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Permit MI98-0078 - PARKWAY SUPERCENTER - PARCEL C
PARKWAY SUPERCENTER - SOUTH LOT 18004 SOUTHCENTER PY • ... r.. r +�5 xw mwa ew:�.wis10N M 198-0078 sWi4sv�+i� p�.RVW�,y sea as PROJECT NAME: fi r PI j "C +� PERM NO:. I'�Lgg� �lS Site Address: I46OO rl%r" P1 Original Issue Date: -743 -q9 REVISION LOG Revision No. Date Received j Staff j Initials I Date Issued Staff Initials Ii 3 I A.. e -I m I • re . •.4 • rro-v AK, '. r4w ' M i ffy ... . -To s..., - .11111MILVII oitec - 1a On ci Receive By: Summary of Revision: / / I e • i i c4. Or - r .A A. re • S r M . . 1lu. • :.i ' _ m : • rrJV • r■ • i c)4 i't so a lam. . Received By: w (please print) Revision No. Date Received Staff Initials Date Issued Staff Initials 14-a. I 0 ' f3 -jcl Ii 3 I A.. Summary of Revision: .4L , A1 4` a -f . d / i , - A.0 m I • re . •.4 • rro-v AK, '. r4w ' M i ffy ... . -To s..., - .11111MILVII oitec - 1a On ci Receive By: (please print) Revision No. Date Received Date Received Staff Initials Date Issued 1 Staff i Initials Ii 3 I A.. Id 9? I 14ER i ! Summary of Revision: ovi ce, +0 Coo'4610,4 Litilier 41. 0c Received By: (please print) Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Summary of Revision: Received By: Received By: please print Revision No. Date Received Staff Initials Date 1 Staff Issued i Initials 151111111111MIPM■ 4111V Summary of Revision: Received By: please pnn City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MISCELLANEOUS PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 352304 -9031 Address: 18004 SOUTHCENTER PY Suite No: Location: SOUTH LOT Category: UTIL Type: MISCPERM Zoning: TUC Const Type: Gas /Elec.: Units: 000 Setbacks: North: Water: TUKWILA Wetlands: Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: MI98 -0078 ISSUED 07/13/1999 01/09/2000 .0 South: .0 East: .0 West: .0 Sewer: TUKWILA Slopes: N Streams: 3 Contractor License No: MITCHCT044MN OCCUPANT PARKWAY SUPERCENTER PARCEL C 18004 SOUTHCENTER PY, TUKWILA OWNER MBK NORTHWEST Phone: 206 575 -8090 C/0 TRAMMEL CROW COMPANY, 17560 SOUTHCENTER PY, TUKWILA WA 98188 CONTACT ROB KING Phone: 425 -778 -1921 20503 88 AV W, EDMONDS WA 98026 CONTRACTOR MITCHELL CONTRACTORS Phone: 206 -463 -5838 PO BOX 167, VASHON, WA 98070 *************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: UTILITIES FOR PARKWAY SUPERCENTER - PARCEL C (SOUTHLOT) INCLUDING STREAM RELOCATION, FRONTAL IMPROVEMENTS: CURB /GUTTER /SIDEWALK, STREET WIDENING W /ASSOCIATED ROAD STORM DRAINAGE, STREET LIGHTING AND CHANELIZATION. HYDRAULIC PROJECT APPROVAL LOG# 00- D5089.02 ISSUED ON 3/11/1999 IS ATTACHED AS PART OF THIS PERMIT. PROPERTY IS SERVED BY HIGHLINE WATER DISTRICT. *************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ .00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: Y No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 4000 Fill: 4000 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: Sewer Main Extension: Y Private: Y Public: N Storm Drainage: Y Street Use: Y Water Main Extension: N Private: N Public: N *************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 355.00 *************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature: -� n= Date: /.3 9_9 __ I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision o any other state or local laws regulating construction or the perfor of o k. I am authorized to sign for and obtain this development erm' Signature: Print Name: __30e041a4... This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days From the last inspection. Date: 1)._ D 111 CITY OF TUKWILA Address: f8004 SOUTHCENTER PY Permit No: MI9 t -•0070 Suite: i Status: IS$UED TTenant: a Type: M]:SCPERM Applied: 04/30/1998 Parcel 0: 352304-9031 Issued: 07/13/1999 ***** k**** kk*k•k k***• kk**** kk**** kkkA• kk* kkkk *kkk-kkAkk *kk.kkk.-*A**k *•kk ck4k•k**• Permit Condit 1 cans : 1. Contractor she i 1 notify Public. Works. Ut i l ity Inspector at 206 -433 -0179 of commencement and completion of Fork at ;least 24 hours in advance, .CONTRACTOR SHALL -NOTIFY PUGET SOUND ENERGY COMPANY, 'MR JOE JAINGA .AT .(206,)224 -2120 .MIN1t'iUti 48 HOURS IN ADVANCE OF ANY EXCAVATION IN THE VICINITY OF HIGH: P'RE.SSURE .GAS ALINE. ,`CONTRACTOSHAL.L FOLLOW ALL THE CONDITIONS OF THE HYDRAULIC 'PROJECT A,PPROVAL '(HPA), WHICH-IS ATTACHED AS PART OF THIS PERMIT. 2'.`,•Tgmpor1ry erosion control measures shall be implemented. as' ,the f r.9t order^ of busk) es to prevent sedimentation off - site .,'or into existing. storm drainage facilities 3'. `The : 5.i to Shall 'have permanent egos i.on , control mealssi res i rn place as soon as possible after final grad inl has been 'compl,eted and `,pri,or• to theF;inal Inspection. . '.Dri;v>ymays.. ha1.1 comply: with City 'commercial. standards. Driveway width shall be a 25' minimum andr 35' maximum.: Slop ',_shall be.a maxim'.tm of 157.. Turning i dii shall be a., 'mini:in .m of -.10'. 5.._.,,Sidewalks: and curb ramps shall comply. with City standards:. 6 .,.;Work e t.i,ng traffic flows shall be closely Coordinated with th'e, City Utilities Inspector. Traffic Cont:ro1 Plans shall 'b.e,`.,submitted to the Inspector for :prior approval. 7. `All double check valve assemblies sha ?11 be approved by th 'State Dep'ir,tment, c►f Health. DETECTOR 'DOUBLE'CHECK VALVE/FIRE VAULT . INSTALLATION SHALL BE COORDINATED WITH CITY OF 'rUKWILA FIRE DEPARTMENT, • :CONTACT MR. NIC.K..OLIVAS, ASSISTANT. CHIEF .0 (206)133- 1459. SACKFLOW PREVENTION VALVES AND .PO.ST OR WALL INDICATING VALVES SHALL BE :PROVIDED WITH' A UL CENTRAL. STATION TAMPER SUPERVISION. 8,. 'Hauling over 50 cy shal1 rerlu.ir .e appl ic:ation for a Hauling Permit prior to any associated activity. APPLICANT SHALL SUBMIT "AS- •BUIL.T" PLANS TO THE CITY 'PRIOR TO FINAL SIGN- -OFF. :APPLICANT SHALL SUBMIT TURNOVER DOCUMENTS FOR FRONTAL IMPROVEMENTS AND STORM DRAINAGE PIPE AT SW CORNER OF THE PROPERTY PRIOR TO FINAL SIGN -OFF. �; iETfx i`. ;'•" .fi,�`w•I.+f*L;R }z #.E4't:I!�«a. q'AFx ?fiX$9SiAivSikV. ..N.6u4s3`ea ' 4Z+(+ %!r CITY OF Wib(KWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Project Number: STA FUSE ONLY pR i7 -(1 7 1 Permit Number: inot a 4m, 007 Er Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name/Tena% to -,.L c` Ion ,- ce✓ /k -I Sow tike 1 City State /Zip: -k c - v-� Value of nstructiop (9,..r --0 3 1 Tax Parcel Number: '3s23oq - 9027\ - 02 Phone: Site Address: + . k`� -}\� -e -� co Property Owner: Street Address: 10.— 0 ..1AAVJ L .:l .� City State /Zip: C34 gig 1 Fax #: i —�2 Z Contact Person: - _.rte.. Phone: 1-. Street Addres : City State /Zip: i A \ �- OrJ 1Th -S--'2 Fax #: 7i42(0 CiAA - O U Contractor: �v1 -A-212-4 C — E c c tJ C,._ . Phone. 5 55C- ?Si-9- - Street Addres City State /Zip: Fax tt. Architect: ' Phone Street Address: kflik -.,6i4 . ?..1-. D ,- City State /Zip: OSt� A a2 Fax #: - (7--0 - O2 (st_i , Engineer: .� b1 1��� , (4-4r5- ZS- ) -(0222 Street Address: City State /Zip: 02.\ S- �" ,ecJ. S . ) 1%= ' � t It.Y. �-�'� c(7 2— Fax #: ,`_ v2- c c-t ,c1 - - MISCELLANEOUS. PERMIT REVIEW AND APPROVAL REQUESTED: (TO BE FILLED OUT BY APPLICANT) Description of work to be ; 1 don 9: .I -iPa for .- a .- ,. .e 1 - .Sc,.. -{-1 L0 f Will there be storage of flammable /combustible hazardous material in the building? ❑ yes 1.2. no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets ❑ Above Ground Tanks ❑ Antennas /Satellite Dishes ❑ Bulkhead /Docks ❑ Commercial Reroof ❑ Demolition ❑ Fence ❑ Mechanical ❑ Manufactured Housing - Replacement only ❑ Parking Lots EJ Retaining Walls ❑ Temporary Pedestrian Protection /Exit Systems ❑ Temporary Facilities ❑ Tree Cutting APPLICANT REQUEST. FOR MISCELLANEOUS PUBLIC WORKS PERMITS ® Channelization /Striping ® Curb cut /Access /Sidewalk hJ Fire Loop /Hydrant (main to vault) #: a. Size(s): 8 "-`- 6 ❑ Flood Control Zone ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. ft.grading /clearing ❑ Landscape Irrigation W I Sanitary Side Sewer #: .. ❑ Sewer Main Extension 0 Private 0 Public RI Storm Drainage lb1 Street Use g! Water Main Extension 6) Private 0 Public HIC,NL/NE WPrTER ❑ Water Meter /Exempt # Size(s): 0 Deduct 0 Water Only Water Meter /Permanent # 2 Size(s): 2, 2 " H f C7H (.l NE WD ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous ❑ Moving Oversized Load/Hauling MONTHLY SERVICE BILLINGS TO: Name: Phone: Address: City /State /Zip: 0 Water 0 Sewer 0 Metro 0 Standby WATER METER DEPOSIT /REFUND BILLING: Name: Phone: Address: City /State /Zip: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: la- Date application expires: /o' Ito - 9S- MISCPMT.DOC 7/11/96 • Applic 'on taken b : (initials) ALL MISCELLANEOUS Pte. IT APPLICATIONS IVIUSTBE.SUB ED, WITH THE FOLLOWING > ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN 5?. �'}B�1tL'DING,strE ALAS AND UTILITY PLANS ARE TO BE COMBINED > ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT > STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER • CIVIUSITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Bullding.:`Owner /Authorized Agent If the applicant is other than the owner, registered architect /engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain:the permit will be,required as part of this submittal. I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND / AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER •R i UT RIZED AGENT: 0 .'' ` SUBMIT . APPLICATION .AND•REQUIRED:CHECKLISTS FOR Above Ground Tanks/Water Tanks - Supported directly upon grade exceeding 5,000 gallons and a ratio of height to diameter or width which exceeds 2:1 PERMIT REVIEW Submit checklist No: M -9 in Antennas /Satellite Dishes Submit checklist No: M -1 -' 0 Awnings /Canopies - No signage Commercial Tenant Improvement Permit El Bulkhead /Dock Submit checklist No: M -10 ® Commercial Reroof Submit checklist No: M -6 El Demolition Submit checklist No: M -3, M -3a 0 Fences - Over 6 feet in Height Submit checklist No: M -9 0 Land Altering /Grading /Preloads Submit checklist No: M -2 Ell Loading Docks Comm Te Improvement Permit. Submit ercial checklist nant No: H -17 0 Mechanical (Residential & Commercial) Submit checklist No. M -8, Residential only - H -6, H -16 El Miscellaneous Public Works Permits Submit checklist No: H -9 - ® Manufactured Housing (RED INSIGNIA ONLY) Submit checklist No: M -5 in Moving Oversized Load /Hauling Submit checklist No: M -5 Parking Lots Submit checklist No: M -4 El Residential Reroof - Exempt with following exception: If roof structure to be repaired or replaced Residential Building Permit Submit checklist No: M -6 i Retaining Walls - Over 4 feet in height Submit checklist No: M -1 El Temporary Facilities Submit checklist No: M -7 El Temporary Pedestrian Protection/Exit Systems Submit checklist No: M -4 f Tree Cutting Submit checklist No: M -2 Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Bullding.:`Owner /Authorized Agent If the applicant is other than the owner, registered architect /engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain:the permit will be,required as part of this submittal. I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND / AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER •R i UT RIZED AGENT: Signature: iffi / Date: (f) , 3D f q-v J � Print name: 4.s.