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Home My WebLink AboutPermit 4287 - Group V - Ryerson - GradingCITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 Work to be done Site Address 13735 - 13765 /Interuri . /13730- 13820kvudtoo# 56th S. Tenant Ryerson Apartments Group V /Rich Ryerson 1830 130th N.E. Grading BUILDING PERMIT PERMIT # (--/0 Control # 86 -095 Building Use Property Owner Address Contractor Address Assessors Account #000300-0052-04/ 000300 - 0001 -06 Phone # 885 -4043 Bellevue, WA Zip 98005 5./_l P0- 0I0b ,v? 5 # ,2 R3 - -') / S,ELE ,(,'yir Phone # l?7 ,, Zip (Rick Ryerson 885 -4043) cl----- . , FOR BUILDING PERMIT ONLY approved for issuance by ;/t ' Sq. s` T. Warehouse Retail Other Occ. Load 2nd Fl. 3rd Fl. Total Fire Protection: J Sprinklers J Detectors Zoning PRD Type of Construction Applicant agreee to comply with final Flood Zone Control Permit Special Conditions including elevation, prior to issuance of Building Permit. Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd Fl. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 50,000.00 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt #07,3c1 Receipt #0469 Receipt # Receipt # Receipt # Receipt # $ 283.00 $ 184.00 $ 1.50 468.50 quirements FOR SIGN PERMIT ONLY [I Permanent J Temporary [J Single Face J Double Face 0 Wall Mounted (J Free Standing 0 Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL ANU VOID IF WORK OR CONSTRUCTION AUTHORIZED I5 NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK 1S ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERT GOVERNING TH VIOLATE p Signed SUSPENDED OR S AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANT( OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO 0TH STATE OR LOCAL LAW REGULATING CO RUCTION OR THE PERFORMANCE OW., cQ(1SJ.R CTION. Date LICENSED CONTRACTORS DECLARATION 1 hereby affirm that 1 am licensed under provisions of the Business and Professions Code, and my license is in full force and Date Contractor (signature) effect. OWNER- BUILDER DECLARATION ( ) 1, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) I, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date CITY OF TUKWILA (... Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 Work to be done Site Address 13735 - 137615 /Interurb. /13730- 13B20ko<nteo# 56tT1 S. Tenant Ryerson Building Use Apartments Assessors Account #000300-0052-04/ 000300 - 0003 -06 Property Owner Group V /Rick Ryerson Phone # 885 -4043 Address 1830 130th N.E. Jeilevue, WA Zip 98005 Contractor 7Jii,(.)- 1//i/ //).0),5 : - ,-1 �?3 --0/ -5E-4/ti -C 1/4 Phone # 1 `- /`.VNp Address 17'70(., Zip (Rick Ryerson 885 -4043) FOR BUILDING PERMIT ONLY approved for issuancelby Grading BUILDING PERMIT PERMIT # Control # 86 -095 Sq. Warehouse Retail Other Occ. Load 1st F1. 2nd F1. 3rd F1. Total Fire Protection: :I Sprinklers L[ Detectors Zoning PRD Type of Construction Applicant agrees to comply with final Flood Zone Control Permit requirements Special Conditions including elevation,_ prior to issuance of Building Pprmit."X) J Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd F1. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 50 000.00 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt #013q $ Receipt #0469 $ Receipt # $ Receipt # )! $ Receipt # $ Receipt # $ 283.00 184.00 1,50 A68,50 FOR SIGN PERMIT ONLY LI Permanent [1 Temporary [] Single Face LI Double Face Ei Wall Mounted El Free Standing LI Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Special Conditions Total square footage of sign THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK 15 SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY1THAT -11 Vt"REAQ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING TH S TYPE OF ((WOR WILL B COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTI G OF A PERMIT DUES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR .CANCEL PRDV1 1� S NY•' 0TH ` STATE OR LOCAL LAW REGULATING CO TRUCTION OR THE P RFORMANCE QE, GQ,NS RUCTION. Signed �" °_'• —°" mot �L 1 _..��.._ Date °� "� x I (.) tI-a:7) :7) L---) LICENSED CONTRACTORS DECLARATION I hereby affirm that 1 am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Contractor (signature) Date OWNER - BUILDER DECLARATION ( ) 1, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) I, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date CITY OF TUKWILA Building Division Tu w,lla, Washingtonul98188 (206) 433 -1849 ype of Inspection ke24/% i to Address /373— / 3 7t.5 25 7 ek is.- -,ba#7 equestor pecial Instructions INSPECTION RECORD PERMIT # y(. 1'r% Date 8�y �8' Date Wanted g /.208' Project evSF Phone # a.m. p.m. Inspection Results /Comments: Inspector Date ed' b'iML4,...v Un,ri. -• CITY OF TUKWILA Building Division 6100 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTION RECORD PERMIT # yc2 8 7 Date � / /�% Date Wanted �7 Project Phone # Type of Inspection Site Address /3735 3 (5' ‘9 ,41 C _�'�• Requestor Special Instructions a.m Inspection Results/Comments:,, 04 c'd•ZO 7-4A1-, 4 �1 a2 -ate G�2 u•�r Inspector Date ?ll(r? CITY OF TUKWILA Building Division Tukwila,,tWashinoton Boulevard 8188 (206) 433 -1849 Type of Inspection Afee /y Site Address /J 73O Requestor 4c74v7-L., Special Instructions INSPECTION RECORD PERMIT # 77 Date //2/' Date Want-d D Project Phone # 3 1 p.m. Ir. �� L./- Inspection Results /Comments: ,, vcr . ,- ; . l o & 13e, i% / 7, �.- .c_1?4atie,c_e4 act . - - I A - 69-t6-1 Inspector %G-- Date /G`.�� /2 yux CITY OF TUKWILA Building Division 6200 Southcenter Bout, .rd Tukwila, Washington 98188 (206) 433 -1845 / 373? / u /b/f-.v eve . Address REQUESTED: INSPECTION RECORD Permit # 4/2 P7 ype of Inspection Date/lime Requested Date /Time of Request Requestor Special instructions: FO 41 ; N 224,0 , hoe a- 161 To b A Mcfb » e s'j7 INSPECTION (details of actual inspection): REMARKS (results, descrepancies, etc.). CITY OF TUKWILA - BUIL ING DEPARTMENT Inspector_ Date — lb ,e6 TELEPHONE MEMO RE: i9'`adr' PERSON CONTACTED: Jet ' ,lyel'So-,1 (us- 405'3) PERSON CALLING: /Voff/ /Spay DATE: w / / /qC F: 30 y� �!- INFORMATION ITEMS: ia-hca /9-n. � ,�:GC.� / :9735- /,3 7G5 27 k.6a�r / . .ill. • a- /v PA*4,4 104,e60-el .=<,(4 Ap` /el/ � / ' - / / '// / >,/ Vic/g /,' 55 /9/04 /eye -s . (.d-ii ,40 / i // , / / 2tp (14, eaa) 1 628 -ge-g eiep .-�. Sb0 -11$ 1OI11NOO or ar j`. ` aw `QM nA;N• Lai g 1 628 -ge-g eiep .