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WA FOR AREFER �Ag URATLE D9 URVERI I LEG AL SITE aiI DESCRIPTION. y _ ! ' FACILITY SUMMARY - aka .- ! — SITE ACREAGE 454 ACRES/191,162 SP/ Tj R MAN FLOOR X / .( .( .( x Y / Y .< l 1' / / / / ,' OFFICES 2.45I SO.FT. p.(7 ml WAREHOUSE 13U303 66 FT. y El ENTRr EXIT X I SHOP AREA 8019 SQ.FT. O IY �I SERV CE AREA U711 66 FT. 4 5 A9p _�F t ,x 1 • I REST FLOOROi9 HI°A FT. V T.N'tl 405 �f- EMPLOYEE CAR PARCMG b0�+ -T�n711�i_il-ilrj� 1 I MAN SIIB-TOTAL Q V H FII��_I__..�.% (FOOTF''C) 38,140 56 FT.(0H9 ACRES) y '.I. (4 II I- I I O CF SITE COVERAGE B59A 1-..-(P W " '=rIl'=�'-1 U 1ND FLOOR pi V1 _'U/ I OFFICES 6.416 96 FT. P.III TRUCK/RV PARKING ,F • REST ROOTS bbl SOS FT. a 99 f' I T I �� ]ND FLOOR SUB-TOTAL 1081 SO.FT. 3>>p PUT i1 MTAJ 45021 66 FT. G 1. 111 EQUIPMENT SSAGMG I `� 4 I G69d.A Z 8 _ 1- LANDSCAPE ACREAGE 055 ACFE9(]3.993 SF../ P.6 SITE COVERAGE RJ3R ' p WILDLIFE AfiEA all ACRES(A039 5FJ I r J I I M x OF SITE COVERAGE 134. I EXIST]IT ASPHALT ].T0 ACRES flnbR SF.) it I I I O NEW ASPHALT 032 ACRES (8,916 9FJ �I 1 EOIIPPE'MM bTYaPIG 078 ACRES(1]74D SFJ I I 1 I -' x 6 SITE COVERAGE -rib 1� I I I TRICK PARKING FIELD SERVCE PAWING I NEW PARCRG AAA 03]ACRES TM SFJ I I LANDSCAPING O.R ACRES f973]9FJ , TRUCK PAR.. I i t , I 'Pr W NEW PARKNG AREA ]lDOf. III O FO I I u,E II Ni Ca PARKM RFOWRFHFNTS '{ CAR PdFKPKa ACTUAL REQUIRED y7 EQUIPMENT STAGS. OFFICE WAREHOUSE 35 STALLS 21-40 STALLS 0 __ISTALLS 9 STALLS O Q F-0 IL I SHOP AREA 11 STALLS 8 STALLS I; I L. J I'� SERVICE ATEA 31 STALLS 36 STALLS N IL • WNCOVERED STORAGE 1 STALLS 6 STALLS W I— I `______ I I F ELD SERVICE PARKIN' I I y I a I ♦ z �/ i ;� Ig S 11. 12TH ST' Q 0_ I 9� % i/ Il 4 O _ — - cn w A I 9' ; I PARKING AREAS •E.c ,_�„]� I Y�A ! • I EMPLOYEE CAR P64 YG 0 V . 1 I EXISTINGREGULARO 41 STALLS �ZO f' i SERVICE i I p I NEW- REGULAR-- 4I STALLS 0 // / ® TOTAL I 81 STALLS .Q l I d+ I CUSTOMER CARP ING (0 STALLS U (1- / , c I I - TRUCK PAR.. 13 STALLS TRAILER PARKING 9 STALLS j' ,I 1 • . TRUCK/RV PARICIT lb STALLS 5. j / 'r EGUIFTfrMT STAGS4gill FIELD SERVICE PARCPG 9 STALLS E. I F HANDICAP 4 STALLS pWy L J • SERVICE. - _ - SEAM.E I � I — — — E. NEW ECTIVE / LDADPG [ARTSi r.�y_ •«PEA Rj I p7 DOLL FOR LIGHIj I`y W E RAPT' DOCK DOCK 9'<IB .SL M ♦ I l Y GRAVEL) m 0e / DOW - 1'•5' CUSTOMER PARKNGI_I'IO ■ � I O _ WA — Da 22 09- mar ALLEY t REVISIONS l4 W /NEW EMPLOYEESTALLS) •- RATOR %/////`.9.1=0�I' - A-- — ! (41 {u� IN P T y I • (L a :i LEGEND R� ' I 6 X,� i ems•; I 1 .41 D �_ I O 4'DI4 DECIDUOUS TORE RF TELEPHO•E POLE I il EXTRUDED CURB f e Ig TYPICAL ink c I :'� d • • SHOP ' P O b'DI4 DECIDUNb TREE w�POSER POLE iiyiIm �,N 1 a WAREHOUSE • I I 0 .a ®tl'DI4 OSOBIJ VS FEE V�LIGHT PO E R : 1 0■ __—___ ___�_ _/ I I g V m1 ®14'DI4 DECIN�""9 TREE 1; WILDLIFE AREA 1 I a _ 9. I1�1� ,k-" �M I I •_• I I PI 36'DI4 DECIDUOUS TREE .STORM DRAM IYi /1-0 0'L IB' b'-0'L 141L0' ■ IM I_ :I.S; ; 111111 TTT -='-- '1 \.`' 'I * rl /. 6 DI4 EVERGREEN TREE _ APPROVALS CQITROL STTd1CD1RE \�� �-. tl 4' I h. NI d //� — — — CD ii DRAFTER: 9 CHECKED:SUP RIP RAP LP�D ■��FFF.F_ • _{: _' --- PROVED.FEC SPILLWAY �'!;,TJS�' by LF 'WI•E-I• E• St�� F.D. �___ ___ _ — _ -------------- OVERFLOW WWW ( .1._____ BPiLLWdY \Y I. ___65TPLITS 9' l //R�1,II�y� _ - RIP RA-_PED SPILLWAY LwoWRrb Y ( c% -- —S• W ecri=a. _--Il=il=ii=n=n=1i=G=n=ir l=n=ni,5-'�u___n-tl =:_=n=_=E„_,:=.P__�=„_.r_I•L!_-_,9._:_,_.u. ,A E,_d Il._•-__,=i4,S•_�._ %I l -r-rt - ' T WI'Ir==�1�=R Fn.gy n-.II�IFniII� fit- n.1 r n i ti. n in. Ilil II Ii 1n In.IIII t�T 7tl u.I.ER•�.t GRAPHIC SCALE E�� [i��� ■��� ■��� !k VG' �r���-��1 t��� (�� j���� ■��� ,may [/,l,�y� (/.e,})� (/,l,}]� V v V V V V .. V V I� V V V V '✓ 0 Y V 0 Y C0 N°Rr" IV 0 10®• PROJECT Nm%316960 PAR INC LOT EXPANSION SITE FL •N TT I'.10'-0• SGCLE,I•.]0'-0' iy}y—r E Txa SHEET'.1 • - - NOTES �� ® zaI U SITE PLAN INFORMATION WAS PROVIDED BY gg OJA,AROUTECTS/ENGINEERS,INC DOCIAIENT zzza 3° DY AY • -- 1 DATED ORE .i 1FOR MORE AST civiE DRvEY•LE OF SITE ....--1lii Ilf II W• GRA DRES�LRIPi10N EST CIVIL BJRVEY 1 LEGAL P. w _ _ ^ FACILITY SUMMARY r F !-- � SITE AC�AGE 454 ALRE5f 191,162 SFJ r•�•r � PL1LDpY � X K % X Y .( X AA l X V Y .( % % A f1AM OFF CES 2.451 SQ.FT. W V A. ,�-f 'PI WAR_-1059E 13.B03 SOFT. If,. rzi E ' f. I X I SERVICE�AREA DIA.19 SO.211°R Ft. .110.2 � "Q yam{ I I REST ROOMS 191 SO FT. V Z y l •k' t `, % % % %b EMPLOYEE CAR PARKING laSk Y X X MAIN FLOOR SUB-TOTAL ,0..51 U S .T 11=111ll lYl��l� , GR • (FOOTPRINT/ 38140 SG FT.(mB9 ACRES, m M• y LLu_=1 a. ( OF SITE COVERAGE 1959, .EG 0 gi W L -Il / 3ND FLOOR m.•.-1 0 r..,Tp fll^�r l=11F, ( OFFICES bpb26 SQ.FT. p•,g Q S• TR4CK/Rv PARKING ( REST ROOMS bl SO FT. O „P IF .rr_. ,�qq 2ND FLOOR SUB-TOTAL IOW SO FT. ES y Ycel • I ' FWII DINT.TOTAL 45821 SQ FT. o iEQUIPMENT STAG.. AC R - I GROUNDS Z 1 S J :LAND,: 4CREAGE :023,395 SQS10 ACRES llt{Q SF) L EQUIPMENT COVERAGE 01B ACRES(1224I0 SF/ NEW ASPI-IALT 1 W UI SITE COVERAGE 619•. 1 I ( I I NEW PARKING AIEA 0052 ACRES (13.915 SFJ TRUCK PARKING FIELD SERVICE PARKING LANDSCAPING Il ACRES /5233 SF, R OF NEW PAfdCING AREA 210m>. 0 TRICK PARKINGd T r 1 rr : mI PARKING RFLIIIRFMFNT9 Q 1 ( PI LAR PdRCOIG ACTUAL REGIIRED }2 TALLS 0 e0 EQIPMENT STAGRJG u2 '( I WAREHOUSE 435 3 STALLS 915T4L5 STALLS '•1 —I (�i SERVICSUOP AREA AREA 31 STALLS 11 STALLS 36 S SSTALLS a) 1 I I ` J 4 �� UNCOVERED STORAGE STALLS bSTdLL9 `___-_- ELD SERVICE PARKING I UI -----__- I W 7 s. w. 12TH ST' c r En . • w to I e �`0. •. II— Z_ CD Cl_ F �1--� R y F� J pARKI ARFA4 ���r .r C --�y r „_....-- A EMPLOYEE GAR PA 1fC�IG O Q °' I IL I ExiSTiNG I , ° y REGULARS at SiALLS r, N I ,I, SERVICE,' Q I "EW REGULAR 41 STALLS �/ Z 11 -, , TOTAL I 62 STALLS Q I e r ly�„A1 O CUSTOMER GAR PAFaCMG Im 9TALL9 __IF I IL N,V I TRRAI ER PAARKKIING + 19STALLS W r , CP , 1 . W N� BUS/RV PARKING 1 STALLS r-1 S STALLS E IEOUIPMENT 9TAGIFI'j i� ' 15) FIELD SERVICE PAARKING 19 STALLS U F. HANDICAP 4 STALLS L J q2VI52 [jARfS* ��i� �' - - - - «PA-- I O co NEW PROTECTIVE ENTRY ENT- I• _ — f :x LOADING BOLLARDS FOR-----"LIGN DO DOCK CUSTOMER PARING � � , I w I -� f Y RAVED Oh ppp \ • _" '�` N _ O — ALL WA _ _ esvcsior s t(j� osrev[ xv :-----'--- - - - - - /�. IN I2T-9' r A __ -- �— wm unu11l ' ,° NEW ENIPLLOO E CARPARKING A• . TOR %/////IA=,114 r J1� ^ ^ e/um step �Yj u1sTALL9l Cr v �;° r_, agB 7,____. LEGEND �NiZ:���"°`�' (Ill li, A \II� , ', ^V p O 4'DIA DECIDUOUS TREE R.TELEPHONE POLE 1 jL ExTRUDED CURB I e SHOP 1 8 F I : DIA DECIDUOUS TREE 0•F'QLER POLE TYPICAL I��� 1�- O b' �`` WAREHOUSE' . I I I! a ®@'CIA.DECIDUOUS TREE v LIGHT POLE ° • ' - ' I 1 gj pI 0 24.DIA.DECIDUOUS TREE 1 1 WILDLIFE AREA • • LAW.-HYDROSEED uL/1 ' •I.I• • •,'-' STORM DRAIN _.- PERIMETER CF NEW yW. �_ /' 9.rr, I I 36'DIA DECIDUOUS TREE PARKING AREA iii\\\ 33 • rif ,I'.: ��r C9�/�//.' I i b'DIA EYEfXa�EN TREE ^``APPROVALS ' MI 1'7 DRAFTER: CDS • �Y■■LtIi - e`N^'F E L $9N 0y W-7)11r CA, _ �— APPROVED:FEO 0 III it ii '4 °" W 13TH ST' � O 'o- o.�N ii ,4;!. • `;J,L4,. .c=GL�A1,1a-(ti.l�.-==g.k-.a,=1=1=1t=11-=G -J1=I I ji=='u=1=1=•t=14A=1F11=11=L=u=t=d=E=t=1=1=3='=1:?I=1=:145I:S4:1=11==i441-r-" r GRARIG SCALE i 2 ""1rz -AuS �'g. �t n Fn n ii i a ii PROJECT N0:3D162M Cy V V VP VO V V Ur t• V t V :y d d CO CO d "°RTM m m Im DAre Dn399 LANDSCAPI G P AN, CONCEPTUAL 1''' MEET NO: W.E /COMPORT$9,0 GPM.1L w CO 381621 VS w rAMr 6 smCRr ww®Tm To: Johnson-Lieber Inc. 723 SW 10th St. Renton WA 98055 Parcel 192305-9087-04 To: Lanphere Enterprises of WA PO Box 4040 Renton WA 98057 Parcel 334040-4730-04 To: Jeffery & Linda Johnson 1406 E. Woodcliff Road " Spokane WA 99203 Parcel 334040-4785-08 To: Douglas & Claudia Buck PO Box 28 Renton WA 98057 Parcel 334040-4900-08 To: Douglas M. Buck 627 SW 12th St. Renton WA 98055 Parcel 334040-4805-04 To: Earline Bala 3121 SE 15th St. Renton WA 98058 Parcel 334040-4925-09 To: Charles Washburn 703 SW 12th St. Renton WA 98055 Parcel 334040-4915-01 To: Charles Washburn 11017 Rainier Ave. 8• Seattle WA 98178 Parcel 334040-4970-03 To: Douglas Hill 12033 Renton Ave. S. Seattle WA 98178 Parcel 334040-4945-05 To: McLaughlin Properties PO Box 60106 Renton WA 98058 Parcel 334040-4960-05 To: Robert Richards 605 N. William Road Flagstaff, AZ 86001 Parcel 334040-5140-05 To: MSI 1109 1st Ave. #500 Seattle WA 98101 Parcel 334040-6430-02 To: Shepherd Investing Inc. 919 SW Grady Way Renton WA 98055 Parcel 334040-7100-09 To: Systems Control Inc. 8656 154th Ave. NE Redmond WA 98052 Parcel 242304-9025-03 TO: Grady Way II LLC 11525 Lake City Way NE Seattle WA 98125 Parcel 242304-9099-04 To: Stuart Ness Steven & Susan McLeod 01540 SW Corbett Hill Circle Portland OR 97219 Parcel 334040-6260-07 G � eo Cummins Northwest, Inc. 811 S.W.Grady Way(98055) P.O. Box 9811 Renton,WA 98057-3000 [II 4. Mailing Labels ....._.." .,.... a 0 CITY OF RENTON tz— -rtprilE175=?===-J .; , iis ' 4 Crj6"r 01 imIL Planning/Building/Public Works \,(0 _ Irs'en..)IA, is v n m : 1055 South Grady Way - Renton Washington 98055 c.\ a de P-. FEB 2 VO 0 01•44" — UZU :i. ADDRESS SERVICE REQUESTED \) Et PB METER : 7158401 U.S. POSTAGE : To: Earline Bala 3121 SE 15th St. Renton WA 98058 1 Parcel 334040-4925-09 ( •\-\GV44 i 1 1 1 I NUMBER •=.--'--il I ve toi ' ,..) V\I d co I I (RETURN TO SENDER_A >4.re) sysropiw.-;..1,0 11 I1 11 111.1 1,1111,1 11111,1111,111iii11111111m1111 1:11111iltin..ilitt il In i 1 t ,s . ,.. • `SY 0 NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE (DNS) DATE: February 22,2000 LAND USE NUMBER: LUA-00-018,SA-A,ECF APPLICATION NAME: CUMMINS NW PARKING LOT ADDITION PROJECT DESCRIPTION: The applicant is requesting Administrative Site Plan Approval and Environmental (SEPA) Review for the expansion of the existing parking area for Cummins Northwest. The proposal would create 41 additional stalls intended for employee parking. The new parking area would be located in the southwest corner of the site. Approximately 100 cubic yards of soil will be moved for the conversion of grass area to pavement. A storm water detention system is also included with the project. PROJECT LOCATION: 811 SW Grady Way OPTIONAL DETERMINATION OF NON-SIGNIFICANCE(DNS): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore,as permitted under the RCW 43.21 C.110,the City of Renton is using the Optional DNS process to give notice that a DNS,is likely to be issued. Comment periods for the project and the proposed DNS are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non-Significance(DNS). A 14-day appeal period will follow the issuance of the DNS. PERMIT APPLICATION DATE: February 9,2000 NOTICE OF COMPLETE APPLICATION: February 22,2000 - - Permits/Review Requested: - Environmental(SEPA)Review,Administrative Site Plan Approval Other Permits which may be required: Construction Permits Requested Studies: Drainage Report Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Departmeht,:° ' 1055 South Grady Way,Renton,,WA 98055 PUBLIC HEARING: N/A • CONSISTENCY OVERVIEW: Land Use: The subject site is designated Medium Industrial(IM)on the City's Zoning Map and Employment Area—Valley(EAV)on the City's Comprehensive Plan Land Use Map. The site is also included in the Automall Area A Overlay District. The use of the site by the Cummins Northwest facility is considered a primary permitted use in this location. The proposal is consistent with both the IM and EAV 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: The initial review of the proposal does not reveal any adverse environmental impacts requiring mitigation above and beyond existing code provisions. 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 March 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 eon-ruse nc oononecn Cknnon,I.AewmwI inwtlnr l • r v \ sa ,a.... , i J ,•, a y Z I . • .•••. 5 ..�• • IINVESiMENT IaO. �'i is • J q /ry I t CO 13 -CS O♦f� % V I' Tat' ll.di' I Q I. Z t t f.... II in ' • +'fI "•` lit pp Sr iii: �i I W IorN - -- •�Y,N; __ GNS La .W;: fa= yt I „� - . S•VI.. O,:f I l• .o /gyp/AIOY i o `�a L'W'I // '� I. , , • Sr.' nesnO- w' Sp OW $ •' • .:( p I •�Jri 7.'.I' • I0T 1 — ton ,.,s • p•20.010 la ri' ;.'it 1/1 '°,slapW� utlt. i a ,5 W W*spinOlOn g'*lt,�Tps R�„i.•wNt nseo• 1• . a 7A SMUU"jll!ar,u a1�a!a 1 4. Q • R A 5 nI•vi.s '5N • IIYlII i 1 S1 •33 y ;este T'�/ls� `e 12 El ,}I, •' I: •.. ,µ.Erµ 13 IN ' I 1 Q g0,30 D S.W s 'tfil cor . !'I'i'rj.3 i I'I rp Y - t , a„21.73114f 3.3 o,,:.t., f y. N. nfw!Tt„no,..u.."1 3 1 • .WA e- (( t y SI�3 �' �epBnYlnlRl1 p� *�` y1� 0 k Iry 1 ::3 : t " i ; • • . 1'�II(.1-a I����ti��J' I.L t .-� a,?.I[' 9 ° 1ay�llnr.�L]'I � r gyV r ,lia,'�, 1s,' ; • f0�u I-4'•' ill I 1 1 I e a I u I i I 71 Glly✓nWo�vJ ^��.. II 9�It /S14 :a illi°,,ityt Ir N.eµ.me; , �fi "it;.11 1 ... .....t•r I �'�-I �•,,{t 7l fr=1 OG ule sv'"�"ltIIisI.�lalx�V�c�n!3'7' . ecc635-� ..:.�.+y""- 1 I41317 I- �!I 5il 1I o :t1•s i t,M,reo' ': . .,.• ^..ry�r('�'� y�I� L 01y, �I_'„I -„ 1 6I 111t1 s R� IUllm,1"�Is"nLR a��:,�,aTvlyssr - a.�" .....kln9 OS y ...�!-. .-.:.:4..0.4...... 0. .•. . .... . !/v TEO CCC S S \ slrE oloIbloddlNon _ _ ,.- i=-�_;_--0's ' .. . . • , 0314 . f :1` ir11 to. . Je:' y • • 1 u d 31 :----4-�"�`+ _i__ 4 i t i3 RJ- I/-' 1, ' ' .. u I.:r1 '�3a 35 _ i jii L Tl: �._.eLr-,=Q'lr:—_^emu "''.— -r; ' !r • • • a 1 .(n-•�-ir 1153g1' d r F ��,K. u 1 sl W_ A MEMIPIE rr S1 P 7 1,1 Sat of Ill 0 I tor_ l r x i l.b," R 4 s,u Is•1 3a I 'C'-. 4t• ..__ :E ,: s- IlIEWIIE n a'i munion its1: IR R rolts1!�tsitaiit tat 'iota f n.4.0 Rllx nlg x • a 1 43• ra .-I-- 4• musimimmlio •• /rAl.I. 100grr n it A i :iC '.............. Sr s 31 , S.W. `1/�T1 1 •, ,.fi �nl•I•,'�'I'©11'•"l:LLF�-^i°h'�`i'i i`li-f'L9 I i I� al 11 I I I D ', �., _.-:+n•*t,:r ..1-•ali!:I• �:" ,I • .LT6 W_L1 ' LLl �t ' l_L 11 JJ_ Lp1 1111 t• 1" 'r r >y s''3' r.V 411 •,1" y a t: =200 Feet W E a p OF RENTON -' A r. ✓. ... P1a ' g/Building/Public Works a m . ��. f I 1 55 South Grady Way - enton Washington 98055 ILI y FEB 2 2'0 0 ed...4 ; 0 3 0 5 ADDRESS S RVIC REQUESTED v 1158401 U.S. POSTAGE i° 02 3 00 FC1 PRESORTED SE}� !.1{�"'s?11 g-7'-_..' ..-''-A)6 . T • Douglas ill 1-2-033- enton AVe. S. Seattle WA. 98178 Parcel 334040-4945-05 [ DP:SSED ( I1 •y C uraeLE To FORAM3 IrJd T - - - - -- RETURN TO SENDER ' _,::,:-j :�t II�I�� e�iill>>�tlsi��la,,ii (nI�f,�fl„�I�I�l�I,Jhi��slf;i *i 11 • NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE (DNS) DATE: February 22,2000 LAND USE NUMBER: LUA-00-018,SA-A,ECF APPLICATION NAME: CUMMINS NW PARKING LOT ADDITION PROJECT DESCRIPTION: The applicant is requesting Administrative Site Plan Approval and Environmental (SEPA) Review for the expansion of the existing parking area for Cummins Northwest. The proposal would create 41 additional stalls intended for employee parking. The new parking area would be located in the southwest corner of the site. Approximately 100 cubic yards of soil will be moved for the conversion of grass area to pavement. A storm water • detention system is also included with the project. PROJECT LOCATION: 811 SW Grady Way' OPTIONAL DETERMINATION OF NON-SIGNIFICANCE(DNS): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore,as permitted under the RCW 43.21 C.110,the City of Renton is using the Optional DNS process to give notice that a DNS is likely to be issued. Comment periods for the project and the proposed DNS are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non-Significance(DNS). A 14-day appeal period will follow the issuance of the DNS. PERMIT APPLICATION DATE: February 9,2000 NOTICE OF COMPLETE APPLICATION: February 22,2000 Permits/Review Requested: Environmental(SEPA)Review,Administrative Site Plan Approval Other Permits which may be required: , . .Construction Permits -. Requested Studies: • _ 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 Medium Industrial(IM)on the City's Zoning Map and Employment Area—Valley(EAV)on the City's Comprehensive Plan Land Use Map. The site is also included in the Automall Area A Overlay District. The use of the site by the Cummins Northwest facility is considered a primary permitted use in this location. The proposal is consistent with both the IM and EAV 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: The initial review of the proposal does not reveal any adverse environmental impacts requiring mitigation above and beyond existing code provisions. 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 March 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 NOTICE OF PROPOSED ENVIRONMENTAL APPLICATION . , . ., . , . . • ' • . • . ' • - - • 4, -I a. i i g 1 , 5 • - ,ss liNvEsrmcm•lc°. '• '" IIt 1 A 31,MT CO Cr) ' • CI • 1._ r.; . 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' . . . • • . - • . . ati, z CITY 1F RENTON „il a N, 1 Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator April 4, 2000 • Mr. Merritt Norton Cummins Northwest, Inc. _ 811 SW Grady Way Renton,WA 98055 SUBJECT: Cummins NW Parking Lot Addition Project No. LUA-00-018,SA-A,ECF Dear Mr. Norton: 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 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. If you have any questions, please feel free to contact me at(425)430-7270. For the Environmental Review Committee, • �; k---,..../5 ) . . Lesley Nishihira Project Manager FINAI 1055 South Grady Way-Renton,Washington 98055 • i::iiii::::::iiiiiii:•:::::iiii>ii:>iiiiiiii]>i)iii:is iiii:)iiiiiiiiiiiii:iiiiiiiiiiiiiiii:i)}ii}iiiiiiii: "" """"':;...:y..'.�..�'..::.:::.:: .:::::::iiiiiii?iii::::::::iiii:iiiii:iiiiiiiiii:::::::•iiii:::iiii^iiii iiii:iiiii::ii])iiii]:iiii iii M iiiiiiI iiii 3 ::<:; :;:; :;::;iiii:::iiii::: i:iii:::::: :: :::::':'ii i :::=:::iii iii iii:"iii:: ;: ;:+;: ::;:iii ::< :::: <CURREN :ii»i« NNING<< IVISI`O`� < »<>`<> `<><' <''<>« '<> >'»' >>><»i-'.: << << >AF I VI i'OF' t ICE Y M, ELf(t < << < > « < < < oic > >' <><>: >< < . ... ......5 �.�. . .. ...... .. On the 1,(2 day of (V jLVOiN , 2000, I deposited in the mails of the United States, a sealed envelope containing R�po\T a- documents. This information was sent to: Name Representing Your, Me w'it 'i\o sin ULAANI n(vr s Arbkr6n LO a , l wcr (Signature of Sender) 5f & k- Se STATE OF WASHINGTON ) ) SS COUNTY OF KING ) L I certify that I know or have satisfactory evidence that lut. 7l • (Q/z• signed this instrument and acknowledged it to be his/her/their free and voluntary act fot the uses and purposes mentioned in the instrument. Datp�d.. n 21„2^,gd MARILYN KAMCHEFF ► Notary Public' and for the State of W ton NOTARY PUBLIC Notary (Print) MARILYN KAMCHEFF 4, STATE OF WASHINGTON Mya TMENT EXPIRES:6-2&03 COMMISSION EXPIRES ppointme �, JUNE 29,2003 Project Name: -,wwV‘S YZw (� � fort RE-a.k.-hw\ Project Number: LUp, 00 . O 1 Slt - E NOTARY2.DOC • REPORT City of Renton Department of Planning/Building/Public Works DECISION ENVIRONMENTAL REVIEW& ADMINISTRATIVE LAND USE ACTION DECISION DATE: March 14, 2000 Project Name: Cummins Northwest Parking Lot Expansion Applicant/Owner: Cummins Northwest, Inc. • File Number: LUA-00-018, SA-A, ECF Project Manager: Lesley Nishihira Project Description: The applicant is requesting Administrative Site Plan Approval and Environmental (SEPA) Review for the expansion of the existing parking area for Cummins Northwest. The new parking area would be located in the southwest corner of the site. The proposal would create 41 additional stalls intended for employee parking. A storm water detention system is also included with the project. Project Location: 811 SW Grady Way • Exist. Bldg. Area SF: 45,827 sf Proposed New Bldg. Area SF: N/A Site Area: 4.5 acres Total Building Area SF: 45,827 sf ,o,s+ - ,r. "s _ - T N Z RI - - - ."cs,: ia.- Vj'g —I--,� .I ' • • H., t. c E N r 1 E R I `e E -I 11 ¢ 6 r. :l Q S '-aN /t A ,HFa I TN „w . AY �I� 5.w_ �1• ° 6R avuo li sr. ,..� a 1 tai I.! IorN ,.. 1; .. o; Li �- Ig, ..... m,i,, s'p`, .vwswa•. • , s . , I s,t12 I ;up 1 ::IY • ai;,,v .. I y,,,;. 6..0" 'mot• 4.0„21...��..wra 3;op' p II �.` - a,1 i,411 '..........-.� .W • - ,,k sl ,,ev I ,,,..• , :n 1AB..e a FF 1n=,.ffa f .� Y � aeua f� a •�r� S O I.„�u y,. t +nt+. ST GRPO ' :I anaaoaa :°'5."':::: �Woi`7��;::'.-'E 2 ' rH�� , �' g ��. � ''/W. a uum,�e��i11�,I ua nl.L ` a F,I��©,:,�t 11 ru,.. n'�', J 13�y 'l. u „` S, a v o 1.r' ufy a. - J.. I• _ : � msi a ;, �s �!i C9 s t 4i L.'�u��=. i+�I°�" I.-.. . e r i �'a u ai iP��,.., SW. t,.' ,�a„ I Jt�U l „4W��h,J i„:1 fi - l �4 �,Q . �(r� • _;�ylA Yrl„�,t•, - ,e fl'/�, �m 6 �•7�I�tif� ...,5�'....• ,�yam,_ a .., -. �_ d a. ,n�yy iifill!'31,1th 4 i'� . „," ;, o ".: "'4 I�'`4s0 �s " INTERSTATE --.405.... srttw "s F 3 4 .. ©.".0 INTERS. .,.,.. s. - 15.:+; ICI ..o-. un�u • a y. :111141 r—Q.l� _t. a 1:',s .;1 I,: 11 n st .:A v � i- a �� ... ...a•::,�i•' e n ' 13, ' k`s •�..a• v='�2— F_.. 1 .r. [•�.� o'1,J°-i ,yy •; u Ie o:..:,..o_usig 9 w u,.E d 7. ;1:1 u a`, -I:i y .--s.w. a _'- w _�__ _ • n'..S.: v ' , a3, uh6u en R- 41.,I' eM012 I,1,, ,,unn In roe wIT t_,_ ,_ F 16TH'" _� T=I , p tn T okr . s . y. ram—NOFTN 1 Y: � ' ; %> s ei �sig 1^=200 Feet W 1. s.:o4 1i a . , i Project Location Map siterc City of Renton P/B/PW Department Administrative Site Plan Approval&Environ _ ,�fal Review Committee Staff Report, CUMMINS NW PARKING LOT EXPANSION LUA-00-018,SA-A,ECF REPORT AND DECISION OF MARCH 14,2000 Page 2 of 6 • [FART ONE: PROJECT DESCRIPTION/BACKGROUND • The applicant, Cummins Northwest, is requesting Administrative Site Plan Approval and Environmental (SEPA) Review for the expansion of their parking area. The site is currently developed with the Cummins Northwest facility, including a 45,827 square foot building, associated parking, utility and landscape improvements. The proposal would create 41 additional stalls intended for employee parking. The new parking area would be located in the southwest corner of the site, which is presently vegetated with grass, poplar trees (20-inch ' diameter), and a cottonwood tree (26-inch diameter). Approximately 100 cubic yards of soil will be moved for the conversion of the grass area to pavement. A storm water detention system is also included with the project. No modifications to the building footprint or vehicle circulation patterns are proposed. Cummins Northwest previously obtained a temporary use permit for a parking lot on the property adjacent to the subject site. This temporary parking lot was established to alleviate current parking problems for employees. The proposed parking lot expansion would allow for the eventual removal of the approved temporary parking area. PART TWO: ENVIRONMENTAL REVIEW In compliance with RCW 43.21C.240, the following project environmental review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. . A. ' Environmental Impacts The proposal was circulated and reviewed by various City,Departments and Divisions to determine whether the applicant has adequately identified and addressed environmental impacts'anticipated to occur in conjunction with the proposed development. The analysis of the proposal does not reveal any adverse environmental impacts that would require mitigation above and beyond existing code provisions. 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 ' • . . XX NON-SIGNIFICANCE NON- SIGNIFICANCE-MITIGATED. XX Issue DNS with 14 day Appeal Period. Issue DNS-M with 15 day Comment and Appeal Period. • C. Mitigation Measures No mitigation measures are recommended. ' ' 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. All compact stalls (anything less than 9 feet by 20 feet) must be labeled as compact parking., Plan Review—Water ' 1. No new buildings are proposed,therefore, no water permit will be required. . , S siterc - ' City of Renton P/B/PW Department Administrative Site Plan Approval&Environ fal Review Committee Staff Report • CUMMINS NW PARKING LOT EXPANSION LUA-00-018,SA-A,ECF REPORT AND DECISION OF MARCH 14, 2000 Page 3 of 6 Plan Review—Drainage 1. The storm drainage plan and temporary erosion/sedimentation control plans need to be designed in accordance with the 1990 KCSWDM as adopted by the City of Renton. 2. Biofiltration will be required if more than 5,000 square feet of new impervious surface installed on the site will be required. 3. Surface water(SDC)fees of$0.129 per square foot of new impervious surface on the site will be required. This will be required prior to the issuance of construction permits for the project. Plan Review—Transportation 1. No net new trips associated with parking lot expansion. No Traffic Mitigation Fee is required. 2. This project is a parking lot addition only(on-site). All street improvements are in place on adjacent roadways. PART THREE: ADMINISTRATIVE LAND USE ACTION - REPORT& DECISION This decision on the administrative land use action is made concurrently with the environmental determination. A. Type of Land Use Action XX Site Plan Review Shoreline Substantial Development Permit Conditional Use Binding Site Plan, Special Permit for Grade& Fill Administrative Code Determination B. Exhibits The following exhibits were entered into the record: Exhibit No. 1: Yellow file containing: application,proof of posting and publication, environmental review and other documentation pertinent to this request. Exhibit No. 2: Drawing No. 3876.12, Site Plan (Received February 9, 2000). Exhibit No. 3: Drawing No. 3876.21, Landscape Plan (Received February 9, 2000). ' Exhibit No. 4: Drawing No. 3876.23, Tree Cutting/Land Clearing Plan (Received February 9, 2000). Exhibit No. 5: Page 1 of 3, Grading and Drainage Plan (Received February 9, 2000). Exhibit No. 6: Page 2 of 3, Temporary Erosion Control Plan (Received February 9, 2000). Exhibit No. 7: Page 3 of 3, Standard Details Plan (Received February 9, 2000). Exhibit No. 8: Vicinity Map (Received February 9, 2000). Exhibit No. 9: Page G2-E, City of Renton Zoning Map. C. Consistency with Site Plan Criteria ,' In reviewing the proposal with respect to the Site Plan Approval Criteria set forth in Section 4-9-200 of the Site Plan Ordinance, the following issues have been identified by City Departmental ' Reviewers and Divisional Reviewers: 1. Conformance with the comprehensive plan, its elements and policies; The site is designated Employment Area — Valley (EAV) on the Comprehensive Plan Land Use Map. The EAV designation is intended to provide for a mix of employment-based uses, including commercial, office and industrial development to support the economic growth of the City. The existing use of the site and, therefore, the proposed expansion of the parking area, are consistent with the EAV designation. • 2. Conformance with existing land use regulations; The subject site is zoned Medium Industrial (IM) on the City's Zoning Map. The property is also located within Automall Area B. The use of the site by Cummins Northwest as an engine distributor is considered a primary permitted use in the IM and Automall zoning designations. siterc City of Renton P/B/PW Department Administrative Site Plan Approval&Environ eta/Review Committee Staff Report CUMMINS NW PARKING LOT EXPANSION LUA-00-018,SA-A,ECF, REPORT AND DECISION OF MARCH 14,2000 Page 4 of 6 The property is developed with an existing 45,827 square foot building, as well as associated parking, landscaping and utility improvements. The development standards of the IM zone mostly pertain to the construction of buildings or structures. No modifications to the existing building or traffic circulation patterns are proposed. The proposed parking area's compliance with the pertinent development standards of the IM zone and parking regulations is discussed below: Parking—The parking regulations base the amount of required on-site parking spaces on the floor area dedicated to specific uses. For the subject proposal, the following parking ratios would be applicable: • a minimum of 3 to a maximum of 4.5 spaces for every 1,000 square feet of office use; • one parking space for every 1,500 square feet of warehouse and storage use; • one parking space for every 2,000 square feet of uncovered storage area; • one parking space for every 1,000 square feet of manufacturing area; and, • one parking space for every 400 square feet of vehicle service area. The applicant has provided a parking analysis, which indicates there are 54 existing on-site spaces. The proposal would create 41 additional parking stalls. This would result in a revised total of 95 parking spaces for the site. Based on the parking ratios listed above, a minimum of 86 to a maximum of 104 spaces would be required on-site. With the proposed additional spaces, the subject site would have sufficient parking based on code requirements. As proposed, the new parking area complies with minimum requirements for stall width, depth and aisle dimensions for ninety-degree stalls. 