� Phone;yit, �1'1� Fax It: 261,,s..344_0( l Address: ` 1 City /State t'p; o r w i( t aA , V 2 MISCPMFIDOCi`' 7/11/96 +I *** ******•** ******************** ******* *******k* ******k***** *** .CITY. OF TUKWILA, WA ( e TRANSMIT * ** * * * * * * * *k ** * * *k *k * ** A* .* w * *�l**** .** ** * * *** * * ** ..Jl * * * * * * * *** TRANSMIT Number: R9800105 Amount: 82,590.00 07/33/99 14:11 Payment Method: CHECK Notation: MBK NORTHWEST Init: BLH Permit No: M198 -0078 Type: MISCPERM MISCELLANEOUS PERMIT Parcel No: 352304 -9031 Site Address: 18004 SOUTHCENTER PY Location: SOUTH LOT Total Fees: 88,004.35 This Payment 82,590.00 Total ALL Pmts: 82,590.00 Balance: 5,414.35 k********• k*** k*** k**************** * * *** * *•k* *** **** *k* * * * * * * * * * ** Ac6ount Code Description Amount 104.367.000 TRAFFIC MITIGATION FEES 82,590.00 ■ .tit.i,a . ie7,t 1L.V.:OL*4 a-a La. 'ti 3�14p'i+ 4 i�'trY1 4iat! !1 *k*k***************************** * * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** CITY OF TUKWILA, WAS RANSMIT i • * * * * * * * * ** * * * *. * * * * * * * ** *r$.Y.. *4,i ** * ` . * * * * * * **, * ** * * *,,.A* * * * * *- TRANSMIT Number: R9800105 Amount: 5,414.35 07/13/99 14:11 Payment Method: CHECK Notation: MBK NOR1HWEST Init: BLH Permit No: MI98 -0078 Type: MISCPERM MISCELLANEOUS PERMIT Parcel No: 352304 -9031 Site Address: 18004 SOUTHCENTER PY Location: SOUTH LOT Total Fees: 88,004.35 This Payment, 5,414.35 Total ALL Pmts: 88,004.35 Balance: .00 1- ***** k*************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** t- Account Code 000/345.830 000/345.830 000/342.400 401/342.400 412/342.400 402/342.400 000/342.400 000/322.100 000/345.830 Description PLAN CHECK - UTILITY PLAN CHECK - CHANNEL. /STR INSP FEE - UTILITY INSP FEE •- FLH /LI /WME INSP FEE - STORM DRAIN INSP FEE - SME /SSS INSP FEE - CHANNEL /STRIP SEWER ASSESSMENT FEES LAND ALTERING PERMIT FEE LAND ALTERING PLAN CHECK Amount 50.00 10.00 30.00 15.00 15.00 35.00 15.00 5,034.35 180.00 30.00 r 111 4%141,, "87.4- Ci fer. ; ti +1s, . moo. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 1. , NINV —c073 PERMIT NO. (206)431-3670 Project: pure.° Cl Type of Inspection: C CA S ) td So-a 5‘eSle. of 5---7 -rtt 0.)g-e.. PLI4j eesl- Address: Date called: — als-vi sbui-k 0,2 6, 5a Lit\ i2,011/ Special instructions: ... .. Date wanted: ,,-- a.m. P.m. Requester: — Phone: 111 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: li ce 0 0 6 UtfAAS 114-4 SLIdin -Q-44 ) td So-a 5‘eSle. of 5---7 -rtt 0.)g-e.. PLI4j eesl- i o.Aza - k,-,o h 'e-Q-1A CATINdaf ArW14 7 UY0-&-00- i 1)%61.0 (K)C41 @ €(14-7- ad4 01 als-vi sbui-k 0,2 6, 5a Lit\ i2,011/ i e>tik. p 13-442%-/ lkiz C. asi.%-e-c..* ,-+--, Ar-2) pdt-6 pv-1 17) .a..,o-, k tweA,, ILL.e..4 Inspector: Date. / (466 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: e7,1 t2.",:et.i,54tfed400.AgaildiliTAW ia.4 4 114.08a0 44sito 'nfr tavAte "..141;A/A "., INSPECTION NO. INSPECTION RECORI:). 1}4 Retain a copy with permit- I N. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206) 1-3670 Project PEA ( 5 0,{)C12. e of Inspection: tc+ 5/11/79 51, GiAtre,„/ . j- Ax-w 77) 72J) /1--rt=1. Address: 1(&644' S C P f■S.,jy Date called: i ewtex z 57j Special instructions: Date wanted: ,y4 did (i) X1441 4t4,r0 a.m. P.m. Requester: ge-t; wwil.-, Phone: EApproved per applicable codes. ctions required prior to approval. COMMENTS: ._. 5/11/79 51, GiAtre,„/ . j- Ax-w 77) 72J) /1--rt=1. / Ail ei Ai d /100€ 4(11 ' I i gu ewtex z 57j i fit-11q L4,- eatd,ei 5T/dc ,y4 did (i) X1441 4t4,r0 2A1 ,c4(1-ejj-Z-e s-AiA41-- lai AeLoLO ge-t; wwil.-, • Inspector: ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter(Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: r •,,4,440.1 tg4146%laa'‘,444:4 fiem .46 gt '444 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 04 ( -001g PERMIT NO. (206)431 -3670 Project: & C ~Type of Inspection: ce-. / / R CO ,2 ,-4- :, tb e Address: 5-77Z c C ) 7� t ., , Date called: 141 { G4 `-'•., 11_: Special instructions: �-� N. \ `f` -"2'i Date wanted: / / /WOO a.m. P.m. Requester Phone: 1 d (.�`,� c.� ❑ Appr ed per applicable codes. n Corrections required prior to approval. COMMENTS; / / R CO ,2 ,-4- :, tb e 5-77Z c C ) 7� t ., , 141 { G4 `-'•., 11_: , / ` l (404117,224/ i .71-`(r fL- • I '' 4_1041 ark 5) . ' yi� �r • . • ���, c t� 1 d (.�`,� c.� � / S ,, ` >, 4/v /j -/ ■ / 1�•Lct1 4 .1 s fI'dc.• .. ` .r .4I .a Inspector: Date: , 1 • ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date:' t; %Fa to = <' u1iN :ut fl 3 ;liradu ; i3ti''31i6i : "' ": iir vi ifg:4,,60" INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Project: , C ti-a-tAin ,_- e_e4 Type of Inspection: S 5 Address: 4 .:111L—ita ,- C-6..i-m■_ Date called: M• , S504 i-1- 3 5x-L,>----v- Special instructions: \,. Date wanted: a.m. P.m. Requester: - i c/ tie15‘s ,4---4.014 ,11..ata sy /viii •'' Phone: EiApproved per applicable codes. n Corre ons required prior to approval. COMMENTS: --h-- -C /OP vqq c..,A....c. t , 17 M 0 it OA 1) ti) t....L.-- .:111L—ita ,- C-6..i-m■_ Ight1Q-- M• , S504 i-1- 3 5x-L,>----v- SS vtA 4 . 4414 i' ,t'dg. 52,,,,0 c/AdaiL('47 sr' )7.01( ii&-1-/(11,7 740 A gi4A1 5)Mi /e/hy99 i-c-te. - i c/ tie15‘s ,4---4.014 ,11..ata sy /viii •'' ii-A //-1) 6Ae_Aiip r/titoLcv-; , Inspector: 6, 0 Date: 4( chcl $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 4f." ‘50;%''.4d:14..Wki'S4v14.4.Z, ViAtiiiastadifir 2" i INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206) 1 -3670 Projec u' i 96 `a c Type of Inspection: Address: PERMIT NO. ;.i# c e 5C few-/ Special instructions: Approved per - applicable codes. COMMENTS: Date called: Date wanted. Request Pho CA-5 a.m. p.m. Corrections required prior to approval. TUN `70 1411(�'t 1Inspector: I Date: I.�� <5;�� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: 1 Date: SLi�i:'! S' ?fig4f+ S7,4� +��FifiiakdG�i'iln3.hatiit . a f.'�SY:f:'3 " "4cb:5iri a: 1'�i:..7Sk;11 Mt 7-t-V rtlt INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 /141 -c.)‹.)73 I PERMIT NO. (206) 1 -3670 Project:pozx Address: Type of Inspection SL Qwi Special instructions: ti2p1 Date called: Date wanted: Requester Phone: Approved per applicable codes. ,Ak5 a.m. p.m. orrections required prior to approval. [nsPector: 6 t I Date: ip/irtM $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: I l COMMENTS: -10//0. OV-SL'i i . c4 4 A i d 1:60-7 Id mii-- ciptfrpf, i--ifft AiLdk f„4,-- -7 7( aire S. art -dam- SALIA ,e x -&i/t44, , �{ , aid - ` `j /Aim &41 / rite /.,7,,' Gu0 5i ?v14 c-44 /9 f at S- 41 7`Z j4/( . 6.--1-tet ( „me [nsPector: 6 t I Date: ip/irtM $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: I l INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431- Project: " 6 Type of Inspection: / Address: c. (B ei.L.1/4"iy Date called: I / Special instructions: "' ( Date wanted : _ cc-7 / ! a.m. P.m. Requer cAS Phone: Approved per applicable codes. 0 Corre• ions required prior to approval. COMMENTS: /Voln /-/` cuo4fir A4r-1 ! saet 1 Ay PZ �f ( � 1 Cwt .sZ 0 r,.cAi(C Inspector: Date: (6/(c Of Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IReceipt No: Date: M1 1 :.i INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Project: fead , , Type of Inspec ion: 5/71-e81 A 4)42 (rA/ 3) Address: ( Sc_ � � Date called: 79 Special instructions: r. - Date want /0 421 a.m. p.m. Request l Y%Z iiit" V Phone. Approved per applicable codes. C erections required prior to approval. COMMENTS: /; / stub,-(%45 7 .'lI✓1 l(JcW99 / 4 5/71-e81 A 4)42 (rA/ 3) ,»7 1 .4'L�4(• } J � i i .4 71 s'o ^i 774.6. d c n c CfrgJ /, Inspector: Date: It iy2 t {� 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee mus( be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Project: ilkto 4 ..,, , Type of Inspection: C.. Address: I CaCCAi S(.- --( Date called: /pl 7 Special instructions: $ CeaWL 7-t/t4*1-j94 Date wanted: a.m. /4..) if' ...? p.m. Requej,ster. , ntddtab, co Phone: Approved per applicable codes. [11 rrections required prior to approval. COMMENTS: / xrn /4 02, u J (7s ?,5-70 cour,1410-t koei.44 c44, 7z) ca-ft"0,1- 5-7 iX 60—k Inspector: Date: 11 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: :,-4441114.44:Aolgeo). f,•'' INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION k.,...- 6300 Southcenter Blvd, #100, Tukwila, WA 98188 k. . PERMIT NO. (2O6(31-367O Project: , c r. /0/0119-9 a4e24 .6 ( 57M GUN Type of Inspection: ' - 1 S- AM580".. Date called: /r-1-57ff &In- a-4-y. t/t, ci ei/A-0-t'/Orx-1 Special instruction: • -,-- - al-c.fit. liCt J Date wanted: /i 2-y/g a.m. P.m. Requester. • e:,./k;;/. Phone: 61t."-PA ElApproved per applicable codes. C ections required prior to approval. COMMENTS: /0/0119-9 a4e24 .6 ( 57M GUN SD C~7,6-r--7V 114 '..ad )`;'-42/ e4t/L-e,t,`" AA., /Atzzi /r-1-57ff &In- a-4-y. t/t, ci ei/A-0-t'/Orx-1 bAcad /919f gef g ,9 (17144/1 A i altdj • e:,./k;;/. 140 el—ei-gi /kJ! / Cf2:t 71IP 5 t 61t."-PA /Ada 4 ,A.I.A4 Li A,(4.44 75- 441t1 L.A.4, Inspector: 6V Date: fot2: $47.00 REINSPECTION FEE REQUIRED. Prior to inspeciion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: "k#44$504: 40A, 41,4, s,;thadio. '84$4u140344.44 Date: sve„mrtrmetmtn1.2....iti?,. mirmagegal_.:imtvey , Atn, INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Project: pG / Type of Inspection: / C S Address: 5c ('< kr-1 Date called: ii/ -09 Special instructions: abtilv,. fl yPe/ Date want co/2,4/4.4/-1,0i /ee v' /914 a.m. m. Reque ` `� vvt � / `, % Pho e: Tv Approved per applicable codes. Corrections required prior to;approval. COMMENTS: !/ 3/ / 9-Lm i/N,Q.` / 9 0� 1;0 Ae-ey roc &),i / ,ZoseilC Sc 4 / - ) • sCAWA!d3k/- 1L , `/11 S C) 5-7iZ _.0, co/2,4/4.4/-1,0i /ee v' /914 /i /1.0 /iU5rPi/ 51 ( --pie $ S, 1 fahki . ' - 57 IA le, -jr. Tv 1 ZA.S Inspector: Date: ((/`01/ n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IReceipt No: Date: :)::'�.1. si`: YU. l' i.}+ .f:r1i`.`r:7�.'v-a.,lr:7f�ir�., K's;Y; ia•Y£11u ,{,�u,SC! %Va. 1, ti Z ~ W JU UO • 0 W= H U) u_ w0 LQ U � I— • w Z O H W • uJ U� O N O I— W W H O w co 0 z INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. 06) 431-3670 Project:Ijmicai ( Type of inspection: C CAS Address: Date called: ik.) 6pecial instructions: C1/ (0,4._ J u, toi---i 4 Date wanted: a.m. p.m. Requester c 1244) Phone o.: 16 0 11A b.) r II Approved per applicable codes. rrections required prior to approval. COMMENTS: • C A A A J , /gZraA c 1244) 16 0 11A b.) r II (1,11%-(3 i\i_AQ ---C-6.--zu-/J-.