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Home My WebLink AboutPermit 4785 - 7-Eleven - Grading / SurchargeCITY OF TUKWILA ( Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 Work to be done Site Address Building Use Property Owner Contractor Address BUILDING PERMIT Surcharge 14209 Interurban Ave. So. Retail r The Southland Corporation 1035 Andover Park West, Tukwila, WA Westwood Corporation #WESTWCDITFR / 7611 S 180th St., Kent, WA / PERMIT # 4/7 ' Control # 87 -173 Suite # Tenant Seven Eleven Assessors .account # N/A FOR BUILDING PERMIT ONLY A roved for issua re b Sq. Ft. Tit FT. Office Warehouse Retail Other Occ. Load 2nd FT: re r If ilti. fl�I4M • ►, I L WD- . -31.-.1 11 ..11. /1%9.1 i. r 4 / 1111.4_, i ,. A 0 I► 6 y'4, Total / !._ ' i1 Fire Protection: ❑ Sprinklers ❑ Detectors Phone # b /b -u /11 ZipYdT8tT- Phone # 251-0638 r i p 38032 r e-s sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ Total Valuation of Construction 1st F1. $ 2nd F1. other $ other $ Bldg. Permit Fee Plan Chock Fee Demolition Surcharges Other Other Receipt # 7c4.../ $____14,50 Receipt # ic,c,i $ 22.5) Receipt # $ Receipt # $ Receipt # $ Receipt # $ Zoning Type of Construction TOTAL $ 87.00 The work covered Fey -his permit shall se supervise •y qua le. so "is ee Special Conditions engineer to assure compliance with Earth Consultants, Inc. geotechnical en • i neeri n stu�IrE- 3171 -5. FOR SIGN PERMIT ONLY ❑ Permanent ❑ Temporary [I Single Face ❑ Double Face 0 Wall Mounted ❑ Free Standing J Other Building face Setbacks: Front Side Square Footage of each sign face Special Conditions Side Rear Total square footage of sign THIS PERMIT BFCOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FUR A PERIOD DF 16 DAYS AT ANY TiME AFTER WORK IS COMW..NCED. 1 HEREBY CERTIF T T ' AVE READ 1ND E INED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING/THIS T E,O(WO$ 1LL IjEC L ED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING Or A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLA/TTE7 ORr -C N El„ ) HE PR�V(ION o) ANY OTHER STATE OR LOCAL-. LAW REGULATING CONSTTRUC !ON 0 THE PERFORMANCE OF CONSTRUCTION. S igr}ed '%�i' / i �� r /.M! /,,Gr rj�y - �^"'"� Date �' /-.2r LTT r L ICFN'SED,/C0'JTRACTORS DECLARATION • 'I I hereby affirm that 1 am- license �imder provisions f .t'' 9 : and Professions Code. and Ty � icong a) is in full force and effect. • Contractor (signatury)f ; / . /;! (, ti OWNER- BUILDER DECLARATION ( ) I, as owner of the prcperty, or my employees, with wages as their sole compensation, will do the work, and the structure is net 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 -1849 Type of Inspection 1- i 12 C1_ INSPECT ON RECORD PERMIT # Date /-20(F/ Date Wanted (?A.-? Project Sever /4 /eve, Requestor Phone # Special Instructions Site Address /4/,200 , ?-,i- uv-bh five. Sm, a.m. p.m. Inspection Results /Comments; Ea .�' e /0 S ec� c9f�f. Cex/ s� ' ' , '!2 � c? ; 4° 5 r%e - ee 1// a o'e 7/141/ TX,9r /o-ek- S 46.d. a /e L -e4-- tiara Sept; ; 7) oO-c�h aloe o 50.2-4 474-Ed (_goG eef c- - / e rare ./— Inspector /%A� r� t Date /, f/P,r/' September 27, 1988 City of Tukwila, Building Department Attn: Norm Bruce 6200 Southcenter Blvd. Tukwila, WA 98188 Dear. Mr. Bruce, Pursuant to our August 30th conversation regarding clearing of the grade and fill permit at the proposed 7- Eleven site at 58th & Interurban I have enclosed a. copy of Earth Consultants, Inc. surcharge evaluation. Southland. Corporation intends to construct a new store on the site at a yet to be determined date. In the meantime we have land banked the site. I trust this information will be of assistance to you. Sincerely, cipr_6, Au Greg Aveldson Construction Coordinator cn(034) cc: