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HomeMy WebLinkAboutLUA-04-130,>- ®({D~t$j Jl~~~l A M B Partners II 3131 S Vaughn Way #301 Aurora, CO 80014 Blackriver Jv Llc I 4640 95th Ave NE Bellevue, W A 98004 i ',. ( , 0418 Esa I \ 450 E Las Olas Blvd #1100 Fort Lauderdale, FL 33301 Grady Way II Inc PO Box 27069 Seattle. ~8165 (' King County 500 4th Ave #500 i Seattle, W A 98104 Renton Investments Llc PO Box 478 Salt Lake City, UT 84110 ~1/ /' Tokusui Corporation Of America Inc 900 Powell Ave SW '\. l. Renton, W A 98055 University Street Prop 1301 5th Ave #3~ . 01 ( University Street Proe 1301 5th Ave #3) 101 I I \ "University Street Properti 711 Powell Ave SW Renton, W A 98 . ®091Si Jl(])~ 0~I]dW0~ 0Snl 1 1 1 I > t6' Agbar Technologies Inc 444 N Michigan Ave #1110 Chicago, IL 60611 Grady Way II Llc PO Box 27069 Seattle, W A 98165 Laughlin Llc & Plaza Prope Highland 1110 N 175th St #220 Shoreline, WA 98133 Shepherd Investing Inc PO Box 52868 Bellevue, W A 98015 University Street Properties V Llc 1301 5th Ave #3500 Seattle, WA 98101 University Street Properties V Llc 13015thA~ 98101 University Street Pr 711 Powell Av 98055 ----- 1 ~n;~~l ~~~.n\Pl\Pl\o/ 1 @~~w~ 1 1 I. \. 1 • 1 Billings Dev 700 Powell Ave SW Renton, WA 98055 BnsfRwyCo PO Box 961089 Fort Worth, TX 76161 Grady Way I LIe PO Box 27Q9 98165 John C Radovich Llc 2835 82nd Ave SE #300 Mercer Island, W A 98040 Recreational Equipment Inc PO Box 1938 Sumner, W A 98390 1 Shepherd Investin 1 PO Box 5 1 Be~WA 98015 1 1 1 1 University Street Pro 1 1301 5th Ave 1 C;;:p"ttlp w..JI"""'981O 1 University Street Properties V LIe l3015th~0 A 98101 University Str roperties Vi Llc 711 Pow ve SW n, WA 98055 !i\l..!.~~iall4l§) \Pl~~~ l4I~OOW§) <, -------- N f 14 HBoR. rbo.P D£TA1 L fl1 tW-(rTf M C1 -'5.€.m-) - -!I -~ ~~~~ 13t~:.'=_:;.::..~~~"-~~~~~~~J~2-_~_.,:;~-;;p"·"" j[';,!,:~'''''f.:~':;::';~--' ij !I ~~~~ ~ ~ : i-------' .. ~--~--~ ;11~j , ,'~1I nA / I -L_ I D !1 I Ifl.Gt~-Nvr" r..... .....: '-' ; :;: ~:t:>;, , \1 i q,c ?ovJ£<L-5 iii : BAm,,' COMPANY ~ '-~ -.~: ~ i! 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HZ .. 2S T23N R4E E 112 do l co 11-----········ 24 T23N R4E E 1/2 4324 e + ~+ PIBIPW TI!CIINICAL Sllll.VICI!S ~ UIOofIOl PARTIES OF RECORD AIRGAS C02 STORAGE AND RAIL SITE LUA04-130, ECF Pat Merkel Airgas -Norpac, Inc. 11024 47th Avenue NE Marysville, WA 98271-8322 tel: 425-508-1403 eml: pat.merkel@airgas.com (contact) Airgas -Norpac, Inc. 3591 N Columbia Blvd Portland, OR 97217 tel: 503-283-2295 (owner) (Page 1 of 1) STATE OF WASHINGTON, COUNTY OF KING} AFFIDA VIT OF PUBLICATION PUBLIC NOTICE Lily Nguyen, being first duly sworn on oath that she is a Legal Advertising Representative of the King County Journal a daily newspaper, which newspaper is a legal newspaper of general circulation and is now and has been for more than six months prior to the date of publication hereinafter referred to, published in the English language continuously as a daily newspaper in King County, Washington. The King County Journal has been approved as a Legal Newspaper by order of the Superior Court of the State of Washington for King County. The notice in the exact form annexed was published in regular issues of the King County Journal (and not in supplement form) which was regularly distributed to its subscribers during the below stated period. The annexed notice, a Public Notice was published on Monday, 11/29/04 The full amount of the fee charged for said foregoing publication is the sum of $114.50 at the rate of $15.50 per inch for the first publication and NIA per inch for ea~~uent insertion. Lily Nguyen Legal Advertisi Representative:-King County Journal :aubscri ed a sworn to me this 29th day of November, 2004. 'l"fo· \\\\\\1111111//11// ,,\\\ '(;,I\GHE: /1/// Tom A. Meagher ,~ ~ ••••••••••• IT 0: '" ~." Ex· '. ~ Notary Public for the State of Washington, Residing in Redmond:..::.W~s~i~6n Plr6~""" %. Ad Number:847625 P.O. Number: .:3 0: t ~'\ ~?-.'( \ -z. :: Cost of publishing this notice includes an affidavit surcharge. == f-: <3 ~ .... 0/,.. : 2 == -' ,. ,,""-~ \. P\l'¢" ~~l g ff ~ '. tt.: •••. ~ ~ ~ 0'".... MA'I 'l.~.' '<.. " ;.z '~ ........... ~~ ~ ~//III r12 0 F ~ \\\\\\ 111/1/1111111\\\\ NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE RENTON, WASHINGTON The Environmental Review Committee has issued a Determination of Non-Significance for the following project under the authority of the Renton Municipal Code. Airgas C02 Storage & Rail Site LUA04-130, ECF Location: 950 Powell Avenue SW. The applicant (Airgas-Nor Pac, Inc.) is requesting Environmental (SEPA) Review, in order to con- struct two 100,000-pound (when full) liquid carbon dioxide storage tanks at their existing site at 950 Powell Avenue SW. The zoning designation is Industrial Medium (lM). The two above ground tanks are 56 ft 6 inches by 7 ft 6 inches in size and 8ft 8.5 inches high, 50- tons each. The area for the tank foundation pads, which is cur- rently a gravel surface, is approximately 1,000 square feet. The proposed area of constuction will encompass approximately 5,400 square feet of impervious area to include the tank pads, process piping, rail off-load plat- form and compressor. The site does not contain any critical areas according to the City of Renton Critical Areas maps. The appli- cant proposes the hours of operation to be Monday through Friday, 7:00 am to 6:00 pm. Appeals of the environmental determination must be filed in writ- ing on or before 5:00 PM on December 13, 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 9B055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-B-llO.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. Published in the King County Journal November 29, 2004. #B47625 • • -< \. CITY OF RENTON PLANNING / BUILDING / PUBLIC WORKS MEMORANDUM Date: December 17, 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: Airgas C02 Storage and Rail Site LUA (file) Number: LUA-04-130, ECF Cross-References: AKA's: Project Manager: Nancy Weil Acceptance Date: October 25, 2004 Applicant: Pat Merkel -Airgas -NorPac Owner: Airgas -Norpac, Inc. Contact: Pat Merkel PID Number: 2146100010 ERC Decision Date: November 23, 2004 ERC Appeal Date: December 13, 2004 Administrative Approval: 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: Project Description: Applicant (Airgas-Nor Pac, Inc.) is requesting Environmental (SEPA) Review, in order to construct two 100,OOO-pound liquid carbon dioxide storage tanks at their existing site at 950 Powell Avenue SW. The two above ground tanks are 56 ft 6 inches by 7 ft 6 inches in size and 8ft 8.5 inches high. The foundation pads, currently a gravel surface, for the tanks totals approximately 1,000 square feet. The site does not contain any critical areas according to the City of Renton Critical Areas maps. Location: 950 Powell Avenue SW Comments: kec:IIJCeJ:-W Ileellef, Mayor ,Decempet 15,2004 . Pat Merkel' Airgas ':" Norpac, Inc. 1102447thAVenue NE .' Marysviile,. WA' 9827t-8322 . . . SUBJECT: AirgasC02 Storage & Rail Site '. LUA~o4"130, ECF . . Dear Mr. Merkel CITY ~F RENTON . PlanniilgIBuildinglPublic WorksnePartInent Gregg Zimmerman P.E., Administrator This letter is to. inform you that the appeaJ.;p~·riQdhiis ended fOLthe Environmental Review Committee's (ERC) Detertninat~oi1. of~()n'~$ignificance for th~abQve~referenced project. • '. _. ",.' ." J . "-"'.' . No appeals were filed on the ERCdetermin~tion.·· > . -' . . . . -",", , This\decision is finaFandappliclitibn for theappropri~tely' required> permits may proceed .. If you. have any questions, please feel tree to contactme at{425) 430~727Q .. For the Environmental Review Committee, NahcyWeit Senior. Planner cc:Airgas -Norpac, Inc. / Owner ------------~lO~5~5~So-u~ili~G7r~a~dy~W~~--~R~e-n-ro-n,~W~a-s~hi~ng-t-on~9~80~5~5------------~ * This paper contains 50% recyCled material, 30% post consumer AHEAD 'OF THE CURVE ENVIRONMENTAL DETERMINATION ISSUANCE OF A DETERMINATION OF NON-SIGNIFICANCE (DNS) POSTED TO NOTIFY INTERESTED PERSONS OFAN ENVIRONMENTAL ACTION jl PROJECT NAME: Alrga. C02 Storage & Roll Site PROJECT NUMBER: LUA04-130, ECF LOCATION: 950 Powell Avenue SW DESCRIPTION: The applicant (Alrgas-Nor Pac, Inc.) Is requesting Environmental (SEPA) Revlew,ln order to construct two 100,OOo-pound (when full) liquid carbon dioxide storage tanka at their existing site al 950 Powell Avenue SW. The zoning designation I. Industrial Medium (1M). The two above grou!')d tanka are 56 ft 6 Inchea by 7ft 6 Inches In size and 8ft 8.5 Inches high, 50-tons each. The area for the tank foundation pads, which 18 currently a gravel surface,," approximately 1 ,000 square teet. The proposed area of con.luetla" will encompass approximately 5,400 square 'eel of Impervious area to Include the tank pads, process piping, rail off- lOad platform and compre880r. The 81te does not contain any critical area8 according to the City of Renton Critical Areas maps. The applicant proposes the hours 01 operation to be Monday thJ:C)ugh Friday, 7:00 am to 6:00pm. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITIEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeals 01 the environmental determination must be flied In writing on or bafore 5:00 PM on December 13, 2004. Appeals must be flied 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 4-8-110.8. Additional Information regarding the appeal proces8 may be obtained from the Renton City Clerk', Office, (425) 431).6510. . IF THE ENVIRONMENTAL DETERMINATION IS APPEALED, A PUBLIC HEARING WILL BE SET AND ALL PARTIES NOTIFIED. FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION AT (425) 430·7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION .. , ...... ""'''''''', Please Inc.ludeJhe project NLJr..BER~hen:calling for proper file Identification . ....... "{\'ol KA~ I •• .:~ ~\.:. ........ C~ ", .: j'" .... ~SSION~. ~ ,~ .. --. f ~'-&~~~OTA,qJ.-1::':\ CERTIFICATION ~ ... ~ 00: ~ ~ <.P ~. ,oUBUC .: : ~ ;,..\. . ~ .-\~i:;.~~:?~:~'!.··~-:s.~fr, ~ i..u:ber-, hereby certify that:3 copies of the lill" f:' WAS~~ ............ " ab~ ent were posted by me in 3 conspicuous places on or nearby ",",............... \. ' .... A • .-"\~ .,~, the described property on "!)verot:..WL Prj 4:Yl"f . C)..,..,,., ~ -/:;;;t~1~ Signed: ~.2uc/u,v ArtESf'SUb'f.;6ed ~m befme me, a~publie. i.f.fldfOrtt.te of _ Washington reSiding in ~-n on the, -ern-day of /)70tJ. ~OOy MARILYN KAMCHEFF MY APPoINTMENT EXPIRES 6-29-07 ENVIRONMENTAL DETERMINATION ISSUANCE OF A DETERMINATION OF NON-SIGNIFICANCE (DNS) POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: Airgas C02 Storage & Rail Site PROJECT NUMBER: LUA04-130, ECF LOCATION: 950 Powell Avenue SW DESCRIPTION: The applicant (Airgas-Nor Pac, Inc.) is requesting Environmental (SEPA) Review, in order to construct two 100,OOo-pound (when full) liquid carbon dioxide storage tanks at their existing site at 950 Powell Avenue SW. The zoning designation Is Industrial Medium (1M). The two above ground tanks are 56 ft 6 Inches by 7 ft 6 Inches in size and 8ft 8.5 Inches high, 50-tons each. The area for the tank foundation pads, which Is currently a gravel surface,. Is approximately 1,000 square feet. The proposed area of constuction will encompass approximately 5,400 square feet of impervious area to include the tank pads, process piping, rail off- load platform and compressor. The site does not contain any critical areas according to the City of Renton Critical Areas maps. The applicant proposes the hours of operation to be Monday through Friday, 7:00 am to 6:00pm. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERG) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeals of the environmental determination must be filed in writing on or before 5:00 PM on December 13, 2004. Appeals must be flied 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 4-8-110.B. Additional Information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. IF THE ENVIRONMENTAL DETERMINATION IS APPEALED, A PUBLIC HEARING WILL BE SET AND ALL PARTIES NOTIFIED. FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION AT (425) 430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION Wheeler, Mayor November 24, 2004 Pat Merkel .. ' ,Airgas -Norpac, Inc. 11024 47th Avenue NE Marysville, WA98271-8322 SUBJECT: Airgas C02, Storage & Rail Site 'LUA-04-130, E,CF . " Dear Mr. Merkel:' CITY.F . RENTON' PlanningIBuilding/Public WorkS Department Gregg Zimmerman P.E., Administrator . ' , , Thisletler is written on behalf of the Environmental Review ,Committee (ERC) and is to inform you that' they h~lVe completed their review (jf theenvir().nr:nental impacts of the above-referenced project. The Committee, oh November 23, 2004, decided that your projeCt will be issued a Determination of Non~ Significance. ' . " . ,. " ' , . . . . . The City of Renton ERC has de.terrninedthat it does not have a probable significant adverse impact on the environment An Environmentallmp'act State.ment (EIS) is not required underRCW 43.21 C~030(2)(c). This decision was made by the ERe;, under the authorityofSeCtion'4~6-6, Renton Muhicipa'i Code; after revie~ ofa co'mp,leted environmental checklistahd other iriformation, ont.ile with the lead' agency. This information is available to the public 011 r~qLJest.>·, ., . . ~ " . . ~'';''j~ '.\ -" ...... ! '.~ .. Appeals of the environmental determination' must, be filed in writing on or before 5:00 PM December 13, 2004. Appeals musLbefiledin<wrjtingtdgEltherWith the required $75.00 application fee with: Hearing Examiner, City of RentoA,,1055 South Grady Way, 'F!enton,WA 98055. Appeals tathe Examinerare governed by City of H~ntol1 Municipal Code Section 4~8-116B.Additional.information: regarding ttie appeal process maybe.'obtained frornthe Renton City Clerk's Office, (425) 430"6510. , ", . . -. . ,. '. . ", ,_.. . -. -: -. .' If you have ~ny questions or desireclarification.ofth~ ab~ve, pl~asecall me at (425)430-7270; For IheEnvi~onmental Review C9mmittee, . "C\~LJj NancyWeil Senior Planner cc: Airgas -' Nor Pac, Inc.l Owner ----------~1~0755~S~o-u~th~G~r-ad~y~W~a-y---R-en-t-on-,-W-a-Sh-in-g-to-n-9-8-0-55-------------~ ® This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE Kathy Keolker-Wheeler, Mayor November 24,2004 Washington State Department of Ecology' Environmental Review Section rOSox47703 Olympia, WA98504-7703 CITY IF RENTON PlanningIBuildinglPublic Works Department GreggZimdlerman P.E., Administrator Subject:· Environmental Determinations'· . Transmitted herewith il:) a copy of the Environmental Determination for the following project reviewed by th~ Environmental Review Committee (ERG) on' November '23, 2004: ' . DETERMINATION OF NON~SIGNIFICANCE PROJECT NAME: PROJECT-NUMBER: . LOCATION: DESCRIPTION: Airgas'CO~ Storage & Rail Site 'LliA04-130, Ed: . 950 Powell A~enu~~W The applican~;(Airgas~Nor' Pac, Inc.) ,is requesting Environmenial(SEPA) Revi~w;.inordertoc~nstruct twot90,OOO~pound(when full) liquid carbon dioxide storage tanks at their existing site al950 Powell AVenue SW. The zonit,gdesignatioli is Industrial M4i!diui'n (1M). The tWo abOve ground tanks 'are 56 It 6iilches by 7ftE; inches in,s,izeand 8ft 8.5 iriches high, 50-tons each. The area for the tarikfoundation,pad$, which is currently a gravel surface; .is apjlro~ilJl~t~ly. 1 ;000 ,squarE!':feet. The proposed area of constuction. will'" 'en<;oiri~ss approximately 5,400 square feet .of imperviou,s,are~Joinclude)hetank pads; process piping, .rail off-load platforrri.arl'd'compre:#oi'.The site, !:JOes not contain allY critical areas according to the City of Renton' Critical Areas 'maps. The applicarit proposes thehours ofope~tiontobe Monday through Friday, 7:00.am to 6:00,pm. '. . . '. Appeals of the environmentaidetermination "lust be .filedin,Nriting on or before· 5:00 PM on December 13j2004. Appeals mustbefilecl in writingJogether with the required $75.00 application fee with: Hearing Examiner; City. of Renton,to55 SOlJth' GnidyWay, Remtori, VIlA 98055. Appeals to the Examiner 'are governed. by City of ReritonJv1unidpai Code Section 4-8~110.B. Additional information' regarding the appeal process may be obtained from·theRentonCity Clerk's Office, (425) 430-6510. If you have questions, please call meat (425) 430-7270. For the Environmental ReviewCommittee, Q~~wj NancyWeil Senior Planner cc:King County Wastewater Treatment Division WDFW, Stewart Reinbold David F. Dietzman, Department of Natural Resources ~SDOT, Northwest Region Duwamish Tribal Office Rod Malcom, Fisheries, Muckleshoot Indian Tribe (Ordinance) Melissa Calvert, Muckleshoot Cultural Resources Program US Army Corp. of Engineers Stephanie Kramer, Office of Archaeology & Historic Preservation . Enclosure ~ ------1-0-5-5 -So'-u-th-G-r-a-:-dy-W-ay---R-e-nt-o-n,-W-a-s-hi-ng-t-on-9-80~5-5------R EN TON * This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE-MITIGATED ADVISORY NOTES' APPLICATION NO(S): LUA04-130, ECF PROJECT NAME: Airgas C02 Storage & Rail Site APPLICANT: Airgas-Nor Pac, Inc. LOCATION OF PROPOSAL: 950 Powell Avenue SW DESCRIPTION OF PROPOSAL: The applicant (Airgas-Nor Pac, Inc.) is requesting Environmental (SEPA) Review, in order to construct two 100,000-pound (when full) liquid carbon dioxide storage tanks at their eXisting site at 950 Powell Avenue SW. The zoning designation is Industrial Medium (1M). The two above ground tanks are 56 ft 6 inches by 7 ft 6 inches in size and 8ft 8.5 inches high, 50-tons each. The area for the tank foundation pads, which is currently a gravel surface, is approximately 1 ,000 square feet. The proposed area of constuction will encompass approximately 5,400 square feet of impervious area to include the tank pads, process piping, rail off-load platform and compressor. The site does not contain any critical areas according to the City of Renton Critical Areas maps. The applicant proposes the hours of operation to be Monday through Friday, 7:00 am to 6:00 pm. LEAD AGENCY: The City of Renton Department of Planning/Building/Public Works Development Planning Section Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Planning 1. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. 2. All debris and demolition materials must be removed from the site and properly disposed of in an approved off-site location. If underground tanks or hazardous materials are encountered during site preparation, the applicant must contact the City to discuss appropriate soils testing and disposal measures (e.g., Fire Department tank removal permits and verification soils are not contaminated). 3. Applicant is responsible for obtaining any additional applicable permits required from other agencies. 4. Should any archaeological deposits or human remains be encountered during project work, work shall immediately cease and the Washington State Office of Archaeology and Historic Preservation shall be notified. Fire Prevention 1. Permits are required from the fire department for the tank installations. Permit applications and guidelines can be obtained form the Fire Prevention Bureau office. 2. Tank and piping system contents shall be identified in accordance with UFC Standard 79-3. 3. The tanks and piping must be protected from physical damage using guard posts or other approved means. 4. The tanks must be located not less than 5 feet from property lines or buildings. The fire hydrants shown on the drawings must not be obstructed, and a minimum three-foot clearance must be maintained on all sides. Plan Review 1. The contractor shall call for utilities location before any excavation near the water line. The bollards around the tanks must not be closer than 5 feet from the water line. 2. If the project has any facilities that are proposed to be constructed that require sewer connection there is an existing 10" sanitary sewer main in Powell Ave. SW. 3. All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. 4. Permit application must include an itemized cost of construction estimate for the utility improvements. The fee for review and inspection of these improvements is 5% of the first $100, 000 of the estimated cost; 4% of the next $100,000; and 3% of any additional cost. One-half of the fees are due upon permit application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. 5. All civil engineering plans shall be tied into a minimum of two of the City of Renton current Horizontal and Vertical Control network. 6. Erosion Control (if required) will be in accordance with the Department of Ecology guidelines, and subject to review and approval by the Developments Services representative. 7. The applicant is responsible for any necessary private utility easements. Building 1. A building permit will be required for the construction of the structural slab. CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE APPLICATION NUMBER: LUA-04-130, ECF APPLICANT: Airgas-Nor Pac, Inc. PROJECT NAME: Airgas CO2 Storage & Rail Site DESCRIPTION OF PROPOSAL: The applicant (Airgas-Nor Pac, Inc.) is requesting Environmental (SEPA) Review, in order to construct two 100,000-pound (when full) liquid carbon dioxide storage tanks at their existing site at 950 Powell Avenue SW. The zoning designation is Industrial Medium (1M). The two above ground tanks are 56 ft 6 inches by 7 ft 6 inches in size and 8ft 8.5 inches high, 50-tons each. The area for the tank foundation pads, which is currently a gravel surface, is approximately 1,000 square feet. The proposed area of constuction will encompass approximately 5,400 square feet of impervious area to include the tank pads, process piping, rail off-load platform and compressor. The site does not contain any critical areas according to the City of Renton Critical Areas maps. The applicant proposes the hours of operation to be Monday through Friday, 7:00 am to 6:00 pm. LOCATION OF PROPOSAL: LEAD AGENCY: 950 Powell Avenue SW City of Renton Department of Planning/Building/Public Works Development Planning Section This Determination of Non-Significance is issued under WAC 197-11-340. Because other agencies of jurisdiction may be involved, the lead agency will not act on this proposal for fourteen (14) days. Appeals of the environmental determination must be filed in writing on or before 5:00 PM December 13, 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 OB. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. PUBLICATION DATE: DATE OF DECISION: SIGNATURES: NOVEMBER 29, 2004 NOVEMBER 23, 2004 -'TeeWeer;Flfe1lief ~ Renton Fire Department DATE I DATE iii!![:::!:::::!:::;:;::::::.'·,"'.·'.,.,',·::., ..... ·"." , ...... . To: . : :::;::::;~':::': ":.: :.:' ;:::: :.:" .:::~:::. ':.':::. . . : ,. ; ::'.' '. " .:. '.: :.»":' ::::::: "." :. :i.:·· ':::'< ... :.:.:~:=<:..::. i' .. ." .," . _. ','-, . -' .. :::., . .. .. :",::.. .: · .• ······'·.E'N'VI:RO~·'M·ENr,4.ll3:;R:E·V'I,E;W·· ..• dM;.MI·fj.·~.~,';::···.···"'·'··""···'····· . <~"\ ··.~:cC~!t!lllfl~~~\'· . Gregg Zimmerman, Planning/Building/Public Works Administrator Dennis Culp, Community Services Administrator Lee Wheeler, Fire Chief From: Jennifer Henning, Development Planning Agenda listed below. Stoneridge /I Short Plat (Fiala) LUA04-124, SHPL-H, ECF The applicant is requesting Environmental (SEPA) Review and Hearing Examiner Short Plat approval for a nine lot subdivision of a 3.6 acre site. The proposal is located within the Residential - 5 (R-5) zoning designation. The lots are intended for the eventual development of detached single family homes-lots ranging in size from 8,903 sq. ft. to 18,565 sq. ft. Access to the site is proposed via Mt. Baker Ave. NE and Nile Ave. NE. Street dedications are required. Two streams (one regulated) and two wetlands (one regulated Category 3) are located within the site and each would have the required 25 ft. buffer. Wildlife (black-tailed deer) and habitat areas are also noted. Airgas CO? Storage & Rail Site (Wei/) LUA04-130, ECF The applicant (Airgas-Nor Pac, Inc.) is requesting Environmental (SEPA) Review, in order to construct two 100,000- pound (when full) liquid carbon dioxide storage tanks at their existing site at 950 Powell Avenue SW. The zoning designation is Industrial Medium (1M). The two above ground tanks are 56 ft 6 inches by 7 ft 6 inches in size and 8ft 8.5 inches high, 50-tons each. The area for the tank foundation pads, which is currently a gravel surface, is approximately 1,000 square feet. The proposed area of constuction will encompass approximately 5,400 square feet of impervious area to include the tank pads, process piping, rail off-load platform and compressor. The site does not contain any critical areas according to the City of Renton Critical Areas maps. The applicant proposes the hours of operation to be Monday through Friday, 7:00 am to 6:00 pm. cc: K. Keolker-Wheeler, Mayor J. Covington, Chief Administrative Officer A. Pietsch, EDNSP Administrator ® B. Wolters, EDNSP Director ® J. Gray, Fire Prevention N. Watts, P/B/PW Development Services Director ® F. Kaufman, Hearing Examiner S. Engler, Fire Prevention ® J. Medzegian, Council S. Meyer, P/B/PW Transportation Systems Director R. Lind, Economic Development L. Warren, City Attorney ® STAFF REPORT A. BACKGROUND ERC MEETING DATE Project Name Applicant File Number Project Manager Project Description Project Location Exist. Bldg. Area gsf Site Area RECOMMENDA TlON Project Location Map City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL REVIEW COMMITTEE November 23, 2004 Airgas C02 Storage & Rail Site Airgas-Nor Pac, Inc. 3591 N. Columbia Blvd. Portland, OR 97217 LUA-04-130, ECF NancyWeil The applicant (Airgas-Nor Pac, Inc.) is requesting Environmental (SEPA) Review, in order to construct two 100,OOO-pound (when full) liquid carbon dioxide storage tanks at their existing site at 950 Powell Avenue SW. The zoning designation is Industrial Medium (1M). The two above ground tanks are 56 ft 6 inches by 7 ft 6 inches in size and 8ft 8.5 inches high, 50-tons each. The area for the tank foundation pads, which is currently a gravel surface, is approximately 1,000 square feet. The proposed area of constuction will encompass approximately 5,400 square feet of impervious area to include the tank pads, process piping, rail off-load platform and compressor. The site does not contain any critical areas according to the City of Renton Critical Areas maps. The applicant proposes the hours of operation to be Monday through Friday, 7:00 am to 6:00 pm. 950 Powell Avenue SW Approximately 11,000 gsf Proposed New Tank Area gsf 5,400 gsf 126,070 sq ft I 2.89 acres Total Building Area gsf Approximately 11,000 gsf Staff Recommend that the Environmental Review Committee issue a Determination of Non-Significance .. ERCRPT City of Renton PIBIPW Department Airgas C02 Storage & Rail Site REPORT AND DECISION OF NOVEMBER 23, 2004 B. RECOMMENDATION EI11 'nelltal Review Committee Staff Report LUA-04-130, ECF Page 2 oJ4 Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials make the following Environmental Determination: DETERMINA TION OF NON-SIGNIFICANCE XX Issue DNS with 14 day Appeal Period, Issue DNS with 15 day Comment Period with Concurrent 14 day Appeal Period. C. ENVIRONMENTAL INPACTS DETERMINA TlON OF NON -SIGNIFICANCE -MITIGA TED. Issue DNS-M with 14 day Appeal Period. Issue DNS-M with 15 day Comment Period with Concurrent 14 day Appeal Period. In compliance with RCW 43.21 C. 240, the following project environmental review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. 