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Permit 5477 - Costco - Parking Lot and Landscape
CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-log isr0 BUILDING PERMIT Control # 88 -265 (512) PERMIT # 5(477 Work to be done Site Address Building Use Property Owner Address Contractor Address Parking Lot /Landscape 1160 Saxon Dr Retail Costco Wholesale 10809 120th_ Ave, N.E.. Kirkland. WA Ferguson Construction #FFRG11N5370N0 7433 Fifth So., Spatt1e, WA_ Suite # Tenant Costco Wholesale Assessors Account # (95,706.44-966,3-c) Phone # 828 -8100 Zip 98033 Phone # 767 -3810 Zip 98108 FOR BUILDING PERMIT ONLY Approved for issuance by: JAW)] Date: S Ft. Sq. • Office Storage/ warehouse Retail Other'Occ. Load 1st F1. 2nd FT. 73rd F1. Total Fire Protection: [] Sprinklers [.] Detectors Zoning c -M Type of Construction Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd Fi. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $100,000 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Special Conditions When this job is completed call the Planning Department (575 -4404 , Pub is Works 433 -0 • an t en t e sui final sign -off of permit. FUR SIGN PERMIT ONLY Receipt # /p3$Cj $ 640.00 Receipt #(44 4 $ 416.00 Receipt # $ Receipt #6.11'W $ 3.50 Receipt # $ Receipt # $ 2= s ^gym $ 1n59.5n Division (433 - 1849), Fire ing )'vision .I or [] Permanent ❑ Temporary ❑ Single Face ❑ Double Face [] Wall Mounted ❑ Free Standing ❑ 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 AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDUNEU FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING T 1 TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE 0 CANC L T OVI I OF ANY OTHER STATE OR LOCAL LAM REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Ugned [a}' X1111 � .:,. ►. i, ./;z . Date LICENSED CONTRACTORS DECLARATION 1 hereby affirm that I am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Date Contractor (signature) OWNER - BUILDER DECLARATION ... ..,, e...,,,,,,voe with aaaaa their snle camoensation. will do the work, and the structure is not intended or CITY OF TUKWILA Building Oivlsion 6200 Southcenter Boulevard BUI DING PERMIT APPLIC t ION ‘t (3 , elsn,n9wn 7oaoo `+`����� n_j, U c. to e 11 �i/ (206) -433 -1849 ti (1206 Site Address IIt O joy' 1■) pp_ Suite# -- Floor# — Project Name /Tenant COSTGo 14 kD Leci .s-' Valuation of Construction 4 'l 0 O, o o o Assessors Account# Property Owner C42$70 0 kttetU.-ESA -LE' Phone ! A' Address /0 B ppej /UPI AYE N wizie_t-A -ND Xi1 0/033 Zip Appl i cant SEE 13E1..0(N Phone Address Zip Architect /Engineer POU&bs 1wu J414Q /APia4t1E 7s Phone 881- 7600 Address IZZOO NDe-THUP W-A.( 13EGbf vuri WA- Zip 9 8 o S Contractor F•g.bUDAJ CON-S11e -• License# FE • r2.6 - () H • 5 •37o• lone '767 - 3p,/ b Address 14 3 PI P.M �O. SE4tr1(f JJA Zip 90/44, Class of Work: ❑ New ❑ Addition ❑ Tenant Improvement ❑ Remodel (residential) ❑ Reroof ❑ Demolition ❑ Interior Demolition NI Other PAvkii'`9 Lot A Ift -b r Describe work to be done Q/iA(,k1 .4 pxr,�.,' m list Add t �7 .-►1 0T P / G1 c. (,�f -e.,Ot U - N. E. corner el 4 2�t. J Type of Const. (UBC) - Occ. Group (UBC) - Square footage of entire building /gl-, 6717) Square footage of tenant space A(,L Building Use P ETA/ I,- 411-(,ES ' Will there be a change of use? ❑ Yes tki No If yes, describe change of use, including square footages of changed areas -- Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? ❑ Yes El No If yes, explain — I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OW 'S AUUTTHORIZAT SN TO DO THIS WORK. Applicant /Authorized Agent (signature) ; 4 OP Date 6 'let • 8 (print name) •. A,� . GOU(, -0 .,..,. £,r C' i o. Contact Person (please print) JEj212.`-r Lee Phone RV -- 7 600 OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ ( /O ,00 Receipt# Date Paid Plan Check Fee (000/345.830) y/L , ci,) Receipt# . /s3•-/ Date Paid —/e(' -g ) Bldg Code Sur Charge (000/386.904) .50 Receipt# Date Paid Energy. Sur; Charge* (000/386.907) Receipt# Date Paid ,,Ot,her. , ( ) Receipt# Date Paid *N w constr i nly TOTAL S ,..2L.52,, (OWES: $ 6 `/ 3 - .s"--0 ) ===b2.. SQUARE FOOTAGE /BUILDING USE INFORMATION Square Fogt)ae 9f Entir- Building: FLOOR USE Occ T .- Ss.FT. OCC •AD USE Occ T 1- SS.FT. OCC LOAD, USE 1 T 1_ 1 FT OCC oil TOTAL SI FT. TOTAL OCC. TOTAL TRACKING DEPT. DATE IN DATE OUT COMMENT , BLDG v Rig- g- Z��gF� Approved for Issuance Type of Const. To Mahan: Date Approved: Approved (Initials) , 2 Per letter dated .- >';'• :x:-' Fire Protection: D Sprinklers 0 Detectors ~, PLNG 7 OVe qti Approved (nI itials) ❑ BA' ■ ''I 1,1 1 Zoning G(1 Setbacks: N vis S 4-t E 260 W 3( .e Parking stalls required for: Site itQ,S Tenant Space j-gi Parking stalls provided: Site (Q1 i Tenant Space Of ADDITIONAL PARKING STALLS REQUIRED: b CITY OF �t IlKWILA Buildii'.:, %partment • 6300 So iicenter Boulev Tukwila, WA 98188 (206) 431 -3670 Type of Inspecti Site Address Requestor Special Instructions INSPECTN RECORD PERMIT #c5"r'77 Date Date Wanted /2:-27-9-o Project C05247.1, Phone # Inspection Results /Comments: CITY OF TUKWILA Building Division Southcnter (206) 433 -1849 �Yrrr' ✓ wry. s..rr Yatwr rwNY.' muK' tlp /W.