-2-,k k ..." ■ __JoAj 002 ,A. tb , ... i I i \ . . f Inspector: Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IReceipt No.: t44m0i414. Vti Date: „ .ttt:i7,2:,tfy„V,!P.TWOtql!rcfpA'f-,Lir.At . m.ktt„ INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 fin( PERMIT NO. (206)431 -3670 Proje t: LQ14111 P64-/-CO (--- `type of Inspection: zzAs Address: Date called: Special instructions: Date wanted: a.m. p.m. Requester: a, L d t - C1i1 Phone: ak4, l! t 2 d ,vi (p'-1Q). J ' ,i t Approved per applicable codes. r7 C ctions required prior to approval. COMMENTS: vde,w4k „/ / ?9 I' le s 5 C f4 Sc o ? .5 2 lti AJIA S• fzi_dk". ./t,,,,,L,-o So �Ap I) ,11 'Q . /J72) 5(,(A �y/I.e4 nX e Lit At J cfm-..Y./ c_// -0.1 . fl( . . ;'4A, i,,,, , k a) 57 ( co4 Sc. a, L d t - C1i1 .e.. a , .,_ , , / / / � j/ - ak4, l! t 2 d ,vi (p'-1Q). J ' ,i t 1i..! ! ...�..:. J I ' d Jam% . Inspector: Date: + i 4)(1/ ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: 'iF.y.:44 .110A1,y • INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ERMIT NO. (206)431 -3670 P oject: / / Type of Inspe Ion: Add ess: (`260CA 5 C OK/1 Date calle .., Special instructions: Date w nted: a.m. P.m. Re ester: P one: nApproved per applicable codes. COMMENTS: Corrections required prior to approval. /1/ eo/rr (4/1 ,512-44i Ltd A'( 79/ 7 t «. Z-616' el /4 $ C Jw ey LJ dte7'. Inspector: 6 Date: (736m n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: ! a■i` M- Fkt: iLsM" ar": 1Nci :yRxw++.<" &%;.%rucAtRr,7sa,�, r :L.•, 'h5 z w f¢l'� JU O 0 W = W• 0 2 u. co cl IW I_ W Z I-- I— O Z I— W W U � CII- W• Ill LL- z U= 01- z i • • INSPECTION NO., CITY OF TUKWILA BUILDING DIVISION INSPECTION RECORD Retain a copy with permit 6300 Southcen r Blvd, #190, T,ikwiIa, WA 98188 PERMIT NO. (206)4 1-3670 Project VO-4-4-e.-1 k-- _ . Type of Inspection: < ,-■ ,._ Address: 16()614 S ,c. PKwi ji9 (11 ,'S-V'-4A cratI., tiK.2t4-01La Date called: q Special instructions: . • • P • ' Date wanted: a.m. / / P.m. Requester; , i a f I.- i K- / )(//LegiN AAApa, Phone: riApproved per applicable codes. Corr ctions required prior to approval. COMMENTS: citf it 411' C_A(..Cer-u 6j-f-I 591— 0,24,,a6t-7.Q&L'A.1 10(A4,1( 1 (Av..1)-iiiiciel 4 ip(il I - -b I 11 u a 7 . .1 - - ji9 (11 ,'S-V'-4A cratI., tiK.2t4-01La , AzAdeZon .v,, elLiti-014? 1 g3//31? 9 Re, Ceixiat/Lckicerli / 1,(,k-Z-4 ile, aud,01,t- 5 Ai „ • 0,),,./ 5ee4A, 1 StAkx--00 Insilector: Date: 911(1-A? $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid \ at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. II Receipt No: Date: „.. . • ' 1 0 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Project: Par kwav Supercen Address: •-540.1.-„a1801 S+ Special instructions: ip 0 00(-ci arc el C 1 o PERMIT NO (206 431-3670 pa, Type of Inspection: k€41€1-4441 Date called:3_ _ 7,1 Date wanted: Requester: Phone: —27—c19 a.m. P.m. Oh/ 36(3-173q Approved per applicable codes. El Co ections required prior to approval. COMMENTS: .V9 7 ri747/1 akde tr-) Rekci k / —Re/ 117 tiegt4.‘ , • /AIL A iInspector: •1 fJ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ReEeipt No: I Date: ig (2_ 7(f 1 I Date: „wk.; ,-••• mat:it • z ce 6 D 00 co 0 CO LU WI —J LL uj 0 u_ < CO D ° Z F 1- 0 z LU • to O — O I- WW 0 17- Z Luo (.0 p O 1— z 0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #.100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Project. l ' C /t -s4.1 J"w „ Type ofInspec on: _5[ J Add( OQ Address: SC DY t`—t1v Date called 9 /a�qq 6#L-4-11 Special instructions: Date w ted: a.m. p.m. Req ster: t4 P one: nApproved per applicable codes. Corrections required prior to approval. 3 COMMENTS: q 6R (i _ C; 6#L-4-11 C 8f. 7 1/ %i.4. 1, .! L. id t4 Tv s, a' g *”. i1Q-Al /e 11, C 1 ( -k t-1 /1c/; @ £J i ca T 7/ Yi ?. 17/A4-44 /c)-'' J.5 f/49-34 Gg -7 To ( '4'6 Inspector 6v Date: ?)-'c n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: C INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PE IT NO. (206)431 -3670 Project/20,Lpg A ,Type of Inspecti Address: r Date called: ��� p Special instructions: Qj Date wan d. a.m. g // p.m. LI,Ae. /,<a ::u:, ,41st er?:- /, �,, / ' El Approved per applicable codes. orrect s required prior to approval. COMMENTS: -7� -�� , D FA'ri ,'- R J1 /: Inspector: (L) Date: 67/y7? ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: ��.�.<7cliw. �'.�f f}+ SC3," f9i�Cl �Tt iY}. �1! ii: 4' �'. 2:: ^�f5� ;:2i ^Sil'+�i�nfT,i{�✓.cP"� INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Project: ,, z_ C 1 Type of Inspection: 5) 1 Address: MOO ..C., etc V.-Li Date called: 1 / 017 Special instructions: a..4. -4.. t �� / Date .m. /0 7; - / p.m. wanted: a' Requ ester: /,/,)01--o( 'D1--/1 , ,@a•we,-, Phone: Approved per applicable codes. fl Correc ons required prior to approval. COMMENTS: !c// 5/ 7 /. %KG - ,„7.ei- 65 ii-/ 7 La L F U/ /L j./5 . s> .ci- Inspector: 6\j Date: (O fi fi El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: I Date: elt z =Z • ~• W JU O 0 w z • W W0 < 2d I- W z ZI- W U � O - w w "O w z o 2 - O 1- z INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6304- Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Project: (964.4A C Type of Inspection: /OW 9 ,6(Cov,4 -. # /i,us f 4// / /rg �' , Address: 77�� C- e ( : u Date called: - cg i5 ``JJ Special instructions: .. 0 t.J N Ads Date wanted: a.m. p.m. Requester: S4 cd °i5 ti,„erj `/s' L' Phone: 9 b ..X , D ElApproved per applicable codes. n Corre5ns required prior to approval. COMMENTS: /OW 9 ,6(Cov,4 -. # /i,us f 4// / /rg �' , /? 0405 / GIS ,r/e'xrt, ; S 66 7/6. - cg i5 70 LF 0 t.J N Ads 1 c,J ,L, Oil �Fi Gam? fU PIJG, �' � -viu�J t,�c� G i cr S4 cd °i5 ti,„erj `/s' L' of 9 b ..X , D T h- c..JA4,tt/ 6a u-124, Inspector: Date: b(76i $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: '�1:�€li'Sr1JJ He.:fS:t:Xi5t;�7�: <i jiYil`+'iurw:'? 1:ui:5w`' Siii; :issia7aYSNt« '" ga0: '`Pt.t. aL r...ft'''''t''it��d``� INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Project: Type of Inspe ion: —, Address: Date calle g A ch I ,: Special instructions: .,_ ' Date w ted "I i t / a.m. p.m. Requ ■ )C /t M • MAP-al Ph ne: ..,,,,,_J b Approved per applicable codes. Corrections required prior to approval. COMMENTS: , ,: Ut I- R44_12. 4.' I:) 9.'y ..,,,,,_J b i A . Cpl 1.. _• 1 ,I) F i) , st c c , 4-1 C� i f try Uj NI i 1 (N( .� '�s .r�.� , 5 (sh. '• U. SL - pica (ack c L&L ( 1 �'G ii tvaf J . V•.) CV PA d .o rw 0 ir( (i 1240.*9. Inspector: Date: C� r17 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)x'31 -3670 Project: f �� Type of Inspection: �� , / �f Address: Date called: ./ Special instructions: Date wanted: a.m. 7//0. -q P.m. Req ester „ ��? i(Ar4'I �! 5 Phone. Approved per applicable codes. E orrections required prior to approval. COMMENTS: /o //Y /ff .1-41 di- i-itthrt NA. T ILLP U- ; ,h_4„9 0 (. 6t S 4/So 404, f,,i i /Gd i 0.rp it-f-Ai 0 � )4_441(4„.12 ( fi. - ' cri./ TO &- it t� f Inspector: Date: / ! r / El $47.00 REINSPECTION FEE REQUIRED; Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: �� *,;;:�+ n.-+ ki. nri�,. �d' aYe4d„ l�z' C:: i:K „kHki %�t,.aaiix�'.aai:'u1S•t Aiwa Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Project: C J Address: Special instructions: M '1'1 PERMIT • 0. 6)431-3670 Type of Inspection: FU Date called: Approved per applicable codes. COMMENTS: I/ 12199 Date wan •d: 1i 1/ a.m. Requ ter:f; / '; P-C4r-e P one: Corrections required prior to approval. Hid 719' 1-ki(fAI QA -fricoNA. f 1---6-1 -1-71i,-- 1---Q/J-Jr" -0 30 p5 2-k, ‘0/ dA-49? , FLwelA 5. ' IInspector: IDate: 10.1.(1 ci El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No: Date: elfiVg‘" 09A.ISita ' * INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 1 Mt 9 -0075 PERMIT NO. (206)431 -3670 ProjecytG r, �'cu G) Type of Inspection: Address: t a 60({ s c PK�.,,T Date called: / /j! 7/9'9 Special instructions: Date wanted: a.m. / /A9 ill p.m. Requester: /!f L/ l m upt • ("A_-!.4 . Phone: nApproved per applicable codes. ctions required prior to approval. COMMENTS: /t/94. 5 dg . C. ? ed h Qz +,, 19" .41 1 Ai -12-- /40ifri e6 1,,7, 0.„ %,2.." .L, /,iii d_ g ItI6 5. e6 y 6 cd,eh- /,a Alp 5 --/L /w , 1 Inspector: Gk) Date: /(�09 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid • at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: 2G.<� ;y .. �' � " � ��'• ;t ail .0 '� s }YYt,�c+, , c f :,4`:i�d'; w33`'1•;ii$�'ii 1 ?,,r :'%+,S :Ja 0�4 • INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -36yd Project���2lGPX. e /t/ Type of Inspectidn: GC '.r .J Address: I s ti Sc Q��� y Date called: / / //> % Special instructions: Date wanted:. k, / r a.m. p.m. Requ /s er: Ai (744/1 Phone: ?.-v6 , —7/ V/72- 72- ElApproved per applicable codes. Cor ections required prior to approval. COMMENTS: ii // 9 f G�'! LIB' 44%,,,,-4 q 5-7g c,,,,, _S, / T ) t o c i - � ! ! a 46,-, 1S; I5,k, d 6 Inspector: 6V Date: n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcen`ter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: AID INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD `'`" m(qv - vo Retain a copy with permit PERMIT NO. (206)431 -3670 Pr ject: '' `, Type of Inspectidn: Addr s rte, S.C.- QKWy G'r /L.4_,AA4 du:Li) dg c 74L 614-4.el' Date called: k/1Yr9 Special instructions: /4 e._ / ,' :.1 - .�_ i_ = Date wanted: l ( t a.m. p.m. Reques er n Jed Phone: Approved per applicable codes. n Corrections juired prior to approval. COMMENTS: /,/ g / /5e---e- 4 L (-7_Al,' / 5-7 /4 S,, /i3Gi 4 /� 14'04 � -thA Fi a o, /4... , G'r /L.4_,AA4 du:Li) dg c 74L 614-4.el' 7` hco-e_ <r---‘2c./f , __ . , -4- ht a,tiLA. /4 e._ / ,' :.1 - .�_ i_ = .. ...mac .i L cr J -I- 4Jf r , a.4-✓ 57V/ // /01 q/ /f 5 . (,1f4U A- r r /7d''1 72 . /-66,5- t s7er_ 1,--(:ve>, 41-4,e_la dvt /4..ftc ? -- /00-tico-, Inspector:• Date: 1V21/'471 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenfer Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 43'RYS+A6R1L4q� Ai. 4 J14 wen Z ~ W 6 0 O O UU w J w• 0 �< =d 1.w Z= F-- H 0 Z 1- w w U co O — O I- W w t- tl 0 W U= O~ Z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M198- 0078DATE: 12 -21 -99 PROJECT NAME: PARKWAY SUPERCENTER PARCEL "C" Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 XX Revision # 3 After Permit Is Issued DEPARTMENTS: Building Division Public Works n ■ Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 12- 23-1999 Not Applicable n Comments: TUES /THURS ROUTING: Please Route Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions DUE DATE 1- 20-2000 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: \PRROUTE.DOC 5/99 !, �'• p! i�' ad: �?' e�,; �• it':'"., �fix�� ;? ?rr't�r^c.°.�:.�'�-;�i..