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LUA00-059
. -..„._ , •,-.,. . . 0 0 CITY OF RENTON cry:-.-,! 7410misurmu - - ,, ' ' i:-.P r - .°PI' ea Planning/Building/Public Works ,x1 co 4:,.. st - - cc.0-4 . folfr A. .... 0 .30.,0 ..'.: oe.44 ab ...— 1055 South Grady Way - Renton Washington 98055 E t; \ NAY 2 5'0 0 Isitazza . ADDRESS SERVICE REQUESTED 10\ r AB halrEll' * .* .: 6. _ ry t...,,, : ,-,..--- $07145141:1 - -Pd-al'ik% I.' • N., * * • . . . . . . ,..,..- - . . • A‘11, FOr0e0d72scOhOoleoI n ,,, Fill p--,,,-..., r, ):.,:-..,:.,,. ,•,-- ,._:.0 &PO Box 7600 Jessie(Zafer Macris • - Los Angeles, CA 90051 . , ....14, 1 •.- .--- • . . SNIER `c1___ p•. i 1 tiei DELI,PUBLE , AS ADDRESSED . , tplABLE TOGRWARD F • 111)11.P 90851 1 hill li litilihtlib•wfii 1 1 if tili il t i Mud]1.1 iiIiiililta ,.._... • • 2(se NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON_ SIGNIFICANCE - MITIGATED (DNS-M) • • • DATE: May 24,2000 • LAND USE NUMBER: LUA-00-059,ECF APPLICATION NAME: SAFEWAY FUEL STATION PROJECT DESCRIPTION: The applicant is proposing to construct a gas station in the southwest corner of the existing Safeway parking lot. The station would include a 2,470 sq.ft.canopy,a 264 sq.ft.attendant kiosk and four fuel pumps. The project would require the installation of two 20,000-gallon underground fuel storage tanks. The proposal was approved as a minor modification to the approved site plan for the Safeway development(File No.LUA-98-052). PROJECT LOCATION: 112 South Third Street OPTIONAL DETERMINATION OF NON-SIGNIFICANCE—MITIGATED(DNS-M): 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.110,the City of Renton is using the Optional DNS-M process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: May 18,2000 NOTICE OF COMPLETE APPLICATION: May 24,2000 Permits/Review Requested: Environmental(SEPA)Review Other Permits which may be required: Building,Construction and Fire Permits Requested Studies: Geotechnical Report,Storm Drainage Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: N/A CONSISTENCY OVERVIEW: Land Use: The subject site is designated Employment Area—Commercial(EAC)on the City's Comprehensive Plan Land Use Map and Commercial and Commercial Arterial(CA)on the City's Zoning Map. The proposed use of the site,as a gasoline service station,is considered a primary permitted use in the CA zone. The proposal is consistent with both of the Comprehensive Plan and Zoning designations. Environmental Documents that Evaluate the Proposed Project: N/A Development Regulations Used For Project Mitigation: The project will be subject to the City's SEPA Ordinance,Zoning Code,Public Works Standards,Uniform Building Code,Uniform Fire Code and other applicable codes and regulations as appropriate. Proposed Mitigation Measures: 1. The applicant will be required to pay the appropriate Fire Mitigation Fee based on$0.52 per square foot of new construction. , 2. • The applicant will be required to pay the appropriate Traffic Mitigation Fee based on$75 per net new average daily trip associated with the project. 3. Temporary Erosion and Sedimentation Control Measures shall be installed and maintained to the satisfaction of the representative of the Development Services Division for the duration of the project. NOTICE OF APPLICATION • Comments on the above application must be submitted in writing to Ms.Lesley Nishihira, Project Manager, Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on June 7,2000. 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: LESLEY NISHIHIRA (425)430-7270 . PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION _ EA18,23.5 RENTON 327E • -- Ga713.o 3 Goe'Llal 2 n ed.q Ac es ^�_.—.__ II.75 Acr s 12.10 Acres O \\ M� 2 8y pq` • J� -5nosnQ Cf Y OF RE TON Al '•PORT ' o= �. - `'Q vim "° CI m S " •-`'[::_=:_= -Uil1 ` ` o , a is , AIRPORT � WAY 1> 1`___ . .1L q' /"` I 4 v Nk T � ^4 0441 Fi 1QFA I:V Tr ,W 43110 ii • 13i7i - ,,4 . C ��. .c S •.. T/LL/CUM, V•STj,..�r, f7IQ; _ J if1....:. ,� • •y, za fin.' %•r ••S` - roam 1, a. �•- . r Atis ` L I D. , i °.ggitA E • 4.g � r sir•4. .. >, ;. ; e: ;Twig I: � � .. .© H imp• a ; •w ... ,'62 ,,i ti '�Imo.. ., • ' �..� 9' _ SCM- Dry inlCl •.Q ,01 IRE j r_�• W t 'M w ,l y.. ...... ;S f�` �` •1 1 ,ler Neal m � d' .`�..... ..! . wll0 . 9 ,ti ;* � ram •� t :8 ow& 3 f Mc� i' I�m����tc 'C+'�7 � `'!EPIC al �. f Will- _ y ....- a pQQ���777�FFF �. • 1.1g1 i " •v,,,.•`\ ram. ••'d``- :?' '✓3 u,: '! -`, m; NI�" N '-)"�"' I 3 1 ice.-..,^..,-• -A z r \ �^ 1. • -01' _ yid •'i a, y§r4 l�J'' t i -, ÷r •�'- �s�.„ oa or'4 Lot 16 I }= \\ 40Tl Ayes il°7 ® 71t+{, — U 0, R i nas , z � S ,STH N a tzST , •a.:: •:. N`- tea[.!+'' t a i tl®' % Mj , cil N ..., aiat,:,.. _..,;;,......1..____. ....:_a_i.:41, 4 ,,,,,Tri , : . i. 4,,._2. F... .In ,. .. .----irtg,p.,:kk}011_tri-"111--,,,aim Ze' -0 V .7-•. `11:"37 i:it" . . r. 4"'y.e w_ r ,.®mac ."m0"h 4 '' �1F��m �,�\�,� I5� ...—y t� 4;�. e OEN�,,, -u ID \' , \ .� •- a S 6TH - ST, , 1gt.5'f�y t. ... '�: • ], °- I1— F. 0 W CITY OF RENTON \=,_ "�='_r .: � -- 'rt Planning/Building/Public Works t�00,A1,10�� :� 1055 South GradyWayRenton Washington 98055 a It so i �lkY 5'O 0 0 ' g paufaa .: a: ADDRESS SERVICE REQUESTED �� 7 58 ? U.S. POSTAGE t 7L_, _ -''''' % • 1 05 9118 . ospitalDisst 1 440 Rainier Ave S - '' Seattle,WA 98144 V SUCH ` -'; y CTF'..\,'•ti • iit :.1 -.. ':1 ...-..7I..]:i ..y d�i E r I . --sr<� ;ADDRESS : ' c,{ RETURN TO ENDE i . d .`::. P'.W:1 t.':,z7.1,2• lJs1s'sissjsIIaassisissisi'sssiissi.�sissiisssi iffihsliirisiisi ...�.�__...._._ ------- 10- TY 0.i NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE - MITIGATED (DNS-M) • DATE: May 24,2000 LAND USE NUMBER: LUA-00-059,ECF APPLICATION NAME: SAFEWAY FUEL STATION PROJECT DESCRIPTION: The applicant is proposing to construct a gas station in the southwest corner of the existing Safeway parking lot. The station would include a 2,470 sq.ft.canopy,a 264 sq.ft.attendant kiosk and four fuel pumps. The project would require the installation of two 20,000-gallon underground fuel storage tanks. The proposal was approved as a minor modification to the approved site plan for the Safeway development(File No.LUA-98-052). PROJECT LOCATION: 112 South Third Street OPTIONAL DETERMINATION OF NON-SIGNIFICANCE—MITIGATED(DNS-M): 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.110,the City of Renton is using the Optional DNS-M process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT:APPLICATIO.N DATE: May 18,2000 • NOTICE.OF COMPLETE APPLICATION: May 24,2000 .. Permits/Review Requested: Environmental(SEPA)Review { Other Permits which may be required: Building,Construction and Fire Permits Requested Studies: Geotechnical Report,Storm Drainage Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: N/A CONSISTENCY OVERVIEW: Land Use: The subject site is designated Employment Area—Commercial(EAC)on the City's Comprehensive Plan Land Use Map and Commercial and Commercial Arterial(CA)on the City's Zoning Map. The proposed use of the site,as a gasoline service station,is considered.a primary permitted use in the CA zone. The proposal is consistent with both of the Comprehensive Plan and Zoning ' ' . • designations. Environmental Documents that Evaluate the Proposed Project: N/A Development Regulations Used For Project Mitigation: The project will be subject to the City's SEPA Ordinance,Zoning Code,Public Works Standards,Uniform Building Code,Uniform Fire Code and other applicable codes and regulations as appropriate. Proposed Mitigation Measures: 1.. The applicant will be required to,pay the appropriate Fire Mitigation Fee based on$0.52 per square foot of new construction. "` 2._.... The applicant will be required to pay the appropriate Traffic Mitigation Fee based on$75 per net new average daily trip associated with the project. 3.. Temporary Erosion and Sedimentation Control Measures shall be installed and maintained to the satisfaction of ' the representative of the Development Services Division for the duration of the project. NOTICE OF APPLICATION • Comments on the above application must be submitted in writing to Ms. Lesley Nishihira, Project Manager, Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on June 7,2000. 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: LESLEY NISHIHIRA (425)430-7270 • • PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION EV t8.23.5 RENTON 327E GovT.Lal 2 28.p Ac es ,i -- •: -'--- Gc%tLo 3 _ I2.10 Ades n 2 II.75 Acr s > t.iP •-3no:sr.•,` ' CI OF RE TON Al -PORT S;., • ED ,t: :, AIRPORTH WAY:,,. s. s TILL/CUM v's7 v cr,iQ•.1 J n`.e.�o.... \� 5=V'; I I DA f . - v laiZI ND i •a--1 • dla s sY=1 i i i ® Q- tiel,__Igi.. . • • • -- '11,:::*'••"r.' ,'''. '. .4.• 4BM-• I. . " ..." • rit • • w m� , W [I �' \ • L;ciiii IS a÷ : ..• . t-r-i. ,.V gam.aq - N ..., ..,....„„...._, ,. „ ...„ ..,...., ... • . . ,,_... ,. ___,..,..... , . , . . .„... Tj idp 11- u `Elm'{ d A < Ts Q_ - °./ 0?j. .. ':u x Nypj• m•gq\ ® e x sU._• ' EaSSE �A._- " \�1`--'+ ,, ..�;r"N .III, -,® 1,.: A. ',.' .7 _ „� . et.et • Im •::::•• ... ... IM o i ar°.n moo--.c ` /} _I & I ..... Ii Ell 'A �.` .L .-.®1: 5 _ - i . • -.c...-brw-.-sr-...._.-.-.F._.^_----.-5_.-.-.-.77R. -.SF._;r i`�L1r .♦s no ar..-.fir . . i . ,,......... ...,. • ...,:,;_,..,-,.. .-„,rjr...-A.,,..,.......„. .• a 0 CITY OF ItENTON awIL Planning/Building/Public Works 4 CO) ,. < \ Orry94 •-,•i' CD 41 '. ge_A a - - D at. 1055 South Grady Way - Renton Washington 98055 cal- flAT 25'00 03 0 14 Mg Ca . nn . . ADDRESS SERVICE REQUESTED tat . no MOTEF4 "--,,,..• 4- 7158401 U.S. POSTAGE • n www.9.2 FA ir cn 0 c c a-1._-. it, 4 Cr c, ,.. _ co OZW=112. IR- c") 784130 0005 06 . Plc L rt. !: 5).'------ ._ . 7.D‘ g ; 321 S 3Rd St u, 0 . . • ' (.2 w Renton, WA 98055 : .„ ,-. 'il il Ii --:'Li.,.. :._• ,, ''.:._._,'.:-I-::.:,:,--11.;:;" Pa al a . . . _ _______ ?•__ __ . (IA''TA .. P—E1T ELIVERABLE 2- - 1°1 l'ICILI .\''N i aiiiii00 Alril 9i :4.1'" !- -- ---- ---.----— - . . .- 1 AS ADDRESSED r°(:<_ 1UNAKE TO FORWARD --- - ' ? co i. iii 1 iii 1111 iii III .1 °-) Wd lif ip luesls,-re,s..,--2. iiiiimutmlioniiilhimii ..iiiimilimilitililiilifni i 1 i i I il i RETURN TO SENDER •- ' I i 1 if i i i I i 4/ 410' / I . , i .S`SY O + ® �u NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- • . SIGNIFICANCE MITIGATED (DNS-M) DATE: May 24,2000 LAND USE NUMBER: LUA-00-059,ECF APPLICATION NAME: SAFEWAY FUEL STATION PROJECT DESCRIPTION: The applicant is proposing to construct a gas station in the southwest corner of the existing Safeway parking lot. The station would include a 2,470 sq.ft.canopy,a 264 sq.ft.attendant kiosk and four fuel pumps. The project would require the installation of two 20,000-gallon underground fuel storage tanks. The proposal was approved as a minor modification to the approved site plan for the Safeway development(File No.LUA-98-052). PROJECT LOCATION: 112 South Third Street OPTIONAL DETERMINATION OF NON-SIGNIFICANCE—MITIGATED(DNS-M): 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.110,the City of Renton is using the Optional DNS-M process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance Mitigated(DNS-M). A 14-day appeal period will follow the.issuance of the DNS-M. PERMIT APPLICATION DATE: May 18,2000 NOTICE OF'COMPLETE APPLICATION: Mai 24,2000 "' Permits/Review Requested:' 'Environmental(SEPA)Review Other Permits which may be required: Building,Construction and.Fire Permits Requested Studies: Geotechnical Report,Storm Drainage Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: N/A CONSISTENCY OVERVIEW: Land Use: The subject site is designated Employment Area—Commercial(EAC)on the City's Comprehensive Plan Land Use Map and Commercial and Commercial Arterial(CA)on the City's Zoning Map. The proposed use of the site,as a gasoline service station,is considered a primary permitted use in the CA zone. The proposal is consistent with both of the Comprehensive Plan and Zoning designations. Environmental Documents that Evaluate the Proposed Project: N/A Development Regulations Used For Project Mitigation: The project will be subject to the City's SEPA Ordinance,Zoning Code,Public Works Standards,Uniform Building Code,Uniform Fire Code and other applicable codes and regulations as appropriate. Proposed Mitigation Measures: 1.' ' The applicant will be required to pay the appropriate Fire Mitigation Fee based on$0.52 per square foot of new ,construction.„ 2. The applicant will be required to ay the appropriate Traffic Mitigation Fee based on$75 per net new average daily trip,associated with the project. 3. Temporary Erosion and Sedimentation Control Measures shall be installed and maintained to the satisfaction of the representative of the Development Services Division for the duration of the project. NOTICE OF APPLICATION • Comments on the above application must be submitted in writing to Ms.Lesley Nishihira, Project Manager, Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on June 7,2000. 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: LESLEY NISHIHIRA (425)430-7270 . • PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION E5518:23.5 RENTON - -- •-- . 3 27 E e �m. AG 12 • ' ::.\'• Gvi o 3 011.75 cr s @o A-cre vn rr. 2310 yc :r 1 • Cj; Y OF RE TON Al -.PORTLti 9 Q :...„.., ..,.. j. Q c Q � 2 ..0 •r,1- . • • 17 m / 02 r 7 rI.` -` {---pl'-A/RPORT I7 WA.�1Y( `---1y--- '/`-'f�•' ,(' 'PiL' q?Ni p' I �I 1.6.NkFTQM' it.§4iA4Q17C4•SI`1ilill'ii;`•TOE[S4d��[l64' 1 - •I l'k s lict.g.z ,.'sr..3 ..,.r.r e-le PCr' .4....1.e«. ey �', ..I.:,'t ''II' "�•r er. I t)�' '•�.•- P 1..3� ,1'7.? � ; �'\• `` t 43I.- %X . �0®IU n R7 .Piq.'5'i® 19; ®1 0,'T Si - FE s;:.-IC -. '4.. \ s roam St ,..-.� I:• �. 1 . . li -4A C`r�y sox\• o rye.— '.1- ::i ,,: ¢ '� ,1_ P,4- 11 of I E rpm I lif • - 'L • r..- lu ,.,t ,:Imo". .'Z•.„: �9-, SCM I DIY IPICI , - 1 r]Ili ,O -11 • NI per7., 21.*--- 0`„_c •! ®,.a® inn= —/ k-7 yr*../R il' \ =,,.-- : l'z:,.'t i,. :! l 1 y 3RllI LE% YYYOcY 1 --mgr.bFjLYi7iY , - \ .y, I15 _pp •1Q M1,,6•ii \\ � w ^' y ^ y r' r�S"_ I�>.,� g y17.•� W `:1.,.1\t. a1 0_ R -:; lea .m .I;. p.; • . Ekli 1 1 . ._Ei la 3 In ,ii,l, ..___;.,,,..,_....... .,.. :,----.. :- 1-1 tL,F . . .. . . .. • • . , .� •,! ......1�„1 e W V.CI ©�gm ,.. ,a, ,.,,,",..,,,,, \ .S 6l// SC . 211.1111. ESi!1I � :.. 3..7 ,a„ a Sinn atn' 'ES"..`t.1L� pii n0 t -°- =.s •1 -•f a.-hrh-.-s r-----I_._,-.-.--.rrH.�.-.-_.5F.-.-..- n. : — —+7-1:0 1`'LeEFaO.—•—.—.� aT.�3 Ae se•rrlpl`.7 -f 0 0 CITY 0' °,.1ZENT4EON .:4>'.:":, "3.1 i 1. Ilin 1 1111111 il 1- 11 1 I I" 111 0 111 n 1 I ! il illi! i J1111ii 11 1 11 1 ! 111 111 ll iii ii 1 „. .. ea - Planning/llding/Putie Works 25'00 rirrifff. --41.A 7- 0 .3 0 5 1 PB. 1055 South Grady Way - Renton Washington 98055 col— u.s. **: ,somoisi, 0,0 .. It lill CO POSTAGE El ADDRESS SERVICE REQUESTED :ETER7158401 14,,,,Ikti4e%4400. 664) .., _ 000 _,,,1123 ' Frederielc,-: i,er - ._ : 10856 kalltiki•::.•,;,: ,,,, L. Seattle, WA 98 i'78'.---, _ __ _,..._ . __ _ -, :.. 2LT.. :., i,',.. ' :: __ , :_,.•(::',.',f-;,,,) ..,... .4,,,. AS ADDRESSED --/ <,,, .... 'i c.,4 UMW E TO FOP:VIARD ; 1 I 3 • •-•7 . .;4,..,-- ci, : IN d -:- ' -:-•....th.gtia-,,--_,--1-:,-.'Li- : •-•'..., S" '3'6::7-....,." illiiiIhdillimilistitimilil Milititlitilludilliniitlilllilislildlidl ti,.1.^..' - '41 „ -u � NOTICE OF-APPLICATION AND PROPOSED DETERMINATION`"OF NON- SIGNIFICANCE -•MITIGATED. (DNS"=M):.; DATE: May 24,2000 LAND'USE NUMBER: LUA-00-059,ECF APPLICATION NAME: SAFEWAY FUEL STATION PROJECT DESCRIPTION: The applicant is proposing to construct a gas station in the southwest corner of the existing Safeway parking lot. The station would include a 2,470 sq.ft.canopy,a 264 sq.ft.attendant kiosk and four fuel pumps. The project would require the installation of two 20,000-gallon underground fuel storage tanks. The proposal was approved as a minor modification to the approved site plan for the Safeway development(File No.LUA-98-052).. ' PROJECT LOCATION: 112 South Third Street OPTIONAL DETERMINATION OF NON-SIGNIFICANCE—MITIGATED(DNS-M): 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.110,the City of Renton is using the Optional DNS-M process to give notice that a DNS-M is.likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT,APPLICATION DATE: May 18,2000 NOTICE OF COMPLETE APPLICATION: May 24,2000 • Permits/Review Requested: Environmental(SEPA)Review Other Permits which may be required: . Building,Construction and Fire Permits . , • Requested Studies: Geotechnical Report,Storm Drainage Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: N/A • CONSISTENCY OVERVIEW: Land Use: The subject site is designated Employment Area—Commercial(EAC)on the City's Comprehensive Plan Land Use Map and Commercial and Commercial Arterial(CA),on the City's Zoning Map. The proposed use of the site;as a • gasoline service station,is considered a primary permitted use in the CA zone. The proposal is consistent with both of the Comprehensive Plan and Zoning designations. Environmental Documents that Evaluate the Proposed Project: N/A Development Regulations Used For Project Mitigation: The project will be subject to the City's SEPA Ordinance,Zoning Code,Public Works Standards,Uniform Building Code,Uniform Fire Code and other applicable codes and regulations as appropriate. , .. Proposed Mitigation Measures: • 1. The applicant will be required to pay the appropriate Fire Mitigation Fee based on$0.52 per square foot of new construction:,-:. 2. The applicant will be required to pay the appropriate Traffic Mitigation Fee based on$75 per net new average daily • trip:associated with the project: • _ • . 3. Temporary Erosion and Sedimentation Control Measures shall be installed and maintained to the satisfaction of the representative of the Development Services Division for the duration of the project. NOTICE OF APPLICATION • Comments on the above application must be submitted in writing to Ms. Lesley Nishihira, Project Manager, Development Services Division, 1055 South Grady Way,Renton,WA 98055,by 5:00 PM on June 7,2000. 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: . LESLEY NISHIHIRA (425)430-7270 . PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION F. -p _ EY.18:23.5 RENTON 327E GovY.la12 G8 q Ac es �` G75 Acrt-LO s I2.10 Acres [1 2 ..\ 11.75 Asr s Li 1 n..:::.. n \\ 4 .. C4 L. '� CJ�, Y OF RE TO Al PORT ,,eY z S.\ ' ' ,, e. �2 5�= W C� 'o' �� • oCI r l -- - e a.—:awe:. ,_-t.-0-7.7_'C.;..,,.le . ^ i J o a il • AA//RPON��TI� f��`` WAY- '' �p • 11 'PiL `4/ °V61. I '`AC %,14c 1QI s �'�1'r�l..odi-9, �)APi7• - ^ '1`k 'I N $ I N NT 1 CD•3 9 AP N P I •'. ! • S T/LL/[UAI b•sr,} is 0°C: 7 ...• �7 ,.<,'s.\1;<x. ' :�e:::. .. i -i.�,,,� Y:�I';::i,^. a �aK�:l,'.G7i y�:1{r •• r a 9-'- L/.^ _uuTi's• za' \nI S •- - TOB/N R SP • Rh s i L i i,1--I:LI:it .1.„1. ,,,;,. ,,,,,„,ii, .-?, -,,--diiNiel 4.. ' ,,.'a,..';Nyel -..:T.4.',:7'r.i i, I-, m //e .::"..fit.i:'.-.7." --- . ,,n, vi ,,,,i ir . .. : - 'cril.;ez-; V". I % i I I= . ....01 n L7 2 1�ei1. mserf 7, _sit�o- 1.0: § ` -1 - fin NU nuo 6 7 `�..... ..., p.I,' pm @.a • wage- 1, y�®fl`gam,•-+• L e ,•i 1 sa ' O t7 —12111 °•'` ry� q�'�Q .x. '�44 /®� •s ; • �..^wilt,' RU, PL7 Ir'T� ®J - '.m! . "'r , ...y •• S aTH y cS.Tr `.\.!:. :••• '-.. "1: ligi..IL.,‘,,,o Kjit-7: rif--)...1.5 -% ' I''''''' ': .?". 1 tial !. �•. o .a-4-:r • .r .1 mrs ). '• � mas f.`srgs'F. S. STH F- a �Sr - ".•.'''''''. ..-- ••, 'sc cf.:--f :1.$14,4-7, 'i "'.04-, 2 ic •m I.! . . -00.- - Q.I"t.„''pe..-,: I° ilf-dt2:*Eil ,•Zikr ;11:1 ' EI 311-'• ' . . . \ J x-514 Z o do 6 ' p mill \,I, 7_!viz 6777 s •u pan • N. l!V .,, .. ftm • _.L:.ar-bn.--sr- en-•-•-rr......-_:S',-.-.-.-.TTH.t_.._.-_. .-.-.a- -ice••1 ., . - . -'- , ' • - --, - ' • -.- - - __., : ---: ;.,.:-_,..,.-,:.. ., : 1.._ . s_ _. •,_„— - ---... .--.,, . .4,,,, , . ..- 0 tf, CITY OF RENTON r:,7,14 , :----, ........... . ; .)1.- „,-,....„.„.....4„, r...-....„.._, mu. Planning/Building/Public Works i3 X —I 71/7170 q E ,.. 1055 South Grady Way - Renton Washington 98055 o 44 top-. liAY 25'00 ) gi.rja 0 ,3 0 5 A -toom. .. * im Vs A xt. PB MOYER 1 ADDRESS SERVICE REQUESTED 7156401 U.S. POSTAGE • 182305 9063. -- L Dale-&---Chtp,Walker .,....,., .--• -,--,../. ..,-,- 50 RainierS 1 enton, WA 98055 __ _ ______ _ , . 1?, - . - --- - -- -- -- - -- , SOUN150 98,05,0-0721W, .-.'&5--.0_10e/01/00 RETURN„TO,i5END q.IR.,2 1-!,1?_1-iv,I,k0 .!;..;.':il'H',:::-, 0 , •-- 1 . NO FORWARD ORDER ON FILE T 0 WRITE7 1 ti N111' ii0 • rUNABLE TO FORWARD ..r.=.1munin...1_.ncim .q.mpan.po .,...._, i ADDRESSEE ,!Li:.,4 NKNOWN. i - -- i , ,_.--,. s ;1)f,• kr-d i eheg 6 -7 J--,. .›. *--, . ni 1 in ii li n ii n1 till II ni nonnnnniininninnunnunnnininifinnimni • . \-..,. ._ _...,,- , . .. .._ • O, rcY , + Ili ®wiL "WN�o� NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON SIGNIFICANCE - MITIGATED (DNS-M), DATE: May 24,2000 LAND USE NUMBER: LUA-00-059,ECF APPLICATION NAME: SAFEWAY FUEL STATION PROJECT DESCRIPTION: The applicant is proposing to construct a gas station in the southwest corner of the existing Safeway parking lot. The station would include a 2,470 sq.ft.canopy,a 264 sq.ft.attendant kiosk and four fuel pumps. The project would require the installation of two 20,000-gallon underground fuel storage tanks. The proposal was approved as a minor modification to the approved site plan for the Safeway development(File No.LUA-98-052). PROJECT LOCATION: 112 South Third Street OPTIONAL DETERMINATION OF NON-SIGNIFICANCE—MITIGATED(DNS-M): 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.110,the City of Renton is using the Optional DNS-M process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: • • • May 18,2000 NOTICE OF'COMPLETE APPLICATION: May 24,2000 •Permits/Review Requested: Environmental(SEPA)Review' r • ' Other Permits which may be required: Building,Construction and Fire Permits • Requested Studies: Geotechnical Report,Storm Drainage Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: N/A CONSISTENCY OVERVIEW: Land Use: The subject site is designated Employment Area—Commercial(EAC)on the City's Comprehensive Plan Land Use Map and Commercial and Commercial Arterial(CA)on the City's Zoning Map. The proposed use of the site,as a gasoline service station,is considered a primary permitted use in the CA zone. The proposal is consistent with both of the Comprehensive Plan and Zoning designations. Environmental Documents that Evaluate the Proposed Project: N/A Development Regulations Used For Project Mitigation: The project will be subject to the City's SEPA Ordinance,Zoning Code,Public Works Standards,Uniform Building Code,Uniform Fire Code and other applicable codes and regulations as appropriate. Proposed Mitigation Measures:- 1. The applicant will be required to pay the appropriate Fire Mitigation Fee based on$0.52 per square foot of new construction. 2. The applicant will be required to pay the appropriate Traffic Mitigation Fee based on$75 per net new average daily trip associated with the project. 3. Temporary-Erosion and Sedimentation Control Measures shall be installed and maintained to the satisfaction of the representative of the Development Services Division for the duration of the project. NOTICE OF APPLICATION • Comments on the above application must be submitted in writing to Ms. Lesley Nishihira, Project Manager, Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on June 7,2000. 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: . LESLEY NISHIHIRA (425)430-7270 • . PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION _ E:518723-5 RENTON327E Gadllo 3 Gown°,2 Cl AP AC es ..\ 12.10 Acres 1 .r MI 11.76 Av s '•„ n..• .l I • 9` ->no'sr,1` Ci Y OF RE TON AI --PORT •,ii:' ,, Iii •••-d""i n .:, r.--s.::„.. -.. rt. ,......• 1 v....- .-_-_-_-_,J. -.. •:::.:'... .s:. ---1, 0" ) , - i 2 1 /.•`-`IILL• LL.JJ.ryry._A/RyPPOpRT f�,,1.r��rn WAY --1 ;r y1a �iL. 4� v I ; F•�t uc�9N. v n'r. •I 1 6.I.1;'i^.r11+ �L�.iit Rifg��.• ...y� - '' q.N/" 5' f.ryTt TA Y C9•S I'II!'11�PQ /D:�FN rON I� �I •. �� �_S 4 7/LOCUM U's'r,�}'.".bC,-Li -�•.��7_ `'1 .,011...w.. Eys • 1 ;; , 1 ..• pI •I -g } ;,' c i_; r:1 s ''''M.,` } `1zi. ice. In, -w is -Twill 1°[3:,' ;, af; ;,x r rd IA / rzlr : a ,71•- .----- •-•.t4.\ li.' E2'..'la%': . xae > 4e - e. r � 1.9..2. 11121111N 7lu• g• , , .-- 2.'' jcT ^^ 17f:�®'ra F� - Z,x '+:'• 44 7• Wi\t. 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(±0 ).1.---N '-' -. -:.0 ,.. .i4e I T.t., ":- . tip, gi .::: ".,, ,•� 1.1 ,--: .T. m - :0 . , , ..„., , , . „•,_ , , ... a 0 CITY OF RENTON Planning/Building/Public Works .4 63 )+ qC . , o ffewo vis —1 ...affrossmsecammel ' it, ' 7-1947:,A " -ono r• t rc 1055 South Grady Way - Renton Washington 98055 VI I.-- 2 5'O 0 4V102152 .. ial aa ‘ PB METER ft CC \ W7:4• ADDRESS SERVICE REQUESTED - U.S. POSTAGE-- 7150401 Vf-NN 000720 0060 ....-1:, Rei- 1 Dist 403 435 Main Ave S ....41-> Renton, WA 98055 r____ ___ _ ____ __ n'1.11'•---;•-• - , -)0',; • "-\ NOT DELI D;I;LE , ...-z, . 3 -,.. 'INV-S ADORE:381.i t -, ,...0 — 1 OD PIN 9 tiNAULE 10 F OP qSRD ---- 1 . . )NET'JRN TO SENDE“ 1 J-Iv - (SY + ® 'N`VO NOTICE OF APPLICATION • AND PROPOSED DETERMINATION OF:NON- SIGNIFICANCE - MITIGATED-(DNS-M) .` DATE: May 24,2000 LAND USE NUMBER: LUA-00-059,ECF APPLICATION NAME: SAFEWAY FUEL STATION PROJECT DESCRIPTION: The applicant is proposing to construct a gas station in the southwest corner of the existing Safeway parking lot. The station would include a 2,470 sq.ft.canopy,a 264 sq.ft.attendant kiosk and four fuel pumps. The project would require the installation of two 20,000-gallon underground fuel storage tanks. The proposal was approved as a minor modification to the approved site plan for the Safeway development(File No.LUA-98-052). PROJECT LOCATION: 112 South Third Street OPTIONAL DETERMINATION OF NON-SIGNIFICANCE—MITIGATED(DNS-M): 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.110,the City of Renton is using the Optional DNS-M process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: May 18,2000 NOTICE OF COMPLETE APPLICATION: May 24,2000 '• Permits/Review Requested: ' Environmental(SEPA)Review f Other Permits which may be required: Building,Construction and Fire Permits • Requested Studies: Geotechnical Report,Storm Drainage Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: N/A CONSISTENCY OVERVIEW: Land Use: The subject site is designated Employment Area—Commercial(EAC)on the City's Comprehensive Plan Land Use Map and Commercial and Commercial Arterial(CA)on the City's Zoning Map. The proposed use of the site,as a - gasoline service station,is considered a primary permitted use in the CA zone. The proposal is consistent with both of the Comprehensive Plan and Zoning designations. Environmental Documents that Evaluate the Proposed Project: N/A Development Regulations Used For Project Mitigation: The project will be subject to the City's SEPA Ordinance,Zoning Code,Public Works Standards,Uniform Building Code,Uniform Fire Code and other applicable codes and regulations as appropriate. Proposed Mitigation Measures: 1. The applicant will be required to pay the appropriate Fire Mitigation Fee based on$0.52 per square foot of new ..construction.. 2. 'The applicant will be required to pay the appropriate Traffic Mitigation Fee based on$75 per net new average daily trip.associated with the project. 3. Temporary Erosion and Sedimentation Control Measures shall be installed and maintained to the satisfaction of the representative of the Development Services Division for the duration of the project. NOTICE OF APPLICATION • Comments on the above application must be submitted in writing to Ms.Lesley Nishihira, Project Manager, Development Services Division, 1055 South Grady Way,Renton,WA 98055,by 5:00 PM on June 7,2000. 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: LESLEY NISHIHIRA (425)430-7270 . PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION _ Ei51823.5 RENTON�327E __ d.10Aol i -- ---- Gov'1.Lo12 el— 28.q Ac es • Gar tlo 7 _ Gcr Acres .,..,•, '6 11.75 Acr s � 1 5..L_ 9 -3eo-sn I` •, Cl, Y OF RE TON AI -.PORT • • 2'a 9 lJ /II. s:,.___. .... ap '0 a r Q _-- - .,a '-:r.;-rhy Ord. ., _p `. '41; . - , I D s 1 .e a,,Jy`.,1-••I•::1: =.4/RPP�OArrr LI WAY- ----- - - � l/L. aaN r 5 . Sy nLLICUM i•sr �,, C: : 1.• .!I .��...,«. � n N T.1 "} : �1 �® � bs!40I9i �a:4. :ie - —^ ivy• ie l S rOB/N S. •`,._ "I, a f' sd• m N1k ayp1t "I,1,!'� lt i•• 1 Pr ]; •' r •t� A �t ,a -/ 1 • ' ' . y r:!,,a }4. ., , P� ( _ . Al " 'cr.'kJ ez-; `4 ' ,... 4 ,p. V,...) El. . . • =y r 7.211 tii r'i lig a 'I ' ii! 6 i E1 Vai TAU mg 6� r'' r � l: •u 711Y7I= t{tf ti :r,l 7•4'. ;_\r.,ze'vQ_ tlw,•iYBIlP ._ 2 CIE a nn I°° z-* a'. r�i �sly - I�G F . iz 8 ... � '• - \� - �I __ 4Vgiii iT `1, - • - ' yPR' Ism 1:115:H. „.. . niwit• TA„;....-.' -,. ea- CEI•:1--'' 9413-613. -5 .m.a2du*: .7,1'41':". . • . . . • ...-0 .• ,6 •••••:.. ,,, ..?,,0 '3A7.0 , PO 6_,,,,,:_.,. „,p,. 1 ... 1:::::: !Ia..? ...1 ui ICA 1..i.,,,, `:\•q ":" 4. • aS P. çi • ,�.11 Sr, yy � ' *w,,,, -- .,....„ , F-J.w,.. ' En \ \'•'., • .-- .. h ,`6. Q ''' 11 a:, \ 4012 Aces • a}I. , •` ..1,: "- -i1 kid•N�•• ,,,,„\:......�illik " •e ��g;•. Ina; '",• )••, m a _ f` S •5TN 1- a{ ,(' 1,Xn�,''"� •�p_•u.. .- jji W Ti; i r� �. .la ...si,.-;---\ ,,,„ st;_•_-:„:-..,.. .. 6 .___ _,‘, .-.,„‘kf....÷13 '„' i . ..,...,Ifk,EU ]to 0 la • 1,1 • : , .......- ,,_,-_,..... .___,, ..„,-..,-,..,.. . .,-.-- • '1 i in ,- ' , ." • ' ' • • ,. . t. 9,..4. t...45) a,....-..--o,-.-E, • E...!P Nj ' ' m _ , \ . s arN Sr ctr,3.-"I;;;- ' r4 ',.,:::I �� m ' , • tl . '. . .s. .., CITY OF RENTON '' ., ' - ' UMW ,..;.,t..6,,i Xr‘trz._F,441.4...:::;4.."-;•• ' ...':...'1,44, ,„, eall. Planning/Boilding/Pubhc Works - -,, ..1 \-. -.. 41 PM —4--- ,cc ,--• „_ '12 2500 1.0:ftwolligirt .- or—-. 1055 South Grady Way-- Renton Washington 98055--...— o ..-.. 31 IVI`\ / ..,..- IL . ADDRESS SERVICE REQUESTED .,. - 7158401 .. . POSTAGE / NN / 0 9/ / ,p \\ /,,,, . 7111r IX. i d<'t;fr <t;e0 , 4, IfliteN'N. v4) et,484-007 eh ,.. • -ro 404) /,0 -/-4.6 - --- - Ao ‘i? J4 04,0 <,..N. -t 182305 9062 1 ,' ,-,b1rd.&Jeanne Snyder ' -", N •,;.,,,,„, : --// 0...../?4 '0::.; i '-,••9' ' • q tj;S.0:2,1'11..11E Frrt S6-FORWARDE D - -:: :;)e'eAe.f'N4't'(Zebl:-:r:/e (N ° Rj: 11.42.11-"Sir,;774_1.„:„ "if let I ijii Itlej Y. .lir illtithillfillihilifilii/1-1- -- - '----- _cilit10 A,..t. 4.. .,'..... 11 tti i 1 11 1 1 B 1 III IfUltt RETURN TO SENDER _t!,,,,:„:7i,„.: , 4 A, .-- - O�.. OY ,. + + NOTICE OF APPLICATION - AND PROPOSED DETERMINATION OF NON SIGNIFICANCE:= MITIGATED (DNS-M) DATE: May 24,2000 LAND USE NUMBER: LUA-00-059,ECF APPLICATION NAME: SAFEWAY FUEL STATION PROJECT DESCRIPTION: The applicant is proposing to construct a gas station in the southwest corner of the existing Safeway parking lot. The station would include a 2,470 sq.ft.canopy,a 264 sq.ft.attendant kiosk and four fuel pumps. The project would require the installation of two 20,000-gallon underground fuel storage.tanks. The proposal was approved as a minor modification to the approved site plan for the Safeway development(File No.LUA-98-052). PROJECT LOCATION: 112 South Third Street OPTIONAL DETERMINATION OF NON-SIGNIFICANCE—MITIGATED(DNS-M): 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.110,the City of Renton is using the Optional DNS-M process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: . • May 18,2000 NOTICE OF COMPLETE APPLICATION: • May 24,2000 • • Permits/Review Requested: . Environmental(SEPA)Review Other Permits which may be required: Building,Construction and Fire Permits Requested Studies: Geotechnical Report,Storm Drainage Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: N/A CONSISTENCY OVERVIEW: Land Use: The subject site is designated Employment Area—Commercial(EAC)on the City's Comprehensive Plan Land Use Map and Commercial and Commercial Arterial(CA)on the City's Zoning Map. The proposed use of the site,as a gasoline service station,is considered a primary permitted use in the CA zone. The proposal is consistent with both of the Comprehensive Plan and Zoning • designations. Environmental Documents that Evaluate the Proposed Project: N/A Development Regulations Used For Project Mitigation: The project will be subject to the City's SEPA Ordinance,Zoning Code,Public Works Standards,Uniform Building Code,Uniform Fire Code and other applicable codes and regulations as appropriate. Proposed Mitigation Measures: 1. The,applicant will be required to pay the appropriate Fire Mitigation Fee based on$0.52 per square foot of new construction. ' 2. .. ,:The,applicant will be required to pay the appropriate Traffic Mitigation Fee based on$75 per net new average daily trip associated with the project. 3. , Temporary Erosion and Sedimentation Control Measures shall be installed and maintained to the satisfaction of the representative of the Development Services Division for the duration of the project. NOTICE OF APPLICATION • • Comments on the above application must be submitted in writing to Ms. Lesley Nishihira, Project Manager, Development Services Division, 1055 South Grady Way,Renton,WA 98055,by 5:00 PM on June 7,2000. 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: LESLEY NISHIHIRA (425)430-7270 . •PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION EY,1823.5 RENTON_327E -- •Gov't,lal 2 28.10 Ac ea �—'--- 'll0 12.10 Acres n �" 11.75 Acr s "« LIT. 3 Q 3x3:sr.I` ' Ci Y OF RE TON Al ',PORT Ei. i �. :I•' 'o. - :.O m ____�- ® ::: off — � �F�_ r ¢; e 7e, AIRPORT N {�WAA(Y • I§ 1iL + ,e• :, • 4.34o! PEN. '4.TI QN{ `. i F.Ilj'N - •. ��_q. _S " w/L2ICUM y•8T i 5.,°•:;al'�• -5,, •� v O'....«tra\ ri Ili 't 'A N pQ�I4 b r o" J TE- - �c14s E. F . . r ... - P i t'i'':-. '4 , 1 • -, '...--: -`-t:''',-111 mit ; • I�j doW3.Z ~•I LliCa Fr �rrOG j iflw � O �SNM1M_ ix, S JRD sT. __—q.� �� v 0 „,1 111 1 ,e s` Oh ,- rn'�'r 4 ual —1 SCAM •\q, iri• — S P. 4TR _ ST rw"n..3 ag1_.� ..• 4022 Acres f.'sR�{" — ` \\ `«R.s WC oq.. a 4.`lir w Q ®r p • /•)'• v�rn.s f1s�is-v• S•- 5TH 1- a 1`SL .. Y IN tag rd az. h D ep - - - .. . r. .. /�1 ; -,9 0 o y a� CC-4- ./ ©ice �. 001.11. u, ®la4i s \ ' = gagtD. • SE 1/4, SEC. 18, TWP. 23N, RGE. 5E., W.M. S I B g a! i RAT G.FNFRAI FNONFFRING NOTES' J. ERE HYDRANTS SHALL BE COREY TYPE(OPENING WITH THE PRES- 5. A PRECONSIRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE 5. DATUM SHALL BE USGS UNLESS OTHERWISE APPROVED BY CITY OF 5. THE ESC EMOTES SHOWN ON THIS PLAN ARE THE MINIMUM RE- SURE)CONFORMING TO AWV/A C-504-9D WITH A 6 INCH INLET AND A REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE RENTON DEPARTMENT OF PUBUC WORKS. REFERENCE BENCHMARK AND QUIREMENTS FOR ANTICIPATED ATE CONDITIONS DURING THE 1. EXISTING UCUTES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN M.V.O.OF 5 INCHES.TWO.2-I/2 INCH HOSE NOZZLES WITH NATIONAL CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR ELEVATION ARE NOTED ON THE PLANS. CONSTRUCTOR PERIOD.THESE ESC FACTURES SHALL BE UPGRADED ARE BASED UPON THE BEST AVAILABLE PUBUC RECORDS AND\OR PRIVATE STANDARD 7 NCH,60 DECREES V.THREADS,O.D.THREAD 4.B75 AND TO STARING CONSTRUCTION.(INSPECTION WILL BE ACCOMPLISHED BY A (EG ADDITIONAL SUMPS.RELOCATION OF DITCHES AND SILT RECORDS AS SJPPUEO BY THE PROJECT OWNER AND\OR DATA OBTAND ROOT DIAMETER 4-6263.1-1/4"PENTAGON OPERATING NUT OPENED BY REPRESENTATIVE OF THE Ott OF RENTON).IT SHALL BE THE 6. ALL SEDIMENTATION/EROSION FACNTES MUST BE IN OPERATION FENCES.ETC.)AS NEEDED FOR UNEXPECTED STORM EVENTS(KCC Z VERBALLY FROM OWNERS OR OFTIOALS ASSOCIATED WITH THE PARTICULAR TURNING COUNTER CLOCKWISE(LEFT). CONTRACTOR'S RESPCNSBIUTY TO NOTIFY THE UTILITY DEPARTMENT AND PRIOR TO CLEARING AND BUILDING CONSTRUCTION,AND THEY MUST BE 9.04.090 B2). 0 UTILITY. NEITHER THE OWNER NOR THE ENGINEER GUARANTEE THE THE OWNER'S SOILS ENGINEER 24 HOURS IN ADVANCE OF BACKFlWNG ALL SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE ACCURACY OR COMPLETENESS OF THIS INFORMATION AND ASSUME NO CONSTRUCTION. POTENTIAL FOR WSIE EROSION HAS PASSED. 6. THE ESC FACUT6 SHALL BE INSPECTED DAILY BY THE APPLIC- ANT/CONTRACTOR Q RESPONSIBILITY FOR IMPROPER LOCATIONS OR FAILURE TO SHOW UTILITY 8. ALL WIRIER PAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM ANT CONTRACTOR AND MAINTAINED AS NECESSARY TO INSURE TITER COVER r 36 INCHES BELOW ENT.GRADE ALL WATER MAIN 12 INCHES / LOCATIONS ON THE CONSTRUCTION PLANS.OTHER UNDERGROUND FACILITIES AND LARGER SHALL BE AT A MINIMUM OF 40 INCHES BELOW FINISH GRADEIRSE . 8. IT SHALL BE THE RESPONSIBNUTY OF THE CONTRACTOR TO OBTAIN CONTINUED FUNCTIONING(KEG 9.04.090 B2). (n OF THE W SHOW ORK. . AC.INVERT THE DRAWINGS LLVATONS ENCOUNTERED ON THE DURING DRAHRNGS SHALL BE LHERE UTILITY CONFLICTS OCCUR,WATER MAINS ARE TO BE LOWERED TO(/) SIR CTW STREET E AND ANY OTHER RELATED PERMITS PRIOR TO ANY CON- OPERA ALL TION PRIROROTO OR NTI CONJUNCTION MITION FACILITES TALL CONSTRUCTIO BE INSTALLED N IN 7. ANY AREA STRIPPED OF VEGETATION.INCLUDING ROADWAY EYBANK- VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ACTIVITY UNLESS OTHERWISE APPROVED BY THE DEPARTMENT CC PUBUC MEATS,WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 9. ALL WATER MAINS SIX(6)INCHES IN DIAMETER AND LARGER SHALL T. PLANS APPROVED BY THE PUBUC WORKS DEPARTMENT SHALL TAKE WORKS.STORM WATER UTIUTY. PRECEDENCE OVER ALL OTHER PLANS - 15 DAYS.SHALL BE IMMEDIATELY STABILIZED VA.THE APPROVED LI.I LU U 2. IF CHANGED CONDITIONS ARE ENCOUNTERED,THE CONTRACTOR SHALL BE CLEANED WI PIPE CLEANING"PIGS"PRIOR TO OIS CR NTEOA TIE . ESC METHODS(E.G.SEEDING MULCHING,NETTING.EROSION BLAN- LLI LEI NOTIFY THE ENGINEER PROMPTLY OF(I)PREEXISTING SUBSURFACE TH 8. GRASS SEED MAY BE APPLIED BY HIDROSEEDING. THE GRASS SEED KERN.ETC.)(KCRS 7.09D). w U L I- CONDITIONS DIFFERING FROM THOSE INDICATED IN THE PLANS.OR(2) POLY PIGS"SHALL BE GIRARD INDUSTRIES AQUA SWAB-AS OR APPROVED 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB ATE MIXTURE,OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES,SHALL EQUAL.2 LIB/W R DENSITY FOAM WITH 90A DUROMEIFR URETHANE RUBBERP _ = RE,NOT REQUIRING IMMEDIATE DIRFTERNGNMATEHALLY FROM G UNKNOWN UIHOSE ORDINARILRFACE Y ENCOUNTERED AN UNUSUALpNATURE COATING ON THE REAR OF"PIGS"ONLY. PIGS"SHALL BE CILNDEL WHENEVER CONSTRUCTION IS IN PROGRESS. DEPARTMENT OF PUBUCBE SUBMITTED BY A LANDSCAPE STORM WATER U ARCHITECT AND LI APPROVED By THE 8. AN�NNTIONAREA SHALL H LL BE ADDRESSED'WITHIN FIFTEEN S DAYS. U GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE OARACTER SHAPED MIT BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL g, THE CONTRACTOR SHALL PROVIDE THE Ott OF TENON WITH AN ( ) PERFORM THE CLEANING OPERATION. PROVIDED FOR IN THE CONTRACT.THE CONTRACTOR AND/OR THE OWNER AS-BUILT DRAWING OF THE SANITARY SEWER SYSTEM MI.HAS BEEN 9. ALL PIPE REDOING SHALL BE PLACED IN ACCORDANCE WITH THE 9. ME ESC FACLITIES ON INACTIVE 91E5 SHALL BE INSPECTED AND < SHALL MAKE NO CI TO THE ENGINEER FOR RECOMPENSATON FOR EXTRA NA.AU.WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED CO A STAMPED AND SIGNED BY A UCENSED PROFESSIONAL ENGINEER. DIMENSIONS AND MATERIAL TYPES SHOWN AS THE CLASS GN SS C DESI FOR MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE{8 HOURS W In WORK RESULTING FROMMS CHANCED CONDITIONS UNLESS THE ENGINEER HAS M BEDDING FOR RIGID PIPE IN TRENCHES IN WSIOT STANDARD PLAN B-18c. FOLLOWING A STORM EVENT. NIORD OF 2BA PS OR 150 PSI OVER OPERATING PRESSURE,IN APPROVED THE WORK IN WISHING.(WSOOT SEC 1-00.7) BEDDING MATERIAL SHALL BE BEDDING MATERIAL FOR RIGID PIPE PER (il REAC DONE WITH THE SPECIFICATIONS S THE CITY 55 FREE CITY AND THE 10.BACK IL SHALLA LOOSE PLACED EQUALLY ON BOTH SIDES OF THE PIPE Imam..ETA.HEALTH TESTING SHALL O APWA STANDARD SAs DEFINED E BACKFlLL SHALL CONSIST 10. AT NO THE SHALL MORE.AN WE FOOT AL CATCH BE ALLOWED Q 3. THE CONTRACTOR SHALL CALL THE UTIESES UNDERGROUND LOCATION BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF 5 VFRAGE DEPTH OR E TO 5.MAXIMUM DEPTH IMPORTED IONS T I FILL AL DEFINED ELSEWHERE IN THESE PLANS AND TO ACWNCE LINES MIMIN A CATCH BASH. ALL CATCH PAVING. END Z}(n CENTER FOR REM LOCATION OF ALL UTUUIES AND SHALL NOT BEGIN RENTON. CALL UTILITIES AND FIRE DEPARTMENT 24 HOURS PRIOR TO OF 8 INCHES.THODENSITY. THESE TAMPING EACH EERER TO 95 PEREND FOR OF EN SPECIFICATIONS THIS SHALL INCLUDE OUNDAARN ATUNA OF THE CLEANING OP RATS SHALL BE CLEANED PRIOR TO PADEN.WATER Q(/) EXCAVATION UNWL ALL KNOWN UNDERGROUND FACILITIES IN THE MONTY OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WILL AS CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WRIER INTO TESTING.THE PROPOSED R WORK HAVE BEEN LOCATED AND ION CENTER THE UTILITY IS MATE HER ON EACH SOE OF THE PIPE OR TO THE SIDE OF THE ENCU. PLACEMENT AND COMPACTION OF REWIRED BEDDING MATERIAL TO UNIFORM THE DOWNSTREAM SYSTEM. NOT A SUBSCRIBER OF THE UNDERGROUND LOCATION CENTER THEN THE MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED CN 98.ALL WATER MAINS AND SERVICES SHALL BE DIS CHLORINE/WATER W THE ELI CONTRACTOR,17AP SHALL GIVE ITDIVIDUAL NOTICE TO THAT UTILITY.(WSODT SEC. INJECTION OF R 50 PPM DESCRIBED P11 UTILITY TRENCH BACKFlLL SHALL BE APPROVED BY THE B UC DENSE UNYIELDING 95 FARE PAVEMENT D TRUCT RAL SHALL 11. INSTILLED AT EUBTON I ENTRANCES CO AND WASH PADS SHALL BE I-0J.1]APWA SUPPLEMENT) (MINIMUM METERED NNE)CHLORINE/WAIER OWNER'S SOIL ENGINEER. BE COMPACTED TO MINIMUM-IS FOR PAVEMENT AND STRUCTURAL FILL AND INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED LLSOLUTION. DRY CALCIUM SHALL BE MET SHALL NOT BE PLACED IN THE 90%OTHERWISE PER ASTN 0-155J-J0. FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE PIPE AS WD. CHLORINE SHALL METEHED/IIRECST IN ACCORDANCE CITY OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EESTING 4 THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND EXERCISEEµITN SECTION J-11.3(12)E OR J-11.3(12)F OF THE STANDARDTHE DURATION IO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR (n SOUND THE CONTRACTORNING AND CONSTRUCTION PRACTICES IN CONDUCTING THE SPECIFICATIONS REFERENCED IN 1 ABOVE. RIGHT-OF-WAY SHALL BE. COTSIN WITH 5/8 MINUS CRUSHED ROCK 10. STORM GRAIN PIPE SHALL BE CONCRETE, RUBBER CAS(EEO ASTM THE OURATON OF THE PROJECT.(ROW 48.81.655). WORK. SHALL PROTECT EXISTING PUBLIC AND PRIVATE AND MECHANICALLY COMPACTED. CUTS INTO THE EASING ASPHALT SHALL CI4,OLD OR ASTM C-76-II OR CORRUGATED HOPE SMOOTH WALL LINER UTILITIES FROM DAMAGE DURING CONSTRUCTION. IF EESTNG UTILITIES ARE 10. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CON- DAMAGED BE NEATUNE CUT WITH A SAW IN A CONTINUOUS UNE. A TEMPORARY MIX PIPE WITH WATER TIGHT CONNECTING BANDS 12. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31,ALL DAMAGED,THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFlLL AND COMPACTION. PROJECT DISTURBED AREAS GREATER THAN 5,000 SQUARE FEET THAT IIRUCTON. A MINIMUM OF 3(THRFI)WORKING GAYS NOTICE IS ARE TO BE LEFT UNWORKED FOR MORE THAN 12 HOURS SHALL BE THE ENGINEER.THE CONTRACTOR SHALL RESTORE THE UTILITY TO ITS A PERMANENT HOT 41X PATCH SHALL BE PLACED WITHIN 10 DAYS AND 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 TEST OF THE EWSTNG CWDITON(MOOT SECTION 1-0].1]APWA SUPPLEMENT). REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECONSTRUCTION SHALL ONE INCH THICKER THAN THE ORIGINAL ASPHALT OR THREE INCHES SPRING UNE OF ANY STORM DRAINAGE PIPE,OR 15 FEET FROM THE TOP( T) COVERED BY ONE OF THE FOLLOWING COVER MEASURES: MULW, CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF MEETING A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE WHICHEVER IS GREATER. W ANY CHANNEL BANK. COVERED OR PLASTIC COVERING T o CONSTRUCTION FOR DESIGNS SHOWN ON THESE PUNS. UTILITY ENGINEER'S OFFICE. TWENTY-FOUR HOUR NOTICE WILL BE W ZREQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 13. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A 12. DATUM SHALL BE CITY OF RENTON,U.S.C.AND G.S. 12 ALL CATCH BASIN GRADES SHALL BE DEPRESSED DID FEET BELOW O O gi 5. WHERE THE PLANS CALL FOR UTILITIES TO BE RELOCATED BY OTHERS TT.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL PAVEMENT LEVEL. TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE Qa THE CONTRACTOR SHALL NOT,TIE UTILITY COMPANY AND COORDINATE HIS NECESSARY PERMITS PRIOR TOSTARING CONSTRUCTION. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE IF WORK SO AS TO AVOID CONVICTS STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBUC OF-WAN ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FAaUTY icy n ID. INSTALLATION OF CORPORATE STOPS,WATER SERVICES,USES AND PREVENT.OF ON-SITE EROSION AFTER THE COMPLETION OF CON- MILL NOT BE ALLOWED UNLESS SPEORCALLY APPROVED BY CITYTT OF OF E I 6. ALL EXCAVATION,TRENCHING,SUBGRADE PREPARATION,ALL PLACEMENT METERS SHALL NOT BE DONE UNTIL A SERVICE AGREE/ANTS,METER STRUCTION. RENTON DEPARTMENT OF PUBUC WORKS,DESIGN ENGINEER. SYSTEM,THE FAMAY SHALL NOT BE USED AS A TEMPORARY w d AU_ ME d AND COMPACTION AND ALL SOIL WORK IN GENERAL SHALL BE CONDUCTED IN APPLICATIONS CONSTRUCTION PERMITS,AND PAYMENT OF FEES HAVE BEEN SETTLING BAST. NO UNDERGROUND DETENTION TANKS OR 0 14 ac COMPLIANCE NTH THE RECOMMENDATIONS OF THE PROJECT SOIL ENGINEER MADE TO THE WITH OF RENTON. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES,WHERE VAULTS SHALL BE USED AS A TEMPORARY SETTING BASH. v E D THE CURRENT GEOTECHNICAL PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-023(1)OF THE REQUIRED.SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 ENGINEERING REPORT. 13 ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CURRENT STATE OF WASHINGTON STANDARD SPECFCATIONS FEB ROAD AND FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS. 4"-8"/4OS-JCS m E ). FNGNEERINC DESIGN AND APPROVAL FOR STRUCTURES SUCH AS WALLS ?AP OF RENTON.EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVL'LING OF PASSING;2"-4"ROCK/3019-402 PASSING AND-2"ROCK/102-ZOO FAST GERIBNATINI GRASSES SHALL BE APPLIED AT AN cTP AND VAULTS MUST BE PREPARED BY THE APPROPRIATE PROFESSIONAL TAP CONTRACTORS NTT PRIOR APPROVAL FROM THE DEPARTMENT OF PUBLIC THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL PASSING. APPROPRIATE RATE(EG ANNUAL OR PERENNIAL RYE APPLIED ENGINEER AND IS NOT A PART OF THESE PLANS. WORKS. ALL NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY AS PLACEMENT AND COMPACTION OF REWIRED BEDDING MATERIAI.TO AT APPROXIMATELY 80 POUNDS PER ACRE). C 7I c THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS. UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE 15. ISSIANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY B. CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING PROFESSIONAL LAND SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE IF THE NATIVE OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL 15. WHERE STRAW MULCH FOR TEMPORARY EROS.CONTROL IS SURVEYOR TO REFERENCE EXISTING MONUMENTS ON OR ADJOINING SITE 14. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR OBLIGATION AND/OR LIABILITY CONNECTED MTH STORM SURFACE WATER REQUIRED,IT SHALL BE A➢PUED AT A MINIMUM THICKNESS OF PREWOUS TO DEMOLITION OR CONSTRUCTION AND TO RE-ESTABLISH SAID CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPOF AUCOY TO "GRAVEL BACKFlLL FOR PIPE BEDDING"THE FIRST U.OF PIPE BEDDING DISPOSITION. FURTHER,THE Ott OF RENTON DOES NOT ACCEPT ANY TWO INCHES _ POINTS AT PROJECT COMPLETION. THIS RE-ESTABLISHMENT SHALL BE NOTIFY THE OUT,DEPARTMENT 24 HOURS IN ADVANCE OF BACKFlWNG MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH °BUG ON FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE DOCUMENTED.A.C. I�Y RECORD OF SURVEY OR CORNER RECORD AS DESCRIBED IN ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL IS LOOSENED.REGRADED AND CWPACE)TO FORM A DENSE UNWELDINC SISTER PROVIDED DURING CONSTRUCTION. KEEP AS-BUILT DRAWINGS ALL UTILITY TRENCH BACKFlLL SHALL BE BASE. 3 E APPROVED BY OWNER'S SOILS ENGINEER. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUAE lX L/L WATER MAIN NOTES 0 SPECIFICATIONS 15. SANITARY SERER PIPE SHALL BE POLYVINYL CHLORIDE(PVC)RUBBER SAFEGUARD,SAFETY DEVICES,PROTECTIVE EQUIPMENT,FLAGGERS,AND 15. CONTRACT.TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF ASSEM- GASKETS)ASTM 0 3034,SCR 35,OR OUCTLE NON W55 50 WHERE PIPE ANY OTHER NEEDED ACTORS To PROTECT THE WE,HEALTH,AND SAFETY 1. ALL WORK AND MATERIALS SHALL BE IN CONFORMANCE WITH THE BUES FOR TESTNG AND PURITY ACCEPTANCE PRIOR TO FINAL TE-IN. COVER IS LESS THAN FOUR FEET. SANITARY SEWER PRESSURE PIPE SHALL OF THE PUBLIC,AND TO PROTECT PROPERTY IN CONNECTION OTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY BE PVC RUBBER GASEIED ASTM D2241,SEW 26. PERFORMANCE OF WORK COVERED BY THE CONTRACT, ANY WORK WITHIN TURF DEPARTMENT AND THE LATEST EDITION OF THE WI930T/APWA STANDARDS AND ET AU.JOINT AS SYSTEMS(SHACKLE RODS NUTS BOLTS. TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SPECIFICATIONS A$APPROVED BY THE CITY OF RENTON. A SET OF ETC.)STALL BE AS OR ECUCTIRED BY THE STAR MANUFACTURING COMPANY M. SANITARY SERER PIPE SHALL BE POLYVINYL N CLASS(PVC)RUBBER SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE TRAFFIC f(qAPPROVED PLANS SHALL BE KEPT ON-SITE AT ALL TIMES DURINGOF COLDMBUS OHIO OR EOVAL APPROVED IN WRITING BY THE DEPARTMENT GASKET.AS.D 3034,SDR 35,OR DUCTILE IRON CLASS 50 MERE PIPE ENGINEERING DINSON OF THE DEPARTMENT OF PUBUC WORKS ALL Pi¢ CONSTRUCTION. OF PUBLIC WORKS COVER IS LESS THAN FOUR FEET. SANITARY SEWER PRESSURE PIPE SHALL SECTIONS OF TIE WSDOT STANDARD SPECIFICATIONS 1-of-23,TRAFFIC )' BE PVC RUBBER GASKETED ASIR D2241,SEW 26. CONTROL SHALL APPLY. Ny 2 THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE OMIT- 17. ASPHALT AND CONCRETE STREET PAVING DRVEwAYS AND PARKING d ED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN LOTS FALL BE SAWCUT TO A MINIMUM DEPTH OF T INCHES MEND OIL MAT 16. IN UNIMPROVED AREAS,MANHOLE TO END MINIMUM 6 INCH AND 1, SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT WRITING BY THE DEPARTMENT OF PUBUC WORKS AT 235-2835. ALL STREETS MAY BE SPADE WT. ALL SURFACE CONCRETE.PAVEMENT, MAXIMUM 18 INCH ABOVE FINISHED GRADE IN PAVED AREA,COVER MUST LOCATOR IS WITHIN THE AQUIFER PROTECTION AREA. STREET CLOSURES.PART.OR FULL,SHALL BE APPROVED BY THE SIDEWALKS,CURBS,GUTTERS,AND DRIVEWAY APPROACHES SHALL BE SLOPE IN ALL DIRECTIONS TO MATCH PAVING. DEPARTMENT OF PUBUCTI WORKS 24 HOURS IN ADVANCE E POUCE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING 1J MANHOLE RINGS AND COVERS TO BE 24 1504 CLEAR OPENINGS, SHOWN TO VERIFY THE OEPARIMENT.FIRE DEPARTMENT,AND SILL SHALL BE NOTIFIED 24 HOURS EXPANSION JOINT. EQUAL TO OLYMPIC FOUNDRY CO.NO.5822 WITH SOLD UD EXCEPT FOR AND IT SHALL BE THE CONTRACTOR'S RESPONSII. ALL LOCATIONS OF EXISTING UTILITIES ARE APPROXIMAE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. IN ADVANCE. ONE 7/8 INCH DIAMETER LTD'HOLE 8 1/2 INCHES FROM CENTER. COVER SHALL BE PLACED ON THE SHALL HAVE WORDING"SEWER"FOR SANITARY SEWER,OR'DRAIN"FOR s 3. ALL LOCATIONS OF EXISTING UTISTIES SHOWN ARE APPROXIMATE DAY OF INITAL EXCAVATION WITH A PERMANENT,SEALED PATCH TO BE STORM DRAIN. MANHOLES LOCATED WITHIN EASEMENT SHALL HAVE BOLT AND IT.ALL BE THE CONTRACTOR'S R IUTY TO VERIFY TIE PLACED,TO CITY OF RENTON POLICE WITHIN TEN DAYS. CALL FOR FROSION/SFlIIMENTATl1N PONTRW Noss TRUE AND CORRECT LOCATION SO AS TOO AVOID AVOID DAMAGE OR DISTURBANCE SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. TRENCHES DOWN(LOCKING LID)RING AND COVER EQUAL TO OLYMPIC FOUNDRY NO, g i l g 5943 WS-L iG ii FOR UTILITY LOCATE CALL 48-HOUR LOCATORS.1-800-424-5555. WILL NOT BE LEMCTO OPEN OVER NIGHT WITHOUT PRIOR WRITTEN APPROVAL 1. APPROVAL OF THIS PRELOAD PLAN DOES NOT CONSTITUTE OF THE INSPECTOR. All APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN ( 18. ALL MANHOLE ECIRC USE A CONFINED ROUND RUBBER GASKET YFET- rc 4. ALL WATER MAIN PIPE TO DE CEMENT UNES DUCTILE IRON PIPE (E.G SIZE AND LOCATION OF ROADS.PIPES,RESIRICTORS I INC ASHY C-H3 SPEgFlCATONS CONFORMING TO AWWA LINING C111 OR LATEST TINSW,THICKNESS FOR M. FOR CITYSCHEDPROJECTSULE SUCH p5 TELEMETRY CONDUIT,THE PVC PIPE CHANNELS,RETENTION FACLITES UTILITIES.ETC.). CU55 52. CEMENT MORTAR LINING AND SEAL COATING STALL CONFORM TO USED SHALL NE SCIHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 19, ALL HOLES FOR INLET AND OUTLET PIPE SHALL BE BLOCKED OUT AT AWWA C104 OR LATEST TENSION, PIPE JOINTS TO BE PUSH-ON OR UNDER IMPROVED AREAS ALL CHEMICAL PROCESS UNES SHALL BE 2 TIE CONSTRUCT., TRU00 NTAMAT OF THESE EPLA PRELOAD PUNS D U THE THE THE OF CASING SECTIONS UNLESS THE WALLS ARE TO BE CdRE HALLMECHANICAL JOINT. BEDDING TO BE ET RN C. ALL DUCTILE VIA AL. SCHEDULE 80 PVC PIPE. THESE ECTIW,MAINTENANCE,REPLACEMENT.AND UPGRADING OF SHALL BE PCLYE1HTlLNE WRAPPED PER ANSI/AWWA C105-77 STANDARDS. . ALL • ONESC FACILITIES NTLS IS THE S CONSTRUCTION IS OF THE APPLICANT/ 20. ALL PIPE THROUGH MANHOLE WADS SHALL HAVE NH RING RUBBER /CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED. SANITARY SEWER NOTES h SPECIFICATIONS CASKET MESHING ASTU C-t)8 SPECIFICATIONS,IN A MANHOLE CWPUNC G PRESSURE RATED AS NOTED ON PLANS,AND IN ACCORDANCE WITH EQUAL TO JOHNS-MANVILLE. MANHOLE WALL MAY BE CORE DRILLED AND 3. THE BOUNDARIES OF THE CLEARING UNITS SHOWN ON THIS PLAN ANSI/ARAM C110/A21.10- CEMENT LINING SHALL RE IN ACCORDANCE CONICAL TYPE FLEXIBLE SEAL EQUAL TO KOR-N-SEAL SHALL BE SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION, A. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH"STANDARD INSTALLED. DURING THE CONSTRUCTION PERIOD,NO DISTURBANCE BEYOND THE WITH ANR/AWNA C104/A21.4-85. IF RUNGS ARE 3 INCHES TO 12 SPECFICATONS MR ROAD,BRIDGE AND MUNICIPAL CONSTRUCTION. FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS,THE FITTINGS SHALL PREPARED BY WA.INGTCN STATE DEPARTMENT OF TRANSPORTATION AND SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE BE IN ACCORDANCE WITH ETHER ANC/AWWA C110/A21.10-82 OR DURATION OF CONSTRUCTION. ANSI/AWWA C153/A21.53-B4, }INCH TO 12-INCH DIAMETER FITTINGS WA911NGTON STATE CHAPTER AYERICAN PUBUC WINKS ASSOCIATION, WIICi HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS SHALL BE IN LATEST EDITION AND CITY OF RENTON STANDARDS AND SPECIFICATIONS. STORM DRAIN NOTES k SPECIFICATIONS: r-H, / 4. THE ESC FANUTES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN ACCORDANCE WITH AN51/AWWA C110/A21.10.82 OR A WMBINATON OF 2. CONTRACTOR IS SOLELY RESPONSIBLE FOR TIE MEANS METHODS AND 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTNTY OCCURS,A CONJUNCTION MITI ALL CLEARING AND GRADING ACTIVITIES AND IN � l ANSI/AMA C110/A21,10.82 AND ANSI/AWWA C153/A21.53-84 SUCH THAT SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES I`(./THE PORTION OF THE FITTING WITH A MECHANICAL JOINAS),MAY BE IN �•TL ACCORDANCE WITH ANSI pWWA C153A/A21.53-84 AND THAT PORTION OF THE OTHERS ON THE CONSTRUCTION ATE. DEPARTMENT O'PUBLIC WORKS DESIGN ENGINEER. NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER,' •FITTING WITH FLANGED JOINT(S)SHALL BE IN ACCORDANCE WITH STANDARDS.(KLC 9.0{.02D AA KGRS J.09 0), i J ANSI/ANNA C110/.1.10-82. ACCEPTANCE TESTING IN ACCORDANCE WITH 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE 2 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF ,1 ('P SECTION 53-5]OF ANSI/AWWA CS}/p21.5}_Bt OR WITH SECTION 10-4.J AND IT SHALL BE THE CONTRACTOR RESPONSIBILITY TO VERFY THE RENTON'S STANDARD...CATIONS FOR MUNICIPAL CONSTRUCTION. i OF ANSI/AIWA C110/ADI.10-82 SHALL BE OBTAINED BY THE CONTRACTOR TRUE AND CORRECT LOCATION 50 AS TO AVOID DAMAGE OR DISTURBANCE + : O I-De t NF),w O AND TRANSMITTED TO THE OWNER. 3. THE STORM LRNNACE SYSIELI SHALL BE CONSTRUCTED ACCORDING TO (('y:L�' •.Y • 4 9 «a(4�OR1.0 in- A. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE UNIT- THE APPROVED PLANS YMICH ARE ON FILE IN THE DEPARTMENT OF PUBUC • 9I E ED TO 1230 AM TO 3:30 P.M.ON WEEKDAYS UNLESS OTHERWISE APPROVED WORKS ANY DEVIATION FROI THE APPROVED PLANS MILL REWIRE ')1.1,L 1P ,, - Q ..i..6IIP C1 6. GATE VALVES SHALL CONFORM TO AWYIA C500 AND SHALL BE IRON IN WRITCL BY TIE LEPARIMENT OF PUBLIC WORKS AT 235-2635. DLL WRITTEN APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF PUBUC 6 /!i1 H 3 $Epj, X BODY,BRONZED-MOUNTED,DOUBLE DISC WITH BRONZE WEDGING DEVICE STREET CLOSURES,PARTIAL OR RILL SNAIL BE APPROVED BY THE WORKS.DESIGN ENGINEER OR STORM WATER UTILITY. \: )•1,,---'H `;I/`.,... AND 0-RING STUFFING BOLL VALVES SHALL BE DESIGNED FOR A MINIMUM DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE THE PONCE Y wV y� % RAND WATER OPERATING PRESSURE OF 200 PS. GALE VALVES SHALL BE CLOW DEPARTMENT,FIRE DEPARTMENT,AND 911 SHALL BE NOTIFIED 24 HOURS t. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SHE %INOIa UST 14,MUEILER COMPANY NO.A2380,OR MAN ALL VALVES 12"IN IN ADVANCE WHENEVER CONSTRUCTION IS IN PROGRESS. '(/FP, CHECKED FOR COMPLIANCE DIAMETER AND LARGER, ALL BE INSTALLED IN A VAULT. SEE WATER .IF/AA. TO CITY STANDARDS STANDARD DETAIL FOR 12"E GATE VALVE ASSEMBLY VAULT AND 1"BRASS 96298.04 INSTALLATION. O BUSH. ROED & HITCHINGS, INC. o to roamoIam OIL ENGINEERS&LAND SURVEVERS Date U:\96298-04\Xnol.Cw9 jB Y p SE 1/4, SEC. 18, TWP. 23N, RGE. 5E., W.M. f\ill l SU 2-0^ I ANTI, W..SQUARES SPACED-V4" — AS INOIWlEO-HT.1/B" 1� 0.A ass 003 lik ' PROPERTY..—NNE_..— Z _ la FUTURE O DDOOCD Imo. ♦- �� - 6..BUILDING SEWER PIPE So BUILDING SEWER N F 12/ 2"K 4"STUD SERVICE MARKER PAINT UPPER I- III' RAISE-1/2'• FlBER JONi TEE WITH 6.SDE OUTLET PORTION MMIE ANS STENCIL ON SIDE J U _ WIDE BORDER PACKING B WORDING-SEWER-WON 3"HIGH BLACK LETTERS. w W LLI C. 8•' IDE SEER ANO B $ MENDED TO TU THE TOP DPPED"RP THE STUD. AND V,J=I- ,,. ,• UNLESS OTHERWISE APPROVED BY THE Ott,MAKE TAP THROUGH CAST =LL= 001(t/B)BEND 1.EN SADDLE SECURED RKEW'SIDE SEWERS TO EASINGNMSS.STEEL BANGS M 0 PIPEY ENGINEER AS SPECIFIED PIPE SEWER MAINS ARE TO BC CORE D CON ('D BY THE FNONEER FOR ALLOWABLE YAK MEMVITRIFIED GAY,PLAN AND RDNFORCED CONCRETE DI PEE AND El Cn(n Q t-1/4" 5/8" FOR CAST IRON PPE LED J� OR DUCTILE IRON PIPE. Q O vi \ 1•ss INK .7 RATOG W}N ...../.�/r .� CONCRETE BLOCKING 3�WRS Py,HN051,d 0 Q N �� �,' M Mt4f'2M MIN SLOPE LwL IIEL11 - 4 r SIDE OUTLET TEE HORIZONTAL Q - PLUG TO BE SEALED E.MIN. SEWER MMN SEWER MAN CAST IRON RING own CnVSE ' -1,-IMNAIN SANE SE 1.16 AJOINTS.S enNoRP1E RIP...ANGIE MER OF TEE AT MAIN nKR. TYPICAL SIDE SEWER EINATON STANDARD SAE SERER AILA N IN UNIMPROVED AREAS POUR 1'-0'THICK 8 INCH OR B INCH CLEAN-OUT ELl�'➢9H (SEWER MAIN TO PROPERTY EAR) 2'-0^SQUARE CONCRETE.LASS 3000,PAD AROUND m1FON ADOPTED . ADOPTED -%o RING AND COVER mr m m,ml N UNLESS OTHERWISE:SHOWN ON PLAN,SIDE SEWER SHALL HAVE A MINN.25'COVER AT PROPERTY OTE f a SW� u o IN ASPHALT ROADWAYS RESTORE AROUND CL£ANOUT RING u ' n mw tiro UNE OR 3-E LOWER THAN THE LOWEST HOUSE ELEVATION,WHICHEVER IS LOWER. a`• AND COVEN AS REQUIRED BY STANDARD DETAIL DRAWING BR36. . IYMv,Rhe �. "Nm„°WAm wz x LB,aMtMom, 0 0 3 E 'iAt l�r BOSON �tppR-A DWG.NAME BW188 SP PAGE:ROM I wYN� a ROSEN I q,Top R d ..G.....:.... SP PAGE BOOB P4 en: V�-I g F B-� ` JaANSION garitilll =E 8' I _ 8-o on. NT T.mE ,. 2. tY 1üIIL!1F All CURBS � u mi CURB AND CUTTER `-SEE DETAIL^A^ .• Y N •� .,.-,.,."\ e'RI`�``� I.BE 4FCnNN A—A f °i PIPE. D aDE B—� PURE AP COVER PAhaPEGR.Na. R5 — j<;� wmAMMDT. � JGNf VIE SCOPE LINE ' ;l PLAN-BASE PLAN-COVER t� \I ALTPRNATF / CONCRETE "V" GUTTER '° " Put[mTm acre IxmEcnox n. (( Pa B,,,Im rnmj y ~ —1 L, N.T.S. 1 A s F. -- I •�_�•� 1-•, TH Low�Ian�r�awL RACED TOD®M "mRWRan ,rWN, mMm NO NOrteR TE APPROACH Hill ayWANR I.� V C/C NMI LESS MOB le pt m wu� APPROACH00 C URB 3 S w Y w "E 0 Ia NV BI_ . I Main V DEWY.1)119.W �"..M®ess NO BMA.EC '/.-a.. ME .MACE. H BgIEETAINER As NECESSAR ir Y °eAmE / m Blxtn END FOR MEM, EIBMARDCUMm�. ,un mince c"n w.z.".® (6. R �A aAT� a ELL DE m=ER MEAN eW NW.TW,Yi Fu. a aPCTICN=) WDRaH rail— ,. I7INJ DAG.NAIR:1Ra1N =PP - 1 LI __J01 ® r Avui4'�eA,E wOR r._l/,F`\ .::J,/1YY'{33. SECTION A-A SECTION B-B s f�'r`.M'n, r �y1OTOHA DETAIL — OIL/WATER SEPARATOR ' : . 400pP 14" , N -UTILITY VAULY PART NO.6605A,450 GALLON CAPACITY -i' ! SEALa iiI:ii`;-..—• 7069 '7}y�'•,:. •i i0 %11� CHECKED FOR COMPLIANCE 4�,, �`. • I nee."^'A' I 96298.04 TO CITY STANDARDS • "'� °. /'0�' BUSH, ROED & HITCHINOS. INC. Date ,_1, Date QNL ENGINEERS @ LOUD SURVEYORS St-¢'' •/r" M (,6>=o Dafe_ BRN AD'z53t�"NW",n E-N`Av'EL'a°uN'°PdGaal, U•\96290-04\xnot 0.g S 1 SE 1/4, SEC. 18, TWP. 23N, RGE. 5E., W.M. g q °:` GMT I B ro N% o-19;,11N 9 g R7 %G a WOW .N Ere 0 zoo": fenWaBe� a o sxNMN . 0 o f'm"" ...'1 � As REGAD( e Y 7pAGE.t �. sa I a Q ,ua xMnARi FAawSOv TP S Vsn R[avan. r rz Tao-W". sos GROUNDe Ul Vl ` • �,�; ���lig L COMPETE BLOCKING a8 , \ lS W J U CONCRETE ... W W W „apt,itol c .- _=F- 1. _ TtB rm a•luxes�c amn Y PLACE MATERIAL" AREA •7 TLW (, ammo GROUND • 1. Vee{•to B•yuony epalle a r+uMatl rxk 1s anlacNq as Mom. U L,1 ma M e sin..o-xe.KR UM!SAT 100.YIN. S110.1.REPLACE UPON Yale,lal WItA'Mee le nol etteplMln SECURED VCR FA.A 5 ORAS V)M e•m nE RODS es sm cuss Ox MR W MB LENGTH TO FIT GM VC (NAY BE REDUCED TO 50•MIN y 1Ne IOU•min4num IangU Mdl Me Im44Nenad as newaxry 1.Neun Of FAILURE J Q e•EL 11E ww SEE TOOC AL MR TIE FOR SITES'WTI LESS MAN 1 malmiel la; lacked Into llia PLIM r19I11-1-dwg Q CxODt xmaxi 1p at Ya ma.DRAM Roar(S'To a/eU ACRE OF DEOSED SOIL) W O 'x I i Y R&ems FIRE HYDRANT ASSMRI C Rn2S•YIN IS 3 e,Y-1,�\ s•mono Ala, R NO TMw. g W Q;MIs ra �� W .,t11111101k0b one eon R `. Q _O/nab ..- SILT CONTROL AT C.B.'S DIMING DRIVEWAY U..) .._, ._ ,• t•. • e�� RRAMP OAD OR STE ACCESS NO SCALE ••• • 11111 ! DLL FIRE HYDRANT ASSEMBLY DETAIL TEMPORARY CONSTRUCTION ENTRANCE .%o MG/RANT Lamm IN CUT aR FR ADDILIED ENTSLAN en VIRG E wz _ na ,,.„'.eP, e, . <12/M pp xWI J ,�• mac,M O LO'I V T l c.�r, Net O11 l no MPRa DWG.NWE BR2{ SP PAGE B102 MR ISRa+Y"i io CoR pN IB!UPPR'd NAME BRDO SP PALE SASS U 'c B2O1n 2.2. •CONCRETE METER I SIN UNIN ra RI6HT OF WAY I •am, n E TH 3/16' FOG DIAMOND PLATE IIIJJJ NSTPLL YEIER BO%AT W5 �w ..� _�4.y.�.,�._eEP.C�M•�� %/.; i•i%/////..� = COVER EQUAL TO BM PETER tzg PROPERTY UNE •Sw Sr�AT'w.W. _b7Itr rd`4 ' m'E SEAL CO.8-10 METER BOX. 8 C.�'.T�.Lw_TT. ?. _ �)�y Yrr - �iii^or 6•YIN 5555 �1'g- Ni,�. FINISH GRADE O.MAR E SIDEWALK . ,r. .4.� . CAP ` :..i::i?::...�.,'.... 21•MIN -.12•MIN ( .� ....r... _ '< �� 1 WATER METER TO BE A u ....•� OP I SWUM BY THE CITT I1 Fh1 nn MIN COVER O6•YIN COVER L. ,=%9S!..2 S COMPACTED ASPHALT� OVER BASE =, r' o •.ru^ - s.r.,..m I 111...Ir.. �I� a TREAT ED I�1 TWE•N•SOFf Cy. :.j o.r �17r �I� 3S I COPPER TUBING r +F r yl- %H 11 / 1/2 r {�5�•T i.:...�1 r.r un w.r --il fy,°°," i1 ` S. COMPACTED 1,1�5'�- r1w~ ti:Twr -4-.. aS BEND — .i \I/ FORD GOPPERSt11tN I C � ..mu Y� NBg p S SEE SOILS REPORT NEW NOBLE IRON LOOP DOWN TO CENTERLINE 4YDH'2-ISW-{a-DSG (Poll,In K S/4•METER) L 1 .. 1RE0. BY EARTH OINSULTIMTSMC PPRROECT M-1323.DATED JULY Z. IERMWN OF WATER MAN TO PROVIDE 2-,SW-aa-aaG Fqt 1 IERR .r.�. y§q# .......... BM INLET AND OUTLET WITH PACK JOINT MTH GRIPPER. :It r .r ¢ YE LINE TO METER. PADLOCK ON DUILLT.WINGS ON KEY VALVE SINGLE CHECK VALVE ewl yz .L�'°� ^ r Ti_ •~�III� PAVEMENT SECTION q g g`V CORPORAOOU STOP.FIXtD TAPERED ALL PACK-JOINT FITTINGS SHALL BE MR TRIPPER. GG '. THREAD(CC).PACK 7E �JF{• 1'000) . a 1'TN III...AT N.T.S. 1' _ (, ID00) IF SERE.u TO I n v...s.rw 1 Bo GENO K INSTALLED IN THEFUTURE INSTALL C Yi°'~.721..N.ro •� qqgg NNR�Bd 1-1/C FORD CI4-33 OR 44 1 za 0RIk EDT R COMPRESS.COUPLING ... r.vr rmre= .. ° FIGURE 1 S I •.•-•. z ._.r.r ..._.T _.. � ��r sir OR Y GALVANIZED PLUG .. M.r Doane lux s moo moon TA FOR SERVICE FROM COSTING STEEL .ti._r.r..... r _. 'ZC°"�N��' DOSING CAST IRON ASBESTOS CEMENT OR PVC WATER MAINS '"•OJ•O0°O1 _ R g OR MIME IRON INSTALL DOUBLE STRAP SERVICE CLAMP ®__ ,a,r„arrrr$S Sj WAIFRNWN EQUAL TO MUELLER CO. AN r 9/4•A:t•WATCIt SERVICE —� ���,ti:� =r.rr, CONCRETE BLOCKING SWIM PROCEDURE (� DAWN AD E E�y ��r ADOeumme PTED a Ai sum=rum kf. I g Trw,C,i. _ _I T� OATS I�r RETARD IRE IMPR1 DWG.NAME ma, SP PAGE BIOS la 1---, -NMAON _t .,,, DWG.WJIE BRAS SP PAGE BORE f• •:-DY'_ y�T ..g Rik+ r )T rrm V, �7G• EDAL � T1( �� 41v1111T10'' '4-� CHECKED FOR COMPLIANCE T F em 96298.04 TO CITY STANDARDS Date BUSH, ROED & HITCHINGS, INC. Date . GIN ENGINEERS L ENGINRS&LAND SURVEYORS Data U:\96298-04\rnoLdwg $ SE 1/4, SEC. 18, TWP. 23N, RGE. 5E., W.M. • • 0 Q INtRSI92tI-W „\ 1 ,I / II," � //, : / / 117 7II ' n II 7.Z - _ II a61 83• II _— — / / , / i / _ ,II, u _ Q 222.31 sesaEr —, •4y /1 % ll a ; 'a =-J(n ` ~ y WLLI D Fw- I / i/ / / / R=254.69' • M1�, I- mar / // 2a5: / / /�L=87.45' r= o ----1/ i / 4 SAFEiWA` `i-LA ___ /I �s tir_�p 0 S,a9oo ; wry __-- i/ I ,_ r' �z, ���, /� I� 1—STORY BLDG.F !n 1_sT0R /�s/t, ' - TE .3t.29.( - T._ ii`, _ BRICgLOGTAL '/ "' '`- 7 I�89(6TR. 4 _ _ :CB •-,•,_.•� r- `. I��. / r '` ....E•�4.50: Cep. - 'd^ 1E231.25_ .i - ��ii ° �I o TT[btl. g /, -_ .'� L<L / •��F.F.EL.=32.30 o III8 � 7 I " Crdro'1 / iii: i„.x 3g _�— 35.56•'cllf%C ,�'40 1- 1,11 ealM I"r / y'411.'S•' I •- )F z ——— — i OIL/WAIER SEPARATO- I ii ii�,,,�A - I V n a� o i .- A1� .'�ay<f' i W w UTUTY VAULT PART p Y y/ UgI = — - RM531.3i only I I \ n:�._1117101�� , .aill • •li _ / ! / 'p"-'�i� - )i o€ �/ RIM=31.1t(OUT) i� �) f/,.�5 I :�� o •u'!rl% •S,j�Li i:4 ''E IE=26.78(IN) II II \: it31 r���� � ��� ., i. .'. °4.)i� R� h m E CIE=26.28(OUT) _ o• _. '7 &NG / // / _SSVE DETAIL SHT.C] II I\ \(u a— --J • / d a n;;'�C/ �, V+. G 71 _ "�/ �� O - ES•RESSO ST• D ' / l CB -re - 1.'5:..,, 4:,.'- --/-/. .56\CTR CTR B6. !. 8„ FFE= 2.2 L I '-6•SSS/ I "�B= TY I. II n:�31.25 LY i° _ \\ wry• _- lE .75 I' IE�2&75I I(,�'- �E\AV� i" \ MW' i CBE1.: I,._.,f-.1.1. .I I I. :-10 L..3/4'DOMESTC __ 4,-ti• - o _ I - 1E=31.25 .. i;.,.'� WATER SERVICE '' i z' , t♦ V , t t •, ,,,,, _•2:.03' 4L)I� o irK*0 1- f:., L-!:. (PER CItt OF RENTON STD. DTL BR41.SEE SHEET C6) - / I �!I +' 1 3/4•DOM.WATER METER = _. s+lF=3/4•DOMESTIC 6. • / I � -a r a a0III, � F� I1IiY r .- u • . ATEREASEMENT Y 1) il h? 1 . • til wv -rh-- ' - - - DilINIIIII 1 �H N88'40'S0"W [KEHN 277.60' ,8, 1 P o• 6 �:� ==._=F==�=.Y- ,,--$..,._ '______________•° "._0 �� Ea an .sc:. - -a"� 'gar_ x •..4 1=6'TAPPING TEE(MJxFL) ......... = =t ;, - _lip .�, 1=6'G.V.(FLKMJ) _ •_[%','.;., 1 i $ - - - ^ 1�FI(P HYDRANT ASSEMBLY ... .... - LANE STRIP (PER R24 OF RENTON STD. WATOT VALAT DM.BR24.SEE SHEET C6)-- iE=3I 49 \ 1=CONC.BLOCK - -- —. 11 1 1 i EL OP PIPE 0129 Hsi.:2:?`9q - __ __ '____- '__ ____- - - -. - - D � ay g % gO �y ... r'm CD® i 33.2'CD SITE BENCHMARK TOP CENTER BOLT OF PRE TOe ' HYDRANT uELEVATON=33.812 Valli( z oR,C A OT e�°mkt :t1P ''' ( SEALS F. GRAPHIC SCALE /039 ',Ma. '/GBO �L9P1o1�' CHECKED FOR COMPLIANCE 6 L °AO aA:/cevl 96298.04 TO CITY STANDARDS m me BUSH, ROED & HRCHINGS, INC. Date (D.FEU) 1� CM.ENGINEERS @LAND SURVEYORS Date 1 Fa-20 M1 _2209 M Hmrm A R UST I o22-199 BRi1'M 'gym= P"" F un:F o -Mel U:\96298-04\xgrd.dwg SE 1/4 SEC. 18, TWP. 23N, RGE. 5E,. W.M. N88'19'28"W I I III I i i �' Ijnk 9 CO 2' P iu 222.31' ` 636 see)s Eg j //..1 i ii I _z9s] _=jr :r- IE_ (12'E) / ':;-1 // /a I 1 n IE-2fi.])(t2'W)) ii 'i +"•L IE_2651(6'W) �' .l / 0, F o / p__Jii IE=2692(12.5) a II Z IE-26 36(2•N) / / 0/ H — t%,,, O SD="zs z ii RISER / '5 i ' / R=254.69' .. F, E=25.04(12:91)BIRT / V//,• 2^�5: / ��8/2.tt �L=67.45' ., j$"� Q Q TOP OF+2'(+.•MP SE) � �—— -J/ r7/ 4`9/ / 1E...26.55 / =19`40 27" • V S A F WA\ 0:15 45 RISER EL 2-34� / / CONNECT f0 E%.SD 0_(n N —__ /u I� 11 _ // / PIPE.VEnnJJIFY INVERT f=11 j��sOco ~ / 1) L. '•)/ / SS�0 EIEVATfNS PRIOR TO (i':iI W J U — 11 cr. ; r,,/ >S9-••'ANY CCCCCC���///JJJJJJNSTRUCTON. °' 1 R Y W W / Q W= —— / y'i • •••-2 O G R%GTR;a Z r7 U / '� " f„Air ,\/ •.` •8245'arr/a)r- / ?/. 6"SD o 1..%is ! BLDG.F • 4�ui (J p -- W 4kW STORY �// �96 a IE }2s(`8` V^'}+' '�g n.-+`TJ� wv aL p T ETPL ;': TE="3+36 ` r;} h, ) BRICKS -(yi IE=20.96 'N? cB E 28'.875': •� •• r�op O Q OLD nC ie e+ m.)C NN¢) .�. .a •TE•3o: _ r,.`t I.4s .. I"--- ./ ` • :`it F i 06 Mn ' 1J.IF- 1 ItE_2], ...J21lF:.P•NL:�'•:� 'y ,- T S4 (n W I LL m oIf =.. O 21E MIME'____E-26,�(tY O.21G 111N.: i 3 4 ��F.F.EL=32.30 f.I Q �CR�TmE QII i� CgN ttY- 1111��z II .� L (q �� TE=v.o6l ��;'i'/ TE-J BO LL o.IOR ' =v7� ri SDCo I-., P. ' -%/ CON "ON. \ - It _ � .III. O ` e E: ttl y!•ti' o Z :g // D FS II _ l E_2].4] i; O r - IJULj 2x 1� �N '7-:-, a n� P� VO/ S• FFE=2.2 I �I ' iletr .�, .SDCO I-'-3]!' oi2f..M"'--` I✓°g- -1! U Q i ,v�< �J 8.5D O S1G i TE-31.46I _I. .I IE :fig.TY+1 o i —[c' - -TE. .005 fyLt tFi/(M�] / TEe31.05 IN • (1=•-Il�f /i IE=2]J3 ��' `1 PL�I a PL PL EHY�( �- - - _�'L� rilEi‘iirj.i. im______ A e '� Fw _=Le ,:: __ �� --- ��T_EH 46n0 50"W ®EHH 277.60' -• ga°Illgain - r7i ' ._ r_...=..._.. CB TroE le• TE=3+.02 - L - LANE STRIP _ _ -imili -TOP OF+P PEE - • _ - fL 2)29 •_• - __ ___ F 0 o IE-29 76( N' Y __ SITE BENCHMARK: -r• @ �/ 1�1 TOP CENTER BOLT OF FIRE - i Sos)) • - Mil HYDRANT ELEVATON=33.BB Vault ///'''PROPOSED 32 f`J/_— J2 / GRADE �CRADE PROPOSE[ v - `y u 30 - . 30 - 30 I GRAPHIC SCALE 26 IIIIIIIIIIIIII I 26 I 2B . n SC, m B I e• m m OT• O� im s' I „N24 FEET) 6• I B. 26 26 - 26 4,9{RI7 4 �:°. / SEALt - A 24 - / p- - / 24 $m_g 24 B9 p'N 9 = m + on G ' on E° 99 G•4a ,9N2 nnng �' CHECKED F COMPLIANCE B o �N ^ * : dm_e i r 99 `fir $nN N"'R^ � � 96298.04 CITYSTANDARDS 51 N ,L6 Data" w mw "'Ri kw Gukw Nk '6W 22 22— • 2z BUSH. ROED & HITCHINGS, INC. Data ONL ENGINEERS&LAND SJRW.6 65 Dale STORM PROFILE (CB#1 TO CB#5) STORM PROFILE (CB. 3 TO EX. CB) °�o ' SCALE:1'-2O'(H),1•=2'(V) scAlD 1•-zo'(H),1•-2'M BRH °961 +' E-:x�'6SF'o HT_g U:\96298-04\xgrd.Eeg 6 SE 1/4, SEC. 18, TWP. 23N, RGE. 5E., W.M. z 0 a !slots Iy_c v — !, G ��, sealsy,L 5 •='y. ' 1 II I; ii u fir' - Q J U a/ -v $04oi`pl I/ 1�`-�i .. ��.it .I ice' 1�� -j j IOU- I i iJ / :Y� R=25<69' •y (7 p,-�U _,L—_— -,/ `=f24.91 A / A=19'40'27" .. .. c,,. z n __--1 „ "'' Alio 1v45'/ , "- - A ��4. r �\ Q __� I� 31.65 1 T LdJ ' r4 hr' •,411111111/ � 1 ..0 0OO 3f.1 0 EX 3] " , =t 5 LL /i i�1,1 �� �>0.65 I'1 a1.5Qk n _ T_STORY ,:� \'�. _ • 0 31.srb"/I'�.: S�'� 'L =-r I tOBLMEIAL Nam/ /. '\,d ® , l 1'ry - I"�i;31.435' 3'` 31.f/ /31 a 31.59 i� �_ NEAT SAWCUT•�I,//�e6-' Iml�'MA CH \ 30.]5 h SEAL(TP) - iq,- ' m GII ,1111 / I, ■■ �• �^ I/-/ �FFEL=3230_ pi: "A 1 I■�y.�1ff�IIF ` al.sD '/ 4;' I I 31.e2:';1 0 l'%qi I.1T 1,..EX. / �Iv I�1/ -I MACH t> ` I s��� �I �_t rr a % ,4��— j I s u3o; �`� 1 :�: 1 r o/I I ,, 4E. .D _ _ .,- N.N o oW ''�/ ' I 3".. • 1� ��'1� �������. i I , . • .` NEAT SA�T 30.]0/ H y4�O -STORY W OD 0. .. 31 95 A�' ^� Z k G ES•RESSD ST ND I I \ /• t..� ; :RC�/ 8L5 " A... L:��Ti S,�e� FFE= 2.2 _ o: �� ' I: 'e ,.G/�\A_)V ▪ e \ ,Nw 106 x`• 3,80 I`31.65,• _ / 131:4'5 31••31145 _ •'GUTTER. .•E ISLAND • if'. ,t ii /' , ."S'�\ .1` d,.I~•,�© 05 'L� \0 Dom. ;] 1 M1 I M H 31.2r -1{': \ ▪ j 1 - .5.:a�:- +-6i I.QD 1 1 1 s 4 11 W V - / M TCH E y!; �� -d:� 95 - _v _ ��_ = _�s l wll ___ 1I_= " G�X �� -. Isscb:• , - -lit,__- --' C —. n ..V'. °\ N88'40'50"W ®EHH .e$ dt ;8 ll rw . • • ry -A `— -♦- '� _. SJ1-St 4. --+a ' ' '• �.rl �fn s a. .st.d _ a C J® �MAFGH E%.. Z...a.. .:A tt WIDEN CONC.SIDEWALK rc- °`V:,' A"""" •2"^� 11 �Y Y PER GIN OF �' -- . a F. I W ' % D94 � :.: WATER VALVE TE Hill TOPELMI OF29E T o ,ti l '- = ....,�_ _ �5 ,,P1----- 4 39'TC O.`i '115YGD.1: �� D Ow ' aNi¢a' ^ SITE BENCHNAwe • r•■ TOP CENTER BOLT OF PRE HYDRANT i TCIe. uELEVATION-33.68 Vault CONTRACTOR NOTES: 01 EXISTING CURB TO BE REMOVED. LEGEND: 0 EXISTING SD UNE TO BE REMOVED. ASPHALT PAVEMENT I,.• ._I 0 EXISTING CB TO BE REMOVED. CONCRETE 0 EXISTING CO TO BE CUT AT PROPOSED CB LOCATION&REMOVED.CONTRACTOR EXISTING CONTOUR —30— A.OE• ■NI�� z TO VERIFY HORIZONTAL A VERTICAL O C g LOCATION OF THIS LINE AND ALL EXIST. ? o SEAL PROPOSED CONTOUR PTO— A9 ! UTILITIES PRIOR TO CONSTRUCTION. 4 Y tQ 1w xEXISTING SPOT GRADE F L. 05 EXISTING SIGN TO BE RELOCATED AS eO' tr;Y�A/ SEAI, ,{ 6 3 SHOWN. PROPOSED SPOT GRADE N,yi•g � MO © EASISTNNOGUGHT POLE TO BE RELOCATED RIDS!LINE ---R--- GRAPHIC SCALE •V'� AU91I1� CHECKED FOR COMPLIANCE c.q � vm[2' TO CITY STANDARDS p 0 EXISTING LIGHT POLE TO BE REMOVED. LIMITS OF WORK ■Ill - - � 96298.04 Data Qe RELOCATE EXISTING ELECTRICAL RE BOX NEAT SAW CUT --__ - - mm er4.4 BUSH. ROED S HRCHINGS. INC. Data_ TO PLANTER AREA A SEAL LINE (w rtn, f� CML F?IgNEERS&LAND SURVEYORS Data _ a BRN :4714a%'" E-„N"e U:\96298-01\xgra.8wg 8 SE 1/4, SEC. 18, TWP. 23N, RGE. 5E., W.M. ° AS -- Ivaa ly w -' o PE ii h / II " _ „ I gg 83' % @�I 222.31, --- a--- �- saal'sa� 44' :�' i o�/ it �CB� 14 u? +'g CD E-28.61 � ii v E1 IE-26.36 or E) _il 1'') / .4' n a I' IE 26.YI/(Ix"W) 11'" •:7' iE-26.E (8"MO .P"C"CO ;l/ )'O.0/ f . x / 1-_it IE 26.9k(12'S) " II IE=26.3E USE ) \ / 0/�' '�•` 'a°90 p`�� Z SD MH W/RISER \\\ , i/ / 9 IRT. / R=27.45. 2 7E.59.24 i' / / / I•. 8E.C.-. :i_= 4 Z�' .zx T9(12-sE)DrRT a y_ / ..__dQ.•y/ / Q=19'40'2T• (i�L ) A/c PAVEMENT , <Q 1 Par 12-CMP `,9 -- -�/ /" / / _�, }u' JI- LOT 1 TOP EL z).N� 1/ '( I. 0f0.15/45/ / - q \ ' / SAFWA JJU CITY OF RENTON�_--7 /I J, 4r:,(i 1'.. rt SS',:G' / li ii ':,e- -JT RY 0 j EW- LOL NNE _ 4 I^� '�' Ole [``�.•, iii ��i r r�j,^11 ; II a ' -� I-(L 2 A15JUSTMENT NO. �°-s �/ Sy' • 1 �� 'a i', rn LUA-99-089-LLA '° T �pSF A/c PA RNr „Ry I II BLOC.F ULoQ RP;A, /. ,spa ,n �� 11Q'� x • O e MO ti� , r„// r. . r ZW _STORY 1 S'� • e5 �/ / Ili MM ,,6 SS MHn / \ O z0 1,1-� '`>' ,.d`V M„ -;-i O U 11CKIN'ETHL �0 C O' �/ /'r- TE_3W6 ?^� IE 2'O9,�tTR yA/ L) �,6D•UDLITISEASEMENT E`REC.NO.980 20125 L }(n BR G (yF. �/ - II E=20.9E IE-2449-(6'SEY NE CB AND 200001�161001(�9 ECIS PARCEL D) �,Q�, - nB P)O CHANNEL) p , z 6 sw)ReCwo Pow of (E C s PARCEL D) A/D•>:MENi,PARCEL C CC Li /' F'11 4 5`4 LFP••E SD LINE • 11E=26.77(12 N) _z - .___• W Mf,N'_ /` ►V"C- '' ICI Q11 " ' TO BE' MO D. O _=_I '?'P Q_ _ 1 'IF.F.EL=32.30 EpS� �� �fe TwE / 00,1'1I�1 , y=�- „ i • JI4dI:IPO ;= 4 ry' (TYP.) P.4�lief .,••,)♦N' SDELT.C6. % �oiVi '1--'/^ .,' ' r I11 I 1 CB , `__• �•� /::;'' • ' ��4 " XIS+G ND AP SE SHT C3. I a„ LE x 29.°j _ va` - • -L "- I.LANF TO BE"FIND D ",r I, a' O� ° -STORY W+OD ;1 j•���e ACCESS EASEMENT y,,,Li:' 3', �� /�^� 1;, ,+ES•RESSO ST'ND n aI I O PER REC.d+O LIMITS OF CLEARING /fie z, i -.E. k��`0`\�\ - S, FFE= 2.2 9 •=q�� 20 z0o0gF.$92 ;�sa^� °EXIST NG'CURB &GRADING�(r.) r M. 8' U R'-I >` v �<`v V FOUND RR ,. �'- "- -•-.��� EXIS.TJ_N CURB D. - TO BE REMOVED. A' A/C PAVEMENT (TYPICAL) I;6g- o€ / ► slE,.% A • YS I l��' 4. EXISTING LANDSCAPE 4$'. IRE / e ;In wA1REl1! I,y�=/I`,//P' A ISLAND TO BE REMOVED. - - LACE- PL I 's EwA SIGN `Ft P e^}�=�'� _ • q;, ' F /''' 9Gn •f; _ EXI ATE TO 'o _ ^^ v e LR mk I , R, 6 t'a a yl m �r Gg ,? PL 1� • SESBEE1 LUL -ONE WAYSIGN_ pL �•SiOP"51GN�JJi� i If �'r �'<••L _ ^' xfi �-- _.__ cv..crtHH , ONE w .L dsoo ,_:::1"::. PL • ar --- - d.= -_-.-.__.-._- - _ __- - N88.40`50'N/ REHN �46__�' Cn L I'.je: AYS GN o p ( ...,.�......... __ g 2-0E.. -rscw - } 277.60' A p gA °li Zoe_ A7i ENM .®Rn .6g��LC� �.s.YnC `ly �'i V�W.Spy t -T -STOP-- I S^ '' ST e^ 0 C�C w/ •..e �=5..�'. t•e:a a ..•.r. _�......j, �:�a- CB TYPE v •.- W iE=31.02 •x5 MPH'SIGN = 0 ' :/ '' IE=29 74 WV 3E1 WATER VALVE '' /C P,\MENT- --- ' e ' 2 S - A/C PAVEMENT - uONILCR TELL PER4JANi ^l•- MI III - Sy: A ° TOP OF PPE -i ©3 A1(EE N. REC.N0,2•„E1001493 • ^ • 6 ,-,- Pr-----, r. EL.OF 29 =-j .�.z•.__r A SD_ S� T' ,.�'" 'IE-x9 Z6(a P 2'C.D a .. v ��Q,.,,yn,-_,. -. aP$`8 ry� 1 SITE BENCHMARK: SO'x15.x1•TEMPORARY ''CD® `i 2' 3}2'CD ', ' ¢ TOP CENTER BOLT Or FIRE CONSTRUCTION ENTRANCE EXISTING POLE � l ., •--' _-_. Tele. -` !, HYDRANT PER RENTON STD.DETAIL TO BE RELOCATED. TRAIL ELEVAnUH-33 ea BR23. SEE SHEET CR, SEE SHT.C3. CONSTRUCTION SEQUENCE q� 14< E 1. CONTACT THE Gay OF RENTON TO SCHEDULE MID ATTEND A PRECONSTRUCTON MEETING. ,L.,i a 2. INSTALL CB PROTECTION AS INDICATED ON THE EROSION CONTROL PLAN. 3. ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE THESE MEASURES SHALL BE i T REPAIRED TO THEIR ORIGINAL DESIGN CONDITION. 4. INSTALL TEMPORARY CONSTRUCTION ENTRANCE _ 5. PRIOR TO ANY CONSTRUCTION THE CONTRACTOR SHALL REVIEW THE RECOMMENDATIONS OF THE SITE GEOTECHNICAL ENGINEERING REPORT PREPARED BY EARTH CONSULTANTS INC.,DATED JULY 2,1996. LEGEND: • 6. REMOVE EXISTING UTILITIES AND INSTALL NEW UTILITIES AND STORM DRAINAGE STRUCTURES EXISTING CONTOUR -30- AS DETAILED ON THE PLANS TRENCH EXCAVATIONS SHALL BE OBSERVED IN THE FIELD BY AN ON-STE SUES ENGINEER. IT MAY BE NECESSARY TO INSTALL GEOTEXTLE FABRIC IN THE EXISTING SPOT GRADE TRENCH PRIOR TO PLACEMENT OF GRANULAR BEDDING FOR PIPES AND CATCH BASINS LIMITS OF WORK r r r A Of i HIF 6 T. CONSTRUCT NEW BUILDING($). DURING THE CONSTRUCTION PERIOD,ANY AND ALL POLLUTANTS P-O- 0 l9 0 7.' in OTHER TITAN SEDIMENT WHICH ARE USED ON-STE SHALL BE HANDLED AND DISPOSED OF IN A CB PROTECTION 0 C'�'O la���1�'t„ 8 A MANNER WHICH DOES NOT CAUSE CONTAMINATION OF STORMWATER. ' 3 8. FINAL GRADE AND PAVE STE 11ri�. y SEA' ,S 4 9. LANDSCAPE OR HIDROSEED ALL EXPOSED AREAS /QUL C^4' `.O QyIIW¢' GRAPHIC SCALE • CHECKED FOR COMPLIANCE TO. CLEAN STORM DRAINAGE,a1W(DO NOT FLUSH)AFTER VEGETATION HAS BEEN ESTABLISHED. .DL•V� 9b.298 04 TO CITY STANDARDS 51 11. REMOVE ALL EROSION CONTROL MEASURES WHEN ENTRE SITE IS STABILIZED. AU.TEMPORARY EROSION la NI - _ _ Date CONTROL MEASURES SHALL BEREMOVED 30 DAYS AFTER FINAL SITE STABIUZATION OR AFTER THEY - - m _ ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON-SITE DISTURBED (N ITET) BUSH, ERTDNEERS&LAND H RYMuNs INC.G• Date AREAS RESULTING FROM SEDIMENT REMOVAL SHALL BE PERMANENTLY STABILIZED. 1 h,-20 R f� pap W R A�EAST ( 8 12. FINAL INSPECTION. l M BR °eln"`-`b"'°"" ,_„&" a 3�4THH > U:\9629B-04\agr6.Aeg • 8 yg yy e SE 1/4, SEC. 18, TWP. 23N, RGE. 5E., W.M. a'A 4 d 1u I I 1---- ----- _- UTILITIES: GAS R `` WASHINGTON NATURAL dercilieratt•` z _ _ GAS COMPANY ._- p S. 2ND STREET ---- I ' _I S. 2ND STREET 805 156TH AVENUE NE , `�4 1 ^:: (2 3 0-0333 ....111.4.1..i I NE1�''1 H- .>. -----,- -- --a- . ` POWERG �����■11„■I QY. _y y,� -Y- _- l POWER POWER COMPANY -- e __ __ - 41Jp:3 e'111Sifi,'/,%;4.4.J4 dG/44. ✓,/ 5' O iA'fFlli%A;„AAi y� \ KKEN W.T.WAONE,SUITE 1- '♦ ��,,,I��' ! vi yr g .r f-Z3oiu ma-a Ja ua i iSi�'R \ 11311.1 ' FLLI-J - - yF �9-/IF/.%/.1a�ff�� I�t� %II%III/✓/.�'/!'/III/�/. \yam SANITARYIIT i I .%/ ' ' �i in�o / GTY OF �' I/�/� '/it%/G� //�ll/1�.%.//��� �'/��,' S ` I SEWER DFCn 1055 GRA �� w iD p I frximisms.7. p H�Ogq R/ i RENTON,) 35 p2585 ■■�' > TELEPHONE v�i Iti, I R�VER OS WEST COMMUNICATIONS C.! J VICINITY MAP /u\ I 227 9TH AVENUE N Q -- APII / I) //I AR]'VENT BCDG, I (425)430-7234 WATER DEP FITMENT Li I •i I / ~v---I 1055 GRADY WAY (n I I _ ____- / RENTON.WA ,- IF"- / ant (425)430-7234 ;iiii±ti, L.,%j I 5 a NT Z o I ) 6I, // BRICK�STORI• O O t E T.. O APARrME PRAM ••. E. is i• T / R ENr B[OCD ' OWNER: Y Z w / w� ,ti i,I SAFEWAY STORES,INC. E"W 8� I •PA LL / 1 L,.1F 1127 124TH STREET NORTHEAST U Fg jr \ �'• - BEU-EW E.WA 98015 ig 5(_ i I % ��.,. i1e1F - D• (425)455-8670 q l, • wr.- CONTACT:LAURA DELANEY / -1 WI 6 Pe>e.A�'� '� ` ''' ARCHITECT: O YI .c I N PARCEL A GRAPHIC'SCALE SSOE,INC. • / / I •,.a 3015 112TH AVENUE NORTHEAST I < I err LOT 7 �'^A��,f` / SAF AY STORE • F. Y; w SUITE 101 UE _ 1 �y 1-ST WRY CONC.BLOCK BLDG. I i, BELLEWE.WA 98004 W w6ii�ope w �� i/ I �'�' '• � � ,. 1 n.-50 IL:T�f (425)027-2950 fa = I _ / \ ., R CONTACT:STpNLEY FAECES $g 1 r / • Y\•®J tgiRi, I, atr In. CIVIL ENGINEER: / QQ0. / BUSH,ROED&HITCHINCS,INC. C 1 �� �� 11\ Y �i1 4� • J HORIZONTAL DATUM: 2oW MINOR AVENUE EAST il I 1 ,� ' �44tf� \ BEARINGS REFER TO THE NORTH MARDN OF S.3RD.SE AS SEATILE.WA 98102 ),;.„._illl,lY'.i€3II IQ F/MA SHOWN ON RECORD OF SURVEY RECORDED UNDER KING COUNTY (425)323-4144 '/ // I v� RECORDING N0.7601120357. CONTACT:PEDRO DEGUZMAN • r .- j.,� ® ICI ;L�II � •'�. r 9 z§ \ e �K�O E U� 1.� m it_r.. ma_u:L .. CLEAR.T M Mr 14��. IINDEX • • I .:T� .. s / l a •�J.i,.»I-I-�. • ,.w,i,.� .: .. --��w.� �..w.. I„--. • -R COVER SHEET Cl O / '� - I iL - - _- - - -- - - I - gg gg ¢ \ S. 3RD STfl vf- EROSION CONTROL PLAN C2 1 & 1 9 1 \ �o <• T;A9UTTLLL)X,'5.54IP'(1• .145(,'A..: ,,*-IT"A•:W+rx.: •t ,,o o j� », .Ire% u'h: :..:r GRADING PLAN C3 Er. _W STORM DRAINAGE PLAN C4 QTION OF DESCRIPTION. PARCEL B: PARCEL G UNDER RECORDING NO.981115013a PARCEL A: THAT F THAT PORTON OF THE HENRY H.TOBIN DONATION CLAIM N0.37,IN RANGE 5REAST,TON OW..,DESCRF THE RIIBED 5 SECTION 1&TOWNSHIP 23 NORTH, TRACT FU OF RENTON RTON OF ESHOREUNOS,SECOLAIM ND SUPPLEMENTAL MAPS.ALL EXCEPT THAT PORTION THEREOF.IF ANY,LONG EASTERLY OF A LINE WATER&SEWER PLAN CS Lc SECTOR 18.TOWNSHIP 23 NORTH,RANGE 5 EAST,W.M.,DESCRIBED AS SITUATED IN SECTION 18.TOWNSHIP 23 NORTH,RANGE 5 EAST,W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE REST MARGIN OF SHATTUCK DESCRIBED AS FOLLOWS: AVENUE(FORMERLY SHATTUCK STREET)AND THE NORTH MARGIN OF SOUTH BEGINNING AT A PONT SOUTH 89'4700•WEST 300.00 FEET FROM THE DETAILS SHEET ,- C6 BEGINNING AT A FONT WHICH IS THE NORTHWEST CORNEA OF SMITHERS 3R0 STREET(FORMERLY 3RD AVENUE); BEGINNING AT THE INTERSECTION OF THE WEST MARGIN OF SHATTUCK NORTHWEST CORNER OF SHINERS FIFTH ADDITION TO THE TOWN OF y FIFTH ADDITION TO TIE TOWN OF RENTON,AS PER PLAT RECORDED IN THENCE NORTH 86'40'S0'WEST ALONG SAID NORTH MARGIN 30D.00 AVENUE SOUTH(FORMERLY SHATTUCK STREET)AND THE NORTH MARGIN OF RENTON,AS PER PLAT RECORDED IN VOLUME IS OF PLATS,PAGE 33, VOLUME 16 OF PUTS,PAGE 33,RECORDS OF KING COUNTY: FEET: SOUTH THIRD STREET(FORMERLY THIRD AVENUE),THE SAME BUNG THE RECORDS OF KING COUNTY: DETAILS SHEET C7 THENCE SOUTH 89YT00•WEST 68 FEET TO THE TRUE POINT OF THENCE NORTH 0119.10T EAST 25000 FEET TO THE TRUE POINT OF NORTHWEST CORNER OF SMUT ERS HFTI ADDITION TO THE TOWN OF THENCE NORTH 0013'00•WEST TO THE SOUTHERLY LINE OF THE Ott BEGINNING BEESNNING RENTON,AS PER PUT RECORDED N VOLUME 16 OF PUTS,PAGE 33, OF SEATRE CEDAR RIVER PIPE LINE,AND THE TERMINUS OF SAID UNE; THENCE CONTINUING SOUTH WORT WEST 112 FEET,TO A POINT THENCE NORTH 86'4050'MST 218.35 FEET TO A POINT ON A UNE RECORDS OF KING COUNTY; HEREIN AFTER REFERRED TO AS POINT WEST MIDI IS PARALLEL WITH AND 30 FEET EASTERLY FROM(WHEN MEASURED THENCE NORTH 88'40'SO WEST ALONG SAID NORTH MARGIN 300.00 FEET SITUATE IN THE OTT OF RENTON,COUNTY OF KING,STATE CF NOTES SHEET CB THENCE OTNUING SOUTH 09.4720. 100 FEET; AT RIGHT ANGLE TO)THE WEST UNE OF TRACT 14,RENTON NORELANDS TO THE TRUE PONT OF BEGINNING: WASHINGTON. THENCE NORTH 0013'OO MST 4B1.75 FEET,MORE OR LESS,TO THE SECOND SUPPLEMENTAL MAPS: THENCE NORTH 0119'10•EAST 250.00 FEET; SOUTHERLY AVE OF CITY OF SEATRE CEDAR RIVER PIPE UNE; THENCE NORTH 1222.06.EAST ALONG SAID PARALLEL UNE 216.17 THENCE NORTH 88'40'SO WEST 219.48 FEET TO A POINT ON A UNE PARCEL D. THENCE SOUTHEASTERLY ALONG SAID PIPE UNE TO A POINT NORTH FEET TO THE SOUTH MARGIN OF THE Ott OF SEATT E PIPE UNE RIGHT- WHICH IS PARALLEL WITH AND 30 FEET EASTERLY FROM(WHEN MEASURED LOT 2 OF OTT OF RENTON LOT UNE ADJUSTMENT NO.WA-99-069-LLA, 0013b0•WEST FROM PONT-A% OF-WAR AT RIGHT ANGLES TO)THE MST UNE OF TRACT 14 OF SAID RENTON ACCORDING TO THE SURVEY THEREOF RECORDED UNDER KING COUNTY THENCE SOUTH OSA.MT- EAST 200 FEET TO A POINT NORTH THENCE SOUTH 6822'20'EAST ALONG SAID SOUTH MARGIN 176.94 FEET SHOREUNDE RECORDING NO.20000111900008; ---- --- -0013'00'WEST-254.81-FEET-FROM PONT'A',- ------- -TO-A PONT'WHICH-BEARS-NORTH 0119.10''EAST-FROM THE'TRUE-FONT- -THENCE NORTH'1220.05•-EAST-ALONG SD-PARALLEL UNE 216.34-- -----------• {NI F.w ---- THEICE SOUTH 0013.00T EAST 7g THENCE SOUTH 73.5I•15.EAST 8.09 FEET.TO A POINT NORTH THENCE SOUTH 0119'10.WEST 211.21 FEET TO THE TRUE PONT OF PIPELINE RIGHT 8.44 FEET; OF BEGINNINO FEET TO THE SOUTH AAPGIN a THE Ott OF SETT£CEDAR RIVER WASHIN IN THE Ott OF RENTON,COUNTY OF KING.STATE OF C�pPDR1 WASHINCION. ��yl q.O �. CTHENCEO SOUTH 894700'WEST 58 FEET TO AE PONST T NORTH EXCEPTNTVAT PORTION THEREOF LONG EASTERLY OF A UNE DESCRIBED WEST LINE OFFS D TEN.NORTH I TRACTY'11:T ALONG SAID MARGIN 30.53 FEET 10 THE PARCEL E '•�11' C 001320.WEST FROM THE TRUE POINT OF BEGINNING; AS THENCE SOUTH 1220'05'MST ALONG SAID WEST UNE 245.74 FEET TO LOT 2 OF OTT OF RENTON LOT LINE ADJJSTMENT NO.LLA-OlD-SO,OF . g SEAL F THENCE SOUTH 0013.00'UST 120 FEET TO THE TRUE PONT OF THE PONT OF CURVE; LOT UNE ADJUSTMENT SURVEY RECORDED UNDER KING COUNTY RECORDING y 79B9 S BEGINNING: BEGINNING AT A POINT SOUTH B9W7'00'WEST 300.00 FEET FROM THE THENCE ALONG SAID CURVE TO THE RIGHT MATH A RADIUS OF 25A8B FEET NO.8211239011.BUNG A PORTION OF GOVERNMENT LOT 10 AND TRAITS ..A NORTHWEST CORNER OF WITHERS MN ADDITION TO THE TOWN OF FORA DISTANCE OF 87.46 FEET TO A PONT FROM WHICH THE CENTER 10 AND 11 OF RENTON SHORELANOS 2ND SUPPLEMENTAL ALL IN SECTOR L.Oo �Ip,- CHECKED FOR COMPLIANCE g. EXCEPT ANY PORTION THEREOF LTNG EASTERLY OF THE WESTERLY MARGIN RENTON.AS PER PUT RECORDED IN VOLUME 16 OF PLATS.PAGE 33, REARS NORTH NT S92B'WEST: TO.TOWNSHIP 23 NORTH,RANGE 5 EAST,W.Y.; OF SHATIUCN AVENUE(SHATTUCK STREET); RECORDS OF KING COUNTY; THENCE SOUTH B9'4050'UST 8.9B FEET; n�'•� TO CITY STANDARDS p THENCE NORTH 001320.RI/IC MST TO THE SOUTHERLY LINE OF TIE OTT THENCE SOUTH 0118'10'NEST 110.00 FEET TO A POINT OU THE NORTH ADJOINING. M T THAT PORTION OF VACATED LAKE AVENUE SOUTH 96298.04 H SITUATE IN THE CITY OF RENTON,COUNTY OF KING STATE OF OF SEATTLE CEDAR RIVER PIPE UNE,AND THE TERMINUS OF SAID UNE; MARGIN OF SOUTH THIRD STREET; ADJOINING.PURSUANT 10 ON I3 RENTON ORDINANCE NO.4840 RECORDED Dot, WASNINGTQN. THENCE SOUTH 88'40'S0'EAST 277.50 FEET TO THE TRUE POINT OF UNDER RECORDING NO 9611150135; BUSH, ROED & HRCHINGS INC. Gate rc SITUATE IN THE CITY OF RENTON,COUNTY OF XING.STATE OF BEGINNING, WASHINGTON. SITUATE IN THE OTT OF RENTON.COUNTY OF KING STATE OF I�` OWL ENGINEERS EST &LAND SURVEYORS Date ' - TOGETHER ROTH THAT PORTION OF VACATED LAKE AVENUE SOUTH WASHNGTON. OR Ore S21MM ADJOINING,PURSUANT TO OTT OF RENTON ORDNANCE NO 4640 RECORDED BRH tWmnWY1m E-Z t x nay U'\96298-04\xgrd.dwg t101we • U II 4.-_-_, I I ILd U CS] <= • f,„,,,..-.,?...„...,„...„.„:„.,,,„,„,„,„„..,;,,,._7., ,,...„ ,,,,, „, ,I .„,„ a:4,i . ,. .. ,., :.,... ,..„ ...„, SAFEWAY ___ _.,/,, ,,,.,.. )4af ',q % .T....z, 6.-7'-',. ' X Imo` /I1j sl • I x SPALINS • �•c.� W Z 1! � w o :,,0 R EADB z / NOTE SPACING To 13E TRANS PER DISTML'E (-2_,-,r; .- N x ti_ EXISTINS LNESCPPE S- N i ISLAND TO BE REMOVED mr.1 GROUND LOVER$PAGING S;Y 1 al raj LI EN -Cp's m 11�� � IIItII I I iz ! 1'�OJ�.d A.__ ASPHALT PAVING `55 •, 55- Mw• t.-• �I OI DLBOBOB E%15TIN6 LLh E t =1 • ppm GLAND BE S,-;"'•--, 't:.;: iY:_.t.E s O Ix'SLAM,TO BE RERENMWE)MYR) -- _ _,.�,,;_ 3 <. �..-,n; Dan*LA19riJAPE `Y� ^,r,-:.�Rr.:o: C.'7'; O Nw I sly I:0=••,O c^1o11:1 TO REMAIN(TYP2 `-'.> DESTINE)LANDSCAPE • "• ,PpORT TOPSOIL As SPECIFIED mv,�.: LOCATION TO REMAIN(1YP) - i I 4 _W I If `• __ OP COURSE AS IWILAnD.SCAR CAMEO IFY F1' ill/i3,1�i/I bPlf / i ` / \ IPoT DEPTH I TO Tb• II Itl IL _ / , .'I� n • PER•FFL6IunoNseJ p ry I. i• .yA,3>O �y� -- ` �# N i • II CRUSHED TOP auo-SF u II i:;: 0,1 • ° . ISLAND DETAIL "^• ® ► AALA7__ • ,__ -_ \�` r i BLEND SRAM MA AL S I EEO�Op5TM6 LANDPGAPE -I r' •' INTO EXIST-MAnRIA- -6-r t0 RFNAIN(iYP) -V �0la • - r `,�.'�`j�''�A"" vn�raMK WITH vane s 6rRATIDLF WITHD6ALV aI�I 1 Q i.,{.�/ VW-PE W3AFP TENT ED M CLEAR 10' 20' 40' EO' f65T MKTAPES - 1� I D.DIATUC'LODEEPOLE PINE TREE STAPES WTH S'CONICAL POINT SCALE I_20 O' R B PLANT SCHEDULE PLANT 1R85 HEN %'DIA RR£W]151N 1 ENOEN TO ALLD/1 LPWIAfffJSFlLLWIN U4ild ;POSITIVE DRUNK£ OFSPFL 12 6rTsaL DorAwuLNAr£/cvFc1DNNAeE 6� xoraLANDSCAPE NOTES AvarFr�LMRomBUL�Ili.�.. , �) ram'' I. 6EIERAL CONTRACTOR TO CLEAR AND GRUB ALL NEW LANDSCAPE AREAS v II I. '� I- BACKFILL PIT HMI 5D. ACM RIERON BOr1IA1L'/SOWIALL MAPLE 2'CAL. B 1 B.MATCHED FORM °C V'IRVATDNNS O AREAS TOtBE 0125 SEED NEY�PLANTIµSF N - ": ::-:: 11111E TOPSOIL MT 50%NAMVE VIOL GENERAL TO 5ET III—IIIIII IIIIII E.AL PRNU6 CERASIFERA TEHFORP/,\EVWORT FLO/SNN6 RLM 2'CAL B/B.MATCHED FORM AND SET`0IB6RADES AT 6'MINUS FINISH ELEVATION TOLERANCE FOR _IIIIIi_=a= SOIL ADD SPEO%X ,P ELEVATIONS FOR AREAS TO BE NtDR05®ED. IIIIII=IIIIII-1 FFRIILIhR TO MIX \. - PINS HERA/N5TRAN PINE b'NT. 5 I B:MATCHED FORM 2. EFCkAPS IL MIX O SHALL SCAEFTS INY LL tRIM PL5,PLACE EA OF Q O O yam, (REFER DETAIL INTO THE 5,86 D0 CIFICATTONNSS. O TYPICAL TREE PLANTING E I. PO R6N5 LOTTO LUTKEN'/OTTO LUYKEN LAUREL 56,11. PULL FOLIA6E,4OL. 5 a�N Z B. SHREDS. COVER SHALL BE INSTALLED CONTINK rVS UNDER ALL TREES FF J.NPERU5 CH PFITZERANA COWACTA'/COMPACT PFITID JAPE R 5 GAL PAL FOLIAGE,Bb;OD. AND SHR DS.MAINTAIN AN IV SE E 0TBACK FOR GROUND COVER 196 M THE PAYS BASE OF TREES AND SHIRES. n 5 T CROWN AT HAELEt5 N&39, ERICA CARtEA 5PRIN644000 RNK'/SPRINSHOOD PER HEATHER I SAL 24.0C. 4. ALL NEVI BED AREAS SHALL HAVE HEM-FIR MEDIUM BARK MEN INSTALLED r v y.1° BAR:MEP PER SPECS w 2 TO A MINIMUM DEPTH OF 2'. ERCUO 'CI`'ER 5 NO PRE-ELEROER HNOICIDES SHALL BE APPLIED TO ANY 6RORO COVER 0JSA 1 1"' • BACKflu1.CONSIST -FER SEE. LL CO Z. jj A ARCTOSTAPH LOS OVA UPS/KINNWNNIK 4'P05 24.0L. BEDS. .D ADO FERTILIZER PER _ 6. REFER TO CIVIL EN6INEERINS DRA0IN55 FOR 6RADIN6,DRAINAGE NO4.°• b� SPECS 0 CO 1 UTILITIES INFORMATION TO ARCHITECTURAL.PRALINES FOR SITE LAYOUT EXISTING TREE LEGEND: R � N 1'O; EXISTINS TREES TO REMAIN IIIIII. , _ III=IIII I]Ra+EMOVE ele nnTeuu ------------ IIIJIOIIJIIIILIIII_ - _ -- —-—-----— EXISnN6 TREES TO BE REM:NED IIIIII-IIIIIIJIIIII-IIIIII IIIIIII-IIIIIIIIII OFEEnm5 =IIIIII-IIIIIII L 1 2 x ROOTBA L DIA T PLAN O TYPICAL SHRUB PLANilNb. xrs aap a '�Q e2 L-1 #1563 Acr EA 18723-5 RENTON 327E Gm,t.Lot 2 .10 Ac es ". r s ,, , EE Ra, ',, M. __ ,PUN FIELD 6666C . • ,,,,,7.ii:1 . A .K. ,‘, \U s,‘, f;•';„iF--&" • CI Y OF TON Al PORT 1—_ -_"__. '':'\‘‘ t ,, .....<,-, tt k, 14.1 .gt ---, --('' D' • / ' ' -'"° \ U." '''L'ar?" •\ - C; ‘,' 1 ---IX/ _____,:.--'----'• „ Ai? '''- I /-- 11.01,H ritiaW1771AV=irozon orw(r157 Mr li=1,_- ...., _.‘ \c-, I .\ ,,, , -----=-----,--4„ <cs c• .1 .....,- ', .. ' . • ' • , 1-----,. roagirto _7:2- = '-'. - - J ''' 6 -sr . 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SCALE I NCH•MO FEET 'n't=er.rr"'"••====r;ft row.. • =;r ,� CS) SAY C6• '�`,` .. - / I --' IE 2685 i �_�LO''- EE 26 566 A /' / _ L - / CB irrE II' li'11 ;�- V / iE i 29.07 - ' 1-1 -- Z Il'Y 'X Ij /' / E 26 0T / 0 II T; - o _s9j ., r / cN.k.E.wN r -•__ c Z m wa, / S'I { f;C� WM w o ! „ill IE 26.}6(12'E) ^1 l / / IE P 26.S7(2"v0 „ NI = IE=26.61(8'W) 12'C•" D pl,/ .• IIIJI IE 26 42(12 S) a II6ei vJ L cn "4,IE=26.36 Or N) �1 e'' «i '� QSD NH�W/RISER / / ^ �+TE=2 2a RR _IE=29 4(12•w) / J / II' / -r I! Q WOP I2 79 12(12"CNI SE) ___ -/ / _51 .. �,u__' NrRISER EL.'272a� �' / ' -1W��^l, ' . CA42•TY 1 -NAT SAWCUT,'=l1w0`�SDCC la.l— / in/ -, f •, . M11 H . ,/ IEE130.35 /kS1 32' X.:SEAL. i„l ii. el Q m� �— / i 14 SH il/ i � i/IE-$6.55op po / _ n_- 1 0 / 137' / //'St k ifl. ..., iI O il il TCH EX. .1/.A -- 9 / SDM Jl tE } (( :: .3t:56` is; r 1I / IE=20.9fi(IQ'N. 1 E" ..fi9(6�N EL).• B1i11.lY CB,91,TY I 1 , F�•� a u IE- S21('SE)- - .:E�25.00 ,TE�31.25 AI TE-30.65 r= r r. sS �• 1 1R CHANNEL),,' CB%10 I CB I26.66 I IE=26.81 _z C 31.a3f / TE=31•-• I I?E=30,J NEAT SAWCUT MATCH --31.2]' 1 4{IE-27 (6"Sw) 31.59 ', TC=]1.253 IFI�26.3' �16-27.1.L. BC=30.75t A SEAL_ I•I/ ppq !NE T$'/,WC T't 'i: -1. :.i...:0 v-6 S y 7 --- I i / I f / 1 ,- i 2 CB TYPE EA' }31.6' i FMO ii iE=]I� / •. - i'• :E•(25.66 •Y! ��i iii; 131�SOt .'. •�w �:62f:. :'/.i �I A��1� �' TH %. ,/IE=262, �� , �' � L�]C �D�� - / z '�/MATCH L ()IL~I ?- 9 _- ; �ry, w C3Ztf,:i �l'.II�I ' (NEATSAWCWTIIE}299i TC=31'203 I f+ 'I] iE/• O n • 0 TEd31.e9 • Jh SE/nL 27 c'.,J _ /////,;; alg.:1 p / / _ ,a"•I.`�.IE�28.77....) ,'- 31: I1I. 1.62 / I l s%' _ __LI__!' V_._)'r.'-' /4 7 - .•TEg1:25! v'Oi ,17,5 1 ' ,II . CB/7.TY 1V \\ _ IE�28.53:- E=26.30 =1Es2}5.98 TE=31.25 /`1 :", V� _ .. - I.,_-� IEs26;66 I =1 j ��VIgpS 1<N C NEAT•SAWCUT, ..l;-..`. - I.1 ,.O f♦CRt ,, 1352 _ ... TY�Ir-'p : 47 P t F�G,N" MATCH EX. 1311': .I TES 1.034 0 1 Ir,` ,./ 31 55t �Li i• 'H/ 1� 7� IE�a8,88 3 952 / I 1I , Elm .... .e RELOCATED �\5 =i L `17 'I A.1(,TCH E% wV RH - _ , • z•` �r..'-'' "E - .-- EHH METER 6v....EHH Cq�v --------------'-------+----- 1 SI? ' -r---- 1 �` EHH{ HOIP'TO E NEW SIGN =31.02 i, .. ®EHH 0 c0 JJ it • - Cu EHH y______ I__�-___- ®EIIH SSCOo -',..qC 0. j) _ �- _ _ ___ " _ ______ _____ a_ 1:I 31.853 _�__�_____ Eycnn I"2"..6 %+, • Do p# Y EX SIGN t0 , 1 i i_________ _____..� -, ``'\ WV TB OCTE MATCH EX MATDN E%..' BE RELOCATED I I S u "A(R) �' E=3t 02 I CB TYPE 12 `+._+ . 9.d/ D7 ,�,,.,(o, '2-0j iE=312a II Z E=29 2a U {-• --Tq) O N WSOCB VALVE - - - — -� -- -- _ Z TOP of PIPE S. RE T •'c(q) z So 5D r-- - _ CO z — i1 ',i . it - - ,.__K__-w--__ '--'s--� ' WkJ . / ' 03 A RRERt�AY S. '+�'e O 0+ Ra. t,....., CSITE CD • W (cP }E 0 S�� I sl SHEET 70LE Obi �� 5 A . TDESIGN iiir cb H T. d • I J /OD GRAPHIC SCALE FROX-Cr z VICINITY MAP /Illu\ Cl 8 OFE NO. m #1563 • NOTE: 1S] 1 TIE EXISTING SITE IS A PA.PARxINC ° RED DECAGON FASOA E FASTING GROUND ELEVATION IS BS-3 N P.SArtw PAN TONE GAMUT T.PLEASE SEE BELOW FOR 1�_1t LOCO.COLOR_RED DETAILED 0 C FASCIA COLOR.WHITE SAFEWAY LASTING AVERAGE GRADE LEVEL O D , UNDERNEATH PROPOSED STRUCTURE it Eq wGn ILLUwxA1EO GN,NE IM,VEo ITTESTRUGNRE �G^aI LG7G� r E 5 G (l�) 0 CANOPY COIUMx,COLOR O ` MITE.In Cf) z m MODE SIGN,B"DEC,COLOR ® �. TMIEL ENY TOPPER w PROPOSED GROUND e a a Gx P D °° '` w o MONO GROUND ` -rp / ELEV.G GROUND in 1.L �11,� ` �q S1 O Z ` 4, , _ -111 ! _ _ g�a��1 .1 I ° `w� U� s ISLAND,COCOA OAR N SAFEWAY LOGO �°mm Q LJRED PANTO..03EC w:f' Y1..'.:�=.1 8 PROPOSED FUEL STATION WEST ELEVATION /� FUEL STATION SOUTH ELEVATION I w a-1-D �} /e1-D Q m CD yiZ-- 05-29-00 , '' @ PROPOSED GROUND • - ICAL I _� j WSITID n17 .._4 lil SEE ccDIMENSIONS lc x� naxo li 1 s� woUNO 0SEmE ICAL ElEV3080 � �f IE�°1�4 , I NE E ' @ A! . yg PROPOSED FUEL STATION EAST ELEVATION i 1I FUEL STATION NORTH ELEVATION ";' 71,8 3G 0.0 a<iON MEN, FLASHING. PANT TO MATCH CORES PLASTER Wa (CO)TO MATCH SNCCO { PPLASTER m8x 0,8) CATCH u NNDRm95N,LIGTING- > i( q_ T1.RANSACTION SAFEWAY R�E,I � 2rEV"A�oEk � ll- - DIELPa t il a-..DOWN6NT(mxaA coxmol+a , W I��yaq ORAx'EAWnPMER YRVE vUMP SILICONE BUTT II IN .4&R (NW)X 9 kk5"ROCCA(x)CONNECT TO 34 i I U L • ExuT o� JOINT(Tm1 ■ - TERCW MCE SYSTEMS CORP(T3) ' 'C�-. .6z_6,6.6 R FAX OSTO13,.61_,936 III �I�®��® I SEE m 0 m PRE CAST STONE GAP(TT) BLOCKSPLIT FACE VENEER(00) irk Q► H W z 4. aV .1/2 PREFER.VENEER c>� GC O ' ADJUSTMENT AREA ADJUSTMENT A. 'COI 6 KIOSK WEST ELEVATION 2 KIOSK SOUTH ELEVATION 03 • /<_,_D M Q J Ns law V.ROOF TOP 1 z HVAC UNIT,40 11EE MECHANICAL TOP 11 11 f.. PER FOOT SLmF -'�I FOR HP-1 CS I I..L Z o CD-8 `de 2: 6EroE ABOVE FOR \ _ - JJL _ TYPICAL NOTES _ ,YPSA NmEs - -31 5F,1� L =� EXTERIOR IIIIE7IIII _ , _ ELEVATIONS PR6FMFO KxEER a 1/1"PRfiERRED VENEER ��� 4. AOLSNECT AREA ADJJS,MENT AREA A-3 0 5 KIOSK EAST ELEVATION 0 2 4 8 KIOSK CROSS SECTION KIOSK NORTH ELEVATION TCgRO 1 /° #1563 (S) L- __ z S. 2ND STREET e a /� I — a a C ^3 u N.. �..��, mil _ "� \ 1 C ' �� SITE INFO. _ SITE PLAN KEY NOTES - R w,�N«a v.Q ,„R� o eum.om 1014L NIE MEA, 6z660605(00,991 Sr) «nTO ..,m -_.-, ;q E .,<,I OY09-ao TOLL L5t66UY00 AREA- 3. sr. CD...... - z�3_5].' _ 196.9]' / _, / , - ` NEM P11 MIN Mat.* 6,615 Sf. 0 war worm e"iO aP..�a a.i !R!SBB'1 mini _ _ n-8822'20-E ssU/ Jam^ \n �� ]• TO.6EIXNOIR AREA DETER RQ SIADpI}]I6,609 Sr. ' a z�,. -- 1 I 'pJ'.v \ q'//�- TODL YN(W6ED AREA,(DENT) 15SA Sr. OO o uwvx /l✓✓ /1 D I F BUILDING INFO. 21.ES SE o oE'as" ® .,..-�.,ss. a .r.-�av n" r/ `- / pFLINE qR BUMG DOHS.SWIM STORE 56A,56 Sr '0 ,u- v R=540.68'1 4 Eric: f R/WRY VeR I _.:,:1 PROPOSED CNlOPY 9,!]6 Sr. QQ o urn,w.w Pm�P L=80 29' (PROPOSED 00S0 ( Sr) cs v szmm uv w YAP 11...__1111111' ^ A=OB'SO'29- I ,"" B�D61D MOWS:06600 G 50036 Sf O zmc w LUP ro a z lli,/i�j• �'i.[tM PROPOSED 1.196 Sr V 5 pp I 56.,+ q TOLL 55.909 Sr. -.sn ^ 4 �' NLCYADE: 56' EXISTING �XISTI z? -��� D G TO, TACO THE PROPOSED EXISTING � o- AURN UNDEVELOPED �ARrMfNT q�OG (,(,,"�"�d PROPOSED RCM SOWS PARKING ANALYSIS: W "� r—J0 E. iiiiwg ToT A sw rvupe0•r le-c;isj 0 0 allitr, i .m-vsm v 'w"6rrD1f�mw Tom 139.184 int REWIRED PARspC Mn1 81' 228 Ia;8501680)PA,18688 05/ s. 285 ^� ,+j ° REamR` ED PAWING �:. ' o— 1� o— ,..1 /4'5 lie it EUMrYUR�E c: 7 .,.1 iNiOvcour+E°P6RIuxc %10�°a>I iie so. 95.RE0MRED P.m°xc '"" •(BASED OM TOTAL mumNc AREA saso9 sP.) EXISTING v I i 5 . fXl WENDY'S g 4+ II ST fNT u ARTM II I I rc, MAIN I I ENTRANCE — — — — — ' z 9p5 `� `` �LL� 193 I .� I cd `LOADING ,,t a� O iE wLtd ,Jf DOCK !! 4' =87.45' �(�rp 3 L"z4 s6 n P II 69 =19'40 ]^ _ 3, p by , -30fiI5'.5 ' I - SAFEWAY#1563 m v, o_ s�a�, I 1 a j,// h 56,433 SO FT APPROx 'E lm I V -I( • (5' I ,�P:r _ _ / /� _ .En Y j p U ---3 �s.:. ^t/% 88'40'S0'w' $UBPRU o a - nGas.� ^,` '.._. .- r ._ - vev 1i ^ _ (/) ( IF aE€g@r • 316 w om o�� I O I e F 7(/' ENTRANCE - \ • i . '"oI r,l0. : Z4784SO FT ,, M1,OiU� / sw I 0PI (1 /E"�,,..� EXIT .�-,�. _ _ lL o aoR m- , - ,av1 W ]]60�� .¢ / 21200' -__ ter _ _ =,N88'4050-w sp N8'«4J0 ou 2 _ _ -II - , Fir 89.1211.6 ..�.:- 1 %; u°o s"r«'wsweeA'".„. s �' .%i;�:: ,.j ':: snE : __...-a N /2-- "'— ' S. 3RD STREET .«w «, ._ 7 �_- :tea, �.z, / u % o o u p ',G L•l «u r LN A. t ,v _m n • Doaaa ---' _-__ am PLAN 9156 Smooth Feed ShéétsTM VII 5-e� ct 16 1s; Use template for 5160® I I 000720 0003 000720 0054 000720 0060 , James&Beverly Cooks Fred&Erna Sandoy Renton School Dist 403 60 SW Sunset Blvd 220 Shattuck Ave S 435 Main Ave S Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 I � i 000720 0060 000720 0060 000720 0060 1 Renton School Dist 403 Renton School Dist 403 Renton School Dist 403 435 Main Ave S 435 Main Ave S 435 Main Ave S : Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 - A 000720 0101 000720 0115 000720 0116 Fred Schoen&Jessie(Zafer Macris Gene&Huong Sens Gene&Huong Sens '`' ' PO Box 7600 7259 S Sunnycrest Rd 7259 S Sunnycrest Rd -IT', ' Los Angeles,CA 90051 Seattle, WA 98178 Seattle, WA 98178 i'j ; - 000720 0123 000720 0124 000720 0126 I Frederick Steiner J J J Inc i Anna Malesis Llc 10856 Rainier Ave S PO Box 63931 261 Taylor Ave NW Seattle,WA 98178 San Francisco,CA 94163 Renton,WA 98055 000720 0131 000720 0132 000720 0137 Mrs. Umberto Barei Ronnie&Roberta Mcdonald Frederick Steiner 322S15ThSt 216NW5ThSt 111S3RdSt Renton,WA 98055 Renton,WA 98055 Renton,WA 98055 1 000720 0141 000720 0142 000720 0157 1 City Of Renton Aldo Zerbato Sci Washington Funeral Services Inc 200 Mill Ave S 205 S 3Rd St 1929 Allen Pkwy Renton,WA 98055 Renton,WA 98055 Houston,TX 77019 0720 0173 000720 0165 000720 0172 000720 JJJ Inc Not Available From County Ronnie&Roberta Mcdonald PO Box 63931 3300 Island Crest Way 216 NW 5Th St San Francisco,CA 94163 Mercer Island,WA 98040 Renton,WA 98055 000720 0184 000720 0188 000720 0190 ' Sci Washington Funeral Services Inc City Of Seattle Eterprises Malesis 1929 Allen Pkwy 710 2Nd Ave#9Th 12865 SE 223Rd PI 1 Houston,TX 77019 Seattle,WA 98104 Kent,WA 98031 000720 0199 000720 0199 000720 0199 Safeway Inc Safeway Inc Safeway Inc 1850 Mt Diablo Blvd#250 1850 Mt Diablo Blvd#250 I 1850 Mt Diablo Blvd#250 ' Walnut Creek,CA 94596 Walnut Creek,CA 94596 Walnut Creek,CA 94596 182305 9013 i 182305 9033 182305 9062 , Dorothy Meyer&Eugene R Meyer Matt Malaspina&Co Inc Richard&Jeanne Snyder 225 Rainier Ave S . i 309 S Cloverdale St#C 1 263 Rainier Ave S#204 Renton,WA 98055 Seattle,WA 98108 Renton,WA 98055 ' 1 ® AVERY® Address Labels Laser 5160® Smooth Feed SheetsTM Use template for 5160® 182305 9063 182305 9067 182305 9070 Dale&Cheryl Walker Dennys Inc Frank Tonkin Jr. 250 Rainier Ave S PO Box 1600 3300 Maple Valley Hwy Renton, WA 98055 Rowlett,TX 75030 Renton, WA 98058 182305 9071 182305 9073 I 182305 9074 Safeway Inc Dorothy Meyer&Eugene R Meyer Kroswald Properties LIc 28226 193Rd Ave SE 225 Rainier Ave S 1520 10Th Ave Kent, WA 98042 Renton, WA 98055 Seattle, WA 98122 -'''''"_ 182305 9076 182305 9082 182305 9087 Accord Inc Atlantic Richfield Company Wendco NW Ltd Prtnrshp. 