*Nrso . NWE4u.stamogr.gtnv>ffiYMVW WI'KI,PII.LY4MYY4YniMittertt fM1tlYTlAs*gfgtEWrxWAJYYi~MvawM INSPEC ON RECORD PERMIT # %� 77 Date Type of Inspection tfifai hi 116 Date Wanted Site Address Project Phone # Special Instructions a.m.. p.rt Inspection Resul ts/Comments: "9,/1}'',E'' ... At., ,P'',(j�'�,fili%le.... (J) //ib 04, 0-% /. City. of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor TUKWILA FIRE.DEPARTNENT FINAL APPROVAL FORM Control No. ;'r< • 6 5. Permit No . ' T .2 Project Name 5 • Address Suite # Retain current inspection schedule Needs shift inspection /Approved without correction notice Approved with correction notice issued Sprinklers: / Fire Alarm: :,lr Hood & Duct: ,Y Halon: /V Monitor: A Pre-Fire: // Permits: Authorized Signature /a- Date FINALAPP.FRM T.F.D. Form F.P. 85 ��- 4 City of Tukwila Z FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 1908 Gary L. VanDusen, Mayor Fire Department Review Control Number 88 -265 August30, 1988 Costco - 1160 Saxon Drive, Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Fire lane designation required per. City Ordinance *1398 and Uniform Fire Code Section 10.207 as amended. (New curbs, north end of parking lot) 2. The turning radius shall be adequate for fire apparatus throughout the new parking area. Yours truly, T.F.D. file ncd ORDINANCE COMPLIANCE - PLAN CHECK NOES PROJECT: CosTCO kJNd.ESALE 11690 SA)coN 'bQ. 01. OCCUPANCY GROUP 2. TYPE OF CONSTRUCTION 0 3. LOCATION ON PROPERTY e- 4. BLDG.HT. / #OF STORIES a5. FLOOR AREA NA Sheet jot 1 Date: v°-c9- 3/3 * S43• 2G5 er6. OCCUPANT LOAD DETAILED REQUIREMENTS i 0 a/7. OCCUPANCY 8. TYPE IF CONSTRUCTION EXITING O. CODE REGS. 11. ENGINEERING REGS.& REQMTS. 12. COMPLIANCE W/ W.S.E.C. DOUGLAS MULViANNY MULVANNY • LEE 12200 Northup Way • Bellevue,Wa 98005 (208) 881.7600 FAX 869.2563 Architects & Associates To GENTLEMEN: WE ARE SENDING YOU Attached ❑ Under separate cover via 1--1{<h\ 11,1E r Gq ©IF unaaacoiaa DATE • l � , 8 6 j JOB.NO. E3 6 ^1 ATTENTIO RE: C- s12' / pr- T.,44 1 `J l6<71)'' v c =(s..F-f LAN\D L-Pr C pl NQ - - 1) - tJA - ❑ Shop drawings ❑ Copy of letter ❑ Signed contract Submittals ❑ Change order ❑ Field Order G . Prints ❑ Originals ❑ As -built drawings ❑ the following Items: ❑ Preliminary ❑ Specifications ❑ Field Report ❑ Certificate of insurance COPIES DATE NO. DESCRIPTION ?e "i-4a c =(s..F-f LAN\D L-Pr C pl NQ - - 1) - tJA - , CNECK- 11904 C' -!0-en THESE ARE TRANSMITTED as checked below: ,[,,For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ Reviewed as submitted ❑ Resubmit copies for review ❑ Reviewed as noted ❑ Return copies for distribution ❑ Returned for corrections ❑ Return corrected submittals REMARKS 1 e� COPY TO SIGNED' ��PO•Y � " r�' • CITY OF TUKWILA fill Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - /S *9 BUILDING PERMIT )rk to be done ite Address Jilding Use roperty Owner Address ontractor Address Parking Lot /Landscape 1160 Saxon Dr Retail Costco Wholesale 10809 120th Ave. N-E., Kirkland.. WA _Ferguson Construction LFERGUH5370110 PERMIT # 61417 Control # 88 -265 (512) Suite # Tenant Costco Wholesale Assessors Account # a5a: i - 966)3 -O Phone # 828 -8100 Zip 98033 Phone # 767 -3810 Zip 98108 Date: )R BUILDING PERMIT ONLY Approved for issuance by: Sq. Ft. Office Warehouse Retail Other Occ. Load 1st F1. • 15a-Fl. 3rd F1. Total r Fire Protection: ❑ Sprinklers ❑ Detectors Zoning r -M Type of Construction Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st Fl. $ 2nd Fl. $ other $ other $ Total Valuation of Construction $100.000 Bldg. Permit Fee Receipt #/p38(3 $ 640.00 Plan Check Fee Receipt #Llgjy 3 416.00 Demolition Receipt # $ Surcharges Receipt #01311 3 3.50 Other Receipt # $ Other Receipt # $ TOTAL 3 1059_50 Special Conditions When this job is completed call the Planning Division (433 -1849) Pub is Wor s '33 -0 Deaartment 575 -4404 an t en t e us inq t .vision Fire or ina sign -o o perms . OR SIGN PERMIT ONLY [] Permanent ❑ Temporary ❑ Single Face ❑ Double Face [] Wall Mounted Building face Setbacks: Front ❑ Free Standing ❑ Other Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERM I BECOMES NULL ANU VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR ABANDUNEU fuR A PERIOD Of 180 DAYS AT ANY TIME AFTER WORK 1S COMMENCED. I HEREBY CERTIFV THAT l HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. GOVERNING T TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERM! IDEATE U OVl 1 CANC Q� AW REGULATING CONSTRUCTION r geed � ••� 4 L. ! Date OF ANY OTHER STATE OR LOCAL L LICENSED CONTRACTORS DECLARATION 1 hereby affirm that I 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 or my employees, with wages as their sole compensation, will do the wor am exclusively contracting with licensed contractor's to construct the Date IF CONSTRUCTION OR YORK 15 SUSPENDED OR ALL PROVISIONS OF LAWS ANU ORDINANCES i DUES NOT PRESUME TO GIVE AUTHORITY TO R THE PERFORMANCE OF CONSTRUCTION. U_1(4- 21 ) i, as owner of the property, offered for sale. ) I, as owner N the property, Owner (signature) k, and the structure is not intended or project. 1•• • • 0 P E1;" As That portion of Government Lot 1 of Section 35 and Government Lot' 1 of Section 36 and Government Lot 8 of Section 25 and that portion of the southeast quarter of the southeast quarter of Section 0. 