE IS SUB.£CT TO 11£ TERWS AND ~Dlll~S OF AN EASDlENT TO PUGET SOUND POtIER AND UGHT COWPANY FOR ELEClRIC lRANSWlSSI~ AND OISlRIBUll~ UHES AS DISCLOSED BY INSlIMIIENT RECORDED UNDER RECORDING N\JWBER 28701111. 2. THIS SITE IS StJB,£CT TO '!HE TERWS AND ~DIl1~S OF AND EASOIENT FOR ftOAI) AS DISCLOSED BY INSlRUtoIENT RECORDED UNDER RECOROING NUMBER 3042205. 3. 1HIS SllE IS SUB,£CT TO 1HE lERWS AND C~DIl1~S OF AND EASOIENT FOR INGRESS AND frlRESS AS DISCLOSED BY INSlIMoIENT RECORDED UNDER RECORDING NUWBER 5335457. SAID INSlIMoIENT IS A RE-RECORDING OF INS'IlIUWENT RECORDED UNDER RECORDING NUMBER 5231024. 4. '\'HIS SITE IS StJB,£CT TO '!HE TERWS AND C~OI11~S OF ...... EASDlENT FOR INGMSS AND EGRESS AS DISCLOSED BY INSTRUW£NT RECORDED UNDER RECORIDING NU .. BER 5341025. 5. THIS SITE IS StJB,£CT TO '!HE lERWS AND C~DlllONS OF AN EMlEMENT TO WASHNC~ NA l1JftAL GAS COWPANY FOR A GAS PIPEI.JNE OR PIPELINES AS DISClOSED BY INSTRUW£NT RECORDED UNDER RECORDING NUMBER I0Il3010. SAID INSTRUMENT IS A RE-RECORDING OF INSTRUWOIT IlECORDED UIClEJI RECORDINC NUWBER 80783117. 5. THIS SITE IS SUB.£CT TO '!HE lERWS AND C~Dlll~S OF AN EASEllllENT TO P AOf1C NOftlHWDT BELL 1ElD'HONE COWPANY FOR UNDERGROUND CON .. UNtCAn~ UNES AS DISCLOSED BY INSlRUWENT RECORDED UNDER RECORDING NUWBER 7501020328. 7. ntIS SITE IS StJB,£CT TO 1HE TERMS AND CONDIll~S OF AN AGRED0t04T IlEGAROING LATECOIIIEft OIARGES AS DISCLOSED BY INSlRUWENT RECORDED UNDER RECORDING NUMBER 81D5050738. 8. lHlS SITE IS SUB.£CT TO 11£ TERMS ,6.NO C~Dlll~S OF A HAZARDOUS SUBSTANC[ CERl1F1CATE AND INIlDHTY AGREDoIENT AS DISCLOSED BY INSlRU .. ENT RECORDED UNDER RECORIDING NUWBER 20(K)0710CM)0g33 • 8. ntIS SITE IS SUB.£CT TO 11£ RIGHTS OF KING COUNTY TO .. AKE NECESSARY SLOPES fOR CUTS AND ALL AS GRANTEO IN DEED RECORDED UNDER RECORDING NUMBER SJ58328. 10. THIS SITE IS SUB.£CT TO 1HE TERMS AND CONDIll~S OF AN EASEMENT FOR WATER AND WATER RIGHTS AS DISCLOSED BY INSlRUWENT RECORDED UNDER RECORDING NUWBER 2752821. NOTES 1. '!HE PURPOSE OF THIS DRAWING IS TO PREPARE A LOT LINE ADJlIS1Io'9IT FOR CEDAR A'-f:NUE LLC AND lHE POINTE AT TALBOT HIlL HOIIIEOIIIERS ASSOCIAll~. 2. ,6.Ll 1111..£ INI'ORMA~ SHOWN ~ THIS MAP H ... S BEEN r CTED FROM PACII'1C NORTHWEST 1111..£ INSURANc[ COWPANY PLAT CERllFlCATE ORDER NO. 558394. ( ,. ,EO JANUARY e. 2004 AND SUPPLEWENTAL REPORT NO I DATED APRIL 28. 2OD4 IN REGARDS TO PARC]'!; A It B AND CHICAGO 1111..£ INSURANC[ CONP,,"Y PLAT CERl1F1CATE r ATEO APRIL 22. 2OD4 IN REGARDS TO n ... CT A. IN PREPARING THIS "AP. CORE DESIGN. INC. HAS C~OUCTEO NO IN~OENT 1111..£ SEAROI NOR IS CORE DESIGN. INC. AWARE OF ANY 1111..£ ISSUES AFFECTING 1HE SURVEYED PROPERTY OTHER THAN THOSE SHOlllN ~ 1HE MAP AND DISCLOSED BY 1HE REnI9ICEI) 1111..£ CONWlnJENTS. CORE DESIGN. INC. HAS REUm ~ Y ~ PACRC NORlHWEST 1111..£ AND CHICAGO 1111..£ REPRESENTAll~ OF 1HE llTLE'S C<HIIll~ TO PREPARE THIS SURVEY AND THEREFORE CORE DESIGN. INC. QUAUFlES 1HE .. AP·S ACCURACY AND COIoI'l£lENESS TO THAT EX19IT. ' 3. lMlS SUR\€Y REPRESENTS 'o'ISI8U: PHYSICAl IIiIPROVEWENT C0HDI11ONS [)QSllNC ~ .. MOl 27. 2002. ,6.Ll SURVEY ~TRa. INOICA TED AS "FOUND" WAS RECO'lEREll fOR 'THIS PRO,£CT IN FEBRUARY 2'. 2002. ~. All. DISTANCES ARE IN FEET, 5. llilS IS A F1EI.D TRA'IERSE SURVEY. A SOKKIA FlY'; ~C~D COIoIBINED ELECTRClllC TOTAL STAll~ WAS USED TO MEASURE '!HE ANGULAR AND DISTANCE RELAll~SHIPS BETYlEEN THE C~'-:"WNG ~L'IAENTAll~ A'; SHOYIN. CLOSURE RAllOS OF lHE lRAllERSE .. ET OR EXCEEDED THOSE SPECiRm IN WAC 332-130-0lI0. DISTANCE WEASURIHG EQUII'M£NT HAS BEEN CQWPARED AT AN N.G.S. BASEUNE: WllHIN ~E YEAR OF lHE D ... TE OF THIS SURllEY. 5. THE: SECll~ SUBDt'o'lSlON FOR THIS SECll~ IS B ... sm ~ 1HE RECORD OF SURVEY BY ESW DATED DECEMBER. UNIII AND RECORDED IN BOOK 7D OF SURVEYS. PACE 172, UNDER RECORDING tlO. 00011011004, RECORDS OF KING COUHTY. WASHNG~. RECORDER'S CERTIFICATE PORTION OF This LOT LINE ADJUSTMENT correctly represents a survey mode by me or under my direction in conformance with state and county statutes filed fOf' recOf'd this .........•. day c f .........• 20 ....... at ...... 1.4 In book ........ . of ........ ot pag •......... at the rCC;'Jest of in DECEMBER. 2003. .I'~.J~ .. , Certificate No. 0427 . , ............. . .................... 0 ••••••••• Supt. of Records t.Cgr. SW /4 of J. N 1/4. S. 29 T. 23 R.~ ~-------T-------r-O. OWN. BY R.K.B. CHKD. BY DATE 10/15/03 SCALE 1".30' 01052 SHEET 1 OF 3 .. • .' • .. .. • I • ',~ .. ,,~ , ~~ , , · ! , · , • ! ! ! . . , . . . ~ ~29 CITY OF' RENTON ~ ~ on J .., '" J 01 .... <J I)j ~ -,. 11'1 !! ::J .: 30 29 I~ N :::l I~ .. .. 1315.34 SECTlON SUBDIVISION PER ESM RECORD OF SURVEY SEE MOlE , 10' PACIFIC N<J!lHlIEST BEll. 1El1PHDN!: 00. lJNOERGR()JIt) COIIIIUNCA 11DN l.INES EAstlIENT REC. NO. 7601 020328 " 0207159001 N. UNE SW1/4. SW1/4 SEC. 29-23-5 37 N88"03'11 "E I"MCIL A 1281 .... S. UNE NI/2, NI/2, SW1/4. SW1/4 SEC. 29-23-~ 00. 4"X4" ODNC. 11.00< '/2" BRASS [lSI< ',h>\!NCH 0.48' NallH CF lINE PlAT OF' SUNN'l'llROOK VOL. 220, Po's. 30-39 REC. NO. 2O(M()227000218 NII7"26' 4O"E 1320.53 SCALE: 1" == 200' i I IIONUIIEIIT .If COPf'ER PIN / FOUND J" CUNt1I£IE ¥ "PUNCH ON'A-U-OI HflD FCR lINE 29 _ ---31 32 1322.~5 ___ -- I CONTROL POINT "'9~ '" ~ ~ N ~2031.29 M ;,; i .... E 3117209.25 M .. '" (N 170708.338 FT) ~!:'s .... i~ ~ (N 13031711.999 fT) ~ ~ 05 z N891e'32"E 283O.S8 "", -T 1315.34 30' INGRESS NItJ EGRESS EASD1ENT REC. NO. 5341025 " 30' INGRESS NItJ EGRESS EASfIIENT REC. NO. 5335457 " 30' PUCET SOUND POlO NItJ UQiT C<XiIPANY EASD1ENT REC. NO. 2870111 /---U lOT IJIC 'ri~~~:-30' R<Wl EASD1ENT 1/ REC. NO. 3042205 " -"\1~" 30' WASHf«lTDN I HA1IJR,., GAS C<XiIPANY EASD1ENT REC. NO. 6()g3010 " 60731!87 CITY OF' RENTON CONTROL POINT " !lee I E 397160.91 M N ~418.73 M I 1 (N la~409.225 FT) (N 1303021. 403 FT) 39 "'---;321 __ == ---.,-:---(2645.40 MEAs) NII6'50'15"E 2845.11 FQJIC) IIAUlQ1f PUJC ON 0.4' IN CASE ON 10-31-07 HIlD POSIlION CITY OF RENTON PORTION OF LOT LINE ADJUSTMENT lUA-04-049-llA LND-30-0279 coRE \,; ~DESIGN IQI I HE 2M,... Suh 101 Ie ..... w.,.,..o.; 98007 42S.I8S.7J1? ,.... 424.'84.7963 ENGINEERING· ,.LANNING· SURVEYING SW 1/4 of SW 1/4. S. OWN. BY 0 .... LR.B. CHKD. BY SCALE 1".200' ,. ,. , I ' I , , 29 T. 23 R.2. 01052 SHEET 2 OF .3 ,. .,- .,- .. .,- • . .- • .,- • • , • ! • • • . t • • • , .' .' . .. CITY OF RENTON LOT IJNE ADlUSTMENT APPROVAL LUA-M-Q.49-LLA LNO-30-0279 Planning uAding epartment Adm inlstrator KING COUNTY DEPARTMENT OF' ASSESSMENTS ,202.!t E)(amlned and approved this _ day of ___ _t, 20_ King County Assessor Deputy King County Assessor RECORDING NO. I I I I I 10' PACIFIC NORlHYtEST 9EU TELEPHONE CO. UNDERGROUND COMMUNICA nON UNES EASEMENT REC. NO. 7801020328 ac 9207159001 I U N P L A T TED FND. 4"X4" CONC. MON W/2" BRASS OISK WjPUNCH 0.32' NORlH OF UNE N. UNE SW 1/4, SW 1/4. SEC. 29-23-5 1318.&5 30' INGRESS AND EGRESS EASEMENT REC. NO. 5335457 ----------- -----------------,-----------T I STABlE OLD LOT UNE HOUSE SCALE: 1" = 30' BASIS OF BEARINGS NII~1!5"E KCAS. ALDNQ 1H[ SOUtH UN[ OF 1H[ SWI/4 OF !i[CnoN 21-23-5 AS ~ ON DIll MCORO OF SURVEY. (SEE NOTE 1 OF ~) LEGEND o 1/'1:' X 24· ..aM WItH 'l'£U.OW PLASTIC CM' STMIPED .COM: 3115155· e F'OUND 1/2· MIIM Wl1H 'l'£U.OW PLAS11C CM' STMftD ·COftE 3042r NEW LOT LINE PARCEL A coRE \,; /DfSIGN l.vl I Nf 29fIt ,.",.. ItMe 101 ...... WClllltln,_ 91007 42S.1U.7877 hill 42S.''''.79U ENGINEEItING • PLANNING· SURVEYING LAND SURVEYOR'S CERTIFICATE this LOT UNE ADJUSTMENT correctly represent. a survey made by me or under my direction In conformance with .tat. and county .tatut/J In DECEMBER, 2003. l) ~ .. \~"" .. ~ ..... ~ \j ........ . Certlficat. Na. ...~~:? .. .. N88"03'11-E 120.2& sr VICINITY MAP ," -3000'~ RECORDER'S CERTIFICATE .................... filed for record thls ........... day of .......... 20 ....... at ...... M In book ......... CITY OF' RENTON ADDRESS 30'-t--t PARCEL 3521 CEDAR AVE. S. A PARCEL 3515 CEDAR AVE. S. B <IS/ ~I ~I ~ .-• (II ~It) .... .J, .N (lid, ~N ::Jd w.i~ AREA BEFORE l..LA PARCEL 432,075:t SQ. FT. A (9.9190:t AC.) PARCEL 9,&21:t SQ. FT. B (0.2209:t AC.) TRACT 20.3~:t SQ. FT. I 13, r' ~ . l.n A (0.4e72:t AC.) I ~--.-30' INGRESS AND EGRESS EASEMENT I REC. NO. 5335457 I I , ---i I , I I , I I 30', I t---10' WASHINGTON NATURAL GAS COMPANY EASEMENT REC. NO. 6093010 ac 8073887 t---30' PUGET SOUND POYiER AND UGHT C0t.4PANY EASEMENT REC. NO. 2870911 t----30' INGRESS AND EGRESS EASEMENT REC. NO. 5341025 REFERENCES AREA AFTER l..LA 434.098:t SQ. FT. (9.9&55:t AC.) 7,598:t SQ. FT. (0.1744:t AC.) 28,892:t SQ. FT. (0.&&.33:t AC.) 1 •• CON) OF tuItWY IY DIM DATID ora:r LU, , ... N#IJ IIl(COIIIDII) IN lOOK 10 OF !UR\aS. PAGE '12, UNDER MCOMMNQ NO. toO'I101004, RECORDS OF !<INC COUNTY, WASHINGTON. PORTlON OF of ........ at pag.......... at the reque.t of SW 1/4 of SW 1/4. S. 29 T. 23 R.~ . . .. . . ......... .. ... .. . ........................... . M9r. Supt. of Recorda ~------~~------~~~------------~ DAl£ JOB NO. OWN. BY R.KB. ,O/H5/03 01052 CHKD. BY SCALE SHEET 1".30' 3 OF 3 CITY OF RENTON LOT LINE ADJUSTMENT LUA-04-049-LLA LNO-30-0279 DECLARA TION KNOW AU.. t.tEH BY niESE PftESENTS THAT WE 'THE UNDERSIGNED OWNEft(S) OF 'THE LAND HEREIN DESCRIBED 00 HEREBY .. AKE A LOT UN[ ADJUSTlIIENT niEREOf PURSUANT TO RCW 58.17.040 AND DE<l.ARE THIS ADJUSTWENT TO BE THE CJtAPHtC REPRESENTAllON OF THE SAME. AND THAT SAID ADJUS'1'\ta.T IS .. ADE WITH THE FREE CONSENT AND IN ACCORDANCE Wlni THE DESIRES Of 11£ OYItER(S). IN WITNESS WHEREOf WE HA~ SET OUR HANDS AND SEALS. ACKNOWLEDGEMENTS STATE OF WASHINGTON ) COUNTY OF rZ\'!'f\ ~ M POINlt: AT TALBOT HIll.. HOMEOYtNERS ASSOCIA llON. A WASHINGTON NON-T CORPORA ....J ~f)' 11-IAT I KNOW OR HAVE SAllSFACTORY E'w'IOENCE niAT . ~"' t' 1Oc:JA'I.~ SIGNED 11-IIS INSlRUMENT. ON OAni STATED THAT HE/SHE WAS AUniORlZED TO EXECUTE M INSlRUMENT AS M .!1~"t,9C-"L-OF CEDAR AVENUE LLC AND ACKNOWlfDGE[) IT 10 BE niE FREE AND VOLUNTARY ACT OF SUCH COMPANY FOR THE USES AND PURPOSES "ENllONED IN THE INSlRUMENT. STATE OF WASHINGTON ) COUNTY OF ¥\v," ~ J comFY 'THAT I KNOW Oft HAVE SATlSFACTORY EVIDENCE niAT j~'" e l\ ... _~ SIGNED 'TH:S INSlRUMENT. ON OATH STATED 0:0 oJ\.,W .. ~ ~c.. OF 11-IE POINTE AT TALBOT HILL THAT H~ISHE~ AUTHORIZED TO EXECUTE 1HE INSlRUMENT AS M HOMEOERS ASSOOA TlON AND ACKNO¥A..EDGED IT TO BE THE FM:E AND VOLUNTARY ACT OF SUCH COMPANY FOR THE USES AND PURPOSES MENllONED IN 'THE INSlRUWENT. I""" ,JI'".... '" "--"E.~I.~~. ~\" =--~~ ........ ~--, .oftL {i'~"'~~\ON ~.+~1S:'~ . ... ! ~ .. OiAAY <" ': "I. ~~~~~~~~~~~~~ • ___ m. ~ BY. ""Q,~, b{~" ~c.~ c: \.~ J ~ NOT Y PUBUC IN AND FOR THE STATE \ ~\ ~:. 1 OF WASHINGTON I, .... ~,2&"'.-;··· ~ MY CONNISION EXPIRES: 1\ '. '" ..... :-"1-~9<t \\\\ OF _--""" ......... - APPROVAL CITY OF RENTON ((, DAY OF --loI.:LI.J~_.200:l: Planning/Building Administrator I~ING COUNTY DEPARTMENT ('IF ASSESSMENTS Examined and approved this _ day of ____ , 20_ King County Assessor Deputy King County Assesso; RECORDING NO. LEGAL DESCRIPTION 'MCIL A THE NORni HALF OF THE NORTH HALF OF niE SOUTHWEST QUART[R OF niE SOUniWEST QUARTER. EXCEPT THE SOUTH eo FEET OF THE NORni 110 FEET OF M WEST 120 FEET OF THE EAST 150 FEET THEREOF; AND niE EAST 30 FEET Of 'THE SOUTH HALF OF THE NORTH HALF Of THE SOU11-lWEST QUARTER Of THE SOUniYt£ST QUARTER. AU.. IN SECllON 28. TOWNSHIP 23 NORTH. RANGE !5 EAST. W..... IN KING COUNTY. WASHINGTON; EXCEPT THAT PART CON~vm TO KING COUNTY FOR 104TH A\o£NUE SOUMAST BY DEED RECORDED UNDER RECORDING NUMBER !53!5e329. PMCIL • 'THE SOUTH SO FEET ON THE NORTH 110 FEET Of THE WEST 120 FEET OF 1HE EAST 150 FEET OF' THE SOUniYt£ST QUARTER Of 1HE SOUTHWEST QUARTER OF SECllON 29. TOWINSHIP 23 NORTH. RANGE 5 EAST. WlLLAMET1E MERIDIAN. IN KING COUNTY. WASHINGTON; TOGETHER Wl11-I AN EAsaENT FOR INGRESS AND EGRESS, OVER 1HE NORTH 30 FEET AND THE EAST 30 FEET Of THE NORTH HALF OF SAID SUBDI'w'lSlON. LYING NORTH Of CARR ROAD. 1RACT A lRACT -A-SUNNYBROOK ACCORDING TO THE PLAT THEREOf. RECORDED IN vot..UME 220 OF PLATS. PAGES 30 lHROUGH 3i. IN KING COUNTY. WASHINGTON. coRE \,; ~DESIGN r .47" NE 29f111'b» S4IIfe r 0 J .... we, wClllttlgton 98007 .425.885.7877 FfIlC 425.885.7963 ENGINEEIING· PLANNING· SURVEYING LAND SURVEYOR'S CERTIFICATE RESTRICTIONS 1. lHIS SITE IS SUB.£CT 10 M TERMS AND CONDIllONS OF AN EASOrtENT 10 PUGET SOUND pOfltR NfO UQ1T COMPANY FOR El£ClRIC lRANSMlSSlON AND DlSlRlBUllON LINES AS DISClOSED BY INSTIMIIlNT RECORDED \JNDER RECORDtHG NUMBER 2870811. 2. THIS Silt: IS SU8.£CT 10 1HE TERMS AND CONDITIONS Of AND EASOrtENT FOR ROAD AS Dtsa.osm BY INSlRUMEHT RECORDED UNDER RECOADINO NUMBER 304228!5. 3. THIS SllE IS SU8.£CT 10 lHE TERMS AND CONDITIONS Of AND EASDlENT FOR INGR£SS AND Fr.RESS AS OIsa.osm BY INSnMllEHT RECORDED UNDER RECORDING NUMBER !5l3!5457. SAID INS11UrtENT IS A RE-RECOROING OF INSTRUWENT RECORDED UNDER RECORDING NU .. BER !5231 024. 4. THIS SllE IS SU8.£CT 10 THE TERMS AND CONDlllONS Of A.~ EAsatENT FOft INGRESS AND EGRESS AS Dlsa..OSED BY IHS'TRUMENT RECORDED UNDER RECORDING NU .. BER 5J.i.102!5. 5. THIS SllE IS SUB.£CT 10 1HE TERMS AND CONDlTlONS OF AN EASDrtENT TO WA~TON NAlURAl. GAS COMPANY FOR A GAS PIPELINE OR PlPEUNES AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8OIJ010. SAID INSTRU .. ENT IS A RE-RECORDING Of IHSlRUMENT RECORDED I.JHI:)Eft RECORDING NUMBER 8078387. e. THIS SllE IS SUB.ECT 10 THE TERMS AND CONDlllONS Of AN EASEMENT 10 PAOFlC NORniWEST I!IfU. TEL£PHONE COMPANY FOR UNDERGROUND COM .. UNlCA TlON UNES AS DIsa..OSED BY INSlRUMENT RECORDED UNDER RECORDING NUMBER 7e01020328. 7. nilS SllE IS SVB.£CT 10 THE ~MS AND CONDlllONS OF' AN AGREDrtENT REGARDING LA lECOMEft CHARGES AS DISCLOSED BY INSlRUt.tENT RECORDED UNDER RECORDING NUt.tBER 8105050731. 8. THIS SllE IS SUB.ECT TO THE ~MS AND CONDtnONS Of A HAZARDOUS SUBSTANCE CEft11FlCATE AND INODrtNITY AGREEMENT AS Dlsa..osm BY INSTRU .. ENT RECORDED UNDER RECORDING NUMBER 2000071 ()()()O8ll • 8. llflS SllE IS SUB.£CT 10 1HE RlGHlS Of KING COUNTY TO .. AKE NECESSARY SLOPES FOR CUTS AND FlU. AS GRANTED IN DEED RECORDED UNDER RECORDING NUMBER 5l!5e328. 10. lHIS SITE IS SUB.£CT 10 11£ T[R"S AND CONDIllONS OF' AN EASEMENT FOR WATER AND WA1[R RIGHTS AS Dl50..0SED BY INSlRU .. ENT RECORDED UNDER RECORDING NUNBER 2782821. NOTES ________________________________ c-._ .. ...,.-:,:!O' ... _ ... 1. M PURPOSE OF THIS DRAWING IS TO PREPARE A LOT UHE ADJUSTlI'::NT FOR CEDAR A'YENUE LLC AND THE POINTE AT TALBOT HILL HOMEOYItERS ASSOCIAllON. 2. ALL lln.£ IHFORNATlON SHOWN ON lHIS .. AP HAS BEEN r CTED mOLt PACIFlC NORTHWEST lln.£ INSURANCE COMPANY PlAT CERTlf1CATE ORDER NO. 558394. I, .. ED JANUARY i. 2004 AND SUPPlEMENTAL REPORT NO 1 DATED APRIL 2i. 2004 IN REGARDS TO PARC ~~ A Ie B AND CHICAGO lln.£ INSURANCE COMPANY PLAT CER11f1CAlE rATED APRIL 22. 2004 IN REGARDS TO rlACT A. IN PREPARING 'THIS "AP. CORE DESIGN. INC. HAS CONDUCTED NO INDEPENDENT lln.E SEARCH NOR IS CORE DESIGN. INC. AWN(E OF ANY lln.E ISSUES AFFECTlHG THE SURVE'm> PROPERTY OTHER 'THAN THOSE SHO~ ON THE MAP NfO Dlsa.osm BY THE REFERENCED llnE COt.tMl1\tENTS. CORE DESIGN. INC. HAS REUED WHOLLY ON PAQFlC NORTHWEST llnE AND CHICAGO llnE REPRESEHTAllON Of THE lln.£·S CONOIllON 10 PREPARE: THIS SURVEY N«J noEFORE CORE DESIGN. INC. QUAUFIES THE MAP'S ACOJRACY AND COMPLETENESS 10 THAT EXTDIl. 3. nilS SUlM:Y REPRESENTS 't1SI8LE PHYSICAL IMPRO~ENT CONDtllONS EXlSllNG ON M""CH 27. 2002. ALL SURVEY CONlROl INDICATED AS "FOUND-WAS RECOVERED FOR THIS PRO.ECT IN FEBRUARY 2'. 2002. -4. AU.. DISTANCES Nt£. IN FEET. 5. 11-115 IS A F1EI.D TRA\t:RSE SURVEY. A SOKKIA FlV:; ~COND COt.tBINED ELEClRCWC lOTAL STAllON WAS USED TO .. EASURE THE ANGULAR AND DISTANCE RELAllONSHIPS BET'ttEEN niE C~',""":"U..lNG .. ONL·IAENTATlON A::; SHO~. a.OSURE RA110S ~ THE lRA~ MET OR EXCEEDED THOSE SPEQFlED IN WAC 332-130-080. DISTANCE MEASURING ECIUIPWENT HAS BEEN COt.tPARED AT AN N.G.S. BASELINE WITHIN ONE YEAR Of 'THE DATE Of lHIS SUR~Y. S. THE: SECllON SUBDI'tGON FOR THIS SECllON IS BASED ON 1HE RECORD OF SUR\€Y BY ESt.t DATED DECEMBER. 1Nt N«J RECORDED IN BOOt< 70 OF SURVEYS. PAGE 172, UNDER RECORDING 110. 1001109004. RECORDS Of KINg COUNTY. WASHINGTON. RECORDER'S CERTIFICATE PORTION OF This LOT LINE ADJUSTMENT correctly represents a survey made by me or under my direction in conformance with stat. and county statutes flied for record this ........... day c f .......... 20 ....... at ...... M In book ......... of ........ at page ......... at the rCC;'.Jest of in DECEMBER. 2003. .l~~.J\W",_,-~ Certificate No. t.Agr. Supt. of Records SW 1/4 of _S N 1/4. S. 29 T. 23 R..§.. OWN. BY R.K.B. CHKO. BY DATE 10/15/03 SCALE 1".30' JOB NO. 01052 SHEET 1 OF' 3 ~ aTY CF RENTON / CONTROL POINT f89~ I" ~ ~ 10 I ", ('oj cI, C'4 0 ~ .:t -• III ~ :J • 30 29---1315.34 o II': ~ - I~ N ~ I~ ~ N. UNE SECll0N SUBDIVISION PER ESM RECORD OF SURVEY SEE HOlE 8 PLAT OF WIN!PER N VOL 1M, PG's. "-eo REC. ------ - - - - - - -HU"03'll"E 1281. ... Nl7'44'5!5"E S. UHE H1/2, H1/2, SWl/4, SWI/4 SEC. 29-23-5 00. 4"X4" COte. El..OO< '/2" SRASS DSK W/PlJNOi 0.48' NMTH ~ LINE PLAT OF SUNN _001< VOL. 220, PG's. 30-39 REC. NO. 2004022700021 e N87'2e'4O-E ___ --- -1320.53 SCALE: 1" = 200' ~ T I r.tCJtOM£NT wit CCFPER PIN I N 52031.29 M ~ ~ ('oj E 397209.25 M N IE I" :t'"" (N 170708.338 FT) So 'ft (N 1303179.999 FT) ~l: ~ I-Ir-:'=-:" __ -30' R<Wl EASBDT REC. NO. 3042285 I: lO' .ASHIffCTatj HAMAl. GAS CCIIPAHY EASBDT REC. NO. 5093010 a: 60731187 1315.34 CITY OF RENTON CONlROL POINT 11868 N 50418.73 M E 397U50.91 M o S z ", ('oj ,.: ..... ('oj - (N 1303021.403 FT) 2,9 / F'OUfI) 3" COioiCMlE J? I: PUNCH C»4' 8-23-91 HELD Rl' LINE 29 ---- 1322.55 __ --- l eN 185-409.225 FT) ~ ___ -IN::J --~;-::: -----(2645.40 MEAS)---1 32 N86'50'IS-E 2645.11 f'OtK) WALDORF' PlUG ON 0.4' IN CASE <»4 10-31-97 31 32 HElD POS1~ CITY OF RENTON PORTION OF LOT IJNE ADJUSTMENT LUA-O~-0~9-LLA LND-30-0279 colE \.,; ~DESIGN J qr , HE 29fII ,."". SIIh J 0 J ••• "" WoN.'., 9800.7 .42J.'84.7177 hM .42".184.7963 !NGINE!RING " PLANNING· SUIVEYING SW 1/4 of SW 1/4, S. OWN. BY DATE L.R.B. 1 15/03 CHKO. BY SCALE 1-.200' 29 T.23 R.~ JOB NO. 01052 SHEET 2 OfF 3 CITY OF RENTON LOT LINE ADJUSTMENT LUA-04-<M-9-LLA LND-30-0279 APPROVAL ---:..:..... DAY OF JIA I ~ ,20!2!l 2 I ,.., I/fIff " tJt epartment ____ , 20_ Kin<IJ County AI.essor Deputy Kln<IJ County Ass.saar RECORDING NO. I I I I I 10' PAOFlC NORlliWEST BELL TELEPHONE CO. UNDERGROUND COMMUNICA TlON UNES EASEhlENT REC. NO. 7601020328 at 9207159001 , UNPLATTED FNO. 4"X4" CONC. MOO W/2" BRASS DISK W!pUNCH 0.32' NORlli Of UNE N. UNE SW 1/4. SW 1/4. SEC. 29-23-5 N88"03'11 "E 1318.65 30' INGRESS AND EGRESS EASEMENT REC. NO. 5335457 -------l- WES1£RL Y UhllT Of 30'~. ~W:iN~ND EGR~OlD LOT UNE I --------------,---------T , ----------------- STA8l.£ N88"03'11"E -' ~20.26 --J.-+---l- -NEW LOT LINE l 30' N88"03'11"E 119.19 I ~,'~~-L~~~~~~----I 2 , 3O.-t-.... CITY OF RENTON ADDRESS OLD LOT LINE HOUSE SCALE: 1" = 30' t 15 30 I_II--------t BASIS OF BEARINGS N8e-,o'15"E KCAS. AI.OHO nt[ SCIUlli LH (7 nt[ $WI/4 OF !!C11OH 21-23-5 AS St10WH ON [SIll ft[COftl) OF !Uft~. (~ HOlE 1 OF MF'ERENCES) LEGEND o • 1/'¥' )( 24-REBAR .TH 'WIlLOW PLAS11C eN' STAWPED -COM: 31555- FOUND 1/2" MIlAR .TH 'tU.LOW PLASlIC CAP ST....-m "COM: 3042r NEW LOT UNE PARCEL A coRE \,; . ¢1'" DESIGN J glJ Nf ~ ".,. SvIfe 101 ....... WCIIIIIIng... H007 42S.1UJ877 "1( 42S.'U..79U ENG/NEEI/NG· PLANNING· SUIVEY/NG LAND SURVEYOR'S CERTIFICATE Thl. LOT UNE ADJUSTMENT correctly repr •• ent. o survey mode by m. or under my direction in conformance with .tate. and county .tatutIJ In DECEMBER, 2003. Y--' . .\~"" .. ~09.!!d\j ........ . Certlflcat. No. ...~~1 .. .. --q 114.59 N88"03'11 "E 120.2& 5T VICINITY MAP 1" -3000'::1: RECORDER'S CERllFICA TE filed fOf" record thls ........... day of .. ....... ,20 ....... at ...... M In book ......... PARCEL 3521 CEDAR AYE. S. A I I I PARCEL 3515 CEDAR AVE. S. a ~I vsl ~I ~, I ~I ~ -~ V'I ~It) -,J, ~N V'IJ, ~N ::Je,j L.J~ AREA BEFORE l.L.A PARCEL 432,075:1: SQ. FT. A (9.9190:1: AC.) PARCEL 9,&21:1: SQ. FT. a (0.2209~ AC.) TRACT 20,3!50~ SQ. FT. A (0.4872:1: AC.) ~I ~ '" I~ I ~---.-30' INGRESS AND EGRESS EASEhlENT I REC. NO. 5335457 I I I -I I I , I . I I I 30', I t---10' WASHINGTON NATURAL GAS COMPANY EASEMENT REC. NO. ..-o z ~093010 & 6073887 1---30' PUGET SOUND POWER AND UGHT COMPANY EASEMENT REC. NO. 2870911 te---30' INGRESS AND EGRESS EASEMENT REC. NO. 5341025 REFERENCES MEA AFTER LLA 434,008:1: SQ. FT. (9.ie55:1: AC.) 7,598:1: SQ. FT. (0.1744:1: AC.) 28,892:1: SQ. FT. (0.&&.33:1: AC.) t. "'CON) OF ~ BY ow DAlID MC2:I la, 1 .. NG MCQN)IJ) IN lOOK 70 (7 SJR\t:YS, PAGE 172. UNDER MCORDING NO. 1001101004, RECOM>S OF KING COUNTY, WASHtNCTON. PORllON OF' of ........ at pag .......... at the requ •• t of SW 1/4 of SW 1/4, S. 29 T. 23 R.~ . . .. .. ......... ..... .. . ........................... . M9f". Supt. of Record. OWN. BY R.K.B. CHKD. BY DATE JOB NO. 10/1~/03 01052 SCALE SHEET 1 "-JO' 3 OF 3 I g o '" :Z o iii '" ~ NOTE: SET METER LOCATIONS AT 1 FT. BEYOND SIDEWALK/CURB (TYP.) NOTE: DEVELOPER/CONTRACTOR RESPONSIBLE TO VERIFY LOCATIONS OF EXIST. AC AND 01 WATER MAINS PRIOR TO CONSTRUCTION. NOTE: WATER MAIN TO BE INSTALLED UNDER STORM SEWERS UNLESS OTHERWISE NOTED. NOTE: FINAL FIRE HYDRANT LOCATIONS SUBJECT TO CITY OF RENTON FIRE MARSHAL PERMIT. 50 0 50 ~. 1CIl!!!ll::l~' =====' SCALE IN FEET 100 I 38 --- 35 36 37 38 ~,~ ----/ ~ __ ~~QLWEfJl. __ --- .35TH T. 39 40 41 IU-------rm 42 41 42 I I-STD. 4"BO ASSY. (IN PAVING) 43 x PROPOSED RETAINING WALL (TYP.) 45 44 x SE 29-23-5 45 J 'I / c ~I II t@~. VERI CATION OF-;=p...-, 1 II ~I X. METER 8f. SERVICE FOR I 15"P II ~I X. HOUSE PRIOR TO I ~ CONSTRUCTION. MAINTAIN L_ I,i 01 SERVICE DURiNG " }"I ~ ~ CONSTRUCTION AND ADJUST L ',' 1.51 \R LOCATION AS REO·D. TO FIT A!:--?~S~~~~~~:2~~~ NEW STREET IMPR?VEMENTS. I I iN;,-;;-- - - - - EX.WV STREET -DEAD ENDS 1-SID. 4"BO ASSY.1=~='~5~0~_-f.L~~?~~~~~~~~f_f~;~~;~~~=-:::::~~ (IN PAVING) ---EX.FH 46 I SE 172N 3' rr=--'--""L _ II EX. HOUSE -, II (NOT PART I . en NOTE: CONNECT TO "'I EX. WATER MAIN FOR ~ E LOT 50 WATER SERVICE 3:~'~ - - ---ul 1-4"TEE (FLxFL) 2-4"GV (FLxMJ) 1-4· ADAPT, (FLxMJ) 2S·PERM.ESMT • .....I.IIO++:: 40 43 93' -4·01-.... " 47 2S'PER~SMT·1t1t:n------I S'TYP. L'-....9~0!2.. -..I L-I I L-__ .J CONC. PAD w ~ ~ ~I 1.51 REMOVE EX. BO ASSY. & II CONNECT TO EX. S"DI ~1------"72' -4"01 --- ------------- ---Ulo-I-~I_:2S'PERM,ESMT. -13·TYP. lO'MIN. WTR SWR. SEPARATION 11 (TYP.) --------_L..