3300 Maple Valley Hwy PO Box 512485 PO Box 256 `: Renton, WA 98058 1 Los Angeles,CA 90051 Dublin,OH 43017 ' 182305 9090 182305 9112 182305 9118 '' .", Joseph Regis Bruce Williams Hospital Dist 1 15964 NE 15Th St 128 Rainier Ave S 440 Rainier Ave S ";.r Bellevue, WA 98008 Renton, WA 98055 Seattle, WA 9814t J 182305 9125 182305 9125 182305 9171 Robert&Priscilla Cox Robert&Priscilla Cox Kwai&Lee-Yuh Hsue 124 Rainier Ave S 1 124 Rainier Ave S I 7515 SE 71St St Renton,WA 98055 Renton, WA 98055 I Mercer Island,WA 98040 182305 9171 182305 9236 182305 9273 Kwai&Lee-Yuh Hsue Not Available From County Family Trst Levens 7515 SE 71St St 100 S 2Nd St 933 Jasmine Cir Mercer Island, WA 98040 Renton, WA 98055 Costa Mesa,CA 92626 722950 0061 722950 0064 722950 0072 Kwai&Lee-Yuh Hsue Kwai-Shung Hsue Mrs. Umberto Barei 7515 SE 71St St 110 Rainier Ave S 322 S 15Th St Mercer Island, WA 98040 Renton,WA 98055 Renton,WA 98055 . 784130 0005 784130 0015 784130 0020 R&M Properties Llc Zafira Estate Azzola Albert&Kimiko Connole 321 S 3Rd St 4751 Richmond Ave 232 Evans Ave Renton, WA 98055 Fremont,CA 94536 Missoula,MT 59801 ' I - 784130 0035 I 784130 0080 I 784130 0090 Corp Catholic Archbishop Corp Catholic Archbishop i St. Anthonys Rectory 910 Marion St 910 Marion St 406 S 4Th St Seattle, WA 98104 Seattle,WA 98104 Renton, WA 98055 ' 784130 0100 784130 0105 784130 0120 Corp Catholic Archbishop Corp Catholic Archbishop St.Anthonts Rectory 910 Marion St 910 Marion St 406 S 4Th St Seattle, WA 98104 Seattle,WA 98104 Renton,WA 98055 6 AVERY® Address Labels Laser 5160® pO9I5 aasel slagel ssaippd ®AU3Al1 784130 0125 784180 0045 784180 0085 St Anthonys Rectory Renton Lutheran Church c--- World Association For Children&Pare 406 S 4Th St 200 Whitworth Ave S#01143- " PO Box 88948 Renton, WA 98055 Renton, WA 98055 Seattle,WA 98138 784180 0090 784180 0105 L ,,. -- 784180 0115 Beverly Ann Blackwell Renton Aerie 1722 Fraternal e . Renton Aerie No 1722 Fraternal Order 215 Whitworth Ave S 316 S 3Rd St ' ',. ,t.316 S 3Rd St Renton, WA 98055 Renton, WA 98055 .4 ,13,0ton, WA 18055 784180 0125 784180 0135 784180 0140 Kim Hien Tran First Ch Of Christ Scient Crillietis#Edna Lockhart 7908 44Th PI S 220 Whitworth Ave S#01134- 400 S 3Rd St Seattle, WA 98118 Renton, WA 98055 Renton, WA 98055 922890 0005 922890 0015 922890 0025 Washinton Donuts Inc J J J Inc Harry&Janet Blencoe PO Box 317 5641 Pleasure Point Ln SE 112 Monterey Dr NE Randolph,MA 02368 Bellevue,WA 98006 Renton, WA 98056 922890 0035 922890 0045 Harry&Janet Blencoe Bishop Of Ch Jesus Christ 112 Monterey Dr NE 50 E North Temple Renton, WA 98056 Salt Lake City,UT 84150 . CITY oF RENTON • • . .t: - triL i' 'N • Planning/BUilding/Public Works Departnient WW1 i Jew Tanner,Mayer . Gregg Zimmerman:P.E.,Administrator . , • . . . • . • . . , . . • • . • • • . .; . , • • March 20, 2002 • • • ., . • . . .: . . . • . .. . • • • . • . • . . James D. Garrett • . ,. • MBI Construction Services - • . • • 3114 South Proctor St • • . . • Tacoma, WA•98409 : . . . . _ .. • • - • . , . . . Subject Modification of the Approved•Site Plan for the Safeway Redevelopment . • • Project • • . - . • File Nos. LUA-98-052,,SA-11; ECF• ' . -: : 'c: . ' • • LUA-00-059, ECF' _ . • - . : . • . • , . .. , , , - Dear Mr. Garrett: • : ' , •' :i:i.; 1::,;:::,::, •i,,i .., ' • * . This letter is to inform you that we have.*reviewed your proposed revisions to-.the • • '. - approved site plan for: the•,SafeW4T,f3Pilqw.,9!Opment Project This :modification will .. supercede a modification approved March 14, 2000 (see attached). The proposed • : • *- • • • revisions have been approved as a minor modification to the approved site plan_and the. . .. . : ::, , . : . • • • ,previous.modifidation. • • • . • • - • . . , . • • The Hearing Examiner initially approved the site plan on July 16, 1998, :The approved . :. site plan included the existing 57,016 s.t.,Safeway store and 352 associated parking stalls. On March 14, 2000 a modification to this site plan Was approved allowing for a • gas station to occupy approximately:12,720 S.f. of the Safeway site. This:modification :• • eliminated 36 parking stalls, however, the remaining 324 parking :stalls satisfied miniMdm parking requirements. , . : • , • . . • . •The modification being proposed at this time would,alter the site plan in order to install a temporary kiosk for the purposes, Of repairing the 'existing kioSk. Specifically,- the • . • proposal would involve the following alterations to the approved site plan: . • . •• Installing a 12-foot by 16-foot temPerani kiosk with associated•3-foot • . ' by 30-foot ramp directly west of the existing kiosk • - • . • • The temporary kiosk would not be placed within any,required.parking . . • stalls; circulation areas or landscape buffers. . • • • • • • . . • . . . . • - The Site Plan regulations define a minor adjustment or modification.to an approved site • . plan as changes which do not involve.more than a 10% increase in area or scale of the• • , . development, .do not have a 'significantly greater impact on the environment-and - • . • • • . . . . . • . . . ' . • .• 1055 South Grady Way-Renton,Washington 98055 • 1 k .. Safeway Redevelopment Project Minor Modification Page2of2 • • • facilities, and do not change the boundaries of the originally approved plan (RMC § 4-9- • 200.H). The proposal to install'a temporary 192 s.f. kiosk on a 262,000 s.f.-as the existing kiosk . • is being repaired would be an incremental change to the site 'plan. Therefore, the proposed changes are approved as a minor modification to.the Safeway Redevelopment • Project. The applicant is advised that t all code requirements, conditions of the site plan approval and'. mitigating measures of 'the 'environmental review are still applicable to the development of the site. The applicant should .also understand that Environmental (SEPA) Review and/or Administrative Site Plan approval may be required for future modifications to the site plan. • This decision to•approve the proposg�, XrevisiOns a,s minor modification is subject to a fourteen (14).day appeal period 'from 't>e date .of 1hls letter. Any appeals of the: • administrative decision must,be,filediwivith the City of/lent Hearing Examiner by 5:00 , pm, April 3, 2002. If you• ave quesons""r `gardin t corresponde.nce, feel free to. contact Ashley DeForest a ,(42 ) 30-7289. .SA:QYt.,f • H' i.fg,'.� 16♦ ' Sincerely, t s . •-• # `j. 4 „� • k Jennifer Henning, ZoningQdpistrator• �.. Development Services Dii siorf " ; A cc: Land Use Files = 4V: ' • • Parties of, Record . Act) CIT', 3F;�RENTON • Planning/Building/Public Works Department / Jeeae Mummer,Mayor • Gregg Zimmerman P.E.,Adminbtrator March 14,2000 Mr.Stanley Paulus • SSOE, Inc. 3015 f 1e Ave. iVE, Ste. 101 ,' . Bellevue,WA. 98004 . . SUBJECT:• Site Plan Revision for Safeway Redevelopment(LUA98-052,"SA-H, ECF) • • Dear Mr. Paulus: • This letter is to inform you that we have reviewed your proposed revisions to the Safeway Redevelopment site plan. The site plan was initially approved by the Hearing Examiner on July 16, 1998. The approved site plan included the existing Safeway store (57,016 sq. ft.) and a future retail building (10,190 sq. ft.). The site plan provided parking for 352 vehicles: • The proposed site plan modification would add a gasoline service station In th southwest'comer of the . site. The proposed fueling station would include a 4-dispenser pad with an atte ant kiosk(22'X 12')and an overhead canopy (38' X 65'). The station,-including surrounding vehicular circulation space, would • occupy approximately 12,720 sq. ft. of the site. The overall site area is 26Z000 sq. ft Therefore, the proposed gas station would occupy :R bf the.overall site area. The gas station would eliminate 36 out of the 352 parking stalls. . , .;, • The proposed gas station would utiliiie the existing driveway cuts onto S.3'd Str$e t Vehicle circulation to the gas station would not adversely impact traffic flows in the Safeway parking lot.•TtiB`3240aifkln0 stalls • that•would rerrialit`on.the site Would."satisfy fhe*mininium:parking requirements for both the existing • Safeway store arid the fUttire retail building. .F • • The site plan regulations define a major adjustment or modification to an approved site plan as a 'substantial change in the basic site design plan, intensity, density, use and the like generally Involving more than a ten percent(10%)change In.area or.-acale.'(Section 4-9-200G). The gas station area would effect less than 10% of the total site area. The proposed modification would.decrease the number of parking stalls by 10%. ,Therefor;•the proposed changes are approved as.a.lnlrior modification to the site plan.• The applicant is advised that all code requirements, conditions of the site plan approval end mitigating measures of environmental review still apply to the remaining aspects of the project. The applicant should • also understand that SEPA environmental review would be required prior to approval of building permits • for the gas station. • This decision to approve the revisions as a minor modification will have a fourteen(14)day appeal period • . from the.date of this.letter. Therefore,•an appeal of the.administrative decision must be received by March • . • 28,.2000. PMT reductipns(8 Va x 11)of the revised site plan must be submitted forthe file records. If you have any questions,please feel free to contact me at(425)430-7218. • Sincerely, • •lson I . • Zo• ng Administrator . cc: Parties of Record • 1055 South Grady Way-Renton,Washington 98055 • 411. CITY ,F RENTON •.LL ' Planning/Building/Public Works Department • Gregg Zimmerman:P.E.,Administrator Jesse Tanner,Mayor , • March 20, 2002 : • • • • James D. Garrett MBI Construction Services 3114 South Proctor St. Tacoma, WA 98409 Subject: Modification of the Approved.Site.Plan for the Safeway Redevelopment Project File Nos. LUA-98-052,.SA-H; ECF . LUA-00-059, ECF • • Dear Mr. Garrett: • - . This letter is to inform`,you that wa.'fhave reviewed your proposed revisions to-the - approved site plan for,::the.;Safeway,,„edevelopment Project. This .modification will supercede a modification approved March"1`4,:•2000 (see attached). The proposed • • revisions have been approved as a minor..";modifcation to the approved site plan and the • ,previous modification. • • The Hearing Examiner initially approved the site plan on July 16, 1998. The approved site plan included the existing 57,016 s:f:- Safeway store and 352 associated parking stalls. On March 14, 2000 a modification to this site plan was approved allowing for.a . gas station to occupy approximately.12,720 s:f: .of the Safeway site. This:modification eliminated 36 parking stalls, however, the remaining 324 parking stalls satisfied -minimum parking requirements. The modification being proposed at this time would.alter the site plan in order to install a temporary kiosk for the purposes, of repairing the existing kiosk. Specifically the • proposal would involve the following alterations to the approved site.plan: • •. Installing a 12-foot by 16-foot•temporary kiosk with associated 3-foot by 30-foot ramp directly west of the existing kiosk • ' • , ; The temporary kiosk would not be placed within any,required parking • . stalls; circulation areas or landscape buffers. The Site Plan regulations define a minor adjustment or modification to an approved site • plan as changes which do not involve.more than a 10% increase in area or scale of the development,' -do not have a significantly greater impact on the environment -and • • • • 1055 South Grady Way-Renton,Washington 98055 S Safeway Redevelopment Proje6, Minor Modification Page2of2 facilities, and do not change the boundaries of the originally approved plan (RMC § 4-9- • 200.H). The proposal to install a temporary 192 s.f. kiosk on a 262,000 s.f.-as the existing kiosk is being repaired would be an incremental change to the site plan. Therefore, the proposed changes are approved as a minor modification to the Safeway Redevelopment Project. • The applicant is advised that all code requirements, conditions of the site plan approval and mitigating measures of the environmental review are still applicable to the development of the site. The applicant should also understand that Environmental • (SEPA) Review and/or Administrative Site Plan approval may be required for future modifications to the site plan. . This decision to approve the proposed revisions as a minor modification is subject to a fourteen (14).day appeal period from-the: date .of this letter. Any appeals of the • • administrative decision must,be filed with the City of Renton Hearing Examiner by 5:00 a.' p: i. ra pm, April 3, 2002. If you have.questions"`regarding,thin correspondence, feel free to. contact Ashley DeForest at.(425)430-7289. ,;Y,. .. ".; . Sincerely, =. _- , }; . ���. y�,. fr C M:r.'v' <,,.>''',_..x>tlft.4:,a`?f 'V d.�. .iry OPnt._( : ", .----1,- --c--,,,t-A'',‘,,17.i.:`,-''?' $ "=';-, 6 . .,_. ("LT; cy , ,,u M '''',Vc,, f - 7i Jennifer Henning, Zoning,:Admihiistrator , :� `, ; . Development Services Division'-` .:`‘,:, ..- ;; r3 cc: Land Use Files '`S`'p..t3A`-^ ,YS -`a=' e,0 =,.} CIT'� )F•RENTON awiL Planning/Building/Public Works Department / Jesse Turner Mayor • Gregg Zimmerman P.E.,Adminhtrator March 14,2000 Mr.Stanley Paulus SSOE. Inc. • . . 3015112"'Ave. NE, Ste. 101 • Bellevue,WA. 98004 • SUBJECT: Site Plan Revision for Safeway Redevelopment(LUA98-052,-SA-H, ECF) . • Dear Mr. Paulus: This letter is to inform you that we have reviewed your proposed revisions to the Safeway Redevelopment site plan. The site plan was initially approved by the Hearing Examiner on July 18, 1998. The approved site plan induded the existing Safeway store (57,016*sq. ft.) and a future retail building (10,190 sq. ft.). The site plan provided parking for 352 vehicles. The proposed site plan modification would add a gasoline service station in th southwest corner of the site. The proposed fueling station would include a 4-dispenser pad with an atte • ant kiosk(22'X 12)and an overhead canopy (38' X 65'). The station,lncluding surrounding vehicular:circulation space, would • occupy approximately 12,720 sq. ft. of the site. The overall site area is 262;000 sq. ft Therefore, the proposed gas station would occupy $H% bf theaoverali site area. The gas station would eliminate 36 out of the 352 parking stalls. . , .; The proposed gas station would utilise the existing driveway cuts ontO S.3`-Street. Vehide circulation to the gas station would not adversely impact traffic flows in the Safeway parking lot.-'rn 324•parking stalls • that*Would rerrialn`on.the site v ould.•satisfy the•fninimum:parking requirements for both the existing Safeway store arid thefuture retail building: .; - The site plan regulations define a major adjustment or modification to an approved site Sian as a "substantial change in the basic site design plan, Intensity, density, use and the like generally Involving Mons,'than a ten percent(10%)change in.area or.-scale.'(Section 4-9-200G). The gas station area would effect less than 10% of the total site area. The proposed modification would decrease the number of parking stalls by 10%. f#ierefore,•the proposed changes are approved as.a:Minor modification to the Site plan. • The applicant is advised that all coda requirements, conditions of the site plan approval end mitigating measures of environmental review still apply to the remaining aspects of the project. The applicant should • also understand that SEPA environmental review would be required prior to approval of building permits for the gas station. This decision to approve the revisions as a minor modification will have a fourteen (14)day appeal period . 'from the.date of this letter. 'Therefore,an appeal of the.administrative decision must be received by March 28..2000. PMT reductions(8 V2 x 11)of the revised site plan must be submitted for-the file records. If you have any questions,please feel free to contact me at(425)430-7218. Sincerely, , AI I •n• son • • • • Zo• ng Administrator • • cc: Parties of Record • • 1055 South Grady Way-Renton,Washington 98055 modern builders sm 253.383.1704 800.383.1707 FAX 253.383.1732 Construction Services http://www.modernbuildersinc.com March 20, 2002 Neil Watts City of Renton 6th Floor, City Hall 1055 Grady Way .Renton, WA 98055 Re: Safeway# 1563 Temporary Gas Station Kiosk 200.South 3rd Ave.,Renton Dear Mr. Watts, As per our conversations with Laureen at your office,we are requesting a Site Plan Modification for the above project. This modification is for a time period not to exceed 6 months. A site plan has been attached for your information. If you have any questions or require further information,please contact me at(253) 383-1704 or mobile#(253) 405-4037. Sincerely, J es D. Garre , resident MAR 2 0 2002 BUILDING DIVISION 3114 South Proctor Street • Tacoma • WA • 98409-3299 • License # MODERBI 18109 Since 1954 >,-7.---- i lir I i L 91 /•••.11 I , i I \it V .. —77 ----- i \ / -•.'",.---- I i * 1 L,_ I 1_11 t I I 1 , , , ,. FUTURE TO' •-• ti I I- I I I. i I 14, $, ,it : i. , EX IT---1 '-'-- — , s. _,....- :1".` V. t '---;. • ' I ‘11 • • t .s —7-- .---....—_—-----.. ..... .. _ — 4. \ t ; i RI i -*- ---"' WA -..... c,...y.IT ' ' , VZ/Z/ZL1 ..,.., zi ., \‘.. -,,.. it [az , , , \ \„....... ... ,.. , ,„ , „ --t.- __-___ z__ ______________ _ _ _ _C*E_WAY_L______ 4 --- -wks--------w-T1 -- -- ' I ...,, 1 S 3rd ST. I .. ..............._ ......— t,r0(.. c• ) rzi m i 4 t giP , • :?;41 a D I" /- ,.........._. ____. .___./ „........,__, SITE PLAN imor 1"=scr—o" i!TO1 / / _ / 1 1, , , 1 .._.} /lid' L • • • , - ; , ___ ___ ____--- ,7_, ,.,,, / ------Ami- 1 / itzt,1, ___ _ -- -..., . 01.6- I- - --- 4 ' .4.....-. ._... .....-. ,..... ..•.....-••• ...-.. ••••• ' ,.....,..„.....rx rfi, s • -.. \-------.., / .•-- .„-- / i _.... _- ---_ __ _ FUEL FILL PIPE A y10'—0"i 1 --A r-,.. ---,.._ \ , . ,..--' /z I I i . / - -r--: -ii--- 7 7 1 ' ---- ..----17.. ao 1 r:cl. ` --c7,---., _____,,\ ii-----4„,'•:,40, ;400 1 t , .1* -.1 11:1\ i dp it 1 ; I c, ; i I • • .,/.. f I I 1 i .....„,,..• 11 I:di=::.47',1 0 f.,1 ,.:al_1_4):I 0) 1 1 1 Co i ...7. \ "el , .::-.....14( 1 r- - . I 1 /1 , i i , , I 1 1 i..•4•..- \ ;i co \ I . , 1 //1 1 1 I it 1 1 ,, 1 s--- '\! 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VENT RISER AI & WATER STATION 6 is 1 SEE 11/F3 W PUBLIC PHONE 1\ I ! i 67'-0" • 49'-0" I 27—1" CONNECTION CENTERED 9 , ; \ i • 9 ON ISLAND, SEE:( , I 7-5," 7'-2" 27'-0" .• 25'-6" sit 4 \ ; \ I • t i 16 I'—0" e ATYRI 51'-7" 41210 . i "P',.• LAMP ` , tr, I "" 10'—4" 8'—11''7'-10" 9,_4n 1 ( 1=1:.1 ) Ts ''):(3:..:9:I:" • . ‘ 1 /0. ... .."‘ e.....N It 1 I 1 42t.,2 ._ .,/ _1 ,._ ! • i i •''.- \ I 1 1 . ,,,,• , , (i., . ..: . , io )i I 1 I i I Ifr8 ,• Flo , .-...,,:).g:... .., • s ,\. ii. - , , iii . ; ) ..(2.1 N.-i.' v,...,.,111-1: --...;-_---...L.--, ,fp-:_,—..._,fr.:.__..-...... .... —.• . .. . . ' ell'?LA-HENION . ... . • • EXISTING STOP SIGN 1, I \ I • BCCEIVED - •-• - • • • . . . .. . . . - ii 1 ..,.. :- .--'.1.‘ • - 'C' kik 1 PROPERTY INE EXISTING SIGN ... -. : EXISTING LA..NDSCAPE . ' . . ••• • - • gi f \ \ " :— -3 ..---—:L\ 41 EXISTING ONE WAY SIG17 ---,.., I\ .,1 \ I ; i I IL, kJ 11,AS---t-U,L4A102 EXISTING SIDEWALK , . \ I \ \ \ i 1 .1 ; is NEW LOCATION FOR EXISTING SIGNAGE ,..;•\F.-,,, sl c I, VIpasi --- ,, ,-: , - __,_.... . ,, . -,.. 1. 1 t \.. -i) ,-0" ,EXITING SIGNAGE Ti BE•Rp_OCATED i ti -,, 1, I i I I i ,9'-0" . I , • 1 . / \ \ SIGNAGE-----' I , g -) 1, 1 s I . ....., i -. i \ \ i . EXISTING NO PARKING" -.„.. 7.4434';-.-- / 1 > •,.‘„ • , ONE WAY I N., • . ....„ . , •::::, N. ........„ .-..,_ 1 , — — - - — --- -..._ CITY OF RENTON Planning/Building/Public Works MEMORANDUM DATE: July 31, 2000 TO: Land Use Files LUA-00-059, ECF LUA-98-052, SA-H, ECF {�� FROM: Lesley Nishihira, Development/Planning " SUBJECT: Environmental Review for Safeway Fuel Station /Amendment to Minor Modification for Safeway Redevelopment Project 112 South 3rd Street The Safeway Fuel Station was approved as a minor modification to the approved site plan for the Safeway Redevelopment Project (LUA-98-052). The modification, which was approved on March 14, 2000, allowed for the construction of a four-island fuel station within the Safeway parking lot, including a 2,470 square foot canopy and a 264 square foot attendant kiosk. Along with the approval of the minor modification, Environmental (SEPA) Review was necessary for the fuel station project due to the installation of underground fuel storage tanks exceeding 10,000 gallons in size. With the building permit application for the Safeway Fuel Station (B000424), the applicant has proposed minor revisions to the site plan reviewed as part of the Environmental (SEPA) Review (LUA-00-059)and the minor site plan modification conducted for the project. The revision includes a 310 square foot increase to the approved 2,470 square foot canopy—for a revised canopy size of 2,780 square feet. With the proposed increase, the fuel station canopy and kiosk structures would remain below the 4,000 square foot SEPA building exemption level and, therefore, would not necessitate additional SEPA review. In addition, the proposed increase to the canopy would remain below a 10% modification to the originally approved site plan for the Safeway Redevelopment Project. A copy of the revised site plan has been incorporated into both land use files. CITY OF;.RENTON 411, .11 '' Planning/Building/Public Works Department T e Tanner.Mayor Greg Zimmerman P.E.,Administrator March 14,2000 Mr. Stanley Paulus SSOE, Inc. 3015 112th Ave. NE, Ste. 101 Bellevue,WA. 98004 SUBJECT: Site Plan Revision for Safeway Redevelopment(LUA98-052, SA-H, ECF) Dear Mr. Paulus: This letter is to inform you that we have reviewed your proposed revisions to the Safeway Redevelopment site plan. The site plan was initially approved by the Hearing Examiner on July, 16, 1998. The approved site plan included the existing Safeway store (57,016 sq. ft.) and a future retail building (10,190 sq. ft.). The site plan provided'parking for 352 vehicles: • The proposed site plan modification would add a gasoline service station in th southwest corner of the site. The proposed fueling station would include a 4-dispenser pad with an atte ant kiosk (22'X 12')and an overhead canopy (38' X 65'). The station, including surrounding vehicular circulation space, would occupy approximately 12,720 sq. ft. of the site. The overall site area is 262;0140 sq. ft. Therefore, the proposed gas station would occupyq448°1 .(of the overall site area. The gas station would eliminate 36 out of the 352 parking stalls. The proposed gas station would utilige the existing driveway cuts onto S. 3—Strdet. Vehicle circulation to the gas station would not adversely impact traffic flows in the Safeway parking lot. Tt►A`324 parking stalls that would .rerrialn on.the site Would satisfy the .minirrium parking requirements for both the existing Safeway store and the:future retail building: The site plan regulations define a major adjustment or modification to an approved site plan as a • "substantial change in the basic site design plan, intensity, density, use and the like generally involving more than a ten percent(10%)change in.area or-.scale."(Section 4-9-200G). The gas station area would effect less than 10% of the total site area. The proposed modification would decrease the number of parking stalls by 10%. Therefore,'the'proposed changes are approved as.a mihor modification to the site plan. The applicant is advised that all code requirements, conditions of the site plan approval and mitigating measures of environmental review still apply to the remaining aspects of the project. The applicant should also understand that SEPA environmental review would be required prior to approval of building permits for the gas station. This decision to approve the revisions as a minor modification will have a fourteen (14)day appeal period from the date of this letter. Therefore, an appeal of the administrative decision must be received by March 28,2000. PMT reductions(8'/z x 11)of the revised site plan must be submitted for the file records. If you have any questions, please feel free to contact me at(425)430-7218. Sincerely, n- son Zo• ng Administrator cc: Parties of Record 1055 South Grady Way-Renton,Washington 98055 • • • • • • g SE 1/4, SEC. 18, TWP. 23N, RGE. 5E., W.M. e ytl 9 G ! 1 __ -_ _-- UTILITIES: I F h. --- I I �_- - GAS , �\ - WASHINGTON NATURAL • -T-__ __-__ I _I GAS COMPANY 805 156M AVENUE NEBELLEVU 1 z . ' MYy_ S. 2ND STREET (2C6)3E 0 SITE Q 1111 p S. 2ND STREET 7 �.�=i• � � 4 (zas)SG.-o3zT • I ... ----->_ -- -->� POWER Q 1.. __ _- I .1.1611.4....i I •>- -- PUGET POWER COMPANY `' •` F- I -____ Cj_, S!' iY�.,Yi:/ 3 s�N•l Ci''fs .'Y.''" r r'6t♦r.lFln i 5'�' \, `\ ,00 W.GOWE,SUITE no . (n ° M .r.', 'i.1 J/N.. ,+.............................................. f.✓✓N. E.... /..i ii✓ii� Y - \ KENT WA - •" (800)321-4123 I I-Id _ Pl -i,✓i,? . IZZ%�iN1:="01,��. rz & riiiiiiiiii, Neff, ',. i‘ (1.1 W • - •. // "�t SANITARY SEWER LLI ' l%/ �F %' / I OTT ttMRO DEPMTOUI/ENT I ( 1111 _„=z �%%� /.I=%�/_A 4••. %///i1.i..<r/044#: %�S� SOWS GRAPY WAY -• iR."w; in__ , •. RENTON,WA WID p I L_., /I i- ,,. I .1.: ieeD (^25)235-2085 � (Ni, I ; I / P ;; n A. \AIR R U�"CD«MNtn«1,D"5 VICINITY MAP /Ulu\ p 1 / +> (425)430-7234 .,y(i1 il V w l I 2 T27 91TM43 WA NVE N W l33 I I 11 /I ' ' : WATER I� AP"R7'WENF BLOQ I CITYGHAT OF RENTON Q I / / /--I ) I ,IIp 7le'1pIrGI LyILI Li I 'n I"m--I 1055 WATER DEPARTMENT WAY Ti) 1�_ l l l_I ,I,11•-F-.11-Jj 1.,A' ___ __f RENTON.WA I I /---1 F7.11�� o 1 v Nzs)/3D-7z3/ 7 f 4= 6 (1 , qY n ' 11 6 z-sT 0::) sy ,:.i_Jj/r I F 3 1--I u L __- V�°, .c"�.-.,, A 4/R 4 N�(Op� , OWNER: D -?, - „I SAFEWAY STORES,INC. W as •PAE�CEL / 1/ 1 ` I L 1127 12RN STREET NORTHEAST L.)I:4 II' € • el lG//a n `L AA 4[I;S: pzsj 455-8670 MJE,WA BO)W VS ;I V. /,/ / ) H W f. a CONTACT:LAURA DELANEY el m E / ,.N } I'-- • ARCHITECT: L.I• --�L ,/:� l D 3 GRAPHIC SCALE SSOC INC. 4 71 / 'Y PARCEL A _ (..__�„ s e ID O --I, / ,/• f h• „ - - 3015 112M AVENUE NORTHEAST I . LOT 1 _ / / TSAF-sTbWAY STORE NO.1563 •, L[�° - - _ SUITE 101 S ( .,.••• • 4 / n �I� 1-STORY CONC.BLOCK BLDG. I A. •I E BELLEWE.wA 9600E E < c6r i J,.A.L ...,.�.......<.. •u (N FM (425)627-2950 _ygAy,.,,C �� >I''1F1111 //- O- CONTACT:STANLEY PAULUS to ' 1 _ ?L. s �_ ,...SD 11 li 1 5 1, (-,.,0` /� V, el CINL ENGINEER: 6 1 �..� �\ I .: PARCEL C %� ..... )/ 'r' • I ' BUSH,ROED k NITCHINGS,INC. 1 1 I I� �� -' HORIZONTAL DATUM: 2009 MINOR AVENUE EAST ����� .11 �IEOy�MS r} I �/° BEARINGS REFER TO THE NORM YARDIN OF 5.JRO.ST.AS SEATTLE.WA 98102 1 �� !! )i�ir_iA(l9ala�I'`F�I „' < 4 Lg I' I SHOWN ON RECORD OF SURVEY RECORDED UNDER KING COUNTY (425)323-4144 i� 1 -I ' • �i� 1 l..,riz.1,1a♦Jl MOR �I§I {, - ` {) I RECORDING NO.7601120387. CONTACT:PEDRO OEOU2YAN 9 E� .�� EO/ g. m1R,: •.^�'',SrE... I I i AEUW+vW -L! 1' / I .J q, Ctl • Est u�, _ �;�,". R M0 __ ry �Kfsils a 'f . �� �.I• $' i "�11J`�11_!_L_L_L1J_J •41b i 51 a b .`F'i•: r INI2EX `/ • - •aw.cx•eSR:: ......... _:_._--�..�...._.. --Y ..........".._.....-- -'S� - •.:^;.. 51, - COVER SHEET f iooSio 1 - -I-,- -- S. 3RD-SEA ' - -- - ,._1_._ - EROSION CONTROL PLAN C2 T r Hill D y_ N:+TESL;: .a 4 x.....,/.1s. :PT^T• .Z % .R T. T AI � GRADING PLAN C3 • �•� STORM DRAINAGE PLAN C4 DESCRIPTION: PARCEL B: PARCEL 0 • UNDER RECORDING NO.1151115013g PARCEL A: THAT PORTION Oi THE EAST I/O OF SECTOR IB,TOWNSHIP 23 NORTH, THAT PORTION OF THE RR TORN CAM NO.37,AND THAT PGHTU Of 8 W THAT PORTION OF THE HENRY H.TOBW DONATION CLAM Na 37,IN RANGE 5 EAST,W I.DESCRIED AS TRACT 14 OF RENTER SNOREUNOS SECOND SUPPREI/ENTAL YAPS.ALL EXCEPT THAT PORTON THEREOF,I ANY,LONG EASTERLY OF A LINE WATER&SEWER PLAN C5 3 SECTOR,e.TOW/SMP 23 NORM RANGE 5 EAST,W.M..DESCRIBES AS SITUATED IN SECTION TB.TONNSHW 23 NORM.RANGE 5 EAST,VOL, DESCRIBED AS FOLLOWS BE AT THE WTERSCCTION Of ME WEST RARER OF SHATNIX DESCRIBED AS FOLLOWS AVENUE(FOUNDRY 41ATNCK STREET)AND ME NORTH MARGIN OF SOUTH BEOMO/G AT A PONT SOUTH 130.47.00•NEST 303.00 FEET FRO(THE DETAILS SHEET CB BEONNNG AT A PANT ARBOR IS ME NUTHIEST CORN R OF SYIIXERS Y61 STREET(FOIORALY.9V0 A\TMIE}, BEONNAG AT TIE WIERSECTION Cr THE NEST YMON OF SOUTTUCK NORTHNEST CORNER OF SOMERS FIFTH ADMMON TO THE TORN OF y S F0'M A000N TO THE TOWN CO RENTO/,A5 PER PUT RECORDER I THENCE NOTH BB'40'50•NEST ALONG SAID NORM YARON 300.00 AVENUE SCUM(FORMERLY SIATTUC(STREET)AND THE NORTH MARGIN OF RENTON.AS PER PLAT RECORDED IN VOLUME 18 CF PLATS,PAGE 33. VOLUME 18 OF RATS,PACE 33,RECORDS OF KING COUNTY; FEET; SOUTH THIRD STREET(FORMERLY THIRO AVD1VE),THE SAME BENG THE RECORDS Q KING COUNTY; • DETAILS SHEET C7 THENCE SMITH SCOW NEST 68 FEET TO ME TRUE PANT OF THEME NORTH 0119'10•EAST 25600 FEET TO INC TRUE PONT OF NORTHWEST CORNER OF SLATHERS FIFTH ADDITION TO THE 10744 Cr THENCE NORTH 0013'00•NEST TO THE SOUTHERLY LAZE Cr ME CITY 6EAHNWO 6EMIN NO RENTON.AS PER PUT RECORDED IN VOLUME IB OF PLATS PACE 33. OF S:ATT E CEDAR RIVER PIPE UNE AND ME TERMONS OF SRO LINE: THENCE CONIINIA1C SCUM 89Y700•WEST 112 FEET,TO A PONT THENCE NORM BS4010.MST 21036 FEET TO A PONT 0/A UNE RECORDS OG IMO COUNTY; HEREIN AFTER REFERRED TO AS PONT•A•; VISCH IS PARALLEL MTI AND 30 FEET EASTERLY FROM(WEN MEASURED THENCE NORTH 8640.50•NEST ALONG SAID NORTH MARGIN 300.00 FEET STUART N ME OTY a RENTON.COUNTY Cr KING.STATE CF NOTES SHEET C8 THENCE CONTINUING SOUTH 89'4760•NEST 100 FEET; AT RIGHT ANGLE TO)THE VEST UNE Of TRACT IA.RENTO/SHEAELANDS. ED THE TRUE PONT OF BEGINNING: WASGWGTON. THENCE NORTH 001300'NEST 451.75 FEET.YORE OR LESS TO ME SECOND SUPPLEMENTAL MAPS THENCE NORTH 0119'10•EAST 25600 FEET: ' SOUTHERLY UNE OF OTT OF SEATTE CEDAR RIVER PIPE LINE; METNGE NORTH 1222'08•EASE ALONG SAID PARALLEL UNE 216.17 THENCE NORTH 88'40'S0•WEST 21968 FEET TO A PONT COI A UNE PARCEL a THEME SOUTHEASTERLY ALONG SAD PIPE UNE TU A PONT NORM FEET TO TIE SOUTH MARUI CF THE OTT Cr SEATTLE PIPE UNE RIGHT- WHIM R PARALLEL NTH AND 30 FEET EASTERLY FROM(WREN MEASURED LOT 2 EIF MY OF REH1ON LOT LINE ADJUSTMENT NO.WA-99-0B9-MA, 0013•00•NEST FROM PLAT•A•; CF-WOO AT RIGHT ANGLES TO)THE NEST UNE CF TRACT 14 CF SAD RENTON ACCORDING TO ME SURVEY THEREOF RECORDED UNDER SONG COUNTY THENCE SCUM C01380•EAST 200 FEET TO A PONT NORM THENCE SMITH 881210•EAST AL0/G SAID SOUTH MORON 178.94 FEET SHOREDANOS RECORDING Na 200001119RCAAB; 0013.00•NEST 254.81 FEET FROM PONT•A•; TO A POINT MHOS BEARS NORTH 0119.10•EAST MO/THE TRUE PONT THENCE NORTH 1270'05•EAST ALONG SAID PARALLEL UNE 218.34 0 S M Mg- 6 THENCE SCUM 733115•EAST VAN FEET; a BEONNNO FEET TO ME SCUM 11ARON OF THE CITY OF SEATTLE CEDAR RIVER STATE IN THE CITY OF RENTON COUNTY OF KUM STATE OF elf/�-4 o HENCE SLUM 0013'00•EAST 78.09 FEET,TO A POW NORTH THENCE SOUTH 0118'10•NEST 211.21 FEET TO THE TRUE PANT OF PNEIINE OUGHT-OF-WAY; WA90NGTON. ' AR CF .0 0013.00•MST 120 FEET FROM SAM HORNIEST RAT CORNER; BEONNINO TEACE NORM 8819'2S•NEST ALONG SAID 1ARUI 30.53 FEET TO THE RI�yB 1 THENCE SMITH 59'4700•WEST 88 FEET TO A PANT NORM EXCEPT THAT PORTION THEREOF MN0 EASTERLY OF A LINE DESCRIBED NEST LINE OF SAID TRACT 14, PARCEL E•' . `,/ SEAL C 0013'OD•MST FROM ME TRUE PONT O BEGINNING AS THENCE SOUTH 12Y0'OS•MST ALONG SAID WEST LINE 245.74 FEET TO LOT 2 Cr OTT OF RENTON LOT LINE AOJUSMERT NO.LLA-010-52.ON \/.\A,,��. A� A THENCE SOUTH OOl3'00•EAST 120 FEET TO ME TRUE PONT OF ME PANT C'CURVE; LOT UNE AOIUSMFM SURVEY RECORDED UNDER KING COUNTY RECORDING �'� WA 9 BEONNNO BEONNNO AT A PONT SCUM B9Y700•NEST 300.00 FEET FRMI THE THENCE ALONG SAID CURVE TO THE NGHT NMI A RAOUS/>i 2N.e0 FEET Na 8211239011.BEING A PONTON ON GOVERMENT LOT 10 AND TRACTS `,� � . NORMMST COONFR U RIIUIER5 FIFTH AD0110N TO THE MN 6 FOR A OSTANCE OF 67.N FEET TO A PUNT IRO/M001 TIE CENTER 10 AND 11 OF RENTON SNO ELA4N05 21R1 SUPPLEMENTAL.ALL IN SECTION I CHECKED FOR COMPLIANCE EXCEPT ANY PORTION THEREOF LYING EASTERLY CrTHE MSTOEY MARGIN RENTON.AS PER PLAT RECORDED N VOLUME 18 a RATS PALE 33, BEARS NORTH 5750/28•NEST; 18,TOMISMP 23 NUM RANGE S EAST,W.M; �.nr/..7 TO CITY STANDARDS HE SNATTUIX AVENUE(STATELIER SHEET): RECORDS Cr KING COMM THENCE SOUTH 86'40'•A•EAST 698 WET: 0E 96298.q THENCE NORTH 0013'U•WEST TO THE SOUTHERLY UNE OF THE OTT THENCE SOEM M THENTH THATOR 011WI0•WEST 14000 FEET TO A PONT O/ NORM TOGETHER NTH PTON OF VACATED LMi AVOME SCUM Dot. JI SITUATE N ME CITY OF RENTON,MATT OF KM.STALE El OF SCATHE®AR NVEW PIPE UNE,AND ME TEININUS Of SAID UNE RARON OF SOUTH MOD STREET; ADJCAWC.PURSUANT TO OTT Cr RENTON ORDNANCE NC 4010 RECORDED WASIINGTU. THENCE SOUTH SBYOSO•EAST 2n.50 FEET TO TIE TRUE PANT OF UNDER RECORDING Na 01111501J>; reS BUSH. ROED & HITCHINGS, INC. Dote ••E SKATE N THE CITY OF RENTON,COUNTY Cr MC,STATE CF BEOMINS WASHINGTGH. STATE IN ME CITY OF REN10L COUNTY OF TONG.STATE a W� qNL FNpNEFRS&LAND SURVEYORS DM. TOGETHER MUTE THAT PORTION OF VACATED LIKE NCE NO SUM WA9RWGTON _-- y FDLINa °'' _. /(1p�p�I-4- I i ADJOINING,PURSUANT TO OT/O1 RENTON TIME ALE N0.4840 RECORDED - BTOTRIL TER 2/0 5 [-MFii�,( 5IR3c�il • • g SE 1/4, SEC. 18, TWP. 23N, RGE. 5E., W.M. / �n P I _._�..;I' -_ 'E.is 61 ".8rI9 F.rl (r/' '� / ji I:n'�i 7,E I_29.a) �S I� �4 �l 8` d p26.77 • +- ItE E-26 2631(la•wN1 .l/ - //I'/J/�,�f / r .P°/ 11__I C 26.62(I2•s) �,°' .., �a w {';.• Z TO NH w/STEW / // /`O.* g / R=254.6Y' 'i 0 IE_392( I / �/ 2 5 / /� Q1, /�-L=87.:s ,r, EtoL) A/C PAYMENT +o'' Z< RO a (1cU sE) 7 - -J/ =tea U/ / / A=19'40'27" _ .. }zl (� LOT 1 -RISEEREL.r...14----T T j /D T 45; ° 0JU CITY OF RENTON----' ' /� r4 hr , r ,+� r4 '.;yN i ii °" -ST�RY CC D'- Loy 61Ng �' '��� Girl �+�rad ._ ,.ru- ,)4 II I • 1 I-l- x -A15JUSTMENT N0. '`mat / S1 'Jr- • z U zE / {�� B Dc.F M LUA-99-089-LLA 6P ^c PALE , r," �� I to 0¢ O,P,1 A,9,,1 /i- ' 'ii--1,it / ,� ,0' n tt A --- . Z 4kO 1-51METAL O'suit-.S , R .4�sG uH ,' SS NH JLz9 / m __1 _ BR1CK/ TE`J. 1 ..24 jC,R. NEC),\ 60.UTIUTISEASENExT E•REC.NO 9804220125 { 0 BLOG .�4 1E.2D.21 � IE.z469(' . !p AND 2 0 0 0 01110 01t� ECTS PARCEL D) t_ V ." r� rt.R531W )R PARCEL C Q(n H IE.19.06 R.CHANNEL) LOT, / R1• E.J002 JEL x0.96050JOJ (FFECTSRPARCEL D) A/C PAvENENr a .--- - I1 Nl y L II E.2>.I)(6'Sw)R CC `ID'I I- Ia ,,44 LF•-E SD LINE IIE.26J)Q2'N) `=ti•� CC wQ SE N1 � • IIAI mo' .I `=iI' TO BE MO D. O _ •P� E� �I , ' 'IF.F.EL=32.30 LMJ P • �fe T•• ' ,•e a- . , •a SE: ' C4. I C: PR.TEC ON( '.) / !`•; i) N - - �( E.Jt.os �yA/� ��r�g' •a,ISTI• SIB LIN EXI'TINC CB Sa OE AIL,SHT.C6. km '� :�- • O ♦ Y`P71A - '� IE-2en1 :�D. ;� REM.VED ,.44111 �� TO R To D. ��a ' ' os NS A/c PAvfot;N)/ ��j'I ,a i���� lam. •r 11._, __ / �:,� G, "[\ - y I ��,�� P, EXISTING PO n', -�" SRC 0'•/� \ .4° 1���'¢� ..�. TO:E R MO•D# s 299 ',_, .__, / Sw 9 : : S•G ND�APa SEE SHT C3. Il-•; rt-2).4 W • O''� �.E �''� • ' elite�1�•��.-'u_�"" •- ,LAN, TO BE-EMO , !Li. J �. INi / // 0 -STORY W,OD V •GIQ access EASEMENT A 4,,," t, / F .s <O_- as ES•RES50 ST ND I /�.,C 20 PER Ric Joio UMI OF CLEARING - l 8., .(\` 1 FFE= 2.2 �u1 II 9a��1 2 r;' EXISTING CURB &GRADING&TYP.) M A^ =a (` P` tt!R_'- ,�,._�w'��.4 E%IS�nN CURB P°0 '.c.c I"- W D G w\ � " ��G�� TO'BERIfStlLD.=s_ TO BE REMOVED. a/c PAVEMENT (rmlc ) I;J p'.I o€ -/<�V FOUND RR �. f"' P ♦ '''•, 3 ' =-A- EXISTING LANDSCAPE �& T `E ,V` SPINE i ,9• j`> .e n w"Le"p°YLrl�t!�.Ie Ip //'\1 _t• ISLAND TO BE REMOVED. '$' �a� �� /�wEr^" y ' PLACE- a' �,6'`� EwA Sa+ E%I TING SIGN TO e':I�=_; I=<,, '° -. E BE ELO A SP ,Fs is G. R . ,A SEE SHT D 1 �•° O. `" c°P \:V r .. N.'y� _-_____-z_-- _____ { '-'-__'--_= --- •t_--------�'e a.c,--------- I\�`I ' }ram YI HH; S'', _ _ (�.FJ Y- _I-y2'4'PL E YLGN ____ li 6 6 9 6 -- _ 6c_HN__ LP18�4B ..ri. IN t ).5'Cw. �..195'CD.,". ;.:F -rb _ _-- __._��.,•. v,. .S J' \" N8g•40'S()w ®ENH 277.60 ,ONE WAYSItli s1•L_ ! Cp0 A L��� .a.x`.....iL: ' 712bE ..);S.CW EitH�ew�:�e •>,,•^�,w�v�.,:. -STOP-SCR J� .to It Z _ �. w.o.�� '. 44 W ce TYPE r/ ;��.� 'siOP• meangume -liR re.J1 z •25 NPW S. f3IWATER VN.YE LANE_STHI" /C PAy>!YENi1111 A/C PAVEMENT El t„ TE-3149 =1 rOR nEu PERSUaNT EASENENr •iiiiiiiii ■ • _ . - -' TOP Of PIPE "�• YIXa EL 27.29 7,14O AQLEENExr, REC.H o4 2....11100149J c l`• •3 ( „.� v, m ,�.�' 1 .p ��'�M1,B J'J,�'.. PIE.29Tfi(6•SF'1 v>E CENTER BENCHMARK: 50'x15'x1'TEMPORARY HTOrrYDRANT CENTER BOLT OF.1., CONSTRUCTION ENTRANCE EXISTING POLE Tele. Hille WLEU YT PER RENTON STD.DETAIL TO BE RELOCATED. Vault i g RYA°a'"Jim BR23. SEE SHEET CO. SEE SHT.C3. CONSTRUCTION SEQUENCE ' i- I. CONTACT TIE CITY OF RENTON TO SCHEDULE AND ATTEND A PRECONSTRUCTON MEETING. 8 4 2. INSTALL CB PROTECTION AS INDICATED ON THE EROSION CONTROL PLAN. ^ a 3. ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE. THESE MEASURES SHALL BE o REPAIRED 10 THEIR ORIGINAL DESIGN CONDITION. 4. INSTALL TEMPORARY CONSTRUCTION ENTRANCE. 5. PRIOR TO ANY CONSTRUCTOR THE CONTRACTOR SHALL RENEW THE RECOMMENDATIONS OF THE SITE GEOTECHMCAL ENGINEERING REPORT PREPARED BY EARTH CONSULTANTS INC.,DATED JULY 2,1998. I FCFND: 6. REMOVE COSTNC UTILITIES AND INSTALL NEW UTILITIES AND STORM DRAINAGE STRUCTURES EMSTNG CONTOUR -30- AS DETAILED ON THE PLANS TRENCH EXCAVATIONS SHALL BE OBSERVED IN THE FlELD BY AN ON-STE SOILS ENGINEER. IT MAY BE NECESSARY TO INSTALL GEOTEXTRE FABRIC IN THE DIMING SPOT GRADE TRENCH PRIOR TO PLACEMENT OF GRANULAR BEDDING FOR PIPES AND CATCH BASINS .5 LIMITS OF WORK --- A BeG. S NfT T. CONSTRUCT NEW BUILDING(S). DURING TIE CONSTRUCTION PERIOD,ANY AND ALL POLLUTANTS p� 5 YpOR,F4 OTHER THAN SEDIMENT WHICH ARE USED ON-SITE SHALL BE HANDLED MID DISPOSED OF IN A CB PROTECTION 0 a �C pOI /16�. A MANNER YAUCH DOES NOT CAUSE CONTAMINATION OF STCRMWATER. 1• � . ) SEAL iB. FINAL GRADE AND PAVE SITE. 1�/' Y, �;)� h GRAPHIC SCALE CHECKED FOR COMPLIANCE 4 9. LANDSCAPE OR HITROSEED ALL EXPOSED AREAS. _ B )q� `� I q 10. CLEAN STORM DRAINAGE SYSTEM(DO NOT FLUSH)AFTER VEGETATION HAS BEEN ESTABLISHED. ®FDA N7 9629a•04 TO CITY STANDARDS FA 11. REMOVE ALL EROSION CONTROL MEASURES WHEN ENTIRE SITE IS STABIUZED. ALL TEMPORARY EROSION .,/�, Dot. a CONTROL MEASURES SHALL BEREMOVED 30 DAYS AFTER FINAL SITE STABIUZATON OR AFTER THEY - /�/` BUSH. ROED & HRCHINGS, INC. Dot. ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON-SITE DISTURBED (M TORT), roman. 0AL EHGTNEEAS 0 LAND SURVEYORS Data AREAS RESULTING FROM SEDIMENT REMOVAL SHALL BE PERMANENTLY STABILIZED. I FED-20 It 11LCLF1 'ionno().SIT E(meI 3 • = 12. FINAL INSPECTOR. BRH °° o-J"�boiYa« • • • • 8 SE 1/4, SEC. 18, TWP. 23N, RGE. 5E., W.M. ••o III V Z J U , :l� R;: /'f .yet tl�._ pop• 0 0 w i• dD I / // / �Y+-P `R=^Sa 69 r- h L_ 7 0=194C^7• 2 / 7 M _ _ �'D 1/45; 4.... SAFWA Z EO. _ mss T7 / / X Ibq \ p 0 Q __— ' ,MATCH E I.`1 / ) / .3] -� -':�_" __ _i• _ ate_Lj ____--� \ /I ,1� tir , k- s»°= ,M.. ° ' 1—STbRY tx 0 — 'T'�'' - 1'. . gip-,,, v.,4AT. IYE s 8 r-s1-^ 3t. ,. BLDO.F /! • l� x Jt I. o Q s •a ' i///�C n i �'n� II ` �U �X1.851 i,1J' i E%. �_ (n v �i U L gRILBIt'tETAL �� �p-'- ' ,'• O� �� 3 'P I r_ - /t.•- `r1 I r J /i'1 •. ' 1-f�31.IJ3 M q�. —/ 31.5 1 1. 4• =i &SEAL TYPNEAT T ;NA CH E` dos ` ,P 30.]5 ( )� I ' 8 f�I�, qA 1■ �°� .. '��F.F.EL. 32.30 O P.z L � f. 1ia , , LSD 1. .ryi • p __—I— /-� :Ss • INEX. •€ y=E ��. / e I 31].. .1111A . .!!!FPNVI W • NEATSA T 0.]0/ f1''e / -STORY W OD . Jul I 31951 �, y \ ���� &SE L( J i, 1! l_lam, G 71 °' `� `0/- ry T ND `� ]o .a] r- , ///- o.� P�` �� FEE= 2.2 / ©/. 1.b II ;\1l'ii'/ 'Et ■ lT Sao., I 'r - ``) ' - l .�31.65 �_ I `x �9h - NEW D 1.00 bg V T`\\`v� ' ]t ISLAND • • i� a \/I G S" N t... t I 1.. �e 131.a5 31 1s '`A CUTTER""" '(55 •E °' if.. V `� 9' ' r t t (`�'�'Ix'y '1 I IC=1�4. /'1_!) - DET ] ,. +li s© �` �{�� I]••-_. � 11 -y 1" MATCH E%.�.?• t' 8 G� V e�•, 1 *X" I 1 I ��ii i—�:i �13. .95I I I i 44 M.ATP;E _ JSRLIL S• Z - :AIC Ex. e L__J___l___I__-L_ --- I ___ I - ET,8 .��r i,�•P i E, '.•: ;;.I9'c n,I TRP:. T•,A'cn - NAR'40'SO...� w �77.60' ---- :`P ;•a,8 A pO° � a as TRZ • "£S _Yi.,_ .... 'db�t'}"i!� s'' .[ �e ;Exx 3,.. ^i III r l08 — ,L„-s?4"'_icsno_ .. 'r_'3 •:i,' ::::•• • "": N4,IN • •-- 4455 p, • 'MA CH EX..I. 1 •==° -.::\:...'.1.:,"-I ' I'`, :` ,, .....t... .d..l,`' t....>. , •WOEN CONC.SIDEWALK I /. •A —_— -NR)---1h ... :Y FI PER dtt Oirxan ' ' a �:•:'�'•kl)TUx elu .W,.v .p ',•'',,•]-yx1 �wv 9 - - I - • _ •r°rr 5xE,,,..`._._ _ _ _ wa oaDa mxv € I s ! IC lCx 9N _ti S. 3 R D '�S R E'T TOP of PPE �I^) EL.2].]9 c j .� �� 'ap m' ��a,...... ' s vo d_'I "i eat-• .n''::' 'Ea CO B1 1 33.2'CD g TOP CENTER BOLT OF MC Tele. HYDRANT vault g EttvADoN-33.60 • CONTRACTOR NOTES: • p EXISTING CURB TO BE REMOVED. J FOEND: Q EXISTING SD LINE TO RE REMOVED. ASPHALT PAVEMENT r1 • Q EXISTING CB TO BE REMOVED. —� CONCRETE • Qa EXISTING SD TO BE CUT AT PROPOSED CB LOCATION&REMOVED.CONTRACTOR EXISTING CONTOUR --30— r tHI]La.,= TO VERIFY HORIZONTAL h VERTICAL o LOCATION OF TKS UNE AND ALL EXIST. PPORIJ 1+UTIUTES PRIOR TO CONSTRUCTION. PRd'OSED CONTOUR �JO— ] �,Q ,a Y.0 Q5 E%ISIINC 9GN TO BE RELOCATED AS EXISTING SPOT GRADE \�a" • . ''I i SEAL Pt SHOWN. PROPOSED SPOT GRADE ',slog_ i 3 © EXISTING uGNT POLE TO BE RELOCATED RIDGE DNE ---R--- GRAPHIC SCALE ,40 '�'� I CHECKED FOR COMPLIANCE • A5 sHoaN. • . . - .DiG•1'J TO CITY STANDARDS ]Q E%ISTINC SENT POLE TO BE REMOVED. UNITS OF WORK �,. III -UM MI _ - 96298.04NGS. INC. Dote �� r` BUSH. ROED S HITCHINGS, IN Dal._ Q RELOCATE COSTING ELECTRICAL BOX k ASEAL SAW (w itnT) �� awl-ENGINEERS&LAND sum-roR5 Date TO PLANTER AREA. 1 Ind.m ti UST [ ax.T-a1u = BRIT �' a"" L-� '.4 I I I II — • • • • s SE 1/4, SEC. 18, TWP. 23N, RGE. 5E,. W.M. S N88'19'28.W /o i - # m cD / I w- fi1 BJ• / /i % / - - 1e P 1, 1 222.31' rz.2Bsl - 5eai92b�'E' '• ,+ 'I / j j B a I -a9.9> ;a o •'� IE_2fi.J6(13"E) a�l // /2 / / / IE-Zr*It"W) I "• IE-N51 B'14 .9"C-SA Il/ /rd0, f / I = IF-26.9 (12"5 Z 50 NH w/RISER / / / 1 / R=254.69' R I Q lE-2924 / / II. a0� IE-25.04(12"w) / / -24.5: / B/z Tr 1 / L=87.45' Q :Eoa a'�z-(LI'12iv 5E)DIRr _a^%--- _I/ '24.0/ / 1E30.65/ 0=19'40'27" S I- R15ER EL.2).24_-_ T / /10• 5r45/ IE26.55 .J V)N --_ /ii h�17 / / CONNECT IO EX SD __ O� S A F WA\ // / \ PNE.VE FY INVERT f-l1 j' '^5000 I - ' b-- II n YI ! 111 .5 so 11 a 'la- T-ST N•EtAI N' '�'�'Nn� .`IE .2J(e4.D) J cep.TYl 1-� _, wv ,4 - I: cK>-(/) BRTCK�G ti rE-20.96 N.. ,I cB -•-'i,,:.:1E-2":'I�4-` 6 cK BLD �, IE. 5 21se) '..it E. r'' Q Q(� / ' / M:I '- 9.06 'C NEC) -\/ 171F- . JO'.` '� , . H , . IE26.'02'-O 2x YIN. • -k 0 YE -F.F.EL-32.30 Q Ufa lrx ' o:// NJ�1'u\ �i �4N11 .� �t!a��(.xt i. (n ---�I IE 28.01 IE.27xA2 i .I EC 7b n1-1[ 1 I e '/ ��r�'IiS . I 56.64'c1ritt. C 1E-3.46 +�? - INVERT 0 ANY. 1 °•SD O 1.{S •r'. I IE-2JI OD III . .� c �`. _•r y8 0 Al`o ' y� CON - ON. \\ 'Laid II. I I III ` ca a / ✓/tl J[,, O .■ TEe 2997 LJ' Id, 0.E . -STORY W,OD n•! Sp eE D ,tom MI IF.F.. 9 II\'7. 11;°� // ES"REBSD ST ND / \ `^��O� S• FFE=nt I _ ,1 _ 6 7t' tr 1 I SD o'; -0 ls-4%Ri V. �'� F^ SOCO TE JT,: 1 21E YI ` I y B SD O S1C TE-3T.ff&L1t214j B E.)C4 .c •V �\V �` j` I IE.26I /5. •`I `` /61 I!,�L�_,_I_�,�) TE-Ji."'000000G CBN.TY I "A1 •B XG 71 rL' vL; �' 9 . 70:2: 8 S000.5X 9 f - -... _ FN" ,r. - - �� '-• - ......:.NH t 0 1, I IagDo j R PL END .� wv _ u.N - -- - -- - N68'40'50"W ®ENN m pl 8 a 88'4030"W277 6 011 • rry12-.'{p) CN'V TE-Jt 02 I , QIdI Il-29.41 ly; ,-"(")� "`- 1n1 CB TwE1I�II - - _ _ IE-29)4 u tl, ,;wl-I,It4,./ _,I)° S. 3R-D-S- R-E•T - - ',COu°,) 0 ] EL.2729 _ EB 1 1 i r' 1 r IC-2976 I4 r O 00 sTE BENOMAmc TOP CENTER BOLT CF ME 7¢le • Hill HYDRANTVOull ]].BB PROPOSED • PROPOSE/ °6t u ORAOE 32 GRADE 32 . I 30 so n I 1. GRAPHIC SCALE • 28 °• 1 M •M I_I "III I °. I (rte,ssr) 49 J 1 M -SO6 z p ` X - - - _ t MI7�. iff 24 _ 8 34 .J4, SEAL Os s a „s24 s $£ ^£e„ s �g a: -'' - „P go a5 of a�£s, �.o' tinlold' CHECKED FOR COMPLIANCE ei e a o. 04' - ;r6 $„n 1 r,aRr �f'� 96298.04 TO CITY STANDARDS F 22 t8kl 318 ku )o I/ r"i8 / )S5 k.. nk �81•kr_ 2x_ LS IM gl GL 0.1 Dote BUSH,ENGGNNES&LAND SURVEYCE8S C Date STORM PROFILE (CB#1 TO CB#5) STORM PROFILE (CB#3 TO EX. CB) - i SCALE:I 2D'(N).1•-2'(V) SCALE:I•-2D'(N).1--2'(y BRH 22 NmLE,iJ,i°""°'"' o-J."d,`�'0°olN').R'-c"ca", • • a SE 1/4, SEC. 18, TWP. 23N, RGE. 5E., W.M. 1 1 B I € . Z 0 Q �_�__�__�___ _ = b 6183• " I; /7 // r / Il " Y� 14 h _. JNN 222.31' `seels2�E^ o �CL I— �>:y'1 / AIII' 11a i ii 's _Jo 1 0'W W I / I/ 1 �/ l R=254.69' �,• LLID I— • ('-2 Dwi I �// / 2a'S: / / �L=87.45' r= '� • I w M — T——— -// 0/Jo419a5 j =19'40'27" _z r8 A. WA Q)0 ---- /// I( ' ,/f'�ia --0 / R 9�'41 ---•2 — _ — _ �� 1—SThRY 7i W /s ./// "Ay/'/ 36' 2• / ��. 31, � S+t BLDG.F • • BRICK/METAL ' IIILLL y-'-/'/ ,` rt-.T1.OY((Ct0. a•. r- r '=V- itt„,. . DO w IE a!9(6• ,A��� i',�•iiih .;i4 CB/10,re II r / • BL ,cI- / E 4'5CBry IE20.73 ■ r- •IEJ ''00111!!' ' IntlO l`F�i�` 1lo ,I _ .:.� '' / ' •��F.F.EL=32.30 O'Z' 'i1.E _ r / ^I�/� IE1181.0 , /. II� �t-.� ,A/ a Fsy —_�` 1 '1113 3s.6e'c1q/LTRI 1�yi� 1�U7 lnnn►Ir e f, "n 1i'J � '>-.z nW _-- 1ff/ - 'OIL/WATER SEPARAT,. 6>Bs pi.O ,1M Z, 11 �i )/'// H _— / f UTILITY VAULT PART.• I �'1.�117►`�y .. I 1- ® l�� E.)i i C ' fr RIY S31.J4(IN)' I ,••��I �j1•� fiII �1 �,�• •i - 10, IX; 1 �• ; / RIu.31.12(OUT) ✓SSY:O�1 I/ I '4( i�r0/ !�qey2E jE�28.78(IN) 'i`iJ1 /r� �.�- �I �I!I!�I ` ���• rIOI_ IEEDETAILT) C]a•') l a i . EA N(sY��S� ■ f 5 _/'11 ,; /'O // /ES•RESSO ST' D I/!r .s9�cTR/CTR ' .I I CBl6.lY l ;` �°8.. ^�y``\�\ S. FFEa 2.2 _ ..I / ; T , c_ 2.S I I II 1E..20.751 I ' A68- ° �l J G r/< V� uw I .Gep. I I o Er-3/s>DOMESTIC 1 61t. ri G` 1E�31.26 I .. WATER SERVICE 1$ V —— �h�ez"a -2.03 II 1� 8 ArlL_]�I' • J' (PER OTY OF RENTON STD. II a < / t It. TR L....mewI _ 1/=-'I DIL BRAT.SEE SHEET C6) .. ,�,Vp' ' -- PM-II2I�,�. 1 3/A•DOM.WATER METER !1'e l+fiE.---- 11 �� • P - 'I + I 1 _�t__ �k\. s ATER4S:Rv10EnG PL" li. o — - -® - ^Po8&4�$�"'w--�. y 3?'A ENT _ __ PL a •/�'.. r .41 w. FH _. __ __ ___�.._ �r Lay.. EHH N8'40'S0"W 8° 8PL L �9 a'ao• Iu�ty,^.�) .. ®EHrr 277.60' PE ,y I Any , u, wV r .n'a,.r::..l�i ;. )9.•'CD .......- ... ERH ®TN ff��e .r n ` R�OP-v- 1' _• bl _.w. I ,._:r:; �..n f�:.� t ��t �� o-,-1-) x 1..6'TAPPING TEE(YJ.O t' A •„ _ 1..6>C.V.(FLANS) .t w �/; S 10 LF-6-O.I.P. S 9 wv - - - - - 1.-FIRE HYDRANT ASSEMBLY •2-`) 91 m' LANE STRIA (PER CITY OF RENTON S . a-(.) 9p 8 WATER VALVE N CST ---- DTL BR2a.SEE SHEET G6)-- @ 1 d i ;Ov OF PPE =i.- ' J. 3 R D f E 1.-CONC. - — — i EL O].39 m aaa-:..aa�..-.v -..v 4 Qq1 •• �'.r"T53•GD,v •aa„ aw a�t�a.- D m coal1 33.2'CD I cNt.SITE BENCHMARK: TOP CENTER BCLT OF FIRE •, Tele. • HYDRANT Vault ' pa ELEVARDN-3J.88 - • . is,�"GEC gPPp4'ti ;�‘4i, S SEAL GRAPHIC SCALE 74'� �E911,u�' CHECKED FOR COMPLIANCE e Ivmla 96298.04 TO CITY STANDARDS m i m .'"...m. ...... . BUSH, ROED & HRCHINGS, INC. Date : (w Fm) CM..ENGINEERS le LAND SURVEYORS Date • 1 YWr-20 IL . 3 GSTGgT (m L:A3-1mm • • s SE 1/4, SEC. 18, TWP. 23N, RGE. 5E., W.M. C.1 051II.i�r'amw_ s WAIL if°Ja.,141"to.�t fix_ Ir ro ar o.o M a OAS a Dom-. .62 0 W.a'Pe''m CrI M6ITY Cf d.,u.u,.m.m wi. wn uL na. Yc i�rl�cv u. Rn i Z �'H':`, ,z.T,.'orowD":1'71755.1r•S S rro..m 21 • o Vie. .aa.m I v,3,...Nn•w•ro 1 D1> a9 a;:at).""D �I as Q ..a RIIAN.,mpao.m DE 0�.REDA.: ssoyrt,a.•T etk W EXISTING GROUND gg NV.CONGO.TO FAO RO.OwT Aa.OIa[ rAlmrt YMAV,IR • F—I— g...III maGw.DaaD ESE . _ W J U moan WmoW ,ll I lI ,.. i. .,•74 ...a..r. .. mar, >¢ a win PAR.a n SWINE(R)OF FL. CO�•= Ay-fa Crs,ml WE r f4� COSTING G1U1N0 • I. Ur.r la B•our rydl.ar wdl.0 rock for vlackh9 a.shown FABRIC YATTAIAL MOVE CRATE• (� lv r wa vuK(rt%NO AIM o-w0.AIs.p14Af lar uw. umrlal Nu•mn I.nel asaplaaa. SEOABD WIN GRA.DAN OR AS (n M JJ1��� r 51132.LUCREn� amrociu WENT r m'uNOd m nr m0]/.• (BAY BE REDUCED TO S'DIN x lll.100'mYrknum len9u Y,a9 e.I.�,yuma0 oe nace.eaT to tiWln OF FA a UPON FIRST 4OlS J 0 Q IoaAW FEN SITES WIN LESS 1MAN 1 mal=Ir nol 4acYeE Nlo N. uttI rgnl-ot-.ar. LwowIVO.. IA Ol InRAD.Drama(r ro ACRE D/Di AE OF°POSED SOIL.) R-25T.N I— W WIw>RAMS PRE Nw1RANT ASSPARI Y • 0>-(.1) � 5-Q(I) ` �\ D sTars rlw .uls Is• a g` •!%IMIV1ggieV wW ION MOM `' Ai_-I-VIi& ..,' souro'�MIEN AV SILT CONTROL AT C.O.'S - •_.. - .• "V� ROAD NO SCALE D.I. GL PRU HYDRANT ASSEMBLY DETAIL TEMPORARY CONSTRUCTION ENTRANCE 80 1WDRAHTI°CARG,E MIT m."I a0. ADOPJED ELM ,• � •.•-..,.n OT i1 S N,B ? S Z E n1 il -.R .: °r w P2 rv.r 1la IW.1,mr oN ID I R W awRli. Fus DWG.NWS BRIM SP PAGE B109 ONG.NAYS BRED SP PACE:BOBS • H `.Z ' (..)�i a in TY CONCRETE NETEN I '-d IDUYMi014D WOIi Of MAY I m..®s'or • - BO%WIN]/16•STEEL DIAMOND PLATE E'j 11V// dSTAll YEIFR BO%AT sr - ��5'Z�ry ••I • ' COVER CO.EOM-1 I FOG 111E YEIFR • PROPERTY LINE •7 G� �CTC _L: /� �~. 'E SEAL O 8-10 YEIER BO% 6 r!.',9 y-•r` ` 51n14'wr r r 11 lJlr. 1 ;` - �qy B•YIN Qpp, wrr•�1 M• I IYW - mE MIMI GRADE 9•YA% [I 90EWAU( I Lr.•.� - - . III `. . 4 11 - ••`•st7a•....r. _.r......., emxnxuea' 22-1/9• 4..--.a _,. ,. --- '."?n!�.......', EIS YN —•• • I a CX'�r..r... - •-{•u• ':•r. �� I I WATER YE1EA TO BE 12'NH s ' kW I SUPPLIED BY INE aTY �� _ • - r..,wm I ll i� AM M+li `.d ]B ION COVER'''� I Al.!f. TIRE x wPr �'76.r•i}`•�'•�'R1u.a - -.u. rl Y ' �1^q LICHT R._ Y ASPHALT PAVING DaW ip Z I�.•:.iG\E-1� __ TUBING . • a-G•-•.".”a rg,rma•' - CONPACTED COMMPREPA r r�••v••� IUD.. B1 GRIM C�MIAN15pt.PROWCT F-TS]J.OA,EO AI,x WAIEPYAIN CE WRIER YDN TO PPONOE 9 n-15,14-NG (FORT NETEH) _ 4 OIN INLET AND OUTLET WIN PAC(AUNT WIN GPIPPER. YEUUNE TO YET sERxa: PADLOCK ON KEY VALVE SINGLE CHECK WAVEi/. m— PAVEMENT SECTION 4 OOOfa_lC�(F�I a� w�. E;11] COVPORARC!STOP.FOTO TAPERED ALL PACK-JOINT nnwas SNAIL BE WIN GRIPPER. Boa ru )'. Yr�rW y�r N.T.S. °,y - THREAD(Co.PACK JCNT(]/r PODO) a C, T•, 17.3�n,=' N1 1 ry (I PIM> IN SERVICE MINE TO NOUSE IS TO RE c A..e'. y,r^y' •,N ..