�..r .. �.,...,.._.. � .'w.,l�:............s.W�..,.... Peirrrt PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M198 -0078 DATE: 9 -7 -99 PROJECT NAME: PARKWAY SUPERCENTER PARCEL "C" Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 3 After Permit Is Issued DEPARTMENTS: Bui65*ing Division q -14/ P blic Wor s NO Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete CR, Planning Division NI /You 61-q Permit Coordinator DUE DATE: 9-9-99 Not Applicable Comments: TUES /THURS ROU ING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions & rOt (6,0 #3) DUE DATE 10-7-99 Not Approved (attach gents) ments) i{ A Ii/tfida0 REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: \PRROUTE.DOC 5/99 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: t 11-- 1 Vr Col co- ,,s4 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 3 after Permit is Issued Project Name: 19121V4 m y S.PE.k.Cl&7 Z 6 i w C Project Address: /90Th # sots kJ. s 0 . S/T . Contact Person: 'Q R I fu(. Summary of Revision: R COttEkiiottsoi rd tet) Zc4fur4rte/4 TO P447.y u.P To FIELD CakilliT7dAtr Phone Number: Z042- GSO-(01 F/ if Stamm. N0‘ syyrn-ki. LM1€ Le rrdN a/krt((€S o F l' f G4 fr1 R pticz2 l zm-atm tw Qv; ter WALS 1K Dike 10 GLIN.,,CTS C c.rk ha& J 000kt∎ vq � W (.oCNrT MA ' S,S , $(t 'Ctt A 77 ' Sky:* S of 1L} S1't-m C 2y eTtA D C To Co&iFei -1— Coy E.rsr.o 7r C. CA-41A- (Ks' Tt la-er "tak Fo R AtEuGK60(I, -r' OF is ti ETecIL e F e e s Se-c ri d &tS e, i--TTV .* T t0 to, S moms Gt t li claw -O ( Au*. L. o F l -- 6 ttreduAds f'a ttValcau•. - ' — 1�•2�J Sheet Number(s): &u VtaoJe�E+.lTN�t__ . scum-aria") C� �k�Y "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on arm ;. 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431-3665 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M198 -0078 DATE: 9 -7 -99 PROJECT NAME: PARKWAY SUPERCENTER PARCEL "C" Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 3 After Permit Is Issued DEPARTMENTS: Building Division Public Works n Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 9-9-99 Not Applicable Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Structural Review Required n No further Review Required DATE: 1— or '61 7 ca' APPROVALS OR CARRECTIONS: (ten days) Approved Approved with Conditions REVIEWER'S INITIALS: DUE DATE 10-7 -99 Not Approved (attach comments) DATE: 4 - 41-11 CORRECTION DETERMINATION: Approved n Approved with Conditions DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: \PRROUTE.DOC 5/99 kilsigrAVAMISMOUStifea sn-R, `PST, •u•,�'' Ea ro1��r3 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M198 -0078 DATE: 9 -7 -99 PROJECT NAME: PARKWAY SUPERCENTER PARCEL "C" Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 3 After Permit Is Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 9 -9 -99 Not Applicable TUES /THURS ROUTING: Please Route n REVIEWER'S INITIALS: Structural Review Required n No further Review Required T I Hp° DATE: ?� 7>?9 APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions REVIEWER'S INITIALS: DUE DATE 10-7-99 Not Approved (attach comments) DATE: CORRECTION DETERMINATION: Approved Approved with Conditions DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: \PRROUTE.DOC 5/99 ?;F.� .� '}a':: �, h :+s !k � fit. ",i." uY:c:.� i,1j�;.�.' :�.a;.:::;�' ?'�' .�;y��" 7�.+'�L`,'✓:ti7 „M:.� �t"Y,i �.. °firth. f, ',"i ' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M198 -0078 DATE: 9 -7 -99 PROJECT NAME: PARKWAY SUPERCENTER PARCEL "C" Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 3 After Permit Is Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division nPermit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 9 -9 -99 Complete Comments: Incomplete Not Applicable TUES /THURS ROUTING: Please Route n REVIEWER'S INITIALS: Structural Review Required u No further Review Required DATE: d APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: DUE DATE 10-7-99 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: \PRROUTE.DOC 5/99 �Zrp h'i .1144x' :C= ,rtu"; °viiis'sg1411.',4x`, 11;„'t•:u. ; •. °7�iAXfti!WM:a ` ���° tr��" �W,^ xitai,, z+ o' �Y. �.'• t, ��} �rt,.+ m�rR? X": sy�; �r:$ �rS��imyyrp" w, �, C„? 1, �,.{. rzru. se,. rtfw?x�m:, tt"w, st;:,-. �, t, . s�; ':,i„"n- ra >;v;G,p;,ir "t�� :,•� q���;.uativ� �.�!?ti�3f,C`t'ui2r�,st3 °v� PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: MI98 -0078 DATE: 9 -7 -99 PROJECT NAME: PARKWAY SUPERCENTER PARCEL "C" Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # XX Revision # 3 After Permit Is Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 9 -9 -99 Not Applicable TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: %..„;z)-0-t_ APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions REVIEWER'S INITIALS: No further Review Required DATE: a-.I DUE DATE 10 -7 -99 n Not Approved (attach comments) DATE: 12-0).'"c1 ei CORRECTION DETERMINATION: Approved Approved with Conditions DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: 174 C °11 .1~4-..0 \PRROUTE.DOC 5/99 TUKWIL,-t PUBLIC WORKS CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: Parkway Supercenter Parcel C 180 & 57th Ave South File No: MI98- 0078 /Third Revision Date: 12/8/99 Reviewer: Michael Cusick, P.E. The City Of Tukwila Public Works Department has the following comments regarding your application for the above permit. Please contact me at (206) 433 -0179, if you have any questions regarding the following comments. 1. Sign and date stamps on the plan sheets. 2. Provide conveyance calculations that match contract drawings. 3. Revise type 11 -54" control structure detail to match sheet 3 of 14. 4. Provide trash rack on 36" inlet and outlet. 5. Provide gate for access to knife valve. 6. R egrade bioswale to prevent standing water. 7. Fence at west end of bioswale. 8. At proposed sanitary sewer manhole in south 180th provide core boot seal 0.10' above existing 12" flow line. isbs.in4':c'ti rret}t«;dr' ruKlun`O;Y,iiiaasvi :UY CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: Parkway Supercenter Parcel C z 180 & 57" Ave South w u- File No: MI98- 0078 /Third Revision JU U0 co o Date: 12/8/99 W 111 J H Reviewer: Michael Cusick, P.E. The City Of Tukwila Public Works Department has the following comments regarding your application for the above permit. Please contact me at (206) 433 -0179, if you have any questions regarding the following comments. 1. Sign and date stamps on the plan sheets. 2. Provide conveyance calculations that match contract drawings. 3. Revise type 11 -54" control structure detail to match sheet 3 of 14. 4. outlet. ,* , / /4/f 7 5. Provide gate for access to knife valve. 6. R ence a oswale. 8. At proposed sanitary sewer manhole in south 180th provide core boot seal 0.10' above existing 12" flow line. ii °i: %��i'�'.i'+ ;arCq�,. !a.�.cetti ti w0 u. d = I- w _ z� t- z w D • c 0- O I•- wW LLO wz U= O~ z File: 198- 001E3, 35mm Drawing# 1 trld,aw, ;A ;i ;k4z4. • BACKWATER CALCULATIONS ..K AipriTre.t iRN.` a tmenv' - 1. wri vrAvvr4IMkYmiNiraTtykrl'.' W J U 0 0 CO O w W J F: W0 2 J =W Z� i- 0 Z i- W D U 0- WW �U u. WZ U= 0 Z cuud, copu) PLAN REVIEW /ROUTING S'UP ACTIVITY NUMBER: MI98 -0078 DATE: 8 -17 -99 PROJECT NAME: PARKWAY SUPERCENTER - PARCEL C Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision It 2 After Permit Is Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: DUE DATE: 8 -24 -99 Incomplete n Not Applicable TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved No further Review Required DATE: Approved with Conditions REVIEWER'S INITIALS: DUE DATE 9 -21 -99 Not Approved (attach comments) DATE: CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: DUE DATE Not Approved (attach comments) DATE: \PRROUTE,DOC 5/99 City of Tukwila John W Rants, Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: p — (E- e c-1 ❑ Response to Incomplete Letter # 0 Revision # after Permit is Issued Response to Correction Letter # Plan Check/Permit Number: Project Name: /9/r/24-6/61y /94/i' 00441C-Cl: C C.. Project Address: . /D -C-3 4 S' ? , Contact Person: 0o t3 /-ci/h(C,, RA ie 6078 Phone Number: '/2 ��- 77 9.. /`1 Z./ Summary of Revision: 1 , % . . - - ( - ' - a ! ~ SE 7' : (VL k0 l 14 6, 4 LtT io r c fe u uk� .. ((2Qc rt 5 (Ur' '� -4L� i I C'_ -e. --(-:, i-i c:SF{ S,h C-Nvt- -O S o t:' 1:'=wc_ 1.4 i r .vt-C k c A i �4 � �U C tiL. c �, S' L�iC, i 4: �TOY L1tn.r , y ._ � `0. j � . 1 -7Zi 4=Err E r-vt l__ Li 1--Ti{ 4�<c .:$ (4,,- Jt.L,A<-., c) ti c l7 , wECrivED arty OF TufwiLA a 2- AUG 1 8 1999 PERMIT CENTER • Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Pr Entered in Sierra on (it". isero 06/29/99 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • '. AMYMt�t!. fr^ �rV' ttf" Mq: rt1".• w,` tl+ MtRy1iII4" rtRVPtrur+ a' N.. �VOiVinnr+ YwueN .Nr,...r.V.•�r•ar.r.F•v�re -»i br ^.�ey....w of v.n ,r..rrr� : s ri,.n ..r,.,.r , .:. . r.r ,••f.r �,r,r. .r l.. (20^•.6) 31: 3"Y6•�• 7 0 c.e.. Fax 20 6e ) 431- '�73".X^t 6°, 6, 5'^i,.`aT Pexnr4 ex-ad . PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M198 -0078 DATE: 8 -17 -99 PROJECT NAME: PARKWAY SUPERCENTER - PARCEL C Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # — XX Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 8 -24 -99 Not Applicable Comments: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions DUE DATE 9-21-99 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: \PRROUI E.DOC 5/99 fft }�, Fl c n< {s i. C ?.r�Ur;�r:..`e,�"i'M'T.�4. Fl ?- 'i!ar.. 9'w; °"'v('",".?i'i'"} .V', 1�.::.::i .: a.,. r �. ,«�::d.is.' , � � .« ..1�� City of Tukwila John W Rants, Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 8 —17 —9 i Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # / after Permit is Issued Project Name: P+<m.l <w 'y Project Address: /W TI S 9t ft-vE. . So . Contact Person: Qa '3 /< /ite& T(9? c-ro? Phone Number: Zalo GS`o -(O t &' Summary of Revision: L AbVOsce-pe p2/5,4E v S ? (=E 4 4,-6,-,re �� DamE Tv .� �, CUlkPCErE0 'Wend of d GeteVote6 eaT4try PG•iicS 5N£ET`s Li Sheet Number(s): tL 1 2 L 1 Pt- rry r F TUKWILA AUG 1 7 1S PERMIT CENTER "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: (�y' Entered in Sierra on y" 1 -q."1 D2, 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431 -3670 • Fax (206) 431-3665 REVISION O. Sheet Number(s): tL 1 2 L 1 Pt- rry r F TUKWILA AUG 1 7 1S PERMIT CENTER "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: (�y' Entered in Sierra on y" 1 -q."1 D2, 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431 -3670 • Fax (206) 431-3665 !t.k��ilkid PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI98 -0078 DATE: 8 -17 -99 PROJECT NAME: PARKWAY SUPERCENTER - PARCEL C Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Comments: T hc,v•.t,__ (-A S• DUE DATE: 8 -24 -99 Not Applicable TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions REVIEWER'S INITIALS: No further Review Required DATE: U - 2-4-19 DUE DATE 9 -21 -99 Not Approved (attach comments) IN DATE: /1q CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: DUE DATE Not Approved (attach comments) DATE: \PRROUTE.DOC 5/99 MEMORANDUM TO: Nora Gierloff, Associate Planner Ryan Larson, Senior Engineer Greg Villanueva, Utility Inspector FROM: Gary Schulz, Urban Enviromnentalis DATE: August 26, 1999 RE: Parkway Supercenter Project, L97 -0063 and E97 -0022. As a follow up to my Memo last week (8/26/99), Ryan Larson, Ted Freemire, Greg Villanueva, and I met yesterday with Rob King, Project Manager and other representatives working on the site including Mitchell Contractors to discuss hydrology issues related to the mitigation watercourse and bioswale design. In addition, Earth Enterprises, the landscape contractor, was also present to express concerns regarding plant survival. As the discussion progressed, it was apparent that the problems with hydrology and elevations are partially a result of faulty surveying. The site has now been re- surveyed to confirm the critical elevations. Barghausen Engineers will take the new data and provide revised cross - sections of the stream enhancement and biofiltration swale. These revisions will likely change the planting plan in this area. We discussed some solutions to improve the planting conditions and attempt to prevent a stagnant water situation. I also have reviewed the re- submitted Stream Enhancement Plan — Date Stamped 8/17/99 and found some changes that need clarification or correction. My comments are listed below: 1) The entire drainage area has been moved to the north about 5 feet and it appears to extend into the S. 180`h Street right -of -way. Will this affect pedestrian movement? 