->,,/, J ---- WI 1-S" GV (MJxMJ) WI I TIE-DOWN BLOCK I I I I I I I I 1-S"xS"TEE (FLxFL) I 2-S"GV (FLxMJ) I /' I I' 1-S"ADAPT. (FLxMJ) I I 141'-4"01 I > > I : I, I@)II 2S·PERM.ESM T,-t1t::l=W 6'TYP. I ~ .. ~ 10 _ I IJ= r?0, I 0',0 13 PRIVATE ACCESS I '3J1 I I ~I'~ ROAD (TYP.) 2 1 I 1 I I I 15al .al , I I 00 IJ= I EX.FH I <w . ~ ADJUST G TO BE : /, / ' r --b I ~ .~ 3' 9 8 3 4' CLEAR OF CURB I 1 I W /ill., I J~=1"8=",l~~~l:~~JJII;_i~!~~w.J~~~-1~4~~F"1.1-(:~:ID;p~::~:~g:)~A.S.SY~·~~ __ ::0I:~/~7~~~~~';~~~c:~.~~~~~LJ~·IF~{t:~~~~()~.~'~~!~t:~--~~~1i':r'~ " ©b ~ II I ~.11: ~ ' __ -w ~ ________ ------4 fON PI 'ESS'RE ZONt: :1;: I "1. g I!l i C/) \Nl \Nl ~ \R OJ OJ 104 1 05 ~.' :~i ~I I~ ~ ~ : f 96 75 ~ 102 103 TRACT A ,..,." . fA \ll.,.J 100 101 1S'TYP. """ I~ /l!I) ~ I 97 98 )- • I I, , , 78 I 76 I ., 1 'x' I : I I I'" =iJ =iJ I : : ~/ I I : : , =iJ =iJ Q--I , , I ~ = EX.FH I I EX §llLJI~EtL __ - - - - - -... All. ON SITE .:: I I ____ ~ _ - - - - - -.... -~.... EX. 30' INGRESS--#-J.4.I-I' I "'" ~ I 99 EX.FH S.36 H PL. ..... ::::::::.::...:=--------.... AND EGRESS ES/.AT. "'/6 = -.... ,.. ~ "I llil.IE; FIELD VERIFY I ~ I LOCATION OF WATER I 80 110 111 112 113 79 114 115 I I MAIN PRIOR TO . I . " " ,CONSTRUCTION., (\ ,,}: I \ r I / ~I \ / .~\\-\ "li-// ,. ~I .f'. "",",C. , -Y-~r-S!, /'" ~'~" " ,I,l; I / C"'U. ,. :a k~ c, ~'L""" <c.~ } " ,// c: __ y,\~-'"I-!'.i~_' (.\ .. '::.1, r 4'r,/lr __ -.iS~E::..J1Ll..:74~-T!:..!--H~~::;..;T-=-. / /1 / / ... ...,."'._, I " 'c _ -..,l-~:r-"""I--_E)(·8 ~ ~E~Xo.!"WV~'~s_ X.WV EXIST. SCWSD PRVU2 VAULT REMOVE EX. BO ASSY. & CONNECT TO EX. S"AC WI 1-S"GV (MJxMJ) wi I TIE DOWN BLOCK I 1-S" 90' BEND (MJxMJ) @ WATER GENERAL NOTES: (REVISED 09126101) 1. AI.L WORK SHAl.L BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF SODS CREEK WATER AND SEWER DiSTRICT, ALSO REFERRED TO HEREINAFTER AS "DISTRICT". 2. TYE DEVELOPER SHAl.L FURNISH THE DISTRICT A COPY OF THE COMMERCIAL AND/OR SUBDIVISION PLANS APPROVED By THE GOVIERNING AGENCY PRIOR TO ANY WATER MAIN CONSTRUCTION. 3. PillOR TO CONSTRUCTING ANY WATER MAINS, THE APPROPRIATE STREETS ANO LOTS SHALL BE CLEARED, GRADEO, ""'0 STAKED BY THE DEVELOPER AND ALL EXISTING UTIUTIES SHALL BE LOCATED BY THE CONTRACTOR. 4. FOLLOWING WATER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRING THE MAINS TO BE RECONSTRUCTED SHAll BE MADE AT THE DEVELOPER'S EXPENSE. RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR INSPECTING SUCH RECONSlRUCTION SHALL BE CHARGED TO THE DEVIELOPER IN ADDITION TO THE STANDARD CHARGES, AND SHAl.L BE PAID BEFORE ACCEPTANCE BY THE DISlRICT. 5. NO WATER SERVICE CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF THE BILL OF SALE AND ALL EASEMENTS. MAKE APPLICATION TOSOOS CREEK WATER AND SEWER DISlRlCT FOR WATER METER INSTALLATION FOR EACH WATER SERVICE CONNECTION PRIOR TO MAKING CONNECTION. BILL OF SALE WILL NOT BE PROCESSED UNTil. PUGET SOUND ENERGY HAS INSTALLED THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS. 6. ALL COSTS OF WATER MAIN RE·STAKlNG SHAll BE PAID BY THE DEVELOPER. 7. PROPERTY CORNERS SHAl.L BE PINNED WITH REFERENCE TACK ON CURBS BY THE DEVELOPER. 8. CONTRACTOR SHALL NOTIFY SOOS CREEK WATER AND SEWER DISTRICT AT (253) 630-9900 TO SCHEDULE A PRE-CONSTRUCTION MEETING AT THE DISlRlCT OFFICE. AFTeR THE PRE-CONSTRUCTION MEETING THE CONTRACTOR SHALL NOTIFY THE CONSlRUCTION REVIEW REPRESENTATIVE FOR SODS CREEK WATER AND SEWER DISTRICT AT LEAST 48 HOURS (REGUlAR WORKING DAYS) BEFORE STARTING WORK 9. CONTRACTOR SHAlL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMIT REQUIREMENTS. INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE. SH.NO. 1 2 3 4 5 10'TYP PROP. SS MH 1-4· 11.25· BEND (MJxMJ) 4"01 SPOOL x LENGTH REO'O. 1-S"x4"TEE (FLxFL) 1-S·x4"RED, (FLxFL) 2-4·GV (FLxMJ) 1-S" ADAPT. (FLxMJ) 8"01 SPOOL x LENGTH REO·D. 1-S"x4"TEE (MJxFL) 1-4"GV (FLxMJ) 10'-4"01 1-4" 11.25· BEND (MJxMJ) CENTERUNE OF S. 36TH STREET DETAIL 1 N.T.S. SHEET INDEX DESCRIPTION WATERMAIN PLAN, NOTES & VICINITY MAP CONSTRUCTION PROVISIONS MATERIALS & SURFACE RESTORATION WATER DETAilS WATER DETAilS FEB 11 2004 PRELIMINARY N I r "' 00 c: .... Q) Q) c: 00 c: W --.-:z: .c ..... ~ ... "- It o U) f:l Z <:>~ >-III b '" JI ~ U) :. "' It -o a= "' N " .... -... o 0::: ~Itlt U) i! !;' 0::1-W () z w I-__ 0 z=> ~ 0::1-(J) w > ffi ~ ~~ ~ 0::: wOw C§ ~ ffi ~ ~ () > :1: LJ.. > 0::: 0 C/)W ~ I- NOTE: ALL WORK AND MATERIALIN SE 174TH 0 u, « <C: ST. SUBJECT TO KING COUNTY RIGHT ~ 0;'; s: ~ BURIED UTILITIES IN AREA NOTE: AT CONNECTION TO EXIST. WATER MAINS. OF WAY CONSTRUCTION PERMIT C/) V~"'£Air NOTE: DEVELOPER/CONTRACTOR RESPONSIBLE DEVELOPER/CONTRACTOR RESPONSIBLE TO OFF!~PI,A.tv. C!i CALL BEFORE YOU DIG TO REMOVE ANY EXISTING (DOMESTIC USE) COORDINATE REMOVAL. REPLACEMENT. AND AfAr NrON ~ 1-800-424-5555 WELL AND/OR EXISTING SEPTIC TANK AND RESTORATION OF PROPERTY OWNERS NOTE: ALL WORK AND MATERIAL IN CEDAR '2 "0, '" EXISTING UTIUTIES SHO'M-I ARE FROM I, IMPROVEMENTS AND LANDSCAPING SUBJECT ,~ ('"1 W THE BEST AVAILABLE INFORMATION AND DRAINFIELD FROM SERVICE ACCORDING AVE.S. (104TH AVE. SE) SUBJECT TO ,I ~ NO GUARANTEE IS MADE AS TO THE TO HEALTH DEPARTMENT REQUIREMENTS. TO SCWSD EASEMENT REQUIREMENTS. CITY OF RENTON RIGHT OF WAY BASt: MAP C- ~ EXACTSIZE,TYPE, LOCATION OR DEPTH. CONSTRUCTION PERMIT VICINITY MAP SHE£T 1 OF 5 t-~~ ______________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ ~D:RA=W~IN:G~~C~2~.~O~1~4!_.J ~ I!! « Q '" Z ~ o ...J CONSTRUCTION PROVISIONS 1. STANDARD SPECIFICATIONS ALL WORK, MATERIALS AND TESTING SHALL CONFORM TO THE STANDARDS OF SOOS CREEK WATER & SEWER DISTRICT AND THE "2000 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" PREPARED JOINTLY BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND lHE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION, AND HEREINAFTER REFERRED TO AS lHE "STANDARD SPECIFICATIONS,· EXCEPT AS HEREIN MODIFIED. 2. TRENCH EXCAVATION, BEDDING AND BACKFILL ALL WORK WITHIN THE RIGHT-OF -WAY SHALL COMPLY WITH ALL PERTINENT PERMITS, THE GOVERNING AGENCY'S ROAD STANDARDS, AND lHE STANDARD SPECIFICATIONS. ALL MATERIAL FROM CLEARING AND GRUBBING SHALL BE HAULED TO AN APPROVED WASTE DISPOSAL SITE PROVIDED BY lHE CONTRACTOR. WHEN TRENCHING THROUGH EXISTING PAVEMENT, THE PAVEMENT SHALL BE CUT ON A NEAT-LINE BY SAW- CUTllNG. JACK-HAMMERING OR OTHER APPROVED METHOD TO PROVIDE A CONTINUOUS LINE. TRENCH SIDES SHALL BE KEPT AS VERTICAL AS POSSIBLE GIVEN THE SOIL CONDITIONS. COMPACTION AND RESTORATION SHALL BE DONE AS DETAILED BELOW AND IMMEDIATELY AFTER THE TRENCH BACKFILL IS PLACED, SO AS TO CAUSE THE LEAST DISRUPTION TO TRAFFIC. CEMENT CONCRETE PAVEMENT SHALL BE CUT 1 FOOT OUTSIDE THE EDGE OF THE TRENCH ON EACH SIDE. ANY TRENCH EXCEEDING FOUR FEET IN DEPTH SHALL BE PROVIDED WITH ADEQUATE SAFETY SYSTEMS MEETING THE REQUIREMENTS OF THE WASHINGTON STATE INDUSTRIAL SAFETY AND HEALTH ACT (WlSHA), CHAPTER 49.17 RCW. AND ALL REGULATIONS ADOPTED PURSUANT THERETO. CONTRACTOR SHALL HAVE A STRUCTURAL ENGINEER REVIEW AND STAMP ANY AND ALL SHORING PLANS AND CALCULATIONS. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND THE DISTRICT AND THE ENGINEER ASSUME NO RESPONSIBILITY. WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS SUITABLE FOR PIPE BEDDING, THE BOTTOM SHALL BE HAND FINISHED TO GRADE SO THAT THE PIPE WILL HAVE UNIFORM SUPPORT ALONG THE BARREL AND BELL. AFTER THE PIPE IS IN PLACE ADDITIONAL HAND SELECTED NATIVE MATERIAL MEETING THE REQUIREMENTS FOR BEDDING MATERIAL SHALL BE PLACED AND TAMPED AROUND THE PIPE FOR A MINIMUM OF 4 INCHES ABOVE THE CROWN OF THE PIPE. WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS STONY OR OTHERWISE NON-UNIFORM THE TRENCH SHALL BE OVER~EXCAVATED A MINIMUM OF 6 INCHES BELOW THE SPECIFIED GRADE AND A LAYER OF PIPE BEDDING MATERIAL SHALL BE FURNISHED AND PLACED BY THE CONTRACTOR TO THE SPECIFIED GRADE. AFTER THE PIPE IS IN PLACE ADDITIONAL HAND SELECTED NATIVE MATERIAL MEETING THE REQUIREMENTS FOR BEDDING MATERIAL SHALL BE PLACED AND TAMPED AROUND THE PIPE FOR A MINIMUM OF 4 INCHES ABOVE THE CROWN OF THE PIPE. IF THE NATIVE MATERIAL AT THE TRENCH BOTTOM IS UNSUITABLE FOR FOUNDATION PURPOSES OR WILL HAVE DIFFIClJL TY PROVIDING UNIFORM BEARING FOR THE PIPE, SUCH MATERIAL SHALL BE REMOVED AND REPLACED WITH A MINIMUM OF 6 INCHES OF COMPACTED FOUNDATION MATERIAL. THE BEDDING MATERIAL SHALL BE CARRIED UP EVENLY ON BOTH SIDES OF THE PIPE SIMULTANEOUSLY IN APPROXIMATELY 6-INCH LAYERS AND EACH LAYER THOROUGHLY COMPACTED WITH APPROPRIATE TOOLS IN SUCH MANNER AS TO AVOID INJURING OR DISTURBING THE COMPLETED PIPELINE. ALL BEDDING AND NATIVE MATERIAL SHALL BE STORED AWAY FROM THE EDGES OF EXCAVATION AND OFF THE PAVED ROADWAY AND SHOULDER. ALL TRENCH BACKFILL SHALL BE MECHANICALLY COMPACTED TO 95% OF MAXIMUM DENSITY WITHIN THE RIGHT-OF- WAY AND IN ALL AREAS (PAVED AND UNPAVED) WHERE STREETS. ROADWAY SHOULDERS, DRIVEWAYS. SIDEWALKS. OR PARKING LOTS WILL BE CONSTRUCTED OR RECONSTRUCTED OVER THE TRENCH EXCEPT FOR TRENCHES OVER 8 FEET IN DEPTH. WHEN THE TRENCH DEPTH EXCEEDS 8 FEET. TRENCH BACKFILL UP TO 4 FEET FROM THE TOP OF THE TRENCH MAY BE WATER SETTLED OR MECHANICALLY COMPACTED TO 90% OF THE MAXIMUM DENSITY. THE REMAINING TOP 4 FEET OF THE TRENCH SHALL THEN BE MECHANICALLY COMPACTED TO 95% OF THE MAXIMUM DENSITY. IN UNPAVED AREAS AND OTHER AREAS NOT SUBJECT TO VEHICULAR TRAFFIC, TRENCH BACKFILL FROM THE PIPE TO WITHIN 3 FEET OF THE SURFACE SHALL BE COMPACTED TO 90% OF THE MAXIMUM DENSITY. THE UPPER 3 FEET SHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY. ALL DENSITIES SHALL BE DETERMINED BY TESTING PER THE MODIFIED PROCTOR METHOD, ASTM 01557. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING DENSITY TEST REPORTS CERTIFIED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. A MINIMUM OF ONE TEST SHALL BE TAKEN WITHIN EVERY 500 FEET OF TRENCH LENGTH AND AT DEPlHS UP TO 50% OF TRENCH DEPlH. OR AS DIRECTED BY THE RESIDENT PROJECT REPRESENTATIVE OR GOVERNING ROAD AGENCY. COMPACTION OF LATERALS OR SERVICE LINE lRENCHES SHALL BE TESTED WHERE DIRECTED BY THE RESIDENT PROJECT REPRESENTATIVE OR GOVERNING ROAD AGENCY. TESTING OF CDF SHALL BE IN ACCORDANCE WllH ASTM 04832. BACKFILL SHALL BE PLACED IN UNIFORM LOOSE LAYERS NO MORE lHAN 12-INCHES lHlCK AND MECHANICALLY COMPACTED AS SPECIFIED. IN ANY TRENCH WHERE lHE SPECIFIED COMPACTION CANNOT BE ACHIEVED WllH NATlVC BACKFILL. lHE TOP 4 FEET SHALL BE REPLACED AND COMPACTED TO 95% OF lHE MAXIMUM DENSITY WITH IMPORTED BANK RUN GRAVEL. THE ENGINEER RESERVES lHE RIGHT TO REQUEST A COMPACTION llEST AT ANY TIME ON lHE BACKFILL MATERIAL. IN TRANSVERSE CUTS TO lHE ROAD ALIGNMENT AND AT ALL UTILITY CROSSINGS. lHE ENTIRE TRENCH SHALL BE BACKFILLED WITH CRUSHED SURFACING. BACKFILL SHALL BE PLACED AND MECHANICALLY COMPACllED IN 1-FOOT MAXIMUM LIFTS. AFTER BACKFILL AND COMPACTION. AN IMMEDIATE COLD MIX PATCH SHALL BE PLACED AND MAINTAINED IN A MANNER ACCEPTABLE TO lHE GOVERNING AGENCy'S INSPECTOR UNTIL REPLACED WITH A PERMANENT HOT MIX PATCH. ALL PIPE AND FITllNGS SHALL BE LAID "IN lHE DRY" UNLESS OlHERWISE APPROVED BY ENGINEER. TRENCH EXCAVATIONS SHALL BE DEWATERED BY USING WELL POINT SYSTEMS, SUMPS WITH PUMPS OR OTHER METHODS APPROVED BY THE ENGINEER. DEWATERING SYSTEMS SHALL BE USED IN ACCORDANCE WllH GOOD STANDARD PRACTICE AND SHALL BE EFFICIENT ENOUGH TO LOWER lHE WATER LEVEL IN ADVANCE OF lHE EXCAVATION AND MAINTAIN IT CONTINUOUSLY TO KEEP lHE TRENCH BOTTOM AND SIDES FIRM AND DRY. CONTRACTOR SHALL SUBMIT lHE DEWATERING PLAN TO ENGINEER FOR REVIEW AT LEAST 10 DAYS PRIOR TO COMMENCING ANY DEWATERING WORK. ALL DEWATERING EFFLUENT SHALL BE ROUTED lHROUGH A DEWATERING POND PRIOR TO RELEASE. GROUNDWATER SHALL BE CONTROLLED SUCH lHAT SOFTENING OF THE BOTTOM OF EXCAVATIONS OR FORMATION OF "QUICK" CONDITIONS OR "BOILS" DURING EXCAVATION SHALL BE PREVENTED AND NO SOIL SHALL BE ERODED INTO lHE EXCAVATION FROM THE SIDES OF EXCAVATION. DEWATERING SYSTEMS SHALL BE DESIGNED AND OPERATED SO AS TO PREVENT REMOVAL OF lHE NATURAL SOILS. CONTRACTOR SHALL AT ALL TIMES HAVE ON HAND SUFFICIENT PUMPING EQUIPMENT AND MACHINERY IN GOOD WORKING CONDITION FOR ALL ORDINARY EMERGENCIES. INCLUDING POWER OUTAGES. AND SHALL HAVE AVAILABLE AT ALL TIMES COMPETENT WORKERS FOR lHE OPERATION OF SAID EQUIPMENT. CONTRACTOR SHALL CONTROL SURFACE RUNOFF SO AS TO PREVENT ENTRY OR COLLECTION OF WATER IN EXCAVATIONS. CONTRACTOR SHALL MAINTAIN lHE UNDISTURBED STATE OF THE FOUNDATION SOILS AND ALLOW lHE PLACEMENT OF ANY BACKFILL TO lHE REQUIRED DENSITY. lHE RELEASE OF GROUNDWATER TO ITS STATIC LEVEL SHALL BE PERFORMED IN SUCH A MANNER AS TO MAINTAIN lHE UNDISTURBED STATE OF lHE NATURAL FOUNDATION SOILS, PREVENT DISTURBANCE OF COMPACTED BACKFILL, AND PREVENT FLOTATION OR MOVEMENT OF STRUCTURES AND PIPELINES. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPL VlNG WllH ALL PERMIT REQUIREMENTS AND PROVISIONS FOR MONITORING AND MANAGING WATER DISCHARGED FROM lHE EXCAVATION. 3. COVER OVER PIPELINES THE DEPTH OF COVER FOR WATER MAINS SHALL BE 36 INCHES FOR 8-INCH DIAMETER AND SMALlER MAINS AND 48-INCHES FOR MAINS OVER 8-INCHES IN DIAMETER UNLESS PROVIDED OlHERWISE ON lHE DRAWINGS. DEPlH OF COVER AT DITCH LINES SHALL MEET THE SAME REQUIREMENTS UNLESS PROVIDED OTHERWISE ON THE DRAWINGS. EXCEPTIONS WILL BE ALLOWED ONLY WllH lHE PRIOR APPROVAL OF lHE DISTRICT. 4. CONNECTION TO EXISTING WATER SYSTEM THE CONTRACTOR SHALL NOTIFY THE DISTRICrS FIELD REPRESENTATIVE AND OTHER UTILITIES AT LEAST 48 HOURS IN ADVANCE OF ANY CONSTRUCTION AND MAKE THE NECESSARY ARRANGEMENTS WITH lHE DISTRICrS FIELD REPRESENTATIVE FOR lHE CONNECTION TO lHE EXISTING WATER MAIN. THE CONTRACTOR SHALL NOT OPERATE ANY GATE VALVE OF lHE WATER SYSTEM BEFORE, DURING OR AFTER CONSTRUCTION WITHOUT PRIOR APPROVAL OF THE DISTRICT. THE CONTRACTOR SHALL FURNISH ALL MATERIAL, EQUIPMENT AND LABOR NECESSARY FOR MAKING THE CONNECTION UNDER THE SUPERVISION OF THE DISTRICT. THE 48 HOUR NOTICE REQUIREMENT SHALL NOT COUNT SATURDAYS, SUNDAYS, AND HOLIDAYS. WORK SHALL NOT BE STARTED UNTIL ALL OF THE MATERIALS, EQUIPMENT AND LABOR NECESSARY TO PROPERLY COMPLETE WORK ARE ASSEMBLED ON THE SITE. ONCE WORK IS STARTED ON A CONNECTION, IT SHALL PROCEED CONTINUOUSLY WITHOUT INTERRUPTION AND AS RAPIDLY AS POSSIBLE UNTIL THE CONNECTION IS COMPLETED. BEFORE ORDERING MATERIALS FOR ANY CONNECTION TO AN EXISllNG WATER MAIN, CONTRACTOR SHALL EXCAVATE THE WATER MAIN AND VERIFY OUTSIDE DIAMETER OF ALL PIPES FOR DETERMINATION OF TYPES OF FITllNGS TO BE USED. CONTRACTOR SHALL COORDINATE THE WORK WITH THE CONS1RUCTION REVIEW REPRESENTATIVE FOR THE DISTRICT. 5. SEPARATION OF UTILITIES MINIMUM SEPARATION BETWEEN WATER AND SEWER MAINS SHALL CONFORM TO SECTION Cl-9.1 OF lHE CRITERIA FOR SEWAGE WORKS DESIGN AS PUBLISHED BY lHE DEPARTMENT OF ECOLOGY IN DECEMBER 1998. MINIMUM SEPARATION BETWEEN OTHER UTILITIES SHALL BE 6 INCHES WITH A SAND CUSHION. WATER MAINS SHALL PASS UNDER STORM SEWERS WHEN NECESSARY TO MAINTAIN THE MINIMUM COVER REQUIREMENTS FOR WATER MAINS. THERE SHALL BE NOT LESS THAN A SIX-INCH CUSHION BETWEEN THE WATER MAINS AND lHE STORM SEWERS. PUGET SOUND ENERGY VAULTS. HAND HOLES AND LIGHT STANDARDS SHALL BE LOCATED NO CLOSER THAN 10 FEET FROM ANY WATER MAINS. FIRE HYDRANTS, AND BLOW-OFF ASSEMBLIES AND NO CLOSER lHAN 5 FEET FROM ANY WATER SERVICES. DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATION OF VAULTS, HAND HOLES. AND LIGHT STANDARDS WllH lHE WATER MAINS. SERVICES. FIRE HYDRANTS, AND BLOW-OFF ASSEMBLIES. NO CONSTRUCTION SHALL START UNTIL lHE DEVELOPER HAS FURNISHED THE ENGINEER WITH A WORK SKETCH FROM PUGET SOUND ENERGY. 6. THRUST BLOCKING ALL FITllNGS SHALL BE BLOCKED WllH POURED CONCRETE AGAINST UNDISTURBED SOIL WllH SUFFICIENT CONCRETE AND 3/4-INCH ANCHOR RODS. IF REQUIRED. TO RESIST THE RESULTANT FORCES. BLOCKING SHALL PROVIDE FOR REMOVAL OF ANY CONNECTION TO lHE FITllNG WITHOUT DAMAGE TO lHE FITllNG. WHERE UNFAVORABLE GROUND CONDITIONS ARE ENCOUNTERED. SPECIAL BLOCKING WILL BE REQUiRED AS DIRECTED BY THE ENGINEER IN lHE FIELD. WHEN DIGGING NEAR FITllNGS ON EXISTING PIPELINES. TEMPORARY BLOCKING SHALL BE INSTALLED TO PREVENT BLOWOUTS. THRUST BLOCKING SHALL CONFORM TO lHE STANDARD DETAILS. 7. WATER WORKS TESTING TESTING OF LINES SHALL BE IN ACCORDANCE WllH SECTION 7-11.3(11) OF THE STANDARD SPECIFICATIONS. TEST PRESSURE SHALL BE THE EXISTING SYSTEM LINE PRESSURE PLUS 150 PSI. BUT IN NO CASE SHALL THE TEST PRESSURE BE LESS lHAN 250 PSI. MAINS SHALL BE DISINFECTED PER SECTION 7-11.3(12) OF lHE STANDARD SPECIFICATIONS. CONTRACTOR SHALL CUBE AND FLUSH ALL NEW WATER MAINS WHILE BEING OBSERVED BY DISTRICT AND lHE RESIDENT PROJECT REPRESENTATIVE. DISTRICT SHALL FURNISH "THE CUBES FOR lHE CONTRACTOR WHO SHALL lHEN BE RESPONSIBLE FOR CUBING lHE NEW WATER MAINS. CONTRA'CTOR SHALL COORDINATE WITH DISTRICT AND lHE RESIDENT PROJECT REPRESENTATIVE FOR lHE LOCATIONS TO BE CUBED. AFTER lHE CUBES HAVE BEEN FLUSHED FROM THE SYSTEM. THE REST OF THE FLUSHING. CHLORINATING. PRESSURE AND PURITY TESTS SHALL BE COMPLETED. DISTRICT SHALL BE RESPONSIBLE FOR COLLECTING THE SAMPLES AND OBTAINING lHE BACTERIOLOGICAL TESTS. 8. REPAIR OF PIPELINE FAILURES BROKEN OR OlHERWISE DEFECTIVE PIPE SHALL BE REMOVED AND REPLACED. REPAIR BANOS OR CLAMPS SHALL NOT BE USED TO REPAIR BROKEN PIPE. 9. JACKED CROSSING AT LOCATIONS SHOWN ON THE DRAWINGS. WATER MAIN CROSSINGS OF ARTERIAL STREETS SHALL BE MADE BY JACKING. DRIVING. OR AUGURING A STEEL CASING PIPE BENEATH THE SURFACE. ALIGNMENT AND GRADE OF CASINGS FURNISHED SHALL BE SUCH THAT NO ADDITIONAL FITllNGS ARE NECESSARY TO MAKE "THE CONNECTION. IF lHE CASING DOES NOT MEET lHlS REQUIREMENT. IT SHALL BE ABANDONED BY FILLING THE CASING WllH MOIST SAND AND A NEW CASING INSTALLED TO MEET lHE LINE AND GRADE REQUIREMENTS. NO OPEN EXCAVATION SHALL BE MADE CLOSER lHAN 6 FEET FROM THE EDGE OF PAVEMENT. DIAMETER OF CASING PIPE SHALL BE SUFFICIENT TO ALLOW INSTALLATION OF lHE WATER PIPE. WALL THICKNESS SHALL BE SUFFICIENT TO WITHSTAND INSTALLATION FORCE AND HIGHWAY LOADING WllH A MINIMUM THICKNESS OF 1/4-INCH. AFTER lHE WATER PIPE HAS BEEN ADJUSTED TO GRADE. MOIST SAND SHALL BE TAMPED INTO THE CASING PIPE SO lHAT ALL VOIDS WILL BE FILLED. MANUFACTURED CASING SPACERS lHAT PROHIBIT MOVEMENT OF "THE PIPE IN ANY DIRECTION WITHIN THE CASING MAYBE USED IN LIEU OF FILLING THE VOID BETWEEN THE WATER MAIN AND lHE CASING WALL WllH SAND. 10. WATER SUPPLY WATER SUPPLY FOR FILLING. TESTING AND FLUSHING OF lHE NEW MAINS WILL BE AVAILABLE FROM THE EXISTING DISTRIBUTION SYSTEM; HOWEVER. lHE CONTRACTOR WILL BE BILLED BY lHE DISTRICT FOR lHE WATER USED AT lHE CURRENT FIRE HYDRANT METER RATE. THE CONTRACTOR MAY PROVIDE HIS OWN METERING FACILITIES TO THE SATISFACTION OF THE DISTRICT OR ACCEPT lHE QUANTITIES ESTIMATED BY lHE DISTRICT. 11. EXISTING UTILITIES EXISTING UTILITIES SHOWN ON THE DRAWINGS HAVE BEEN PLOTTED FROM lHE BEST INFORMATION AVAILABLE TO lHE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES WELL ENOUGH IN ADVANCE OF THE EXCAVATION TO PREVENT DAMAGE DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS OPERATIONS ON THE PROJECT. lHE DEVELOPER SHALL RELOCATE OR REPLACE ANY EXISTING FIRE HYDRANTS LOCATED WITHIN 50 FEET OF "THE DEVELOPMENT TO MEET DISTRICrS REQUIREMENTS IF NEW CONSTRUCTION BY lHE DEVELOPMENT CREATES A SAFETY HAZARD OR A NON-COMPLIANT CONDITION WITH DISTRICT STANDARD SPECIFICATION REQUIREMENTS. 12. WARRANTY PERIOD lHE DEVELOPER MAKING lHE APPLICATION FOR A LINE EXTENSION. AND HIS CONTRACTOR. SHALL BE RESPONSIBLE FOR THE MATERIALS AND FOR SATISFACTORY OPERATION OF lHE FACILITY FOR A PERIOD OF ONE YEAR FROM lHE DATE OF ACCEPTANCE OF THE COMPLETED PROJECT AND THE BILL OF SALE TO lHE DISTRICT. FEB 11 ZUIl4 PRELIMINARY .-... :::c -o c::: -- l-n. ). III OJ N " ...J -I-o Il: Il: II) ~n~ BASE: MAP • ... /VED SHE:eT 2 OF 5 ~~ ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ ~~DR:A:W~IN:G~ __________ J ~ ~ '" ~ .. o '-' z MATERIALS 1. DUCTILE IRON PIPE ALL DUCTILE IRON PIPES SHALL CONFORM TO SECTION 9-30.1(1) OF THE STANDARD SPECIFICATIONS. PIPE SHALL BE CLASS 52 CONFORMING TO LAYING CONDITION TYPE 2 UNLESS SHOWN OTHERWISE ON THE DRAWINGS. AND SHALL BE LINED WITH CEMENT MORTAR PER ANSI/AWWA Cl04/A21.4-95 AND SHALL BE SEAL COATED. JOINTS SHALL BE PUSH-ON TYPES WI'TH RUBBER GASKETS. WHICH FIT INTO ANNULAR GROOVES. JOINTS AT VALVES OR ATTINGS MAY BE MECHANICAL JOINT OR FLANGED DEPENDING ON SPECIFICATION AND DRAWING REQUIREMENT. DUCTILE IRON PIPE MANUFACTURED AND DISTRIBUTED BY PACIFIC STATES CAST IRON PIPE COMPANY SHALL BE MANUFACTURED AFTER 1988. WHERE SHOWN ON THE DRAWINGS. RESTRAINED JOINTS FOR DUCTILE IRON PIPE SHALL BE U.S. PIPE FIELD LOCK GASKET SYSTEM OR APPROVED EQUAL. 2. FITTINGS FITTINGS FOR DUCTILE IRON PIPE SHALL CONFORM TO SECTION 9-30.2(1) OF THE STANDARD SPtCIFICATIONS AND MAY BE FLANGED. MECHANICAL OR PUSH-ON AS REQUIRED OR SHOWN ON THE DRAWINGS. FLANGED FITTINGS SHALL CONFORM TO A CLASS 125 PRESSURE RATING. MECHANICAL JOINTS FITTINGS SHALL BE ~ESTRAINED WITH MEGA-LUG RESTRAINING DEVICES OR APPROVED EQUAL. RESTRAINING DEVICES SHALL BE MANUF'ACTURED OF HIGH STRENG'TH DUCTILE IRON. ASTM A536. GRADE 65-45-12. BOLTS AND CONNECTING HARDWARE ~HALL BE OF HIGH STRENGTH LOW ALLOY MATERIAL IN ACCORDANCE WITH ANSI/AWWA Cll1/A21.11. ALL RESTRAINING DEVICES SHALL HAVE A WATER WORKING PRESSURE RATING EQUIVALENT TO 'THE FULL RATED PRESSURE OF THE PIPE ON WHICH 'THEY ARE INSTALLED. WITH A MINIMUM 2: 1 SAFETY FACTOR IN ANY NOMINAL PIPE SIZE. NOTARIZED CERTIFICATION FROM THE MANUFACTURER OF 'THE RESTRAINT DEVICE SHALL BE PROVIDED WITH SUBMITTALS. THE EXTERIOR OF ALL DUCTILE IRON ATTINGS SHALL BE COATED WITH BITUMINOUS PAINT. 