1. Earth Impacts: The project area is flat and currently covered with asphalt or gravel. The soil consists of sand and gravel and no critical areas are located on this site. Currently, the site is covered with impervious surfaces and has no ve~etation or trees located in the proposed construction area. Landscaping and lawn areas for the site exist along SW 10 h Street and Powell Street SW. The pad site for the tanks and loading platform are located in the far northeast corner of the parcel, adjacent to the Burlington Northern railroad line. The applicant proposes the removal of the existing asphalt/gavel in order to level the site for pouring of concrete for tank installations. The percentage of impervious surface is not proposed to change. No erosion is expected to occur due to the proposal. Therefore, no erosion control measures are proposed. Mitigation Measures: No further mitigation is recommended. Nexus: N/A 2. Air Impacts: The proposed use, storage of liquid carbon dioxide (C02), does not generally exhaust to the atmosphere. C02 is non-flammable and considered to be inert or to display no chemical activity. During construction, construction equipment exhaust and dust may be generated, which the applicant will control if necessary by watering the construction site. Mitigation Measures: No further mitigation is recommended. Nexus: N/A 3. Environmental Health Impacts: Airgas is a distributor of industrial, medical and specialty gases. The use is currently operating at the subject site, which is located in an Industrial zoned area. The two proposed 50-ton tanks would store carbon dioxide (C02) as a function of the gas filling plant operation. The tanks, TOMCO Systems Model 5075CA, will be placed in the northeastern corner of the fenced site along the existing railroad spur. The applicant will be required to obtain necessary state and local permits for the tank foundation pad, loading platform and associated equipment. Once ERCRPT.DOC City of Rentol! PIBIPW Departmellt Airgas C02 Storage & Rail Site EIlI 'nelltal Review Committee Staff Report LUA-04-130, ECF REPORT AND DECISION OF NOVEMBER 23, 2004 Page 3 I!/"4 constructed, vehicular trips generated by the proposed addition to the site will be during normal business hours of operation from 7:00 am to 6:00 pm. Mitigation Measures: No further mitigation is recommended. Nexus: N/A D. MITIGATION MEASURES No mitigations measures are recommended. E. COMMENTS OF REVIEWING DEPARTMENTS The proposal has been circulated to City Departmental/Divisional Reviewers for their review. Where applicable, these comments have been incorporated into the text of this report as Mitigation Measures and/or Notes to Applicant. --K..--Copies of all Review Comments are contained in the Official File. __ Copies of all Review Comments are attached to this report. Environmental Determination Appeal Process Appeals of the environmental determination must be filed in writing on or before 5:00 PM December 13, 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 OB. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Planning 1. RMC section 4-4-030.C.2Iimits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. 2. All debris and demolition materials must be removed from the site and properly disposed of in an approved off- site location. If underground tanks or hazardous materials are encountered during site preparation, the applicant must contact the City to discuss appropriate soils testing and disposal measures (e.g., Fire Department tank removal permits and verification soils are not contaminated). 3. Applicant is responsible for obtaining any additional applicable permits required from other agencies. 4. Should any archaeological deposits or human remains be encountered during project work, work shall immediately cease and the Washington State Office of Archaeology and Historic Preservation shall be notified. Fire Prevention 1. Permits are required from the fire department for the tank installations. Permit applications and guidelines can be obtained form the Fire Prevention Bureau office. 2. Tank and piping system contents shall be identified in accordance with UFC Standard 79-3. 3. The tanks and piping must be protected from physical damage using guard posts or other approved means. 4. The tanks must be located not less than 5 feet from property lines or buildings. The fire hydrants shown on the drawings must not be obstructed, and a minimum three-foot clearance must be maintained on all sides. Plan Review 1. The contractor shall call for utilities location before any excavation near the water line. The bollards around the tanks must not be closer than 5 feet from the water line. 2. If the project has any facilities that are proposed to be constructed that require sewer connection there is an existing 10" sanitary sewer main in Powell Ave. SW. 3. All required utility, drainage and street improvements will require separate plan submittals prepared according ERCRPT.DOC City of Renton PIBIPW Department Airgas C02 Storage & Rail Site REPORT AND DECISION OF NOVEMBER 23, 2004 to City of Renton drafting standards by a licensed Civil Engineer. Em 'Ilemal Review Committee Staff Report LUA-04-130, ECF Page 4 of4 4. Permit application must include an itemized cost of construction estimate for the utility improvements. The fee for review and inspection of these improvements is 5% of the first $100, 000 of the estimated cost; 4% of the next $100,000; and 3% of any additional cost. One-half of the fees are due upon permit application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. 5. All civil engineering plans shall be tied into a minimum of two of the City of Renton current Horizontal and Vertical Control network. 6. Erosion Control (if required) will be in accordance with the Department of Ecology guidelines, and subject to review and approval by the Developments Services representative. 7. The applicant is responsible for any necessary private utility easements. Building 1. A building permit will be required for the construction of the structural slab. ERCRPT.DOC 1'1IHJ.snONI N019NI1H'I ~;r I . N )UI'Id .~II.DIiIIlVIII ~AO"6"19 j, i JJ 1 ~ 'S :1t1~ S~WqH.L ~'----------~------~--~----------------------, N, , I ct" ~<t) w! I , , w """" : 1'0 N z I! ~ I ~ ..... I .... I . N 0" t-~ Z I W -'l~J.lIve ·r·~ : >lHVd l&J I' , ~~L-_~_V __ I_H_i_S_n_~ __ ~!I~-_~NaO~J.~9 __ ~~ _________ , .. "M'S --Oll ~, II :<n i ~ ~ " I-~.:..=: ~ (-='- \' ,I I' ,I \' ,I I_ 'I I_ Z I ... ~ 0 4: ~ <II :I; 0 ~ U) -I&J \\\ \\ \\ \\ \\ \\ \ \ .... -::: c bJ ~. : .(}1i --1·_·-I Nf/4H&R.rbo.D DETAiL fV1ftP~ (rrflVl C1~ S~ffi) [' ~ _f i , .ol '-i I WA~tHOust .;.t. A B;'''I ro, 4 CtJ. JI,oJ.I"/n " i I .; ~~j .. 1( .-. -, --_. ---It''~'---'----' ----.., J ~ )I @ ::::: <::. to ,~ l BARTELL!» COMPANY .... WAREHOUSE W.\Q£ HOUSE ./,." A. 4".,,~}# OJ WA n HOUSE w.,/t'/Jlu "'"11./ ... ,1". Inc. :tIJ; :::--::: \!. <:: t, t~'~;~""';·t~ :~ ':;; '.; D~ 8-211 ( B-2tz 7310100771 EXNI6,r .... "4,, BuRl/AlGT6/V ~RTNE~ I/V~. SpY" 7)-~k i/2!SHn' SEATTLE' MORTGAGE COMPANY <1;1- RENTON, WASH. St:rl/~,' ,"I(}()' ,a.", 12, l'l?? fo//~~nny .o/r., SI:A:w1.. /}'fInn. ---AIIL;-- I 1(~'8'~OJ8 , • F :'~J:"<I ." l~. , " : ~~ tf ~~ " "'· ... 01-· "'·°0 7,<--'0. '0,; ; I; I, Ii 11 i I II II : I I . I I""" I 0'1),,':':,', , Ii I I .; /' / Alrgas • Nor Pac, Renton A Portion of Sections 11 & 14, Township 22 North, Range 4 East, W.M. V1C1N1TT' MAP ."e'" // ~ \1";":<~ 0.0\ " ,-,\: =i'~'-,":'C"'~,',,,,.',,,,:~, '~ \,:. ,,', \ .:,-""',, '-", "-,,, , \~ .... ' V\ t % \' .A( ~~'~ City of Renton, Washington !I:;J " s'\:-... s> "~rl~l t '" if ~,~ r yowELL 5-11<..£..£1 SIlJ 5ZS' ':t" -·:~~·;~I":.·· ;i .. ~ "r., 8 (J -':,tl.. /) I N 61 FIt.4' PlJIW.JT / , (~~oo--st=) ...• ,' ;''t :~1i<,.t: .~;'~~. '';' ,--:\ _"I '..- '\ -T.~.~:-' '\ ;?fD!~ ! J ",'0":' .ii/-:'·:~ 4,' .,)', =-(j)~ GRAPHIC SCALE __ ~. 101 ... :-.... 2--': I (IN ruT) 1 Inch -40 fl i ~ I It 'I , iF; , -':"i:-.. <;:~:':\. e.m" ':'::AN ;~. ": -------~",,~ , ' " :' ........ ,,"'. (1) ·:~I .. ~,~;~~ mmslJ T ... COM ..... aSATTLB Z21.NIdI_ ....... JDO,T_W"~ ZlUIUID1& :=:.-...... 120,--. •• 101 ~ Tank FoundaUon lor Renton Facility ..... AlrglS -Nor Pac. Ina, ....... "'OI~I*""'" .. aI .... WA N101 .. /II,.. ....... IfOiUU.-0<U3 ............... Agency Review :, I' I I .1 '1I'J.hl IIII I~I ill I' 0 ! I 0 II. s i !-! . q!! !fi't I roc 1 1 • Ya h'l • 2i I II 11;1 II~~ II I, Ira Z!la u II 'IS I '" ' " :1; III .11' : I I: I, I f!.;1 II .. .II!!! 1.1 'I .11 • I I I IS· 10d lb· !if. ,0' j:; Gii III~I II Ii .. I ;;~~ 81 lUI ! '111;~'" jm! I ,1.1 .. I .. II; i ; ~ I '!'III', i, lilS .iil l ~ h 313 ,I! l 3 l II , :--\----- I 1\ ---)-__ _ f l!~ i Ie! i ~h!~ ~b hJ~5L:---, I J I i I I ! t=::::::::l iii : I I : : I \,. ___ 1. _______ ., I I 1.. ______ ~ ___ ., I I I I J I I I I I : : 1 : 0 : ! : I : I I.._~_~________ • ___ ~ .... I I I I I I I I I I I I I I I I I I I I I I I I I I , I I I I I I I I , I I I I I I I 1-I I. I I I I I I r .: :: ~ : I I I ~ I : :: § : I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~ ; .... 1 : I I I r---~ --------T-t---------t---., I I I I 0 1 ::::::::1:t::::::::: : : r I 1 'I ~ ! l ___ + --------t-t---------t---J 0 : '1 , J I I , / I I '-.. ~/ I t I i ---\ J I I ,\..... ,,/ 1 ~i '--" l I 0 Ii -j~ }.~ . ----------! ] z ~ o . I-. o IU II) L I-. U 111 II) L I I! I-. o IU II) L , .,.> co 1H(P) -s~,~ \ ZONING PIBIPW TBCllNlCAL SBIlVICBS 1lI04103 F2 .. 13 T23N R .... E E 112 1M co co - - - -Renton dit,-Umlt,j I 111M ! i ; ; II ! 1 , ! : ! i.i ................ _ .. _. __ .. , I ; I 1M ~ (f) Q) 1M :> < '"d c r::: 0 S cO P::: do I ""': CD L 200 MO G2 1:4800 ~JNING MAP BO K RESIDENTIAL ~ Resource Conservation a Residential 1 dulac ~ Residential 5 dulac §J Residential 8 dulac ( RHH l Residential Manufactured Homes \0-10 I Residential 10 dulac ,R.-14, Residential 14 dulac I RM-}' Residential Multi-Family fnrill !RM-Nl Residential Multi-Family Neighborhood Center IRK, I Residential Multi-Family Suburban Center MIXED USE CENTER ~ Center Neighborhood- ~ Center Suburban· ~C-Nll Urban Center -North ~ Urban Center -North 2 ~ Center DoWDtown· @ Center Office Residential COMMERCIAL ~ Commercial Arterial· ~ Commercial Office- ~ Convenience Commercial INDUSTRIAL ~ Industrial -Heavy o Industrial -Medium o Industrial -Light <P) Publicly owned ___ Renton Cit,. Limits ___ Adjacent Cit,. Limits _ Book Pages Boundary KROll PAGE IRH-T I Re~idential Multi-Family Tro.ditionai IRH-U I Residential Multi-Family Urban Center4' • May include Overlay Districts. See Appendi:r: maps. For additional regulations in Overlay Districts, please see RMe 4-3. PAGE# INDEX SECTrro~ ~. PROPERTY f VICES FEE REVIEW #2004 -{Q"3 .,!.I o PLAN: REVIEW ROUTING SLIP o JKI DEVELOPMENT APPLICATION REVIEW SHEET Ji( ENVIRONMENTAL CHECKLIST REVIEW SHEET 17 +-OTHER /11 /' . APPLICANT: _-,-,r La::":2""-!-A_~~~~-'-IT-'-'--':-':"""""';~~:"":"'=~=-""~~S;~( k, RECEIVED FROM 'fJa,rt04..{1H ~& JOB ADDRESS: (. WO# =tJ:333 (tlate) NATURE OF WORK: GREEN # o SPECIAL ASSESSMENTS AND CONNECTION APPLIED ~ SPECIAL ASSESSMENTS AND CONNECTION FEES ESTIMATED o NOT APPROVED FOR APPLICA nON OF FEES o VESI'ED 0 NOT VESTED -------- NEED MORE INFORMATION: 0 o SQUARE FOOTAGE 0 o FRONT FOOTAGE 0 LEGAL DESCRIPTION VICINITY MAP OTIlER o This fee review supersedes and cancels fee review # dated ----;:::;---=:c:-=::=~ 2 4 \. r;()... ..J.I.d. 0 PARENT PID# (subject to change)_ SUBJECT PROPERTY PIO# I ' G ~. r.ry;: \.' VI 0 King Co. Tax Acct# (new) ________ _ It is the intent of this development fee analysis to put the developer/owner on notice, that the fees quoted below may be applicable to the subject site upon development of the property. All quoted fees are potential charges that may be due and payable at the time the construction permit is issued to install the on-site and off-site improvements (i.e. underground utilities, street improvements, etc.) Triggering mechanisms for the SDC fees will be based on current City ordinances and determined by the applicable Utility Section. Please note that these fees are subject to change without notice. Final fees will be based on rates in effect at time' of Building Permit/Construction Permit application. The following quoted fees do NOT include inspection fees, side sewer permits, r/w permit fees or the cost of water meters. SPECIAL ASSESSMENT DISTRICT PARCEL METHOD OF ASSESSMENT ASSESSMENT DISTRICTS NO. NO. ASSESSMENT UNITS OR FEE Latecomer Agreement (Pyt) WATER Latecomer A~reement (pvt)WASTEWATER Latecomer Agreement (pvt)OTHER Special Assessment District/W ATER Special Assessment District/W ASTEW ATER Joint Use Agreement (METRO) Local Improvement District * Traffic Benefit Zones $75.00 PER TRIP, CALCULATED BY TRANSPORTATION FUTURE OBLIGATIONS SY~TEM DEVELOPMENT CHARGE -WATER # OF UNITS/ SDC FEE ~ Pd Prev. 0 Partially Pd (Ltd Exemption) 0 Never Pd SQ. FTG. 'Single family residential $1,525/unit x Mobile home dwelling unit $1220/unit in park Apartment, Condo $915/unit not in CD or COR zones x Commercial/Industrial, $0.213/sq. ft. of property (not less than $1525.00) X Boeing, by Special AgreemenUFootprint of Bldg plus 15 ft perimeter (2,800 GPM threshold) - SYSTEM DEVE~PMENT CHARGE -WASTEWATER o Pd Prev. Partially Pd (Ltd Exemption) 0 Never Pd Single family resbiential dwelling unit $900/unit x Mobile home dwelling unit $720/unit x Apartment, Condo $540/unit not in CD or COR zones x CommerciallIndustrial, $0.126/sq. ft. of property (not less than $900.00) X REDEVELOPMENT CREDIT: (New -Old Flow)/New Flow X Above Fees - SYSTEM DEVELOPMENT CHARGE -SURFACE~~R o Pd Prevo 0 Partially Pd (Ltd Exemption)! Never Pd Single family residential and mobile home dwelling unit $715/unit x All other properties $0.249/sq ft of new impervious area of property x 5\4¢~) it· ., (:(/J (not less than $715.00) I) 3-++, ~ ,"~' { I PRELIMINARY TOTAL $'!tl :SLI q I (r£, ~I' U h \rvl({1H~[tiC~ l \!CI/41 ) ( '< I\) ID 0 III 0 11 ~~naF~5 of Reviewmg AuthOrity { DA nl ..,. I * subject property is within an LID, it is developer's responsibility to check with the Finance Dept. for paid/un-paid status. 11 ~, ID **The square footage figures used are taken from the King County Assessor's map and are approximate only. <: .... ID 0~ >: EFFECTIVE January 1, 2004 ;:l 0 City of Renton Department of Planning / Building / Public I,tvorks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: COMMENTS DUE: NOVEMBER 9, 2004 APPLICATION NO: LUA04-130, ECF APPLICANT: Pat Merkel PROJECT MAN PROJECT TITLE: Air as C02 Stora e & Rail Site PLAN REVIEW: SITE AREA: 5,400 s uare feet LOCATION: 950 Powell Avenue SW SUMMARY OF PROPOSAL: Applicant (Airgas-Nor Pac, Inc.) is requesting Environmental (SEPA) Review, in order to construct two 100,OOO-pound liquid carbon dioxide storage tanks at their existing site at 950 Powell Avenue SW. The two above ground tanks are 56 ft 6 inches by 7 ft 6 inches in size and 8ft 8.5 inches high. The foundation pads, currently a gravel surface, for the tanks total approximately 1,000 square feet. The site does not contain any critical areas according to the City of Renton Critical Areas maps. 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 LighVGlare 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 B. POLICY-RELATED COMMENTS C. CODE-RELA TED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additiOn~nfTa~n i~:ded to properly assess this proposal. l:;f-l~ kl-1) -a L{ Signature of Director or Authorized Representative Date PROPERTY SEF ~ES FEE REVIEW #2004 -(Q '3 ~ DEVELOPMENT APPLICATION REVIEW SHEET 0 PLAN Illiv]EW ROUTING SLIP J( ENVIRONMENTAL CHECKLIST REVIEW SHEET 0 APPLICANf: -Pat ~t th,.kL,Q / Arqqs ('02 S,.~ f J1.l~1 J(K O;:C;IVED FROM lJrw04-/~& JOB ADDRESS: (16<"-;', .f'clU .ed-.L A1i±. C:;~ . won =t-f353 (tlate) NATURE OF WORK: urn5h<ili<£1 c sf'i:~e .:izJi1 f\$ GREEN # _____ _ o SPECIAL ASSESSMENTS AND C0NNECl10N ES APPLIED NEED MORE INFORMATION: 0 LEGAL DESCRIPTION cH-SPECIAL ASSESSMENTS AND CONNECTION FEES FSfIMATED 0 SQUARE FOOTAGE 0 VICINITY MAP o NOT APPROVED FOR APPLICATION OF FEES 0 FRONT FOOTAGE 0 OTHER o VES1ED 0 NOT VESlED o This fee review supersedes and cancels fee review' ____ dated __ --;::---=:-:-=== SUBJECT PROPERTY PID#_-,Z=' =....L1.....!4_(c=--:l~¢=""."-· --'1'¢~¢""":.....' ...... 1·-'1'0'-<----g ~c~ ~~:;j:~; changeL _______ _ It is the intent of this development fee analysis to put the developer/owner on notice, that the fees quoted below may be applicable to the subject site upon development of the property. All quoted fees are potential charges that may be due and payable at the time the construction permit is issued to install the on-site and off-site improvements (i.e. underground utilities, street improvements, etc.) Triggering mechanisms for the SOC fees will be based on current City ordinances and determined by the applicable Utility Section. Please note that these fees are subject to change without notice. Final fees will be based on rates in effect at time of Building Permit/Construction Permit application. The following quoted fees do NOT include inspection fees, side sewer permits, r/w permit fees or the cost of water meters. SPECIAL ASSESSMENT DISTRICT PARCEL METHOD OF ASSESSMENT ASSESSMENT DISTRICTS NO. NO. ASSESSMENT UNITS OR FEE Latecomer Agreement (pvt) WATER Latecomer Agreement (pvt)W ASTEW A TER Latecomer Agreement (pvt)OTHER Special Assessment DistrictIW A TER Special Assessment DistrictIW ASTEW A TER Joint Use Agreement (METRO) Local Improvement District * Traffic Benefit Zones $75.00 PER TRIP, CALCULATED BY TRANSPORTATION FUTURE OBLIGATIONS SY~M DEVELOPMENT CHARGE -WATER # OF UNITS/ SDC FEE 'Eii. Pd Prev. 0 Partially Pd (Ltd Exemption) 0 Never Pd SQ. FfG. 'Single family residential $1,52S/unit x Mobile home dwelling unit $1220/unit in park Apartment, Condo $91S/unit not in CD or COR zones x Commercial/Industrial, $0.213/sq. ft. of property (not less than $1525.00) x Boeing, by Special Agreement/Footprint of Bldg plus 15 ft perimeter (2,800 GPM 1hresboId) SYSTEM DEVE~PMENT CHARGE -WASTEWATER o Pd Prev. Partially Pd (Ltd Exemption) 0 Never Pd Single family resntential dwelling unit $900/unit x Mobile home dwellin~ unit $720/unit x Apartment, Condo $540/unit not in CD or COR zones x CommerciallIndustrial, $0.126/sq. ft. of property (not less than $900.00) X REDEVELOPMENT CREDIT: (New -Old Flow)lNew Flow X Above Fees - SYSTEM DEVELOPMENT CHARGE -SURFACE~~ o Pd Prev. 0 Partially Pd (Ltd Exemption)! Never Pd Sin~le family residential and mobile home dwelling unit $71S/unit x All other properties $O.249/sq ft of new impervious area of property x 5 \ 4¢r(J it I) 3++. (: (jJ (not less than $715.00) , ',t'~' I I PRELIMINARY TOTAL $'ftl :SL\(J, ~ : '., .i\ ~ i~l '~ . ('fa t~ (1 ,ret l \, / Cf / ;;id~ J ( '< I\J II> 0 III 0 s~na)ll~~ of Reviewing Authority l DA Tfl ! 11 ..,. I * subject property is within an LID, it is developer's responsibility to check with the Finance Dept. for paid/un-paid status. 11 ~\ II> **The square footage figures used are taken from the King County Assessor's map and are approximate only. < .... " II> ~~ '" EFFECTIVE Januar 1,2004 ;:J 0 y DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM November 5, 2004 NancyWeil Ameta Henninger X7298 AIRGAS C02 STORAGE & RAIL SITE APPLICATION LUA04-130 950 POWELL AVE SW I have completed my review on the Airgas C02 Storage & Rail application located in Section 24, Township 23N, Range 4 E and have the following comments. Existing • Water-Please note that there is an existing 8-inch water line along the north property line within a 15 foot-wide easement (water project W-569). The water line ends at the hydrant run which is about 8 feet away from the proposed tanks and support pads. • Sanitary--There is an existing sanitary sewer main in Powell Ave SW. • Storm--There are existing storm drainage facilities in Powell Ave SW and SW 10th St. • This project is not located in the Aquifer Protection Zone. REQUIREMENTS: WATER: • The contractor shall call for utilities locate before any excavation near the water line. The bollards around the tanks must not be closer than 5 feet from the water line. SANITARY SEWER: • If the project has any facilities that are proposed to be constructed that require sewer connection there is an existing 10" sanitary sewer main in Powell Ave SW. Airgas Co2 Storage Application 950 Powell Ave SW GENERAL: • All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. • All civil engineering plans shall be tied into a minimum of two of the City of Renton current Horizontal and Vertical Control network. • Permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,000 but less than $200,000, and 3% of anything over $200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. See Drafting Standards. cc: Kayren K. I:\Projects\AIRGASC02STORGF.doc\cor City of Remon Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: APPLICATION NO: LUA04-l30, ECF APPLICANT: Pat Merkel PROJECT TITLE: Air as C02 Stora e & Rail Site SITE AREA: 5,400 s uare feet LOCATION: 950 Powell Avenue SW COMMENTS DUE: NOVEMBER 9, 2004 DATE CIRCULATED: OCTOBER 26, 2oQFVELOPMENT SERVICES PROJECT MANAGER: Nanc Weil SUMMARY OF PROPOSAL: Applicant (Airgas-Nor Pac, Inc.) is requesting Environmental (SEPA) Review, in order to construct two 100,OOO-pound liquid carbon dioxide storage tanks at their existing site at 950 Powell Avenue SW. The two above ground tanks are 56 ft 6 inches by 7 ft 6 inches in size and 8ft 8.5 inches high. The foundation pads, currently a gravel surface, for the tanks total approximately 1,000 square feet. The site does not contain any critical areas according to the City of Renton Critical Areas maps. 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 Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources PreseNation Aitport Environment 10,000 Feet 14,000 Feet Tfv\F f:I ~U\ ~~ 10 ~S ! !?fUO\j B. POLICY-RELATED COMMENTS C. CODE-RELA TED COMMENTS We have reviewed this application with particular attention 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 CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM DATE: October 27,2004 TO: Nancy Weil, Senior Planner FROM: Corey Thomas, Plans Review Inspector SUBJECT: Comments for Airgas C02 Storage & Rail Site Code-Related Comments: 1. Permits are required from the fire department for the tank installations. Permit applications and guidelines can be obtained from the Fire Prevention Bureau office. 2. Tank and piping system contents shall be identified in accordance with UFC Standard 79-3. 3. The tanks and piping must be protected from physical damage using guard posts or other approved means. 4. The tanks must be located not less than 5 feet from property lines or buildings. The fire hydrant shown on the drawings must not be obstructed, and a minimum three-foot clearance must be maintained on all sides. City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: F,re COMMENTS DUE: NOVEMBER 9 2004 APPLICATION NO: LUA04-130, ECF DATE CIRCULATED: OCTO '~6,~~ rE n ~"i7 ~ r;::0 APPLICANT: Pat Merkel PROJECT MANAGER: Nanc '!\~I PROJECT TITLE: Airgas C02 Storage & Rail Site !I PLAN REVIEW: Arneta Henn fil e·l orr ,~ ?nnA I --'--"" SITE AREA: 5,400 square feet BUILDING AREA (gross): l,O( a squ re feet LOCATION: 950 Powell Avenue SW WORK ORDER NO: 77333 CITY OF RENTON ............. - I ,,_ U'-' t\ 1I1'1~::" I SUMMARY OF PROPOSAL: Applicant (Airgas-Nor Pac, Inc.) is requesting Environmental (SEP '\) Hevlew, In oraer to conSlrUCl lWO 100,OOO-pound liquid carbon dioxide storage tanks at their existing site at 950 Powell Avenue SW. The two above ground tanks are 56 ft 6 inches by 7 ft 6 inches in size and 8ft 8.5 inches high. The foundation pads, currently a gravel surface, for the tanks total approximately 1,000 square feet. The site does not contain any critical areas according to the City of Renton Critical Areas maps. 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 Land/Shoreline Use Utilities Animals Transportation Environmental Health Public SeNices Energy! Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to pro erly assess this proposal. /0/2-7 /0'-/ Date . I ' , City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Vo....r-k.s COMMENTS DUE: NOVEMBER 9, 2004 APPLICATION NO: LUA04-130, ECF DATE CIRCULATED: OCTOBER 26, 2004 APPLICANT: Pat Merkel PROJECT MANAGER: Nancy Wei I PROJECT TITLE: Aimas C02 StoraQe & Rail Site PLAN REVIEW: Arneta Henninger §fil" ~ i~' SITE AREA: 5,400 square feet BUILDING AREA Jgross): 1,000 square feet ,;I f ~, LOCATION: 950 Powell Avenue SW WORK ORDER NO: 77333 ffl:.?! ..;q '--= SUMMARY OF PROPOSAL: Applicant (Airgas-Nor Pac, Inc.) is requesting Environmental (SEPA) Review, in order~~onst~t twm 100,OOO-pound liquid carbon dioxide storage tanks at their existing site at 950 Powell Avenue SW. The two above j(p1Jnd tams ar,...., 56 ft 6 inches by 7 ft 6 inches in size and 8ft 8.5 inches high. The foundation pads, currently a gravel surface, f<§Ol') the tanks totc:fi.J approximately 1,000 square feet. The site does not contain any critical areas according to the City of Renton Critical Areas maps. 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/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS c. We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is n eded to properly assess this proposal. Date City of RenuJn Department of Planning / Building / Public IN" ..• S ENV.1RONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: COMMENTS DUE: NOVEMBER 9, 2004 APPLICATION NO: LUA04-130, ECF APPLICANT: Pat Merkel PROJECT TITLE: Air as C02 Stora e & Rail Site SITE AREA: 5,400 s uare feet LOCATION: 950 Powell Avenue SW SUMMARY OF PROPOSAL: Applicant (Airgas-Nor Pac, Inc.) is requesting Environmental (SEPA) Review, in order to construct two 100,000-pound liquid carbon dioxide storage tanks at their existing site at 950 Powell Avenue SW. The two above ground tanks are 56 ft 6 inches by 7 ft 6 inches in size and 8ft 8.5 inches high. The foundation pads, currently a gravel surface, for the tanks total approximately 1,000 square feet. The site does not contain any critical areas according to the City of Renton Critical Areas maps. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable Environment Minor Major Information Environment Minor Major Impacts Impacts Necessary Impacts Impacts Earth Housing 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 B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS ~~~;J-~~~ ~~~ More Information Necessary We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas wh re additional information is ne!ded to properly assess this proposal. , '. Date /" ,I' Agencies (Signature of Sender)';.~~ STATE OF WASHINGTON ) COUNTY OF KING ) SS ) See Attached .... , ... ,"""'\", _-~~'v,<~,~41C~\, .: ~ .... ~SSION ~": ~ ,~ ~ ~ ,.~~ '..1--0', "<' I, : :'0 ... \OTAl"> ~ ... "'" ~ : : () \.. ry Y (t1 ~ ~ ~ : ~.-a 00: ~ .." . . " I certify that I know or have satisfactory evidence that Stacy Tucker ~ ~\ ,oUBUC ./ ~ ; signed this instrument and acknowledged it to be his/her/their free and vol~~Y,.~JQ:ht~6'~~ and purposes mentioned in the instrument. \t O~'"",,-:;"\~0 ___ : ~__ III, WS ........... Dated: il/zqb':L -"P~~ " ",.- NOtarUblicnanci for the Sat Notary (Print): ______ ---IMAA~¥;;!l.lHYN~KA~Mdf.ICPJil-lE'*.F*F ~~....--_______ _ t,,;,! h'"PS:IHMENff)(FiRb (h~:J-Oi My appointment expires: Airgas C02 Storage & Rail Station LUA04-130, ECF template -affidavit of service by mailing Dept. of Ecology * Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 WSDOT Northwest Region" Attn: Ramin Pazooki King Area Dev. Serv., MS-240 PO Box 330310 Seattle, WA 98133-9710 US Army Corp. of Engineers" Seattle District Office Attn: SEPA Reviewer PO Box C-3755 Seattle, WA 98124 Jamey Taylor· Depart. of Natural Resources PO Box 47015 Olympia, WA 98504-7015 KC Dev. & Environmental Servo Attn: SEPA Section 900 Oakesdale Ave. SW Renton, WA 98055-1219 Metro Transit Senior Environmental Planner Gary Kriedt AGENCY (DOE) LETTER MAILING (ERe DETERMINATIONS) WDFW -Stewart Reinbold • Muckleshoot Indian Tribe Fisheries Dept. c/o Department of Ecology . 3190 160th Ave SE Attn. SEPA Reviewer Bellevue, WA 98008 39015 -172nd Avenue SE Auburn, WA 98092 Duwamish Tribal Office· Muckleshoot Cultural Resources Program 4717 W Marginal Way SW . Seattle, WA 98106-1514 Attn: Ms Melissa Calvert 39015172nd Avenue SE Auburn, WA 98092-9763 KC Wastewater Treatment Division * Office of Archaeology & Historic Environmental Planning Supervisor Preservation" Ms. Shirley Marroquin Attn: Stephanie Kramer 201 S. Jackson ST, MS KSC-NR-050 PO Box 48343 Seattle, WA 98104-3855 Olympia, WA 98504-8343 City of Newcastle City of Kent Attn: Mr. Micheal E. Nicholson Attn: Mr. Fred Satterstrom, AICP Director of Community Development Acting Community Dev. Director 13020 SE 72nd Place 220 Fourth Avenue South Newcastle, WA 98059 Kent, WA 98032-5895 Puget Sound Energy City of Tukwila Municipal Liason Manager Steve Lancaster, Responsible Official Joe Jainga 6300 Southcenter Blvd. 201 South Jackson Street KSC-TR~0431. PO Box 90868, MS: XRD-01 W Tukwila, WA 98188 Seattle, WA 98104-3856 Bellevue, WA 98009-0868 Seattle Public Utilities Real Estate Services Title Examiner 700 Fifth Avenue, Suite 4900 PO Box 34018 Seattle, WA 98124-4018 Note: If the Notice of Application states that it is an "Optional DNS", the marked agencies and cities will need to be sent a copy of the checklist, PMT's, and the notice of application .• Also note, do not mail Jamey Taylor any of the notices she gets hers from the web. Only send her the ERC Determination paperwork. "" tSlnplate -affidavit of service by mailing DATE: October 25, 2004 LAND USE NUMBER: LUA04·130, ECF PROJECT NAME: AirgBS CO2 Storage & Rail Site PROJECT DESCRIPTION: Applicant (Airgas·Nor Pac, Inc.) is requesting Environmental (SEPA) Review, in order to construcl two 100,OOO-pound liquid carbon dioxide storage tanks at their existing site at 950 Powell Avenue SW. The two above ground tanks are 56 ft 6 inches by 7 ft 6 inches in size and Bft 8.5 inches high. The foundation pads, currently a graver surface, for the tanks total approximately 1,000 square feel. The site does not contain any critical areas according to the City of Renton Critical Areas maps. PROJECT LOCATION: 950 Powell Avenue SW OPTIONAL DETERMINATION OF NON·SIGNIFICANCE (DNS): As the Lead Agency, the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore. as permJHed under the RCW 43.21C.l10, the City of Renton is using the OptIonal ONS process to give notice that a ONS is likely to be Issued. Comment periods for the project and the proposed ONS are integrated into a single comment period. There will be no comment period following the Issuance of the Threshold Determination of Non·Significance (DNS). A 14-day appeal period wID follow the issuance of the DNS. PERMIT APPLICATION DATE: October 15, 2004 NOTICE OF COMPLETE APPLICATION: October 25. 2004 APPUCANT/PROJECT CONTACT PERSON: Pat Merkel; Tel: (425) 50S.1403. Email: pat.merkeIOalrgas.com PennflllRevJew Requested: Other Permits which may be required: Requested Studies: Location where application may be reviewed: Environmental (SEPA) Review Building and Fire Permits Environmental Checklist Plannlng/BulldinglPublic Works Department, Development Services Division, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98055 Comments on the above application must be submlHed in writing to Nancy Weil, ASSOCiate Planner, Development Services Division, 1055 South Grady Way. Renton, WA 98055, by 5:00 PM on November 9, 2004. If you have questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact Ihe Project Manager. Anyone who submits wrinen comments will automatically become a party ot record and will be notified of any decision on this project. ~N\.R!LYN Kt\MGHEFF \'/!Y ,~.2Hj\NTMENT EXPiiiES 8-29-D7 CONTACT PERSON: Nancy Well, Associate Planner; Tel: (425) 430-7270 " ;'rl,-\~p~LEAS~~E~IN~C~L~U~D~E~TH~E~P~R~O~J~E~C~T~N~U~M~B~E~R~W~H~E~N~C~A-L'!"LI~N~G~F~O~R~PR~O~P~E~R~FI~L~E-ID~E~N~T~IF~IC""A-n~O-N- CD IHCP) CD t CD~====~~==~~C~D If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, Development Planning, 1055 So. Grady Way, Renton, WA 98055. File No.lName: LUA04·130, ECF f Airgas C02 Storage & Rail Site NAME: MAILING ADDRESS: ________________________ _ TELEPHONE NO.: ________ _ NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS) DATE: October 25, 2004 LAND USE NUMBER: LUA04-130, ECF PROJECT NAME: Airgas CO2 Storage & Rail Site PROJECT DESCRIPTION: Applicant (Airgas-Nor Pac, Inc.) is requesting Environmental (SEPA) Review, in order to construct two 100,000-pound liquid carbon dioxide storage tanks at their existing site at 950 Powell Avenue SW. The two above ground tanks are 56 ft 6 inches by 7 ft 6 inches in size and 8ft 8.5 inches high. The foundation pads. currently a gravel surface, for the tanks total approximately 1,000 square feet. The site does not contain any critical areas according to the City of Renton Critical Areas maps. PROJECT LOCATION: 950 Powell Avenue SW OPTIONAL DETERMINATION OF NON-SIGNIFICANCE (DNS): As the Lead Agency, the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21 C.11 0, the City of Renton is using the Optional DNS process to give notice that a DNS is likely to be issued. Comment periods for the project and the proposed DNS are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non-Significance (DNS). A 14-day appeal period will follow the issuance of the DNS. PERMIT APPLICATION DATE: October 15, 2004 NOTICE OF COMPLETE APPLICATION: October 25, 2004 APPLICANTIPROJECT CONTACT PERSON: Pat Merkel; Tel: (425) 508-1403, Email: palmerkel@airgas.com PermltslRevlew Requested: Other Permits which may be required: Requested Studies: Location where application may be reviewed: Environmental (SEPA) Review Building and Fire Permits Environmental Checklist Planning/Building/Public Works Department, Development Services Division, Sixth Floor Renton City HaU, 1055 South Grady Way, Renton, WA 98055 Comments on the above application must be submitted in writing to Nancy Weil, Associate Planner, Development Services Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on November 9,2004. If you have questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact the Project Manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON· Nancy Weil, Associate Planner; Tel: (4~ 30-7270 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I co IH(P) 1M iO= CI) Q) 1M ~ "0 C ~ 0 ,-----------J ro 0:: CD o CO If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, Development Planning, 1055 So. Grady Way, Renton, WA 98055. File NoJName: LUA04-130, ECF I Airgas C02 Storage & Rail Site NAME: MAILING ADDRESS: _________________________ _ TELEPHONE NO.: ________ _ CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 25th day of October, 2004, I deposited in the mails of the United States, a sealed envelope containing Acceptance Letter documents. This information was sent to: Pat Merkel Airgas -Nor Pac, Inc. (Signalure of Sender);.~ ~ STATE OF WASHINGTON COUNTY OF KING ) SS ) Contact Owner """"""\" >..... " It' .II '" •• ~'«t 'V'1A~ "I _-~~ •......• 'VIC II ff ~Y"". .. ~\SSIOfv"~ .... ~\ ,. •. ~ +.0 •• ~ ~ ! ':8 ~OTA-9 ~"'"'1\ ~ ... Y rn· .. ~ : ....... (f): ~ , • /:> • II ~ ~ ~. USL\C .: ; I certify that I know or have satisfactory evidence that Stacy Tucker \ "Y,A •••••• 6'. "1 •• /o~ f signed this instrument and acknowledged it to be his/her/their free and vOluntch(~f&-.~~,¥and purposes mentioned in the instrument. 1111 \\,"", AS~, ......... ~'" ~,'\.,"'''' Dated: 1/ IVJ I () «-f Notary (Print): _____ ....IlM~J);,:::.p.u...!!)fI\.z..llU1 Kl,I:;AW/,Mu....r.!I:OI'-'E;;l:FFj:...... ___________ _ My appointment expires: WN APPOINTMENT EXPIRES 6-29-07 Airgas C02 Storage & Rail Station LUA04-130, ECF ... u~re " , MIL' - ,CITY'~FRENTON PlamUng,tBuildfuglPublicWorksDepartment' ,Gregg Zimmerinan P.E., Administrato!" " , K3~yKeolker-Wheeler.Mayor . October 25,2004 ' Pat Merkel . Airgas -Nor Pac, Inc. ,11024 4th AvenlJeNE" ' M~rysville, W A 98271 ~8322 " , Subject: ' AirgasC02 Storage & Rail Site LUA-04'';130, ECF Dea.r Mr. Merkel: The Development Plannihg Section of theCityof;Reri'tO,nhas determined that the subject applicati,on is Comprete(according to' subrnittalrequirements and, therefore, is ' accepted for review. . ' . ' ' ",. '\ It ,is" tentativeiy scheduled for: consid~ratiOr;(hy th~'.E;rlVi ronmentcil Review Gommittee' on' " NOVember 23; 2004. ' Prior ~o th~tr~V!~WjYOLJwW.J)e:~notiffed if a~yaqditional information , is required tocontinuep'roc~ssihgy'ouraP8Iid:iti~n~' ,,' ,:i ;:";: ,.' '" " " . Please contact meat (42?)439/7270ifYOLJ hav~any questions .• ', Sincerely, Nancy Wei I 'Associc:lte, Planner , cc; Airgas Nor Pac, :Inc. j.Owner ~ --------~---lO-5-5-S-ou-ili~G-ra-d~y-W~ay---R-e-n-to-n-,W-a-s-hl~·n-gt-o-n-9-80-5-5----~------Fl~ ~1r()~ * This paper contains 50% recycled material. 30% post consumer AHEAD OF THE CURVE , . . -.' ,~, _ .... , . , City of Renton \)O\{-o'c LAND USE PERMIT"to, 'OEVELOPMENTPLANNING ',' CITY OF RENTON MASTER APPLICATION OCl '5,200" PROPERTY OWNER(S) -,. TELEPHONE NUMBER: APPLICANT (if other than owner) NAME: COMPANY (if applicable): ADDRESS: CITY: ZIP: TELEPHONE NUMBER CONTACT PERSON NAME: CITY: .;_.-• t ; ~ .. ' .~ TELEPHONE NUMBER)XND E-MAIL ADDRESS: ' *:z..s-S oS -1'+-03 .~ -, -~-Q:\WEB\PW\DEVSERV\Fonns\Planning\masterapp,doc08I29/03 .... '''I.' RECElVt.U PROJECT INFORMATION PROJECT OR DEVELOPMENT NAME: \ "'.' '.' ~~~~l~~~~~ ~,-'..51 ".' .. PROJECT/ADDRESS(S)JLOCATION AND ZIP CODE: 950 ~~lJ Ave,nve S. VI ~JWA. q(JIOSS KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): 2141b 1000 J ,<a ... EXISTING LAND USE(~): ftA & l ,pI av~+ : 0~~S.,~ .. ,'., " ,.,1 ..... : .. u·,·.··"··' ••. ·., PROPOSED LAND USE(S): N/A EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ,f::AV PROPOSED COMPREHENSI~ PLAN MAP DESIGNATION (if applicable): N A . EXISTING ZONINJ3-.:.,," ~/. :\~j1 .. -! • ~ ... ~. ';' .... ',. PROPOSED ZONING (if apPlicable); ", N / A - SITE AREA (in square r~t): \ 5,.400; . \ ". .: ~ ~ .. ~ ":' :.)fr.~'<> , _~ SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED " FOR SUBDIVISIONS OR PRIVATE STREETS SERVING THREE LOTS OR MORE (if applicable): AI-A-· . PROPOSED RESIDENTIAL DENSITY U.,; UNITS PER NET ACRE (ifapplicable):""-"" N-&...,·' " . , NUMBER OF PROPOSED LOTS (if applicable): I NUMBER OF NEW DWELLING UNITS (if applicable): 4+ . , ~ _______________ P_~_j_J_E_C_T_I_N_F_O~RMAT~I_O_N_(~lc_o_n_t. ____ ~e_d~ll~ ____________ ~ 4 pO/POD NUMBER OF EXISTING D~LL!NG UNITS (if applicable): SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): N- SQUARE.FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO R'EMAIN (if applicable): IV- SQUAREiFOOTAGE OF PROPOSED NON·RESIDENTIAL BUILDI~~~(if_applicable): AI.... # SQUARE 'FOOTAGE;OF'EXISTING NON·RESIDENTIAL BUILDINGS TO REMAIN (if applicable): 10 ~ NET FLOOR AREA OF NON·RESIDENTIAL BUILDINGS (if applicable): NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if ~ppli~ble): ' , • • ..' . , PROJECT VALUE: IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): ® Q AQUIFER PROTECTION AREA ONE NO Q AQUIFER PROTECTION AREA TWO Q FLOOD HAZARD AREA Q GEOLOGIC HAZARD Q HABITAT CONSERVATION Q SHORELINE STREAMS AND LAKES Q WETLANDS .' • , & ___ sq.ft. ___ sq.fl ___ SQ.ft. ___ sq.ft. -:--_-:--sq. ft. LEGAL DESCRIPTION OF PROP.I=RTI _ ;. . . , . ".t. •• (Attach legal description on separ~~e sheet with the following information included) SITUATE IN THE 'N'E:.;' ,-,:' QUA,RTER OF ,SECTION?!t: TOWNSHIPZJ, RANGE4,.IN THE; CITY ',' .' OF RENTON, KING COUNTY, WASHINGTON: Eo.'rIIV\~· ~u~-tv-l<ltl :Y&\\o-\<.~J LD+ -VL.ess ~ '. , ., 1"o.t0"""""'''' '}o3'=:..c.:. • . ' TYPE OF APPLICATION & FEES .,.-. ' < . . ' ,-, , , List alrland use applications being applied for: c 1. e~~Iy~C~d'l..\S-t ~O: .. 3. 2. 4. , Staff will calculate applicable fees and postage: $ AFFIDAVIT OF OWNERSHIP I, (Print Name/s) PQ.+1" Jc.~ M&~l . dedare 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 bes}r m~ knowledge Jnd belie7f ~ I "",""lhat I kn ..... have satisfactoy_.... .-frlck /t/1er /r:.e . ~ ~'~ tJ signed this instrument and acknowledged it to be hislherltheir free and voluntary act for the v-I uses and purposes mentioned in the instrument , . . ! .. = -:., 1.. ~:...., ~ ~~ .... ,.;.~. l. •••• ;:( .... :--., (Signature of Owner/Representative) (Signature of OwnerlRepresentative) Q:\WEB\PW\DEVSERV\Fonns\Planning\D1asterapp.doc08I29/03 ," ~ ;. Notary (Print)_J---:-;CI_' A-,fl":-·_'~_:;..:...·;!tz_:,,.L.:.' '...oJ; l,--,Il~:~:...:·I,-:' ___ "'-" .I1t1P 11 t V-e Ofd 1/ "'-"Sl:S$5.'S$» My appointment eXPires:~/.,-;r..,..._--"-,_I)_-_O_6-,-, -,' '.;-' _"..-.,- ¥ 4 ' . .. ~ ~,. " .. .. . ' . LIST OF SURROUNDING llEv~tft~:; ~/Na PROPERTY OWNERS . OCT 152G ~ RECEIVJ::, WITHIN 3OO-FEET OF THE SUBJECT srre City of Renton Development Services Division 1055 South Grady Way. Renton. WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 -.. PROJECT NAME: A';IQS CO~Bv/1;. ~ '{ RaiLSlk APPLICATION NO:,_...;O~4.:--...;'~--.,;:;.. _________________ _ The foUowing Is a list of property owners within 300 feet of the subject site. The Development Services Division wDl notify these individuals of the proposed development NAME ADDRESS Q:\WE8\PW\DEVSERV\Forms\PJmming\owners.doc08I29/03 ASSESSOR'S PARCEL NUMBER NAME (Attach additional sheets, if necessary) ADDRESS " '. Applicant Certification ASSESSOR'S PARCEL NUMBER I, ~ ~l c..lr: Mcle \c.e I , hereby certify that the above list(s) of adjacent property ~.. ~their~) dress ob . • ~'~~ ••••••• ~ ad eswere tainedfrom: FI)'s"'A~~IC'"QkTri-lc. I ~ ... \tiM. E';~ •• ~~, Title Company Records ""'.:s\t~Q~ c..c Co. i~f TA~~"''' KingCountyAss~rsRecordS JQb"S-·'4"'j1~ !*: ... :: · ~~ TA'~tdll,.wA-. q~ :·0 .tl". ". .. A ,/ ()lJ-po, A., I:::.S7t:1 -:.~.~ ReO!;) L../ Date la· r-~ Z.1l7-... ., -~ -, V~ ... ~~.~~: .. ~~, (Applicant) ~" 'F w"s,,\'!."~ .. ''''If'~ .. NOTARY ATTESTED: Su and sworn before me, a Ngublic, in ancj ~for ~e/~ of Washington, residing at UP &4-on the day of CDt'(fQutr: .20.11f/ ~ed,~~~~~~~~~~ ________ __ ~T: Subscribed and sworn before me, a ~tary Public, in and for the State of Washington residing aaAtkn on the CJq ~ of '"=Z2 0 V .20~ "' ed 2 METROS CAN PROPERTY PROFILE Parcel ID :214610 0010 Bldg :2 Owner CoOwner Site Addr Mail Addr Sale Date :Airgas-norpac Inc :950 Powell Ave SW Renton 98055 :3591 N Columbia Blvd Portland Or 97217 :05/15/2002 Doc# :2442 SalePrice :$1,660,000 Loan Amt Deed :Special Warranty Type Use Code Zoning Prop Desc Legal :195 IND,WAREHOUSE :IM :Air Products & Chemicals :LOT 1 EARLINGTON INDUSTRIAL PARK # :2 LESS N 1036.60 FT Total :$1,005,700 Land :$882,400 Struct :$123,300 %Imprvd :12 Levy Cd :2110 2004 Tax :$11,664.52 Phone Vol :88 Pg :80 MapGrid :656 A4 NbrhdCd :070010 --CENSUS Tract :262.00 Block :1 QSTR :NE 24 23N PROPBRTY CHARACTBRISTICS :1 1st Floor SF 2nd Floor SF Half Floor SF AboveGrnd SF Bsmnt Finished Bsmnt Total SF Building SqFt :2,000 DeckSqFt Garage Type Attached GrgSF Year Built :1980 Eff Year :1982 Bldg MatI :Masonry Bldg Cond Bldg Grade :Avg Interior Insulation HeatSource Heat Type :No Air Method 04E Bedrooms Bath Full Bath 3/4 Bath 1/2 Fireplace Laundry Porch Deck Stories Units Nuisance Easements DesignType Bsmnt ParkingSF Basement Type Basement Grade Wtr Source :Water District Sewer Type : Public St Access Beach Acc WtrFront WtrFntLoc WtrFrntFT OWNERS LAND INFORMATION : Public Lot SqFt :126,070 Lot Acres :2.89 Lot Shape : Corner Lot Tde/Uplnd TopoProbd Purpose OTHER INFORMATION St Surface Elevator Sprinklers Golf Adj : Paved :No :No Soundproof Storage Security TRANSFER HISTORY DATE IDOC # PRICE DEED LOAN :Tomlinson Michael Information compiled from various sources. Real Estate Solutions malres no representations or warranties as to the accuracy or completeness of information contained in this report. TYPE ., . '( ~ , ' # 1·' Owner Site Mail Use Lgl Bedrm: # 2 Owner Site Mail Use Lgl Bedrm: # 3 Owner Site Mail Use , Lgl Bedrm: # 4 Owner Site Mail Use Lgl Bedrm: # 5 Owner Site Mail Use Lgl Bedrm: # 6 Owner Site Mail Use Lgl Bedrm: # 7 Owner Site Mail Use Lgl Bedrm: # 8 Owner Site Mail Use Lgl Bedrm: # 9 Owner Site Mail Use Lgl Bedrm: . , *-------------------MetroScan / King :Airgas-norpac Inc :950 Powell Ave SW Renton 98055 :3591 N Columbia Blvd Portland Or 97217 :195 Ind,Warehouse :LOT 1 EARLINGTON INDUSTRIAL PARK # Bth F3H: / / Stories:1 BldgSF:8,920 *---------------------: MetroScan / King :Airgas-norpac Inc :950 Powell Ave SW Renton 98055 :3591 N Columbia Blvd Portland Or 97217 :195 Ind,Warehouse : LOT 1 EARLINGTON INDUSTRIAL PARK # Bth F3H: / / Stories:1 BldgSF:2,OOO *---------------------: MetroScan / King :Tokusui Corporation Of America Inc :900 Powell Ave SW Renton 98055 :900 Powell Ave SW Renton Wa 98055 :195 Ind,Warehouse : LOT 1 EARLINGTON INDUSTRIAL PARK # Bth F3H: / / Stories:1 BldgSF:78,860 *---------------------: MetroScan / King :Billings Dev :700 Powell Ave SW Renton 98055 :700 Powell Ave SW Renton Wa 98055 :195 Ind,Warehouse :LOT 1 EARLINGTON INDUSTRIAL PARK # Bth F3H: / / Stories:1 BldgSF:90,500 *---------------------: MetroScan / King :Bnsf Rwy Co :901 7th St SE Auburn 98002 :PO Box 961089 Fort Worth Tx 76161 :332 Misc,Right-of-way,Utility :LOT 1-2 EARLINGTON INDUSTRIAL PARK Bth F3H: / / Stories: BldgSF: *---------------------: MetroScan / King :Recreational Equipment Inc :813 Thomas Ave SW Renton 98055 :PO Box 1938 Sumner Wa 98390 :195 Ind,Warehouse :LOT 3 EARLINGTON INDUSTRIAL PARK # Bth F3H: / / Stories:1 BldgSF:34,560 *---------------------: MetroScan / King :A M B Partners II :933 Thomas Ave SW Renton 98055 :3131 S Vaughn Way #301 Aurora Co 80014 :195 Ind,Warehouse :LOT 3 EARLINGTON INDUSTRIAL PARK # Bth ~3H: / / Stories:1 BldgSF:115,900 *---------------------: MetroScan / King :Agbar Technologies Inc :805 SW 10th St Renton 98055 :444 N Michigan Ave #1110 Chicago 11 60611 :216 Ind,Service Bldg :STR 242304 TAXLOT 25 LOT 1 OF CITY Bth F3H: / / Stories:1 BldgSF:4,196 *---------------------: MetroScan / King :Grady Way II Llc :901 10th St NE Auburn 98002 :PO Box 27069 Seattle Wa 98165 :161 Pub,Automotive,Retail :STR 242304 TAXLOT 99 LOT 1 OF CITY Bth F3H: / / Stories:1 BldgSF:1,904 -------------------------* Parc~ J :214610 0010 07 Sale Date : 05/15/2002 Sale Price :$1,660,000 Asd.V :$1,005,700 Q:NE S:24 T:23N R:04E Ac:2.89 YB:1980 Ph: :-------------------------------* Parcel # :214610 0010 07 Sale Date : 05/15/2002 Sale Price :$1,660,000 Asd.V :$1,005,700 Q:NE S:24 T:23N R:04E Ac:2.89 YB:1980 Ph: :-------------------------------* Parcel # :214610 0012 05 Sale Date : 11/23/1999 Sale Price :$3,680,000 Asd.V :$3,852,200 Q:NE S:24 T:23N R:04E Ac:2.84 YB:1977 Ph: :-------------------------------* Parcel # :214610 0015 02 Sale Date :03/31/2003 Sale Price :$2,485,000 Asd.V :$3,038,000 Q:NE S:24 T:23N R:04E Ac:3.19 YB:1969 Ph: :-------------------------------* Parcel # Sale Date Sale Price Asd.V Q:NE S:24 Ac:1.73 YB: :214610 0020 T:23N R:04E Ph: 05 :-------------------------------* Parcel # :214610 0030 03 Sale Date : 10/28/1994 Sale Price :$1,215,000 Full Asd.V :$1,323,600 Q:NE S:24 T:23N R:04E Ac:1.29 YB:1974 ph: :-------------------------------* Parcel # :214610 0033 00 Sale Date : 02/15/2001 Sale Price :$5,270,000 Asd.V :$5,134,600 Q:NE S:24 T:23N R:04E Ac:4.31 YB:1974 ph: :-------------------------------* Parcel # :242304 9025 03 Sale Date : 02/07/2002 Sale Price :$900,000 Asd.V :$550,600 Q:NE S:24 T:23N R:04E Ac:1.00 YB:1982 Ph: :-------------------------------* Parcel # :242304 9099 04 Sale Date : 11/03/1998 Sale Price :$270,000 Full Asd.V :$365,700 Q:NE S:24 T:23N R:04E Ac:.82 YB:2001 Ph: Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. # ro Owner Site Mail Use LgI Bedrm: # 11 Owner Site Mail Use LgI Bedrm: # 12 Owner Site Mail Use LgI Bedrm: # 13 Owner Site Mail Use LgI Bedrm: # 14 Owner Site Mail Use LgI Bedrm: # 15 Owner Site MaiL Use LgI Bedrm: # 16 Owner Site Mail Use LgI Bedrm: # 17 Owner Site Mail Use LgI Bedrm: # 18 Owner Site Mail Use LgI Bedrm: *-------------------MetroScan / King :Grady Way I Llc :1110 SW Grady Way Renton 98055 :PO Box 27069 Seattle Wa 98165 :106 Off,Office Building :STR 242304 TAXLOT 110 A STRIP OF Bth F3H: / / Stories:1 BldgSF:5,520 *---------------------: MetroScan / King :Grady Way II Inc :920 S Grady Way Renton 98055 :PO Box 27069 Seattle Wa 98165 :161 Pub,Automotive,Retail :STR 242304 TAXLOT 113 LOT 2 OF Bth F3H: / / Stories:1 BldgSF:1,904 *---------------------: MetroScan / King :Renton Investments Llc :811 SW Grady Way Renton 98055 :PO Box 478 Salt Lake City Ut 84110 :195 Ind,Warehouse :BLK 38-39 LOT ALL HILLMANS Bth F3H: / / Stories:1 BldgSF:44,OOO *---------------------: MetroScan / King :Shepherd Investing Inc :919 SW Grady Way Renton 98055 :PO Box 52868 Bellevue Wa 98015 :106 Off,Office Building :BLK 40-41 LOT ALL HILLMANS Bth F3H: / / Stories:2 BldgSF:94,790 *---------------------: MetroScan / King :Shepherd Investing Inc :919 SW Grady Way Renton 98055 :PO Box 52868 Bellevue Wa 98015 :106 Off,Office Building :BLK 40-41 LOT ALL HILLMANS Bth F3H: / / Stories:2 BldgSF:27,920 *---------------------: MetroScan / King :Laughlin Llci+ :850 SW 7th St Renton 98055 :1110 N 175th St #220 Shoreline Wa 98133 :195 Ind,Warehouse :LOT 1 WASHINGTON TECHNICAL CENTER Bth F3H: / / Stories:1 BldgSF:37,583 *---------------------: MetroScan / King :University Street Properties V Llc :1217 SW 7th St Renton 98055 :1301 5th Ave #3500 Seattle Wa 98101 :106 Off,Office Building :LOT 7 WASHINGTON TECHNICAL CENTER Bth F3H: / / Stories:1 BldgSF:12,OOO *---------------------: MetroScan / King :University Street properties V Llc :1217 SW 7th St Renton 98055 :1301 5th Ave #3500 Seattle Wa 98101 :106 Off,Office Building :LOT 7 WASHINGTON TECHNICAL CENTER Bth F3H: / / Stories:2 BldgSF:38,918 *---------------------: MetroScan / King :University Street Properties V Llc :1217 SW 7th St Renton 98055 :1301 5th Ave #3500 Seattle Wa 98101 :106 Off,Office Building :LOT 7 WASHINGTON TECHNICAL CENTER Bth F3H: / / Stories:1 BldgSF:10,OOO -------------------------* Parct. # Sale Date Sale Price :242304 9110 :01/19/2000 Asd.V :$705,300 Q:NE S:24 T:23N R:04E Ac:1.27 YB:2000 Ph: 09 :-------------------------------* Parcel # :242304 9113 06 Sale Date :07/15/1998 Sale Price :$107,000 Full Asd.V :$438,500 Q:NE S:24 T:23N R:04E Ac:1.06 YB:2001 Ph: :-------------------------------* Parcel # :334040 6625 07 Sale Date :05/09/2002 Sale Price :$4,415,000 Asd.V :$3,024,100 Q:NE S:24 T:23N R:04E Ac:4.63 YB:1975 Ph: :-------------------------------* Parcel # :334040 7100 09 Sale Date : 08/28/2001 Sale Price Asd.V :$14,287,200 Q:NE S:24 T:23N R:04E Ac:7.09 YB:1980 Ph: :-------------------------------* Parcel # Sale Date Sale Price :334040 7100 :08/28/2001 Asd.V :$14,287,200 Q:NE S:24 T:23N R:04E Ac:7.09 YB:1983 Ph: 09 :-------------------------------* Parcel # :918800 0010 03 Sale Date :01/17/2002 Sale Price :$4,300,000 Asd.V :$3,633,300 Q:SE S:13 T:23N R:04E Ac:2.88 YB:1998 Ph: :-------------------------------* Parcel # :918800 0070 00 Sale Date :01/28/2000 Sale Price :$13,545,000 Full Asd.V :$6,348,200 Q:NE S:24 T:23N R:04E Ac:3.96 YB:1986 Ph: :-------------------------------* Parcel # :918800 0070 00 Sale Date : 01/28/2000 Sale Price :$13,545,000 Full Asd.V :$6,348,200 Q:NE S:24 T:23N R:04E Ac:3.96 YB:1987 Ph: :-------------------------------* Parcel # :918800 0070 Sale Date : 01/28/2000 Sale Price :$13,545,000 Asd.V :$6,348,200 Q:NE S:24 T:23N R:04E Ac:3.96 YB:1986 Ph: 00 Full Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. # l~ *-------------------MetroScan / King Owner :University Street Prof ~ies vi Llc Site :711 Powell Ave SW Renton 98055 Mail :711 Powell Ave SW Renton Wa 98055 Use :106 Off,Office Building LgI :LOT 8 WASHINGTON TECHNICAL CENTER Bedrm: Bth F3H: / / Stories:1 BldgSF:16,688 # 20 *---------------~-----: MetroScan / King Owner :University Street Properties vi Llc Site :711 Powell Ave SW Renton 98055 Mail :711 Powell Ave SW Renton Wa 98055 Use :106 Off,Office Building LgI :LOT 8 WASHINGTON TECHNICAL CENTER Bedrm: Bth F3H: / / Stories:1 BldgSF:9,600 # 21 *---------------------: MetroScan / King Owner :University Street Properties vi Llc Site :711 Powell Ave SW Renton 98055 Mail :711 Powell Ave SW Renton Wa 98055 Use :106 Off,Office Building LgI :LOT 8 WASHINGTON TECHNICAL CENTER Bedrm: Bth F3H: / / Stories:1 BldgSF:10,800 # 22 *---------------------: MetroScan / King Owner :University Street properties V LIe Site :901 Powell Ave SW Renton 98055 Mail :1301 5th Ave #3500 Seattle Wa 98101 Use :106 Off,Office Building LgI :LOT 9-10 & B WASHINGTON TECHNICAL Bedrm: Bth F3H: / / Stories:1 BldgSF:21,200 # 23 *---------------------: MetroScan / King Owner :University Street Properties V LIe Site :901 Powell Ave SW Renton 98055 Mail :1301 5th Ave #3500 Seattle Wa 98101 Use :106 Off,Office Building LgI :LOT 9-10 & B WASHINGTON TECHNICAL Bedrm: Bth F3H: / / Stories:2 BldgSF:26,400 # 24 *---------------------: MetroScan / King Owner :University Street Properties V Llc Site :901 Powell Ave SW Renton 98055 Mail :1301 5th Ave #3500 Seattle Wa 98101 Use :106 Off,Office Building LgI :LOT 9-10 & B WASHINGTON TECHNICAL Bedrmi Bth F3H: / / Stories:1 BldgSF:10,OOO # 25 *---------------------: MetroScan / King Owner Site Mail Use LgI Bedrm: # 26 Owner Site Mail Use LgI Bedrm: # 27 Owner Site Mail Use LgI Bedrm: :University Street Properties V Llc :901 Powell Ave SW Renton 98055 :1301 5th Ave #3500 Seattle Wa 98101 :106 Off,Office Building :LOT 9-10 & B WASHINGTON TECHNICAL Bth F3H: / / Stories:1 BldgSF:10,OOO *---------------------: MetroScan / King :John C Radovich Llc :981 Powell Ave SW Renton 98055 :2835 82nd Ave SE #300 Mercer Island Wa 98040 :106 Off,Office Building :LOT 11-12-B WASHINGTON TECHNICAL Bth F3H: / / Stories:3 BldgSF:48,803 *---------------------: .MetroScan / King :Grady Way I Llc :1027 Powell Ave SW Renton :PO Box 27069 Seattle Wa 98165 : 316 Vacant, Industrial :LOT 12 & B WASHINGTON TECHNICAL Bth F3H: / / Stories: BldgSF: -------------------------* Parc~ # :918800 0080 08 Sale Date : 02/07/2000 Sale Price :$5,130,000 Asd.V :$3,387,700 Q:NE S:24 T:23N R:04E Ac:3.36 YB:1983 ph: :-------------------------------* Parcel # :918800 0080 08 Sale Date : 02/07/2000 Sale Price :$5,130,000 Asd.V :$3,387,700 Q:NE S:24 T:23N R:04E Ac:3.36 YB:1983 Ph: :-------------------------------* Parcel # :918800 0080 08 Sale Date : 02/07/2000 Sale Price :$5,130,000 Asd.V :$3,387,700 Q:NE S:24 T:23N R:04E Ac:3.36 YB:1983 Ph: :-------------------------------* Parcel # :918800 0090 06 Sale Date :01/28/2000 Sale Price :$13,545,000 Full Asd.V :$7,143,900 Q:NE S:24 T:23N R:04E Ac:4.82 YB:1985 ph: :-------------------------------* Parcel # :918800 0090 06 Sale Date :01/28/2000 Sale Price :$13,545,000 Full Asd.V :$7,143,900 Q:NE S:24 T:23N R:04E Ac:4.82 YB:1985 ph: :-------------------------------* Parcel # :918800 0090 06 Sale Date : 01/28/2000 Sale Price :$13,545,000 Full Asd.V :$7,143,900 Q:NE S:24 T:23N R:04E Ac:4.82 YB:1985 ph: :-------------------------------* Parcel # :918800 0090 06 Sale Date : 01/28/2000 Sale Price :$13,545,000 Full Asd.V :$7,143,900 Q:NE S:24 T:23N R:04E Ac:4.82 YB:1985 Ph: :-------------------------------* Parcel # :918800 0110 02 Sale Date : 09/24/2003 Sale Price :$7,396,000 Asd.V :$5,061,900 Q:NE S:24 T:23N R:04E Ac:3.45 YB:1986 Ph: :-------------------------------* Parcel # :918800 0125 05 Sale Date :01/19/2000 Sale Price Asd.V :$186,000 Q:NE S:24 T:23N R:04E Ac: .85 YB: ph: Information compiledfrom various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. .," •• ,.,. t.