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HomeMy WebLinkAboutPermit 3014 - Tri-Star Development - Park Retail - ShellJob Address 640 Strander Blvd. Tenant /Owner Park Retail Date of Issuance .2 vg-6 5 Description of Work New (shell only with unfinished . nterior) Legal Description a] ttached Property Owner - . I- - ''ii- Address4232 198th S.W. Lynnwood, WA 98036 Phone 774 -5871 ngineer Architect Commercial Design Association Address4230 198th S.W. Lynnwood, WA 98036 Address1308 Alexander Ave. E. Tacoma, WA 98424 Phone 771 -2300 Phone 922 -1884 Contractor Rushforth Construction Co. Authorized Agent License No. RUS -FC- 305 -R1 Value of Work 908,052 Fire Protection C7 Sprinklers CI Detectors Use Zone C -2 Type of Construction..V -N App -1- --A •ad --B-J Issued By:dii--.,„ INSPECTION RECORD - 433 -1845 Type Insp. Date Notes Setback Date Rec. 0 1st Fl. 29,292 Rebar B -2 N/A P.C. Footing 9 -17 3207 2nd Fl. Fdtn. Bldg. Slab .2 -JL1 /'OCf ] Frame Demo. Bond Wall Bd. P . C . 11.00 -'- i ,' AI ( aw i eal --- p .D O /-I 'Me . Total 29.292 Tot. 29.292 B -2 Tot. N/A Total y►ym(')D Dept. Approvals Req'd Insp. Date Planning Div. Health Dept. Public Works Dept. Plumbing Electrical Cert. o occupancy Tize of Unit or Building Uses Sq.Ft. Occ. Occ. Load Fees Amt. Date Rec. 0 1st Fl. 29,292 Shell 29,292 B -2 N/A P.C. 1585.00 9 -17 3207 2nd Fl. Bldg. 2455.00 .2 -JL1 /'OCf ] Demo. Bond P . C . 11.00 -'- i ,' AI ( aw i eal --- p .D O /-I 'Me . Total 29.292 Tot. 29.292 B -2 Tot. N/A Total y►ym(')D B PERMIT I OF THIS ERMIT MUST BE P STED CONSPICUOUSLY ON BUILDING Special Conditions Approved for Issuance By, THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS 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 OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. NOTICE Sig'riiiture of `Co tract or Authorized Agent Dat `� PERMIT NUMBER 00/ Control Number 84 -325 FINAL APPROVALS: Fire Dept. Date Bldg. Official Date THESE PREMISES SHALL NOT BE OCCUPIED UNTIL ALL APPROVALS HAVE BEEN SIGNED. CPS No. I Oetsd Me eel M1 h Opening Ned Water Leader 11 ALL TEMPERED GLASS SHOULD BE LABELED 50 THAT LABELS MAY BE EASILY INSPECTED AFTER INSTALLATION. 12. THE FLAME SPREAD AND SMOKE DENSITY OF THE INSULATION SHOULD BE SPECIFIED. ALL INSULATION MATERIALS INCLUDING FACINGS, SUCH AS VAPOR BARRIER OR BREATHER PAPERS INSTALLED WITHIN ROOF O 25 WALLS EXCEED FLAME X R ��?? 45U. THE FOAM PLASTIC INSULATION SHOULD HAVE A FLAME SPREAD RATING OF NOT MORE THAN /5 AND A SMOKE DEVELOPED RATING OF NOT MORE THAN 450. ALL PACKAGES AND CONTAINERS OF FOAM PLASTICS SHOULD BEAR THE LABEL OF AN APPROVED AGENCY SHOWING HIE fLAMI SPREAD RATING AND THE SMOKE DEVELOP RAT1t3 OR THE 1'iE FOR WHICH THE PRODUCT IS LISTED. SECTION jj j112 (A) LdA'LDESCRIPT1ON LOT 1 OF SNORT PLAT NO. , RECORDS OF KING COUNTY, WASHINGTON LEGAL DESCRIPTION . All that certain real property situate in the City of Tukwila. County of King. State of Wshingtoa. being • portion of the Northwest 1/4 of