3. FIRE HYDRANTS HYDRANTS SHALL CONFORM TO AWWA C-502. EXCEPT AS HEREIN MODIFIED. HYDRANT SHALL HAVE A MINIMUM OF 5 1/4-INCH MAIN VALVE OPENING WITH TWO 2 1/2-INCH HOSE CONNECTIONS AND ONE 4 1/2-INCH PUMPER CONNECTION. ALL PORTS SHALL BE FURNISHED WITH NATIONAL STANDARD HOSE THREAD AND 1 1/4-INCH OPERATING NUTS THAT TURN COUNTERCLOCKWISE TO OPEN. IN fiRE PROTECTION DISTRICT NO. 40. THE PUMPER CONNECTION SHALL BE EQUIPPED WITH A 5-INCH STORTZ ADAPTER MEETING OR EXCEEDING THE FOLLOWING SPECIFICATIONS. A. STORTZ ADAPTER AND CAP TO BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY. HARD COAT ANODIZED. B. fHREADED PORTION TO HAVE TWO SET SCREWS 180' APART AND NO LUGS. C. STORTZ FACE TO BE METAL WITH NO GASKETS TO WEATHER. D. STORTZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET AND SHALL BE ATTACHED TO HYURANT ADAPTER WITH 1/8-INCH COATED STAINLESS STEEL AIRCRAFT CABLE. E. CAP TO BE CONNECTED AND DISCONNECTED WITH STORTZ WRENCHES ONLY. TORQUE TO BE SUFFICIENT SO CAP CANNOT BE REMOVED BY HAND. HYDRANTS SHALL BE FURNISHED WITH A 6-INCH MECHANICAL JOINT OUTLET. TWO 3/4-INCH DIAMETER TIE RODS. A 6-INCH AUXILIARY GATE VALVE WITH VALVE BOX. AND A RISER TO SUIT TRENCH DEPTH AT EACH INSTALLATION. THE GATE VALVE SHALL BE FLANGED TO THE MAIN TEE. HYDRANT SHALL BE FURNISHED WITH A BREAK-OFF FLANGE ON THE BARREL AND A BREAK-OFF COUPLING FOR THE STEM. HYDRANTS SHALL CONFORM TO (WATER) DISTRICT STANDARDS. ALL FIRE HYDRANTS SHALL BE IOWA. M & H STYLE 929 RELIANT. MUELLER CEN"I\JRION MODEL A-423. CLOW MEDALLION OR WATEROUS PACER NO. WB-67. NOZZLES SHALL BE FITTED WITH RENEWABLE BRONZE NIPPLE LOCKED IN PLACE. MAINTAIN 3 FEET CLEARANCE BETWEEN HYDRANT AND PROPERTY OR EASEMENT LINE. TYPE 1 BLUE REFLECTIVE MARKERS AS DESCRIBED IN SECTION 9-21.1 OF THE STANDARD SPECIFICATIONS SHALL BE INSTALLED AS REQUIRED BY THE GOVERNING ROAD AGENCY. FIRE HYDRANTS SHALL BE EQUIPPED WITH STEAMER AND HOSE PORT THREADS IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL FIRE PROTECTION DISTRICT. THE HYDRANT SHALL BE CLEANSED AND PRIME COATED WITH A HEAVY DUTY BRUSH TYPE PRIMER OR APPROVED EQUAL. ALL HYDRANTS SHALL BE PAINTED WHITE WITH TWO TOP COATS OF OIL RESISTANT ENAMEL. BRUSH TYPE OR APPROVED EQUAL. THE DISTANCE FROM THE HYDRANT TO THE 6-INCH GATE VALVE SHALL BE STENCILED ON THE HYDRANT WITH 2-INCH LETTERS. DURING THE CHLORINATING PROCESS FOR THE NEWLY LAID PIPE. ALL VALVES ASSOCIATED WITH THE FIRE HYDRANTS SHALL BE OPERATED WHILE THE PIPELINE IS FILLED WITH THE CHLORINATING AGENT AND UNDER NORMAL OPERATING PRESSURE. 4. FIRE HYDRANT GUARD POSTS GUARD POSTS SHALL NOT BE INSTALLED WITH FIRE HYDRANT ASSEMBLIES UNLESS INDICATED OTHERWISE ON THE DRAWINGS OR REQUIRED BY DISTRICT. IF GUARD POSTS ARE REQUIRED BY DISTRICT. THEY SHALL BE MADE OF REINFORCED CONCRETE. 8 INCHES IN DIAMETER. 6 FEET LONG AND BURIED TO A MINIMUM DEPTH OF 3 FEET. GUARD POSTS SHALL BE SET WITH THEIR TOPS AT THE SAME ELEVATION AS THE BONNET FLANGE OF THE HYDRANT. THE EXPOSED PORTION OF THE GUARD POSTS SHALL BE PAINTED WITH 2 COATS OF EXTERIOR CONCRETE PAINT. COLOR AS DESIGNATED BY THE DISTRICT. 5. GATE VALVES GATE VALVES SHALL BE OF THE SIZE AND TYPE INDICATED ON THE DRAWINGS WITH BRONZE-MOUNTED RESILIENT SEAT WEDGING DEVICES CONFORMING TO AWWA C509. VALVES SHALL BE COATED PER AWWA C550 WITH NON- RISING STEMS. OPEN COUNTERCLOCKWISE. AND BE EQUIPPED WITH AN O-RING STUFANG BOX. VALVE END CONNECTIONS MAY BE FLANGED. MECHANICAL JOINT OR PUSH-ON AS REQUIRED OR SHOWN ON THE DRAWINGS. ALL FLANGE FACES SHALL BE MACHINED AND DRILLED TO STRADDLE THE VERTICAL CENTERLINE. VALVE STEM EXTENSIONS WITH PLATE WELDED TO OPERATING NUT WILL BE REQUIRED WHERE OPERATING NUT IS MORE THAN 4 FEET BELOW SURFACE. THE VALVE STEM EXTENSION TOP SHALL BE INSTALLED WITHIN 18 INCHES TO 24 INCHES BELOW FINISH GRADE AND SHALL HAVE A 2-INCH SQUARE OPERATING NUT AND SELF CENTERING ROCK PLATE SUPPORT. LOCK DOWN SETSCREWS SHALL NOT BE USED ON VALVE OPERATING NUT EXTENSIONS. MANUFACTURER SHALL PROVIDE CATALOG DATA. NET WEIGHT. AND ASSEMBLY DRAWINGS OF ALL VALVES TO BE PURCHASED AND INSTALLED AS WELL AS AN AFFIDAVIT OF COMPLIANCE. ALL VALVES SHALL HAVE A WATER WORKING PRESSURE RATING EQUIVALENT TO THE FULL RATED PRESSURE OF THE PIPE ON WHICH THEY ARE INSTALLED. WITH A MINIMUM 2: 1 SAFETY FACTOR IN ANY NOMINAL PIPE SIZE. 6. VALVE BOX VALVE BOX SHALL BE CAST IRON SERIES 940B AS MANUFACTURED BY OLYMPIC FOUNDRY OR APPROVED EQUAL WITH LID MARKED ·WATER". ALL BOXES SHALL BE ADJUSTED TO MATCH THE FINISH GRADE AT THE VALVE LOCATION. ALL VALVE BOX COVERS SHALL BE PAINTED BLUE. ORIENT THE VALVE BOXES SO THE "EARS' ARE SET THE SAME AS THE PIPE DIRECTION. PROVIDE 4 INCH THICK BY 2 FEET WIDE ASPHALT OR CONCRETE COLLAR AROUND VALVE BOX COVERS IN UNIMPROVED AREAS. LANDSCAPE AREAS AND EASEMENTS. 7. VALVE MARKER POSTS VALVE MARKER POSTS SHALL BE FURNISHED AND INSTALLED WITH EACH VALVE UNLESS THE VALVE IS LOCATED IN THE PAVEMENT OR IN A VAULT. NO MARKER POST IS REQUIRED FOR VALVES LOCATED IN THE PAVEMENT OR IN A VAULT. MARKER POSTS SHALL BE CONCRETE WITH 4-INCH MINIMUM SQUARE SECTION. 42-INCH LENGTH. AND SHALL BE REINFORCED WITH ONE 3/8" X 39" BAR OF REINFORCING STEEL. MARKERS SHALL BE PLACED AT THE EDGE OF THE RIGHT-OF-WAY OPPOSITE THE VALVE OR AS DIRECTED BY THE ENGINEER WITH 18 INCHES OF THE POST EXPOSED ABOVE GRADE. THE EXPOSED PORTION SHALL BE PAINTED WITH TWO COATS OF WHITE EXTERIOR CONCRETE PAINT WITH THE SIZE OF THE VALVE AND THE DISTANCE IN FEET AND INCHES TO THE VALVE STENCILED WITH BLACK PAINT ON THE FACE OF THE POST USING A STENCIL THAT WILL PRODUCE LETTERS TWO INCHES HIGH. 8. WET TAPS TAPPING SLEEVE SHALL BE JGM 412 STEEL OR ROMAC "SST" STAINLESS STEEL SLEEVES WI'TH FULL COVERAGE RUBBER GASKET. OR APPROVED EQUAL. VALVE SHALL BE A RE51LIENT SEATED VALVE MADE FOR TAPPING. U.S. PIPE METROSEAL 250 OR APPROVED EQUAL. REFER TO THE GAiE VALVE DESCRIPTION FOR ADDITIONAL DETAILS. SUBMITTALS REQUIRED FOR ALL WET TAP MATERIALS. 9. WATER SERVICES AND METERS NEW SERVICE LINES SHALL BE CLASS 200. HI-MOL OR APPROVEP EQUAL AND SHALL CONFORM TO 'THE DRAWINGS. STANDARD DETAILS AND SECTIONS 9-30.6 AND 9-3O.6(3)B OFrHE STANDARD SPECIFICATIONS. INSTALL PLASTIC- COATED 16-GAUGE COPPER TRACER WIRE ALONG TOP OF ALL PI.ASTIC SERVICE PIPES. ATTACH BARE WIRE TO ANGLE AND CORPORATION STOPS. CONNECTIONS FROM PIPE TO ANGLE AND CORPORATION STOPS SHALL BE WITH COMPRESSION PACK JOINTS. METER BOX SHALL BE AS CALLED OUT ON THE SERVICE DETAIL ON THE DRAWINGS. METER BOXES LOCATED IN DRIVEWAYS OR SIDEWALKS SHALL BE A TRAFFIC BEARING BOX AND COVER AS APPROVED BY THE DISTRICT. WATER SERVICES SHALL BE LOCATED BY MUTUAL AGREEMENT BETWEEN DEVELOPER. DISTRICT. AND OTHER UTILITY COMPANIES. PAINT SERVICE LOCATIONS ON CURB WITH BLUE PAINT. METER BOXES SHALL BE FURNISHED BY DEVELOPER/CONTRACTOR AND INSTALLED BY CONTRACTOR. IF METER BOXES ARE LOCATED IN DRIVEWAYS OR SIDEWALKS TRAFFIC BOX AND COVER MUST BE APPROVED BY TIiE DISTRICT AND FURNISHED BY THE CONTRACTOR. TOUCH READ METERS AND LIDS SHALL BE PROVlDl::D ON ALL PLATS WITH 10 OR MORE SERVICES. WATER SERVICE SHALL BE LOCATED NO CLOSER THAN 5 FEET F~OM POWER VAULTS. HAND HOLES AND LIGHT STANDARDS. ALL SERVICE LINES SHALL BE ONE-INCH MINIMUM. AND SHALL BE CONTINUOUS AND UNSPLICED FROM CORPORATION STOP TO METER AND SHALL HAVE 6 INCHES OF SAND BEDDING SURROUNDING THE SERVICE LINE. EXPANSION LOOPS ARE TO BE HELD AS FLAT AS POSSIBLE WITH NO REVERSE GRADE. WATER MAIN SERVICE SADDLE AND CORPORATION STOP WITH COMPRESSION ADAPTER ~;HALL BE LOCATED AT APPROXIMATELY 10' ABOVE SPRING LINE PER THE STANDARD DETAIL SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL NOT BACKFILL ANY SERVICE LINES UNTIL ALL BRASS FITTINGS ASSOCIATED WITH THAT SERVICE LINE HAVE BEEN INSPECTED AND ACCEPTED BY THE DI~;TRICT. EXISTING WATER SERVICES WHICH NEED TO BE ABANDONED SHAI.L BE DISCONNECTED AT THE WATER MAIN CORPORATION STOP. THE CONTRACTOR SHALL COORDINATE WlTl1 'THE DISTRICT'S REPRESENTATIVE AS REQUIRED. 10. IMPORTED GRAVEL MATERIAL PIPE BEDDING SHALL CONFORM TO SECTION 9-03.15 OF THE STANDARD SPECIFICATIONS. FOUNDATION GRAVEL SHALL CONFORM TO SECTION 9-03.17 OF THE STANDARD SPECIF"ICATIONS. BANKRUN GRAVEL FOR TRENCH BACKFILL SHALL CONFORM TO SECTION 9-03.19 OF THE STANDARD SPECIFICATIONS. EXCEPT AT TRANSVERSE CUTS TO THE ROAD ALIGNMENT OR AT UTILITY CROSSINGS. WHICH SHALL BE BACKFILLED WITH CRUSHED GRAVEL SURFACING. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND DISPOSING OF ANY EXCESS EXCAVATED SOIL MATERIAL AT AN APPROVED DISPOSAL SITE. 11. CRUSHED GRAVEL SURFACING CRUSHED GRAVEL SURFACING SHALL CONFORM TO THE REQUIREMENTS OF SECTION 9-03.9(3) OF THE STANDARD SPECIFICATIONS. 12. ASPHALT CONCRETE PATCH AND OVERLAY ASPHALT CONCRETE SURFACING FOR PATCHING AND OVERLAY SHALL CONFORM TO SECTION 5-04.2 AND 5-04.3 OF THE STANDARD SPECIFICATIONS. ASPHALT CONCRETE SURFACING SHALL MEET CLASS B GRADING REQUIREMENTS. SURFACE RESTORATION 1. OFFSITE SURFACE RESTORATION ALL PAVED OR UNPAVED SURFACES OR EASEMENTS SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED PRIOR TO CONSTRUCTION. ALL TREES. SHRUBS AND OR OTHER IMPROVEMENTS SHALL BE SAVED. RELOCATED. OR REPLACED BY CONTRACTOR UNLESS NOTED OTHERWISE ON THE DRAWINGS OR IN THE EASEMENT STIPULATIONS. RESTORATION SHALL BE TO THE SATISFACTION OF THE DISTRICT. PROPERTY OWNER. OR GOVERNING ROAD AGENCY. PRECONSTRUCTION PHOTOGRAPHS SHALL BE USED TO APPROVE RESTORATION. 2. ROAD SHOULDER RESTORATION WITHIN RIGHT-OF-WAY THE EXISTING SURFACING OF DISTURBED ASPHALT SHOULDERS SHALL BE REMOVED TO A MINIMUM DEPTH OF 6 INCHES BELOW ORIGINAL STREET GRADE TO PROVIDE FOR PLACEMENT OF THE NEW SUBGRADE AND PAVING. THE SUBGRADE SHALL BE CONSTRUCTED OF 1 1/4-INCH MINUS CRUSHED SURFACING BASE COURSE PLACED TO A COMPACTED THICKNESS OF 2 1/2 INCHES. FOLLOWED BY 5/8-INCH MINUS CRUSHED SURFACING TOP COURSE PLACED TO A COMPACTED THICKNESS OF 1 1/2 INCHES. CLASS B ASPHALT CONCRETE SHALL THEN BE PLACED AND COMPACTED IN 2-INCH LIFTS UP TO A MAXIMUM 4-INCH THICKNESS TO MATCH EXISTING PAVEMENT THICKNESS. MINIMUM THICKNESS SHALL BE 2 INCHES. THE SHOULDER SHALL BE REPLACED TO THE EXISTING FOG LINE IN AREAS WHERE THE EXISTING ASPHALT SHOULDER IS SERIOUSLY DISTURBED. OR AT THE ENGINEER'S DISCRETION. RESTORATION OF GRAVEL SHOULDERS SHALL INCLUDE A MINIMUM OF 1 1/2 INCHES OF CRUSHED SURFACING TOP COURSE AND 2 1/2 INCHES OF CRUSHED SURFACING BASE COURSE. 3. ASPHALT SURFACE RESTORATION WITHIN RIGHT-OF-WAY THE EXISTING ASPHALT SURFACE SHALL BE CUT ON A NEAT LINE WITH A CUTTING DISC OR SIMILAR APPROVED TOOL PRIOR TO EXCAVATION. FOLLOWING PROPER BACKFILL AND COMPACTION OF THE TRENCH. THE EDGES OF THE SURFACING SHALL BE RETRIMMED 6 INCHES WIDER THAN THE EXCAVATION WITH STRAIGHT VERTICAL EDGES FREE FROM IRREGULARITIES. A 1 1/4-INCH MINUS CRUSHED SURFACING BASE COURSE SHALL BE PLACED TO A COMPACTED THICKNESS OF 4 1/2 INCHES. FOLLOWED BY 5/8-INCH MINUS CRUSHED SURFACING TOP COURSE PLACED TO A COMPACTED THICKNESS OF 2 INCHES. CLASS B ASPHALT CONCRETE SHALL THEN BE PLACED AND COMPACTED IN 2-INCH LIFTS TO MATCH THE EXISTING THICKNESS AND GRADE OF THE ORIGINAL SURFACE. ASPHALT PATCH SHALL HAVE A MINIMUM THICKNESS OF 2 INCHES AND A MAXIMUM THICKNESS OF 4 INCHES. THE ASPHALT PATCH SHALL THEN BE OVERLAID WITH A MINIMUM OF 1 1/2 INCHES COMPACTED CLASS B ASPHALT CONCRETE. ASPHALT OVERLAY SHALL BE PRE-LEVELED AS DETERMINED BY THE RESIDENT PROJECT REPRESENTATIVE OR ENGINEER. NO OVERLAY SHALL BE REQUIRED IF THE FINAL TRIMMED EDGE OF THE ASPHALT PATCH DOES NOT ENCROACH INSIDE THE FOG LINE OR. IN LIEU OF A FOG LINE. WITHIN 12 FEET FROM TJ.iE EXISTING CENTERLINE OF THE ROAD. ENGINEER RESERVES THE RIGHT TO . REQUIRE AN OVERLAY ON ANY SECTION. IF THE EDGE OF THE ROAD IS CURB AND GUTTER. THEN THE ASPHALT PATCH SHALL EXTEND TO THE EDGE OF THE CURB UNLESS INDICATED OTHERWISE BY THE ENGINEER OR GOVERNING ROAD AGENCY. ALL ASPHALT JOINTS SHALL BE SEALED WITH APPROVED SEALER. CONTRACTOR SHALL REPLACE EXISTING STRIPING AND PAVEMENT MARKINGS AS REQUIRED BY THE ROAD AGENCY WITH JURISDICTION. CONTRACTOR SHALL MAINTAIN TEMPORARY COLD OR HOT MIX ASPHALT PATCHES DAILY DURING CONSTRUCTION TO THE SATISFACTION OF THE GOVERNING ROAD AGENCY AND THE ENGINEER UNTIL SAID PATCH IS REPLACED WITH A PERMANENT HOT PATCH. THE PERMANENT HOT MIX ASPHALT PATCH SHALL BE PLACED AND SEALED WITH A PAVING GRADE ASPHALT WITHIN 3C) CALENDAR DAYS. CONCRETE PAVEMENT SHALL BE RtSTORED CONSISTENT WITH SECTION 6-02 OF THE STANDARD SPECIFICATIONS. ANY CONCRETE PAVEMENT TRAFFIC LANE AFFECTED BY THE TRENCHING SHALL HAVE ALL AFFECTED PANELS REPLACED. CEMENT CONCRETE PAVEMENT SHALL BE RESTORED WITH AN 8-SACK MIX. USING EITHER TYPE II OR TYPE III CEMENT WITHIN 30 CALENI)AR DAYS. 4. CURBS. GUTTERS, AND SIDEWAL.KS EXISTING CURBS. GUTTERS. AND SIDEWALKS DAMAGED BY CONSTRUCTION OF THE PROJECT OR THE CONTRACTOR'S USE AND ACTIVITY. SHALL BE REPAIRED TO THE SATISFACTION OF THE PROPERTY OWNER. THE DISTRICT. THE ROAD. AGENCY WITH JURISDICTION. AND TO ITS ORIGINAL CONDITION OR BETTER. 5. NON-PAVEMENT RESTORATION WITHIN RIGHT-OF-WAY CULTIVATED LAWNS SHALL BE RESTORED WITH SOD. RESEEDING OF CULTIVATED LAWNS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF PRCIPERTY OWNER. DISTRICT. AND ENGINEER. UNCULTIVATED LAWNS. PASTURE AND VACANT LAND SHALL BE RESTORED WITH A PASTURE GRASS MEETING THE FOLLOWING REQUIREMENTS. SEED MIX: 40% PERENNIAL RYECRASS 10% WHITE CLOVER 30% FESCUE 20% RED CREEPING rESCUE APPLY AT THE RATE OF 100 POUNDS PER ACRE MULCH: SILVA FIBER MULCH APPLIED AT 1500 TO 2000 POUNDS PER ACRE. FERTILIZER: COMMERCIAL MIX 10/20/20 OF NITRATE. PHOSPHATE AND POTASH APPLIED AT RATE OF 450 POUNDS PER ACRE. 6. FINAL UTILITY ADJUSTMENT TO FINISH GRADE ALL UTILITY COVERS WHICH ARE LOCATED ON PROPOSED ASPHALT ROADWAYS SHALL BE TEMPORARILY PLACED AT SUB-GRADE ELEVATION PRIOR TO PLACING CRUSHED SURFACING MATERIAL. ANAL ADJUSTMENT OF ALL COVERS AND ACCESS ENTRIES SHALL BE MADE FOLLOWING FINAL PAVING BY SAW-CUTTING OR NEAT-LINE JACK- HAMMERING OF THE PAVEMENT AROUND LIDS AND COVERS. OPENING SHOULD NOT BE LARGER THAN 12 INCHES BEYOND THE RADIUS OF THE COVER. CONTRACTOR SHALL THEN REMOVE BASE MATERIAL. SURFACING COURSE. AND FRAME; ADD RAISING BRICKS; AND REPLACE FRAME AND COVER TO FINISH GRADE. FILL AND MECHANICALLY COMPACT AROUND THE STRUCTURE AND FRAME WITH CRUSHED SURFACING MATERIAL OR ATB. OR POUR A 5-INCH MINIMUM THICKNESS OF CONCRETE CLASS 3000 TO WITHIN 2 INCHES OF THE SURFACE. FILL THE REMAINING 2 INCHES WITH ASPHALT CONCRETE CLASS B HOT MIX. COMPACTED AND SEALED TO PROVIDE A DENSE. UNIFORM SURFACE. FINAL ADJUSTMENT OF ALL COVERS AND ACCESS ENTRIES SHALL BE COMPLETED WITHIN 30 DAYS OF FINAL PAVING. 7. FINAL CLEANUP THE DEVELOPER/CONTRACTOR SHALL CLEANUP ALL ADJACENT AREAS IN COMPLIANCE WITH SECTION 1-04.11 OF THE STANDARD SPECIACATIONS. STREETS AND ROADWAYS SHALL BE CLEANED AND SWEPT BOTH DURING AND AFTER THE INSTALLATION WORK. DISTURBED SOILS SHALL BE FINAL GRADED. SEEDED, AND MULCHED AFTER INSTALLATION OF THE WATER MAIN. IN LIMITED AREAS SEEDING AND MULCHING BY HAND. USING APPROVED METHODS. WILL BE ACCEPTABLE. DITCH LINES WITH ERODIBLE SOIL OR SUBJECT TO RAPID FLOWS MAY REQUIRE SEEDING. JUTE MATTING. NETTING. OR ROCK LINING TO CONTROL EROSION. ANY SILTING OF DOWNSTREAM DRAINAGE FACILITIES. WHETHER DITCHES OR PIPE AND CATCH BASINS. WHICH RESULTS FROM THE WATER MAIN INSTALLATION SHALL BE CLEANED OUT AND THE WORK SITE RESTORED TO A STABLE CONDITION AS PART OF SITE CLEANUP. 8. TRAFFIC CONTROL THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR INTERIM TRAFFIC CONTROL DURING CONSTRUCTION ON OR ALONG TRAVELED COUNTY ROADWAYS. TRAFFIC CONTROL SHALL FOLLOW THE GUIDELINES OF SECTION 1-07.23 OF THE STANDARD SPECIFICATIONS. ALL BARRICADES. SIGNS. AND FLAGGING SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD MANUAL. SIGNS SHALL BE LEGIBLE AND VISIBLE AND SHOULD BE REMOVED AT THE END OF EACH WORKDAY IF NOT APPLICABLE AFTER CONSTRUCTION HOURS. WHEN ROAD CLOSURES CANNOT BE AVOIDED. THE DEVELOPER OR CONTRACTOR SHALL POST "TO BE CLOSED" SIGNS A MINIMUM OF FIVE DAYS PRIOR TO THE CLOSING. THE TYPES AND LOCATIONS OF THE SIGNS SHALL BE SHOWN ON A DETOUR PLAN. A DETOUR PLAN MUST BE PREPARED AND SUBMITTED TO THE DISTRICT'S AELD REPRESENTATIVE AND APPROVED BY THE GOVERNING ROAD AGENCY PRIOR TO CLOSING ANY ROADWAYS. IN ADDITION. THE DEVELOPER/CONTRACTOR MUST NOTIFY IN WRITING ALL LOCAL FIRE. SCHOOL. LAW ENFORCEMENT AUTHORITIES. METRO TRANSIT. AND ANY OTHER AFFECTED PERSONS AS DIRECTED BY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST FIVE DAYS PRIOR TO THE ROAD CLOSURE. FEB 1 'J. LUU .. PRELIMINAR'( Cl 0 ~ ~ C/) Q. C) -' Q ":--1 ~ ~:~ 5 0 »0 ~ "'''' <. '" -.... 0. o· 0. (J) ~ «0. o:Q '" Q« Q. « Q Q U S ;g ....J # :iil ....J !ti! Ol c '" ~ -" 5l en ~ ~ ., ! ~ .... ., ~ CI) 4( ~ .,; fJ ~ '" c: i ::l -~ ~ ~ !;l! ... ~ m ~ ~ 0... 00 c: -.-... -CI) CI) ,e, c: .- 00 c: w .c --~J .-::c .c: 0 -0 AI:: c::: -.... 0. a: {J (J) (J) z '" 0 Q - l-ID (J) > ll! ~ ~ ~ ~ ~ ~ r-.. r-.. co 0 N E'1 ~ .... ~ ~ -, " ID Q --I ... .... tl ~ lr ~ Q ~ (J) • • '" c () Q Z 0. '. '" N .. --I -.... ~ gj eJ {J)",> SHE£T 3 OF 5 r: '3 ~L-________________________________________________________________________________________________________ -----------------------------.----------__________________________________________________________________________________________________________ ~ ________________ ~ DRAWING Iii « o '" z r= HORIZONTAL BEND -~ I.--{l...it ", /~ '., > VERTICAL BEND STEEL SHIM PLATE y: • ~\; /}, Y>;\'J'A"0- BLANK PLUG F'LUGGED END FOR FUTURE EXPANSION '>.~ " )' ~ "';; ,,-::,,';. ",-' VALVE ANCHOR PLUGGED TEE OFFSET PLUGGED CROSS ALTERNATE PLUGGED CROSS . VERTICAL BEND NOTES: ,. ALL CONCRETE FOR BLOCKING SHALL BE AVE (5) SACK IoIIX. 2. ALL BLOCKING SHALL BE POURED AGAINST ARM, UNDISTURBED EARTH. CONCRETE BLOCKING DETAIL NTS (SEE ELEVAll0N) PLAN ELEVATION PART NO. PART DESCRIPTION A 0.1. TEE (FL x MJ) BRANCH SIZE • B G.V. (FL x FL) C 90· BEND (FL x MJ) D RISER D.I.P. x LENGlH AS REQ'D 6, _'. THRUST BLOCK (TYP) (SEE DETAIL) BLOW OFF SIZE 4" s" s" 4" s" s" 4" 6" s" 4" s" S' 4· s" 8' E MJ CAP W/ MEGALUGS TAPPED FOR 4" IPT 4" 6" S" F (3" IPT FOR 4" BLOW OFF) PLASTIC PLUG 3" 4" 4" G BUND FLANGE (AFlER FLUSHING, REMOVE 4" s" S" GATE VALVE & RISER) H BLIND FLANGE MAIN SIZE • TEE SIZE SAME AS WATER MAIN UNLESS OlHERWISE INDICA TED. AL lERNA 11 VEL Y 0.1. TEE (MJ x MJ) WllH PLUG, SUBJECT TO FUTURE EXTENSION & GATE VALVE •. 4", 6" OR 8" TEMP, @ BLOWOFF ASSEMBLY 11A NTS ~ NO. BCf1118128XL IIITH 0.1. UD IIITH REO\oER AND lOUCHREAD UD FOIl 5/8' • 3/4' WEl£Rs OR WIO-STAlES PLASTIC HIlPE WETER 80. NO. 1iCF1l24128 IIITH 0.1. IIETER 80X UD WlTOi READER AND TOUCH READ UD FOIl I' 1I£1ERs OR M; APPROVED BY DlS'lRICT. (SEE DWQs. 17 .. 18) ME1ER LDCAnON WI SIDEWAlK --I 1--" BEHIND SIDEWAlK (TYP.) \ I I OR AS DIREctED BY OI5T. ---!.. I MElER LDCAliON WiNo SIDEWAlK l' BEHIND CURB (TYP.)s;:1 r OR M; DIREctED BY DIST. I II ! .. _ J6' MIN ANGU: CURB ST<»', I.OCI(\Io1NG J CLASS 200, HI-MOL I"PIASTIC PIPE. M; APPROVED BY SCWSO. EXPANSION LOa>S IlUST BE HEI.O FIJI T M; POSSIBI.£. la'WIN 10" 1oIAX. 3' IIIN CO'o{R WAlERlUJN SERVICE SADDLE AND CORPORAnON STa> (SEE CONNECnON DETAIL DRA\\ING Nos. 15 " 20). ROADWAY WITH CURB AND GUTIER AND/OR SIDEWALK IIWI;.. I UETER BOX SUPPUED BY O'MIIER/CONTRACTOR. I IIEYER BOX SHAI.J. BE IoIlD-STAlES PLASnc !l;!1 HOPE NO. BCFl11812BXL Willi 0.1. UD WllH ~ :::l READER AND lOUCHREAO UD FOR 5/8' • 3/4" I iil ~ IIETERS OR IoIIO-STA lES PLASllC HOPE NEYER '" f5 BOX NO. 8Cf1324128 IMTH 0.1. IIE1ER 80)( UD '" 2; WITH READER AND TOUCH READ UD FOIl " 0 .. IIETERS OR M; APPROVED BY DISTRICT. (SEE ... DWGS. 17 " 18) 36" 111M CLASS 200. HI-1oWL I'PLASnC PIPE, AS APPRO\£ll BY SDWSO. EXPANSION LOOPS MUST BE HEI.O FIJI T M; POSSIBl£. 3' MIN CO'o{R WAlERlIAIN SERVICE SADDLE AND COOPORAnON STOP (SEE CONMECnON DETAIL DRA\\ING NOS. 15 " 20). ROADWAY WITH DITCHES TYPICAL ROADWAY SECTIONS ED FOR RESIDENTIAL SUBDIVISIONS 2 NTS FRONT VALVE MARKER POST VALVE MARKER POST WILL BE REQUIRED UNLESS VALVE IS IN PAVEMENT AND TOP OF VALVE BOX IS />. T ANISHED GRADE. 2'CLEAR 00 b N -1--4" f-'-- 4" BO 10' -16" ~ FRONT • N N BLOW-OFF ASSEMBLY MARKER POST BLOW-OFF MARKER POST WILL BE REQUIRED UNLESS BLOW-OfF IS IN PAVEMENT. t--EDI!E OF P/>.\6IENT ~ 2""'-""" '"8-ASPHAL lIC CONe. I WATERIoIAIN ~ I I I VALVE BOX PROTECTIVE PAD SECTION NOTE: WARKER POST PAlNlED 'Mni 2 COATS Of WHIlE PAINT. LETlERS SHALl. BE 2-HIGH AND STENCILED IN BLACK PAINT. WARKER POST SHAI.J. BE LOCATED 10 FT. (WIN.) AWAY FRQII EDGE OF ROAD WAY. VALVE BOX PROTECTION ® PAD AND MARKER POST 13 NTS 18·-2 ... • CAST IRON VALVE 80X W/ UD UARKED ·WA.1ER- SERIES 94011 OR AS APPROIIm BY DISTRICT WA'lERMAiN ..,,-PROPERTt UNE OR r ESWT. UtE ..... , SEE N01ES. ......... --''V 3' EIRE HXQBANT IN CUT 3' EIRE HYpRANT IN flit FIRE HYDRANT LOCATION IN CUT OR FILL " :[-b IS" WlQ( CCNC, PAD f IRE HYDRANT PIAN Y'FW H'l'DRANT RUN: 1. l£HGTH ESTABUSHEJ) ON JOB, APPRCMl) BY ENCINEER. A. USE If' .. PIPE, FlNIGfI). (SHORT RUHS ON!. y), B. OR .-OJ PIPE. YJ 'MlH 2 3/4* Slm. 1lE RODS IMlH ONE HEAVY COAT OF COAL TAR PR£S[RVAlIVE ON 11£ RODS. NUTS Ie BOtTS AfTER INSTAI.1.ATKIN. H'l'DRANT: 1, SHAlL BE a.EANSED II: PRtW£ COAlED '¥11TH HEAVY DUlY BRUSH nPE OR APPRO\IED EQUAL. ALL HYDRANTS SHALL BE PAiNlED VlHlTE. TWO TOP COA. TS SHALL BE OL RESISTANT ENAWEL. BRUSH T'I'PE OR APPRO\ED EQUAl... 2. SlENaL ON FACE or HYDRANT BARftEl.. WITH 2" BI..Aa< L.EJtmS. 1HE DISTANCE FROM H'1'DRANT TO fN. IN FEET. 3. SlJRrACE TO BE GRADED UNIFORWlY AROUND H'lDRAN1. (3' RADliUS). SLOPE AWAY .1 BRUSH FlNISH. ... INSTALl. 511WSOMTt MODEl 8&-A/BWE REF\.£C1l'wE PAVEMENT 1U.fU(fR, OR EQUAl., ON HYDRANT SIDE Of THE canER UN[ OF' lHE ADJACENT S1R£ET IN DIRECT UHf 'MlH 1HE H~T. 1. ROa<.ERY "hPE RETAINING WAU.. TO BE PROIAD£D MUR£ HEC:ESSARY IN OJT OR FILL AREAS. 2. NO GUARD POSTS. 3' VAl< -" l"xIS-WH. fAC[ Of 'w£RTICAL QJR8 la·-2 ... • CAST IRON VAI..\£ BOX WI UD MARKED -W" TER" SERIES !HOB OR AS APPROWD BY DISTRICT CCNOR£lE .......... BLOCK 1/2 YARD 1 1/4" WASHED ROQ( FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY-VERTICAL CURB NOTES: NTS SOIL PIPE (LENGTH AS REQUIRED) 4 1/4" DIA. X 1/8" MIN. THICKNESS ," METAL STOCK (LENGTH M; REQUIRED) L, ,(." ~ _ '''''_" 1/8 MINIMUM THICKNESS LENGTH AS REQUIRED TO PUT OPERAllNG NUT. 1WO (2) FEET FROM SURFACE. EXTENSIONS ARE REQUIRED YtHEN THE VALVE NUT IS MORE THAN FOUR (4) FEET BELOW ANISHED GRADE. EXlENSIONS ARE TO BE A MINIMUM OF TWO (2) FEET LONG. ONE EXTENSION IS TO BE USED PER VALVE. ALL EXTENSIONS ARE TO BE MADE OF STEEL. SIZED AS NOTED, AND PAINTED WITH 1WO (2) COATS OF METAL PAINT. @ VALVE OPERATING NUT EXTENSION 14 NTS s" ADAPT. (FL X MJ) . .;" . '-.. MANHOLE RING & COVER, OL '/MPIC fOUNDARY NO. MHMADjT MARKED 'WATER w/ 4" CONCRETE GRADE RING lHRUST BLOCK (TYP) (SEE DETAIL) • IiQIE;.. AL TERNA TlVE CURB PLACE BRICKS BETWEEN lHRUST BLOCK & BLD. FLG. PLAN B"x 4" TEE (MJ X MJ) W/PLUG, SUBJECT TO FUTURE EXTENSION & GATE VALVE. 4" SCH.120 PVC PLUG lHREADED FLG. .. 8"-24" CAST IRON ~ VALVE BOX W/ UD "' 8 MARKED "WATER" .., SERIES 940B OR AS ~ APPROVED BY DISTRICT 4" ADAPTOR (FL x ".I'I~ 4" PISER U.I .. I"'.