� ( (<,: 90 BE110 `E STALLED d THE FUTURE INSTALL C �. 11-1/4. - FORD C1.-]]OR N ......�.rr. .....•.. • u' W 1_O.�aa-..II • l /I�'r'"—SIT-1/S INC••COYNRESLW COUPLING .r.r.rr w IG-a•BEM L• FIGURE I .� 1IIr ]/.•OR 1•GALVANICEO PLUG .... ..... - �� W-"•-Aalra ICE....HrYa AI.•w., POD SERVICE FROM nOSRNG Slm .rr-r.p ��...�p.I..0 �"'1' `LCdtfr^u••L:.7 • EXISTING CAST Ea ASBESTOS NOIRE SWAP SERVICE CLASP _ _• w. .rr.r W EQUAL TO UUOJFA CO. B/A••I'HATER SERVICE •_—+ �..:.::� ri7Co.r.r.. , morn BLOCKING SHDIC PROCEDURE ADOPTIMI a A• ,_��r- Yla_ • 1S`T1L'T.i7T ADOPTED ' Acox cw OMEN J ;CO sal 4Q`0 W.mlm c as I-- APOlLV IBY4PfR'0 a �--z-zrN IBY4PPR'D DWG.NAME BRAD SP PIGS B108 DWG.HUMS was BP PADS BOBS S C P.DEp ..NIPk., 6map e(p9O�jt^ �� �%;. SEAL d I' log . 4'� CHECKED FOR COMPLIANCE ITma em 96298.04 TO CITY STANDARDS Dot. BUSH, ROED & HITCHING% INC. Date — CIVIL ENGINEERS&LAND SURVEYORS DON = BRH °"'"'-`td o FA E A P • • • s SE 1/4, SEC. 18, TWP. 23N, RGE. 5E., W.M. • �gg A . 1 @ 1! gB x•-o• • IIIII NGWGIAR -S PHA /B-J/A. ....SE CUSS 00p 0 ba L-P�PO PFATY UNE II:.i Z O GG * V2" FUME " e PE BUILDING SEWER T 4-J/4 CM W lx• Y.4^S1UD SERVICE YARIQR PANT UPPER F HIV FIBER.LINT TEE MiM 0^90E OUILEf I PORRW MLR:ANS SIENGL a 90E M04_LR• RACKING C MRDxO•SEMMA•Mix J•10Gf BIADK lL1 HH1 J U E BONDER ANO/6 O 00 M4APPm AROUND 1NE SND AND w?1 1 1^ D•90F SFMP INO BiMOND SFHTfl i EKiENDFD TO THE TOP DF THE BLIA. • rW UNLESS OTNFNMY APPROVED BY TIE CITY.RAKE TAP',CROUCH CAST I LL= •or 45(1/e)BEND • MEN SADOLE CONNECTING SEE0 NE0Y TO DER 11 io H STAT/NO ESS 51EEL BUNS • N)CC 71:111 I� PIPE YAITUTAL AS SPECOIID MA CC MINIFIED GAY.PLAN AND RE060RCED CCNCREIE D1 PIPE AND CI ID BY l)rt ENGNCER DO.RN ALL T IRON YAKIn¢ 1-1/4" 5 e• OR GST UMO RPE POK SEMR YAMS ARE TO BE CORE DIt41IDJ� / OR DUCTILE UON ME. ¢ 0 ii-1 / CONCRETE y �.,LgM�iO Q(n �� 1 es YN SLOPE LL.I IIIILA �� e^SLOE WiIET 1EE HORIZONTAL Q - PWG 10 BE SEALED B•ION. SEMA YAM (n F YAISAYE YANNDI AS SEIAFP WAN TF- SEMA JdNTi LWCBFTP PI M(NG War ap!aw0 Aun COVEn /mot DE T1s AT MAIN OVER x5 T191,1 soy SMFR RFVAROH STANDARD DMZ SEWER OL4IAILibN S IM ELLYAREDI IN PROVED AREAS POUR I'-0•TIICe a RIM OR 5 0108 GLN-OUT (SMER NADI TO PROPLRTY WI!) 1.1 R7-0.5011ARE CONCRETE CABS J000.PAD AROUND. AD MD NOTE ♦. Pomp • 8J ING AND COM/. Di ASPN.LLi ROAORWYSU RESRWE AROUND LlEWG1T Mc as ME CR Jne2•TOWER THAN THE IOW's! ELEVARON HAVE IS LOWER. AT PROPERTY A• w jS ED BY STANDARD DETAIL DRAWND B.O., nI 1I a0 „� I I Q,O ,u„ O F0„ 3 S '%1 4 I W� RM000 61.;4.i DNO.IDLE:Bxlea SP PAGE:Bo75 v, W� PLNSp,I !NIA tl 005.NUM BRJD SP PACE:BO)B Ez Q6 . F,Ja b€ eB'� a-O .0. A µ90N �� G 71 —� —_I Tr I x4 •I' x.• I ,r I �! �j tangy 11FM1 NI_IA , >7`4'....:::, E.o.m... )E 2 ) 'los■ • p•iu1 e-�_^ 4� 7� sd (5Ei ssomAiRD pun) SFYTT)ON A-A•" ONLO. Vx-xa INa uAUD.a l f E1 PIPE A FZ1 17/0 T.Bxa:wrt emu rurt wmECTlax mans 'F `- 7 93 PLAN-BASE PLAN-COVER , 1� Dne s<oR1 ry ALTERNATE 2 „,/ �a CONCRETE NNr GUTTER of ..x2rzR� a IxAYDxa -( v'Lirt:i�E<nw wags Dan.xm e'i r N.T.S. y v Mir r,1 I r� r emla.�.za.a w„o DETAIL A _ r l rr.mo pm • v wen sm....NAO.FAT ID DON.IC CANON M.P.IP C/M ACT FN.ftizz Y 05xMOTE5 gg A �jNM 11.211 DWI lag,2032202 MO Mal la 1-1,61,212 m,Tm arlT aa. CtYQR CNIRIL APPROACH 8 '. -IP_— �eAEnE""R /J a', _ 1aell n Ip y,mL uT u.Mp® FOR ORIILLATS MI alt.t. I rc •AR • HET W mu�bmTw.N ao ►. ADOPtm'^' NSfALL 0508 RDR 06R1slAJ o REt as OII Oa. I.T2T). . WI 04` r.` aaffea....Rai 1• t1t•pp,ww 'm 11 C 11 o OISDECOONt f a .ua,low f ri... 7„7„„' IMW+WV ....MIN ,,.M SP PCD/005 Mr aDeRS> L !� tI. Er a• le ,e ICAL ATED e-� •{ PLARi B Wm SECTION A-A SECTION B-B OA.DPO 4 t Hirw DETAIL — OIL/WATER SEPARATOR !.•'° taLp�OR'A^T. • CAA1' fi , � SEAL A •UDl11Y VAULT-PART NO.6605A 450 GALLON CAPACITY {, qv,. I! Top !'' IoyAE e0'A"9O �ALTIYDA' CHECKED FOR COMPLIANCE I ....DAY I 96298.04 TO CITY STANDARDS Dole BUSH, HOED & HITCHING'S, INC. Dal. V� cm.ENGINEERS&LAND SURVEYORS Oats_ = BRN ,e1 0 5005 E_ PD1 • • • 8 SE 1/4, SEC. 18, TWP. 23N, RGE. 5E., W.M. tl 2 A8 • g 1 !M f i p oprii ONFRAI FNOINFFRING WATTS 7. PRE HYDRANTS SHALL BE COREY TYPE(OPfT@1C WM THE PRES- 1 A PRECWISTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE 5. DATUM SHALL BE USGS AMISS OTHERWISE APPROVED BY CITY OF 5. THE ESC FACILITIES SHOWN CAA THIS PLAN ARE THE 1100M11 RE- SURE)CWF0R11WC TO AWWA C-504-60 WM A 6 W0H INLET AND A REWIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SMALL BE THE RENTON DEPARTMENT OF PUBLIC WORKS. REFERENCE BENCHMARK AND WIROIENTS FOR ANTICIPATED STE CONDITIONS DURING ME I. EXISTING UTIUTES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN Y.V.O.OF 5 INCHES TWO,2-I/2 INCH HOSE NOZZLES TAM NATIONAL CCNTNACTOR S RESPW96RITY TO SECURE ALL NECESSARY PERMITS PRIER ELEVATION ARE NOTED.ME PLANS. • CONSTRUCTION PEPoDD,THESE ESC PARITIES SHALL BE UPGRADED ARE BASED UPON ME BEST AVAILABLE PUBIC RECORDS AND\OR PRIVATE STANDARD 7 INM,60 DEGREES V.THREADS.0.0.THREAD 4.675 AND TO STARTING CONSTRUCT..(INSPECTION MU.BE ACCCYPUSHED BY A (EC.AD00G11AL SUMPS.RELOCATION Of DITCHES AND SIT RECORDS AS SUPPLIED BY ME PROJECT OWNER AD\OR DATA OBTAINED ROOT DIAMETER 4-8281 1-1/1'PENTAGON OPERATNG NUT OPENED BY REPRESENTATIVE O THE CITY OF RENTON).IT.ALL BE THE 8. ALL SEDNENTATON/EROSON FACTURES MUST BE IN OPERATION .FENCES,ETC)AS NEEDED FOR UNEXPECTED STORM EVENTS(BCC Z VERBALLY FROM OWNERS OR VOCALS ASSOCIATED MTH ME PARTICULAR TURNEG COUNTER 0.00ILWIM(LEFT). CONTRACTOR'S RESPON96NTY TO NOTIFY THE UTUTY DEPARTMENT AND POOR TO CLEARING AND BUILDING CONSTRUCTOR.AND THEY MUST BE D.04.000 B2). 0 UTUTY. NETHER ME OWNER NOR ME ENGINEER GUARANTEE ME CONSTRUCTOR.M ' SOILS ENGINEER 24 HOURS W ADVANCE OF BACKFBIBLO ALL SATSATISFACTORILY ACT FOR RATAINED UNTIL TE EROSION HAS PASSED.ON IS COMPLETED AND THEP 8. THE ESC iADUTES SHALL BE INSPECTED DAIRY BY THE APRIG- ACWRACY OR COMPLETENESS°MI5 INFORMATION AND ASSUME NO g ALL WATER VAIN 10 COMES AND SMALLER TO MARTIAN A YINWUYANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO INSURE THEIR REGRW98Utt F.IMPROPER LOCATIONS OR FAILURE TO SHOW UTILITY00000VER OF 35 INCHES°CLOW TRW ORACLE ALL WATER MAIN 12 INCHES B. IT SHALL BE ME REGR.98Utt O ME CONTRACTGR TO OBTAIN CONTINUED NNCTONINC((CO 9.W.090 B2). Q LOCATIONS.THE CWSIRUC MAY PUNS OTHER EDERRING T EACIIRSSE AND LARGER SHALL 0E AT A MINIMUM O AR HARES BELOW FINISH GRADE. STREET USE AND ANY OTHER RELATED PERMITS PIT.TO ANY CON- 7. ALL RETENTON/DETENTW(ACETATES MST BE INSTALLED AND W NOT SHOWN.THE DRAMNCS BE ENCOUNTEREDT WRING THE COURSEOPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION 7. ANY AREA STRIPPED OF VEGETATION,INCLUDING ROADWAY.BANK- CLEAR. Of ME WORK. ALL INVERT ELEVATIONS SHORN ON ME DRAWINGS SHALL BE WHERE Ulltltt CONVICTS OCCUR WATER YAWS ARE TO BE LOWERED TO STRUCTON. I- VERINE°BY THE CONTRACTOR PRIOR TO CONSTRUCTION. BAR' ACRNTY UNLESS°ETERNISE APPROVED BY ME DEPARTMENT O PUBUC VENTS,WHERE NO FURTHER WONT(IS ANTICIPATED FOR A PERIOD OF 7. PLANS APPROVED BY ME NBUC WORKS DEPARTMENT SHALL TAKE WORKS,STORM WATER UIUTY. 15 DAYS,MALL BE IMMEDIATELY STABILIZED MTH THE APPROVED -I U 2. If CHANGED CONDITIONS ARE ENCOUNTERED.THE CONTRACTOR SHALL 9. All WATER URNS 9%(6)COMES H DIAMETER AND LARGER.ALL PRECEDENCE OVER ALL OTHER PLANS. ESC METHODS(EG SEEDING,MIRING NETTING EROSION BUN- CO La ILI NOTIFY THE ENGINEER PROMPTLY OF(I)PRED°STING SUBSURFACE BE CLEANED WITH PIPE CLEANING'PIGS'POCK TO DISNIEUROL THE B. GRASS SEED MAY BE APPLIED BY HYDNOSCEDWG. THE GRASS SEED KETS ETC.)(KERS 7.09D). POLY PIGS'SHALL BE GRARD INDUSTRIES AQUA SWAB-AS OR APPROVED g A COPY Of THESE APPROVED PLANS MUST BE CM ME JOB STE RIXTURE,OTHER THAN OTT O RENT.APPROVED STANDARD MIXES SHALL W I"' CONDITIONS DIFFERING FROM THOSE INDICATED W THE FILMS.OR(2) EQUAL,2 WERE FT OF"FOAM WTI 90A WR TALL B URETHANE RUBBER =LL- PREEASTINC UNKNOWN SUBMOROACE CONDITIONS,O AN UNUSUAL NATURE COATING I CU REAR Of'PIGS'ONLY. PIGS'SNAIL BE CYLINDER WA BCE CONSTRUCTION IS IN PROGRESS. BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY ME B. ANY AREA NEEDING ESC MEASURE NOT REQUIRING IMMEDIATE (n = DIFFERING MATERIALLY FROM MOSE ORDINARLLY ENCOUNTERED AND SHARED WM[NLl[T NOSE OR SNARE END. ME CWTRACTGR WILLDEPARTMENT OF W WC MORES,STORM WATER=UR, ATTENTION,.ALL BE ADDRESSED WITDN FIFTEEN(15)DAYS. U PROVIDGENERALLY RECOGNIZED AS INHERENT IN TORK OF THE CHARACTER PERFORM ME REARING OPERATION. B. THE CONTRACTOR SHALL PROVIDE THE OTT OF RENTON WM AN M PROVIDED E Al ME CONTRACT.I0TH CONTRACTOR TAP NS ME OWNER AS-BUILT DRAWING O'ME SANITARY SEWER SYSTEM WOE HAS BEEN 9. ALL PIPE BEDDING SHALL BE PLACED d ACCORDANCE ROTH ME B. THE ESC FACILITIES ON INACTIVE STIES 9/ALL BE INSPECTED AND • N EL) SHALL MAKE NO CLAIMS TO THE ENGINEER FOR RECOYPWWT.FOR EXTRASTAMPED AND 9.ED BY A LICENSED PROES9..ENGINEER DWEN0ON5 ARO MATERIAL TYPES ES0 AS THE CLASS C DESIGN FOR MAINTAINED A MINIM OF ONCE A NORM OR WT.THE 48 HOURS LLI In Q WORK RESULTING matt CHANGED CONDITIONS UNLESS THE(PIONEER HAS BA ALL WATER PAINS AND SERVICES SHALL BE PRESSURE NESTED TO A BEDDING FOR RIGID PIPE IN TRENCHES W MOOT STANDARD PLAN B-18O. EC/LOWING A STORM EVENT. I-r- APPROVED ME WORK W WRITING(MOOT SEC 1-04.]) MINIMUM O 2SI PS GR 150 PSI OVER OFTOE O PRESSURE W BEDDING MATERIAL SHALL BE BEDDING MATERIAL FOR RIGID PIPE PER ACCORDANCE WM TIE SPECIFICATIONS O TE Ott OF RENTON AND ME 10.GACKFTL SHALL BE PLACED EQUALLY.BOAR SIDES OF THE PRE WSDOT/APWA STANDARD SPECIFICATIONS BAROILL SHALL CONSIST O 10.'AT NO TUE SHALL YORE MAN ONE FOOT OF SEDWENT BE PILO:, Q tll QUASI NGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL DI LAYERS ROTH A LOOSE AVERAGE DEPTH O 8 INCHES,1.1.1.1 DEPTH WOOED SUBORADE FILL AS DEWED E.MNHERE 8I THESE PLANS AND TO ACCUMULATE WTDN A CATCH BASH. ALL CATCH BASINS Al. 0 1 THE CONTRACTOR SHALL CALL ME MUTES UNDERGROUND LOCATION BE OWE IN ME PRESENCE O A REPRESENTATIVE O ME Ott OF O 8 INCHES.THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF SPEDOCATONS TORN 9101E INCLUDE NECESSARY LEVEDIO CF ME CONVEYANCE LINES SHALL BE CLEANED PRIER TO PAVING THE Z CENTER FOR UNTIL LOCATION O 011 UTILITIES AND SHALL NOT BEGIN RENTON. CALL UNITES AND FIRE DEPARTMENT 24 HOURS PRIOR TO r CENTER ALL KNOWN UNDERGROUND FA D SEAL. W THER BEGIN NOR O MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PRE TRENCH BOTTOM OR ME TOP O THE FOUNDATION MATERIAL AS WELL AS CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER Q U EXCAVTHE PROPOSED WORK HAVE BEEN LOCATED AND MARKED.IF THE UTIUTY IS TESTING. OIAMEICIt ON EACH SIDE O THE PIPE OR TO ME S.O ME TRENCH. PLACENSO AND COMPACTION CC REWIRED BEDDING MATERIAL TO UNWORN THE DONNSTREAY SYSTEIL 11 NOT A SUBSCRIBER Cf THE UNDERGROUND LOCATOR CENTER THEN THE DATERIALS TO CONPLE1E ME FILL OVER PIPE SHALL BE THE SAYE AS GRADE SO THAT THE ENTRE LENGTH OF ME PIPE WLL BE SUPPORTED ON B.ALL WATER VANS AND SERVICES SHALL BE DISINFECTED BY OWNS ES ALL UTILITY TRAM BACK LL S ALL BE APPROVED BY ME A UNIFORMLY DENY.YIELDWC BASE. IMPORTED.BGRADE F61 STALL 11. STABILIZED CONSTRUCTOR ENTRANCES AND WASH PADS SHALL BE LA CONTRACT.SNAIL GIVE INDIVIDUAL NOTICE 10 THAT MEHL(MOOT SEC. D ECTON Of A 50 PPM(YINYUY CONCENTRATION)MLORINE/WATER DESCRIBED. SELL ENGINEER. BE LWPACIED TO MINIMUM 95X FOR PAVEMENT AND STRUCTURAL FILL AND INSTALLED AT ME BEGINNING OF CONSTRUCT.AND MAINTAINED LL 1-0T.1]APRA SUPPLEMENT) SOLUTION. DRY CALCULI HYPOCHLGRITE SHALL NOT BE PLACED IN THE 90%OTHERWISE PER ASHY D-155]-]0.. FOR ME DURATON(W ME PROECT, AD0TOAL D MAINES MAT BE Q 4 PIPE AS LAID:CHLORITE SHALL BE LIVERED/INJECTED d ACOGRDNNCE 11. OPEN GUT ROAD GR059NG5 FOR UTIEtt MENTHES ON EXISTING REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE NONEERCONTRACTOR.ALL TARE TOR PRACTICES PRECAUTIONS AND EXERCISE WITH SECTIM]-11.302)E OR 1-11.302)F OF THE STANDARD Ott RIME-Cf-WAY SHALL BE BACKFILLED RIM 5/8 YWUS CRUSHED ROCX 10. STORM DRAW PIPE SHALL BE CONCRETE RUBBER CASLETED MTN ME WRATER O ME PRLO.ECT.(RCN 4W61,855). (n SOUND MGINERWG AND CONSTRUCTOR PRACTCCS W CONDUCE".THE SPECIFICATWS REFERENCED W 1 ABOVE AND YEM,WIC011Y COMPACTED. COTS INTO ME COSTING ASPHALT SHALL C14,CL2 OR ASTIR C-]B-D GR CORRUGATED POPE SYNTH W011 TRIER MRK.TSJC S F ON DAMAGE SILL PROTECT TION. I DOSING AND PRIVATE BE HEARNE CUT MTH A SAW IN A CONTINUOUS ENE. A TEMPORARY MIX PIPE WITH WATER TWIT CONNECTING BANDS 12. DURING THE THE PERI00 O NOVEMBER 1 THROUGH MAR.31,ALL UNITIES MON DAMAGE WRING CONSTRUCTION. If EXISTHC UTILITIES ARE 10. A PRECWS1RUCTON CONFERENCE IS REWIRED PRIOR TO ANY CON- PATEN MST BE PLACED WYEDIAIELY BE A B 0410 AND COMPACTION. PROJECT ELOFTDISTURBED AREAS GREATER MAN SDDO SNARE FEET THAT DAMAGED,ME CONTRACTGR SILL WYEDIAICLY NOTIFY ME OWNER AND STRUCTOL A YINWUY O](THREE)WORKING DAYS NOTE IS A PERMANENT NOT TAX PATEN SHALL BE PLACED WITHIN ID DAYS AND 11. STRUCTURES SILL NOT BE PERMTIEO TAT.10 P O ME ARE TO BE LEFT UNWORRIED FOR NONE MAR 12 ROARS.ALL BE THE WLXHFFR THE CONTRACTOR SHALL RESTORE THE UTWtt TO ITS REOORED FOR SMEDUUNG. PRIOR TO SCHEDULING ME PRECONSiRUCTIW .ALL ONE NCH THICKER MAN ME ORIGINAL ASPHALT OR THREE COMES SPRING ENE OF ANY STORY DRAINAGE PIPE OR 15 FEET FR.ME TCP COVERED BY ONE O THE FO LOWING COVER MEASURES UMW. CONTRA LWgTON.(WS SIB SECTION 1-MEAN AND SUPPLEMENT).OF ME WESTING A PERMIT INFORMATION SHEET MUST BE SUPPLE°TO THE J. CONTRACTGR IS FOR°MONS F.THE MEANS AND S. O UUTITY ENGINEER'S OFFICE. TWENTY-FOUR HOUR NOTICE RILL BE WHICHEVER 19 GREATER. O ANY MANTEL BANK. SEDDING OR PLASTIC COVERING. It CONSTRUCTION OE9ON5 SHOWN.THEY PLANS REQUIRED PRIOR TO STARTING NEW CORSI.... • ,W 11 DATUM SHALL BE CITY O RENTON,U.SG AND GS II. ALL CATCH BASIN GRADES SHALL BE DEPRESSED 0.10 FEET BELOW 13. ANY PERMANENT RETMTION/DETMTON FAWtt USED AS A FFw Z 1A•E 5. WHERE THE PLANS CALL FOR UTUELS TO BE RELOCATED BY OMEN£ IL IT SNAIL BE THE CONTRACTORS RE9'ON901UTY TO SECURE ALL PAVEMENT LEVEL. TEMPORARY SETTLING BASH SHOW.BE MOONED WM THE 0 E ME CONTRACTOR SHALL NOTIFY ME UTIUtt COMPANY AND COORDINATE TN NECESSARY PERMITSPRIOR TO STARING CONSTRUCTION. 13. ALL DISTURBED AREAS.ALL BE SEEDED AND YULMEO OR OMERWY NECESSARY M09.C.TRW YEASIRES BUD.All PROVIDE E. 3:S WGRN 50 AS TO AVOID CARETS STADIUZED TO ME SATSEACTON OF THE DEPARTMENT FOR ME 11 OPEN CUT ROAD GR059NC5 THROE.RISING PUBLIC MART-O-WAY ADEQUATE STORADE.PARTY. W THE PERMANENT FACILITY YI Y2. 015101.ATON OF CORPORATE STOPS WATER SERVICES,LINES AND PREVENTION O ON-STE EROSION AFTER THE COMPLETION OF CON- TALL NOT BE ALLOWED UNLESS SPEOFICALLY APPROVED BY CTY O 41 'la 5. III EXCAVATION.TREN00NG.S EIGRAOE PREPARATON.FILL PLACEMENTSTHUCTON. RENTON DEPARTMENT O PUBIC WORKS.DESIOI MONER. SYSTEM THE FACU1 SHALL NOT BE USED AS A TEMPORARY E-TW 'FF.' AND COMPACTION AND ALL SOL WORK IN GENERAL SHALL BE CONDUCTED W ETERS SHALL NOT BE DONE UNTIL ALL SERVICE 00 HF FEE RUSE SETTLING BASAL NO UNDERGROUND DETENTION TANKS GR MNCATIWS CW OF RENT PERMITS,AND PATIENT O FEES HAVE BEEN (J QAi c€ CONPTUE RIM THE RECWYWOATONS O ME PROFCT SOIL ENGINEER MADE TO ME OW O RENEW. 11. ALL PIPE AND APPURTENANCES SHALL BE CT I A 2.3)PROPERLY 14. ROOK FDA ER E RE SOUND 03 O BORE P RICHE£WHERE VAULTS SH011 DE USED AS A 1EUPOpARY SETTING BAWL AND THE CURRENT GEOTECWICA PREPARED FOUNDATION IN ACCORDANCE WITH SECTION]-023(I)OF ME REWIRED.SHALL BE O SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 ENtXNEFRINC REPORT. IS ALL CONNECTOR TO COSTING YAWS TO BE ACCLYN9HED BY ME CURRENT STATE O WASHNGT.STANDARD SPECIFICATIONS FOR ROAD AND FOOT AND MUST MEET ME FOLLOWING SPECIFICATIONS 1'-5'//EL6-70% E CITE O RENTON,EXCEPT WET TAPS MBAR MAY BE MADE BY APPROVED NET BRIDGE CONSTRUCTION. MN.AU.H0.UDE NECESSARY IEVELWG O PASSING 2'-4'ROCK/]OX-TOR PASSING AND-r RDCK/10X-20X FAST YRWIATNG.ASSES SILL BE APPLIED AT Al m E ]. DEGREE..DES.AND APPROVAL FOR STRUCTURES SUM AS WADS TM CONTRACTORS WM PRIOR APPROVAL FRO.THE DEPARTMENT O PUBLIC ME TRENCH BOTTOM CAR ME TOP Cr 111E FOUNDATION MATERIAL AS WELL PA59NG •APPROPPoAIE RAZE(EC ANTRAL OR PERENNIAL RYE APPLIED AND VAULTS MUST BE PREPARED BY ME APPROPRIATE FRCESSONAL WOOS ALL TORANDNECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY AS PLACEMENT AND UT THE O REWIRED BEDDING MATERIAL TO 'AT MPROMAATELY 80 POUNDS PER ACRE). C 'II a ENGINEER AND IS NOT A PART O MESE PLANS ME CONTRACTOR AND BE ON-SITE PRIOR TO Ott NOTIFICATIONS UNIFORM GRADE SO MAT THE ENTIRE LENGTH O THE PIPE WILL BE 1£ ISSUANCE O THE BUILDING OR CONSTRUCTOR PERMIT BY THE CITY 6u SUPPORTED 1..I T A UMFONYOF DENSE EN H MEET BASE IF ME NATIVE O RENTON DOES NOT BIUEYE ON OWEDA T THE CONTINUING LEGAL 11 WERE STRAW NIL.FOR TEMPORARY EROSON CONTROL IS g C.TRACT..ALL DE DESP.SIBIE FlA HRINC PROE59ON01 LARD 14. N9PECTION WILL BE ACM/PUSHED BY A REPRESENTATIVE O ME MATERIAL W ME BOTTOM O TE MEIN MEETS THE REQUIREMENTS FOR OBl1CATIW AND/OR 11ADLItt CONNECTED NIM STOW SURFACE WRIER REWIRED,IT.ALL BE APPLIED AT A MVDYUM THICKNESS OF SURVEYOR TD REFERENCE EXISTING MODUMTS ON OR ADJOINING SHE CITY OF RENTON. IT SHALL BE ME CONTRACTOR'S DESPON9&Utt TO 'REVEL FW PIPE REDOING ME FIRST LIFT O PONE BEDDING g5P09TOtl FIRMER,ME OTT O RENEW DOES NOT ACCEPT ANY TWD COMES PUNTS A TO PROJECT OR ON. T CONSTRUCTION AND TO RE-ESTADESH SAID NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE CF BAWFIWNG NAY BE OMITTED PROVIDED THE MATERIAL W THE BOTTOM E O ME TRAM MCAT.FOR THE PROPER NNCT00NG AND YAWTENANE Of THE III PUNTS AT PPOJECT COYPLLTI.. MIS RE-ESTABUSITYMT SHALL BE A11 CONSTRUCTION. ME CONTRACTOR AS WELL AS THE ENGINEERS 91AIL IS •LOOSENED.REGRADED AND COMPACTED TO FORMA DENSE UNYIELDING SYSTEM PROVIDED DURNG CONSTRUCTION. RAC.3 RED BY RECORD O SURVEY GR CORNIER RECORD AS OESGRIBED W KEEP AS-BUILT DRAMNCS ALL UwTY TRENCH BA0051 9/ALL BE WAG J32-120. BASE. 16. ME CONTRACTOR SHALL DETECTIVE EQUIPMENT.IE FOR PROUDER°ADEQUATE • 'iI APPROVED BY OWIRER'S SOILS ENGINEER. 1£ SANITARY SEWER PRE SHALL BE POLYVINYL MLgODE(PVC)RUBBER SAFEGUARD,SAFETY DEVICE£PROTECTIVE FUGGER£AND �5 a WAITER PAIN NOTES h SPECIFICATIONS W9LETED ASTM D 3034,SDR 35,OR DUCTILE NON CLASS 50 THERE RPE ANY OTHER NEEDED ACTIONS TO PROTECT THE UFT.HEALTH,AND SAFETY ' 6Y 1£ CONTRACTORTESTS TO DPROVIDE PLUGS TAN 901CR RO BLOW TIE-IN.OfF I59J1- COVER IS LESS THAN FOUR FEEL SANITARY SE. PRESSURE PIPE SHALL Of THE PUBEG AND TO PROTECT PROPERTY IN CONNECTION MM THE 1. 011 WORK AND YAIEPoAIH SHAM BE d CONFORMANCE WITH THE RUES FGR TESTING.COD PURITY ACCLPTARE PRIOR TO FINAL BE PVC RUBBER GASIFIED ASHY D2241,SIM 26. PCRFCRNANE O WORK COVERED BY THE CONTRACT. ANY WORK TATEN ME STANDARDS AND SPECIFICATIONS O ME CITY O RENT.OMUtt TRAVELED QUOIT-O-WAY THAT MAY INTERRUPT NWYAL MARK ROW DEPARTMENT AND ME LATEST EDITION O THE WSDDT/APWA STANDARDS AND ICI ALL.TORT RESTRAINT SYS1EY5(9HAMlE RWS MIS BOLTS. IS. SANITARY SERER PIPE SHALL BE POLYWNYL MLGRRE(PVC)RUBBER SNAIL REQUIRE AN APPROVED'RAMC CONTROL PLAN BY THE TRAFFIC SPECIFICATIONS AS APPROVED BY THE OTY OF RENTON. A SET OF ETC.)SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY GA9(EED ASHY D JO]I,SOFT]£OR DUCTILE TAW 0.A55 SO WHERE PIPE ENGINEERING DIVISION OF ME DEPARTMENT OF NBUC WMKS ALL 9• APPROVED PINS STALL BE KEPT.-91E AT ALL 1WE5 WRING OF PUBUULIC WORKS. OR EQUAL APPROVED W WRITING BY ME IMPARTMENT COVER IS LESS MAN FOUR FEET. SANITARY SEWER PRESSURE PRE SILL SECTIONS Cr ME NSDOT STANDARD SPECIFICATIONS 1-07-23,TRAFFIC c f] C.SIRUCTOC BE PVC RUBBER CASETED MTN 02241.SI 26. CONTROL SHALL APPLY.92. THE HOURS O WORK IN THE STREET Po.T-OF-WAY SHALL BE UNIT- 17. ASPHALT AND CONCRETE STREET PANNE DRIVEWAYS AND PARKING '1 ED TO 8:30 AY TO 130 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN 101E SNAIL BE SPADE TD A MINIMUM DEPTH OF 1WD INCHES. OIL MAT 1£ IN UNIMPROVED AREAS,YANHOE TO CODED MINIMUM 6 WM AND 17. SPECIAL DRAINAGE YEAS-RES WILL BE REQUIRED IF THE PROXCT • WRITING BY THE DEPARTMENT O PUBLIC MORTIS AT 235-28J£ ALL SHEETS YAY BE SPADE WT. A11 SURFACE CWCREIE PAVEMENT, YAYMY 18 WM ABOVE MESHED GRADE Al PAVED AREA,COVER MUST LOCATION IS MAIN ME AQUIFER PROTECT.AREA. STREET CLOSURES.PARTIAL.FULL.SHALL BE APPROVED BY ME SCOWLER.CURBS PUTTERS.AND DNIVEWAY APPROACHES SHALL BE SLOPE W ALL DIRECTS TO NAT.PAVING DEPARTMENT O NBUC PARKS 24 HOURS W ADVANCE THE PONCE SAYAUT TO A UNARY DEPTH OF NO INCHES OR REMOVED TO AN COSTING Ig ALL LOCATIONS O EXISTING UNITIES SHORN ARE APPROXIMATE DEPARTMENT,ARE DEPARTMENT.AND 911 SHALL BE NOTIFIED 21 HOURS E%PAR9.,ENT. T].MANHOLE RHOS AND COVERS TOO.BEN 10 CLEAR OPENINGS. AND IT SNAIL BE ME CONTRACTORS RO AVOID UIY TO VERJI'THE IN ADVANCE EQUAL TO WriPIC FOUNDRY CO.NO.5g22 WTI SWD LIO EXCEPT FOR TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE 9 Ig A TEMPORARY COD LUX ASPHALT PATEN SHALL BE PLACED ON THE ONE]/B INCH DIAMETER LIFT HOE B 1/2 INCHES FROM CENTER. COVER 1 ALL LOCATORS OF EYSTING MAIM ARE APPROXWATE DAY OF HARM EXCAVATION WITH A PERMANENT,SEALED PATCH TO BE .ALL HAVE MgDiNG'SLIVER'FOR SANITARY SERER.OR'DRAIN'FOR AND IT SHALL BE THE CONTRACTOR'S TO 05008Utt TO VERIFY ME PLACED,TO CITY O RAT.PWCY,WITHIN TEN DAYS CAL FOR STOW DRAW. MANHOLES LOCATED WT. EASEMENT S,LLL HAVE BOLT FMIq./44YIMNTATW POF1IRO NnTFP' 9f TRUE AID CORRECT LOCATION SO AS TO AVOID DAMAGE 0R DISTURBANCE. SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. MERCIES DOWN COMIC LID)RING AND COVER EQUAL TO WIriPIC FOUNDRY N0. , i ' ' I i FOR UTILITY LOCATE CALL 48-HOUR LOCATORS.I-600-424-5555. WILL NOT BE LEFT OPEN OVER WART WITHOUT PRIOR WRITTEN APPROVAL 591J WS-L 1. APPROVAL O THIS PRELOAD PLAN DOES NOT CONSTITUTE O THE INSPECTOR. 1£ ALL NONOLE JOINTS USE A CONFINED ROUND RUBBER CARPET MEET- AN APPROVAL O PERMANENT ROAD OR DRAINAGE DESCH 4. ALL WATER YAW PIPE TO BE CEMENT AHED DUCTILE IRA PIPE LNG ASHY C-41]9IECIFIGTONS (E.G.SIM AND LOCATION O ROADS.PIPES.RESTECT.S CWFGRMING TO ARRA C110 AND C111 OR LATEST REVISOR,TiBIXNESS 19. FGR CITY PRO.ECTS GU.AS TELEMETRY CONDUIT,THE PVC PIPE CHANNELS,RETENTION(ACUTE£°RUTIS,ETC). g CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO USED SHALL BE SE 40 IN UNIMPROVED AREAS AND SCHEDULE 60 19 ALL HOLES Fop INLET AND CARET PIPE STALL BE RIDDED OUT AT AWWA CI04 OR LATEST REVISOR. PIPE ANTS TO BE FISH-.. UNDER IMPROVED AREAS. ALL CHEMICAL PROCESS USES SHALL BE ME TIME O CASING SECTS OMESSUTLET THE WALLS ARE TO BE CORE 2. TIE DAPUNENTATION O THEY PRELOAD PLANS AND THE YEMAOCAL ANT. BEDOLVG TO BE LASS C. ALL DUCTILE IRON PIPE SCHEDULE BO PVC PIPE DRILLED CONSTRUCTION,YAINIENATOENCE REPLACEMENT,AND UPGRADWC O SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA CI05-]]STANDARDS. THESE ESC FAUINTES IS THE RE0PONO IS O ME APWCANT/ e20. ALL PRE THROUGH MANHOLE WALLS SHALL HAVE'O'RING RUBBER /CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. SANITARY SEWET NOTES G SP(OIICAT.9 GASKET MEETING MIL C-478 SPECIFICATIONS IN A MANHOLE COJPUNG 1 THE BWNDAPoES O THE REARING 1M15.CNN ON THIS PLAN 5. CAST R.AND DUCTILE RON FITTINGS SHALL BE CELENT LINED, EQUAL TO ACAS-LONVILE RANK.WALL MAY BE CORE DWULD AND PRESSURE RATED AS NOTED ON PLANS.AND W ACCORDANCE MM CONICAL TYPE nix.SEAL EWIAL TO K.-N-SEAL SHALE SHALL BE CLEARLY FLAGGED d ME FIELD PRIOR TO CONSTRUCTOR. ' AN9/ANWA C110/.1.10-82. EVENT LINING SHALL E W ACCORDANCE I. ALL CSI FOR ROAD. SHALL BE INAACCORDANCEWM'STANDARD INSTALLED. WRING ME CONSTRUCT.PERIOD,NO DISTURBANCEDISTURBANCETI BEYOND E TAM ANSI/AWNA CIDI/A21.4-8£ IF FITTINGS ARE]COMES TO 12 W SREOFICAD.S FOR ROAD,BRIDGE,AND MUNICIPAL CONSTRUCTION' FLAGGED CLEARING WATS SHALL BE PERMITTED. THE FLAGGING INCHES IN DIAMETER AND HAVE YEMAWCAL JOINTS.THE FITTN SMALL PREPARED BY WATD OTON STATE DEPARTMENT OF TRANSPORTATION ARID SHALL BE MAINTAINED BY ME APPLICANT/CONTRACT.PER THE ' BE IN ACCORDANCE WITH ETHER OR ANSI/AWWA C11O/.1.10-B2 WA9UNGTON STATE CHAPTER MINICAR N WINKS ASSOUATON. CARAT.O C.STRUCTOIC ANS/ARRA Q53/A21.53-81. 3-INCH TO 12-CAM DIAMETER FITTINGS LATEST EDITION AND CITY.RENT.STANDARDS AND SPECIFICATIONS. STORY DRAB NOTES&SPEOTCAT.S • WHICH ACCORDANCE A HAVE MECHANIC. NTS AND/OR SH FLANGED JOINTS ALL BE IN 4. IRE ESC FAOUTIES SHOWN CAT MS .PLAN MUST BE CST d NCTED WM ANSI/AWVOA CIO/A21.10112 OR A COM INATON O 2. CONTRACTOR IS SOLELY RlE FOR ME MEANS METHODS AND I. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS.A CONJUNCT,.WM ALL CLEARING AND GRADING ACTIVITIES.AND IN ANSI/AWNA C110/A21.10.83 AND ANSI/MYNA O53/A2T.5]-84 SUCH THAT SEQUENCES OF CON PAD FOR TRUCTION AID FOR ME SAFETY O WORKERS AND PRE-CONSTRUCT.MEETING MUST BE HELD MM THE CITY O RENTER SUM A MANNER AS TO INSURE THAT SEDYENT LADEN WATER DOES THE PORTION O THE FITIWG MTH A MECHANICAL JONT(S),MAY BEd OILERS.1HE CWSiNCTON NIL DEPARTMENT OF NBUC WORKS DES.ENGINEER NOT ENTER THE DRAINAGE SYSTEW OR VITIATE APPUCABE WATER ACCORDANCE WITH ANS/AWWA QSJA/A21.53-84 AND MAT PORTON OF THE STANDARDS(KC 9...020 AA KCRS 7.09 D). FITTING OATH RANGED ANTS) BE IN ACCORDANCE WTI ALL LOCATIONS S EXISTING UTUT M ES SNOWIE ARE PROXIYAIE ALL CONSTRUCTION L BEAC'CORDANETH THE Ott OF ANSI/AWWA CIIO/A21.10-B2 ACCEACCEPTANCEITESTINGINACCACCORDANCEWM ],AAD IT SNAIL BE THE CONTRACTOR'S RESPONSBIUtt TO VERT.THE IN NTON'S STANDARD.ECIFICAT.S FOR MUNICIPAL CONSTRUCT.. SECT.S3-5.3 O ANSI/AWWA 053/A21.53-B/.TRH SECTOR 10-4.3 TRUE AND CORRECT LOCATION 50 AS TO AVOID DAMAGE CAT DISTURBANCE. O A.DEO L HIF04, z O ANSI/AWWA CI10/.1.10-92 SHALL BE OBTAINED BY ME CONTRACTOR 1 THE STORY DRAINAGE SYSTEM SILL BE CONSTRUCTED ACCORDING P �apORi AND TRANSUITIED TO THE OWNER. 4. 1HE 0 AN O LAWN IN iXE STREET RIME-O-WAY SHALL BE EMT- ME APPROVED PUNS WNIM ARE.ALE IN THE ERUCT RED R DING TO 1, xf C J1N pli ED TO g30 AY TO 130 P.M.ON WEEKDAYS UNLESS OTHERWISE APPROVED WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE - '. " q SEAL�¢, WRITTEN APPROVAL FROM THE Ott O RENT.DEPARTMENT O PUBLIC. i 8. GATE VALVES SHALL CONFORM TO AVM C500 AND STALL BE R. IN LLR1.G BY THE DEPARTMENT O NBUC WEANS AT 235-26. ALL1 F / BOGY.BRONZED-YWNID).DOUBLE DISC WITH BRONZE WEDGING DEVICE STREET CLOSURES,PARTIAL OR FULL.MILL BE APPROVED BY ME WORKS DES.ENGMER OR STORY WATER UTILITY. f''! ...,. Pfi AND 0-RING STUFFING BOX VALVES SHALL BE DESIGNED FORA WORM DEPARTMENT O NBUC WORKS 24 HOURS IN ADVANCE THE POLICE «J `_ WATER OPERATING PRESSURE O 2W PSI. GATE VALVES SHALL BE CLOW DEPARTMENT,FIRE DEPARTMENT,AND 911 SHALL DE NOTIFIED 24 HOURS 4. A COPY O THESE APPROVED PLANS MST BE ON ME JCR SITE 'VNEMO UST 14,MUELLER COWART NO.A2380,.NAN, ALL VALVES 12'IN IN ADVANCE WHENEVER CONSTRUCTION IS W PROGRESS 4'..C° CHECKED FOR COMPLIANCE DIAMETER AND URGER,SHALL BE INSTALLED IN A VAULT, YE WATER �T' ./J TO CITY STANDARDS STANDARD DETAIL FOR 12'GATE VALVE ASSEMBLY VAULT AND r BYPASS 96298.04 INSTAIUTON. D9) _ ,.. .4." BUSH. HOED HITCHINGS, INC. Dole - ONL ENGINEERS @ LAND SURVEYORS Dot. BRFI- MRR-N,G'"K LA MARL% '�6 If �.., CIT.' OF RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator • July 6, 2000 Mr. Stanley Paulus SSOE, Inc.Architects/Engineers 3015—112th Avenue NE, Suite#101 • Bellevue,WA 98004 SUBJECT: Safeway Fuel Station Project No. LUA-00-059,ECF Dear Mr. Paulus: This letter is to inform you that the comment and appeal periods have ended for the Environmental Review Committee's (ERC) Determination of Non-Significance-Mitigated for the above-referenced project. No appeals were filed on the ERC determination. This decision is final and application for the appropriately required permits may .proceed. The applicant must comply with all ERC Mitigation Measures. If you have any questions, please feel free to contact me at(425)430-7270. For the Environmental Review Committee, Lesley:Nishihira Project Manager cc: Safeway, Inc./Owners FINAL 1055 South Grady Way-Renton,Washington 98055 Am.- • CIT% .)F RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator June 15, 2000 Washington State Department of Ecology Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 Subject: Environmental Determinations Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by the Environmental Review Committee (ERC)on June 14, 2000: DETERMINATION OF NON-SIGNIFICANCE-MITIGATED SAFEWAY FUEL STATION LUA-00-059,ECF The applicant is proposing to construct a gas station in the southwest corner of the existing Safeway parking lot. The station would include a 2,470 square foot canopy, a 264 square foot attendant kiosk and four fuel pumps. The project would require the installation of three underground fuel storage tanks, including one 20,000-gallon tank and two 10,000-gallon tanks. Location: 112 South Third Street. Appeals of the environmental determination must be filed in writing on or before 5:00 PM July 3, 2000. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, and 1055 South Grady Way, Renton,WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510. If you have questions, please call me at(425)430-7270. For the Environmental Review Committee, Lesley Nishihira` 0 Project Manager cc: King County Wastewater Treatment Division Larry Fisher, Department of Fisheries David F. Dietzman, Department of Natural Resources Don Hurter, Department of Transportation Duwamish Tribal Office Rod Malcom, Fisheries, Muckleshoot Indian Tribe (Ordinance) US Army Corp. of Engineers "Fury!t A 1055 South Grady Way-Renton,Washington 98055 This oaoer contains 50%recycled material.20%post consumer :i „ - CITY :OF RENTON ..LL '~� Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator June 15, 2000 Mr. Stanley Paulus SSOE, Inc.Architects/Engineers 3015— 112th Avenue NE, Suite#101 Bellevue,WA 98004 SUBJECT: Safeway Fuel Station Project No. LUA-00-059,ECF Dear Mr. Paulus: This letter is written on behalf of the Environmental Review Committee (ERC) and is to advise you that they have completed their review of the subject project. The ERC, on June 14, 2000, issued a threshold Determination of Non-Significance-Mitigated with Mitigation Measures. See the enclosed Mitigation Measures document. Appeals of the environmental determination must be filed in writing on or before 5:00 PM July 3, 2000. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, and 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510. The preceding information will assist you in planning for implementation of your project and enable you to exercise your appeal rights more fully, if you choose to do so. If you have any questions or desire clarification of the above, please call me at(425)430-7270. For the Environmental Review Committee, • • Lesley Nishihir Project Manager cc: Safeway, Inc./Owners Enclosure dncmIatter 1055 South Grady Way-Renton,Washington 98055 a)This paper contains 50%recycled material,20%post consumer CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-00-059,ECF APPLICANT: SSOE, Inc.Architects/Engineers PROJECT NAME: Safeway Fuel Station DESCRIPTION OF PROPOSAL: The applicant is proposing to construct a gas station in the southwest corner of the existing Safeway parking lot. The station would include a 2,470 square foot canopy, a 264 square foot attendant kiosk and four fuel pumps. The project would require the installation of three underground fuel storage tanks, including one 20,000-gallon tank and two 10,000-gallon tanks. LOCATION OF PROPOSAL: 112 South 3rd Street MITIGATION MEASURES: 1. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $0.52 per square foot of new construction prior to the issuance of building and construction permits. 2. The applicant shall pay the appropriate Traffic Mitigation Fee based on each new average weekday trip attributable to the project prior to the issuance of building and construction permits. 3. The applicant shall follow the recommendations contained within the Geotechnical Engineering Study dated February 23, 2000, prepared by Earth Consultants, Inc. with regard to the disturbance, preparation and construction of the site. • MITMEASURES CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-00-059,ECF APPLICANT: SSOE, Inc.Architects/Engineers PROJECT NAME: Safeway Fuel Station DESCRIPTION OF PROPOSAL: The applicant is proposing to construct a gas station in the southwest corner of the existing Safeway parking lot. The station would include a 2,470 square foot canopy, a 264 square foot attendant kiosk and four fuel pumps. The project would require the installation of three underground fuel storage tanks, including one 20,000-gallon tank and two 10,000-gallon tanks. LOCATION OF PROPOSAL: 112 South 3`d Street 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. A copy of the revised site, landscape and utility plans, as well as Photo Mylar Transfer (PMT) plan reductions, will be required for the approved minor modification to the approved Safeway Redevelopment Site Plan (file no. LUA-98-052). The satisfaction of this requirement will be necessary prior to the issuance of building permits for the proposed fueling station. 2. No utility/pavement cuts will be allowed in South 3rd Street where alternate utility connections can be made outside of paved areas. Fire Prevention 1. The preliminary fire flow is 1,500, one hydrant is required within 150 feet of the structure and one additional hydrant is required within 300 feet of the structure. 2. Separate plans and permits are required for the installation of flammable and combustible tanks, piping and monitoring alarms. Plan Review—Transportation 1. The site currently has c�urbs, gutters, sidewalks, street paving and streetlights in place on the adjacent street(South 3r Street). No additional street improvements are required. Plan Review—Water 1. The project has one existing fire hydrant within 150 feet of the site and two existing fire hydrants within 300 feet of the site. 2. No additional water main or fire hydrants will be required to meet the fire flow/fire code requirements per Renton Fire Department. 3. New water meter for domestic service will be required and will require a backflow prevention device to protect the water system. ADVISORYNOTES Safeway Fuel Station LUA-00-059,ECF Advisory Notes (continued) Page2of2 4. Water System Development Charges (SDC) of $0.113 per square foot of site area, with redevelopment credits given, will be required. Plan Review—Surface Water 1. This site was included in the drainage system that Safeway installed in accordance with the 1990 King County Surface Water Design Manual. If no additional impervious surface is added to the site, no Surface Water System Development Charges (SDC)will be required. Plan Review—Sewer 1. The pump island pad will require a drainage system to collect and direct run off water to an oil/water separator and discharge to the sanitary sewer. 2. The new building will be required to connect to the sanitary sewer via a side sewer permit based on $80.00 per connection. 3. Wastewater System Development Charges (SDC)based on $0.078 per square foot of site area, with redevelopment credit given,will be required. ADVISORYNOTES CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): LUA-00-059,ECF APPLICANT: SSOE, Inc.Architects/Engineers PROJECT NAME: Safeway Fuel Station DESCRIPTION OF PROPOSAL: The applicant is proposing to construct a gas station in the southwest corner of the existiing Safeway parking lot. The station would include a 2,470 square foot canopy, a 264 square foot attendant kiosk and four fuel pumps. The project would require the installation of three underground fuel storage tanks, including one 20,000-gallon tank and two 10,000-gallon tanks. LOCATION OF PROPOSAL: 112 South 3`d Street LEAD AGENCY: City of Renton Department of Planning/Building/Public Works Development Planning Section The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21 C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review process. Environmental Determination Appeal Process Appeals of the environmental determination must be filed in writing on or before 5:00 PM July 3, 2000. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, and 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510. PUBLICATION DATE: June 19, 2000 DATE OF DECISION: June 13, 2000 SIGNATURES: r\i9 Gelli g fim 1-nan, t 7` Departme tl., ing/Building/Public Works \� /Comm leilitrot:2—k E DA hue Srvis Z,6 414 /c,'.011 Lee er, Fire Chief DATE Renton Fire Department dnsmsig CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-00-059,ECF APPLICANT: SSOE, Inc.Architects/Engineers PROJECT NAME: Safeway Fuel Station DESCRIPTION OF PROPOSAL: The applicant is proposing to construct a gas station in the southwest corner of the existing Safeway parking lot. The station would include a 2,470 square foot canopy, a 264 square foot attendant kiosk and four fuel pumps. The project would require the installation of three underground fuel storage tanks, including one 20,000-gallon tank and two 10,000-gallon tanks. LOCATION OF PROPOSAL: 112 South 3rd Street MITIGATION MEASURES: 1. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $0.52 per square foot of new construction prior to the issuance of building and construction permits. 2. The applicant shall pay the appropriate Traffic Mitigation Fee based on each new average weekday trip attributable to the project prior to the issuance of building and construction permits. 3. The applicant shall follow the recommendations contained within the Geotechnical Engineering Study dated February 23, 2000, prepared by Earth Consultants, Inc. with regard to the disturbance, preparation and construction of the site. MITMEASURES CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-00-059,ECF APPLICANT: SSOE, Inc.Architects/Engineers PROJECT NAME: Safeway Fuel Station DESCRIPTION OF PROPOSAL: The applicant is proposing to construct a gas station in the southwest corner of the existing Safeway parking lot. The station would include a 2,470 square foot canopy, a 264 square foot attendant kiosk and four fuel pumps. The project would require the installation of three underground fuel storage tanks, including one 20,000-gallon tank and two 10,000-gallon tanks. LOCATION OF PROPOSAL: 112 South 3rd Street 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. A copy of the revised site, landscape and utility plans, as well as Photo Mylar Transfer (PMT) plan reductions, will be required for the approved minor modification to the approved Safeway Redevelopment Site Plan (file no. LUA-98-052). The satisfaction of this requirement will be necessary prior to the issuance of building permits for the proposed fueling station. 2. No utility/pavement cuts will be allowed in South 3rd Street where alternate utility connections can be made outside of paved areas. Fire Prevention 1. The preliminary fire flow is 1,500, one hydrant is required within 150 feet of the structure and one additional hydrant is required within 300 feet of the structure. 2. .Separate plans and permits are required for the installation of flammable and combustible tanks, piping and monitoring alarms. Plan Review—Transportation 1. The site currently has cdurbs, gutters, sidewalks, street paving and streetlights in place on the adjacent street(South 3r Street). No additional street improvements are required. Plan Review—Water 1. The project has one existing fire hydrant within 150 feet of the site and two existing fire hydrants within 300 feet of the site. 2. No additional water main or fire hydrants will be required to meet the fire flow/fire code requirements per Renton Fire Department. 3. New water meter for domestic service will be required and will require a backflow prevention device to protect the water system. ADVISORYNOTES Y , Safeway Fuel Station LUA-00-059,ECF Advisory Notes (continued) Page 2 of 2 4. Water System Development Charges (SDC) of $0.113 per square foot of site area, with redevelopment credits given, will be required. Plan Review—Surface Water 1. This site was included in the drainage system that Safeway installed in accordance with the 1990 King County Surface Water Design Manual. If no additional impervious surface is added to the site, no Surface Water System Development Charges (SDC)will be required. Plan Review—Sewer 1. The pump island pad will require a drainage system to collect and direct run off water to an oil/water separator and discharge to the sanitary sewer. 2. The new building will be required to connect to the sanitary sewer via a side sewer permit based on $80.00 per connection. 3. Wastewater System Development Charges (SDC) based on $0.078 per square foot of site area, with redevelopment credit given, will be required. ADVISORYNOTES 3 , • • ENVIRONMENTAL DETERMINATION • POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION . PROJECT NAME: SAFEWAY FUEL STATION . PROJECT NUMBER: LUA-00.059,ECF The applicant Is proposing to construct a gas station in the southwest corner of the existing Safeway parking lot. The station would include a 2,470 square foot canopy,a 264 square foot attendant kiosk and four fuel pumps. The project would require the Installation of three underground fuel storage tanks,Including one 20,000-gallon . tank and two 10,000-gallon tanks.Location:112 South Third Street. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) 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 July 3,2000.Appeals must be filed In writing together with the required$75.00 application fee with:Hearing Examiner,City of Renton, and 1055 South Grady Way,Renton,WA 98055. Appeals to the Examiner aro governed by City of Renton' Municipal Code Section 4.-11B.Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office,(425)430-6510. n w32TE i�1 i su0iy .; r ' , ,,_--' lid 9,, ; ill ,�s* ka 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 Include the project NUMBER when calling for proper file Identification. i CERTIFICATION I, A {�,c _ D 34 IAI,J , hereby certify that 3 copies of the.above document were posted by me in 3 conspicuous places on or nearby the described property on . �_S ,, -, �, I zG • Signed: 0,,,,,,,44, _ ATTEST: Subcribed and sworn before me,a Nortary Public,in and for the State of Washington residing incRO—NA-V-v\ ,on the`.Q ..C,&,, day of v MARILYN KAMOHEFF NOTARYVS ' PUBLIC `� �� STATE OF WASHINGTON COMMISSION EXPIRES • DUNE 29,2003 MARILYN KAMCHEFF MY APPOINTMENT EXPIRES:6-29-03 AFFIDAVIT OF PUBLICATION Charlotte Ann Kassens, first duly sworn on oath states that he/she is the Legal NOTICE OF ENVIRONMENTAL ' DETERMINATION- Clerk of the ENVIRONMENTAL REVIEW COMMITTEE RENTON,WASHINGTON SOUTH COUNTY JOURNAL The Environmental Review Committee � has issued a Determination of Non- Significance-Mitigated for the following.pro- 600 S. Washington Avenue, Kent, Washington 98032 ject under the authority of the Renton- Municipal Code. a dailynewspaper seven (7)times a week. Said newspaper is a le al SAFEWAY FUEL STATION . published9 S7E os9, E_L newspaper of general publication and is now and has been for more than six • _ - --_�_ -- - - monthsprior to the date ofpublication, referred to, printed andpublished in the . tion in southwestental review r construct gas station in corner-of existing English language continually as a daily newspaper in Kent, King County, Safeway parking lot. Location:112 South Washington. The South County Journal has been approved as a legal 3rd Appeals of the environmental determina- newspaper by order of the Superior Court of the State of Washington for King i tion must be filed in writing on or before County. 5:00 PM July 3, 2000. Appeals must be k The notice in the exact form attached, waspublished in the South $75.00led in application together with the requiredain fee' with: Hearing County Journal (and not in supplemental form)which was regularly distributed to Examiner,City of Renton,and 1055 South 1 • the subscribers during the below stated period. The annexed notice, a I Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11B. Safeway Fuel Station Additional ihformation regarding the appeal process may be obtained from the Renton City.Clerk's Office,(425)430-6510. as published on: 6/19/00 Published in_the South_County Journal_ ( June 19,2000.7854 1 The full amount of the fee charged for said foregoing publication is the sum of - ----- - - - --- - r $37.38, charged to Acct. No. 8051067. Legal Nu er 7 54 Legal lark, County Journal • Subscribed and sworn before me on this Alay o , 2000 Ca wttimpuQ °°°°. OCir:r0E\C ®g.m, Pi.] o,` Notary Public of the State of Wa hington . `''` residing in Renton �. ,6; � `` King County, Washington 1 14, aaa�'a3oo® oa° NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE RENTON,WASHINGTON The Environmental Review Committee has issued a Determination of Non-Significance-Mitigated for the following project under the authority of the Renton Municipal Code. SAFEWAY FUEL STATION LUA-00-059,ECF Environmental review to construct gas station in southwest corner of existing Safeway parking lot. Location: 112 South 3rd St. Appeals of the environmental determination must be filed in writing on or before 5:00 PM July 3, 2000. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, and 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510. Publication Date: June 19,2000 Account No. 51067 • dnsmpub.dot STAFF City of Renton REPORT Department of Planning/Building/Public Works ENVIRONMENTAL REVIEW COMMITTEE A. BACKGROUND ERC MEETING DATE: June 13, 2000 Project Name: Safeway Fuel Station Applicant: SSOE, Inc.Architects/Engineers File Number: LUA-00-059, ECF Project Manager: Lesley Nishihira Project Description: The applicant is proposing to construct a gas station in the southwest corner of the existing Safeway parking lot. The station would include a 2,470 square foot canopy, a 264 square foot attendant kiosk and four fuel pumps. The project would require the installation of three underground fuel storage tanks, including one 20,000-gallon tank and two 10,000-gallon tanks. (continued on page 2) Project Location: 112 South 3rd Street Exist. Bldg. Area gsf N/A Proposed New Bldg. Area gsf 2,734 square feet Site Area 12,054 square feet Total Building Area gsf 2,734 square feet RECOMMENDATION Staff Recommend that the Environmental Review Committee issue a Determination of Non-Sighiticahce=it/n gated(DNS-M). Imo,',CI Y OF RE TO Al PORT �• v'/ — Imo, 9 Q _ _ 7 i i•. ...........,,. -q1=1 WAY a - pI., rg � ev ks _ � r :- -p �r t ^"4. 11179.-2C - S NB/N S ,C am•, as mS1N j , , ^1 .i-o. i, ,..,r. tip 2,,_, , : . in a jL4I. VI � t-1 iF Z �'4 0 _._R�I11 ,. T ,F.,-; `�`'r. 1 Wit.:, sit; yscc „t,pi a wp. ifo.— [Ate,5ts 3r.�p' te eBas .0_ y i, 7-} , 50115 ` 7' -, eSti rI min=€ Vi 3 s 'ii L I� 14. g[ 2r:Ps �i d Ax x �:ee4 mC�xil �.� o. 0 _. . . . _.3.)' ' 1"..Awiii2 or z ' _ --hr-_-orp -- .. =----__ -W__f_CT.Y.-F.PT=4. percrpl • • , City of Renton P/8/PW Department Environn I Review Committee Staff Report SAFEWAY FUEL STATION LUA-00-059,ECF REPORT AND DECISION OF JUNE 13,2000 Page 2 of 4 PROJECT DESCRIPTION(CONT.) The development of the proposed fuel station would include the grading and installation of sewer, storm,fire protection and domestic water facilities, as well as improvements to off-site landscape areas (e.g., trees and shrubs). In addition, the project would eliminate 36 existing parking spaces. After the completion of the project and the restriping of the remaining parking areas, 324 parking stalls would exist on the Safeway property. No modifications are proposed to the three existing access points to the site. The project is anticipated to begin construction August 1,2000 and to be completed by November 1, 2000. On March 14, 2000 a letter of approval was issued for a minor modification to the Safeway Redevelopment Site Plan, file no. LUA-98-052 (approved by the Hearing Examiner on July 16, 1998), which included the proposed fuel station addition to the site. The proposed revisions were determined to effect less thanl0% of the total site area and total amount of parking spaces—qualifying as a minor modification. In addition, the 324 parking spaces proposed to remain on-site were determined to satisfy the minimum parking requirements for both the existing Safeway store and the future retail building. B. RECOMMENDATION Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials make the following Environmental Determination: DETERMINATION OF DETERMINATION OF NON-SIGNIFICANCE XX NON-SIGNIFICANCE-MITIGATED. Issue DNS with 14 day Appeal Period. XX Issue DNS-M with 14 day Appeal Period. Issue DNS-M with 15 day Comment Period followed by a 14 day Appeal Period. C. MITIGATION MEASURES 1. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of$0.52 per square foot of new construction prior to the issuance of building and construction permits. 2. The applicant shall pay the appropriate Traffic Mitigation Fee based on each new average weekday trip attributable to the project prior to the issuance of building and construction permits. 3. The applicant shall follow the recommendations contained within the Geotechnical Engineering Study dated February 23, 2000, prepared by Earth Consultants, Inc.with regard to the disturbance, preparation and construction of the site. D. ENVIRONMENTAL IMPACTS 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. Fire Prevention Impacts:The proposal would create 2,470 square feet of new building area that would potentially impact the City's Fire Emergency Services. A Fire Mitigation Fee, based on $0.52 per square foot of new construction, applies to all development in the City. The mitigation fee for the proposed project is estimated at$1,421.68 (2,734 square feet x $0.52 = $1,421.68). The fee is payable prior to the issuance of building or construction permits. Mitigation Measures: The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of$0.52 per square foot of new construction prior to the issuance of building and construction permits. Nexus: SEPA Environmental Regulations; Fire Mitigation Fee Resolution No. 2913, Ordinance 4527. 