-�. Sb0 -11$ 1OI11NOO CITY OF TUKWILA Building Division( 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 Describe work to be done Site Address Control # gi5" Valuation •5?: Plan Check Fee /Rio? Receipt # pWog BUILDING PERMIT APPLICATION (Please Print) Suite # Tenant 1 Assessors Account #x'• c 757.. —c/ Valuation of Construction '0 , 0 --66 Building Use (hvLt_T —t — F'Ai -Ac_Y Type of Construction ,T'V?C V Occ. Group Grading: Fill cubic yards Cut cubic yards Property Owner �-� a \P6\.Phone # Address `: '�' � Cm Applicant ��C-'� rJ( ci0 e l r.ic •Address «__ �� c, \c Archite Address (Z(g 1 -L L\ `�..:�� 1�.eS D WLt Zip \� O l Zip —\J,(7)"L-- Phone # 7S3<--t-(c) ?� Zip c( Phone # Contractor License # Phone # Address Zip I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. Applicant /Authorized Agent (signature) (print name) Contact Person (please Print) (8/85) GE'HONIID MAR 28 1986 CITY OF KW,LA PLANNING DEPT. Date 3 Phone # . , . ''' . • - - ' -....- -''-' ''' ''''''''''''''''''' '4 '''''' "''' "'"'N'" '': '' .4''' :" '''' ''' ' ''''' 4.:':L'''''''' '&\j'''''''''''''41"A" ' ' .8.'s.'"''' ...1144".'. l'''''''''''''''''''''''''''' ''''''''.'''''''''''.- '''''''''"'';''''''''''''''''' '''14''''4'1'-'''''''''''''''Y';''I'"'`ill''''''4rt''''.4'''''''' '''' ?4'''''''':'''''''4'''''';';''''''''''''"'':'''''''''"''''''s.:"''''''''''''..?"".'i''''L':''''':Ir''''4'44'''''''"'64*.'":C)::,i''''''''',3C'''',;IV"-',..,^41'.''.1',.'"•0■;■*:.,^','-4,-,..4,',0A,••:,'..w.*:v6-.. '014•L'i s., ,...t:s' i,..',41,',.s,4A■ ,,,,,..:.i.iv:, d , I x‘4,1•,...,,,..,;,,,cA,..i, . .,..,, ,;,, .•;‘,:4,;-.• - .,4•:•vi, ,,ii,, A. • J , • ., ,■gt, %, , ,,Litir , 2. .4,. ,.„,, „. , ...,.,- .,, ,,,t,,,x :....,..ck‹6A,,,.. a ■,,,,,,t*, ;a ,‘ 4.,4, :k*,:. .,:,,:<., 4,-;.,,...,:;•,•:;,,4 ,;;;,,v.:,...,,,,,,-.4•44.4.,,,,b• -.4.,,-,- re i,:s• ...,= • :..L:•.• 0 s ,,,,, ' -:...N; ,,, ) , , ., .... . ;.•,,,,,..,.;■,....,,.i.•,, .., ,,,,,,,,, ,..,,,,,.., ;,.„ ,•" ,.., .,,,.,,„,,,,.„ , ,,,, , .. .. .:, • , 0,, . ,. ;„ ,.„•:,... „,•:,,....;.„,,,.,,-„... „4.,,,,- ..,,,.,.,„.:..1m,,,,,..41,7ona,o.f.4.-.4.,,,,i7A-44...,...1v '-• tov.,••• • .'!‘‘.',.;44..t.. .,.,.K4...,,,...1'... ,,,...,, !AA:...i,..i 1,......1,0;,..;,,,,,,,:..A.i...cli.e; tr. ,,..{,1.14,Lia,.,..t,h,z: 7.„. ,,, ,,,,,,s......k, ,,,,. '.,, ', ,,,,, . , . . .. ,. - . , , -, . . .. . • •, f . • i, . , - , • ... . . , . , • ' • N 44° 51 00" it NOTE: FIELD LOCA RELOCATE . DURING REOUIREP. 19 RUNOFF TO INTERC DO NOT ALLOW CON RUNOFF TO FLOW E AND. CONSTRUCTION RECT STORM PTQR SWALE. ENT RATED ER SLOPES. ROCKY CK INTERCEPTOR EN PAD wiTEMP0RARY CULVERT CR055ING A -I E-17:6-y .1",,:mia// 211 d' /ereorie Coh! on* 7/7.4.5,4 /kiel //I ezrisii?y eg *40,0% -549e /3.40 V1'1'1 0. Oilp .1,i/d// ,bitiO germ ir emmii 22 LA:- al ointi.P, 41P. /- 9:0°e/bow anal 20 Z. f of "edyold Met- pi?ie. (see aided) 44310 GR 0.0 GRADE 5.0 / PAD GRADE 22.5 Axle geeeited 8226 ft.7 .4500143 22.0 jforege Amhed. 49" DO (o/ z.cl /450) C0/75+0,1 d /29"51#16,74,- ietkoernalim 'an/ Ile ;7372 890 43 Ci.P.ARING LIPIPT 4/15449.00-ie 275700 PAD GRADE 54.0 .541110L5 0/ 'ilektre 12009e 7ixioowy 2)/eioge Sllde. (see deloW) 53278 k'S •=111!••■■■•.,■•■■•••■■■ L)a' 1/14 tri) /4 21 C.13- 4- if/a Rif (6wslios) 7.0.7‘ M 70,5 fog ad 037 , 7132 4'49 5 ..-MY ?;Dm .eg- a 7 fa. from cg#5 an& ‘4Z7 EROSION/SIEDINENTATIOPI CONTROL NOTES 1. At limits of .clearing and areas of vegetation preservation as prescribecTon the plan shall be clearly flagged in the field and observed during construction. , . 