-~ SHACKEL RODS 'T\ID'.~ 4" 90· BEND (MJ x MJ1-~ S"x 4" TEE (FL x FL) G. V. (FL x IIIJ) NOTES: 4" SHACKEL ROI)S-J ELEVATION 1. LOCATE BLOW-OFF AS CLOSE AS POSSIBLE TO MAIN, OR AS DIRECTED BY DISTRICT. 2. lHE GROUND WITHIN 3' RADIUS OF BLOWOFF SHALL BE GRADED UNIFORMLY. 3. SHACKEL RODS TWO EA. 3/4" GALV. STEEL TIE RODS WllH ONE HEAVY COAT OF COAL TAR PRESERVATIVE ON llE RODS, NUTS AND BOLTS AFTER INSTALLAll0N. 4. COVER ON BOX MUST BE LOCKING TYPE. 5. NO MARKING POST NEEDED. 4" BLOWOFF ASSEMBLY FOR @ 8" AND LARGER MAINS-IN PAVING 10 NTS SINGLE OR DOUBLE STRAP \COR:PO~IA TIIJN STOP MUELLER H-l0013 (IPT) OR FORD F500 WATER SERVICE POLYETHYLENE PLASllC PIPE WITH FORD NO. 72 STIFFENER INSERTED IN END OF PIPE SADDLE (IPT) ~~==flF=d, NOlES' CLASS 52 DUCTILE IRON WATERMAIN CORPORA1l0N STOP WATERMAIN PLAN COMPRESSION PACK JOINT, FORD CI6-44 (IPT) PACK JOINT COUPUNG CLASS 200 OR MUELLER H-15454 COMPRESSION PACK JOINT COUPUNG STIFFENER INSERT SINGLE OR DOUBLE STRAP SADDLE (oPT) ELEVATION 1. SERVICE UNE FITliNGS: ALL ATliNGS SHALL BE CAST FROM WATER WORKS BRASS CONFORMING TO C80Q-89. 2. MUNICIPAL SERVICE PIPE: IRON PIPE SIZE ID ASTIII 0-2239 -SIDR 7(PE 3408) (HI-MOL PLASllC) WllH 16 GAUGE TRACER WIRE. 00 c .... Q) Q) c 00 c W --.- zw 0:::> -z CJ)w z> ~< XC::: w< zO -w ~u LL. C:::O w~ i~ -'" () '" '" Z "' 0 Q - >-<Xl CJ) ...J ~ W o o 0::: < o Z ~ CJ) IJ) :. "' '" QD 1" WATER SERVICE CONNECTION 15 . NTS aw:~'Z:~~~NI ~Ar 1 2 2Da~ FEB 11 2004~_~ '"flft:lrr-S BASE MAP '3 DRAWING ~~--------------------------------~--------------------------------~--------------------------------~--------------------------------~--------~ PRELIMINAR'( SHEET 5 4 OF 5 g ru ... 0 "-"' "-'" w >-« Cl '-' z F >-0 --l "- SEPARATION REQUIREMENTS FOR WATER METERS/SERVICES • 5 fT. FROM POWER VAULTS. HANDHOLES AND SlREET LIGHTS AND ELEClRlCAL SERII1CES. • 3 fT. FROM OTHER WATER METERS SERII1CES. F. HYDS. AND B.O. ASSYS. ~ ~ :::;; ffi1 'b , l"MIN -2"MAX. FROM INSlDE--~ FRONT WALL OF METER BOX t-~ I z ,. ,"0 " :...~ o¥~ ~ • '" "-,., (TYPICAL FOR ALL SERVICES) 1----3/"'" ANGLE STOP W/LOCK WING, FORO :OMPRESSION PACK JOINT AOAP----t+-~ft:J~ NO. KV 63-342W OR MUELLER H-l"'259 fER. MUST BE CAPABLE OF RE- :EIVING 3/"'" OR l"ANGLE STOP N / NO ADDITIONAL FITTINGS. 1" HI-MOL PLASTIC PIPE. CL 200---1 NOTE: 00 NOT BACKFILL UNTIL ALL BRASS FITTINGS HAVE BEEN INSPECTED BY THE DISlRICT. SINGLE SERVICE METER SIZE METER BOX MID-STATES PLASTIC. INC . . 3/4" HOPE METER BOX NO. BCFll1812BXL 0.1. METER LID W/ READER NO. BCFll18RL TOUCH READ LID NO. BCF1118AMR/TR I" HOPE METER BOX NO. BCF132412B 0.1. METER LID W/ READER NO. BCF1324RL TOUCH READ LID NO. BCF1324 AMR/TR USE MID-STATES PLASnC BOXES UNLESS OTHERWISE APPROVED BY DISTRICT (SEE DWGS W-17 & 18) @ TYPICAL SERVICE DETAIL 16 NTS 01 METER LID w/REAOER NO. BCF1118RL 01 METER LID w/TOUCH READ NO. BCF1118AMRlTR HOPE METER BOX NO. BC111812BXL FOR S/8"x 3/4" METER NTS INLET EOUA ! DIST. INLET ~1l\ I.<J EQUA .~ DIST. ~ NOTES: FLOW .. IT] "- / OUTLET OUTLET JO \1=1 br I. THE ANGLESTOP MUST BE EQUAL DISTANCE FROM THE LONGITUDINAL SIDES OF THE METER BOX. THE OUllET OF THE ANGLESTOPS MUST BE BETWEEN 8"-10" BELOW FINISH GRADE. THE ANGLESTOP MUST BE 1" MIN.-2" MAX. FROM THE LATITUDINAL END OF THE METER BOX AND MUST BE VERTICAL (90') TO GROUND LEVEL 2. THE ANGLESTOP CONNECTION ON THE CUSTOMERS SIDE OF THE METER MUST REMAIN IN A VERTICAL POSITION AFTER THE CONNECTION TO THE CUSTOMERS LINE HAS BEEN COMPLETED. 3. THE METER BOX MUST REMAIN FREE OF FOREIGN MATERIAL SUCH AS CONCRETE & I TS BY-PRODUCTS. 4. METER BOX SUPPLIED BY OWNER/CONTRACTOR. METER BOX SHALL BE MID-STATES PLASTIC HOPE METER BOX NO. BCF111812BXL WITH 0.1. LID WITH READER AND TOUCHREAD LID FOR 5/8". 3/4" METERS OR MID-STATES PLASTIC HOPE METER BOX NO. BCF132412B WITH 0.1. LID WITH READER AND TOUCH READ LID FOR 1" METERS OR AS APPROVED BY OISlRICT. (SEE OWGS. 17 & 18) @ METER INSTALLATION 19 NTS FEB 112004 PHELIMINAR'Y OEVaop CITY RE -J C o{-J ~ ~~ 0 00 ~g: ~g: 0{<1. 11:<1. 00{ <1.« u 0 0 ...J ~ .. ...J w Z -~ In " '" ... ~ Q) c: ~ ..--... 0 (II 0 '" a.. COl <>0 c: ... Q) Q) c: 00 c: W J: .c -0 0::: BASE MAP SHEET DRAWING !Xl Cl ~ ~ en Il. 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" ......... ... -. . . .. ........ . : : : NOTE:: DE:VElOP.E : TO: ADJU r: WAlER .. ::::::: ::::::::: :)Q:::::: :: : MAIN: CAJlOIll: T :P'ijOVlDE::::::::: . ::::::: .......... 1'>1 ••.•.. .................................... · . . . . . . .. ......... ......... ........ . : : : CLEAR NCE :P.RO :SEWER:M IN~:::::: : ::::::: ::::::::: : ~: : : : : : . • . rt) • . . . . • . . . •. . . • . . . . . 1---4~~·~·~··~·~·~·~··~·~·~·J··;·~·~·~·~·~·~·~··~·~·~·~·~·~·~·~··~·-·~·~·~·~·~·-··-·'·~N·r·r·-·-·-·-··-·-·r·r·~~·r·~~~~~~~·~m~··~·~·~·~~~LU~ ______ ~~~L-~ ____ ;--+_ .. -.-.-.-.. -.-.T-.. -.-.-.. -........... . : : : 5L : :: :::: . PR ~~Q: fl. ISH::::: i: EXISTING: :::: :1: :: ::::::::: ::.:::::: ::::::::: ::::::::: ::::::::: :::::: :: ......... . .. 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I ~~.~ ... ~ .. ~ ... ~ .. ~ .. ~ ... ~ .. ~ .. ~ ... ~ .. ~ ... ~.~ ... ~ ... ~ .. ~~~~~ ... ~ .. ~ ... ~. ~ .......................... . 1-... __ .............. _ .......................................... . -+~~~-r--~---r~----1-----~+-~~--r-----~ • j • • • • • •• ••••••••• · . . . . . . .. ......... ......... ........ . o -______ ..1 20'M · . . . . . . .. ........ -......... ......... ........ . · . . . . . . .. ......... ......... ......... ........ . · . . . . . . .. ...... -.. ......... ......... ........ . · . . . . . . .. ......... ......... ......... ........ . S' MH 990-3 ---,..:..p--------,..~:::.---~ 1 1 1 1 ___ ---::; I I I 28 l- MOE=196.0 I " 1 ~ I I PROP. SlM, SWR. (TYP.) TRACT C x x I I I . . \ \ \ " --'..---.... TRACTC ON SITE WETLAND AREA (NO SEWER SERVICE) 36"CW TRACT A STORM FACILITY -{ (NO SEWER SERVICE) \ 27 Mo£=196.0 S'TYP .:t-t+M 26 r- 1.10£=196.0 20' 25 --'-l-_-I:;I;ioU MH 990t2 24 -_ MH 990-1 \ PROPOSED RETAINING -_ ~O •• ~L~P.) "'-,,\\ \ --'= --\\ -.. __ -.1O"DEt/ ; \ x 4S"CW x x x x-x 29 ALL ON SITE 35 · . . . . . . .. ......... . -. . . . . " ........ . · . . . . . . .. ......... ......... ........ . x TRACTS OPEN SPACE (NO SEWER SERVICE) x- NOTE: TYPICAL ALL SIDE SEWER STUBS. • SCWS DISTRICT OWNERSHIP TERMINATES AT PROPERTY LINE. MOE=202.0 1-_____ _ MH 990-12 30 • INSTALL TEST TEE AT PROPERTY LINE. • DEVELOPER CONTRACTOR MAY EXTEND BEYOND PROPERTY LINE. " I 34 5'-1 MOE-202.0 PRIVATE ACCESS ../""!I~iritil-tl ROAD (TYP,) 2'n'P.", 31 3313'TYP~ \ 32 1.10£ ... 202.0 _~-tt \ _26'PERM._ESMT. ,\ --=r"19 -'--- }:-- (MH 990-4 \ 23 \ I --'-- 22 x I . --"-- t.1H 990-5 21 x ----------- 36 37 S: 36ttTST, 6' I I -;-; PLAT -;;TY' r EASEMEN (TYP.) 20 19 x x (SEE STUB SERVICE CONSTRUCTION DETAIL.) NOTE: EXTEND SIDE SEWER STUBS 10' BEYOND EDGE OF PAVEMENT I CURB IN PRIVATE ACCESS ROADS (TYP.) NOTE: NOTE: CONSTRUCT SIDE SEWER STUBS TO LOTS NO, 25, 26, 27 & 28 OVER STORM DRAIN, CONSTRUCT SIDE SEWER STUBS TO MOE (MIN.OUTLET ELEV.) LOTS NO. 26, 27, 28, 33, 34, & 35 AT 2% LINE AND GRADE. EX.MH 962-25 89 4S"CW SEWER GENERAL NOTES: (REVISED 09126101) 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF SODS CREEK WATER AND SEWER DISTRI(;T, ALSO REFERRED TO HEREINAFTER AS 'DISTRICT". 2. THE DEYELOPER SHALL FURNISH THE DISTRICT A COpy OF THE COMMERCIAL AND/OR SUBDIVISION PlANS APPROVED BY THE GOVERNING AGENCY PRIOR TO ANY SEWER MAIN CONSTRUCTION. 3. PRIOR to CONSTRUCTING ANY SEWER MAINS. THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED, GRADED, AND ST MED BY THE DEVELOPER AND AlL. EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR. 4, FOLLOWING SEWER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRING THE MAINS TO BE I\ECONSTRUCTED SHALl. BE MADE AT THE DEVELOPER'S EXPENSE. RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN ADDITION TO THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE DISTRICT. 5. NO SIDI;. SEWER CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF THE BILL OF SALE AND ALL EASEMENTS. OBTAIN SIDE SeweR PERMIT FORM 5005 CREEK WATER AND SEWER DISTRICT FOR EACH SIDE SEWER CONNECTION PRIOR TO MAKING CONNECTION. BILL OF SALE WILL NOT BE PROCESSED UNTIL PUGET SOUND ENERGY HAS INSTALLED THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS. 6. ALL COSTS OF SEWER MAIN RE-5TAKlNG SHALl. BE PAID BY THE DEVELOPER. 7. PROPE~TY CORNERS SHALL BE PINNED WITH REFERENCE TACKON CURBS BY THE DEVELOPER. 8. CONTRl,CTOR SHALL NOTIFY 5005 CREEK WATER AND SEWER DISTRICT AT (253) 63().9900 TO SCHEDULE A PRE·CONSTRUCTION MEETING AT THE DISTRICT OFFICE. AFTER THE PRE-CONSTRUCTION MEETING THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION REVIEW REPRESENTATIVE FOR SODS CREEK WATER AND SEWER DISTRICT AT LEAST ~B HOURS (REGl'tAR WORKING DAYS) BEFORE STARTING WORK. 9. CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMIT REQUIREMENTS, INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE. NOTES RELATIVE TO CONNECTION TO EXISTING FACILITIES: 1. CONNECTION TO EXISTING LINE SHALL BE MADE ONLY WITH THE WRITTEN APPROVAL OF SODS CREEK WATER AND SEWER DISTRICT. 48 HOURS (TWO REGULAR WORKING DAYS) ADVANCE NOTICE MUST BE GIVEN, 2. EXISTING SEWERS TO REMAIN IN SERVICE AT ALL TIMES. 3. ALL WATER ANDiOR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND SHALL NOT BE PERMITTED TO ENtER THE EXISTING SYSTEM. 4. EXISTI/>fG MANHOLE NO,962·25 SHALL BE CORE DRILLED AND RE-CHANNELED JoS REQUIRED TO RECEIVE INCOMING FLOW FROM THE NEW SEWER LINE. t:1 -r , ~ '" , , , ! .-_ .. I--"~ SHT,1~ , SHT.~; ........ J t-~~ '/ ;/' l-i I I ! t- \JI ;::'~ ~,~ , , " :~ , i 1 KEY MAP SHEET INDEX SH.NO. DESCRIPTION --1 SEWER PLAN & PROFILE, NOTES & VICINITY MAP 2 SEWER PLAN AND PROFILE 3 CONSTRUCTION PROVISIONS 4 MATERIALS & SURFACE RESTORATION 5 SEWER DETAILS fEB 11 2004 PRELIMINAR"{ N 50 o 50 100 ! ! ! ! SCALE IN FEET 81 I DATUM: NAVD 881 TRACT C . . ~V.c-A o~ 88 (j) ~ 95 NOTE: DEVELOPER/CONTRACTOR RESPONSIBLE TO REMOVE ANY EXISTING (DOMESTIC USE) WELL ANDIOR EXISTING SEPTIC TANK AND DRAINFIELD FROM SERVICE ACCORDING TO HEALTH DEPARTMENT REQUIREMENTS. 82 rn 91 92 U \Nl \Nl "1 0.0 c: ... 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'" '" N .. .... -l-II @S ffi '" :t ,. ~ 8 « o " z CONSTRUCTION PROVISIONS 1. STANDARD SPECIFICATIONS ALL WORK, MATERIALS AND TESTING SHALL CONFORM TO THE STANDARDS OF SOOS CREEK WATER &t SEWER DIS"TRICT AND THE "2000 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONS"TRUCiloN" AS PREPARED JOINTLY BY THE WASHINGTON STATE DEPARTMENT OF "TRANSPORTATION AND THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBUC WORKS ASSOCIATION, AND HEREINAFTER REFERRED TO AS THE "STANDARD SPECIFICATIONS," EXCEPT AS HEREIN MODIFIED. 2. TRENCH EXCAVATION. BEDDING AND BACKFILL ALL WORK WITHIN THE RIGHT-OF-WAY SHALL COMPLY WITH ALL PERTINENT PERMITS, THE GOVERNINg AGENCY'S CURRENT ROAD STANDARDS. AND THE STANDARD SPECIFICATIONS. ALL MATERIAL FROM CLEARING AND GRUBBING SHALL BE HAULED TO AN APPROVED WASTE DISPOSAL SITE PROVIDED BY THE CONTRACTOR. WHEN TRENCHING THROUGH EXISTING PAVEMENT, THE PAVEMENT SHALL BE CUT ON A NEAT-UNE BY SAW-CUTTING, JACK-HAMMERING OR OTHER APPROVED METHOD TO PROVIDE A CONTINUOUS UNE. "TRENCH SIDES !)HALL BE KEPT AS VERTICAL AS POSSIBLE GIVEN THE SOIL CONDITIONS. COMPACTION AND RESTORATION SHALL BE DONE AS DETAILED BELOW AND IMMEDIATELY AFTER THE "TRENCH BACKFILL IS PLACED, SO AS TO CAUSE THE LEAST DISRUPTION TO "TRAFFIC. CEMENT CONCRETE PAVEMENT SHALL BE CUT 1 FOOT OUTSIDE THE EDGE OF THE "TRENCH ON EACH SIDE. ANY "TRENCH EXCEEDING FOUR FEET IN DEPTH SHALL BE PROVIDED WITH ADEQUATE SAFETY SYSTEMS MEETING THE REQUIREMENTS OF THE WASHINGTON STATE INDUSTRIAL SAFETY AND HEALTH ACT (WlSHA), CHAPTER 49.17 RCW, AND ALL REGULATIONS ADOPTED PURSUANT THERETO. CON "TRACTOR SHALL HAVE A S"TRUCTURAL ENGINEER REVIEW AND STAMP ANY AND ALL SHORING PLANS AND CALCULATIONS. THE CONTRACTOR ALONE SHALL Bt RESPONSIBLE FOR WORKER SAFETY AND THE DISTRICT AND THE ENGINEER ASSUME NO RESPONSIBIUTY. WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS SUITABLE FOR PIPE BEDDING, THE BOTTOM SHALL BE HAND FINISHED TO GRADE SO THAT THE PIPE WILL HAVE UNIFORM SUPPORT ALONG THE BARREL AND BELL. AFTER THE PIPE IS IN PLACE ADDITIONAL HAND SELECTED NATIVE MATERIAL MEETING THE REQUIREMENTS FOR BEDDING MATERIAL SHALL BE PLACED AND TAMPED AROUND THE PIPE FOR A MINIMUM OF 4 INCHES ABOVE tHE CROWN OF THE PIf'E. WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS STONY OR OTHERWISE NON-UNIFORM THE "TRENCH SHALL BE OVER-J,CXCAVATED A MINIMUM OF 6 INCHES BELOW THE SPECIFIED GRADE AND A LAYER OF PIPE BEDDING MATERIAL SHALL BE FURNISHED AND PLACED BY THE CON "TRACTOR TO THE SPECIFIED GRADE. AFTER THE PIPE: IS IN PLACE ADDITIONAL HAND SELECTED NATIVE MATERIAL MEETING THE REQUIREMENTS FOR BEDDING MATERIAL SHALL BE PLACED AND TAMPED AROUND THE PIPE FOR A MINIMUM OF 4 INCHES ABOVE THE CROWN OF THE f)IPE. IF THE NATIVE MATERIAL AT THE TRENCH BOTTOM IS UNSUITABLE FOR FOUNDATION PURPOSES OR WiLL HAVE DIFFICULTY PROVIDING UNIFORM BEARING FOR THE PIPE. SUCH MATERIAL SHALL BE REMOVED AND REPLACED WITH A MINIMUM OF 6 INCHES OF COMPACTED FOUNDATION MATERIAL. THE BEDDING MATERIAL SHALL BE CARRIED UP EVENLY ON BOTH SIDES OF THE PIPE SIMULTANEOUSLY IN APPROXIMATELY 6-INCH LAYERS AND EACH LAYER THOROUGHLY COMPACTED WITH APPROPRIATE TOOLS IN SUCH MANNER AS TO AVOID INJURING OR DISTURBING THE COMPLETED PIPEUNE. ALL BEDDING AND NATIVE MATERIAL SHALL BE STORED AWAY FROM THE EDGES OF EXCAVATION AND OFF THE PAVED ROADWAY AND SHOULDER. ALL "TRENCH BACKFILL SHALL BE MECHANICALLY COMPACTED TO 95% OF MAXIMUM DENSITY WITHIN THE RIGHT-OF- WAY AND IN ALL AREAS (PAVED AND UNPAVED) WHERE S"TREETS, ROADWAY SHOULDERS, DRIVEWAYS, SIDEWALKS, OR PARKING LOTS WILL BE CONS"TRUCTED OR RECONSTRUCTED OVER THE TRENCH EXCEPT FOR "TRENCHES OVER 8 FEET IN DEPTH. WHEN THE "TRENCH DEPTH EXCEEDS 8 FEET, "TRENCH BACKFILL UP TO 4 FEET FROM THE TOP OF THE "TRENCH MAY BE WATER SETTLED OR MECHANICALLY COMPACTED TO 90% OF ·Il-IE MAXIMUM DENSITY. THE REMAINING TOP 4 FEET OF THE "TRENCH SHALL THEN BE MECHANICALLY COMPACTED TO 95% OF THE MAXIMUM DENSITY. IN UNPAVED AREAS AND OTHER AREAS NOT SUBJECT TO VEHICULAR TRAFFIC, "TRENCH BACKFILL FROM THE PIPE TO WITHIN 3 FEET OF THE SURFACE SHALL BE COMPACTED TO 90% OF °niE MAXIMUM DENSITY. THE UPPER 3 FEET SHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY. ALL DENSITIES SHALL BE DETERMINED BY TESTING PER THE MODIFIED PROCTOR METHOD, ASTM D1557. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING DENSITY TEST REPORTS CERTIFIED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. A MINIMUM OF ONE TEST SHALL BE TAKEN WITHIN EVERY 500 FEET OF TRENCH LENGTH AND AT DEPTHS UP TO 50% OF "TRENCH DEPTH, OR AS DIRECTED BY THE RESIDENT PROJECT REPRESENTATIVE OR GOVERNING ROAD AGENCY. COMPACllON OF LATERALS OR SERVICE UNE TRENCHES SHALL BE TESTED WHERE DIRECTED BY THE RESIDENT PROJECT REPRESENTATIVE OR GOVERNING ROAD AGENCY. TESTING OF CDF SHALL BE IN ACCORDANCE WITH ASTM D4832. BACKFILL SHALL BE PLACED IN UNIFORM LOOSE LAYERS NO MORE THAN 12-INCHES THICK AND MECHANICALLY COMPACTED AS SPECIFIED. IN ANY "TRENCH WHERE THE SPECIFIED COMPACTION CANNOT BE ACHIEVED WITH NATIVE BACKFILL. THE TOP 4 FEET SHALL BE REPLACED AND COMPACTED TO 95% OF THE MAXIMUM DENSITY WITH IMPORTED BANK RUN GRAVEL. THE ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION TEST AT ANY TIME ON THE BACKFILL MATERIAL IN CUTS "TRANSVERSE TO THE ROAD AUGNMENT AND AT ALL UTIUTY CROSSINGS, THE ENTIRE TRENCH SHALL BE BACKFILLED WITH CRUSHED SURFACING. BACKFILL SHALL BE PLACED AND MECHANICALLY COMPACTED IN 1-FOOT MAXIMUM UFTS. AFTER BACKFILL AND COMPACTION, AN IMMEDIATE COLD MIX PATCH SHALL BE PLACED AND MAINTAINED IN A MANNER ACCEPTABLE TO THE GOVERNING AGENCY'S INSPECTOR UNTIL REPLACED WITH A PERMANENT HOT MIX PATCH. ALL PIPE AND FITTINGS SHALL BE LAID "IN THE DRY" UNLESS OTHERWISE APPROVED BY ENGINEER. "TRENCH EXCAVATIONS SHALL BE DEWATERED BY USING WELL POINT SYSTEMS, SUMPS WITH PUMPS OR OTHER METHODS APPROVED BY THE ENGINEER. DEWATERING SYSTEMS SHALL BE USED IN ACCORDANCE WITH GOOD STANDARD PRACTICE AND SHALL BE EFFICIENT ENOUGH TO LOWER THE WATER LEVEL IN ADVANCE OF THE EXCAVATION AND MAINTAIN IT CONTINUOUSLY TO KEEP THE "TRENCH BOTTOM AND SIDES FIRM AND DRY. CONTRACTOR SHALL SUBMIT THE DEWATERING PLAN TO ENGINEER FOR REVIEW AT LEAST 10 DAYS PRIOR TO COMMENCING ANY DEWATERING WORK. ALL DEWATERING EFFLUENT SHALL BE ROUTED THROUGH A DEWATERING POND PRIOR TO RELEASE. GROUNDWATER SHALL BE CON "TROLLED SUCH THAT SOFTENING OF THE BOTTOM OF EXCAVATIONS OR FORMATION OF "QUICK" CONDITIONS OR "BOILS· DURING EXCAVATION SHALL BE PREVENTED AND NO SOIL SHALL BE ERODED INTO THE EXCAVATION FROM THE SIDES OF EXCAVATION. DEWATERING SYSTEMS SHALL BE DESIGNED AND OPERATED SO AS TO PREVENT REMOVAL OF THE NATURAL SOILS. CON "TRACTOR SHALL AT ALL TIMES HAVE ON HAND SUFFICIENT PUMPING EQUIPMENT AND MACHINERY IN GOOD WORKING CONDITION FOR ALL ORDINARY EMERGENCIES, INCLUDING POWER OUTAGES, AND SHALL HAVE AVAILABLE AT ALL TIMES COMPETENT WORKERS FOR THE OPERATION OF SAID EQUIPMENT. CONTRACTOR SHALL CONTROL SURFACE RUNOFF SO AS TO PREVENT ENTRY OR COLLECTION OF WATER IN EXCAVATIONS. CON "TRACTOR SHALL MAINTAIN THE UNDISTURBED STATE OF THE FOUNDATION SOILS AND ALLOW THE PLACEMENT OF ANY BACKFILL TO THE REQUIRED DENSITY. THE RELEASE OF GROUNDWATER TO ITS STATIC LEVEL SHALL BE PERFORMED IN SUCH A MANNER AS TO MAINTAIN THE UNDISTURBED STATE OF THE NATURAL FOUNDATION SOILS, PREVENT DISTURBANCE OF COMPACTED BACKFILL, AND PREVENT FLOTATION OR MOVEMENT OF S"TRUCTURES AND PIPEUNES. CON"TRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMIT REQUIREMENTS AND PROVISIONS FOR MONITORING AND MANAGING WATER DISCHARGED FROM THE EXCAVATION. 3. CONNECTION TO EXISTING SEWER SYSTEM CONNECTIONS TO EXISTING UNES SHALL BE MADE ONLY WITH THE WRITTEN APPROVAL OF SOOS CREEK WATER & SEWER DISTRICT. THE CONTRACTOR SHALL NOTIFY THE DIS"TRICfS FIELD REPRESENTATIVE AND OTHER· UTlUTlES AT LEAST 48 HOURS IN ADVANCE OF ANY CONS"TRUCTION AND MAKE THE NECESSARY ARRANGEMENTS WITH THE DISTRICfS FIELD REPRESENTATIVE FOR THE CONNECTION TO THE EXISTING SEWER SYSTEM. THE CONTRACTOR SHALL FURNISH ALL MATERIAL. EQUIPMENT AND LABOR NECESSARY FOR MAKING THE CONNECTION UNDER THE SUPERVISION OF THE DISTRICT. THE 48-HOUR NOTICE RiOQUIREMENT SHALL NOT COUNT SATURDAYS, SUNDAYS, AND HOUDAYS. WORK SHALL NOT BE STARTED UNTIL ALL OF THE MATERIALS, EQUIPMENT AND LABOR NECESSARY TO PROPERLY COMPLETE WORK ARE ASSEMBLED ON THE SITE. ONCE WORK IS STA~TED ON A CONNECTION, IT SHALL PROCEED CONTINUOUSLY WITHOUT INTERRUPTION AND AS RAPIDLY AS POSSIBLE UNTIL THE CONNECTION IS COMPLETED. BEFORE ORDERING MATERIALS FOR ANY CONNECTION TO AN EXISTING MANHOLE, CONTRACTOR SHALL EXCAVATE THE MANHOLE AND VERIFY OUTSIDE DIAMETER OF ALL PIPES FOR DEiERMINING TYPES OF FITTINGS TO BE USED. CONTRACTOR SHALL COORDINATE THE WORK WITH THE CONSTRUCTION REVIEW REPRESENTATIVE FOR THE DISTRICT. THE EXISTING SEWERS SHALL REMAIN IN SERVICE AT ALL ·nMES. CONNECTIONS TO SANITARY SEWER MANHOLES SHALL BE MADE USINCi AN ASBESTOS-CEMENT MANHOLE ENTRY COUPUNG, CONCRETE COUPUNG OR KOR-N-SEAL BOOT. PIPE CONNECTIONS INTO THE ENTRY COUPUNG SHALL BE SEALED WITH A RUBBER RING. THE PIPE TO MANHOLE CONNECTION SHALL BE WATERTIGHT. CONTRACTOR SHALL RE-CHANNEL EXISTING MANHOLE AS NECESSARY TO SMOOTHLY DIRECT THE FLOW INTO THE EXISTING SYSTEM. ANY LEAKS IN THE ENTRY COUPUNGS OR OTHER AREAS CREATED WHILE CONNECTING TO THE EXISTING MANHOLE SHALL BE SEALED WITH STRATA TECH ST-S20 INJECTION RESIN OR APPROVED EQUAL. ALL WATER AND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FRotA NEW SEWERS AND NOT BE PERMITTED TO ENTER THE EXISTING SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FLUSHING OUT AND CLEANING ANY EXISTING SEWERS INTO WHICH GRAVEL. ROCKS OR OTHER DEBRIS HA~) ENTERED AS A RESULT OF THE CONTRACTOR'S OPERATIONS, AND SHALL PAY FOR REPAIR TO UFT SfATlONS OR OTHER FACIUTIES DAMAGED BY THE CONTRACTOR'S OPERATIONS. ALL FLUSHING WATER SHALL BE pUMPED FROM UPSTREAM MANHOLES OR SEWER UNES AND SHALL NOT BE ALLOWED TO ENTER THE EXISTING SEWER. 4. SEPARATION OF UTILITIES MINIMUM SEPARATION BETWEEN SEWER AND WATER MAINS SHALL CONFORM TO SECTION Cl-9.1 OF THE CRITERIA FOR SEWAGE WORKS DESIGN AS PUBUSHED BY THE DEPARTMENT OF ECOLOGY IN DECEMBER 1998. MINIMUM SEPARATION BETWEEN OTHER UTILITIES SHALL BE 6 INCHES WITH A SAND CUSHION. PUGET SOUND ENERGY VAULTS, HAND HOLES AND UGHT STANDARDS SHALL BE LOCATED NO CLOSER THAN 10 FEET FROM ANY SEWER MAINS AND STUB SERVICES. DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATION OF VAULTS, HAND HOLES, AND UGHT STANDARDS WITH THE SEWER STUB SERVICES. NO CONSTRUCTION SHALL START UNTIL THE DEVELOPER HAS FURNISHED THE ENGINEER WITH A WORK SKETCH FROM PUGET SOUND ENERGY. 5. THRUST BLOCKING WHEN DIGGING NEAR FITTINGS ON EXISTING PIPEUNES, TEMPORARY BLOCKING SHALL BE INSTALLED TO PREVENT BLOWOUTS. BLOCKING SHALL ALLOW FOR ANY CONNECTIONS TO THE FITTING TO BE REMOVED WITHOUT DAMAGING THE FITTING. THRUST BLOCKING SHALL CONFORM TO THE STANDARD DETAILS. WHERE UNFAVORABLE GROUND CONDITIONS ARE ENCOUNTERED, SPECIAL BLOCKING MAY BE REQUIRED AS DIRECTED BY THE ENGINEER IN THE FIELD. 6. SEWER MAIN TESTING GRAVITY SEWERS AND APPURTENANCES SHALL BE TESTED AFTER BACKFILLING BY THE LOW-PRESSURE AIR METHOD, EXCEPT WHERE THE GROUND WATER TABLE IS SUCH THAT THE ENGINEER MAY REQUIRE THE INFILTRATION TEST. FINAL ACCEPTANCE OF THE SEWER MAIN INSTALLATION WILL BE SUBJECT TO THE DISTRICfs RESOLUTION NO. 1904-S. WHICH ALLOWS A MAXIMUM PONDING DEPTH OF 3/4-INCH. IN THE EVENT OF CONFUCTS BETWEEN THE STANDARDS ESTABLISHED IN RESOLUTION NO. 1904-S AND THE STANDARDS SPECIFIED IN SECTION 7-17.3(2) OF THE STANDARD SPECIFICATIONS, THE STANDARDS OF THE RESOLUTION WILL TAKE PRECEDENCE. 