26, all in Township 23 North, Range 4 East, N.H. , in King County, Washington described as follows: Beginning at the northeast corner of leaid Government Lot 2, of Section 35; thence south 01.19.01" wrest along else east line of Government Lot 1 of said Section 35 a distance of 82.38 feet to the true point of beginning; thence north 88 "08'21" west a distance of 167,24 feeet; thence north 01.51'39" east a distance of 83.55 feet; thence north 01'47'23• east a distance of 515.60 feet; thence along a curve to the right having a radiue of 300.00 feet, an icetdisaance of 99.43 feet through a central angle of 18.59'26 "; thence south 88 °12'31" east a distance of 723.22 feet; thence south 01'47'29" west a distance of 471.67 feet to the west margin of the James Christensen Road; thence south 3O'24'211p wrest along said west margin a distance of 60.08 feet; thence south 07.32'21* west" along said west ,.margin a distance of 174.08 feet; thence north sewn* west a distance of 526.22 feet to the truss point of beginning. . TOGETHER WITH a permanent and irrevocable non -- exclusive easement over the following described 30 foot strip of land, commencing at the west line of Andover Park East, proceeding easterly to the east line of the grantee's (Parcel A) property, said 30 foot strip �f land is described as follows: That portion of the southeast quarter of the southeast quarter of Section 26 and Government Lot 8 of Section 25 all 'in Township 23 North, Range 4 East, W.M., in the City of Tukwila, King County, Washington, described as follows: Beginning at the southeast corner of said southeast quarter of the southeast quarter of Section 26; thence north 87.44'08" west along the south line of said southeast quarter of the southeast quarter of Section 26 a distance of 166.45 feet; thence north 01.47'29" east a distance of 515.60 feet; thence along a curve to the right having a radi:-s of 300,00 feet, an arc distance of 99.43 feet through a central angle of 18 659'26" to the true point of beginning; ; LEGAL. E3ESCRIPTIC31%1 thence north 88'12'31" wrest a distance of 257.91 feet to the easterly margin of Andover Park East; thence along said easterly margin along a curve to the right the center of which bears south 71°29'01' east having a radius of 270.00 feat, an arc distance of 20.33 feet to a point of reverse curve; thence along a curve to the left having a radius of 330.00 feet, an arc distance of 11.46 feet; ' 'thence aoc� :h 08612'31" meet a distance of 970,63 feet; thence south 01'47'29' west a distance of 30.60 feet to the north., east corner of the above described parcel; thence earth 881'31" west along the north line of the above described parcel a distance of 723.22 feet to the true point of beginning. VARC;1. Cs That portion of Government Lot 1, in Section 35, Township 23 North, Range 4 East, W. M. , in King County, Wash{ nc ten, described as follow Beginning at the northeast corner of said Governeent Lot 1, thence north 87°44'08* west along that north line thereof 166,45 feet to the centerline of C.M.ST. P s r RR R/W easement; thence south 1'51.39" west along said centerline 93.55 feet; thence north 88.08'21" west 253.00 feat to the true point of beginning of this description; thence south 88'08'21' east 226.00 fleet; thence south 86'25'18" west 211:93 feet; thence' south 374'43'51* west 25 feet to a point point of baeginm.ing bears north 1 °51' 39" east; hen>ree north 1.51.' 39" owns; to the rue point of beginning. ,(epovm.la t-i l NCB► GO ?. • 70r-411-16, a OGc-u p r ' To r,»L eLiILt�IN& frotee which the true esr..len Jr 6'1°1 ST/e LS PARCEL El: That portion of t3overnment Range 4 East, w. N. , in the described as follows: Beginning at the northeast Section 35; thence south 01919'01" west along the Lot 1 e distareoe of 82.38 feet; thence north 88'08'21" west a distance point of beginning; thence continuing north 88 °08'•21" west to thee• east line of Andover Park East; thence north O1 °51'39" east along said feet; thence south 88 °08'21" line of Parcel "A "; thence south 01'51'39" 48.00 feet to the true Lot 1, in Section 35, Township 23 North, City of Tukwila, King County, Washington, corner of said Government Lot 1 east a distance east lime of said Government of 167.24 feet to the true a distance of 253.00 feet east line a distance of 48.00 of 253.00 feet to the west line a distance of EXSITIO ACCESS Rte. • 1 1 w 4 a a w 0 0 Al �Pi CAP 124? -"Pc, t IIMMOOMMOMM rro Iw •MI.-. -- [r. -- 10•Yb1.l_Yrt.-- �-T.�p..4I Pr 1. - �w O • i, n - �4E •1 "5ily y. ,IMMMIMIMMMUMBICOMMOMM pr ii•11 ar.+tr.s MB MI ut • Jq ' ••- ,4 r *h'ok1 -._+ -r - ..ter•_ -+•q -v^ F p, yr n • • Sgll`' `'''�t:�;�4•' ^, "� •fit � MI W 1 I I 1 t ! ! t 1 1 I 1 -4 f t tat. 1 I , I! 1 I l 1 1 .. ?- t ..-1: }+ i 1.. :.,1 Rc. LANG; C>F PP^jzw'! I'~J<o faE4"10ve• xi�`r1�6 i�Lr^ -!`rte !'P'TGr# P" KFQ'f� I s 1 _1- I I I 1 1 1 1 1 1 1 1 1 1 1 E - 1 �;,.,eN 1'S 2 c6T12+P1r',a, iN THi Awrzefr, 1 7711111 t ✓ 1 `t i i � 1 ( i ! etiz-Fett --t 1 ' 1 1 I ! i 1 !tfl 1 1 i 1 i i i 1 - - • - -ApP PPIf NTEP tom" FE 2_a� feo^ -1 e)41`.1. 'GP f."Tpz.;F' . i� 1 1 1 1 1 1 1 1 t � - - -1 i - - i- f -1- 1- 1` + . _. u 1 i 1i 11 1 1 I l 1 I 1 1 1 1 1 1 1 --• Pn(7 P'PNTD ST1 -!P'E _1 ,! F f-' M �7(IST1 G ca"1121 PE- • O l 1 ' 1 1 I _.� I I I 1 1 1 1 � II 1111;1111 1 1 or c,--tticont-ico 1 I 1_ L � i 1 • I• 1 ttI ._n COSTCO WHOLESALE 1eitti 0 0 .r 4 4 444 e0e de• . -9:;..„3-Vto-47;r: Dcvi. tvu ot. &yet- Plcomin Viditic,m) 51n, ( 451-11-'60 C k.42135 MS CITY OF TUKWILA APPROVED ASNOTED BM Di Nab/ramb tp rr t; FILE: 1 / ; / /. C :.D SAXON PRAM ■ am man Mat malol 411.1MII UMW 111111111111111111111111111' 11111111111111 IL1111'11 I I 1 111 0 16THS INCH 1 2 3 • • .