2. All required sedisentationferesion control facilities must-be constructed and in operation prior to land clearing end/or other construction to insure that sediment laden water does not enter the natural drainage system. All erosion dal sediment facilities shall be maintaided An 1 satisfactory condition until such tine.that clearing and/or construction is completed and potential for onsite erosion has passed. The implementation. maintenance. replacement and additions to erosion/sedimentation control systems shalt be the responsibility responsbi11ty of the permittee. 3. The erosion and sedieentation control systems depicted on this drawing are intended to be minimum reqtriresents to meet anticipated site conditions. As construction progresses and unexpczted or seasonal conditions dictate. the pert ttee should anticipate that more erosion and sedimentation control facilities will be necessary to insure complete siltation control on the Proposed site. Outing the course of' construction, it shall be the obligation and resoonsibility af the pernittee to address any new Conditions that nee be created by his activities and to provide additional facilities, over and above minimum requirements as may be needed to protect adjacent properties and water quality of the receiving drainage system. 4. Approval of , this plan Is for erosion/sedimentation control only. t does not constitute an approval of Storni drainage design, sire nor location of pipes, restrictors, cnannels or recent ion fact 1 i ties. 5. Any disturbed area which has been stripped of vegetation aed wnere no further work is antic 4 pated for a period of 30 days or more nhost.be immediately stabilize* with mulching, grass planting or other approved erosion contrortreatment applicable to the time of year in question. Grass seeding alone will be acceptable only during the months of April thru September nclusive. Seeding may proceed outside the specified time period whenever it is :in the interest of the pennittee, but must be augmented with mulching, netting, or other treatment approved by the Department. 6. All erosion/sedimentation control ponds with a dead storage depth exceeding 6 inches must have a fence With a minimum height of 3 feet. L CONTRACTOR SHALL REMOVE EXISTING FOUNDATIONS & (F=Fet. IMPROVEMENTS DURING CLEARING & GRUBBING 2. ALL LOCATIONS OF EXISTING uTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATION TO AVOID DAMAGE OR DISTURBANCE. 5/ee/ ..Y'Awy/h drike,7 /1-210 gmtird /nth. /: Roth ..1,oaeed FILE COPY 1 understand that the Plan Cheek apPi-ovals are subject to errors a:Id'onliff•-:Foris 4.,proVal of pans does not c•;ut:-.cri2.e of any Ldopted codo contractor's cOpy of pi-ov • s : /4,----7----.,...,7 \No 5-1 20% ' 7-- Y (s ," „ 0a30 1 i 4 ,t` - _ \ M[1.@OWNI.1,1) MAR 28 14Ag CITY OF TUKANILA, PLANNING DEPT. 7iniPOldff,k Peaimge Swale Dekg (.70/ 7L .c&/e) GON5IBUGI1 ou_ugug1J cg 1, Install construction entries. 2. Construct putfall structure and berm for TESCF pond. 3. Grade interceptor swales. 4. Grading operations shall be conducted so as to fill TESCF pond location n last . During slope- grading, construct interceptor swale per detail at the top of all banks. Do not permit storm water to run over neuel y graded Slopes. G. Immediately upon completion all hare areds. rew / a:929"-eyaile 0 .'a y. &Ave.. /27e c/; Av. /01f. 4.24 //see. of slope grading hydrossed 7. 