2. Transportation Impacts:The proposal would result in an increase in traffic trips to the City street system and, therefore, is required to pay a Traffic Mitigation Fee. The Traffic Mitigation Fee is calculated at a rate of$75.00 per net new average daily trip ercrpt . City of Renton P/B/PW Department Environn. 1 Review Committee Staff Report SAFEWAY FUEL STATION LUA-00-059,ECF REPORT AND DECISION OF JUNE 13,2000 Page 3 of 4 associated with the project. The fee for this proposal is estimated at$15,750.00 (210 daily trips x$75.00 = $15,750.00). The fee is payable prior to the issuance of building or construction permits. Mitigation Measures: The applicant shall pay the appropriate Traffic Mitigation Fee based on each new average weekday trip attributable to the project prior to the issuance of building and construction permits. Policy Nexus: SEPA Environmental Regulations; Transportation Mitigation Fee Resolution No. 3100, Ordinance 4527. 3. Earth Impacts:The subject site is relatively flat with little discernible elevation change across the site. The western portion of the property is currently developed with a 56,433 square foot Safeway grocery store. According to the Geotechnical Report submitted with the application, prepared by Earth Consultants Inc. dated February 23, 2000,fill depths of seven to ten feet overlay native soils consisting of varying deposits of silty sand, poorly graded sand and poorly graded gravel in the area of the proposed construction. The report states that the proposed kiosk and fueling island canopy can be supported through the use of conventional spread and continuous footing foundation systems bearing on competent native soil, the existing competent fill or on structural fill used to modify the existing site grades. Slab-on-grade floors may be similarly supported. The Geotechnical Report includes several recommendations regarding site preparation, foundations, and structural and utility designs—all of which staff will recommend the applicant comply with in order to mitigate potential erosion impacts to the site. The proposal would require excavation work for the installation of three underground fuel storage tanks to depths of approximately 15 feet below existing grade. Potential erosion impacts that may result from the proposed grading activities would be mitigated by existing code provisions which require the approval of a Construction Mitigation Plan and Temporary Erosion and Sedimentation Control Plan prior to the issuance of construction permits. Mitigation Measures: The applicant shall follow the recommendations contained within the Geotechnical Engineering Study dated February 23, 2000, prepared by Earth Consultants, Inc.with regard to the disturbance, preparation and construction of the site. Policy Nexus: SEPA Environmental Regulations 4. Water Impacts:There are no surface water bodies nor wetlands located on the site or in the immediate vicinity of the site. Upon completion of the project, approximately 95% of the site would be covered with impervious surfaces. Drainage from the proposed canopy would be directed into the existing storm water system,while ground surface run- off will be directed to a separate basin with a high quality oil/water separator. Storm detention and water quality have previously been designed for the entire Safeway site, previously approved under File No. LUA-98-052. The underground existing vault provides both detention and water quality treatment, and has been sized for the 100- year/24-hour design storm per the 1990 King County Surface Water Design Manual. The existing detention vault has been designed to provide water quality treatment for all proposed pavement areas. Because the area of the proposed fuel station was included in the calculations for the approved Safeway development, no additional detention or water quality facilities will be required. Catch basins, pipes and rain leaders will be used to convey storm water from the fuel station to the existing on-site storm system and ultimately to the existing on-site detention tank. Runoff from the concrete pad (beneath the canopy) will be collected separately from all other on-site storm water. This covered area runoff will be transported through an oil/water separator to the existing 12-inch sanitary sewer line in the Lake Avenue South right-of-way. Mitigation Measures: No further mitigation is recommended. Policy Nexus: N/A 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. X Copies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report. ercrpt City of Renton P/B/PW Department Environn 1 Review Committee Staff Report SAFEWAY FUEL STATION LUA-00-059,ECF REPORT AND DECISION OF JUNE 13,2000 Page 4 of 4 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. A copy of the revised site, landscape and utility plans, as well as Photo Mylar Transfer(PMT)plan reductions,will be required for the approved minor modification to the approved Safeway Redevelopment Site Plan (file no. LUA- 98-052). The satisfaction of this requirement will be necessary prior to the issuance of building permits for the proposed fueling station. 2. No utility/pavement cuts will be allowed in South 3`d Street where alternate utility connections can be made outside of paved areas. Fire Prevention 1. The preliminary fire flow is 1,500, one hydrant is required within 150 feet of the structure and one additional hydrant is required within 300 feet of the structure. 2. Separate plans and permits are required for the installation of flammable and combustible tanks, piping and monitoring alarms. Plan Review—Transportation 1. The site currently has curbs, gutters, sidewalks, street paving and streetlights in place on the adjacent street (South 3rd Street). No additional street improvements are required. Plan Review—Water 1. The project has one existing fire hydrant within 150 feet of the site and two existing fire hydrants within 300 feet of the site. 2. No additional water main or fire hydrants will be required to meet the fire flow/fire code requirements per Renton Fire Department. 3. New water meter for domestic service will be required and will require a backflow prevention device to protect the water system. 4. Water System Development Charges (SDC)of$0.113 per square foot of site area,with redevelopment credits given, will be required. Plan Review—Surface Water 1. This site was included in the drainage system that Safeway installed in accordance with the 1990 King County Surface Water Design Manual. If no additional impervious surface is added to the site, no Surface Water System Development Charges (SDC)will be required. Plan Review—Sewer 1. The pump island pad will require a drainage system to collect and direct run off water to an oil/water separator and discharge to the sanitary sewer. 2. The new building will be required to connect to the sanitary sewer via a side sewer permit based on $80.00 per connection. 3. Wastewater System Development Charges (SDC) based on $0.078 per square foot of site area,with redevelopment credit given, will be required. Environmental Determination Appeal Process Appeals of the environmental determination must be filed in writing on or before 5:00 PM July 3,2000. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, and 1055 South Grady Way, Renton,WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510. ercrpt • S. 2ND STREET = .1-. / = S. 2ND STREET — 1 a \\C?'7_L°.0 0 .„... ,,,,.,.,, ,, ,„ ,.. . -..______ •••••,•••••••••- WrIMIWNWalm7 •Imp fiumnalmaiwa, •..•.• __ . . _ 1 ....x).-_7.:,,i. ----- —__-- ---- '--_---- an -- — ate... % _— -- _ -'-'w; y ram 7. _l�' _-.f-__ '- / SITE INFO. '"` SITE PLAN KEY NOTES _ _..— r s,'' .._ o� .._ . - " '"—. (� -liCann1�2DTAS 9'TE A1EA 626.VAS 272294 Sr.) aw ro t amrzF ..• 0 �E = ' 0 ` Jf20DE WOSp2ID MSA• (2,BS SF. OO Ir. c A31.gg v _ _ w•1 v 196.9Y r % _ a•:• __- _ A TOM SO SMOUS M MIA FUE 6629 SF. O M� s• '..t.' 568'1 ,u v — - .u.' ���- -- -�- - r - - /Pf116 Acme BM1tR.m MD xo.r ,r,SG20ik216.675 SF. TOTAL LIRNOPED AREA(MOM): I5,529 S.F. CD ; - _�' r P��f C j LOT MUSE 21.6i S.F. BUILDING INFO. 0.om.m.R...,IX= ' w ay. , I / t/. EAR R �°0�COSINE WUV SNBC 36W Si. 3p• _ v `� Rc50O.68'J 4 I R/lq./�fR j ,���I�r. PRAM MR 268 S2. O.A.Ur.0.tn..n.c Pn I.. --0 (PROPOSED ) (266 SF.) /i I w"fv. L=80.29. .. 0. o swam w w I (N=08.30.29' aoD2c�> rs. s6.w v. ®t .r..1.,�..ro e , aI I j :-.sue., P021O•$ • 22 u. I. V 11. I 1I ._ _ py IOW 36303 S.F. W I, 1 I I 1 -I} `J Y MING 1®I1: JI n I I I I I I I ,,,F I EXISTING EX/$ll PROPOSER 30" EXISTING UNDEVELOPEDBIDING SETBM APgRf C MAY 1R(NI s16no° ID' TACO-TIME SI AREA NT BtoG. PRg4iD 200i(SR660L 21 1) •. '! PARKING ANALYSIS: I' - -! ;--SD' TOT.sPARKING 6xDN6D �.6'-2AT 3300 5! ' m cotPAa `e•-6•.is'1 10 _ 12 f ni1 i sT�FF°v Raxc '° , I i i I •�ItmlI Wl � TOTAL FARu.E as.FUEL STATION(-36): MO I 1 Illip / ' e•-'•L� UK RFAUDIED FAN�1E ai100D.1 226 ' • , 1 1 I 1 i ! I j , " I �.% -_ T • r ro MOW.PAM.06/OOO 0 MUNE TOT.AVM,.PAWING: u. ; ,..., ' FUME TOT.REOUOED FAR.N. . _ .2. Pubm6 IV/A J 269 + • 1280 REON TO 0.5002 OS2868 6. 3]6 - („63ED DR TOT.6unDxc�u se.ew 9F.) EXISTING wr-r • 1 ' 1 I I --.• r,• I 1 I 1 1 i I I I .4 WENDYS I i : I - SANO I Air&Loc. �. I I . ' 1 I 1 I . I i Y�•ry ENTRANCE ;- 1 . f I i I , _.. • I I I I _\ - - - - I i I I VI ' I j I r,A I I'La r zpgas 5 5661925E` I I rB•°jip�; I I I I • I 4'� ✓ j 11: `,/•0: •� � R.67..69'�.. 1 LOADING IIl I a Lr2.5i.' =87.45' i E(HINp rn • i • A.20.IP 0_,940277^ SAFEWAY*1563 5.3 • ! I I . . ..'� 992»1II I ': .�:.�, • I.:. I . I i 1 :...1:,,..?.:.iI se.aro eo FT APPRox =. Y IJ ' . 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S R T =-�-. :.,� 2 EL 27.29 r^ :, =� z I( '� , I1RGOxT 4 Cf.'C. ome SITES o3• c Ny E.n. N` 40 61 9gE70EE ......,...„../ / SCHEMATIC 0 DESCal ID s '' r p 6 61R ST. d �' ( l' GRAPHIC SCALE 141D.E-T' 2 VICINITY MAP !IIu\ C1 0up 2 (o•.EET) 1 nmBTCfE NO. z .2on m • z 1 11a 0Aro ;Z i ) o.1 S a+ N IlL—:,• .,- a 1 i rn i T 111 !!- i8 11150gp_v i _- '. • - ---_ - _�- 11 I,, 'F� I- '_.� 4- . 6 :., .uF e T. im . .) o")wi �� H mi ce S1 $$ ; n n 2 i iY lr v -- - - .. 1 ,, 4 • . . n n r E81 9 Ti • 1 IR 1 II i:1 il ill -9—r (\ il' ' ii li N . •%—,.., 0 1 A h § gR . Si R h P 41 0. 0 qi a w i ,. .i !. ! , „ . , p 6 ' h -1 r-ii R .14. • A Uf M. , ) op IT—1-.I'4 4,,jap t,j..-*1 ji\I'gr4all4it1t.1 ;,,-t'.. ). ,druiir: � 'I„WlPi—IIR•iMI."V''c4lliA.'EV tl‘,t.,..i=iil'". t � ,era'+rx:�:�'sE s;',r: IIII'Idp=NIII F f o' (, 56• hx `. i.,. • IIIiIIJIrir %��:r':, ,1. 119-II 1 . u 4,7 .. r V.,.1 y�� =111111-111N-1111! ��� / '"-.??"`'s'1 1 g g; 4 • c ull=ll I1�k\,1 'r 1 1 ff: —IIIIII,e;o —11171' �i;�6�� �:< ��t� � - '�.� . mad P� 1 1 del R'' 8- a_ 1 a 61 o^�dui JD Q D 2000,FUEL STATION II` B,nmbnugh,yPaoualev ;""��" �n� 7.1 SAFEWAY STORES INC. li ,y 1 1 200 SOUTH 3rd'STREET - 'Waters `""` "®'0""" 7 124th STREET NE 111!!! rrr��� ru oxrmI "I-5 RENTON, WASHINGTON � Y'=zo'o' I UE, WASHINGTON 98015 • . w • • NOTE: IS) 1'ME En nno sit Is A PAYED PART. 0i.IRE EnJRNO NNWx0 E1EV•Pw rs 6J-: WAY _0• a RED E Y 26 ON rasa• BAsaly Ml.RUSE SEE BELOW fOR _ 14.14101 ONSAF RID Pu�,Dx DEIAYID 050 { _ pµ0.a0laE RID -D•}'6•'-0' 2 E00201S.AVERAGE GAGE uYn + E 0}]C FASCIA.COLOR:roeII ��N(� ro NEAM PROPOSED S L.. y-y�_ (�/�2 �,�,/)/� , ,101,5 x0 E,SE. 51RUC11WI b Fes c�JJi�UY E 1/1%/P,1 9RU4E.C I AR➢ i (`1,) i� 01 lxE Damu1E 011 •!AL- WICK 012C i� 0 wu.R.CaaR g 0 I I �w;E.TP. b - --- cn W It b I J BODE SON e•DECAL COLOR. jZ- . ® 60 DISPENSER TOPPER W ii PROPOSED GOU1D a SN 1 ER Y.31 GaAEI P41 X W 1- ENS.:3127' - G EX.JI 11 I''� ,010 O Z (:lil�l—pA flew! ' WARD POS. �' N ELM 30.60. LT II � / I r.,��'�l�=�� I mac nnE CO _c En SAFEWAY LOGO DECAL COICIf IAAD,FOR DARK wAV N RED PANIp2 032C Q EA.1 n 8 PROPOSED FUEL STATION WEST ELEVATION D /� R1EL STATION SOUTH ELEVATION D�.D��� W I/6.1-d (.} ro•-a LL Cl)) I 05-29-00 • SINIY LS VV( 11 r y771 11 l II I MINIM ELEV.J13 O�- sRI n01PROS SED C COO II- m�ia1R'BOVE OnS FOR D122 E qyy I ;WPM(ROUND DOSED GaRO - k_ry .ELEV.}L20• EnSint G0.A10 ` r( G wPMD 11111."ii- Iil �ri 1 . . II uEvxim• I 'LI��i1. 7 P9OPOSED FUEL STATION EAST ELEVATION I. I � • = 3 FljfrL STATION NORTH ELEVATION •1CN CNm1 P4s1ER PAR 10 00101 STUCCO x.A.C.o. inP) (9P) g PAM NENt uG MRRx0,PIPIT m .SIER FB.MN) ICW CNENJ.900 \ - �N,o N:10 Ens N(NW) • (13P) 6i7 CO. STORE q FLUORESCENT IwNTwc�� ,lNIJmEue•cnmaR 50fES / i R±j ARcxi I00(7N s W' & IWt 91EU.By B-M-m.Cm a» CONTROL ANl(T9,) Q niu5•CIpN ORANG SUPPLIER '� I ) Wn IRANSA[Jbx ORAv(R OJMSERH I�■ salu�C0a Pan Svm1Q BUR 1 • 12 : _ g 2 O0-10266 ROUGH OPEN,.2 r. 'mil(�) C ! _ (14 X A-(N)CONNECT TO _ _ _ 11R TRIMS CC.,(03) ' • 462-6231 013)462-1. ' '. Q J `_:_• • '. •RaPOsI(im) I'� �, I '1' ••, PRE CAs1 STONE CAP I .) 0 I— PF6ERI✓m Y➢F1N 60111 IAC[BEWI AGIIR MP.) • A 1/2.PRE�ID YIN. e w o • A ADJJSNCNI AREA ADJUSIIU1i ARF• Q 1— 0,9 6 KIOSIS WEST ELEVATION 0 NOR;SOUTH ELEVATION 0 Cl) -0 pPI-0 G H•1_o J M EA 3 - I I s IR'•m SEE ROOF INN I = z 0 f/r PER FOOT swE _�1 ron�uED11. mAEaGE 0 0 {I o w Ki I I - .• �N � MICA 601. .7 OFFICAL NO. 11= / J 0' I yj EXiHtlOH _ _ I}I1 • PipJECf A-3 KK,OSK EAST ELEVATION 0 2 • B KKIOSK CROSS SECTION 0 2 1 8 • - 5 li..l a )..1 1 ,15pg NORTH ELEVATION # 3 • I City of Depa e f tanning/Building/Publ rJo ENVIRONMENTAL & DEVEL PMENT APPLI N REVIEW SHEET REVIEWING DEPARTMENT: 'Nice..., COMMENTS DUE: JUNE 7, 2000 APPLICATION NO: LUA-00-059,ECF DATE CIRCULATED: MAY 24,2000 APPLICANT: SSOE, Inc.Architects/Engineers PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: Safeway Fuel Station WORK ORDER NO: 78685 LOCATION: 112 South Third Street SITE AREA: 12,054 sq.ft. I BUILDING AREA(gross): 2,734 sq.ft. SUMMARY OF PROPOSAL:The applicant is proposing to construct a gas station in the southwest corner of the existing Safeway parking lot. The station would include a 2,470 sq.ft.canopy,a 264 sq.ft.attendant kiosk and four fuel pumps. The project would require the installation of two 20,000-gallon underground fuel storage tanks. The proposal was approved as a minor modification to the approved site plan for the Safeway development(File No. LUA-98-052). A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary 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 Preservation Airport Environment 10,000 Feet • 14,000 Feet 1.41 Cis 0-orwa cct 7 izu7); L bA10161c B. POLICY-RELATED COMMENTS 0 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 ad itional information is needed to properly assess this proposal. �- Z-2d-es Signature of Director or Ad Representative Date Routing Rev.10/93 City of R}�,.�.;n Department of Planning/Building/Public ENVIRONMENTAL- & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Covy-tfuck-w-f\ SeNIcf q COMMENTS DUE: DUNE 7, 2000 APPLICATION NO: LUA-00-059,ECF DATE CIRCULATED: MAY 24,2000 APPLICANT: SSOE, Inc.Architects/Engineers PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: Safeway Fuel Station WORK ORDER NO: 78685 LOCATION: 112 South Third Street SITE AREA: 12,054 sq.ft. BUILDING AREA(gross): 2,734 sq.ft. SUMMARY OF PROPOSAL:The applicant is proposing to construct a gas station in the southwest corner of the existing Safeway parking lot. The station would include a 2,470 sq.ft.canopy, a 264 sq.ft. attendant kiosk and four fuel pumps. The project would require the installation of two 20,000-gallon underground fuel storage tanks. The proposal was approved as a minor modification to the approved site plan for the Safeway development(File No. LUA-98-052). A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary 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 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 properly assess this proposal. . 6 ! 3/J Signature of Director or Authorized Representative Date Routing Rev.10/93 ! City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL &DEVELOPMENT APPLICATION REVIEW SHEET Reviewing Department: Surface/Wastewater Comments Due: DUNE 7,2000 Application No.: LUA-00-059,ECF Date Circulated: May 24,2000 Applicant: SSOE,Inc.Architects/Engineers Project Manager: Lesley Nishihira Project Title: Safeway Fuel Station _ Work Order No: 78685 Location: 112 So.Third Street Site Area: 12,054 sq. ft. Building Area(gross): 2,734 sq. ft. A. Environmental Impact(e.g.Non-Code) Comments No Comment. B. Policy-Related Comments No Comment. C. Code-Related Comments Surface Water: This site was included in the drainage system that Safeway installed in accordance with the 1990 K.C.S.W.D.M. If no additional impervious surface is added to the site no surface water (SDC) fees will be required. Wastewater: The pump island pad will require a drainage system to collect and direct run off water to an oil/water separator and discharge to. the sanitary sewer. The new building will be required to connect to the sanitary sewer via side sewer permit at $80/connection. Wastewater (SDC) fees of$0.078/sq. ft. of site area will be required with redevelopment credit to apply. /4904,4,1-1_44e 00 Signature of Director or Adthorized Representative Date Lua00-059 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL&DEVELOPMENT APPLICATION REVIEW SHEET Reviewing Department:Water Comments Due: JUNE 7,2000 Application No.:LUA-00-059,ECF Date Circulated: May 24,2000 Applicant: SSOE,Inc. Architects/Engineers Project Manager:Lesley Nishihira Project Title: Safeway Fuel Station Work Order No: 78685 Location: 112 So. Third Street Site Area: 12,054 sq. ft. Building Area(gross): 2,734 sq. ft. A. Environmental Impact(e.g.Non-Code) Comments No Comment. B. Policy-Related Comments No Comment. C. Code-Related Comments The project has one existing fire hydrant within 150' of the site and two existing fire hydrants within 300' of the site. No additional water main or fire hydrants will be required to meet the fire flow/fire code requirements per Renton Fire Dept. New water meter for domestic service will be required and will require a backflow prevention device to protect the water system. Water system development charge(SDC)fees of$0.113/sq. ft. of site area will be required with redevelopment credit to apply. ilee: Signature of Director or Au orized Representative Date Lua00-059 A \ City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL &DEVELOPMENT APPLICATION REVIEW SHEET Reviewing Department: Transportation Comments Due: JUNE 7,2000 Application No.:LUA-00-059,ECF Date Circulated: May 24,2000 Applicant: SSOE,Inc.Architects/Engineers Project Manager: Lesley Nishihira Project Title: Safeway Fuel Station Work Order No: 78685 Location: 112 So. Third Street Site Area: 12,054 sq. ft. Building Area(gross): 2,734 sq. ft. A. Environmental Impact(e.g.Non-Code) Comments No Comment. B.Policy-Related Comments No Comment. C. Code-Related Comments The site has curbs, gutters, sidewalk, street paving and street lights in place on the adjacent street(So. 3`d St). No additional street improvements are required. Traffic mitigation fee of$75/trip will be required(see attached calculated mitigation amount). 6— 0® Signature of Director or Authorized Representative Date Lua00-059 I Ll ( Y 0 IC'et + t•R • c � . 1•1111111111BANSPORTATIONIMITIGATIONITEEnsamom Project Name Sc,fz u�a Gus 57-u�io1i Project Address ( I 0 S. 3 V`( 5 t Contact Person Stakt �e Pau lu5 5 50 E Address Phone Number 425 - 827 - 2950 Permit Number LUA - 00 - 056( Project .Description k)euJ Ccci i 5 fan 5 ) cOVkte✓ e/X/51-I"i GIDLZ)tl t Sal:�.i tc.�, 2470 5. ! • 6-awc��+y 261/ 5� a tt evi dAka. k►o 5 lc + ) fat t./ p ti rtl J 5 . + r !LA, - 5havec( w ix7 Land Use Type: Method of Calculation: seiza-,;(,,j ❑ Residential 0 )TE Trip Generation Manual "Retail Traffic Study 15`Iv e6 vc voI14 i' r O Non-retail 0 Other P✓/4 ,1 iv? • Calculation: Per . �r��7tf,c sfi1d7 pve paved 3/2z/v ) b y He f: v vt l raHSPo;tcc4ory . AJ pick) ctvc✓ccc da►IL zr'p5 -. 2 /0 a(allc/ 7vi,os At 375 (2.2.1 daiti tr,P ( $75) (210) = 151750. "" CiU Transportation Mitigation Fee: 1-5 750 Calculated by: �e(I. L/1'2Z Date: 5/24/00 Date of Payment City of 1:`„.:an Department of Planning/Building/Public, ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:T-w-c, COMMENTS DUE: JUNE 7, 2000 APPLICATION NO: LUA-00-059,ECF DATE CIRCULATED: MAY 24, ECE 11 ki APPLICANT: SSOE, Inc.Architects/Engineers PROJECT MANAGER: Lesley PROJECT TITLE: Safeway Fuel Station WORK ORDER.NO: 78685 MAY 2 4 2000 LOCATION: 112 South Third Street SITE AREA: 12,054 sq.ft. BUILDING AREA(gross): 2,73 sq.ft. CITY OF RENTON FIRC DEPARTMENT SUMMARY OF PROPOSAL:The applicant is proposing to construct a gas station in the southwest rner of the existing Safeway parking lot. The station would include a 2,470 sq.ft.canopy,a 264 sq.ft.attendant kiosk and four fuel pumps. The project would require the installation of two 20,000-gallon underground fuel storage tanks. The proposal was approved as a minor modification to the approved site plan for the Safeway development(File No. LUA-98-052). A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary 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 Preservation Airport Environment 10,000 Feet d , 14,000 Feet B. POLICY-RELATED COMMENTS „ q • C. CODE-RELATED COMMENTS dila/ cited We have re ewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas her;additional infor f n is needed to properly assess this proposal. el/I'm-42 • 06 Signat'jr-of Director or Authorize epresentative Date Routing Rev.10/93 (Y ti O + ® . CITY OF RENTON �, FIRE PREVENTION BUREAU - iv,-,co MEMORANDUM DATE: May 25, 2000 TO: Lesley Nishihira, Planner FROM: Jim Gray, Assistant Fire Marshal n k SUBJECT: Safeway Fuel Station, 112 S 3rd St. MITIGATION ITEMS; 1. A fire mitigation fee of$1,284.40 is required based on $.52 per square foot of the building square footage. FIRE CODE REQUIREMENTS: 1. The preliminary fire flow is 1500, one hydrant is required within 150 feet of the structure and one additional hydrant is required within 300 feet of the structure. 2. Separate plans and permit are required for the installation of flammable and combustible tanks, piping and monitoring alarms. Please feel free to contact me if you have any questions. -1 l City ofRenton Department of Planning/Building/Public works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Lc-ovtovv\tc. De.VeloDVYle OMMENTS.DUE: JUNE 7, 2000 APPLICATION NO: LUA-00-059,ECF DATE CIRCULATED: MAY 24,2000 APPLICANT: SSOE, Inc.Architects/Engineers PROJECT MANAGER: Lesley Nis ihirRom. y;" . .. PROJECT TITLE: Safeway Fuel Station WORK ORDER NO: 78685 LOCATION: 112 South Third Street MAY 2 4 2000 SITE AREA: 12,054 sq.ft. I BUILDING AREA(gross): 2,734 s,.ft.ECONOMic DEVELOPMENT. NCIQ_MBurimuULS, SUMMARY OF PROPOSAL:The applicant is proposing to construct a gas station in the southwest co - : sT parking lot. The station would include a 2,470 sq.ft.canopy,a 264 sq.ft.attendant kiosk and four fuel pumps. The project would require the installation of two 20,000-gallon underground fuel storage tanks. The proposal was approved as a minor modification to the approved site plan for the Safeway development(File No. LUA-98-052). A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable. Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water LightGlare 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 S, iivs 15 0 6-5 1 e.,ry 47,ez i P Lo - eovwr-t,eFra-c-t A'L I rJ z t-I- Gor�PIl?61-Fzml5 6'Z-19w . (�I O eb/ l G i 1 Ss U 1%-3 .. Fad. S 7 4 J 7 urz.l C_ �'L41-nrrv-i 1'v . C. CODE-RELATED COMMENTS We have reviewe• -•• . - '-. ion with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where .,ditional info . p --eded to properly assess this proposal. p /401, th/2/00 Signature •"•ir•or orAutho •d Re resentative Date 9P Routing Rev.10/93 City Ul-rwenton Department of Planning/Building/ .Yorks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: 10...V'kS COMMENTS DUE: JUNE 7, 2000 APPLICATION NO: LUA-00-059,ECF DATE CIRCULATED: MAY 24,2000 APPLICANT: SSOE, Inc.Architects/Engineers PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: Safeway Fuel Station WORK ORDER NO: 78685 LOCATION: 112 South Third Street SITE AREA: 12,054 sq.ft. I BUILDING AREA(gross): 2,734 sq.ft. SUMMARY OF PROPOSAL:The applicant is proposing to construct a gas station in the southwest corner of the existing Safeway parking lot. The station would include a 2,470 sq.ft. canopy, a 264 sq.ft. attendant kiosk and four fuel pumps. The project would require the installation of two 20,000-gallon underground_fuel storage tanks. The proposal was approved as a minor modification to the approved site plan for the Safeway development(File No. LUA-98-052). A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary 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 Preservation Airport Environment 10,000 Feet 14,000• Feet B. POLICY-RELATED COMMENTS (. /' C. CODE-RELATED COMMENTS t 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 whert_a ditional information is n ed to properly assess this proposal. (e0;/frrZ Signature of Director or Authorized Representative Date Routing Rev.10/93 e w�hE�..30D.feet.of.th.e:sc�b e.Gt sit .... PROJECT NAME: Ev6 / APPLICATION NO: LU6 • re - 6 59 , The following is a list of property owners within 300 feet of the subject site. The Development Services Division will notify these individuals of the proposed development. NAME ADDRESS ASSESSOR'S PARCEL NUMBER �o�.1 OEv�G OF ENSpREN . (Attach additional sheets, if necessary) . q P.. (Continued) NAME ADDRESS ASSESSOR'S PARCEL NUMBER • • ��^� Applicant Certification • •I, =1 Z L i Y"' I r l l2�/)rJ/v , hereby certify that the above list(s) of adjacent property (Print Name) owners and their addresses were obtained from: [Title Company Records "�E�TE WF�'•,� ❑ Kin-. County Assessors Records �U°'v�GoMM•Fx;�.?'F�•.,� j j AOTA/iy • '• Signed Date /S ' .s s p • 2 IHPNncan►1 a cn' UBLIC C NOTARY J®®•.oFOF• ••\kw'0� ATTESTED: ubsc i ed and sworn before me, a Notary Public, in and tie Sfateta „gafttngton, residing at '7/e Cl c> on the 3 day of /A , 2�a. Signed re---- --- (///.—gig ---" (Notary Public) :::.:..;. .or..Ci .. a to .Else.......:.. .. ........ .. ... • • ::".•�:::>: ..:: .-.:.; ::.;: :::. :.:::�:: ;:.:::;:�.::. -..: . . ..,:hereby.certify that:;notices.;of the,proposed:applicatenwer•e.mailed.to `; < Em a :;< :;>:;;::>:::::;::;::::.—..-„...;:•:..:.:::.;;:::.....;;:.;:.:.;::.;..:..;::; :.;.::.;;;:;::: .;;:;;..;,:.;:. .:..:::.::... :..:.:... � :.:.. .:::..:.:.;;;::.:.;:.;;:.;:.:.:.. :.:»�:: :;::::.>:;:.. :. :..::: : ., :... . .. .:. ...: • ATTE..,: _ « �o : tti efore:rife ;a Nta:::P til c:rrt and:f..or;.the::State of • Wash n"�ton..residin :: 8f:' E .::....::: . . .. ..:.the.: : .:.:A": daY of • :..,20-;'JCS: St o -'11 pr p.doc REV 03/00 MARILYN KAMCHEFF MY APPOINTMENT EXPIRES:6-21 03 2 • 05/10/00 10:56 FAX 206 628 3947 LANDA�iERICA TRANSNATION C�001 TRANSNATION TITLE INSURANCE COMPANY WA 9,4J01 National commercial Service; I Park Place Building I Suite 1910 17200 Sixdt Avenue Seattle, 206-628-2822 I fax 20G- 28-06.31 Transnation Wednesday,May 10, 2000 Xiaoli Liu SSOE Engineers &Architects,Inc. 3015 112th Ave.NE Suite 101 Bellevue, WA 98004 RE: Customer Service Information Request Site/Subject: Renton Safeway CSID#: 1549 Dear Ms. Liu: This letter is to verify that Metroscan has not changed or updated the parcel map used to determine all parcels within a 300-foot radius of the subject properties- In addition, the mailing addresses for the parcels included in the original search remain unchanged. A new printout of these mailing addresses is attached for your review. In summary,the information provided to SSOE on March 24th is still current. Should you have any questions upon reviewing the enclosed materials,please contact me at (206) 628-2727 or (800) 232-8388. Thank you for using Transnation for your real estate needs! Yours • Qom' David G. Thompson Accounts Representative THE INpORMA'1ION PROVIDED DOES NOT CONSTITUTE A TITLE INSURANCE COMMITMENT.GUAR4NIEE OR POI,ICY. Therefore,the information provided does not contain the requirements and exceptions that would appear in a commitment to insure and does not contain the exceptions that would appear in a guarantee of policy. No express of implied opinion,warranty.guarantee_insurance,abstract or other assurance is given about the status of title to the land. The information provided has been taken from the public records, but the information does not include matters disclosed by a general index(name)search and doc.4 not reflect unindexcd,misindexcd,unrecorded or off- record matters that may affect title to the land. In providing this information,the Company assumes no liability for any documents,instruments,or proceedings which may contain defects that would render such documents,instruments or proceedings null,void or defective,and the Company assumes no liability for any inaccuracies or defects in any of the documents,instruments,proceedings or information attached. The Company assumes,but has not confirmed,that all instruments in the chain of title to the land are valid, The Company's liability for the information provided is limited to the amount paid,if any, for which the information is prepared. 05/10/00 10:56 FAX 206 628 3947 LANDAMERICA TRANSNATION 11002 000720 0003 000720 0054 000720 0060 lames&Beverly Cooks Fred&Erna Sandoy Renton School Dist 403 60 SW Sunset Blvd 220 Shattuck Ave S 435 Main Ave S ' Renton, WA 98055 Renton, WA 98055 Renton,WA 98055 . 000720 0060 000720 0060 000720 0060 . Renton School Dist 403 Renton School Dist 403 Renton School Dist 403 435 Main Ave S 435 Main Ave S 435 Main Ave S. Renton,WA 98055 Renton,WA 98055 Renton,WA 98055 000720 0101 000720 0115 000720 0116 Fred Schoen&Jessie(Zafer Maoris Gene&Huong Sens Gene&Huong Sens PO Box 7600 7259 S Sunnycrest Rd 7259 S Sunnycrest Rd Los Angeles,CA 90051 Seattle, WA 98178 Seattle, WA 98178 000720 0123 000720 0124 000720 0126 Frederick Steiner J J J Inc Anna Malesis LIc 10856 Rainier Ave S PO Box 63931 26I Taylor Ave NW Seattle,WA 98178 San Francisco,CA 94163 Renton,WA 98055 000720 0131 000720 0132 000720 0137 Ma-s_Umberto Barei Ronnie&Roberta Mcdonald Frederick Steiner 322 S 15Th St 216 NW 5Th St 1 1 1 S 3Rd St Renton,WA 98055 Renton,WA 98055 Renton,WA 98055 000720 0141 000720 0142 000720 0157 City Of Renton Aldo Zerbato Sci Washington Funeral Services Inc 200 Mill Ave S 205 S 3Rd St 1929 Allen Pkwy Renton,WA 98055 Renton,WA 98055 Houston,TX 77019 000720 0165 000720 0172 000720 0173 J J J Inc Not Available From County Ronnie&Roberta Mcdonald PO Box 63931 3300 Island Crest Way 216 NW 5Th St San Francisco, CA 94'163 Mercer Island,WA 98040 Renton, WA 98055 000720 0184 000720 0188 000720 0190 Sci Washington Funeral Services Inc City Of Seattle Eterprises Malesis 1929 Allen Pkwy 710 2Nd Ave#9Th 12865 SE 223Rd Pl Houston, TX 77019 Seattle,WA 98104 Kent,WA 98031 000720 0199 000720 0199 000720 0199 Safeway Inc Safeway Inc Safeway Inc 1850 Mt Diablo Blvd#250 1850 Mt Diablo Blvd#250 1850 Mt Diablo Blvd#250 Walnut Creek,CA 94596 Walnut Creek,CA 94596 Walnut Creek,CA 94596 182305 9013 182305 9033 182305 9062 Dorothy Meyer&Eugene R Meyer Matt Malaspina&Co Inc Richard&Jeanne Snyder 225 Rainier Ave S 309 S Cloverdale St#CI 263 Rainier Ave S#204 Renton, WA 98055 Seattle,WA 98108 Renton, WA 98055 05/143/00 10:57 FAX 206 628 3947 LANDAMERICA TRANSNATION L 003 182305 9063 182305 9067 182305 9070 Dale&Cheryl Walker Dennys Inc Frank Tonkin Jr. 250 Rainier Ave S PO Box 1600 3300 Maple Valley Hwy Renton,WA 98055 Rowlett,TX 75030 Renton,WA 98058 182305 9071 182305 9073 182305 9074 Safeway Inc Dorothy Meyer&Eugene R Meyer Kroswald Properties Lk 28226 193Rd Ave SE 225 Rainier Ave S 1520 10Th Ave Kent,WA 98042 Renton,WA 98055 Seattle,WA 98122 182305 9076 182305 9082 182305 9087 Accord Inc Atlantic Richfield Company Wendco NW Ltd Prtnrshp 3300 Maple Valley Hwy PO Box 512485 PO Box 256 Renton, WA 98058 Los Angeles, CA 90051 Dublin,OH 43017 182305 9090 182305 9112 182305 9118 Joseph Regis Bruce Williams Hospital Dist 1 15964 NE 15Th St 128 Rainier Ave S 440 Rainier Ave S Bellevue,WA 98008 Renton,WA 98055 Seattle,WA 98144 182305 9125 182305 9125 182305 9171 Robert&Priscilla Cox Robert&Priscilla Cox Kwai&Lcc-Yuh Hsue 124 Rainier Ave S 124 Rainier Ave S 7515 SE 71St St Renton,WA 98055 Renton,WA 98055 Mercer Island,WA 98040 182305 9171 182305 9236 182305 9273 Kwai&Lee-Yuh Hsue Not Available From County Family Trst Levens 7515 SE 71St St 100 S 2Nd St 933 Jasmine Cir Mercer Island,WA 98040 Renton,WA 98055 Costa Mesa,CA 92626 722950 0061 722950 0064 722950 0072 Kwai&Lee-Yuh IIsue Kwai-Shang Hsue Mrs.Umberto Barei 7515 SE 71St St 110 Rainier Ave S 322 S 15Th St Mercer Island, WA 98040 Renton,WA 98055 Renton,WA 98055 784130 0005 784130 0015 784130 0020 R&M Properties Llc Zatira Estate Azzola Albert&Kimiko Connolc 321 S 3Rd St 4751 Richmond Ave 232 Evans Ave Renton, WA 98055 Fremont, CA 94536 Missoula,MT 59801 784130 0035 784130 0080 784130 0090 Corp Catholic Archbishop Corp Catholic Archbishop St.Anthonys Rectory 910 Marion St 910 Marion St 406 S 4Th St Seattle,WA 98104 Seattle, WA 98104 Renton,WA 98055 784130 0100 784130 0105 784130 0120 Corp Catholic Archbishop Corp Catholic Archbishop St.Anthems Rectory 910 Marion St 910 Marion St 406 S 4Th St • Scuttle,WA 98104 Seattle, WA 98104 Renton, WA 98055 05/10/00 10:57 FAX 206 628 3947 LANDAMERICA TRANSNATION toUU4 784130 0125 784180 0045 784180 0085 St Anthonys Rectory Renton Lutheran Church World Association For Children&Pare 406 S 4Th St 200 Whitworth Ave S#01143- PO Box 88948 Renton,WA 98055 Renton,WA 98055 Seattle, WA 98138 784180 0090 784180 0105 784180 0115 Beverly Ann Blackwell Renton Aerie 1722 Fraternal Renton Aerie No 1722 Fraternal Order 2I5 Whitworth Ave S 316 S 3Rd St 316 S 3Rd St Renton,WA 98055 Renton,WA 98055 Renton, WA 98055 784180 0125 784180 0135 784180 0140 Kim Hicn Tran Pirst Ch Of Christ Scient Crillion&Edna Lockhart 7908 44Th P1 S 220 Whitworth Ave S#01134- 400 S 3Rd St Seattle,WA 98118 Renton, WA 98055 Renton,WA 98055 • 922890 0005 922890 0015 922890 0025 Washinton Donuts Inc J J J Inc Harry&Janet Blencoe PO Box 317 5641 Pleasure Point Ln SE 112 Monterey Dr NE Randolph,MA 02368 Bellevue,WA 98006 Renton,WA 98056 922890 0035 922890 0045 llarry&Janet 13lencoe Bishop Of Ch Jesus Christ 112 Monterey Dr NE 50 E North Temple Renton,WA 98056 Salt Lake City,UT 84150 - . 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SIXTH Sr. 4_&•_./._: dri .0 I ' .Z. .' 'Ye') 1 lofe A,..,,„ • :4,9 1 MEM ---:' ).*... .WEI '•t' //I ..?...1 , .14) "4 5 ZIMI ' ' Ng . 1 . . , 4i., ; ,.... ,„ , / I --•- - '4 \' „ h7- , EIG2 .,„ • ill) t 4.. et-.--"-$' - 91 fl el. A zmc - . milma ,T. 4,,..- 77,4-n7i . .. '... • -, ,,,. * / I yyAik-- -.1 10 .0 1 .'" 4 \ .. ' . 0 .w. .' , 1 41W4* 00,.141 7-o-f-64-jj, \ •48./.. - 4707- -- ... 41-43 14 1311112 . ..: 1 cci ''' 7 3 , ' 1 46 AO'. • 41111 I -2' ":..-Li°. .42. i • • Uti�Y U�rt1 ,,t® �r� �� Comments on the above application must be submitted in writing to Ms.Lesley Nishihira,Project Manager,Development ' NT Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on June 7,2000.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. NOTICE OF APPLICATION Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. AND PROPOSED DETERMINATION OF NON- CONTACT PERSON: LESLEYNISHIHIRA(425)430.7270 SIGNIFICANCE—MITIGATED (DNS-M) !PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE: May 24,2000 a ___ 1 .18. s RENTON 327E LAND USE NUMBER: LUA-00-059,ECF • ---- `-' - \� "-�'�u' II _— anmr Y t\.. nmr, . enr.•. 0 \.... .. Y ^n Tr t APPLICATION NAME: SAFEWAY FUEL STATION a c' s PROJECT DESCRIPTION: The applicant Is proposing to construct a gas station in the southwest corner of \ `' •a" the existing Safeway parking lot.The station would include a 2,470 sq.ft.canopy,a 264 sq.lt.attendant kiosk and four fuel is Cj, Y OF RE TO Al PORT Q . - ., �� pumps.The project would require the installation of two 20,000-gallon underground fuel storage tanks.The proposal was v : J. approved as a minor modification to the approved site plan for the Safeway development(File No.LUA-98-052). M i !a -i �� a _, PROJECT LOCATION: 112 South Third Street * 5 d.-' ' > 9 O � z . --d-i r _O 1, OPTIONAL DETERMINATION OF NONSIGNIFICANCE-MITIGATED(DNS-M):As the Lead Agency,the City of o'iQ a.,-vv."i;:'+ �" �' j j _.r Renton has determined that significant environmental impacts are unlikely to result from the proposed project.Therefore, f '' ; 1 I' -• as permitted under the RCW 43.21 C.110,the City of Renton Is using the Optional DNS-M process to give notice that a - . .. I O C S "--. fi7 `�qy 7 q L� DNS-M is likely to be issued.Comment periods for the project and the proposed DNS-M are Integrated into a single fl ;' 0 - 'e2 comment period.There will be no comment period following the issuance of the Threshold Determination of Non- a' " „ {(„Vd.• .' Rk RE9�S4Y_: `:.�o,p• j}' Y F�. Significance Mitigated(ONS-M).A 14-day appeal period will follow the Issuance of the DNS-M. fi' "S rc 5..',J; ---- PERMIT APPLICATION DATE: May18,2000 ti , Y•_ 1I , c,s,& (00.4a ?%19'8 • o.-.11- . NOTICE OF COMPLETE APPLICATION: May24,2000 te :110jCilgEZR•�G'_,(B•at., .•.,�tttttttrr® o11 u-cIiR 9_(;f`'^a:,-..''ip, . m'i rPermits/ReviewRequested: Environmental(SEPA)Review • I!. ',- _ I I `� r..Other Permits which may he required: Building,CansWdion and Fire Permits _ - ` ®;be revlewd Svidles: Geetechnical Repod,Storm Drainage Report ' • .,. •�,i r -,.. TSSedd Location where application may T.S ......,�l .! i- •Nu (I • Planning/Building/Public Works Division,Development Services Department, _ ,,,� •-, m16y��• •.-___ '.., 1055 South Grady Way.Renton,WA 98055 4. '11 - » !F� ■ rLs • PUBLIC HEARING: N/A i0)"3-1' rd v_ I� i. ..� 3-m` CONSISTENCY OVERVIEW: - t \ ryi �. F2 ".� Land Use. The subject site Is designated Employment Area Commercial(EAC)on the a.. g, - ■I5e '4! 4 "'�''�'I -,'•` r 12 City's Comprehensive Plan Land Use Map and Commercial and Commercial - r . .. �.. `-. 1, Ih:; Mi»M S/n f •Arterial(CA)on the City's Zoning Map.The proposed use of the site,as a �9�� 0 a ®�"�-F,. '-� ��G�j �ei -�;��' gasoline service station,Is considered a primary permitted use in the CA zone. • 11s- d w�a'a'k:7,S��1 -,; ® *- it t -� The proposal is consistent with both of the Comprehensive Plan and Zoning �,� t _ a• 9er •q-il r., ' designations. �•, y 1�" Environmental Documents that .--.->e • s "' sr •� Evaluate the Proposed Project: N/A s 2 , •'iF '. _ +:! ..a h.� y .-. Development Regulations `fin- s y�g L wn�1tl f[�:3! ,• ®" {•°s 'n` • Used For Project Mitigation: The project will be subject to the Citys SEPA Ordinance,Zoning Code,Public 2`�:, q a'r`, 4 �r ;_ Works Standards,Uniform Building Code,Uniform Fire Code and other - W.sW3rua /� C W \,.., ,' •N applicable codes and regulations as appropriate. .4-.-•-1 ? ti,'r'jam' 5�r„4 ra Proposed Mitigation Measures: s'a v �;n i '� •______e-pg!I�El 6, N 1. The applicant will be required to pay the appropriate Fire Mitigation Fee based on$0.52 per square toot of new ��� N ;o"� _¢a �'W i+z 2. The applicant will be required to pay the appropriate Traffic Mitigation Fee based on 575 per net new average daily \3 ix. b=•8.- Ir., ' . Mir . trip associated with the project. ^® ...� arc sr "`°.3 -' 3. Temporary Erosion and Sedimentation Control Measures shall be installed and maintained to the satisfaction of - -�\; ,� 1 "'R,y1. -q e1• ira' the representative of the Development Services Division for the duration of the project. •gm a. a•�� Q I_ •m it 5. 12 H zc g / - ._r NOTICE OF APPLICATION — -' - .,5__ �rx.�----,rn r jai—,' ,a CERTIFICATION I, Ajr(.€ faBa u , hereby certify that 3 copies of the above document were posted by me in 3 conspicuous places on or nearby the described property on .Mimizq, zco C Signed: ?/ - ATi'EST: Subcribed and sworn before me,a Nortary Pu ic,in and •r the State of Washington residing m t -in ,� , on the j �` day of�. .,,_,L 2000 • MARILYN KAMCHEFF -,-�-� • NOTARY PUBLIC ! e STATE OF WASHINGTON MARILYN KAhRCHEFF - COMMISSION EXPIRES ' MY APPOINTMENT,EXPIRES:64943DUNE 29,2003 r U YPL'NTO� NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE - MITIGATED (DNS-M) DATE: May 24,2000 LAND USE NUMBER: LUA-00-059,ECF APPLICATION NAME: SAFEWAY FUEL STATION PROJECT DESCRIPTION: The applicant is proposing to construct a gas station in the southwest corner of the existing Safeway parking lot. The station would include a 2,470 sq.ft.canopy,a 264 sq.ft.attendant kiosk and four fuel pumps. The project would require the installation of two 20,000-gallon underground fuel storage tanks. The proposal was approved as a minor modification to the approved site plan for the Safeway development(File No.LUA-98-052). PROJECT LOCATION: 112 South Third Street OPTIONAL DETERMINATION OF NON-SIGNIFICANCE—MITIGATED(DNS-M): 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.110,the City of Renton is using the Optional DNS-M process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single jl l:f✓ comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance Mitigated(DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: May 18,2000 NOTICE OF COMPLETE APPLICATION: May 24,2000 Permits/Review Requested: Environmental(SEPA)Review Other Permits which may be required: Building,Construction and Fire Permits Requested Studies: Geotechnical Report,Storm Drainage Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARING: N/A • CONSISTENCY OVERVIEW: Land Use: The subject site is designated Employment Area—Commercial(EAC)on the City's Comprehensive Plan Land Use Map and Commercial and Commercial Arterial(CA)on the City's Zoning Map. The proposed use of the site,as a gasoline service station,is considered a primary permitted use in the CA zone. The proposal is consistent with both of the Comprehensive Plan and Zoning designations. Environmental Documents that Evaluate the Proposed Project: N/A Development Regulations Used For Project Mitigation: The project will be subject to the City's SEPA Ordinance,Zoning Code,Public Works Standards,Uniform Building Code,Uniform Fire Code and other applicable codes and regulations as appropriate. Proposed Mitigation Measures: 1. • The applicant will be required to pay the appropriate Fire Mitigation Fee based on$0.52 per square foot of new construction. 2. The applicant will be required to pay the appropriate Traffic Mitigation Fee based on$75 per net new average daily trip associated with the project. 3. Temporary Erosion and Sedimentation Control Measures shall be installed and maintained to the satisfaction of the representative of the Development Services Division for the duration of the project. NOTICE OF APPLICATION s Comments on the above application must be submitted in writing to Ms. Lesley Nishihira, Project Manager, Development Services Division, 1055 South Grady Way,Renton,WA 98055,by 5:00 PM on June 7,2000. 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: LESLEY NISHIHIRA (425)430-7270 • PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION _ EYa18723.5 RENTON 327E 42. .7,, t...!,_., .{I' - •Govl.Lol [8.10 Ac es ' IL75 Acr s 12.10 Acres 1 .a 1M . 2 rnCa �.• 1 x., .•W . '' D......„..... ` J�' Sao:sre i ' ej', Y OF RE TON Al PORT • t I {II' 'y� o •N - it --_--,t,:a.,7:;..i"Ir 1.'irl;?4.I.:.,,,,.. AIRPORT• W WAY 114 'PiL S F, • S TILL/CUM V'ST :(�7q . is N. .el"..-, ~\ ,gii la , . . 2 ‘47k:\-.-6g3 2q ma 4;A \ S ^ TOB/N S: _�` s'•, a 7:1, ~ems,,. Qq' Yld f_4II CM ,.I�j _".„,.,�rh-' '+.5,,: cFr-. V• ., o m SC �''� •;,....TI-.:-._7,,....-, . At .. ... Fil 1=FiEi . • y6 Q I 11.1 I g fu, • s®MI . 4,:rtr '''N.,...„..,„,,, ,.. -„,„ C5 , guil lam . 1-11,,,,, %e z 7 iiiwil) .' ..(2 ?'°- •---t-t.42„ ., _. 'MID pa.zi iiin imi it - �° a kit "rVi`T u- i e \ �rr� 3RO ST. �1 Y--,N--... � :2 lit, \\\\ - ,4 W 5 �,4r" �t a.._.r."4: ::17.7 6` I�� 14>: ,.1Q.n: ems::-' �� � t Y. IFC.Er . s LP,Lt ru,� a.. r .A 4TN sr • \ .a; ,tis 'a•' • Ap P•a �3F• 1 , -•.� 1,d•r; \�„ w I.,�L____ __ t""r:c' .sir. at �n° . ,H� � :•am.�`-, Gov't.Lot I6 a �c -®��fi;?� ■*�. •�'ln• _ 4022 Acres I� . �dl{:>. •`\'' \ \V,,',`\ .gym• .,,,. In'T�i IF �'.,III `aaeen�4 aopvi 3 ', �M �• .,1. 5cp cu' 7 a.n t��„� .y. \ m.s.s �s 4 ,a , ;5TN ,- TEST. 2,%;_.-_-_,:__....\.7 ” \......... .C.1!:',,,,,,- leo: r,r4-re, Pailras J.6 la .7.2 M ,. .,,,,....._ ,.. qt.... ,..3•!?...p.p._.1 “OR 411_..,_-e',TED''-,_Mai i...4.1'.-ff.00 \ '^ '� Z-B,f�"MA Z-m a�� t 5.~ Y-`",,,,,,,,..; -'e rt� \\\•'' a S W M 1 ST •imp . 12 � :� - 0 . ,.� moors c�u�r ..".., ,.. : ",6L:z. 0.- -p .- ....t. ' I •s.w-hrx_._..ram r.....—�j.5;---•-•TTH'----ST.-._._...._._.s. _-�53,1 ATLAS OF SEATTLE ,,,a' I i,t` ;=,y. CITE'. ~_�.)F RENTON ' ,., . ..ill ' °4 .. Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator May 24, 2000 • Mr. Stanley Paulus SSOE, Inc. Architects/Engineers 3015— 112th Avenue NE, Suite#101 Bellevue, WA 98004 SUBJECT: Safeway Fuel Station Project No. LUA-00-059,ECF Dear Mr. Paulus: The Development Planning Section of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. The Environmental Review Committee tentatively schedules it for consideration on June 13, 2000. Prior to that review, you will be notified if any additional information is required to continue processing your application. Please contact me, at(425)430-7270, if you have any questions. 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PROJECT OR DEVELOPMENT NAME: 3snda-Chern- SAFEWAY STORE#1563 FUEL STATION NAME� • SAFEWAY, INC. '' 110 & 108th S. 3rd Street — Renton PROPERTY/PROJECT ADDRESS(S)/LOCATION: ADDRESS: LOCATED ON SW CORNER'.OF EXISTING SAFEWAY 1121 124th AVE. NE PO BOX 85001 PARKING LOT, ALONG S 3RD ST. ABOUT 300 ft. EAST OF RAINIER AVE. N CITY: ZIP: KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): BELLEVUE 98015 000720-0004-05; 000720-0212-03 • 000720-0199; 722950-0140-00 TELEPHONE NUMBER: EXISTING LAND USE(S): 425-455-6507 PARKING LOT FOR SAFEWAY GROCERY STORE PROPOSED LAND USES: NAME: 'CONSTRUCTION OF 4-DISPENSER GAS STATION WITH STANLEY PAULUS 1•'PERSON KIOSK AND OVERHEAD CANOPY • COMPANY(if applicable): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: SSOE, INC. ARCHITECTS/ENGINEERS COMMERCIAL EMPLOYMENT AREA ADDRESS: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): 3015 112th AVE. NE, Suite 101 COMMERCIAL EMPLOYMENT AREA CITY: ZIP: EXISTING ZONING: BELLEVUE 98004 CA COMMERCIAL ARTERIAL TELEPHONE NUMBER: 425-827-2950 PROPOSED ZONING (if applicable): CA COMMERCIAL ARTERIA L • SITE AREA(SQ. FT. OR ACREAGE): • NAME: SAME AS APPLICANT 12054 SQ. FT. (PROPOSED/MODIFIED SITE AREA . DEVE9IN5 STATION) CITY OF REM'O�NIfVG COMPANY(if applicable): PROJECT VALUE: $400,000.00 MAY 18 2000 ADDRESS: IS THE SITE LOCATE IN�I �A03+II R PROTECTION AREA? NO CITY: ZIP: IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY SENSITIVE AREA? TELEPHONE NUMBER: NO. ...'..............:.......... :..:- -r•:•:..v:...::-.::...•.::: :•:-:::.v:::: . ::.;.,.:....:v::: .. ..:.,:::::,,. 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PLAN AMENDMENT . $ REZONE $ _LOT LINE ADJUSTMENT $ SPECIAL PERMIT $ SHORT PLAT $ _TEMPORARY PERMIT $ TENTATIVE PLAT $ _CONDITIONAL USE PERMIT $ _PRELIMINARY PLAT $ SITE PLAN APPROVAL $ FINAL PLAT $ GRADE &FILL PERMIT $ -NO. CU. YDS: ) PLANNED UNIT DEVELOPMENT: $ _VARIANCE $ (FROM SECTION: ) _PRELIMINARY _WAIVER $ FINAL _WETLAND PERMIT $ ' _ROUTINE VEGETATION MOBILE HOME PARKS: $ MANAGEMENT PERMIT $ _ BINDING SITE PLAN $ SHORELINE REVIEWS: _SUBSTANTIAL DEVELOPMENT $ _CONDITIONAL USE $ VARIANCE $ EXEMPTION $No Charae X ENVIRONMENTAL REVIEW $ 1000.00 REVISION $ .................................................................................:..: .. ::..AFF1�..:.1/tT;::�I.F;OV1IN...RS.:...:.::::::....:...::.�::.: I, (Print Name) ka.�EA declare that I am(please check one)_the owner of the property involved in this application,_Vhe authorized representative to act for the operty owner(please attach proof of authorization), and that the foregoing statements and answers herein contained end the information herewith submitted are in all respects true and correct to the best of my knowledge and belief. ATTEST: Subscribed and sworn to before '` +e� and �� 1 ✓''f Z for the State of/ ding at Q' : 6 (Name of Owner/Representative) U Ain '', OE ,on theo'�? at'� 4� .. 8Dd :a: a ;� tgaOTAFty V°e,10; • , PUBLIC tur a resentative) I nature of Notary Publi,J,' �oQd����• p°9_oa"' ...................... .:.::.... .. .:;:�I�-.;N`-:�}'.�.. �............................ . ................A.....AAb::.}<:: P:::<:>::. �AR.:S:.i:::.��....1.#....�C.. ..... ,>::» .......... .... : ttithL.FEE$,.:::5... . 94... tO1'At_POSfiAGE':P) O86DE5.:,:$. ... .....S, :.::. :. : :,::.. . MASTERAP.DOC REVISED 8/97 ly MAR-16-2000 11:06 FROM T~'T (EELLEVUE) COMMERCIAL TO 9E278412 P.08/12 Order No. 869236 LEGAL DESCRIPTION: PARCEL A: THAT PORTION OF THE HENRY H. TOBIN DONATION CLAIM NO. 37, IN SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. , DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHICH IS THE NORTHWEST CORNER OF SMITHERS FIFTH ADDITION TO THE TOWN OF RENTON, AS PER PLAT RECORDED IN VOLUME 16 OF PLATS, PAGE 33, RECORDS OF KING COUNTY; THENCE SOUTH 89°47 ' 00" WEST 88 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 89°47' 00" WEST 112 FEET, TO A POINT HEREIN AFTER REFERRED TO AS POINT "A" ; THENCE CONTINUING SOUTH 89°47 ' 00" WEST 100 FEET; THENCE NORTH 00°13 '00" WEST 461.75 FEET, MORE OR LESS, TO THE SOUTHERLY LINE OF CITY OF SEATTLE CEDAR RIVER PIPE LINE; THENCE SOUTHEASTERLY ALONG SAID PIPE LINE TO A POINT NORTH 00°13 '00" WEST FROM POINT "A" ; THENCE SOUTH 00°13 ' 00" EAST 200 FEET TO A POINT NORTH 00°13 ' 00" WEST 254 .81 FEET FROM POINT "A" ; THENCE SOUTH 73°51'15" EAST 208 .44 FEET; THENCE SOUTH 00°13 ' 00" EAST 76.09 FEET, TO A POINT NORTH 00°13 ' 00" WEST 120 FEET FROM SAID NORTHWEST PLAT CORNER; THENCE SOUTH 89°47'00" WEST 88 FEET TO A POINT NORTH 00°13 ' 00" WEST FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH 00°13 ' 00" EAST 120 TO THE TRUE POINT OF BEGINNING; EXCEPT ANY PORTION THEREOF LYING EASTERLY OF THE WESTERLY MARGIN OF SHATTUCK AVENUE (SHATTUCK STREET) ; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. PARCEL B: THAT PORTION OF THE EAST 1/2 OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M. , DESCRIBED AS: BEGINNING AT THE INTERSECTION OF THE WEST MARGIN OF STATTUCK AVENUE (FORMERLY SHATTUCK STREET) AND THE NORTH MARGIN OF SOUTH 3RD STREET (FORMERLY 3RD AVENUE) ; THENCE NORTH 88140'50" WEST ALONG SAID NORTH MARGIN 300 . 