-.t'1h _. I = + . -:• . • '4 , ,-, °v,• ���#t .1r .• t ' :.' -i �:L^ a t . . ,1. L ..i _:I�, .S .:.f•. ', <.2% �, ..._...:.� �r � , .?,111 1# 1I 1i1i II 1I 1 ll1l 1I1I 1I II 1I 1I 1! II 1I11,II'IjI 1111 1I1 11 1i I(I! II jj 1111 1 1L1 1 III 111'1111i 1II� , 4 5 6 7 8 9 NOT?: If the microfilmed document is _less clear than this 11 notice, it is due to the quality of the original document. 111111111111111H11 111111111111111111111 1O 11 MADE"C*RTT '12 OE 6Z se LZ 91Z G? *�Z ez ZZ if OZ 6t 9 GL 9L St '4. Et ZL Lt 01, 6 9 L 9 S h e Z t eNw p X11 1 1. i i I i � 1•iI; ili�l I�� �i ,il III III ' Ii I ( ( 11 � ! .. I I ! II,�11, 11 1111111i�1111,11!1i II H1!I�II111�1111111111I,Wh iil�;,.. il„ ;?I,•;i it WI..i III I!1111111iliiilllif: IIII !,Iii111111II111lIlll'!tlliilll I I!!! Il�dI! I!! l! I! ill1111 flilllllll! IIIIII IIIIl11,6111'Ili!11111ilh!! 11111111 1111 11 !ih!1111111hh!i;lliliki1111111 1111111111 I • 1.1.11111 t ?> !PIM 1 9 1988 ri- ne 111166 293' III 15 LF 8' CONC. C -j_4 z1--- >4- -- / / EXIST. i /7414 1- U) 41 EXTRUDED CONC. CURBING ('rYP.) CL. ? t 2.0% MIN. W/ OI -WATER s F ORA'T'OR RIM - 21.50 LE. - 16.16 NEW 09 #5 TYPE 1 / RIM - 23.60 I.E. - 20.93 B GRADING & DRAINAGE PLAN NEW CB #4 TYPE 1 RIM a '� I.E. " 18.98 r 7 N 3$° ' 2' 33" W X43. 08' i -- _ EXIST. 10' STORM DRAM_ .. - .. • 's .w+�..'.y' Iri.i■i� 4a "- ail STS, ST. MH I - cf7l I.E. - 18.68 NEW CB #3 TYPE 11 48' FL OW RESTRICTOR 61E ---- POLLUTION CONTROL DEVICE RIM - 24.50 0.F. or 22.50 LE. 10' SE - 19.04 U- _1J9.04 - -- ((j N CD 11 I I / r/ II I ' 111 I a1 !1 257' ;;i -3 30' L, CONSTRUCT WRAF! FILTER HA / TE 4W4 SLT FENCE - SEE (- LIMITS OF ASPHALT PAVEMENT. NEW SAWCUT & REMOVEETE EXIST. CONC. CURBING ST, CB_ I..E. - 222.25 ALL, CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR'NUNICIPAL PUBLIC WORKS'CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AHEkICAN PUBLIC WORKS ASSOCIATION, 1981 EDITION (APWA) AND CITtOF TUKWILA STANDARDS AND SPECIFICATIONS. 2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE SITE. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT IN -PLACE ALL UTILITIES AND /OR STRUCTURES, WHETHER SHOWN OR NOT SHOWN ON THIS PLAN. DAMAGE DUE TO CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT THE CON- TRACTOR'S EXPENSE. 4. PROVIDE AND MAINTAIN TEMPORARY FILTER FABRIC SILT FENCE TO INSURE SEDIMENT -LADEN WATER DOES NOT LEAVE THE PROJECT SITE. THE FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING OR OTHER CONSTRUCTION AND BE MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETED AND POTENTIAL FOR ON -SITE EROSION HP.s PASSED. AS CONSTRUCTION PROGRESSES AND WECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIES MAY BE REQUIRED TO INSURE CompLETE SILTATION CONTROL ON THE PROPOSED PROJECT. THEREFORE, DURING THE COURSE OF CONSTRUCTION, IT' SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE DEVELOPER TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE HINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES. 5. ALL TYPE I CATCH BASINS SHALL BE PER APWA STANDARD PLAN NO. 52 WITH APWA TYPE 60A OUTLET TRAP AND APWA STANDARD PLAN NO. 49 FRAME AND GRATE. 6. ALL REQUIRED STORNWATER RETENTION /DETENTION FACILITIES MUST BE CON- STRUCTED AND IN OPERATION PRIOR TO PAVING AND BUILDING CONSTRUCTIONr UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. 7. THE BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS, WITH A LOOSE AVERAGE DEPTH OF SIX INCHES (6"), MAXIMUM DEPTH EIGHT INCHES (8 "), THOROUGHLY TAMPING EACH LAYER. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS EXCAVATED FROM THE TRENCH, EXCEPT THAT ORGANIC MATERIAL, FROZEN LUMPS, OR ROCKS OR PAVEMENT CHUNKS MORE THAN SIX INCHES (6 ") IN MAXIMUM DIMENSIONS, OR OTHER UNSUITABLE MATERIALS SHALL NOT BE USED. B. 9. • .1 ALL STORM DRAIN PIPE SHALL BE CONCRETE RUBBER GASKETED ASTM C -14 -3. • BEDDING FOR RIGID PIPE (CONCRETE OR IRON) SHALL BE CLASS "B" PER APWA STANDARD PLAN NO. 62 (PEA GRAVEL FROM FOUR INCHES (4 ") BELOW PIPE TO SPRINGLINE). BEDDING FOR FLEXIBLE RIPE (CORRUGATED METAL OR PLASTIC) SHALL BE CLASS "F" PER APWA STANDARD PLAN NO. 62 (PEA GRAVEL FROM FOUR INCHES (4 ") BELOW PIPE TC SIX INCHES (6 ") ABOVE PIPE). TRENCH WIDTH SHALL BE 40 INCHES MAXIMUM OR 11/2 TIMES PIPE DIAMETER PLUS 18 INCHES, WHICHEVER IS GREATER. BACKFILL SHALL BE PLACED IN SIX INCH (6 ") LAYERS COMPACTED TO 95X MAXIMUM DENSITY. 10. EXTRUDED CURB SHALL BE BONDED TO THE ASPHALT SURFACE WITH AS EPDXY BONDED AGENT SUITABLE FOR THAT PURPOSE. PLACE 18 INCH, #4 REBAR AT 8'-0' 0.C. 11. IN ALL AREAS, OTHER THAN ROADS, WHERE CONSTRUCTION REQUIRES THE REMOVAL OF SOD, ETC., THOSE AREAS SHALL BE HYDRO- SEEDED WITH RYE GRASS FOR THE PREVENTION OF ON -SITE EROSION. 12. ALL PIPE SHALL BE LAID ON A }'ROPERLY PREPARED FOUNDATION ACCORDING TO WASHINGTON STATE SPEC. 7- 02.3(1). THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE Top OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORH GRADE SO THAT THE ENTIRE.j.ENCTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE " EQUIREMENTS FOR "GRAVEL BACKFILL FOR THE PIPE BEDDING" THE FIRST LIFT OF PIPE BEDDING MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH IS LOOSENED, REGRADED AND COHPACTED TO FORM A DENSE UNYIELDING BASE. 13. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10.00 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE(S) , OR 15.00 FEET FROM THE TOP OF THE CHANNEL BANK. 14. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS. 15. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 16. ALL DRAINAGE STRUCTURES NOT ON PUBLIC RIGHTS-OF-WAY SHALL HAVE ROUND, SOLID - LOCKING LIDS, UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. 17. ALL SPOT ELEVATIONS SHOWN ON PLAN ARE TO TOP OF PAVEMENT, UNLES' OTIERWISE NOTED. 18. THE FACES OF CUT AND FILL SLOPES SHALL BE PREPARED AND MAINTAINED TO CONTROL AGAINST EROSION. THIS CONTROL MAY CONSIST OF EFFECTIVE PLANTING. THE PROTECTION FOR THE SLUpES SHALL BE INSTALLED AS SOON AS PRACTICABLE AND PRIOR TO CALLING FOR FINAL APPROVAL. WHERE GUI' SLOPES ARE NOT SUBJECT TO EROSION DUE TO THE EROSION - RESISTANT CHARACTER OF THE MATERIALS, SUCH PROTECTION MAY BE OMITTED. SEE ARLHITECTURAL SITE PLAN FOR DETAILED INFORMATION AND DIMENSIONS RELATED TO CURB RETURNS, PLANTER DIMENSIONS, SETBACKS, PAVEMENT EDGE LOCATIONS, ETC. 19. 20. ALL EXISTING UTILITIES SHOWN ON THESE PLANS WERE OBTAINED FROM A FIELD. SURVEY AND FROM AVAILABLE PUBLIC RECORDS. CONTRACTCR SHALL BE RESPON- SIBLE FOR LOCATING ALL UTILITIES WHICH MAY CONFLICT WITH CONSTRUCTION, WHETHER SHOWN ON THESE PLANS OR NOT. ENGINEER DOES NOT WARRANT THIN ALL UTILITIES HAVE BEEN SHOWN. 21. IT SHALL BE THE CONTRACTOR'S RE5PONSIAIL.I')'y TO NOTIFY THE TELEPHONE COMPANY. THE GAS COMPANY, THE POWER COMPANY, AND THE CABLE TV COMPANY PRIOR TO CONSTRUCTION SO THAT THESE OTHER UTILITIES CAN PREPARE THE NECESSARY PLANS FOR THE EX'T'ENSION OF THEIR RESPECTIVE UTILITIES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THESE ACTIVITIES. EEEE- TS OF NEW PARKING ALL LAYOUT EXIST. C- 22.29 1" 40' c 1 1 1 ; I I I I 1 I 1 I - -1 -I'- L -1 1- 1 1 1 1 I 1 1 1 1 L 0 -123 -- ----- I23w....,._- LEGEND EXIST. EXTRUDED CONC. CURBING PROPOSED EXTRUDED CONC. CURBING EXIST. PARKING STALL STRIPING NEW PARKING STALL STRIPING EXIST. CB NU' CB EXIST. STORM DRAIN NEW STORM DRAIN EXIST. CONTOUR NEW CONTOUR NEW ASPHALT CONC. PAVEMENT r"L -- 8 _ _ ` \ EXIST. CB R "-2-376-9 I.E. - 21.39 LS,AWCUT AND REMOVE EXIST. CONCRETE CURBING VICINITY MAP f / / / / / m� \ _EXIST. 2Lou I,E.. - 20.23 (8' S a W) EXIST. CB RDA 20.75 I.E, - 18.70 (8' C'.INC. N) I.E. - 18.90 (12" CMP W) R1M - 20.77 I.E. - 18.12 2 1 ------ -� EXIST. 12' STORM DRAN RELEASE RATE FROM DETENTION SYSTEM - 0.25 c1s NOTED SEE ARCH. SITE PLAN FOR ALL HORIZONTAL CONTROL ON LANDSCAPING ISLANDS , EXTRUDED CONC. CURBING., AND NEW PARKING STALL STRIPING. // / / 7 -7- - - -7 --771 / / / / i / / / EXIST Cj� I.E. -18.56 LE. - 19.30 -- - -1- .- _ - _ I__ -65 L.F. -I 8' CONC ' C -I4, CL.! 3 ' 0.4 ASPHALT CONC. PAVEMENT / VARIES 20.0' (SEE ARCH. PLAN) r- LANDSCAPING 1 0 a. EXIST. BIKE PATH 1- z w >- 0 w 1-- rn w D 0 w O 1�- o a cc s 0 LL. 0 cn CB ON DWI f / / BroFfC'r�N„_4RLjry" _. (TY�,Z / rAA11LLP GO / / / / / / / / / / / / / / j /� • •• LOW I AC NVIR6NM N SAWCUT ,Y REMOVE 4 EXIST."CHNCiItF t�,'�-' CURBING EXIST. & PROPOSED GRADE 2' ASPHALT CONC. OVER 4' CRUSHED ROCK BASE OVER I' COMPACTED SUBGRADE , - EXIST.. ASPHALT PAVEMENT NEW LANDSCAPE ISLANDS (TYP.) (SEE AItI 1I 1 i:.l; T URAL Si TE E PLAN FOR DIMENSIONS &-- HORIZONTAL LOCATIONS) -\o 1-- co RIM 21.28 I.E. - 19.53 tO 0' RIVE .- ENVIRONMENT IM•ACTGH ENVIRONMENT 'W ASPHALT 7,-(1 AVEMENT r- T ITS OF NEW RIS 4G STALL AYOUT NEW PARKING' STALL STRIPING (TYP.) -- EXIST, CB RiM - 21. I.E. - 19.053 8 / REMOVE EXIST. EXTRUDED /' CONCRETE CURBING & INSTALL NEW EXTRUDED CONCRETE 2 CURBING. SEE ARCHITECTURAL cr§ SITE PLAN FOR HORIZONTAL 1- LOCATIONS. (1) a -- -- -Z-L1 / /1 12' STORM I- EXIST. CO RIM - 21.52 I.E. - 19.77' ip ur wI EXIST. ST. MH 1 / l J F.= /1 r / / / i / / / /2 'r NE / / EXTRUDED CONCRETE co BWG O. EMO'IE,XIST. CONCRETE 1 UR NG, r/ / 1% / /Ii 1 1 ROPOSED ASPH .LT ONCR TE PAVING ROPOSED 0 CATCH BASIN \4 ✓i�.:.', y. '. ^ =' 4.,` .' K .: J r ,. ;, ti ., f: ✓. L, ,1 •11III'11111111111111111111I111I 11111111 If I})iIJlllllll1 11; ll1Ili1IIl1II( IIIIIII,IIIJIIIi1111l11TH:' i!f 1111111111111111l1111l11il1j j1f 1�111�1(; j11111111111l11111111li11111111111 Ij11111t ' 7 8 9 10 11 UOE H I RMFT 12 microfilmed document is less; clear than this due to the quality of the original document. EE TRATION AREA OR GRASPE EE ARCH. PLANS 1110FILTRATION AREA DETAIL NTS O 16 THS INCH 1 2 3 4 5 fi NOTE: If the ? notice, it is e 0c 6e 8G LZ 9e se hz Ce ee Le O!z 61 et a 91 �: ti1 e1 z: L: 0� 6 8 L 9 s 7 e z 1 ww p (! lll1!! II1IIII�11i !�Illi�!!!!11111111Illlillil! III! I!! �liill11 11,! i! II! illililillillll! liIli !I�1111111111iII111111ijIj( 1111111! ?! I, I; ii!!iiilililiiiil!lii1(Ili1illl IIIIII I �' jl 111�1''I I' I 'll't i "III 1 I 1 �1 I I I Ii I �1 ' I I' I ! II 1111111 Ii11111! II, 1It. �111l� ,1!11.111:!IIi111iIIIi,i111 1111!! l! 11, 1111��111111i111111111hH1111111WIIIIIHi !!111 EXIST. CONCRETE CURBING TO BE REMOVED NEW 2" ASPHALT CONCRETE OVER 4' CRUSHED ROCK SASE"' -' AtICO FRAM D LADDCR OR STEP OFFSET, SRC NOTE 4 FRANE 6 G1(AT. ELEVATION PER FLANS �n z OVERFLOW 0 i ELEV. 1,0 PROW( DETENTION • OIL SEFARATION. ELZV.1 22.50 SECTION A - A N.T.S. I J Q w g cc 0 PROPOSED GRADE ..�- EX1ST. GRADE SECTION El - E SCALE I" - ;0' HORZ. I" 4' VERT. RIM; 24.50 ROI:NC S0L10 CO':ER MARKED "DRAIN" WITH LOCKING BOLTS UNLESS OTPERwISE APPROVED SY ENGINEER NO1E5 2. 