'Maintain TESCF pond in operation nelil permanent ciraiu system is operating. storm gt,r4PY .8a/eb' ,thned if/h" /de/ 4./b/.19 7--- as olv te9arei to maimedz,7 ( 2 fows r412,h7s/perkk) ' :-:• II ,/, 77 , A; t i, ,07mme .5 i ...,eI i7:fritt.p.f1: t /.71.10 .0 47/1" 01 ArtrOP twited3 eaM* 4"0/66 .67.11z 4540 I•tos.1"..xe.f• TEMPORARY EROSION SILTATION CONTROL PLAN -010:ftemwesonairst 31218 Pacific Highway So. Siite F Federal Way, Washington, 98003 206/94 1..5033 AVarot-vy•42.ni"."' 7:14. , .I.tf_;=ie.v.;gi'wtiozml,oi.APrtCosgro,'o.tausitroxg44VAJD2oow,„t.xtor'afg!r/et05z.wsivwtt 11111111111111111111 IIIIIII1 1111 IIIIIItIIJJt,IIIIIlIlIItIIIII, 11111.1 IIIFIIIIIIII 2 • 4, 7 If the mtcroi4.med CiOciptetit, less • , , o: 6 e Uc 1.? 6z. , 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 ' I 1 I I 5, 9 10 clear than this 1 the original docunie. `trer*4`51t1'"u'ior"e"'4V4*I' 1,111,111111,11111111111111111111,111111411111111,11111111.111,1 . = " 11 UMW GERMANY 12 wie 0 111111.1ll )11.11!.1111.111.1111!! irlt111..!!! IIIIITII1 101111 w. . NOTE= PLANS CURRENTLY UNDER DESIGN FOR IMPROVEMENTS TO INTERURBAN AVENUE. INFORMATION SHOWN IN R/W OF INTERURBAN AVENUE FROM TOPOGRAPHY BY HORTON DENNIS. CONTROL MAN a RIM" 22.50 OVERF. LOk%•2aQJ ZE.�• /3. IVERURpAN -L AVENUE g SOUTH ammo mammom.. . ,... S.S.-- °- �°-EXr x-9'1- �"- SS• - °EX. are / 94L 48. %r CA-1PQ 0.5% /301 -F'•- 690 NOTE* FINE GRADE PER LANDSCAPING PLANS. GRADE TO DRAIN TO C.G. NO. 1. ENO ELOCA7E" EXISTING POWER POLE II OUY W /RE m AN A 1 EA AQ/ACENT TO LIFT STATION VAULT LJ\ LPAD GRADE 22.5 PAD GRADE 2 .O NOTE,°` ,,1E GRADE PER LANDSCAPING PLANS, GRADE TO DRAIN TO C.G. NO.t5A. ot q hV S /5LF- Imsmols mss se► • •• # 5 ;9 •0c2 ,. F, GRADE 54.0 /9j61.F*..12 '41111i0 • 411•111:0 130T14 1 NOTE! PLANS CURRENTLY UNDER DESIGN FOR IMPROVEMENTS G.F. A O. 9 rYF•E 3' • GRATE- 42.60 IF= 58 -('O Po pf, , nsT t• PROPOSED CURB 5G377-1 AVE S t-. S� ram gT; S 1467i1 ST PLACE ROCKERY MAX. 4'/IEIGHT PER APPLICABLE . DE7i4 IL., a ;TxucTio , wool All work and seteriels ehatl be In eacordga*e1Nch the •Standard Specifi- cations' of the American Public Witte Association. latest edition, and those of King County Department of Public Works. 2. All loceticns of existing utilities shown are appfoslesse and it shall be the:reeponalbllity of th.,Contractor to verify the exact location to avoid damage or disturbance. r J.' All inlet and catch basin frames tad /setts *hall nct be od;ueted until , immediately prior to final paving.- Slope ell Aides to the inlet grace. i 4. , The tsmporacy erosion /9sdloentatlan control facility shall me canstruc:ad prior to any eroding or extensive laid cleating in accordance with the spprovsd temporary erosion/sedieentetion control plan. These facilities must be satisfactorily teainteinad oafs! the construction and landscaping is completed and the potential for en -site erosion has passed. s. A11 store sewer pipe 'hall be Steel or aluminum. Culvert gauges and nepch of cover must coepiy with minimum cover ra;airmments ae outlined In the tiashington State Department of Transportation. 'hydraulics nsnukl•, Latest adltloo. Bedding to be Claes 'C' complteted to Set WNW 9 -10. Any cleared ground which will not have permanent satiation fastalled with.' in 15 days of clearing shalt be seeded son mulched According to the follow- ing design requirements. - Mulch* Nu;cb staeerlal shall be wood cellulose fiber and shall be *pried evenly et the 400 lb. par acts. ffettilisert' Factitively shall be applied at the rata of 400 ib. par acme Ind shall have the *allowing chemical analysis* 20t, nitrogen. 