00 FEET; THENCE NORTH 01'19'10" EAST 250.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 88 '40'50" WEST 218.36 FEET TO A POINT ON A LINE WHICH IS PARALLEL WITH AND 30 FEET EASTERLY FROM (WHEN MEASURED AT RIGHT ANGLE TO) THE WEST LINE OF TRACT 14, RENTON SHORELANDS, SECOND SUPPLEMENTAL MAPS; THENCE NORTH 12 '22' 06" EAST ALONG SAID PARALLEL LINE 216 .17 FEET TO THE SOUTH MARGIN OF THE CITY OF SEATTLE PIPE LINE RIGHT-OF-WAY; THENCE SOUTH 88'22' 20" EAST ALONG SAID SOUTH MARGIN 176 .94 FEET TO A POINT WHICH BEARS NORTH 01'19' 10" EAST FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH 01'19' 10" WEST 211.21 FEET TO THE TRUE POINT OF BEGINNING; Page 7 MAR-16-2000 11:07 FROM TNT CBELLEVUE) COMMERCIAL TO 9E27E412 P.09,12 EXCEPTIONS (continued) Order No. 869236 EXCEPT THAT PORTION THEREOF LYING EASTERLY OF A LINE DESCRIBED AS: BEGINNING AT A POINT SOUTH 89'47' 00" WEST 300.00 FEET FROM THE NORTHWEST CORNER OF SMITHERS FIFTH ADDITION TO THE TOWN OF RENTON, AS PER PLAT RECORDED IN VOLUME 16 OF PLATS, PAGE 33, RECORDS OF KING COUNTY; THENCE NORTH 00 '13'00" WEST TO THE SOUTHERLY LINE OF THE CITY OF SEATTLE CEDAR RIVER PIPE LINE, AND THE TERMINUS OF SAID LINE; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. PARCEL C:. THAT PORTION OF THE H.H. TOBIN CLAIM NO. 37, AND THAT PORTION OF TRACT 14 OF RENTON SHORELANDS, SECOND SUPPLEMENTAL MAPS, ALL SITUATED IN SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M. , DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WEST MARGIN OF SHATTUCK AVENUE SOUTH (FORMERLY SHATTUCK STREET) AND THE NORTH MARGIN OF SOUTH THIRD STREET (FORMERLY THIRD AVENUE) , THE SAME BEING THE NORTHWEST CORNER OF SMITHERS FIFTH ADDITION TO THE TOWN OF RENTON, AS PER PLAT RECORDED IN VOLUME 16 OF PLATS, PAGE 33, RECORDS OF KING COUNTY; THENCE NORTH 88°40 'S0" WEST ALONG SAID NORTH MARGIN 300.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 01°19 '10" EAST 250.00 FEET; THENCE NORTH 88'40'50" WEST 219.46 FEET TO A POINT ON A LINE WHICH IS PARALLEL WITH AND 30 FEET EASTERLY FROM (WHEN MEASURED AT RIGHT ANGLES TO) THE WEST LINE OF TRACT 14 OF SAID RENTON SHORELANDS; THENCE NORTH 12°20 ' 05" EAST ALONG SAID PARALLEL LINE 216.34 FEET TO THE SOUTH MARGIN OF THE CITY OF SEATTLE CEDAR RIVER PIPELINE RIGHT-OF-WAY; THENCE NORTH 88°19 '25" WEST ALONG SAID MARGIN 30 .53 FEET TO THE WEST LINE OF SAID TRACT 14; THENCE SOUTH 12°20 '05" WEST ALONG SAID WEST LINE 245 .74 FEET TO THE POINT OF CURVE; THENCE ALONG SAID CURVE TO THE RIGHT WITH A RADIUS OF 254 .69 FEET FOR A DISTANCE OF 87 .46 FEET TO A POINT FROM WHICH THE CENTER BEARS NORTH 57°59'28" WEST; THENCE SOUTH 88°40'50" EAST 8.98 FEET; THENCE SOUTH O1°19'10" WEST 140 .00 FEET TO A POINT ON THE NORTH MARGIN OF SOUTH THIRD STREET; THENCE SOUTH 88°40 '50" EAST 277.50 FEET TO THE TRUE POINT OF BEGINNING; Page 8 MAR-16-2000 07 FROM TNT (BELLEUUE) COMMERCIAL TO 98278412 P.10/12 EXCEPTIONS (continued) Order No. 869236 TOGETHER WITH THAT PORTION OF VACATED LAKE AVENUE SOUTH ADJOINING, PURSUANT TO CITY OF RENTON ORDINANCE NO. 4640 RECORDED UNDER RECORDING NO. 9611150135; EXCEPT THAT PORTION THEREO, IF ANY, LYING EASTERLY OF A LINE DESCRIBED AS: BEGINNING AT A POINT SOUTH 89°47 '00" WEST 300 .00 FEET FROM THE NORTHWEST CORNER OF SMITHERS FIFTH ADDITION TO THE TOWN OF RENTON, AS PER PLAT RECORDED IN VOLUME 16 OF PLATS, PAGE 33 , RECORDS OF KING COUNTY; THENCE NORTH 00°13 '00" WEST TO THE SOUTHERLY LINE OF THE CITY OF SEATTLE CEDAR RIVER PIPE LINE, AND THE TERMINUS OF SAID LINE; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. Page 9 d_ CS) EWAINC. PO Box 85001 Bellevue,WA 98015-8501 (425) 455-6444 REAL ESTATE DEV CIT�1Pf OF R VAN NG May 26, 2000 MAY 3 0 2r9 RECEV W Ms. Lesley Nishihira Project Manager City of Renton 1055 South Grady Way Renton, WA 98055 RE: LETTER OF AUTHORIZATION Dear Ms. Nishihira, The purpose of this letter is to certify that Safeway Real Estate Representative, Laura Delaney, is authorized to sign master land use applications and all documents associated with the development of Safeway Fueling Facilities on behalf of Safeway, Inc. If you have any questions, please call me at (425) 637-2247. Sincerely, Safeway, Inc. ia.OAM Robert N Blair Construction Director • • 0 RECYCLED PAPER SSOE, INC. ARCHITECTS• ENGINEERS May 3, 2000 The City of Renton RE: Safeway Fuel Station#1563 1055 South Grady Way Construction Mitigation Description Renton, WA 98055 SSOE Project No. 00-5023 The Construction Mitigation Description for the Safeway Fuel Station is as follows: • Proposed Construction Dates: Construction: August 1, 2000 Opening: November, 1, 2000 3015 112th Ave.NE,Ste. 101 Bellevue, WA 98004-8001 • Hours of operation: 19 hours - Telephone 425.827.2950 Facsimile 425.827.8412 w w w . s s o e . c o m • Proposed hauling/transport routes: 2nd. Street, 3`d. street, or Rainer Ave. unless stipulated otherwise by the City. • Measures to minimize dust, traffic, and transportation impacts: The project is very small. Transportation and hauling will be per City and other jurisdiction regulations. See SEPA checklist for details on erosion control, noise and related issues. • Construction and hauling hours: Ordinary weekly working hours are proposed. • Preliminary traffic control plan: See traffic report and SEPA checklist for preliminary traffic control. OEVEIOpm, CITY OF REGAINING MAY 18 ,n„ Toledo,OH Troy,MI Nashville,TN Bellevue,WA S:\Safeway\Safeway\005023\PM\Construction Mitigation Description.doc SSOE, INC. ARCHITECTS• ENGINEERS May 11, 2000 City of Renton RE: Safeway fueling station #1563 1055 South Grady Way Product Narrative Renton, WA 98055 SSOE Project No. 00-5023 Dear City of Renton 3015 112th Ave.NE,Ste. 101 Bellevue, WA 98004-8001 • The Safeway Store#1563 Fuel Station will be located at 100 & 108 South 3rd Telephone 425.827.2950 Facsimile 425.827.8412 street in Renton Washington. The construction of the fuel station will take place in the southwest corner of an already existing parking lot. The site will consist of a w w w . s s o e . c o m four-dispenser gas station with a one-person kiosk covered by a canopy. The structure will be approximately 20' tall and be aesthetically pleasing. • Surrounding the site is an espresso stand and a car dealership to the west and Safeway to the east. This is zoned as Commercial Arterial and is a flat area with the steepest slope being approximately 1%. Total parking after restripping lot would be 324 stalls. The project would eliminate 36 stalls. Access to the site would be available via three already existing driveways. • The soil on this property consists of poorly graded gravel with silt and sand (fill material). Upon completion of the project 95% of the area will be covered with impervious surfaces. Drainage from the canopy would be directed into the city storm water system, while ground surface run-off will go to a separate basin with a high quality oil/water separator. (See SEPA checklist.) • Off-site improvements would include additions to the landscape i.e.: trees and shrubs. No existing trees would be removed and there would be no land dedicated to the city. Estimated cost of is $35,000.00. Completion of this project would be on or around 11/01/2000. ova. OF REgrON 1PiG !OW 2000 RECIEWED • Toledo,OH Troy,MI Nashville,TN Bellevue,WA S:\Safeway\Safeway\005023\PM\project narrative.doc '. ,,. CITI OF RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator March 14,2000 Mr. Stanley Paulus SSOE, Inc. 3015 112th Ave. NE, Ste. 101 Bellevue, WA. 98004 SUBJECT: Site Plan Revision for Safeway Redevelopment(LUA98-052, SA-H, ECF) Dear Mr. Paulus: This letter is to inform you that we have reviewed your proposed revisions to the Safeway Redevelopment site plan. The site plan was initially approved by the Hearing Examiner on July 16, 1998. The approved site plan included the existing Safeway store (57,016 sq. ft.) and a future retail building (10,190 sq. ft.). The site plan provided parking for 352 vehicles: The proposed site plan modification would add a gasoline service station in th0 southwest corner of the site. The proposed fueling.station would include a 4-dispenser pad with an attendant kiosk (22'X 12') and an overhead canopy (38' X 65'). The station, including surrounding vehicular circulation space, would occupy approximately 12,720 sq. ft. of the site. The overall site area is 262;Of 0 sq. ft. Therefore, the proposed gas station would occupy 4.8% of the overall site area. The gas station would eliminate 36 out of the 352 parking stalls. The proposed gas station would utilize the existing driveway cuts onto S. 3- Str¢et. Vehicle circulation to the gas station would not adversely impact traffic flows in the Safeway parking lot. The 324 parking stalls that would remain on the site would satisfy the minimum parking requirements for both the existing Safeway store and the future retail building. The site plan regulations define a major adjustment or modification to an approved site plan as a "substantial change in the basic site design plan, intensity, density, use and the like generally involving more than a ten percent(10%)change in area or scale."(Section 4-9-200G). The gas station area would effect less than 10% of the total site area. The proposed modification would decrease the number of parking stalls by 10%. Therefore, the proposed changes are approved as.a minor modification to the site plan. The applicant is advised that all code requirements, conditions of the site plan approval and mitigating measures of environmental.review still apply to the remaining aspects of the project. The applicant should also understand that SEPA environmental review would be required prior to approval of building permits for the gas station. This decision to approve the revisions as a minor modification will have a fourteen (14)day appeal period from the date of this letter. Therefore, an appeal of the administrative decision must be received by March 28,2000. PMT reductions(8%x 11)of the revised site plan must be submitted for the file records. If you have any questions, please feel free to contact me at(425)430-7218. Sincerely, I f I \� -n- " 7 son Zo, ng Administrator cc: Parties of Record 1055 South Grady Way-Renton,Washington 98055 — !ELOPMENT SERVICES DIVISION WAIVER OF SUBIvii ITAL REQUIREMENTS Fl LAND USE APPLICATIONS • D:€USE P:E.RIVII.T:S.U8MITTAcmv. ::. : :.:...:::.::::.: :.;::.:::.:;::.::::..:;..�::::.;:;..::.;::::::::::.::l..>:..::.�. ..... .....R Q .IRE. NIS.,............................. ..........B.Y........... ............8............... ................................................................................................. Calculations, Survey, Drainage Report 2 :rc tectural3 ND I> ................... »> <>'><< • >`'•» » <>>'• «< <>< >< ' >><> `»!> >>> > <> > <«<I>« '>'>>< Elevations, Grading 2 EXi.�ti:�: :�..::.:..n.an..s....F�ec...rd.ed:Co : .::�..............::::: ::::.:::.:::::::::::.:::.::::.::.�::::::................::::::. .:.�::.�.:::.:::::. .::.�:::::::::.:::::...............................................:......... ........................................................................................................... .............................. ................................ ............................................................................................... Existing Easements (Recorded Copy) 4 ................................. ................................ Floor Plans 3ANo4 Geo e Grading Plan, Conceptual 2 King County Assessor's Map Indicating Site 4 Legal Description 4 Mailing Labels for Property Owners 4 Master Application Form 4 Monumen#>C:ards on r m n men Parking, Lot Coverage & Landscaping Analysis 4 Postage 4 PiitjlicWOrks.>Approv, I..L., .. . . .. Title Report or Plat Certificate 4 Traffic Study 2 Utilities Plan, Generalized 2 Wetlands Planting Plan 4 This requirement may be waived by: / � /� ��� 1. Property Services Section PROJECT NAME: `� �Lv etfr3 2. Public Works Plan Review Section 3. Building Section DATE: 4. Development Planning Section h:\division.s\develop.ser\dev.plan.ing\waiver.xls A. BACKGROUND 1. Name of proposed project, if applicable: Safeway Store#1563 Fuel Station 100 and 108 South 3rd Street Renton,WA 2. Proponent/applicant-Name and phone number: Stanley Paulus 425-827-2950 Proponent/applicant-Address: SSOE, Inc. 3015 112th Ave. N.E., Suite 101, Bellevue,WA, 98004 3. Contact Person-Name and phone number: Stanley Paulus 425-827-2950 Contact Person-Address: SSOE, Inc. 3015 112th Ave. N.E., Suite 101, Bellevue,WA, 98004 4. Date checklist prepared: 3/10/00 5. Agency Requesting checklist: City of Renton 6. Proposed timing or schedule (including phasing, if applicable): 09-06-2000 Opening date(approx.) 7. Do you have any plans for future additions, expansion, or further activity related to Or connected with this proposal? If yes, explain. No 8. List any environmental information you know about that has been prepared, or will Be prepared, directly related to this proposal. Geotechnical Reports, Phase I & Phase II Site Assessment,Trip Generation Analysis, UST Removal and Interim Remedial Action Report. 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. No 10. List any governmental approvals or permits that will be needed for your proposal, Building Permit, Underground Tank Permit, Air Quality Permit 11. Give brief, complete description of your proposal, including the proposed uses and size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on This page. Construction of a 4-dispenser gas station with a one person kiosk and overhead canopy 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. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). The fuel station will be located at the southwest corner of the existing Safeway parking lot, along South 3rd St. about 300' east of Rainier Ave. North. DEvELOPNjE CfTVfZERAW'8t1C arcel Number: 000720-0004-05; 000720-0212-03; �AY ' 100 000720-0199; 722950-0140-00 Q ECEIV S:/Safeway/Safeway _5023/PM/Sepacklist Page 1 of 11 TO BE COMPLETED BY AP CANT -/ALUATION FOR AGENCY USE ONLY B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other: b. What is the steepest slope on the site (approximately percent slope)? Approximately 1 % c. 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. A fill material comprised of poorly graded gravel with silt and sand. d. Are there surface indications or history of unstable soils in the immediate vicinity? No e. Describe the purpose, type and approximate quantities of filling or grading proposed. Indicate source of fill. No filling or grading f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Yes,there is potential for erosion during UST installation. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Approximately 95% of the site. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: We will provide standard erosion measures per local jurisdiction requirements. 2. Air a. 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. During construction: General construction dust. After construction: Automobile exhaust and vapor from fueling. Quantities unknown. S:/Safeway/Safeway/00-5023/PM/Sepacklist Page 2 of 11 TO BE COMPLETED BY API :ANT /ALUATION FOR AGENCY USE ONLY b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. None known c. Proposed measures to reduce or control emissions or other impacts to air, if any. The proposed station will be functioning as per Puget Sound stage Ill vapor recovery system. 3. Water a. Surface 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, and 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 in or adjacent to (within 200 feet) of the described water? 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 site that would be affected. Indicate the source of fill material. N/A 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. No 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. All surface discharge on the pad will be collected and treated separately. S:/Safeway/Safeway/00-5023/PM/Sepacklist Page 3 of 11 TO BE COMPLETED BY API __CANT (ALUATION FOR AGENCY USE ONLY b. Ground: 1) Will the ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities, if known. As ground water depth is around 11'-12'. Minor de-watering may be needed during UST installation.The water will be directed to the city storm drains. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any. For example: domestic sewage, industrial, containing the following chemicals. . . agricultural; etc. Describe the general size of the system, the number of such systems, the number of such systems,the number of houses to be served, if applicable, or the number of animals or humans the system(s) are expected to serve. There won't be any. c. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any(include quantities, if known) Where will this water flow? Will this water flow into other waters? If so, describe. The canopy runoff will go to City storm water system. Ground surface water runoff under the canopy will go to a high quality oil-water separator,then directed into the sewer system. 2) Could waste materials enter ground or surface waters? No d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any. There won't be any. 4. Plants a. Check or circle types of vegetation found on the site. • deciduous tree alder, maple, aspen, other evergreen tree fir, cedar pine, other x shrubs grass pasture crop or grain wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other water plants: water lily, eelgrass, milfoil, other other types of vegetation S:/Safeway/Safeway/00-5023/PM/Sepacklist Page 4 of 11 TO BE COMPLETED BY AR __CANT /ALUATION FOR AGENCY USE ONLY b. What kind and amount of vegetation will be removed or altered? None Known c. List threatened or endangered species known to be on or near the site. None known d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Native plants and shrubs will be used on site 5. Animals a. Underline any birds and animals which have been observed on or near the site or are known to be on or near the site: Birds: hawks, heron, eagle, songbirds, other: None Mammals: deer, bear, elk, beaver, other: None Fish: bass, salmon, trout, herring, shellfish, other: None b. List any threatened or endangered species known to be on or near the site. None known c. Is the site part of a migration route? If so, explain. None known d. Proposed measures to preserve or enhance wildlife, if any. N/A 6. Energy and Natural Resources a. What kinds of energy(electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs: Electricity b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any. Minimal glazed areas. Well-insulated walls and roof as required by Washington State Energy Code. S:/Safeway/Safeway/00-5023/PM/Sepacklist Page 5 of 11 TO BE COMPLETED BY AP.,_._:,'ANT _IALUATION FOR AGENCY USE ONLY 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste,that could occur as a result of this proposal? Is so, describe. Yes,a risk of fire and explosion could occur as a result of this proposal. 1) Describe special emergency services that might be required. Typical emergency services that might be required such as: police, ambulance and fire dept. 2) Proposed measures to reduce or control environmental health hazards, if any: An emergency control plan will be in place. b. Noise 1) What types of noise exist in the area which may affect your project, (for example: traffic, equipment, operation, other)? None 2) What types of levels would be created by or associated with the project on a short-term or long-term basis (i.e., traffic, construction, operation, other)? Indicate what hours noise would come from the site. Short-term: Common construction noises between 7:00 AM -5:00 PM. Long-term: The proposed project will not create any noticeable new vehicular noise based on the upcoming traffic study report. 3) Proposed measures to reduce or control noise impacts, if any. N/A 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? The site is currently used as a paved parking lot. The adjacent properties are: Espresso Stand and Car Dealer to the west; Retail (Safeway)to the east. b. Has the site been used for agriculture? If so, describe. No S:/Safeway/Safeway/00-5023/PM/Sepacklist Page 6 of 11 TO BE COMPLETED BY APl —_CANT _IALUATION FOR AGENCY USE ONLY c. Describe any structures on the site. None d. Will any structures be demolished? If so, what? Signage to be relocated e. What is the current zoning classification of the site? CA—Commercial Arterial f. What is the current comprehensive plan designation of the site? Employment Area Commercial g. If applicable, what is the current shoreline master program designation of the site? N/A h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No i. Approximately how many people would reside or work in the completed project? One j. Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts, if any. N/A I. Proposed measures to ensure the proposal is compatible with existing and projected land use and plans, if any. None • 9. Housing S:/Safeway/Safeway/00-5023/PM/Sepacklist Page 7 of 11 TO BE COMPLETED BY AP: ___)ANT - ✓ALUATION FOR AGENCY USE ONLY a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. N/A b. Approximately how many units, if any would be eliminated? Indicate whether high, middle, or low income housing. N/A c. Proposed measures to reduce or control housing impacts, if any. N/A 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? Approximately 20'; Steel. b. What views in the immediate vicinity would be altered or obstructed? None known c. Proposed measures to reduce or control aesthetic impacts, if any. The proposed building would be aesthetically pleasing. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Minimal light and glare anticipated due to controlled canopy lighting and shaded glazing. b. Could light or glare from the finished project be a safety hazard or interfere with views? No. Please see item d below for details. c. What existing off-site sources of light or glare may affect your proposal? None known d. Proposed measures to reduce or control light and glare impacts, if any. Lighting will be designed to prevent any of such hazards. 12. Recreation S:/Safeway/Safeway/00-5023/PM/Sepacklist Page 8 of 11 TO BE COMPLETED BY AP' :ANT JALUATION FOR AGENCY USE ONLY a. What designation and informal recreational opportunities are in the immediate vicinity? None known b. Would the proposed project displace any existing recreational uses? If so, describe. No c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any. There won't be any. 13. Historic and Cultural Preservation 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? None known b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None known c. Proposed measures to reduce or control impacts, if any. N/A 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. Access to and from the proposed building would occur from three existing access driveways. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Not Known c. How many parking spaces would the completed project have? How many would the project eliminate? Total parking after restriping lot would be 324 stalls. The project eliminates 36 stalls. See site plan for details. S:/Safeway/Safeway/00-5023/PM/Sepacklist Page 9 of 11 TO BE COMPLETED BY API' ;ANT _/ALUATION FOR AGENCY USE ONLY d. 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). No e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. During the PM peak hour,the proposed project is expected to generate total 92 driveway trips,46 in and 46 out. On a daily basis,the proposed project is expected to generate 1,380 driveway trips in total. For additional information please see the March 2, 2000 Trip Generation Analysis by Laura Van Dyke, P.E. g. Proposed measures to reduce or control transportation impacts, if any. Transportation impacts are minimal based on the Trip Generation Analysis. 15. Public Services a. Would the project result in an increased need for public services (i.e.,fire protection, police protection, health care, schools, other)? If so, generally describe. Only as needed per emergency purposes. b. Proposed measures to reduce or control direct impacts on public services, if any. None 16. Utilities a. Underline utilities currently available at the site: electricity, natural qas,water refuse service, telephone, sanitary sewer, septic system, other. S:/Safeway/Safeway/00-5023/PM/Sepacklist Page 10 of 11 TO BE COMPLETED BY AP. __ANT _JALUATION FOR AGENCY USE ONLY b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Electricity, natural gas, water, telephone, sanitary sewer. c. Signature The above answers are true and complete to the best of my knowledge. I understand the lead agency is relying on them to make its decision. Of .� Signature of Proponent/Applicant: ��111��►';Date: (9cj ,Q2l Received, Buildings and Land Use Services Division: Date Submitted: Receipt# Filing Fee$ S:/Safeway/Safeway/00-5023/PM/Sepacklist Page 11 of 11 :. :k.s,. i 4.::i,, 4,1'' : ',i1W11.a P;Fi,:., `':.Y i�. .�s. :.J.t7^'1'F"'L :•1�`>.1i ...,t�q�':s `71l' --ih.._ ,.4" - ",4'_••`#r , _ -,..r.'.1.. _ x ;�}�:, 'i:-:.i .:'t ci:•*v.,.:.�;d�:�`��',• ililr 6iE'ri' n'ee[,rfl: :Corisultiii ;��,:e:rx."fc` ' `'r. :;~}:.9� g 'S�, 9 K ,�J'X'r' ,':�.r:j:.: i'1'. .<, alaE[. `:(i� Lf'-' n _ .. .. .L t�.o�':... .. ^�r,..�af i�..i�he t.rj.:�brSd." ..'�:+�ii ri�t,.:;.-;,;u..:•;:,'.;�';<,i .,�:a:.l:*"'^ j i:t.e_ �: : ' trans • ortation, inc. v< MEMORANDUM �Op' t 9�"*V% k4 j- Date: March 22, 2000 VkbC� 1 2000 To: Stanley Paulus, SSOE, Inc. % • CC: Laura Delaney, Safeway, Inc. From: Laura Van Dyke, P.E. LTV Subject: Safeway Gas Station - Renton, WA Trip Generation Analysis Safeway is proposing to construct a gas station on its existing site in downtown Renton.The project site is bounded by 2nd Street to the north,3rd Street to the south,Shattuck Avenue to the east,and Rainier Avenue to • the west.The City of Renton's Policy Guidelines for Traffic Impact Analysis of New Development states that traffic impact studies should be prepared for projects that would generate 100 or more new peak hour trips.As discussed later in this report,the proposed project would generate 14 new PM peak hour trips.Therefore,no traffic impact analysis is required for this project.This memorandum includes information about the project, trip generation,and mitigation. Project Description The new fueling facility is proposed to be located near the southeast corner of the existing Safeway site between the existing Subaru dealer and Safeway store on S 3rd Street.The facility would include four gas pumps and a small kiosk.Each of the four gas pumps would be able to fuel two vehicles at one time,for a total of eight fueling positions.The small kiosk would house one employee to answer questions and receive payments and one uni-sex restroom. Access to and from the proposed fueling facility would occur via the existing Safeway driveways.No new driveways are being proposed with this project.The attached Figure 1 shows the proposed site plan.The proposed fueling facility is expected to be constructed and operational by 2001. Trip Generation PM peak hour trip generation for the proposed fueling facility was determined using equations presented in Trip Generation(Institute of Transportation Engineers(fIb),6th Edition, 1997)for gas stations(Land Use 844). There are two sets of trip equations for gas stations included in Trip Generation. One set of equations uses the amount of traffic passing the site as its independent variable and the other set uses the number of fueling posi- tions.The trip equations based on peak hour traffic showed a much stronger correlation to the data in Trip Gen- eration than the equations based on the number of fueling positions.Therefore,the equations based on peak hour traffic passing the site were used in this analysis. A111 Intorlalro A.,onuo Alnrth Santtlo U/A QR1fl1 Phnna• 7fl1:.5d7.717fl Fav• 7f16_5d7_77dd Safeway Gas Station—Renton,WA Trip Generation Analysis March 22,2000 'l t. -1 011 Page2of3 trans • ortation, inc. Trip Generation does not include information to estimate daily trips for a fueling facility based on traffic vol- umes passing the site.Therefore,daily trips generated by a gas station were estimated based on two recent arti- cles presented in the ITE Journal. One article, Trip Generation Characteristics at Gasoline Service Stations (Tapan K.Datta and Paul A. Guzek,July 1992),found that daily trips at fueling facilities are approximately 14 times the trips generated by the fueling facility during the PM peak hour.Another article,Transportation Char- acteristics of Convenience Stores with Gas Pumps(William E.Tipton,Sr.and William E.Tipton,Jr.,June 1990),describe trip characteristics at a similar land use(convenience stores with gas pumps)and found that daily trips were approximately 15 times the number of trips generated during the PM peak hour.For this analysis,daily trips generated by the proposed fueling facility were assumed to be 15 times the PM peak hour trip generation.This is a conservatively high estimate of daily trip generation based on the information in the articles described above. The combined year 2001-without-project PM peak hour traffic volumes on S 2nd and 3rd Streets were used to estimate trip generation for the proposed fueling facility.Future-without-project traffic volumes were estimated by inflating existing PM peak hour counts using an historical growth rate for S 3rd Street.This growth rate was estimated by comparing PM peak hour traffic volumes on S 3rd Street in 1997 and 2000.Approximately 1,115 PM peak hour vehicles utilized S 3rd Street during the PM peak hour in 1997,as described in Safeway Store #1563—Downtown Renton, WA Traffic Impact Analysis(Heffron Transportation,March 30, 1998).An existing PM peak hour count performed on Thursday,February 10,2000 showed that about 1,235 vehicles currently utilize S 3rd Street,which translates to a historical growth rate of 3.4%per year.The year 2000 PM peak hour traffic volume on S 3rd Street(1,235 vehicles)was increased by one year's growth,and the 1997 PM peak hour traffic volume on S 2nd Street(885 vehicles)was increased by four year's growth.These increases result in an estimated PM peak hour traffic volume of 2,290 vehicles passing the site in 2001 without the project.Based on this PM peak hour volume,the proposed Safeway gas station is expected to generate approximately 1,530 daily trips with 102 trips(51 trips in and 51 trips out)occurring in the PM peak hour. Because the proposed Safeway fueling facility will be located on the same site as the existing Safeway, shared trips are likely to occur.A shared trip would include a driver stopping at both the Safeway supermarket and the Safeway fueling facility during the same trip. If the proposed gas station was located on a site separate from Safeway,a customer who visits both sites would be counted as four driveway trips(one trip in and one trip out of the gas station,and one trip in and one trip out of Safeway).However,when the uses are on the same site,a customer who visits both the gas station and Safeway would only be counted as two trips at the driveway(one trip entering the site and one trip exiting the site.)Thus,shared trips would reduce the number of trips at the driveways.This analysis assumes that 10%of total trips generated by the proposed fueling facility will be shared trips that occur internal to the Safeway site,the remaining 90%of the total trip generation would occur at the existing site access driveways.Therefore,of the total 102 PM peak hour trips generated by the proposed fueling facility, 10 trips would occur internal to the Safeway site and the remaining 92 trips would occur at the site driveways. There are three different types of driveway trips that reflect the traffic impact characteristics of retail develop- ments—pass-by,diverted-linked,and new trips that are described as follows: • Pass-by Trips are already on the roadway network on the way to another destination.For example,a trip to the gas station made during a trip home from work would be considered a pass-by trip. • Diverted-linked Trips are attracted from traffic on roadways within the project vicinity but require a diversion to gain access to the site.For example,a driver on Rainier Avenue S would divert to S 3rd Street to access this project.This diverted-linked trip would shift traffic within the S 3rd Street/Rainier Avenue S intersection,but would not be a new trip to the intersection. i Safeway Gas Station—Renton,WA Trip Generation Analysis March 22,2000 _tie _.fron Page3of3 trans • ortation, Inc. • New(Primary)Trips are single purpose trips generated by the gas stations.New trips are generally assumed to begin and end at home,although some new trips could originate at work or other locations. Driveway trip components for this analysis were estimated based on trip information presented in the Trip Gen- eration Handbook(ITE,October 1998)for a gasoline/service station(Land Use 844).Results from the gaso- line/service station studies showed that an average of 15%of all trips to and from a gasoline/service station (Land Use 844)are new(primary)trips, 35%diverted-linked trips,and 50%are pass-by trips during the PM peak hour.Trip generation for the proposed Renton Safeway gas station is summarized in Table 1. Table 1.Trip Generation Summary—Renton Safeway Gas Station PM Peak Hour Trips Total Trip Components Percent Trips Daily Trips In Out Total Internal Trips 10% 150 5 5 10 Driveway Trips 90% 1,380 46 46 92 Total Trips 100% 1,530 51 51 102 Driveway Trip Components Percent Trips i Daily Trips In Out Total Pass-by Trips 50% 690 23 23 46 Diverted-Linked Trips 35% • 480 16 16 32 New(Primary)Trips 15% 210 7 7 14 Total Driveway Trips 100% 1,380 46 46 92 1. Trip percentages were obtained from Trip Generation Handbook,(ITE,October 1998)for Gasoline/Service Station(Land Use 844). 2. The total number of PM peak hour driveway trips was determined using equations in TO Generation,Institute of Transportation Engineers,6th Edition,1997.Daily trips are 15 times the number of PM peak hour trips. Mitigation ,, The proposed project would not generate more than 100 new peak hour trips;therefore,a traffic impact analysis is not required.However,the City of Renton collects a traffic impact fee for all new developments.The current adopted fee is$75 per new daily trip.The proposed project is expected to generate 210 new daily trips,relating to a total impact fee of$15,750.No other transportation mitigation or fees would be required to accommodate the proposed fueling facility. LSV/lsv Attachment Renton Trip Generation Analysis • U C . C 0 S. 2ND Si. ++ • ■ vo .Y.��' (SITE APARKINGII Q.a FORE n �' .- .II, r ' FUEUN0 sr'm'K 1..4Nosller MIXING. 354 STALLS ( C f Mil IIIMNAINNU•UNNI Tom.PARKING Amur-.•_, f� Rf - gA Ii� MSS STATOR SOUAO(-Se). -STNLS — e e . c e a . ' .—••••�•_.—•._.._.._..—.._.._...—.._.._.._.-_.._. /,--.�_ .....� SVSDNC AALE /00TA0 (WRIIENe.S3,Dle.Aq, E ft P4 _ _ VA Me.FLILWMIE PN7Nla(4 STNL9/1000•qR).f7!-� •• •T•• ihmiI le..I■ "x. `I----• MAX�LOWNILE PIPoIINO(a 6TNL4/1000•qlU-BBB , I on I . __-_ _ _ __ `� _ • . e e e ° 0 ii��' UtR�ryO SOWI1[f00II0E MATURE TOTIL).07,200.°1l1 j ... ��L 1 MN.ALLOWAAC4IATNN0(4 STALLS/1000.qf)-Beg • Lit LIOD nME / Y i . .r1 lux.ALLOWASLE PMla1W(7,STALLS/1000.q11)-"I I I •r �- I MI MITRE TOTAL AVA AB E PIJINIMO-�. 4 STALLS ' .■1 j /.. ! ::I ,` 1 I j •// MI _ j I Fr° /f I I I I l l f l l l a •;:I Ili-lblrmLo�_ j` � gym• f i : • I I 11 I. al NMI 1 • Ai a. MI I e1Q 0 I I i .rL °s ao a ::I 1 (U • I • r i:-::I I nom I '' ':: SAFEWAY#1583 l • .;.os I USAF Il. I Lw�lal ems—' UM, ;n MN N • m op! •./,••.•a. j ��— I I I I I L .., t i IlOT IN CONTRACT I r/ :. �L I i / iI1L I a i it :: f 9 \ I I I I/ { ^'' --tom - ; ..L i 1 ;:r.L l ,�.•' • I p�•m�! I m-m .`.>5<j•ii WWII I ! ' C. N 1 -ice /'• i, p Tr I m m 1'r in I I O 1. -/- '• I- ' ' A ';r61g.l raj I J a 11 %%.r�iil j I j al ram 11I I •::I b1111 .1 'I •::-::t. •I: 3a1s1 1 .';/; / an mar 1 11 . ‘. Itl Slaw ROB cleat '— "*-''�- A S 'Sae cT 1! `` ------ >1 P MIL • a O H DEVELOPMENT N LNG TY NTO MAY 18 2000 ^mr of rc "r.....-.,am RECEIVED AN 2 8 2000 MEMORANDUM ,JuaLimuvlu DATE: / O0 TO: Construction Services, Fire Prevention, Plan Review, Project Planner FROM: Jana Hanson, Development Services� Division Director SUBJECT: New Preliminary Application: Sxcizy' -Pad"12) Si tt —'- LOCATION: 201 c "4 Sf'/-c`e6- PREAPP NO. - 19-- A meeting with the applicant has been scheduled for /= 00 Ail , Thursday, , in one of the 6th floor conference rooms (new City Hall). If this meeting is scheduled at 10:00 AM, the MEETING MUST BE CONCLUDED PRIOR TO 11:00 AM to allow time to prepare for the 11:00 AM meeting. Please review the attached project plans prior to the scheduled meeting with the applicant. You will not need to do a thorough "permit level" review at this time. Note only major issues that must be resolved prior to formal land use and/or building permit application submittal. Please submit your written comments to -7?- T at least two (2) days before the meeting. Thank you. (A2/4".. //3/6-0 Preapp2 CITY OF RENTON FIRE PREVENTION BUREAU Sivro MEMORANDUM DATE: February 2, 2000 TO: Peter Rosen, Planner FROM: Jim Gray, Assistant Fire Marsh SUBJECT: Safeway Fueling Station, 209 S 2 d Street Fire Department Comments: 1. The preliminary Fire flow is a minimum 1500 GPM which requires one fire hydrant within 150 feet of the building and one additional hydrants within 300 feet of the building. The actual fire flow cannot be determined until building plans are submitted showing square footage, type of construction and set backs on all sides. 2. Provide a list of any flammable, combustible liquids or hazardous chemicals that are to be used or stored on site. 3. A fire mitigation fee is required based on $.52 a square foot of the new building square footage. 4. Separate plans and permits are required for the installation of flammable and combustible tanks, piping and monitoring alarms. Please feel free to contact me if you have any questions. Y4: CITY OF RENTON MEMORANDUM DATE: February 22, 2000 TO: Peter Rosen Rua FROM: Paul Lumbert SUBJECT: Safeway Fueling Station—Preliminary Application Note on Preliminary Review Comments Contained In This Report: The following comments on development and permitting issues are based upon 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, Board of Adjustment, Board of Public Works and City Council). Review comments may also need to be revised based on programmatic, site planning and other design changes made by the applicant. Sanitary Sewer: The site is served by sewer mains located as follows: 1) 8" in So. 3`d Street 2) 12" in easement—west side of site 3) 12" in easement north side of site. The pump island will require a drainage system to collect and direct run off water to an oil/water separator and discharge to the sanitary sewer. The above system will require a shut-off valve (off— unless cleaning out the system) between the oil/water separator and the connection point to the sanitary system. If the new building has plumbing fixtures it will be required to connect to the sanitary sewer via side sewer permit at$80/conneciton. February 22, 2000 Page 2 v'" . Sewer (SDC) fees of $0.078/sqt ft of gross area of the site will be required. Re development credit may apply. Water: The site is served by water mains located as follows: 1) 12" in So. 3`i Street 2) 10" through the site in City held easement. The site is located in the 196 Pressure Zone and has a static pressure in the main at 71 PSI (196-32=164 x .43 = 70.52). There are five existing fire hydrants that can serve the site dependent on the footpad of the structure on site. Additional main/fire hydrants may be required to meet fire flow/fire code requirements as determined by the Fire Department. New water meters will be required for domestic service and will require a backflow prevention device. Water system development charge (SDC) fees of $0.113/sq. ft. of gross area of the site will be required. Redevelopment credit may apply. Drainage: The drainage system shall be designed in accordance with the 4996-K.C.S.W.D.M with any detention or water quality issues dependent upon increase in the runoff rate between the pre development and post development conditions. The site can be served by existing storm system through easement at the west side of the site. Surface water (SDC) fees of $0.129/sq. ft. of new impervious area added to the site • 0 will be required. Bp • Street Improvements: The site has curbs, gutters, sidewalk, street paving and street lights on the adjacent street4 (So. 3rd St). The project is not proposing any new driveways to the site. Traffic mitigation fees of$75/trip will be required. • General: w .1 Construction permit fees will be required for construction of water mains, side sewer, storm drainage system and street improvements. The cost of permits are as follows: The 1— first $100,000 is at 5% of the cost of the construction, the second from $100,000 to Ili $200,000 is at 4% of the cost and the third all the amount over $200,000 is at 3% of the . ,� cost. Half of the fee must be paid upon application for building and off/on site utility and ,QL, 7 street improvement construction review. The remainder shall be paid when the permits DO A ` are issued. fIl 4- . &1'T TI1-W4 1204 0, pipe Ncl o Co3skIk�Gat). CITY OF RENTON Planning / Building / Public Works MEMORANDUM DATE: February 24, 2000 TO: Pre-Application File FROM: Peter Rosen, Senior Planner SUBJE Safeway Fueling Station - Pre-Application File#00-14 CT: We have completed a review of the pre-application for the proposed Safeway Fueling Station. Listed below and attached on several sheets are our preliminary findings. Although every attempt is made to ensure that these comments are complete, a more thorough examination of the project at the time of application submittal may reveal additional issues that may alter these comments or require additional comments. Project Description. The proposal is for a fueling station that includes 5 pump islands and a small pay station kiosk. The gas station would be located in the southwest corner of the Safeway store site. The gas station site was included on the approved site plan for the Safeway store, with the gas station area shown as part of the Safeway parking lot. A lot line adjustment has been approved by the City, though not yet recorded, to create a separate parcel that includes the gas station site. A condition of approval for the lot line adjustment requires the applicant to record a covenant for City review of parking on the entire Safeway site prior to sale of the separate lot. Zoning. The subject site is zoned Arterial Commercial (CA). Gasoline Service Stations are allowed as a primary use in the CA zone. Development Standards Setbacks -The CA zone requires a minimum front/street setback of 10 feet for buildings. The proposed kiosk building and gas station canopy appear to comply with this standard. There are no rear or side yard setbacks required. Landscaping-The CA zone requires a street frontage landscape strip with a minimum width of 10 feet. The 10- foot landscape strip is required on-site. The code requires a pedestrian connection between the sidewalk and public entrance of the building, unless the Reviewing Official determines that the requirement would unduly endanger the pedestrian. Building Height- Maximum building height is 50 feet. Lot Coverage-The lot coverage for buildings may not exceed 65%of the total lot area. There is no standard for maximum impervious surfaces. Parking—There are no parking requirements for gasoline service stations. The pre-application includes a brief parking analysis for the Safeway store. The proposed gas station would eliminate 48 parking spaces. It appears that the parking analysis uses the parking ratio for supermarkets: a minimum of 4 and a maximum of 5 parking spaces per 1,000 square feet of gross floor area. The formal application should list what ratio for required parking is used in the parking analysis. While it appears sufficient parking would remain on the site for the Safeway store, there would not be enough additional parking for the future retail building adjacent to the north of the Safeway store. The applicant needs to clarify plans for the future retail pad. If the proposed gas station eliminates parking necessary to serve all uses on the site, the approved Safeway site plan may need to be revised to reduce the size or eliminate the future retail building. Permit Requirements. The gas station proposal would be a modification of the approved Safeway site plan. The site plan review regulations address revisions or adjustments to approved site plans. Major adjustments involve a substantial change in the basic site design plan, intensity, density, use and the like generally involving more than a ten percent(10%) change in area or scale (Section 4-9-200.G.). The proposed gas station appears to encompass over 10% of the overall site area and the gas station would eliminate more than 10% of the parking spaces approved under the site plan. Therefore, the proposed modification would likely constitute a major modification to the approved site plan. Major modifications require the review and approval of the review body that approved the original site plan, the Hearing Examiner in this case. A major modification to the site plan would require a public hearing. The Zoning Administrator has authority to approve minor modifications to approved site plans. The applicant should send a letter to the Zoning Administrator outlining the proposed changes and requesting a determination as to whether the proposed changes are a minor or major modification to the site plan. As discussed above under parking, the applicant would need to provide a parking analysis for the entire . Safeway property. In addition, the applicant would need to clarify plans for.the future retail pad that was initially part of the Safeway site plan. The future retail building may need to be reduced in size or eliminated if the gas station usurps parking spaces that would be required by code for the sum of the Safeway and future retail buildings. The proposal would require SEPA environmental review because it would include underground gas tanks greater than 10,000 gallons. SEPA would be conducted first and the site plan modification hearing would occur after the end of the SEPA appeal period. The entire land use permit process would require approximately 10 to 12 weeks. cc: Jennifer Henning • • • • MEMORANDUM DATE: A, -CO • TO: Long Range Planning FROM: Jana Hanson, Development Services Division Director SUBJECT: New Preliminary Application: \CGS-c CcJ LV g/(1/1 S/lG�7G�'► LOCATION: ,•Cy S. p`14 PREAPP NO. Od -Q I+ • Please review the attached preliminary project plans for consistency with applicable Comprehensive Plan Policies. Pleanubmit ouAwritten comments to �i �— no later than �-� � . Thank you. We will not be able to include comments received after this date in the presentation/summary we prepare for the applicant. �► L 1s c..N o"1Cr-O"wuo.7v7 CGMML•-7R.L+Ai_ I N t1 Co r+Ne e''6'-NA cm+ v ei- , A N z ory L'Y> C-A . • N 0 6,3 L'( SS U-453 _..1`o,lL-5 O' '1c ,i L. PL471/7W c preapp _- _ _ - _ • • **************************************************************** City of Renton WA Reprinted: 05/18/00 15 :58 Receipt **************************************************************** Receipt Number: R0002644 Amount: 1, 024 .42 05/18/00 15 :58 Payment Method: CHECK Notation: SAFEWAY #4061785 Init: JEJ Project #: LUA00-059 Type: LUA Land Use Actions Parcel No: 000720-0004 Site Address: 112 S 3RD ST Total Fees: 1, 024 .42 This Payment 1, 024 .42 Total ALL Pmts: 1, 024 .42 Balance: . 00 **************************************************************** Account Code Description Amount 000 .345 . 81. 00 . 0007 Environmental Review 1 , 000 . 00 000 . 05 .519 .90 .42 . 1 Postage 24 .42 oo - OSci. ( (3 ) GEOTECHN1CAL ENGINEERING STUDY PROPOSED SAFEWAY FUELING STATION SOUTH THIRD STREET AND RAINIER AVENUE SOUTH RENTON, WASHINGTON. E-7323-2 February 23,.2000 PREPARED FOR oFVt •, SSOE, INC. - ci oFRN p�N TONNiNQ SAY >8 20 00 1 /1/ ./.1gd0A . /w).,, A.;„, ,_ itchell G. McGinnis Staff Geologist 1 4$7,41A81141, - •I''''',/ ab 4 t.:, i. (:)'f.; • Robert S. Levinso. !' _ �'�/00 Principal as 0+3/07.'! Earth Consultants, Inc. . 