7. REPAIR OF PIPELINE FAILURES BROKEN OR OTHERWISE DEFECTIVE PIPE SHALL BE REMOVED AND REPLACED. REPAIR BANDS OR CLAMPS SHALL NOT BE USED TO REPAIR BROKEN PIPE. 8. JACKED CROSSING AT LOCATIONS SHOWN ON THE DRAWINGS, SEWER MAIN CROSSINGS OF ARTERIAL STREETS SHALL BE MADE BY JACKING, DRIVING, OR AUGURING A STEEL CASING PIPE BENEATH THE SURFACE. ALIGNMENT AND GRADE OF CASINGS FURNISHED SHALL BE SUCH THAT NO ADDITIONAL FITTINGS ARE NECESSARY TO MAKE THE CONNECTION. IF THE CASING DOES NOT MEET THIS REQUIREMENT, IT SHALL BE ABANDONED BY FILLING THE CASING WITH MOIST SAND AND A NEW CASING INSTALLED TO MEET THE LINE AND GRADE REQUIREMENTS. NO OPEN EXCAVATION SHALL BE MADE CLOSER THAN 6 FEET FROM THE EDGE OF PAVEMENT. DIAMETER OF CASING PIPE SHALL BE SUFFICIENT TO ALLOW INSTALLATION OF THE SEWER MAIN. WALL THICKNESS SHALL BE SUFFICIENT TO WITHSTAND INSTALLATION FORCE AND HIGHWAY LOADING WITH A MINIMUM THICKNESS OF 1/4-INCH. AFTER THE SEWER MAIN HAS BEEN ADJUSTED TO GRADE, MOIST SAND SHALL BE TAMPED INTO THE CASING PIPE SO THAT ALL VOIDS WILL BE FILLED. MANUFACTURED CASING SPACERS THAT PROHIBIT MOVEMENT OF THE PIPE IN ANY DIRECTION WITHIN THE CASING MAY BE USED IN LIEU OF FILLING THE VOID BETWEEN THE SEWER MAIN AND THE CASING WALL WITH SAND. 9. WATER SUPPLY WATER SUPPLY FOR FlLUNG, TESTING AND FLUSHING OF THE NEW SEWER MAINS MAY BE AVAILABLE FROM THE EXISTING WATER DISTRIBUTION SYSTEM. HOWEVER, THE WATER DISTRICT WILL BILL THE CONTRACTOR FOR THE WATER USED AT THEIR CURRENT FIRE HYDRANT METER RATE. THE CONTRACTOR MAY PROVIDE HIS OWN METERING FACIUTIES TO THE SATISFACTION OF THE WATER DISTRICT OR ACCEPT THE QUANTITIES ESTIMATED BY THE WATER DISTRICT. 10. EXISTING UTILITIES EXISTING UTILITIES SHOWN ON THE DRAWINGS HAVE BEEN PLOTTED FROM THE BEST INFORMATION AVAILABLE TO THE ENGINEER. UNDER NO CIRCUMSTANCES WILL ERRORS OR OMISSIONS IN THE LOCATION OF UTILITIES OR IMPROVEMENTS BE CONSIDERED AS A BASIS FOR EXTRA OR ADDITIONAL COMPENSATION TO THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTlUTlES WELL ENOUGH IN ADVANCE OF THE EXCAVATION TO PREVENT DAMAGE DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS OPERATIONS ON THE PROJECT. 11. WARRANTY PERIOD THE DEVELOPER MAKING THE APPLICATION FOR A UNE EXTENSION, AND HIS CONTRACTOR, SHALL BE RESPONSIBLE FOR THE MATERIALS AND FOR SATISFACTORY OPERATION OF THE FACIUTY FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE OF THE COMPLETED PROJECT AND THE BILL OF SALE TO THE DISTRICT. .. PRELIMINAR'{ FEB 11 2004 ID 0 ~ ~ CI) a. C,) -J C> «-J ~ '::~ 5 0 00 ~ ~g: <:1>: --Il. III ~ «Il. ct:1l. '" c..: Il...: c c u 0 ;g 0 -I ~ 0 .. co -I UJ '" Z c: -CD ~ ::> 0 rn " .s co ~ .... ~ .s= ~ '" ~ Q) ~ oj .s= ~ <0 c: 10 cO co ..... ~ 5 '" .,; ~ '" .... '" .... 0 " .... m ~ 'ai ;! >< a.. '" '" ~ 00 c: -.-.... -Q) ,~-Q) c: .-::z: 00 c: w .c --~J .- ::J: .s;;: 0 ..... 0 a:: a::: BASE: MAP ~ ~ ~ ~ ~ c '" Q '" :t 0 . ~ 0 -J ... ... III 0 " III 0 -J ... III ct: () III III <: '" 0 C ). tll III -:> '" ct: 0 ~ 0 <: ~ .., ~~ ~ ~ ~ '" N .. -J -... ~ 0: a: V)¥~ SHE:ET 3 OF 5 e= f-o -' ~~------------------------------------------------------------------------------------~~~ DRAWING § N i:! « o '" z ~ o MATERIALS t.PIPE {;RAvtTY SEWE-RS AND SERVICES SHALL BE CONSTRUCTED OF PVC PIPE CONFORMING TO SECTION ~5.12 -OF 11-IE STANDARD SPECIFlCAllONS UNLESS SHOWN OTHERWISE ON DRAWINGS. PVC GRAVITY SEWER MAIN AND PVC GRAVITY SEWER SERVICE PIPE SHALL BE CONSIDERED FLEXIBLE CONDUIT. PVC COMPOUND SHALL MEET THE REQUIREMENTS OF ASTMD 1784 -FOR <:LASS 12454-13 PVC. DUCTILE IRON PIPE (CLASS 52) MAY BE USED IN LIEU OF PVC PIPE PROVIDED THE DUCTILE IRON PIPE IS LINED WITH 'EPOXY, "POL'fIJRETHANE, OR SEWPERCOAI AS MANUFACTURED 'BY LAFARGE CALCIUM ALUMINATES OR APPROVED EQUAL ALL ,LININGS SHALL BE APPLIED PER THE ·MANUfACTURER'S RECOMME-NDATIONS. A.EPOXY-UNEDDUCllLE lRONPIPE AND POLY-LINED UUCTILEIRON PIPE SHALL HAVE EPOXY OR POLYURETHANE. RESPECllVELY, APPLIED TO ALL EXPOSED ~NTERIOR SURfACES PER THE MANUFACTURER'S RECOMMENDAllONS. B. POLYURETHANE LININGS SHALL CONSIST Of POLYlSOCYANATE RESIN AND POLYOL RESIN MIXED AT A 1:1 RAllO AT THE llME OF THE APPLICATIONS AND APPLIED TO A ORYFILM THICKNESS OF 40 MILS {0;040INCHES}.COA llNG THICKNESS WITHIN THE BELL SOCKET INTERIOR AND ON THE SPIGOT END OF THE PIPE EXTERIOR SHALL BE 8 MILS (0.008 INCHES) NOMINAL WITH A MAXIMUM THICKNESS OF 10 MILS (0.010 INCHES) IN ORDER TO MINIMIZE POTENllAL DlMENSIONAL ASSEMBLY PROBLEMS. THICKER COATS MAYBE ALLOWED PROVIDED FlNAL01MENSIONS AREWllHltII ALLOWABLE TOLERANCES AFTER mE COA~. mE UNiNG SHALL PROVIDE AN ASll.lD1~ TYPE. V SYSTEM. C. SEWPERCOAT IS A CALCIUM ALUMINATE MORTAR MADE OF fUSED CALCIUM ALUMINATE AND CALCIUM ALUMINA1E AGGREGATES. THE LINING SHALL BE APPLIED TO A THICKNESS OF 125 MILS (0.125 INCHES) FOR 12-INCH AND SMALLER DIAMETER PIPES AND 3/16 INCHES FOR PIPES LARGER THAN 12 INCHES IN DIAMETER. CRACKS IN THE LINING, OTHER THAN CLOSED HAIRLINE CRACKS AND/OR fiNE CRAZING ARE NOT ACCEPTABLE. A SEAL COAT SHALL BE APPliED TO ANY .SEWPERCOAT .lINING. D. THE EXTERIOR OF ALL DUCTILE IRON PIPES SHALL BE COATED WITH 1 MIL (0.001 INCHES) OF BITUMINOUS PAINT ACCORDING TO ANSI/AWWA C151/A21.51. 2. SIDE SEWER SERVICES ALL SIDE SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SECTION 7-18 OF THE StANDARD SPECIFICATIONS AND THE RESOLUTIONS OF mE D1SlRlCT. WHICH ARE INCORPORATED HE-REIN BY REfERENCE. SIDE SERVICE CONSTRUCTION SHALL fOLLOW THE INSTALLATION OF MAIN LINES AS CLOSELY AS PRACTICAL IN THE OPINION OF THE DISTRICT. CONTRACTOR SHALL INSTALL THE PIPE TO A MINIMUM DEPTH AT THE PROPERTY UNE OF 5 FEET BELOW THE FLOOR TO BE SERVED OR 5 FEET BELOW THE STREET CENTERLINE WHICHEVER IS DEEPER. IN CASES OF VACANT PROPERTIES OR PROPERTIES VACANT BEYOND 150 fEET FROM SEWER MAIN, THE SIDE SEWER SHALL BE CONSTRUClED WITH A MINIMUM SLOPE Of 2% FROM THE TEE. UNLESS OTHERWISE APPRO\lED BY THE DISTRICT IN WRITING. ALL STUB SERVICES SHALL TE-RMINAl£ WITH A6-INCH WATERTIGHT CAP AT THE PROPERTY AND/OR EASEMENT LINE. OR 10 FEET PAST AT THE OPTION OF THE DEVELOPER. ALL ENOS OF STUB SERVICES SHALL BE MARKED BY A 12-GAUGE GALVANIZED WIRE AND A 2-INCH BY 4-INCH TIMBER. THE WIRE SHALL EXTEND VERTICALLY FROM THE CAPPED END TO THE GROUND SURFACE AND SHALL BE ATIACHED TO THE TIMBER FROM END TO END. THE TIMBER SHALL EXTEND FROM THE CAPPED END TO A MINIMUM OF 12 INCHES ABOVE THE GROUND AND SHALL BE PAINTED TRAFFIC WHITE WITH THE WORD "SEWER" STENCILED ON WITH BLACK PAINT. THE END OF THE TIMBER SHALL BE MARKED IN PERMANENT INDEUBLE INK WITH THE LENGTH OF THE TlM9ER INSTALLED. NEITHER THE WIRE NOR 2" X 4" 11MBER SHALL BE SECURED OR ATIACHED TO THE SEWER PIPE. ALL SIDE SERVICES SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN LINE SEWER IS TESTED FOR ACCEPTANCE. ALL 6-INCH STUBS INTO MANHOLES TO MATCH CROWNS. 3. MANHOLES MANHOLES SHALL BE PRECAST CONCRETE UNLESS OTHERWISE SPECIFIED. MANHOLES SHALL BE SIZED AS INDICATED ON THE DRAWINGS AND SHALL CONFORM TO WSDOT/AWWA STANDARD PLAN B-23A EXCEPT WITH ECCENTRIC REDUCING CONES. POURED IN PLACE BASES SHALL NOT BE ALLOWED. MAXIMUM ALLOWABLE DIMENSION fROM TOP OF CONE TO TOP OF CASTING SHALL BE 20 INCHES. INTERNAL CONCRETE CHANNELS. BENCHES AND FILLETS SHALL BE FORMED USING LOW SHRINKAGE CLASS 40000 5 SACK MIX WITH PEA GRAVEL TO S/8-INCH (MAX SIZE) AGGREGATE CONFORMING TO SECTION 6-02.3 OF THE STANDARD SPECIFICATIONS. THE WATER-CEMENT RATIO SHALL NOT EXCEED 0.38. A WATER REDUCING ADMIXlURE SHALL BE INCLUDED IN THE MIX. LADDER RUNGS SHALL BE l-INCH DIAMETER DEfORMED BAR, GALVANIZED SAFETY-TYPE STEPS OR POLYPROPYLENE SAFETY STEPS MEETING THE REQUIREMENTS OF ASTM C478, AASHTO M-199, AND ALL WlSHA AND OSHA SPECIFICATIONS. THE POLYPROPYLENE, CONFORMING TO ASTM 0 4101. SHALL BE INJECTION MOLDED AROUND A 1/2-INCH ASTM A i>lS GRADE 60 STE£L REINFORCING BAR. COVERS SHALL BE OLYMPIC FOUNDRY MODEL NO. MH30 ADT OR APPROVED EQUAL AND SHALL BE 24-INCH DIAMETER CAST IRON OR DUCTILE IRON WITH THREE 5/BINCH DIAMETER X 1 1/2 INCH LONG COUNTERSUNK N.C. STAINLESS STEEL SOCKET HEAD CAP SCREWS AND SINGLE I-INCH DIAMETER LIFT HOLE LOCATED APPROXIMATELY 3 INCHES FROM THE OUTSIDE EDGE OF THE COVER. PROVIDE 5/8 INCH X 2 1/2 INCH STAINLESS STEEL CARRIAGE BOLT INSTALLED IN MANHOLE LIFT HOLE. LIDS SHALL HAVE A NON-SKID PATTERN CAST INTEGRALLY ON TOP WITH THE WORD "SEWER" CAST IN 3-INCH RAISED LETTERS. RING AND COVER SHALL HAVE ONE OF THE LOCK DOWN BOLTS CENTERED DIRECTLY OVER THE ACCESS LADDER. ALL MANHOLE COVERS LOCATED IN SIDEWALKS OR DRIVEWAYS SHALL BE OLYMPIC FOUNDRY NO. 30 ADT SID OR APPROVED £QUAL WITH LOCKING LID AND 6-INCH CASTING RING AND THE WORD "SEWER" CAST INTEGRALLY ON TOP IN 3-INCH RAISED LETTERS. MANHOLE SECllONS SHALL HAVE RUBBER GASKET JOINTS CONFORMING TO ASTM C 443. ALL MANHOLE JOINTS AND PICK HOLES SHALL BE SEALED FROM THE INSIDE AND THE OUTSIDE WITH A SAND AND PORTLAND CEMENT CONCRETE. MIX. CONTRACTOR SHALL SUBMIT THE DESIGN MIX AND ANY PERTINENT MATERIAL SAFETY DATA SHEETS (MSDS) ON ANY PROPOSED NON-SHRINK, QUICK SET CONCRETE GROUT FOR APPROVAL PRIOR TO USING SAID GROUT. JET SET GROUT IS NOT ALLOWED. ALL MANHOLES SHALL BE WATERTIGHT. CONTRACTOR SHALL PROVIDE AN 8-INCH THICK BY 6-FOOT WIDE ASPHALT OR CONCRETE COLLAR AROUND THE RIMS OF ALL MANHOLES LOCATED IN UNIMPROVED AREAS, LANDSCAPED AREAS. EASEMENTS. AND ALL OTHER UNPAVED AREAS. mE ASPHALT OR CONCRETE COLLAR SHALL SLOPE AWAY fROM mE MANHOLE RIM. 4. IMPORTED GRAVEL MATERIAL PIPE BEDDING SHALL CONFORM TO SECTION 9-03.16 OF THE STANDARD SPECIFICATIONS. FOUNDATION GRAVEL SHALL CONFORM TO SECTION 9-03.17 OF THE STANDARD SPECIFICATIONS. BANK RUN GRAVEL fOR TRENCH BACKFILL SHALL CONFORM TO SECTION 9-03.19 OF THE STANDARD SPECIFICATIONS, EXCEPT AT TRANSVERSE CUTS TO THE ROAD ALIGNMENT OR AT UTILITY CROSSINGS, WHICH SHALL BE BACKFILLED WITH CRUSHED GRAVEL SURFACING. CONTRACTOR SHALL BE RESPONSIBLE fOR REMOVING AND DISPOSING OF ANY EXCESS EXCAVATED SOIL MATERIAL AT AN APPROVED DISPOSAL SITE. 5. CRUSHED GRAVEL SURFACING CRUSHED GRAVEL SURfACING SHALL CONfORM TO 11-IE REQUIREMENTS OF SECTION 9-03.9(3) OF THE STANDARD SPECIFICATIONS. 6. ASPHALT CONCRETE PATCH AND OVERLAY ASPHALT CONCRETE SURFACING fOR PATCHING AND .oVERLAY SHALL CONFORM TO SECTION .5-.04.2 AND.5-.o4.JOF THE STANDARD SPECIFICATIONS. ASPHALT CONCRETE SURFACING SHALL MEET CLASS B GRADING REQUIREMENTS. SURFACE RESTORATION 1.0FfSlTESURfACE RESTORATIDN ALL PAVED OR UNPAVED SURFACES OR EASEMENTS SHALL BE RESTORED TO A CONDIllON EQUAL TO OR BETTER THAN THAT WHICH EXISTED PRIOR TO CONSTRUCllON. CONSTRUCTION AREA IN ALL UNIMPROVED AREAS SHALL BE FINE GRADED UPON SUCCESSFULtNSTALLA llON OF THE SEWER IMPROVEMENTS. ALL TREES,SHRUBS AND OR OTHER IMPROVEMENTS SHALL BE SAVED,RELOCATED, OR -REPL.ACEDBY CONTRACTOR UNLESS NOTED OTHERWISE ON THE DRAWINGS OR IN THE EASEMENT STIPULATIONS. RESTORATION SHALL BE TO THE SATISFACTION OF THE DISTRICT, PROPERTY OWNER. OR GOVERNING ROAD AGENCY. PRECONSTRUCTION PHOTOGRAPHS SHALL BE USED TO APPROVE RESTORATION. 2. ROAD SHOULDER RESTORATION WITHIN RIGHT-OF-WAY THE EXISTING SURFACING OF DISTURBED ASPHALT SHOULDERS SHALL BE REMOVED TO A MINIMUM DEPTH OF 6 INCHES BELOW ORIGINAL STREET GRADE TO PROVIDE FOR PLACEMENT OF THE NEW SUBGRADE AND PAVING. THE SUBGRADE SHALL BE CONSTRUCTED OF 1 1/4-INCH MINUS CRUSHED SURFACING 'BASE COURSE PLACED TO A COMPACTED THICKNESS OF 2 1/2 INCHES, fOLLOWED BY 5/8-INCH MINUS CRUSHED SURFACING TOP COURSE PLACED TO A COMPACTED THICKNESS OF 1 1/2 INCHES. CLASS B ASPHALT CONCRETE SHALL THEN BE PLACED AND COMPACTED IN 2-INCH LIFTS UP TO A MAXIMUM 4-INCH THICKNESS TO MATCH EXISTING PAVEMENT THICKNESS. MINIMUM THICKNESS SHALL BE 2 INCHES. THE SHOULDER SHALL BE REPLACED T'() THE EXISTING fOG LINE IN AREAS WHERE THE EXISTING ASPHALT SHOULDER IS SERIOUSLY DISTURBED, OR AT THE ENGINEER'S DISCRETION. RESTORATION OF GRAVEL SHOULDERS SHALL INCLUDE A MINIMUM OF 1 1/2 INCHES OF CRUSHED SURFACING TOP COURSE AND 2 1/2 INCHES ·OF CRUSHEO SURFACING BASE COURSE. 3. ASPHALT SURFACE RESTORATION WITHIN RIGHT-OF-WAY THE EXISTING ASPHALT SURFACE SHALL BE CUT ON A NEAT LINE BY SAWCUTIING, JACK-HAMMERING OR OTHER APPROVED METHOD PRIOR TO EXCAVATION TO PROVIDE A CONTINUOUS UNE. FOLLOWING PROPER BACKFILL AND COMPACTION OF THE TRENCH, THE EDGES OF THE SURFACING SHALL BE RETRIMMED 6 INCHES WIDER THAN THE EXCAVATION WITH STRAIGHT VERTICAL EDGES FREE FROM IRREGULARITIES. A 1 1/4-INCH MINUS CRUSHED SURFACING BASE COURSE SHALL BE PLACED TO A COMPAC"TED THICKNESS OF 4 1/2 INCHES, fOLLOWED BY 5/8- INCH MINUS .CRUSHED SURfACING TOP COURSE PLACED TO A COMPAClED THICKNESS OF.2 INCHES. CLASS B ASPHALT CONCRETE SHALL THEN BE PLACED AND COMPACTED IN 2-INCH uns TO MAICHTHE EXISllNG THICKNESS AND GRADE OF THE ORIGINAL SURfACE. ASPHALT PATCH SHALL HAVE A MINIMUM THICKNESS OF 2 INCHES AND A MAXIMUM THICKNESS OF 4 INCHES. THE ASPHALT PATCH SHALL THEN BE OVERLAID WITH A MINIMUM OF 1 1/2 INCHES COMPACTED CLASS B ASPHALT CONCRETE. ASPHALT OVERLAY SHALL BE PRE-LEVELED AS DETERMINED BY THE RESIDENT PROJECT REPRESENTATIVE OR ENGINEER. NO OVERLAY SHALL BE REQUIRED IF THE FINAL TRIMMED EDGE OF THE ASPHALT PATCH DOES NOT ENCROACH INSIDE THE FOG UNE OR. IN UEU Of A FOG LINE. WITHIN 12 fEET FROM THE EXISllNG CENTERLINE OF THE ROAD. ENGINEER RESERVES THE RIGHT TO "REQUIRE AN OVERLAY ON ANY SECllON. If l'HEB>GE OF THE 'ROAD IS CURB ANI) GUTTER, THEN !HE ASPHALT PATCH SHALL EXTEND TO THE EDGE OF THE CURB UNLESS INDICATED OTHERWISE BY THE ENGINEER OR GOVERNING ROAD AGENCY. ALL ASPHALT JOINTS SHALL BE SEALED WITH APPROVED SEALER. CONTRACTOR SHALL REPLACE EXISTING STRIPING AND PAVEMENT MARKINGS AS REQUIRED BY THE ROAD AGENCY WITH JURISDICTION. CONTRACTOR SHALL MAINTAIN TEMPORARY COLD OR HOT MIX ASPHALT PATCHES DAILY DURING CONSTRUCTION TO THE SATISFACTION OF THE GOVERNING ROAD AGENCY AND THE ENGINEER UNTIL SAID PATCH IS REPLACED WITH A PERMANENT HOT PATCH. THE PERMANENT HOT MIX ASPHALT PATCH SHALL BE PLACED AND SEALED WITH A PAVING GRADE ASPHALT WITHIN 30 CALENDAR DAYS. CONCRETE PAVEMENT SHALL BE RESTORED CONSISTENT WITH SECllON 6-02 OF THE STANDARD SPECIfiCATIONS. ANY CONCRETE PAVEMENT TRAFfiC LANE AFFECTED BY THE TRENCHING SHALL HAVE ALL AffECTED PANELS REPLACED. CEMENT CONCRETE PAVEMENT SHALL BE RESTORED WITH AN 8-SACK MIX, USING EITHER TYPE II OR TYPE III CEMENT WITHIN 30 CALENDAR DAYS. 4. CURBS,GUTTERS. AND SIDEWALKS EXISllNG CURBS, GUTTERS, AND SIDEWALKS DAMAGED BY CONSTRUCTION Of THE PROJECT OR THE CONTRACTOR'S USE AND ACTIVITY, SHALL BE REPAIRED TO THE SATISFACTION OF THE PROPERTY OWNER, THE DISTRICT. THE ROAD AGENCY WITH JURISDICTION, AND TO ITS ORIGINAL CONDITION OR BETTER. 5. NON-PAVEMENT RESTORATION WITHIN RIGHT-OF-WAY CULTIVATED LAWNS SHALL BE RESTORED WITH SOD. RESEEDING OF CULTIVATED LAWNS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF PROPERTY OWNER. DISTRICT. AND ENGINEER. UNCULTIVATED LAWNS, PASTURE AND VACANT LAND SHALL BE RESTORED WITH A PASTURE GRASS MEETING THE FOLLOWING REQUIREMENTS. SEED MIX: 40% PERENNIAL RYEGRASS 10% WHITE CLOVER 30% FESCUE 20% RED CREEPING FESCUE APPLY AT THE RATE OF 100 POUNDS PER ACRE MULCH: SILVA fIBER MULCH APPLIED AT 1500 TO 2000 POUNDS PER ACRE. FERTILIZER: COMMERCIAL MIX 10/20/20 OF NITRATE, PHOSPHATE AND POTASH APPLIED AT RATE OF 450 POUNDS PER ACRE. 6. FINAL UTILITY ADJUSTMENT TO FINISH GRADE ALL UTILITY COVERS WHICH ARE LOCATED ON PROPOSED ASPHALT ROADWAYS SHALL BE TEMPORARILY PLACED AT SUB-GRADE ELEVATION PRIOR TO PLACING CRUSHED SURFACING MATERIAL. FINAL ADJUSTMENT OF ALL COVERS AND -ACCESS ENTRIES SHALL BE MADE FOLLOWING FINAL PAVING BY SAW-CUTTING OR NEAT-LINE JACK- HAMMERING OF THE PAVEMENT AROUND LIDS AND COVERS. OPENING SHOULD NOT BE LARGER THAN 12 INCHES BEYOND THE RADIUS OF THE COVER. CONTRACTOR SHALL THEN REMOVE BASE MATERIAL, SURFACING COURSE, AND FRAME; ADD 'RAISING BRICKS; AND REPLACE FRAME AND COVER TO FINISH GRADE. FILL AND MECHANICALLY COMPACT AROUND THE STRUCTURE AND FRAME WITH CRUSHED SURFACING MATERIAL OR ATB. OR POUR A 5-INCH MINIMUM THICKNESS OF CONCRETE CLASS 3000 TO WITHIN 2 INCHES OF THE SURFACE. FILL THE REMAINING 2 INCHES WITH ASPHALT CONCRETE CLASS B HOT MIX. COMPACTED AND SEALED TO PROVIDE A DENSE. UNIFORM SURfACE. FINAL ADJlJSTMENT Of ALL COVERS AND ACCESS ENTRIES SHALL BE COMPLETED WITHIN .30 DAYS OF FINAL PAVING. 7. FINAL CLEANUP THE DEVELOPER/CONTRACTOR SHALL CLEANUP AU ADJACENT AREAS IN COMPLIANCE WITH SECTION 1-04.11 OF mE ST.ANOARD SP£ClFlCAllONS. STREETS AND ROADWAYS SHALL BE CLEANED AND SWEPT BOTH DURING AND AFTER THE INSTALLATION WORK. DISlURBED SOILS SHALL BE FINAL GRADED, SEEDED, AND MULCHED AFTER INSTALLATION OF THE WATER MAIN. IN LIMITED AREAS SEEDING AND MULCHING BY HAND, USING APPROVED -METHODS, WILL BE ACCEPTABLE. nrTCH LINES WITH ER'()DIBLE SOIL OR SUBJECT T'() RAPID FLOWS MAY REQUIRE SEEDING, JUTE MATTING. NETTING, OR ROCK LINING TO CONTROL EROSION. ANY SILTING OF DOWNSTREAM DRAINAGE FACILITIES. WHETHER DITCHES OR PIPE AND CATCH BASINS. WHICH RESULTS FROM THE WATER MAIN INSTALLAllON SHALL BE CLEANED OUT AND THE WORK SITE RESTORED TO A STABLE CONDITION AS PART OF SITE CLEANUP. 8. TRAFFIC CONTROL THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR INTERIM TRAFFIC CONTROL DURING CONSTRUCTION ON OR ALONG TRAVELED COUNTY ROADWAYS. 1RAFFIC CONTROL SHALL fOLLOW THE GUIOEUNES OF SECTION 1-07.23 OF THE STANDARD SPECIFICATIONS. ALL BARRICADES, SIGNS. AND FLAGGING SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD MANUAL SIGNS SHALL BE LEGIBLE AND VISIBLE AND SHOULD BE REMOVED AT THE END OF EACH WORK DAY IF NOT APPLICABLE AfTER CONSTRUCTION HOURS. WHEN ROAD CLOSURES CANNOT BE AVOIDED. THE DEVELOPER OR CONTRACTOR SHALL POST "TO BE CLOSED" SIGNS A MINIMUM OF fiVE DAYS PRIOR TO THE CLOSING. THE TYPES AND LOCATIONS OF THE SIGNS SHALL BE SHOWN ON A DETOUR PLAN. A DETOUR PLAN MUST BE PREPARED AND SUBMITTED TO THE DISTRICT'S FIELD REPRESENTATIVE AND APPROVED BY THE GOVERNING ROAD AGENCY PRIOR TO CLOSING ANY ROADWAYS. IN ADDITION, THE DEVELOPER/ CONTRACTOR MUST NOTIFY IN WRITING ALL LOCAL FIRE. SCHOOL, LAW ENFORCEMENT AUTHORITIES, METRO TRANSIT, AND ANY OTHER AFFECTED PERSONS AS DIRECTED BY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST FIVE DAYS PRIOR TO THE ROAD CLOSURE. PRELIMINARY FEB 11 2004 ~ 0 ~R: ~~ u ...J ...J -<J) ... CD r:::: -... a:I a.. 00 r:::: '-... -o a:: -I «-I ~~ ~~ -a. Q:a. a.« 8 ~ .. LU Z !!! " " .>c ;g ~ ~ ~ In 0 ~ ~ a.. () <: (> ~ '" ~ '" Q Q <'; 0 co 0> ~ 8 co :2 ~ ~ .. ~ ~ 0> '" cD ~ ~ f:; .... G; ;! of '" - BASf: MAP ~ ~ <> ~ -Q -I L. I- ~ f-a. II:: ~ ~ "'0 Q - I/) :. '" II:: o <: 0 0> 0> , '<t' 0 ~ ~ -, - '" 0 (> <> <: a. z o SHf:f:T 4 OF 5 ~~ ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ -!~DR~A~W~/N~G ____________ J • a <> <> ru t§ iii ~ .. ~ .. "-ru o ... " " z >= 18"MAX. ... U _-,.-_ ('-------...-. , '. .' PLAN VIEW MANHOLE DETAIL NTS ,CAST IRON RING & LOCKING CO-.t:R, "01.. YlAPIC FOUNDARY COMPANY" NO. 1.1-1025 wi H-20 RAllNG MARK£D "SEYrm ClEANOUr' PLAN -CONCR£lE PAD, 24". 24". S" (OR INSTALL IN PAVEMENT) SLOPE AWAY wi BRUSH flNISH 11"x 8" LOCKING CLEANOUT CAST IRON RING & LOCKING COlIER, "OL YlAPIC fOUNDARY COMPANy" NO. IH02S / CONCRETE PAD, 24". 24". s" L_ (OR INSTALL IN PA'IEMENT) Vk/,-U'/.:(/.«%(' I~E5~ , ~)'.(/),,/.,,(; ~jlo Do ,~ . -.L 'TTF"'~~*::::':T ~ LBOTTOM Of fRAME MUST BE ~ ~ 0" UIN. -." UAX. ABO'IE I TOP Of e.o. RISER r-: MECHANICAL COMPRESSION TYPE PLUG YI1TH UP 6" RISER___ r-10" PVC PIPE 6"WYE~ UJ £-~~/~ --- - ELEVATION 6" 4S' BEND PLUG, UNLESS OTHER'MSE NOTED SURFACE CLEAN OUT {S\ (SIDE SEWER) OWNED & MAINTAINED BY LOT OWNER 10' (TYP.) (PLAT UTIUTY EASEMENT) COMMON UTIUTY TRENCH (PWR, TEL, GAS, ETC.) I I I I OWNED & MAINTAINED BY SEWER DISTRICT DISTANCE VARIES CURB STREET SURFACE I [SIDEWALK J , :. ::";:'" I~' 00",": I I I ;!; I INSTALL ::< I S'xS'x6'TEST TEE W/PLUG 0 '" z :J I~ ::Ji Il< ~ III ~ [ 6"CAP in PROPERTY UNE -------------======Jllrrrr=:I]1 ':C===;=I .U~2~%J!I.f!ti'N.:.JSL.~OPQttEJ lz~~m_-----_-~ ~ _ _ ::. :;' ( DEVElOPER/CONTRACTOR MAY (TYPICAL) EXTEND SlUB SERIllCE DURING SE\\ER MAIN CONSTRUCTION. 8' SEWER MAIN (TYPICAL) ELEVATION ED STUB SERVICE CONSTRUCTION DETAIL 4 NTS "' ... d >-III ~ L----------------------------------------i~ ... ~. _________ ~_3=O _________ NT_S __________________ _r----------------------------------------II------~.~~~ ____________________________ ~~ I I .tl.QIE;. CONCRETE SHALl BE BRUSHED FINISHED. IF ASPHALT IS USED IT MUST BE COMPACTED. ~ MANHOLE RIM & COVER-OFF PAVING 23 NTS STD. 24'. MANHOLE FRAME.., wi LOCKING UD , G. ~ 20"M ..... ~ ~. ECCENlRlC CONE 1" _________ ' y/ =" 7' =: ftr---- - - --lI . = = rt.r-- - --=W- SECTIONS AS,--j NEEDED , • = r}t-- - - - -W- I = BASE SECTIQNI--i , = NOTE: A MINIMUM OF ONE ADJUSTMENT RING SHALL BE INSTALLED BETWEEN THE TOP OF CONE & THE MANHOLE COVER. ® STANDARD MANHOLE DETAIL 27 NTS PRELIMINARY FEB 11 2004 . Cl ~ ..... tl ~ Ii: : I ~! 1----1 00 c: .-.. • • c: -00 c: W --.- .c: -o ~ - ffil-Z w I-0 0::::> «$ ~I-~ ffi ~ W>~ en t-4: .--~-xa:::~ We W(§o w 0:: ~ w a::: 0:: w « t) « 0> ~LL.0 > a:::O Z Cl)w Wt-~ Oen ~:5en o oes en fl.. CI) DEY: '1WOFMENT PLANNINr. RENTON " ~AY 12 2eUII .....---..BEcsu II',. ... BASE MAP ._- ~L---------------------__________________ 1_ ______________________________________ _L ________________________________________ ~ ______________________________________ ~ ________ ~ SHEET 5 OF 5 DRAWING , , 8 ~ "- <0 ~ "'I .. i <>j -c:l hi III ~ " ~ 0 Q W " :J 2 Q ~ ..... z ~ m o ~ ~ « I.&.J CC ~ .:c ~ i:: iii ,;; ~ w '" ffi ~ 0 z 0 If) ~ 0:: :ll:: ~ ~ ).. ..... ~ e5 0.: ,;; 0 ~ z ~ '" OWNER/APPLICANT VINEYARD CONSTRUCTlON P. 0. BOX 2401 KIRKLAND. WA 98083 (425) 893-8478 CONTACT: BOB WENZL PLANNER/ENGINEER/SURVEYOR CORE DESIGN INC. 4205 -148TH A ~ N£., SUITE 100 BELLEVUE, WASHINGTON 98007 (425) 885-7877 CONTACT: LAFE HERMANSEN-PLANNER ROB STEVENS, P.£' -ENGINEER KEVIN J. VANDERZAi'tDEN, P.L.s. -SURVEYOR LEGAL DESCRIPTION THE NORTH HALF OF THE NORTH HALF OF THE SOUTHWEST OUARTER OF THE SOUTHWEST C}UARTER, LESS THE SOUTH 80 FEET OF THE NORTH !f0 FEET OF THE WEST 120 FEET OF THE EAST 150 FEET THEREOF AND THE EAST 30 FEET OF THE SOUTH HALF OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST C}UARTER ALL IN SECTlON 29, TOWNSHIP 23 NORTH. RANGE 5 EAST, w.Af.. KING COUNTY. WASHINGTON. LESS COUNTY ROADS. BENCHMARKS: 3" BRASS OISC IN SIDEWALK (j THE SW CORNER 108th A~ s.£. &-176th ST. KING co. BM F-8A ELEVATlON 400.97 DA TUM: CITY OF RENTON -NA 1m 1988 BASIS OF BEARINGS N86'50'15"E, KCAS, ALONG THE SOUTH LINE SWf/4 SECTlON 29-23-5 SW 1/4, SW:1../4, SEC. 29, TWP. 23 N., RGE. 5 E., W.M. 50 SINGLE FA MIL Y LOTS FOR VINEYARD CONSTRUCTION RENTON, WASHINGTON SHEET INDEX Cl.0l TITLE SHEET C2.01 EROSION CONTROL PLAN C2. 