2) A new pipe has been added to the drawing that discharges into the stream enhancement area and it is not clear why it was added. 3) The new drawing does not include cross - sections of the drainage area (stream and bioswale). This is necessary and will be revised by Barghausen Engineers. 4) The public signage for the water enhancement feature is shown in new proposed parking space. It appears it can be relocated to the north side of the adjacent sidewalk. cc: Steve Lancaster, DCD Director Brenda Holt, Permit Coordinator PLAN INN1/�RANG SLIP ACTIVITY NUMBER M198 -0078 DATE 6 -18 -99 PROJECT NAME:PARKWAY SUPERCENTER(ROADWAY) Original Plan Submittal Response to Incomplete Letter X Response to Correction Letter # 6 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works roX1 Jr411 Fire Prevention Structurai4\ Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete X Comments: Incomplete DUE DATE: 6 -22 -99 Not Applicable TUES /THURS ROUTING: Please Route jJ Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions REVIEWER'S INITIALS: DUE DATE 7 -20 -99 Not Approved (attach comments) DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: \PRROUTE.DOC 5/99 .. ,. .v %,•nrtxv^.,i��: uer� h S. � :.; _t�,�•.�4^: :r•�i�!F` -.'V \. •,rrsf {ui2.., vk. y,. � i.. {�Nrn` DATE: CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 A-1 -calf • PLAN CHECK/PERMIT NUMBER: J`'1 1 9 PROJECT NAME: Pti-eK mei y PROJECT ADDRESS: CONTACT PERSON: 9"N) of . -11/1 C:LLj PHONE: (1428) Z-Sl--10222... REVISION SUMMARY: grV r--)e-r) 12or- DvvrtY 1 n1 Pieo ✓tY ) G�-1 �rfv n/61,1 2-79 o i91-01vs crry RECEIVED TUKW1tA JUN 1 8 1999 KMIT CENTER REOE'q \ /Ffl SHEET NUMBER(S) / / - I2 I tt "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: JOrrirvi) Sf EN<E JUN 1 8 '1999 COMMUNITY DEVELOPMENT JeYtt'M')F6t += '�^4`�REC'!�;TlFT: k::. �` �,t' 1�Y. 2a' 1Y, �`•!" YY^ Iy1 :*w3.woe"CP+.r,...Nn..tf"[.n� �yry' 3/19/96 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER. MI98 -0078 DATE 6 -18 -99 PROJECT NAME :PARKWAY SUPERCENTER(ROADWAY)_ Original Plan Submittal Response to Incomplete Letter X Response 'to Correction Letter # 6 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works • Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 6 -22 -99 Not Applicable TUES/THURS ROUTING: Please Route � Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: c. - 22. -19 APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions REVIEWER'S INITIALS: DUE DATE 7 -20 -99 Not Approved (attach comments) DATE: '7 J —r I 99 CORRECTION DETERMINATION: Approved DUE DATE Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: IA* Rr DATE: \PRROUTE.DOC 5/99 ;'`..•Y.• ti7•`; �tsl=' I. L^ v+! ryV, �p�, rrrsw�VRx',",:,`l, ru.:.,' txrv, r�r. �r::. a,: rr}; r,^:; Kn7i?; �x:. �?•+ �r!,; ���{ �p, 7�?. r7:+., d�" L"• �1;,:, 7irn 'D`s- ,\,'. ""'a�'`u`•1'....,�•.. 1 rz , ; c.P1041.N;est:44.40:41.5i4,,R.4tili:43.0!41i4.4orti,a,WM,IatiNtaN.Yeligyaavk>41'.44•41ViQ3itumliwIrpry,.....,.. z 11- z w LAI 6 00 • W • = -J 1.- U) u_ u j 0 2 u_ 92 a w Z 0 Z 1.1.1 uj O to O — W ul I 0 11 5 . Z 0 I- June 14, 1999 City of Tukwila* John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Rob King 20503 — 88th Avenue W Edmonds, WA 98026 Dear Mr. King: RE: CORRECTION LETTER #6 Development Permit Application Number MI98 -0078 Parkway Supercenter — Parcel C 18004 Southcenter Py This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the sane time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or b'v a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. MI98 -0078 6300 Southcenter Boulevard, Sutte #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431 -3665 '`'4+:it:`�'L'd�fi .uw' Diu. ∎ AbtF +.r;:iAe'tgai'l4i)4.y7a4k41 43 >F: lit i ;::.1 r2: a �J, Pex-rym Co-op. Cop5 PLAN REVIEW /ROUTING"SLIP ACTIVITY NUMBER: M198 -0078 DATE: 5 -28 -99 PROJECT NAME: PARKWAY SOUTHCENTER PARCEL C Original Plan Submittal Response to Incomplete Letter XX Response to Correction Letter # 5 Revision # _ After Permit Is Issued DEPARTMENTS: Building Division u.Iic Works Fire Prevention Structural n Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 6 -1-99 Complete n Comments: Incomplete Not Applicable TUES /THURS ROUTING: Please Route Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions REVI 'S I IALS: 12-ttblibl 4-(a ATE: DUE DATE: 6-29-99 Not Approved (attach comments) CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: DUE DATE: Not Approved (attach comments) DATE: \PRROUTE.DOC 5/99 CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Date: $/A 7 /y, Plan Check/Permit Number: miq 6' Oti ❑ Response to Incomplete Letter OC Response to Correction Letter '-i-c ❑ Revision after Permit Issued Project Name: t3j4f1CIk14.445 Project Address: Contact Person: Pam" Mix 4 *0 cat* Py Phone Number: 92.5_ Zs/ 6212 p• wa iff9/.tiE-Et/ Summary of Revision: /i/e 4 '/6 i G e-,9 , 6 ,4 -7:1" - Pty-/64/ 6944/6 a k7 ''lfr,/iar,° ,O[rTfe, e7/4 ,MXI. frA 527,1 RECE CITY OP TUKWILA IlAY 2 b 1999 PERMIT CENTER Sheet Number(s) 2/ 3, S; . "Cloud" or highlight all areas of revisions and date revisions. �r7 Submitted to City of Tukwila Permit Center 'Entered in Sierra on 5 3/4/99 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M198 -0078 DATE: 5 -28 -99 PROJECT NAME: PARKWAY SOUTHCENTER PARCEL C Original Plan Submittal Response to Incomplete Letter XX Response to Correction Letter # 5 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 6 -1 -99 Complete n Comments: Incomplete n Not Applicable TUES/THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions DUE DATE: 6-29 -99 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: tb.�Q• CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: DUE DATE: Not Approved (attach comments) DATE: \PRROUTE.DOC 5/99 z • w O 0 CO J = I- MLL 0 gQ =a Iw Z= Z w ul ON O I-- w w U. O wz co 0 O ~' z PUBLIC WORKS DEPARTMENT COMMENTS DATE: June 10, 1999 PROJECT NAME: Parkway Supercenter — Parcel C PERMIT NUMBER: MI98 -0078 M198 -0238 PLAN REVIEWER: Jim Morrow at (206) 433 -0179 Before the permit for the Utility Vault, MI98 -0238, can be approved, there are a few minor issues remaining. A meeting has been scheduled between Rob King, R.C. Consulting Services and Joanna Spencer, City of Tukwila to go over the items. The following comments are in response to the revisions submitted by Barghausen Consulting Engineers on May 28, 1999. Accompanying the comments are "redline" plan notations made on sheets 6, 7, and 12. These comments were presented by Brian Shelton, City Engineer and discussed with Rob King, R.C. Consulting Services and Daniel Balmelli, Barghausen Consulting Engineers on June 9, 1999. 57th Avenue South Plan and Profile 1. See Redline Comments on Sheets 6, 7, and 12 of 14, 57th Avenue South Plan and Profile. The road's centerline is still incorrectly shown. It needs to coincide with the monument that is present in the middle of the intersection (57th Avenue South and South 180`h). Additionally the right -of -way (ROW) Boundary lines are incorrectly shown. Because of these inconsistencies, your plan shows work to be done that is outside the ROW. 2. The grades proposed are greater than 0.60 and no explanation is provided. 3. The skip stripe should be continued to Sta 4 +00. 4. Intermediate and advanced traffic loops are required. 5. Street lighting on 57th Avenue South requires a separate service and service cabinet (metered); provide 2 each, 2 -inch conduit runs as spares for future needs; circuit needs to be 240 volt; show power source. 6. The wattage for the street lights should be 200 watts in lieu of the 250 watts as shown. (Change needed on Sheet 12). ft e31 ?, ,' =kc3 ii:�t :t1.t :n:CE1 rl ?fi "r n r; ait yro Gity of Tukwila John W Rants, Mayor April 8, 1999 Department of Public Works Mr. David E. Moore Vice President MBK Northwest 4949 S.W. Meadows Road, Suite 675 Lake Oswego, OR 97035 Re: Parkway Supercenter - Parcel C (MI98 -0078) Dear Mr. Moore: James R Morrow, P.E., Director &2voebft Wr 414- Pursuant to our conversation on 7 April, our meeting on 1 April, and in response to the letter submitted by Barghausen Consulting Engineers, Inc. on March 23, 1999, the following comments and "redline" plan notations are provided. Please note that the marked -up plan has been sent directly to Barghausen with a copy of this letter in an effort to expedite your permit review. The Mowing comments correspond numerically with the items delineated in the Barghausen letter of March 23, 1999. 1. Action taken/proposed is considered acceptable. 2. Action taken/proposed is considered acceptable. 3. The 36 -inch culvert cannot be maintained by the City because it is a privately owned system and the plan must indicate that the maintenance responsibility is the responsibility of the property owner. 4. The off site water main easement must be secured from the property owner in order to ensure that the Highline Water District will have access to the property in order to perform maintenance and repair operations. The easement must be obtained prior to the commencement of water main connection/installation. 5. Information has been requested from the Claim Jumper architect, Mr. Doug Parson, in order to calculate the correct grease interceptor size. • Mr. Moore MBK Northwest 4/8/99 Page 2 Reference to the ADA ramp - action is considered acceptable. 6. Action taken/proposed is considered acceptable. 7. The pavement section shall be as previously indicated - 3.5" ClassB, 5.5" Class E, 8" CSTC, suitable subgrade as determined by the City's inspector. This pavement section is consistent with other pavements in the area. Grading and Storm Drainage Plan 1. Action taken/proposed is considered acceptable. 2. Refer to comments in above Item #3. 