· ... ' # 2'8 Owner Site Mail Use LgI Bedrm: # 29 Owner Site Mail Use LgI Bedrm: # 30 .. . *-------------------MetroScan / King :King County :900 Oakesdale Ave SW Renton 98055 :500 4th Ave #500 Seattle Wa 98104 :106 Off,Office Building :LOT TRACT B WASHINGTON TECHNICAL Bth F3H: / / Stories:3 BldgSF:74,280 *---------------------: MetroScan / King :Blackriver Jv LIe :1000 Oakesdale Ave SW Renton 98055 :4640 95th Ave NE Bellevue Wa 98004 :106 Off,Office Building :LOT TRACT B WASHINGTON TECHNICAL Bth F3H: / / Stories:1 BldgSF:30,750 *---------------------: MetroScan / King Owner :Blackriver Jv LIe Site :1000 Oakesdale Ave SW Renton 98055 Mail :4640 95th Ave NE Bellevue Wa 98004 Use :106 Off,Office Building LgI :LOT TRACT B WASHINGTON TECHNICAL Bedrm: Bth F3H: / / Stories:1 BldgSF:19,800 # 31 *---------------------: MetroScan / King -------------------------* Parc~ J :918800 0146 00 Sale Date : 03/27/1998 Sale Price :$8,513,503 Full Asd.V :$8,686,900 Q:NE S:24 T:23N R:04E Ac:4.91 YB:1990 Ph: :-------------------------------* Parcel # :918800 0147 09 Sale Date : 12/22/1995 Sale Price :$11,398,500 Full Asd.V :$5,486,000 Q:NE S:24 T:23N R:04E Ac:4.46 YB:1989 Ph: :-------------------------------* Parcel # :918800 0147 Sale Date : 12/22/1995 Sale Price :$11,398,500 Asd.V :$5,486,000 Q:NE S:24 T:23N R:04E Ac:4.46 YB:1989 Ph: 09 Full :-------------------------------* Parcel # :918800 0148 08 Owner Site Mail Use LgI Bedrm: :Esa 0418·-R~I\ee{ 11/;5"10'1 :1150 Oakesdale Ave SW Renton 98055 :450 E Las Olas Blvd #1100 Fort Lauderdale FI Sale Date : 01/07/1998 33301Sale Price :$2,000,000 Asd.V :$4,170,200 Q:NE S:24 T:23N R:04E BldgSF:67,842 Ac:3.89 YB:1998 Ph: :051 Res,Hotel,Motel :LOT TRACT B WASHINGTON TECHNICAL Bth F3H: / / Stories:3 Full Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. DATE: February 25,2004 CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM TO: Jason Jordan, Project Planner FROM: Eric K. Chapman, Hazardous Materials Specialist SUBJECT: Review of preliminary application for bulk C02 storage -AirGas NorPac Pre-App No. PRE04-048 The fire department has reviewed the pre-application information for the installation of two bulk carbon dioxide storage tanks. Carbon dioxide is characterized as a non-flammable compressed gas, and is primarily regulated under Article 74 of the Uniform Fire Code (UFC). The following comments apply to this project: 1. Permits are required from the fire department for the tank installations. Permit applications and guidelines can be obtained from the Fire Prevention Bureau office. 2. Tank and piping system contents shall be identified in accordance with UFC Standard 79-3. 3. The tanks and piping must be protected from physical damage using guard posts or other approved means. 4. The tanks must be located not less than 5 feet from property lines or buildings. The fire hydrant shown on the drawings must not be obstructed, and a minimum three-foot clearance must be maintained on all sides. 5. Compressed gas systems shall be suitable for the intended use and shall be designed by persons competent in such designs. Where nationally recognized good practices or standards have been established for the process employed, such practices or standards shall be followed (e.g. Compressed Gas Association Standard G-6.1). 6. Equipment and machinery associated with the compressed gas system shall be listed or approved. To: From: Date: Jason Jordan CITY OF RENTON MEMO PUBLIC WORKS Mike Dotson.~ April 28, 2004 Subject: PreApplication Review Comments PREAPP No. 04-048 Airgas C02 Bulk Storage and Retail Pad Site -950 Powell Ave SW. NOTE ON PRELIMINARY REVIEW COMMENTS CONTAINED IN THIS REPORT: The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision makers (e.g. Hearing Examiner, Boards of Adjustment, Board of Public Works and City Council). Review comments may also need to be revised based on site planning and other design changes required by the City or made by the applicant. We have performed a pre-application review of the information supplied for the subject proposed development. The following information was determined: WATER 1. There are various public water mains within the vicinity of the proposed project location. These water mains include a 12" waterline running on both Powell Ave SW and SW 10th Street (see attached water inventory map). A construction activity, such as rubble-izing, compaction, excavation or underground work, within 15 feet of these waterlines requires special precautions. SANITARY SEWER 1. There are public and private sewer mains located on this site, and possibly within the project location (see attached sewer inventory Map). Similar to working in the vicinity of the waterline, construction activities in the vicinity of these sewer mains require special precautions. SURFACE WATER 1. Numerous storm lines and catch basins are located within the project site. These are considered private facilities that are maintained and operated by the property owner. 2. A project drainage report (narrative only) should be prepared in accordance with the 1990 King County Surface Water Design Manual (KCSWDM). Specifically the C:lPlan Review\Airgas Preapp.doc ,r Airgas C02 Bulk Storage and Retail Pad Site -950 Powell Ave SW. 04/28/2004Page 2 report should describe how this project complies with the core drainage requirements. 3. If construction occurs during the months of October 1 through April 30, wet season, additional erosion control requirements apply. Provisions for wet-season construction are detailed in Appendix D of the King County Surface Water Manual. 4. Erosion control shall be provided in accordance with the Department of Ecology guidelines; and subject to the review and approval of the Development Services Division. TRANSPORTATION 1. It appears that there is no work proposed that will impact the public roadway or sidewalk areas. GENERAL COMMENTS 1. Permit application will required separate plan submittals for all proposed public utilities, drainage and street improvements. Plans are required to be prepared by a licensed Civil Engineer according to City of Renton drafting standards. 2. Permit application must also include an estimated cost of construction for water, sewer and roadway/drainage improvements (please see permit application available at the 6th floor Customer Service Counter). Separate permits for water meters, and side sewers are required. A separate utility permit to cut and cap existing utilities to the existing structures on site will be required as part of the demolition permit. 3. The cost estimate will be used to calculate the fee(s) due for review and inspection of the utility improvements. (For your information, fees are calculated on the following basis: 5% of the fIrst $100,000 of the estimated construction costs; 4% of the amount between $100,000 and $200,000, and 3% of anything over $200,000. Half the fee must be paid upon permit application.) 4. The applicant is responsible for securing any private utility easements. If there are any questions concerning the above comments, please contact Mike Dotson at X-7304. cc: Kayren Kittrick . "'-~-.. ""' ... - .S2~;o2 S...,499 ._- S...,515 • S""516 • S...,506 • S...,481 • 17o~{) \('e~~l'\el'\~ ",eve • • S....,S07 SIJ513 • SIJS60 • 08 S...,520 • ~~511 ... --.sy.~_~? S";'563 • • SIJ564 • ! . F2 " 1'1 ~1-"''' $""284 ---------.----~--- -I ~ N = > ~.I ClI r'" .... +..... 'I I U >' .-.... , c j I oCt S...,068 "tI. c:: ~ i; >-I : d i I ~ O"SIJS " .81 .81 • . , If \-----_:_--- i r= \ \ t-------- \ \L __ ~-----, , /'-/ ---/~ / / ,.,/ DATE: TO: FROM: SUBJECT: CITY OF RENTON Planning/Building/Public Works MEMORANDUM April 29, 2004 Pre-Application File No. 04-048 Jason E. Jorda~ior Planner, x7219 Renton C02 Bulk Storage & Rail Site General: We have completed a preliminary review of the pre-application for the above-referenced development proposal. The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant and the codes in effect on the date of review. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision-makers (e.g., Hearing Examiner, Zoning Administrator, Board of Adjustment, Board of Public Works, and City Council). Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal Code. The Development Regulations are available for purchase for $55.00, plus tax, from the Finance Division on the first floor of City Hall. Project Proposal: The subject site is located 950 Powell Avenue SW. The proposal is to install two 50-ton C02 ground receiving tanks and install a rail offload platform. Zoning: The subject site is designated Medium Industrial (1M) on the City's Zoning Map and is located within the Employment Area -Valley (EAV) Comprehensive Land Use area. The 1M zone allows outdoor storage, provided that they are located within the Employment Area -Valley (EAV) Comprehensive Land Use area designation. Development Standards: The following 1M zone development standards and parking regulations would only apply to any new building; however, as the applicant is not proposing to construct a structure many of the development standards are not applicable. Building Restrictions -The 1M zone does not contain provisions restricting building height or lot coverage. Building Setbacks - A minimum setback of 20 feet is required from arterial right-of-ways and 15 feet is required from all other street designations. Rear or side yard setback requirements are not applicable to the project. In this case, SW 10lh Street and Powell Avenue SW are not considered prinCipal arterials; therefore, a 15-foot setback would be required. No other building setbacks would be required for this project. Landscaping -The 1M zone requires all portions of the site not covered by buildings, structures, required parking, access, circulation or service areas to be maintained as permeable areas improved with native, drought-resistant vegetative cover. A minimum landscape width of 20 feet is required along arterial streets and a minimum width of 15 feet is required along all other street designations. In this case, the applicant would not be required to provide any additional landscaping, as the project does not include any new buildings. The subject property is located within the Green River Valley and is required to provide an additional 2% of natural landscaping on the site. This requirement is in addition to any required street frontage landscape requirements and must be distinguished on the landscape or site plan. In addition, a minimum of 5% of the interior of the parking area must be landscaped. All landscape areas must be a minimum of 5 feet in width and are required to contain underground irrigation systems. Renton C02 Bulk Storage and Rail Pre-Application Meeting Page 2 Screening -All outdoor storage, garbage, refuse compactor or dumpster areas must be screened by a fence, landscaping, or combination of both in order to achieve visual screening. Parking -The parking regulations require a specific number of off-street parking stalls based on the amount of square footage dedicated to certain uses. In this case, no additional parking is required, as the applicant is not proposing any additional building area. Access -The site is accessed from SW 10th Street and Powell Avenue SW. No additional access points are planned as a result of this proposal. Signage: Only one freestanding business sign (pole, monumenVground, projecting or roof) is permitted per street frontage for each individual parcel. Each sign shall not exceed an area greater than one and one-half square feet for each lineal foot of property frontage that is occupied by the business. In no case shall the sign exceed a total of 300 square feet (150 square feet per face if a two face sign). In addition to the permitted freestanding sign, wall signs with a copy area not exceeding 20% of the fac;ade to which it is applied are also permitted. Permit Requirements: As no additional buildings are proposed, the project would not be subject to site plan review. Instead, the applicant would be required to apply for environmental (SEPA) review, as the proposed tanks are over 10,000 gallons. The environmental review process would cost $400 if the total project value is less than $100,000 or $1,000 if the project value is over $100,000. An additional $0.37 would be required for postage (all properties within 300 feet of the site). The application would be processed within an estimated time frame of four to six weeks. I have attached the environmental review application for your use and review. Once a SEPA threshold determination is issued, the applicant would be required to apply for all necessary building and fire permits associated with the tank and rail platform construction. Please contact Jan Conklin, Development Services Representative, at (425) 430-7276 for any building permit submittal questions. For your use, I have attached the building permit applications necessary for this project. cc: Jennifer Henning Pre04-048 (sepa in 1m zone fOT co2 storage facility).doc\ CD .. ---.. -... .-:..-:~-==:::::::. ---.-.-.--.---.--------~-" ~ 1HCP) col I ! 1 \ ---------------------- CD CD 1M CD _,,··--i _ ... --_ . ..-,.----; / S 7th: St. !l_~_ II en -----i; Q) Ir: CCS E o t! 1M I ~ ___ i_~ S Q) ~ -------- C do ....... -.~, , \ 1 \ ........ ! CD ------------.------- 24 T23N R4E E 112 4314 G2 HZ • 2S T23N R4E E 112 8y a ZONING + ;R + ~ 'I1!CIINICAL SIIIlVlCllS ------dit;:r UJaH,I CITY OF RENTON ECONOMIC DEVELOPMENT NEIGHBORHOODS, AND STRATEGIC PLANNING MEMORANDUM DATE: TO: FROM: STAFF CONTACT: SUBJECT: April 23, 2004 Jason !Hrdan (LtJol/ Rebecca Lind Don Erickson Argas CO2 Bulk Storage & Rail Site, 950 PoweU Avenue SW; PRE 04-048 The applicant is proposing to install two 50-ton CO2 ASME certified ground receivers to hold carbon dioxide gas for their Washington customer base. The applicant is also proposing to develop a "rail site" off a railroad spur which would allow rail cars to deliver C02 to the site . where it would be stored and/or broken down for delivery to Washington fill plants and customers. The subject 2.89-acre site is designated Employment Area -Valley on the Comprehensive Plan Land Use Map and zoned 1M (Industrial Medium). Relevant land use policies are attached. Analysis: The proposed use appears to be compatible with other industrial uses in the Earlington Industrial Park (Policy LU-212.2). Because the proposed use is an addition to the existing facility and is primarily a loading, storage and transfer facility at the back of the site, it is not anticipated to have major visual impacts when seen from SW 10th Street (Policy LU-212.3 and Objective LU-EE.c). Any modification to the existing site plan in terms of existing landscaping should be reviewed through the site plan review process. Recommendation: Support this proposed expansion of the existing facility. cc: Don Erickson H:\EDNSP\lnterdepartmental\Development Review\Preapps\Comments\EA-V\Airgas Bulk Storage & Rail Site.doc\cor Relevant Comprehensive Plan Employment Area -Valley Land Use Policies: Policy LU-212.2. Compatible and related land uses should be encouraged to locate in proximity to one another. Policy LU-212.3. Development standards should promote an increased intensity and quality of development. Objective LU-EE.c: Ensure quality development in Employment Area -Valley. Policy LU-212.22. Create a logical and harmonious working environment in mixed-use developments through the application of appropriate development standards, emphasizing landscaping, setbacks and sidewalk treatment for all uses. Policy LU-212.24. Site plan review should be required for all new projects in the Renton Valley and Black River areas pursuant to thresholds established in the City's development regulations. Policy LU-292. Freeways should be visually and acoustically buffered from adjacent uses. H:\EDNSP\Interdepartmental\Development Review\Preapps\Comments\EA-V\Airgas Bulk Storage & Rail Site.doc\cor NT PLANNING Ii] ...... DE"~~~~ RENTON .. ~ October 1, 2004 City of Renton Development Services Division Renton City Hall 1055 South Grady Way Renton, WA 98055 OCl ,52004 RECE\VED Project: Subject: Airgas-Nor Pac -Tank Foundation, Our File No. 204417.00 SEP A requirements checklist, Items 19-2~ Dear Sir or Madam: The proposed project is to construct two 100,000-pound (weight of tank when full) liquid carbon dioxide storage tanks, TOMCO Systems Model5075CA, in the northeastern corner of the Airgas-Nor Pac site, which is located at the intersection of SW 10th Street and Powell Street SW. The tank construction area totals approximately 1,000 square feet. The dimension of each tank is 56'-6" long x 7'-6" wide, with a tank height of 8' -8 %". In the existing condition, the tank site is a gravel surface. Area disturbance will be limited to constructing the foundation pads for the tanks (approximately 1 ,000 square feet). Based on the King County Surface Water Management Design Manual, 1990 edition, because this project does not create or replace more than 5,000 square feet of impervious area, this project meets the exemption from Core Requirement #3, Flow Control, Exemption #1, Impervious Surface Exemption; and therefore, flow control is not required. This project will not alter the existing drainage patterns of the site. As indicated above, this project adds or replaces less than 5,000 square feet of impervious area~ and does not propose to construct or modify the existing drainage system, nor is the project located in a Landslide Area. Therefore this project m~~ts the exemption criteria for Core Requirement #2, Offsite Analysis; and therefore, an offsite analysis should not be required. Water quality, Core Requirement #8, is also not required for the project since less than 5,000 square feet of new or contiguous pollution-generating impervious surface or pollution-generating pervious area is added by the project. Civil Engineers Structural Engineers Landscape Architects Community Planners Land Surveyors Neighbors TACOMA 2215 North 30th Street Suite 300 Tacoma, WA 98403-3350 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com .. City of Renton October 1, 2004 Page 2 To provide for temporary erosion and sediment control, Core Requirement #5, disturbance will be limited to the foundation work required to construct the tanks. Cover measures and catch basin protection will be provided, if necessary. Please call me if you have any questions, or if you require further information. Thank you for your assistance in this matter. Special Projects Manager DC/ss c: Patrick Merkel, Airgas-Nor Pac, Inc. Paul McCormick, AHBL 4171tr040915.doc mmmm .~' DEVELOPMENT SERVICES DIVISION - ENVIRONMENTALCHECKLI·ST . , I . -- . 'City 'of Rentpn Development ~eJVices Division 1055 SOl:lth Grady Way, Renton, WA 98055· Phone: 425-430-7200 Fax: 42~7231 . PURPOSE OF CHECKLIST: I"" '; .~ ... UI:Vt:CLOI PMENT PLANNING 'TV OF RENTON ~ . ~ ocr 152004 ~EC.EIVED -The State Envirorlmental Policy Act (SEPA), Chaptet 43.21C RCW~ requi~ all governmental agencies to consider the environmental impacts of a proposal before making decisions. An Environmental Impact Statement (EIS) must be prepared for all ProPosals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide i~formation tc;l.help you and the ,agency identify impacts from your proposal (and to reduce or avoid impacts fronl the pro~I, if it can be ,done) and to help the agency decide whether an EIS is required. ., :' -INSTRUCTIONS FOR APPLICANTS: This environmental checklist asks you _ to . describe some. basic Information about your proposal. Governmental agencies use this checklist to determine -whether the -environmentai impacts _of your proposal are significant, requiring preparation ,of an EIS;-Answer -the qlJestions~ briefly," with the most precise information known, or give the best description you can. . You must answer each question acCurately and carefully, to the best of your knowledge. -In most cases, you should be able to answer the questions from your own observations or project' plans withOut the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write -do not know" or -does not apply". Complete answers to the questions now may avoid unnecessary delays la~er. r .:y .. Some questions ask about governmental regulations, such as zoning, -shOreline, and 'landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The"chect<list q-u~tions apPly to all 'parts of Your proPosal; even if you plan to do-them over a period of time or on different parcels of land. Attach aJiy additional information that will help describe yoUr proposal or its environmental effects. The agency to which yOu submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may' be significant adverse impact. USE OF CHECKLIST FOR NONPROJECT PROPOSALS: Complete this -checklist for nonproject ProJ>oSSIs, even thoUgh q!Jestions may be answered -doeS not apply.~ 'IN'AoDITION,'compiete'the SUPPLEMENTAl SHEET FOR NONPROJECT"ACnONS (part D) . . ~o.r ~onpr.oject actions (a~ons involving decis~ns on' policies, plans and prOgrams), the refe~ces in the checklist to the words "'project," -applicant," and ·property or. site'" shOuld be read as "proposal," -·proposer,· and "affected,geographic area," r~pecti~ly. , _ . -••• < ,.; . Q:\WEB\PW\DEVSERV\Forms\Planning\envchlst.dqcOS/29103 A 1. 2. 3. 4. BACKGROUND Name of proposed project, if applicable: 1\''\a9~Coz'S'''\\< "5'cr~~ ~SI4e .. Name of applicant A'''''~QS-NO'r pQL] ~t... . , ~Q.+)t ,Co\(. (f>ct-l-/ ~'k.c.l (. fl,'"rC5'tS-rJo~ Htc ~\tS~ '''1..:-, t- Address and phone number of applicant and contact person: , 1 O~-4 ~ ~e.. "'2 N&A"'YS'I.l1e.) wPt· oaSCA1-~32.7.. Date checklist prepared: y>~ 4'2S-,08-J4o3 5. Agency requesting checklist: C'-~ o.f:~/bevel~1WfKt ~\11~ X>JV1S~ 6.' Proposed timing or schedule (including phasing. if applicable): ~~ ~~-\f\Me.-~\y ~-h-ut-\t"",--~'U.s+-~~~"'. 7. Do you have any plans for future additions. expansion. or further actMty related to or connected with this proposal? If yes, explain. . . . ; 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes. explain. "'0 10. List any govemmental approvals or permits that will be needed for your proposal. if known. 11. Give brief. complete description of your .proposal. including ,the proposed uses and ~e size of the project and site. . . . ' .'. .' I. <!.~~\lc-n ""'" f).,c ~.....,.&e ~~erb~ -h:» . sp+ (-a:) e~ Sa·ttM. Co"a."'SSrls . " . . 2. pYOces:s rlf'~ ~·CO,.~ -to ~4'.1 D~-\~ .co.e. h4-y ~ ro"~ *~k.. ~,,~.s~ S~~S '=3. e~t~,~ fa~ ,...~.(:;,.\." .... ocb."", U"-\.~ t1V\. ",ru;k.(MAIl ,,-g. \ I\.~ r"W\~s '-U ~~~. ~. "M"'."I'IhuaA..~ ?J'400 SF D~ . Q:\WEB\PW\DEVSERV\Forms\Planning\envchlstdoc .eWsb""A .p~~ \AI"'" be 2 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reaSonably available. While yoU should submit any plans required by the agency, you are not required to dupliCate (naps or deta~ed pjan~'submitt~ ~ anypennit ~ppl~~tiOns related to this ~~~ .~ ~ " ... ; ~ B. 'ENVIRONMENTAL ELEMENTS 1. EARTH "' ~ desaipoon of .~ sI!e (circh> ~ng. hilly. steep, slopes •. mountainous. b. What is the steepest slope on ,the site (approximate percent slope?) c. d. ; "e.' \. t: 1. g. h. tJ~~ ,- What general types of soils are found on'the site'(for example, clay,"sand, gravel,peat, mUCk)? If You know the classification of agricultural sOils,-specify. them and note any prime farmland. ' ~ ""~"" • Are tt1e~ 'surfaCe indication~"or history 'of unstable' soils in 'tlJe immediate vicinity? 'If so, describe. " , "'~ Describe'the purpose, type, and approximate quantities of any filling or grading propOsed. Indicate sOUrce of fill. . " ~~~u,~, Could erosion occur as a result of clearing, construction, or. use? If so, generally describ8. ., , ' " ~O " .~ Jmout what percent of the site will be covered with impervious surfaces after project construction (for empie, asphalt or buildings)? 10070 , PropOsed' measures to reduce or control erosiOn, Or other impacts to the earth, if any: " Q:\WEB\PW\DEVSERV\Forms\Planning\envchlst.doc 3 2. AIR 3. a. b. c. What types of emissions to the air would result from the proposal (i.e., dust. automobile. odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. ~~h"'~ ~ ~c\C. ~ _ 2-~. tJo l~~d-a..