31 EROSION CONTROL DETAILS C2.32 EROSION CONTROL NOTES C10l ROAD AND GRADING PLAN CJ 31 SITE DETAILS AND GRADING NOTES C4.01 ROAD AND STORM DRAINAGE PLAN C4.21 ROAD AND STORM DRAINAGE PROFILES C4.31 STORM DRAINAGE DETAILS AND NOTES C4.32 DETENTION POND DETAILS C6.01 WA TER PLAN/PROFILE C6.31 WA TER DETAIL & NOTES C7.01 COMPOSITE UTILITY PLAN FOUND 3" CONC ~ON. W! 3/B" COPPER PIN de PUNCH ON 8-23-91 HELD FOR UNE CHECKED ~ t-'" C> -. VICINITY MAP ,. = 3()00 ':1: CITY OF RENTON CONTROL POINT #895 N 52031.29 M E 397209.25 M eN 170706.338 FT" E 130.3179.999 r;) N89"16'.32"E 2630.68 JO~"---~...........--- -N89'16'32~E 2658.10 U ---,'='15=.,.-----{:29 29n26 N88'03'11"E 120.26 N8S'03'1'"E -'318.gs-- r-c'~.~E S/S"REBAR (NO CAP) X 0.11 W. OF CORNER CITY OF RENTON CONTROL POINT #1866 N 50416.73 M E 397160.91 M eN 165409.225 FT"\ E 1303021.403 rV 1322.55 _ _ _--,-,1J~22.5",--5 ___ ~" ----"m:;----==:'N85=~O='15"=-E 2645.11 ( 2545.40-MEAS ) .32' '-----FOUND WALDORF PLUG ON. 0.4' IN CASE ON 10-31-97 HELD POSIllON CONTROL DIAGRAM ,. = 3000':1: FOR COMPLIANCE coRE I ...... 12-04-04 03/16/04 14711 NE 29th Place Suite 101 Bellevue, Washington 98007 425,885.7877 Fax 425.885.7963 TO CITY STANDARDS \,; /DES/GN Date ENGINEERING PLANNING, SURVEYING Date Date DEV~W,f~~~~%NING TITLE SHEET MAY 1 22004 01052C101 z 0 V) Ci I:t: :ll: ~ ~ t ~ es a.: w ci ~ z ~ 0: SW 1/4, SW 1/4, SEC. 29, TWP. 23 N., RGE. 5 E., W.M. 35 Rock-LINED SWALE (TYP.j'" SEE DETAIL SHT. C231. ___ ·-··-r·~ \ TEMPORARY SEDIMENT~ POND RISER. SEE DETAIL SHT. C231 ROCK CHECK DAM (TYP.) SEE DETAIL SHT. C231 36 ./ ~./-~.-; .--! ;"-'-7 " i I / \ ! l... / i / / / \ \ \ . ./ I r ---. CONSTRUCTION SEQUENCE 1. CONTRACTOR SHALL SCHEDULE AND A TTEND A PRECONSTRUCT/ON MEETlNG WITH THE CITY OF RENTON INSPECTlON PERSONNEL BY PHONING 235-2631. 2. SURVEYORS SHALL STAKE CLEARING LIMITS IN THE FIELD. 3. INSTALL FlL TER FABRIC FENCES AND CONSTRUCTlON ACCESS AS SHOWN ON THE PLAN. BEGIN LOGGING AND GRUBBING OPERA TlONS AFTER SIL T FENCES ARE INSTALLED. 4. CLEAR FOR AND INSTALL SEDIMENT POND. 5. CLEARING AND GRADING MA Y NOW COMMENCE. CONSTRUCT INTERCEPTOR SWALES AS GRADING PROGRESSES TO DIRECT RUNOFF TO THE SEDIMENT POND AS SHOWN ON THE PLAN. REMOVE ALL HOUSES AND ASSOCIATED OUT BUILDINGS AND LANDSCAPING UNLESS THEY ARE SPEClfiCALL Y CALLED OUT ON THIS PLAN TO REMAIN (OR FALL OUTS/DE THE CLEARING LIMITS). 6. 7. 8. 9. 10. 11. 12. DURING THE GRADING PROCESS, THE CONTRACTOR SHALL PA Y SPECIAL A TTENTlON TO PROTECTlNG EXPOSED SLOPES (HYDROSEEDING, MULCH, ETC.). INSTALL UTlLITlES AND ROAD IMPROVEMENTS PER THEIR RESPECTlVE PLANS ONCE THE SITE IS TO GRADE. CONSTRUCT INLET FlL TERS A T THE CA TCH BASINS AS UTILITY INSTALLA TlON ALLOWS AND/OR UPON FINISH GRADING. (INLET/SUMP FIL TERS ARE THE RECOMMENDED MINIMUM REOUIRED TO BEGIN ELIMINA TlNG TEMPORARY INTERCEPTOR DITCHES') DIRECT RUNOFF TO THE INLET/SUMP FlL TERS AND BEGIN ELIMINA TlNG INTERCEPTOR DITCHES. CLEAN SUMPS AND STORM DRAINAGE UT/LITlES AS NECESSARY. ONCE FINAL GRADING IS COMPLETE. HYDROSEED OR SOD ALL REMAINING EXPOSED AREAS. FLUSH PERMANENT STORM DRAINAGE SYSTEM. TERMINA TE EROSION CONTROL FACILlTlES WHEN PERMANENT DETENTlON FACILITlES ARE COMPLETE AS REQUIRED FOR PA VlNG. THE REMAINING EROSION CONTROL FACILITIES MA Y BE TERMINA TED WHEN ALL CONSTRUCT/ON. LANDSCAPING, AND CLEAN-UP ARE COMPLETE; THE PERMANENT DETENTlON FACILITlES ARE OPERA TlONAL; AND THE POTENTlAL FOR ON-SITE EROSION HAS PASSED. I" \ 1,-'ill 19',,':\2 ...-J IE. ;:~~~~ .~ NOTES DUE TO THE POSSIBLE EROSION AND SEDIMENTATION PROBLEMS FROM CONSTRUCTION ACTIVITIES ON THE SITE, STAFF RECOMMENDS THE FOLLOWNG CONDITIONS FOR THIS PLAT (FOR BOTH PRELIMINARY PLAT DEVELOPMENT AND FUTURE BINDING PERMITS FOR THE INDIVIDUAL LOTS): 1. THE APPLICANT SHALL INSTALL A SILT FENCE ALONG THE DOWN SLOPE PERIMETER OF THE AREA THAT IS TO BE DISTURBED. THE SILT FENCE SHALL 8E IN PLACE BEFORE CLEARING AND GRADING IS INITIATED, AND SHALL BE CONSTRUCTED IN CONFORMANCE WTH THE SPECIfiCATIONS PRESENTED IN SECTION 0.4.3.1 OF THE KING COUNTY SURFACE WATER DESIGN MANUEL (SMJM), APPENDIX D. THIS WLL BE REQUIRED DURING THE CONSTRUCTION OF BOTH OFF-SITE AND ON-SITE IMPROVEMENTS AS WELL AS BUILDING CONSTRUCTION. 2. SHALLOW DRAINAGE SWALES SHALL BE CONSTRUCTED TO INTERCEPT SURFACE WA TER FLOW AND ROUTE THE FLOW AWAY FROM THE CONSTRUCTION AREA TO A STABILIZED DISCHARGE POINT. VEGETA TlON GROWTH SHALL BE ESTABLISHED IN THE DITCH BY SEEDING OR PLACING SOD. DEPENDING ON SITE GRADES, IT MA Y BE NECESSARY TO LINE THE DITCH WTH ROCK TO PROTECT THE DITCH FROM EROSION AND REDUCE FLOW RA TES. THE DESleN AND CONSTRUCTION OF DRAINAGE SWALES SHALL CONFORM TO THE SPEClfiCA TlONS PRESENTED IN SECTION 4.4.1 OF THE SMJM. TEMPORARY PIPE SYSTEMS CAN ALSO BE USED TO CONVEY STORMWA TER ACROSS THE SITE THIS WLL BE REOUIRED DURING THE CONSTRUCTION OF BOTH OFF-SITE AND ON-SITE IMPROVEMENTS AS WELL AS BUILDING CONSTRUCTION. 3. THE PROJECT CONTRACTOR SHALL PERFORM DAIL Y REVIEW AND MAINTENANCE OF ALL EROSION AND SEDIMENTATION CONTROL MEASURES AT THE SITE DURING THE CONSTRUCTION OF BOTH OFF-SITE AND ON-SITE IMPROVEMENTS AS WELL AS BUILDING CONSTRUCTION. 4. WEEKL Y REPORTS (WHICH SHALL REFLECT DAILY INSPECTIONS) ON THE STA TUS AND CONDITION OF THE EROSION CONTROL PLAN WTH ANY RECOMMENDA TlONS OF CHANGE OR REVISION TO MAINTENANCE SCHEDULES OR INSTALLA TlON SHALL 8E SUBMITTED BY THE PROJECT ENGINEER OF RECORD TO THE PUBLIC WORKS INSPECTOR FOR THE PRELIMINARY PLAT CONSTRUCTION. CERTIfiCATION OF THE INSTALLATION, MAINTENANCE AND PROPER REMOVAL OF THE EROSION CONTROL FACILITIES SHALL BE REQUIRED PRIOR TO RECORDING OF THE PLA T. LEGEND A (' f.+u 41 x-x-x ... If!i$$ii SEDIMENTA TlON POND AL TER FABRIC FENCE INTERCEPTOR SWALE ROCK-LINED SWALE CONSTRUCTION ACCESS CLEAR PLASTIC COVER LIMITS OF CLEARING aM $& CONSTRUCTION SEOUENCE ® ROCK CHECK DAM • INLET FIL TER @ ORANGE CLEARING LIMIT FENCING 0- BENCHMARKS: 3" BRASS DISC IN SIDEWALK (I THE SW CORNER IOBth AI£: s.E. &-176th ST. KING ca BM F-BA ElEVATION 400.97 DATUM: CITY OF RENTON -NA WJ 1988 BASIS OF BEARINGS N86'50'15"E, KCAS, ALONG THE SOUTH LINE Swt/4 SECTION 29-23-5 \ APPROXIMA T(lQCAUON_.- OF £XI.ST!N(J-SfPTlC SYstEM TO BE REMOVED !.... I 'E Cr>fP l>1 JI8.Hl :E 11~ S ':;1806 44 SCALE: 1" "'[ I I'''' r" !VI! ............ K 'I.:: 11 W J11:!JO k1;1r!H if. '1" CPf.? ;0 :~m . .;z 11: l:r S ,%'.1.4S A)~ £ :1 'f. 24w eMf' 31'< .. uu.&"> If: N< !..'MP Nl: ,l.?o'll~ 'E :;:.1' Wi" f;' J1U25 'ENTRANCE, SEE DETAIL SHT. C231 .•• __ ••.. _ 10' WASil,\;GTON NATlJfVI.L GAS COMFlj,N,' EASt:Mt:NT REG. NO 6093010 & 5073887 ~~IJ TER FABRIC FENCE (TYP.) 4' SEE DETAIL SHT. C231 50' NOTE: ALL STRUCTURES AND LANDSCAPING FEATURES OUTSIDE OF THE AREA LABELED EXCEPTION AND OUTSIDE THE WETLAND BUFFER ARE TO BE REMOVED. CONTRACTOR TO COORDINA TE/OB TAIN ALL REQUIRED DEMOLITION PERMITS. o 25 50 100 ! ! 1------11 CHECKED FOR COMPLIANCE TO CITY STANDARDS _________ Date __ _________ Date __ _________ Date __ coRE \.,; /DEStGN ENGINEERING I ..... 12-04-04 03/16/04 14711 NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 PLANNING· SURVEYING EROSION CONTROL PLAN DEVELOPMENT PLANN~--r--T""".....,.--r---'-~-r---l CITY OF RENTON MAY 1 01052C201 RECEIVED Ci " ili '" >< '" ~ '" ~ ~ , • <!; 4. '-' J, ~ :::! ';t ~ ~ :.... k ~ es Il.: III ~ Z w ~ ~ t;; :i ..; ci :i ~ I 3 m ~ ~ ~!I ~ ~~ <~~ ~ I I t:t: 0.. 0.. « w ~ Cl ~ z 0 Vl G'i t:t: 0 z STAKE UPRIGHT ~ l:J(/:O T. GROUND ----QvmtlJ1Ft----- 180.B5-~~~ FIL TER FENCE BAFFLE (SEE DETAIL. SHEET C2.31) 6 'MIN. OUTLET PIPE SECURE STANDPIPE IN CONCRETE PAD OR TO METAL PLATE TO PREVENT FLOTA17ON. (SEE RISER DUAIL, THIS SHEET) NOTE: SEE PLAN FOR POND DIMENSIONS & ELEVA TlONS SEDIMENTA TION POND DETAIL PROVIDE ADE(JUA TE STRAPPING POI. YETHYLENE CAP ---.~~ PERFORA TED POI. YETHYLENE DRAINAGE TUBING, 8" OIAMETER TUBING SHALL COMPL Y I+fTH ASTM F667 AND AASHTO M294. )--{ WA TER17GHT COUPLING 18" MIN. 18" CORRUGATEO METAL RISER t- ,---4.5' (MIN.) OEWA TERING ORIFICE, SCHEO. 4D STEEL STUB 5.68" DIAMETER SEE PLAN FOR OUTLET PIPE SIZE L CONCRETE BASE --ALTERNA17V£LY, METAL STAKES '--______ --' AND I+fRE MA Y BE USED TO l--2X RISER OIA. MIN. -I PREVENT FLOTA 17ON. TEMPORARY SEDIMENT POND RISER DETAIL NO SCALE l' THICK QUARRY ROCK 3· TO 6" DIAMETER ROCK-LINED SWALE DETAIL NO SCALE SW:1./4, SW 1/4, SEC. 29, TWP. 23 N., RG£ 5 E., W.M. FlL TER FABRIC MA TERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. II U . BURY BOTTOM OF FABRIC 6 MAX. MA TERIAL IN 8" BY 12" TRENCH ._.J 2" BY 2" 14 GA. WIRE FABRIC OR EQUiV. FIL TER FABRIC MA TERIAL ~ r BY r BY 14 GA. WIRE "'- FABRIC OF EQUIV. BACKFILL WITH -----~i NA TI VE MA TERIAL 2" BY 4" WOOD POST AL T: STEEL FENCE POSTS. C;SVJ ~ ~'" t...J , ~ ~~ r.,~c:i:<C '-.:-Cl... OJ 8 "MIN. ELEVA TlON SECTION Purpose Conditions Where Practice Applies To retain sediment from very small disturbed areas by construction of 0 temporary barrier made from residue materi(1/s ava/7able from clearing and grubbing the site. Below disturbed areas subject to sheet and rill erosion, where enough residue material is available for construction of such a barrier. Note, does not replace the need for a sediment trap or pond. ~ ~ It) ..... FIL TER FABRIC FENCE DETAIL EXISTING GROUND I 0 4"-8" QUARRY SPALL5, 12" THICK. (MIN.) NO SCALE R/W 100' MIN. 0 00 0 0 0 00 EXISTING DRIVEWA Y RAMP OR SITE ACCESS ROAD DRIVEWA Y CURB OR EDGE OF PAVEMENT R = 25MIN. 1. Use 4" to 8" quarry spalls or crushed rock for surfacing as shown. Material with ·fines" is not acceptable. 2. The 100' minimum length shall be lengthened as necessary to insure material is not tracked into the public right-of-way. CONSTRUCTION ENTRANCE DETAIL NO SCALE WIRE --~ SCREEN CONC. BLOCK .---CA TCH BASIN GRA TE RUNOFF WATER w/ SEDIMENT GRA VEL FIL TER L--_ PERIPHERAL SUMP .---FlL TERED WA TER CA TCH BASIN GRA TE BURLAP FABRIC FlL TER.ED-____ WATER RUNOFF WATER w/ SEDIMENT STAKES , ~ ~ ~ -~ , ..... It) L = THE DISTANCE SUCH THA T POINTS A & B ARE OF EQUAL ELEVA TlON. SPACING BETWEEN CHECK DAMS ROCK CHECK DAM DETAIL , .... NO SCALE 1.:>' 1.:>' SWALE FLOW LINE __ ....J ROCK INTO SWALE 0.25' MIN. INTERCEPTOR SWALE X-SECTION & ROCK CHECK DAM KEY ROCK INTO SWALE 0.25' MIN. THE SUMP BEHIND THE ,----ROCK CHECK DAM SHALL BE INSPECTE[} DAIL Y AND CLEANED WHEN COLLECTED -DEBRIS EXCEtDS 1/2 OF THE SUMP'S [}EPTH. NOTE: ROCK SHALL BE 4· MINUS QUARRY ROCK. ROCK CHECK DAM X-SECTION ROCK CHECK DAM NO SCALE 3MIN. IL~VEL BER~I :(~ '<~~~ ~<'? /).; /, /A/>;:Y>;:Y~ olf> /; ,~)\);; K?/;. /Y0' ~If> '----IF CONSTRUCTING IN FILL, THE BERM SHALL BE COMPACTED TO AT LEAST 90% OF MAXIMUM DENSITY. INTERCEPTOR SWALE DETAIL NO SCALE SEDIMENT CHECKED FOR COMPLIANCE TO CITY STANDARDS coRE \,; /DESIGN 14711 NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 ALTERNATE 1 ALTERNATE 2 INLET SUMP / FILTER DETAIL NO SCALE ________ Dote __ ________ Dote __ Dote ENGINEERING PLANNING· SURVEYING EROSIQN CONTROL DETAILS CiTy OF '!J~';g~NIN"""""--'----'--"--"""T""---.--r----r----l MAr 122 01052C231 " u 9 .. " '" " >< " ~ ~ Ii: ~ III z ~ Iii I Ii ~ ~ ~ ~ ~ I ~ ..J., \q ~ ~ ~ ~ ~ '-ti es Il.: Ii ~ !:~ ~ ~i ~~~ I Iii -; ::::1 I a I ~ 0 u n:: CL CL « w !<e 0 >-CD z 0 (Jl GJ n:: ci z SW 1/4, SW 1/4, SEC. 29, TWP. 23 N., RG£ 5 E., W.M. STD. 10V/IH BATTER ANISHED GRADE DESIGN SPECIAC TOPSOIL / PA VEMENT REINFORCED SOIL WALL HEIGHT GEOGRID SOIL REINFORCEMENT PROJECT SPECIAC DESIGN FACE GRAVEL 750mm ~-----'\----1---2.5 ft C RETAINED SOIL ~ ANISHED GRADE AT WALL FACE DRAINAGE AS SPECIAED FOUNDATION DEPTH * THE RETAINING STRUClVRES GREATER THAN 4 FEET IN HEIGHT REQUIRE A SEPARA TE BUILDING PERMIT AND SHALL HA ~ A SPECIAL INSPEC770N. ALTERNATE 1 SIDEWALK AND PLANTER STRIP ALTERNATE 2 SIDEWALK NEXT TO CURB (NO PLANTER STRIP) I. WALL HEIGHT (H) IS THE TOTAL HEIGHT FROM TOP INCLUDING EMBEDMENT 2. MINIMUM EMBEDMENT IS 15Omm(6"} OR H/20. 3. REINFORCED SOIL '. AS SHOWN SAND/GRA VEL 34 DEC. 1201/FT3. 4. ANISHED GRADE TO PROVIDE FOR POSITIVE DRAINAGE. 5. FOLINDA TlON ROW SET ON GRADED AND COMPACTED SOIL OR GRANULAR PAD. 6. ALL BACKALL TO IlE COMPACTED TO 95% MAX, DENSITY. 7. GRADING A T TOP OF WALL AND EMBEDMENT AS SPECIAED. 8. FACE GRAVEL -300mm (12") LAYER OF 20mm (3/4") CRUSHED GRAVEL LESS THAN 6% PASSING 1200 SIEVE. 9. SPECIRC PROJECT DESIGN DENOTES GEOGRID TYPE AND LENGTH. LOCK N LOAD GEOGRID SECTION ~ ¢ ~d': \~ .~t<~~~~' , c§< /' ",<P 'ys<i.a... c§< <i.a...A '" ~5 DRIVEWAY OR ALLEY , , SEE ZONING CODE FOR /' FOR MAX &: MIN IIfDTHS /'/' /'/' 10' COMMERCIAL ZONE 6" RESIDENTIAL ZONE 10' COMMERCIAL ZONE 6" RESIDENTIAL ZONE THICKENED BASE OF CLlRB &: GUTTER TO MA TCH APPROACH THICKNESS 6' MIN J~1-/8. CURB AND GUTTER SHOWN ~ " " HOItEVER OTHER CURBS SEE DETAIL i1 , MAY BE USED. (SEE STANDARD PLANS) SEC TI 0 N A - A 1 I. 6" JOINT, I II 3/16" SCORE LINE \ 'r ~ -18" NOTES: ON COMMERCIAL APPROA CHES. (TYP) DETAIL A APPROACH WITH MONOLITHIC CURB 1. 2 3. 4. 5. 6. 7. DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' c/c NOR LESS THAN 10' c/c. THEY SHALL NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL BE 2-1/4" DEEP. 1/2" THRU JOINTS SHALL BE PLACED A T BACK. SIDES AND FRONT (BEHIND CURB) OF APPROACH. AND IN CURB/GUTTER TO DUMMY JOINTS. CEMENT CONCRETE SHALL BE CLASS 3000 AIR ENTRAINED. ALL JOINTS SHALL BE CLEANED AND EDGED. APPROACH SHALL NOT BE POLIRED INTEGRAL IIfTH CURB AND GUTTER, BUT MA Y BE POLIRED INTEGRAL IIfTH STANDARD CURB (SEE DETAIL 'il 'J. SUBGRADE COMPACTION SHALL BE 95% MODIAED PROCTOR. APPROACH CENTERLINE TO MA TCH THE DRIVEWA Y/ALLEY CENTERLINE THE APPROACH IIfDTH IIfLL BE 10' IIfDER THAN THE DRIVEWA y/ ALLEY IIfD TH. CEMENT CONCRETE APPROACH DETAIL SEE NOTE 5 EROSION/SEDIMENTA TION CONTROL NOTES 1. APPROVAL OF THIS ERO.)fON/SEDIMENTATlON CONTROL (ESC) PLAN DOES NOT CONSTlTUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (EG. SIZE AND LOCA TlON OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTlON FAClLIT1ES, UTlLlTlES, ETC.). 2 THE IMPLEMENTATlON OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE. REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOLINDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARL Y FLAGGED IN THE AELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOIIIN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION IIfTH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. 5. THE ESC FAClLIT1ES SHOIIIN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDIT1ONS. DURING THE CONSTRUCTION PERIOD. THESE ESC FAClLIT1ES SHALL BE UPGRADED (EG. ADDIT10NAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. 6. THE ESC FAClLIT1ES SHALL BE INSPECTED DAIL Y BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FLlNCTlONING. 7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FLlRTHER WORK IS ANTICIPATED FOR A PERIOD OF 15 DA~ SHALL BE IMMEDIATELY STABILIZED IIfTH THE APPROVED ESC METHODS (EG. SEEDING, MULCHING, NEmNG, EROSION BLANKETS, ETC.-OCTOBER 1 THRU JUNE I). 8. ANY AREA NEEDING ESC MEASURE, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED IIfTHIN AFTEEN(15) DAY.s: 9. THE ESC FAClLIT1ES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR IIfTHIN #J HOLIRS FOLLOIlfNG A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOItED TO ACCUMULATE IIfTHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PA VlNG. THE CLEANING OPERA TlON SHALL NOT FLUSH SEDIMENT LADEN WA TER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED A T THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURA TlON OF THE PROJECT. ADDIT10NAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. (RCW 46. 61.665). 12 DURING THE TIME PERIOD OF NOVEMBER I THROLIGH MARCH 31, ALL PROJECT DISTURBED AREAS GREATER THAN 5,000 SQlJARE FEET THAT ARE TO BE LEFT UNWORKED FOR MORE THAN 12 HOLIRS SHALL BE COVERED BY ONE OF THE FOLLOIlfNG MEASURE,' MULCH, SODDING, OR PLASTIC COVERING. 13. ANY PERMANENT RETENTlON/OETENTlON FACILITY USED AS A TEMPORARY SEmJNG BASIN SHALL BE MODIAED IIfTH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIOE ADEQUATE STORAGE CAPACITY. 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQlJIRED, FAST GROIlfNG GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (EG.ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. CHECKED FOR COMPLIANCE TO CITY STANDARDS _________ Date __ ________ Date __ _________ Date __ coRE \; /DESIGN 03/16/04 1471 1 NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 ENGINEERING· PLANNING· SURVEYING ~I'ONTROL NOTES MAY 12 200i D 01052C232 ~ ~ '<i ! ~ C) ~ ~ ~ ~ ~ ~ VI ~ ~ 9 .. ;;:, ~ ~ )... f... ~ es Cl OJ ~ ~ 0: ..., .... ~ 0 '" ~ % ~ '\ i I z 0 Ul > w a:: ci z ! ! ///! ( '\'" I, 12' WDE GRAm: ACCESS ROAD WTH 6· c.s.e.c. I .' j ---------------- ACCESS BOIJ.:AfIl)S I PER DErAILS SHT. CM! . 8' HIGH lOCK ANa lOAD ,\. RETAINING SIRI/CiIJI/E \ " TOP 196.00 ""<0..,'<>. TCE 188. 00 n C MF". 198 27 MFF ") 98 , i STA. lIJf09.6i I/ruS A /STA. 0+00 S. ,36th lOCA TllJ AT STA. /' .-LW I"'" J BAI/I/ICAOES PEI/ C. aR. s.o, HOI8 -.. ~-:"""" -' . "- SW 1./4, SW 1./4, SEC. 29, TWP. 23 N., RG£ 5 £, W.M . I . 'I / 6' HIGH l~~;;;;~, ANa LOAD SIRI/CilJRE rof' = 25l1.oo TO{ = 252.00 /,>:" '( )"------ !.IONIJIIENT CA!£ AND CO'IEI/ PER C. aR. s.a HOJI ./ 8' HIIiII flIllt'_/ AND lOAD RETAINING SIRI/CiIJI/E rof' = 251.00 TrJE = 24£00 , ~-,;" <, ;.< ,. '. '., . i 5' HIGH lOCK AND lOAD RETAINING SlRIJCilJl/E. . T0P 2115. 00 .... . 'TrJE 280.00 6' HIGH LIM'- ANa lOAD RETAINING S7RtJCiIJI/E rof' = 288.00 TrJE = 28200 All Tl/ENCH RESTORA llON SHA£J. BE PER ClJRRENT CITY OF RBlTON Tl/ENCH RESTORA llON AND sllIEEr OIei'lA r I/EfJlJlREAl£NlS \:. "i 4 ';':~' ":<7:::-,'''- tJNlTllJ STA lFS POSTAL SERIfCE COLI£C.ilON'--, ..• ·BO)t tJNIT (T'tP.) PER C. aR. s.o. H026 (j) OCSIGIVAlFS NtJ!.I8£f/ OF COMPARlMENTS. . PIIIVA IE Ar.r."",,-'-' . ". I EASENENT (T'tP.) CHECKED FOR COMPLIANCE TO CITY STANDARDS _________ Date __ _________ Date __ Date "., ,.,,-,'. , !-.~ \ C'"" o ';'Wi,'" N£CKOO1tN AREA ~.--':~r--~ DETAIL SHT. CJ.JI £XISllNG II/GHT-OF-WA r r-i-'--+¥"'----TO BE VACA TllJ PlllOI/ TO fINAl PiA r , SCALE: 1" 50' BENCHMARKS: 3" BRASS DISC IN SIDEWALK (J THE SW CORNER IOOth A 1£ s.£ .t 176th ST. KING CO. BM F-8A ELEVA TlON 400. 97 DATUM: CITY OF RENTON -NA VV 1988 BASIS OF BEARINGS N86'50'ts"E, KCA.s; ALONG THE SOUTH LINE SWI/4 SECTlON 29-23-5 coRE \,; /DESIGN 1.-. 12-04-04 03/16/04 J 47 J 1 NE 29th Place Suite 101 Bellevue, Washington 98007 425,885,7871 Fax 425.885.7963 ENGINEERING, PLANNING· SURVEYING '1te'iIjIl:JljND GRADING PLAN MAY I 22004 Ol052C301 c " c z '" o ~ ffi '" x 8 «:i '" <I:i C:l ~ ~ ~ ~ ~ • <"; I ~ .J., !<J ~ I<) ~ ~ i ~ <0 w I Ei ~ ~ Q , • i d~1 ;!; :::I!i ~ ~ Ii !cM.i Ul Ii' z w ~ (;j t;; :i -; oi :::i I I ~ I is ~ a.. a.. ...: w 1;0: 0 >-m SW 1/4, SW 1/4, SEC. 29, TWP. 23 N., RG£ 5 E., W.M. GRADING NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE "STANDARD SPEClRCAllONS FOR ROAD, BRIDGE. AND MUNICIPAL CONSTRUCllON" PREPARED BY w'S.D.QT. AND A.P'w'A. AS ADOPTED BY THE Clry OF RENTON DEPARTMENT OF PUBLIC WORKS. 2. PRIOR TO ANY CONSTRUCllON ACllVlTY, THE CONTRACTOR SHALL SCHEDULE AND ATTEND A PRE-CONSTRUCllON CONFERENCE WITH THE CITY OF RENTON CONSTRUCllON INSPECllON PERSONNEL BY PHONING 425-277-557Q 1 A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WliENEVER CONSTRUCllON IS IN PROGRESS. 4. ALL SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS. ANY DEVlAllON FROM THESE PLANS WILL REQUIRE PRIOR APPROVAL FROM THE OWNER, ENGINEER AND APPROPRIATE PUBLIC AGENCIES. 5. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCllON ACllVlTY. 6. ALL LOCA llONS OF EXISllNG UllLlllES SHOWN HEREON HA VE BEEN ESTABLISHED BY RELD SURVEY OR OBTAINED FROM A VAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPRDXlMA TE ONLY AND NOT NECESSARIL Y COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENll.Y VERIFY THE ACCURACY OF ALL UllLlTY LOCAllONS SHOWN AND TO. FURTHER DISCOVER AND At-VlD ANY OTHER UllLlllES NOT SHOWN HEREON WliICH MAY BE AFFECTED BY THE IMPLEMENTAllON OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UllLITIES LOCAllON SERVICE (1-8oo-424-5555) A T LEAST 48 HOURS PRIOR TO. CONSTRUCllON. THE OWNER OR HIS REPRESENT A llVE AND THE ENGINEER SHALL BE CONTACTED IMMEDIA TEL Y IF CONFLICTS EXIST. 7. LOCAllONS OF ROADWA)s, BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROXIMATE. FOR DIMENSIONED LOCAllONS OF THESE IMPROVEMENTS, REFER TO THE ARCHITECTURAL SITE PLAN. IMPROVEMENT AND STRUCTURE LOCAllONS SHALL BE RELD SET BY THE ENGINEER AS REQUIRED. 8. THE FAClLlllES SHOWN ON THE APPROVED EROSION/SEDIMENTA llDN CONTROL PLANS SHALL BE CONSTRUCTED/IMPLEMENTED PRIOR TO ANY EXTENSIVE GRADING DR LAND CLEARING IN ACCORDANCE WITH THAT PLAN. THESE FACILITIES MUST BE AllSFACTORILY MAINTAINED UNllL CONSTRUCllDN AND LANDSCAPING IS COMPLETED AND THE POTENllAL FOR ONSITE EROSION HAS PASSED. 9. GRADING INTO AREAS OUTSIDE OF THIS PROPERTY IS SUBJECT TO. THE WRITTEN CONSENT OF ADJOINING PRDPERTY OWNERS. FAILURE TO OBTAIN SUCH CONSENT MAY REQUIRE ADDITIONAL ROCKERY OR OTHER SUITABLE SOIL STABILlZAllON SUCH THAT ALL GRADING OCCURS WITHIN THE PROJECrS BOUNDARIES. THE CDNTRACTOR SHALL VERIFY THE STATUS OF THE ADJOINING PROPERTY OWNER'S CONSENT BY CONTACllNG THE DEVELOPER PRIOR TO. PERFDRMING WORK OUTSIDE OF PROJECT BOUNDARIES. 10. GRADES SHOWN ON THIS PLAN REPRESENT THE ENGINEER'S ESllMATE OF APPROXIMATE MINIMUM EARTHWORK AND OTHER GRADING/SOIL CONSIDERA llONS. THE CONTRACTOR MA Y AL TER THE GRADES SHOWN TO BETTER ACHIEVE THESE RESUL TS PROVIDED THA T ANY AL TERA llON IS SUBJECT TO THE PRIOR APPROVAL IN WRIllNG BY THE ENGINEER, OWNER, AND THE APPROPRIATE CITY OF RENTON DEPARTMENTS. 11. THE RECOMMENDAllONS PROVIDED IN THE SOILS REPORT PREPARED BY TERRA ASSOCIATES, INC., DATED SEPTEMBER 15, 2000, SHALL BE INCORPORATED HEREIN BY REFERENCE. WliERE CONFLICTS BETWEEN THE SOILS REPDRT RECOMMENDAllONS AND THIS DESIGN APPEAR, THE ENGINEER SHALL BE CONTACTED FOR RESOLUllON. 12. NO. RNAL GRADE CUT OR EMBANKMENT SLOPE SHALL EXCEED 2.'1 (HORIZ: VERT) WITHOUT STABILIZA llON BY ROCKERY (NOT TO. EXCEED 8') OR BY RETAINING WALL, UNLESS SPECIRCALL Y AUTHORIZED BY A LICENSED SOILS ENGINEER AND APPRDVED BY CITY DF RENTON. ALL ROCKERIES OVER 4 FEET HIGH AND ALL RETAINING WALLS OUTSIDE OF CITY DF RENTON RIGHT-DF-WAY WILL REQUIRE A SEPARATE BUILDING PERMIT. 