3. Action taken/proposed is considered acceptable. Water Main Extension Plan 1. The City has granted the Highline Water District a franchise, Ordnance No. 1613, to operate a water system within the City limits. As part of that agreement, any work done will be in accordance with Tukwila development standards. The previous review comments provided still apply. It is my understanding that you have recently met with the Highline Water District and conveyed the City's requirement. In addition to meeting the City's previously identified requirements, a low -flow PRV will be installed, the former water service will be abandoned back to the main and the separation between sewer and water lines has been increased to 18 inches. Please contact Mr. Ted Freemire at (206) 433 -1861 if you have any questions; e.g., use of megalug restraints and blocking requirements. Sanitary Sewer Service 1. It is recognized that your side sewer run length is only two feet longer than the City's limitation of 150 feet without a manhole being required; however, it is considered that the size of the pipe requires the installation of a manhole. 2. Action taken/proposed is considered acceptable. 3. Action taken/proposed is considered acceptable. 4. Action taken/proposed is considered acceptable. Mr. Moore MBK Northwest 4/8/99 Page 3 57th Avenue South Plan and Profile 1. Action taken/proposed is considered acceptable. 2. The channelization layout proposed for 57th Avenue South is unacceptable because it only provides for a 10 -foot turn lane and lacks lane demarcations on the west side of the street which would indicate lane and shoulder widths. The existing pavement width is 21 feet from the existing driveway (the southerly driveway). The new channelization needs to support a minimum 2 -lane section with one lane in each direction and appropriate tapers for changes in geometrics that include additional lanes. As indicated in our 14 December 1998 memo, a traffic analysis is required. This traffic analysis should include estimated driveway volumes (directional) for all Parcel C driveways and a southbound left turn queuing analysis for the driveway on 57th Avenue South. This analysis will assist you in proposing the appropriate channelization and other traffic control . measures required. This analysis will be needed prior to approval of any proposed channelization plan. Additionally, the SEPA determination established driveway locations and operational parameters. Two of the proposed driveways do not conform to the adopted and approved SEPA determination. The driveways must be relocated as indicated in the SEPA documents. 3. Action taken/proposed is considered acceptable. 4. Action taken/proposed is considered acceptable. 5. Action taken/proposed is considered acceptable. 6. Action taken/proposed is considered acceptable. 7. Action taken/proposed is considered acceptable. Construction Notes and Details 1. Action taken/proposed is considered acceptable. 2. Please refer to the above 57th Avenue South discussions. 3. Action taken/proposed is considered acceptable. 4. Action taken/proposed is considered acceptable. 5. Action taken/proposed is considered acceptable. Mr. Moore MBK Northwest 4/8/99 Page 4 6. Action taken/proposed is considered acceptable. Illumination and Electrical Plan 1. The pole is required to be aluminum. The mounting height is incorrectly stated in the City's design guidelines - please use a 30 foot height in lieu of the specified 35 foot height. 2. Action taken/proposed is considered acceptable. 3. The illumination for the water feature walkway shall be a City -owned and maintained illuminaire. It is to be designed and constructed to City standards, use a City power source, and be placed on an easement provided to the City. Illumination of a public sidewalk cannot be accomplished by privately -owned components. 4. Action taken/proposed is considered acceptable. 5. A new service cabinet is not needed for the traffic signal /illumination. Misc. Two, 2" traffic signal conduits and J -boxes are required on the S. 180th Street frontage that connects to the conduits that are to be installed in 57th Avenue South. Attached are specific guidelines to assist in the accomplishment of the above electrical items. Please revise the plans to reflect the above requirements and those indicated on the plan sets. Please resubmit four complete sets to the Tukwila Permit Center and include the "redline" comment set. Sincerely, r r n di °� ereSt-Cli-1-.1 James F. Morrow, P.E. Public Works Director City of Tukwila Attachments cf: Brian Smith, Project Engineer, Barghausen Consulting Engineers Rob King, R. C. Consulting audztEaw ';sr ;;PM,I _!VM, E4•r7,,r1 ,,,,, 1711V,64.R.PV5, ,Fn'r.17 tAC M0711:.:f+;W?tlt?nyi!trnt,l c.trArill-' CODA.. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: 1ti98 -0078 DATE: 3 -24 -99 PROJECT NAME: PARKWAY SUPERCENTER- PARCEL C UTILITIES Original Plan Submittal Response to Incomplete Letter Revision # After Permit Is Issued Response to Correction Letter # 3 DEPARTMENTS: Buildin'r Division riZ Public orks' (Ow 44 Vri /JO FireFrevention Structural Planning Division <% 3 -2S -T Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 3 -25 -99 Complete ❑ Incomplete Not Applicable Comments: TUES /THURS ROUTING: Please Route n No further Review Required Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) n REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 4 -22 -99 Approved ❑ Approved with Conditions Not Approved (attach comments) eiOrre41 it- 4 ivta.A[eOl REVIEWERS INITIALS: DATE: pu) CORRECTION DETERMINATION: Approved Approved with Conditions n DUE DATE: Not Approved (attach comments) El REVIEWERS INITIALS: DATE: \PR- ROUTE.DOC 6/98 CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Date: 3/25 //7, ❑ Response to Incomplete Letter Response to Correction Letter 4* 3 ❑ Revision after Permit Issued Plan Check/Permit Number: MIL q e'ocris Project Name: Project Address: Contact Person: r d 24,4tun Phone Number: Summary of Revision: l'�f9,A✓r- c' /04-r^76f S.77° /77" 7"/".€0'< /0.'7/7,7.1 t7Z RECEIVED CITY OF TUKWILA MAR 2 4 1999 PERMIT CENTER Sheet Number(s) /41.L. "Cloud" or highlight all areas of revisions and date Submitted to City of Tukwila Permit Center revisions. Entered in Sierra one`s 3/4/99 Mr. Jim Morrow Public Works Director City of Tukwila Public Works Department 6300 Southcenter Boulevard Tukwila, WA 98188 RE: Parkway Supercenter Our Job No. 6315 Dear Jim: CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES March 23, 1999 RECEIVED CITY O TUKWItA MAR 2 4 1999 PERMIT CENTER We are resubmitting the third round of revised civil engineering plans dated March 22, 1999, referencing the March 15, 1999, redlined comments from the City of Tukwila. This resubmittal package responds to Gary Barnett's comments with a description of the modifications made and /or a response to the particular item that Gary has referenced. Gary has indicated that there are items missing that were requested previously with a pink highlighter on the plan set dated October 20, 1998. Every item highlighted in pink had been addressed in the January 19, 1999, letter from Barghausen Consulting Engineers, Inc. 1. A 5- foot -wide easement for street lighting and utilities along both street frontages was shown. Please refer to Note No. 4 under the Horizontal Control Plan section of the January 19, 1999, letter. Also, please refer to the Horizontal Control Plan sheet under the resubmitted plans dated January 19, 1999, which clearly shows the new 5- foot -wide utility easement along 57th Avenue South and South 180th Street. 2. The comment that John Howat, City of Tukwila, must be contacted prior to construction within the new water feature area was indicated by note on the plans. Again, please refer to our January 19, 1999, letter under Grading and Storm Drainage Plan, Note No. 5, which responds to this comment. Also, please refer to the Grading and Storm Drainage Plan sheet within the plan set dated January 19, 1999, to the note that begins with "existing 12 -inch storm drain to remain. " You can identify this note by Gary request to change the word "overflow" to "low flow." This note specifically states that the contractor shall contact John Howat, at the City of Tukwila, prior to any construction within this area. 3. The comment regarding private maintenance of the 36 -inch culvert system that runs through the subject property was responded to within the January 19, 1999, correspondence under Grading and Storm Drainage Plan, Note No. 9. This system will not be privately maintained, as it serves upstream conveyance passing through the property. The owner of the property should not be 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 FAX Mr. Jim Morrow, Director City of Tukwila Public Works Department -2- March 23, 1999 z responsible for maintaining this system, as it does not serve or benefit their property by any = • means. - w 6 m 4. The next area that the City has highlighted, shown on the Water Main Extension Plan, asks if v O there is an easement for the off -site work. Please refer to Note No. 1 within the Water Main co o Extension Plan section of our January 19, 1999, letter. We have noted on the plans that a w w construction easement will be required to perform the connection on the Segale property, and _ have also noted that a permanent easement will be required for access by the Highline Water p District for maintenance purposes. This easement is clearly shown on the revised Water Main 2 Extension Plan dated January 19, 1999. g 5 u_ Q 5. The next highlighted items, shown on Sheet 5 of the Sanitary Sewer Plan, refer to the sizing of = d the grease interceptor and the removal of the existing handicap ramp located near the northeast I- _ corner of the property. Please refer to Note No. 2 under the Sanitary Sewer Plan section, and Z Note No. 1 under the South 180th Street section of the January 19, 1999, letter. Again, the sizing w O of the grease interceptor was calculated based on information provided by the architect indicating 2 the number of meals per peak hour equaling 60. We provided the City of Tukwila with a letter m • 0 from the architect indicating their sizing justification. If further information is still required by 0 • H the City of Tukwila, please feel free to contact the architect for additional documentation. In w w reference to removal of the handicap ramp, we stated clearly in Item No. 1 of the South 180th s Street section, that the existing ADA ramp and sidewalk located along the north side of the new~.. l water feature must be removed. This note has been indicated on Sheet 7 of the South 180th Street w z Plan. 0 O ~ 6. The highlighted comment regarding a new crosswalk being required as needed, shown on Sheet 6, z is assumed to mean that a crosswalk is being required by the City of Tukwila, since it was shown with red ink. We included this new crosswalk with the resubmittal set dated January 19, 1999, and referenced this revision in our January 19, 1999, letter, under the 57th Avenue South section, Note No. 1. If we have not addressed this comment correctly, please direct Gary to provide us with further direction as to what he is requesting. 