3. Mitigation of impacts to surrounding properties and uses; The proposed parking expansion would not adversely impact surrounding properties and uses. Potential impacts to surrounding properties would be minimal considering the site is currently developed and no major modifications to the site are proposed. The proposal would actually serve to reduce current parking overflow problems for adjacent properties. Potential short-term noise and traffic impacts would result from the initial construction of the project. Existing code provisions that limit construction work hours, and the applicant's construction mitigation plan, which indicates proposed work hours from 7:00 am to 5:00 pm, Monday through Saturday, would mitigate these impacts. 4. Mitigation of impacts of the proposed site plan to the site; The project includes the installation of a drainage system, including a detention pond and biofiltration swale, in order to accommodate the increased storm water runoff from the new impervious surface. The proposal is not expected to adversely impact the site. No sensitive areas are located on or near the subject property. As indicated in the applicant's construction mitigation description, best management practices would be used to reduce erosion and sedimentation impacts to the site. 5. Conservation of area-wide property values; The proposal would allow Cummins Northwest, Inc. to modify the site so that it is suitable for its use of the property. The project would alleviate current overflow parking problems and is anticipated to conserve property values in the vicinity. 6. Safety and efficiency ofvehicle and pedestrian circulation; The proposed parking area satisfies the minimum drive aisle width of 24 feet for ninety- degree stalls. No modifications are proposed to the existing traffic circulation patterns or ingress and egress driveways. The project is anticipated to improve vehicle and pedestrian circulation on the site. siterc City of Renton P/B/PW Department Administrative Site Plan Approval&Environ_ ,fal Review Committee Staff Report CUMMINS NW PARKING LOT EXPANSION LUA-00-018,SA-A,ECF REPORT AND DECISION OF MARCH 14, 2000 Page 5 of 6 7. Provision of adequate light and air; The project is not anticipated to prohibit the provision of adequate light and air circulation to the building. 8. Mitigation of noise, odors and other harmful or unhealthy conditions; It is anticipated that minimal noise and odor impacts would result from the initial construction of the site. These short-term impacts would be mitigated by the applicant's construction mitigation plan. The proposed development would not generate any harmful or unhealthy conditions. Noise impacts associated with increased traffic and activities resulting from the completed project would not increase above existing conditions. 9. Availability of public services and facilities to accommodate the proposed use;and There are currently adequate and available public services and facilities to accommodate the existing use of the site. The proposal is not anticipated to significantly alter the demands for such services or facilities. 10.Prevention of neighborhood deterioration and blight. The proposal will serve to prevent neighborhood deterioration and blight by improving an existing development. XX Copies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report. D. Findings, Conclusions & Decision Having reviewed the written record in the matter, the City now enters the following: 1. Request: The Applicant has requested Environmental Review and Site Plan Approval for the Cummins Northwest Parking Lot Expansion, File No. LUA-00-018, SA-A, ECF. 2. Environmental Review: The applicant's file containing the application, State Environmental Policy Act (SEPA) documentation, the comments from various City departments, the public notices requesting citizen comment, and other pertinent documents was entered as Exhibit No. 1. 3. Site Plan Review: The applicant's site plan application complies with the requirements for information for site plan review. The applicant's site plan and other project drawings are entered as Exhibits No. 2 through 9. 4. Comprehensive Plan: The subject proposal is consistent with the Comprehensive Plan designation of Employment Area—Valley(EAV). 5. Zoning: The Site Plan as presented, complies with the zoning requirements and development standards of the Medium Industrial (IM) zoning designation, provided all advisory notes and conditions of approval, if any, are complied with. 6. Existing Land Use: Land uses surrounding the subject site include: North: Automotive and industrially developed property, zoned Medium Industrial (IM) and Automall Area B; East: Automotive developed property, zoned Medium Industrial (IM) and Automall Area A; South: Interstate 405; 8 West: Office developed property, zoned Commercial Office (CO). siterc City of Renton P/B/PW Department Administrative Site Plan Approval&Environi la!Review Committee Staff Report CUMMINS NW PARKING LOT EXPANSION LUA-00-018,SA-A,ECF REPORT AND DECISION OF MARCH 14,2000 Page 6 of 6 E. Conclusions 1) The subject proposal complies with the policies and codes of the City of Renton. 2) The proposal complies with the Comprehensive Plan designation of Employment Area — Valley (EAV); and the Zoning designation of Medium Industrial (IM). F. Decision The Site Plan for the Cummins Northwest Parking Lot Expansion, File No.'LUA-00-018, SA-A, ECF, is approved. EFFECTIVE DATE OF DECISION ON LAND USE ACTION: March 14, 2000 SIGNATURES: -Q1/\ Ali-- 7-742 anson,Zoning Administrator date TRANSMITTED this 20sh day of March, 2000 to the owner and applicant: Cummins Northwest, Inc. (owner) Merrit Norton 811 SW Grady Way Renton,WA 98055 TRANSMITTED this 20Ih day of March, 2000 to the following: Larry Meckling,Building Official C.Duffy,Fire Prevention Neil Watts,Public Works Division Lawrence J.Warren,City Attorney South County Journal Environmental Determination and Land Use Decision Appeal Process Appeals of either the environmental determination [RCW 43.21.0075(3),WAC 197-11-680] and/or the land use decision must be filed in writing on or before 5:00 PM April 3, 2000. If no appeals are filed by this date, both actions will become final. Appeals must be filed.in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton,WA 98055. . Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. siterc NOTES • IJ SITE PLAN INFORMATION WAS PROVIDED BY ® F 6 ♦ CNA,ARCHITECTS/ENGINEERS,RTC.DOCUMENT '� DV wAfy FFOAR A MORE 61,-1 v4TE DESCRIPTION CF SITE 5 Nt• GRA D YRP LATEST CIV L SURVEY F LEGAL a . - - FACILITY SUMMARY a1ppp -- - SITE ACREAGE 4S4 ACFES(nllb]8f.1 J b• / _ &BLDPG 114 k • J- -M-' Y N x N A K AXXX A Y OFFICES 2.451 SO.FT. a V -" ENTRY EXIT A Y RI SHOP AUEA 1301503 SO.FT. SNRV AREA B019 SO.FT. •4 0 G•i 1 t gi SERVICE AREA ,7 SO FT. M W-_ --- 1u* 3i l f , .t , S / PEST ROOMS 91 SO.FT. V L3 W �_ 13 ^` •• 1 ~I- EMPLOYEE CAR PARING m •1i,ld_Io•=Ii ICJ�� .-. .-.-.-., ~• I Iak Y 1 K • I MAIN FLOOR SUB-TOTAL all _ (FOOTPRINT) 3�140 EC FT(OD9 dCRESI F.a,a V cilllWifiai•( I > f .9 SITE COVERAGE 1959>V' y�1 IIIII_�I_iil.��l 1 t< J ]ND FL Fa 2 AE. OFFICES 6.,6166 9Q FT. �r__: I TRILIGRV PARKING I � REST ROOMS I90.FT. P � T, 2 ` _ ]ND FLOOR SUB-TOTAL 1061 SO FT. 8 T I Ii - i , - ~ pun MINNTOYS ,sptl SO FT. i ; 1 EQUIPMENT STAGING I C R 1 I •• 'Rl"" ' •Z-• 5 I I < - - LANDSCAPE ACREAGE 059 ACRES(]3,995 SFJ ! I I -< R OF SITE COVERAGE GO. WILDLIFE AREA 0(1 ACRES(4b3B SF) ' I r I E OF SITE COVERAGENEW ASPHALT 44 J I < I %ISTING ASPHALT ]3 210 ACRES(111b1]SF)032 ACRES (13,915 NU 1 I 1 I EQUIPMENT STAGING 020 ACRES(I]340 SF./ `4 . j 1 I g 9 OF SITE COVERAGE 6199 • I TRICK PARCWG FIELD BER✓ICE PAFdCIYi I I NEW PARKING AREA 032 ACRES 113,91E SF) I TRUCK PARKING I I LAND9CAPIG 012 ACRES A73]SFJ ]r , •. .OF NEW PARCIG AREA ]IECa. 0 IIi I a0 ; I RI PARKING RE RTIENTS Q Z I t. �f CAR PARKING ACTUAL REQUIRED y0 Q j I EQUIf*1ENT BTAGNCa 4N �•X OFFICE 39 STALLS ]1-40 STALLS �/ -I * WAFEHCUSE 43 9T4LL9 9 STALLS 0 LL I I I SHOP AREA IT STALLS 5 STALLS I I - Ipa SERVICE AREA 31 STALLS 36 STALLS W I L J a UNCOVERED STORAGE 1 STALLS 6 STALLSig I L __ -_ I 1 F ELD SERVICE PARKN• I IID - _J E • yy S IW+ Z /l -J- O I T / En 5 w, 12TH ST• .- Q . i .4 PAWN.AREAS EMPLOYEE OIEXIST..A1STALLS / O REGU 41 ( I SERVICE: 1 REGULAR ,I STALLS ` Z i6 Y i I �•I '® TOTAL I B]STALLS A // / I` 1 yyFi CUSTOMER CARP NG 10 STALLS . 0- % ` - �H RICK PARKNGPARKING 13 STALLS /V V I I• I-•I ITRAILER P 4) BUS/RV 40515G t 'STALLS ``Aj F /r. l I I R•'1 TRICK R✓PARKING 16 STALLS J / / IEQUIPMENT 9TAGP4 iI FIELD SERVICE PARCRG 9 STALLS / L J EBRNCE u SERVI, . H4�ICAP I ,STALLS NEW CTIVE LOADING • ENTRY --_ ENT- I ....--- BOLL FOR LkAH{ RAMP • y I _ - - __ - - .s.....ros•Fc 4� .� . ;• GU9THX9iE-P-. . III I w♦ I b (`-p,VE1,) B�. ►, - :TN u► A,v. ., M — A ALLEY WAS R REVISIONS \Y14/ :0 , NEW SEMPAL CODE•_ "IN - ' % ARM .T INA ma _ .— —� NI STALLS, ICSu ava am � • Ii�='ipn i `�� •a 1 I�i����� is=i, LEGEND �e�: 'e n a [• �II �' • -- T O,DIA•DEOIDUOUS TREE F.TELEPHONE POLE EXTRUDED u3® 11 I K Id _. �I� SHOP I a g S I + TYPICAL ,antY` •I F'� 1 � O b'DI4 DECIDUOUS TREE PPG P0400 POLE ' m ° WAREHOUSE I I ID .a ®10 DIA DECIDUOUS TREE IF.LIGIR POLE •1 ��rII IIY I I� -'f; •'• •� I I O� I oI ®24.DIAOECIDWIn TREE i01 WILDLIFE AREA /! - m IIFI', �� ,�. . - AIPS f /� I Ill • %'DIA.DECIDUOUS TREE 2 STOW DRAB! '� //I. II b'DIA EVERGREEN TIRE= - APPROVALS • • 1l 41=iiiiiiii ' _ �� CO/TROL eTRWCTUI� �Y► MM.. I. ` _ M 9, - MECUM: R MCDI►e RIP RAP LIED '� `` it�='� �iR `,. - ' AMOR,.EEC SPILLWAY .R,: b.LF •WI•E-I._ .E.1 ER` - - OVERFLOW SPILLWAY B %�� .. 1 g �4 a 3t RIµ F .. .RPRA - -.II O •-. -. __ _ -- �I - - II II II 11 1 I I t I t 111 --_- _ _ .. •. n n r n 1 n II n 1 1 I -' - O GRAPHIC ecALE ` `PAR INCs I LOT IEIXPA i %%0-SITE PLAN 'u tv 0 ® (t ® ®' RRI � 1'.]0'•0' BRINY NO: .... ma Noma comAnto ..°`. 3816.12 e i.____... NOTES R ml SDBCNE• - FACILITY SUMMARY j_ I SITE ACREAGE 454 ACFESI191162 SF., ,1 4 • _ . Pa}II Mlµ- R•i Af • _ `,I A ✓ / ✓ ✓ A ✓ A / 1' N ✓ N N N N A MAIN RCFFICES }.a91 SO FT 'R U' ,we ENTRY EXIT \ - WAREN. 13503 SO P. 0 Z e SWOP AREA 6019 SO P. 0 O a Y �' SERVICE AREA I4711^A FT. M 41 N _ ttY.N N N N N b J I REST ROOTS 191 50 P. Cd m IA _ r=—{- EMPLOYEE CAR PARKIN `� [( MAN ROOK SUB-TOTAL !9 y i.!gEQi2 — 1 SO 01 C. LI' •k„AWL I, _ •� C 'FOE SITE COVERAGE 3Blb 1959i10B9 ACRES) A 0 y DI- tb 1__t4;_i4{I 093 FLOOR U S 6.a}6 SO.P, F. Q p • :.Avg TRUOCAi/PARCRIG , REST RL'.O'15 661 90 P, O K 3E. - `Z1 }PII)ROGR SUB-TOTAL IOBI 92 P, a y W y l i w11t DRYr TOidL a9P}l 50.P. EQUIFMENT STdGRN - C R 4 S GROVIDS "` O W Z P.In - .. RANp9CdPE ACREAGE OSf dCFE91.J 99>9P Uy OF�iTE COVERAGE 2139 '1 `LDL E AREA 011 ACRES l4635 9F.I • OF SITE COVERAGE }3,. 1 r Jd . EXISTING ASPNALT 310 ACRES IIM5R SF., I Il EQUIPMENT STAGING 07B ACRES IRla0 SF.) �j OP T.OF SITE COVERAGE 6 Es 1� 1 FIELD SERVICE PAfMKRN -I NEW PARKIN AREA 032 ACRES 113.919 SF) TRUCK PARKING LANDSCAPNG OR ACRES '5732 SF) 0C TR1 PdIdCI1N T 1 S 11 PARKS*RF911PF1"I=NTN NEW PARKING AREA ]160i 0 a' 1070 Pd::: dNdL7.1 EQUIRED O,. IO FO• EQUIFTIENT STAGING dR N 33 STALLS 9T9T4L3 LL9 P.II � VCSNOP 3 A 11 SSTALLS 36 STALLS �JJ [ VERAGE STALLS 6 STALLS W TALLS 5 STALLS 0 I— (...-----_ F ELD 9ERNCE PARKING a_ (j O a I ui S. W. 1zTH ST• C V z 1 tl�' 1 -- I LL W '" DB'-3• V $$ ei O PdRKMG AREAS •E�� Lr FF-^T�^ -�1--�F EF>PLOxIS CAR PdF• E L• A J /� F ��[y���g ^ Ex19T fir.n •ARg AI STALLS /'Z NV 1 • c J• SERVICE `�'���� e ® NEW TOTALRECAJLAR Al sTALLS SO STALLS V I CUSTOMER CAR PARKIN IX STALLS _I I I N>. TRAIL PARKIN B STALLS `� TRAILER PdIBCMG 9 STALLS `.. r -) ' I I ' W 0 BUS/RV PARKING 1 STALLS CFI /!}� TRUCK/RV PARKIN b STALLS F.[ EQUIR4][T 9TdGMC� STALLS •• I I } !��• NANDICEP FIELD CE PARKING A STALLS Si e NEW PR FORL/}i LOADPN , ENTRY —'---T- I - _ -- - POLE--;...„ RAMP> DOCK g.[b. I� M I p'!l = -- 111� -- ... -WAY GRAVEL) el' DGYR _ CUSTCMEQ PA RXMC_}'L�____�I _ O_.. Y - - i-REVISIONS ArR 1 uIne,u, VA u • 1 0 4, =�57'? . - al•.9 ALLE �- 1 Iu NEW EMPLOYEE CAR • .. ® f$NERATGR %//// �-�I�1=1' __ - ENnnwRIR m ' !II,�+ PARKINON.awn �j� I'i:rll _. - r/nv \�/ u1 STALLS/ - Q IIi'EilnI - - LEGEND • lwr f�� ;�5.. uJ (�dUK' O a'DIA DECIDUOUS TREE TPE TELEPROIE ROLE EXTRUDED CURB I( �I. ,--` SHOP 1 F 2 1, 1 O 6'DI4 DECIDUOUS TREE :RR POWER POLE • .. TTPIGdI. �� lillik WAREHOUSE • . I I� 156 a OD'DI4 DECIDUpU9TEE VR LVN POE r _ • 1 WF + • •� I I IJOd pI ®}d'DI4 DECIDUOUS TREE ^I WILDLIFE AREA LAMN-N11JI0OBEED ��/ _ - --_-_ • - •' S ✓� I �I 36'DI4 DECIDUOUS TREE IaBTGR•1 DRAM FERR'ETER6NEW .'� �'n, i • • :air ail Y PARCPY AREA ,YF 331f L • I�all I �•#6'DIA EVERGREEN TREE APPROVALS cIt� 1 rs1NV L� i ` CHECKED:BWP • �Y.;i__ I III _ • _ APPROVED:FCC p TPMLOL 5 Mini Oil' GA4 - !.4,, li-Q i i i,, _ _ DND[[.F.R O .-_. _ _ S. 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KROLL RC i Resource Conservation I CC .1 Convenience Commercial (P) Publicly Owned �°�' I CM] Residential 1 du/ac Center Neighborhood* Renton City Limits P\GL Pr I R-5 I Residential 5 du/ac I CS I Center Suburban• _""'- Adjacent City Limits F-1 Residential B du/ac I—I Center Downtown• i ^ , (Grey Text) Prezones SECT/TOWN/RANGE I RMH I Residential Manufactured Homes En Center Office Residential SS Automall District A ®' Residential 10 du/ac I CA I Commercial Arterial I•;•:•:I Automall District B IR-14I Residential 14 du/ac I—I Commercial Office • For additional regulations in overlay districts not shown on this map, please see RMC 4-3. o c I RM-I I Residential Multi-Family Infill I IN I Industrial - Heavy x CM Residential Multi-Family Neighborhood Center I-1 Industrial - Medium PAGE w P z OE Residential Multi-Family Suburban Center I-1 Industrial - Light INDEX N IRM-uI Residential Multi-Family Urban Center• I P-I I Public Use Y o co 41 CITY F RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator January 05, 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 March 14, 2000: DETERMINATION OF NON-SIGNIFICANCE CUMMINS NW PARKING LOT ADDITION LUA-00-018,SA-A,ECF The applicant is requesting Administrative Site Plan Approval and Environmental (SEPA) Review • for the expansion of the existing parking area for Cummins Northwest. The new parking area would be located in the southwest corner of the site. The proposal would create 41 additional stalls intended for employee parking. A storm water detention system is also included with the project. Location: 811 SW Grady Way. Appeals of either the environmental determination [RCW 43.21.0075(3), WAC 197-11-680] and/or the land use decision must be filed in writing on or before 5:00 PM April 3, 2000. If no appeals are filed by this date, both actions will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110. 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, .,/?, Az/ Lesley Nishihira 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 Eric Swenson, Seattle Public Utilities Duwamish Tribal Office Rod Malcom, Fisheries, Muckleshoot Indian Tribe (Ordinance) Joe Jainga, Puget Sound Energy 'gitcyltA 1055 South Grady Way- Renton, Washington 98055 ®This paper contains 50%recycled material,20%post consumer 7w f 1 CITY F RENTON Planning/Building/Public Works Department mom Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator March 15, 2000 Mr. Merritt Norton Cummins Northwest, Inc. 811 SW Grady Way Renton,WA 98055 SUBJECT: Cummins NW Parking Lot Addition Project No. LUA-00-018,SA-A,ECF Dear Mr. Norton: This letter is written on behalf of the Environmental Review Committee (ERC) and is to inform you that they have completed their review of the environmental impacts of the above-referenced project. The Committee, on March 14, 2000, decided that your project would be issued a Determination of Non- Significance. The City of Renton ERC 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 43.21C.030(2)(c). This decision was made by the ERC under the authority of Section 4-6-6, Renton Municipal Code, after review of a completed environmental checklist and other information, on file with the lead agency. This information is available to the public on request. Appeals of either the environmental determination [RCW 43.21.0075(3), WAC 197-11-680] and/or the land use decision must be filed in writing on or before 5:00 PM April 3, 2000. If no appeals are filed by this date, both actions will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510. If you have any questions or desire clarification of the above, please call me at (425)430-7270. For the Environmental Review Committee, Lesley Nishihira Project Manager nocument2 1055 South Grady Way - Renton, Washington 98055 ®This paper contains 50%recycled material,20%post consumer v9-, CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE ADVISORY NOTES APPLICATION NUMBER: LUA-00-018,SA-A,ECF APPLICANT: Cummins Northwest, Inc. PROJECT NAME: Cummins Northwest Parking Lot Expansion DESCRIPTION OF PROPOSAL: The applicant is requesting Administrative Site Plan Approval and Environmental (SEPA) Review for the expansion of the existing parking area for Cummins Northwest. The new parking area would be located in the southwest corner of the site. The proposal would create 41 additional stalls intended for employee parking. A storm water detention system is also included with the project. LOCATION OF PROPOSAL: 811 SW Grady Way 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. All compact stalls (anything less than 9 feet by 20 feet) must be labeled as compact parking. Plan Review—Water 1. No new buildings are proposed, therefore, no water permit will be required. Plan Review—Drainage 1. The storm drainage plan and temporary erosion/sedimentation control plans need to be designed in accordance with the 1990 KCSWDM as adopted by the City of Renton. 2. Biofiltration will be required if more than 5,000 square feet of new impervious surface installed on the site will be required. 3. Surface water(SDC)fees of$0.129 per square foot of new impervious surface on the site will be required. This will be required prior to the issuance of construction permits for the project. Plan Review—Transportation 1. No net new trips associated with parking lot expansion. No Traffic Mitigation Fee is required. This project is a parking lot addition only(on-site). All street improvements are in place on adjacent roadways. CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE APPLICATION NUMBER: LUA-00-018,SA-A,ECF APPLICANT: Cummins Northwest, Inc. PROJECT NAME: Cummins Northwest Parking Lot Expansion DESCRIPTION OF PROPOSAL: The applicant is requesting Administrative Site Plan Approval and Environmental (SEPA) Review for the expansion of the existing parking area for Cummins Northwest. The new parking area would be located in the southwest corner of the site. The proposal would create 41 additional stalls intended for employee parking. A storm water detention system is also included with the project. LOCATION OF PROPOSAL: 811 SW Grady Way LEAD AGENCY: City of Renton Department of Planning/Building/Public Works Development Planning Section This Determination of Non-Significance is issued under WAC 197-11-340. Because other agencies of jurisdiction may be involved,the lead agency will not act on this proposal for fourteen (14) days. Appeals of either the environmental determination [RCW 43.21.0075(3),WAC 197-11-680] and/or the land use decision must be filed in writing on or before 5:00 PM April 3,2000. If no appeals are filed by this date, both actions will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton,WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510. PUBLICATION DATE: March 20, 2000 DATE OF DECISION: March 14, 2000 SIGNATURES: .9J9 . / ? /y U l Gregg Zir� erma �d i�o/� DATE DDepartm of nnin /Buildin /Public Works p 9 9 4:4k,AomnnSmhuegyerd •min1St or DATE l��4 Services Department ",..,,,,, Lee 'Wier, Fire Chief DATE Renton Fire Department dnssignature 44 CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE ADVISORY NOTES APPLICATION NUMBER: LUA-00-018,SA-A,ECF APPLICANT: Cummins Northwest, Inc. PROJECT NAME: Cummins Northwest Parking Lot Expansion DESCRIPTION OF PROPOSAL: The applicant is requesting Administrative Site Plan Approval and Environmental (SEPA) Review for the expansion of the existing parking area for Cummins Northwest. The new parking area would be located in the southwest corner of the site. The proposal would create 41 additional stalls intended for employee parking. A storm water detention system is also included with the project. LOCATION OF PROPOSAL: 811 SW Grady Way 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. All compact stalls (anything less than 9 feet by 20 feet) must be labeled as compact parking. Plan Review—Water 1. No new buildings are proposed, therefore, no water permit will be required. Plan Review—Drainage 1. The storm drainage plan and temporary erosion/sedimentation control plans need to be designed in accordance with the 1990 KCSWDM as adopted by the City of Renton. 2. Biofiltration will be required if more than 5,000 square feet of new impervious surface installed on the site will be required. 3. Surface water(SDC)fees of$0.129 per square foot of new impervious surface on the site will be required. This will be required prior to the issuance of construction permits for the project. Plan Review—Transportation 1. No net new trips associated with parking lot expansion. No Traffic Mitigation Fee is required. This project is a parking lot addition only(on-site). All street improvements are in place on adjacent roadways. No • ENVIRONMENTAL DETERMINATION POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: CUMMINS NW PARKING LOT ADDITION PROJECT NUMBER: LUA-00-018,SA-A,ECF The applicant Is requesting Administrative Site Plan Approval and Environmental(SEPA)Review for the expansion of the existing parking area for Cummins Northwest.The new parking area would be located In the southwest corner of the site.The proposal would create 41 additional stalls intended for employee parking.A storm wafer detention system is also included with the project.Location:811 SW Grady Way. THE CITY OF RENTON REVIEW COMITTEE (ERC) DETERMINED S THAT THE PROPOSED ACTION DOESNTAL NOT HAVE A SIGNIFICANT ADVER EAIMPACT ON THE ENVIRONMENT. ' Appeals of either the environmental determination IRCW 43.21.0075(3),WAC 19741.680]andlor the land use , decision ril 3, echoes will become final.Appeals must be tiled Inust be filed in welting on or before Owelli gptegelhe rwllh0. r no appeals are the required$75Ao application foe with: Hearing Examiner,City of Renton,1055 South Grady Way,Renton,WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110. Additional Information regarding the appeal process may be obtained from the Renton City Clerk's Office,(425)430.6510. 1 I 1-—ix ' t i { m9 led by this date,both Li Q• i - IOiN ow.. + • l .si.• ..+'"' .^se it 14 a ".,;* lOTN ,'. _ .,,woo• • j ox•l";a t �-1 ,^- °,,.'^-- r Ile 2 ^ 1 . I• dy��r,p I „,,--..}1"'s•�.I lisWw.1 .:,oe..,w 5w. I.,,le viii;�olr.�3, Ix AY • r, - •,', i..d 6M,° I ,1.„,..,it . ::. 0'1 • W01 epee,,, .xT r,r �I,Tq :. GR IU st' , `�� 1.1a Fi,1','.•-" ;•.� r'Q Z i3TN ,- i ' •e. F111• �.°reap r ] I� d.;x 5w•Iigg a• glf�, i _ r I� ri • •_ �Ij6pda,e�,C(' :rf i Dy].,•><Uin • •.�->,nn •:..' THWY: • Sm c t.. II • d , ii S�S' arl8l • IX • t ° ^ Waal'" yy� h r -t-S -- r y"— , I H _ 16TH s Noah+— :n1e;,',,i kj°,::,*101,, d,., 14frt ,n:: i^w 200 Feet m /// .vyry.3.,*pro,r8_1. ,J••tre 1 • 1 _.1—�"'r__ i 5 FOR FURTHER INFORMATION,PLEASE CONTACT THE CITY OF RENTON,DEVELOPMENT SERVICES DIVISION AT(425)430-7200. • DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION I Please Include the project NUMBER when calling for proper file Identification. CERTIFICATION I, AIA•J-'1(e•e- De34 lit , hereby certify that copies of the above document were posted by me in 3 conspicuous places on or nearby the described property on v\A a.v r I , ?0 0 0 • Signed: ____,Q, ,Oddr„--, ATTEST: Subcribed and sworn before me, a Nortary Public, in and for the State of Washington residing in Q 6� , on the ��'n^ day of`�'? �� 4-p r €.'kt KAMCHEFF ,ti s�a�,��'��Y PUBLIC c2'� if ii44,(i_ _ :jl1 g(1:.A1,:iiiEmOisFslIVIoANSHEIgITRZI MARILYN KAMCHEFF JUNE 29,2003 MY APPOINTMENT EXPIRES:6-29-03 AFFIDAVIT OF PUBLICATION Charlotte Ann kassens first duly sworn on oath states that he/she is the Legal Clerk of the SOUTH COUNTY JOURNAL 600 S. Washington Avenue, Kent, Washington 98032 NOTICE OF ENVIRONMENTAL a daily newspaper published seven (7)times a week. Said newspaper is a legal DETERRMINATWION newspaper of general publication and is now and has been for more than six months s ENVIROREN ON,WASHINGTONMITTEE prior to the date of publication, referred to, printed and published in the English language I The Environmental Review Committee continually as a daily newspaper in Kent, King County, Washington. The South County (ERC)has issued a Detwing project of Non- Significance for the following project under Journal has been approved as a legal newspaper by order of the Superior Court of the the authority of the Renton Municipal •�' State of Washington for King County. CUMMINS NW PARKING LOTADDITION The notice in the exact form attached,was published in the South County LUA-00-018;SA-A,ECF Journal (and not in supplemental form)which was regularly distributed to the subscribers Expansion of existing parking area. during the below stated period. The annexed notice, a Locatiori:811 SW Grady Way. Appeals of the environmental determina- tion must be filed in writing on or before Cummins NW Parking Lot Addition 5:00 PM April 3, 2000. If no appeals are filed by this date, the action will become final. Appeals must be filed in writing as published on: 3/20/00 together with the required$75.00 applica tion fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, The full amount of the fee ch.••ed for s.:id foregoing p •lication ' - sum of • 0.25, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal charged to Acct. No. 80510•- Code Section 4-8-110. Additional informa- tion regarding the appeal process may be .