11 ALL RDCKERIES CONSTRUCTED DN THIS PRDJECT SHALL CDNFORM TO CITY OF RENTON STANDARD PLANS. A 4" MINIMUM DIAMETER PERFORATED, RIGID PI'V PIPE (OR EOUAL--TO BE APPRDVED BY THE ENGINEER) SHALL BE INSTALLED BEHIND THE ROCKERY AT OR BELOW THE BDTTOM OF THE LOWEST ROCK IN THE ROCKERY BACKRLL (SEE DETAIL). THIS PIPE SHALL BE DIRECll. Y CDNNECTED TO. THE UNDERGRDUND STORM DRAINAGE SYSTEM WITH NDN-PERFORATED, RIGID P~ PIPE OR AS DTHERWISE SHOWN ON THE PLANS. A SUmGlENT NUMBER OF CLEANDUTS SHALL BE INSTALLED IN THIS DRAIN TO INSURE ADEQUATE ACCESS FOR MAINTENANCE 14. WliERE BERMING, RLLlNG, OR DTHER GRADING DCCURS WITHIN THE DRIPLINE OF ANY TREE DENDTED ON THESE PLANS TO. BE SA VED, THE GRADING CONTRACTOR SHALL EXERCISE SPECIAL CARE TO. ASSURE THAT THIS WORK DOES NDT RESULT IN THE DEMISE DF THE TREE TECHNIQUES SUCH AS ROCKERIES, TREE PRDTEClION FENCES, OR DTHER METHODS RECOMMENDED BY THE LANDSCAPE ARCHITECT SHALL BE EMPLOYED. 15. ALL EARTHWORK UNDER PAVING TO. BE USED BY VEHICULAR TRAmc SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXlMUII DRY DENSITY PER A.S. T.M. 0-1557-78 (MODIRED PROCTOR). 16. UNLESS DTHERWISE NDTED, ALL SPDT ELEVAllONS SHDWN IN PAVED AREAS ARE TOP OF PAVING. 17. ALL PARKING, DRIVEWAY AND LANDSCAPED AREAS SHALL HAVE AT LEAST A 1.5% SLOPE TOWARD THE NEAREST STORM DRAINAGE INTERCEPllON/CDNVEYANCE SYSTEM. PLAN DETAILS OR RELD MODIRCA llONS SHALL NDT SUPERCEDE THIS REQUIREMENT. 18. EXTRUDED CEMENT CONCRETE CURBING, WliERE SPECIRED, SHALL BE CONSTRUCTED IN ACCDRDANCE WITH CITY OF RENTDN STANDARDS AND DETAILS OR DETAILS SHOWN ON THESE PLANS. 19. ANY AREA WliICH HAS BEEN STRIPPED OF VEGETAllON AND WliERE NO. FURTHER WORK IS ANllClPATED FOR A PERIOD DF 3D DAYS OR MORE SHALL BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS SEEDING OR DTHER APPRDVED ERDSION CONTROL TREATMENT APPLICABLE TO. THE llME OF YEAR IN QUESllDN. GRASS SEEDING ALONE W!LL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED WliENEVER IT IS IN THE INTEREST DF THE PERMITTEE, BUT MUST BE AUGMENTED W!TH MULCHING, NETllNG, OR DTHER CITY OF RENTON-APPRDVED TREATMENT. STRAW MULCH SHALL CONSIST DF A MINIMUM THICKNESS DF 00 INCHES SPREAD EVENLY DVER THE SURFACE TO. BE PROTECTED. NETllNG MA Y BE REQUIRED TO HOLD MULCH IN PLACE DN STEEP SLOPES. GRASS SEEDING SHALL BE ACCOMPLISHED THROUGH THE USE OF A CITY OF RENTON-APPRDVED HYDRDSEEDER AND SEED MIXTURE OR THROUGH PLACEMENT DF AN ACCEPTABLE SDD. 20. MAJOR EXPOSED, GRADED SLOPES SHALL BE PRDTECTED BY CLEAR PLASllC SHEEllNG OR SIMILAR APPRDVED METHOD UNllL SUCH llME AS THE VEGETAllVE COVER HAS BEEN ESTABLISHED SUmClENll. Y TO. INHIBIT ERDSION. 21. ANY DPEN CUTS OF EXlSllNG PUBLIC RDADWA YS SHALL BE BACKRLLED AND COMPACTED IN ACCORDANCE W!TH CITY OF RENTON STANDARDS. ALL CUTS INTO. EXlSllNG ASPHALT SHALL BE ALONG NEAT, CONllNUOUS, SAWED LINES. A TEMPORARY COLO MIX PATCH SHALL BE PLACED IMMEDIA TELY AFTER BACKRLL AND COMPAClION. THE EXlSllNG SURFACING MUST BE REPLACED IN KINO (OR 4 INCHES OF COMPACTED CLASS "B" ASPHALT CONCRETE, WliICHEVER IS GREA TER) WITHIN 3D DA YS DF TEMPORARY PA TCHING. THE CDNTRACTOR SHALL CLOSEL Y FDLLOW REQUIREMENTS DF THE RIGHT-OF-WAY PERMIT--SPECIRCALLY, ALLOWABLE WORKING HOURS, DETOUR AND WARNING SIGNS, AND NDllRCAllON OF RDAD ALTERAllONS TO THE POLICE AND/OR DTHER EMERGENCY SERVICES. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRDVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PRDTECllVE EQUIPMENT, FLAGGERS, AND ANY DTHER NEEDED ACllONS TO PRDTECT THE LIFE. HEALTH, AND SAFETY OF THE PUBLIC, AND TO PRDTECT PRDPERTY IN CONNECllDN W!TH THE PERFDRMANCE DF WORK COVERED BY THE CONTRACT. ANY WORK W!THIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAmc FLDW SHALL REQUIRE AT LEAST DNE FLAGGER FDR EACH LANE OF TRAmc AFFECTED. ALL SECllDNS OF THE w'S.D. Q T. STANDARD SPECIRCA llDNS 1-0.7.23 -TRAmc CONTRDL SHALL APPL Y. 21 THE CONTRACTOR SHALL KEEP OFF-SITE STREETS CLEAN A T ALL llMES BY SWEEPING. WASHING DF THESE STREETS W!LL NDT BE ALLDWED W!THOUT PRIOR CITY OF RENTON APPRDVAL 24. IT SHALL BE THE SDLE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE RELOCA llON OR REMDVAL OF EXISlING UllLlTY POLES, STREET LIGHTS, TRAmc SIGNALS, ETC. BY CDNTACllNG THE APPROPRIATE UllLlTY COMPANIES. REFER TO. THE PLANS FOR SPECIRCS. 25. ISSUANCE OF THIS BUILDING PERMIT BY CITY OF RENTON DOES NDT RELIEVE THE DWNER OF THIS CONlINUING LEGAL OBLlGAllON AND/OR LIABILITY CONNECTED W!TH STORM AND SURFACE WATER DISPDSlllDN AND FURTHER, CITY OF RENTON DOES NDT ACCEPT ANY DBLlGAllON FOR THE PRDPER FUNCllONING AND MAINTENANCE OF THE SYSTEM PRDVIDED. \ \ \ \ \ \ \ \ \ 1/2" EDGED GROOVE 6" 0..05 '<c FT./FT. ~ __ ".j,-. ::-: .. ,""::' .. rT 1/2" R • • <0 .~' . CEMENT CONCRETE CLASS 5 (t-l/2") 18" • ~ *NOTE: TOP OF CURB @ DRIVEWA YS VERTICAL CURB DETAIL NO SCALE __ ----'.--4" MINIMUM CDMPACTED DEPTH CLASS "8" ASPHALT CDNCRETE. 1 1/2" MINIMUM CDMPACTED DEPTH 5/8" MINUS CRUSHED SURfACING TDP COURSE __ ----',4 1/2" MINlMUII CDMPACTED DEPTH I 1/2" MINUS CRUSHED SURFACING BASE CDURSE ~g1m~~~ 12" GRAVEL BASE CLASS "8" At4Y BE REQUIRED DEPENDING DN INTERSECTION DETAIL SCALE: 1"=20' SDILS CDNDIllDN. __ ----', COMPACTED SUBGRADE, FREE DF RNE -GRAINED OR ORGANIC SOILS. PUBLIC ROAD PAVEMENT SECTION NO SCALE 18" ASPHALT THICKENED EDGE DETAIL NO SCALE , ----- VWF, 202 STA. 9+90 BECIN LOCK RETAINING STR.!Jcn TOP 321.91 TOE 320.61 . 16' THICK CEMENT CONCRETE SIDEWALK 42' 16' CEMENT CONCRETE VERTICAL CURB &-GUTTER S. 36thSTREET/WELLSAVE. s. SECTION NO. SCALE > ...... - 3D' ~: ' 2'--4' 16' 5' 0.5'-f-- V 2% 2% ~ 7-.'. \ CEDAR AVENUE S. NO SCALE 26' ESIIT. 20.' PRIVATE ACCESS ROAD I I 3' : xl Xl xl l>1 ~I LOCK AND LOAD RETAINING STRUCTURE "MIN. COMPACTED DEPTH CLASS B ASPHALT PA 'lEMENT . 10.+00. '3.5' LOCK AND LOAD RET,4INING SlRUCTURE T()P 324.76 TOE 321.26 CRUSHED ROCK VEL BASE AS REQUIRED PRIVATE ACCESS ROAD NO SCALE RELOCA TE 'YIC;'llNr. OR Y IIlILIl1ES "'fLL~,w POWER POLE STA. 10+l15, ..... .5'CONCflEJJ. RAMP STA. 10+50 2.5' LOCK AND LOAD RETAINING STRUCTURE TOP 326.36 TOE 321B6 STA. 1U'f'.YU~ END LOCK AND LOAD RETAINING STRUCTURE 1.3' HIGH TOP 326.48 TOE 325.18 li {~~}~~ CEDAR AVENUES. DETAIL SCALE: 1"=20' PARKING" SIGN PER R7-1 MUTctl AND C.QR. GOO8 (TYP.) CONCRETE CURB A r PRf./PFIi'TYl LINE __ -t",rND. CONCRETE AT EX. OF· P,4VEM['NIl CHECKED FOR COMPLIANCE TO CITY STANDARDS coRE \; /DES/GN 1471 I NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 _________ Date __ _________ Date __ Date ENGINEERING PLANNING· SURVEYING SITE DETAI1!9~fIII!Jto6RADING NOTES ,MAY 1 2 20 4 01052C331 z a C/1 G:i a::: ci z ~~~~~~~~~.J TYPE I STANOARD IlIIA TE «J/.F12"PERF. PIPE lEVU I TYPE II. -18.' I SOliO LOCKINC COIIEI/ ,~+-"~:':~ -::-:~. , . • '. \.- f i 3 CONTROl STRUCTURE TYPE II. 5~"' SEE DETAIL SHT. C02 SEE SHEET C02 FOR PJJNO DETAILS C85 TYPE II. #/". STA. 85+~7. 15.25ZT (Cm 1lIIT.) 16.15U (CTR. Sm) TYPt: I .... _ .. _ ... _+- J MFF. 198 IF !:~I. Iq'l 1 I ~ jil I, Ii I.: :1 • MFF. ,98 ··1' T'lPE /1. #/", I: ?) ':; . f' MFF. 198 STA. 8J+79. 15.25!T (em eIIT.) IM5LT (cm Stli.j TYPE / FLOW THRU RlAilE tt IlIIA TE SlA. 8J+JI, 15.25U C8B TYPE I 11/425./6 RAO FLOW THRU RlA/IE tt ellA TE TYPE I 11/2 25. /6 RAO I htl \ ,;1 ,'" , . now THR/J RlAAIE tt ellA TE SW 1./4, SW 1./4, SEC. 29, TWP. 23 N., RGE. 5 £, W.M. IIIN. fiNISH nOOll (TYP.) TYPE I VANED IlIIA TE INLET 98 STA. 1+66, 2.J'LT RIll 211A6 8" IE 208.01 STA. 1+66, 15.25'RT MFF, 201 MFF. 2.00 10' PRIVA TE STOI/II .. " DRAINAGE £SM"T. ~ MFr. 200 199 -- I ,- 202 MFF. 206 TYPE I VANED IlIIA TE . , , , STA. 0+69, 15.25'RT I I MFT, 210 , . i) , s"", MFF. 21 6 MFC. IIIN. fiNISH FLOOII (TYP.) MFF, 22,,' YD ftC Rill 258.0 6" If. 255.8 10' (mUTY ..• . TYPE I VANED IlIIATE / • STA. 5+55, ;5.25U 8P C83 TYPE u. #/", SWO LOCKINC COIIEI/ STA. 5+29, l'RT ESII'r (TYP.) -X:;' j' • ;1-1 • MFF. 23iO'~:// . '1 18lF / : 6" MIT. 2:54 TYPE n SOiJO LOCKING COIIEI/ LOCA TE AS SHOIIN RIII.256,O 6"/£ 25.].0 YD 11E Rill 257.0 6" IE 254.8 .. : v, STA. '5+58.50, 2J'RT Rill 265.97 8' IE 262.49 TYPE I -- _.--fJilATE STA. 7+~ 15.25'RT , /> 13A 10' PRIVATE STOI/II IJRAINAIlE £SM'T MFf.2'70 ',".,< "',,;; ;.' ~: ,~,,;~: ' . , . , . q , 'i , ~¥[:". 27J)' ," '<~ ~', ::::~-'~ ,,~ ",-.-,' 13D RIll 288.0 6" IE 285.8 STA. 7+H 2J'RT RIM 295.29 8" If. 29/.78 TYPE U. #/", SOiJO LOCKING CO'lEf/ STA. 6+72. 10'RT I _I , YD 158 Rill J07.0 6" If. JOU MIT. 308 '. . 10' !'!1Im.lL-._··_····· __ · , ___ . STOI/IIIJRAINAIlE I:" ESM'T \~ \ TYPE U. #/", SWO LOCKING COIIEI/ STA. 8+45, 10'RT .. I ____ J II j\1 c, ~ I 11 . ..../ I \ \ ~ INTAKE 8P 6A ItITH TRASH RACK PER OETAI1 SHT. CM1 CHECKED FOR COMPLIANCE TO CITY STANDARDS SCALE: 1" 50' _________ Dote __ _________ Dote __ Dote BENCHMARKS: 3" 8RASS DISC IN SIDEWALK (J THE SW CORNER l08th AVE 5.£ &-11Sth ST. KING CQ 8M F-BA ELEVA TlON 40091 DATUM: CITY OF RENTON -NA 1m 1988 BASIS OF BEARINGS NBS'50'15"£, KCAS; ALONG THE SOUTH LINE Swt/4 SECTlON 29-23-5 o 25 50 100 1--1 -1_1--1 coRE \,; /DESIGN ENGINEERING 03/16/04 14711 NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 PLANNING, SURVEYING ~];QRMIDRAINAGE PLAN DE CITY Of RENTON MAY 1 2 200~ RECE1VED 01052C401 ::xJ m (") m <: m C FILENAME: NO. ·199.9 198.79 207.5 -203.94 2/6.3 f\.) 215,00 2258 ~227.5ii XREF: PLOT DATE: PLOT SCALE: PAPER SPACE: Sf A: JOEl NO: CD: VERTJCH..: NAVD 1188 HORIZONTAL: NAD 1883/11191 CEDAR AVENUE ROAD AND STORM DRAINAGE PROFILES 08.26.03 R. H. STEVENS p...., M. J. STEWART I I ONE INCH CHECKED: A.T FULL SCALE F NOT ONE INCH ...... ACCORDINGLY REVISION I BY I DATE I APPR I""""""'" 1 8 _ .. 13 ........ ........ .t\.) f\.) ~ t\.) ~ ~ ~ .~ ~ ~ -~ ~ c::s ~ c:::; ~ f\.) ~ f\.) -~ -~ -~ .~ ~ c::s ~. ! STA. 82+00 iJCONNECT TO EX. IMPROVEMENTS I ," STA. 82+23.46 ~J PROPERTY LINE . '/ aves: 82+25 ·1 aVCE: 200.93 r---I --------I . I r..... .IQ9' ' I ---c: , .. '" ~ ~ --, i~ .~.~ .. ~ I •••• I L Cl'B 7· I, -" " ~ ~ I "" ----.• . . . ! . STA. 83+0.:9..61 ~'. t< ~ '" -., I '" 1>PC; I HEllS AI< .$-~"" ~ ~ tti STA BJ I STA tHoo· -~ , ~ CO 7 I '"' flO. ,!;jl; 1>,," .~ I U. 198.19 S 350 Sl ~ " eo ' _~. ~~~-~---~~~C~=-I I::: "" IfJlJ.37 FIIA/IE ";I",it ,~~ I ~ ~, ". ! ~' /2' lEilf""O II ~ I ~ ~ .. ~ -. ~-- ;;;;. "". "" "'l • S ... .' C:'B B ~ ~ 0/ ,. "'00 S ". :0::: Co. 1"1.' Cl'B· 6 ./ . i§ .... /' .. INrx.I+FLL.S A 1£ iT. .. . !::i """ ",,'" ' . . ' T>PE 1 .. STH",Oil6/ "" llIH ,,' • 6/42$<5 1M . B"", /H2O ' , !:: STdJ," # • flOW /fHilI 0 , \ B. ~ ~ I1j lIN 198. B • "2fi" RIll 197,98 filM,.. /'HA" \ '" 1911J9 ~ • • • !I) 12' £ ' , 12" EI ~ • " ~ ,19J2/ •• \ .q"~' \ <::i. ". ~ '" -., \ EveS.. 0 .~ II· II .~ ~ . +70 <0 "" II ' Nt"" II. ~. U, .,.. ...... CB BA TYPE! . !l /2 25. 46 RAO FLOW DlRU FRAME & CRATE RIM 198.00 12'IE194.44 CBBB TYPE I STA. 0+69, 15.25'RT . VANED cRATE . RIM 200.21 12" IE196.70 CB 9 TYPE I STA. 1+66, f5.25'RT • VANED CRATE · RIM 210.88 • 8" IE 207.11 12" IE 206.76 CB9A ... TYPE! STA. 1+66, 15.251 T • VANED CRATE RIM 210.88 · 8" IE 207.39 12"'E 207.06 \ . EVCE· 200. 64 \ \ 'I INLET fOA STA. 3+40. 15.25'LT . RIM 232.74 12" IE 229. 18 CB 10 TYPE I STA. 3+40, 15.25'RT RIM 232.74 12" IE 228..88 aves.· 1+75 ave£: 21219 ~'­~~ ",,-" is· ..... <::5'" • "''''' N. 1'<1. '" ..... ""- EIof;"s" J+ 75 EVCE.' 238. [9 I .~ ... ~ :S;;:s;; : I !:!'1 "",..,'" s:s,.,.,~ <::5, • II II I~ ~.~ . >-< .. <;j <0 ~ 199J tii 201.22 CB 5 TYPE' /1. 48"; STA. 85+47, 15.25'LT (CTR.CRT.) 16.15'LT(CTR. STR.) RIM 201.71 12" IE 19220 -~ ~ c::s .':~ • ~ ~ ~ -~ \ 1 \ 1 I 'r I~ 1 1 1 1 1 ~ c::s EveS: 83+75 Eve£-199.07 STA.85+57 END ROAD IMPROVEMENTS ELEV. 20220 f\.) t\;) .. .. ~ ........ ~ .. I l-h ]38.5 . _ .. C8BP2 !J) ...... . TYPE!1. 48" ~ \ ~~. 25fU \"..J1 256.94 277.3 Q') 271.94 291.2 286.94 ,.;vy.5 I f'wo.. ~-. 39 v'tv', 7 ~ 31251 :::a ~ C G) :b. z tl ~ '" z G) .., ..... l> Z Z -Z ~ G) I~ ~ ;!J ~ r-o "< UJ ~ z G) ~~~ :"iN ~ !J) II) "'""\J ~.~ .0.. .... ~ r---'-J rtJ ~ :::fl ...... ~ . ...... r-..::: II II' ... ..... ", r-r-.. q q I ':1 .. "" (,.) Cl) S CI) ~ .. ~ .~ ~ !. ~ . iir 'I ~ ~ -[Iii ... z 1JI ~ ~ '" '1Q"'o """Jtn'Ou .." §-:;. ....... 11 QCQ"'O ....... )(oQ~· .b.::J 2all ~cgg.~~1 ()O. 0 -. co 0 i !" "-I ~ 0 w 000 000 ------CD CD CD n I JTl -in 0;;:0;; JTl no -i -<...., o Vl:;u -i »n Zo 03:: »-u :;Ur 0-Vl» Z n JTl . STA .. 4+f6,.8'RT ~'. '~-----~""'l .• . RIM 244.18 • . .e-. . . I 18" IE 238. 18 . . .. 'I CB BP2 . .1,--="';"'.=.=.='3;;;1"'1 - - --=.===.= -~~~~~~---cC:::;fi={~· =+1 CB 11 TYPE I STA. 4+60. 15.25'RT RIM 250.62 12" IE 247.08 ........ 321.3 ~J2094 _323.1 _325.08 ~ ... . "'f C} ~~ ~'" ""'~ CB BP 3 ~~ TYPE II. 48";. ." " /. '- RIM 261.15 " . . •. . .. S. TA. 5+29, .. 7'RT ." ..•... W'E~g" :... :tJ. -.,"G ~§:J ~~ . "'> t;::; CB 12 TYPE I STA .• 5+55, 15.25'RT RIM 264.87 8"/E 261.68 12" IE 261.35 CB 12A TYPE I STA. 5+55, 15.25'LT RIM 264.87 8"IE261.98 12" IE 261.65 ... "7'. .. ~ ~~ ·CB 13 \ ~/\ STA. 6+64, 15.25'Rt \ _mn " 1.r1E 277.63.. \ , INLET fJA ", . . . " STA. 6+64, 15.25'LT RIM 281.22 12" IE 277.93 CB BP 4 TYPE II. 48"; STA,6+7Z 10'LT RIM 282.54 • 18" IE 275.93 CB 14 TYPE I STA. 7+43. 15.25'RT RIM 29107 12"IE 289.56 CB15 TYPE I STA. 8+38. 15.25'RT RIM 305.60 12" E 30211 INLET fSA STA.8+38. 15.25'LT RIM J05.60 12" IE 302.41 ·CBBP 1 TYPE /I 48"; .~ ~ RIM 243.30 ¢ ~ 18" IE 2J5. 07 . 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(J es Q; w 0 ~ Z ~ 0: 1. 2. STORM DRAINAGE NOTES PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY OF RENTON PRIOR TO THE CONSTRUCTION MEETINC. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE ItfTH WSDOT 1-02.3(1). THIS SHALL INCLUDE LEVELINC AND COMPACTINC THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL, AND ANY REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THA T THE ENTIRE PIPE IS SUPPORTED BY A UNIFORML Y DENSE UNYIELDINC BASE. l STEEL PIPE SHALL BE CAL VANIZED AND HA VE ASPHAL T TREA TAlENT If OR BETTER INSIDE AND OUTSIDE. 4. ALL DRAINACE STRUCTURES, SUCH AS CATCH BASINS AND MANHOlES, NOT LOCATED ItfTHIN A TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOlID LOCKINC LIDS. ALL DRAINACE STRUCTURES ASSOCIATED ItfTH A PERMANENT RETENTlON/OETENTlON FACILITY SHALL HA VE L OCKINC LIOS. 5. ALL CA TCH BASINS SHALL CONFORM TO THE CITY OF RENTON STANDARDS. 6. ALL DRIVEWA Y CUL VERTS LOCA TED ItfTHIN CITY OF RENTON RICHT-OF-WA Y SHALL BE OF SUmClENT LENCTH TO PROVIDE A MINIMUM l· 1 SLOPE FROM THE EDCE OF THE DRIVEWA Y TO THE BOTTOM OF THE DITCH. CUL VERTS SHALL HA VE BEVELED END SECTIONS TO MA TCH THE SIDE SLOPE. 7. ROCK FOR EROSION PROTECTION OF ROADWA Y DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOItfNC SPECIRCATIONS 4"-8,,/40%-10% PASSING,· 2"-4" ROCK/30%-40% PASSING,· AND -2" ROCK/10%-20% PASSINC. INSTALLATION SHALL BE IN ACCORDANCE ItfTH CITY OF RENTON STANDARDS AND SPEClRCATlONS. 8. NOT APPLlCA8LE. 9. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETINC MUST BE HELD ItfTH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 10. ALL CONSTRUCTION SHALL BE IN ACCORDANCE ItfTH THE "1988 STANDARD SPEClRCATlONS FOR ROAD, BRIDCE AND MUNICIPAL CONSTRUCTION" PREPARED BY WSOOT, AND THE AMERICAN PUBLIC WORKS ASSOCI A TlON (APWA), AS AMENDED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. ft. THE STORM DRAINACE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON RLE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIA TlON FROM THE APPROVED PLANS ItfLL REWIRE /mITTEN APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER UTILITY. 12. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 11 DA TUM SHALL BE u.s.c.s. UNLESS OTHERItfSE APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS. 14. ALL SEDIMENTATlON/EROSlON FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDINC CONSTRUCTION, AND THEY MUST BE SA TlSFACTORIL Y MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 15. ALL RETENTlON/OETENTlON FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJlJNCTlON ItfTH ALL CONSTRUCTION ACTIVITY UNLESS OTHERItfSE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM WATER UTILITY. 16. GRASS SEED MAY BE APPLIED BY HYOROSEEDINC. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD 17. 18. 19. 20. 21. 22. 21 24. 25. 26. 27. MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM WATER UTILITY. STRUCTURES SHALL NOT BE PERMITTED ItfTHIN 10 FEET OF THE SPRINC LINE OF ANY STORM DRAINAf..'E PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. ALL CA TCH BASIN CRA TES SHALL BE DEPRESSED 0. 10 FEET BELDW PA VEMENT LEVEL. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT-OF-WA Y ItfLL NOT BE ALLOWED UNLESS SPECIRCALL Y APPROVED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENCINEER. ALL BUILDING DOItfVSPOLITS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINACE SYSTEM, UNLESS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER UTILITY. AN ACCURATELY DIMENSIONED CERTIRED AS-BUILT DRAItfNG OF THIS DRAINACE SYSTEM ItfLL BE SUBMITTED TO THE CITY OF RENTON UPON COMPLETION. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED ItfTH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURINC CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEWATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, flACCERS, AND ANY DTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION ItfTH THE PERFORMANCE OF WORK COVERED IN THE CONTRACT. ANY WORK WTHIN THE TRA VELED RIGHT-OF-WA Y THAT MA Y INTERRUPT NORMAL TRAmC flOW SHALL REQUIRE AN APPROVED TRAmC CONTROL PLAN BY THE TRAmc ENGINEERING DIVISION OF THE DEPARTMENT OF PUBLIC WORKS. ALL SECTIONS OF THE WSDOT STANDARD SPECIRCA TlONS 1-01-23, TRAmC CONTROL, SHALL APPL Y. SPECIAL DRAINACE MEASURES ItfLL BE REWIRED IF THE PROJECT LOCA TlON IS ItfTHIN THE AWIFER PROTECTION AREA. IT SHALL BE THE SOlE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY. ALL LOCATIONS OF EXISTINC UTILITIES SHOItfV HEREON HAVE BEEN ESTABLISHED BY RELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOlE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTZ Y VERIFY THE ACCURACY OF ALL UTILITY LOCA TlONS SHOItfV AND TO FURTHER DISCOVER AND AWID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UNDERGROLIND UTILITIES LOCA TlON SERVICE (1-800-424-5555) A T LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE OItfVER OR HIS REPRESENTATIVE AND THE ENGINEER SHALL BE CONTACTED IMMEDIATELY IF A CONFLICT EXISTS. ALL STORM DRAINAGE STRUCTURES, AS DESIGNATED IN THE PLANS, SHALL BE ONE OF THE FOLLOItfNC.· A. YARD DRAIN -CITY OF RENTON STO. PLAN NO. BOft, ASSOCIATED SAND AND GRAVEL CB-IO, OR EQUAL. 8. INLET -CITY OF RENTON STO. PLAN NO. BOlO, ASSOCIATED SAND AND GRAVEL CB-ll, OR EWAL. e. TYPE 1 CATCH BASIN -CITY OF RENTON STO. PLAN NO. BOI2, ASSOCIATED SAND AND GRAVEL CB-I5. OR EWAL. D. TYPE II CATCH BASIN -CITY OF RENTON STO. PLAN B021, (ItfTH MINIMUM 24" DEEP SUMP BELOW PIPE INVERT), ASSOCIA TED SAND AND GRA VEL PRECAST CA TCH BASIN, OR EQUAL. E. BAmE-TYPE OIL/WATER SEPARATOR VAULT -CITY OF RENTON STO. DRWG. NO. l4.5 (DEPENDING ON DEPTH AND DETAILS IN THESE PLANS), OR EWAL. F. SPECIAL CA TCH BASINS OR DRAINACE STRUCTURES SHALL BE AS DETAILED IN THESE PLANS. NOTE.· ALL UNIT COVERS SHALL BE PER APWA STANDARDS AND ALL STRUCTURES DEEPER THAN RVE FEET (RIM TO INVERT) SHALL BE TYPE II AND EWIPPED ItfTH MANHOLE STEPS OR A MANHOlE LADDER, PER APWA STANDARDS. ALL FRAMES, GRATES AND/OR SOlID COVERS SHALL BE CAST IRON OR DUCTILE IRON AND SHALL MEET CITY OF RENTON STANDARDS. A. STANDARD FRAME AND GRA TE -CITY OF RENTON STO. PLAN NO. B020A, Ol YMPIC FOliNDRY co. NO. SM60. OR EQUAL. 8. SELF-LOCKING VANED GRATE -CITY OF RENTON STO. PLAN B019 OR EWAL. e. THRU-CURB INLET FRAME AND GRATE -CITY OF RENTON STO. PLAN. NO. B011 OlYMPIC FOUNDRY Co. NO. SM52 OR EQUAL. D. SOLID, LOCKING, RECTANGULAR COVER -CITY OF RENTON STO. PLAN NO. BOlO, OL YMPIC FOUNDRY CO. NO. 5I.I50S OR EQUAL. E. SOlID, LOCKING, ROUND COVER -CITY OF RENTON STO. DRWG. NO. 16.1, OLYMPIC FOlINDRY Co. NO. MH300/T OR EQUAL. NOTE.· ALL SOlID COVERS SHALL BE MARKED "oRAIN." ALL GRATES SHALL BE MARKED 'OUTFALL TO STREAM -DUMP NO POlLUTANTS." ALL GRATES SHALL BE DEPRESSED 0.10 FEET FROM SURROlINDING CURB OR PAVEMENT TO INSURE ADEQUATE DRAINAGE. -~-~----- SW 1/4, SW :1/4, SEC. 29, TWP. 23 N., RGE. 5 E., W.M. 28. ALL STORM DRAIN PIPE MAY BE CONSTRUCTED OF ONE OF THE FOlLOItfNG MATERIALS UNLESS OTHERItfSE SPECIRED IN THE PLANS. ALL PIPE JOINTS MUST BE GASKETED WATERTIGHT AND MUST BE OF THE SAME MATERIAL AS THE PIPE. ALL PIPE SHALL HAVE A MINIMUM COVER OF 12" AND SHALL BE AOEWATEL Y PROTECTED DURING CONSTRUCTION (REFER TO THE MANUFACTURER'S RECOMMENDA TlONS FOR MINIMUM COVER FOR HEAVY EQUIPMENT LOADINGS). A. DUCTILE IRON 4" THROUGH 14" DIAMETER PIPE SHALL BE CLASS 52 AND 16" THROUGH 24" DIAMETER PIPE SHALL BE CLASS 50. ALL IN ACCORDANCE ItfTH USA STANDARD A-2f.! (AWWA C-51). ALL JOINTS SHALL BE PUSH-ON, MECHANICAL, OR FLANCED. 8. CONCRETE 4" THROUCH 18" DIAMETER PIPE SHALL BE NON-REINFORCED, BELL AND SPICOT WTH RUBBER GASKET JOINTS, CONFORMINC TO ASTM C-14 (CLASS It). 21' THROlIGH 36" DIAMETER PIPE SHALL BE REINFORCED, BELL AND SPICOT WTH RUBBER GASKET JOINTS, CONFORMING TO ASTM C-16. e. Pl-t' 4" THROlIGH 18" DIAMETER PIPE WTH 18" TO 36" OF COVER SHALL BE IN ACCORDANCE ItfTH ASTM 03034 SOR 21. 4" THROLIGH 18" DIAMETER PIPE, WTH OVER 36" OF COVER SHALL BE IN ACCORDANCE ItfTH ASTM D3034 SOR 35. ALL JOINTS SHALL BE PUSH-ON WTH RUBBER GASKETS. (NOTE.· Pl-t' PIPE USED FOR DOWNSPOUT LEADERS, YARD DRAINS, AND LANDSCAPING DRAINACE MA Y BE ASTM 02129 WTH SOL VENT WEUJED JOINTS, 12" MINIMUM COVER.) D. CORRUGATED HIGH DENSITY POlYETHYLENE PIPE (CPEP) 8" THROlIGH 36" DIAMETER SHALL BE IN ACCORDANCE WTH AASHTO M-294. AS SUPPLIED BY ADVANCED DRAINAGE SYSTEMS DESlGNAfED N-l2, OR EOliAL. 29. ALL BUILDING ROOF DRAIN DOWNSPOlITS AND FOOTING DRAINS SHALL tiE DIRECTZ Y CONNECTED TO THE MAIN STORM DRAINACE CONVEYANCE SYSTEM. ROOF DRAINS AND FOOTING DRAINS SHALL BE SEPARATE SYSTEMS AND SHALL BE CONSTRUCTED OF 4" (OR 6" DIA. WHERE SHOItfV) RIGID Pl-t' PIPE (No#-PERFORATED FOR ROOF DRAINS, PERFORATED FOR FOOTING DRAINS). SUmCIENT CLEANOUTS AND BENDS SHALL BE INSTALLED SO THAT THE SYSTEM CAN BE EASILY MAINTAINED. THE SYSTEM SHOItfV HEREON IS SCHEMA TIC ONL Y. THE DRAINACE/GRADING CONTRACTOR OR LANDSCAPER MA Y AL TER THE LA YOUT AS REWIRED TO BETTER DRAIN THE SITE, ItfTH PRIOR APPROVAL OF THE ENGINEER. ALL ROOF AND FOOTING DRAINS SHALL BE ADJlJSTED AS NECESSARY TO A WID IMPACTING THE EXISTlNe TREES DENOTED "TO BE SAVED" ON THE GRADINC PLAN. DRAIN LINES SHOULD BE LOCATED OUTSIDE THE ORIPLINE OF TREES Itf/EREVER POSSIBLE. THE CONTRACTOR SHALL KEEP A DIMENSIONED RECORD OF THE LOCA TlON OF ALL PIPES AND CLEANOlIT.'i AND SLlBMIT SAME TO THE ENc/NEER AND OItfVER UPON COMPLETION OF THE WORK. 30. CONSTRUCTION OF DEWATERING (GROUNDWATER INTERCEPTION) SYSTEM,; SHALL BE IN ACCORDANCE WTH THE APWA STANDARD SPECIFICATIONS, SECTION 61-l02. 