Section 25. Township 23 north. Range 4 East. W.N., and baing more particular described as follows: Beginning at • point on the westerly right - of-way line of the nest Valley Nigh ey (SR 181) at • point which bears South 11'07'31' West 50.00 het from the centerline thereof at Highway Engineers Station 160 + 00; thence from said point of beginning along said Westerly right-of-way line South 12'18'30' East 250.45 feet to a point thereon which bears South 81 07'31' West 35.00 feet from the centerline at Highway Engineers 162 + 50; thence South 05 East 112.3S feet; thence tangent to the preceding course along the arc of • curve to the right having a radius of 50.00 feet and a central angle of 86'22'37'. an arc length of 75.38 feet to a point on the Northerly right- of-way line of Strander Boulevard; thence along said Northerly right -of -way line tangent to the preCedtng curve South 81 West 28.58 feet; thence tangent to the preceding course along the arc of • curve to the left having • radius of 700.00 feet and a central angle of 19'33'22' an arc length of 238.92 feet; thence tangent to the preceding 9' curve South 61'34'0 West to an intersection of said Northerly right -of -way line of Strander Boulevard with the Easterly bank of the Green River; thence Northerly along said Easterly bank to an intersection thereof with the Southerly line of the Bow lake Pipeline right -of -way (30 feet wide); thence along said Southerly line South 87'12'48' East 194.01 feet to a point on the Westerly right -of -way line of said West Valley Highway; thence along said Westerly right -of -way line South 08'52'29' East 165.06 feet to the . point of beginning; Situate to the City of Tukwila, County of King, State of Washington. SYMBOLS / 13. PROVIDE EXIT SIGNS (NON-ILLUMINATED UNLESS OTHERWISE NOiFD) OVER EXiT DOORS AT THE REAR OF EACH SUITE. THE COLOR AND DESIGN OF LETTERING, ARROWS, AND OTHER SYMBOLS ON EXIT SIGNS SHALL BE IN HIGH CONTRAST WITH THEIR BACKGROUND. WORDS OH THE SIGN SHALL BE IN BLACK LETTERS INCHES IN HEIGHT WITH A STROKE OF LESS THAN 3/4 INCH. 14. 1-1/2" HiGH ADHESIVE APPLIED ENGRAVED PHENOLIC SIGN TO BE TtI!sEROUR Mu1��TKLMMNIDURLOcKa DURING - BVsIHRgt HOURS. SHALL BE IN LETTERS NOT LESS THAN 1 INCH HIGH ON A CONTRASTING BACKGROUND. toi All that certain real property situate in the City of Tukwila. County of King. State of Washington, being a portion of the Northwest 1/4 of Section 25.. Township 23 North, Range 4 East, Y.N.. and being more particularly described as follows: Commencing at a point on the original right -of -way of the West Valley Highway (SR 181) at a point which bears South 01'07'31" West 50.00 feet from the centerline thereof at Highway Engineers Station 160 + 00; thence from said point along the original Westerly right -of -way South 12'18'30' East 31.00 feet; thence South 83'00'00 West 6.22 feet to the TRUE POINT OF BEGINNING; thence South 08'52'29' fast parallel with the centerline of West Valley Highway 354.73 feet