> : Legal Number 7331 ..sr obtained from the Renton City Clerk's Office,(425)430-6510. Published in the South County Journal March 20,2000.7331 eg:'Clerk,.. ... .,iiidlif . ..A ..,-- 4._ ..--:: . ....wwir . o� ':• unty Jyi!1 Subscribed and sworn before me on this Z34ay of /I CA. 1 2000 e ovv0 III LI. F P f9,, o� . pow Y o� -, k\:7- 1(L- . S RzO A;1 r.e - -��— ; a Notary Public of the State of Washington ...� Pe.��;ti. � residing in Renton v' ' e' King County, Washington 111e70PllEd 6 i,S.\\. k:°,o NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE RENTON, WASHINGTON The Environmental Review Committee (ERC) has issued a Determination of Non-Significance for the following project under the authority of the Renton Municipal Code. CUMMINS NW PARKING LOT ADDITION LUA-00-018,SA-A,ECF Expansion of existing parking area. Location: 811 SW Grady Way. Appeals of the environmental determination must be filed in writing on or before 5:00 PM April 3, 2000. If no appeals are filed by this date, the action will become final. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton,WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4- 8-110. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510. Publication Date: March 20,2000 Account No. 51067 • dnspub City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL &DEVELOPMENT APPLICATION REVIEW SHEET Reviewing Department: Surface/Wastewater Comments Due:MARCH 7,2000 Application No.: LUA-00-018,SA-A,ECF Date Circulated: February 22,2000 Applicant: Cummins Northwest Project Manager: Lesley Nishihira Project Title: Cummins NW Parking Lot Addition Work Order No: 78648 Location: 811 SW Grady Way Site Area: 15,000 sq. ft. Building Area(gross): 45,827 sq. ft. A. Environmental Impact(e.g.Non-Code) Comments No Comment. B. Policy-Related Comments No. Comment. C. Code-Related Comments Surface Water: The storm drainage plan and temporary erosion/sedimentation control plans need to be designed in accordance with the 1990 K.C.S.W.D.M. as adopted by the City of Renton. Biofiltration will be required if more than 5,000 sq. ft. of new impervious surface installed on the site will be required. Surface water (SDC) fees of$0.129/sq. ft. of new impervious surface installed on the site will be required. Wastewater: The project is parking lot addition only with no new buildings, therefore no sewer permit is required. No(SDC)fees will be required. �`-7-cryr r ‹wr-vilAe4",% Representative Date Signature of Directo o Cummins3 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL &DEVELOPMENT APPLICATION REVIEW SHEET Reviewing Department:Water Comments Due:MARCH 7,2000 Application No.: LUA-00-018,SA-A,ECF Date Circulated: February 22, 2000 Applicant: Cummins Northwest Project Manager: Lesley Nishihira Project Title: Cummins NW Parking Lot Addition Work Order No: 78648 Location: 811 SW Grady Way Site Area: 15,000 sq. ft. Building Area(gross): 45,827 sq. ft. A. Environmental Impact(e.g.Non-Code) Comments No Comment. B. Policy-Related Comments No. Comment. C. Code-Related Comments The project is a parking lot addition only. No new buildings, therefore, no water permit will be required. No SDC fees will be required. 3-7- 00 Signature of Director or Authorized Representative Date Cnmmins4 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL&DEVELOPMENT APPLICATION REVIEW SHEET Reviewing Department:r 772/ ,v, ,I'TiA7au Comments Due:MARCH 7, 2000 Application No.: LUA-00-018,SA-A,ECF Date Circulated: February 22,2000 Applicant: Cummins Northwest Project Manager: Lesley Nishihira Project Title: Cummins NW Parking Lot Addition Work Order No: 78648 Location: 811 SW Grady Way Site Area: 15,000 sq. ft. Building Area(gross): 45,827 sq. ft. A. Environmental Impact(e.g.Non-Code) Comments No Comment. B. Policy-Related Comments No. Comment. C. Code-Related Comments This project is a parking lot addition only (on-site); all street improvements are in place on adjacent roadways. No net new trips associated with parking lot expansion (no trip generation for parking area). No traffic mitigation fees will be required. 3- 7- 00 Signature of Director or uthorized Representative Date Cummins5 City of Renton Department of Planning/Building/Public ks - ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW. SHEET REVIEWING DEPARTMENT: iV Spot-hti COMMENTS DUE: MARCH 7, 2000 ��Z. APPLICATION NO: LUA-00-018,SA-A,ECF DATE CIRCULATED: FEBRUARY3 2000 APPLICANT: Cummins Northwest , PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: Cummins NW Parking Lot Addition WORK ORDER NO: 78648 Cr", OE LOCATION: 811 SW Grady Way -,� —iviOlb SITE AREA: 15,000 sq.ft. BUILDING AREA(gross): 45,827 sq.ft. . FEB SUMMARY OF PROPOSAL:The applicant is requesting Administrative Site Plan Approval and E ppnmenta�SE'tt Review for the expansion of the existing parking area for Cummins Northwest. The proposal wourd-ttpee4Q.4 additional stalls intended for employee parking: The new parking area would be located in the southwest corner of VI Approximately 100 cubic yards of soil will bemoved for the conversion of grass area to pavement. A storm wa ION detention system is also i ncluded with the project. ,Q ' 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 IVo Pal 14.,PzU Zv;P'S a Ssocict7ed (, P(vklac /� PiX,0C/145,00 (17U 1 V/( r J / gemevcclrovi f0, f2 vkilcc/ ave4), AJo Ti'o J j14i719aliiovt f veyr,1iveo • 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 property assess this proposal. ' Signature of Director or Authorized Representative Date Routing Rev.10/93 City ofFw,;aun Department of Planning/Building/Public -ks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET ' REVIEWING DEPARTMENT: f v freuet, l.a-v\ COMMENTS DUE: MARCH 7, 2000 APPLICATION NO: LUA-00-018,SA-A,ECF DATE CIRCULATED: FEBRIJARY ik2000 APPLICANT: Cummins Northwest PROJECT MANAGER: Lesley ILI 44t1r5a U t u W t. 1 PROJECT TITLE: Cummins NW Parking Lot Addition WORK ORDER NO: 78648 itio , LOCATION: 811 SW Grady Way to 2 2 XI SITE AREA: 15,000 sq.ft. BUILDING AREA(gross): 45 827 sq .�. GIP(UFR SUMMARY OF PROPOSAL:The applicant is requesting Administrative Site Plan Approval pnd Envirtin .) ' Review for the expansion of the existing parking area for Cummins Northwest. The proposal stalls intended for employee parking. The new parking area would be located in the southwest corner of the site. Approximately 100 cubic yards of soil will be moved for the conversion of grass area to pavement. A storm water detention system is also included with the project. 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 0 it 0 r ....1;11 / 04 4 1 eW B. POLICY-RELATED COMMENTS /4 , . • C. CODE-RELATED COMMENTS kAf We have rev" wed this application with rticular attention to those areas in which we have expertise and have identified areas of probable impact or areas whe additional info ation is n ed to properly assess this proposal. • . 0.2/o 1 gi/t; f7:0 ' Sign tur f Director or Authorized Re rese tive Date Routing Rev.10/93 I/ City of Renton Department of Planning!Building/Public Wor►cs ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: F S COMMENTS DUE: MARCH 7, 2000 APPLICATION NO: LUA-00-018,SA-A,ECF DATE CIRCULATED: FEBRUARY 11,2000 APPLICANT: Cummins Northwest PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: Cummins NW Parking Lot Addition WORK ORDER NO: 78648 LOCATION: 811 SW Grady Way SITE AREA: 15,000 sq.ft. I BUILDING AREA(gross): 45,827 sq.ft. SUMMARY OF PROPOSAL:The applicant is requesting Administrative Site Plan Approval and Environmental (SEPA) Review for the expansion of the existing parking area for Cummins Northwest. The proposal would create 41 additional stalls intended for employee parking. The new parking area would be located in the southwest corner of the site. Approximately 100 cubic yards of soil will be moved for the conversion of grass area to pavement. A storm water detention system is also included with the project. 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 Ce/Z.e_ r-20 Lz?"2,422-.g4 2. 44- C. CODE-RELATED COMMENTS 71 aYU 7/0 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 dditional information eeded to properly/assess this proposal. o' ' V/ te 300 Si ture of Director or Au/onze Representative Da Routing Rev.10/93 City of Benton Department of Planning/Building/Public vvurks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: I—�t��OVvttLI-JUUtlz P VCOMMENTS DUE: MARCH 7, 2000 APPLICATION NO: LUA-00-018,SA-A,ECF DATE CIRCULATED: FEBRUARY 11,2000 APPLICANT: Cummins Northwest PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: Cummins NW Parking Lot Addition WORK ORDER NO: 78648 c LOCATION: 811 SW Grady Way SITE AREA: 15,000 sq.ft. I BUILDING AREA(gross): 45,827 sq.fF F R 2 2 2000 SUMMARY OF PROPOSAL:The applicant is requesting Administrative Site Plan Approval an j Epp ronmental (SEPA) Review for the expansion of the existing parking area for Cummins Northwest. The proposal v U ',a' ' t itional stalls intended for employee parking. The new parking area would be located in the southw_estmorrteriblitheisitavo App,roximately 100 cubic yards of soil will be moved for the conversion of grass area to pavement. A storm water detention system is also included with the project. 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 N O PO L-t - ( 5 5 u c t' •eff:2_ram—. S f�Zc. P L- ►ry I r'r - 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. ✓ ' 7C41i1/4V0 MA$2 • ._5/7/ °0 Signature of Director or Authorised Representative Date Routing \J - Rev.10/93 City of Re:....: Department of Planning/Building/Public t. ,s O• ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEE REVIEWING DEPARTMENT: rot(ce,. COMMENTS DUE: MARCH 7, 2000 ZL APPLICATION NO: LUA-00-018,SA-A,ECF DATE CIRCULATED: FEBRUARY-44,2000 APPLICANT: Cummins Northwest PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: Cummins NW Parking Lot Addition WORK ORDER NO: 78648 LOCATION: 811 SW Grady Way SITE AREA: 15,000 sq.ft. I BUILDING AREA(gross): 45,827 sq.ft. SUMMARY OF PROPOSAL:The applicant is requesting Administrative Site Plan Approval and Environmental (SEPA) Review for the expansion of the existing parking area for Cummins Northwest. The proposal would create 41 additional stalls intended for employee parking: The new parking area would be located in the southwest corner of the site. Approximately 100 cubic yards of soil will be moved for the conversion of grass area to pavement. A storm water detention system is also included with the project. ' 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 24/ ecs r2, filiIGp C nza-� zrnpa0 ;h ac6 zeiboicea . 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. • • • 2-14-e?) Signature of Director or Atittiorized Representative Date ' Routing Rev.10/93 City of Rc..«n Department of Planning/Building/Public .,;ks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:I.ov4Akal. . SevVtc.-e_a COMMENTS DUE: MARCH 7, 2000 APPLICATION NO: LUA-00-018,SA-A,ECF DATE CIRCULATED: FEBRUARY VI,2000 APPLICANT: Cummins Northwest PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: Cummins NW Parking Lot Addition WORK ORDER NO: 78648 LOCATION: 811 SW Grady Way Girt OF RFNTOm SITE AREA: 15,000 sq.ft. I BUILDING AREA(gross): 45,82 SUMMARY OF PROPOSAL:The applicant is requesting Administrative Site Plan Approval and Environmen (SEPA) Review for the expansion of the existing parking area for Cummins Northwest. The pr sal would create 41 additional stalls intended for employee parking: The new parking area would be located in the s counemflefe Approximately 100 cubic yards of soil will be moved for the conversion of grass area to pavement. A storm wr detention system is also included with the project. 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 Mc- C. CODE-RELATED COMMENTS A/e9/1/c We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where dditional information is needed properly assess this proposal. Si ture of DirectoAuthorized Representative Date Routing VVV • Rev.10/93 • RR ..0 ::I N. P.R P.E R:...::Y::.. ..... .....: .. .. :.:. il ..::::::.::. . t D: .:.::. Q i PROJECT NAME: CUMMINS NORTHWEST PARKING LOT ADDITION APPLICATION NO: LUA • O0 - 0I 6 ) 50 IA i E(.- 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 Lanphere Enterprises of PO Box 4040 Renton WA 98057 334040-4730-04 • WA Inc. Jeffery& Linda Johnson 1406 E. Woodcliff Rd 334040-4785-08 Spokane, WA 99203 Douglas & Claudia Buck PO Box 28, Renton WA 98057 334040-4900-08 • Douglas M. Buck 627 SW 12th St. Renton WA 98055 334040-4805-04 Earline Bala 3121 SE 15th St. Renton, WA 98058 334040-4925-09 Charles Washburn 703 SW 12th St. Renton WA 98055 334040-4915-01 11017 Rainier Ave. S. Seattle WA 98178 334040-49.70-03 Douglas Hill 12033 Renton Ave. S. Seattle WA 98178 334040-4945-05 McLaughlin Properties PO Box 60106, Renton WA 98058 334040-4960-05 Robert Richards 605 N. William Road Flagstaff AZ 86001 334040-5140-05 MSI • .1:109 1st Ave. #500, Seattle WA 98101 334040-6430-02 Stuart Ness, Steven &Susan 01540 SW Corbett Hill Circle 334040-6260-07 McLeod Portland, OR 97219 Shepherd Investing Inc. 919 SW Grady Way, Renton WA 98055 334040-7100-09 Systems Control Inc. 8656 154th Ave. NE, Redmond WA 98052 242304-9025-03 Grady Way II LLC 11525 Lake City Way NE Seattle 98125 242304-9099-04 Johnson-Lieber Inc. 723 SW 10th St., Renton Wa 98055 192305-9087-04 (Attach additional sheets, if necessary) (Continued) NAME ADDRESS ASSESSOR'S PARCEL NUMBER Applicant Certification I, MetztZar IIZt'Onr , hereby certify that the above list(s) of adjacent property (Print Name) owners and their addresses were obtained from: • ❑ City of Renton Technical Services Records III Title Company Records ❑ King County Assessors Records Signed N • Inkr— Date WIV/977 (Applicant) NOTARY ATTESTED: iribed ands ern efore me, a Notary Public, in an or the Stat of Washington residing at,%/ dlfl,� / on the o'.-day of �! , 19Y7. Signed / , (1 (Notary Public) ****For City of Renton Use* • 4. MARILYN 'v�CHEFF CERTIFICATION OF MAILING ®TARY I�IALIC I, sUmb LV. Se 1y , hereby certify that notices of the proposed -41.1.4: , NIMAZ (City Employee) JUNE 29,2003 each listed property owner on Z1y24DU �k...•.� s -ti Signed Si ka_IL- Date: ZI Z4,„ NOTARY A�TT=ST: Subscribed and sworn before me, a Notary Public, in and for the State of Washington residing t .a-.62,.\ on the )(o -ri, day of ^'rY�%,, ,-19 0p-6 Signed L--/-21 (LA t IisREV 07tprop.!dtARILYN KAMCH MY APPOINTMENT EXPIRES:6-29-03 2 • ' (•ti`SY tidy • a 11 ' N`r0 . NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- „ _ _ .SIGNIFICANCE(DNS) 13 IIr DATE: ç:i: ::.: •---9--• ^.,r•+ LAND USE NUMBER: LUA-0D-0IO,SA•A,ECF I Q { - 151 ' �/ w ail APPLICATION NAME: CUMMINS NW PARKING LOT ADDITION f . 5. ' - 'i �RADY4IJ ' `. , er PROJECT DESCRIPTION: The applicant is requesting u minins Mort Site e Plan Approval end Environmental % ,5_. 1� f P (SEPA)Review for the expansion of e p existing parking area for Cummins Northwest. The proposal would meals 41 ' I _ IR^" 9 W 1. I'/3'�� additional oxalis intended 100 for employee parking. The new parking area would he located N me pavement. carver w the '� • • • 9t site.Approximately 100 able yards of sob will be moved for the conversion of grass area to pavement. A storm water "5VL a detention system Ls also Included with the project. +^�� x'.,w^, °rye°°.r°° a ��• A PROJECT LOCATION: 811 SW Grady Way �� c�� I • j2TN • OPTIONAL DETERMINATION OF NONSIGNIFICANCE(DNS):As the Lead Agency,the City of Renton has determined - dyµ Iq ❑ r T t lr•r 3 ' that significant environmental Impacts are unlikely to result from the proposed project.Therefore,as permitted under the .WAY ,,,r t 'le 'y, . r., ,o r 1i! -,• a 5 1 9 RCW 43.21C.110,the City of Renton is using the Optional DNS process to give notice that a DNS Is likely to be issued UY ��r° ! Arms `fie • ,y. 1 n 8. i Comment periods for the project and the proposed DNS are integrated Into a single comment period.There will be no t GRA -r Y/ y- x a•"x° ,,.... .�r'1_, y td''°.. II ° comment period following the Issuance of the Threshold Determination of Nan-Significance(DNS).A 14-day appeal ' °'y° ,:,' 1 JJ-... a Jrc°�'�i. .■ E.I'lb,,,, hh■�1,� -��I�y11r}^Il� is ,..-y., period will follow the Issuance of the DNS. .°T-T }7111iii""7rrr...'I"'LLLrrr�"'WWW,,,,yyy"'�`I •,r+ ,-;66�,1 j i ,.��'~'••r,1 L -J,_` �1,:i • ,SW. ! > n r.,r PERMIT APPLICATION DATE: February 9,2000 or ra!!-----: '-- " I4 W v1, 7,• It s• r NOTICE OF COMPLETE APPLICATION: February 22,2000 1f ,r 'j,1 I l.„I,i MO - ✓„+ Q 0, Environmental(SEPA)Review,Administrative Site Plan Approval n r s Fri 1,J-/i; ii.r �SAm'' '. PenniWReWew Requested: ,xlrls r�. bYl,m .... Other Permits which may be required: Construction Permits „ Requested Studies: Drainage Report - ... ....:Y mot- __ _ y ° _._ tea.; .044 i%,� • ! :H.WY,"�•9C5:...... ...... seIL'ar'e i '-_.._.t 14-4-:.,. =W Location where application may ■9w�1 _-' .. sty- SE{©Q z be reviewed: 1055 ouch Grady y,Works Division,Development Services Department, �cz J' .2Ifr a-, Jrd�� =©_- 1055 South Grady Way,Renton,WA 98055 a• win+°"t_ ,. '`I]!!'! PUBLIC HEARING: WA } }} e • ,o, .=%nr }Q s i• At M6•' a W �iYl7iR 9 ©' y t, L°1UGliv� CONSISTENCY OVERVIEW: — ai °' --t;;---'----t- ��o Land Use: The subject site is designated Medium industrialthCit's Comprehensive the Zoning Map °' y,;"4(�r� i a ' ` iiii'� 3 91� end E ap.oThe Area l o included In on the omail reaA Plan Land {I a ! r s S.VV....• 16TH-'"^ • Use Map.The site is also Included In the Automall Area A Overlay District.The ST - _ r1')-�; -„ i -_-- a ,,,,, c.. ;Y-NORn1 • use of the site by the Cummins Northwest facility is considered a primary I;j 'I^j I,A' r`',^ r;••h•1 :i$ ' permitted use in this location.The proposal is consistent with both the IM and 'rie,tjl 4i L,a {r;rlrQ'r(! • t�'i - i- -y EAV designations. �'.->{ ' >i` %'a i ei`„,_-_5 a,_=i`� 'I^=200 Feet -ul E Environmental Documents that a gL r'GrC I i° �'S.cC.',-/ '`^'--.1(---i-1` -- ' - 9 Evaluate the Proposed Project' N/A Development Regulations Used For Project Mitigation: The Standards,UniformlBuildi g Code,Uniform Fire Code land otherng Code, • Public applicable codes and regulations as appropriate. Proposed Mitigation Measures: The Initial review of the proposal does not reveal any adverse environmental Impacts requiring mitigation above end beyond exisUng code provisions. Comments on the above application must be submitted In writing to Ms.Lesley Nlshihira,Project Manager,Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on March 7,2000. II you have questions about this proposal, made la Ucreanabndofa Manager.Anyone who submits written will automatically become a pp�ofcord and will e orny . decision en this pro)eci ' CONTACT PERSON: LESLEY NISHIHIRA(425)430-7270 'PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION .1 , NOTICE OF PROPOSED ENVIRONMENTAL APPGOATION __ ___. _ CERTIFICATION I, A-nlAv.e-� DA.,6 4 u w , hereb certify that 3 copies of the above document were posted by me in conspicuous places on or nearby the described property on W ey,b 5d.� „ 1b 23 CO . • / . Signed: A l l'EST: Subcribed and sworn be re me, a Nortary Public,in and for the State of - Washington residing ii i , on the I(o`-1,i day of `�Y�,(9.-4.._ ,Q� -2,p6-0 MARILYN Ii�GHEFF . c h- ~ �� Q N®TARS�A PUBLIC STATE®F WASHINGT®N COMMISSION EXPIRES 'e MARILYN KAMCHEFF s JUNE 29,2003 MY APPOINTMENT EXPIRES:6-29-03 f a:rY ♦ .0 NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- SIGNIFICANCE (DNS) DATE: February 22,2000 LAND USE NUMBER: LUA-00-018,SA-A,ECF APPLICATION NAME: CUMMINS NW PARKING LOT ADDITION PROJECT DESCRIPTION: The applicant is requesting Administrative Site Plan Approval and Environmental (SEPA) Review for the expansion of the existing parking area for Cummins Northwest. The proposal would create 41 additional stalls intended for employee parking. The new parking area would be located in the southwest corner of the site. Approximately 100 cubic yards of soil will be moved for the conversion of grass area to pavement. A storm water detention system is also included with the project. PROJECT LOCATION: 811 SW Grady Way OPTIONAL DETERMINATION OF NON-SIGNIFICANCE(DNS): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore,as permitted under the ee RCW 43.21C.110,the City of Renton is using the Optional DNS process to give notice that a DNS is likely to be issued. J / Comment periods for the project and the proposed DNS'are integrated into a single comment period. There will be no (,/ comment period following the issuance of the Threshold Determination of Non-Significance(DNS). A 14-day appeal period will follow the issuance of the DNS. PERMIT APPLICATION DATE: February 9,2000 NOTICE OF COMPLETE APPLICATION: February 22,2000 Permits/Review Requested: Environmental(SEPA)Review,Administrative Site Plan Approval Other Permits which may be required: Construction Permits Requested Studies: 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 Medium Industrial(IM)on the City's Zoning Map and Employment Area—Valley(EAV)on the City's Comprehensive Plan Land Use Map. The site is also included in the Automall Area A Overlay District. The use of the site by the Cummins Northwest facility is considered a primary permitted use in this location. The proposal is consistent with both the IM and • EAV 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: The initial review of the proposal does not reveal any adverse environmental impacts requiring mitigation above and beyond existing code provisions. 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 March 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. 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' . 5 . • • • •• _ :oj� CITY F RENTON j;y:��.:i :,br;..0 a Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator • February 22, 2000 • Mr. Merritt Norton Cummins Northwest, Inc. 811 SW Grady Way Renton, WA 98055 SUBJECT: : Cummins NW Parking Lot Addition Project No. LUA-00-018,SA-A,ECF • Dear Mr. Norton: 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. It is tentatively scheduled for consideration by the Environmental Review Committee on March 14, 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. _ Sincerely, 24-4/1-4) Lesley Nishihir Project Manager eccapIan- 1055 South Grady Way-Renton,Washington 98055 ®This paper contains 50%recycled material,20%post consumer . ::..: : :.:.....:::: ::::.:.......:.:....................:................... .F.R NT :?<::: ;' ��<�?':>.>DUI':;5��;:;> `-..:s:` ..-;:: :;;1;?::::t;;:: ::..:,_____ 2' ` ' a ::::::::::::::.. ,,,,��`` �.A . ;... ..... . ....• .. .�..... .................. ::.......... .......:.:.. Note isIf there:is::more'than one;le al:owner p ease attach an add tonal: • :z:::;:o;:.:..•;;;>eecfi'':owner:: >:`> ``.':``:€>>><>>»><>>> «> >><`: �nat8ized`:ItilfasterApplica.� rt:fc�.. . . . PROJECT OR DEVELOPMENT NAME: NAME: Cummins Northwest Inc. Cummins Northwest Parking Lot Addition PROPERTY/PROJECT ADDRESS(S)/LOCATION: ADDRESS: 811 SW Grady Way 811 SW Grady Way Renton- WA 98055 • CITY: Renton ZIP: 98055 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): 334040 6625 07 TELEPHONE NUMBER: EXISTING LAND USE(S): 425-235-3400 Landscapin g • PROPOSED LAND USES: NAME: Same Cummins Northwest Parking Lot Addition COMPANY(if applicable): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: EAV IM Automall B ADDRESS: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): NA DEVELOF;d1ENT CITY OF RENTON CITY: ZIP: EXISTING ZONING: F E B 0 2000 IM Automall B TELEPHONE NUMBER: RECEIVED PROPOSED ZONING (if applicable): NA • »C C SITE AREA (SQ. FT. OR ACREAGE): NAME: Merritt Norton 15,000 sq. ft. COMPANY (if applicable): PROJECT VALUE: Cummins Northwest .Inc. $40,000 ADDRESS: IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? Same as above No CITY: ZIP: IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY SENSITIVE AREA? TELEPHONE NUMBER: No K .. �`i>%'2y;isz�yi�.'?G/�ips:;?d�?" i?Eii^'•ii:#2R.`:ti:%#)?:<":?:'��««:>E:>: :`•'a•`•>r>: :E:4:: ; .J>: :: .....4ts G '- ..•,1G2 ):,` giaf F:E6'.4�.� �io........................................ »:<::<:;L '. � :>:�ES+C1-, , 1�3)1E::C�F.:. .R ...s... -s, �....................................................... .L.................................... • Blk 38-39 Lot All Hillmans Earlington Gardens #1 FOR VAC Alley Add Lots 1 thru 12 & 15 thru 26 • • • • APpLICATIOV _ANNEXATION $ :.._- SUBDIVISION: _ COMP. PLAN AMENDMENT $ _ REZONE $ LOT LINE ADJUSTMENT $ _ SPECIAL PERMIT .-$ — SHORT PLAT $ _TEMPORARY PERMIT $ _TENTATIVE PLAT $ _CONDITIONAL USE PERMIT $ _ PRELIMINARY PLAT $ 1. 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 Charge X ENVIRONMENTAL REVIEW $ REVISION $ .........................................................................................:::.::::::::.t�,��tDAVITii�:F:>°QV�I'IV�R ...:...:..................................................... ....................................... I, (Print Name)'bOd14L-0 e • ( Q , declare that I am (please check one)_the owner of the property involved in this application, authorized representative to act for the property owner (please attach proof of authorization), and that the foregoing statements and answers herein contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and belief. ATTEST: Subscri ed nd s orn to before me,a Notary Public,in and .bO LO E. "AL) f r t State of siding at • (Name of Owner/Representative) i sQ• , on the 7 day of de---t' W/(------- -• . (Signature of Ow er/rS Representative) ignature of Notary Public) is:}':�::::::�::::::::;,:;i:;:`r;.;,;i:iri+y:::::::':::?:y::::iii::::::i'::::::i:::::::::{:>�:�;:;i.::>?.��'":�{:t::t{'••:>�v�.::::>:::ii iiiii;.+i,,,;,is},..},�:.;:.: i:':;:.:iiiij;::r::�':f�:vt::'�'::isi::::::.:':.:::::.::.::..:.:::::..}':.ri`:•iiiii::.:::�ii`•;ii::i::j::hii::v::.:•:}::::...:..:..pii:^'i:':i}:.:ii:}::}'iiiiiiiiii}i: :;::<::flyMe....Skki....SA..H..:..SHPL.;A..::..SHP.Y.o.....:.#'::.::SM..,... . . ,..IN........ . .. :...... g4:.4 MASTERAP.DOC REVISED 8/97 Project Narrative: Name: Cummins Northwest Parking Lot Expansion Size of .37 acres 16,393 Sq.Ft. Expansion: Address: 811 SW Grady Way,Renton WA Southwest corner of site Zoning: IM Automall B/Adjacent IM Automall B Current Use: Grass landscaped area Site Features: Level site adjacent to Interstate 405 Soil Type/ Topsoil, level area drains to I-405 right of way Drainage: See (Drainage report) Scope: Expand existing 2.7 acre parking lot by .36 acres or 16,393 Sq. Ft. (43 additional parking spaces) Off Site None Improvements: ''Op ✓Tickr Total Estimated $60,000 - 6 Construction Costs: ���r� /ramFill or Excavation: None �A Tree Removal: 11 poplar tress and two evergreen trees CONSTRUCTION MITIGATION DESCRIPTION Proposed Construction Begin 30 days after approval Dates: End 30 days after start day Hours: Monday to Saturday, 8:00 am—5:00 pm Proposed Hauling Routes: N.A. Traffic Control: All traffic will access site through Cummins Northwest property Note: The construction is not expected to generate significant noise, dust, or traffic impacts. Best management practices will be implemented to minimize any noxious characteristics during construction. Of.;.1�yy7 CB yGFF;E�vTG;�9 F= ; 0 r • 2 ,,0 V� �o 811 S.W. Grady Way(98055) Cumm�n, P.O. Box 9811 Northwest Inc. Renton,WA 98057-3000 (425)235-3400, FAX 235-8202 February 8, 2000 Ms. Laureen Nicolay POp�F�ON `1".i1C; Assistant Planner ®® " O9 Development Services Division 0 City of Renton Dear Ms. Nicolay: Please use this letter as authorization that Donald E. Pugh is President of Cummins Northwest, Inc., a Washington Corporation. Mr. Pugh is authorized to sign any or all documents pertaining to the corporation. Sincerely, Erlene R. Courtney Notary Public State of Washington County of King Rli -L- Date.ding in Bellevue, Washington • Signature OFFICIAL SEAL ERLENE R.COURTNEY Notary Public—Stata of illeft My Commission Expires T•20-00 Onon Anchorage,AK Eugene,OR Portland,OR Spokane,WA Tacoma,WA `.1 Missoula,MT Medford,OR Chehalis,WA !