Store File Chron 09.88 Di (SEP 291988 7- Eleven Food Stores / Washington Division 1035 Andover Park West /. Seattle, Washington 98188- 0027./ Phone (206) 575-6711 UII8ION (qi V$O THE UTOF HLAND L! CORPORATION :r: la 1. fl It Earth Consultants Inc. Geotechnical Engineers, Geologists U Environmental Scientists September 21, 1988 E- 3175 -3 The Southland Corporation 1035 Andover Park West Tukwila, Washington 98188 Attn: Mr. Greg Aveldson, Construction Coordinator Subject: Gentlemen: Surcharge Evaluation Building Pad Area Proposed 7- Eleven Convenience Store Interurban Avenue South & 58th Avenue South Tukwila, Washington At your request, Earth Consultants, Inc. (ECI) is providing an engineering evaluation regarding the status of the proposed 7 -11 building pad area surcharge. The purpose of this surcharge fill was to induce as much primary settlement as possible beneath the compressible soils building area prior to construction of the floor slab. Prior to placement of the structural fill, we installed seven settlement markers within the surcharge area. The building pad area surcharge has been in -place for a period of four hundred forty -nine (449) days. Total settlement of the markers has been between one and five inches. Based on the decrease in the settlement rate, we believe the primary settlement has essentially ceased or is within the limits tolerable to the proposed structure. The surcharge can be removed and construction may now proceed. However, you should understand that additional secondary settlements will occur both during construction and through the life of the building. It is anticipated, however, that the secondary settlements will probably be on the order of one to one and one -half inches, or less, which should be tolerable by the structure. In order to help minimize any possible settlement - related effects on the structure, we recommend you "float" the floor slab. This will help avoid slab cracking or warping due to differential movement, should it occur. 1805. 136th Place N.E., Suite 101, Bellevue, Washington 98005 Bellevue (208) 643-3780 Seattle (206) 464.1584 222 E. 26th Street, Suite 103, P.O. Box 111744, Tacoma, Washington 98411.9998 Tacoma (206) 272.6608 • The Southland Corporation September 21, 1988 E- .3175 -3 Page 2 We trust this information is sufficient to resolve your present concerns. Should you have questions, please call. Yours very truly, EART CONSULTANTS, INC. A Glen ann, P. E. Vice - President KK/ GM/ j g/ k Earth Consultants,. Inc. s/` 6' o,•r /a.' a ,�J Q ve5 L J G %v-€/G�5 7 d �y � have G&o 7C/ L s us se no 67(0 l 3 /'S/ Gvey v • eve. I o? de a 'or" tepoY�s .-r Geo, ec , �Aiea, -e s erase G/'hle 4 d 5 not:" 'Asp, //too j!.)7 : 9�2 - 3 ! 30 /F014 /a. e c L o call Gwen, 4,4"Z' , ,$iG k: 6!/i)�f d;G /ti lo�c�a w 4 ye' dS° �� teas rLf64tse9. v6tibv-rP VAL.4. 4,67ice 0>-(Z-t OgiriX 've,Z- ,4,c2447p „oku*. /610a `t ,u44_Q / C.).-a,CW` ,456-t. 1.3.54)-(29-tu At' ,A9#203.1-6,2, /lA .a ....I, r / - ,0/ zrl'X4 cre -PP_AA-eSa, ot Ase,e-4, At.X-0%, .eotsxyck' & -K e.• ,,a-e -p? a,toeva_ &d42,e49 76_ coign). 2 C�tt -+0 .\ 07,1 .:tom. crol 6/r,vg-7, ■ ELEVEn E. May 11, 1987 Rick Beeler, Planning Director City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 Re: Proposed Work Prior to Construction of 7- Eleven Store at 58th & Interurban Dear Rick: ENENU «IAY 14 1987 CITY Of= TUKWiLA ___ PLANN!NG DEPT. We propose to demolish the existing structures, remove underground storage tanks and fill holes, and place a surcharge as indicated on the site plan which you have in your possession. During the time required to achieve the degree of com- paction necessary we will be working through the permit process with the City. It is our hope that we