1805 - 136th Place Northeast,,.Suite 201 1 Bellevue, Washington 98005 . (425) 643-3780 Toll Free 1=888-739-6670 i IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL ENGINEERING REPORT More construction problems are caused by site subsur- technical engineers who then render an opinion about face conditions than any other factor. As troublesome as overall subsurface conditions,their likely reaction to subsurface problems can be, their frequency and extent proposed construction activity,and appropriate founda- have been lessened considerably in recent years,due in tion design. Even under optimal circumstances actual large measure to programs and publications of ASFE/ conditions may differ from those inferred to exist, -.J The Association of Engineering Firms Practicing in because no geotechnical engineer, no matter how the Geosciences. qualified,and no subsurface exploration program, no The following suggestions and observations are offered matter how comprehensive,can reveal what is hidden by to help you reduce the geotechnical-related delays, earth, rock and time.The actual interface between mate- cost-overruns and other costly headaches that can rials may be far more gradual or abrupt than a report occur during a construction project. indicates.Actual conditions in areas not sampled may differ from predictions. Nothing can be done to prevent the unanticipated,but steps can be taken to help minimize their A GEOTECHNICAL ENGINEERING impact.For this reason,most experienced owners retain their REPORT IS BASED ON A UNIQUE SET geotechnical consultants through the construction stage,to iden- tify variances,conduct additional tests which may be OF PROJECT-SPECIFIC FACTORS needed,and to recommend solutions to problems A geotechnical engineering report is based on a subsur- encountered on site. face exploration plan designed to incorporate a unique SUBSURFACE CONDITIONS set of project-specific factors.These typically include: the general nature of the structure involved, its size and CAN CHANGE configuration;the location of the structure on the site and its orientation; physical concomitants such as Subsurface conditions may be modified by,constantly- access roads, parking lots,and underground utilities, changing natural forces. Because a geotechnical engi- and the level of additional risk which the dient assumed neering report is based on conditions which existed at 1 by virtue of limitations imposed upon the exploratory program. To help avoid costly problems, consult the the time of subsurface exploration,construction decisions should not be based on a geotechnical engineering report whose geotechnical engineer to determine how any factors adequacy may have been affected by time. Speak with the geo- which change subsequent to the date of the report may technical consultant to learn if additional tests are affect its recommendations. advisable before construction starts. Unless your consulting geotechnical engineer indicates Construction operations at or adjacent to the site and otherwise, your geotechnical engineering report should not natural events such as floods,earthquakes or ground- be used: water fluctuations may also affect subsurface conditions •When the nature of the proposed structure is and,thus, the continuing adequacy of a geotechnical changed. for example, if an office building will be report. The geotechnical engineer should be kept erected instead of a parking garage.or if a refriger- apprised of any such events,and should be consulted to ated warehouse will be built instead of an unre- determine if additional tests are necessary frigerated one; •when the size or configuration of the proposed GEOTECHNICAL SERVICES ARE structure is altered: PERFORMED FOR SPECIFIC PURPOSES •when the location or orientation of the proposed AND PERSONS structure is modified; •when there is a change of ownership,or Geotechnical engineers' reports are prepared to meet •for application to an adjacent site. the specific needs of specific individuals. A report pre- Geotechnical engineers cannot accept responsibility for problems pared for a consulting civil engineer may not be ade- which may develop if they are not consulted after factors consid- quate for a construction contractor. or even some other ered in their report's development have changed. consulting civil engineer.Unless indicated otherwise. this report was prepared expressly for the client involved and expressly for purposes indicated by the client. Use MOST GEOTECHNICAL "FINDINGS" by any other persons for any purpose,or by the dient for a different purpose,may result in problems..No indi- vidual other than the client should apply this report for its Site exploration identifies actual subsurface conditions intended purpose without first conferring with the geotechnical only at those points where samples are taken,when engineer. No person should apply this report for any purpose they are taken. Data derived through sampling and sub- other than that originally contemplated without first conferring sequent laboratory testing are extrapolated by geo- with the geotechnical engineer. 1 i / Earth Consultants Inc. 1,01kAt� Grott•rhnical I.ngince•rs,Gcv,Iogists N.Iim•irnnme•ntnl scie mists February 23, 2000 E-7323-2 SSOE, Inc. 3015 — 112th Avenue Northeast, Suite 101 Bellevue, Washington 98004 Attention: Mr. Stanley Paulus Dear Mr. Paulus: We are pleased to submit our report titled "Geotechnical Engineering Study, Proposed Safeway Fueling Station, South Third Street and Rainier Avenue South, Renton, Washington." This report presents the results of our field exploration, selective laboratory tests, and engineering analyses. The purpose and scope of our study was outlined in our January 27, 2000 proposal. Based on the results of our study, it is our opinion the proposed fueling station can be constructed generally as planned. Support for the proposed kiosk and fueling island canopy can be provided using conventional spread and continuous footing foundation systems bearing on competent native soil, existing competent fill or structural fill used to modify site grades. Slab-on-grade floors may be similarly supported. We appreciate this opportunity to be of service to you. If you have any questions, or if we can be of further assistance, please call. Respectfully submitted, EARTH CONSULTANTS, INC. Robert S. Levinson, P.E. Principal MGMIRSLlbkm { } 1 1805-136th Place N.E.,Suite 201,Bellevue,Washington 98005 Bellevue(425)643-3780 FAX(425)746-0860 Toll Free(888)739-6670 TABLE OF CONTENTS E-7323-2 PAGE INTRODUCTION 1 General 1 Project Description 1 } SITE CONDITIONS 2 Surface 2 Subsurface 2 Groundwater 3 Laboratory Testing 3 DISCUSSION AND RECOMMENDATIONS 4 General 4 Site Preparation and General Earthwork 4 Foundations 6 Slab-on-Grade Floors 7 Seismic Design Considerations 8 Excavations and Slopes 9 Site Drainage 10 Utility Support and Backfill 10 Fueling and Drive Area Pavements 11 LIMITATIONS 12 Additional Services 12 APPENDICES Appendix A Field Exploration Appendix B Laboratory Test Results ILLUSTRATIONS Plate 1 Vicinity Map Plate 2 Boring Location Plan Plate 3 Utility Trench Backfill Plates Al Legend Plates A2 through A9 Boring Logs Plate B1 Grain Size Analyses Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY PROPOSED SAFEWAY FUELING STATION SOUTH THIRD STREET AND RAINIER AVENUE SOUTH RENTON, WASHINGTON E-7323-2 INTRODUCTION General This report presents the results of the geotechnical engineering study completed by Earth Consultants, Inc. (ECI) for the proposed Safeway fueling station at South Third Street and Rainier Avenue South, Renton, Washington. The general location of the site is shown on the Vicinity Map, Plate 1 . In July, 1996, we prepared a geotechnical engineering study for the Safeway Store - east of the subject site. The purpose of this study was to further explore the subsurface conditions in the area of the proposed fueling station and based on the conditions encountered to develop geotechnical recommendations for the proposed site development. Project Description We understand it is planned to develop the site with a fueling station. The station construction will include a fueling island with an overhead canopy, two underground storage tanks, and a single-story attendant kiosk. The kiosk will have an approximate footprint of 286 square feet and will be one story in height. The building will be of relatively lightly loaded wood frame construction with a slab-on-grade floor. The fueling island canopy will be of steel construction. We estimate column loads for the canopy will be on the order of eighty (80) to one hundred (100) kips. The underground storage tanks will be situated in the northwestern portion of the site and will require an excavation extending to a maximum depth of about fifteen (15) feet below existing grade. We anticipate the station will be constructed at or near existing grade. The fueling area will be surfaced with concrete pavement. The remainder of the site will be surfaced with asphalt-based pavements. GEOTECHNICAL ENGINEERING STUDY SSOE, Inc. E-7323-2 February 23, 2000 Page 2 If the above design criteria are incorrect or change, we should be consulted to review recommendations contained in this report. In any case, ECI should be retained to perform a general review of the final construction design. SITE CONDITIONS Surface The subject site is located approximately three hundred (300) feet east of the intersection of South Third Street and Rainier Avenue South in Renton (see Plate 1, Vicinity Map). The site is currently used as a parking area for Safeway Store #1563 located approximately two hundred (200) feet east of the site. The site is bordered to the west by a car dealership, to the south by South Third Street and to the north and east by an existing asphalt-paved parking lot for the Safeway Store. The site is essentially flat with little discernible elevation change across the site and is paved with asphalt. Subsurface Subsurface conditions were evaluated by drilling two borings and reviewing subsurface data from our previous study completed for the existing Safeway Store. The approximate locations of the borings are shown on Plate 2. Please refer to the Boring Logs, Plates A2 through A9 for a detailed description of the conditions encountered at each location explored. A description of the field exploration methods is included in Appendix A. The following is a generalized description of the subsurface conditions encountered. In the area of the proposed fueling station as observed in Borings B-101 and B-102 we } encountered seven and one half to nine feet of existing fill. Fill thickness to the north and east of the site ranged from two and one half to five feet thick as observed in Borings B-3 and B-5. The fill consists of loose to medium dense silty sand and sandy silt with varying amounts of gravel (Unified Soil Classifications SM and ML, respectively). The fill was characterized by the presence of angular gravel fragments, its loose consistency and the presence of trace organic debris. Earth Consultants, Inc. i t GEOTECHNICAL ENGINEERING STUDY SSOE, Inc. E-7323-2 February 23, 2000 Page 3 The native soils typically consisted of interbedded sequences of medium dense to dense poorly graded sand with silt (SP-SM), poorly graded gravel with sand (GP) and poorly graded sand (SP) to the maximum exploration depth of twenty one and one half (21 .5) feet below existing grade. In Boring B-101 we encountered a five foot layer of loose to medium dense silty sand (SM) at ten (10) feet below existing grade. In addition, in Boring B-101 we encountered medium dense to dense sandy silt with varying amounts of organic wood debris. Groundwater Moderate to heavy groundwater seepage was encountered at each of the boring locations at depths ranging from five to fourteen (14) feet below grade. The observed seepage and mottling indicates perched and localized pockets of groundwater seepage may be encountered in site excavations. The contractor should be aware of the potential for seepage and that groundwater is not static. There will likely be fluctuations in the level 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). Laboratory Testing Laboratory tests were conducted on representative soil samples to verify or modify the field soil classification and to evaluate the general physical properties and engineering characteristics of the soil encountered. Visual field classifications were supplemented by grain size analyses on representative soil samples. Moisture content tests were performed on all samples. The results of laboratory tests performed on specific samples are provided either at the appropriate sample depth on the individual boring logs or on a separate data sheet contained in Appendix B. It is important to note that these test results may not accurately represent the overall in-situ soil conditions. Our geotechnical recommendations are based on our interpretation of these test results and their use in guiding our engineering judgment. ECI cannot be responsible for the interpretation of these data by others. In accordance with our Standard Fee Schedule and General Conditions, the soil samples for this project will be discarded after a period of fifteen days following completion of this report unless we are otherwise directed in writing. Earth Consultants, Inc. r � GEOTECHNICAL ENGINEERING STUDY SSOE, Inc. E-7323-2 February 23, 2000 Page 4 DISCUSSION AND RECOMMENDATIONS General Based on the results of our study, it is our opinion the proposed fueling station can be constructed generally as planned. Support for the kiosk and fuel island canopy can be provided using conventional spread and continuous footing foundation systems bearing on competent native soil, the existing competent fill or on structural fill used to modify existing site grades. Slab-on-grade floors may be similarly supported. Localized zones of loose soil were encountered at each of the boring locations. If loose soil is encountered at construction subgrade elevations, the loose soil should either be overexcavated and replaced with structural fill or compacted in-place to the requirements of structural fill as defined in the Site Preparation and General Earthwork section of this report. Alternatively, the footings for the proposed kiosk may be extended through the loose soil. In addition, soil containing varying amounts of organic wood debris was observed in Boring B-101 at fifteen (15) to twenty (20) feet below existing grade. The organic content appeared to be less than 5 percent and should not adversely affect the proposed development. However, ECI should observe foundation and underground storage tank excavations to assess bearing soils. This report has been prepared for specific application to this project only and 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 this area for the exclusive use of SSOE, Inc. and their representatives. No warranty, expressed or implied, is made. This report, in its entirety, should be included in the project contract documents for the information of the contractor. Site Preparation and General Earthwork The site should be stripped and cleared of foundations, surface vegetation and any other deleterious material. Existing utility pipes to be abandoned should be plugged or removed so they do not provide a conduit for water and cause soil saturation and stability problems. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY SSOE, Inc. E-7323-2 February 23, 2000 Page 5 Localized zones of loose soil were encountered at each of the boring locations. If loose soil is encountered at construction subgrade elevations, the loose soil should either be overexcavated and replaced with structural fill or compacted in-place to the requirements of structural fill as defined in the Site Preparation and General Earthwork section of this report. Alternatively, the footings for the proposed kiosk may be extended through the loose soil. In addition, soil containing varying amounts of organic wood debris was observed in Boring B-101 at fifteen (15) to twenty (20) feet below existing grade. The organic content appeared to be less than 5 percent and should not adversely affect the proposed development. However, ECI should observe foundation and underground storage tank excavations to evaluate exposed soils. It may be possible to crush the existing site pavements for use as structural fill materials. Materials reclaimed by crushing and used as fill should have a maximum size of three inches and should be mixed with soil to provide a well graded material. Following the stripping operation, the ground surface where structural fill, foundations, or slabs are to be placed should be observed by a representative of ECI. Proofrolling may be necessary in order to identify soft or unstable areas. Proofrolling should be performed under the observation of a representative of ECI. Soil in loose or soft areas, if recompacted and still excessively yielding, should be overexcavated and be replaced with structural fill to a depth that will provide a stable base beneath the general structural fill. The optional use of a geotextile fabric placed directly on the overexcavated surface may help to bridge unstable areas. Structural fill is defined as compacted fill placed under buildings, roadways, slabs, pavements, or other load-bearing areas. Structural fill under floor slabs and footings should be placed in horizontal lifts not exceeding twelve (12) inches in loose thickness and compacted to a minimum of 90 percent of its laboratory maximum dry density determined in accordance with ASTM Test Designation D-1557-91 (Modified Proctor). The fill materials should be placed at or near their optimum moisture content. Fill under pavements and walks should also be placed in horizontal lifts and compacted to 90 percent of maximum density except for the top twelve (12) inches which should be compacted to 95 percent of maximum density. Earth Consultants, Inc. 1 GEOTECHNICAL ENGINEERING STUDY SSOE, Inc. E-7323-2 February 23, 2000 Page 6 During dry weather, most soils that are compactible and non-organic can be used as structural fill. Based on the results of our review, the on-site soils appear to be near their optimum moisture content and should be suitable for use in their present condition as structural fill, provided the grading operations are conducted during dry weather. However, the site soils have greater than 5 percent fines passing the No. 200 sieve. Soil with fines in this range will degrade if exposed to excessive moisture, and compaction and grading will be difficult if the soil moisture increases significantly above its optimum condition. If the site soil is exposed to moisture and cannot be adequately compacted, then it may be necessary to import a soil that can be compacted. During dry weather, any non- organic compactible soil with a maximum grain size of six inches can be used. Fill for use during wet weather should consist of a fairly well graded granular material having a maximum grain size of six 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. Foundations Based on the results of our study, it is our opinion the proposed kiosk and fueling island canopy can be supported on conventional spread and continuous footing foundation systems bearing on competent native soil, existing competent fill or structural fill used to modify site grades. Localized zones of loose soil were encountered at each of the boring locations. If loose soil is encountered at construction subgrade elevations, the loose soil should either be overexcavated and replaced with structural fill or compacted in-place to the requirements of structural fill as defined in the Site Preparation and General Earthwork section of this report. Alternatively, the footings for the proposed kiosk may be extended through the loose soil. Soil containing varying amounts of organic wood debris was observed in Boring B-101 at fifteen (15) to twenty (20) feet below existing grade. The organic content appeared to be less than 5 percent and should not adversely affect the proposed development. However, ECI should observe foundation and underground storage tank excavations to evaluate exposed soils. Earth Consultants. Inc. GEOTECHNICAL ENGINEERING STUDY SSOE, Inc. E-7323-2 February 23, 2000 Page 7 For frost protection, exterior foundation elements should be placed at a minimum depth of eighteen (18) inches below final exterior grade. Interior spread foundations can be placed at a minimum depth of twelve (12) inches below the top of slab, except in unheated areas, where interior foundation elements should be founded at a minimum depth of eighteen (18) inches. With foundation support obtained as described, for design, an allowable soil bearing capacity of two thousand five hundred (2,500) pounds per square foot (psf) can be used for the competent native soil or existing fill, and newly placed structural fill. Continuous and individual spread footings should have minimum widths of eighteen (18) and twenty-four (24) inches, respectively. Loading of this magnitude would be provided with a theoretical factor-of-safety in excess of three against actual shear failure. For short-term dynamic loading conditions, a one-third increase in the above allowable bearing capacities can be used. With structural loading as expected, total settlement of about one inch is anticipated with differential movement of about one-half inch. Most of the anticipated settlements should occur during construction as dead loads are applied. 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 the competent native soils or backfilled with structural fill. For frictional capacity, a coefficient of .40 can be used. For passive earth pressure, the available resistance can be computed using an equivalent fluid pressure of three hundred fifty (350) 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. Footing excavations should be observed by a representative of ECI, prior to placing forms or rebar, to verify that conditions are as anticipated in this report. Slab-on-Grade Floors Slab-on-grade floors may be supported on competent native soil, existing competent fill, or on structural fill used to modify site grades. Disturbed subgrade soil must either be recompacted or replaced with structural fill. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY SSOE, Inc. E-7323-2 February 23, 2000 Page 8 The slab should be provided with a minimum of four inches of free-draining sand or gravel. In areas where slab moisture is undesirable, a vapor barrier such as a 6-mil plastic membrane may be placed beneath the slab. Two inches of damp sand may be placed over the membrane for protection during construction and to aid in curing of the concrete. Seismic Design Considerations The Puget Lowland is classified as a Seismic Zone 3 in the 1997 Uniform Building Code (UBC). 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 1949, 7.2 magnitude earthquake in the Olympia area and the 1965, 6.5 magnitude earthquake in the Midway area. 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. { Liquefaction: 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. Earth Consultants, Inc. 1 GEOTECHNICAL ENGINEERING STUDY SSOE, Inc. E-7323-2 February 23, 2000 Page 9 In our opinion, the potential for liquefaction induced settlement of the, soils underlying the site should be negligible provided the recommendations in this report are followed. Ground Motion Response: The 1997 UBC Earthquake regulations contain a static force procedure for design base shear calculations. Based on the encountered soil conditions it is our opinion soil profile type SD, Stiff Soil, as defined in Table 16-J should be used to characterize the site soils. Excavations and Slopes The following information is provided solely as a service to our client. Under no circumstances should this information be interpreted to mean that ECI is assuming responsibility for construction site safety or the contractor's activities; such responsibility is not being implied and should not be inferred. The inclination of temporary slopes is dependent on several variables, including the height of the cut, the soil type and density, the presence of groundwater seepage, construction timing, weather, and surcharge loads from adjacent structures, roads and equipment. In no case should excavation slopes be greater than the limits specified in local, state (WISHA) and Federal (OSHA) safety regulations. In our opinion, the loose to medium dense soils underlying the site would be classified as Type C based on Washington Administrative Code (WAC) 296, Part N. Temporary cuts greater than four feet in height in Type C soils should be sloped at an inclination of 1 .5H(Horizontal):1V(Vertical). The underlying dense to very dense native soils would be classified as Type A soils. Temporary cuts greater than four feet in height in Type A soils should be sloped at an inclination of 0.75 H:1V. Because of the many variables involved, the inclination of temporary excavation slopes should be evaluated during construction, as the actual soil conditions become more apparent. If slopes of this inclination, or flatter, cannot be constructed, temporary shoring may be necessary. Shoring will help protect against slope or excavation collapse, and will provide protection to workers in the excavation. If temporary shoring is required, we will be available to provide shoring design criteria. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY SSOE, Inc. E-7323-2 February 23, 2000 Page 10 Site Drainage Groundwater seepage was encountered at each of the boring locations at depths ranging from five to fourteen (14) feet below grade. As such, groundwater seepage will likely be encountered in the underground storage tank and utility excavations. If seepage is encountered, the bottom of the excavation should be sloped to one or more shallow sump pits. The collected water can then be pumped from these pits to a positive and permanent discharge, such as a nearby storm drain. Depending on the magnitude of such seepage, it may also be necessary to connect the sump pits by a system of connector trenches. The appropriate locations of subsurface drains, if needed, should be established during grading operations by ECI's representative at which time the seepage areas, if present, may be more clearly defined. During construction, the site must be graded such that surface water is directed off the site. Water must not be allowed to stand in areas where buildings, slabs or pavements are to be constructed. Loose surfaces should be sealed at night by compacting the surface to reduce the potential for moisture infiltration into the soils. Final site grades must allow for drainage away from the building foundations. The ground should be sloped at a gradient of three percent for a distance of at least ten feet away from the building, except in paved areas, which can be sloped at a gradient of two percent. Utility Support and Backfill Based on the soil conditions encountered, the soils expected to be exposed by utility excavations should provide adequate support for utilities and the underground storage tanks. Utility trench backfill is a primary concern in reducing the potential for settlement along utility alignments, particularly in pavement areas. It is important that each section of utility line be adequately supported in the bedding material. The material should be hand tamped to ensure support is provided around the pipe haunches. Fill should be carefully placed and hand tamped to about twelve inches above the crown of the pipe before heavy compaction equipment is brought into use. The remainder of the trench backfill should be placed in lifts having a loose thickness of less than twelve inches. A typical trench backfill section and compaction requirements for load supporting and non-load supporting areas is presented on Plate 3. Earth Consultants, Inc. • GEOTECHNICAL ENGINEERING STUDY SSOE, Inc. E-7323-2 February 23, 2000 Page 11 Existing utility pipes to be abandoned should be plugged or removed so that they do not provide a conduit for water and cause soil saturation and stability problems. Fueling and Drive Area Pavements The adequacy of site pavements is related in part to the condition of the underlying subgrade. To provide a properly prepared subgrade for pavements, the subgrade should be treated and prepared as described in the Site Preparation and General Earthwork section of this report. This means at least the top twelve (12) inches of the subgrade should be compacted to 95 percent of the maximum dry density (per ASTM D-1557- 91). It is possible that some localized areas of soft, wet or unstable subgrade may still exist after this process. Therefore, a greater thickness of structural fill or crushed rock may be needed to stabilize these localized areas. The following pavement section for lightly-loaded areas can be used: • Two inches of asphalt concrete (AC) over four inches of crushed rock base (CRB) material, or • Two inches of AC over three inches of asphalt treated base (ATB) material. • Four inches of Portland concrete cement (PCC). For heavier truck traffic areas, the following sections can be used: • Three inches of AC over six inches of CRB material, or • Three inches of AC over four and one half inches of ATB material. • Six inches of PCC. Pavement materials should conform to WSDOT specifications. The use of a Class B asphalt mix is suggested. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY SSOE, Inc. E-7323-2 • February 23, 2000 Page 12 LIMITATIONS Our recommendations and conclusions are based on 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 this area. No warranty is expressed or implied. The recommendations submitted in this report are based upon the data obtained from the borings. Soil and groundwater conditions between borings may vary from those encountered. The nature and extent of variations between our exploratory locations may not become evident until construction. If variations do appear, ECI should be requested to reevaluate the recommendations of this report and to modify or verify them in writing prior to proceeding with the construction. Additional Services As the geotechnical engineer of record, ECI 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. ECI 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 do not accept responsibility for the performance of the foundation or earthwork unless we are retained to review the construction drawings and specifications, and to provide construction observation and testing services. Earth Consultants, Inc. ak tr' }r fyy`? "i .-F, _ 'r,. '•:.;;,L'"<i,?= k y i;`. fi:f"' t'.'177 'sy',P(,,';iatl,.- t,r Wes+ ;t �•1 3 3c1P,SF .. ' ' w 0 Y t.;.44. elf;, ' oi, ys i M11,'" S'.,>� �?+J7 �,n l �['"r-. ax`� � t t E '''} 7�z -'';zr s e.r,� f. '-'' - . 'f;tM1 cj E� i� N -1, , r4. yi3. Zrs; Sv q 4_.. r r5 Y A • s J c if.'1'—4440 1 A7# M i }.., # a,t i i d , i i i j1 sJ$;NSA �r * v" �,` `-< . L !.t^�' - �� 4- aG M b 'I3:iy 1 fIV '' 'f i. ' s yv, ° As.,,..,;,..• F q ' i In': "y7 rf1ti[ y.i&, �,-- '"Y�. '44, �r.at-`iliti. x /}7. 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R �.0'it iG. r•3 :`,,,� 3+h. tom'r }' "1 '� gg" {'*. a s�tiit a s.• a+ 4-:, D n, -y ^' `-�'s 4t}'• �+P'Tv kn Ks'( 3`t s�J n. t'rv,'S i 4 s W^s,L��. t, lob, ,. y• "5 s r m•a` ' .` -,'>. t' +14 F.--.'-" `� .4. ` .7 ,Y`w�T?a h4 a.c � x >..a; rye._, - �„� }.,--'*,,,irk. er: '^- �R -" € Vx' : 7N' a � t•, es!. Irim. a.Crt'1nv _: i.gazi., ks43......6,-,..s` ,: 4 .....:.,.. t - '� �'t .t :.:'y 7n",.` : 3K,d.rt'a'i' .c+.o,._. aMzw:� ra�.�.'-.. sxfx >': i Reference: )'1``f,rwL,,�j� EarthnConsultantslalin .. 11b s. Sclenns Puget Sound Area King County/Map 656 Vicinity Map By Thomas Brothers Maps Dated 2000 Proposed Safeway Fueling Station Renton, Washington NOTE:This plate may contain areas of color. ECI cannot be responsible for any subsequent Drwn. GLS Date Feb. 2000 Proj. No. 7323-2 misinterpretation of the information resulting Checked MGM Date 2/22/00 Plate 1 from black&white reproductions of this plate. r i J) Parking Area Jc — - i Proposed Underground L. Storage Tank -, Existing B-3—f— - Safeway Store ( "V `8-101 L Proposed Fueling .-.- © .4 -:Island w/Canopy B-102 1 ` ! I 21. Kiosk— I I J B-5—?— — Q n nr a .___ ---_ _ __ -_ ____ _ __ �.. _.. _ __ _ _ _ 2_ _.__ -. _ ___ _.. _ ___ ._ ___ -- ... ...-- S. 3rd STREET LEGEND B-101I Approximate Location of ECI Boring, Proj. No. E-7323-2, Feb. 2000 B-31—Approximate Location of Approximate Scale ECI Boring, Proj. No. 0 40 80 160ft. E-7323, June 1996 Subject Site Proposed Building i/J,, �,`,: ,�,►, III1� - 01 Earth Consultants, Inc. {\� y ,r Geotechnical Engineers,Geologists&Environmental Scientists ! Existing Building �1� . (Not the Focus of this Study) Boring Location Plan Proposed Safeway Fueling Station Renton, Washington NOTE: This plate may contain areas of color. ECI cannot be responsible for any subsequent Drwn. GLS Date Feb.2000 Proj. No. 7323-2 misinterpretation of the information resulting from black&white reproductions of this plate. Checked MGM Date 2/22/00 Plate 2 Non-Load Supporting Floor Slab or 1-4 Areas Roadway Areas ,,,,i r .y 0 ° Varies 0 0 0. o 0 0 o _'� ° 9 5 0 0 0 0 �^85:. a T z ▪ •s:. ▪ 195 1 Foot Minimum m .r... V it vi Backfill ::•'+:• ?, rt:i...: :Y.{.ry,�•r,51�=4iL'C~ 1::K::+!lh..:!�f`'fwv::•^.:ti:f%•:�}�R'% c )'G- em rs:•„=z-�Ty. T . f:� �' Y�'�ii ' t 1 i ::�. ` ;= ,A':<-<.i ::j : T lxp .: ,; ,3 „ �.. .4Vr-::. > . ice„:a „ `.eltr s :F;". 4 ;TM�"' ris ^'` 'th< Varies ' n�4-4Lti: -J'+.ii.4.t* + ,X:• •YV$y_J• ,k t`rggAiWamy�=rKs. �Wii ' o>. JsF4 _T.. 1.::::: . . 4.:g ..itt Q• ° ;b.°C a° 0 Bedding 2o o°o Qoa o a•*0••o• C Varies ,n0rio°•.°.obQonO�o°o°. .6::,0.OQ.O.0 'cc!) • t 1 LEGEND: I , •• Asphalt or Concrete Pavement or Concrete Floor Slab •a °°°' Base Material or Base Rock Backfill; Compacted On-Site Soil or Imported Select Fill Material as Described in the Site Preparation of the General Earthwork Section of the Attached Report Text. 0 0Minimum Percentage of Maximum Laboratory Dry Density as Determined by ASTM Test Method D 1557-78 (Modified Proctor), Unless Otherwise Specified in the Attached Report Text. �.•. o,o�°�� Bedding Material; Material Type Depends on Type of Pipe and °0.0000''p' Laying Conditions. Bedding Should Conform to the Manufacturers °"'' ='` Recommendations for the Type of Pipe Selected. • he .0»� 411\ TYPICAL UTILITY TRENCH FILL 11�ill $4ff Earth Consultants Inc. Proposed Safeway Fueling Station iId, 14 G thnical Englnerrs.Geologists b linvitonmenial Scienlisis Renton, Washington Proj. No. 7323-2 I Drwn. GLS I Date Feb.2000 Checked MGM I Date 2/22/00 I Plate 3 i Al i _ I APPENDIX A FIELD EXPLORATION E-7323-2 Our field exploration was performed on February 14, 2000. Subsurface conditions at the site were explored by drilling two borings to a maximum exploration depth of twenty one and one half (21 .5) feet below existing grade. The borings for this study were drilled by Associated Drilling using a truck-mounted drill rig. We also reviewed two logs from our geotechnical engineering study for the existing Safeway Store. Approximate boring locations were estimated by pacing from site features depicted on the site plan provided by the client. The elevations were estimated relative to one another. The locations and elevations of the borings should be considered accurate only to the degree implied by the method used. These approximate locations are shown on the Boring Location Plan, Plate 2. The field exploration was continuously monitored by an engineer from our firm who classified the soils encountered, maintained a log of each boring, obtained representative samples, measured groundwater levels, and observed pertinent site features. The samples were visually classified in accordance with the Unified Soil Classification System that is presented on Plate Al, Legend. Representative soil samples were placed in closed containers and returned to our laboratory for further examination and testing. Logs of the borings are presented on Plates A2 through A9. The final logs represent our interpretations of the field logs and the results of the laboratory examination and tests of field samples. The stratification lines on the logs represent the approximate boundaries between soil types. In actuality, the transitions may be more gradual. The borings were drilled using hollow stem augers. In each boring, Standard Penetration Tests (SPT) were performed at selected intervals in general accordance with ASTM Test Designation D-1586. The split spoon samples were driven with a one hundred forty (140) pound hammer freely falling thirty (30) inches. The number of blows required to drive the last twelve (12) inches of penetration are called the "N- value". This value helps to characterize the site soils and is used in our engineering analyses. These results are recorded on the boring logs at the appropriate sample depths. Earth Consultants, Inc. ( 1 MAJOR DIVISIONS GRAPH LETTER SYMBOL SYMBOL TYPICAL DESCRIPTION Ca C] O C GW Well-Graded Gravels, Gravel-Sand Gravel 'b o 4 e 0 o gW Mixtures, Little Or No Fines And Clean Gravels I n n n Gravelly (little or no fines) r ` Ili 1 GP Poorly-Graded Gravels,Gravel- Coarse Soils ' I ' 11 ' I ' gp Sand Mixtures,Little Or No Fines Grained • Soils More Than GM Silty Gravels,Gravel-Sand- , : 50% Coarse Gravels With gm Silt Mixtures j Fraction Fines(appreciable Retained On amount of fines) GC Clayey Gravels,Gravel-Sand- No.4 Sieve A gC Clay Mixtures o SW Well-Graded Sands, Gravelly And Clean Sand o o 0 o Sand ' o o SW Sands, Little Or No Fines Sandy (little or no fines) gq; tii * SP Poorly-Graded Sands, Gravelly More Than Soils :iiri f%l:41"' 50% Material .c: r,f t,,'t�8,St Sp Sands, Little Or No Fines Larger Than .More Than No.200 Sieve 50% Coarse Sands With € ` `` SM Sm Silty Sands,Sand-Silt Mixtures Size Fraction r _.. .. Fines(appreciable Passing No.4 amount of fines) ••• •",•,••`••" SC Sieve ''' :.:i SC Clayey Sands, Sand-Clay Mixtures ML Inorganic S ,Ro (. ml Clayey Fine Sands;Silts&Very ClayeyFine Siltsands w/SlightckFloPlastricitySilty- Fine Silts Liquid Limit , CL Inorganic Clays Of Low To Medium Plasticity, Grained And Less Than 50 //� CI Gravelly Clays, Sandy Clays, Silty Clays, Lean Soils Clays Organic Silts And Organic I I I I 1 I I I I I I OL Ol Silty Clays Of Low Plasticity MH Inorganic Silts,Micaceous Or Diatomaceous Fine More Than Intl Sand Or Silty Soils 50% Material Silts Liquid Limit Smaller Than And CH inorganic Clays Of High No.200 Sieve Clays Greater Than 50 / Ctl Plasticity, Fat Clays Size J� �� OH Organic Clays Of Medium To'High ,� Oh Plasticity, Organic Silts 11�i PT Peat, Humus, Swamp Soils Highly Organic Soils ,I�„'•, ,Try `' pt With High Organic Contents Topsoil '4,4,4. Humus 4 Humus And Duff Layer ••�•�•�•�• �• Highly Variable Constituents Fill ••�•�•�••� 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. DUAL SYMBOLS are used to Indicate borderline soil classification. C TORVANE READING,tsf I 2"O.D.SPLIT SPOON SAMPLER qu PENETROMETER READING,tsf W MOISTURE,%dry weight II 24"I.D. RING OR SHELBY TUBE SAMPLER P SAMPLER PUSHED * SAMPLE NOT RECOVERED i WATER OBSERVATION WELL pcf DRY DENSITY,lbs.per cubic ft. LL LIQUID LIMIT, % SZ DEPTH OF ENCOUNTERED GROUNDWATER PI PLASTIC INDEX DURING EXCAVATION Y SUBSEQUENT GROUNDWATER LEVEL W/DATE 4►5: lk 441\ LEGEND Earth Consultants Inc. ,I1i(lr#` ...III III a IS igiurcrs.Goolugisis&F.110rmnM7lla1 SOO IIIs11 i Proj. No.7323-2I Date Feb. '00 I Plate Al Boring Log 1 Sheet of Project Name: I 1 2 _ Proposed Safeway Fueling Station Job No. I Logged by: Start Date: Completion Date: Boring No.: 7323-2 WRJ 2/14/00 2/14/00 B-101 _ I Drilling Contactor. Drilling Method: Sampling Method: SPT i Associated HSA Ground Surface Elevation: Hole Completion: 100' ❑Monitoring Well Cl Piezometer ® Abandoned,sealed with bentonite No r N . Surface conditions: Parking Lot: 1.5"-2"Asphalt Surface Notes General 06) Blows 6 `E o u. N ? o - ►••••••4 SM Brown silty fine to medium SAND,medium dense, moist(Fill) ••i•i•i 13.0 0 •�•. ►��•.4 � •••,4 ►•..•�1• 2 - ►•.•.•.1 11.9 ►�•�•�•� 3 22 ►0to:. : ►�•�•�•, 5 15.5 �•�� , . 14 ►�•• . ►����•�4 6 •�•�•�w 7 9.6 8 SP-SM Brown poorly graded SAND with silt and gravel, medium dense, i 26 :'.b moist s • .•a e. 10 1 13.4 • -becomes loose and wet 10 •°a, • 11 -contains interbedded silt layers + o 12 '''0 13 0 e. . o. 14 e. e • 103.5 15 ML Black sandy SILT,dense, moist as 16 -contains organics 17 • S 18 I b 19 -contains wood fragments U W R. Boring Log 1 Fill. iilli ( ,-,iviiiii Earth Consultants Inc. Proposed Safeway Fueling Station 0 \ !)i`ivy N.UJ 0.0RtymKalFnginetos.C, * y+�Fnvlromw.nralScientists Renton,Washington 0 z mProj.No. 7323-2 I Dwn. GLS I Date Feb.2000 Checked WRJ I Date 2/24/00 Plate A2 Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering 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 i information presented on this log. Boring Log _ Sheet of Project Name: 2 2 Proposed Safeway Fueling Station Job No. Logged by: Start Date: Completion Date: Boring No.: 7323-2 WRJ 2/14/00 2/14/00 B-101 Drilling Contactor. Drilling Method: Sampling Method: Associated HSA SPT Ground Surface Elevation: Hole Completion: 100' 0 Monitoring Well ' 0 Piezometer ® Abandoned,sealed with bentonite Notes General (� Blows T 2 i` m u) Ft. a co rn co 29.4 ML Black sandy SILT,dense, moist 24 21 -contains wood fragments 22 23 , 24 14.1 I 25 GP-GM Brown poorly graded GRAVEL with sand,dense,wet 43 6 ••. 26 -contains wood debris Boring terminated at 26.5 feet below existing grade. Groundwater seepage encountered at 14.0 feet during dnlling. Boring backfilled with bentonite and cuttings. NOTE:Elevations estimated, relative to each other. I i 1 i 0 U , lL 2 N ;dr 'AV. 44k Boring Log Earth Consultants Inc. Proposed Safeway Fueling Station "el( li v� t I! `f r Ai Gcorectinteal Fnglnects.Gcologtss&FnNronmenral kirntlsn Renton,Washington O J 2, , Proj.No. 7323-2 Dwn. GLS Date Feb.2000 Checked WRJ Date 2/24/00 Plate A3 Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering 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 presented on this log. , Boring Log Project Name: I Sheet of 1 2 Proposed Safeway Fueling Station Job No. Logged by: Start Date: Completion Date: Boring No.: 7323-2 WRJ 2/14/00 2/14/00 B-102 Drilling Contactor. Drilling Method: Sampling Method: SPT Associated HSA ' Ground Surface Elevation: Hole Completion: 100' 0 Monitoring Well ❑ Piezometer ® Abandoned,sealed with bentonite • Surface Conditions: Parking Lot: 1.5"-2"Asphalt Surface No. " 6 L m cn Notes GeneraI % Blows m E o LL E ? E ( ) Ft. 5 u N N SM Brown silty fine to medium SAND with gravel, medium dense,moist ♦i♦i♦ (Fill) 14.2 ��•�• ♦♦♦ 1 ♦♦:♦.♦ ♦♦♦ ♦♦�♦�♦4 2 — •♦�♦�• 14.9 69 ♦� 3 ♦♦4 i �♦V. 4 ♦ •♦♦♦♦4 ��♦ 33.3 �,♦�♦4 ML Brown sandy SILT, loose,moist(Fill) I 6 ♦♦♦♦ ♦i♦♦♦♦i♦ 6 -iron ode staining ♦♦ •♦♦�♦• ..... ♦♦♦ 7 --- ♦♦♦♦♦ -contains interbedding layers of silt 38.4 ♦•♦•♦4 5 :� 8 • ♦♦♦♦♦♦ 9 SP-SM Brown poorly graded SAND with silt and gravel,dense,wet :::>. 11.3 a. 43 a , O 12 , ,3., a F' ' 13 o °.'e :. 14 y, O: 11.4 15 -contains interbedding sand layers 26 16 -medium to coarse grained sand 17 $ .0 18 • ae a CS • W o „ o Boring Log Earth Consultants Inc. Proposed Safeway Fueling Station i f mr)" \ ip \Air� Gcrtxrcimk-al Fnglnt:en.Gmh7s1+11Fnvlronmmral tictrntl- Renton,Washington Z F.m Proj.No. 7323-2 I Dwn. GLS I Date Feb.2000 Checked WRJ I Date 2/24/00 I Plate A4 Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified the use engineering tests, o interpretation analysis ty is othersnd of judgment. They are not necessarily representative of other times and locations.We cannot accept responsibility information presented on this log. 1 . Boring Log Sheet of Project Name: I 2 2 Proposed Safeway Fueling Station Job No. I Logged by: Start Date: I Completion Date: Boring No.: 7323-2 WRJ 2/14/00 l 2/14/00 B-102 Drilling Contactor. Drilling Method: Sampling Method: Associated HSA SPT Ground Surface Elevation: Hole Completion: 100' ❑Monitoring Well ❑ Piezometer ® Abandoned,sealed with bentonite No 0 o L ar r o ' General % n j Nes Blows AEit a Ft. 9 mo 43 u) 22.2 a.{, :: ..t SP-SM Brown poorly graded SAND,dense,wet,gravel content decreases i e< ,. 21 — >a:: -coarse grained sand Boring terminated at 21.5 feet below existing grade.Groundwater i seepage encountered at 5.0 feet during drilling.Boring backfilled with bentonite and cuttings. j I 0 g ! o U W a 444. Boring Log i li n, Earth Consultants Inc. Proposed Safeway Fueling Station i km0,\livI tin! GainttnkatFnRfiects.GxoMRtsrs&En Ironn1emL Sclmtigs Renton,Washington Z 1 Date Feb.2000 Checked WRJ Date 2/24/00 I Plate A5 mProj.No. 7323-2 I Dwn. GLS Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering 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 presented on this log. • Boring Log Project Name: Sheet of Proposed Safeway Store 1 2 Job No. Logged by: Start Date: Completion Date: Boring No.: 7323 RAC 6/12/96 6/12/96 B-3 Drilling Contactor: Drilling Method: Sampling Method: Associated Drilling HSA SPT Ground Surface Elevation: Hole Completion: ❑ Monitoring Well ❑ Piezometer ® Abandoned,sealed with bentonite — .c Surface Conditions: : w p O BlOWS a. E a 4- E N E I (%) Ft. L a b / 7 3 to) VI . y �•� SM (Approximately 2"Asphalt over 4-6"Gravel Base) • ♦♦ FILL:Brown to black silty fine to medium SAND,loose, moist • ♦♦♦ ♦♦♦♦♦♦ 1 - i ♦•♦•♦ . ♦♦♦♦♦ ♦♦♦♦♦ 2 — ♦�♦�♦ 1 ♦♦♦♦♦ 13.8 13 ���� 3 -becomes medium dense, moist to wet ♦♦ ii• 4 s ::. 5 :;. > PP-SM Gray pony graded fine to medium SAND with gravel, dense, moist 6.3 32 It!', . jf • +` : • 3 -becomes very dense 3.9 75 : 8 41..: 9 " 10 a GP Grades to poorlygraded GRAVEL with sand,dense,water bearing • "' �; -groundwater table encountered at approximately 10' 6.7 45 •1• 11 • • • 12 SP Grades to poorly graded fine to coarse SAND with gravel,dense, j :;Q Q: water bearing a«%: 13 :v:::,, 14 'cia;e. 15 ai'iii7.9 39 tc: :i:> s: as;Eb::: 16 .:a.:.:: 17 m !•2•0<::>: 19 p. ait4'°^f • e i<i;4:i?. ` Boring Log I(,-• ifol ) Earth Consultants Inc., ( Proposed Safeway Store � c• ie:i U� ` i viiwi Gedediailcala'&*'eer&` sts&EnvIroruntntal Sdenasts Renton,Washington n -I Proj.No. 7323 Dwn. GLS Date June'96 Checked RAC Date 6/25/96 Plate A6 m C:,hw,irface conditions depicted represent our observations at the time and location of this exploratory hole,modified by.engineering tests, Boring Log Project Name: Sheet of Proposed Safeway Store - 2 2 Job No. Logged by: Start Date: Completion Date: Boring No.: 7323 RAC 6/12/96 6/12/96 B-3 Drilling Contactor: Drilling Method: Sampling Method: Associated Drilling HSA _ SPT Ground Surface Elevation: Hole Completion: 1 El Monitoring Well ❑ Piezometer ® Abandoned,sealed with bentonite - , u • — No. — —aL — o w Blows a. E a ~ E Vl a (V Ft. L y p IL 11 N 3 y r.; 18.4 31 .�.'�'* gag* -increasing sand content . Boring terminated at 21.5 feet below existing grade. Groundwater table encountered at 10.0 feet during drilling. Boring backfilled with cuttings,bentonite and asphalt patch. Os in N 10 it (.4-, 444% Boring Log ri ,1 ly An Earth Consultants Inc. Proposed Safeway Store ri Renton,Washington coProj.No. 7323 I Own. GLS Date June'96 Checked RAC Date 6/25/96 Plate A7 Subsurface conditions de icted represent our observations at the time and location of this exploratory hole,modified by engineering tests, __._____. .e...e.......fnti„o of nther times and locations_We cannot accent responsibility for the use or Boring Log Project Name: Sheet of Proposed Safeway Store 1 2 Job No. Logged by: Start Date: Completion Date: Baring No.: 7323 RAC 6/12/96 6/12/96 B-55 , Drilling Contactor: Drilling Method: Sampling Method: Associated Drilling HSA _ SPT Ground Surface Elevation: Hole Completion: ' ❑ Monitoring Well ❑ Piezometer ® Abandoned,sealed with bentonite o Surface Conditions: No. _. o t ® to o (96j Blows t E m IL i ? i F' 0 N C N N . FILL:Brown silty fine to medium SAND with gravel,loose, moist •�• 1 — ••• •~• 2 — ••• ML Gray sandy SILT,loose,wet, some mottling 29.8 6 111 3 4 fi SM Grades to silty fine to medium SAND, loose,wet,trace gravel 1 5 25.0 4 6 • " '•` 7 SP Grades to poorly graded fine to medium SAND with gravel, loose, :::i b moist small sample recovery ;0: 9 : 8 5.5.1 6 :<,•• ' :::ex:* -.. GP Grades to poorlygraded GRAVEL with sand, medium dense,water 10 bearing, groundwater table encountered at approximately 9.5' 11.0 13 • • ' 11 di. 0. •A• 12 ▪Mb v 10.5 14 w A 13 -increasing coarse sand content • • ► s .. • 14 14 SP Grades to poorly graded medium to coarse SAND with gravel, ^` 'o'•::> .' 15 ! ,_:o,Qd medium dense,water bearing 18 MQ.Iii:::a 16 • a•.:;a %a:•:>; ::,>:;04:' 18 .— to :;:;6::0 , 19 V1 ;:;::a;:q ri, Boring Log (, li( tyta I) Earth Consultants Inc. Proposed Safeway Store i\ill/NAri GeolechrecalEnglneers.CcologIsts`Envircanznial SoefukasRenton,Washington -( Proj.No. 7323 Own. GLS r Date June'96 Checked RAC Date 6/25/96 [ Plate A8 co Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests, I ___�__e-__.j:..,��...,.• .............•..e..e..00ra.,ennrocontativa of nther times and locations_We cannot accent responsibility for the use or r Boring Log Project Name: Sheet of Proposed Safeway Store _ 2 2 Job No. Logged by: Start Date: Completion Date: Baring No.: 7323 RAC 6/12/96 6/12/96 B-5 Drilling Contactor: Drilling Method: Sampling Method: Associated Drilling HSA SPT Ground Surface Elevation: Hole Completion: ❑ Monitoring Well ❑ Piezometer ® Abandoned,sealed with bentonite I — No. o L — Vl o %) Ft Blows a m LL d 7 i PI G N H gag 12.0 22 fr*a°: 'OW:- 21 Boring terminated at 21.5 feet below existing grade. Groundwater table encountered at 9.5 feet during drilling. Boring backfilled with cuttings and bentonite. • U, " to ,T �i . 11; /141V Boring Log p � . ����� Earth Consultants Inc. Proposed Safeway Store " irl��e Q, � s Renton,Washington I r Proj.No. 7323 Dwn. GLS Date June'96 Checked RAC Date 6/25/96 Plate A9 � m - Subsurface conditions depicted represent our observations at the.time time and location of this exploratory hole,modified by engineeriinrng ntests, _. .. � � a �....a. L.aia• 1Mn co nr B II 1 I. SIEVE ANALYSIS HYDROMETER ANALYSIS t7 SIZE OF OPENING IN INCHES I NUMBER OF MESH PER INCH, U.S.STANDARD _ GRAIN SIZE IN MM p O q m N B co O p0 O O 8 7 N.