3 - CHAIN -200N CAPACITY SLACK WHEN GATE IS DORM FASTEN CPWN TO FRAME. STANDARD GALVANIZED STEEL OR ALUMINUM LADDER /STEPS. 4 CLL&NOVT GATE A. SHEAR GATE, IRON MOOT BRONZE MTO. CLYMPC FOY STD OR, B. LIFT GATE. C/C /I-LG, CA3 AADE VERT INC., OR C. 01}[R DEVICE APPROVED BY NOINF.ER GREEN RIVER EL =23.4 m 9000 cis - MEAN HIGH WATER ;EXIST. PVMT. - - -- - _. CITY CF TUKWILl APPROVED 1988 AS NOTED 13 WW1 N 5NISION PIPE SIZES B SLOPES, PER PLANS OUTLET CAPACITY NOT LESS THAN COMBINED :NLET3 ;AETAL PARTS A. CORROSION RESISTCNT OR GAINANIZEO OR ALIMINUTA TYPE 2 B IF GALVANIZED STEEL PIPE, HAvE ASPHALT TREATMENT 1 FRAME a LADDER OR STEPS OFFSET SO A, CLEAN,tWT GATE IS VISIBLE FNOM TOP 6. CLGNBDOwN SPACE r3 CLEAR OF RISER 8 CLEANOUT GATE C. FRAME IS CLEAR OF CURB STRUCTURE SHALL RE A TYPE U CATCH BASIN MINIMUM. IMO FICSIRICTOFF PLATE *ITN ORIFICE AS MO:1E0. NOT NEEDED IF ONLY FOR CAL POLLUTION CQ)F1:OL. ORIFICE : • 2 118' 0 PLAN VIEW CB #3 - TYPE 11-48" FLOW RESTRICTORIOIL POLLUTION CONTROL DEVICE N.T.S. 1. 9 11 RUG 19 1988 • PROPOSED ASPHALT rCONC. PAVEMENT 1 EXTRUDED CURB DETAIL : irddgaii.on Legend-. pe.;ril lortr l / la /Atkiza-5 F?.I, AnJu4r te-¢174 /Mk., Al" f Gtuft v; IuSrMt P e 1. QOJU,K" $ At IL» itet 6201 eEC'.i 11 t'ALI. r.. 1L 11 11 O Go vnevL l vAwi✓ 1 oU E ricAugf- r-fx, ut,a-ota- zo11R4 v/&wE s!ZE, QUICK cotirt,e L'i21uk-Ioci Po u }Jr bd u C DP., rnic1 RI114r' eciP qa roe-IIP(Cv. 4, �l 1275.0401H2 Wxto, 15 - '-SW-1,6T6 (H ) Q ) IzA11101s42 0o6v, (11-1 1G) F410131120 I Paco V15- - iziffa (e 1s r) i2Ald 'I 7 150 Wtari - Anart-1t, 4,\40,4- 12A s (1%219 Y 4 - I OO (I 1 /t°) ka�, IIJ�I 3126 W1-114 5W - 0- W, HALT ¶A O- l�ot,. 4 22/14 cvf- rIlk1G1 A -riga.ti r Details '1 ou6-riG c:o1 tr 'L vvLv ; 517-1✓. MI& KAKI 11JlerALL p e 0 t2 ThII, * 5 • 1 SrrT1011 Go!- ltr00, 12- To - L CrixrU, 46 mg IJ cll. Oki YF-119 l°LL\LJ 1 17011e1- clg ' ')m-v I1.k,1-ALt- rEte t2trAIL 2. 141124 IIJr{2 \s./ Imi 100 /v1 l4 ltd -OK \JAW'S. ; 2/00 12 1 • 4-"11.1GI ouT er -ro ±so t,;ti 1°A1- 1t7A,I!2t2 t I ic1 24-1cle. 1 ire M,AiI.IU1.1e - 1141ecuc114 Our; slz� psra RAP (3/4" M1�IIMUM� it (211 HIOiiuM) li i r'E.4a L7E1AI L 0.3 ; WOVII%f. 0v./1JEY- \lf1-14 i P:2k6TbL 1r i UiGIJ[� 5 1 L tilcrime 5) saevE, rrN IWI A,-rlo1J ,AI1.IL11..1 =.@ 1611 b f-1 13U12Y 1Pal' t7C=EP !U r'Lb4Jt`IkKi LI A __._...•. --. fir __, ._...__--- _____________________ sommiorsormerace �...� -1"-70/Q.._ 4 ►- q0'! 111. :, �,!A1 t: °!c +I1t . I;rr+l►tair'' �rr�w= »'"rte R ±uw�:+rAlb Olt Noass aHM mat IMO VII Mr MOM 161 11 ream.arna Iffi arrrMU ANrwrM•AIamw�swwsaa Ina r ems sag sos ma ma amama pas am t /Ls Zif2N 211;,, - I 91 'q' 141 I 1 11 ! ; i! I I . i I 1 I ! ; I I I i; rf1 1 l► 1 i 1 1 1 i t Olt Noass aHM mat IMO VII Mr MOM 161 11 ream.arna Iffi arrrMU ANrwrM•AIamw�swwsaa Ina r ems sag sos ma ma amama pas am t /Ls Zif2N 211;,, - I 91 'q' 141 I 1 11 ! ; i! I I . i I i i I ■ ,. 11 172.) 1 ...poi.. /4" /4j - --- $ 171 U 2%L'1 vie 1 1 ! ! ! i • 81 1 1 1 ;III II, �. 1 214 1161. 0 /P- Zll�l. STC© WHOLES.A 1 flop :W C011 O1.L.- I.cXAT1Ca`i' IJ crr'E- { 'owi0 P01iJfi" -op -coo u€crlolJ LocAt'Ic*1 4EE iJt71'F 01. ------ I " , I i , 1 , I III J tti:1 -.,1 .> X10 i c1�tiiUG1 WATEg 1 1141 Ir ,�wa'a.pf�gw ax �_.w�•,�..��p� �?!.'RM..b�tM1 ir' Zli Z 1161. a,/ 11 11 trimas z!1 ja. d-- ------ 3,4H SAXON DRIVE r1 r.typt 7,44.00M eta e t4 PA/X. VA, !2' y'' t%' 4 4r L!• MF'P dr ~qty 0O.121Ftg JoINr "y: 1. WO' 4F4 ►"+F'ti.Y 042 RY.,Er -,f PAZ -f inr�C.•. 1 'SEAL AU, , j17„ter W /?L1 r. 1 n 01 MAW 't ob0:. CiVt ' 19.16' N 1G rt `N lu 1?vC. OS. g'r / fHip ; " RV. C, (NM 4'1,')A1,U . 13e, 1i • 00, /k PVC. SAP ictr'*r E:t ?1,t3 f PVE1T 1.4Z 1'aB tf1ttCb•" k.; ►'t 1111 ': t4, 1 ' „ i•f?x. 1,—e AL eavn- EC.Tiaq Y., Way • pF freo ice, dilme ev1Ze PV. C. ELL /1 e 'W4 r , I gCN. 430 -Rine stytt j,5+Nr PV.C. MAt1,iUNe RV: Ire 4 R�.!-itA* TES : - 1,0Ci✓ € plc: 4 As Axirep ory rN - t/r Are 19149/4;.. 'P'sPf✓ owe • • Al �i, TFh Reko71 ,� /F.. .1^�i: 0 Quick Co ' er Lo_ t l r..!!P — b_Ff+tUi>' l es tYrfYe .sue s caualr .apvs. Pvt.: LIM r-#\e , vinn - •IW4n;eP sutler -r- HMI + PAL -- tetliti CM- +dvt rr .1. r tic tt . , . Mors, craw, , 4V 4 V finS * I911t& D a bites. tW1. 81 tat, Il I1A .s, exi.ontarl:I4 .or FT*1 *•1 04.w,. MANUAL DRAIN SALVE 4a �'ti,.'t.✓ 1.�..J y.1.F p.Yv �J. -.'.� nwf �' • • iI X IT VAthi larAem MVNLIN6 _ CzivrC'c:L WtfZ'Es'' - 1 Remote Con t .. f %.•..� ••i r.T »,'� _ - ....'`.? r '', i! 111111 111111 111111111111 1111111111 1111111j111' 11111! 11 111 11111I1111111J1111 111J!I11!1111111111i111111 11111 11 1111J111111i111111I11111111111111111111111I11111111 111111111 2 3 4 5 6 7 8 9 10 NOTE: If the microfilmed document is lea: clear than this notice, it is due to the quality of the original document. 0 10 TH$ INCH 1 1 1 General Notes 1. p Appi-dxinlet° point of connection to 1! 1 /2" iTtetered service line for site irrigation. Yor if' -1 -ei4al6Clo tonwith i,}renef, 0 -ta-b r'If eepvite4in8.is root 8vai.labloar-1'iot •st, ffic 1tr :. size,=,extwf,mpinline around the site to Saxon Drive as required to provide the gallonage.- .