■� Bend,OR Pendleton,OR Seattle,WA Yakima,WA A. • PURPOSE OF CHECKLIST: The State Environmental Policy Act (SEPA), Chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An Environmental Impact Statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the • quality of the environment: The purpose of this checklist is to provide information to help you and the agency identify impacts from your,proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. INSTRUCTIONS FOR APPLICANTS: • This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or"does not apply". Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such •as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information.that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to • explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. • USE OF CHECKLIST FOR NONPROJECT PROPOSALS: Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For nonproject actions (actions involving decisions on policies, plans and programs), the_:references in the checklist to the words "project," "applicant," and "property_,or site", should;be.read as "proposal," "proposer," and "affected geographic area," respectively. ' _ • • , •• } t R Environmental Checklist A. BACKGROUND 1. Name of proposed project, if applicable: Cummins Northwest Parking Lot Addition 2. Name of applicant: Merritt Norton .- Cummins Northwest Branch Manager 3. Address and phone number of applicant and contact person: 425-235-3400 4. Date checklist prepared: 1/15/2000 • 5. Agency requesting checklist: Renton City 6. Proposed timing or schedule (including phasing, if applicable): 90 days 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. NA 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. None • 10. List any governmental approvals or permits that will be needed for your proposal, if known. None 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. Parking lot addition': 124' x 123' 43 stalls •36 acres 15,252 sq. ft. 2 J i Environmental Checklist 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range if known. If a proposal would occur over a range of area,.provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (circle one); rolling, hilly, steep slopes, mountainous, other - b. What is the steepest slope on the site (approximate percent slope?) All flat 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. Topsoil d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No e. Describe the purpose, type, and approximate quantities of any filling or grading 0 proposed. Indicate source of fill. Na Import or'export' o.f soils is proposed. Approximately 100 cubic yards of soilr.wll be moved and redistributed. f. Could erosion occur as a result of clearing, construction, or use? If so., generally describe. - - _- - - _The possibility of erosion is present, however the site is level and through the employment of best management practices, erosion will be minimized. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? 80%. This represents an increase of 8% from existing 72% coverage h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: None 3 - � v Environmental Checklist 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. Not known. / Not expected to be significant b. Are there any off-site sources of emission or odor that may affect your proposal? If so, generally describe. No c. Proposed measures toireduce or control emissions or other impacts to air, if any: •None " ' 3. WATER a. Surface Water: 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, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. No 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. • None 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. No • Environmental Checklist b. Ground Water: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No 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 houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. No 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._ Storm water will be collected into a storm water detention facility and discharged at pre-developed rate .to existing downstream drainage system. 2) Could'waste material enter ground or surface waters? If so, generally describe. No d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: Storm drain 4. PLANTS a. Check or circle types of vegetation found on the site: X deciduous tree: alder, maple, aspen, other x evergreen tree: fir, cedar, pine, other X shrubs X grass pasture crop or grain wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other water plants:water lily, eel grass, milfoil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? Grass, poplar trees c. List threatened or endangered species known to be on or near the site. None d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Landscape/vegetation buffer will be left around 50% of site 5 - 1 V Environmental Checklist ' 5. ANIMALS a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: Birds: hawk, heron, eagle,:songbirdso other Mammals:deer, bear, elk, beaver, other Fish: bass, salmon,trout, herring, shellfish, other b. List any threatened or endangered species known to be on or near the site. None c. Is the site part of a migration route? If so, explain No d. Proposed measures to preserve or enhance wildlife, if any: Landscape vegetation buffer of approx. 30 ft. will be left along south: side of site. Buffer of 4 6i.12':ft. will be left along west side 6. ENERGY AND NATURAL RESOURCES of site. a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be. used for heating, manufacturing, etc. NA b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. NA 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: NA • 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? If so, describe. No 1) Describe special emergency services that might be required. None 2) Proposed measures to reduce or control environmental health hazards, if any: None 6 Environmental Checklist 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 and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Short term: 5-7 days_, excavation; ; 5-7 days paving (during business hours) Long term: 30 days. . .total .construction time estimated less than 30 days 3) Proposed measures to reduce or control noise impacts, if any: Limit construction to 8-5 pm 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? Landscaping/Adjacent to another parking area • b. Has the site been used for agriculture? If so, describe. No c. Describe any structures on the site. None d. Will any structures be demolished? If so,what? No e. What is the current zoning classification of the site? IM Auto—Mall B f. What is the current comprehensive plan designation of the site? EAV — Auto—Mall . g. If applicable,what is the current shoreline master program designation of the site? NA h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. None Approximately how many people would reside or work in the completed project? • NA 7 111P Environmental Checklist j. Approximately how many people would the completed project displace? NA k. Proposed measures to avoid or reduce displacement impacts, if any: NA I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: NA• 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. NA b. Approximately_how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. NA • c. Proposed measures to reduce or control housing impacts, if any: NA 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. NA b. What views in the immediate vicinity would be altered or obstructed? NA c. Proposed measures to reduce or control aesthetic impacts, if any: Landscaping — Vegetation buffer areas 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? None b. Could light or glare from the finished project be a safety hazard or interfere with views? NA 8 . o • Environmental Checklist c. What existing off-site sources of light or glare may affect your proposal? None d. Proposed measures to reduce or control light and glare impacts, if any: None 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? NA b. Would the proposed project displace any existing recreational uses? If so, describe. NA c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: NA • 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? If so, generally describe. No b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. NA c. Proposed measures to reduce or control impacts, if any: NA • 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. See site plane b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes — 200 ft. c. How many parking spaces would the completed project have? How many would the project eliminate? 43/none 9 0 11, . Environmental Checklist • • 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. NA f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. No additional g. Proposed measures to reduce or control transportation impacts, if any: NA 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. No b. Proposed measures to reduce or control direct impacts on public services, if any. NA 16. UTILITIES a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service,telephone, sanitary sewer, septic system, other. , NA 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. NA C. SIGNATURE I, the undersigned, state that to the best of my knowledge the above information is true and complete. It is understood that the lead agency may withdraw any declaration of non- significance that it might issue in reliance upon this checklist should there be any willful misrepresentation or willful lack of full disclosure on my part. Proponent: ��V mrni�� tva0m' r yk1-- Name Printed: mezgAT Klo Z Of Date: 2./1 //�n 10 • 4111, Environmental Checklist D. SUPPLEMENTAL SHEETS FOR NONPROJECT ACTIONS ......:..::::.:....:..:... ........:.......:...:... c1>#` r� .ii r s �tw Ivin ... a i46,0Hi bii3.4`4. 10.0 51:41>;60ii,'.>:�: :.>ies�;sfe:�ts<s3oul�.�un. ::.:.....:......................:. ................ .................. ...�i...G..................11........It...t..............rtS.:....rrd r <::>< :: o. otineed:taifill:::out:>theso heefs::.for: :ro eot echoes:::::>> ::::<>>:::>::><>:>:`;.>.><>:::<:::»>: n �prog erns:€;.Xo. .c1 ..rt . . .. p 1 ).....,.................... .................................. Because these questions are very general, it may be helpful to read them in conjunction with the list of the elements of the environment. When answering these questions, be aware of the extent the proposal, or the types of activities likely to result from the proposal, would affect the item at a greater intensity or at a faster rate than if the proposal were not implemented. Respond briefly and in general terms. • 1. How would the proposal be likely to increase discharge to water; emissions to air; production, • storage, or release of toxic or hazardous substances; or production of noise? - Proposed measures to avoid or reduce such increases are: • 2. How would the proposal be likely to affect plants, animals, fish, or marine life? Proposed measures to protect or conserve plants, animals, fish, or marine life are: • 3. How would the proposal be likely to deplete energy or natural resources? • • Proposed measures to protect or conserve energy and natural resources are: . - 4. How would the proposal. be likely to use or affect environmentally sensitive areas or areas designated (or eligible:or under study) for governmental protection; such as parks, wilderness, wild and scenic rivers,•threatened or endangered species habitat, historic or cultural sites, wetlands, flood plains, or prime farmlands? • Proposed measures to protect such resources or to avoid or reduce impacts are: 5. How would,the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land or shoreline uses incompatible with existing plans? • • Proposed measures to avoid or reduce shoreline and land use impacts are: • 11 1110 • Environmental Checklist - 6. How would the proposal be likely to'increase demands on transportation or public services and utilities? Proposed measures to reduce or respond to such demand(s) are: 7. Identify, if possible, whether the proposal may conflict with local, state, or federal laws or requirements for the protection of the environment. • SIGNATURE I, the undersigned, state that to the best of my knowledge the above information is true and complete. It is understood that the lead agency may withdraw any declaration of non- significance that it might issue in reliance upon this checklist should there.be any willful misrepresentation or willful lack of full disclosure on my.part. ,Proponent: Name Printed: Date: ENVCHLST.DOC REVISED 6/98 • 12• EVELOPMENT SERVICES DIVISION.` • WAIVER OF SArlITTAL REQUIREMENTS FOR LAND USE APPLICATIONS ::MOpIFIED.. U . E .............::: Calculations, Survey, Drainage Report 2 Elevations;' r �'• ...:.............................................:SAND a. :.......:..:.:...:�::::.:.�:...... �:. �j Elevations, Grading 2 ven ......................................................::::::::::: Existing Easements (Recorded Copy) 4 l d ai Floor Plans 3 AND 4 • (/if• Geo c a .' �:2 Grading Plan, Conceptual 2 din n Detaile ��'`` King County Assessor's Map Indicating Site 4 Legal Description 4 L st of ound Mailing Labels for Property Owners 4 Ma :;of::Ezisfiri....S"te:.Conditro s.a :::::: .;::>::;;«;:::::. »<::::»:: ::<;;;:::::;::::;.;;::....: >-.. ..........................................................:..:..:. Master Application Form 4 Monument.Cards' one e o Parking, Lot Coverage & Landscaping Analysis 4 I n edu ' nsP ' ....................:........................... Postage 4 Pu 01 is:WO rks Approval.Letter 2 .......................................... ............ Title Report or Plat Certificate 4 T. 6 ra h ;M ontours 3 P..9 . P Y P ( V Traffic Study 2 e 6S• TreeCu ttin /Ve9ti eta i r9on•C ea n PIana 9 Utilities Plan, Generalized 2 • Wetlands:Deline`>:.:.:::: .• •anon: Wetlands Planting Plan 4 C/") or C v ase z Wetld:.. :::.:.;:.::':..::.:::::::.: ' :....';..... .. .:.:.;: '.:;>: >':.;..::.:;.:.:... ::.;:.;; ;;:.:::.:" ;•::.;:.;;:;.; :.;.;:;:.;:::::.;>:.;:.:.:•:.:;..:;.::::;;:::'«;'.::>«>;::;:>::,:; :'::;::::_:: an s.StudY4: • This requirement may be waived by: . . 1. Property Services Section _ PROJECT NAME: Cu/nm/'7S ala 1taeSf • 2. *Public Works Plan Review.Section - = • _ • . - 3: Building Section - - •• .- DATE: 9'/gyp '' •_ 4..4.. Development Planning Section • h:\divisions\develop.serldev.plan.inglwaiver.xis i lb • • - .,1\ITON FIRE DEf F. N BUREA( AUG 2 6 1999 MEMORANDUM =stb �;EivED DATE: 8 E6 (97 TO: Construction Services, Fire Prevention, Plan, Review, Project Planner . FROM: Jana Hanson, Development Services Division Director . • SUBJECT: New Preliminary Application:lication: C OM M i l'i K1 PAri), KI E I LOCATION: el ( 1 SA) GRAD -( VJ A -C • PREAPP NO. ct9 - i • A meeting with the applicant has been scheduled for k0-0O A V) , Thursday, SC�!''T �r\BC-R kp-, in one of the 691 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 N NOW at least two (2) days before the meeting. Thank you. ' • c �- /00 cA CV-sr a 41 Fv/a7/7 Svc aL kA);Zr Q I i i 5 iNdtisc, App.Fee, — 1zeo ' - Preapp2 - . _ ' _ _ E I.,„ � • crry OF RENTON • • • a f l: YE,T AUG 2 isa lO g c�UILC71r1�G OfVfS � MEMORANDUM • DATE: 8(26 (97 TO: Construction Services, Fire Prevention, Plan, Review, Project Planner • FROM: Jana Hanson, Development Services Division Director • SUBJECT: New Preliminary Application: c vM M t tJS cR K(Id LOCATION: - ' GiR AD `( w 4 ( PREAPP NO. 4119 " • A meeting with the applicant hags been scheduled for 10=0O AO , Thursday, • SE. 'T 1netR Ila-, 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 LAPIN IOW at least two (2) days before the meeting. Thank you. ' 4V d e e/P 7rn' .Preapp2 ;1 . lb • • RECEIVED . AUG 2 6 1999 ECONOMIC DEVELOPMNEIGHBORHOENT, AND STRATEGIC GIIC PLANNING MEMORANDUM . DATE: 8 f 2Fj (79 TO: Long Range Planning FROM: Jana Hanson, Development Services Division Director rY PP New Preliminary Application: CUM M N k1 PA R� O G SUBJECT: LOCATION: STD S J GR6D -C wA\-C PREAPP NO. 9l-go Please review the attached preliminary project plans for consistency with applicable Comprehensive Plan Policies. • Please submit our written comments to _ Nk COLarno later than E..A'"( M E� ILA . Thank you. We will not be able to include comments received after this date in the presentation/summary we prepare for the applicant. • i HE. 5 1 i E i S D 1 C-.N A 7e,r0 Er\e LOW- (cav r — V i Z...L el-1r' I YV 1T I-1 C: G0MPa2ck k1z'yvSi( L` PUs7�1 ., /"'Y7 0P31G.r0 1"7E0 AN2e-m 63 c3F -THE A U zorlPi-LL-• 1w1620..0vt9'te -r t::'15-cg-1c-C o.v 1-1-1G Zo." 1rye- rl/M. -111-z AvZeriALL 0L5-S)4..Ni--r,ur,/ • .51-10uLo Nur AFr:UZI Trici (21z0P(35i2 , 5Ncc i EXISTInIC, u,tr IS rvc-r at...'LrZ—lcn Za P,oro 6/i'u53. . No eoi-kc✓ I ssuc:'3 . fig-5-riekrGS4.IC eLlt7uN1Arc_ • PPP _ - _ r�pp/Lunt 6r- . __. . `•,, O • PREAPPLICATION COMMENTS CUMMINS NW PARKING LOT EXPANSION 811 SW GRADY WAY September 15, 1999 • The applicant, Cummins Northwest, has proposed to expand the existing parking lot of their existing facility. The new parkin g area would add 43 more stalls to the existing 85 car stalls already on-site. General: .We have completed a preliminary review of the pre-application materials for the above-referenced development proposal. The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant and the Codes in effect on the date of • review: The applicant is cautioned that review comments may need to be revised based on site planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the.. 44t Renton Municipal Code. The Development Regulations are available for purchase for $50.00, plus tax, from the Finance Division on the first floor of City Hall. • Zoning: The site is located in the Industrial Medium Zone with an "Automall Area B Overlay". The business is a permitted use in the zone whereat 's.located. Permits Required: Since the new parking area will contain more than 20 cars and because the site is located within the Valley Planning Area, Environmental Review _ • and Administrative Site P are required. An administrative parking modification will also be required to provide more parking than the current code • permits. All of these land use permits can be reviewed concurrently in an estimated time frame of 8 weeks, assuming no appeals are filed. The attached application package provides a list of the necessary submittal requirements. The land use application fee is either $1,500.00 (if the project value is over $100,000) or $1,200.00 (if the project value is $100,000 or less). Postage costs of thirty three cents per mailing label will also be required. A building permit (and associated • plumbing permit) will also be required. At the applicant's option, the building permit may be submitted simultaneously with the'environmental/site plan application. The processing time for a building permit for a parking lot is approximately 4 weeks. Number of Parking Spaces: Parking requirements for the Cummins Northwest use are determined by breaking down the building square footage by use and then calculating the total of all the individual uses to determine the overall number of • stalls required. For example: 3 to 4.5 parking stalls are required per 1,000 square . . feet of office floor area; Research/testing/shops require 1 space per 1,000 square feet; indoor storage areas require 1 space for each 1,500 square feet of floor area; service areas require 1 space for each 400 square feet; and uncovered outdoor storage areas require 1 space per 2,000 square feet. Areas such as restrooms, hallways, mechanical rooms, and wall thickness are not counted toward the total floor area for the purposes of calculating required parking. Page 1 of 3 dis . v The site plan indicates i otal building square footage of appr imately 45,827 • square feet. Of this, approximately 852 square feet (restrooms) must be deducted . for the purposes of determining parking requirements. Of the'remaining 44,975 . square feet, based upon information provided by the applicant and the above . required rations, the breakdown is as follows: • Square Footage Ratio Required by Code # of Req'd Spaces ild(9^ Office: 8,877 3-4.5/1,000 •27 to 40 �,(,� Warehouse: 13,803 1/1,500 9 �' Shop Area: 8,079 1/1,000 8 Service Area: 14,217 1/400 36 Uncovered storage: 12,240 1/2,000 6 • Total number of spaces required by Code: 86 to 99 spaces. Total proposed: 128. • The site plan should include a legend similar to the above breakaown that contains information regarding the required and proposed parking based upon the square footages dedicated to each use. : Currently, there are 85 car parking spaces on site. With the 43 additional spaces proposed by the applicant, the total number of on-site spaces will be 128 (in addition to the 36 existing bus, tractor, and trailer parking spaces). If this is the total number of spaces approved, approximately 5 of these will need to be accessible parking spaces as required pursuant to RMC 4-4-080F8e. Since the applicant's parking falls 29 spaces outside of the code's permissible range of spaces, an administrative parking code modification would need to be approved in order to obtain approval of the Site Plan. The decision criteria for approving a modification request are listed in RMC Section 4-9-250D. There is no fee for this type of modification request but it does need to be requested in the applicant's project narrative at the time of Environmental/Site Plan application. Stall Sizes/Compact Spaces: The standard stall size permitted within the City is 9' by 20' with 24 feet of backout room. Compact stalls may be as small as 8.5' by 16'. Of the total spaces required, 30% of these may be compact. The applicant's compact parking is well within the 30% allowed by code. RMC Section 4-4-080F8c • explains provisions that may also permit a reduced stall length as proposed by the applicant. This Section states: "The Planning/Building/Public Works Department may permit the parking stall length to be•reduced by two feet (2'), provided there is sufficient area to safely allow the overhang of a vehicle and that the area of vehicle overhang does not intrude into required landscaping areas". While the applicant seems to be proposing a reduced stall length, the preliminary plan does not provide an analysis of or clarify on the site plan that the proposed overhang area is in addition to the required 5% interior parking lot landscaping and in addition to the required 2% for wildlife habitat landscaping. This information will need to be clarified prior to the formal application submittal. Page 2 of.3- - U • CITY OF RENTON • MEMORANDUM DATE: September 13, 1999 TO: Lau een Ntcolay� FROM: Paul Lumbert SUBJECT: Cummins N.W. Parking Lot—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 an existing 12" main located in Raymond Ave. SW. The project is parking lot addition only with no buildings, therefore, no sewer permit required. No (SDC) fees will be required. Water: The site is served by water mains as follows: 1) 12" located in Raymond Ave SW 2) 12" located in SW Grady Way. The project is parking lot addition only with no buildings. .Therefore, no water permit required. No (SDC)fees will be required. - 0 . 0 September 13, 1999 " Page 2 • • Surface Water(Storm Drainage): • The site is served by an existing storm line located in Raymond Ave SW. The storm . . drainage plan and temporary erosion/sedimentation control plans need to be designed in accordance with the 1990 K.C.S.W.D.M. as adopted by the City of Renton. Biofiltration will be required if more than 5,000 sq. ft. of new impervious surface subject to vehicular use is being installed on the site by the project. Surface water (SDC) fees of 0.i 9 . ft. of new impervious surface installed on the site will be required. . Street Improvements: 1\i/A 2s p. -Pay L. • he ' ha istin re improv en in on the t fronta e. Tr ffic mi igation ee of rip genera I be required. General: 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 first $100,000 is. at 5% of the cost of the construction, the second from $100,000 to $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 street -improvement construction review. The remainder shall,be paid when the permits are issued. H:In:cummins S Tn2cyl vj rF-R R-oN 5 rRa t�� 4111 Ali. 111. Washington Title - Property Information Parcel ID: 334040 6625 07 \N\ Total : $2,435, 600 Owner CUMMINS NORTHWEST ) Land : $1, 310, 700 CoOwne' / Struct : $1, 124, 900 Site Addr: 811 SW GRADY WAY RENTON 98055 oImprvd: 46 Mail Addr: 811 SW GRADY-WAY RENTON WA 98055 Levy Cd: 2110 Sale Date : 04/03/91 Doc # : 889 1999Tax: . $32, 694 .53 SalePrice : $2 , 810, 000 FULL Deed :WARRANTY Phone : 425-235-3400 Loan Amt . : $2, 107, 50000NVENTION EVERGREEN STATE Vol : 17 Pg: 74 Use Code : 504 IND,WAREHOUSE, 25K TO 50K SQFT MapGrid: 656 A4 Zoning : IM NbrhdCd: 420000 Prop Desc : CUMMINS NORTHWEST DIESEL -- CENSUS -- Legal : BLK 38-39 LOT ALL HILLMANS Tract : 259 . 00 : EARLINGTON GARDENS #1 POR VAC Block : 1 : ALLEY ADJ LOTS 1 THRU 12 & 15 THRU QSTR : NE-24-23-04 WTC Property Profile - King County Bedrooms : 1st Floor SqFt : Year Built : 1975 Bath Full : 2nd Floor SqFt : Eff Year . Bath 3/4 : Half Floor SqFt : Bldg Matl : MASONRY Bath 1/2 : AboveGrnd SqFt : Bldg Cond : Other Rms : Bsmnt Finished : Bldg Grade : AVG Dining Rm: Bsmnt Total SF : Interior . Fireplace: Building SqFt : 44, 000 Wall Matl : Appliance : Lease SqFt : 44, 000 Insulation: Deck Deck SqFt HeatSource: Laundry Carport SqFt Heat Type : SUS HTR Porch Garage Type Air Method: Pool Attached Grg SF: EletricSvc : Spa Detached Grg SF: Wtr Source: Sauna Bsmnt ParkingSF: Sewer Type: Stories : 1 Basement Type Purpose . Units Basement Grade : Nuisance . LAND INFORMATION OTHER INFORMATION St Access :STD Lot SqFt :201, 640 St Surface : Soundproof : Beach Acc : Lot Acres :4 . 62 Tennis Storage • WtrFront : Lot Shape:CORNER LOT Elevator :NO Curb/Gutter: WtrFntLoc: Tde/Upind: Sprinklers : Sidewalk . WtrFrntFT: Topogrphy:LEVEL Security St Light . GroundCvr: TopoProbd: VIEW INFORMATION SALES HISTORY Mountain Puget Sound: Previous Sale: Lake/River: City / Terr: Previous Date: Lk Wa/Samm: Seller: The Information Provided Is Deemed Reliable, But Is Not Guaranteed. lb v a • (rausyers j id CornPatty ofWashingtoi,7uc; •' • •' ' .. ' .. . .. THIS SPACE PROVIDED FOR RECORDER'S USE' i •a72n 200t1)$treei.5.