~ ~~ • Are there any off-site sources of emission or odor that may affect your proposal? If so, generally describe. tJO~ ~"'- Proposed measures to reduce or control emissions or other impacts to air, if any: WATER W~ W\ \\ be ~~~ 0'\4 d\.~ fW"lO)- -\::0 ~1''3I~ . a. Surface Water: 1) Is there any surface water body on or in the immediate vicinity of the'site (mcluding year- round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes. describe type and provide names. If appropriate, state what stream or river it flows into. NO 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. NO 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. ' 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No 5) Does the proposal lie within a 100-year flood plain? If so, note location on the site plan. ~O 6) Does the proposal involve any discharges of waste materials :to'~urface waters? If so, describe the type of waste and anticipated volume of discharge. Q:\WEB\PW\DEVSERV\Fonns\Planning\envchlst.doc 4 -, 4. b. Ground Water: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, ~nd .~pproxim~te quantities if known. -NO-'. , ' 2) c. 1) 2) d. Describe waste material that will be discharged into the ground from' septic tanks or other sources, if any (for example: Domestic sewage; iJ1dustrial,' containing ,the following chemicals ... ; agriculbJral; etc.). Describe the general size of the system, the number of such systems.: the_ number of ,houses to be serveq(if applicable), or the number of animals or humans the system(s) are expeCted to serVe. " ': ' tJoVLl2. Water Runoff (including storm water): Describe the source of runoff (including storm water) and method of collection .and disposal, if any (include quantities, if known). Where will this water ~ow? Will this water flow into other waters, Ifso,describe. ' -, ---, ~~~~ Cl1Nro\ w'" Vi ROUl \.Y\1-v ~l~ ~~ c;\~ ~,~5_-~. Could waste material enter ground or surface Waters? If so, 'geheraJly describ~ -, " --NO Proposed meas~~ to 'reduce'or COntrol surface, gr:ound,' and 'runoff water impacts, if any: ;-',- tJ-4· PLANTS a. Check or circle types of vegetation found on the site: _-_' deciduQUs,tree: alder, maple, aspen, other __ ' evergreen ,tree: fir, cedar, pine, pther , ' _' _-_' sl:lrubs ' - .. _._ graS!i __ pasbJre __ crop or grain " __ wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other __ water plants: wat~r lily, eel grass, milfoil, other _' _ other types, of v~tation > --~ ........... ; ..... b. ..,: _ What~ind and amount of vegetation will be removed or aHerfKt? . ..' . ; .... -. " . .... ..', ,", -,rJ.~ c. -List thieateryEKi or endangered species ~~wn to be o~ 'or near fh~ sit~. PropoSett"i:lndscaping, use of native p~nis, or other mea~ures to preserve or enhance .. vegetation on the site, if any: , I\l-R Q:\WEB\PW\DEVSERV\Fonns\PIanning\envchlstdoc 5 5. ANIMALS a. Circle any birds and animals which have been observ~12 near the site or are known to be on or near the site: f\I()\AR o~ . ~ Birds: hawk, heron, eagle, songbirds, other _____ --'-_ Mammals: deer, bear, elk, beaver, other ________ _ Fish: bass, salmOn, trout,herrfng, shellfish, other _____ _ b. Ust any threatened or endangered species known to be on or near the site. c. Is the site part of a migration route? If so, explain d. Proposed measures to preserve or enhance wildlife, if any: 6. ENERGY AND NATURAL RESOURCES a. b. , ." # . -." What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. e~,"'-'I <: looA~t'5~ 460-B-G--J..o Y\JV'o ~\I~~ £, w~ uwt-b Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. . . N4(), c. What kinds of energy conservation features are included in the plans of this proposal? Us~ other proposed measures to r~uce or control energy impacts, if any: "t\-Jl. \J se ~". b.fillt-\oaA C1rrA~~dt-S v-s. ~~ h~l\d fV'M.f.31 W'd\lC"'~ .. ~., -h~ O~ 7. ENVIRONMENTAL HEALTH CJ~ ,,+OS • . a. Are there any environmental heaHh hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. ( 6J~ .. \OO-~ 0-' CQ".~ o.O)(~ \III,It ~ -S.q".,.,JJtI. Col. as ~Raa\M-.ble ~Kd e~'Uw'L "~f. 1:+ qew,"All'l 1) Describe special emergency services that might be reqUired~o~~"" '1"'0 \. ~....,~ ItMe C't4v. 2) Proposed measures to reduce or control environmental health hazards, if any: .".... \1-0 .. C~ ''''d.\tS~'1 ~~GJWI' .e,.V11'l'\AIwt-\Al~~ CA\\.~~ -tu .. ~ S" __ ~ $"~ A,s (A5Mt: J C4/ltt. J ttl-I "'FPAj vBC) \JFC.). Q:\WEB\PW\DEVSERV\Forms\Planning\envchlstdoc 6 b. Noise 1) What ~ of noiSe"exist in the' area Which may affect YoUr ~j8ct '(for-example: traffic, equipment, operation, other)? , .; . " . '.-. ,~ . " , .. 2) What types and levels of noise would be created by or associated with the project on a , ' short-term, or a long-term ~asis (for example: traffic, construction, operation, other)? , Indicate What hourS,noise would comEt from the site. " '. ~ r"...-~. '~\y ~Ol8G' Win ~ ~' ~\1!'V\~\.\.t...~ O"r" Q.;. -,,,,,,",U e~c....~\C.. ~P Q~cl y-.ef.t'tl"ti~~ \lh.+.s 3) Proposed measures to reduce or control noise impacts, if any: ,L\~,-\ o~~l.~ ~ "'~OO~;.o ':OO~~ ... •... ;.: " 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? ,j;~S'h\e..~/M.~~\J~~''\A.' b. Has the site been used for agriculture? If so, describe . .la c. d. e. What is the CUrrent zoning classification of the site? ':I:A f. What is the current comprehensive plan designation of the site? rcA\} ,," g. If applicable, what is the current shoreline master program designation of the site? h. Has 'any ~art of the site been classified as an -environmentally sensitive-area? If so, specify. i. ApprOximately how many 'people would reside or work in the Completed project? 1 Q:\WEB\PW\DEVSERV\Forms\PJanning\envch1st.doc 7 j. k. Approxim~~ many people would the completed project displace? Proposed measures to avoid or reduce displacement impacts, if any: I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: fb\\~ ~\\~~S ~,~O~t~c" t:o:i~S. 9. HOUSiNG' ., 'j a. Approximately how many units would be 'provided, if any? Indicate whether high, middle, or low-income housing. 0 • 0 0 • _. • 0 b. Approximately how many units, if any, would be eliminated? Indicate whether 0 high, . middle, or low-income housing. N-A- , 0 • c. Proposed measures to reduce or control housing impacts, if any: 10. AESTHETICS a. What is the tallest height of an,y proJlO.~ structure(s), not including antennas; what is the prinCipal exterior building material(s) proposed. 10'-00 M 5'ee{ f>~" What views in the immedia1 vicinity would be altered or obstructed? b. c. Proposed measures to reduce or control aesthetic impacts, if any: 11. UGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? b. Could light or glare from the finished project be a safety h~ or interfere with views? O:\WEB\PW\DEVSERV\Fonns\Planning\envchlst.doc 8 c. What existing off-site sources of light or glare may affect your proposal? d. Proposed measures to reduce or control light and glare impacts, If any: N-A-° 12. RECREAnON a. b. c. What designated and informal recreational opportunities ~r'e in the immediate vicinity? :.JJ~ . Would the proposed project displace ~ny.existihg recreational uses? If so, -describe. ~ NO·· Proposed measures· to· reduce or control. impacts· on recreation,· including recreation opportunities to be provided by the project or applicant, If any: 13. HISTORIC AND CULTURAL PRESERVAnON a. Are there any places or objects listed on, or . proposed '. for, national state, or local preservation registers known to be on or next to the site? If so, generally describe. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. lJaNL ' c~ PropoSed measureS to reduce or control impacts. If~ny: N-,A- 14. TRANSPORTATION .. . '" a. Identify public streets and highways serVing' the. site, and describe proposed access to the ,:, e~;te;sshA;~PI;:~40G -+0 ·Z--167 N-,Io ~W~ ~-fo ~~:sw(N#~ Is ~ite currentiy serveA" by public transit? If not, what is the approximate distance to the b. c. nearest~ft stop? ~ --~ .... ~ J..~&y ""7. How many parking spaces would the completed project have? How many would the project eliminate? d 1° 1ld&/~~ ·P~/.,;f ,., S~qs w/'tl be a QI(¥. 1tIt:nLt rAJ,,1 bR ·../2;fI~/vt~d . Q:\WEB\PW\DEVSERV\Forms\PIanning\envchlst.doc 9 d. e. f. g. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private? Nf)- Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. . J _ ", 1?a;/ sp,,; w; II ~ ~ VZ> ~ ~ load ~. 7Jvz~.pVI-cu~ .eJrJSis ... How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. ~ fa -I-wtc..e peve/..DA.f-1J-vnkJ} ~~ _b~llA.A.~ YlavrS -7:ooA-~-b!eep"",. Proposed measures to reduce or control transportation impacts,. if any: /JOKe VUl~t::tk;t- 15. PUBUC SERVICES c. a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. tJo I b. Proposed measures to reduce or control direct impacts on public services, if any. N-te' . b. Describe the utilities that are proposed for the project, \he utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. -No ac:MI-h~ sej,-V~ will 'SIGNATURE .. ..ce ~eq,.vl".,d' . . . --I, the undersigned, state that to the best bf my knowledge,theabove.information is true and complete. It is understood that the lead agency may withdraw any declaration of non-significance that it might issue in reliance upon this checklist should there be any willful misrepresentation or willful laCk of full disclosure on my part. --, . Proponent Name Printed: Date: :a.~/~k 1l1ctA<..--C. f/VM. '7 /' '2:00Sf-.. O·\WRR\PW\nRV~RRv\Fnnn!:\Pllmnin9\P.nvchl!:t ilor. 10 J.1 AirgaSm April 1, 2004 Ms. Laureen Nicolay City of Renton Development Services Division 1055 South Grady Way Renton, W A. 98055 Subject: Project Narrative for "Airgas C02 Bulk Storage & Rail Site" Dear Ms. Nicolay, Patrick Merkel Division Manager -Cryo Services Airgas·Nor Pac, Inc. 4401 Airport Way South Seattle, WA. 98108 (206) 667-8466 Fax: (425) 740-0190 E-Mail: patmerltel@airgas.com DEVELOPMENT P CITY OF RENT~N/NG OCT 1 5.2004 RECeIVED Per the submittal requirements for pre-application project review -please note the following project narrative intended to facilitate a free pre-application review by your department. 1. The proposed location is on the North East section of property at the Renton address of 950 ... Powell Avenue S.W., 98055. 2. The name we will give this project is: IIRenton C02 Bulk Storage & Rail Site." 3. Current property zoning is: "1M". 4. This is a flat piece of property with no wetland conditions or bodies of water. 5. We propose to install two (2) each 50-ton C02 ASME certified ground receivers. These receivers will be used to hold carbon dioxide requirements to serve our Washington customer base. At the same time we propose to install a rail offload platform which will allow us to transfer rail car loads of C02 from a rail car to the aforementioned ground receivers. We will also have the ability to transfer loads from the ground receivers to 20-ton, as well as smaller 6-10 ton transport vehicles which will load product to be delivered to our Washington fill plants and customers. This project will require the following: • A concrete structural foundation for the two ground receivers as well as offload platform. • Installation of a transfer pump as well as a transfer compressor. • Electricity to service a compressor, pump and refrigeration. • Piping to interconnect the offload platform, ground storage and transport truck hook- up. J .~ r, • Airgas~ Patrick Merkel Division Manager -Cryo Selvices Airgas-Nor Pac, Inc. 4401 Airport Way South Seattle, WA. 98108 (206) 667-M66 Fax: (425) 74lHl190 E-Mail: patmerkel@airgas.com 6. The current use of this property is a gas packaging plant (Le.: oxygen, nitrogen, C02, argon, helium pumped into high-pressure cylinders) which was built by Air Products and Chemicals, Inc., and purchased by Airgas-Nor Pac approximately two years ago. The section of property that we propose to place these tanks and equipment is currently being use as storage. 7. Soil conditions on this site are medium dense to dense moist (locally wet after rainfall). 8. The total estimated cost of construction is $60,000. The fair market value is the same. 9. A small amount of gravel & dirt (maximum of 5-yards) will be removed and displaced across the current property site. 10. No trees or any other landscaping will be disturbed or removed. I trust that this letter addresses all the issues addressed on the "Environmental Review" application form. Thank you for your consideration of our application. Respectfully yours, Patrick (Pat) Merkel Airgas~ June 7,2004 City of Renton Development Services Division 1055 South Grady Way Renton, WA. 98055 .Patrick Merkel Division Manager -Cryo Services Aiigas-Nor Pac, Inc. 4401 Airport Way South Seattle, WA. 98108 (206) 667-8466 Fax: (425) 740-0190 E-Mail: pat.merkel@airgas.com Subject: .€;Or;fstfuction-Mitigation: Descriptiomror "Airgas C02 Bulk Storage & Rail Site" To Whom It May Concern: Per the requirements for the "Environmental Review" application, check point #5, please note the following information: 1. Construction dates: This will depend on when we get our permit package approved. We intend to commence within one week of city approval, and should finish within 90-days thereafter. 2. The project will be done during normal business hours, from 7:00 AM to 6:00 PM, Monday through Saturday. 3. Transportation routes will be done on main highways (1-5; 1-405 to Rainier Avenue North, going left (West) on Grady Way, to Powell Avenue S.W. -going right (North) to destination on right. 4. No significant traffic will occur during construction. Water will be spread on area to mitigate any potential dust. No significant noise will occur. However, the work will be limited to the hours submitted above. The area is an industrial one, thus there should be no reason to do any further mitigation of noise. Since there will be very minimal removal of dirt, there should be no reason to mitigate erosion. Also, the dirt/gravel removed will be spread on adjacent yard areas. 5. This is a very small project, thus there will be very little traffic to/from this site during construction. Traffic control will not be necessary. 6. I spoke with Mr. Ryan Zulauf (Airport manager at Renton Municipal Airport) to determine if notification of crane use will be necessary. They have determined that it will not be. I trust that this letter addresses all the issues addressed on the "Environmental Review" application form. Thank you for your consideration of our application. - Respectfully yours, Patrick (Pat) Merkel Earth Consult~nts, Inc. ',-" \ Geotechnical Engineers, Goolog/sIs ,& En~tal ScientiSts Construction Testing & leBO I WABO Insj'JOCrion Services September 27, 2004 Airgas-Norpac, Inc. clo AHBL, Inc. 2215 North 30th Street, Suite 300 Tacoma, Washington 98403-3305 Attention: Subject: Dear Mr. Couture: Mr. Dale Couture Geotechnical Engineering Study ProRosed Carbon Dio~ide Storage Tanks gSO'Powell Avenue Southwest '~ Renton, Washington Established 1975 DEVELOPMENT PLANNING CITY OF RENTON OCT 1 5. 2004 E-11 386 RECEIVED As requested, Earth Consultants, Inc. (ECI) is pleased to present this geotechnical engineering study (GES) for the proposed carbon dioxide storage tanks to be located in the northeast portion of the existing Airgas-Norpac, Inc. facility located at 950 Powell Avenue Southwest in Renton, Washington. This letter presents the results of our field exploration, selective laboratory tests, and engineering analyses. Scope of Services We performed this study in general accordance with the scope of services outlined in our August 31 , 2004 proposal. On this basis, our study addresses: • Subsurface soil and groundwater conditions; • Suitability of existing on-site materials for use as fill, or recommend.ations for imported fill materials; • Seismic hazard analyses, including evaluation of potential liquefaction hazard; "'" • Site preparation, grading and earthwork procedures, including details of fill placement and compaction; and • Foundation design recommendations, including bearing capacity and estimates of potential total and differential settlement. 1805136th Place N.E., Suite 201; Bellevue, WA 98005 Bellevue (425) 643-3780 FAX (425) 746-0860 Toll Free (888) 739-6670 Other Locations Fife Airgas-Norpac, Inc. clo AHBL, Inc. September 27, 2004 Project Description ,-: E-11386 Page 2 The existing Airgas-Norpac, Inc. facility is located at 950 Powell Avenue Southwest in Renton, Washington. We understand it is planned to construct two carbon dioxide storage tanks in the northeastern portion of the site. Each storage tank will be approximately 60 feet long in an east-west direction and approximately eight feet wide. Based on preliminary project data provided by the project civil engineer, the tank loads are estimated to be approximately 50 tons each. We anticipate the tanks will be constructed at or near existing grade. If any of the above design criteria are incorrect or change, we should be consulted to review the recommendations contained in this report. In any case, ECI should be retained to perform a general review of the final design. Surface and Subsurface Conditions The proposed storage tank area consists of a relatively level gravel storage area located in the northeastern portion of the site. Subsurface conditions at the site were evaluated by drilling one boring at the approximate location shown on Plate 2, Boring Location Plan. The boring was drilled to a maximum depth of twenty-nine (29) feet below existing grade near the center of the proposed storage tank area. Please refer to the Boring Logs, Plates 3 and 4, for a more detailed description of the subsurface conditions encountered at our exploration location. The following is a generalized description of the subsurface conditions encountered. At our boring location, we encountered approximately seven and one-half feet of existing fill consisting of medium dense silty sand with gravel (Unified Soil Classification SM). Underlying the fill, we encountered approximately 11 feet of native, very loose to loose silt (ML). The upper portion of the silt layer contained frequent, thin, peat stringers. The silt layer graded to approximately five and one-half feet of very loose to loose silty fine sand which was underlain by dense poorly graded gravel with sand (GP) to the maximum depth exploration depth of twenty-nine (29) feet below grade. Earth Consultants, Inc. Airgas-Norpac, Inc. c/o AHBL, Inc. September 27, 2004 Groundwater E-11386 Page 3 At the time of our subsurface exploration in September of 2004, the groundwater table was encountered at approximately seven feet below existing grade at our boring location. In addition, the site soils became wet at approximately five feet below existing grade. Moderate to heavy groundwater seepage should be expected in site excavations greater than approximately five feet below existing grade, especially if the excavation is conducted during the wet season. The contractor should be made aware of the potential for groundwater seepage entering excavations and understand that groundwater levels are not static. There will likely be fluctuations in the groundwater table level and amount of seepage depending on the season, amount of rainfall, surface water runoff, and other factors. Generally, the water level is higher and seepage rate is greater in the wetter winter months (typically October through May). Conclusions and Recommendations Based on the results of our study, it is our opInion the proposed storage tanks can be constructed generally as planned, provided the recommendations in this letter are followed. Site Preparation and Earthwork The footprint of the proposed storage tanks should be stripped and cleared of any deleterious material. Based on the absence of surface vegetation or a topsoil layer, minimal stripping will be necessary. Following the stripping operation, an Eel representative should observe the ground surface where structural fill or foundations are to be placed. Structural fill is defined as compacted fill placed under load bearing areas. Structural fill under the proposed storage tank footings should be compacted to a minimum of 90 percent of its laboratory maximum dry density determined in accordance with ASTM designation 1557 (Modified Proctor). Earth Consultants, Inc. Airgas-Norpac, Inc. c/o AHBL, Inc. September 27, 2004 E-11386 Page 4 Based on the results of our laboratory tests at the time of our study, the existing fiJI that will likely be encountered at foundation subgrade elevation was above its optimum moisture content. Moisture conditioning may be necessary in order to use the existing fill as structural fill. If the existing fill is exposed to excessive moisture or cannot be adequately compacted then it may be necessary to import a soil that can be compacted. During dry weather, any non-organic compactable granular soil with a maximum grain size of four inches can be used. Fill for use during wet weather should consist of a well graded granular material having a maximum grain size of four inches and no more than 5 percent fines passing the No. 200 sieve based on the minus 3/4-inch fraction. A contingency in the earthwork budget should be included for this possibility. Eel should review the gradation of imported soil intended for use as structural fill. Foundations The proposed storage tanks should be supported on a strip footing foundation system bearing on at least one foot of structural fill. In our opinion, the existing fill encountered in the upper seven and one-half feet of our boring should be suitable for support of the proposed storage tanks, provided it is compacted in-place to the requirements of structural fill. Foundation elements should be placed at a minimum depth of eighteen (18) inches below final exterior grade and should be a minimum eighteen (18) inches wide. With foundation support obtained as described, for design, an allowable soil bearing capacity of one thousand five hundred (1,500) pounds per square foot (psf) should be used for foundations bearing on one foot of structural fill. Loading of this magnitude would be provided with a theoretical factor-of-safety in excess of 3.0 against shear failure. For short- term dynamic loading conditions, a one-third increase in the above allowable bearing capacities should be used. With structural loading as expected, and provided the above design criteria are followed, total settlement in the range of one inch is anticipated with differential settlement of about one- half inch. Most of the anticipated settlement should occur during construction as dead loads are applied. -" Earth Consultants. Inc. Airgas-Norpac, Inc. c/o AHBL, Inc. September 27, 2004 E-11386 Page 5 Horizontal loads can be resisted by friction between the base of the foundation and the supporting soil and by passive soil pressure acting on the face of the buried portion of the foundation. For the latter, the foundation must be poured "neat" against competent native soils or backfilled with structural fill. For frictional capacity, a coefficient of 0.35 should be used. For passive earth pressure, the available resistance should be computed using an equivalent fluid pressure of three hundred (300) pounds per cubic foot (pcf). These lateral resistance values are allowable values, a factor-of-safety of 1.5 has been included. As movement of the foundation element is required to mobilize full passive resistance, the passive resistance should be neglected if such movement is not acceptable. A representative of Eel should be on-site to observe foundation bearing soils prior to placing forms or rebar to verify that soil conditions are as anticipated at the time of this study. Seismic Design Earthquakes occur in the Puget Lowland with regularity, however, the majority of these events are of such low magnitude they are not felt without instruments. Large earthquakes do occur, as indicated by the 1 949, 7.2 magnitude earthquake in the Olympia area, the 1965, 6.5 magnitude earthquake in the Midway area, and the 2001, 6.8 magnitude Nisqually earthquake. There are three potential geologic hazards associated with a strong motion seismic event at this site: ground rupture, liquefaction, and ground motion response. Ground Rupture The strongest earthquakes in the Puget Lowland are widespread, subcrustal events, ranging in depth from thirty (30) to fifty-five (55) miles. Surface faulting from these deep events has not been documented to date. Therefore, it is our opinion that the risk of ground rupture at this site during a strong motion seismic event is negligible. Earth Consultants, Inc. Airgas-Norpac, Inc. c/o AHBL, Inc. September 27, 2004 Liquefaction E-11386 Page 6 Liquefaction is a phenomenon in which soils lose all shear strength for short periods of time during an earthquake. Groundshaking of sufficient duration results in the loss of grain-to- grain contact and rapid increase in pore water pressure, causing the soil to behave as a fluid. To have a potential for liquefaction, a soil must be cohesionless with a grain size distribution of a specified range (generally sand and silt); it must be loose; it must be below the groundwater table; and it must be subject to sufficient magnitude and duration of groundshaking. The effects of liquefaction may be large total and/or differential settlement for structures founded in the liquefying soils. In our opinion, the potential for widespread liquefaction induced settlement at this site is moderate. We estimate liquefaction would occur in the very loose to loose silt and silty sand underlying the site. We estimate seismically induced settlement due to liquefaction would be on the order of two to four inches. Differential settlement of the shallow foundations for the proposed storage tanks, however, can be expected as a result of liquefaction settlements. We estimate differential settlements could be on the order of one to one and one-half inches. Adequate foundation bearing support below the shallow foundations, however, should be maintained due to the recommended one foot of structural fill below the shallow foundations. Ground Motion Response The 2003 International Building Code (lBC) seismic design section provides a series of site soil classes that are used as a basis for seismic design of structures. Based on the encountered soil conditions, it is our opinion that Site Class E, Soft Soil, from Table 1615.1.1 should be used for design. limitations Our recommendations and conclusions are based the site materials observed, selective laboratory testing and engineering analyses, the design information provided us, and our experience and engineering judgment. The conclusions and recommendations are professional opinions derived in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in 'l this area. No warranty is expressed or implied. Earth Consultants, Inc. Airgas-Norpac, Inc. c/o AHBL, Inc. September 27, 2004 E-11386 Page 7 The recommendations submitted in this report are based upon the data obtained from the boring, laboratory test data, and our visual observations. Soil and groundwater conditions may vary from those encountered. The nature and extent of variations may not become evident until construction. If variations do appear, Eel should be requested to reevaluate the recommendations of this report and to modify or verify them in writing before proceeding with construction. Additional Services As the engineering geologist of record, Eel should be retained to perform a general review of the final design and specifications to verify that the earthwork and foundation recommendations have been properly interpreted and implemented in the design and in the construction specifications. Eel should also be retained to provide geotechnical services during construction. This is to observe compliance with the design concepts, specifications or recommendations, and to allow design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. We trust this letter meets your current needs. If you have any questions, or need additional services, please call. Respectfully submitted, EARTH CONSULTANTS, INC. ~'. Steven T. Swenson Staff Geologist STS/SDD/ddw Attachments: Plate 1 Plate 2 Plates 3 and 4 Scott D. ATrrlra-hTr.:nT"""+-PR--.... Principal Boring Location Plan Legend Boring Logs Earth Consultants, Inc. I .c: S 0 en CD :::l i of( I 0 Q. I-.