31. ANY OPEN CUTS OF EXlSTlNC PUBLIC ROADWAYS SHALL BE BACKALLED AND COMPACTED IN ACCORDANCE ItfTH CITY OF RENTON STANDARDS. ALL CUTS INTO EXISTING ASPHALT SHALL BE ALONC NEAT, CONTlNUOlIS, SAWED LINES. A TEMPORARY COlD MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKALL AND COMPACTI(7N. THE EXISTING SURFACINC MUST BE REPLACED IN KINO (OR 4 INCHES OF COMPACTED CLASS "B" ASPHALT CONCRETE, WHICHEVER IS GREATER) WTHIN 14 DAYS OF COlO PATCHING THE CONTRACTOR SHALL CLOSEL Y FOLLOW REQUIREMENTS OF THE RIGHT-of-WAY PERMIT.· SPECIRCALL Y. ALLOWABLE WORKING HOURS, DETDUR AND WARNINC SIGNS AND NOTIFICATION OF ROAD ALTERATlON~· TO THE POLICE AND/OR OTHER EMERCENCY SERVICES. TOP BERM ELEV. 188.DO --;-~ " ,:::,~' ; , -~:: '~, .~ 6" MIN. DEPTH QUARRY SPALLS -SPALLS SHALL---' BE LAID IN TWO OR MORE LA YERS AND HA ~ ONE FACE WITH A MIN. DIMENSION OF 4~ EMERGENCY SPILLWAY DETAIL NO SCALE PIPE DIA. X 7" WIDE ONE-PIECE LAP-TYPE COUPLING WITH GASKET NOTE: ALL STEEL PARTS AND SURFACES MUST BE GALVANIZED AND ASPHALT TREA !MENT 1 COA TED, OR BETTER. 12" MIN. I SMOOTH 5/8" BAR (NOT DEFORMED) SECTION == SPOT WELD BOTH SIDES OF BAR TO INSIDE COR RUGA TlONS OF METAL PIPE (JYP.) END TRASH RACK DETAIL NO SCALE 12" PERF PIPE IE=31150 BOTTOM ELEV. = 0 I I 1 1 -1 I I / '\ == == == II == "-./ " c~ 1 1/2 AT EDGE - PLAN 4 -3/4" DIA. HOlES SPACED EVENL Y AROUND CIRCUMFERENCE OF PIPE, 6" 0. e. 1/2"-1" WASHED ROCK DISPERSAL TRENCH NO SCALE OlITSIDE BOLLARDS TO BE SET IN CONCRETE, PER CITY OF RENTON STO. PLAN H022. ----, SURFACING PER PLAN ADD 12" MIN. DEPTH WASHED GRAVEL. DRAIN AT BOTTOM (JYP.) 6" (TYP.) ACCESS BOLLARD DETAIL NO SCALE ADJUSTABLE ____ v HOOK FlANCED END SPICOT END NOTES 1. SHEAR CA TE SHALL BE A. SHEAR CATE, CAST IRON BOOY AND GATE, OlYMPIC FOUNDRY STANDARD OR EWAL OR 8. SHEAR GATE, ALUMINUM OR CAST IRON. DRAINAGE SPECIALTIES (SAVANNAH,GA.) STO. OR EQUAL. 2. GATE SHALL BE 8" DIA. UNLESS OTHERItfSE SPECIFIED. 1 GATE SHALL BE JOINED TO TEE SECTION BY 80lTlNC (THROUGH flANCE), WELDING, OR OTHER SECURE MEANS. 4. LIFT ROO: AS SPECIRED BY MANUFACTURER WTH HANDLE EXTENDINC TO WTHIN ONE FOOT OF COVER AND ADJlJSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER HANDHOlD. FROP-T SHEAR GA TE DETAIL PRIMARY EMERCENCY OVERFLOW JAILHOlISE INLET EL. 187. 00 OVERflOW EL. 186.15 6" ELBOW WTH 2.61"' ORIRCE SEE ELBOW DETAIL, THIS SHEET 15"x15"x12"x8" CAlP CROSS NO SCALE STO. MANHOlE ACCESS LIO I RIM 189.25 r---1+-----tt::==~ RISER BRICKS (TYP.) LIFT ROO I------t-ct ItfTH HANDLE 15" CAlP RISER ++_-+-fr"~=--.:::...IE 182.75 -r-FROP-T SHEAR GA TE. SEE DETAIL THIS SHT. F! N I SHED GRADE WYE 6' 8·x 8"x 1/4· STEEL PLATE 45 BEND WITH PLUG __ --PLUG PVC PIPE DIAMETER AS NOTED ON THE PLANS, CLEANOUT DETAIL NO SCALE REMOVABLE--, WATERTIGHT COUPLING (OPTIONAL) 8" CMP REQ'D ELEv. r'--+r-'.. 6" MIN. r:: WELDED ELBOW~J (NO END PLATE) 6" MAX. ELBOW DETAIL NO SCALE 5' 12" IE 180.85 NON-METALIC LADDER STEPS (TYP.) PLAN NON-POUROlIS, NON- SHRINKINC GROlIT AROLIND PIPE AS REQ'O (TYP.) 8 CAUCE ALUMINUM STRAPS WTH STAINLESS STEEL ANCHOR BOL TS. (JYP.) l' SECTION OF PIPE ATTACHED BY CASKETED BAND TO ALLOW REMOVAL. DRILL OR MACHINE CUT 1.48"' ORIFICE IN RESTRICTOR END PLA TE, EL. 118. 85 54"' MANHOLE CD 3 CONTROL STRUCTURE DETAIL SCALE.-1"=2' CHECKED FOR COMPLIANCE TO CITY STANDARDS _________ Date __ _________ Date __ Date I ..... 12-04-04 03/16/04 coRE " /DES/GN 14711 NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 ENGINEERING· PLANNING· SURVEYING STORM DRAINAGE IJ'Jf.Jb~NG AND NOTES CITY OF RENT ,f,fA 1 2 20C·'j CEIVEI)?52C4Jl c; " ~ I :i -:i a:: ~ w ~ o z o (f) (;j ~ o z A 4 ANll-SEED \ COLLAR INSTALLED UNDER'BERM CB 1 TYPE! STANDARD /'i'RA 7E RIM 176.00 \ 12" IE 172.49' 40LF 12' PERF. PIPE LEVEL' 200 195 190 185 180 175 170 I SW SEC. 29 TWP. 23 RGE.5 II, 48" ¢ sow LOCKING COVER RIM 188.00 12" IE t79.9J '<; •• WIDE BERM EL. ---"----- 6' EMERGENCY OIf"RFLOW SPILLWA Y ELEV. 187. DO, ··K, ,( C \. , ',C \ 4- RIM 188,00 12" IE 18150 I;' WIDE " GRA If"L A,CCESS : ROAD 8 CELL 2 BOTrOM,EL. 177.80 CB 3 TYPE II, 54" ¢ CONTROL STRUCTURE RIM 189.25 12" IE 18Q85 SEE DETAIL THIS SHT. 1 , I "- I 1 1 1 1 1 1 1 1 1 ,I 1 , I I •. 1 1 1 'e:,1 ~ "'-I~ I Dj" 1 I 1 "'-' , ' , OUTFALL 3A IE 178.85 A 1 DETENTION POND PLAN TRACT A ----,---LOT 27 SCALE' 1"=20' "... 10' MDEBERN .. f---I-WHERE H > 6' ~ __________ ~I __ ~ 1 REV. W8.00 EXISTING GRADE ________ ..-..- (T'/P.) ..-.. ".".".",." .......... " .. -,.",., .,-"-, .. '7"~"'" "._---",-,,"' ", ..- /' ..-..-/' ..- ............................. ~--- ~ ~ ~ ..-"-'iL MAX. w.s: ELEV. 186.6tL ______ _ -------------------~---------~------ PROPOSED GRADE (T'/P.) ....... / ..... /' /' ..- /' /' /' /' /' /' /' ___ /' /' -I I-5' WIDE BERM __ -I I ELEV. 18Q85 _~ ___________ 7"'"""""-- - - - - --~ Jf,a W.SJLE~18Q85 ___ _ CELL 1 BOTTOM EL. 175.85 '/ f /,' " , , '. , ···········CEL[2 BO TrOM EL. 177. 80 POND CROSS-SECTION A-A SCAl£' HORIZONTAL: 1"=20' If"RTlCAL: 1"=5' -- ,-, . . "" ' /", ' ,.. <," < ... , " 8' HIGH LOCK AND LOAD RETAINING STRUCTURE 195 190 185 180 175 170 W.M. ...... "':.:::.::."". I--+-10' PNW BELL ................... EASEMENT . LOCK AND LOAD RETAINING STRUCTURE VAR'I7NG HEIGHT. ____ _ 12'WIOE'POND IXI-~-+-ACCESS ROAD TRACT A ---,-----TRACT C ...... 6'WlDEBERM .. ELEV. 188.00 I , . , ~ -" , --- POND CROSS-SECTION 8-8 190 ' 185 -----~-­. -.. . . .•• .>",'" ,,-, 180 ., 175 170 ····f2''MOEPONO··· 1---+1 ACCESS ROAD TRACT A TRACT C POND CROSS-SECTION C-C BERM CONSTRUCTION NOTES (j) STRIP TOPSOIL, SOD AND LOOSE SOIL o EXCA VA TE BASE KEY AND BENCHES KEY WIDTH> 1/2 OF BERM BASE WIDTH BENCH WIDTH> 10' KEY/BENCH STEPS ~ 4' VERT. (J 0.5' H: V KEY SHALL BE EXCAVATED AT LEAST l' INTO ALOERWOOD FILL, OR AS RECOMMENDED BY GEOTECHNICAL ENGINEER. ()) RECOMPACT KEY/BENCH SUBGRADE TO A T LEAST 95% OF ASTM 0-1557 (MODIAED PROCTOR) (j) PLACE BERM ALL IN MAX. 6" HORIZ LIFTS AND COMPACT TO A T LEAST 95% OF MAXIMUM DRY DENSITY, MODIFED PROCTOR. MA TERIAL SHALL BE PLACED A T OPTIMUM MOISTURE OR UP TO J% ABOVE OPTIMUM. @ BERM ALL SHALL CONTAIN MIN. 20% SIL VCLA Y. MAX. 60% SAND AND MAX 60% SIL T, WITH NOMINAL GRA VEL/ COBBLE CONTENT. ONSITE ALDERWOOD TILL IS GENERALL Y SUITABLE FOR BERM CONSTRUCTION. ® INSPECTION OF BERM SUBGRADE AND ALL PLACEMENT BY GEOTECHNICAL ENGINEER IS REQUIRED. SCALE-HORIZONTAL: 1"-20' If"RTlCAL: 1"=5' CHECKED FOR COMPLIANCE TO CITY STANDARDS _________ Date __ _________ Date __ Date __ coRE \: /DESIGN ENGINEERING I"""" 12-04-04 03/16/04 14711 NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 PLANNING· SURVEYING DETENTION PONB,iiifNLS '" u '" o ~ Vl t-~ ~ Vl Iii :C -:j a:: ~ >-III z o en ~ a: ci z TESTING DETAIL RNALCONNEcnONDETAa E)(' ",01 TlGAL CROSS lEIIP. PLUG (AlJ) W/2" TAP ~~ 'W~ /ZBlI ~ _~ NEW 1).1. WAlER LINE ~N£W 1).1. WATER LINE ~ -HI... B-ft--'- L I£RTlGAL CI/OSS (MJxfl) fOR POI. 'fPfGGING LAFlER ALL ClEANING BY POl 'fPf~ PfI£SSIJIIE TESTING I-BlINO FLANCE ON TrIP W/2" TAP .t 2" PLIJG ANI) OIS1NFECTlON, REJ./OI£ lEIIPORARY BlOCK .t BlOW-OfT I-BlINI) FLANCE ON 807701./ ANI) CONNECT TO VAL 1£ W/I).1. SlEEIf" (MJ) .t 1).1. SPOOLS I-PlIJG (MJ) W/2" TAP.t 2"8l0W-0fT fiNAL CONNECmON BY CITY FC¥IC£S T£AlP(K/ARY BlOCK NOlES: I. TAPPING TE£S SHALL 8£ MAOE OF [){JCTlLE /RON OR EPOXY GOA TEIJ STEEL 2. NO SIZE ON SIZE TAPS ON GAST-/RON WA lER LINES TAP SHALL BE AT LEAST 2" SMALLER OIAM£lER THAN THE EXISTING MAIN. J. NO /IU-TAP ON ASBESTOS CEIIENT LINE OR STffi LINE. 4.IIET-TAP SHALL BE [)ONE ONLY BY ClTY-APPROVElJ CONlRACTOIIS. 5. CONlRACTOII SHALL POTHOlE ... VERIFY TIlE HORIZONTAL .t ",OITiCAL ALIGNIIENT OF EXISTING LINE OR STlJB ... SHALL STAIIT LA'rTNG TIlE NEW LlNEAT TIlE SAllE HOIIIZONTAL ANI) ",OITICAL ALiGNAlENT OF TIlE EXISTING STlJ8. CITY FORr:£S SHALL PERflJfIM THE fiNAL CONNECTION f7/OAI THE WAlER LINE TO TIlE TAPPING VALfE' W/I).1. SLEEI£.t 1).1. SPOO/. 6. TIlE MAXlMIJM AVAILABl£ RllEFLOW IS 1,000 GPII. lHJlII)fNCS MAY NOT EKCEED 3,600 SOiJAI/E fEET OF GROSS S(}IJARE FOOTAcF: WATER CONNECTION DETAIL' WET-TAP EXISnNG WATER MAIN STA, 83+17, 12'11r IN8" ll:E (FL) I-B"xIJ" If?llGAL Cl/OSS IN8" BlIND FLANGE I-B" 8lINIJ FLANGE W/ 2" TAP .t 2" PlIJG J-.B" GA TE VALI£(MJxfl) CONe. BlOCKING STA. 82+15, 12'11r- I-B" II 1/4" 8fM) (AIJ) CONe. BlOCKING STA. 82+05 STA. 83+11, 9'11T 1-22 1/2" 8fM) (MJ) CONe. BlOCKING STA, 83UO, 12'111----; 1-8"x6" lE£ (MJxfl) ,~ 6" GATE VAL 1£ (FLxAIJ) , I9LF 6"0,1. 1-5 1/1 M~ fiRE HYD. ASS'Y CONe. BlOCKING , Ii __ - - ---- ---- ,,\ , , - ", ___ <~ ~~_ ~ ~;.L-~';"'~- 1 ,.' ·1 \ !ii' I $ :'1 OJ I~ I~ I ~ -ci ___ -1-, ":-" c~·= ~ ~i~ :--~f-'-~_i I CONNEGT TO EXISTING ",OITiCAL CI/OSS W/ B" CA TE VAL I£(FLxAlJ) IN8" II£l/7JCAL CROSS • I 220 210 200 190 180 82 '----.....:......- DEFLECT WATERMAIN ' 2 1/2" PER 18' PIPE' SECTION, MIN. !8" SEPARA TlON. 83 ---------------- LDCA TE LOW POINT A T FIRE HYDRANT 84 WELLS AVENUES" 3' MIN. COlIER 85 MINIMIJM fiNISH FLoa/ (TYP.) SW 1/4, SW:1./4, SEC. 29, TWP. 23 N., RG£ 5 E., W.M. ---lEIIPORARY 2" GAL V. PIPE ____ ---r---.:fj.::.'N1::.:SH:.::..:GR..::.'AOE=-EL=E~::.:~::.:TlON~_++_------!.t!:.2" GAll: VALIf" J FT MIN. COI£II (10" DlAAIElER .t IJNOEII) " FT MIN. CO",Ol (12" OIAMElER .t 0",01) NEW WA lER MAIN POlYPIG ) ",OITiGAL CROSS FOR POlYPIGGIN STAllON: ~ INSTALL 2" PLUG ON TrIP OF BlINI) FLANGE / AFlER //£NaVAL OF POl 'fPfG ~~ SIZE OF II£l/llGAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE ",01 TICAL CI/OSS (MJxfl) I-BlINI) FLANGE ON TrIP OF CROSS W/2" TAP .t 2" ll:PORARY BlOW-OfT ASS£IIBl Y (IIEMOfE' BlOW-OfT ASS£IIBl Y .t INSTALL 2" PLIJG AFlER 1lEM0VAL OF ClEIoNING "POL 'fPfG, ONE BlINI) FLANGE ON 807701./ OF CI/OSS ONE PlUG (AlJ) ON EN/) OF CROSS CONCI/£TE BlOCKING ALL OEIiR/S .t POl TPlCS SHALL 8£ REJ./OVElJ f7/OAI SlIMP OF ",OITiCAL CI/O.<S BEfOR£ DISINfECTION OF NEW WA lER MAIN 220 210 200 190 180 WATER MAIN POLYPIGGING DETAIL VERTICAL CROSS FOR POLYPIGGING 260 250 '240 230 220 210 200 190 .. 180 o "~DmECT WA~RMAIN 2 1/2' PER 18' PIPE SECTION, MIN. f8" SEPARA TlON., PROFILE HORIZ SCALE: 1"=50' VERT. SCALE: 1"= 10' \ II ,,' L , , MINIAIU/I fiNISH FLoa/ (TYP.) ( I ,J\ \ .... , ' ,.. \ " tTil " , " I'1iI \ i' '" '"01 ':\, ;:: . \ '\ ~I ,;' , ""II \ \" I :I; :\' I '\ . \' , 1:1 I Z', 2 , t STA. 0+56, 12U 1-8" 22 1/2' BENI) (M,/) CONe. BlOCKING I : , MFF, 206 3' MIN. COlIER STA. J+.J6. BU IN8" 22 1/2' 8fM) (AlJ) CONe. BlOCKING S. 36th STREET 3 , ~ ---~ -~ ----<; -,---:----- , " LOTS 15-18, AND 38-J9 TO ItA 1£ I" WA lER MElERS. ALL OTHER LOTS SHALL HA 1£ J/I" WAlER MEIERS. 260 250 240 23{) i' 220 STA. 4rl/8, 12Z , f-B"x6" lEE (mMJ) I~" GAll: VAL 1£ (flxJIJ) IILF 6"0.1. 1-5 1/"" Milt:} fillE HYD. ASS'Y NmL' fiLL AND CO/IPACT TIlE IllJAI)WA Y P1//SII TO RNSH (;!IAlJE PIIIOII TO £XCA VA TION , fOR ,TIlE WA lER MAIN INSlALLA TlON. . , [ , ' , ' l; : ; MRF ... "MFF, 250' . , STA. 4+15, 12U ~ I-B"x6" ",OIllCAl CI/OSS I I-B" AIJAPTOII (flxJIJ) 'I z-e" 8lINIJ FLANCES I I-B" BlIND FLANGE IIITH 2" TAP AND 2" PlIJG N 1-2" AIII-VAC ASS'Y PElI e.o.lI, STD. ~ ~ lJETAIL 8095 CONe. BlOCKING 210 ~==========~~~~ 200 190 180 5 CHECKED FOR COMPLIANCE TO CITY STANDARDS _________ Date __ _________ Date , ...... ,. 'b;":'~" ;,;~-<.~'!. ',1'1 Date coRE \,; ,/ DESIGN 03/16/04 14711 NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 ENGINEERING PLANNING" SURVEYING WATER PLAN/~¥l/:;rr~NING AY 2 n " l. '" I Et)2C601 ~ ~ oj C::l ~ 0 <j- , ~ ~ "'l .... ~ 0 I ~ ~ '" !! ~'"' I iJj d~! ~ ~!~ ~ ~ w ~ ~ ~ :i --:i c:: :::E ~ ~~ ~!l.i SW 1/4, SW 1/4, SEC. 29, TWP. 23 N., RGE. 5 E., W.M. WA TER NOTES 1. ALL WORK MA TERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICA TlONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LA TEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICA TlONS. AS APPROVED BY THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT ON-SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WA Y SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDA YS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235-2635. ALL STREET CLOSURES. PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. .3. ALL LOCA TlONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR's RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCA TlONS SO AS TO A VOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCA TE CALL 48-HOUR LOCATORS. 1-800-424-5555. 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COA TlNC SHALL CONFORM TO AWWA C104 OR LA TEST REVISION. PIPE JOINTS TO BE PUSH-ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE INSTALLED SOUTH OF SUNSET BL 1-1). (EMPIRE WA Y, SR 900) AND WEST OF SR 167 (EAST VALLEY FREEWA y) OR IN SOILS OF HIGH RESISTIVITY SHALL BE POL YETHYLENE WRAPPED PER ANSI/AWWA C105-77 STANDARDS. 5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RA TED AS NOTED ON PLANS. AND IN ACCORDANCE WITH ANSt/AWWA CI10/A21.1O-82. CEMENT LINING SHALL BE ACCORDANCE WITH ANSI/AWWA CI04/A21.4-85. IF FITTINGS ARE 3# TO Ir IN DIAMETER AND HA VE MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI/AWWA CI10/A21.10-82 OR ANSt/AWWA CI53/A21.53-84. 3# TO 12# DIAMETER FITTINGS WHICH HA VE MECHANICAL JOINTS AND/OR FLANGED JOINTS SHALL &E IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.82 OR A COMBINATION OF ANSt/AWWA CI10/A21.10.82 AND ANSI/AWWA C153/A21.53-84 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE IN ACCORDANCE WITH ANSt/AWWA C153/A21.53-84 AND THA T PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI/A WWA C110/A21.10-82. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53-5.3 OF ANSt/AWWA CI53/A21.53-84 OR WITH SECTION 10-4.3 OF ANSI/AWWA CI10/A21.10-82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, m?ONZED-MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O-RING STUFFING BOX VAL VES SHALL BE DESIGNED fOR A MINIMUM WA TER OPERA TlNG PRESSURE OF 200 PSI. GA TE VAL VES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR MlltH. ALL VAL VES 1r IN DIAMETER OR LARGER. SHALL BE INSTALLED IN A VAUL T. SEE WA TER STANDARD DETAIL FOR 12N GA TE VAL VE ASSEMBL Y VAUL T AND IN BYPASS INSTALLA TlON. 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO A WWA C-504-80 WITH A 6# INLET AND A M. v.0. OF 5~ TWO 2-1/2# HOSE NOZZLES WITH NATIONAL STANDARD 7~ 60 DEGREE V THREADS. O.D. THREAD 4.875 AND ROOT DIAMETER 4.6263, 1-3\4# PENTAGON OPERATING NUT OPENING BY TURNING COUNTER-CLOCKWISE (LEFT). 8. ALL WA TER MAIN lO N AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36# tlELOW FINISH GRADE. ALL WA TER MAIN 12N AND LARGER SHALL BE A T A MINIMUM OF 48-BELOW FINISH GRADE. WfIERE UTILITY CONFLICTS OCCUR. WA TER MAINS ARE TO BE LOWERED TO CLEAR. 9. ALL WA TER MAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL BE CLEANED WITH PIPE CLEANING NPIGS# PRIOR TO DISINFECTION. THE -POL Y PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB-AS OR APPROVED EQUAL, 2 LB/CU FT DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COA TlNG ON THE REAR OF "PIG# ONL Y. "PIGS N SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERA TlON UNDER THE SUPERVISION OF THE CITY INSPECTION PERSONNEL. 9A. ALL WA TER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERA TlNG PRESSURE, IN ACCORDANCE WITH THE SPECIFICA TlONS OF THE CITY OF RENTON AND THE WASHINGTON STA TE HEAL TH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENT A TlVE OF THE CITY OF RENTON. 9B. ALL WA TER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF 50 PPM (MINIMUM CONCENTRA TlON) CHLORINE/WA TER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICA TlONS REFERENCED IN 1 ABOVE. 10. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF THREE (3) WORKING DA YS NOTICE IS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON, A PERMIT INFORMA TlON SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. TWENTY-FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 12. INSTALLA TlON OF CORPORA TE STOPS. WA TER SERVICES. LINES. AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICA TlONS. CONSTRUCTION PERMITS, AND PA YMENT OF FEES HA VE BEEN MADE TO THE CITY OF RENTON. 1.3. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS WHICH MA Y BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL OF THE DEPARTMENT OF PUBLIC WORKS. ALL NECESSARY EXCA VA TlON AND MA TERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICA TlONS. 14. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTA TlVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR's RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS-BUILT DRAWINGS. 15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 16. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS. NUTS, BOL TS, ETC.) SHALL BE MANUFACTURED BY STAR MANUFACTURING COMPANY OF COLUMBUS, OHIO OR EQUAL APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS. 17. ASPHALT AND CONCRETE STREET PA VlNG SHALL BE SA W-CUT TO A MINIMUM DEPTH OF TWO INCHES. OIL MA T STREETS MA Y BE SPADE CUT. ALL SURFACE CONCRETE, PA VEMENT, SIDEWALKS. CURB, GUTTER, AND DRIVEWA Y APPROACHES SHALL BE SAW-CUT TO MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 18. A TEMPORARY COLD MIX ASPHALT SHALL BE PLACED ON THE DA Y OF INITIAL EXCAVA TlON WITH A PERMANENT SEALED PA TCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN TEN DA Y.S: CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT WRITTEN APPROVAL OF THE INSPECTOR. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED AREAS. ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. MAXIMUM DEFLECTION FOR FULL LENGTH PIPE, PUSH-ON TYPE JOINT, 8" D.I.P. OR LARGER. SHALL BE 5; OR 19 N PER 18' LENGTH. 2" BEEHIVE STRAINER CUT OPENING AS REQUIRED, AFTER INSTALLA TlON, GROUT AROUND PIPE. -~_ 2''x 2''x 1" TEE, 1" CLOSE NIPPLE BETWEEN TEE lit BEND~ 1" 90' ELBOW 2" GAL VANIZED IRON-------;;;;;:;:~~ PIPE 18" [ONG 2" CAP WITH 1/8"--- HOLE FOR DRAIN. WASHED GRA VEL, PASSING 1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN-----'" 1" COMBINIt TlON AIR RELEA SE lit VACUUM V.AL VE. SCREWED. APCO NO. 143C OR E(JUAL. 2" OPEN PA TTERN, RETURN BEND '/ 2" GAL VANIZED IRON PIPE FIELD LOCA TE 1" CLOSE NIPPLE 1" UNION 1" NIPPLE 1" UNION 17''x28'' CONCRETE METER BOX WITH 3/8" STEEL DIAMOND PLA TE COVER EQUAL TO FOG-TlTE METER SEAL CO. ND.2 METER BOX. FIELD LOCA T£. 1" BRONZE GATE VALVE. SCREW EQUAL TO RED-WHITE VALVE CORP. FIG NO.280 ~4li~~~~;;~C~OUPLING COPPER TO MALE IRON PIPE-FORD C28-44 OR EQUAL. (f 1" TYPE 'K" SOFT NOTE: ~~~~~~~ ___ :CQ~PPER TUBING 1" IRON PIPE THREAD CORPORA TlON STOP WITH 1" GAL VANIZED IRON PIPE TO FIT 1" 90' ELBOW 900 BEND FOR COPPER. FORD TYPE nooo PACK JOINT CTS. DOUDLE STRAP SERVICE CLAMP WITH 1" IPS TAP TO FIT, EQUAL TO MEULLER CO. AIR AND VACUUM RELEASE VAL VE ASSEMBL Y SHALL BE INSTALLED A T HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCA TlON WHERE ASSEMBL Y CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH OF LINE TO CREA TE A HIGH POINT A T A LOCA TlON WHERE ASSEMBL Y CAN BE INSTALLED. TEE CAP 22-1/2' 11-1/4' c· .... . ' , . . ~: .:-,." -. 90'BEND 45' BEND FIGURE 1 NOT£.· FOR CONVEX VERTICAL BENDS BLOCKING SEE APWA STANDARD PLAN NO. 73. 1" AIR/VAC RELEASE VAL VE ASSEMBLY CITY OF RENTON STANDARD PLAN NO. B085 12"x 22" CONCRETE METER BOX WITH 3/16" STEEL DIAMOND PLA TE CO VER EQUAL TO FOG TlTE METER SEAL Co. B-10 METER BOX. RNIS/I CRADE 6" MIN 9" MAX 21" MIN COVER NO SCALE 1 FLUSH WITH RNISH CRADE (TYPICAL) TO CITY METER w . ______ IN UNIMPROVED RICHT OF WAY :!5 .~ INSTALL METER BOX AT W· ~-§ I PROPERTY LINE g;. g: . SIDEWALK §I "-o· g:. fo-__ WA TER METER TO BE I " HORIZ BLOCKING DETAIL NO SCALE FOR 3/4" TO 2" DCVA, USE FOGTITE CONCRETE METER BOX NO. 2T (17"x28") WITH 3/8" STEEL COVER PLA TE METER BOX SHALL BE DOUBLE STACKED. FOR 2-1/2" TO 3" DCVA, USE UTILITY VAULT CO. MODEL 25TA OR EQUAL BELOW CROUND INSTALLA TlON FOR 3/4" TO 3" DOUBLE CHECK VAL VE ASSEMBLIES AFTER TESTING &' APPROVAL, PLUG ALL TEST COCKS WITH BRASS PLUGS AFTER RELD INSTALLA TlON, DCVA MUST BE TESTED SATISFACTORILY BY A DEPARTMENT OF HEALTH CERTIRED BACKFLOW ASSEMBLY TESTER. TEST REPORT MUST BE SUBMITTED TO CITY OF RENTON WA TER UTILITY ENGINEERING PRIOR TO ACTIVATION OF NEW LINE DOUBLE CHECK VALVE ASSEMBLY NO SCALE SUPPLIED BY THE CITY -I 12 MIN L 36" MIN COVER 36" MIN CO VER NEW DUCTILE IRON WA TERMAIN LOOP DOWN TO CENTERLINE OF WA TER MAIN TO PRO VIDE SLACK IN COPPER SERVICE LINE TO METER. CORPORA TlON STOP. FORO TAPERED THREAD (CC). PACK JOINT (3/4" nooo) (I" nooo) 22-1/2' ~r{______ } EXISTING CAST IRON OR DUCTILE IRON WA TERMAIN ~ FOR SERVICE FROM EXISTING STEEL ASBESTOS CEMENT OR P~ WATER MAINS INSTALL DOUBLE STRAP SERVICE CLAMP EQUAL TO J.(IJELLER co. TYPE "K" SOFT COPPER TUBING FORO COPPERSETTER VII 72-15W-44-JJG (FOR 5/8" x 3/4" METER) VII 72-15W-44-44G (FOR I" METER) BOTH INLET AND OUTlET WITH PACK JOINT WITH GRIPPER. PADLOCK WINGS ON KEY VAL VE SINGII CHECK VAL VE ON OUTlET. ALL PACK-JOINT RmNGS S/lALL BE WITH GRIPPER. IF SERVICE LINE TO HOUSE IS TO BE INSTALLED IN THE FLlTURE INSTALL FORO C14-33 OR 44 ROT x COMPRESSION COUPLING 3/4" OR ," GALVANIZEO PLUG 3/4/1 & 1" WATER SERVICE NO SCALE coRE \; /DES/GN I ..... 12-04-04 03/16/04 14711 NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 ENGINEERING, PLANNING, SURVEYING WATER DETAILS & NOTES PMENT PLANNING y 1 2 20 4 RECEIVED 01052Cfi31 Q " '" z ~ >-CD ci z { -____ ._-,--.1. -----....;,.....-\- \ . TRACT ,e I \, 1 1 28 MFr. 198 27 MFF. 198 "'---2' " . ... 0 \ 198 MFF.. 19B . ~. ( , ,30 MFT, 2PO \ /\ . SW 1. 4, SW 1. 4, SEC. 29, TWP. 23 N., RGE. 5 E., W.M. 22 21 20 18 ~02 f MFF. 222 (.j ,,~' . , .. ,' "" ;",<:), e",U" ~ ,: ;i", "t,~! ;,/:< 'f; .'~: .. \ \ ~' : "") '~::-: :<"~ ',;',0 .~~~~tl:..:L1~~F~~~ BENCHMARKS: 3" 8RASS DISC IN SIDEWALK (j THE SW CORNER l08th A~ 5.£ & 116th ST. KING CQ 8M F-8A ELEVA liON 400.97 295 I. DATUM: CITY OF RENTON -NA lID 1988 BASIS OF BEARINGS N86'50'15"E, KCA.s; ALONG THE SOUTH LINE SWf/4 SECllON 29-23-5 1 1 1 1 I MFFj 310 ~-:A,! ;'1 ~,,:;';"7,;-' -,";( (_"'''' ,'-;'Z,: ~, "~ , (, ;"';' ,,--:' >.,A:(i: LEGEND SCALE: 1" = 50' PROPOSED SEWER PROPOSED WA TER PROPOSED STORM DRAINAGE PROPOSED STORM DRAINAGE BYPASS - - - -PROPOSED ILLUMINATION CONDUIT 00 STORM CLEANOUT OR YARD DRAIN TYPE!, TYPE /I CB (RESPECTIVEL y) .A~Mm ,y)n~ LUMINA IRE '-~ KI: CHECKED FOR TO CITY COMPLIANCE STANDARDS \,; /DESIGN ENGINEERING· I""'" 12-04-04 03/16/04 '47" NE 29th Place Suite '0' Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 PLANNING, SURVEYING _________ Date _________ Date COMPOSITE UlfIUfiferRmJJJN Date ,AY 22 04 E[)Q'052C701