�1{� 2428 One'Union Square 1230 S 3361h$lrlfl 1 Lynww/ood.'J 1198036 SCalat.111i 98101 ffderal'11•by,'Wa 98003 i (206)771-3031 (206)682-6006 (206)874-5115 (206)527.1432 Yax(206)652-3605 (206)927-8726 • . i FILED FOR RECORD AT REQUEST OF And : :, • KING COUNTY 91/04/03 #0869:1R (EXCISE TAX PAID RECD F 7.00 j MIEN RECORDED RETURN TO APR 8-1991 RECFEE 2.00 • CASHSL .l**,9.00 :J ,;,,,,,. Cummins Northwest, Inc. •1- ,7 Attention: Mr. Don Pugh [ 2 ! A0.7n1sc 811 S.W. Grady Way j P.O. Box 9811 •• :1 CtI1.SIa1•:.Zm Bunton, Washington 98057-3000 .,• •• �. Statutory Warranty Deed _ THE GRANTOR Landsing Pacific Fund, a Delaware corporation, which-acquired title as Landsing Institutional Properties Trust-VI, a California Business Trust - r t --- forandincaneiderationof $10.00 and other good and valuable consideration 1 .1 inlmndpaid,conveysandwarrantato Cummins Northwest, Inc., a Washington corporation the following described real estate,situated in the County of King .State of Washington: All of blocks 38 and 39, C.D. Hillman's Earlington Gardens Addition to the City of Seattle, Division No. 1, according to the plat recorded in volume 17 of plats, page 74, in King County, Washington; ; Except that portion of block 38 conveyed to the State of Washington for state highway '' ' by deed recorded under Recording No. 5525661; Cr CC ccD Together with all that portion of the east half of vacated Thomas Avenue Southwest O (formerly 83rd Avenue South) lying between the southerly margin of Southwest Grady Way 0 (formerly Grady Way-Renton Junction Way) and the northerly margin of PSH No.1-RE i © (FAI 1I405); and • Q 7 Together with all that portion of vacated Southwest 12th Street (formerly South 150th Place) lying between the easterly margin of Thomas Avenue Southwest (formerly 83rd Avenue South) and the westerly margin of Raymond Avenue Southwest (formerly 84th Avenue South); and Together with all those portions of the vacated alleys in saidttilocks 38 and 39 r u4 ying between said Thomas Avenue Southwest and said Raymond Avenue Southwest. . g t ubject to those items listed on Exhibit A attached hereto and by this reference made a part hereof. ted March A9 ,1991 as 1= La nPacific:1 d tilf3`��I By: ' �''""`''�•� ' F., �1 Titi : CHIEF OPERA OF•F1cER cu as . a , INDIt7I)1",\I.ACKNOWLEDGEMENT f FORM: REPRESENTATIVE ACKN/)sl'I.EDGE11E:\7'FOItM: State of Wa.hingG,a ' ,tale ur iY191d011Rao17 California ' • is 1 ss. 1•,.lest•ar .. I County of San..lACW1 I I certify that 1 know or have satisfactory evidence ilia! I certify that I know or Mite satisfactory evidence that t 8.,..MArk...l'lyman.. signed this instrument 1 on oath stated that the she;was authorized to execute the instrument signed ibis instrument and acknowledged it to be this hen • free soil voluntary act for the uses and purposes mentioned and acknowledged it as the„•Ghi.t:f...Opgrat?.1!a..Q,f f Agr.......... i In the instrument. Dated ai...Landsinqq..P.acifi.c..Fund to be the free and voluntary net of such party for the uses and purposes mentioned in the iaclrument•h /4(Daea ..IMach.Z9, 199.1 • Notary Public fo, •e OFSEAL CLI CJdr'- site 1 t 'I appunlnnent• .� J(YWTKNB......... Nolan; bile ththeState of}1" tvx CaTiforma ' •- ` man�P f M•e appointmt trt expires.Qµ Wit:,../gze • e. , l.•5lVAl.I.aa 1.1' •1 11 "'�' Mr Corn EJP JaM'2E•.-... . 6 ;, 'f. .: , C . r*? - .. . o., L:;.. . • 25.X,i 0 "Ili 111 EXHIBIT A j TO • STATUTORY WARRANTY DEED 1. Right of the Seattle Electric Company to divert, appropriate and remove the water running in ditch or ditches over which said addition is located, as granted by instrument recorded under Auditor's File No. 624312. y2. Relinquishment of Right of Access to state highway and of 0 light, view and air, under terms of Deed to the State of Washington, recorded May 22, 1962, as Auditor's No. 5525661. 3. Easement to construct, repair, replace, service and maintain water lines, sanitary sewer line, and storm sewer lines and any other public utilities and services, in favor of the City of Renton, a municipal corporation of the State of Washington, recorded October 8, 1969, Auditor's No. 6574300. I Affects that portion of said premises described as follows: 11 The southerly 30 feet of block 38 abutting P.S.H. #1-RE (SR #405); also ' The southerly 30 feet of 83rd Avenue So. lying northerly of PSH #1-RE (SR #405), and other lands. II 4. An Easement for one or more electric transmission and/or Q� distribution lines in favor of Puget Sound Power & Light Company, a Washington corporation, recorded October 8, 1969, 9 • EBBAuditor's • No. 6574300. Affects that portion of said O premises described as follows: The southerly 30 feet of block 38 abutting P.S.H. #1-RE, (SR y C . #405); also A The southerly 30 feet of 83rd Avenue So. lying northerly of f i �7 PSH #1-RE (SR #405), and other lands. ;;, i; 5. Covenants, Conditions and Restrictions contained in instrument recorded September 9, 1970, Auditor's No. 6691361, executed by M.W. Lotto and Marjorie Lotto, his wife, and William J. O'Neill and Viola O'Neill, his wife. £The forementioned restrictive covenants recite that they supersede the prior agreement recorded in Auditor's t Receiving No. 6649440, which superseded prior agreement recorded under Auditor's File No. 6630068. t 6. An Easement for three (3) guy wires and one (1) anchor in favor of Puget Sound Power & Light Company, a Washington corporation, recorded February 18, 1975, Auditor's No. 7502180398. Affects that portion of said premises described as follows: t i Beginning at the northeast corner of lot 1, said block 38; i ' 1111 0 11111 Thence north along the extension of the east line of said lot 1 a distance of five (5) feet; Thence southwesterly parallel to the north line of said lot 1 a distance of five (5) feet; Thence south and at right angles to the north line • of said lot 1 a distance of five (5) feet; thence northeasterly along the north line of said lot 1 five (5) feet to the point of beginning. 7. Agreement and conveyance re: water mains and appurtenances entered into March 26, 1976 by and between the City of • Renton, a municipal corporation and John Durbin, general partner, dba John Durbin & Assoc., recorded under Auditor's File No. 7706140720. 8. Any encroachment by or adverse claim with respect to any underground installation appurtenant to said premises or other property, the existence of which is not disclosed by the public records. 9. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. 10. Fence and asphalt encroaching into that area delineated as landscaping and greenbelt as disclosed by survey executed by Continental Engineering Co. as job number 91028, affecting the northwest corner of the subject property. 11. Taxes and assessments. Q: CC Exhibit Cr") O O Sc) r: =,crtR'; ✓ •Yit.°• �:.+ j•�a.:+' it E biisS�i`kAfLYi '_'Y_ 4111 u , 46 a 7 1 i (rauycrs Tile Goliipa.py of fPaslaiitgtoil,7gc.; .• -. •-• • • •• • "••' • " • ' ' `J THIS SPACE PROVIDED FOR RECORDER'S USE* 1 4720 2oothStreel.S.'11). 2428 One'Union Square 1230 S 3361hSlretl i Lynnu)ood.lih 98036 Sraitle•'{1li 98101 Tcde►aflVay,'it)a 98003 (206)771-3031 (206)682-6006 (206)874-5115 • • (206)527.1432 Yea(206)682-3605 (206)927.8726 • ' . 1 FnED FOR RECORD AT REQUEST OF 1 . •1 And ' KING COUNTY 91,04/03 11006:1R 1 (EXCISE TAX PAID RECD F 7.00 !:{ MIEN RECORDED nouns TO APR 3-1991 RE• ECFE ENSL e.E 2.00 *+9.00 :I ,m Cummins Northwest, Inc. t� ,� Attention: Mr. Don Pugh ��4i Adcn:sc 81l S.W. Grady Way j P.O. Box 9811 • cat,.stale:.Zip Renton, Washington 98057-3000 •• - ". pi •T.•• rl ret Statutory Warranty Deed _ r. THE GRANTOR Landsing Pacific Fund, a Delaware corporation, which acquired title = a as Landsing Institutional Properties Trust-VI, a California Business Trust r, --- forondinconaiderationof $10.00 and other good and valuable consideration y inhnndpaid,rnovoyeandwanvntalo Cummins Northwest, Inc., a Washington corporation the following deecribrd real estate,situated In the County of King ,State of Washington: All of blocks 38 and 39, C.D. Hillman's Earlington Gardens Addition to the City of Seattle, Division No. 1, according to the plat recorded in volume 17 of plats, page 74, in King County, Washington; IExcept that portion of block 38 conveyed to the State of Washington for state highway by deed recorded under Recording No. 5525661; coTogether with all that portion of the east half of vacated Thomas Avenue Southwest O (formerly 83rd Avenue South) lying between the southerly margin of Southwest Grady Way (formerly Grady Way-Renton Junction Way) and the northerly margin of PSH No.1-RE t (FAI 0405); and C=D U7 Together with all that portion of vacated Southwest 12th Street (formerly South 150th Place) lying between the easterly margin of Thomas Avenue Southwest (formerly I I 83rd Avenue South) and the westerly margin of Raymond Avenue Southwest (formerly 84th Avenue South); and Together with all those portions of the vacated alleys in said blocks 38 and 39 ! 1 et. ying between said Thomas Avenue Southwest and said Raymond Avenue Southwest. i g 1 ubject to those items listed on Exhibit A attached hereto and by this reference made a part hereof. ▪ fed March act ,1991 • as • -- Loan Pacific d 8 By: . • Titl CHIEF OPERA OFFIc6R , d Za.3 t. a i • INI)IVII)1•AI.ACKNOWLEDGEMENT FORM: REPRESENTATIVE':,\CNNOWLEDGE11E:\1'FORM: Slate of Washington l State orW1•t0101111RD0A California h' .S / SS. t'nunty of 1 County of -$aD..kjat.aQ I • I certify that I know or hues satisfactory evidence that I certify that l knew or hat isatisfactory evidence that I R....Mad...Wyman signed this Instrument. I. signed thisinstrument and acknowledged it u+be Ihi' beet on oath stated that the she;was authorised to execute the Instrument • free and voluntary act for the uses and purposes mentioned and acknowledged it as the Chi.e:f..QRgf:dta.0a•.Q.ffi.G.en......... r m the instrument. Dated of...Landsinq..P.aci fic.. and to be the free and • voluntary act of such party for the uses and purposes mentioned ill the instrument. A)ated....IlaC,ch..2Q. 1991 • Votary Public fit. . F SEAL P.1 1h appuutnnent• ;t I{ANGY.WAIKINB Votary bite the State of lifornia + NOW PAlb-CsBt My appointor t expires.Q4.5.1 "�tf;I am WiE000Uif• tPe' n:r,twnr.+•xx LP n+ - - , _ . f.rV 1110 41110 11111 • t I I EXHIBIT A TO • STATUTORY WARRANTY DEED 1. Right of the Seattle Electric Company to divert, appropriate and remove the water running in ditch or ditches over which said addition is located, as granted by instrument recorded under Auditor's File No. 624312. 2. Relinquishment of Right of Access to state highway and of 0 light, view and air, under terms of Deed to the State of Washington, recorded May 22, 1962, as Auditor's No. 5525661. 3. Easement to construct, repair, replace, service and maintain water lines, sanitary sewer line, and storm sewer lines and any other public utilities and services, in favor of the City of Renton, a municipal corporation of the State of Washington, recorded October 8, 1969, Auditor's No. 6574300. 1 Affects that portion of said premises described as follows: Ij The southerly 30 feet of block 38 abutting P.S.H. #1-RE (SR #405); also The southerly 30 feet of 83rd Avenue So. lying northerly of PSH #1-RE (SR #405), and other lands. 4. An Easement for one or more electric transmission and/or CT distribution lines in favor of Puget Sound Power & Light Company, a Washington corporation, recorded October 8, 1969, • Auditor's No. 6574300. Affects that portion of said I Cr.) premises described as follows: The southerly 30 feet of block 38 abutting P.S.H. #1-RE, (SR #405); also The southerly 30 feet of 83rd Avenue So. lying northerly of !� a7 PSH #1-RE (SR #405), and other lands. 5. Covenants, Conditions and Restrictions contained in instrument recorded September 9, 1970, Auditor's No. 6691361, executed by M.W. Lotto and Marjorie Lotto, his wife, and William J. O'Neill and Viola O'Neill, his wife. The forementioned restrictive covenants recite that they supersede the prior agreement recorded in Auditor's Receiving No. 6649440, which superseded prior agreement ( recorded under Auditor's File No. 6630068. i( 6. An Easement for three (3) guy wires and one (1) anchor in favor of Puget Sound Power & Light Company, a Washington corporation, recorded February 18, 1975, Auditor's No. 7502180398. Affects that portion of said premises described as follows: Beginning at the northeast corner of lot 1, said block 38; 25X ID 110 11111 • Thence north along the extension of the east line of said lot 1 a distance of five (5) feet; Thence southwesterly parallel to the north line of said lot 1 a distance of five (5) feet; Thence south and at right angles to the north line •• of said lot 1 a distance of five (5) feet; thence northeasterly along the north line of said lot 1 five (5) feet to the point of beginning. 7. Agreement and conveyance re: water mains and appurtenances entered into March 26, 1976 by and between the City of • Renton, a municipal corporation and John Durbin, general partner, dba John Durbin & Assoc., recorded under Auditor's File No. 7706140720. 8. Any encroachment by or adverse claim with respect to any underground installation appurtenant to said premises or other property, the existence of which is not disclosed by the public records. 9. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. 10. Fence and asphalt encroaching into that area delineated as landscaping and greenbelt as disclosed by survey executed by Continental Engineering Co. as job number 91028, affecting the northwest corner of the subject property. 11. Taxes and assessments. Q: CC Exhibit • M ' O C, ..dt----.._._ .. ^ T.r.r': '•: 1.:.. .•....._.. '.:'.'•'...•25:X.. "•'.: . • op of 0011111111‘ . • o of �, � zs� 011110., -44 XI a 2 �Z �` ' ti • a 0 . ®-__011► 9 o.�vA <n � 9 6- r ii i s t.fa'; , D . 'N �. m ° 1 1 rw qDas ��a\ .� r ''Ip .•tlpn , 11 21 £� N 0ov `v • w•8t. .S�r `+ e c 9 9. �„ Z� 19 p G 9 '4 a" 2 — 61 -1 LI 91 \III o a -r�`f� . • i o r '' 0-6 . 44 Y of .. SZ IZ 9Z �2 1 6 pl • so 18 /11_,----------/ ( o graaL `. a -wo.'°" )011 0 1 2 '' �� �'W� � I p6 �z of °£' °g o!' On -! P� 6 pl 11 21 0a_ (agrQyrr3X� zA5."f ��� 8 bfy� (ii." 1vfi1 f iy6u o dolf 1 S"fig ( i2' d m IA r w ai c2 /' l'� c'rig b ^1141:7- L L $1! C1 c o :CO cum NI c o� iYaco i **************************************************************** City of Renton WA Reprinted: 02/09/00 15 :28 Receipt **************************************************************** Receipt Number: R0000610 Amount: 1,204 .95 02/09/00 15 :27 Payment Method: CHECK Notation: WASH #712982183 Init: JEJ Project #: LUA00-018 Type: LUA Land Use Actions Parcel No: 334040-6625 Site Address : 811 SW GRADY WY Total Fees: 1,204 .95 This Payment 1,204 .95 Total ALL Pmts: 1,204 .95 Balance: . 00 **************************************************************** Account Code Description Amount 000 .345 . 81 . 00 . 0007 Environmental Review 200 . 00 000 . 345 . 81. 00 . 0017 Site Plan Approval 1, 000 . 00 000 . 05 .519 .90 .42 . 1 Postage 4 .95 • . , /70 -018 i s {A .., .7-,L.ilmrfN, •,:•Y; 0 ) L....L.;.173(..7..)-,-,-;•:•„-• :••._,:z-rr•r•r ,--; -• . ,L--..-' • r'.. 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'..":,,,' '' '' 7,,,,,,-,:.,:';',„:,,-',,-,:,,, -,::,,...,::'i',;,, -::.;,:,,-.,:'':'::::i?.:,',". ,,,::',..',::.'- '' -'''.-'''.---- :.,'- •.--- ',-' it':'I:,., -.::-. ,.-,:::,,, ,,,,,,,:,:,,,,' .PARKING'LOT,'EXpANisiow.. :' :',-,•,'T'i..-:-.-•-:-,: -•--, -‘7,.•••:,,,,•.,•••,, • ;-„,-.y.:,•,•,,,-. ,-:,. ..•:, i.,,,,,..:,, • ,,,,-.q ,'!:•:,••••: ?-:.: ,„..-.. ... ..-:,„-,••,,,-.„.-•-:,• 2.2,., .,-,,,,,-,;‘,.,,,,,,3,;:„.;,-. ,- .;•"•:, :2,;•.„ , •:'.,:.-:.';',;•,--•,- .,i-..,.... -•!•,; '-'-'.:,:•: -•---,:-•',,,,•:•:.-,,,: ::,.,:::---,••'•• :-:2-:- '• , '(--''''-'"•- 7,- - ,, ' •,,,2 ..."••- •;.•.,::,--:;.:2.::•' •:,:, :•'-'Citit OF RENTOW-•WAM-IINGTON:,-- -.--;: -,-,:-, ,••,-.•,-.:y .:,,,-- -••:-,,•:- - . ,,, •••;:•,-..-•:•;,.,,,/, '. ..:,:•,,,_,..•.:,.. ••. ..:-.. -•••- .-- : ,. -.,-.• -.••.,....••:,;,:_ .,- .,,. --:.:.:•-,::;f2:,;•, •_-: ,!•.•„,,,,,,,:,.,:•-:,•,,•:,..,,. . , . • • 2--7--°6 41... bli•.%Pi !,..,-1 ' ' •7>^.''-'•. OUR JOB NO. 7396 4Of ‘ 1:#4 41i' li'r 1 . 4/ • i , to . FEBRUARY 1, 2000 IF .." , . % 4•4537stotc, : ‘SIONALe .• .. 1 EXPIRES:6,30-0o I. . .. .. ._, Prepared By: . .3 BARGHAUSEN CONSULTING ENGINEERS, INC. 'fi , j L • -J 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 ...._:_--...-.--- •---' ' (425) 251 -6222 6HAu 1 it Ns d ".._.ak..- " -"---' "N"--- i CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES , A.G ENGio . . - -: TABLE OF CONTENTS SECTION 1 -INTRODUCTION/GENERAL DESCRIPTION OF PROPOSED IMPROVEMENTS SECTION 2 - PRELIMINARY CONDITION SUMMARY SECTION 3 -OFF-SITE ANALYSIS SECTION 4-STORM DRAINAGE FACILITIES(RETENTION/DETENTION)ANALYSIS AND DESIGN SECTION 5 -CONVEYANCE SYSTEM DESIGN AND ANALYSIS SECTION 6 -SPECIAL REPORTS AND STUDIES SECTION 7 -BASIN AND COMMUNITY PLAN AREAS SECTION 8 -OTHER PERMITS SECTION 9 -EROSION/SEDIMENTATION CONTROL DESIGN SECTION 10-BOND QUANTITIES,FACILITY SUMMARIES,AND DECLARATION OF COVENANT SECTION 11 -MAINTENANCE AND OPERATION MANUAL SECTION 1 INTRODUCTION/GENERAL DESCRIPTION OF PROPOSED IMPROVEMENTS • 7396.006[DMS/jss/sm] SECTION 1 -INTRODUCTION/GENERAL DESCRIPTION OF PROPOSED IMPROVEMENTS ! The Cummins Northwest,Inc.(Cummins),parking lot expansion is a project located in Section 24,Township 23 North,Range 4 East,Willamette Meridian,City of Renton,King County,Washington. More specifically, the project is located on the Cummins property immediately adjacent to S.W. Grady Way and its intersection with Raymond Avenue S.W. The specific location of the project on the Cummins property is at the extreme southwestern corner of the property, immediately adjacent to Interstate 405. The project proposes to clear an existing landscaped area for the purposes of adding additional employee parking. The work will entail clearing the project area in question,constructing a drainage facility according to the City of Renton requirements, and paving the parking lot surface of the parking field. 7396.006[DMS/jss/sm] 'nlre1--"S' K.:. o.'�-Tr'•',`�11� l•,h'SYS'd'Sd 3"n [,'•J,c'/i•-t%= ,� >,^'�,. iwt •fy+ap .4'r`t,S •'.r. ti;Y:.r+x'.t.•` + i1 S OM �°r w.-s, of , rn v'•`• ((,, d �{ f t t Na '..-; i.c b ti y,K4?x a .t 1Y"R jr 3s AY n u vim, n x 'F�'� "'•,••�•Y-- v H. dr " k xi'rx,.;{•Tse 1, ��, �>, .''. t-' - �'lk" g HMI �,Gi rtt k' �,se"�'�eA�''''''�•l''`°-:'i' � Q ' '`8rT L{,,, `i Sref-...1..,,,,t.,4,-L,,,,,,,,r,b,,, 7' ' "i3'r" y2�e7' tra,^, v;yr': -t ,L.,�y�,�+ �� �cC , " 8 �, h� ',oyy' t�U ai,,b'vy.„' [9 Y ..2n.••q �wr �'^�; '�+Y v '1P 'i gyp• .t_'cVvii.,r; "rk�W'`7' ;,_ - y,r1d :[�■n`[ `z QVS I J4 - 6.N •pf1PT.'.' 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I / ` •• • • s • Or a it.t. .. ,..o \ iv _ - • •M 16 • Ur it i�' 91, ;�. .. • „, ,., „ ____ I Pu • • i 1 .1: A r=.. .‘4: * • \ owl . :..... .•. ,Longacre4 ,�i•� • ' , ,.= I 1 Pu • , I I long �• i i i ■ .(JrI Immo 1. • . _ ___,11! 1 , ' ' ' y Wo :eD ��` !� i ill Ur im I U •It , 0•, . o i Track 1 _ _ , _ ..._ . i. 1 t _,A7, --- N, ./. !� . _IN, II: r tNilo / Uri liLli f , 0 R=s rvoir '. - Py • So Tu z D • L'''.: .. • - z ) , i Pu t' Sk • . i wo iD- / .M i A (co i \ r I A . . ^ n u • �GHgG.S` •��'' _ KING COUNTY SOILS MAP - . .. A •IVO EN NORTH SOURCE:THE THOMAS GUIDE 0 • l �S I- I I I-- STORMWATER DRAINAGE NOTES •` _r A RENTON s h - 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION r^ -` L N N MEETING MUST BE HELD WITH THE CITY DF RENTON DEVELOPMENT SERVICES DIVISION. ♦x C 3 (f) - ` A PLAN REVIEW PROJECT MANAGER CO y 2. ALL CONSTRUCTIONICSF SHALL BE IN GEACCORDANCE MUN WITH THE LATEST N"EDITION OF THE'STAID.a - - Northwest, Inc■ SITE ORS WAY E. SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION"PREPARED BY W.S.D.O.T. j p a_ AND THE AMERICAN PUBLIC WORKS ASSOCIATIONS(APRA). AS AMENDED BY THE CITY OF I UZ RENTON � a_ 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED �� "_ y PLANS WHICH ARE ON FILE WITH THE CITY OF RENTON. ANY DEVIATION FROM .__� __ THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON =_ • Z DEVELOPMENT SERVICES DIVISION. -- -�' SW 16TH ST Z O 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION 1"=20' EVE v (.5 O F- IS IN PROGRESS. ,£ao Z F- 2 IC 0 0 10 20 40 INSTALL 4 PROTECTIVE 5�P A05 .1 a Z 5. DATUM SHALL BE U.S.G.S UNLESS OTHERWISE APPROVED BY CITY OF RENTON. REFERENCE { ) O BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS. 1-`^"'1}�v tel:;:...`cv..•is I T'' BOLLARDS AROUND EXISTING z J I LUMINAIRE TO REMAIN. o Z co 6. ALL SEDIMENTATION/EROSION FACILITIES RUST BE IN OPERATION PRIOR TO CLEARING AND • �,, -_o n.•�5•!+_!=;r- -"='-"' --"-------- W }• It) Q BUILDING CONSTRUCTION. AND THEY RUST BE SATISFACTORILY MAINTAINED UNTIL .;0;• •• '' • \I Q 0 LO/u�N:DC:.Y, CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 1.11LIP PUMF'•' SgmP;N.^,/RacrosC ' O SAWCIlT,MATCH AND , i• P.IiJ IV 171` STATE670UTE r Q) o cc O w Z 7. ALL RETENTION/OETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TOUR JOIN EXISTING PAVEMENT It'', 0 O 0 Q o w IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE / O DEVELOPMENT SERVICES DIVISION. LC�''I't�r'�`'IV.IND FENCE- •"A' F,; VICINITY MAP Z CO 1 B. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE CRASS SEED MIXTURE. OTHER THAN 1 + T,-T`-- V •F �]' NO SCALECr o' W CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE i, I will wsa _ + - r-' .r0 I Z O N Q CC ARCHITECT AND APPROVED BY THE DEVELOPMENT SERVISES DIVISION. x:Ta1. x:?e o .a '•' • `ay.;"'� +a L+U • 1- - r 1 n c {- d .• rpADFDRYAX ..,!.: A- Av^cr.Tut,. ,<- + Q 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARE FOUNDATION IN l: I:. -•-••-" i, ---- _•+'`W • r - ..• 'r-j.:'{s+;i" ' CONTRACTOR SHAM-PROTECT O " I 10 N O ACCORDANCE WITH SECTION 7-02 3 1 OF THE CURRENT STATE OF WASHINCTON STANDARD .. �: W O :- SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION THE THIS SHALL INCLUDE NECESSARY ,1 •N-"r ?; r�:;v..137.1.e...: ; _ r._,„_ i• EXISTING RETAINING WALL LEVELING OF THE TRENCH BOTTOM OR THE TOP OF TIE FOUNDATION MATERIAL AS WELL = - .' - "' r• = J 0 cc v 0 AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE i _ • SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE i _ ,s - - UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS'C,' WITH THE EXCEPTION OF SEE SHEET 3 FOR TYPICAL --__ ,,,;-� ;j '.(.� ' r_=� =_' .. - T:,y PAVEMENT SECTION r PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95 PERCENT FOR y l" �"a•,� "4 1.+' EXTRUDED CURB PAVEMENT AND STRUCTURAL FILL AND 90 PERCENT OTHERWISE PER ASTY D-1557-70. PEA ~-F1 r%:-: ' - • MP.) GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE. �i _�, - �5�->;:, ';%'�=�; _ Y, o 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALLI - ..:;f.- - „�. ,"�? ;;• _ .,r o HAVE ASPHALT TREATMENT/1 OR BETTER INSIDE AND OUTSIDE. EXTRUDED %`-' -'" t��' -- ' - - CURB '�4-6'.-%" 7 r;;-"` o= _ I „ ?_ ,, ' o i= is-... '.1 C= BUILDING 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM .;, c O Z s DRAINAGE PIPE. OR 15 FEET FROM THE TOP OF ANY CHANNEL BAN(. i -- ,"=% -$.'_ _ = _ ^ �'f=i= Z 0 %x1.eo G"�,,'�, -_ _ O I-'1 12 ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL- 4'`.TEr'I 1 - ,'. ,_ • - l' I Z a 13. OPEN CUT ROAD CROSSINGS II-PLOUGH EXISTING PUBLIC RIGHT-OF-WAY WILL NOT BE ALLOWED +r+`-.%r:�'��; - '-r i " ' -- - -• Z Z UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON I e, .!f`-'.,''r":Ti>.,. .i"..,,-,` - _ - r',.I" .:--I. CONTRACTOR SHALL GRAD UI PROVIDE t�-I W `,: .A " _ _ _ _ at*. ;';; ±: ?%f POSITIVE7MDRAINIAGE FROM BETIDING Q Q ry r- : .; ¢L! J ;; ( M,2:1 MAXIMUM) .J W 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF r'U•l=,r -4, ��%r' x 1 a SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING CONTRACTOR SHALL HYDROSEED - _ °r g % , r1-f. _ ..L. Z u I I, `?��-�``'� :,'-'-.' • .,.I• ' CONTRACTOR SHALL PROTECT W W m "5SPECIFICATIONS: 4 INCHES TO 6 INCHES/40 PERCENT TO 70 PERCENT PASSING; 2 INCHES ALL UNPAVED AREAS �" -'F-T�;-%;r" - ('�•' EXISTING BUILDING ��qq O TI m TO 4 INCHES ROCK/30 PERCENT TO 40 PERCENT PASSING; RID-2 INCHES ROCK/10 PERCENT ram:•'5'1's/. -'`.° J"'�;. \ TO 20 PERCENT PASSING `l" • ==�' ?`=iJ' • - yl` i - _ • 81 --_"= Sri O < 'c 75. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORY �^ - =e:` ^ S:;; ~,- :_r,: !. ,: :i'r ,:R" - - � J Z Z Ti. �I o DRAINAGE SYSTEM UNLESS APPROVED BY RE DEVELOPMENT SERVICES DIVISION. AN ...-. ` � - - < ACCURATELY DIMENSIONED CERTIFIED AS-BUILT DRAWING OF THIS DRAINAGE SYSTEM -� > = fi' =• _ I Z d WILL BE SUBMITTED TO THE CITY OF RENTON UPON COMPLETION - ' M CO 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT `^ • -', ._„-^ ,IE=IS.00 02-1 .. . - cc 0 - , -- RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED -r" `'` �_ / eu=19.%r;�\. N �a'.` g_w/oE9�ls BAw71Ek - rf ;I . Q Z IDETENTION POND _ ,'' ";. `4 a�� g_•1 I L L WITH STORY SURFACE WATER DISPOSITION. FUiT11ER, THE CITY OF RENTON DOES NOT '� .� • ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE (SEE / 1-" :'•41/4,. 4t -.. -,r,%- !, `W •'• SHT.J FOR DETAILS _ r� \ - - -- -- SYSTEM PROVIDED DURING CONSTRUCTION N !! / ___ ___ •�j Ii '{ \ i1:'T--- < 0 ij ��� SITE BENCHMARK ` `.: .. r :":�%-, r;'% . 1 , 6F II T �'-13 ',12' PEP- ;6Sp \„ 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY C1r.=:�)i'. 0+ ?• ! I =; i Z ZCO W , DEVICES, PROTECTIVE EQUIPMENT. FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO �` it I - _ {02 ,'y�1,''_ _ I Q PROTECT THE LIFT, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN ' I I -2'""I.UO "? ,,�' 1 Q CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK A f1 I I I Ar%.'-' _ _ -"- : RIP')i +•- Z EC • WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL II 11 �m I - _-__-_-- LINEDCE '• REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE TRANSPORTATION DIVISION. ALL _ - _ RIP RaP -._ 1 SPI �r _ SF?$( SECTIONS Of THE WSDOT STANDARD SPECIFICATIONS 1-07.23, TRAFFIC CONTROL, -MOH':---- - rJ ' HI I t A N.`-1SY' ,- -- - _ 1 ' •+PROTECT ;ix7A SHALL APPLY. _ t I I \ ��_ii�'� \ -` --y_ p:rr.,� I•p g • .,: tI ____ _-- --7,1 .�L=19:10 TO REMAIN 0 __'f,,, 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE .N-,..,_--::__-:v •,�y ---- _-a-11- y AQUIFER PROTECTION AREA. '4 `"� ` - �' �..EL=1ti.35 ""• 'C .,• . . W I I I 5'LEVEL BENCH _ 3 _.. ---_-' __rtnc-__-_I. - a _ OVERFLOW SPILLWAY B•. ::c ._ `' ��.'':.r'`.ti'r I- p i •---a �\ RIP RAP LINED SPILLWAY 60 LF 4'WIDE BIOSWALE U 1.25% (SEE DETAIL SHT.3 FOR TYP.SECTION) .-- "- ..."_- =t- M Y 30 LF 12-CPEP A 0.50R w :E 24�C6C=I3.26 i IE=74.77(12') 1- z�' VERTICAL DATUM -BASIS OF ELEVATIONS TC;x;- INSTALL DEBRIS BARRIER PER O z'- ! CNIC=i,460 z10 S ,i CITY OF RENTON - BENCHMARK 2106 NAVD 1BB8 CITY OF RENTON DETAIL 8047 to s u1 9 (eXPD Ec P:PE y (SEE SHT-3 FOR DETAIL) w Ii X a Q E • ! 1 "a PROJECT BENCHMARK IiLt N LL s TOP MONUMENT IN CASE SO INTERSECTION ¢O N m u rc c,CO CM I� Z--- - - SW GRADY WAY&OAI<SDALE AVE. SW POND VOLUME SUMMARY: CONTROL STUCTURE N , I Li. CntD'COI w.c W E LEV.-20.62 FEETa _ El 1 o SITE BENCHMARK (6286 METERS) CB I, TYPE 2-54' T 3 1n vt t' INCREMENTAL TOTAL Z - SURVEY CONTROL POINT®5 ELEVATION AREA(SF) AREA(CF) AREA(CF) RIM 9 OOOCKING LID --1-N N w -- . m SET LARGE MAC. NAIL LOTIN ASPHALT �V.-2019 FEET BOTTOM DEAD STORAGE- 14.50 28.47 0 0 IE..14.94(12') TO w �� > CITY URN. PARKING Y vv BOTTOM LIVE STORAGE- 15.00 63.07 22.89 22.89 (SEE DETAIL SHEET 3) HORIZONTAL DATUM -BASIS OF BEARINGS 1600 169.02 • 116.05 138.93 CITY OF RENTON NAD 83J91 17.00 J21.57 245.30 J84.22 z-4-DDKM•SIN (GN c•ONO. �.