7. Gary had requested that the client provide a geotechnical analysis for the pavement section of 57th Avenue South. He indicated that the geotechnical engineer's recommendation would establish the structural section that would be required based on the type, duration, and anticipated future traffic use within this corridor. A recommendation by the geotechnical engineer was provided to the City of Tukwila recommending the pavement section that was shown on Sheet 7 of the plans, dated October 22, 1998. Gary has commented that the proposed pavement section is still not appropriate for city design for 57th Avenue South. We do not understand the request to provide geotechnical engineering support if the section recommended is still not what the City requires. Item No. 2 of the review letter by Gary Barnett requests that we modify our plans based on the redline notations of the revised documents. The following is a description of the changes that we have made to the plans based on these redlined comments: RECEIVED CITY OF TUKWILA MAR 2 4 1999 PERMIT CENTER Mr. Jim Morrow, Director City of Tukwila Public Works Department -3- March 23, 1999 z Grading and Storm Drainage Plan: z ~w 1. We have changed the wording of the note shown on Sheet 3 to state; "existing 12 -inch storm drain ce 2 to remain. System provides low flow release to the Green River." 6 D U) CI 2. As previously mentioned, easement lines for the 36 -inch culvert system conveying through the w w property will remain since the system should be deemed "public," as it serves no benefit to the —r t- � w owner. w O 1 3. We have indicated that a 15- foot -wide storm drain easement will be granted to the City of Tukwila 5 for the portion of storm pipe that crosses the subject property in the southwest corner. co I Cr Water Main Extension Plan: f' w z= 1. The City of Tukwila staff has commented on the Water Main Extension Plan and the Highline O Water District notes and detail sheets for reasons that are unclear to Barghausen Consulting w Engineers, Inc. The Highline Water District is the purveyor for water service within this area. 0 D CI We have communicated thoroughly with Highline Water District to provide a detailed design that O❑ H meets their standards. We will not modify either of these plans, since the City of Tukwila does not hold jurisdiction for this design. We have, though, provided an 18 -inch minimum separation = v between the sanitary sewer and the water main system located near the east end of the water main LL I extension as requested. At this time, the Highline Water District has verbally approved the design z of our system. w 0 O Z Sanitary Sewer Service: 1. The City has requested that a manhole be provided on the sanitary side sewer service to the new restaurant. City of Tukwila standards allow a side service run of 150 feet without the use of a manhole. We have proposed a length of 152 lineal feet. We are requesting a variance from this requirement, since the limit has been exceeded by only 2 feet. 2. The invert elevation of the 8 -inch sanitary sewer service has been indicated within the existing sanitary sewer manhole No. 36 as requested. 3. We have modified the connection callout for core drilling through the existing manhole to indicate sealing with a cor boot. 4. As mentioned previously, we have modified the profile design of the water main system to provide a minimum 18 -inch vertical clearance between the sanitary sewer and water main system. r' u' �i' 1.` �" �°; �,'.��.W�7!4?��.��"F�tv���.+aA, .. x�+ Nr�-• ie:. e• �w. n. V. ��.... vnai� ,.,.�w,......,�,...u,..,.,. RECEIVED CITY OF TUKWILA MAR 2 1999 PERMIT CENTER Mr. Jim Morrow, Director City of Tukwila Public Works Department -4- March 23, 1999 57th Avenue South Plan and Profile: 1. We have proposed a 5- foot -wide landing pad around the existing handicap ramp located at the intersection of South 180th Street and 57th Avenue South. This landing meets the current ADA requirements. 2. We have modified the channelization at the west entrance to allow a left -turn pocket for traffic entering the site and allowing traffic to exit the site southward along 57th Avenue South without crossing a channelized island. 3. We have modified the sawcut line callout to indicate that this will be determined by the City Inspector in the field. 4. Loops for the northbound turn lane to eastbound South 180th Street will not be required, as this is a "free turn lane." 5. We have reviewed the Traffic Signal As -built Plan for information regarding loop detection lead -in locations, phase operations, conduit, and J -boxes for additional information in conjunction with our field inspection. We will not be damaging or encroaching on existing traffic signal equipment with sawcutting or any other type of construction, as indicated on our plan. 6. We have shown the new water main crossing location in the profile view. 7. Our internal traffic engineer has reviewed all the channelization, signalization, and power sourcing for all elements of the street design. Our plans have been adjusted based on his recommendations and with coordination by the City of Tukwila. Our plans clearly indicate the improvements required to create a normal functioning intersection that should satisfy the City's concerns. Construction Notes and Details: 1. We have provided two 8 -inch shear gates within the Type II -54 -inch split -flow control structure as requested. 2. Please refer to the previous discussion regarding 57th Avenue South Half - Street Improvement Section requirements. 3. We have replaced the Type III barricade with a Type III OM -3R &L object marker, since City staff felt the barricade design was overkill. We have had conversations with Robin Tishmak, City Engineer, as to what the best application would be for the purpose intended. 4. Cross section "A -A" through the water quality feature has been noted to show the slope from the new concrete sidewalk down to the bottom of the pond as being "Variable with a 2:1 maximum slope allowable." RECEIVED CITY OF TUKWIIA MAR 2 1999 PERMIT CENTER Mr. Jim Morrow, Director City of Tukwila Public Works Department -5- March 23, 1999 5. The wood and chain -link fence detail has been modified to reflect 2 -inch by 2 -inch side rails and a note indicating that all wood is to be pressure treated. 6. Our client has confirmed with the City of Tukwila Building Department that a separate permit for the concrete headwall will not be required. Illumination and Electrical Plan: 1. The light pole detail has been modified to show a 12 -foot minimum mast arm length as requested. The pole height has been modified to 35 feet. The street light pole detail shown on our plans reflects the exact City of Tukwila standard for street light design. It appears as though the City of Tukwila Maintenance and Operation Division is requesting a pole type with one comment indicating aluminum. The City of Tukwila standard design specifications do not specify what type of pole material the City prefers and, therefore, it is assumed that input would be given by the owner unless the City of Tukwila requests a specific type for this area. 2. The parking lot circuit schedule has been modified to indicate three No. 8 wire, and pole rope in future conduit, as requested. 3. The City of Tukwila has required that the proposed pedestrian walkway through the site, south of the new water feature area, be illuminated in sequence with the off -site street lighting system. We have provided a lighting design that meets this requirement by means of a proposed lot light within the center island north of the proposed retail building. In order for the lighting sequence to coordinate with the street light design, the system must be integrated within the existing circuitry for the South 180th Street lighting system. City staff has commented in the past that this is not acceptable. However, the latest redlines indicate that power can be obtained from the public source. The owner of the property has indicated that lighting for the public area and lighting for the private area will be provided on the same pole as originally designed. Therefore, we have not modified our design at their request. 4. We have modified the number of 2 -inch PVC conduit runs to three (3) with pole ropes being included in two of the spare conduit runs. 5. Our client has also indicated that a new service cabinet assembly for the existing traffic signal system will not be installed, as this was not an original requirement. Gary's letter indicated that "drafting of permit conditions that outline specific requirements for future action by the applicant be provided, and that these permit conditions should be entered into the Sierra system for inclusion with the issued permit documents." No one from the owner's side or the design team understands what this requirement is in regard to. We may need further clarification as to what is being requested. The fourth comment is regarding fire truck loading on all vault structures on site. It is our understanding that the requirements for fire truck loading are new to the City of Tukwila, and that these requirements may have RECEIVED CITY OF TUKWILA BAR ) 1999 PERMIT CENTER Mr. Jim Morrow, Director City of Tukwila Public Works Department -6- March 23, 1999 been made after construction of the vault was completed. We have met with the City of Tukwila Fire Department to discuss their load requirements and fire fighting strategies in an effort to coordinate the vault construction elements with the Fire Department's needs. A solution that is agreeable to the owner is not apparent at this time. Our client has indicated that since these requirements for load capacity are new, the project should be exempt from meeting this standard, as the plans have been in the review process for nearly a year. Therefore, we have not made any modifications to the vault design to meet this criteria. We have attempted numerous times to address every comment that the City of Tukwila has requested in a very specific manner, only to have the City respond with new comments and readdressing previous comments that were already taken care of. We have experienced unreasonable delays in the approval process of this project, and hope that your involvement will help finalize all the issues once and for all. It would be greatly appreciated if communications between the City of Tukwila and me are reinitiated so that requests made to the owner, architect, or contractor are not misinterpreted or relayed incorrectly to the engineer who is directly responsible for correctness of these plans. Please feel free to contact me anytime that is convenient for you to discuss any issues or allow me to answer any questions you may have. Best of luck with your new position. Respectfully, Brian Smith Project Engineer BS /sm /jss 6315C.020 enc: As Noted cc: Rob King, R.C. Consulting Services Daniel K. Balmelli, Barghausen Consulting Engineers, Inc. Robert B. Stone, Barghausen Consulting Engineers, Inc. CITYOFE' RECEIVED MAR 2 999q PERMIT CENTER 5_oo7& 6. The applicant shall pay the calculated sewer mitigation fee according to the City's Concurrency Ordinance prior to issuing the building permit for this project. A copy of these calculations are attached. 