to the beginning of a non- tangent curve which the center lies North 58'20'19' West; thence •long the arc of a curve to the right having a radius of 50.00 and a central angle of 49'27'50" an arc length of 43.17 feet to • point on the Northerly right -of -way of 3trander Boulevard; thence along said Northerly right - of-way South 81'07'31' West 28.58 feet; thence along the arc of a curve to the left having a radius of 700.00 feet and a central angle of 11'41'34' an arc length of 142.86 feet; thence leaving said right- of -way North 35'30'00' west - 209.99 feet; thence North 09'30'00' East 77.09 feet; thence North 35'20'00' East 78.08 feet; thence North 54'30'00' East 161.78 feet; thence North 83'00'00" East 79.22 feet to a point on the westerly right -of -way of said West Valley Highiray and the TRUE POINT OF BEGINNING. LC ZC PF OC SI BU SI CO UBI SE . PA( PAF LAP Job Address 64U ';tronder ..1v.-.. Tenant /Owner Par :!,?rail Date of Issuance ) /t; c' Description of Work k' w (s1 61ll', with unfini sne. i Legal Description E7 Attached nor'i or) Property Owner T, i• .>r:ar Lkvelo! rt Address4232 1. th. S.W. L.ynn! mod, AA )4 26 Phone 7 ;'1'I- :+67'. Engineer /Architect (oIIh ercini ;.iesicirl Association Address42. 1Y6t :i} S.V'. i- . Vr1nW000, WA 9803 Phone 771- 1'1 - Contractor ;;,,s ; i arl:h Construction Co. Address1308 Alexander Ave. E. Tacoma, WA ?ia42=1• Phone D,:'.2-12,:,1, Authorized Agent License No. Value of Work Fire Protection Use Zone _ C -. • Type of Construction V -N Appl •.- .Accepted• -By Issu,2d 6,,: i• ... ® Sprinklers O Detectors INSPECTION RECORD - 433 - 1845 Type Insp. D4te Notes Setback N5 Z //$ Date Rebar 1st Fl. 2r,, ., . Footing /.5' 3/i %S VA Fdtn. 1uj:.,.0u ; - 1i' ,_tai Slab � �&y 1 , Frame ��I ii Bldg. 1: b .0 ?► . 2 i.; 1 > , Wall Bd. Demo. Bond h.l.. 1.CA: .' 'J.) .QVl • , e, Dept. Approvals Req'd Insp. Date Planning 'Div. 29,2L Tot. 2:;),296 Health Dept. Tot.:, /., Total ---- -- Public Works Dept. ;- Plumbing Electrical Cert. of Occupancy Size of Unit or ui sing Uses Sq. t. 'cc. •cc. Loa • ees Amt. Date Rec. 1st Fl. 2r,, ., . Shoi I r' t,"1"9 ' 6...4 VA P.C. 1uj:.,.0u ; - 1i' ,_tai 2nd Fl. 1 , /'. /% Bldg. 1: b .0 ?► . 2 i.; 1 > , Demo. Bond h.l.. 1.CA: .' 'J.) .QVl • , e, 9(o.(Y) ,7-I .3 Total 29,2L Tot. 2:;),296 b-;.' Tot.:, /., Total ---- -- ;- Special Conditions 1 , /'. /% Approved for Issuance By_" ,A. -(1,....- fir '� •BUILDING PERMIT TUKWL A THIS ERMIT MUST BE P STED CONSPICUOUSLY ON BUILDING - NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS 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 OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Signature of`Contractor or Authorized Agent. Date„ /�. PERMIT NUMBER .:,'' 4 I Control Number N7. FINAL APPROVALS: Fire Dept. Date Bldg. Official AP ' Date THESE PREMISES SHALL NOT BE OCCUPIED UNTIL ALL APPROVALS HAVE BEEN SIGNED. CPS No. I t ' INSPECTION RE( S Permit # 30/ Date o? /.,s Tenant ,(i W . PcN J2) Time /0 Address: cY/O ,A de it) Date Wanted: 02as a.m. Contr. or Owner - P,tiii Type of Inspection „ ,(,i/y) (,J(2'j7, ryt) Taken . By: Req. By igiWi ".lfwtow Wien era Las. ...»,.... _. _.