- 3 irldir%tedo!; the drawing. Provide a I -1/2" meter if required. Obtain Owner approval for any modifications to this plan prior to the stert of work. F lt'rigbtion Mainline & laterals, and water line for drinking fountain shown on this plan 1. are schematic only flake any minor changes necessary to coordinate with actual built, dimensions and conditions. ,. • r 3. ; Coordinate controller locatt .withowner. Well mount ateyela.ei!: Provide 120v'Oit ,t'.:; 3 S an*p tower to controller: Provide 1 =1 /2" t onN ;from controller to nearest olontirstii. o paving or curbs to r, tion,S; £'xtendconduit Zifirilit 4 area served by frr imticn system. Patch ar i r #r� sotitfactIon of Architects and in accordance Wit f t , s 4 t laming area below g a*, wand f1 Pi. 4, i} Mast all Irrt tion tl ds'tloOrotsi e. 't- fr.af.i, CN... t..f 4 ! L.w....c., C " s...wl., i ..,........ v. 1. tviVWCW9. . JG+% utl :IGT.PJ' V n !r UM (An VJI.4S M. jlR• 1►C . S. Drink ingfoi:ntaif location is schematic only..,*.iordinotetA 1, install dr in4�; 1. fountain in accord with any *Utah*. t venrkln rgtirements. 6. T tint water line to dr inking fotlRt8ln up Stream n from► irr igatioie point -vfL t t)n„ wa>� 'line ts� drinkirg frnarain to tae x/4 type "m" c peer piping or other a 'rove r rnefferial for ilateWe water suptily. Sleeve ureter. Tine with it rig tion.o►a nlfna (3crtrs peNi&n* t scorn an plan ;Irate water line in planter along westerri ova of Pr c> rty; ' °,.:. / '8c water lire at a minimum depth of 18" throughout, and it tfat) pipe where it mt t I fountain nncdd.t;.c. to allow for year round rr:.e. 7. 1 .Ve1 i /yr/dm/ nt 3S.gpm �+ -sw .o.c..p ,te.instoi ; >,., -," _.-. -... ._ _ _....... ass: .. niniym cree!throscc „3� locetion.with owner. lo clueing iiollg hack flow s ))--f P700)156 A0 ex faLo- C‘Lcv pioao prow 111111!IIIIIIIII11111I 11 M E 46ERMAII1 12 0E 6Z 8c: LZ 9Z 5Z 17Z t;L ZZ lZ 07. 61. et Lt 91 St +it £t ZL it O( 6 8 1. c 5 C Z t :.w 0 11HiIIllilill111!II 1111111111!!!!IIii1�il!IIII;I I!l;iilili!! !I!i!i11! 1111! i11111!I!�!11'I!li'il!111!11'•! !! ! !I!111h 1 11!11111!1'111 Ii !, I, I,,I,I 1i i1; 11 111111 1 1 I lip , , I. , i;!111j ' 1 Ii 1 1Iir I I.I 11 I, I 11 111 I III ..1.1..1..1 ,I. f.,.ifll(IIIII,Illlil11.. 1111,Illl , lllill1,11111111111.1111li Ililll.il�li,l.,lil Illillilll!Iillli�!�.IIIIlIIi If11i11LlIll11�111fI • 11,11 G 919 8 CITY OF TUKWILA APPROVED 1!OV s 1988 AS 1101E0 BUILDING a O Si ATE OF • WA$ HIt ?C, TON 1 'iii f •E~ VoillaMAN 2 q I It 1 1 i l I i 1 1 I U 2%L'1 vie 1 1 ! ! ! i • 81 1 1 1 ;III II, �. 1 214 1161. 0 /P- Zll�l. STC© WHOLES.A 1 flop :W C011 O1.L.- I.cXAT1Ca`i' IJ crr'E- { 'owi0 P01iJfi" -op -coo u€crlolJ LocAt'Ic*1 4EE iJt71'F 01. ------ I " , I i , 1 , I III J tti:1 -.,1 .> X10 i c1�tiiUG1 WATEg 1 1141 Ir ,�wa'a.pf�gw ax �_.w�•,�..��p� �?!.'RM..b�tM1 ir' Zli Z 1161. a,/ 11 11 trimas z!1 ja. d-- ------ 3,4H SAXON DRIVE r1 r.typt 7,44.00M eta e t4 PA/X. VA, !2' y'' t%' 4 4r L!• MF'P dr ~qty 0O.121Ftg JoINr "y: 1. WO' 4F4 ►"+F'ti.Y 042 RY.,Er -,f PAZ -f inr�C.•. 1 'SEAL AU, , j17„ter W /?L1 r. 1 n 01 MAW 't ob0:. CiVt ' 19.16' N 1G rt `N lu 1?vC. OS. g'r / fHip ; " RV. C, (NM 4'1,')A1,U . 13e, 1i • 00, /k PVC. SAP ictr'*r E:t ?1,t3 f PVE1T 1.4Z 1'aB tf1ttCb•" k.; ►'t 1111 ': t4, 1 ' „ i•f?x. 1,—e AL eavn- EC.Tiaq Y., Way • pF freo ice, dilme ev1Ze PV. C. ELL /1 e 'W4 r , I gCN. 430 -Rine stytt j,5+Nr PV.C. MAt1,iUNe RV: Ire 4 R�.!-itA* TES : - 1,0Ci✓ € plc: 4 As Axirep ory rN - t/r Are 19149/4;.. 'P'sPf✓ owe • • Al �i, TFh Reko71 ,� /F.. .1^�i: 0 Quick Co ' er Lo_ t l r..!!P — b_Ff+tUi>' l es tYrfYe .sue s caualr .apvs. Pvt.: LIM r-#\e , vinn - •IW4n;eP sutler -r- HMI + PAL -- tetliti CM- +dvt rr .1. r tic tt . , . Mors, craw, , 4V 4 V finS * I911t& D a bites. tW1. 81 tat, Il I1A .s, exi.ontarl:I4 .or FT*1 *•1 04.w,. MANUAL DRAIN SALVE 4a �'ti,.'t.✓ 1.�..J y.1.F p.Yv �J. -.'.� nwf �' • • iI X IT VAthi larAem MVNLIN6 _ CzivrC'c:L WtfZ'Es'' - 1 Remote Con t .. f %.•..� ••i r.T »,'� _ - ....'`.? r '', i! 111111 111111 111111111111 1111111111 1111111j111' 11111! 11 111 11111I1111111J1111 111J!I11!1111111111i111111 11111 11 1111J111111i111111I11111111111111111111111I11111111 111111111 2 3 4 5 6 7 8 9 10 NOTE: If the microfilmed document is lea: clear than this notice, it is due to the quality of the original document. 0 10 TH$ INCH 1 1 1 General Notes 1. p Appi-dxinlet° point of connection to 1! 1 /2" iTtetered service line for site irrigation. Yor if' -1 -ei4al6Clo tonwith i,}renef, 0 -ta-b r'If eepvite4in8.is root 8vai.labloar-1'iot •st, ffic 1tr :. size,=,extwf,mpinline around the site to Saxon Drive as required to provide the gallonage.- .- 3 irldir%tedo!; the drawing. Provide a I -1/2" meter if required. Obtain Owner approval for any modifications to this plan prior to the stert of work. F lt'rigbtion Mainline & laterals, and water line for drinking fountain shown on this plan 1. are schematic only flake any minor changes necessary to coordinate with actual built, dimensions and conditions. ,. • r 3. ; Coordinate controller locatt .withowner. Well mount ateyela.ei!: Provide 120v'Oit ,t'.:; 3 S an*p tower to controller: Provide 1 =1 /2" t onN ;from controller to nearest olontirstii. o paving or curbs to r, tion,S; £'xtendconduit Zifirilit 4 area served by frr imticn system. Patch ar i r #r� sotitfactIon of Architects and in accordance Wit f t , s 4 t laming area below g a*, wand f1 Pi. 4, i} Mast all Irrt tion tl ds'tloOrotsi e. 't- fr.af.i, CN... t..f 4 ! L.w....c., C " s...wl., i ..,........ v. 1. tviVWCW9. . JG+% utl :IGT.PJ' V n !r UM (An VJI.4S M. jlR• 1►C . S. Drink ingfoi:ntaif location is schematic only..,*.iordinotetA 1, install dr in4�; 1. fountain in accord with any *Utah*. t venrkln rgtirements. 