` S CONTROL MONUMENT 81881 ܾ Y"��p1 S r _�^•" 'QSZ MAX,W.S. 18.00 558,29 439.93 824.16 �• 19.00 1155.57 856.93 1681.09 o Q X}x-I. z POND VOLUME PROVIDED 624.16 CF • 1 N z = �� - - I WASHINGTON STCTOR ATE BE FULLY DEPARTMENT OF ONSIBLE NATURALFOR OBTAINING RESO RESOURCES FORRMITS FROM REMOVING AND POND VOLUME PROVIDED 556 CF - ,� .o e 1'.'o �Ac,O a�•„Q VOL,r ,_ z REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION 'rf'70Np L f\A(,\ e CO`'� • t15J to ACTMTY,PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A I REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS I EXPIRES 6-30-00 I (0 o: MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL CITY OF RENTON co RESOURCES,OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT(206)902-1190. r. UTILITY CONFUCT NOTE DEPARTMENT OF PUBLIC WORKS -- i - WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES CAUTION. iI • PUBLIC LAND SURVEY OFFICE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION.DIMENSION,AND DEPTH .O. O WASHINGTON STREET S.E. OF ALL EJJTTI UT ILITIES SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.WHETHER SHOWN UN THESE PLANS OR NOT BYPORIOUNG THE Z P.O.BOX a7060 OLYMPIA,WASHINGTON 98504-7060 UTILITIES AND SUR iTHIS CO ALL OFHTHE(EXISTING UTILITIES AT SEXIST. LOCATIONS OFINEW RUTTY CROSSINGS TO PHYYSICALLY O UPON COMPLETION OF CONSTRUCTION,ALL MONUMENTS DISPLACED,REMOVED,OR VERIFY WHETHER OR NOT CONFLICTS EXIST- LOCATIONS OF SAID RLRIES AS SHOWN ON THESE CALL BEFORE YOU DIGS DES GMT,.. __ _ DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR,AT THE COST AND PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VA iATION, DATE FiE No. __ AT THE DIRECTION OF THE CONTRACTOR.PURSUANT TO THESE REGULATIONS. THE _ IF CONFLICTS SHOULD OCCUR.THE CONTRACTOR SHALL CONSULT BARGHAUSEN wuwN CUT_ _-__ - - - - i • O APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE CONSULTING ENSONEERS,INC.TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH 1-800-424-5555 CHECXED DAIS__ SCALE _ _ _ _ OSLD 80 K__ PAt _ W z RESPONSIBILITY OF THE CONTRACTOR. CONSTRUCTION. NO HEl'L9CYi MY APR( DATE APPROVED StiEEi 1 CF 3 30 Filet I::`'\_,is9.PROJ`+73y0•, `+ E1IGINEEPiliG76-GLD:dG, Dot?/Tirne: 01/21/2000 09:12 SCCIe: I-'_'0 chri5 ?:refs: Z7390-T,27356-BI, - •ems - - m E . I. I`. .., , , I- i2 !.. ,��� Cummins ...; • I , Northwest, Inc. Uz EL EROSION CONTROL NOTES CL I. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS,A II PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEVELOPMENT - - SERVICES DMSION,PLAN REVIEW PROJECT MANAGER. ='. - _, Z CS 0 O 2. ALL UNITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON �� ��=_ THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING -t" ur CONSTRUCTION. — �`-' ,�°• `..C3 JAte.2U.£8 I- - IE D.I.11=17.+9 O 3.ti ZALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED 1=20' TO BE PROTECTED F-= AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION TO INSURE THROUGHOUT CONSTRUC7TON CO Z ' THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL 0 10 20 40 I �� (SEE DETAIL SIN'.3) W } L EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY �, • Q 1!= I. j CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED ;�< �:;_ •,:>iA-=h•,;,,,1 AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE.REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL i}110 )-- W CCQ 0 W Z STSILMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. /• • O Q Q Q 4. THE EROSION AND SEDIMENTATION CONTROL SYS7LM5 DEPICTED ON THIS DRAWING ARE , O LLLC INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS Q O 1 Q CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, y �� Z S W THE PERMITTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL ��5° - - 3 g rE FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE 1Y 0 Z CD 0 N PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION,IT SHALL BE THE OBLIGATION -'•- a�� 'a._'___._AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY .r T''"= -- -^". -- , I BE CREATED BY HIS ACTMTIES AND TO PROVIDE ADDITIONAL FACILITIES,OVER AND Pam.", TH AI-:.[PS!: • I 'LIMP PL:MP• SH'FPINC/HRS.:V!: 0 = '- W 0 ABOVE MINIMUM REQUIREMENTS,AS MAY BE NEEDED TO PROTECT ADJACENT _ , J 0 0 RIM PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. L ` N•5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT I I LLL9IVIRE-, `n' "CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN,SIZE NOR LOCATION OF PIPES, I 50'TEMPORARY CONSTRUCTION W LilT,rq,X;_, , i• °• RESIRICTORS,CHANNELS,OR RETENTION FACILITIES. p, ENTRANCE(SEE DETAIL SHT.3) •,•�_ _ •' ., •'.. • 1-r-n C-r-€-,ryT,,it A_ll`- 6. DURING 7HE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31,ALL PROJECT I �\.'• y°, _.�, .. _ •'° ;'-T L O II' ',- DISTURBED SOIL AREAS GRATER THAN 5,000 SQUARE FEET THAT ARE TO BE LEFT ' ' .. �•F�•m m:riv vti'w3'^� UNWORKED FOR MORE THAN 12 HOURS,SHALL BE COVERED BY MULCH,SODDING.OR •'"-A..-tom- • , V o PLASTIC COVERING. �' ~ po Oo O•• ' iz°`'. 'O Z " LIMITS OF CLEARING tt ) - 1"A 'po�po O '�.•...' . REMOVE EXISTING •' 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER ( P• WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE,ALL DISTURBED AREAS �-,�y 1 I Z C) 3 FENCE TO BEGINNING 1 I FL- MUST BE IMMEDIATELY STABILIZED WITH MULCHING,GRASS PLANTING OR OTHER °°- V� � OF RETAINING WALL E 1 APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN o ' 1 •`�° po po •O {°,' (. I < 17 •- QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS SILT FENCE('IYP.) EX;LUMINAIRE TO REMAIN I Cn !�1 '� �-y�n IN•FlJT1JRE PAVEMENT ) Q OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED,HOWEVER, n N _ ooO :h H WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE,BUT MUST BE AUGMENTED WITH I! • • �pq° k I IL 1 (1-ti MULCHING,NETTING.OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON. `' •_ �_,� p �. I W Q Z OUTSIDE THE SPECIFIED TIME PERIOD. ( f�� 5 8. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH L • • 1',I- EXISTING Is ��.///.������{{{///��- o EXCEEDS 6 INCHES,A FENCE,A MINIMUM OF 3 FEET HIGH IS REQUIRED,WITH 3:1 SIDE • Oo O 1=I_ BUILDING 0 Z (�'� SLOPES. • • . I` ° r, _. • �a-- I` TO REMAIN J J Z 6� i( c 9. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE,24'%50'%8'OF 4 TO 6 INCH 4'Ft:Tf-_-. ' f�'- • 1.. z_ Z Z c QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS Ot'�, I,. I-_ A- TO THE CONSTRUCTION SITE `•�( .;,�, I• Z J• }Q} ,j ;fi QCC � � 7 CONSTRUCTION SEQUENCE: AlAR�Tovf i.. I ' W0 0 F- cL I .... ,., .........^e... .o I I W 0 (1) PRE-CONSTRUCTION MEETING W/CTIY OF RENTON. �, i''�'^ • '� _ \\ "�I I Z W (2) FLAG OR FENCE CLEARING LIMITS. . &i; - V-) I ZCC (3) INSTALL CATCH BASIN PROTECTION. �• /�° i�I ^.r� '�-,' ° (4) GRADE AND INSTALL CONSTRUCTION ENTRANCE. '!"I: 7,,S (5) INSTALL PERIMETER PROTECTION(SILT FENCE,BRUSH BARRIER,ETC.). I; V� I I AL A, 2= (6) CONSTRUCT DETENTION POND CB F.IU-10.T01 r ! r j I U _5 (7) GRADE AND STABILIZE PARKING AREA •\ I' r` •` ..:.F\ ........._ r �-0 u! __i_`_-_ (8) COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS \ a ! !° • • '�"'T BE REMOVED +�=' (9) DURING THE WET SEASON WITH STRAW,WOOD FIBER MULCH,COMPOST,PLASTIC SHEETING OR EQUIVALENT. ak �• -� III (10) STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. i \ 1-� 22`........................ ___`�_ f-' (11) SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN THIRTY DAYS `�" " __ UPON COMPLETION OF THE PROJECT,ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF ' \„__________,'" --PLC) - i r""!L I- APPROPRIATE I 1 ----Pi71:)---' — \ TO REMAIN --ry"Per•' r w I Erg $ ' -`=;z .. T re O'R MAIN z .: z Len, ya v o o. -. : ....A.,''' .,it's ——' — T -.... N .-._--. ._ W N : = -_. t_._ ¢ I.' d. �;11 REI�L_.. Q M N N .p . - t T a ya .. O N co ¢_ __,...;) 1i .•' �� SILT FENCE(TYP.) Z co o^o W z lAi IE 24.iTb;=i',.26- • LIMffS OF CLEARING(TYP.) ^4 I 1 z w Ir ff 3 In 1i1 u" TOP 24'Cr<c=15.48- /, 'p �� w 0 Al (EXPOSED PIPEj N Z N N ¢ `"H•0.F,`E M.S/A/0 • 0 '' ON7 k. •rb O..�`WA b ti�ri vw`T �.V 4I Yoa 1 `I w -- O4r v_ f�D3A5L8C0G\�4 � , . 5J�B Lc0vN I EXPIRES 6-30-00 CITY OF RENTON C3 [DEPARTMENT OF PUBLIC WORKS -_ Q _ Z co DESIGNED CART 0 DRAWN W.- -DALE _-_-_.. FBE ND. I I I z O - - _ . CHECKED DINS_. SCALE FIELD BOOK - PAGE W NO. REW9oN j DT APPR - DATE APPROVED sEET 2 • 3 U FiI?: P:?,SDSIIr'RC,..1\ 0,..,EII..Il FSi,I:Tc-, -; 1:1 :G D,- i' ..1.. hrn. i'" .,')`,/2000 i)0 ,,01 ,..OIci: 1,-20 Chris Kr•?Is: Z739 --I.Z7396-EiI.Z7396-S. - xC�' -- m 1-- + 6 I'•- 8 w STAPLES OR WIRE RINGS(TYP) I- x /7•/"' 1/1/IIFILTER FABRIC MATERIAL. rxrx14 GA WELDED WIRE MATERIALS OF CONSTRUCTIONLn NI - = 8 I ,e -1_—I_ MIRM 100 X OR EOUn1 FABRIC OR EQUAL`EI��I� "%4"DOUG.FlR OR EQUALFABRIC: NEEDLE PUNCHED NON-WOVEN GEOTEXRLE MATERIAL. • 3V) �E __ ,il: BIOLOGICAL DEGREDATION AND A BROAD RANGE OF CHEMICALS. E(/') " , I��I� T4'O.C. nFABRIC IS RESISTANT TO ULTRAVIOLET AND �-Lt� I APPARENT OPENING SIZE(A05): 80 US STANDARD SIEVE(0.180 MM) (jZa x. clue TENSILE srRENcn1: zoo LBS tiCL PLa% \ - PUNCTURE STRENGTH: 130 LBS _ :II.PE 121t: 1 I MDLLEN BURST: 400 PSI NOTE " „ TRAPEZIOSAL TEAR: 85 LBS Z O ,, n• •� _ 1hiN debris oorricr i -"or se ou c,lar qua .0 s on pL-es II `e,o a c" a r• 7 ,( WATER FLOW RATE: 110 GPM/FT2 0 0 /// 'srr u,o and s See fiq,,e a,4n I nrJuroris ' " " ')- -1:1 PREMEABILITY: 0.38 CM/SECOND Z (-'" )-- IN \\ -�_ tor,Pt,:r.Inrr,rroparting (eon .vL"By or -a -=T 0 \,.. i1 r:naray siaeslopee �> rU hll-b III Ilullril=U-1_L� I—i l3f' Z Z f z. Ae .- a Er u:arizea osh:,nrc -( I`::;;i( 0i1-11 117',/ A1T N •="6 1S-1 w tea rrnl , -. r:.e^,. k7EVATON 6"x6 TRENCH DIMENSIONS } J. I:PEP•sr.Lotn IncPren- npe regi.i•es No:is LU SPe.re 2"x4"DOUG.FIR OR EQUAL SKIRT: 24"x35" '� _ v �, arbrir.b,o-rier , ■u illifillil o Doe. FILTER FABRIC MATERIAL = Q SOCK FILTER/SEPARATOR: 10"D x 24"L CO ,1 1i�11111Pr 2"x2"x14 GA W.W.F. DISPOSAL REQUIREMENTS: IZ ~ w\`s a xu"swr:u due -- -r r x:nro '1 NOTES: O :I> Q I::O PIPE rLUPLi1!G,/ ;' ! Tv CONSULT FEDERAL,STATE.AND LOCAL REGULATIONS VTNT WEL: BARS 1U END V1Ev 3/4"-1 GRAV WASHED ROCK 1.PLACE 1'OF 3/4"-1 1/2'WASHED ROCK ZZ F•t'P`IR(PIP AT I EAST CUHNLGA IONS '-'-'- OR PEA GRAVEL. OR PEA GRAVEL ON BOTH SIDES OF FENCE FOR DISPOSAL OF INSERTS F- LC SPN-P i'1'FA l•r NE'4_ III) :"vP, TO CREATE A BEVEL SHAPE. 0 DEBRIS BARRIER 6"x6"TRENCH Z Z w[C INTER :-.:,,,jr.IOR AF v .l-r.I- 1i116=-Y_ TRENCH AND EXTEND BEYOND THE LIMBS OF INSERT SHALL BE DIRTRAP,ULTRA DRAINGAURD Q �'�}���� ADOPTED THE GRAVEL IN ORDER TO MAINTAIN AN EXCESS INLET DC VIEV • -'Ci►'" or,er RENTON 2"E%CESS OVERLAP-� I OVERLAP OF 2"MINIMUM AS SHOWN IN OR APPROVED EQUAL. (� j (n N 0 --_ Naii4ab y� TYPICAL CROSS-SECTION. 0 w 1ST WE 12/16/91 6" OVERFLOW PROTECTION J 0 OF,' 0 MIN. • _ SKIRT DATE REVISION BY IAPPR'� DING.NAME:BR10 SP PAGE B047 TYPICAL CROSS SE-CT ON ®� ,'•.-ci.t i;' HANDLING STRAP M� FILTER FABRIC SILT FENCE DETAIL --• '.51,d HANDLING STRAP 2"COMPACTED DEPTH NOT TO SCALE . : -,r..,. -, . CLASS 'B'A.C. PAVEMENT 'IW!L"' '~'` a Z.�.11 �FCi;4:i IL o 4"COMPACTED DEPTH CRUSHED- s;,•. j 7 {+ ROCK BASE COURSE • •. y C I O ___- ____ ACCESS MANHOLE ra"`- .i VI' J �i• '„Qo i,�o crUo ::H o LT nryo �vsHL.t LADDER STEPS :1 r5 a''tF )- W a. do.coop 0G F. ^ r i os Qqc `CO 'fxsc 4's.• LU ? I �,� �40111 SEDIMENT COLLECTION cc O Til 12"SUBGRADE COMPACTED TO 957. \�/ EROSION CONTROL, CATCH BASIN INSERT a co 0_ -.---.._ . .- --- NOT TO SCALE . � Q TYPICAL PAVING SECTION .S .� ELBOW O O Z. EJ'link' , (ALTERNATIVE: 3'ATB W/2'CLASS'B'AC.PAVEMENT) NOT TO SCALE _ ,s PLAN VIEW _QNSTRUCTION ENTRANCE NOTES Z Z %,_� O 1. N SHALL BE THE CONTRACTORS RESPONSIBLT Y w w CiB#1, CONTROL STRUCTURE cr �' FOR 2. ONIF D R R EU ARY THE BASIS. SOINING& UANtt ADDITIONALNING THE ROUTARRY ��Ov1POACH `9 L1L SCALE: I'=2• O \y �' SPALLS MUST BE ADDED. ELZ i 3. THE CONSTRUCTION APPROACH MUST BE LOCATED V1. • S 3.F • z �\ - AT THE PERMANENT APPROACH LOCATION. C' ' /'-' - gp / J O 1�N5N1so. w % 4'BOTTOM WIDTH I NOTES: QP1�, / J of I'-?-i j r 6� • 1. PIPE SIZES&SLOPES,SEE PLAN. FRAME AND LADDER OR STEPS cppf. „ -..0,: f;0 I- TYPICAL BIOSWALE SECTION 2. METAL PARTS: OFFSET(SEE PLAN VIEW) ROUND SOLID COVER I 'Qy,3>(,O.1 O A.CORROSION RESISTANT OR GAL- RIM=18.45 MARKED-DRAIN" �;rPA cC;100(; NOT TO SCALE _ _ = to cx NATURED OR ALUMINIZED TYPE II, WITH LOCKING BOLTS. L it,J '�-. j O W B.IF GALVANIZED STEEL PIPE. 4'MIN. 00/ • t•JY( j Vim'^r,'"// 7 HAVE ASPHALT TREATMENT I. / - )0()y�r `� O w 5 3. FRAME&LADDER OR STEPS OFFSET SO: R=25'MIN. r,- (n rn R Ig _ A CLEANOUT GATE IS VISIBLE W. � 8" - 1p W X FROM TOP- STANDARD GALVANIZED 4"-6"QUARRY SPALLS Z Z W u l r EMERGENCY OVERFLOW i (ADDER OR STEPS W N S Z ti I'MIN. J WATER SURFACE B.ER CLEANOUTOWN SPACE IS CLEAR OF OVERFLOW ELEV=16.70 > r,-1 N N p ISHEAR GATE Q co N CO o_ (SEE FIG.4.4.4A) RISER GATE. 4 1/2"CLEAR co N CO Z re nEa. _ FREEBOARD 1 1.-0• p1 cD BO w Z C.FRAME IS CLEAR OF CURB. I TEMPORARY CONSTRUCTION ENTRANCE z I I try W . ._ ___.... CONTROL STRUCTURE x MIN. w ERN EMBANKMENT t ` yL T ' i n n EMERGENCY OVERFLOW W.S. OVERFLOW W.S N H OVERFLOW W.S.\�� SEERFIG BARRIER 4G L L 12"SD NOT TO SCALE n N N Z E ND DESIGN W5. L5 PER TABLE 9'NIN.THICKNESS ROCK to W -, --- - 4.3.6A PROTECTION PER F2-MIN !— III I-,�to DE S BARRIER - 2 MAX EXISTGROUIND TABLE 4J 6A I w IE=14.94(12") 003 W S } SEE FIG.4-3-4G \ _ ` w _ _' ORIFICE�2 -Y v v Ca m m IE=14.94 (127 rc ELEFIsCE#2 00 YEAR W.S. =.r -_ -- _ _ _ - J,1 EMERGENCY OVERFLOW SPILLWAY DWMEfER=1 15/I6" . 6'DEAD STORAGE 2 NJT SCALE 6' r RISER _�_____ J.-4-00 /N `'-JN/, ,FM.S1ryC1 V Sd 1I--r— 'NEY'E%GVATEO \ Cry_ 6'NW.J INTO tUTIVE GROUND ORIFICE#1, p�4'.0 WAS �• J� , !/ ,j1Z SECTION A-A PARKING LOT ELEV=12.94 s. NO SCALE 5'LEVEL 12"MIN ` DIAMETER=1 7/8" _ Z. �.1� BERM ' G� '� � , CIRCUNFERENTKL LENGTH DESIGN FLOW 0 6'OF OPENING SIZED F DEPTH I_ � REMOVABLE WATER-TIGHT .1 D OR CONTROLLED POND 6'NBI. OVERFLOW W.S. n I -_ _ �• CFsi(A ��" . FRAME/GAZE FOR II COUPLING OF FLANGE qf,35874 Ep W� �Ne OVERFLOW.PROVIDE 1 POND DESIGN W.S _ - -F F, -Ali '-`I'-IIJ ` `PJ'/Uy LAG\ Irmo' g Z VERTICAL BARS IN � ' PLATE WELDED TO ELBOW A L \0 GO- J FRNTE 0 4'O.C. ACCEPTABLE CCE T NOW SYSTEMS PONDEA LESTOPIRAGE %WM ORFICE AS SPECIFIED I EXPIRES 6-30-00 I ' BYCETWDD)EE ALSO IF POVED SYSTEM C) CC SHOWN OF RENTON co SHOWN IN FIG.4.4.4E SECTWN o-o SECTION B-B NO SCALE NO SCALE (DEPARTMENT OF PUBLIC WORKS (AS REOUIR 9R TJCPTH) 6'4M. 10 I E` Y ;�V, CB#1,TYPE 2-54° O Z _�1 ll:'a- CONTROL STRUCTURE (PER C.O.B. DETAIL B028) Z Jr co T=11 P.d.- .-'11 -� ' • ADOPTED\ • •2- SPILLWAY R[N1w SCALE: 1'=2' r'sr D CMT _- - I .._-__- A (FOR SPILLWAY ON ACCESS ADS) st - CMT DATE ._------' FIE NO. -3 7 l I t5T MIL a DMWN r I ' O CHECKED DMS__. _ SCALE FELDBOOX PAGE /W Z DOTE RE1:a0N I DWG.NAME: DWG9BR12 SP PAGE:PAGE/B039 ------ -_ r3 3 Q ' I I I� I BY IuwR'pf Nq gEyEypll BT - N'PTi DATE APPROVED L.71EET_3._OF-- , FIe' P:\SOSFPROJ\/35i,\,ENGHIEERING\7356--DLDWG (Yale/Time 62/G3/299,2 C/2.30 ....,I...• I-1 ..hds Xrets: Z7396-131, ' 3 . E I STORMWATER DRAINAGE NOTES • ~ ;T!; I. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, APRE-CONSTRUCTION �� C u m m I�s A I - ? MEETING MUST BE HELD WITH THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION, ` RENTON n N (/) PLAN REVIEW PROJECT MANAGER. C N - N y Er 2. ALL THECONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE*STANDARDN. S.ILO. Northwest Inc. SITE GRAD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION' PREPARED BY W.S.D.O.T. Et MID THE AMERICAN PUBLIC WORKS ASSOCIATIONS(APWA). AS AMENDED BY THE CITY OF - !Z RENTOK - -=-_� y WAY a_ 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED -TTE -- 11111.11111.1104.1 . �PLANS WHICH ARE ON FILE WITH THE CITY OF RENTON. ANY DEVIATION FROM I� `--- _� ` - THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON - = '�,__�� �� w� .� U z Z DEVELOPMENT SERVICES DIVISION. O 1'=20' N 0 0 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION . '''')‘1-‘. O Z IS IN PROGRESS. 1E ,, F- 0 10 20 40 INSTALL 4 PROTECTIVE �P ADS Z 5. DATUM SHALL BE U.S.G.S UNLESS OTHERWISE APPROVED BY CITY OF RENTON. REFERENCE o o O m *\ BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS: �' BOLLARDS AROUND EXISTING I ° `��'`'�:^.I ..1,''' LUMINAIRE TO REMAIN. q o -. W Z Cl) 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND *. __ - `"-Al-� =-- - ^"" a Q BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL -- +cc L LOtuaG CC�N CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. SUt.T�PUSIP 541:'F;h,.;;EicrvltiG STATE ROUTE i •SAWCUT.EXISTING MATCH AND 'i° =:8 17'\ 167 Z 7. ALL ONJUNCTION WITHT ION FACILITIES NUAC BE INSTALLED OTH IN OPERATION PRIOR TO OR JOIN PAVEMENT ry a 0 Q < 1N CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THECr- c 0 DEVELOPMENT SERVICES DIVISION. t�-"'�-^u�- ` °• .. - VICINITY MAP c'CA Z Z B. GRASS SEED MAY BE APPLIED BY HYDROSEEDINC. THE GRASS SEED N[XTURE, OTHER THAN a PAINT EL wTa a rG'� O F- V K ri•.'1 NO SCALE O Z z GI U -41 ILL CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE z,,�y 21.76 • _-_- +=•T CC ARCHITECT AND APPROVED BY THE DEVELOPMENT SERVISES DIVISION. -- - L7!'I!"i H 0 L! +r • fir, Q � � ONa I �' _f_l_Y_DF_BIiFAK ��____ _ •` CY�,� • K �t " 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARE FOUNDATION IN ,---; -; m',A' .r 'E'.> • O ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD ��y;� - _ • j(• • ?l �, �`''^' CONTRACTOR SHALL PROTECT SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY i •`"%;1;i. ' % •,'4 ! EXISTING RETAINING WALL 0 w N O LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL , 7 5:::? J U v V AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE `Y]•T3r:Y" - _ - SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE a° '_r%� `'[•` • - "•}+j' ,T SEE SHEET 3 FOR TYPICAL - _ .., . .. - : : ~' 1I / UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS•C,' WITH THE EXCEPTION OF -- --•- _ _ - - -- - PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED • PAVEMENT SECTION - -_ - _ • - - ON EXTRUDED CURB�aMa, (IMP.)GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE, t'Y'1• - - _ -:r - of r 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEELCC 1'J'.. '.•'..;:;,;.,:4,~J'-r'r' _PIPE FOR ALL DRAINAGE FACILITIES SHALL - _ _ ''.`:'1 , HAVE ASPHALT TREATMENT j1 OR BETTER INSIDE AND OUTSIDE. EXTRUDED - - :!= 'i;';%; - ` ';K ; - o CURB P. '` rr%;c'r;% __ iz �1 Z it. DRAINAGE UCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM )i ',`,%% ;ii;-�: 3 ,`- - - ;t �- EXISTING Y 1 AGE PIPE. OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. $" Z 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. ' y"Z y ,' < 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT-OF-WAY WILL NOT BE ALLOWED i:,,,'; - : . W d UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON. %?`;:P->, : r':;;^% r i CONTRACTOR SHALL GRAD TO PROVIDE Z Z POSITNE DRAINAGE FROM BUILDING 1--1 rry.� ,N". ,•ITe^ I%: .•(�;'IS Q Q F+-T - '�` _` -,4:8..; '(�': ..--':•,"i; .'•�: - _ - _ _ (2%MINIMUM,2:1 MAXIMUM) a. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF i- ___== „- %:_� SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING CONTRACTOR SHALL HYDROSEED - - • x 0-• SPECIFICATIONS: 4 INCHES TO 8 INCHES/40 PERCENT TO 70 PERCENT PASSING 2 INCHES ' I ") _ - -1` CONTRACTORZ TO 4 INCHES ROCK 3 PERCENTALL UNPAVED AREAS %,�?,,;�_;.' - - - --- - SHALL PROTECT LL1 m /0 TO 40 PERCENT PASSING; AND-2 INCHES ROCK/10 PERCENT _ ����� - - 1+8L';E',-�;'y J -- EXISTING BUILDING W�q 0 TO 20 PERCENT PASSING. - riv _- - :rr _ �.... V 0 _� 'c ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM ":V- •:-:.� %`"'=-•%" : - _ - DRAINAGE SYSTEM UNLESS APPROVED BY THE DEVELOPMENT SERVICES DIVISION. AN _ - ;' 2 ACCURATELY DIMENSIONED CERTIFIED AS-BUILT DRAWING OF THIS DRAINAGEe - I - - r.q'�• - >.;.o. - a �^ = < WILL BE SUBMITTED TO THE CITY OF RENTON UPON COMPLETION Cr_ i' Z co Iy '''''''.... ..-'2 B.--' o < 1& ISSUANCE OF THE BUILDING -"I...'- •` ,,: < 3 OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT II -I. - ��.>=:y• '� - Y - 1- - IE=15.-^ -QO.�12'• \ {.. RELIEVE THE OWNER OF THE CONTINUING ... _ �' - - ( ) --- - INU NG .. ..1 LEGAL OBLIGATION AND/OR LIABILITY CONNECTED pp=;,; ;� I + "'"' _ - _ _ _ 'W/DEIjIS-.BARRIER - % _JjJ s..- Q " WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT -`-- i. __ _ • ` DETENTION POND it _ L. - - ,. I _ , _ ___ -__ -_s- - ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE '.,(SEE SHT.3 FOR DETAILS / � '�-J� - -",yj�'ZT�a�%�'il'� _ ��4aws ` W SYSTEM PROVIDED DURING CONSTRUCTION. - f., r',_ SITE BENCHMARK 'N k ----w_--- `13 I�a2• PEP''•;b.50 - T ' (,� 0 $' __, 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY `_:=.-_u Ih ` �,•y'� 11 I � _ _ 'c, - DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO 11 - •__ I I -�:� - - •��:"'_' 1 Zz Z ir PROTECT THE LIFT. HEALTH. AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN 1 ?>, %00"!''�l;,,"' '.�! ';?..'-/ Cl) 0 W COMIACTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK A (I I i ^�_ _ • ,y! /� - _ ^\ F --�- • WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL I��� - - RIP R�LINED ICI -'• REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE TRANSPORTATION DIVISION. ALL _ 1 '� • �_ t 1 ____--- �l� SPIL(.III/5Y v'' CC -" SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23, TRAFFIC CONTROL, _ -P(i:i----_ -- ;1 i` �` ys "'' _ `- y \PROTECT'•. i ="' SHALL APPLY. --_.-_- -_ e - i 1 - TOLD V,o` V T.it �� ___ - _g'�IL- - L=19.10 REMAIN T r.- 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE4. °� Ii.` hQUIFER PROTECTION AREA. -''J` •{ { iF,• =18.35 •EN ..EL 5 LEVEL BENCH �+ J • OVERFLOW SPILLWAY B• - -` d • �` - H • .___--•^ (_- e - .-- >`!i'�� RIP RAP LINED SPILLWAY', (60 LF 4'WIDE BIOSWALE® 1.259.y D I T ti__- a _ _• -' y 30 LF 12'CPEP®0.50X SEE DETAIL SHT.3 FOR TFP. SECTION) C.lit;- a�.-`�• i" IE=14.77(12') ? Z bl • g i=. VERTICAL DATUM-BASIS OF ELEVATIONS - - INSTALL DEBRIS BARRIER PER 0 z TCP 2:"Cv:,-.15.dB_. CITY OF RENTON DETAIL B047 to S A .3 -= CITY OF RENTON- BENCHMARK#2106 NAVD 1988 •;EAPO:EL P-P_; (SEE SHT.3 FOR DETAIL) Li a a ;ri ; z Zw i _ ` a PROJECT BENCHMARK CTLAI s� ad TOP MONUMENT IN CASE® INTERSECTION - CV o cNv m 6 LL--- - SW GRADY WAY& OAKSDALE AVE. SW <W N^ z>ELEV.-p�zaF ) POND VOLUME SUMMARY: CONTROL STUCTURE < �° w Z CB4k1, TYPE 2-54' z o SITE BENCHMARK INCREMENTAL TOTAL N N z-- SURVEY CONTROL POINT#5 ELEVATION AREA(SF) AREA(CF) AREA(Cr) W/SOUD LOCKING LID F-�-,� ,,,-� SET LARGE MAG. NAIL IN ASPHALT RIM=I9.00 N m CITY UNIV. PARKING LOT ELEV.FV-20L2 F BOTTOM DEAD STORAGE--- 14.50 28.47 0 0 IE=14.94(121 oND W Z (SEE DETAIL SHEET 3) Y�...� c�vT , --• BOTTOM LIVE STORAGE 15.00 63.07 22.89 22.89 HORIZONTAL DATUM -BASIS OF BEARINGS 16.00 169.02 116.05 138.93 _CITY OF RENTON NAD 83M _00 _ Z W �FK M.SIN 0'�N I ONI b CONTROL MONUMENT#1881 ܾ 17.00 321.57 245.30 384.22 A S. MAX.W.S. 18.00 558.29 439.93 824.16 O�,`pF S � d2 - 19.00 1155.57 856.93 1681.09 • Q J► POND VOLUME PROVIDED 824.16 CF H z w 1 CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE q 35874 p .2 2 WASHINGTON • STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND POND VOLUME PROVIDED=556 CF i 4 fJ.5. ,!�/STCRA'��� (y` r. J� zo REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION S�ONAL LWG d.+n C0�5 to ACTIVITY,PURSUANT TO WAG 332-120. APPLICATIONS MUST BE COMPLETED BY A ,I EXPIRES 6-30-00 REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS CA MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL CITY OF RENTON C'7 RESOURCES,OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT(206)902-1190. UTILITY CONFLICT NOTE: O DEPARTMENT F PUBLIC WORKS II I I WASHINCTON STATE DEPARTMENT OF NATURAL RESOURCES CANON PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E.P.O.BOX 47060 THE CONTRACTOR STALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,DIMENSION,AND DEPTH 0 OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE • Z OLYMPIA,WASHINGTON 98504-7060 URLRIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING • ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY CO 0 UPON COMPLETION OF CONSTRUCTION.ALL MONUMENTS DISPLACED,REMOVED,OR VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE • - ri, _ __ DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR,AT THE COST AND PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. CALL BEFORE YOU DIG' � o C1AT ._ AT THE DIRECTION OF THE CONTRACTOR,PURSUANT TO THESE REGULATIONS. THE IF CONFLICTS SHOULD OCCUR,THE CONTRACTOR SHALL CONSULT BARGHAUSEN ': DRAWN CMi o APPROPRIATE FORMS FOR REPLACEMENT OF SAID NONUMENTATION SHALL ALSO BE THE CONSULTIIG ENGINEERS.INC.TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH 1-800-424-5555 DMS_-__ SCALE _ FlEt.D B00K - PAS_ W - W ' I . Z RESPONSIBILITY OF THE CONTRACTOR. CONSTRUCTION. NO. REVISION BY APPR DATE APPROVED __.... -. m SHEET___1 �_3. File: P.\,SD$I•,Fk J\739G\EraGIh1EERIhIG\'.?05-CI DWG Ct;�t.=,'Tut; u]%''1/2000 .00:13 Stole: I=''U cl ris .+,refs: Z739G-T,Z7396 HI, w '"" - I F 3 I • U toile Cummins N .0,.3 , , It i 0 I °- EROSION CONTROL NOTES Northwest, Inc. Uz 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS,A it PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION,SION,PLAN REVIEW PROJECT MANAGER. �=» � Z O 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON _ 0 U �, THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING �' Z CONSTRUCTION. �_ �` �/e. \CJ Com=20.CE iE EE ".I.rJ=ti.f8 0 Ll Z 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACTURES MUST BE CONSTRUCTED I=20' TO BE HOPROTECTED CO Z AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION TO INSURE THROUGHOUT CONSTRUCTION • THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM, ALL 0 10 20 40 (SEE DETAIL SHT.3) W Q• Q EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY ^.;:E /' CONDfTIDN UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED -'Si,.-r :,," •..r.„,._x,1 0 AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, CO 0 CC MAINTENANCE REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL ' SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMTREE. S•e ' CO 0 W 0 4. THE EROSION AND SEDIMENTATION CONTROL Sr51LMS DEPICTED ON THIS DRAWING ARE if / 0 0 Q A INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS AS 0 Cl)Z Q� Z C'1') W CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE. O 0 CV Q o THE PERMLTTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL • ' CC FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE rl'+� _ Q co in PROPOSED SITE DURING THE COURSE OF CONSTRUCTION,IT SHALL BE THE OBLIGATION .• 1 +eY 0 CO O AND RESPONSIBILITY OF THE PERMIITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY ,�T'i_o�,�7 " "T BE CREATED BY HIS ACTMTES MID TO PROVIDE ADDITIONAL FACILITIES,OVER AND �'�, r irjlir ol,�Ic• I LOADING CCK!! N ABOVE MINIMUM REQUIREMENTS,AS MAY BE NEEDED TO PROTECT ADJACENT 1 SEIP:ING; hcu;,Tr� J U U PROPERTIES AND WATER QUALITY OF THE RECEMNG DRAINAGE SYSTEM. RIM, -` 5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. R DOES NOT LI I av • ••.R' e CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN,SIZE NOR LOCATION OF PIPES, Li 50'TEMPORARY CONSTRUCTION LCM,i'IR£ '<•, ,. RESTRICTORS.CHANNELS,OR RETENTION FACILITIES. ENTRANCE(SEE DETAIL SHT.3) W.ESP FENCE- I ..j '•; - }'\'(I I•. 1-ry LC-c-;�r- ':'e e�i ti A'-7i � 6. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31,ALL PROJECT 11 '.�° • : q;- .. ;4•+. .-'A'L 0;L 0!N: L f;a E DISTURBED SOIL AREAS GRATER THAN 5,000 SQUARE FEET THAT ARE TO BE LEFT q _ i :: o, UNWORKED FOR MORE THAN 12 HOURS,SHALL BE COVERED BY MULCH,SODDING,OR •' tt i.:=i i'�i.i• i•ao'aii'A.a►'V.�i 4',vl� ' PLASTIC COVERING. _ , A. Z Y 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER LIMITS OF CLEARING(TYP.) F*', ' z-.�. �` ' Z tl , po po O ........ .... REMOVE EXISTING ( I Z O 4 0 Q .