- v I.- C7 d m 0 to N M 1pA 1p0 OOD 0 N O O O O p 0 O CC11�����i tNi c0 M N 4 cn�n 0 •••.1 :-.114.0 4, ' - . . • i 4"- . . . „ - rn \ S - 20 7 _ 0 ! - - 30 M 3-4m 70 0 0z1 \ .� _ _ an -I T 60 - C) r t X 0 - 50 \ _ V) o t \8a • - - 60 >J x • 40 LCO O ' .=i 30 • 4) - - m \ -- - S I 0 • _ 80 ..- a 20 - - - C \ a. hd \ • 90 t 0 10 - — a m 0 1 I i l 1 1 Ii I I 1I 1 11 I I I 1 LI i l l J r - LI 1 1 - - 100 yd ly 0 0 0 0 0 0 0 0 OWW PI N OD to V M N • O O • aY O O O O O O O O O _^ Ii D M N0 O COW V M N O O 0 0 O O GRAIN SIZE IN MILLIMETERS I'IN o Hi Z COARSE I FINE COARSE I MEDIUM I FINE FINES - E CA COBBLES GRAVEL SAND W N N E' m • Moisture P' Z KEY Boring or DEPTH USCS DESCRIPTION Content (%) LL PL o co y Test Pit No. (ft.) 0 ort 0 (r) 0 Da m - r„ Q B-101 7.5 SP—SM Brown poor'ly,:graded SAND with silt & gravel 9.6 ___ ___ E rt a)fD w ii--- B-102 10 SP-SM • Brown poorly graded SAND •with silt & gravel 11.3 --- --- ed o J ,. 1 DISTRIBUTION E-7323-2 4 Copies SSOE, Inc. 3015 - 112th Avenue Northeast, Suite 101 Bellevue, Washington 98004 Attention: Mr. Stanley Paulus 1 Copy Bush, Roed and Hitchings 2009 Minor Avenue East Seattle, Washington 98102-3513 Attention: Mr. Pedro DeGuzman Earth Consultants, Inc. oo -059 61) PRELIMINARY STORM DRAINAGE REPORT FOR RENTON SAFEWAY FUEL STATION STORE NO. 1563 4).6'14c, FOR k+ 11/1ti,,i,1141t/4, rika104$, 74:74 /kJ SSOE, INC. Nk) 3015 112Th AVENUE NORTHEAST SUITE 101 BELLEVUE, WA 98004 BY BUSH,ROED&HITCHINGS, INC. 2009 MINOR AVENUE EAST SEATTLE, WA 98102 (206) 323-4144 JOB NO. 96298.04 DE6p..k ov viAsit4t/.1, c%No 7 APRIL 18, 2000 A Cr 0 43' 35646 • •tt,s. .to% ( *4'. 4:5.10NALV'N',i " • EXPIRES 6/11/ Ob TABLE OF CONTENTS I. PROJECT OVERVIEW 2 II. PRELIMINARY CONDITIONS SUMMARY 3 IlI. OFF-SITE ANALYSIS 4 IV. RETENTION/DETENTION ANALYSIS &DESIGN 5 V. CONVEYANCE SYSTEMS ANALYSIS &DESIGN 6 APPENDIX TIR WORKSHEET 8 TIR FOR SAFEWAY#1563 10 I. PROJECT OVERVIEW This project will construct a new fuel station addition to the existing Safeway store. The fuel station will be located at the southwest corner of the site, near the northeast corner of the intersection of Rainier Avenue South and South Third Street. Approximately 0.48 acres will be disturbed during construction, 0.05 acres of landscaping and 0.43 acres of impervious surfaces. Development of the fuel station will include grading and installation of sewer, storm, fire protection, and domestic water facilities. An erosion control plan will be developed to restrict silt-laden water from leaving the site during construction. II. PRELIMINARY CONDITIONS SUMMARY The entire Safeway site has recently been redeveloped to accommodate the new Safeway store, parking areas and future building pads. The area that is to become the new fuel station currently serves as a parking area. Because it has all ready been developed for commercial use, there is minimal slope throughout the site. There is a vacated Lake Avenue South right-of-way that runs through the west portion of the site and contains existing storm, sewer and water lines. The existing storm drainage system for the entire Safeway site collection of catch basins, storm lines, rain leaders, footing drains, and an underground detention vault. All stormwater from the site is ultimately discharged into the 24-inch storm drainage line in the vacated Lake Avenue South right-of-way. A geotechnical investigation has been prepared by Earth Consultants, Inc. and is available under separate cover. 4 III. OFF-SITE ANALYSIS Stormwater collected by the existing storm drainage system is discharged into the 24-inch concrete storm line in the vacated Lake Avenue South right-of-way. This storm line continues southwest under Rainer Avenue South and drains to a 50-inch concrete storm line. The storm system turns west,bordering the south side of Sunset Boulevard, then turns south and follows Hardie Avenue Southwest. The storm system proceeds southeast under the railroad, then turns southwest and travels along the south side of the railroad. The storm system then turns southwest, connects into a 54-inch concrete storm line, and proceeds west. This location is approximately one-quarter mile downstream of the site. s IV. RETENTION/DETENTION ANALYSIS &DESIGN Storm detention and water quality have previously been designed for the entire Safeway site. The underground vault provides both detention and water quality treatment, and has been sized for the 100-year/24-hour design storm per the 1990 King County Surface Water Design Manual (KCSWM)using the Santa Barbara Urban Hydrograph(SBUH) method. The detention vault has been designed to provide water quality treatment for all proposed pavement areas. Because the area of the proposed fuel station has all ready been included in the above calculations, no additional detention or water quality facilities will be required. Catch basins, pipes, and rain leaders will be used to convey stormwater from the fuel station to the existing on-site storm system and ultimately to the existing on-site detention tank. Runoff from the concrete pad(beneath the canopy)will be collected separately from all other on- site stormwater. This covered area runoff will be transported through an oil/water separator to the twelve-inch sanitary sewer line in the Lake Avenue South right-of-way. V. CONVEYANCE SYSTEMS ANALYSIS AND DESIGN To be provided at time of construction documents submittal 1 t' Y APPENDIX 8 Page 1 of 2 King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET PART 1 PROJECT OWNER AND - .".,' `` . , - • PART=2 PROJECT LOCATION ` • • PROJECT ENGINEER - ' • AND DESCRIPTION :°, `4 n M1. Project Owner SA FE WA y Ida Project Name `°c `' `V u C ` f rig—1-1 o a Address 1/27 I24th Si - ME BELLEUuE,wA Weis Location Phone Township 23i 1 Project Engineer PE0R0 Dcl1ttlt.Ak"1 Range 51r Company stag, RoED S I( iTENi46s,Iitc , Section ie Project Size n, 4€; AC Address Phone -1O .7 M(deg- MS. &. S ERTt t,w Upstream Drainage Basin Size 0 AC PART 3 TYPE OF PERMIT APPLICATION PART 4 OTHER PERMITS ; I I Subdivision I I DOF/G HPA 11 Shoreline Management I Short Subdivision I I COE 404 I I Rockery 0 Grading 0 DOE Dam Safety I] Structural Vaults [ j Commercial 0 FEMA Floodplain I I Other N/A I I Other I I COE Wetlands I 1 HPA PART 5 SITE COMMUNITY AND DRAINAGE BASIN ' . .- ' Community Drainage Basin PART'6'SITE CHARACTERISTICS I River I I Floodplain I I Stream I J Wetlands Critical Stream Reach I I Seeps/Springs Depressions/Swales High Groundwater Table I 1 Lake 1 I Groundwater Recharge I I Steep Slopes I I Other Lakeside/Erosion Hazard ISusSE- PART 7 SOILS - Soil Type Slopes Erosion Potential Erosive Velocities sii.11 SANIDIsf,09slcrfiu, n011e- ,4/n4IIY?A L ru /,LII PG( AL 1 I Additional Sheets Attatched 1/90 I Page 2 of 2 King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET ART.8 DEVELOPMENT LIMITATIONS = ,} _ • - REFERENCE LIMITATION/SITE CONSTRAINT Ch.4-Downstream Analysis I I I I o r`1� f I I 1 I I Additional Sheets Matched • PART 9 ESC REQUIREMENTS - • MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION FOLLOWING CONSTRUCTION I I Sedimentation Facilities IN Stabilize Exposed Surface I SI Stabilized Construction Entrance I j41 Remove and Restore Temporary ESC Facilities 1I1 Perimeter Runoff Control NI Clean and Remove All Silt and Debris I I Clearing and Grading Restrictions n Ensure Operation of Permanent Facilities I$11 Cover Practices I I Flag Limits of NGPES Cif Construction Sequence I I Other I I Other 'ART 10 -SURFACE WATER SYSTEM II Grass Lined Channel I I Tank I I Infiltration Method of Analysis I�QI Pipe System I I Vault I I Depression I I Open Channel I Energy Dissapator I I Flow Dispersal Compensation/Mitigation I I Dry Pond I I Wetland I I Waiver of Eliminated Site Storage I I Wet Pond I I Stream I I Regional Detention Brief Description of System Operation Cal rep-Ake 5 p-TE/- Ct,Lf(,ffii1G or( .4TGf( M1kJ/4 Pi PE,1'. k-rID i -MI1 LEi4PER-S 'Tv GE coiL Ea To EX, ,yA-FcW4 Der, vAciti�) E at T 1,v4TE-(,y Di.X =QED Facility Related Site Limitations TO O _2 4 1f 5 ry su Z-r�e /� k�E ArE' S' le1G MT-v F- , Reference Facility Limitation I I Additional Sheets Attated PART 11 STRUCTURAL ANALYSIS . PART 12 EASEMENTS/TRACTS (May require special structural review) • - _ I—I Drainage Easement Cast in Place Vault Ei Other I I Access Easement I I Retaining Wall I I Native Growth Protection Easement I I Rockery>4'High N`A I I Tract NI/A I I Structural on Steep Slope I I Other ART 14 SIGNATURE OF PROFESSIONAL ENGINEER F I or a civil engineer under my supervision have visited the site.Actual site conditions as observed were incorporated into this worksheet and the / attatchments. To the best of my knowledge the information provided here is accurate. ,.. ,.re �#3s6y4- 1/90 TECHNICAL INFORMATION REPORT FOR RENTON SAFEWAY STORE NO. 1563 FOR SAFEWAY, INC. P.O. BOX 85001 BELLEVUE, WASHINGTON BY BUSH, ROED& HITCHINGS, INC. 2009 MINOR AVENUE EAST SEATTLE, WA 98102 (206) 323-4144 JOB NO. 96298.02 1yyyy ,�Toy 4y kh JULY 30, 1998 0,c0' nt5 r:, { 4. 20703 etS I EXPIRES 12/1/G TABLE OF CONTENTS • I. PROJECT OVERVIEW 1 II. PRELIMINARY CONDITIONS SUMMARY 3 III. OFF-SITE ANALYSIS 7 IV. RETENTION/DETENTION ANALYSIS AND DESIGN 8 V. CONVEYANCE SYSTEMS ANALYSIS AND DESIGN 38 • VI. SPECIAL REPORTS AND STUDIES 46 VII. BASIN AND COMMUNITY PLANNING AREAS 47 Vi. OTHER PERMITS 48 IX. EROSION/SEDIMENTATION CONTROL DESIGN 49 X. BOND QUANTITIES WORKSHEET,RETENTION/p TENTION 53 FACILITY SUMMARY SHEET AND SKETCH,ANTI DECLARATION OF COVENANT XI. MAINTENANCE AND OPERATIONS MANUAL 54 •fs I. PROJECT OVERVIEW This project consists of the demolition of the existing Safeway store, A&H Drugstore, and other existing shops located on the site, and the construction of a new Safeway store. The site is located near the Northeast corner of Rainier Avenue South and South Third Street(see vicinity map on page 2). The total development area is approximately 5.5.acres and consists of about 0.28 acres of landscaping and 5.22 acres of impervious surfaces. Site development includes grading and installation of sewer, storm, fire protection, and domestic water facilities. 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The Cedar River pipeline right-of- way corridor, owned by Seattle Public Utilities,runs through the north side of the site. This corridor is 65 feet wide and contains three water main trunk lines. The existing storm drainage system in the paved area of the site consists of a collection of catch basins. It is assumed that these catch basins ultimately discharge into the 24-inch storm drainage line in the vacated Lake Avenue South right-of-way. A geotechnical investigation has been prepared by Earth Consultants, Inc. and is available under separate cover. _. _._,..: .-.--;.• .. R.4 E. 1R11 1150 EE.ntit1 k''nS Elk-3 7,rt.L,:i r c\i,r.y,,.0*,.."?).,.../,'.0,,,,,sm.,,.,',.,;i..../.1„.‘.2‘'3 01,..".. 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'• t• •:4,7?..' '" ipv,i-Liz",144T.c.P.k. • ,-• •14-14is*,:iiipt,44 • '''A 'ilti• • 4., .4k4 4, • -.•• tw ...0- ,I " • '• . •in i. . : '..':"t..'.4 V.' ;.:•7?'IC'... '' ..%'t* ' ' :,47,/"•-r'- 4'•;.-:'/I..:.•* .•.`•'-'1"..'i•li“.41 '...'"• *i 4:-- .•r'7'.;J:. Ik''' "•71:".).•• '41441...•• -Mb,. -1-g' 5/10- 4, iwik z:-...,t,ItY,••,;&., i;O.,,. 0.-. ..1•'!otoilow: , •:, ',, • • •'.•;4'.'• .•''''• • • '...' • • ' • A'•!I'' " :. •' .' . .. ' • ,•.-• • ''' • • ' "":`..-1. • '1 • • . -.- A . • A , 0 •,.. .., . r..* ••• . • - .. . IGBOTECHNICAL ENGINEERING STUDY '51 Safeway Stores, Inc. E-7323 July 2, 1996 Page 2 SITE CONDITIONS Surface The subject site is located to the east of Rainier Avenue South, between South Second Street and South Third Street (see Plate 1, Vicinity Map). The east portions of the site are currently occupied by an existing Safeway and parking area, and a small one story building. Along the south and west sides of the existing Safeway, the site is undeveloped. There are several fast food and commercial developments to the west of the development site along Rainier Avenue South and South Third Street. The undeveloped areas to the south and west of the existing Safeway are generally flat. There are some lower depressed areas west of the existing Safeway, in the proposed pavement areas. It appears these areas received little or no fill during placement of the surrounding fills. The vegetation in the undeveloped areas generally consists of deciduous trees, small shrubs, and grasses. • Subsurface The proposed building sites and pavement areas were explored by drilling seven borings at the approximate locations shown on Plate 2. Please refer to the Boring Logs, Plates A2 through Al 3 for a more detailed description of the conditions encountered at the locations explored. A description of the field exploration methods is included in Appendix A. The following is a generalized description of the subsurface conditions encountered. Fill Varying depths of silty sand and sandy silt fill were encountered immediately below the surface at our boring locations. Fill depths encountered at our boring locations ranged between approximately three to ten feet. The fill encountered was generally classified as loose to medium dense silty sand and sandy silt (Unified Classifications SM and ML). At the time of our exploration, these soil units were generally wet and above their optimum moisture content. During dry weather, portions of the silty sand fill may be suitable for support of foundations, slab-on-grade floors and pavements, provided the fill can be prepared in accordance with the recommendations discussed in the "Site Preparation and General Earthwork" section of this report. Native Underlying the fill, varying deposits of silty sand, poorly graded sand, and poorly graded gravel, were generally encountered to the depths explored. Some very loose to loose deposits of sandy silt were also encountered at boring locations B-2 and B-5. The poorly graded sand and poorly graded gravel (Unified Classifications SP and GP) were generally loose to dense. Earth Consultants. Inc. 7/4 III. OFF-SITE ANALYSIS • Stormwater collected by the existing storm drainage system is discharged into the 24-inch concrete storm line located in the vacated Lake Avenue South right-of-way. This storm line continues southwest and under Ranier Avenue South where it empties into a 50-inch concrete storm line. The storm system borders the south side of Sunset Boulevard as it heads west, then turns south and follows Hardie Avenue Southwest. The storm line proceeds southeast under the railroad, turns southwest and travels along the south side of the railroad. The storm system turns southwest, connects into a 54-inch concrete storm line, and proceeds west. 6/54 IV. RETENTION/DETENTION ANALYSIS &DESIGN The proposed underground storage detention vault for this site has been sized as specified in the King County Surface Water Design Manual for the 100 year/24-hour design storm using the Santa Barbara Urban Hydrograph(SBUH)method. Because the roof area flows do not need water quality treatment,the 1.53 acres of roof area will bypass the detention vault and drain directly into the 24-inch storm line in the vacated Lake Avenue South right-of-way. The discharge orifices in the vault have been sized such that the total peak discharge from the by-pass plus tank discharge is either equal to or less than the existing peak flow rates. Approximately 0.5 acres of existing pavement located between the proposed Safeway store and the existing Gene's Restaurant have not been considered in the calculations. The existing pavement will not be replaced in this area and stormwater collected by the existing catch basins will be discharged into the stormline located in Shattuck Avenue. Discharge from the detention vault will also drain into the existing 24-inch storm line in the Lake Avenue South right-of-way. The detention vault has been designed to provide water quality treatment for the 3.67 acres of proposed pavement. The length and width dimensions of the vault provide a surface area equal to one percent of the proposed pavement area;water quality can therefore be achieved without a biofiltration swale. The depth of the wet vault was sized as specified in the King County Surface Water Design Manual for thewater quality storm using the Santa Barbara Urban Hydrograph (SBUH)method. This depth was calculated to be 4.0 feet. '3/54 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL (2) CN values can be area weighted when they apply to pervious areas of similar CN's (within 20 CN points): `However, high CN areas should not be combined with low CN areas (unless the low CN areas are less than 15% of the subbasin). In this case, separate hydrographs should be generated and summed to form one hydrograph. FIGURE 3.5.2A HYDROLOGIC SOIL GROUP OF THE SOILS IN KING COUNTY HYDROLOGIC HYDROLOGIC 1 SOIL GROUP GROUP* SOIL GROUP GROUP* - Alderwood C Orcas Peat D Arents, Alderwood Material C Oridia D Arents, Everett Material B Ovall C Beausite C Pilchuck C Bellingham D Puget 0 i Briscot - D Puyallup B Buckley0 Ragnar B Coastal Beaches Variable Renton 0 Earimont Silt Loam D Riverwash Variable Edgewick C Sala! C Everett A/B `Sammamish 0 Indianola A Seattle D IGtsap C Shacar D Klaus C Si Sat C Mixed Alluvial Land Variable Snohomish D Neilton A Sultan C Newberg B trawirLDA.0. mil 'FROMNooksack C Variable SOlI.S Normal Sandy Loam D Woodinville HYKO- HYDROLOGIC SOIL GROUP CLASSIFICATIONS L-06,14 A. (Low runoff potential). Soils having high infiltration rates, even when thoroughly wetted,and consisting 6 WA5 chiefly of deep, well-to-excessively drained sands or gravels. These soils have a high rate of water IA E transmission. D. B. (Moderately low runoff potential). Soils having moderate infiltration rates when thoroughly wetted, and consisting chiefly of moderately fine to moderately coarse textures. These soils have a moderate rate of water transmission. C. (Moderately high runoff potential). Soils having slow infiltration rates when thoroughly wetted, and consisting chiefly of soils with a layer that impedes downward movement of water, or soils with moderately fine to fine textures. These soils have a slow rate of water transmission. D. (High runoff potential). Soils having very slow infiltration rates when thoroughly wetted and consisting chiefly of clay soils with a high swelling potential. soils with a permanent high water table,soils with a hardpan or clay layer at or near the surface,and shallow soils over nearly Impervious material. These sods have a very slow rate of water transmission. i * From SCS,TR-55, Second Edition.June 1986, Exhibit A-1. Revisions made from SCS, Soil Interpretation Record, Form #5.September 1988. .Y.$ 3.5.2-2 11192 - to4g. KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TABLE 3.5.2B SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS • SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS (Published by SCS in 1982) . Runoff curve numbers for selected agricultural, suburban and urban land use for Type 1A rainfall distribution, 24-hour storm duration. CURVE NUMBERS BY HYDROLOGIC SOIL GROUP LAND USE DESCRIPTION AB C D Cultivated land(1): winter condition 86 91 94 95 Mountain open areas: .low growing brush and grasslands 74 82 89 92 -" Meadow or pasture: 65 78 85 89 Wood or forest land: undisturbed or older second growth 42 64 76 81 Wood or forest land: young second growth or brush 55 72 81 86 Orchard: with cover crop 81 88 92 94 Open spaces, lawns, parks, golf courses, cemeteries,landscaping. good condition: grass cover on 75% or more of the area 68 80 86 90 fair condition: grass cover on 50% to 75% of the area 77 ( •I 92 Gravel roads and parking lots 76 89 91 Dirt roads and parking lots 72 87 89 Impervious surfaces, pavement, roofs, etc. 9898 98 Open water bodies: lakes, wetlands, ponds, etc. 100 100 100 100 Single Family Residential (2) Dwelling Unit/Gross Acre % Impervious (3) 1.0 DU/GA 15 Separate-curve number 1.5 DU/GA 20 shall be selected 2.0 DU/GA • 25 for pervious and 2.5 DU/GA 30 impervious portion 3.0 DU/GA 34 of the site or basin 3.5 DU/GA 38 4.0 DU/GA 42 4.5 DU/GA 46 5.0 DU/GA 48 5.5 DU/GA 50 6.0 DU/GA 52 6.5 DU/GA 54 7.0 DU/GA 56 Planned unit developments, % impervious condominiums, apartments, must be computed commercial business and industrial areas. (1) For a more detailed description of agricultural land use curve numbers refer to National Engineering Handbook, Section 4, Hydrology, Chapter 9. August 1972. (2) Assumes roof and driveway runoff is directed into street/storm system. (3) The remaining pervious areas (lawn) are considered to be in good condition for these curve numbers. • s 3.5.2-3 11/92 1Ifs KING COUNTY. WASHINGTON. SURFACE WATER DESIGN MANUAL FIGURE 3.5.1C 2-YEAR 24-HOUR ISOPLUVIALS /211 Offitriff %NONA , . if grAillr# \IVA II . ZO towmlakip i - if .,. - ilk zi - a01� �_1011 �4 iiii .fir; ., ,; 1# / `--- MEARIPPF,./,! 1 .-": arV w , grii, .1)))) 1 • \.. 4i1/4-4014,---7,..:L , -, - . 0 Iklik„ lip,-.411*. ' A • 211) -- VilkiTi% -, :;,4.4a . .t1-1.-t- '*_likaks4firi. il • cli • • \'‘i ... e„,.., . :1!,-.1at-1..,44,1 ., ....gt/...2111kiitlitt.1141, /,' ANIMWIO , . ,A— lac.,,.,.,„ ,,,,K,05-,=....-...,,,r, ipfk- ,„. .. 111.i - viii,l,...7s.,:opprm.z.„ ,. ...„_.„,,„, ,.. ..,i-. '',11116•N, • . 41 al,II . . 1 ,,,,,,,„„,,.......„,.....,,. ...,.,......._.....„. 4.0 %.,...-4ortou ' , . ) ,prif"---1.41-iiivias ,.„.„ lii., # ,...,,,,,,,,,,, )-1 • ''-'1 ilik4,e.&- aglir 1/4 airr -. , .r" .' --- ' angitili.;111 lir iiPt,‘S\ ' 1,6e05'" ..., . w6,4.,., il -t . . -- IMO* "0‘.16*, _ WINS.. - 11"•=---. - W4k-.. .: Ire 13g •iikk,-N _. k- =4, 7-`., ' it 'NIIIS • I!: 11 - linilq...N.,-(\l, Alikti\ -x. ....„ . 'maw% .1%-7,.--7,„, !::41 %7. .. A. i it.. ,/,.../ . Husk t sloe --mow, :v. NI& .411111..iivaive: ____,.,-- . ... ./.i i ij 11.4mIt ei.I,r-?l:ki /49 •itiony,qi:womil - ,g limAlh... .4 1 ,_ . ! k ,-.._.. -.,..... a,.,1rg,ez i , 1.� ,:. \ ��� !, ce. -lil . Q ,�, �4a.3/4 j eam mm...ar. t..N;.,-, 16 14 / , _ \ .— ,-::; 1 D. mu 111MBP ' •-• Awl • . ...- • . ,: 4tellih‘ Wriii RIF 811%411. , 11*-ke - 1,... ( ',--- is l•, prveim i .*- r;=.4,' Nits '. ' ..4k,-,wpwitffl if/ - - - • �/,- — \•.•�, am M ikail. ,llifi RSA t • A/ . *-) Irk . ig, 4 k ,--A , cON - aiL___c, - 11116-2111.1,0111i .4/- -• . , fi,f.‘. - • !. •_ -ter N.pwi . , ,,4 2-YEAR 24-HOUR PRECIPITATION TM - ' - lAarign ., 3.4�" ISOPLUVIALS OF 2-YEAR 24-HOUR I�IIII�r • . TOTAL PRECIPITATION IN INCHES 11 ,� '' •� • O a 2 3 4 5 6 _ 7 5 Was `- 1:300.000 c co - . -i i. .:. ;x' ri f99 KING COUNTY, WASHINGTON. SURFACE WATER DESIGN MANUAL FIGURE 3.5.1E 10-YEAR 24-HOUR ISOPLUVIALS -1�23,, , c 1 I �. ' • ....... ,A : ir_4---NspilAir 24 1 • ...J. -,_ ir& Ad la soutro ‘ - .4 F 1 _ 91111k111 • ligi% ) Mildr AZIAltera 11-‘ III ' .;gam . Thiv--=-214411K.4.1111.13.F.% ' ifigagtir , \ •h,,,,N47:-.4, it\L: : .--1 L7 W4110,' 9 \i Olt merthes.-7„ra___ , ,, /, Not4 3ASIL, , , srAIL Cil.V.- a0 \ ttadir _ * 71 "-, _ itioii.------.,tnTrigt Ariffi `' �- • 'Ude- etirr '-' Y 11 'VIP I _ilk ellaa-m. , : da,• liP%VII -- l_ --- rir 3./ lite ...4-14, • �Yid '�tkJ : V,p, )) ii diApA 'sk:\ - 147440. li VArA. _ 4 : i,•4.2 -, tAiljtot. ri fs )404, _ 0/44,,,,/ • -.-,,i_ tio\itlh\ 1 IF Alt 1 4 33 ,f, 1- \ gaol \-- 10‘,--firatekk ‘ ‘,,,,Aiwiltviti, , i .. Int,. itlk,. ‘. t I*Oak ------ ' VA' I MAW lit ‘ ,,,A MOW i ''q - , jt: ., garraiViiitsfahl'lliglirlet k , Iumpin ii \ i k 1 li ikk, -, - ii.plirmillimidi ,Q:f t:N414.raut,-I , , /.... 1 I I Iral., /i( ' f wilm‘r. G Tplig 11111.Fig Eiji. V(im, _..:. , ( paliW *AA Om link% r. 1 , ; 1( ..., :, :, rifirt-rtz-'11. firipwitml. Ft( AF•A ..-- -PiPir It raildi' 141MilAr Pgraellarlf jitt- i ' _ _ ‘ ir ! k If I . . li som ) 1 0111 -- \-1, _ -- ---- AisaviiiiVik IC if F A.).# s - ialpt'''''-4, /- Imo, - )11t i mcpp.411 P. - %, Afl,r , i. ,., I tikb' • A ir , � � i .l , I -- - I. 10-YEAR 24-HOUR PRECIPITATION imizirrook ,♦3.4�" ISOPUJVIALS OF 10-YEAR 24-HOUR ���' I%4 l' litill e I TOTAL PRECIPITATION IN INCHES �O 1 �' - •0 1 2 3 4 3 G 7 0 Mlles eV L '`` 1�! -};,�,: r 1'/61 KING COUNTY, WASHINGTON. SURFACE WATER DESIGN MANUAL FIGURE 3.51H 100-YEAR 24-HOUR ISOPLUVIALS • 1 R142„��. ���� �►� ��►'� � e 4I--7-- i. . . �� � ter• (tI tieiLgiivi$ ,,j, 4.... . a . • a . -1114a0111M:46"47 %air *AI . ...4". . : . 401111011 Ilk, 1- r, Ita0iZt, tigiiliiOje:i41A1tRI te ' �I- Eirlf- iVVOYI �, 11kuk, )taX.Vr ' r - "P 4 /4 41_ if i CIE lit VI / / VIAR:161 81.141111:01itTE.: 42:it . co lit --:I. ".. . .I.AiiLi .. --2..•N--1!Fillifilimmegl --7P . i (6 A k I illki:i -tair,...AllY 4400,41e°\..01%;;.:.---:-"Ilrik •(a •" • -4"COOP . m i'l kV . wki- 1-fiiim,": 7::4,detsolzrt...--7. ,_,,,,_..._fi.A.„...- I itS 4. 10- ONO.likg )111 lilltr,.Z*B. tioPi i vg 10...mht 3 II (iitiik • ( iI ?TN ella)-41 _,., ,44),;,-,,.... ,,,,,k.,e- _,, _.. 20.0,...- "At • ,_-. 4ilipw, \ 3 v Alig* - $ 411,,e,. .0q.'rrue—r. ..ct. .404.7,,,, . i • t . RvIIVOik.Vgth,:imV � .► .. V. NIIIMIIVAlak, -•- 10 _ � \/-2 di i linornikvo,:sillif ?-1111111rWe- - 011` ' ,-f ,..-..-- --- *si, bk. \ , Ni. i 1 MIZE ..7'.'-' '.V.70it 1 ii is , ,. , i‘ . . ... I ltahli Mg II wool► �ali' . - 4 .,.. . �.�. J\ N -/ ,_,, _. . / .,...iiiiiss-,-;iii liammouf.ire `.. .ii1F6-1 • •- ii ... real IrMard A °21‘111 i 7_-_-,_ . ':1.1M101101 - karAia'VIIIRIPItrillkai 11 ., p viv, �'�' �mammI '�c� Few ��' . - 1�i �`, e al,w aril , 4\ a,.. w I._ i ' -. .. . . woriii Niik....camslerpowta. J. i .% it.w." P.Mge-r-''''-;- --.01%114141/11 . "a' - '4, , . _. -7.. .4! ._._._. .A Wilt! . Fr if - .-, or AVIPAr411 ' ork4 I. _- . I-YEAR 24-HOUR PRECIPITATION m ��W/V t/1 ► -` % -MP' % 4#. -ar.! . I ISOPLUVIALS OF 100-YEAR 24-HOUR b"9\ NrI/1Witw F All TOTAL PRECIPITATIAN IN INCHES �mpligt ',e)-1,041,1 2- - .� ,, A • 0 1 2 3 4 S 6 7 i Mtla ' a '~"3.5.1-13 �� F' i:se6e t4/5i KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL where • TT = time of concentration (min), and m = number of flow segments • Sheet Flow: Sheet flow is flow over plane surfaces. It usually occurs in the headwater of streams. With sheet flow, the friction value (n,) (a modified Manning's effective roughness coefficient that Includes the effect of raindrop impact; drag over the plane surface; obstacles such as litter, crop ridges, and rocks; and erosion and transportation of sediment) is used. These n,values are for very shallow flow depths of about 0.1 foot and are only used for travel lengths up to 300 feet. Table 3.5.2.0 gives Manning's n,values for sheet flow for various surface conditions. For sheet flow up to 300 feet, use Manning's kinematic solution to directly compute T,: Sheet flow: T, = 0.42 (n,L)°'8 Used .For Shee# F{oW N,�,�eK (P2) o.s (so) o.i where T, = travel time (min), n, _. sheet flow Manning's effective roughness coefficient (from Table 3.5.2C), L = flow length (ft), P2 = 2-year, 24-hour rainfall (in), (see Figure 3.5.1 C) and s, = slope of hydraulic grade line (land slope, ft/ft) Velocity Equation • A commonly used method of computing average velocity of flow, once it has measurable depth, is the following equation: [V = k,/ ItkIe4 of+cr inidia! 300' oP stiee+ Flow . where: • V = velocity (ft/s) k = time of concentration velocity factor (ft/s) s, = slope of flow path (ft/ft) • "k" Is computed for various land covers and channel characteristics with assumptions made for hydraulic radius using the following rearrangement of Manning's equation: k = (1.49 (R) 0.697 )/n; where R = an assumed hydraulic radius r n = Manning's roughness coefficient for open channel flow (from Table 4.3.7E in Chapter 4) L - _ . . . . • _ . . . . • r_4h 7ic KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TABLE 3.5.2C "m"AND "k"VALUES USED IN TIME CALCULATIONS FOR HYDROGRAPNS 'n;Sheet Flow Equation Marriq's Values(For the meld 300 I d Wavil) Smooth surfaces(concrete.asphill.braver,or bw head packed sue) Used far Te- eraki.1 Fallow fields or loose sol surface(no residue) 0.05 Cultivated soil with residue corer(s<.0.20 0/0) 0.05 Cultivated sod with residue cover(S>0.20 ft/f) 0.17 • Short prase grass and lawns 0.15 t i Dens.grasses 0.24 Bermuda grass • 0.41 Range(natural) 0.13 Woods or forest with light underbrush 0.40 Woods or forest with dense underbrush 0.d0 *Manning values for sheet Sow only.from Overton and Meadows 1970(See TR-55.1905) x Values Used In Travel Time/Time of Concoitatlon Cdadadons Shaiow Concentrated Flow (After the WWI 300 R d stoat lbw,R•0.1) it. 1. Forest with heavy ground litter and meadows(n.0.10) 3 2. Brushy ground with some trees(n.0.060) 5 3 Fallow or minimum tillage ait vstlort(n.0.040) 5 4. High grass(n-0.035) 9 5. Short grass,pasture and lawns(n.0.030) 11 0. Nearly bare ground(n•0.025) 13 7. Paved and gravel areas(n•0.012) 27 Channel Flow(Intermittent)(Al the beginning of visible channels:R-02) k� I. Forested swale with heavy ground litter(n-0.10) 5 2. Forested drainage course/ravine with defined channel bed(n.0.050) 10 3. Rock-lined waterway(n•0.035) 15 4. Grassed waterway(n.0.030) 17 5- Earth-tined waterway(n.0.025) 20 6. OAP pipe(n-0.024) 21 7. Concrete pipe(0.012) 42 fit Other waterways and pipes 0506/n Y Channel Row(Continuous stream,R.0.4) k 9. Meandering stream with some pods(n•0.040) • 20 10. Rock-fined stream(n.0.035) 23 11. Grass-tined stream(n•0.000) 27 12. Other streams.mein-made cfannh and pipe 0.1107/n" "Sae ampler 5.Table 5.3.6C for add<one Marnitp5 lff values fir open dorm* al?g - - .. - + 4 1 —Ls , -� Ili'A . s \ 6 , -i ., 4 1 Ilitil 4 4,'I ,�_— fit.-/ '�1— a '`� wiw - �;!` ``�' I 11 -.._. __ —_ 0 O -ice '-0_ 1 • _ r. AME ,\\ 4. ,• s .•k, ; ifilmallIPME1111*. 1 ..* I . 4. .. 11106.,....: t'. it `fit t' t* '+ \� ti, 111112.1%.i e41- Iilk ` _ /�" M fi�. -0, �d +A 130,lib t., '4„ f .' yILO* - .'I IIII • 4 4 + i ya + �c1�+ t # t t4 v'4 O¢ 7 �`I 4. it-'el-f Tit 'ss i \y I:� , t � t �, s �y k• �,,.._ n- .n ION sulk = --��'� �I 4 .Ie ■i �lli1� _._.,� a 1c l u .t % �.�) . x 4 �/ , .., „s• •. . 14 d i ,yi .44„ i s 414 *', Is '44, .44 .*4 44 -I, N, kidik.,i- . 1 ,.li#e il _ t\ -1\11\1 .'31111�»»>•,11\tsv.„), �_ �� IJ I ti--- _05�1i• 2 1'� : ,qye IA h ii; :- a' \.444t4 .' - ii� tt Al 7,.. 4. 1,. . Ili - �0"tt`.!� / / , 0 .k. 4 i 1, , ....i, 4.4, I*4 N, \*4 .44 .t•-• 'it- .'c> 4,, . I I I • � �s , . 4 ,t. tto,,;) r l'i o. /.......................,_/1"Irsirti I ` L / f ` t) ^I, % .Fate .„ ,A. I F r I w 1 1...-✓ a G rt1 .o / IL '1/4 ® 1, •~' ,uetat4 /� ji— = I / — — — — SHATTUCK AVE. _ _ • r-Th I i pp '----- ----, ,,vil.v.) \__.\-:,---;4,„ (,_ -1',------j-",„-' ''',, 4 -- I r 1 ' . 11, - I --1--/ '',,, i i om•id ltiii ikilla-1-- , 11 _ 11~‘ , ili;% tff ]0' �1 r j' 1 fill •li iI!ir 1'1 i 1 / 4� it • V I '.\ n ! ^ fn l¢ ' L � ' Y P Id f , A Ts• �� ' ■� o� ' / tt.,__D °� . � ae ��J• I \ Jt1J ;! / S . [I .: .,i i 11.11.......\ ‘,.,_ ___--,:\,..... ,„,„,.„.„.....,.„,,,,,,., ,,,r_...,—,1 i-,...,, .,_______c.....:...4 . (zzi..._ _____ii 1 ----- ... e: 17 i . •1\I II I 0, 1 1 .., _____________ „..,,, / ......., 0 ) 1. 1 .. 4 . . „..! i i \ ,1, 1-----z--* .. -7 , I\ 1 5 i ';..• ' 1 t_ - I v -1- b ` 1. ' /4 1 / / / oy l�;I , ; • t*--:----1' it , o a / 0/ Ar I 1 . L , . . 111 I ,� T— / i: /- /Tf / L_ — — — — SHATTUCK AVE. — x _-c--- x_,_. — —� —4.. - w_H -IT- BA6; MAP - Dv:W.oPED Co aorno..1 I �� S. 2ND sST. - ------ IPI X 21 o m ` s\_ -- ems_ \ ` A� r���/ _ _ �� — ��.:- ;-ter -� Sr. H1 a. fli i!•l-; -'.7 i11111111!'/PANIIM_� !rt 16W. di 1 4U 'Wm mile :_-__.� _Y layougaill• I ti , , r SfgrT Cf illir / R/�fR p I cfDAI I - ! / ,, •] 1 r VI °` `f "� I Q I lr f!t .1 �� { r'i..l i:L;________ .. - 1 I WI Qr err :C. El 0 a i i r r 4 >l/!j = rr!- + -f 3.0 OTC.. . •�.� , , 41; IrnpervklAs • 'i : ir�scapi�g) _ It- . .re cre., ,::. ` laa . a3 :, �.-) ' ---� �' Ill? 'I, , ���. f- `, r:: ,, ,, , i _ , 1 hlnf' intl .-. F. ter, -,. I IM eatekl� f t INs- Ilj il I h�.�_ ����((jj % AAA i , . iI � / , — _ -,,-(�'_ ' q I ! FS;x T _ , _ , XI' I? -. ) 1 � BRH Job No. : 96298-6 2. Date: S`Z7`'98 HYDROGRAPH I N PUT WORKSHEET Project: Rede,i SQ_fewa y #1S63 Basin Identification (5 char): EOZ,EIo. E ICC Description (30 char):e*ilhI. 2yr/ZAAkr� etLt♦ 10yj �24 tit- t>l134-IOo /tqhr _ • Total Area: 5.0 &.jts _ r Precipitation: • 2yr 2.0 5yr 10yr 2.? ZSyr 50yr 100yr3•4 • Hydrograph Numbers: 2yr I 5yr 10yr Z 2Syr 50yr 100yr`� • Time of Concentration: • - _ length slopeefl ) surface type 'n• value time 255 0:02.9 GrAv¢ o.or1 0.57 N K G pr l 0 o.ob7 AspAa t E �+ —��•3?LL_ o.007 n p. • po 0.045 • Total Travel Time: 7. 45wtleau 9 ej Pervious Area: 2.32 ' C Lend Use: -l-t9k,F eie{SIr in Soil Type: Ilatllt Llt Hydrologic Group: i7 Curve Number: 8S piVIOUIS 48 (potavle1tS _. HYD.INP . z°!54 File Basin Hydrograph Storage Discharge Level pool 3 INPUT, MODIFY OR BROWSE DATA �,,1 BASIN ID E02 SBUH HYDROGRAPH Tom• 4" , DESCRIPTION : 2-YR. EXISTING STORM AREA (acres) 5.500 RAINFALL CHOICES RAIN PRECIP (in) 2 .00 1 . TYPE IA TIME INTERVAL(min) : 10 .00 2 . TYPE I TIME OF CONC (min) : 7.45 3 . TYPE II RAINFALL SELECTION: • 6 4 . TYPE IIA ABSTRACT COEFF 0 .20 5 . TYPE 3 BASE FLOW (cfs) 0 .000 6 . USER 1 STORM DUR (hrs) 24 .000 7 . KC 7 DAY 8 . CUSTOM PERVIOUS PARCEL IMPERVIOUS PARCEL AREA: 2 .320 acres AREA: 3 .180 acres CN 85 .00 CN 98 .00 SUMMARY DATA PEAK HYDROGRAPH TIME: 8.00 hrs PEAK HYDROGRAPH FLOW: 1.8927 cfs TOTAL HYDROGRAPH VOL: 0.6239 ac-ft 1-4 HOME END Fl:Find F2 :New F3 :Get F4:Tc-Calc F5:Delete li Pgup Pgdn F6:Compute F7: F8 :Method F9 :Template F10:Exit 2141 File Basin Hydrograph Storage Discharge Level pool 3 INPUT, MODIFY OR BROWSE DATA Ltn BASIN ID E10 SBUH HYDROGRAPH •42. DESCRIPTION : 10-YR. EXISTING STORM AREA (acres) 5 .500 RAINFALL CHOICES RAIN PRECIP (in) 2 .90 1 . TYPE IA TIME INTERVAL(min) : 10 .00 2 . TYPE I TIME OF CONC (min) : 7.45 3 . TYPE II RAINFALL SELECTION: 6 4 . TYPE IIA ABSTRACT COEFF 0 .20 5 . TYPE 3 BASE FLOW (cfs) 0 .000 6 . USER 1 STORM DUR (hrs) 24 .000 7 . KC 7 DAY 8 . CUSTOM PERVIOUS PARCEL IMPERVIOUS PARCEL AREA: 2 .320 acres AREA: 3 .180 acres CN 85 .00 CN 98 .00 SUMMARY DATA PEAK HYDROGRAPH TIME: 8.00 hrs PEAK HYDROGRAPH FLOW: 3 .0656 cfs TOTAL HYDROGRAPH VOL: 0 .9981 ac-ft 1,-*4 HOME END F1:Find F2 :New F3 :Get F4:Tc-Calc F5:Delete Pgup Pgdn F6:Compute F7 : F8 :Method F9 :Template F10:Exit I 22/f 4 File Basin Hydrograph Storage Discharge Level pool 3 _. INPUT, MODIFY OR BROWSE DATA U BASIN ID E100 SBUH HYDROGRAPH ply • 13/413 DESCRIPTION : 100-YR. EXISTING STORM AREA (acres) 5.500 RAINFALL CHOICES RAIN PRECIP (in) 3 .90 1. TYPE IA TIME INTERVAL(min) : 10.00 2 . TYPE I TIME OF CONC (min) : 7.45 3 . TYPE II RAINFALL SELECTION: 6 4. TYPE IIA ABSTRACT COEFF 0.20 5. TYPE 3 BASE FLOW (cfs) 0.000 6. USER 1 STORM DUR (hrs) 24.000 7. KC 7 DAY 8. CUSTOM PERVEOUS PARCEL IMPERVIOUS PARCEL AREA: 2 .320 acres AREA: 3 .180 acres CN 85 .00 CN 98 .00 SUMMARY DATA PEAK HYDROGRAPH TIME: 8 .00 hrs PEAK HYDROGRAPH FLOW: 4.4150 cfs TOTAL HYDROGRAPH VOL: 1.4293 ac-ft T-.y HOME END- F1:Find F2:New F3 :Get F4 :Tc-Calc F5:Delete Pgup Pgdn F6:Compute •F7: F8 :Method F9:Template F10:Exit I Z3is4 File Basin Hydrograph Storage Discharge Level pool 3 INPUT, MODIFY OR BROWSE DATA BASIN ID D0 .5 SBUH HYDROGRAPH DESCRIPTION : WATER QUALITY STORM AREA (acres) 3 .970 RAINFALL CHOICES RAIN PRECIP (in) 0 .67 1. TYPE IA TIME INTERVAL(min) : 10 .00 2 . TYPE I TIME OF CONC (min) : ... 6.00 3 . TYPE II RAINFALL SELECTION: 6 4 . TYPE IIA ABSTRACT COEFF 0 .20 5 . TYPE 3 BASE FLOW (cfs) 0.000 6 . USER 1 STORM DUR (hrs) 24.000 7. KC 7 DAY 8 . CUSTOM PERVEOUS PARCEL IMPERVIOUS PARCEL AREA: 0 .280 acres AREA: 3 .690 acres CN 80 .00 CN : 98 .00 SUMMARY DATA PEAK HYDROGRAPH TIME: 7.83 hrs PEAK HYDROGRAPH FLOW: 0.4771 cfs TOTAL HYDROGRAPH VOL: 0.1463 ac-ft Tel HOME END Fl:Find F2 :New F3 :Get F4:Tc-Calc F5:Delete Pgup Pgdn F6:Compute F7: F8 :Method F9 :Template F10:Exit I 24/501 File Basin Hydrograph Storage Discharge Level pool 3 INPUT, MODIFY OR BROWSE DATA BASIN ID DO2 SBUH HYDROGRAPH W4 4j6. DESCRIPTION : 2-YR DEV. STORM - MINUS BLDG AREA (acres) 3 .970 RAINFALL CHOICES RAIN PRECIP (in) 2 .00 1 . TYPE IA TIME INTERVAL(min) : 10 .00 2 . TYPE I TIME OF CONC (min) : 6 .00 3 . TYPE II RAINFALL SELECTION: 6 4 . TYPE IIA ABSTRACT COEFF 0 .20 5 . TYPE 3 BASE FLOW (cfs) 0 .000 6. USER 1 STORM DUR (hrs) 24 . 000 7. KC 7 DAY 8 . CUSTOM PERVIOUS PARCEL IMPERVIOUS PARCEL AREA: 0 .280 acres AREA: 3 .690 acres CN 80 .00 CN 98 .00 SUMMARY DATA PEAK HYDROGRAPH TIME: 7.83 hrs PEAK HYDROGRAPH FLOW: 1.8163 cfs - TOTAL HYDROGRAPH VOL: 0.5587 ac-ft HOME END F1:Find . F2 :New F3 :Get F4:Tc-Calc F5:Delete Pgup Pgdn F6:Compute F7: FB :Method F9 :Template F10:Exit File Basin Hydrograph Storage Discharge Level pool 3. INPUT, MODIFY OR BROWSE DATA AY d. 415 BASIN ID D10 SBUH HYDROGRAPH DESCRIPTION : 10-YR DEV. STORM - MINUS BLDG AREA (acres) 3 .970 RAINFALL CHOICES RAIN PRECIP (in) 2 .90 1. TYPE IA TIME INTERVAL(min) : 10.00 2 . TYPE I TIME OF CONC (min) : .. 6.00 3 . TYPE II RAINFALL SELECTION: 6 4 . TYPE IIA ABSTRACT COEFF 0.20 5 . TYPE 3 BASE FLOW (cfs) 0.000 6 . USER 1 STORM DUR (hrs) 24.000 7 . KC 7 DAY 8 . CUSTOM PERVIOUS PARCEL IMPERVIOUS PARCEL AREA: 0.280 acres AREA: 3 .690 acres CN 80 .00 CN 98 .00 SUMMARY DATA PEAK HYDROGRAPH TIME: 7 .83 hrs PEAK HYDROGRAPH FLOW: 2 .7341 cfs TOTAL HYDROGRAPH VOL: 0.8481 ac-ft HOME END F1:Find F2 :New F3 :Get F4:Tc-Calc F5 :Delete Pgup Pgdn F6 :Compute F7: F8:Method F9 :Template F10:Exit I .26fs4 File Basin Hydrograph Storage , Discharge Level pool 3 INPUT, MODIFY OR BROWSE DATA BASIN ID D100 SBUH HYDROGRAPH 4jd• # DESCRIPTION : 100-YR DEV. ST. - MINUS BLDG AREA (acres) 3 .970 RAINFALL CHOICES RAIN PRECIP (in) 3 .90 1. TYPE IA TIME INTERVAL(min) : 10 .00 2 . TYPE I TIME OF CONC (min) : . 6.00 3 . TYPE II RAINFALL SELECTION: 6 4 . TYPE IIA ABSTRACT COEFF 0.20 5 . TYPE 3 BASE FLOW (cfs) 0 .000 6 . USER 1 STORM DUR (hrs) 24 .000 7 . KC 7 DAY 8 . CUSTOM PERVIOUS PARCEL IMPERVIOUS PARCEL AREA: 0 .280 acres AREA: 3 .690 acres CN 80.00 CN 98 .00 SUMMARY DATA PEAK HYDROGRAPH TIME: 7.83 hrs PEAK HYDROGRAPH FLOW: 3 .7553 cfs TOTAL HYDROGRAPH VOL: 1.1728 ac-ft HOME END F1:Find F2 :New F3 :Get F4:Tc-Calc F5 :Delete Pgup Pgdn F6 :Compute F7: F8 :Method F9:Template F10:Exit ry59 File Basin Hydrograph Storage Discharge Level pool 3 INPUT, MODIFY OR BROWSE DATA BASIN ID DO2B SBUH HYDROGRAPH iy(t •4 . it DESCRIPTION : 2-YR. DEV. STORM - FROM BLDGS. AREA (acres) 1.530 RAINFALL CHOICES RAIN PRECIP (in) 2 .00 1. TYPE IA TIME INTERVAL(min) : 10 .00 2. TYPE I TIME OF CONC (min) : .. 6.00 3 . TYPE II RAINFALL SELECTION: 6 4 . TYPE IIA ABSTRACT COEFF 0 .20 5. TYPE 3 BASE FLOW (cfs) 0.000 . 6 . USER 1 STORM DUR (hrs) 24.000 7 . KC 7 DAY 8 . CUSTOM PERVIOUS PARCEL IMPERVIOUS PARCEL AREA: 0 .000 acres AREA: 1 .530 acres CN 80 .00 CN 98 .00 SUMMARY DATA PEAK HYDROGRAPH TIME: 7 .83 hrs PEAK HYDROGRAPH FLOW: 0.7430 cfs TOTAL HYDROGRAPH VOL: 0 .2262 ac-ft T-4 HOME END F1:Find F2 :New F3 :Get F4:Tc-Calc F5:Delete Pgup Pgdn F6:Compute .F7: F8 :Method F9:Template F10:Exit File Basin Hydrograph Storage Discharge Level pool 3 - INPUT, MODIFY OR BROWSE DATA 14Y4,012.. BASIN ID D10B SBUH HYDROGRAPH DESCRIPTION : 10-YR. DEV. STORM - FROM BLDG AREA (acres) 1.530 RAINFALL CHOICES RAIN PRECIP (in) 2 .90 1. TYPE IA TIME INTERVAL(min) : 10.00 2 . TYPE I TIME OF CONC (min) : 6 .00 3 . TYPE II RAINFALL SELECTION: 6 4 . TYPE IIA ABSTRACT COEFF 0.20 5 . TYPE 3 BASE FLOW (cfs) 0.000 6 . USER 1 STORM DUR (hrs) 24.000 7 . KC 7 DAY 8 . CUSTOM PERVIOUS PARCEL IMPERVIOUS PARCEL AREA: 0 .000 acres AREA: 1.530 acres CN 80.00 CN 98 .00 SUMMARY DATA PEAK HYDROGRAPH TIME: 7 .83 hrs PEAK HYDROGRAPH FLOW: 1.1044 cfs TOTAL HYDROGRAPH VOL: 0.3403 ac-ft 1,- HOME END Fl:Find F2:New F3 :Get F4:Tc-Calc F5:Delete Pgup Pgdn F6:Compute F7: F8 :Method F9:Template F10:Exit I File Basin Hydrograph Storage Discharge Level pool 3 INPUT, MODIFY OR BROWSE DATA BASIN ID D100B SBUH HYDROGRAPH Viri-*VCS DESCRIPTION : 100-YR. DEV. STORM - FROM BLDG AREA (acres) 1.530 RAINFALL CHOICES RAIN PRECIP (in) 3 .90 1. TYPE IA TIME INTERVAL(min) : 10.00 2 . TYPE I TIME OF CONC (min) 6 .00 3 . TYPE II RAINFALL SELECTION: 6 4 . TYPE IIA ABSTRACT COEFF 0 .20 5 . TYPE 3 BASE FLOW (cfs) 0.000 6 . USER 1 STORM DUR (hrs) 24.000 7 . KC 7 DAY 8 . CUSTOM PERVIOUS PARCEL IMPERVIOUS PARCEL AREA: 0.000 acres AREA: 1.530 acres CN 80 .00 CN 98 .00 SUMMARY DATA PEAK HYDROGRAPH TIME: 7.83 hrs PEAK HYDROGRAPH FLOW: 1.5022 cfs TOTAL HYDROGRAPH VOL: 0.4673 ac-ft T- HOME END F1:Find F2 :New F3 :Get F4:Tc-Calc F5 :Delete Pgup Pgdn F6 :Compute F7: F8 :Method F9 :Template F10:Exit I a15 7/21/98 Bush, Roed & Hitchings, Inc page SAFEWAY INC. - RENTON, WASH. JOB. NO. 96298 STAGE STORAGE TABLE RECTANGULAR VAULT ID No. S1 • Description: UNDERGROUND DETENTION VAULT Length: 55.00 ft. Width: 30 .00 ft. STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- 25.43 0.0000 0.0000 26.00 940.50 0.0216 26.60 1931 0.0443 27.20 2921 0.0670 25.50 115.50 0.0027 26.10 1106 0.0254 26.70 2096 0.0481 27.30 3086 0.0708 25.60 280.50 0.0064 26.20 1271 0.0292 26.80 2261 0.0519 27.40 3250 0.0746 25.70 445.50 0.0102 26.30 1436 0.0330 26.90 2426 0.0557 25.80 610.50 0.0140 26.40 1601 0.0367 27.00 2591 0.0595 25.90 775.50 0.0178 26.50 1766 0.0405 27.10 2756 0.0633 Z. J1/51. BUSH,ROED&HITCHINGS,INC. CIVIL ENGINEERS&LAND SURVEYORS SHEET NO. OF 2009 Minor Avenue East M r Seattle,WA 98102 CALCULATED BY Y - DATE 7(/ 1 3 1 (206)323-4144 FAX(206)323-7135 CHECKED BY DATE . BRH 1-800-935-0508 SCALE Sit it�G1 4J _c V A UL T '4o UiME .. ............_.... • RE(QVARED SIA RvrlkGE ARE A .O.F_..jpit.E0-V I O.IAA.._f_tP,E P .QPPS .lf.....-V.E ti-ic,W..AR._5 4.S.E;. • = D tot..._X_._..39...94....X_....43.kS(oyo -s 4Y Its o 7 $..F. -r k�2CR P2oV i��i)' 5S' X p _ •, ...,.. Q....S. .. ....:............ .V.C2tAA !_f ._OF WATER,. aiAtxte.1. l _SIO tJIk q,._1. _AEG.-..t_k....:.........:........_.._....:_._`:...._..< ._.._...._._......._..._...__..._....._... _..._ . tM P DE P fed = O I ti ;L, X , •i 5 � 3, g o FT......._._._......_.................________..._....... ......._ .. (SS' y- so' • PRODUCT 204-I PO Stew,205-I(EA). 32/51, 7/21/98 Bush, Roed & Hitchings, Inc page SAFEWAY INC. - RENTON, WASH. JOB. NO. 96298 STAGE -DISCHARGE TABLE MULTIPLE ORIFICE ID No. D1 Description: ORIFICE CONTROL STRUCTURE Outlet Elev: . . 25 .43 Elev: 25 .43 ft Orifice Diameter: 8 .6953 in. Sa4"0 Elev: 26.03 ft Orifice 2 Diameter: 6.6563 in. 6, 3/1 "o Elev: 26 .33 ft Orifice 3 Diameter: 6 .7500 in. (0 3/`f"Q • STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> (ft) ---cfs (ft) ---cfs (ft) ---cfs (ft) ---cfs 25.43 0.0000 26.00 1.5491 26.60 3.7695 27.20 5.1835 25.50 0.5429 26.10 1.9976 26.70 4.0485 27.30 5.3785 25.60 0.8460 26.20 2.2962 26.80 4.3042 27.40 5.5661 25.70 1.0661 26.30 2.5385 26.90 4.5426 25.80 1.2481 26.40 3.0792 27.00 4.7671 25.90 1.4066 26.50 3.4565 27.10 4.9801 35/5 i File Basin Hydrograph Storage Discharge Level pool Bush, Roed & Hitchings, Inc 2 3 ROUTING COMPARISON TABLE - MATCH INFLOW STO DIS PEAK PEAK OUT DESCRIPTION PEAK PEAK No. No. STG OUT HYD • 2-YR. STORM 1.45 1.82 S1 D1 25.93 1.45 7 10-YR. STORM 2.44 2.73 S1 D1 26.26 2.44 8 100-YR. STORM 3.56 3.76 S1 D1 26.53 3.56 9 Available Memory remaining: 118512 bytes Current Data Set Name: u:/WORKS/RAK\96298 . 311c V File Basin Hydrograph Storage Discharge Level pool 2 & Hitchings, Inc Add/subt hydro Divert flow lease 2.0 4 . LIST OF HYDROGRAPH VALUES HYD PEAK PEAK TOTAL HYD PEAK PEAK TOTAL NO. RATE TIME VOLUME NO. RATE TIME VOLUME 1 1 .89 480 0 .62 11 0.74 470 0 .23 2 3 .07 480 1.00 12 1.10 470 0 .34 3 4 .42 480 1.43 13 1.50 470 0 .47 4' 1.82 470 0 .56 14 5 2 .73 470 0 .85 15 6 3 .76 470 1.17 16 7 1.45 490 0 .56 17 1.89 480 0.78 8 2 .43 490 0.85 18 3 .07 490 1 .19 9 3 .56 490 1.17 19 4.42 490 1.64 10 20 Available Memory remaining: 99448 bytes Current Data Set Name: u:/WORKS/RAK\96298 I. Z- ya. E>LlsTin16% (l, 2.-ye.. DEVELopED $ PASS Z. 10- R. El-1STin1 S,SD0-c. y- y 61 12, iD-yQ, bEgeL.oPED AREA 3, 1OO-y(L. EXISTi4ll 13, too-ye.. OEqELoPe D CRl�1 t_ i ons of 6 �l�S 1,53ac 4. 2- yit. DEVEu We Etcc.LuDEs (?. 7 +• ( I 5, Lo- yit . 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L . -__ I 70 (� \ / 50 WATER P'ii�/•MIIIIMIIII ,�=7.L�'�I 1�� .� MII II �E •L \ -51•WATER PIPES IIIIR i� Ifs M[ � / j \ \ STORM 1d .�� v i `- U a \ \SIP_30.•4 • �� a. 1 \\INKSE) O.SS IN !I ./•,::,...............,:.........ii. .,. 1 1' - • ift -I•.: i I/ l gIV(N--=18.94 CHAN.. a Er--- I' .....,...,.. ... .. I ‘ ! iiir'N N\ niiiii .0 .., A 0.73..c. 1I v 1 RI .29.67 \ \P il, e _'�.N IN 24.47(SE) \INV,2167 (SW-E)CHAN.30 f r)/ I I ( -� / I \ I I /T'-/--r'0,, 1L// ill Pill EN___ 41\ SIGN / �:.29 -_�T1 1 L/ VI //� I �� i 'I • '�T 2 I __ _ .„ .q. ,,,,?_,_::T__. ,11,1 I,, '� J, �, fir, STAHO-PIPE ; i l I ` o ,I r/r I /'_30 lr/ lir- A I dF.`c 29.4 1 1 1 kk -_--- 1 1 Y�•'�{�t�Y_ /� I n T. 30. • - \ _ Q :,�� 20\ - _25: a 1 „„ifif \--1‘. IMIIMMIIIWA1111.4:1 :91/All,ftl, 'I ,41 1., Be - a /1 / 1 34 1. / > 4, 2B •23 . Zit ac ; c- TTEIINK ' ; ;%�'/' : / ,\' Tr••/:,f BOT. ' � - , ` `. rE / , 1 ,,,/, / 11J����A_ . 1 \ f---32- liFiling.5.7 '116411 6 I em i A i, I� filtrilig" � � I - I ( , ``\\\ • I l {I' / �� 8'W.8R1�CK mil! '3' I I J I 1 I 1 1 / /z� flEL W ( / = / \I 'W-Aliri lifill 1.'iiititytk"._ til I . \ t. •_2B-- in�, UIv Ill!iP' // \\\ V F 5-POWER,. _ -/ Pr.. Y RISERS Ilk17)b C' / • i•1 "v \ /SSMN \ � Ai \ 1 _ LBMH / RIM.31.38 / , ✓. • -- N0T F.i• 'IrS NE)-24, / \ I,/ �1 II �` .� BAS��.I M4P T+ r. Ai I u E• ; 'III" .., , .., ,,, i; VAF \\ `10• O 1 Ii J 1, y ,.--"-- k i ': ,_ ii , ACCESS 4ANHOl£SIN TANK % o I B4 11:11<L':1 INTO SLUDGE HOLD 6/\ 1 ( , I TOP 4 0 O.F.=30.`55 / 1 I I III �',, T __ ,,i;' ...• k .7. ) 11 0 IHV(NW)-29.89 6•. �r z. / /: ///;i sac ,,? B CONC. ; ; _, 1 \� RET.WALL "I 30.85 I W� 'tLE)_29.: --�- • I I I ` •3 W,FENCE �SSMH 1; IR01=31.14 ' lI • 5 VI. SPECIAL REPORTS AND STUDIES A Geotechnical Engineering Report has been prepared by Earth Consultants? Inc. and is available under separate cover. (vN) SV IV ON NNVid AIINMINOD NISV L 'IIA • s 49/5 VIII. OTHER PERMITS (N.A.) • 11/61 IX. EROSION/SEDIMENTATION CONTROL DESIGN 1. Construction entrance installment locations and detail provided. 2. Filter fabric fence installment location and detail provided. 3. V-ditch design, installment locations and detail provided. 4. Catch basin protection installment locations provided. 5. Sediment trap design, installation locations, and details provided. 6. Construction sequence provided. I 50 51 BUSH, ROED&HITCHINGS,INC. JOB q(n Zq g'OZ CIVIL ENGINEERS &LAND SURVEYORS SHEET NO. OF 2009 Minor Avenue East Seattle,WA 98102 CALCULATED BY V4 11104 DATE 5 -1°I -c►k (206)323-4144 FAX(206)323-7135 B R H 1-800-935-0508 CHECKED BY DATE SCALE - ..S.E.D.I.M.E.P..tT.."C.[L.AP..... ............... .:................ ................................:......................: .......:.............. .._....... S.A.=... Z..x....a.,. /o....o.0.0..9..f...4.. w H ere,.........G .ZF...........10.FL.Q1n,1....RATE. 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Precip Peak Fact Rn Imperv: 0 .000 98 .00 6 . 000 m 2 .00 484. 0......110 Base Q Duration lig Hyd Time Int : 10 .0 Abstract Coeff: 0 .20 0 . 00. 24 . 0 4f --- --- --- Summary Values --- BR@ Get Prey EMI mmiimmma Peak Time: 8. 000 hr NN Peak Flow: 0 .54 cfs--- --- miiiimml =alga Total Vol : 8659 cf -- --- --- --- --- --- 0 .199 acft -- --- mg Delete gg • =Rmmum=mmammEgmmmmgggggggggmgmgmmggggggggm=gmg=gm= Help: Compute the Hydrograph Summary values . . , . 52/54 File ►Input Hydrograph Storage Discharge LPool Proj : 96298-02 gign=[•] Input Basin Data mg Basin ID: - PHASEI I _ Pkat e X Convintekion gig Description. . :developed 2 yr/ 24 hr storm --Area-- -CN-- ---TC--- Rain Type Method :::::: Perv. . : 2 .500 85.00 6 .000 PTC m KC24HRlvi SBUHii Precip Peak Fact ggg Imperv: 0 .000 98 .00 6.000 T� 2 .00 484 .0 :MgBase Q Duration WM Hyd Time Int: 10 .0 Abstract Coeff: 0.20 0 .00 24'.0 ggg `' - Summary Values Gem Pr� O� Peak Time: 8 .000 hr Peak Flow: 0 .45 cfs New Computeili Total Vol : 7216 cf MO 0.166 acft - Del Ins 'r'.ji,'i,•r{r{?r{{??!???{?{?r{Sf/.0 FFFFFfXFFff fFif{.FrW/.?r frx?.};r 1{{,rr.N.':r/fiCrffSfFlfFilfl.G%lr iCrf.?rfFf.W.if.Y.rff.+Fitf.Fllllf.U.CC'C-f??rA:{IffF!'frfff l:{S4fAC C?? :rr r rr :?:....r.:..:. ,..., 'C !.. . ..r......,.... r c..su{{{r uf:;c rfu{.r{rrfrf.rrrsrir:??}ter}rrrr} ::.:..r::r.:.:ri=,..-r{_:u...r.i r✓�: tr .: .•i••krir. a•r r. v?x �r-:rr. .... .cv :r{ ii:iu:a�o:cz ::w{t� rw✓,-}::r. vr.{k•: Mr.:.r:..r : .... rv.:..: f..m..w.s ..n;.?:..•Wvr.v:•..; .4 s_............ ....Y._ ..e4A.N:OF...... r:fi'%rf.................I i.S-:C.........f..............r. ...%.._ ..!!^::.:rv`i::eoz:is _ i}}"frYrli_.•:}_}_7rrrx rr:r.rrF r:.r _ •rr�:rr}rrr}rNS.r l:ux:r rr.�r.-.�:iin• iJrix•::rnv::::rrrr::xrrrr:•_•• ......r:r:..::•::::::::::s?...... ...f...0k.ox:.:r1{{.•..._ix.c :<.}.rr:rrrr:. _ <...........:-x,A.....................................::{:x..x{{{:r:_•}x?-y.:-:::r:::.x.:4 r:::r: ::rr::::::. .... . ..z....•;...v:::v::r rr:}::::}•:•:::rr: :� :rr:::rr ::_•}: .... vr:r::i•:�} :}::::: 1,} {:::-•r{�:•:yi:};ii:].�:::i::•::yr�}::}:-�i-��`?i"r•-"rii:�ri ::}: ........... ....................::.v::::vrv:.•r::r:...r.rrr. :. .•.:- v-..� ♦ :..•......_..ti..4._....... •}}:-}}}}}}y.}}}}}:.}}�.?•}}:•}}}}:. ?r...rr..:h...}..r.....}..........}.......r::rh-}:r:::::}}}:}}}r}:•}:-::•ii}}}}}iv: ..'.}:•. Y:::}}.:....rr:..r.:..::..:::::::::.........................r }:::. Help: Get the next record in the list 5345 X. BOND QUANTITIES WORKSHEET, RETENTION/DETENTION FACILITY SUMMARY SHEET AND DELINEATION OF COVENANT (N/A) 5. XI. MAINTENANCE AND OPERATIONS MANUAL, As grading activities progress it is recommended that the sediment trap and v-ditches be maintained on a regular basis.