·--.,...·~.i.~··------~:-.. f.4 1 !'. '1' ~. j I~"':' __ I . 8-1 I ". ~. -. . .' i !<--.. '1' I (./" .... ',', C •• :".': .. _ I I. I f I r .' I 'f'" I' . ! I f I' '--- " I \ I I L, 1 I ±I I ' '1' I . 1 tl i I i ! ! tr I II I I II I , I L-\..~ Legend I .. ___ ----~ ~ [ _ -,\uu' 8-1 I -e- I ----~~_.I Approximate location of ECI Boring, Proj. No. E-11386, September 2004 Proposed Storage Tanks Existing Buildings Subject Site Note: This plate may contain areas of color. ECI cannot be responsible for any subsequent miSinterpretation of the information resulting from black & white reproductions of this plate. Not-to-Scale Earth Consultants, Inc. Geotecllilical Engillt"t'Ting. Geology. Enviroilinental SCit"11Ct"S Construction Tt'sting & leBO I WABO Inspt'ction Sen'iet's Boring Location Plan Carbon Dioxide Storage Tanks Renton, Wash''''''''·''''' Drwn. GAP Date Sep. 2004 Proj. No. 11386 Checked STS Date 9/27/04 Plate 1 MAJOR DIVISIONS Coarse Grained Soils More Than' 50% Material Larger Than No. 200 Sieve Size Fine Gramed Soils More Than 50% Material Smaller Tl'an No. 200 Sieve Size Gravel And Gravelly Soils More Than ;SO% Coarse Fraction Retained On No.4 Sieve Sand And S<lndy Soils More Than 50% Coarse FraCtion Passing No.4 Sieve Silts Mid Clays Silts And Clays Clean Gravels (little or no fines) Gravels With Fines ( appreciable amount of fines J Clean Sand (little or no fines) Sands With Fines (appreciable amount of fines J Liquid Limit Less Than 50 Liquid Limit Greater Than Highly Organic Soilf> Topsoil Fill . , GRAPH !SYMBOL ~ ~ ~ ~ " IXxxxXSlx LETTER SYMBOL TYPICAL DESCRIPTION Well-Graded Gravels. Gravel-Sand Mixtures. Little Or No Fines Poorly-Graded Gfavels. Gravel- Sand Mixtures. Little Or No Fines Silty Gravels. Gravel-Sand- Silt Mixtures Clayey Gravels. Gravel -Sand- Clay Mixtures Well-Graded Sands. Gravelly Sands. Little Or No Fines Poorly-Graded Sands. Gravelly Sands. Little Or No Fines Silty Sands. Sand -Silt Mixtures Clayey Sands. Sand -Clay Mixtur.es Inorganic Silts & Very Fine Sands. Rock Flolor.Silty- Clayey Fine Sands; Clayey Silts wI Slight Plasticity Inorganic Clays Of Low To Medium Plasticity. Gravelly Clays. Sandy Clays. Siliy ·Clays. Lean Organic Sills And Organic Silty Clays Of Low Ptas.licity Inorg<!nic Sill.s. Micaceous Or Diatomaceous Fil'f.. Sand· Or silty Soils Inorganic Clays Of· High Plasticity. Fat Clays. . Organic Clays Of Medium To High Plasticity. Organic Sills Peat. Humus. Swamp Soils With High Organic Contents Humus And Duff Layer Hl!<hly Variable Constituents The discussion in the text of this report is necessary for a proper understanding of the nature of the material presented in the attached logs. C qu W P * pet LL PI DUAL SYMBOLS are used to indicate borderline soil classification. TORVANE READING, tst PENETROMETER READING, tsf MOISTURE, % dry weight SAMPLER PUSHED SAMPLE NOT RECOVERED DRY DENSITY, Ibs. per cubic ft. UQUID UMIT, % PLASTIC INDEX Earth Consultants Inc. (Oc;oI(~i\lli(.:c1Il:Jlgil":cr!). (j,(:lOlogisls & En\'lrOflllk~IUi.ll SdullislS I 2" 0.0. SPUT SPOON SAMPLER II 24" 1.0. RING OR SHELBY TUBE SAMPLER I. WATER OBSERVATION WELL SZ DEPTH OF ENCOUNTERED GROUNDWATER DURING EXCAVATION Y SU~EQUENT GROUNDWATER LEVEL WI DATE LEGEND Proj. No. Date Plate 2 Boring Log Project Name:_ Carbon Dioxide Storage Tank _, Job No. I Logged by: 11386 STS Drilling Contador: Holocene ~rtDate: . 9/10/04 Drilling Method: HSA Hole Completion: Completion Date: 9/10/04 Boring No.: B-1 Sampling Method: SPT of 2 Ground Surface Elevation: ±100' o Monitoring Well 0 Piezometer 00 Abandoned. sealed with bentonite ~ g (3 General Notes W (%) 11.2 12.6 51.1 105.8 63.2 55.7 29.0 No. £ O.c .!! .c J:! Q. . a. Blows ~ ~ G) it E Ft. C) en C c'1 )< t--)< )< 1 I---)< )c t-- )< 21---)< ~ 1-, )< 14 )< 31-+- )< 1-1-)< )< 41-'-)< )< t-- )< 51-..-)< 15 )< 1-1-)< )< 61-1- )< 1-'-)< )< 71--- "'" ~ 5 81-1- 1-1- 91-'- I--- 10 1-1-5 11 1-1- 1-'- 12 I--- I- 13 l-I- I-'-2 14 1-'- I--- 15 1-..- l-I-2 16 l-I- 1-'- 17 I-- r-r- 18 '-I-4 eno oJ:! en E ;:,>-en Surface Conditions: Gravel Storage Area SM Gray silty SAND with gravel medium dense. moist. (Fill) ML ML SM -becomes wet Grades to sandy SILT, loose. wet. -contains gravel LL=49 Pl=29 PI=20 Grades to gray SILT. loose. wet -contains peat stringers -becomes very loose Gray silty fine SAND, ve~ loose to loose, wet. w -approximate 2" clean sand layer ~~ ________ ~ __ ~ __ ~~~~-L __ ~ ____ ~~~~~~~~~~~~~ ________________________ -; 19 r-'- f-- ~ "' Boring Log ~~~~!!!~. Carbon Dioxide Storage Tank g Renton, Washington ~~-------------r------------~--------------4-------------~---------------,~---------; g Proj. No. 11386 Own. GAP Date 9/28/04 Checked STS J Date 9/28/04 I Plate 3 1D·1:5~Ub~S::'U~rfa':":ce:"""co;":nd~iti"":'·0-ns-d-:-ep~ld~ed~rep-"-:rese:":"":'n~t-0-ur-0""b..J.se--rva:":;tio:=-n-s':'at~th':'e=::time----a-nd-='l:-oca~tio:':'n:":':of~th""lS:"e:"xp:"lo:--ra-:-to..J.ry-:h:"O~Ie:=-. -m..:.od;.;ified::-:;b.:.y-e-ng-:-ln-ee....l...:nn.:...g-:t-es-:-ts-.-a':"na:::.Iys~IS...J and judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of information presented on this IQQ. ,. ~ ll1 b Cl (3 W 30ring Log Project Name: Carbon Dioxide Stora~e Tank· ., Job No. I Logged by: 11386 STS Drilling Contador: Holocene @HtDate: .. ' 9110/04 Drilling Method: HSA Completion Date: 9/10/04 Boring No.: B-1 Sampling Method: SPT of 2 Ground Surface Elevation: ±100' Hole Completion: o Monitoring Well o Piezometer IX! Abandoned, sealed with bentonite General Notes W (%) 39.1 8.9 No. .2 '0 r. .!! r..o Q. . Cl. Blows ~ [ Q) u: E Ft. Cl en 0 ~ 31 - 21- - 22- 1-,- 231-'- -I- enD 0.0 en E ":J6; SM Gray silty fine SAND, very loose to loose, wet. -contains trace organics 24~~----~------------------~----~~----------~--------~ GP Gray poorly graded gravel with SAND, dense, water bearing. • • • · _. -.-!.! · _. -.-!.! · _. -.-!.! 52 • _. I'·: - 25 - - 26- - 27- -,- 28 -r- -I-29~~ ____ ~-~~~~i~n~ti~ip~,,~b~lo~w~co~u~n~t~e7Ie~v~a7ted~ __ ~~----~~~--~~--_i Boring terminated at 29 feet below existing grade. Groundwater table encountered at 7.0 feet during drilling. Boring backfilled with Bentonite. Note: Boring was drilled by Holocene Drilling using aCME 850 limited assess drill rig. Boring elevation approximated using the northeast property comer as arbitrary elevation of 100'. ~~--------~--~--~----~~--~----~------T-----------------------------------------~ Cl ! Cl o -J Boring Log Carbon Dioxide Storage Tank Renton, Washington ~~-------------r------------~--------------+-------------~--------------~-----------; ~ Proj. No. 11386 Own. GAP Date 9/28/04 Checked STS Date 9/28/04 I Plate 4 Subsurface conditions depicted represent our observations at the time and location of thiS exploratory hole, modified by englneenng tests, analysIS and judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of information Dresented on this lOQ. I' ' •• 'ELOPMENT SERVICES DIVISION DEVELOPMENT PLANNING WAIVER OF SUBMITTAL REQUIREMENTS CITYOFRENTOj~ FOR LAND USE APPLICATIONS OCT 1 5 2004 RECEIVED This requirement may be waived by: 1. Property Services Section 2. Public Works Plan Review Section 3. Building Section 4. Development Planning Section PROJECT NAME: A \~jdS tJuA kJ3~r:tAf)G' ~J DATE: _£"\_,1-[ 'Z-_q~/_°I-'ct __ _ Q:\WEB\Pw\DEVSERv\Forrns\Planning\waiver .xls Wireless: Applicant Agreement Statement 2 AND 3 Inventory of Existing Sites 2 AND 3 Lease Agreement, Draft 2 AND 3 Map of Existing Site Conditions 2 AND 3 Map of View Area 2 AND 3 Photosimulations 2 AND 3 This requirement may be waived by: 1. Property Services Section 2. Public Works Plan Review Section 3. Building Section . 4. Development Planning Section 1"',,-\ /'~ If 5 PROJECTNAME: __ ~~ __ V~ __ '7-V __ L~.-__________ _ DATE: __ Y->-+--Vi---.,fJ--iJ ___ _ I -Q:\WEB\Pw\DEVSERv\Forms\Planning\waiver.xls Printed: 10-15-2004 Payment Made: ~TY OF RENTON 1055 S. Grady Way Renton, WA 98055 Land Use Actions RECEIPT Permit#: LUA04-130 10/15/200402:47 PM Receipt Number: Total Payment: 400.00 Payee: PAID IN FINANCE Current Payment Made to the Following Items: Trans Account Code Description Amount 5010 000.345.81.00.0007 Environmental Review 400.00 Payments made for this receipt Trans Method Description Amount Payment FINANCE Account Balances Trans Account Code 3021 303.000.00.345.85 5006 000.345.81.00.0002 5007 000.345.81.00.0003 5008 000.345.81.00.0004 5009 000.345.81.00.0006 5010 000.345.81.00.0007 5011 000.345.81.00.0008 5012 000.345.81.00.0009 5013 000.345.81.00.0010 5014 000.345.81.00.0011 5015 000.345.81.00.0012 5016 000.345.81.00.0013 5017 000.345.81.00.0014 5018 000.345.81.00.0015 5019 000.345.81.00.0016 5020 000.345.81.00.0017 5021 000.345.81.00.0018 5022 000.345.81.00.0019 5024 000.345.81.00.0024 5036 000.345.81.00.0005 5909 000.341.60.00.0024 5941 000.341.50.00.0000 5954 604.237.00.00.0000 5955 000.05.519.90.42.1 5998 000.231.70.00.0000 Description 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: $0.00 400.00 Balance Due .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 OEVaOPMENT PlANNING CITY OF RENTON OCT f 5 200% RECEIVED R0405585 ,-, • • I 1 viCINITY MAP NO SCALE .. . .. " .. -... - . ! . ~~.. _ .. " 0--. -~-.. ----_. -.. ~'. H---· ...•.. -;;> . /1:;=""7" ---..-.-.. . . ..... - -. ,. ,,~.--.-.-...... , ..... ' _ ......... H··-·· .. : .. :·-~··-· .. -.. : .. ';~;::.::.::.:.. .... " .. . . • --+~ •. 'r-----" .. _ .. , ... --c;,,·.:· '. '"ii' .:.-... ...,.3OV./Y .. _ \ Airgas • Nor Pac, Renton A Portion of Sections 11 & 14, Township 22 North, Range 4 East, W.M . l I / ; ,I. J/ r .' ,{ , . City of Renton, Washington I' ! I ;--_. __ . J!1(.JIl../JINS.. FI LL. Pt.JlId..JT / . {(p500--St=) • . . - --- ........ _----_._----_._---------- . . II'" -----------:-------. --. ,.:c/ .. ··IIA ... I ~_z GRAPHIC SCALE TREeT S • 0" .' .. ·-4-~:·~·._:. '?!..~::~'~ .. :~: ~ _.W.~·. _ -~~:::~:.))!:-:::: ':;\_ ~. . . -_ ... , . ,._- ( IN FEET) 1 inch = 40 ft. SIEGe ~(iILIJ/NS EXISTING C.~YEL .. EXISTING A&FHAL T PAVING (v.e:bor) c.'t"'~ .. -" --... '-, - ~'C·-c---_··_·-.. --~--~-~-. -~. ----'.~------~---.,.'.--------.. -. ~'-,----- Nc B LliLP/)J4 ABOVE ,CiRaJIV D -vt.NKS ol'lLy COI"IPRE&50R LOAD PLATFORM IIIfIf! ~ Aj L --..---~ PRCPO&ED ~4' x ,~' DIAMETER LlGlUID CAR6~ DIOXIDE TANK-&EE{i\ I~ PRCP05ED ~6~' x 1""'---... DIAMETER LlGlUID CAR6GtI DIOXIDE TANK-&EE~ ~ [~~I+-I~ -.-..... -'. '---.-" H'rD~T SOURCE LINE _~--I-T-e=-=---~-2~-'~-~,,-~--~------------------------------------------------------~.~' ________________________________ ~~ , Civil Engineers Structural EngineMS Landscape Arch~ Community PlannBrs Land SurveyOIS Neighbors TACOMA· SEATTLE 2215 Norlh 30th Street, Sun. 300. Tacoma. WA 98403 253.383.2422 TEL 316 Occidental Avenue Soolh. Suite 320. Seattle, WA 98104 206.267.2425 TEL Project Title: Tank Foundation for Renton Facility Client: Airgas -Nor Pac, Inc . 4401 Airport Way South Seattle. WA 98108 Job No. PAtrick Markal (2061 224-0433 204417.00 Issue Set & Date: Agency Review REUSE 0, DOCUMENTS ill'S OOOJ~[IIT H~ (lUi ':l~ ruClftOOIt:AU.lIN AOC(JIDANCf 1111H 'II~C 191ij~Z,J-010 NID OIA1'TER 19,~ ~(1 UlWllHCllllEII At1U1~~ (f AllY (f THE INf(RII~1KlN QI IlfS noo.P6T iIILL fiVAUDAlt ll£ DOaIlIIT, 1!If WHIflC~~QI NlO 9GIIAIIlRE tl£ IDEAS AlII IlE~S INCIl!P(RA1ID HDlEIN. AS AN rlSlRIJWElH If 1'R{JE~Al :{RIICL IS II( PIIO"ElIfY (f AliBL AlII IS NOT lQ BE USED. IN Ni(U (R IN ~AlIT. Fa:! ANY OTHER PROJ:CT W1HOIJT NmDI .w~nlH If o\HIl.. &---------------- Revisions: Sheet Title, Site Plan Designed by: Drawn by: Checked by, poe poe \ \. \\ ~ ~ ""l ~ ~ \ \ '\ \ \ , \ \ ~ I I I I I -' .. ~+-~" .. -- I I I, L_ ....- , OJ; \ ' , ( --0 L",J --,-" -, '---·--o~,~-P·'-;;I,·"-;-;:J· ---'.' "._ .... ''------._",n ... __ .. ",,01 I 1 I , " h. '" . '., '. t ... ' HOWARD FLE TCHEr? L_ .. _ W ii R £ H 0 USE , 1 .. 1 : , \,1"4 , "'- COMPANY ~ WARfHQUSr.:: , .. -.. --! o + ... ... '. " :::'. " :." ' ... ' ; V, I\, ;,- h q- "" ~ 'I Cl '" (, ;;I~,.-- li i 'I I, I I I I , • i. B -2/1 ¢ 8·212 7310100771 EXI-/IB/T ''',4'' OURL/A/GTdN Nt!'RTNERA/ /N~. Spur T,rol!'/r MS~r~ SEATTLE MORTGAGE COMPANY RENTON, Scolt?: 1"= I~t)' fny,neerlny LJ/y.~ (,) .. <> CAl>. ~ " :t::-t. ,,' '" ..., .. ~ ~q ' ..... .., I) <) WASH. ~c. 11; 1972 St: ~u~ M/;'n. s , I i I I I I , i I : / 1 i ',.' I I, i J • 1 \ $t. • '" ., VICINITY MAP NO SCALE , / , " / \ \ '. \ Airgas • Nor Pac, Renton A Portion of Sections 11 & 14, Township 22 North, Range 4 East, W.M. City of Renton, Washington GRAPHIC SCALE -50 0 25 50 100 200 .. . I / / / I' ! ! : i i i ~ """'/1: jiii5iii!!! . ~, , I . 1: I J , il/ '. I ." . . .'I;~ r',: . J. _ L' .... .. .......:. ....·,,\;,w __ . ~ ...... . ~." ... iV"" ......... J.., ... _... .' .... ...... . . ~. -... . J r:-...•... '. ::.:.'.: ....... :........ ... ,",\-_.' . ::~:-. .. . --" --. . .,..... . : .. -~.:. . .'::. . ....... . . •. • • .. . 0'" f· . ""IT r ........ ~-:: .. ~.:.. . :l~·· .. ':'.'. .~.~ •.. ~~:::cl·Z·· ... ::-),21-' _.. .;--.-:"-:·..:tv~ .. :; .. . .. .....yv. '" . '. . . ... . ... ... .... -..... ~ .. : _.. ...... .. •... .. ... . .. .. --. . c::::;·.";'::,,:,· . '. . ... ..':.. . .. ;c."..· .. CO'::';:':' •• .C'.-:: .\' [p7 '" V '\, ~/ "1/'" V "'-l.-/ "'-.l/' ~ :! y~~ 'l..'~;;;l~ Y~X,:&.~~,;t:'~: : ~ ( IN FEET) 1 inch = 40 ft. . . " ! ! i.l/ / '.J. I K I , ... -.,--·1------ I " .. ' .. 0.' __ -, ' \ r-EXISTING G~YEL -~ 6{J141JIN&. , FI L.L. PLAt-JT / . (fe>5 00--S;=) . , \ \ _ ..... _.. ___ " • -'.w' .~. EXISTING ASPHALT PAVING ,. , SITE PLAN CD ----------------------------------------~1 p' = 21Z>t _011 • I , I , * I , . , . -. .-~----" I EXIST HYDF<ANT I SOURCE LINE Civil Eng/neelS SII1Jctura/ Engu-s Landscape Alchn_ Community Planners Land Surveyors Neighbors TACOMA· SEATTLE 2215 North 30th Street, Su~e 300, Tacoma, WA 98403 253.383.2422 fa 316 Occidental Avenue South, Su~ 320, Seattle, WA 98104 206.267.2425 TEL Project Title: Tank Foundation for Renton Facility Airgas -Nor Pac. Inc. Job No. 4401 Airport Way South Seattle, WA 98108 PA trick Merkel (2061 224-0433 204417.00 Issue Set & Date, Agency Review 10-02-04 REUSE OF OOCUMENTS JHI\ O~T IMS OCEH ;:I(2IED flEC1R(fHCM.lY I~ .u:oomNt(( RlH WAC 196-1~-010 I.H[l (l:t.IPiI.ll 19.34 RCYI. UNAliTIDIIZEtl oIl1[RAn(fl (f ,.~y (f IllE tI!f(RI.IAlM (fIllIS 1IOCUIDIf M.lIHYAUDAIE Ill[ OOOJUElIT, NY CElIIJfICAlIllI AIIl SlCNAM£ lH[ I((AS AI[I CE;:I(2IS NCCIIPoo.l[tI f£lI<JN, /.S AA INSlIruWENT (f PI«.fl:~(IIAl SUlIIU. IS lit: mtJ'tRfY (F I.II8l ~p IS NOT TO &: U&J), IN '1IH(l,[ (R IN PART, fill AAY om ffiO"E(:T IllIlOJT IIIlrrtN AlJIll(AUll(tl (F AItL &----------------- Revisions: Sheet Tille: Site Plan ~ ~ ~ ~ J ~ ~ ~ i g Designed by: Drawn by: Checked by: § poe poe ~ ------ ------\-- - o o o o o 1 \ (3)TYPAT -BOLLARD /' /' r-------, I 1 1 1 1 1 --1---1--- I 1 I 1 / I I 1 I 1 I 1 [ I I 1 \ I I 1 \ 1 I 1 '\ 1 I 1 ',I I I 1 ~--I--~+----1--- 1 I I 1 ~ ------1---+ + ---1--- /'/' I I I I I 1 II I / I II I I 1 II 1 I 1 II 1 \ 1 II 1 \ I II 1 '\ I II 1 " 1 I I 1 ~------I----1--- 1 1 1 1 1 1 L _______ J 6'-0" o o 1 L---J---+ 1 1 1 1 1 1 "'---S' -IZ''' MINIMUM DISTANCE TO EXISTING FENCE LINE EXISTING FENCE LINE ---------------------.--------------------1--" I-~~",_,---_T 1 1 1 , 1 1 1 '\ 1 I I \ \ 1 I I ) ~ 1 I I _' r-1 I I SIZ' TON TANK (Ell' OTHEI'<5) 1 I I I I I I i-------.J 1 j / I /' ____ --_ --_ --__________ --____ --___ I----- ----_L......J......J....-L 1 1 ---------------------------------~-r_~_.--------~ SIZ' TON TANK (Ell' OTI4EI'<5) I I', 1 r-------J '\ I 1 \ 1 1 \ 1 1 I 1 1 1 1 1 1 /' /' ( I ---------------------------------~ -----~ o o o o o 1 1 1 L ______ .J o o o NOTE, VEF<IFY ALL DIMENSIONS WITI4 TANK euPFLlEF< I S'-IZ''' MINIMUM DISTANCE TO EXISTING I FENCE LINE I I I o I I I ~ ~~L~A~~~I,--~,,--------------------------------------------GD ~~ -: TANK cpUloDLE , , , , TANK SUPPOF<T AT TANK SADDLE , CF<ADLE , T AND ElEAM (2) IS CONT OP OF WALL " , " 3'-el" r • L ""'OG,,:~1 " " ..Jl. .. --FACE WI STD 14OOK. TI • ON BOTTOM-TYF (2) IS CONT BOTTOM ______ '" ~ ~ , - OF WALL ~ • -, --------------====r=~?==':::1 -------------- f'.-1'_011 " v----~OP II! v,' x a" x 1Z"-'3" WI 5116 V2v, I~ I. 311 ~", '~ (21'4'" TI-IF<D F<OD AT " .J. 1. 6" c;,..I6E EHEIED 12" WI I-IIL11J,iYIS0 :111' l: : \ WASHEF< Ie Jr." x 4" x 0'-'3' '!; HAII<F'INS 4' Ot:.. TYP .. ' \':\ , f-I--" AND III AT TOP OF WALL =:J.,' 'II I, : I , I: ,,[illil ~illIIT~F' ~" .' /. /. .' /. ~ • 11 1:-'':: '-~1I1illh1illh T1U'- -"'=11 1- 2" CLF< • l , (1) ~ TOP AND.-I BOTTOM EVENLY SPACED k • ,. / / • !I! "'d . N ,. ,. ., • • '\ ' 1"':;:111\" -"I~ll,llllilllllillI11lJ l 'II-II' 6'-"~ , ~ "3 TIES c=:J AT 12" Ot:.. UNDEF< WALL "3 TIES c=:J [[[[[ AT 3" Ot:.. STAF<TNG IS" EIEFOF<E END OF WALL AND EXTENDING TO END OF FOOTING . '" , - 6 E c:. T I C::::::::>N ® ~----------1 2 JlI II I'-€)II SLOPE CONC. TOP AND -----.,-~~'iI-----------_,. PAINT TO MATCH POST • I I I -~~: ·C eXIST GF<ADE r 4'" x 1'-0" LONG CONe. FILLED STEEL PIPE IN 36" DEEP CONeF<ETE FOOTING FEILD PAINTED TO MATC14 BUILDING I ~ I' ~ I ILl I • I 1 ~ I 6E c:. T r C::::::::>N l 1'-6" l 0 -=--==--------'---4 p' • \,_,,11 /~ '-.:..J -'-. tn.L!.!lll!l " ·.,1 ~ JUST OUTSIDE TIES AT 12" ot:.. SEES IS' ( y. L TI S AT 3" Ot:.. E SEES ",1 _III =i W 111'-'-I W 111=111'-'-I rT~ -. I 1-111==111==111-_ I I' 3'_~U FACE Of' WALL 6 E c:. T I C::::::::>N 0 ---------3 I" = 11 .. ,,11 I I I I I J 1. SlRUClURAL NOTES ANY DISCREPANCY fOONO AMONG THE DRAIINGS, SPalFicAlIONS. THESE NOltS, All) THE STE caD110NS SIOO. 1£ REPaI1ED 10 THE ENGINEER. lItO SIOO. <XRlECT SUCH DISCREPANCY IN IRlIIQ. AllY IIIlRK D<N: BY THE aJl1RACTIlI! ArnR DISCOIe<Y (f' SUCH 1.2 OOIES !!ii-~~ DR AU.EREC11(IN SHORING. 1.2.1 AU. IIE1HOOS. UAleaALS All) 'M:IICIIANSHI' SIOO. caF1RI 10 THE 2003 IN1ERNA1IOOl _ COlE (IBC) AS AMEMIED ANI) AIltPTfl) BY THE lOCAl. _ AIJllmlY. 1.2.2 AU. REFERENCES 10 OllS! COOES. 5TANOAROS All) Sl'EGIIlCAllCIt. (AO, AS1II, E1t.~ SHAlL 1£ FIll! 11£ LAlEST (R MOST CIJRfiENT EIlTIClI AYAIlAII.E. 1.3 IlESQI <H1ERIA 1.3.2 OONCEH1RATED LOmS: AlL IIANlFACMERS (f' PRE-ENaNE!R£D CXU'OENTS (II S'ISlEIIS SHAU. LOCATE. COOODINATE. IUlfY _rs. rn:. (f' IoIEQiAN1CAl. IHTS DR 01HER OONCEH1RATED LOADS All) IlESQI 1HElR S'ISlEII FQI THESE UIAIIS. 1.3.4 LA1ERM. LOADS: U4.1 .." PER lie SEC1lO< 1601 BASIC ION) SPEEI), as 1I'H ElII'<l9JR(; B ION) III'CRTANCE FACTIlIl (I,,~ 1.00 1.3.4.2 SElSIIIC: Pm IBC s:EClICW '.,3-1617 STE a.ASS< o ..... td .9127 138.9111 47.61X 7.41< U 5(1. DATA AU.OWAIlE S1 PRESSlK 1,500 PSF. AllOW J3-1j31 IItQiEAS[ FIll! LOADS FROI ION) QI SElS11C ORIGIN. sa: GEOlEDIICAl ENQNEERING REP(RT BY EAR1H a:lfSll.TAHTS £-113116. DATED SEP1EII8IR '0., 2004 1.1; INSPEC11ON/1ES1ING REQlIIIiEIENTS INSI'EClIONS BY IHE _ omaAl ~BC sa:nON 109) 1.5.1 FOONDAnON INSPECI10N SHAU. 1£ UI« ArnR EXCAVA110NS ME 0IIIRE1E ANI) ANY REQURED __ IS IN PlACE. ANY REIIUiRm FIlItIIS SHN..L 1£ IN PUa P1IOR 10 ItSPECIItW. 1.5.2 CIII«mE SUB ON UNDER FLOON ~ SHAU. 1£ 1IADE ArnR All UNDER SlAB ADCESloORIES AND RElNFtI!C8IfHT ARE PlACED AND PRlON 10 aJICRE1E SUB IUCOIENT QI F1.OOR Sl£AlItNc INSTAUATION. 1.5.3 IN AIIIlInON 10 THE INSPECIION _ AIIOIf. THE _ 0fFI0AI. IS AUlHIIRI2ED 10 UAt([ (II REQUIRE OllS! INSPEC1ION (f' ANY _ IIIlRK 10 oISCSIToIIN COI'IJANCE IIIH lIE _00 (f' 1HE Be. S1RUClURAL TESTS AND SPEaAlINSPEC1lONS (IBC !lW'IER 17) 1.5.5 sa: FROo£CT SPECII1CAlKINS FIll! rMIUTY ASSUR.\IICE PlAII. 1.5.8 1.6 SHIll' DRA_GS 9JIIUIT SHIll' (RAIlINGS 10 MallTECT/fHQIm FIll! THE __ Gt 1.6.1 R£JNFONCING S1EEL 1.7 IISCEl.lANEllUS \. 1.7.1 ~ AU. DIUENSICIIS ANI) CIIIIlI1IOI4s IN THE FELD. 1.7.3 CCIISlRUCIION IlETAlS NOT SPt:CflC/U.y _ CII 11£ DRAIIINGS SHAll RIl.OW SIUII.AR IlETAlS (f' SECTIONS (f' 1HIS FROo£CT AS APPROIm BY THE MallTEcrftMGHER. 1.7.5 2. STE IIIlRK 2.1 EXCAVATION EXCAVATE 10 DEP1H SHOItl .... 10 FIRM lINDI&nJASED MAlERIAI.. CMJHXCAVAlKINS SHN..L 1£ BAaCFUm IIIH WH aINCRE1E (fc-2,ooo PSI) AT THE CC111RAC11R'S _ ElIEIIQSE DIIIEJIE em: DURING EXCAVATION 10 AWl) DMAGE 10 BUIIED IHS, TANKS. AND OllS! IXItCEM1D I1EIIS. UI'()H DlSCOImY. DO NOT PROCIED IIIH IIIlRK lIN1l. A£CEII1NG IRTIEN INS1RUC1IONs FROI THE ARQITECT. A COIPElENT AEPRESENTAnl£ (f' THE OINR SHN..L INSPECT All FOOlING EXCAVAlKINS F(II SUTAIIllTY (f' BEARING SURFACES PIt.,. 10 P1.ACEIENT (f' _ S1EU. _ ~AGE AS NEtESSMY 10 A'tU) WAlDHi(11UED SlIlCiRME. 2.2 ru. SAa<IU AND CXIIPAC110N BACICFIU. AGAINST WAU.S SHAll NOT 1£ F1.ACED RENOVAl OF All UA1EIIAI. SIJIIo£CT 10 ROT (II FlJ. PlACED AGAIIIST mAltING WAllS <R 1£ FREE _ GRAHI.UR UAlERIAI.. lHAN PEA GRAWl. SHAll. IE <JW«.IlAR AND CClPACTtD TO AT lEAST 95S CF,:i~g~~~,.~!!~~!9! AS IlE1ERIINED BY ASIU IHlI!i7 (MOO, r (STANOAIIl PROClllR~ I'EA GRA\U. FlU. SHN..L PAR11Q£ SIlE (f' 31r IIIAMElER. 3. S1RUC1URAL CIII«mE 3.1 GaIIRoII. 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FIll! _ (f' AS1II A706 GIl eo R£8AR, 80 K9 FWllIlEfAl 3, FIll! _6 (f' AS1II A115 GIl 60 R£8AR, 90 K9 FWllIlEfAl 5.2 FON AU. _ (f' R£INFIIIICING S1EB. N(IN PREQUAUFID IIEUlS ANI) All 'IEl.IlINC (f' CIIIoFQfIIIS MOf ME PART (f' THE SEIS1lC f\RCE RE!ISIING SISIDI, aJl1RACTIlI! SHAU. SUIIT A __ RE Sl'ECflCA11ON (IPS) 10 ENCINIER FIll! AI'I'!ICML P1IOR 10 _ EAaI IPS SHAU. I1Ia.lD: All NEJ:ESSAR't ___ BY AWS 01.1. lSI 01.4 NI) AS Rl1.OIIS: 1. AFI'I.ICA8l£ BASE IlEfAl 1lI'ES All) nta<NESSES 2. 5mQi (f' oONT INIlICAlING N'F\JCAIlE _ _Al PASSES SIOO. 1£ IIIEN_ ANI) NIJIII£IIEI) 10 IlENlfY 11£ SEQWNCE. THE SI([TOl SHAU. I1lEIIlfY THE _ 1IIOOIESS .... I£MI..,IH. It NO CASE SHN..L lIE !.AlB! ntaO£SS Exam "0' N(II THE BEAD ..,IH Exam 51r 3, PREIIEIoT REClllAElEHrs. ~ ELfCm!CAI. atoIRAC1ERIS11C (I.E.. aMNT, IQ.TAGE, 1RA\U. SI'EID. £1C.) aEClR(U IIMIEIER SHAU. NOT EXCEED PREQUIUIED lilTS PER AIlS 01.1, PWQW'HS O.U. 4.7.~ 4.14.1.2. ANI) 4.14.1.3 AS N'PUCAIIL FIll! FUJlI ami NIl; _ (ftOW). El£C1ROOE IlWImR SHAll NOT Exam lit' 5.3 S1RUC1URAL SIm Ul All IlETAlING. , __ , ANI) ERECllCII SHAU. 5.12 UO U' U7 Ul0 U12 COIFIIRII 10 THE _ "llAHUAl (f' SIm aJIS1RUC1ION; lAttST EIIIIION EXCEPT AS _ BY SEC110N 1.1 (f' THESE SlRUClURAI. NOTES. SIm lUTES SHAU. 1£ AS1II A-36. ~PE O1lIINS SIOO. 1£ PER AS1II A5J, 1'11'[ £ .,. S. GRADE B (f,. 35 K9~ 1IIE _ SHN..L II[ PER AS1II _ QWlE B try -~ K9). UAQlINE IQ.TS 9WJ. BE AS1W A~ EXCEPT AS HOlED. -8111.TS SHAU. 1£ AS1II A-36 EXCtPT AS NOTED. 1HRU-WAU. All) IIRlIfD RQ)$ SHAU. 1£ AU. -IHREAD. (Fy-38 K9~ EPOXY _ SIOO. 1£ III.fl HYl50 (DR APPROIm EQUAL) FIll! "lJD BASE UAIBlIAL (II III.n HY20 «(II AI'PROIfl) EQUAL) (1I1H SCREEN 1IJIIE) FIll! HIIIiOW BASE IlAleaAL 1HREADED RIIII SHAll 1£ III.n 'ST_ HAS' IlIt£SS NOTED OllER'llSE. IlEfAl PI!OTE~ AU. SIm ElIPOSED 10 EA1H£R. 1KJS1URE. Do ON AS NOTED SHN..L 1£ GAlVAMlED FO AS1II ...... ,23 (II AI53 AS APPIJCAIlE. All ollS! SIm SURFACES SHN..L 1£ SHIll' P11IED ArnR FAlRCAllCIt. IJI1U. ANQfS SHAU. HAI£ A -.. (f' I.S OZ (f' lINC S'El..1ER PER SQUARE fOOT (f' SlIFACE AREA. REPAIR All OAMAllEO MIEAS (f' GAlVAIIlED PARIS SUCH AS FELD 1IEUlS. £1C. APPLY COAlING ntaO£SS GAEATER 1HAII (II EQUAL 1V IIRIGIIAl 2INC COAlING 1HICKNES5. CMI EnglneeJ'li Structural Engineers Landscape AJ<hIIects Community Planners Land SUlVeyOfS Neighbors TACOMA· SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 984113 253.383.2422 TEl. 316 Occidental Avenue South, Suite 320, Sealtle, WA 98104 206.2672425 TEL Pro jsct Title: Tank Foundation for Renton Facility Client: Airgas -Nor Pac. Inc, 4401 Airport Way South Seattle, WA 98108 PAtrick Merkel (206) 224-0433 Job No. 204417.00 Issue Set & Date: Agency Review 10-02-04 REUSE OF DOCUMENTS l\fi !lOCVIIENT liAS lIEN SlQiElJ !lECllIOI/ItAl.l.Y IN ACC~CE: \11TH WAC 196-Zl-01ll /lID OlAl'lFJI IIU. aer. UtlAUllI(ji!ZEIJ ALJ('lIAlICtI (J AllY If JI£ H"ilNAlKJ! IIIl1fS OCOJIIENT wu. INVAlJDATE THO DOCIAllIT. WY<Dl'IFlCA)j(Jj /,NO ~AIII!E nt: iD£o\S Nt[) OCSIM 1NC000P(ftAiID HEReN. AS III IISIR\IW[NT (F PRCfE5SIOIIIol ~"'II. fS 11{ I'RCI'!:RN (J JHBL NiP IS HOT m at: usro. ~ N!U.E III II PART, f(R AllY OlHEJlPRO.£CT iIIJHWT MUIDI MllHalIZAJK»i (J NI!l.. ~------------------- &----------------- Revisions: Sheet Ti tie, Foundation Plan and Details Desianed by: PDC Sheet No. Drawn by: poe Checked by: ------_ ... __ ._------------------_ ... --.. . .----. --" ---. ---~~---._--.-----... --.... --------- ~ ... I ~ (I) ...- C'I . ~ ... I ! ~ ! ~(I) ~ ~ • u • -l • -l -Zf- 00::: t)::J Z ::JO ::s o:::U tn(5 CL Z-W OGj ~ U(!) C/) (f)CI ClO::: 0::: ~ Z > ..J CL OJ Cl ~Z IJ) -'" 00 '--~ ~E-4 .~ E-4 Z :;:; ::J -~ Q. U~ '-. '" . ~ ;g ::J ~ (lJ '-. '" .~ ~ 11 c c 0 0:: iii !, ·i Ii I~ I! OWNER/DEVELOPER: RIDGEVIEW COURT LLC CONTACT: CLIFF 'MLLIAMS P.O. BOX 2401 KIRKLAND. WA 98083-2401 PHONE: (206) 714-7161 REGISTERED ENGINEER: AMERICAN ENGINEERING CORPORA nON CONTACT: CHERYL GIRARD 4032 148TH AVE. NE REDMOND. WA 98052 PHONE: (425) 881-7430 LAND SURVEYOR AMERICAN ENGINEERING CORPORA nON CONTACT: GARY CHRISTENSEN 4032 148TH AVE. NE REDMOND. WA 98052 PHONE: (425) 881-7430 LEGAL DESCRIPTION PER PACIFIC NORTHWEST TITLE REPORT. ORDER NO 506681 DATED FEB 13. 