will have all permits in hand at the time the site is compacted. We understand that your allowing us to demolish existing buildings and place the surcharge in no way constitutes full approval of the project or affects issuance of conditions by the City. Sincerely, C�IVfv1�� 1� Greg Aveldson Construction Coordinator cc: Orvar Lits j b Lane Premo Mike Price Steve Lawson Joe Park /Westwood Store file Chron 5 -87 7•ELEVEN FOOD STORES • NORTH PACIFIC DIVISION 1035 ANDOVER PARK WEST • TUKWILA, WA 98188.0027 • PHONE (206) 575.6711. THE 60UTHLAND CORPORATION * Site Project Valuation Property Appl Architect Contractor Hauling Describe -. CITY of TUKYILA ' Building Oivlslon 6200 Southcsnter Boulevard ••* Tukwila, Washington (206) 433 -1845 Address )44-Dck )44—Dc GRADING /FILL /EXCAVATION 98188 PERMIT APPLICATION CONTROL# 1KU E.:T u t AV[ , '`, , Suite# Floor# Name /Tenant of Grading Owner Address 1 C 7 - l L-EVc ` -- l.uC Assessors Account# "N a .,_ Jc k, 7 IA 4- k or) (c\/y..) Phone S "1 `3 — C_, 7 1 1 3 AObc -VCR; -127V%K Laic -> i TO KM J L.3 A , Zip ci G;'( F;3 icant LtDj; -� >Ti- �c)4:i- C,-Kr Phone 251 - Oir-, 3 E Address -7(, \ 1 , 1,P J(2-'g'., `.;Ti) YT) L t ,t-\ . Zip 9 e c - _ /Engineer Address Phone Zip 1_ L:,-� 1-L c' ' lac,, Fr , License# UDF_ %TL. L t)1(o \ PR Phone Address e ;h ,..te Zip Co. Phone Address Zip the purpose and FA 3 i 1p irJ-_) extent of fill, excavation or grading v1, cif-AR v ) =a7 Cut (c.u.) Fill (c.u.) 460 • I CORRECT Applicant Contact Two (2) sets of grading /fill /excavation Qlans must be submitted which meet the application requirements of Section 7006(d), 1985 Uniform Building Code. A soils engineering report and engineering geology report may also be required. An Environmental Checklist is required to be submitted ($100.00 Fee) to the Planning Depart- ment for any A Hauling permit grading /fill /excavation 500 cubic yards or more. is required for any grading /fill /excavation of cubic yards or more. certificate of insurance, route map, and permit fee of $25.00 are required. A $2,000 bond, HEREBY CERTIFY THAT I AND THAT I HAVE /Authorized Agent Person (please print) HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND THE PROPERTY OWNER'S AUTHORIZATI N TO DO THIS WORK. c, . (signature) a.- , ,-fl 1,�� j Date (�� r� `/ l i ,•' U 7 (print name) 1 )A ,/E" C/A-2 Ti �" �4T{ � }�. Phone � �� (,{= ZS_1_ 4,-3 W.Y FEES: Grading Permit Fee Fee OFFICE USE ONLY 47 (000/322.100) $ (j 115b Receipt# ;"'C.,/ Date Paid 6— .22 Excavation TDEPTIU Plan Check Other (000/345.830) ;29.50 Receipt# Date Paid ( ) Receipt# �, Date Paid Ordinance #1341: TOTAL Q (OWES: $ V.01) ) [] Bond Required: $ Cert. of Ins. Amount $ DATE IN DATE OUT cOr>NTS 1 ,'col BLDG „a cb� ,�U Approved for Issuance ( -1q-� 7 Ft ;k PLNG �• ' 4k1 Approved (Initials) O (,, SEPA File# F 0r..- , : PWD \. Approved Initia s) Hauling Permit Required: NI Yes D No CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 Work to be done Site Address Building Use Property Owner Address Contractor Address BUILDING PERMIT Surcharge 14209 Interurban Ave. So. Suite # Tenant Seven ETeven Retail Assessors Acc=lunt #_N7A PERMIT # 4/7 r J- Control # 87 -173 The Southland Corporation 1035 Andover Park West, Tukwila, WA Westwood Corporation #WESTWCDIUTPR 7611 S 180th St., Kent, WA FOR BUILDING PERMIT ONLY :..r• ed fo Sq. Ft. Office 2nd Fl. rd TT: Storage/ Warehouse Phone # b�b-6711 Zip 98188 — Phone # 251 -0638 1p98032 Retail Other Occ. Load Total Fire Protection: [( Sprinklers [J Detectors •11....0 Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd F1. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ Bldg. Permit Fee Receipt #7g6J $ 64.,0 Plan Chock Fee Receipt # 796,5/ $ 22.50 Demolition Receipt # $ Surcharges Receipt # Other Receipt # $ Other Receipt # $ Zoning Type of Construction TOTAL The work covered by this permit sha1T be supervised by qualified sTils Special Conditions engineer to assure compliance with Earth Consultants, Inc. geotechnical engi,peeri nq, st,,,,, udy #E 3175 -S $ 87.00 FOR SIGN PERMIT ONLY 0 Permanent 0 Temporary J Single Face [] Double Face [ j Wall Mounted [] Free Standing [l Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Special Conditions .-. ....M MONMOIMEMMIMOM ,W1111101=6, THIS PERMIT BECOMES NULL AND V010 IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITI N 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FUR A PERIOD r 180 DAYS AT ANY T ME AFTER WORK IS COMMENCED. Total square foot :age of sign I HEREBY CER GOVERNING VIOLAT Sig A"' READ INED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORUINANCES ED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING of A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO ANY OTHER STATE OR ,--LAW REGULATING CONSTRUCT ON 0 HE PERFORMANCE OF CONSTRUCTION. 7 Date LIC SED ONTRACTORS DECLARATION I hereby affirm that l ayr i y a der , isl.i f .rr iness and Professions Code. and mLlic ?n•e is in full force and effect. Contractor (signatur g47 OWNER - BUILDER DECLARATION ( ) I, as owner of the prcperty, or my employees, with wages as their sole compensation, will do the work, and the structure is not 'ntended er offered for sale. ( ) 1, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date Or" SET ,' 7u/(iD 504/0 COVER MARKED °DRA A/ q�'FSE T LID SO THAT ,PESTRiG7"t7ee,/PocL L1r /ON V /GE /5 !/ /5 /e31.. air AT 506E OF CAN /N6 AND &YRECrLY OVER' LADDER'. TOP eL. 02. 25 INTERURBAN AVE. SO. /R /M=ZD 2 tEN - -s = /617 e-»' .. //4 11 11 11 =i1 4Z.' s A 1 4 =.= - : - EXIST )) _ ___- _ - -_-- -- ADJ/4547 Ex /s7 VAULT TO GRADE 11 r - it ii 2/.16 X /ST,- C,e C/3, RIO P0, 7 2 ".1 /E /1;2 / CAP A" SD /2 tE. /G.2 J RE4f'OVE Exisr C 13. = == _ __. :: = =_ - ===== =. = - - == -'- === = -- G7CONC. 514151,104A r-, -- = = ==- =- 57vRM O,Pli =.- === = == x =: .= -_ =_ =r z_ -- -_-sue -. $Qr1l /Ti4RY SEWER ! . ,-3 = ZOO GNA /N. SLACK A,/AWN CaArE /3 1:r wN C15 'AMZ. 5TD 4A4 VAN /;ZED STEEL c. 44 [1M /NUM LAtX: R STEPS P'b'E'RFLc:W EL . z / c STRAP fPl'/5E 7 C� tl vLh 11 i 1• 1%Y 704F /2 '542 bcLA- 12 "50 5=0.005 Gee': 20. 7.15 /•6". /7.49 /. .P7,- u ►I POw 4' Pry' 1t ANCNaR TQ ®' of AfelleD ,B Y 11 RS.F gL u P0WER V..4ULT •-i Th7.8E AWASTED !I TO GRADE ey PSI? e L Lir of. 75 e. / EX ST /1 f3 tip' MOVED TO S7UTfii.S' /DE OF DRIVEWAY CUT &,IA" /2 577re!.fGrMefr' ir,aaz. z /4.c 2/.351 i2/. 7' f /TU,'F) fp. EXTRUDED 14/Ar;51277 VIT L./FT GATE PER G /TY c2F TUKW /LA STA/VOA,Pc5 CUR. 3.3 3 "a Gig's /6: E Norte ALL 5T5ZL PAArr.,5 AND $LhiPP;44eE5 Hal OE GsAL V A.' /zEC? AND AS 'WALT e:e.2447E1) (rR'EA77`1EN/r / OR ,IE7-7 -R,) TYPO 1T C -t8 "q) ) t:1 LLL_i 1 L1.LL !1 N.T.B. II FU TUR'e PA VifMENT12.-i_00� (//YDROSEED) (FUTL,eN I v y egre 22.7'0 /0. /S.441 NO PARK /NS TI/45 AREA FUTURE --1 f (7P4VE4f(N7 HYDRO.SfED) 1 `ai9UJ ' 6.7e/ Y/RE) LF.F Z2.50I - ' /LTER FAe to /G iM /IE".4FI 'Oc ix OR EOL// V "1A/ /OE ROLLS) USE ,STA PL 55 OR w /E'E i /A/ 5 7V ATTACH F4, /C. 70 IV /E'e 4.Z. 2075 4: /6!' rip 'Of!' AO '. a,IJll F /LT'E'�2 FsgBX' /C. MI47 R' /AL - 2 "x.4' PZe LL/f�L A 5 -c "Pee /P /P1 4 • )NSTJ4IL /WRAF/ FILTER' ' FABRIC - BETWEEN FRAME AND rrsRATE. /NSTA'LL TEMPORARY FILTER FENCE' AND MA/N72114/ UNT /L FUTURE PAVEMENT If IN PLI4CE 00•111. .11010 n u 4.....o....ONO =MINIM ... f PEKE PIPE d- . 