__...___.._._....__,_.�.. »..._. ........�.......u..:,�.,r e, •arr:�rr: '.:: +.. INSPECTION REQUEST �) 361 D St Permit # � / `. Tenant r 5, r Time f ,go Address: � L! i,j.k)(u'r„c,¢'t) Date Wanted: 67/0 Contr. or Owner h1V Type of Inspection /,(,4/► i tA/` Taken By �vU a .m. p.m. Taken By A1 • Date Permit # Tenant ;Address: :Date Wanted: Contr. or Owner Type of Inspection INSPECTION REQ " j Date GL/ Time 4', P/(71/ CITY OF TUKcv ILA Central Permit System (- Project Name Address ---Ar TO: El Building CI Planning CI Public Works Fire Dept. Li Police ED Parks/ Recreation 0) Alithorized-Signature FINAL APPROVAL FORM Type of Permit(s) (Lk This projecps approved by this department: z, ,t gr", 4 :,.. • 32 - 3 No.' Permit No. Date "/ (/ 5774;,..7 This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: ( ) ( ) •:, 4 ' e > t o ( ) (11 tj A. — - 7 , 10 • • r7 AuthOrized-Signature Date '• • z 4 5' CPS Form 3 soo) CITY OF TUKWI r PERMIT NUMBER ( CONTROL NUMBER - 3 25 �� Wig CENTRAL PERMIT SYSTEM - ROUTING FORM dS TO: El BLDG. E PLNG. [[ P.W. FIRE 1=1 POLICE Q P. & R. PROJECT Par ,ADDRESS DATE TRANSMITTED C.P.S. STAFF COORDINATOR I •c. RESPONSE RECEIVED PLEASE REVIEW THE ATTACHED PROJECT PLANS AND RESPOND WITH APPROPRIATE COMMENTS IN THE SPACE BELOW. INDICATE CRUCIAL CONCERNS BY CHECKING THE BOX NEXT TO THE LINE(S) ON WHICH THAT CONCERN IS NOTED: [2] , � S t - s-n t n j ra.d i Q Pe a rA }-us t ►1 w f'r be_ Iota r n f-a tH `T�i ro a o ".-t _ _ Q NA!) IV 4.0 r1 14. r Go u- e.trajk `7ti, rbKj ko I Ildact"I nii Cev.e.Y.e41 [[ 2'1"0-7 u. N, a. Ket t1 n et- et izi-i o w- • .50 7' 1-c Co and IS -XI b fri4 eri 44 . tr.— 4'S e . 8/4 . c. Q , SR" 1«1/ t2,- Qu.tr et- Crno- p te - I . .e �� e G Ss — Bow spri `- a41 ▪ '(-t 1fle vbn S y ST-ean p /Q.rtt Slut ( Se Fc rG 7 :1).e-p±.. -4 e- Q . PA P r ca p v i n e b si- .s „ (L s p -a G P uzf u 'rea u i 1-ed o SP• r .J " El spa, C-i re . Rt co-Nn ,.0 is t/ J 4/4/ i 1/Z 5 ra r - 4 i&S /� '�z d be rt �Q - -�o C-i S 3 ( i e t4. .e 4 • r� - n��Y hl.S,S (•Q.�'Y�I Gry o V1 t�° C? u..l+re `C'v b 4r w aye /a - '- 7 RESPONSE REQUESTED BY m4 r4rt v- M• r A 10,8C ha-±4, A.t-- C Q i c_11 l t r-� -eac (rt t u is 1-re s u i+-ed Q -renew/if _© -- .p/a.0 PJ in ou; tsid.e a cress t b le. Q s one 24,, i b B c Sop e br pv r-°C`LO Q PI-, /s r- 1.u,11r. ! ote Jct.i-e4 a n Pt eV44 tat,— Cz, art 1/ 10 e.t i t. -/.44. hd. - 72-9 4 1// ? /0, 30/ c_ ��, [ A 1?0 n 1-c4u Ir c ct /141 vtah f l ar ` T ' han - 40o0 Q P414-i de ' splIwkler. (t*ApovteAs Q a [ D.R.C. REVIEW REQUESTED 0 PLAN CHECK DATE / / /7/f PLAN SUBMITTAL REQUESTED M 'SP"' 44 COMMENTS PREPARED BY ,e.,Q • F/i 4 - i PLAN APPROVED g i , �, , s'y' 4, ■ C_P_S_ FORM 2 DATE TYPE CONST. OCC. GROUP OCC. LOAD LEGAL DESCR. USE ZONE AUTO SPRINKLERS REQ. I DETECTOR OWNER TN SZ ?" 