2003. THE SOUTH HALF OF THE EAST HALF OF THE NORTHEAST OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15. TOWNSHIP 23 NORTH. RANGE 5 EAST. W.M •• IN KING COUNTY. WASHINGTON; EXCEPT ALL COAL AND MINERAL RIGHTS CONTAINED IN RESERVATION OF RECORD. AND KNOWN AS A PORTlON OF TRACT 4. OF MARTIN'S ACRE TRACTS. AN UNRECORDED PLAT; EXCEPT THE EAST 7.5 FEET OF SAID TRACT. BENCH MARK TOP OF CONC MON DOWN 0.7' IN CASE AT THE CONSTRUCTED INTX OF NE 4TH ST (S.E. 128TH ST) AND 140TH AVE S.E. (N.W. COR SEC 15) . ELEVATION: 401.02' ELEV. FROM CITY OF RENTON CONTROL SHEETS, POINT 1503 VERTICAL DATUM NAVD 88 HORIZONTAL DATUM WASHINGTON STATE PLANE. NORTH ZONE. NAD 83/91 BUILDING LANDSCAPE GRAPmc SCALE I P 2'0i!!jiiiiiiiiiiiiiiiiiili 1 INCH -20 IT. TABLE '0 ~ ~:I ..;- II dO • ~~~ / LOT # LOT SIZE BUILDING % BUILDING LAWN % LAWN (SF) SIZE (SF) COVERAGE AREA (SF) AREA ~ ~ vi ~ ci ;i ui .J 02 ':Ii. U 1 4446 SF 2 3600 SF 3 4893 SF 4 3371 SF 5 3344 SF 6 2849 SF 1210 27% 1888 SF 42% 1210 34% 1324 SF 37% 1210 25% 2199 SF 45% 1210 36% 1197 SF 36% 1168 35% 983 SF 29% 1119 39% 1213 SF 43% I I I I I 7 3187 SF 1118 35% 1000 SF 31% 8 5831 SF 1211 21% 3026 SF 52% w I;j: Cl >-III 9 10 11 12 13 14 15 16 17 18 19 20 NOTE: 3928 SF 1210 30% 4120 SF 1210 29% 4342 SF 1210 28% 4340 SF 1210 28% 4065 SF 1049 26% 3117 SF 1082 35% 2725 SF 1186 44% 2779 SF 1176 42% 3683 SF 1210 33% 4835 SF 1210 25% 3600 SF 1210 34% 4105 SF 1210 30% z REFER TO LANDSCAPE PLANS BY OTHERS FOR §l DETAILED LANDSCAPING DESIGN/LAYOUT. GS a:: 1356 SF 35% 1541 SF 37% 1621 SF 37% 1620 SF 37% 2216 SF 55% 991 SF 32% 1036 SF 38% 1031 SF 37% 1383 SF 38% 2107 SF 44% 1267 SF 35% 1633 SF 40% ECOMME DED FOR APPROVAL American Engineering Corporation Engineers • Planners • Surveyors BY' ____ ~---_DATE'----4032 H8th Ave. N.E. Redmond. WA 98052 PHONE (425) 881-7430 fox (425) 881-7731 ~ ~--------~F~lIe-p~a~th~&~N~Om~e-------~ P,\2003\0312\Englneerln \Dwg\e0312spl.dwg 10/14/2004 07,57,04 AM PDT 0312sp1.dw9. 10/14/200409:25:24 AM, HP750C 24X36L.pc3 BY' ____ -f-_____ DATE' ___ _ BY' ____ ~----DATE'---- BY' __________ DATE' ___ _ . ~'., n. (..j 0 to 00/.1 Iii Tt. '1() 'HI l" "", .... SECTION 15 TOWNSHIP 23 NORTH RANGE 5 EAST W.M. , 16 '" A " ~ 15 13 . ~. .20' PRIVAT" ACCESS A~D ~UTILITY --'--'- ~ " A .. '--..... PRIVATE ACCESS AND UTILITY EASEMENT :a,. Q~~ "Ir'\ \-" I 17 14 ~, ("''''''''' Il. HI.' I " • I I I I I I I I I 4 7 " " .~. TRACT A STORM WATER DETENll0N 132' T, L flnt,1 .. , u .. ,. I -.....1 A 5 " . . 6 AREA (TYP) ~, Il. ........ r .... Ul1:> : 1---11--LANDSCAPE DESIGN FOR TRACT A BY OTHERS. REFER TO LANDSCAPE PLANS FOR MORE INFORMA 1l0N. EXPIRES 05-07-2005 SITE PLAN, 1 OF 1 AEC #0312 \ I , I I ! , o o Cl o o I 0::: o CO I '-' W :z 10. '" o w !;( o z o Vi ~ 0:: ---~~--~----------------- 0020 32 (0.70 Ac.) 4 ).45 Ac.) SECTION 15 TOWNSHIP 23 NORTH RANGE 5 EAST W.M • ~ m z m 9140 (0.24 Ac.) . 1;- 'r !:J> 1< ·m Iz jm 1 1 1 1023..,,- 9 1 102305 9425 (1.21 Ac.) ~~--~--~~-NE4thST----~--­ ~ ... Ac.) 18210 )008 18210 )016 518210 0009 5 8210-0010 518210-0013 518210·0012 ~ 518210 0080 10 9 518210 0069 518210 ~0020 518210-0081 " 518210 0068 ~C 518210 0031 ?-1>& ......... _18210 o o 518210 0041 SITE 518210-0049 152305 9094 (0.58 Ac.) 152305 9124 (0.44 Ac.) 152305 9031 (0.46 Ac.) 152305-9034 (0.98 Ac.) 152305-9036 (0.98 Ac.) w C/) 152305-9212 I C/) w 152305 (0 82 Ac.) > r-------__ ~IW 152305 9057 (0.29 Ac.) 152305 9084 (0.20 Ac.) 152305 9145 (0.64 Ac.) 152305 9112 (0.30 Ac.) 1-1-52-30-5-.-.JJ-------l 152305 9072 9178 -9072, (0.27 AC.) (0.14 Ac.) 152305 9075 (0.81 Ac.) 152305 9032 (3.88 Ac.) 152305 9206 (0.75 Ac.) « 9030 r---> .c (2.14 Ac.) -1 305-921 152305 « ------1---_-1 ~ ~~) 9~6 ~ 152305 9002 (1.33 Ac.) 152 9222 (1.20 Ac.) ,~ ~ 152305 ~ (0.49 Ac.) 'IJVI -'-'-' NE 2nd PL =-.-=--.=-.-=.-.=-._=._.~--~"--~-L-~---.J ('/) ------r--+-~SE~SI_T _ ('I) ~ ~ . __ --=9:...:::;205 h .. ~. American engineering Corporation Engineers • Planners 4032 14Bth Ave. N.E. Redmond, WA 98052 • Surveyors 518210 0084 252550·0440 518210 0051 RECOMMENDED FOR APPROVAL By, _______ DATE: __ _ By, _______ DATE: __ _ 152305 9213 (1.12 Ac.) ,. 152305 9214 (1.02 Ac.) 152305-9215 (0.98 Ac.) 152305-9038 (0.96 Ac.) 152305 9015 (4.16 Ac.) " 1 (1. '-ACY-'-'-'--' : 152305-9044 i (0.46 Ac.) 152305 9223 (0.73 Ac.) 1 ir-----~~---r----L-------~ i 152305 152305 i i 9177 9207 (0.30 Ac~) (0.29 Ac.) it------'---_-I i .152305-9082 i (1.30 Ac.) 1 1 :-.-S E 132nd ST :-.-._.-._._-_._._. i i 1 i 1 1 i i 1 i i 152305 9018 (3.78 Ac.) 1-+-+-11++--1 PHONE (425) 881-7430 Fox (425) 881-7731 By: _______ DATE: __ _ o ~------~~~~----~ By: _______ DATE: __ _ z L 5 48 (1.04 Ac.) ._,_._.-. 692800 0010 SE 132N '-'-'-'- 50 GRAPHIC SCALE o 50 100 200 ---~ ---.-1 INCH -100 n. NEIGHBORHOOD DETAIL MAP1 1 OF 1 AEC 10312 ,.------------------------_________________________________________________________________ ..... ____________________________ .. __ rm._ .. __________________________________________________ ~ .. SECTION 16 TOWNSHIP 23 NORTH RANGE 5 EAST W.M. I .... k--fL -~I'-vm.94 -.::t, ~I , I TL ()O/.1 TL ,-.,,, ''''1iIII I II I .. ". lilli' ,,, .. , 'lit' I I 39' ~~~I)~VATE / I I I I 5' PRIVATE STORM DRAINAGE EASEMENT 18 " ...... ",~~ AND UTILITY EASEMENT TI nWH I.. "" 'v • "-Qe.;~ TL 1H:; RECOMMENDED FOR APPROVAL BY: DATE: BY: DATE: BY: DATE: BY: DATE: Revisions Dote No. Dote By 9-29-04 Scole AS SHOYIN Drown NB Designed RS Checked 80 P:\2003\0312\Engineering \Dwg \e0312pe1.clwg 10/13/2004 10151:54 AM PDT '_UAO~ KEYSTONE WALL WITH REINFORCEMENT (6' HIGH MAX) S' PRIVATE STORM DRAINAC EASEMENT 1 f .. :.. .• , ·'~ao:'1.: ... i· --O~ ___ -'10' PRIVATE TRACT A STORM WATER DE1EN 11 ON UTlLlTY EASEMENT 'Y" (lnt~ 1 I l. ~ ,., ", GRAPHIC SCALE 20! ,;o.c.o 80 ~_ I -~ d 1 INCH -40 FT. 9/29/~ OWNER/DEVELOPER: RIDGEVIEW COURT LLC CONTACT: CLIFF WILLIAMS P.O. BOX 2401 KIRKLAND, WA 98083-2401 PHONE: (206) 714-7161 REGISTERED ENGINEER: AMERICAN ENGINEERING CORPORATION CONTACT: CHERYL GIRARD 4032 148TH AVE. NE REDMOND, WA 98052 PHONE: (425) 881-7430 LAND SURVEYOR AMERICAN ENGINEERING CORPORATION CONTACT: GARY CHRISTENSEN 4032 148TH AVE. NE REDMOND, WA 98052 PHONE: (425) 881-7430 LEGAL DESCRIPTION PER PACIFIC NORTHWEST TITLE REPORT, ORDER NO 506681 DATED FEB 13, 2003. THE SOUTH HALF OF THE EAST HALF OF THE NORTHEAST OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT ALL COAL AND MINERAL RIGHTS CONTAINED IN RESERVATION OF RECORD, AND KNOWN AS A PORTION OF TRACT 4, OF MARTIN'S ACRE TRACTS, AN UNRECORDED PLAT; EXCEPT THE EAST 7.5 FEET OF SAID TRACT. VICINITY MAP N.T.S. PROJECT DATA: TOTAL AREA (SF): TOTAL AREA (ACRES): 104,373 2.40 NO. OF PROPOSED LOTS: 20 EXISTING ZONING: LOT SIZE TABLE: SQUARE FOOTAGE OF LAND IN SENSITIVE AREAS: SQUARE FOOTAGE OF LAND IN PUBLIC STREETS/ROW SQUARE FOOTAGE OF LAND IN PRIVATE ACCESS EASEMENTS CENTER SUBURBAN (CS) LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 TRACT "A" o S.F. 14,012 S.F. 4446 SF 3600 SF 4893 SF 3371 SF 3344 SF 2849 SF 3187 SF 5831 SF 3928 SF 4120 SF 4342 SF 4340 SF 4065 Sf 3117 SF 2725 SF 2779 SF 3683 SF 4835 SF 3600 SF 4105 SF 8609 SF 20,245 S.F. BENCH MARK DENSITY PROPOSED 12.42 D.U'/AC=(12 D.U./A.C.) VINEYARDS CONSTRUCTION, RIDGEVIEW COURT L.L.C. PRELIMINARY PLAT PLAN ~ 131 El..FJ TOP OF CONC MON DOWN 0.7' IN CASE AT THE CQNSTRUCTED INTX OF NE 4TH ST (S.E. 128TH ST) AND 140TH AVE S.E. (N.W. COR SEC 15). ELEVATION: 401.02' ELEV .. FROM CITY OF RENTON CONTROL SHEETS, POINT 1503 VERTICAL DATUM NAVD 88 HORIZONTAL DATUM WASHINGTON STATE PLANE, NORTH ZONE. NAD 83/91 MIN. DENSITY ALLOWED =10 D.U./AC (tiCS ZONE") MAX. DENSITY ALLOWED =20 D.U./AC ("CS ZONE") Amerloan Engineering Corporation Engineers • Planners • Surveyors JOB NO. pP J 4032 148th Ave. N.E. Redmond, WA 98052 PHONE (425) 881-7430 Fox (425) 881-7731 Dote Plotted Plotting Scale File path & Nom.e 9-29-04 AS SHOWN A-rt 0312 SHEET 1 OF 1 '-.J _____ :CEDAR SHINGLE SIDING iAlHERE SHOiAlN _ ... -- CUL ,URED STONE VENEER __ --' INSTALL PER NFD. SPEc:'IFICATIONS Ff"<.ONT ELEVATION SEE 6ENERAL NOTES SCALE, 1/4" ~ - - - - f--. f--. f--. f--. r--' ----------------------------.-.- . _. NOTE. I. FINISH FLOOR OF EVERY HOME --. I-- TO BE AT GRADE PER GRADING PLAN 2. ROOFS TO BE r.12 OR LOJr.lER 3. NO MECHANICAL EQUIPMENT OR OTHER STRUCTURES TO BE ON THE ROOF 4. ROOF COLOR TO BE LIGHT TO MEDIUM GRE f COMPOSTION SHINGLES - 5. HOUSE COLOR-Jr.IHITE OR OFF-Jr.IHITE TRIM Jr.IITH BEIGE, GREY, ALMOND, OR SAGE BODY ~ _._- . ------e-.. -.-._----........... _.-r--'--.- I , 1-._-.- ---.- . . - .. -.. .---,--- ,--_.' ,. -. ~ = 1'-0" --_. --,,---.. -. 1-----f-... -... ---.---- ---.. --= I-.. ,---,--. I--""---, -,---.. . I---I---I---- -D D D D D D D D I--f-- Iii --r--f---.. - ~ -1---r--.- -c-r-- -D D D D D D D D r--f---f--. f----- -I---.--"-.- --f----r--f---D D D D D D D D -f-- I---.. --f--. - I-----1-_. I----r-f-- 1--.. _ .. J D D DIJ DD 1 ~ f--.-- I---... -- I-----_ .. f---_ .. - f"<.EAR ELEVATION SEE 6ENERAL NOTES SGALE. 114" ~ 1'-0" - - - ASPH~'L.T COMPo SHINGLES ON 15~ FELT METAL. GUTTER ON Ix8 F)\SGIA BOARD () I If FIN. FLR. HAIN ~k- J,!FFER FLQ_OR I"..J., .... • I · dl FIN. FLR. I.)PFER ---- HAIN FLOOR F.L. ---- () I · \r FIN. FLR. HAIN ---' ~ · I dl • () · \r UFFER F.J,.OOR F.L. -----+ FIN. FLR. UFFER / -.-~~ HAIN FLOOR F.L. - '--f--r;:: I-- FIN. FLR. HAIN ; ~ - SQUARE FOOTAGES MAIN UPPER TOTAL GARA6E ---. --c----- r-'--- - . . . -... f--.. r--.... ._. . . .. -,--"" . -.. -.. ... ... . _ . _ . . - "110 "1iB IBBB 420 .-Irl 10 f---f--._-e---f-- -_ ... - -----~--- -- -- .- . . .. ._- --- .. --.- - . ---~----._ .. .-._-- . . .- - . .. .- THIS FLAN TO 60 ON LOTS U I I~ - --- -' _. _. - ----------------------.---__ ~ ___ . __ l.. ______ . __ -_. ___ . __ _ -- --Iil-~ .-- -- -- f--.---.----f-.--_ ... -. ---- f--. . i 1------_ ,------D'D . -. I JI 1---.-._-- 01:= RI6HT ELEVATION SEE 6ENERAL NOTES SGALE. 1/4" ~ 1'-0" ~~ _. D .. ... [[] ----_.-- 1---. _. _. --------.-~-------~ - . .. -.. ---. --- .. ".-, .- -- . .. . - .. --1 .. .. . -.. ----- . . - . -. LEFT ELEVATION SEE 6ENERAL NOTES SGALE. 1/4" ~ 1'-0" -/"5 J . , - _. .. _ .. -- -- -- -- -- =C __ ==_-=--=-.. == ___ C""_ -- .. -._._._-----.. -- =:-.===~.:::= .... -------========._.----======_ .. --- UFPER FLOOR P.L.. ---" • -I dl ~ FIN. FLR. UFPER -- -~ HAIN FLOOR F.L . -- - f---J =- () I If D .. -- FIN. FLR. HAIN date. 10-08-04 permit • revisIons: 00-00-00 SHEET OF AI A2 --~-- - - - . ~ ~~ 41 I II 1""---- -·v , ~ , . /0.. A~ - --- ----/'/ II I II I~' - -A h I 1 I ,-r- 1---,-lWllE8l f-.- 1·-I rn i-~----.-I-~-- 1--.... i-f-t--. 1--" f---I--f-m i-1---'--L ..o- 1---- 1--.' I--. D 0 ~ E I--_. ~ --E CUL TURED STONE VENEER F~ONT -- --~ -- --/ -./ - f-. --f-. 1-.. - 7' ~ .. ---1--.-177 N I-I---I-- f-- -' i-- 1---f-.- .-f-- ._ o. f--1-. ELEVATION A.sPHAL T COMPo SHINGLES ON 15" FELT -J,JPPER..ELqOR. ~ 1 , - 1 . dl METAL GUTTER. Ix8 FASCiA BO~ flJ N R.D -FIN. FLR.. UPPER. -- ----'k- MAIN FLOOR. P.L. ------' '" 6" HORIZONTAL SIDIN(' HHER.E SHOHN IX3/4 COR.NEf<' () 1 . \l" FIN. FLR.. MAIN ---' " INSTP.LL PER. MFD. SPECIFICATIONS SEE 5ENER.AL NOTES SCALE, 1/4" = 1'-0" NOTE, I. FINISH FLOOR OF EVERY HOME TO BE AT GRADE PER GRADING PLAN 2. ROOFS TO BE " 12 OR LOV'lER 3. NO MECHANICAL EQUIPMENT OR OTHER STRUCTURES TO BE ON THE ROOF 4 ROOF COLOR TO BE LIGHT TO MEDIUM GREY COMPOSTION SHINGLES '. 5. HOUSE COLOR-V'lHITE OR OFF-V'lHIT~ TRIM V'lITH BEIGE, GREY, ALMOND, OR SAGE BODY -=:::;::=;;:--::::=::::::::::: .=C ..... I--~DDDDDDDD ~~ ~t=DDDDDDDD =t=DDDDDDDD --I-- =--l= r DDDDDIJr f--I----I-- 1-1-- -I--~ I--- ,-I-- ~ 1-- -I-------f-.--c----.- -- -c----f---r-'" -_I ~EA~ ELEVATION SEE 5ENER.AL NOTES SCALE, 1/4" = I '~O" -- _. .- . 1 dl FIN. FL.R.. UPPER. -_. ~" MAIN FL.OOR. P.L.. ---.... ---'k- FIN. FLR.. MAIN () 1 \l" --', -'~E'E'ER. FLOOR. P.L. - -~--~ , - 1 . dl , () 1 . \l" l- .. ~~--.. f-. . .. .-f---.-D . I-. f--. . f" f.-... _... --#: L ------~- .-f-.. -~-~ .. ~. i---.. -I--.~ ... -I--~'--'-------. -' .. -. '-~L i-~. .. _- L/ .. . .. .. FIN. FLR.. UPPER. . __ ._-. .. _. . ---... . --MAIN FLOOR. P.L.. ;:-... . FIN. --... . .. F ... ~-D -;::: 1--. . .. .. .. f-. .. -.----.. . .. .. .. .. .... . nO~--f.-. ~ ----.~-----.-~. -.... .. ~ ... .. .-, . .. .-_ .. I--.. . .. .. -... . --f--. ... FL.R.. MAIN --_ ... _._-._.-. . . --~ . -.. .. - SQUARE FOOT AGES MAIN UPPER TOTAL 6ARA6E "'flO "'f18 ~IGHT ELEVATION 1888 420 SEE 5ENERAL NOTES ~§~~~=~. ~~~f--=-=~~" ... -~.=-.. ~'.=··~·=· .. ~D _ i ~r===-=l' m ~~.~~-='=' ~~~~~~~~-===-;---=~--=;-=.'---;-=: . -_ ... ----_ .. _ .... -... ---_._-- t===:=~"= =" ..... --.. -.. -._-----.-r-----.. -.. -I---.. ~-- I-----:======~-~=.---. I-.. .... --1--- r--' .... 1-" . --~'----' §-~~~~~~t~~~~~-=.~ .... -~-~. =---~_=-== .. -j t~=== == ====.~==~-=-~~===_= .. = ... = ... ~._ .. ~:===-_~-.=.-.. =-=~ f-... SCAL.E, 1/4" = 1'-0" \ .. . .. . . __ . . .. -_. __ . -_. . .. _-,._- . _. ~=========~ 1-. .-I---=~. --===~ ===·=···='-=-jt=====.=============3~~~~~.===================-==-=======-=== -1·----. . ".- ====-= ... j. ~-=. ======-=-=====.. . ... .. ... .-i _. LEFT ELEVATION SEE 5ENERAL. NOTES SCALE: 1/4" = 1'-0" THIS FLAN TO GO ON LOTS 9, C;;, $ 1.2 -/~) .. -- ._- . --- -----"-- . .,.-. -- .- . .. ..- . .. - .. -- -- . -- -- ... FIN. FL.R.. UPPER. FIN. FL.R.. MAIN . 1 dl () 1 \l" date, 10-08-04 p",rmlt, revIsions: 00-00-00 SHEET AI.I A2 ASPHALT GOMP. SH r---------ON 15" FEI_ T INGLES GEDAR SHINGLE SIDING_~ NHERE SHONN METAL GUTTER ON IxB FASGIA BOARD .I,JPPER FLOOR PG'4- IX3/4 GORNER . I <fJ FIN. FLR. UPPER MAIN FLOOR P.L. ~~~~~~~~~~~~~~~~~I ~_'~~L~~~,~-~,f' ~~~~;~~ffi~~~~~~~~~~~~~~~6" HORIZON~AL SLING IESlIEEI I.JJI IAIHERE SHONN Qt] () I -- o [lJ 0 FIN. FLR. MAIN ELEVATION UPPER FLOOR P.L. . -I III FIN. FLR. UPPER MAIN FLOOR P.L. ~ r-' -() I . Il' FIN. FLR. MAIN . , /' .- _. '--_. ----. -" _. _ .. . 1--;. .-~,-, f-. A /' . . . . ~ _. .. Ff"" ~-: . - " -- ----, .-------, - - . - --- -_. ---- .. -- -- I-l_ .. - .. ---_._. :J<[ . 1---.... ~ --." . FF<.ONT SCALE, 1/4" = 1'-0" L __ GUL TURED STONE VENEER INSTALl_ PER t--1FD. SPEGIFIGATIOc6 SQUARE FOOT AGES ,,--->- f-f-f-- SEE GENERAL NOTES NOTE, I. FINISH FLOOR OF EVERY HOHE TO BE AT 0RADE PER 0RADIN0 PLA,N 2. ROOFS TO BE T 12 OR L001ER 3. NO HEGHANIGAL EGUIPHENT OR OTHER STRUG TURES TO BE ON THE ROOF 4. ROOF GO LOR TO BE Ll0HT TO HEDIUH 0RE'T GOHPOSTION SHIN0LES 5. HOUSE GOLOR-0lHITE OR OFF-01HITE TRIH rUTH BEI0E, GREY, ALHOND, OR SA~E BODY , -. .. . I-- f- I--l-I--I--f-. I---- -.,I,JPPER FLOOR P.l.. ~ -I . <fJ UPPER MAIN UPPER TOTAL GARAGE FLOOR P.L. - r f- 812 cq64 1//6 420 - -._.- / l- " l- ~ --. [J "-'--. '-.-~ --m --- . -- .. . " . .. --_ .. ..-.. .. ... _ .. . . " . ". _ ... " ------...-- D "'-- ---' .. .. .. _ .. .. . ~. '--io1 ---- ---- - .. .--. " . . -- ~I<SHT ELEVATION SEE GENERAL NOTES SCALE, 1/4" = 1'-0" \ -:/ .. .. D f-.. - f---". f-I---_ ... . _. f--I--D l-f-1--. .. 1 -I--f----I--1---- f--1-f--.----I--.. --- f--I----,--f--.. ..._-- f----,~.------""-. - " ----_._-.-.~ -. -_ .. --- --"- FIN. FLR. UPPER -----... --- ----' ~ " MAIN FLOOR P.L. --. . - -- ----' ~ ---I----1--. I --" r---I-f- <fJ . . f-l-. ... f-. 1-. f-,,- .. ~ f-----... -. . l-. . f-I---.-. . . FIN. FLR. UPPER -1--.... -:;:~ . . - MAIN FLOOR P.L. . f-. ~ ,---~--_ .... ----f-._-- -. ." -,----- I--DDDDDDDD l- I--I-r----- ~ f--l-f-- 1----l-f-- f--DDDDDDDD I--f-- I--l-f--() f--I--r--' _ ......... I I--I--f--1"-Il' I--I--DDDDDDDD l-f--- I---f-.--I--I---._- I--c--l-f---Jil I--I---1--f--- I----DDDODDDD -f--- I--.--'--I------FIN. FLR. MAIN ---' , f----'_ .. . t-. r-._ .. f-l--. . l-f---. -----r-' () -l- I . . -. __ .. -- Il' r- r ---- f---I--- f-.. ---- r- f-.. ---- FIN. FLR. MAIN -- f-. LEFT ELEVATION ~EAF<. ELEVATION SCALE, 1/4" = 1'-0" SEE GENERAL NOTES SEE GENERAL NOTES SCALE: 1/4" = 1'-0" THIS PLAN TO <SO ON LOTS 2 .$ 20 LU Oy -51 , -- ". .. ." . ~ .. -" . .. --_. - --,-. . . . . ,-.. ." ----. . . '1 , .... ". . . ._-_. . " -- - - " · . - . · .. _-. · -- . · . -- . '" ._--, .. , .- . ._ ... . _. -" _ .. . . . -- :-=-. -- . " --_ . . . ---- -- .- --.- . -- ---- .. -- ---- _ .. - .. .. - .. _. . ". -- .- -- " -- -- I ..Jl Irl\ l\. T elate, 10--08-04 permit, ,....evlslons: 00--00--00 SHEET OF AI.I A:2 ---------- CEDAR SHINGLE SIDING __ l-JrI~l,..j JAlHERE SHOJAlN • -- -- -- .- - - 1----- f- I--- I-- f--- f---po I---1-- I-- I-- --"'- _. - - .-" ---- 1-- f---- I--- I I - FRONT ELEVATION SEE <S>ENERAL NOTES SCALE. 1/4" ~ 1'-0" -1 ASPHAL T COMPo SH ON 15# FELT -() I -IT PIN. PL.R. MAIN 1--__ CULTURED STONE VENEER INSTAL.L PER MFD. SPECIFICATIONS NOTE. I. FINISH FLOOR OF EVERY HOME - . . _- TO BE AT GRADE PER GRADING PLAN 2. ROOFS TO BE --'.12 OR LOiAlER 3. NO MECHANICAL EOlJlPMENT OR OTHER STRUCTURES TO BE ON THE ROOF 4. ROOF COLOR TO BE Ll6HT TO MEDIUM 6RE,.' COMPOSTION SHINGLES ~ 5. HOUSE COLOR-0lHITE OR OFF-iAIHITE TRIM iAllTH BEIGE, GREY. ALMOND, OR SAGE BODY • • .-.. 1-----1---.-- I--j . - ----- --- --- ----,. - ----~ .-. -_. --.... _- ----_. _ .. _---.. - ... -.. -~ -.-,,-- ----_. --- . -- I ---------- .. ._ .. l-._- _.-, --- -_. - ------ ---I-- l-. .. -- 1-----,-.---.... -- 1-------- REAR ELEVATION SEE <s>ENERAL. NOTES SCAL-E, 1/4" ~ 1'-0" - - • J,JPPER. FL.OO!,,; eJ.r , -I <ll PIN. PLR. UPPER -----'" - MAIN PLOOR P.L. --_.- () I -IT PIN. PL.R. MAIN I () I IT IN0LES , -I - <ll () I IT UPPER FLOOR P.L. - FIN. FL.R. UPPER - -- MAIN FLOOR P.L. - -- PIN. PLR. MAIN SQUARE tvlAIN UPPER TOTAL GARAGE UPPER PLOOR P.L.. - - PIN. PL-R. UPPER MAIN PLOOR P.L. FIN. PLR. MAIN - .-,,- 1------- f------ f---1---- f------ - -V ----7 c- f----- ---- ----- L ------= SE - _. FOOTAGES 680 886 1566 420 I--- r- I--. f-- I--- I- f-- f--- THIS PLAN TO GO ON LOTS 4fif~fl4f $ f----- -- 1--. - 1-- - -1---- - .-- ---I-- -1--- 1-.-- I-----I-- , .-EE - Ii ~ ~ EB 1--:-----rn n ------- _ ... -1--- ---I---------r-_. -~---t-----I----"'----I-------_. __ .--- -... f--_.-, -.. ------.. - ----- -I--------- ---=--- .--- ----- EE 1---------- --I----1--- -.... ---DDDDDDDD 1--- I-----I-f--- ----I---I---_. DDDDDDDD -I---1----- I---I--I---I---I----.---r---DDDDDDDD I-----I---._--.. -t--- - ----I--- -- . -- --I--IJilDDDIJ ,---1----- RIGHT ELEVATION SEE <S>ENERAL NOTES SCAL-E, 1/4" ~ 1'-01' ". , -----------j _. --- .-----, . -_.--. -- .--- .,,-. -- -- - - ----- --- --- - ----------- -- ..... .. - - ---- - I---- ---1--- --._- 1--------- --"'- , --i I I .. -- - - I I ------ - LEFT ELEVATION SEE <S>ENERAL NOTES SGAL.E. 1/4" = 1'-0" u 3J c:::k:tte, 10-08-04 permit, ,.-e.vlelonSl 00-00-00 SHEET OF AI A:2 GEDAR SHINGLE SIDING ----{IA~ rlHERE SHOHN , ----/' f---- I- I--I- 1- ASPHAI_ T COMPo SHINGLES ~ ________ ON 15" FELT III-"HIIII-Hil t=j ~ 83 ~ .. .== "'--H f--.- ~~:;====.-= '-..~:;=::=-.:::- / METAL GUTTER ON Ix;:' FASCIA BOARD . I d) ~------. 6" HOP.IZONTA SIDING / rlHERE SHOrlN ~---1><3/4 CORNE'!. FIN. FLR. LJPPER ~= - ------~,~4+---- -------', MAIN FLOOR P.L. ------- ------I II ---. FRONT ELEVATION SEE ~ENERAL NOTES SCALE, 1/4" = 1'-0" NOTE, I. FIN I SH FLOOR OF EVERY HOME TO BE AT 0RADE PER 0RADIN0 PLAN 2. ROOFS TO BE /,12 OR LONER 3. NO MECHANICAL EQUIPPIENT OR OTHER STRUCTURES TO BE ON THE ROOF 4. ROOF COLOR TO BE Ll0HT "0 MEDIUM 0REY COMPOSTION SHIN0LES 5. HOUSE COLOR-NHITE OR OFF-HHITE TRIM HITH BEI0E, 0REY, ALMOND, OR SAGE BODY -I-~ -l-I--I-- -l-f-- - -------'k-- () I \f FIN. FLR. t-1AIN -'k-- L. __ GUL TURED STONE VENEER INSTALL PER MFD. SPEG'F'GAT'O"'S -J,JPPER FLOOR 1"'J.k-- , ---I --d) . d) - () I \f , - FIN. FLR. UPPER ---- MAIN FLOOR P.L. ------- FIN. FLR. MAIN UPPER SQUARE MAIN UPPER TOTAL GARAGE FLOOR P.L. -- -- _. _. ====jf--' .-1--- --1-- .----.-I---------J -1---- --... ---1---------1--.----==::/;:J-1====1 7' §-i' ----= I--- ===== D~: --.-~ D OJ ~===.=. ====~~=:= III ~ ~ __ =. ==--:-= -=. ==== .... ' - I-1------- I--~ L =-~= ~=====---:======----= 1----fo1= I-l~:'----'-= ~====== ~====-.-===.=. ==. ::rt -- FOOTAGES 812 C!64 11,6 420 I-I-- - / --- - - - ------ -1------ RIGHT ELEVATION SEE ~ENERAL NOTES SCAL.E, 1/4" == 1'-0" ;/ _ .. -.. D ----,- I-j . f--. - . --_ ... ----I-.-----l-I I ----_. --. 1----.---d) -' -- - I--r---.. . .---------- ----- .------- --.-. - ----- -- - 1------.-'- -----FIN. FLR. I)PPER ------~~ --._---" k- HAIN FLOOR P.L. ---------" Ie-- I--.--~ . - FIN. FLR. UPPER - 1--= --. - -- -E7' --.- MAIN FLOOR P.L. -,._--- . ------ --. --. _. -- -----1--. -. f--- ----- --DDDDDDDD ---- ~ ----- ---- --DDDDDDDD ---1- -----() --------I -----.- . \f --I--DDDDDDDD --- ~-I----- I--I--I--I-- I--I--I--I----._---- I--I--DDDD-..ODDD 1--1--- 1--I--I--I---- I--._-1--I----FIN. FLR. MAIN --'k-- r-1-. --,. I- I- () 1--. 1-. ---I-- I c--IY c.. ;--- I-1--. I- -.- I-- .- FIN. FLR. MAIN l-I--. - REAR ELEVATION LEFT ELEVATION SEE ~ENERAL NOTES SCALE, 1/4" = 1'-0" SEE ~ENERAL NOTES SCALE, 1/4" = 1'-011 THIS PLAN TO GO ON LOTS 10 $ 18 u -31 • • ---- - -- -. . -. -. . .. -- - --. --- - --- .- -- ---- .. --- . . -- -- - .. -- -. .. .-.--- -- -- date, 10-08-04 permit, re.vTe lone: 00-00-00 SHEET =F AI A2 ----- ---- r-___ ~ ___ GEDAR SHINC~LE SIDING JAJHERE SHOH" g g] § tE------~ B3 f- 1---f--1-- --- _ UPPER FLOOR P_L._ - I ____ 6" HORIZONTAL SIDING / lAlHERE SHOlAlN IX3/4 GORNER -'~----~-~ ------~ FIN. FLR. UPPER T II I - -----"I, TLj U U U .:--:::. D D-__ = 111-+--11111-+---111 = -- - ----- 1 1 II t-=--===--:~--~ ---- I-1ESl1E8l --= ------= --------::----~ ==j ~rn --=-------- ----J ~ [l] ~--=-=-===-~ - FRONT ELEVATION 5EE <5oENERAL NOTES 5C-ALE, 1/4" .. 1'-011 MAIN FLOOR P.L. FIN. FLR. MAIN () I IT ,----------------------------~ NOTE, I. FINISH FLOOR OF EVERY HOME ~ ---- TO BE AT GRADE PER GRADI~-lG PI_AN 2. ROOFS TO Ba.,,12 OR LOrlER 3. NO MECHANICAL EQUIPMENT OR OTHER STRUCTURES TO BE ON THE Roor' 4_ ROOF COLOR TO BE LlC.~k;lT TO MEDIUM GREY COMPOSTION SHINGLES 5. HOUSE COLOR-rlHITE OR C!iFF-rlHITE TRIM rllTH BEIGE, GREY, ALMOND, OR SAGE E',ODY --- i §--~--.-~-. ---- ---+t-;v~/ ------ 1------ c-------- DDDDDDDD DDDDDDDD DDDDDDDD DDDDDilDD ReAR eLEVATION UPPER FLOOR P.L.. - I d) FIN. FLR. UPPER ----"I" MAIN FLOOR P.L. FIN. FLR. MAIN 5EE <5oENERAL NOTES SCALE, 114" = 1'-0" --------- ---------------~=---==~ c----=--==---=:::-=-======1 III-+-IIII---==---~::::j---r=~=--=== _ '=--=-__ =======_-.:-= I-__ ___ ---== rj~-~-----------=-----==-=--====~~----------1 ~~~~~~§-------------~ -===--==:::.=======---====-===~ ~== -----------? - ----~ --------_--==::::::::::--=:1 L ~ ~ -- --------------- - ~==1---- --- ---- -- -- RIGHT ELEVATION SQUARE FOOTA<SoES 5EE <5oENERAL NOTE5 SCALE, 1/4" = 1'-0" MAIN UPPER TOTAL <SARAGE -- --- bOO '::;34 1534 420 -=== ~E======-======~ III ,11\ ---=====-====1 -- -- --- ---- LeFT eLeVATION SEE <5oENERAL NOTES SCALE: 1/4" = 1'-0" -, "" t THIS PL,AN TO GO ON LOT 15 ~ --131 -- _ _ UPPER FLOOR P_L.. - I d) FIN. FLR. UPPER ---'I.-- MAIN FLOOR P.L. () I If FIN. FLR. MAIN --"k-- - I d) FIN. FLR. UPPER ---'+-- MAIN FLOOR P.L. FIN. FLR. MAIN () I If J[~l't.: T dat .. , 10-08-04 permit, revisIons: 00-00-00 SHEET C?F AI A:2 SECTION 16 TOWNSHIP 23 NORTH RANGE 6 EAST W.M. ).45 Ac.) • U • 10 05 132 {O.70Ac.) / (0.24 AC.) / 0-...J ..J <C ::::::E -~----~--~~-NE4thST----~ __ _ z ZI--' Oe:::: t5 t)::> ::>0 Cl a::U In~ Cl 0 Z-0 OGj :::c U<.? 0::: (1)9 0 Cle:::: t:D a:: :::c ~ (.!) -W Z :z 5 ...; a. " 0 ~Z III :x 00 ... 0 ~~ 3= (J ~Z :a ::> -~ a. U~ -..... 0> .s "0 fIG ::> w -..... 0> C 'c c 0 a:: i 'i Ii II (:, ~ S:I 0 ~ II ~ ~ia • ~ ~~ i (I) ~ d ?Ii CIi .J ri ~ 0 I I I I I '" z ~ z w a:: Z ... 0 0 C7i 1= ~ a:: u a:: w a. 18210 )008 518210 18210 )016 0009 8210-0010 518210 51821()'()(}13 ~ 0020 i:t----I ~» 518210.0014 q,& ~0 518210-0012 518210 0080 10 9 518210 0069 518210-0081 518210 0068 518210 0031 ~& 18210 0 (' 518210 0041 SITE 51821 0-0049 '-'-'-' NE 2nd PL -======r---~~~-L.~~ ~'-'-'-'-'-'-'-'-'-' . 518210 0084 518210 0051 1---------------, RECOMMENDED FOR APPROVAL American Engineers· Planners • Surveyors Engineering 4032 146th Ave. N.E. Corporation Redmond. WI. 98052 8Y: _______ DATE: __ _ 8Y: _______ DATE: __ _ ! I I ,/ ,/ ,;- ./'/ ,;- BY: _______ DATE: __ _ J-++-iH-+-.... PHONE (421;) 881-7430 foo (42&) 881-7731 - ~ 0 z fie path .It Name P,\2003\0312\En Inoorln \D. \~0312,...,1.d. 10/13/2004 1100 ... 40 AM PDT BY: _______ DATE: __ _ 0 1-' ~ wW ~Z WW ~> CCe:( (0.21 Ac.) 0- (j') OJ I .J 152305 205~50 9071 O@O {O.47 Ac.) () 0 0 152305 9035 1----'--..:.... .34 Ac.} w (J) .' UJ > « ..c ...... (0 ('V") ~ 152305 9192 (0.37 Ac.) 152305 9030 --. (2.14 Ac.) 152305 9213 152305 9214 (1.02 Ac.) (1.12 Ac.} 152305 9094 (0.58 Ao.) 152305 9124 (0.44 Ac.) 152305 9031 (0.46 Ac.) 152305-9034 (0.98 Ac.) 152305-9036 (0.98 Ac.) 152305-9212 (0.82 Ac.) (0.63 Ac.) 152305 9046 (0.49 Ac.) 152305-9215 (0.98 Ac.) 152305-9038 (0.96 Ac.) 152305 9015 (4.16 Ac.) ,. I i i I i I I i i i i i i i i i i i i i i i ;-.... ~ z m 152305 9057 (0.29 A •. ) 152305 9084 (O.2CAc.) 152305 9145 (0.64 Ac.) 152305 9112 (0.30 Ac.) I--..,.......u-------i 1523051 152305 9072 -9072- (0.14Ac.) (0.46 Ac.) 9178 . {O.27 Ac.) 152305 9032 (3.88 Ac.) 152305 152305 9177 9207 (0.30 Ac.) (0.29 Ac.) 102305 9425 (1.21 Ac.) 152305 9002 (1.33 Ac.) ------.-1-.-' 1 23 5 2 19 ) ... --- --- 152 5 ____ ._.,c--.......... -.. _. .. 9222 (1.20 Ac_) 152305 9223 (0.73 Ac.) "152 5 48 15;2305-9082 (1.04 Ac.) (1.30 Ac.) j N , I i i i 1-'-SE 132nd ST .-._--. __ .-._._._._. '-'--.-._.-._. SE 132N '-.-._.- i i i i 152305 9018 (3.78 Ac.) 692800 0010 DEV'a~tt~WE~Lfo~NbGHBORHOOD DETAIL OCT 1 S 2004 MAP, 1 OF 1 RECEl'IED ArC 10312 I I r I "------------" -~-~ SECTION 16 TOWNSHIP 23 NORTH RANGE 6 EAST W.M. jJJAo4-J3j ~e\ \tY0 n' \-e." ..... k--"-----~I'---Vm94 T' ')' ••. •• l ,1:) / I I I / ~, ~I - 5' PRIVATE STORM DRAINAGE EASEMENT 18 No. I I I I ~ TL cD ... 17 .., 16 0041 ~ " r- i8 II z '0 I III r-----+---~~----~~ -". -.--_. 1 TL r I 39' RECOMMENDED FOR APPROVAL BY: DATE: ----------------------- BY: DATE: ---------------------- BY: DATE: ----------------------- BY: _________________ DATE: ____ _ Revisions 12 ~ 11 24' PRIVATE ACCESS AND UnUTY EASEMENT Dote By Scale Date Drown Designed Checked 10 9-29-04 AS SHOWN NB RS BD TL m:; i ! I , P'\2003\0312\Engineering\Dwg\e0312pe1.dwg 10/13/2004 10:51:54 AM PDT I I I I 4 Tl ""', • IH •• 5' PRIVATE STORM DRAINAGEI EASEMENT PRIVA: gj ACCESS AND EASEMENT I --I 5 /. L ~.., 1'1 eo ~ -- PRIVATE ACCESS AND 7 unuTY EASEMENT 6 8 ~~I 1--,....1 I ~I I I I ENGINEERED ____ ...... _1_ ....... KEYSTONE TRACT A WALL WITH REINFORCEMENT STORM WA lER (6' HIGH MAX) DETENllON I T' ( ..... " L. W:) I I J~' ~ ';,'~ ., . .\ .. :-... ~ .. ~ .. :~. 0' PRIVATE UnUTY EASEMENT TL OO:i1 ---I-~ GRAPmc SCALE 26 J 2,0 4p 80 !1""l~-!i.ii!5iiiiiiiiiii!1 !!!~I iiiiiiiiiiiiiiiiiiiiii' 1 INCH -.co n. 8/28/04 OWNER/DEVELOPER: RIDGEVIEW COURT LLC CONTACT: CLIff WILLIAMS P.O. BOX 2401 KIRKLAND. WA 98083-2401 PHONE: (206) 714-7161 REGISTERED ENGINEER: AMERICAN ENGINEERING CORPORATION CONTACT: CHERYL GIRARD 4032 148TH AVE. NE REDMOND, WA 98052 PHONE: (425) 881-7430 LAND SURVEYOR AMERICAN ENGINEERING CORPORATION CONTACT: GARY CHRISTENSEN 4032 148TH AVE. NE REDMOND, WI> 98052 PHONE: t42f,)8'Br·:i43"IJ ------ LEGAL DESCRIPTION PER PACIFIC NORTHWEST TITLE REPORT. ORDER NO 506681 DATED FEB 13. 2003. THE SOUTH HALF OF THE EAST HALF OF THE NORTHEAST OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST. W.M .