- 3. WORK IS ANTICIPATED FOR A PERIOD OF JO DAYS OR MORE,ALL DISTURBED AREAS fl `: FENCE TO BEGINNING MUST BE IMMEDIATELY STABILIZED WITH MULCHING,GRASS PLANTING OR OTHER S' -11° II • 0 Q ram, APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN ( _, D �o p '} OF RETAINING WALL ✓' QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS SILT FENCE(TYP.) TI - IN LUMINNPA TO REMAIN I (n �. OF APRIL THROUGH SEPTEMBER INCLUSIVE SEEDING MAY PROCEED,HOWEVER. ,V�'OQ�V,�'AQ� IN FUTURE PAVEMENT Z ..a WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE,BUT MUST BE AUGMENTED WITHaTei po pD O �r' m MULCHING,NETTING.OR OTHER TREATMENT APPROVED BY THE CRY OF RENTON, 4 �,�Q - I I OUTSIDE THE SPECIFIED TIME PERIOD. I ,> elJ'DO _ I x Q z S m B. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH • • }4�F K I• • O �, � EXCEEDS 6 INCHES,A FENCE,A MINIMUM OF 3 FEET HIGH IS REQUIRED,WITH 3:1 SIDE `p o�p gry0 I_ EXISTING Taw/ SLOPES. 'r.' �V-v,'4��l.O • • i I-� BUILDING 0 Or L v� f TO REMAIN R a J Z 1 i( 02 9. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE,24'X 50'X B'OF 4 TO 6 INCH •° •D�•G� ` t , v I�= a QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS �� a Q a TO THE CONSTRUCTION SITE. 20t< -?' I Z Cl) ""•.:: :� s 4'u , �,` '' Q CC • L. Tor.B�`:f Z CONSTRUCTION SEQUENCE: J • w O O y 'J r- = j v �x W GE (1) PRE-CONSTRUCTION MEETING W/CITY OF RENTON. `�,1 -�.� I Z > (2) FLAG OR FENCE CLEARING LIMITS. • ,�; — , IM CC Q (3) INSTALL CATCH BASIN PROTECTION. >g lr., • • _'+•'• ,5%- •I s i (4) GRADE AND INSTALL CONSTRUCTION ENTRANCE ,I: • - 8 (5) INSTALL PERIMETER PROTECTION(SILT FENCE,BRUSH BARRIER,ETC.). V i f: (6) CONSTRUCT DETENTION POND CB R:V,=1 i 70,, '! • • O 5 (7) GRADE AND STABILIZE PARKING AREA C 1 J • ''1 ._L (8) COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS A S' 'J --�TO BE REMOVED �-•-� 4"' , Cu 3 (9) DURING THE WET SEASON WITH STRAW,WOOD FIBER MULCH. COMPOST,PLASTIC SHEETING OR EQUIVALENT. • 1...= `(10) STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS, ." `, . 0 I-(11) SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN THIRTY DAYS. � ,..-•� Z2' F _, y........ .-•• _UPON COMPLETION OF THE PROJECT,ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IFAPPROPRIATE I ....'� jf!itn H e # I W I ` ............... ......... .......... `'TO•REMAIN Of z y Q ✓O'1•y' •Ti�T�T._7.._T: —�—T T_ ,-'l —_'dd• Z ¢ TO MAIM••.. J�O .� �i I �__._F �\` -SILT FENCE'(TYP.)IRE •Z rn a^O 5. '24'£NC- / } 5(5 IJMIIS OF CLEARING(TYP.) ^Q z w .c -1;15- /' ` • 3NN Z- I TOP 24•CAC:=15.4B_ IYi ___ ' m (E.'rrOSEU NH) •_. N rn Y v v N,sd1M.S1 �.. �� of NA y �, �j� io C y� Q �, ' o 1 1 . : �L1 i 35874 E 2 rn fSS ONA LT`EW�\*``� (rb'�.`4 CO i EXPIRCITYDOF RENTON co OEPART.•MENT OF PUBLIC WORKSr. . ail o l_.. al DESIGNED GMT_-. O _ I I I Z r DRANK GMT _-.. DARE F3E N0. - _ _-_ C/ECI(ED TIRE__ SCALE ___ FELD BDDK .._PAGE W NO' File: P:\SDSI,,PRVJ\739G\ENGINEERING\7396-EI.DLVG Dole/Time: 02;03/2000 09:01 Scule: 1=20 chris 5refs: Z7.396-T,Z7396-131,Z7396-S. SON BY APPR DAE APPravED _ ___K rc_�___ _ (j T. °� 3 m • I I - F- F- ,i /Ii !C WIRE— APPARENT OPENINGSIZE(ADS): 80 US STANDARD SIEVE(0.180 MM)II II CL II II . GTH: 130 II NcrE. I • TRAPEZIODAL TEAR: • 85 LBS Z z _ vlx This debris carrier i 'a- nut..lar••-D_caoys on cLes li "�� - """ i� �i WATER FLOW RATE. 110 GPM/F12 0 0 --- 30 Ala.and Ona..e See Fig a•T 3 4.1 I rr�dao-is I, i i i ,`r_.-j�'Lj�_! - PREMEABILITY: 0.38 CM/SECOND Z • \ tnr^er'S d T'iPYS 1 r,ivr 2inp (eon>^iv C•roy Or` -1--. I r .'-i-_ CC vt UN, s!des!oces I=V(-1i LT 1 I igf,_FLI_lV =1.r'I -'Cv �' \ �1 2. AN s:vei oa^Ls n:Is1 to Ha:vs/Iced ano ospHNIt :[ 1_-:R-,L ;{If-11-111,1:la: I- '' -1-1 Tr( )-- O routed Orencrenl 1 c- -:c.). " 614tLiQr'i- DIMENSIONS:' cn z Z — \ `\\ I 3. i:'IP•snOctn In:e.-car :P.�eq,.F-.s Dal is to sve,rr 2'z4'DOUC.FIR OR EQUAL -6"i6`TRENCH SKIRT: 24"x36' �- LO _ deans carrivt In pc, W I cn .0 iiiiiJi FILTER FABRIC MATERIAL L() ilillibiti7lh____k.,>". MI IIIiI I) 2'x2"x14 GA W.W.F. '�- SOCK FILTER/SEPARATOR: 10"D x 24"L 2 co O re re \ _ DISPOSAL REQUIREMENTS: CC '>- CI) O w J / / �•-J/A'9tA Sx(D:,I ma f •AMI��� 3/4"-1 1 2'WASHED ROCK .N NOTES: CONSULT FEDERAL.STATE.AND LOCAL REGULATORS O < O P!PF f.F.I ISR( f /SPOT VEL: L'AIS 7D END VIEW / 1.PLACE I'OF 3/4"-1 1/2-WASHED ROCK FOR DISPOSAL OF INSERTS Z Z < F, LE�� CNP^.R CP°P nT IFAST _CURRLLA f,ONS OR PEA GRAVEL. OR PEA GRAVEL ON BOTH SIDES OF FENCE _-, SNCU-I-`.V'E"R:II'r 11E-A_:+11'L I vP> DEBRIS BARRIER • • TO CREATE A BEVEL SHAPE. O An Z C° 0 LL. 6"x6"TRENCH V p (U 3:7t- "^CoCP SN__iF I 2.FABRIC SHALL COVER BOTTOM OF 6"x6' F- Z N Q IBIER:OF PIPE. •0 ,•- Ir_Iii r TRENCH AND EXTEND BEYOND THE LIMITS OF O �'o THE GRAVEL AlORDER TO MAINTAIN AN EXCESS INLET 0 M COL) c) ADOPTED I I INSERT SHALL BE DIRTRAP, ULTRA DRAINCAURD `L arc a RLNroN 2'EXCESS OVERLAP-I F-I I OR APPROVED EQUAL G SIDE VIEW III- OVERLAP OF 2"MINIMUM AS SHOWN IN sar am+ TYPICAL CROSS-SECTION. OD O I ,sr BOB.ENI ,:nsyv, 6• OVERFLOW PROTECTION0 DATE REVISION BY(6PPR'q DWG. NAME:BR1D SP PAGE:8047 MIN. J TYPICAL GROSS SECTION a.,• `;f1i-. SKIRT FILTER FABRIC SILT FENCE DETAIL• HANDLING STRAP � ry_f. %,: HANDLING STRAP 2"COMPACTED DEPTH .`.•NOT TO SCALE _ ,__ CLASS'B'A.C.PAVEMENT _cti4 5.y 4"COMPACTED DEPTH CRUSHED— = F... ii,n o ROCK BASE COURSE : -'Y "" E-I 3 =_--- — _'-_--- ACCESS MANHOLE �f`t.'? y "' cn -J ?:ti(JCL.,6,r, ;:3:a b' rg V � t �c�}r}i� r y_,. a 0 r,0 r.2 C' LADDER STEPS _:•Ai-;i Q 1rr--,,1/W�jj <)°0n000 0 0, 'rn0 ��n oua _�rcKr -!P ;j:d Ui c \� Q z :6 m ` r- - ?'SO )� SEDIMENT COLLECTION Q `�rR� rn Q Z -i �i 12'SUBGRADE COMPACTED TO 957. - ( EROSION CONTROL, CATCH BASIN INSERT a • -—"-- -' .. 11 -... -. NOT TO SCALE Q TYPICAL PAVING SECTION .� - . a '(E, &.S , (ALTERNATIVE: 3"ATB W/2'CLASS•B'A.C.PAVEMENT) NOT TO SCALE ELBOW Z z (LS1�'61,L O`,� O i0 PLAN VIEW �� CONSTRUCTION ENTRANCE IIOTFS• `s' -__I O 1. IT SHALL BE THE CONTRACTORS RESPONSIBLITY w w CB#1, CONTROL STRUCTURE ;e " FOR MAINTAINING&CLEANING THE APPROACH �p CC cc SCALE: 1"=2' 2. IFIFN A REGULAR DIRECTE BY THBASIS. ICOUNTY ADDITIONAL QUARRY Rf'OJ\� U' • • -' S' SPALLS MUST BE ADDED. �Rt�f O .;)y J. 3. THE CONSTRUCTION APPROACH MUST BE LOCATED pp�. • 17 }: AT THE PERMANENT APPROACH LOCATION. I _ I ,//0/�/ j"� 0 • `R 4'BOTTOM WIDTH I F'NS /00 / SO W II NOTES: 0. , '"ll J 1. PIPE SIZES&SLOPES.SEE PLAN. Epf 4/')(J�'y 60 F- / FRAME AND LADDER OR STEPS G .-Pr(1�5:7t4D TYPICAL BIOSWALE SECTION 2. METAL PARTS' OFFSET(SEE PLAN VIEW) \ ROUND SOLID COVER �p' ('S O, )G(, A.CORROSION RESISTANT OR GAL- RIM=18.45 MARKED"DRAIN" ll C1 NOT TO SCALE VANIZED OR ALUMINIZED TYPE II, WITH LOCKING BOLTS. 0 tT� S�.I._P3)C"�0�:_.. cn 1 B.IF GALVANIZED STEEL PIPE. 4-MIN 0 ...�r)�1(�-eP^ f- z V HAVE ASPHALT TREATMENT I. 0° ) / O zI. _ R=25.MIN. �TJ `` O z 10 L, 14 3. FRAME&LADDER OR STEPS OFFSET SP. 'f'�� _ 1v .-s to S� A.CLEANOUT GATE IS VISIBLE �._� % 8" `. 1p lJ 0- '^ Ig I FROM TOP. STANDARD GALVANIZED 4"-6"QUARRY SPALLS Z 2 w EMERGENCY OVERFLOW LADDER OR STEPS t'-I N m WATER SURFACE B.CLIMBDOWN SPACE IS CLEAR OF OVERFLOW ELEV=16.70 11 2 FREEBOARD .tl_(SEE FIG.4.4.4A) RISER CLEANOUT GATE. 4 1/2"CLEAR SHEAR GATE < r7 N N p Q CONTROL STRUCTURE BERM EYOV,IXYENT11 ET- OVERFLOW w5. C.FRAME IS CLEAR OF CURB. 1 N- . Z w I • - II EMERGENCY OVERFLOW W.S.''''VV � .; ;.+FF-..,, '�.� TEMPORARY CONSTRUCTION ENTRANCE - W OVERFLOW W5.�\� DEBRIS BARRIER - 1 ' n Q I L z o OND DESIGN W.S. \ SEE FIG.4-3-4G TABLEPER L 9'IqN,THICKNESS ROCK IMI NOT TO SCALE _ N w(2- ,4 PROTECTION PER{F- 2 YAX GROUND d'3'� TABLE a.3.6A �Z•MW III/ "-1--^ AC ' DEBRIS BARRIER L- 1 GROUND L W IE=14.94(127 N Z N N C y SEE FlG.4-3-4c n v ORIFICE f2 DD w"r`I' > m IE=14.94(I2') z I��- Y�--"� U,rl 1f10 YEAR W.S. EYERCENCf OVERFLOW SPILLWAY o = i __.i____-._-. _h - d 1 • NOT SCALE 6- RISER I D ETER31 15/16" • 6"DEAD STORAGE J 2 Cb 4'O A• 'KEY'EXCAVATED -'FJ b_y �,�tA.SING G� A N s -_ 6'YIN. INTO NATIVE GROUND ORIFICE B7, Q�Q- pf WAS • `%�d n��d2 SECTION A-A PARKING LOT A, NO SCALE g LEVEL ELEV=12.94 5'LE 12-MIN DIAMETER=1 7/8" - .- ORttIUFERENTDt LENGTH ` •' ` Q ,. z • OF OPENING SIZED FOR _ - • I• I ' FRAME/GATE FOR DESIGN FLOW 0 6'DEPTH I�1'�F JL I REMOVABLE WATER-TIGHT A U _ CONTROLLED POND 6'YIN. OVERFLOW W.S. _ I ._' •,-H COUPLING OF FLANGE q gf.35874�p .`k l Z VERTICAL BARS DE 1 POND DESIGN wS -�.,, r'ti: r „ r_+rll-. •' 'I✓=11� PLATE WELDED TO ELBOW ,\ f1s70NAiI L CN\�� �v cot,.' _ / (ORMER®IOwOSYSTEYS PoND HIMEAD 5TOAAOE WITH ORIFICE AS SPECIFIED p COS I -' I CA ACCEPTABLE IF APPOVED I EXPIRES 6-30-00 BYBALDD)+EEE ALSO,SYSTEM SECTION B-e CD , sECTON P-o NO SCALE CITY OF RENTON co NO SCALE DEPARTMENT OF PUBLIC WORKS I (AS REO "-f�FPEH) 6'LAN 1 li _ —011 L� 1 f��/ CB#1,TYPE 2-54" O �= .IF Trr-':,'_ CONTROL STRUCTURE (PER C.O.B. DETAIL B028) - ' - C�\1 -'J� �t`I' ear- ADOPTED m •_ 2'ASPHALT me Or^TTT0I. SCALE: 1-=2 DESIGNED CIA" __ O .._._ - (FOR SPILLWAY ON ACCESS RDsJ . • Tom! — 7 \ Lx nm Due DRAWN CMj_ -_ —___- • , I I Z I BATE I WAWA! jar LAPeR'O7 DWG.NAME DWG8BR I2 Sp PAGE:PACE/8039 _ CHEex® DMS .. _ SCALE PEED BOOK. PACE ND. E» DN BY APPR DALE A, ... ---- 3 3 1 I FIIe' P:\SDSNPRQJ\7354VEYGUIEEPING\7396-D1.DY1G Dote/Time. C'_/03/2000 03:30 SCOle: I=1 Chris%refs: Z7356-61, o�rna�.a,n a "' __ -__ _ ., m SECTION 2 PRELIMINARY CONDITION SUMMARY 7396.006[DMS/jss/sm] SECTION 2-PRELIMINARY CONDITION SUMMARY This project has no city-mandated project-specific conditions associated with it. However, the project is subject to the 1990 King County Surface Water Design Manual Core and Special Requirements. Please find below a summary of each requirement and the corresponding action that will be taken(if any)by this project. DISCUSSION OF CORE REQUIREMENTS AND SPECIAL REQUIREMENTS OF THE 1990 KING COUNTY SURFACE WATER DESIGN MANUAL (KKSWDM) Core Requirement No. 1: Discharge at the natural location. The storm drainage flows from this project will, for the most part, discharge to the natural location that is defined by the existing topography. Core Requirement No. 2: Off-site analysis. The downstream system has been analyzed for potential or existing problems. Core Requirement No. 3: Runoff control. Runoff control for this project has been proposed by virtue of a detention facility designed in accordance with the 1990 King County Surface Water Design Manual. Core Requirement No. 4: Conveyance system. The conveyance analysis that was performed for the proposed storm drainage system is contained in Section 5.0 of this TIR and has been prepared according to the 1990 King County Surface Water Design Manual. Core Requirement No. 5: Temporary erosion and sedimentation control. Temporary erosion control measures for this project include a stabilized construction entrance, perimeter runoff control, catch basin protection and construction sequence. Core Requirement No. 6: Maintenance and operation. The drainage facilities for this project will be maintained by the owner. Therefore, a maintenance and operations manual has been prepared for this project. Core Requirement No. 7: Bonds and liability. Acknowledged as a permit issuance requirement. Special Requirement No. 1: Critical drainage areas. The project does not lie within a designated critical drainage area. We understand that this project is located within one mile of a Class 3 stream. However, because this project is not proposing more than one acre of impervious surface subject to vehicular traffic, an open wet pond has not been designed for this project. Special Requirement No.2: Compliance with and existing master drainage plan. The project has been designed to comply with the 1990 King County Surface Water Design Manual. It is our understanding that no special provisions are required within this drainage basin. Special Requirement No. 3: Conditions requiring a master drainage plan. A master drainage plan is not required as part of this project. Special Requirement No.4: Adopted basin or community plans. The project lies within the Green River Basin. Special Requirement No.5: Special water quality controls. As discussed above,the water quality facility has been designed in accordance with the 1990 King County Surface Water Design Manual. 7396.006[DMS/jss/sm] Special Requirement No. 6: Coalescing plate oil/water separators. This project will not construct more than 5 acres of impervious surface subject to high vehicular use; therefore, a coalescing plate oil/water separator is not required. Special Requirement No. 7: Closed depressions. The project will not discharge to an existing closed depression; therefore this requirement does not apply. Special Requirement No. 8: Use of lakes, wetlands, or closed depressions for runoff control. This project does not propose to use a lake, wetland, or closed depression for peak runoff control;therefore,this requirement does not apply. Special Requirement No. 9: Delineation of the 100-year floodplain. The 100-year floodplain boundary is not within the limits of this project, nor is it within the limits of any of the adjacent properties to this project. Special Requirement No.10: Flood protection facilities for the Type 1 and Type 2 streams. This project does not contain or abut a Class 1 or Class 2 stream that has an existing flood protection facility;therefore, this requirement does not apply. Special Requirement No. 11: Geotechnical analysis and report. This project does not propose to construct a pond within 200 feet of the top of a steep slope or on a slope with a gradient steeper than 15 percent or using a berm higher than 6 feet; therefore, this requirement does not apply. Special Requirement No. 12: Soils analysis and report. The soils on this site have been mapped by the SCS classification system; therefore, this requirement does not apply. Y q PP .Y 7396.006[DMS/jss/sml SECTION 3 OFF-SITE ANALYSIS 7396.006[DMS/jss/sm] SECTION 3 -OFF-SITE ANALYSIS The project is located in the Green River Drainage Basin. The topography in the area of the project is generally flat with no identified upstream drainage basin. There are two very small sub-basins located on the project site. Approximately one-half of the area to be constructed (0.20 acre) drains to the north by sheetflowing off the site into an existing parking lot that the Cummins Northwest operation currently maintains. This flow is conveyed in storm pipes to the north through a series of conveyance pipes, under Grady Way S.W., where it is conveyed west toward the PI channel. The southern drainage sub-basin, also approximately 0.20 acre, drains to the south into the Interstate 405 right-of-way. Immediately adjacent to the extreme southwest corner of the project site,within the Interstate 405 right-of-way,is an existing 24-inch concrete pipe which conveys storm drainage flows under the state right-of-way to the south side of Interstate 405. The water is then discharged into another ditch on the south side of Interstate 405 where it is conveyed west to the P1 channel. Both drainage sub-basins end up in the P1 forebay. Our field investigation resulted in the discovery that no drainage problems exist in any of the systems conveying flows from the project site to the P1 channel. The nature of the ditches and conveyance systems appear to be grossly oversized with no noted conveyance or blockage problems. 7396.006[DMS/jss/sm] • SECTION 4 STORM DRAINAGE FACILITIES (RETENTION/DETENTION) ANALYSIS AND DESIGN 7396.006[DMS/jss/sm] SECTION 4 - STORM DRAINAGE FACILITIES (RETENTION/DETENTION) ANALYSIS AND DESIGN Detention Facility: This project proposes to construct a detention pond according to the 1990 King County Surface Water Design Manual,as adopted by the City of Renton. This facility has been sized using the 1990 King County Surface Water Design Manual to detain the post-developed 2-year/24-hour and 10-year/24-hour storm drainage flows from the project site. These flows will be detained and metered out at the pre-developed rate through the employment of a flow control structure,also designed in accordance with the 1990 King County Surface Water Design Manual. The pond is located at the extreme southwest corner of the proposed parking lot, immediately adjacent to the parking field. The bottom elevation of this pond is approximately 15.0, with a maximum water surface elevation of 18.0. The total required storage is approximately 566 cubic feet. The project has been designed to sheetflow water across the entire parking lot surface to a location on the south side of the proposed parking lot where it is discharged into a biofiltration swale. The biofiltration swale discharges directly into the proposed detention facility where flows are metered out at the pre-developed flow rate. Because of the very small size of the proposed detention facility, no access road has been proposed to the bottom of the facility. Instead, access will be gained from the adjacent parking lot on two sides of the drainage facility. Approximately 50 percent of the slopes proposed in the detention facility are at 3:1. The other 50 percent are at approximately 2:1. This project has also proposed a 100-year emergency overflow route to the south, discharging into the Interstate 405 right-of-way, served by a 24-inch concrete culvert underneath Interstate 405. Water Quality Facility: This project proposes to construct a 16-linear foot, 4-foot-wide biofiltration swale at 1.25 percent. This biofiltration swale has been designed in accordance with the 1990 King County Surface Water Design Manual by first calculating bottom width of the swale assuming a 200-foot length. The swale has been shortened with a corresponding amount of surface area to provide comparable treatment area. Calculations have also been performed to verify that the soil is able to convey the 100-year/24-hour design flows with 1 foot of freeboard in the biofiltration swale. 7396.006[DMS/jss/sm] 1/25/00 1 :25 :59 pm Shareware Release page 1 CUMMINS NORTHWEST, INC. RENTON, WA BCE JOB#7396 BASIN SUMMARY BASIN ID: 100YRPRE NAME: 100 YEAR PREDEVELOPED SBUH METHODOLOGY TOTAL AREA • 0 .48 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 . 90 inches AREA. . : 0 .48 Acres 0 . 00 Acres TIME INTERVAL 10 . 00 min CN • 90 . 00 0 . 00 TC • 21 . 62 min 0 . 00 min ABSTRACTION COEFF: 0 .20 TcReach - Sheet L: 170 . 00 ns : 0 . 1500 p2yr: 2 . 00 s : 0 . 0265 TcReach - Sheet L: 65 . 00 ns : 0 . 1500 p2yr: 2 . 00 s : 0 . 0960 PEAK RATE : 0 .26 cfs VOL: 0 . 11 Ac-ft TIME : 480 min BASIN ID: 100yrpos NAME: 100 YEAR POSTDEVELOPED SBUH METHODOLOGY TOTAL AREA • 0 .48 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 . 90 inches AREA. . : 0 . 15 Acres 0 . 33 Acres TIME INTERVAL 10 . 00 min CN • 90 . 00 98 . 00 TC 5 . 00 min 5 . 00 min ABSTRACTION COEFF: 0 . 20 TcReach - Sheet L: 170 . 00 ns : 0 . 1500 p2yr: 2 . 00 s : 0 . 0265 TcReach - Sheet L: 65 . 00 ns : 0 . 1500 p2yr: 2 . 00 s : 0 . 0960 PEAK RATE: 0 .37 cfs VOL: 0 . 14 Ac-ft TIME : 480 min BASIN ID: 10YR/PRE NAME: 10 YEAR PREDEVELOPED SBUH METHODOLOGY TOTAL AREA • 0 .48 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 2 . 90 inches AREA. . : 0 .48 Acres 0 . 00 Acres TIME INTERVAL 10 . 00 min CN • 90 . 00 0 . 00 TC • 21 . 62 min 0 . 00 min ABSTRACTION COEFF: 0 .20 TcReach - Sheet L: 170 . 00 ns : 0 . 1500 p2yr: 2 . 00 s : 0 . 0265 TcReach - Sheet L: 65 . 00 ns : 0 . 1500 p2yr: 2 . 00 s : 0 . 0960 PEAK RATE: 0 . 17 cfs VOL: 0 . 08 Ac-ft TIME: 480 min 1/25/00 1 :25 : 59 pm Shareware Release page 2 CUMMINS NORTHWEST, INC. RENTON, WA BCE JOB#7396 BASIN SUMMARY BASIN ID: 10yrpost NAME: 10 YEAR POSTDEVELOPED SBUH METHODOLOGY TOTAL AREA • 0 .48 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP ' I PRECIPITATION • 2 . 90 inches AREA. . : 0 . 15 Acres 0 . 33 Acres TIME INTERVAL 10 . 00 min ' CN • 90 . 00 98 . 00 TC 5 . 00 min 5 . 00 min ABSTRACTION COEFF: 0 .20 TcReach - Sheet L: 170 . 00 ns : 0 . 1500 p2yr: 2 . 00 s : 0 . 0265 TcReach - Sheet L: 65 . 00 ns : 0 . 1500 p2yr: 2 . 00 s : 0 . 0960 PEAK RATE: 0 . 26 cfs VOL: 0 . 10 Ac-ft TIME : 480 min BASIN ID: 2YR/POST NAME: 2 YEAR POSTDEVELOPED SBUH METHODOLOGY TOTAL AREA • 0 .48 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 2 . 00 inches AREA. . : 0 . 15 Acres 0 . 33 Acres TIME INTERVAL 10 . 00 min CN • 90 . 00 98 . 00 TC 5 . 00 min 5 . 00 min ABSTRACTION COEFF: 0 .20 TcReach - Sheet L: 170 . 00 ns : 0 . 1500 p2yr: 2 . 00 s : 0 . 0265 TcReach - Sheet L: 65 . 00 ns : 0 . 1500 p2yr: 2 . 00 s : 0 . 0960 PEAK RATE: 0 . 17 cfs VOL: 0 . 06 Ac-ft TIME: 480 min BASIN ID: 2YRPRE NAME: 2 YEAR PREDEVELOPED SBUH METHODOLOGY TOTAL AREA • 0 .48 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE • TYPE1A PERV IMP PRECIPITATION • 2 . 00 inches AREA. . : 0 . 48 Acres 0 . 00 Acres TIME INTERVAL 10 . 00 min CN • 90 . 00 0 . 00 TC • 21 . 62 min 0 . 00 min ABSTRACTION COEFF: 0 .20 TcReach - Sheet L: 170 . 00 ns : 0 . 1500 p2yr: 2 . 00 s : 0 . 0265 TcReach - Sheet L: 65 . 00 ns : 0 . 1500 p2yr: 2 . 00 s : 0 . 0960 PEAK RATE: 0 . 09 cfs VOL: 0 . 04 Ac-ft TIME: 480 min 1/25/00 1 :25 :59 pm Shareware Release page 3 CUMMINS NORTHWEST, INC. RENTON, WA BCE JOB#7396 BASIN SUMMARY BASIN ID: BIOCALC NAME: 64% OF 2YR POST DEVELOPED FLOW SBUH METHODOLOGY TOTAL AREA 0 .48 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 1 .28 inches AREA. . : 0 . 15 Acres 0 .33 Acres TIME INTERVAL 10 . 00 min CN • 90 . 00 98 . 00 TC 5 . 00 min 5 . 00 min ABSTRACTION COEFF: 0 .20 TcReach - Sheet L: 170 . 00 ns: 0 . 1500 p2yr: 2 . 00 s : 0 . 0265 TcReach - Sheet L: 65 . 00 ns : 0 . 1500 p2yr: 2 . 00 s : 0 . 0960 PEAK RATE: 0 . 10 cfs VOL: 0 . 04 Ac-ft TIME: 480 min I • ' I 1/25/00 1 :25 : 59 pm Shareware Release page 4 CUMMINS NORTHWEST, INC. RENTON, WA BCE JOB#7396 STAGE STORAGE TABLE TRAPEZOIDAL BASIN ID No. pond Description: POND Length: 14 . 00 ft . Width: 11 . 00 ft . Side Slope 1 : 3 Side Slope 3 : 2 Side Slope 2 : 3 Side Slope 4 : 2 Infiltration Rate : 0 . 00 min/inch STAGE <----STORAGE----> STAGE c----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- 1 15.00 0.0000 0.0000 15.90 196.27 0.0045 16.80 531.22 0.0122 17.70 1040 0.0239 15.10 16.048 0.0004 16.00 226.00 0.0052 16.90 578.51 0.0133 17.80 1109 0.0254 r i 15.20 33.424 0.0008 16.10 257.49 0.0059 17.00 628.00 0.0144 17.90 1180 0.0271 15.30 52.176 0.0012 16.20 290.78 0.0067 17.10 679.73 0.0156 18.00 1254 0.0288 15.40 72.352 0.0017 16.30 325.94 0.0075 17.20 733.74 0.0168 18.10 1331 0.0306 15.50 94.000 0.0022 16.40 362.99 0.0083 17.30 790.10 0.0181 18.20 1410 0.0324 15.60 117.17 0.0027 16.50 402.00 0.0092 17.40 848.83 0.0195 18.30 1493 0.0343 15.70 141.90 0.0033 16.60 443.01 0.0102 17.50 910.00 0.0209 15.80 168.26 0.0039 16.70 486.06 0.0112 17.60 973.65 0.0224 I � a i 1/25/00 1 :25 : 59 pm Shareware Release page 5 CUMMINS NORTHWEST, INC. RENTON, WA BCE JOB#7396 STAGE DISCHARGE TABLE COMBINATION DISCHARGE ID No. COMBO Description: COMBO Structure: ORFICE1 Structure: Structure : RISER Structure : f Structure : • STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> (ft) ---cfs (ft) ---cfs (ft) ---cfs (ft) ---cfs } 15.00 0.0000 15.90 0.0836 16.80 0.4962 17.70 4.0439 15.10 0.0279 16.00 0.0881 16.90 1.0692 17.80 4.2353 15.20 0.0394 16.10 0.0924 17.00 1.8077 17.90 4.4182 15.30 0.0483 16.20 0.0965 17.10 2.6082 18.00 4.5938 15.40 0.0557 16.30 0.1004 17.20 2.8989 18.10 4.7629 15.50 0.0623 16.40 0.1355 17.30 3.1621 18.20 4.9261 15.60 0.0682 16.50 0.1522 17.40 3.4046 18.30 5.0840 15.70 0.0737 16.60 0.1657 17.50 3.6305 15.80 0.0788 16.70 0.1775 17.60 3.8429 � I I � I ' � I 1/25/00 1 :25 :59 pm Shareware Release page 6 CUMMINS NORTHWEST, INC. RENTON, WA BCE JOB#7396 STAGE DISCHARGE TABLE MULTIPLE ORIFICE ID No. ORFICE1 Description: ORFICE 1 Outlet Elev: 15 . 00 Elev: 13 . 00 ft Orifice Diameter: 1 . 8018 in. Elev: 16 . 30 ft Orifice 2 Diameter: 1 . 9102 in. STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> (ft) ---cfs (ft) ---cfs (ft) ---cfs (ft) ---cfs 15.00 0.0000 15.90 0.0836 16.80 0.1882 17.70 0.2619 15.10 0.0279 16.00 0.0881 16.90 0.1981 17.80 0.2687 15.20 0.0394 16.10 0.0924 17.00 0.2074 17.90 0.2753 15.30 0.0483 16.20 0.0965 17.10 0.2162 18.00 0.2817 15.40 0.0557 16.30 0.1004 17.20 0.2246 18.10 0.2880 15.50 0.0623 16.40 0.1355 17.30 0.2326 18.20 0.2941 15.60 0.0682 16.50 0.1522 17.40' 0.2403 18.30 0.3001 15.70 0.0737 16.60 0.1657 17.50 0.2478 15.80 0.0788 16.70 0.1775 17.60 0.2549 I • • I I 1/25/00 1 :25 : 59 pm Shareware Release page 7 CUMMINS NORTHWEST, INC. RENTON, WA BCE JOB#7396 STAGE DISCHARGE TABLE RISER DISCHARGE ID No. RISER Description: RISER Riser Diameter (in) : 12 . 00 elev: 16 . 70 ft Weir Coefficient . . . : 9 . 739 height : 16 . 90 ft Orif Coefficient . . . : 3 . 782 increm: 0 . 10 ft STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> (ft) ---cfs (ft) ---cfs (ft) ---cfs (ft) ---cfs 16.70 0.0000 16.70 0.0000 16.80 0.3080 16.90 0.8711 I ' I - 1/25/00 1 :26 : 1 pm Shareware Release page 8 CUMMINS NORTHWEST, INC. RENTON, WA BCE JOB#7396 LEVEL POOL TABLE SUMMARY MATCH INFLOW -STO- -DIS- <-PEAK-> OUTFLOW STORAGE DESCRIPTION > (cfs) (cfs) --id- --id- <-STAGE> id (cfs) VOL (cf) 2 ROUTED 0.09 0.17 pond COMBO 16.07 1 0.09 247.01 cf 10 YR ROUTED 0.17 0.26 pond COMBO 16.58 2 0.16 435.13 cf . 3 6% FACTO Q 100 YR ROUTED 0.37 0.37 pond COMBO 16.78 3 0.37 520.59 cf or 50.07 565,61 cF 1 BIOSWALE Worksheet for Trapezoidal Channel Project Description Project File p:\sdskproj\7396\engineering\flowmaster\bioswale.fm2 Worksheet BIO SWALE Flow Element Trapezoidal Channel , Method Manning's Formula Solve For Bottom Width Input Data Mannings Coefficient 0.350 Channel Slope 0.012500 ft/ft Depth • 0.33 ft Left Side Slope 3.000000 H : V Right Side Slope 3.000000 H : V Discharge 0.10 cfs Results Bottom Width 0.84 ft Flow Area 0.60 ft2 Wetted Perimeter 2.93 ft Top Width 2.82 ft Critical Depth 0.07 ft Critical Slope 4.717572 ft/ft Velocity 0.17 ft/s Velocity Head 0.43e-3 ft Specific Energy 0.33 ft Froude Number 0.06 Flow is subcritical. 01/24/00 FlowMaster v5.15 01:55:12 PM Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 (203)755-1666 Page 1 of 1 BIOSWALE (100 YEAR FLOWS) Worksheet for Trapezoidal Channel Project Description Project File p:\sdskproj\7396\engineering\flowmaster\bioswale.fm2 Worksheet 100YR- BIOSWALE Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth • Input Data Mannings Coefficient 0.027 Channel Slope 0.012500 ft/ft Left Side Slope 3.000000 H : V Right Side Slope 3.000000 H : V Bottom Width 0.84 ft Discharge 0.37 cfs Results Depth 0.18 ft Flow Area 0.24 ft2 Wetted Perimeter 1.96 ft Top Width 1.90 ft • Critical Depth 0.15 ft Critical Slope 0.022884 ft/ft Velocity 1.53 ft/s Velocity Head 0.04 ft Specific Energy 0.21 ft Froude Number 0.75 Flow is subcritical. 01/24/00 FlowMaster v5.15 --102:00:24 PM Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 (203)755-1666 Page 1 of 1 I ! KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL 1 I FIGURE 3.5.1E 10-YEAR 24-HOUR ISOPLUVIALS .-- 2.1 ------:—r,.,�! mac- — ` •ti - —:- -=P--- - ----- - --• ------ ---- - --- -- 2 ', ! k - ���: a 1a ;. 4 1 . . .,i.,..,riiiiva .. „,4 • ?s „,,,, 4 , I 2.6 ./ . Affdieffilklk '&wririe01111,34411 lik-- ') 6't‘ -0 .. , 27 i limprillmilk). 1,17E4111For4 .... ‘.' -141101V1.11ft 4,---000 . 1 .4p4r.,!1:4 r - ,- lopriti\tka , t,,, ., ' : ,. . Q9 \, --‘NI14,1V.,ez70,-vicx- 44,111404 _Am A 1,,It,,, _,___ ..jq 1-13, ne.-4)*-- k •,, s ar Nati*lire c,..- L 3.0 . - - \ AlApv4e .""