1 ve PHONE 7 567/ ADDRESS aa2 �6 / �• /(fj/)4 ee.t IJAshy Ion c1 .L[l LL/ ZIP 9/3656 CONTRACTOR py.. M /J / �j( w' /� PHONE 92'/81. 'YES ❑ NO 3gt YES D NO PLAN Rvw PLANS: SENT RETURNED APPROVED FEE DISTRIB. BUILDING BASEMENT FIRE DEPT. /1° /0 j . j s/ /p TOTAL S.F. 1/ lS CZ, DEMOLITION PLANNING/ SEPA BOND OTHER • { ;II 0I P ° . • PUBLIC WKS. -,. / O , ADDRESS r / t f 4 t PHONE 77/ TOTAL S A APP ANT • Bldg..Divt COMMENTS: . — " ^' " Amount Date Paid Receipt # BP: PC: U4? DATE c:..1s 1: / .. .:::. c * . JOB ADDRESS 541019,0226y1 / Y&Fthh JwE t c 2 r efri // Y � / O LEGAL DESCR. LOT NO. OCK - TRACCT ❑ SEE ATTACHED SHEET OWNER TN SZ ?" 1 ve PHONE 7 567/ ADDRESS aa2 �6 / �• /(fj/)4 ee.t IJAshy Ion c1 .L[l LL/ ZIP 9/3656 CONTRACTOR py.. M /J / �j( w' /� PHONE 92'/81. ADDRESS _._ 1 _ '4 ZIP 9604 LICENSE NO PC ~ L. )6 1 S ST NO. BUIl1DING USE ine/l sc+ 8nd 0:1,1)//963,176/ TENANT T cv/G41. k C »EW OF WORK I ' 7g / NI ❑ ADDITION REMODEL ❑ REPAIR ❑ OTHER (Specify) / i L3 /') e 3 BLDG. 1st FL. 2nd FL. BASEMENT GARAGE DECK MEZZANINE # OF STORES TOTAL S.F. VALUATION ' '- AREA . -• . � -Ill 67 { ;II 0I P ° . • NAME OF APPLICA (PLEASE PRINT) !u U -,. / O , ADDRESS r / t f 4 t PHONE 77/ ' • I CERTIF HAT THE INFOgMA I N FUAf Y D B ME IS TRU AND • • RRECT :�Ij /H • T THE APPLICABLE CITY OF TIJKWILA REQUIREMENTS WILL BE MET. / ��� S A APP ANT • Control Number APPLICATION FOR PERMIT • I.% BUILDING DEPARTMENT CITY of TUKWI LA 6200 SOUTHCENTER BOULEVARD. TUKWILA, WASHINGTON 98188 433.1849 • i DO NOT RITE BELOW THIS LINE C'' Q- ; ;.1 ;W tL E F !EC • ,i DATE /"7,50,3z4-75q TYPE CONST. OCC. GROUP OCC. LOAD USE ZONE AUTO SPRINKLERS REQ. I DETECTOR OWNER � .f,�,n n,.� PHONE 7), ILL ! ] / 4_ a., / A- CONTRACTOR push LA,L,6/.? # ' / /i 4 [_b /4 ', PHONE 92 ? ~{ pd YES o NO ..++ YES (� NO PLAN RVW. PLANS: SENT RETURNED APPROVED FEE DISTRI¢. 9,/ �4�/ BUILD! �+ 1st FL. 2nd FL. � // PLAN R W. /598 DECK 5 (72 FIRE DEPT. TOTAL S.F. VALUATION ` /` ✓/ • , DEMO ITION PLANNING/ SEPA :y 5 j A-- T , ,' - j ' (1� BOND ADDRESS /✓ _ � : . AFL.;, _ �, - �. t PHONE ?, r • ic, do OTHER • S '`AT • P OF APP ANT PUBLIC WKS. � `. T.A-1. Div1 COMMENTS: Amount Date Paid Receipt i BP: PC: DATE /"7,50,3z4-75q 1 .6 , -.: ...; .. JOB ADDRESS LEGAL DESCR. LOT NO BLOCK TRACT ❑ SEE ATTACHED SHEET OWNER � .f,�,n n,.� PHONE 7), ILL ! ] / ADDRESS / �/�1 C.' / I ` �lUj7/7 /� f 9 W� // f..�� i(r + i ' L, /t ZIP A�/�d 6 CONTRACTOR push LA,L,6/.? # ' / /i 4 [_b /4 ', PHONE 92 ? ~{ ADDRESS /, Alexe )th" keivie ZIP 86424 LICENSE NO IT) •10 79.2 S ST NO, BUI4DING USE C/46:s 619ey a ��•��CJJa� G "! [J/���►►(( TENANT C ASS OF WORK EW ❑ ADDITION ❑ REMODEL ❑ REPAIR ❑ OTHER (Specify) / ....M• - BLDG AREA . 1st FL. 2nd FL. BASEMENT GARAGE DECK MEZZANINE ,# OF STOF:E TOTAL S.F. VALUATION ` /` ✓/ • , 1' :y 5 j A-- T , ,' - NAME OF APPLICA (PLEASE PRINT) !1./ .4 1 � r — / / V /I • ADDRESS /✓ _ � : . AFL.;, _ �, - �. t PHONE ?, r • ic, do L, - ,.--- -.