• IN KING COUNTY. WASHINGTON; EXCEPT ALL COAL AND MINERAL RIGHTS CONTAINED IN RESERVATION OF RECORD. AND KNOWN AS A PORTION or TRACT 4. OF MARTIN'S ACRE TRACTS, AN UNRECORDED PLAT; EXCEPT THE EAST 7.5 FEET OF SAID TRACT. BENCH MARK TOP OF CONC MON DOWN 0.7' IN CASE AT THE CONSTRUCTED INTX OF NE 4TH ST (S.E. 128TH ST) AND 140TH AVE S.E. (N.W. COR SEC 15). ELEVATION: 401.02' ELEV. FROM CITY OF RENTON CONTROL SHEETS. POINT 1503 VERTICAL DATUM NAVD 88 HORIZ~NTAL DATUM WASHINGTON STATE PLANE. NORTH ZONE. NAD 83/91 VICINITY MAP N.T.S. PROJECT DATA: TOTAL AREA (SF): TOTAL AREA (ACRES): 104.373 2.40 NO. OF PROPOSED LOTS: 20 EXISTING ZONING: CENTER SUBURBAN (CS) LOT SIZE TABLE: LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 TRACT "A" SQUARE FOOTAGE OF 0 S.F. LAND IN SENSITIVE AREAS: SQUARE FOOTAGE OF 14.012 S.F. LAND IN PUBLIC STREETS/ROW 4446 SF 3600 SF 4893 SF 3371 SF 3344 SF 2849 SF 3187 SF 5831 SF 3928 SF 4120 SF 4342 SF 4340 SF 4065 SF 3117 SF 2725 SF 2779 SF 3683 SF 4835 SF 3600 SF 4105 SF 8609 SF SQUARE FOOTAGE OF 20,245 S.F. LAND IN PRIVATE ACCESS EASEMENTS DENSITY PROPOSED 12.42 D.U./AC=(12 D.U.jA.C.) MIN. DENSITY ALLOWED =10 D.U.jAC ("CS ZONE") MAX. DENSITY ALLOWED =20 D.U./AC ("CS ZONE") OCT 1 8 2004 RECEIVE D ~iSS:I:SSS:5:s:$:2%ZZ2z1Zilzz21fJ" VINEYARDS CONSTRUCTION, RIDGEVIEW COURT L.L.C. American Engineering Corporation Engineers • Planners • Surveyors 4032 148th Ave. N.E. Redmond, WA 98052 JOB NO. PRELIMINARY PLAT PLAN PHONE (425) 881-7430 Fax (425) 881-7731 Dote Plotted 9-29-04 Plotting Scale File path & Nome AS SHOWN 0312 SHEET 1 OF 1 • ° .J .J • z~ Oc::: -t>::) ::)0 c:::O tn~ z-o(;j O(!) V)O oc::: ~ ~ z 5 ~Z 00 ~E-4 E-4 Z -~ U~ !}; i I~ ~i II ~ -< '" ~ ; I I :z :5 a.. w (!) <: :z ~ r::::::a .; c. ~ ~ 0 ~ .2 :0 :> a. "-0> C :2 ':; Ql "-0> . 0< c t: " a: ~ <J I I a:: a. !1i: ~ 0 ~ z o Vi ~ a:: American Engineering Corporation Englnee,.. • Planners • Su rveyora 4032 148th Ave. N.E. Redmond. WI. 98052 H~-t-T-t-""1 PHONE (425) 881-7430 Fax (425) 881-773' o FlIe path " Name Z P,\2003\0312\En In •• ,1n \Ow \e0312sc:ll.dw 10/14/2004 0705!M6 AM PDT SECTION'~ 15 TOWNSHIP 23 NORTH RANGE 5 EAST W.M . / I / I l ~--- • Tn.'! BOX (rr?) i o 'I' W ~~ _t-+ __ --t ___ -+",--=.BREMEoTnN AVE. N. E. CURB I / I / I / I / I / I / / I / I I I I I I I I I ~ .... ---• VERTICAl. CORB F ACC DEAO £NO SIGN WALL FO<i'ilNG DRAIN CONNEC11ON, \ t 4' HIGH MAX. • KEYSltlNE WALL I , .... , .... ~ .... ., ! I / I ! ! /' /" ',/ ,,' /f'1 --------------------------------- .. -," t.:-. , " .... , "~ ... ,', '. '. / / 1 RECOMMENDED FOR APPROVAL BY: OATE: BY: OATE: BY: DATE: BY: DATE: 13 :,', ", ". ',' 12 11 , ... .0'-,~" ' ~~ 1.1~ ,,, ' .. . , ", ' , ' , ,~:~~' . \ " ~ ; . , .' ! '" , " '. / , ", :", o. , ,~.' / / I / / ••••.. -, •.• '-",. '-:"R';':", ~,. ,! 10 I I I I I I I I I I I I I I I £ ..... , , " 2' 1,' / .-"1Ii-1- ," ........ ' i I I '" MPH SIGN 36TH --PROI"OS£O cn SIGN I--'t----~-;..,.f..1 ,.',..-'-" ~~~~\\\m./ " , I 11\ \ \ ,P...y1tf~---DE:n0011:lN VAULT \ ,/ I 110'L X 48'W X 8'D I 1M: SlORAGE-31,880 CF I DEAD STORAGE-l5,&IO CF I I \ -, \ \ \ I \ ,I , WALL \ FOOliNG DRAIN " "/' / I CONNEC11ON KEYSTONE" WALL 'Mllt RElNI'ORCE'WENT (6' HIGH MAX.) "./' .~ './ S. E. ---1---- 2,0 ... -----rI. DRAINAGE PLAN 1 OF' 1 AEC 10312 • U .J • ..J • z ..... Qo:: t;:::> :::>0 a:::U In~ z-OGj U" (/)0 00:: a::: ~ Z 5 ~Z 00 ~~ -~ U~ I i Ij ii ~ a v II , ~ a ~ ~ '" U I I I Z ~ CL (.!) z 0 ~ (.!) 15. Ql 0 .. -c ~ .12 :;; " ~ U1 c: '6 '5 (D ....... U1 c: c: c: 0 1i: i i~1 ~ 25 .. ~§ ci ..J u I I 0:: a. ~ ~ 0 fii American Engineering Corporation EngIneers • Planners <4032 148th Ave. N.E. Redmond, WA 98052 • Surveyors t-++-HI-t---I PHONE (425) 881-7430 Fax (425) 881 o File path '" Name Z P,\2003\0312\En In •• rln \Dw \.0312 pl,dw 10/14/2004 07,58,48 AM PDT I I I I l ....... b "' 1 '0 '" I r I \1 1a 1a I I r I 11 BR I , , SECTION 15 TOWNSHIP 23 NORTH RANGE 5 EAST W.M. OfAtJ '-YO $/rJ.Y l£H11CAL CURS rAc£ " ' , < ", :, . . ", , , ' " " . '~.: I / / , " . " ", I I I I I I ---------'r' - - - - - - - - - - - - - - - - - - - - - - -~l rL,!--, I I I I I RECOMMENDED FOR APPROVAL BY: ________ DATE: __ _ By: ________ DATE: __ _ BY: ________ DATE: __ _ BY: DATE: ------------ ., ,.. -if J~.( ~ I , I " , I 1~. -- -I .... > , ' , t,," i , .' , , I 'J "--' ". -, . . , (~ .... ,) , , , '-,,~. -------.. _-------- .-, '~", ~. . -, " I" .' " -- ---1,---- AREA OF PROPERTY: 104,373 SF AREA OF WORK: 104,373 SF CUT & FILL: CUT=2,441 YARDS FILL=7,222 YARDS NET=4,781 YARDS FILL NOTE: LOCA nON OF FILL ORGIN TO BE DETERMINED OCI 1 S 200~ ---.-- RECEl\IEO EXPIRES 05-07-2005 GRADING PLAN 1 OF 1 AEC 10312 f , --' ---------- ~ I ~ I Sill ! • U ....l • ...J • z o~ t)::l ::l0 o::U tii~ z-o(;j U(!) (/)0 00:: 0:: ~ Z > ~Z 00 ~E-t E-t z -~ u~ " i Il Ii II b .q- II , ~ vi l:. '" ; I ..; ~ I .- Z ::s a.. en w !::: ~ i= ::J ~ « a::: w Z W '" 1i. " 0 IJ) ~ .. ~ .l! :0 ::I a. '-'" c '6 ::I lD '-'" £ c c a a. ci ...J <J I -~ - i I 0:: a. 9c IJJ ~ 0 >-CD z o Vi ~ 0:: American Engineering Corporation Engineers • Planners • Surveyors 4032 148th~Ave. N.E. Redmond. WA 98052 ... -..... ~!! -" . , . " ~, ' ---HH-+++--t PHONE (425) 881-7430 Fox (425) 881-7731 g File poth " Nome P.\l?003\0312\En lneerln \Dw \e0312upl.dw 10/14/2004 08.00.29 AM PDT SECTION 15 TOWNSHIP 23 NORTH RANGE 5 EAST W.M. I I I I I I I I I I I I l /"'" ~::oN~IECT TO ElCIS11NG SEVIER .TtL .... £lOX rr'tP.1 ".--"'--- O[AD eND SIGN VERTICAl cuRB FAce • ··.h····T ..•• ~~····. " i ! '. / / I I I I I I ---------------------------------1 I I I I I RECOMMENDED FOR APPROVAL By: _________ DATE: __ _ By: _________ DATE: __ _ By: _________ DATE: __ _ By: _________ DATE: __ _ " ' • • " I I I I I I , . . . , " " ',' ! .. ~ ; " / ' .. ; '. . • , . / / / / / / / / rl''''''' ". ," .-" '._-'" .~- . ~.' .' \ 10 FFE-405 I /, / / " '. .-~ .. .. ~. , . , '. 1 / / / ., , \:~, . t ..... r(:oN~IECT TO ~NG WAtER \ \1 / ''''0 "'I1JAII I 0.10' wor I / f I I I f I / / 1 I I .....,.---111~;2.,~i H1:1 =! i1.,/i MI I i , ' \ \ ''\,' '--\\\ I , WALL \ FOOlING DRAIN '. \. \ \ \ \\ CONNEClION 36TH . S. E. J.iPIfSlCN ---1-'-- GlW'HIC SCALl!l ~ J f i i -----1 IHCH -40 PT. LEGEND o SPJER MANHOLE III WAlER MEtER JI. FIRE H'IDRANT III cAlOf BASIN, l'IPE I ==o-=-~ S10RII DRAIN PIPE - - - - -BUILDING SETBAaC LI£ (BSBL) --........ SWAL£ OR DllCH ICETS lONE WALL --..... " SEWER PIPE ------~ WAlER PIPE CO \ S 21l1l4 RE.CENEO GENERAL UTILITIES PLAN 1 OF' 1 AEC 10312 0.. « :::::lE • >-~ ::c 0.. ::J « 0 a:::: () (!) ~ 0 0.. 0 Gj t::. (!) El:: Cl -« 0::: 0 :z => 0 CO 15. '" Cl ~Z OJ 00 ~ 0 :>--E-t '" ~ E-t Z .0 :J -~ a. U~ '-'" c: 32 " '5 CD '-'" c: '2 c: 0 a:: ii I?i -i Ii II ~ II , ~ '" .; <Ii j oi " 0:: a. a. et w ~ Cl z o ~ 0:: o z American Engineering Corporation PHONE (425) 881-7430 " ~. '-'~ ~ .. , EngIneers • Planners • Surveyors 4032 148th Avo. N.E. Redmond, WA 98052 I I I , I , I , I I ~ I I I ~ I I I ~ I I , ~ ( fii I ~ I ~I I I I I I I I I I I I I I I l / .. " SECTION 16 TOWNSHIP 23 NORTH RANGE 6 EAST W.M. EX T'rPE I as RIItI EL_4O/J..41 12· CUP W-406,06 12" CUP C-406.01 [ I m, BOX -_________ I BREMERTON AVE. J~O:AIE/I~w;~~~~~~~~~~~:rrl.,..." " .~~.~-=- 1fl.LOW STRJPE -------- G11CAL CIJRB FAC£ -- --'--"'~.- O£~o END SlCN··,-- ,( '''./ '. , , ------------------------------------------------------------------.,. . ., ,l'~./ '. .~., r,., ~ h:' • I I (I., •••. ~ I ~. I r I h." , I I I ;'~ , I '. I I I I I ~~ I I I I I I I I ---------. ---.-----1 APPOlf. .... IE/I " . .. . . '. . ..§' LOCATION ..." . SHED .Jr€" ~'\ \ : v' , ." . '- , .... .-,_." , w,". " .. ' .' ~ '. " .. ~ . " ... " ~ .- ~ ~ .. -..• " .. ", , . ... . ! , , I ,"" ". i ' . . ~ ., '.~ . j: i l .: l I . i ;! . ";'/.. ?'n);'" \ ! ~ ; J :' i " " : I :. , . , . , ,i ,. ,. , , " .: '. :, '~ ~.: : '" ; i , : " \ ; -'! \ " . ; ; ;; \ I , : i \ " I I . i' , " .. .. ' , I , , I , ! I '1 CHAJN UN1( I---::S::LD::-G.--r* ~ " , '. " , '. ~ , ,',' \ I . . ' . o~ I 0" I v~ •• . I ,.r, -. ' •• '. , -"''I~ . . I ! .... ) ", '- ~-------------~-.~~~~~~~~~'''-~~ I I I I I I I I I I -,', < -j ~ ~ 1 J::" I '. ' I ' , , " I ,( ..... , . . ,' I " I I I , I , I . -, I . 1 I ,-I I I I I I I I I I I I I I I RECOMMENDED fOR APPROVAL By: _________ DATE: ___ _ BY: DATE: ------------------- By: _________ DATE: ___ _ By: _________ DATE: ___ _ S1CN -------- \ , ---1·---- GRAPHIC SCALE f f -----1 IIICH -40 ft OCI i B ltltl~ RECE\\fEO BOUNDARY/T[]IPO(iRAIPH'1 MAP, 1 OF 1 AEe 10312 f I ---------- z • :s ° Q.. .J .J (!) z • - ZI-c::: Qo::: L5 b~ -I ~O U o:::U 0 In~ z z-:s O(;j ......... °0 (!) (1)9 Z 00::: ~ ~ :;:) u Z w > w c::: ~ ..; a. <I) 0 ~Z II> "" 00 ... ~ >-c~ .g ~Z :0 " _r..:l c.. u~ "-'" c '0 I " ~ '" .5 c c 0 a:: i ~ -il Ii II . ~ II , ~ vi ~ d ~ '" ..1 '" u <.i I I I I - I 0:: c.. !1t w !;( 0 >-III American Engineering Corporation Engineers • Planners 4032 148th Ave, N.E. Redmond. WA 98052 • Surveyors HH-+++-I PHONE (425) 881-7430 fax (425) B81-n31 o F1le path '" Name Z P,\2003\0312\En Inoorln \Dw \e0312tpl.dwg 10/13/2004 1\>05>34 AM PDT I I I I l SECTION 18 TOWNSHIP 23 NORTH RANGE '8 EAST W.M. ',' , . ", ,-.. , .-.. ", -'i 17iU" 80.\ ,-, . ~ .' '. , " . '. ""'---... _-- 11 I FiRe HW '!ppox.WArc:~ .. w)~~~~~~~~~~~E~ lOCATION ~ BREMER1'ON AVE. N. E. I ~ .... --- I I I I I I I I I I ----~------~~---- 'fELLOW 51R1P£ DEAD fNIJ S/C.Y I-umc.AL cua,a FAce ;. L . ' .. ~; r. \ -.' , .' -- / ~G1REE/~~~~ BE REMOVED ' I I I I I I ------------ ----- - ---- -___ (TI!:) ___ _ I I I I I I I I I I RECOMMENDED FOR APPROVAL BY: _________ DATE: __ _ m Mm ----------------------- BY: DATE: ---------------------- BY: ' _____________ DATE: ___ __ . -", '" . .. ':: .. ' . .' f··.· . "', 11' ." I ·0\ "" (''/) :,I"~ I _ t ... ! • " \ ' 0, ,~~, . ...... # , .' , . ~ I . " ~ ' .. . - - -" 10 .... I I I I I I I I I I I . \ .,' /~ I • / " ..... ',~, .' . . , t·;· '. ,'. , ,' ... 1361'H AVE. S. E. 1 f \ '\...., . ./ f .. ~. I l+--U.,1S OF CLEARlNG/DISlURBANCE (m>.) NOTE: 1-AU. lREES ON SllE TO BE REMOVED 2. AU. APPURlENANCES ONSIlE TO BE REMOVED UNl£SS OTHERWISE NOlEO. I I ---1,---- GRAPHIC SCALE ~.J i i~!iiiiiiiiiiiiiiiili 1 INCH -40 n . DEVELOPMEIIIT PLANNING CITY OF REIIITON OCT 1 B 2004 RECE~R~E CUTTING/LAND CLEARING PLAN 1 OF AEC 10312 --~-".~-~------,--.....""".--. '--'" -----------------.. . ----_ .... ----._-------.. ----. __ ._-_. . ......... ---- • U ...l • ~ -ZI-00: -5:::> :::>0 o:U Iii~ z-o(;j UC) (/)0 00: 0: ~ Z 5 ~Z 00 ~~ ~Z -~ U~ I i Ii Ii II ~ II , z ::i a.. w I-- (f) i. " 0 III -" ... ~ .\1 ..0 :l a. "-"" c:: :§ ·s ~ "" c:: 'c c:: 0 a:: z a ~ tr OWNER/DEVELOPER: RIDGEVIEW COURT liC CONTACT: CUFF WILLIAMS P.O. BOX 2401 KIRKLAND, WA 98083-2401 PHONE: (206) 714-7161 REGISTERED ENGINEER: AUERICAN ENGINEERING CORPORA liON CONTACT: CHERYL GIRARD 4032 148TH AVE. NE REDMOND, WA 98052 PHONE: (425) 881-7430 LAND SURVEYOR AUERICAN ENGINEERING CORPORA liON CONTACT: GARY CHRISTENSEN 4032 148TH AVE. NE REDMOND, WA 98052 PHONE: (425) 881-7430 LEGAL DESCRIPTION PER PACIFIC NORTHWEST TITLE REPORT, ORDER NO 506681 DATED FEB 13, 2003. THE SOUTH HALF OF THE EAST HALF OF THE NORTHEAST OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M .• IN KING COUNTY, WASHINGTON; EXCEPT ALL COAL AND MINERAL RIGHTS CONTAINED IN RESERVATION OF RECORD, AND KNOWN AS A PORTION OF mACT 4, OF MARTIN'S ACRE mACTS, AN UNRECORDED PLAT; EXCEPT THE EAST 7.5 FEET OF SAID mACT. BENCH MARK TOP OF CONC MON DOWN 0.7' IN CASE AT THE CONSmUCTED INTX OF NE 4TH ST (S.E. 128TH 5T) AND 140TH AVE S.E. (N.W. COR SEC 15). ELEVATION: 401.02' ELEV. FROM CITY OF RENTON CONTROL SHEETS, POINT 1503 VERTICAL DATUM NAVD 88 HORIZONTAL DATUM WASHINGTON STAnE PLANE, NORTH ZONE. NAD 83/91 ---:-1-'--- BUILDING / LANDSCAPE TABLE LOT # LOT SIZE BUILDING % BUILDING (SF) SIZE (SF) COVERAGE 1 4446 SF 1210 27% 2 3600 SF 1210 34% 3 4893 SF 1210 25% 4 3371 SF 1210 36% 5 3344 SF 1168 35% 6 2849 SF 1119 39% 7 3187 SF 1118 35% 8 5831 SF 1211 21% 9 3928 SF 1210 30% 10 4120 SF 1210 29% 11 4342 SF 1210 28% 12 4340 SF 1210 28% 13 4065 SF 1049 26% 14 3117 SF 1082 35% 15 2725 SF 1186 44% 16 2779 SF 1176 42% 17 3683 SF 1210 33% 18 4835 SF 1210 25% 19 3600 SF 1210 34% 20 4105 SF 1210 30% NOTE: REFER TO LANDSCAPE PLANS BY OTHERS FOR DETAILED LANDSCAPING DESIGN/LAYOUT. LAWN % LAWN AREA (SF) AREA 1888 SF 42% 1324 SF 37% 2199 SF 45% 1197 SF 36% 983 SF 29% 1213 SF 43% 1000 SF 31% 3026 SF 52% 1356 SF 35% 1541 SF 37% 1621 SF 37% 1620 SF 37% 2216 SF 55% 991 SF 32% 1036 SF 38% 1031 SF 37% 1383 SF 38% 2107 SF 44% 1267 SF 35% 1633 SF 40% American Engineering Corporation Engineers • Planners • Surveyors RECOMMENDED FOR APPROVAL BY: _________ DATE: __ _ 4032 H8th Ave. N.E. Rodmond, WA 98052 By: _________ DATE: __ _ I-IH-+++--I PHONE (425) 881-7430 fox (425) ",,1_77_11 BY: _________ DATE: __ _ . ~ FIle path " Nome By: _________ DATE: __ _ P,\2003\0312\Englneerln \Do \e0312s I.d.. 10/14/2004 07,57,04 AM PDT P:\2003\03IZ\Eno;Ilneer1"91flw11\e0312spI.dwg, 1011412004 09:Z5:Z4 AM, HP7SOC 24X36Lpc:3 ------ SECTION 15 TOWNSHIP 23 NORTH RANGE 5 EAST W.M. , I --' " S 16 17 TL uS 001.1 -,., '6 A --------~ ------ 4 A':"· ." . •• ·A 5 I I I ~I I I~ uS ---------- ~ ~~~~,*,~~;"';;"!---I;;; Tt. OO:HI ~~~~~~ ( / t-/ • ." A 7 .. ' '" '. ... . '4.' A • ... • ~ ~{; I> I I~ ~ I ~. • . I ~ I i~" ~ I /--!" . / / I .. 6 I 1 I ~I I I ~~", ~~~~~~~~~;;~~~~~ -----f-....... _.:\:,.. ~~.~...:..-. !i::l'~~::t~~!!!~~~ ;;;;-132' J ==~== _____ ~ ____________ ~=-~-~7'~.~ ---------------~ NOO'4 45 E 330.32' I - - I 24' PRIVATE ACCESS AND UliUTY EASEMENT " TL O()31 I I I I I Tt. O()51 I Tt. 0051 LANDSCAPE DESIGN FOR TRACT A BY OTHERS. REFER TO LANDSCAPE PLANS FOR MORE INfORM A liON. SITE PLAN, 1 OF 1 AEC 10312 DEVELOPMENT PLANNING CITY OF RENTON OCT 1 82004 RECEIVED z ~ :I: Vl , ------~ ----------__ , --------------- SECTION 15 TOWNSHIP 23 NORTH RANGE 5 EAST W.M • z ~ a: z a ~ V\ ~ ~ u a: UJ a. American Engineering Corporation 440 i ....... ......... . ':-' ................ -...... r" -li:ii:n:EV ;; ~iO.72·· .H .... ,._ .. -..... -.H·l44O : ' H.P. STA -1&HI4.63 ' .... ~ .... -. ..... 1'.'1.1.. $IA ... ~ .. 1 ;·.,go .......... . I P'wI EL£V _ to IV\ : 130.00' \~ • ; . .... . ... ".... \ 4JO e-· .. -···_·· .. ···-,·····-j .. ··•· -·· .. t·· .. ·, ''''''r! .. _ ......... _ ...... , .. _.; ..... _H .. _._ .. r ... . 1... . . ..~ .. ..i....... . "r .......•..•... ~ ..... i ~! : ., ..... , ...... 1430 I ~ • ~ L.. f' ·i··~ j';'''. . ...... , ... "... H , t ...... ~~r;i ~-i··· _... . ..... -... 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L • ......; ---._ ........ -.. ,...:-·S· ... : -i l·-· .. ·· ... -·-·--···-·-··t---·-----i. .. ..' ··1·· ... ·-·· ...... ·· ... ,.. --· ___ ..il I I I ' I ) ~ I 390 , • r'-'---'-'" ;-_. __ .. _-----+ ........ " ... .... .. . _ ;_.~._ .. _. _____ 0, __ 0'.1 v " ... -, .. " ..... ,,_ .. -i r I . , , I , I 390 '" >Ill: ... -~ m~ ~~ ~ o ~ 30+00 31+00 32+00 DETENTION VAULT ACCESS Engineers • Planners • Surveyor. By' _________ OATE: __ _ RECOMMENDED FOR APPROVAL 4032 148th Ave. N.E. Redmond. WA 98052 By: _________ DATE: __ _ . .. ,.. ."" , '380 , ._ •• _ H" • __ .~ __ ,." •• , , ~. .. PHONE (425) 881-7430 Fax (425) 881-7731 By: _________ DATE: __ _ _ a ~--------'F~II.~pa~~~& .. N~om=.~------; Z By: _________ DATE: __ _ P,\2003\0312\En Ineerln \Dwg\e0312pr1.dwg 10/13/2004 11'07,14 AM PDT .. ' ' 430 " '-"'1 " ........................ 1" ..... ' ............... -... : ........ -... -......... [ .............. -........ -., .. "', -... -.. -....... ,4JO 1 ! I I 1 ! • 1 !!. ~ ! "'-1'" .-... 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Redmond, WA 98052 1-11-+-1-+-11--1 PHONE (425) 881-7430 Fax (425) 881-7731 g ~---------------'F~II.~P~Q~th~&~Na~m~e------------1 P"2003'0312'En In •• rlng'Dw \e0312prl.dw 10/13/2004 UoON4 AM FDT DRIVEWAY ACCESS LOTS 14-17 RECOMMENDED FOR APPROVAL BY: _________ OATE: ___ _ BY: __________ OATE: ___ _ BY: _________ DATE: __ _ BY: DATE: ------------- 430 r··· ···r-·" .. ··,,·· .. ·· ..; ........" ......... ··T--"·-·L:':-BiV[;:;· :'02:7;····· .. ··T-· .. ·······"· .. -·-r····· --_ .... -"··'1"· ..... ·_· .. " .... ·· .. ,,,,··--·,430 I' ; i L.P. STA!-~+1I0 i I I ! r··"····· ·1,,···· ... . .......... ,,:. . ... ... . ................ 1, ............. P'<t.5TA-l" .. I55*.5tL ......... ·· .. l .. · .... ............ .. ) .. "._ .. _ ... __ ......... !.. ....... . .... _ ._ ... _.J i i ! I PVI ElEV r 402.113: i ,. i " . [ 40.00' \'C I I ' 420 1··· .. ··.,,·--(--." ....... 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MAIN •• b80 88b 15bb 420 - - , THIS Fl-AN TO eSC) oN l-OTS 4,I,e,I4, $ Ii -+ - -_. . .. -- - , --+ , -+ --",. ---_. -. -... - t-----_. .. __ .. ------1-------I-----.-.' ----.-------------1-----. . ---.------.. ."._-------_ .. ---._---.~-...... _-----.-------.,._------._-..... ~ --._- -::C.--~ -.-----_. ----_ .... -----_. . ,----r---oo -----....... ,.,. - B3 /---r-1----1---I--DDDDDDDD ~- 1----1-----r-.- I--1---/-----.. ,--DDODOODO e--~-----1------DDODDDDO ._------D J_DDIJ 1---~-- I--- fiiitieSHT el-eVATION . \ , -, , -_._ .. --... . .. - I ----- -- ~ l-eFT el-eVATION . SEE 6ENERAL.. NOTES :..II. Ir7\ l\. 'T delt.,. 10-oe-04 p.,,..mlt:, ,...,vl&lon& • 00-00-00 SHEET OF AI A2 A5PHAL T COMPo 5HIN""LE5 ""'" ~~ ''''''''-11 I IT II II').., -r ~ ---e: ~ -- ~ A~ ON 15" FELT -J,lPPER FLQPR P.l.. , I <!) METAL ""UTTER ( / Ixe FA5CIA eo,., FIN. FL.R. UPPER PI N RD - ----//1111 IIIII~ --- --7 - - - - MAIN FLOOR P.L.. A/ ~ ~./-- ---I' r-~ II r-boo HORIZONTAL 5IDIN<! 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" ,-- -->-----. 1-.• -======= -.. ----.. ~-.. -. -.... _ .. -._. _ ... -.-.. - '0 _ _ ~_ ~~g' ~=== '--. --_ ... __ ._-====== -- --. -- -- .. --_ .. - _ .... -._- _...!Ua:F'P:r eR .EL P.L t--. 1----1--. -- ~ -= '. -~:!..~ • I <!) _~ -__ ~ _~F...:I.:..:N. FLR. UPPER I :~"" -I--MAIN FL.OOR P.L.. ~ . ... 1------ -.. -==I -, ._-=--_._ ... - _. -- --() ------I ---. \r .. --=---~ ._ .. -= ~ FIN. FLR. MAIN dat." 10-oe-04 pe .. ml\:, ""VI510t"l5, 00-00-00 MI-"l-l SHEET OF AI.I A2 • u z NOTE: • STAKE TREES OVER 5' HEIGHT. • PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE • SCARIFY SIDES OF PLANTING PITS PRIOR TO BACKFILLING . .J .J ::s 0.. 2 STRAND TWISTED 12 .GA.'~~.I:-....j,;~~~t;t7td GAL WIRE ENCASED IN 1" DIA. § ~Z 00 ~E-- E--Z ~~ U~ ftC ii I' -i Ii il 0 ..;- II , ~ l.J.J 0.. (3 V) Cl z ::s <E ~ l.J.J () Z o () -"-" Cl Vi "" ~ a 3: . ~ :c :J 0.. ....... '" c '" :J al ....... '" c c c a a: ~ ~§I d~ ~!~ vi .( ci ~ ;i .J a:: <3 u RUBBER HOSE 8'-0' BVC TM' TREATED PINE ----..:-= STAKES DRIVEN TO REFUSAL INTO UNDISTURBED SUBSOIL MIN. 24' DEPTH STAKE ABOVE FIRST BRANCHES OR AS NECESSARY FOR FIRM SUPPORT SPECIFIED PLANTING MIX WATER AND TAMP TO REMOVE AIR POCKETS TREE PLANTING SCALE: NTS ~ • iiKCH COMPLETELY BETWEEN ALL PLANTS EXCEPT IN SEEDED AND MARSH AREAS. • PLANT SO THAT TOP OF ROOT BALe IS EVEN WITH THE FINISHED GRADE. 3" MULCH. KEEP MULCH AWAY FROM TRUNK. FORM SAUCER WITH 3' CONTINUOUS RIM FINISH GRADE --.....lii! Mu.iTiI~"7 EXISTING !;UB,GRiIJ)E--'IIf1~mI1 PLANTING 'SOIL. WATE~ -..:: AND TAMP TO REMOVE ALL AIR POCKETS. ...---3'" MULCH. KEEP MULCH AWAY FROM TRUNK. .---FCIRM SAUCER WITH 3'HIGH CONTINUOUS RIM. ; I I I I SCARIFY SIDES OF PLANTING PITS PRIOR TO BACKFILLING. ~2 X DIA. OF ROOTBALL-+ UJ ~ o Amerloan Englne.rlng Corporation 1-4-+ .... +-+-...... PHONE (425) 881-7430 SHRUB PLANTING SCALE: NTS Engineers • Planners • Surveyors 4032 148th Avo. N.E. Rodmond. WA 98052 g ~---------~F~II.-p-a~~&~Na~m~.---------~ P,\2003\0312\En Ineerln \D. \e0312" I.dwg 10/0712004 08,21,21 AM PDT RECOMMENDED FOR APPROVAL By; _________ DATE: __ _ By: _________ DATE: __ _ By: _________ DATE: __ _ By: _________ DATE: __ _ -- GENERAL NOTES ALL WORK SHALL BE PERFORMED BY PERSONS FAMILIAR WITH THIS KINO OF WORK AND UNDER THE SUPERVISION OF A QUALIFIED FORMAN. PLANT LOCATIONS ON PLAN ARE DIAGRAMMATIC AND MAY BE SUBJECT TO ADJUSTMENT IN THE FIELD BY LANDSCAPE CONTRACTOR. PLANT TREES AND SHRUBS UPRIGHT AND FACE TO GIVE THE BEST APPEARANCE OR RELATIONSHIP TO ADJACENT STRUCTURES. BACKFILL SOIL MIXTURE TO BE A SANDY TOPSOIL INCLUDING SANDY SOIL AND HIGHLY ORGANIC COMPOST. USE CEDAR GROVE 2-WAY TOPSOIL PLACE 4" OF TOPSOIL OVER ALL PLANTING BEDS AND TILL TO A DEPTH OF 8' PLANT TREES AND STAKE AS SHOWN IN DETAIL. RAKE SOIL SURFACE SMOOTH AND FREE FROM ALL ROCKS. SOIL LUMPS. STICKS, AND OTHER DELETERIOUS MATERIALS. AFTER PLANTING, COVER ALL AREAS WITH THREE (3) INCHES OF FINE BARK MULCH. GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE BY OWNER. EACH UNIT TO BE DEVELOPED WITH A MINIMUM OF 250 SUARE FEET OF LANDSCAPING OR PRIVATE YARD ABUTIING EACH UNIT. CREATE LAWN PANELS WITH UNDULATING FLOWING LINES. IRRIGATION SYSTEM WILL BE REQUIRED. SYSTEM LAYOUT TO BE INCLUDED IN THE ENGINNERING DESIGN PHASE. LARGE CONIFEROUS TREES SPACE 8' -30' O.C • SYMBOL QTY. BOTANICAL NAME o 26 CHAMAECVPARIS 08TUSA LARGE DECIDUOUS TREES SPACE 8' -30' O.C. SYMBOL QTY. BOTANICAL NAME 32 ACERRUBRUM 38 CORNUS KOOSA 4 PVRUS CALLERYANA LARGE SHRUBS SPACE 6' -6' O.C. SYMBOL QTY. BOTANICAL NAME @ 16 CORNUS SERICEA ~---------SMALL SHRUBS SPACE 3' -4' O.C. SYMBOL QTY. BOTANICAL NAME @ND 62 NANDINA DOMESnCA ® PL 124 PRUNUS LAUROCERASUS 'OTTO LUYKEN' @vo 26 VIBURNUM DAVIDII GROUNDCOVER SYMBOL QTY. BOTANICAL NAME -42 HEMEROCALUS SPP. HYDROSEED SYMBOL QTY. W .".~'\.~:. :"( .. ).,.' :~<: 24,000 SQ. FT. HYDROSEED LAWN • ... COMMONNAME HINOK! FALSE CYPRESS COMMON NAME RED MAPLE KOOSA DOGWOOD BRADFORD PEAR COMMON NAME RED TWIG DOGWOOD COMMON NAME HEAVENLY BAMBOO OTTO LUYKEN LAUREL VIBURNUM COMMON NAME DAYULY SIZE &8' SIZE :21/2' CAL 21/2' CAL 21/2' CAL SIZE 2 GAL SIZE 6 GAL 6 GAL 2 GAL SIZE 1 GAL CONDITION 8&B CONDITION B & B/CONT, B& B/CONT. B&B/CONT. CONDITION CONTAINER CONDITION CONTAINER CONTAINER CONTAINER .-- CONDITION CONTAINER I ---------, , .... ~ I"~\ \ I J J I I J .. ., I - I I 23 NORTH RANGE 5 EAST W.M. --~'"""-8 -_.) I .o~ ! I I I I I I I I I I I I I \ I WriJ I ~ --- WIll ... ----~-_IE 11411 LANDSCAPE PLAN PLAN 1 OF' 1 AEC 10312 I I I I I I I I ~ 6 . ~ • u ~ • -l ~Z 00 ~E-< E-<Z -~ uP:: " ii I' -il ~i ~I ~ Cl.. W Cl.. CS (/') o ~ ~ b: w u z: o u .,J 0-~ en "" '-0 ;;; ,!d :;; :J a.. "-'" c :2 :J co "-'" c '" c 0 c;: 0 ~ ~~I -d" d~ II .ia , - § <~ vi < ci ~ ~ .J c:: 0 U I I I I I z o (j) ~ Ct: NOTE: • STAKE TREES OVER 5' HEIGHT. • PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE • SCARIFY SIDES OF PLANTING PITS PRIOR TO BACKFILLING, 2 STRAND TWISTED 12 GAlJGE-~fi~~~~~ GAL. WIRE ENCASED IN l' DIA. RUBBER HOSE 8'-0' BVC TM' TREATED PINE ----~ STAKES DRIVEN TO REFUSAL INTO UNDISTURBED SUBSOIL MIN. 24" DEPTH STAKE ABOVE FIRST BRANCHES OR AS NECESSARY FOR FIRM SUPPORT SPECIFIED PLANTING MIX WATER AND TAMP TO REMOVE AIR POCKETS TREE PLANTING SCALE: NTS NOTE: • MULCH COMPLETELY BETWEEN ALL PLANTS EXCEPT IN SEEDED AND MARSH AREAS. • PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE. 3" MUlCH. KEEP MULCH AWAY FROM TRUNK. FORM SAUCER WITH 3' CONTINUOUS RIM FINISH GRADE --_H .----3" MULCH. KEEP MULCH AWAY FROM TRUNK. ...---FCIRMSAUCER WITH 3'HIGH CONTINUOUS RIM. EXISTING S~::':~;~~~lmIE§~WLJ~~~ PLANTING SOIL. WATER -...:::; AND TAMP TO REMOVE ~~~~~~~~~~~~~-~ ALL AIR POCKETS. "!I SCARIFY SIDES OF PLANTING PITS PRIOR TO BACKFILLING. .J.-2 X DIA. OF ROOTBALL-..J. American Engineering Corporation SHRUB PLANTING SCALE: NTS Engineers • Planners • Surveyors 4032 148th Avo. N.E. Redmond, WA 98052 RECOMMENDED FOR APPROVAL By: _________ DATE: __ _ By: _________ DATE: __ _ BY: DATE: 1-14-+++--1 PHONE (425) 881-7430 ------------------- g ~--------~n~I.~p~a~th~&LUNa~m~e-------~ By: _________ DATE: __ _ P,\2003\0312\Engln •• rlng\Dw \.0312"pl.dw 10/07/2004 08,21,21 AM PDT GENERAL NOTES ALL WORK SHALL BE PERFORMED BY PERSONS FAMILIAR WITH THIS KIND OF WORK AND UNDER THE SUPERVISION OF A QUALIFIED FORMAN, PLANT LOCATIONS ON PLAN ARE DIAGRAMMATIC AND MAY BE SUBJECT TO ADJUSTMENT IN THE FIELD BY LANDSCAPE CONTRACTOR. PLANT TREES AND SHRUBS UPRIGHT AND FAGE TO GIVE THE BEST APPEARANCE OR RELATIONSHIP TO ADJACENT STRUCTURES. BACKFILL SOIL MIXTURE TO BE A SANDY TOPSOIL INCLUDING SANDY SOIL AND HIGHLY ORGANIC COMPOST. USE CEDAR GROVE 2-WAY TOPSOIL PLACE 4" OF TOPSOIL OVER ALL PLANTING BEDS AND TilL TO A DEPTH OF 8" PLANT TREES AND STAKE AS SHOWN IN DETAIL. RAKE SOIL SURFACE SMOOTH AND FREE FROM ALL ROCKS, SOIL LUMPS, STICKS, AND OTHER DELETERIOUS MATERIALS. AFTER PLANTING, COVER ALL AREAS WITH THREE (3) INCHES OF FINE BARK MULCH. GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE BY OWNER. EACH UNIT TO BE DEVELOPED WITH A MINIM~M OF 250 SUARE FEET OF LANDSCAPING OR PRIVATE YARD ABUTIING EACH UNIT. CREATE LAWN PANELS WITH UNDULATING FLOWING LINES. IRRIGATION SYSTEM WILL BE REQUIRED. SYSTEM LAYOUT TO BE INCLUDED IN THE ENGINNERING DESIGN PHASE. lARGE CONIFEROUS TREES SPACE 8' ·30' O.C. SYMBOL Q1Y. BOTANICAL NAME COMMON NAME o 26 CHAMAECYPARIS OBTUSA HINOKJ FALSE CYPRESS lARGE DECIDUOUS TREES SPACE 8' • 30' O.C. SYMBOL QTY. BOTANICAL NAME COMMON NAME 32 ACER RUBRUM RED MAPLE 38 CORNUS KOOSA KOOSA DOGWOOD 4 PYRUS CAllERYANA BRADFORD PEAR' lARGE SHRUBS SPACE 5' • 6' O.C. SYMBOL QTY. COMMON NAME BOTANICAL NAME • ;" < 11 @ 16 CORNUS SERICEA RED TWIG DOGWOOD SMALL SHRUBS SPACE 3' • 4' O.C;- SYMBOL QTY. BOTANICAL NAME COMMON NAME @ND ® PL @VO GROUNDCOVER 52 NANDINA DOMESTICA HEAVENLY BAMBOO 124 PRUNUS LAUROCERASUS 'OTTO LUYKEN' OTTO LUYKEN LAUREL 25 VIBURNUM QAVIDII VIBURNUM .... SYMBOL QTY. BOTANICAL NAME COMMON NAME HYDROSEED SYMBOL 42 QTY. HEMEROCAWS SPP. DA'(ULY 24,000 SQ. FT. HYDROSEED LAWN • ., SIZE &8' SIZE 21/2' CAL. 21/2' CAL 21/2' CAL SIZE 2 GAL SIZE 5 GAL 5 GAL 2 GAL SIZE 1 GAL CONDITION B&B CONDITION B & B/CONT. B& B/CONT. B&B/CONT. CONDITION CONTAINER CONDITION CONTAINER CONTAINER CONTAINER CONDITION CONTAINER ....... ', • -·.IC'-_/, ---- \ " "e 1""'\ \ I I I I I I ~ ~ '\ \ \ ------------~=r~ / SECTION 15/roWNSHIP 23 NORTH RANGE 5 EAST W.M. / / ..L._ I I 10 \ = ------'""-8 ' I -_.) I ,0' I I I I I I I I I I I I I I \ '<1" '\ '\ ---I-L.- GRAPHIC SCALE ~ • J 3D i~!iiiiiiiiiiiiiiiiii1 1 IIICH -040 rr. U\I.mI IIIIIIIIIEI -~ -,-_n: •• LANDSCAPE PLAN PLAN 1 DF' 1 AEC 10312 I I I I I I I 1 OEVELOPMENT PlAN CITY OF AENTONNING OCT 1 B 2004 RECEIVED --------- '" IN' IN' IN' W '" 1111 '" '" '" m '" '" "' '" ------ I ; 1 1 1 1 1 1 1 1 1 1 1 1 1 1 L ____________________ ~ q'-b" X Q'-6' VIN.,.. G>ARAG>E 21'-2" X 20'-0" GONG G>REAT ROOM 1.2'-0" X 13'-0" GAR-PET -T~----~-~ : GO>< --. -"--'--nl I 6'NK i W DI5P. DV-I no w KITCHEN ~'~Q VINYL-OOg I I I L_____ EEFJSo --~ c::::J I 8 I'""':": -)---~DER. . __ _ \VINYL-'--- ?= =::t:i. FOY~ 1 III I~ COVER.eD POR.CH GONG MAIN FJ...OOFC. FJ...AN seE cs.eNeRAL. NOTES SGAL.e. 1/4" • 1'-0" 600 SGlUARI!! FEeT MAIN FL.OOR. PATIO GONe , . , 1 ~ [d 1 1 1 D 1 1 1 (: MA5TER III 1 BEDROOI'-D .. I 0.1 lei-eli x 13'-6" 1 GARR FT 1 = 1 [d 1 1 r3 1 10 ~ P4S .- n BATH V VINYL- BEDROOM mOO TIA!O 10'-0" x 10'-0" ~\ GARPET I I Dr ___ ~ 10 \ ~A-H 1;0 VI NY!... ",. .... D VTO '"'- AI , , R.O.~ ,.-, SEE \ VINYL- L.. "1 P4S Ii.. ~ ---.- I I II t;)t: ..... "1 , ! TIA!O q'-Oll x 11'-011 GARPET SEe cs.eNeRA!... NOTeS SCA!...e. 1/4" • 1'-0" ",e4 SQUARE FeET UPPER. FL.OOR. .Jl7rf.J\. T dat" , 10-oe-04 permit • ... "vlelone, 00-00-00 SHEET OF A.:2 A2 DEVELOPMENT PLANNING CITY OF RENTON OCT f B 2D04 RECEIVED