-4-- 14- 4',1/4,,1„,4,1,../9-.1 Lt Lfri.ia, iAPoi.srII„ilIeg._ ..I4t,1,1."t-.14is--itam._r ,' -.._II tIfs-.ortI44*Tt4 4i,‘E:Im r .' t 4 I i ., e y e,'A .. l,(0'* -I o 4 1' 1 lily me: T j� ��� �t 7 lt-,LL,oa tr: ` T ,, - 4 „,3.z ,,., „Fr, mi.. , .4„ ‘,..f :-Y> Aliol _ -k3 1 -,)"- view 4 olk 1 A . . i , � o ► N*:;-, -.. .S �I�S' • ili .. -\iii i AI . ' 10in; ,, 'callrig, . .... _ iiP' l‘c• , _ _______ Him, = Qr... ,r s.,,,. 1 L- r ` lip l -. .ij _ =•■1 W � ,1 - . -i - 90 2 1. \\ ' . 111,„irir A ‘4, 4116 ,... I i'1,41k -- `w"- 1,P-# 16,0 • r / ( ,,, .... -,,,,,,,,,.. ,--.,...,, _, )5"..,11 _ ' it__I - Ilielph ItIPV1W170r4 _ _ \ i Ow trig _ Irk-..,, iif ' \ APAIIIIIIAL4 MI OtisuyAk .,' . ' - — lirim ,..,..,. ___.- ,..„, „„,,,, ILZIMPIIII M \ -- Erik . . IF, io i -----416.4 ' / , '-- _ . , ' "lib -*fitialV % Irr :610 • \ .\f 't,..•1 III lb '• si.• A 4., i , Ill — :---, Atilingliail 'I it ' . ____, v,..wipirAtiiii , li, ,,.. _ 10-YEAR 24-HOUR PRECIPITATION • lrA�Ettirart o. 3.4r ISOPLUVIALS OF 10-YEAR 24-HOUR IV (W� i r/fI41111 ~�`" ` TOTAL PRECIPITATION IN INCHES r�O ��' �� y �i — ,� 0 1 2 3 4 5 6 7 8 Mlles 1:300,000 3.5.1-10 �Cj 1/90 40 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL FIGURE 3.5.1C 2-YEAR 24-HOUR ISOPLUVIALS \------ : liritailA lt 0 III io hp - ' ..,i- , , .. . -...,-- \\ Ikr-4-13FALV-142?,14 ,•ftra ..4.ks,_4A11Wilet , A , ;'sf. Vrifil I Y 0 IN 1\\ 1 ' V k -*A 1 , ismgmi\ 1111/11111 ,A •,&( i , ZO - 1%OA Nifrarri J4 git cr1 VI 11 iiirg , , ..„(r4 l''''V 4 iiiittill. lik-1\-- N ‘ 6':'cc? . .. -' ‘,..,.1,...wiAll , to ,o...., ,,,,,s„ - IL „_..,.../..01 iiivipii , .. , __A „,.,,,,,..„ iq / -Im!4,1111Pr. ° irotwitir4, 11300 Iri, ii \ Ail 2.9 hIkVict.ubit-2 -- gitginiParly - ''z' 4,4 Np ''''' gle.• • ,....„4 , , -4, 04f :40orti-loirgi i- ,., �. �.'���• �► I `., ram- ka e /� i •I ki Aii, ,,,...,...„., 4ty alAtn, AMP il.r„,•eoedrfropilv , .A,-- . ,,,triumb,„,,,......1 0.7-riormi=............_, , _,,, '. 48it:! y )s,,iI,ptkli4rg?,., -h � `zillr= 0 .�1. - .1i.,i!.ri,1c,0x''"‘7".)1.1- 14 44 „ ij • ! .fitkk„N „ 1, � lilit ,a.. . i3O ► ' 0 ie A `� w,.r , tr- / Baur. ` vral i 14muni: 7 A"malLiv - Dr ' tklictriNIMPL41111*tV1111 41b41, ' ." 4 \ :: wrak,.. *Ali 144gionemalwritiptlIkkal i m, . _ ii i-- � , i'L - iiiikliptvitliquil,AZN37`.4NN. Iti Il. — .i_M-1:117**4."111"v - pr‘ , wA -... .,--:-.0,:vki\'', v. ,..... i \ / ili , ,,,,,,,,, ...„,a, ...., ._ ,,, % ; , --.-,--- ro, ,,wriiimitit r... ,Akk......k ‘, i 1 it -,,, Nwei 11 rilleririni c,- A.\\21LN dr Ts, i ME-1. - ---i. lomat( ani ii OM %. 4pk ‘,VA.to - i i 46, Wi� � � N dlia � i `�1. , girr to , Ili* ;4; '----A, 1104kILN 3- N. 4--1. siv.„: .- ...._,A,,,,, • . 6.,,, , lir %AIM 0...,-_-_-._.-'-'•-= \ :I L:p_opf, 4 --) , . ,,, , SW ildlit 1 ..,,, re. / N. JUR ip....,. .r..kw -- \ ,v. Flail 1,1111%4=1/01i. _if- \.. -- 1 k Ir. :),,i. 11.7-, -- . , .f 11 If , t; . ..iniliirgi ,Jyr 1 "IFF. vA VErillililw_11''12-YEAR 24-HOUR PRECIPITATION 1 ' iraFillIi ' , �� J 4, 'PR C'Jd' 'r 3.40 ' ISOPLUVIALS OF 2-YEAR 24-HOUR (11 `• I�AtIL1'%i TOTAL PRECIPITATION IN INCHES r�u''� ��r 35 - lir ev Mi ,,e • 0 1 2 3 4 5 6 7 8 Mlles ry cV n. - Iy ' i 1:300,000 3.5.1-8 • 1/90 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL FIGURE 3.5.1H 100-YEAR 24=HOUR ISOPLUVIALS lrN46 l :\ .rar, .n rt,,,t,,satf . t„i-. , ,.% 3.4 i/ fligA �I f r E.- ifit 41- ,i twvp Atilimi Air qi5 ! it tegOrd v idiangiamil LVIIIIIk kwr-t11 , lei:, movesigrogliitx nolgiarikNi. 1 1 p ! ION% _-04ftelri.. ; . Vi , .--- ( "1&:4414:Ntii:i-"Ims 4 ' IL.11: rb-7.4r7Z - Xr... 11 imill-rawigy ', 14;e: A31":' . r I Aldi 1 i 43 '44141 r _ i , 1��` Mom, -,�:�-ttuill':��., /ole Ion -.� 41-4 1 --•• . -.!-.,.,--„..... 4-Itisar.4 ,. -,11101irali.,71.161/ 10-4* / co:‹ . ` A.. it 1�`_� 1. i' ;;��;4�1�'�� %74-i-w � ,a_: ` © ���® y r l �� ' ,,♦fib���� �` '' i \Velliabrallty etlitilkit ' ro de„...ciam000-0 ,-/ ;Air* \ II I . littik,v" 1 itea,... --Air .--,› f.1,,\.„ _ . . . 24,-m .,AikAt,„., •...1:Npt t. * AP tvgopp$„k..,., ik., ! i - liiiimalot,„( .14.1 lipIrk, _ ..\- . kl !y gL_1 44:m1i,1 f kiazt1%iil tii-n'1it".o iPi-l '\t 1s t4'ai\i1/ 6 -rtli ikk, 3,Na-iv , i :;. N ".art•1 J��I�I: •'\ ����kbp1i-k--4-1-l117im (nA l � "'r ......-.... `�'� . rr- N Du ' . IMIctilkilk1114:101111 .4 s %AV 4lip, Wale VIP ' L,,, '4641 21Wori. . I --- P "; �IL L f '1 Ilirrer l� ► S M O. :( 11 aitAiiiipa . ,..„4.. - ----, ..,;� / MPRIKw, � •T Nip -�,, b, 1► �. , ..„7,...,... err 1:7(iviilwilit. .. , 1 ;. of i � \:. ,..,_,,_\ ..-...,..,, ,. �. .1 y� -'III - � �8 �� .� fsott - ...-- :----' .- ' ------- --- AAL*AtifArli IF! tri lk r_ • '-YEAR 24-HOUR PRECIPITATION 0 ViallifirirfilhO ... 65 I.4^ISOPLUVIALS OF 100-YEAR 24-HOUR �` � ��� MI: _ ¢ TOTAL PRECIPITATION IN INCHES voP�FAV I� 5.5 (1;11,,,W4, DP i 0 1 2 3 4 5 6 7 8 Mlles — r 3.5.1-13 tt4t• �O �I•, _ - i:3oo,000 1/90 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 CD 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 larid: 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 fair condition: grass cover on 50% to 75% of the area 77 85 90 92 Gravel roads and parking lots 76 85 89. 91 Dirt roads and parking lots 72 82 87 89 Impervious surfaces, pavement, roofs, etc. 98 98 98 O. -4 Open water bodies: lakes, wetlands, ponds, etc. 100 100 100 100 Single Family Residential (2) • Dwelling Unit/Gross Acre °,6 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 DUJGA 50 6.0 DU/GA 52 6.5 DU/GA 5.4 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. a 3.5.2-3 11/92 • 1 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. j i FIGURE 3.5.2A HYDROLOGIC SOIL GROUP OF THE SOILS IN KING COUNTY I . , HYDROLOGIC HYDROLOGIC SOIL GROUP GROUP* SOIL GROUP GROUP* Alderwood C Orcas Peat D Arents, Alderwood Material C Oridia D Arents, Everett Material B Oval! C Beausite _C Pilchuck C Bellingham D Puget D Briscot D Puyallup B - Buckley D Ragnar B Coastal Beaches Variable Renton D Earimont Silt Loam D. Riverwash Variable Edgewick C Sala! C Everett A/B 'Sammamish D Indianola A Seattle . D - Kitsap C Shacar D Klaus - C Si Silt C Mixed Alluvial Land Variable Snohomish D Neilton A Sultan C Newberg B Tukwila D Nooksack C Urban Variable Normal Sandy Loam D Woodinville D HYDROLOGIC SOIL GROUP CLASSIFICATIONS • A. (Low runoff potential). Soils having high infiltration rates, even when thoroughly wetted, and consisting chiefly of deep,well-to-excessively drained sands or gravels. These soils have a high rate of water transmission. 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 soils have a very slow rate of water transmission. ' * From SCS,TR-55, Second Edition,June 1986, Exhibit A-1. Revisions made from SCS, Soil Interpretation Record, Form #5, September 1988. IPS 3.5.2-2 11/92 SECTION 5 CONVEYANCE SYSTEM DESIGN AND ANALYSIS 7396.006[DMS/jss/sm] SECTION 5-CONVEYANCE SYSTEM DESIGN AND ANALYSIS Two pipes have been proposed as part of this project. There is one pipe extending from the bottom of the detention facility into the flow control structure,and one pipe from the flow control structure to the discharge point at the southwest corner of the property. These pipes have been determined to be more than adequate to convey the 25-year/24-hour design storm. In addition,we have also verified that the two pipes can convey the 100-year/24-hour design storm. All calculations have been attached as part of this section. 7396.006[DMS/jss/sm] Pipe calc for Cummins NW Worksheet for Circular Channel Project Description Project File p:\sdskproj\7064\engineering\flowmaster\bioswale.fm2 • Worksheet pipe calc Flow'Element Circular Channel Method Manning's Formula Solve For Discharge Input Data Mannings Coefficient 0.013 Channel Slope 0.005000 ft/ft Depth 0.90 ft Diameter 12.00 in Results Discharge 2.68 cfs Flow Area 0.74 ft2 Wetted Perimeter 2.50 ft Top Width 0.60 ft Critical Depth 0.70 ft Percent Full 90.00 Critical Slope 0.008028 ft/ft Velocity 3.61 ft/s Velocity Head 0.20 ft Specific Energy 1.10 ft Froude Number 0.57 Maximum Discharge 2.71 cfs Full Flow Capacity 2.52 cfs Full Flow Slope 0.005680 ft/ft Flow is subcritical. • 02/07/00 FlowMaster v5.15 09:21:14 AM Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 (203)755-1666 Page 1 of 1 Pipe calc for Cummins NW Cross Section for Circular Channel Project Description Project File p:\sdskproj\7064\engineering\flowmaster\bioswale.fm2 Worksheet pipe calc Flow Element Circular Channel Method Manning's Formula Solve For Discharge Section Data Mannings Coefficient 0.013 Channel Slope 0.005000 ft/ft Depth 0.90 ft Diameter 12.00 in Discharge 2.68 cfs • 12.00 in 0.90 ft 1 V N H 1 NTS 02/07/00 FlowMaster v5.15 09:21:30 AM Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 (203)755-1666 Page 1 of 1 i I I t { SECTION 6 SPECIAL REPORTS AND STUDIES l 1 r"i 1 ' 7396.006[DMS/jss/sm] I I I SECTION 6-SPECIAL REPORTS AND STUDIES No special reports or studies were prepared for this project. Therefore, no attachments are present in this section. a , • it , r . 7396.006[DMS/jss/sm] i 4 • r ' • • SECTION 7 BASIN AND COMMUNITY PLAN AREAS 7396.006[DMS/jss/sm] SECTION 7-BASIN AND COMMUNITY PLAN AREAS I I � ' 1 � I 7396.006[DMS/jss/sm] y SECTION 8 OTHER PERMITS • • 1 ' L 7396.006[DMS/jss/sm] ( i a SECTION 8 —OTHER PERMITS 7396.006[DMS/jss/sm] 1 I f ' SECTION 9 EROSION/SEDIMENTATION CONTROL DESIGN I ' 1 • • 7396.006[DMS/jss/sm] SECTION 9-EROSION/SEDIMENTATION CONTROL DESIGN Standard Best Management Practices (BMPs) typically employed by the 1990 King County Surface Water Design Manual have been proposed for this project. Silt fence has been proposed at the extremities of the { project to trap sediment at the property line. We have determined that no conveyance V-ditches would be required for a project that is so small. However,we have proposed a modified construction entrance that is 50 feet long and 20 feet wide so that it does not consume the majority of the project site. Finally, we have also proposed that a "silt-sac" or equal be installed in the catch basin located in the existing parking lot of the Cummins Northwest facility. A project of this small magnitude did not warrant any additional erosion control BMPs. 7396.006[DMS/jss/sm] I , SECTION 10 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT 7396.006[DMS/jss/sm] SECTION 10 - BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT • • - f- 7396.006[DMS/jss/sm] I- I 1 . I • ~- i S STORMWATER DRAINAGE NOTES !� Cummins c�- �z ,�' RENTON E g, I. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCUR APRE-CONSTRUCTION �� c 3 MEETING MUST BE FELD WITH THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION, 2 E.c (n - PLAN REVIEW PROJECT MANAGER /'� 2 RENTON. SHALL BE IN ACCORDANCE WINS H THE LATEST EDITION OF TIE'STANDARD -- �_ Et Northwest, I V■ S`� OVE WAY UZ I SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION' PREPARED BY W.S.D.O.T. Cl. ,ii AND THE AMERICAN PUBLIC WORKS ASSOCIATIONS(APWA). AS AMENDED BY THE CITY OF (L 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO TIE APPROVED �� PLANS WHICH ARE ON FILE WITH THE CITY OF RENTON. ANY DEVIATION FROM `_ Z ,�, TIE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON ` - Z DEVELOPMENT SERVICES DIVISION. �V. U O 0 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION 1'=20' • �P,Y a < Z I- I- IS IN PROGRESS. I ~ 0 Z O 10 20 40 INSTALL 4 PROTECTIVE Z 5. DATUM SHALL BE U.S.G.S UNLESS OTHERWISE APPROVED BY CITY OF RENTON. REFERENCE + .,a r'' BOLLARDS AROUND DUSTING I BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS. W LUMINAIRE TO REMAIN. '°Y ' } Cl) 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND ti'DOCK Q 3 BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL +d``t TUASP PUMP='• ' SNIP iv'/ i;rm;G STATE ROUTE I..I- COO O LE CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED- F'�=!8 17� SOIN MATCH AND I Z 7, ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR ( JOIN EXISTING PAVEMENT I. 'p ` 167 0 Q IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE ,'A_H:.:F'' t:A CI Q O DEVELOPMENT SERVICES DIVISION L f - - �' - w� Al.END rEH:E t J�z `�,�, VICINITY MAP NO SCALE p cor- a GRASS SEED MAY BE APPLIED BY HYDROSEEDING, TIE GRASS SEED MIXTURE, OTHER THAN ( , Q, : )- y _ _ co W CITY OF RENTON APPROVED STANDARD NIXES, SHALL BE SUBMITTED BY A LANDSCAPE ]'-'^ ],.n ''' _+ °'� =3;�,t 4 Ftt -I n E (3 Z CO Tr ARCHITECT AND APPROVED BY THE DEVELOPMENT SERVISES DIVISION ° _ cRAOYERZ P `• ''""_ �����` ,� �„ +a Q 0 N Q 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARE FOUNDATION IN 2. "" ^ _- � ' ,, - "� + (-� . LL7 ACCORDANCE WITH SECTION 7-02.3 1 OF THE CURRENT STATE OF WASHINGTON STANDARD .+ ;[ '"c. f .7: CONTRACTOR SHALL PROTECT N SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY s-.�;�.�.r,•::, fr; _::•:. _2 ;;,,,. EXISTING RETAINING WALL .__I 0 v U LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL TIT., • - 0:5 cc AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE � t --,;,_,••,; -y _ - _'�a %'f,'_%%��%k SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE 4' • =y',F,r,,:.l:,: r., `�+ +it{ -.+' _- ''�:��� .l:r:, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS'C,' WITH TIE EXCEPTION OF SEE SHEET 3 FOR TYPICAL Ii _.y,�C;r-_fir;C4 N`y-;.,,'_iia ?' "-,. _ PAVEMENT SECTION I --:^�F�:'"1 ✓::%.,u.'s, - - • PVC PIPE- ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95 PERCENT FOR PAVEMENT ,'.�%;'� 'r r' EXTRUDED CURB PAVEMENT AND STRUCTURAL FILL AND 90 PERCENT OTHERWISE PER ASTY D-1557-70. PEA c f, GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE. i'' f: .:1r?.`:Y s�'r• :� .%, c , ef,�`:' 10, GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL I ''`' -.-`• "_� -�- %`"L '.'• i,, ' r y HAVE ASPHALT TREATMENT/1 OR BETTER INSIDE AND OUTSIDE. EXTRUDED •L %; � - ` ' o CURB - /i'>�,,_,',' :'::)•• - _ .:: _ Sl ,z (TYP.) =.c _ I_ EXISTING [Ty�i 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM • .,-r BUILDING Z "� DRAINAGE PIPE, OR IS FEET FROM THE TOP OF ANY CHANNEL BANG :%r-"<Ci$'':,-::• 0 00 (~ 3 12, ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0,10 FEET BELOW PAVEMENT LEVEL GATE _ - ' .i - - I Z a 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT-OF-WAY WILL NOT BE ALLOWED I ;f_.`r.a.,,,,';?; __ _ - • - - '� Z Z _ J,; g.` _ .,7 I CONTRACTOR SHALL GRAD TO PROVIDE W a UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON. ''� 'Ii(- %' `,i: POSOIVE DRAINAGE FROM BUILDING Qg �yfi`+' -"s' I - ;r N;:: :• - �•I.r.7f4" -.1,-....'.',, i-_ (2R MINIMUM,2:1 MAXIMUM) (�N N I 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF i IT - -,_n, --r X - SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING CONTRACTOR SHALL FIYDROSEED - '%'= ''' ---- - • - �`�' Z SPECIFICATIONS: 4 INCHES TO 8 INCHES 40 PERCENT TO 70 PERCENT PASSING; 2 INCHES ALL UNPAVED AREAS i ?•� "„' ^'J� „r f �,, -;r ' CONTRACTOR SHALL PROTECT ICI W O •5 / ._++n:.-'.:.;. a - • 5=•-(9..x.r:. ,/:.... EXISTING BUILDING I'- I- m TO 4 INCHES ROCK/30 PERCENT TO 40 PERCENT PASSING; AND-2 INCHES ROCK/10 PERCENT _ -' - l= Tlr, -, • c TO 20 PERCENT PASSING. f" '[-'' _-- - _ • _ ,� • r ;j.- = O Q O - 2 IS. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM -' ( _ !! -,,.eY%': , - 3;;. _ c..p __• -I ? Z 4 -11 c DRAINAGE SYSTEM UNLESS APPROVED BY TIE DEVELOPMENT SERVICES DIVISION AN • I+' =(-'- ,i • "`.'.-' ` • ''r-7.% `;g; i';: - '1 Q .2 ACCURATELY DIMENSIONED CERTIFIED AS-BUILT DRAWING OF THIS DRAINAGE SYSTEM (. - :'`� :;..:C`:::<'..=�i+- •� ;..;:n rq - Z M CO WILL BE SUBMITTED TO THE CITY OF RENTON UPON COMPLETION. r„ !;. _:, $;;_ ,,.;fi'='•il:"�,_ _ 16- ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT `' IT - "' .IE=15.00. ;\ v'•'.-.f - Q i --H. RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED :,g P..!A=t9.;t• < Z iI =z WITH STORY SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT �: DETENTION POND L ! .H =` - ----' •A_,-'r:/ • B A. '-a -+'r •� ;a•l's I. B U:i__ �:--._-.___----- a• -. F. }y WI '� ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE •••(SEE SHT.3 FOR DETAILS ;, I %-y-L- % '"`'M�� 9 _ -:'; '_ -:•s- ,t;__----- - Q 0 �. W SYSTEM PROVIDED DURING CONSTRUCTION. t• r !�_____ _----- I�'TO A T h'', - SITE BENCHMARK I ".13 I;`12' PEP- �050 _ �( 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY CIE_-'U Ib � a !I I I Y I _ _ +,` z W DEVICES, PROTECTIVE EOUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO + it!I - _ ��� 1 - +. 0 CC PROTECT THE LIFT, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN L,I f too - ,:,_A�, ! Z Q cJ%;S _ i-- --_- Q CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK A II I� I j_ ^ - - _ / r�••'t WITHIN THE TRAVELED RIGHT-OF-NAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL ry 1 ri p. '.:TS__N-_=----- _ I RIP JTA LINEDfE _'5 REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE TRANSPORTATION DIVISION ALL - -•P2D --fI -� S ICBW1 --- •-�- A �I � f"� SECTIONS OF THE%SOOT STANDARD SPECIFICATIONS 1-07.23, TRAFFIC CONTROL, P(OHi------ ` ::,, ' O 0 Ss.'. __.-_.-_-- . , II I I A- --is A -____ _- u \PROTECT SHALL APPLY, ---_ + --HTr ;.,Li 1 s • -. • -'4 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE g�.?:-___-__,_,-;; x, ___ _-- _-r-]'- .. REMAIN . AQUIFER PROTECTION ARER 4,4.' I "4."P_ ' . ,.EL=18.35 •• XV I.I�I If I 5'LEVEL BENCH -• U _ .__ - :!.ea ---_ �'"_.•' I- OVERFLOW SPILLWAY • -' I 'ea. 1 T .....-. RIP RAP LINEDSPRLWA ', _.. ,_ -.. - 1 �. Y 60 LF 4'MOE BIOSWALE® .25R I ...-_- --�}- -� �� y 301E 12'CPEP 0 0.50% SEE DETAIL SHT.3 FOR TYP.SECTION) .. !E 24•cEY 13.26-:. IE=14.77(121 VERTICAL DATUM-BASIS OF ELEVATIONS TCP y,'CNC=1i.4E INSTALL DEBRIS BARRIER PER o z y 5 .A / CITY OF RENTON DETAIL B047En CITY OF RENTON-BENCHMARK#2106 NAVD 108E ;EXPOSED PIPE! (SEE SHT,3 FOR DETAIL) LEIa Q • is . I `a II ,a PROJECT BENCHMARK w N TOP MONUMENT IN CASE®INTERSECTION Z rn m CO E,Z ---•- - SW GRADY WAY&OAKSDALE AVE. SW ELEV._zo62 1�T POND VOLUME SUMMARY: CONTROL STUCTURE co N n TI RE I 1 Z (6286 IVERMS) CSOUD TYPE 2-54' .- 3 Y7 B7 Z o SITE BENCHMARK INCREMENTAL TOTAL N N z " - - SURVEY CONTROL POINT/5 ELEVATION AREA(SF) AREA(CF) AREA(CF) W/SOLID LOCKING UD 'n F-- N w SET LARGE MAG.NAIL IN ASPHALT RIM=19.00 m w a'4 - • ' m CRY WINE PARKING LOT BOTTOM DEAD STORAGE---, 14.50 28.47 0 0 IE=14.94 DETAIL SHEET Y v...• c]ut ELEV..20.19 FEET BOTTOM LIVE STORAGE- 15.00 63.07 22.89 22.89 (SEE 3) HORIZONTAL DATUM-BASIS OF BEARINGS 16.00 169.02 116.05 t38.93 z N-O°�M SNry V` 4 Op7s' CITY OF RENTON dNAD 83/81 17.00 321.29 116.05 384.22 41( ���, S=, , A 'y�� CONTROL MONUMENT 18B7 & 1854 ,/� MA%.W.S.- 18.OD 558.29 439.93 824.16 p :�,•' J 19.00 1155.57 856.93 1681.09 ' "I,' m 75.-40,_411tIA :3 •POND VOLUME PROVIDED 824.16 CF y358741-CONTRACTOR SHALL OE FULLY RESPONSIBLE FOR OBTAINING RPERMITS FROM THE POND VOLUME PROVIDED 556 CF _ \ ��fJ,NCH51LI. \a J" WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND s:DNAL I. d 6 ' Zo REPLACING ALL SURVEY MONUMENTATICN THAT MAY BE AFFECTED BY CONSTRUCTION i1 �GOtI ACTNRY,PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A EXPIRES 6-30-GO V CO 0) ! REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS iCITY OF RENTON CO I 1 MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL • RESOURCES,OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT(206)902-1190- UTILITY CONFLICT NOTE= DEPARTMENT OF PUBLIC WORKS _ I • I WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES CAUTION: PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. THE CONTRACTOR SHALL BE.RESPONSIBLE FOR VERIFYING THE LOCATION.DIMENSION,AND DEPTH O OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE Z _ P.O.(LOX 47060 UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. 1. OLYMPIA,WASHINGTON 98504-7060 THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING (n ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY D€UDIED CUT, __ O UPON COMPLETION OF CONSTRUCTION,ALL MONUMENTS DISPLACED,REMOVED,OR VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE CALL BEFORE YOU DIGS DATE __ DESTROYED SHALL BE REPLACED BY A REGISTERED LARD SURVEYOR,AT THE COST AND PLANS ARE BASED UPON THE UNVERIFIED PUBUC INFORMATION AND ARE SUBJECT TO VARIATION. �� - 7 AT THE DIRECTION OF THE CONTRACTOR,PURSUANT TO THESE REGULATIONS. THE IF CONFLICTS SHOULD OCCUR,THE CONTRACTOR SHALL CONSULT BARGHAUSEN DRAM c_yi ---- i O APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE CONSULTING ENGINEERS,INC.TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH ,1 5e o+«ED .OMS_- SCALE _ rs.n eoDK_ pACE - W 4 I I • Z RESPONSIBILITY OF THE CONTRACTOR. CONSTRUCTION. �-SOD-4Z4-5JJ5 //,� N0, REVIDON BY APPR DATE APPROVED __. SHEET 1 OF 3 V File: P:\SDSI•PROJ`7396\EI•l N•!EERI!dG'+? ""'f"-- m 396--GI,Dwo Dot., Tima: Co/21/2000 021_ Scnle: 1=20 Chris Xrefs: Z7396-T,Z7396-BI, L_ SECTION 11 MAINTENANCE AND'OPERATION MANUAL _ I - SECTION 11 -MAINTENANCE AND OPERATION MANUAL • • • • 7396.006 DMS/'ss/sm J ] I KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL . APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES NO. 1 -DETENTION PONDS Maintenance Defect Conditions When Maintenance Results Expected When Component Is Needed Maintenance Is Performed General Trash&Debris Any trash and debris which exceed 1 cubic foot Trash and debris cleared from site. per 1,000 square feet(this is about equal to the amount of trash it would take to fill up one standard size office garbage can). In general, there should be no visual evidence of dumping. Poisonous Vegetation Any poisonous or nuisance vegetation which No danger oI poisonous vegetation may constitute a hazard to County personnel or where County personnel or the the public. public might normally be. (Coordination with Seattle-King County Health Department) Pollution Oil,gasoline,or other contaminants of one No contaminants present other than . gallon or more or any amount found that could: a surface film. (Coordination with 1)cause damage to plant,animal,or marine life; Seattle/King County Health 2)constitute a fire hazard;or 3)be flushed Department) downstream during rain storms. , Unmowed Grass/ If facility is located in private residential area, When mowing is needed, Ground Cover mowing is needed when grass exceeds 18 grass/ground cover should be inches in height. In other areas,the general mowed to 2 inches in height. --, policy is to make the pond site match adjacent Mowing of selected higher use ground cover and terrain as long as there is no areas rather than the entire slope interference with the function of the facility. may be acceptable for some situations. Rodent Holes Any evidence of rodent holes if facility is acting Rodents destroyed and dam or I as a dam or berm,or any evidence of water berm repaired. (Coordination with 1 piping through dam or berm via rodent holes. Seattle/King County Health Department) Insects When insects such as wasps and hornets Insects destroyed or removed from interfere with maintenance activities. site. Tree Growth Tree growth does not allow maintenance access Trees do not hinder maintenance or interferes with maintenance activity(i.e.,slope activities. Selectively cultivate trees mowing,silt removal,vectoring,or equipment such as alders for firewood. movements). If trees are not interfering with access,leave trees alone. Side Slopes of Pond Erosion Eroded damage over 2 inches deep where Slopes should be stabilized by • cause of damage is still present or where there using appropriate erosion control , is potential for continued erosion. measure(s);e.g.,rock reinforcement,planting of grass, compaction. Storage Area Sediment Accumulated sediment that exceeds 10%of the Sediment cleaned out to designed designed pond depth. pond shape and depth;pond reseeded if necessary to control erosion. , Pond Dikes Settlements Any part of dike which has settled 4 inches lower Dike should be built back to the than the design elevation. design elevation. Emergency Rock Missing Only one layer of rock exists above native soil in Replace rocks to design standards. Overflow/Spillway area five square feet or larger,or any exposure of native soil at the top of out flow path of spillway. Rip-rap on inside slopes need not be replaced. 1998 Surface Water Design Manual 9/1/98 APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES NO.2-.CONTROL STRUCTURE/FLOW RESTRICTOR Maintenance Defect Condition When Maintenance is Needed Results Expected When Component Maintenance is Performed General Trash and Debris Distance between debris build-up and bottom of All trash and debris removed. (Includes Sediment) orifice plate is less than 1-1/2 feet. Structural Damage Structure is not securely attached to manhole wall Structure securely attached to and outlet pipe structure should support at least wall and outlet pipe. 1,000 lbs of up or down pressure. Structure is not in upright position(allow up to Structure in correct position. 10%from plumb). Connections to outlet pipe are not watertight and Connections to outlet pipe are show signs of rust. water tight;structure repaired or replaced and works as designed. Any holes—other than designed holes—in the Structure has no holes other • structure. - than designed holes. Cleanout Gate Damaged or Missing Cleanout gate is not watertight or is missing. Gate is watertight and works as designed. Gate cannot be moved up and down by one Gate moves up and down easily maintenance person. and is watertight. Chain leading to gate is missing or damaged. Chain is in place and works as designed. Gate is rusted over 50%of its surface area. Gate is repaired or replaced to meet design standards.. Orifice Plate Damaged or Missing Control device is not working properly due to Plate is in place and works as missing,out of place,or bent orifice plate. designed. Obstructions Any trash,debris,sediment,or vegetation Plate is free of all obstructions blocking the plate. and works as designed. Overflow Pipe Obstructions Any trash or debris blocking(or having the Pipe is free of all obstructions potential of blocking)the overflow pipe. and works as designed. • Manhole See"Closed Detention Systems"Standards No.3 See"Closed Detention Systems' Standards No.3 Catch Basin See"Catch Basins"Standards No.5 See'Catch Basins"Standards No.5 9/1/98 1998 Surface Water Design Manual 4 l " APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES NO.'E3-WATER.QUALITY FACILMES A.)Biofiltration Swale Maintenance Defect Condition When Maintenance is Needed Results Expected When Component Maintenance is Performed Biofiltration swale Sediment Accumulation Sediment depth exceeds 2-inches No sediment deposits on grass on Grass Layer layer of the bio-swale,which would impede filtration of runoff. Vegetation When the grass becomes excessively tall Vegetation is mowed or nuisance (greater than 10-inches);when nuisance weeds vegetation is eradicated,such that and other vegetation starts to take over. flow not impeded.Grass should be • mowed to a height between 4 inches and 9 inches. Inlet Outlet Pipe Inlet/outlet pipe clogged with sediment and/or No clogging or blockage in the inlet debris. and outlet piping. Trash and Debris Trash and debris accumulated in the bio-swale. Trash and debris removed from Accumulation bioswale. Erosion/Scouring Where the bio-swale has eroded or scoured Bioswale should be re-graded and the bottom due to flow channelization,or higher re-seeded to specification,to flows. eliminated channeled flow. Overseeded when bare spots are • evident. . I • 1998 Surface Water Design Manual 9/1/98 W1I i� 10 J I� ^ LO Z _ I InvG1 MtNT ICO. r^r DCRecR Y ,,,� I l.L •I I I d SUPPLY Cp- �+/ I �o c a -• it I I 0 I I i ! I rf I !II L I t l t :� O it l� I R y 6 1.58 At. I ,. 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