10% phosphorous, 1011 poteamit:a. Reeds Sued as •listed shall bs applied at the speeitlsd fete. oxiin .:,2/ /z' TYPICAL DETENTION PIPE' CONNECTION TO C.ft. G i®Ciit;.�ti err 8" A.O.S. PIPE (W//FRE S HOW*) .8 "x 4 °TFE 0131-DX3 CORNFRS FOR ROOF 1 FOOTING ORA /N, REFtRREIVCE Wf WIRE 0 STAKE K g 1And Cal. kentgrass kedtop ' Santora* C1isax Tlsa.thy - Aatd Tell tesaue f ` �' AnnuaS RYegiaaa •- :ko. `101i\ ?1, .vartlaal 66ntra! batted on U.S.i).s. vestigial datum. S. The Contractor shall conduct his operetloaa each that all consignation J and pipe laying will be completed in a timely .annex once the weak ^otlast,ces. t S. The Contractor shell secure sad have present ea the site all secncAary permits *roe the City of Tukwila, i1.Ftrtaent of Publid- works, and shall potions the work within t ?4 City tight wt wry only at the twat se *pacified in the permits. :i10. All storm sewer In the final development plan shall be designed so as to t direct -all Pinions* into the stone retea.tion oyetea. 11. The maintenance of all dreinspe structures sad the storm totem: syata,s are the responsibility of the individual property owner. "12. Gravel backfill for pipe bedding will comply with Ike latest edition ot. the State of Washington standard specifications tot goad cad Rridge Construction 19- 01.12111)• • 11. The landscaping will bps accomplished ba soot. so the individual units are completed and accepted. NOTE''.CONTL'�ACTtR 5r1A LOCATE €'E•XPOSE.;EXISTING SEWER • FACILITIES ON SITE PRIOR 773 COMMENCING ar7ADING `OPEI: T /OHS. ENGINEER SHALL' BE 'NOT /F /ED• UPON LOCATION'' Of EXISTING SEWER FACILITIES 7r. VERIFY LOCATION DEP7N.. SEE NOTE 2. t'R■hl6 LADDER, OR!S'lfpS OfFbEI'. "SEE NOfS•4. FRi3.tt: • a GRATE ELEYATic>a *014E672) • OVHRFtOW ELEV. TO ' pROvloa DETENTION m Olt: SEPAL TtON PEE_ PLANS, 22.50 p uwo SOLID" GOvsit piAR3m0 "STormit" WR'H LOCKING was. UNL6SS O1 4 LWISe . 4tpPwovE0 8 i 0.404Eti,7. SEC LOCKING MAli14OLS rpi Me DWG No. 40. (KC. AoAO ScNiciA2CS� Ol %Aihl 450P1' CAPACf1Y. SLACK W1461.4 WE IS DOW14r6O41eD •. OIL v.1LDGD TO plUUnB. ' STAFIOAR:U CtALVANtZ..E) IrrTi L LA.DCCRI$TMPI. seta '/.glow e, owe ` No. 4.1. (KC• feat .r.41:14 41S CLVANOLIT GA.7li %Ea Owe% tie GS (Y-c, ROAD STAmbp.R.14) P;pq supPG?.Tt.): 9 "100946Aeg BOLTED OR IMBEDD40 Z" i N WALL. .AT MAX. :'`. S' bl).CINCt. M »N ONIL •Suppoicr, LEGEND t,f*PtD UAW* rafts Q*$,a CatWA¢c MVO Piwlr 6.90- ELBOW DETA1!• •± � " FINISHED TOP ELEV. SHOWN (TYR) -(5)- -�- ---- PROPOSED CONTOURS . rV ._-,._ AA C PAVING PER DETAIL 4 1. e. EXTRUDED CURB PER DET4I L AIJTL@T MIK 13.80 ---amagit=3PROPOSED : STORM DRAIN 0 Q PROPOSED CATCH BASIN (C.B.) CCODCWOCOCCO ROCKERY PER APPLICABLE 'DETAIL 4E-T -N" PROTECTIVE SWALE PER DETAIL -Q.D.S. ROOF 81 DRAIN INTERCEPTORS DETAIL OF. TOP OF BANK 81 PROTECTIVE SWALE SECTION "' B -B ; /4T4 . , n 21/4 NR ;TAtSib11 Fu rtit Wit Ot1FISe AS ,• > 911CN*1810. NOT N‘4060 IF ONL`( FOR 01L1'OLUJ11cri COOtt*tCtm• --- -•'- :-' • ELEVATION PLAN- CATCH BASIN TYPE 1E, (54") CONTROL MANHOLE DETAIL RYERSON GROUP 31218 acific Highway So. Suite F. Federal Way,Washington 98003 206/941-5033 JOB No: 85 -087 SCALE a 30 DESIGNED. W.J.S.'' DRAFTED= S. 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