0 .h ot 0 tit\ 1 ti Ex /S7: L UMINARE TO BE -MaveD To WE. `T S/DE OF DRIVEWAY CUT (p • /W/N /MUiW EL. EV,4 T /ON /'IV EEZ" % T soffr 1,4P 'E ,450 V/E ens T /,/VG GROUND. M47 R /A1- TO BE .9PPrfrav 0 f�Y G /rY ,ENG /A/06 -A'c TNe� ENTRANCE SHALL 435 /14,4 /N7:41A/ 'D /N A CC44/0/T /0N A/t! /GN w /LL PROVEM7- leAGK /Na c''i= MI./ 1" 1./N70 PL/Esi.. /C /e/ Airs -CF •-L1/.4Y. 77,1/5 MAY Ans1", tunic ek peizqacyc TOP DR°E55 /14G „ 1A117-14 2" 57 JNE, ,45 C0ND/'T/oA/5 L'7,M'f'IN/7. ALL MATERVALS 5P /LLEL3 pleo/ O, 1.-./A561E0 0,e.• rArAGKEL7 ,C'/" 1,471/GLE5 0it/7o RoODh/AY,S //V7Z2 .5727ie'1 GKc'A /NS MUST esE ,pa/Lor0v.EP //■MED /ATEGY. tBL/k'Y i t of :777:2m OF 11 F/L7c-R FAAe /C M7L. 13"), 43" T 'E/r/G N o\ • 0) Z x-re' 1l, 445 NO. / ait'ALDI 4R ixC'UAL PRDv /o6 3/4" D /A. 1-11.45,41E0CiiterWSL BACAP.742 ON zltef,rW S/L'5 5 /LT PaMGE PLAN . AIL ememensparsomlYiersome 1i ft' GENERAL NOTES ealOatagctiee 001 be,in accetdence with the City of Tukwila sped 1 cati ns. r 7.sedimn+entatiof /orosicn facilities must be in operation prior to clearing and building construction, and they must be satisfactorily .atai•titained until construction is completed and the potential for onsite erosion has passed. ,, 3. The stores sewer pipe shall be nonreinforced bell -end spigot concrete pipe, conforming to ASTM C14(extra strength) Class II. (The bell end of the pipe shall oot be installed inside the catch basin.) All joints shall be watertight. Six- and eight -inch pipe may be PVC ' conforming to ASTM 03034, S0R35. 4. All disturbed areas shall be seeded or stabilized by other approved City of Tukwila methods for the prevention of ensite erosion after the conspletion of construction. 5; Grass seeding will be done using an approved type hydro-seeder, or as otherwise approved by City of Tukwila Department of Public Works. All:pipe shall be laid on a properly prepared foundation according to Washington State Spec. 7- 02.3(1). 1'his 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 uniform grade so that the entire length of the pipe will be supported on a uniformly dense unyielding base. If the native material • fi the bottom of the trench meets the requirements for "gravel backfill for the pipe bedding" the first lift of pipe bedding may be ufsitted provided the material in the bottom of the trench is loosened, regraded and compacted to form a dense unyielding base. $'All building downspouts and footing drains shall be connected to the storm drainage system (yard drain), unless otherwise approved by `the Dsperte nt of Public Works. . .A11 ^vetch basins shell be Type 1 -8 per City of Tukwila Standards as specified. Tho 48 -inch diameter control structure shall be Type dtatnage structures notirs asphalt shall have locking lids, unless otherwise approved by the Department of Public Works. All OkfMis basin freers and grates shall riot be adjusted to grade until isemediatelkprfor to final paying. Grates shall be depressed 0.1 ' eat below pavaiatirst level. r • •9.• ttructuree shall not be permitted within 10' of thbasprinrg line of any storm drainage pipe(s). 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 City of Tukwila. A. A copy, of these approved plans must be on the job site whenever construction is in progress. • t2s--Apprentmet laea:iens of existing utilities have been obtained from available) records and are shown for convenience. The Contractor at shell be reaponiible far verification of the locations shown and for diseouiery of possible additional utilities not show so as to weld damage or d'ieturbonee. ate''° ,�....� - L.a9..._•�...; 114, Extruded *orb shall bd used iii all parking and driving arreau ercaept within the public right -of -way. Curb within the public right - .'Sf1dy shall -vertical curb and gutter Type A. . . 