__�- --_-- I CERTIF HA THE INFO MA I N F AI �M IS AND . •P' H. E APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE MET. S '`AT • P OF APP ANT S. Centre iw* Number g4JJ_25 d APPLICATION FOR PERMIT BUILDING DEPARTMENT CITY of TUKWI LA 6200 SOUTHCENTER BOULEVARD• TUKWI LA, WASHINGTON 98188 433.1849 DO NOT WRITE BELOW THIS r •L..'L..,... . CU-( OF °J)VV(LA • 'W••••••11-44141"11174444 • 1 .!ii■1111110111111t1i 111111 111111i111111111111 lli111111111 11111111111111 111111: ' 5 ' C M II 1111 111111111 4141111 111111111 11111 11111 I !minty I 1111111 wilt • tit .-• SILTY SAND WITH GRAVEL SILTY BAND WITH GRAVEL OW' ; • '" '" , .• • •Is.,:'•-• • • • . 7 ' ••° .• • .• • . • ,••• •'•••••:•••• - -•-•-••••••••••••■•■••••■■■ se• • • --0-‘) 1 , ;3E:7 ±," F •Elf >r `_;.W.. 77i - CHecK 2 i \ Y' TP.#6 1 vQ ��i0r ,7 7 . #4 x WEST SITE PLAN FOR TESL" PITSITES 3Q'-0 l fp h\N'( C 181 :aNaa_•adr911io3c:.,r► w. " .rrw ..�,,._ ... _ �i�j ,i�lii ijijillj ljt� 5 ti----- I > \ .Pt. #2 TEST PIT LOG T.P. #1 T.P. 112 T.P. #3 T.P. #4 8 T.P. #5 T.P. #6 I 1 imitmiutil,m ',ohm nnln,, 111111111 unhm I II II 111111111 Wm! 111111111 III1111 • s Him nn!'III�lfnuul 2' SILTY SAND WITH GRAVEL 5.3' SILTY SAND WITH GRAVEL 2 . 1 ' SILTY SAND WITH GRAVEL 4 ' SILTY SAND WITH GRAVEL 2 . 5 ' SILTY SAND WITH GRAVEL 3 . 1 ' SILTY SAND WITH GRAVEL STRUCTURAL FILL 4,500 Cu. Yd. CITY OFnu APPROVED APR 1985 . 4iss ew_ env ammo MAR t IRS nnl r+Irin ;Wm! I ntlnlr 'whin or-dim nniinr in11nn Intiiil' rill!!! InI 1 rllnn Itllltlll lIHh1Il I G,TP,ANDEP, PxLs/D ExIGT ULIT TEp-, IP .WALK Pt TA IL. 1 S ''IPEWALK c Y DT H EP,', C f3' S IDEwALIt IN ALIGNMENT WITH PRoPMF)TY GINE- } 5 b VAP,iE', r f , 4230 18Eth Street ' Lynnwood; .Washington JI3036 .: 4' g' CONo DEwAL-K- ,ToP •SKIN \ \\ lbe - ►IN t3 ,IDEWALIL A'T GA H bAS IN CSEE DETAIL. THIS SHEET) / /3o I S�GMP Gt3*S,TYP5 15 ♦ ,•/ Pot-1 -2Lo5N, 1•E. -2I.50 SEE - - p.L F_X ITT / STR I NOTE: Cur'ID,,u SIDEWALK- (MvizNovEMENT ALONG SF', ISI, LIGHT STANDAP,D PNCLOGATION AND ML- LGTP11 GAL VAULT COVC APJl1 IiELOGATIUM NOT A PART Of" GvN TPSAGT. THmSE IMplevOVer1e 1T ' WILL P'✓� P'UILT AS PA PST OP W 6. p.0.17 HI(SHWA1 DEPT IM PFio\JEMeNT PPSOJEGT. w - E } 2�,0 2l0. 8 ' 7Lt7( A FF 27.00 2 -Z10 ''EE NONE GIB* 2 FirM° 24'. 'o i.e. a 22 /4 27.00 ZG_�v 2/0.8o 1 1 ti l "= 3 © . PRc- POSED G_V_TYPE__It. f7K0( - • i. INN FAO.). HIM • 2!0 ` I . E. - 21. 3:‘(a) t E to. 32(w) 1 ■ Z./ Y D' I _ p51M = I•E.'L2. �jl l\ mIM -2410o :: i Z - ----- - .J 4 EX.! ST. L 1G H 1 ST p FVTUPiE facJTTG - GUTTP, EXI C�RDUND THE SITE IS VIRTUALL`I' (✓LATE WITH E<LErVATIONS F P OM 2 ('. o To 2.,&.S w.c 1 I II' YD.. . _ -_ _ PS IM .- 2/. t.E. = 22.7 7 N N. EA�� - - App lTl or \NAL ' !JOTE : IDtsiverniyy YU MA C 1'IA2ING ,AND cr)AItJAfaE PLAN OKI AI7JA6•NT S ITE POR t3p,OGK - 1t, t4 C INN. GhFA.DIt'4 AWE: PAVII■1 FOP PAL:,k -1146 APiMA: P7eH1IUr (TO THE. NOPSTH AND WEFT OF ) IE7L474 A - to (aE pOnra C3Y OTHER. 