6. T tint water line to dr inking fotlRt8ln up Stream n from► irr igatioie point -vfL t t)n„ wa>� 'line ts� drinkirg frnarain to tae x/4 type "m" c peer piping or other a 'rove r rnefferial for ilateWe water suptily. Sleeve ureter. Tine with it rig tion.o►a nlfna (3crtrs peNi&n* t scorn an plan ;Irate water line in planter along westerri ova of Pr c> rty; ' °,.:. / '8c water lire at a minimum depth of 18" throughout, and it tfat) pipe where it mt t I fountain nncdd.t;.c. to allow for year round rr:.e. 7. 1 .Ve1 i /yr/dm/ nt 3S.gpm �+ -sw .o.c..p ,te.instoi ; >,., -," _.-. -... ._ _ _....... ass: .. niniym cree!throscc „3� locetion.with owner. lo clueing iiollg hack flow s ))--f P700)156 A0 ex faLo- C‘Lcv pioao prow 111111!IIIIIIIII11111I 11 M E 46ERMAII1 12 0E 6Z 8c: LZ 9Z 5Z 17Z t;L ZZ lZ 07. 61. et Lt 91 St +it £t ZL it O( 6 8 1. c 5 C Z t :.w 0 11HiIIllilill111!II 1111111111!!!!IIii1�il!IIII;I I!l;iilili!! !I!i!i11! 1111! i11111!I!�!11'I!li'il!111!11'•! !! ! !I!111h 1 11!11111!1'111 Ii !, I, I,,I,I 1i i1; 11 111111 1 1 I lip , , I. , i;!111j ' 1 Ii 1 1Iir I I.I 11 I, I 11 111 I III ..1.1..1..1 ,I. f.,.ifll(IIIII,Illlil11.. 1111,Illl , lllill1,11111111111.1111li Ililll.il�li,l.,lil Illillilll!Iillli�!�.IIIIlIIi If11i11LlIll11�111fI • 11,11 G 919 8 CITY OF TUKWILA APPROVED 1!OV s 1988 AS 1101E0 BUILDING a O Si ATE OF • WA$ HIt ?C, TON 1 'iii f •E~ VoillaMAN 2 q Planting Legend. sL 1 AIWE. - ErCo 1. . -- Existing tred*to remain Pseudotsuga ides,, 1 Buu¢as Fr Acer nix= 'led Sunset/ Red Sunset Maple Steer Maple 'Scfnwederrl SHRUBS Berberis thunbergii 'Crimson Pygmy l Crimsom Pygmy Barberry Cotoneaster lacteus l Red Clusterberry 0 Arbutus uneda l Strawberry Tree Osmerea burkwoocii 1 Fragrant ©smrre'a airtitiPCOYERS liedera ilix 'Betio' l Enc .Ivy Sod fart . I®QSFfnM1TERIAL'13REMAIN Save and protect. Good form, no yellowing, B&B. (Relocate existing material to new locations shown on play. Add new material es specified. Replace any trees damaged during relocation process.) 21/2" Cal.. l ©'- 12:A_ good form, 8&B. (Relocate existing material to new locations shown on plan. Add new mate as specified. Replace any trees damaged donna relocation process.) - M 2112'" Cal. id, d I2'Ht.. good form, B&B. 12" Ht., Symmetries, weN formed, B&B. Fu l forth, vigorous specimens, B&B. (RelocateOsting material from areas to be demolished to new locations shown on plan. Add new material as specified. Replace any material damaged dunning relocation process.) l6'' i4" Ht., Full form, vigorous specimens, B&B. i3` u'Ht., Fu$' orm, vigorous specimens, ' i&B. (Relocate existing material from areas to be demolid to new locations shown on pfon. Add new material as fief ,;pace any material damaged re Oc boon process.) 4" pots, 18" o.c., 'triangular spaced, min. (3) 6" runners. 1st row 12" from planters' edge. . (ail planting New unless otherwise indicated.) Al; For specifications. Save and protect. J, • s.; .1J4 -bi •'fill IG Iei -4,',i ; "A It Oa' At?L; (S) f in 04;n",AI , t i� I i 1 i •G Xi9T1uC1 (- ollIfe. i 4 a �;l, 6=a-r4i e' t r rvciE i.4,464- 19w;ir.A.,e;LE, ' i 1 . , rt. APT~ -47A/v\ 1 . I-1LAt.4r1 "IJT A,GC2 (3) Y * (I) O MAPE,A , „---- rIGi.1I G —. A ��A 0 ��- <i i-1 -I1 4,,C9 ) , IAJL`. 4 l%trc~1"-UTr) • I I _ '1.L1Nt1 LIC1 I51.d1�1 - N>�'P� i Planting island Details r7/ LYI UC rQUl I.A1I.ti, Iley�l10 I.t ; soEer ©©T©© MHO 414'; te 'LW ki I -t A F 1t2 "g" i3t1'i'" Abe (2) G�/tisA ff ( 540a0E - Mcr✓ A0`.? C)(1`1, 1 i,J CAI "A-regik. u OT- SH vw'J To I•'fNw, i tJ . General 'Planting Details "2u.2 HEM- FlF rbTAic to 1N2 4T1?> N2 NU P EiN -MAt. !c "1' , f I N T TOP or GIAKe :1 wAl*v PESVAIWN6, WI NP pl."441Hroc‘rit4/ rg:reef Tree Planting SAXON DRIVE II;y It �t -""" C(t�/Ul/4 TRSZ into. .0ViN• \Mt ,� ---F�. t.• Initetettiv OFF Tor %P., lrtA LL "1" r° lc` MtIVCH `FINIC-I.1 6WAt PL /Tliv 1' C lcF fit. r BALL . Deciduous Tree Planting Or F17 itu KLAN 5 (SA AAA, • OA17 PFa NV 3E1 ei5NEPIC NvLGH t:OF orotund Ovietis !JAN.-Twice -Twice Shrub Iahting N .T S . 4 p., o,r CQ\JT. A5 sl ,c'P t���lrvTll k'E=1 t14. General Notes i 1) LAY oUr SNUvJ1..I o n -115 ,I,l A1eE- trod SU42.,.J y S`t) , 12611- I.At.le; I GO! ISLIL-rINt� l- l�Ir.I Imo I Jc- ./YTE G -7/26/ SP .2, 2) #2 t-t.oGb,-r 14-1Y 14\00,r ILL 1 I IJ Ale€26 ro t'f, Oat•AOl.4€11 ) r 1 I t9 1lJ' CiE1•jb 1,1 L. Gw1O J ' b ..)I CI1-1a°r p-t' THis tPt, Aki . 3 12- E. FOM X11 , ANA r.y1-1-11,1cri pL.,Aur MATE.Kl4L. it A'I -ro i7E U*1 -i4G. ✓-: ,•:r-,..:.., ,.. rl r �f...� • ...' e`•'�:.. 1. ,1. ... �' •�`r� �F ` p, .l :rpi,i :i ».:. -...( g'I/ c -' »f..'. y,. 111111111111111111111111111111111 1111111111411.1IIi 11111111111111111111J111 ;11111 111 111 1111111 1�1 1111i11 111111i 111 111 111 111 111 111 1111111!'1 111 111 111 ;11 1 1 111 1 1 111 1111111: III I►�11111111l1 111111111 +�i 0 to THS INCH 1 2 3 4 5 6 7 8 9 . 10 11 W EIR..ERMAMY 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. • Q€ 6Z Se L. 9Z SZ 47Z EZ ZZ 0? 61 91 Ll 91 Sl iii Cl Zl 11 01• 6 9 L 9 S rj C m 1 Z t i 1 1 j Q ! 1 I iliillll„ IIIl1�1�1�1111 !liil!!!III!I! !I!! !!I!illli ! III,! II! �!! i! Ii!! iilli !'!!1111!!•II�!IIII!,i!!!�!!!I I!!!�IIII Illi!IIi!!II!I�IIII 111111!1 {,!! I • Planting island I =I 1 0 Type B4 riuG ? 9 1988 , CITY Of Tunwt1R APPROVED Nov 8 198 AS WED — PI,' "'mi STATE 4F WA Sl IIP:C' TON REGIS1 QED :T+ P; • �;-1iTEC'T jiti i'"# :a .. WEISMAN CEP-MICA-5E NO. 321