14. Water service Jine will be installed by the developer in accordance with City of Tukwila requirements. Water meters shall be located in public right -of -'say. Water service lino and meter locations shall be coordinated with the City of Tukwila. A 1(1 foot horizontal Separation shall be maintained between all sanitary sewer lines and water service lines. IS. Sanitary sewer pipe shall be PVC conforming to ASTM D -3034, SDR 35. Pipe bedding to be Type F per 1981 APWA Standard Specifications. . (Standard Plan No. G2.) See also Sections 7- 13.3(1)8 and 9- 30.7A(2) of 1984 APWA Standard Specifications. 16. Side sewers shall be constructed per City of Tukwila requirements. Minimum slope shall be 2.00% unless otherwise approved. Minimum aide saner pipe size shall be 6" diameter. Side servers shell be a minimum 30" away free building fouridations. BU /L D /NG FOOT /%V6 J / GRADE N.T.S. M /NUS D44METfR WASHED GRAVEL BAChF /LL -6" PERFORATED P /PE W /TH F/L T5R FABR /C EN VEWPE I.4 2' al PRORATED PIPE DETAIL EROSION /SEDIMENTATION CONTROL NOTES 1. All limits of clearing and areas of vegetation preservation as prescribed on the plan shall be clearly flagged in the field and observed during construction. 2. All required sedimentaticn /erosion control facilities must be constructed and in operation prior to iar;d clearing and /or other construction to insure that sediment laden water does not enter the natural drainage system. All erosion and sediment facilities shall be maintained in a satisfactory condition until such time 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 shall be the responsibility of the permittee. 3. The erosion and sedimentation control systems are intended to be minimum requirements to meet anticipated site conditions. As construction progresses and unexpected or seasonal conditions dictate, the permittee should anticipate that more erosion and sedimentation will be necessary to insure complete siltation control on the proposed site. During the course of construction, it shall be the obligation and responsibility of the permittee to address any new conditions that may 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. In any area which has been stripped of vegetation and where no further work is anticipated For a period of 30 days or more, all disturbed areas must be immediately stabilized with mulching, crass planting or other approved erosion control treatment applicable to the time of year in question. Grass seeding alone will be acceptable only during the months of April thru September inclusive. Seeding may proceed, whenever it is in the interest of the permittee, but must be augmented with mulithing, netting, or other treatment approved by City of Tukwila, Public Works Department, outside the specified time period. 5. The conveyance and detention systems shall be cleaned of all silt and debris prior to final inspection. 6. Siltation fence shall be installed along the perimeter of the site to help filter any sediment laden water. (see the detail on this sheet). . ' 7. The temporary gravel construction entrance shall be installed prior to any clearing or debris removal froir the site. 1111111111111111 • • al. nTa�. . Fa ' 111111111111111I11111111{1{11111 ►11111111!11'1111111 11111111111111111 1111111 !11111111111111111111' 1111i11j1j111l 1li1l1l1111I II11111111111I!;11111111111111 11111111111 3 V • Le. sill!111! MIIIIIII11I111!I111111d1!11 /r .. ' 5 6 7 8 9 10 if the microfilmed document is less clear than this nc t -fie, it is due to the quality of the original document. ic. eZ i7l EZ Vii ".. -1c ()?. _- > t :` Li 91. GI :.... ill ._.. C1 31. ll._..,.• 0� 0 L 9 S I1h11 11 {III {III 1 1a1 {Iii I 1 III111111!lIndii!!1!111l1! Ill!!! III! l!I!111hililiiiiiiiitlilliliti1 11 MAmf IN 4PMAN+ 12 U 1 1!11111!I111111I 11I1111111111111ihi!11 117. f.7.-tigeileeegaggaitlgeet •-•