1:z `f5t P*ENGH MAPt N' G� tea C 1929 VEKTIGAL DATUM E - 4 4,0 EtorkA GAP IN S OF GUtaIG PIETE WATEP, VAULT L40GATEE7 1N FP+ONT OF N.G. MAGH I NERY 01025 W- VALLtY HWY) ELE.VATION� 25•'7 Lec/eNi2 m GATG11 I '7Ir-J '(17 - ►AIM° 27•a I•E• 23.0 E .x.IS GONG. ELEC. , POwEP, vAULT YA1PS0 DP,AIFJ "COP of PAVEMENT ELEV. PP,oPoyFp GW•'TUUP, YD ' r I;IM = 240 I.E. - 2 3. 8 2(0 „ oo s� • NEW pr -P,T-1 LINE AFTEp- DDIGATION vF RSGtuIP, -D P)IGH C WAY FOR RIGHT TU rJ LAr\! F AND 4117E WALK_ THRoL1C�lI itioitotelmeopmenotpito GENERAL NOTES I. STUIDARO SPECIFICATIONS - STANDARD SPECIFICATIONS FOR THIS PROJECT SHALT BE "STANDARD SPECIFICATION FOR MUNICIPAL FUBLIC WORKS CONSTRUCTION" PREPARED BY THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION (ANA). 1981 EDITION. 2. CONSTRUCTION - ALL CONSTRUCTION SHALL CONFORM TO ThE REOUIREMEN'S OF THE STANDARD SPECIFICATIONS, CITY OF TUKIi!LA, THESE PLANS, AE THE DESIGN CONSIDERATIONS AND SPECIFICATIONS CONTAINED IN THE SOILS REPORT FOR TUKWILA RETAIL, PREPARED BY CASCADE TESTING LABORATORIES. WHERE CONFLICTS OCCUR, THE MORE STRINtiEKT REOuIRE- MENTS SHALL APPLY. THE ARCHITECT /ENGINEER SHALL BE NOTIFIED WHERi CONFLICTS OCCUR. 3. EXISTING UTILITIES - EXISTING UTILITIES SHOWN ON TOE PLANS HALE BEEN PLOTTED FROM THE BEST INFORMATION AVAILABLE TO ThE EMINLER. ACCURACY AND COMPLETENESS ARE NOT GUARANTEED. IT SHALL STILL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE OR HAVE LOCATED ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION ThE ONE CALL UNDERGROUND UTILITY LOCATION NUMBER IS 1400- 424 -5555. c_ t-r c.'p i UKw1LA LnILI,IE4 LALL d 1 et 4. EXCESS WATER - SHOULD WATER BE ENCOUNTERED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DEWATfR, AS PER SECTION 61 -3.02 OF THE APWA STANDARD SPECIFICATIONS, RFFORE CONSTRUCTION CONTINUES. GRADING NOTES: 1 GENERAL THE CONTRACTOR SHALL CLEAR AND GRUB ALL ARE.'!S TO SE EXCAVATED. FILLED AND /OR PAVED TO THE SATISFACTION OF THE OWNER, AND IN ACCORDANCE WITH THE DESIGN CONSIDERATIONS AND SPECIFICATIONS CONTAINED IN THE SOILS REPORT FOR TUKWILA RETAIL, PREPARED 6v CASCADE TESTING LABORATORIES. 2. EROSION CONTROL REFER TO THE TEMPORARY EROSION CONTROL NOTES. 3. STREETS /PARKING SUBGRADE - SUBGRADE CONSTRUCTION SHALL CONFORM TO SECTION 15 OF THE AFWA STANDARD SPECIFICATIONS. CRUSHED ROCK - CRUSHED ROCK USED FOR BASE AND /OR TOP COURSE MATE1RTAL - SHALL CONFORM TO SECTION 23 OF THE APWA STANDARD SPECI- FICATIONS. ASPHALT PAVEMENT - ALL ROADWAY AREAS SHALL BE PAVED WITH CLASS B ASTRAMTUITCRETE CONFORMING TO SECTION 34 OF THE APWA STANDARD SPECIFICATIONS. STORM DRAINAGE NOTES 1. GENERAL - ALL WORK PERFORMED UNDER THIS HEADING SHALL BE GOVERNED BY THE GENERAL NOTES, CITY OF TUKWILA DEVELOPMENT STANDARDS, THESE SPECIFICATIONS, CURRENT APWA STANDARDS AND THE GENERAL AND DETAIL DRAWINGS. 2. PIPE - EIGHT SHALL BE A 0.064 INCHES CONFORM TO APPLICABLE. OR 35. • (8) INCH AND TEN (10) INCH CORRUGATED METAL PIPE MINIMUM 0.060 INCHES THICK, ALUMINUM OR A MINIMUM THICK, GALVANIZED STEEL, TREATMENT 1. PIPE SHALL THE REQUIREMENTS OF AASHTO M36, M167 OR M196 AS SIX (6) INCH PVC PIPE SHALL CONFORM TO ASTM 0 -3034, 3. CATCH BASINS - CATCH BASINS SHALL BE CB -30 UNLESS SPECIFIED OTHERWISE. YARD DRAINS SHALL BE TYPE II AREA DRAIN (12 1 AS PER STANDARD PLAN NO. 83. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH SECTION 64 OF THE STANDARD SPECIFICATIONS. 4. BEDDING - ALL PIPE SHALL BE PLACED ON CLASS C BEDDING AS SHOWN ON STANDARD PLAN 62 AND DETAILED IN SECTIOri 61 -5 OF THE STANDARD SPECIFICATIONS. 5. TRENCH EXCAVATION AND BACKFILL - TRENCH EXCAVATION AND BACKFILL SHALL CONFORM TO SECTION 61 OF THE STANDARD SPECIFICATION. WHERE MATERIAL EXCAVATED FROM THE TRENCH IS UNSUITABLE FOR BACKFILL, BACKFILL WITH CLASS B BANK RUN GRAVEL. 6. COMPACTION - ALL TRENCH BACKFILL, STRUCTURAL FILL AND EARTHWORK SHALL BE COMPACTED IN ACCORDANCE WITH THE STANDARD SPECIFICA- TIONS, AND THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN THE SOILS REPORT FOR TUKWILA RETAIL, PREPARED BY CASCADE TESTING LABORATORIES. 7. EROSION PROTECTION - AFTER TRENCH BACKFILL HAS BEEN COMPLETED, MEASURES SHALL BE TAKEN TO PREVENT SURFACE EROSION. IN AREAS WITH GENTLE SLOPES THESE MEASURES MAY BE LIMITED TO MATCHING THE TRENCH BACKFILL TO EXISTING GRADES. IN AREAS WITH STEEPER SLOPES DIAGONALLY ACROSS A HE BACKFILL C IN E A T H RRING O PATTERN IN ORDER TO PREVENT STORM RUNOFF CHANNELS FROM FORMING ALONG THE PIPE ROUTE, OR AS DIRECTED BY THE ENGINEER. TEMPORARY EROSION /SEDIMENTATION CONTROL NOTES: 1. WHERE POSSIBLE, THE CONTRACTOR SHALL MAINTAIN NATURAL VEGETATION FOR SILT CONTROL 2. AT EACH ENTRANCE TO THE CONSTRUCTION SITE, THE CONTRACTOR SHALL CONSTRUCT A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE. THIS EN- TRANCE ShALL CONSIST OF A 6 INCH MINIMUM THICKNESS OF UDH 8 T #1 COARSE AGGREGATE ACROSS THE WIDTH OF THE ENTRANCE AND FOR A MINIMUM LENGTH OF 50 FEET. 3. THE CONTRACTOR SHALL CONSTRUCT A GRAVEL FILTER, STRAW BALES, OR SILT FENCE AROUND CATCH BASINS AND YARD DRAINS AND MAINTAIN EACH STRUCTURE UNTIL CONSTRUCTION IS COMPLETED. IF STRAW BALES ARE USED, THE CONTRACTOR SHALL RIPRAP THE BASE (BOTH SIDES) OF BALES FOR EROSION CONTROL. IF SILT FENCES ARE USED, IT SHALL CONSIST OF FILTER FABRIC MATERIAL PROPERLY SUPPORTED BY WIRE FENCING AND POSTS, BOTTOM BURY FABRIC IN 8" x 8" TRENCH. 4. AS CONSTRUCTION PROGRESS AND WEATHER CONDITIONS DICTATE, ADDI- TIONAL EROSION /SEDIMENTATION CONTROL MAY BE REQUIRED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ASSESS SITE CONDITIONS AS WORK PROGRESSES AND TO IMPLEMENT ADDITIONAL EROSION /SEDIMENTATION CONTROL MEASURES AS NEEDED. 5. UPON COMPLETION OF PAVING AND LANDSCAPING (AROUND YARD DRAINS), THE STORM DRAINAGE SYSTEM MUST BE CLEANED OUT BY PUMPING OR SOME OTHER METHOD APPROVED BY THE CITY OF TUKWILA. CITY OF TIATIMA APPROVED APR S 1985 Ad C -2 PAC'TECH AMMO . an or "swim mot $ sis imiumeamFt ENGINEERING INC. ENGINEERS - PLANNERS «► SURVEYORS 815 S0, 9th STREET TACOMA, WA. 98405 TACOMA SEATTLE GIG HARBON - - --- , 383-4491 623 -5736 851-3033 DESIGN: DRAWN; ! WICKED: /G� MIA/ cite? ft 1 I T 1 WI!' - 4 -. 1 • i 1 ,