7. There is no water mitigation fee due for this project, as the project is served by the Highline Water District. 8. The following items need design and City approval prior to construction of these specific elements. The building permit may be issued without plans approved for the following items: a. Sanitary side sewer crossing shall have all potential conflicting utilities pot - holed, clearance checked, and the design modified as necessary prior to starting full scale construction of the side sewer connection. Results of the pot - holing shall be submitted to the City for their review and approval prior to construction commencing. Pot - holing shall be done using the vacuum suction method to minimize both time and roadway disturbance required for verification of utility elevations. A traffic control plan shall be submitted for City review and approval prior to both the pot- holing operation and the side sewer construction. This traffic control plan shall include details of lane closures, advance warning signs, and provide for reducing the approach lanes down to one prior to the intersection of Southcenter Parkway /South 180th Street /57th Avenue South. b. The storm water quality vault shall be designed in accordance with the current King County Surface Water and Design Manual details. Complete shop drawings shall be submitted to Public Works for review and approval prior to construction of the water quality vault. A separate building permit from the Building Department is required for this vault. 9. The applicant shall dedicate the necessary right -of -way and utility and street lighting easements using the City's turnover document process (information available from the Public Works front counter) prior to certificate of occupancy. Public infrastructure constructed for this project shall be turned over using the turn over document process. 10. TESC Plan is required. Please return the City's red -lined plans and notes with revised drawings to the permit center Please provide Public Works with three copies of the revised plans to expedite the review of the revised submittal. cc: Greg Villanueva crryROF TuirwGLA MAR 2 4 1999 133Mfr CENTER MNer tXh Area® Area Area() Area Area© Sou J 7. Lob Peve 0 2 en., /2 "! ✓4-e.° — — Computation — pCW 35,44,040 (1) 0 0 0 I6,975,295c Ft, x 0,01000 - 254,63 I7,7I ,345x, Ft, x 0,008333 - I47,93 I7,868.615g., Ft, x 0,006666 - 119,12 17,973,025a, fit, x 0,003333 - 59,91 1 4,480,775x, ft,x 0,0016666 - 257.47 859,06 859,06x *6,40 - 859,06 x 012,00 *5,569,98 010,068,71 /66 Aca-S NC 14.16.0741P61.E 5490/5 f12.00 PM A5%51(312 UMW OF FPONfrIZ FOS; SEVIU, PN7 MAO FOK WA1EK. IN 11E NOftt7 YEAR OF CON5ii:UCTION C19792, L i''ts 2) NO 5.t;VEY I'EOVIDEI7. PIM6N51ON5 AFI; 6A%C) ON 11'I M051 CUMN1 MN6 COINiY A55E5GR' 5 MAP5. CITY RECEIVED TUKWILA MAR %' .1999 PERM? CENTER Water Special Njj/9- Sewer Special �) ` COMpUfAllON CNgCK Zone Area x Zone Factor x lee / A55elble Unit * 5pedal Charge C C A x 4) + ([3 x 2) + (C x 20) + Cnx 10) + x 5) 7 x 06.40 / 3000 $5,369,98 EC A x 45) -+- C 6 x 25) + C C x 20) + ( nx 10) + ( x 5) ] x 012,00 / 3000 = 010,068,71 t%-' 0 Ncii ILA • 1908 x City of Tukwila Sewer Special Connection Charge rMC 14,16,074; FCW 3,44,040 Sheet 1 of 1 s ::b r�dzT hd?31ffikSs -4�! tTSrit ilk aH;i,Sr�±�#r sr�fiilt As'; SEATTLE WATER DEPARTMENT Special Tap Charges and Service Line Credits Special Service Special ' Service Year Tap Charge Line Credit Year Tap Charge Line Credit 1924 $ 2.06 (av 11.7 %) $ .25 /ft 1957 $ 4.40 $ .53 25 1.94 .23 58 3.71 .45 26 1.93 .23 59 4.30 (av 11.7 %) .52 27 1.74 .21 60 5.02 .60 28 1.58 .19 61 4.37 .52 29 1.69 .20 62 5.40 .65 30 1.48 .18 31 1.50 .18 32 1.50 .18 33 ----- - - -1.7 5 .21 34 1.40 .17 35 1.98 .24 36 1.86 .22 37 2.03 .24 38. 1.36 .16 63 4.84 .58 64 4.63 .56 65 5.52 .66 66 ;' . 7 707 67 6.62 .79 68 6.39 .77 69 6.50 1.00 70 6.76 1.00 71 6.52 1.00 39 1.90 .23 40 1.58 .19 41 :1.58 .19 42 1.73 ,21 43 2.55 .31 44 2.17 .26 45 2.07... .25 46 2.27 .27 47 '2.15 . .26 48 2.46 .30 49 3.08 .37 50 3.63 .44 51 3.51 .42 52 ' 3.66 .44 53 3.71 .45 72 7.50 73 7.50 74 11.65 75 14.47 76 15.03 77 18.58 78 18.58 79 25.00 80 29.31 81 - .34.24 82 34.80 83 : ' 38.86 43.35 85 48.4.8 86 1.00 1.50 1.50 1.50 2.00 3.00 3.52 4.00 4.07 4.55 54 4.09 55 3.82 56 4.21 .49 .46 .51 87 88 89 5.07 .,. dam' RECEIVED MAR 2 L 1999 PERMIT CENTER f1TLE 14 - WATER AND SEWERS the City's entire sewer system, shall pay, prior to con- nection to a City sewer, a regular connection charge in accordance with the following schedule: (1) The fee for each single dwelling house shall be 510.00. (2) The fee for multiple dwelling structures such as duplex houses, bungalow courts, apartment buildings, trailer and auto courts or motels or similar structures, shall be 5150..00 for the first dwelling unit and S5.00 for each additional dwelling unit. (3) The fee for any hotel, office building, store, church. school, college, university, commercial, hospi- tal or industrial structure shall be computed by the City engineer at the rate of 1/2 cent per square foot of floor space of said building or structure, for the first 100,000 square feet, and 1/4 cent per square foot for any remaining area in excess of 100,000 square feet, to a maximum fee limit of 51,500. The minimum fee for connecting any such building or structure to a public sewer shall be S150.00. (Ord. 935, 1975; Ord. 667 §1, 1971) 14.16.072 Special connection charge. In addition to the regular connection charge imposed under Section 14.16.070, a special connection charge shall be paid by the owners of properties which have not been assessed or charged or borne an equitable share of the cost of the City sewerage system. Such charge shall be paid prior to connection to the City, sewer and shall be in an amount to be computed under Section 14.15.074. (Ord. 1402 §3, 1986; Ord 667 §2, 1971) 14.16.074 Special connection charge - Computation. The special connection charge imposed by Section 14.16.072 shall be paid to the water and sewer fund and shall be computed as follows: (1) For lateral sewers - The number of units of property furnished to be served by the sewer determined in the manner prescribed in RCW 35.44.030 and 35.44.040 for determining "assessable units of frontage" shall be multiplied by the average five-year local improvement assessment per unit of frontage for lateral sewers in the City of Seattle for the five-year period in which the property is to be connected was constructed and accepted as completed, as follows: Year ) 1955 -59 1960 -64 1 1965 -69 1970 v Sewer I Rate 55.26 58.11 1 510.97 512.00 - - The lateral sewer charge shall be waived by the City, providing the owner, developer or applicant constructs at his own expense a sanitary sewer to serve his property, and providing that the sewer is in compliance with the comprehensive sewage plan and specifications and requirements of the City. The City shall also waive the area or trunk sewer charge if the owner, developer or applicant constructs at his sole expense a sanitary sewer so as to serve other properties, and is over -sized to accept sewage generated from other properties, which properties are not contributing to the construction cost of the over - sizing. The construction shall be in accordance with the comprehensive sewage plan and specifications and requirements of the City. (2) For trunk sewers - The number of square feet of property area to be served by the sewer shall be multiplied by the average local improvement assessment per square foot for trunk sewers in the City of Seattle for the five-year period in which the trunk sewer to which the lateral sewer serving the property is to be connected was constructed and accepted, as follows: Year 1 1955 -59 1960 -641 1965 -69 1 1970 Sewer Rate 1 per Sq. Ft I .0160 .0195 .0200 j .0200 Such special connection charge for property abutting on a street, in which a sewer can be constructed or extended to serve such property, shall be computed as if the sewer were so constructed or extended; and the special connection charge for property located back from the margin of the street in which the sewer exists and outside of the assessment district created therefor shall be made giving consideration to the distance of the property from the street margin. In no case shall credit be allowed for the cost of extra length of side sewer required for connection to the City's sewerage system. Provided, that in cases where application of the foregoing formula to a particular property results in a charge which because of unusual conditions is in excess of charges to similar properties, the City supervisor with express approval of the City Council is authorized to reduce the special connection charge toR ie amDount charged to properties similarly situate fry of .ru� i �R 2 (Urda 9667 §3, 1971) 14.16.076 Special connection charge — Inclusion of property in local improvemgrittitttlagegredit. If the property for which a special connection charge has been paid is subsequently included in a local improvement district for the construction of sewers of a similar nature, the amount so paid shall be credited to the assessment against such property, and such amount shall be paid from the water and sewer fund to such local improvement district fund. (Ord. 667 §4, 1971) 14.16.078 Side sewer stub installation. If the side sewer stub has not been installed to the property line where the property owner elects to connect, it shall be his responsibility to acquire the necessary permits and bear the cost of all necessary Printed January 18, 1994 Page 14-17 T+g+nscU:i�J�i �' L). 0 a cv- n 1 7, i (-- _ , :, _zz ..9 V /S -60- Z/u •,$( /- -O -1 •$ • IL vzo N • C - 1- C. ii 1•"•••..... 4, A 0 Sc• • a• >....J• .0 L G •L 9 y,\ •CO 1Z•`li� .../:---- A • VA. 'j s .G� . . i1- A,�•-•• §/ c Sy et _E : h 5.11— 2 ✓g3rii`lj6 1` • 19 k�� `6 y ,I ? ' ya. 6.49 L 3 W N v 0,9 •9US- ,a • p w S0 •10/ J O�` O o' N 0 jo,hr .., .. ,,•rte: >.:i ei6t- ia: U. �e; ?'. al r .iiws:.o';:tiaik4"t_;r'iS:z,.as CITY OFEITUEKWILA MAR 2 4 1999 PERMIT CENTER ftina%n,:� ��siiiut','•:V`uSat i��.sir':w;tu�, 0 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI98 -0078 DATE: 3 -24 -99 PROJECT NAME: PARKWAY SUPERCENTER— PARCEL C UTILITIES Original Plan Submittal xx Response to Correction Letter # 3 Response to Incomplete Letter Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 1 -25 -99 Complete V" Incomplete Ei Not Applicable n Comments: TUES /THURS ROUTING: Please Route El No further Review Required ✓' ' Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions REVIEWERS INITIALS: CORRECTION DETERMINATION: Approved Approved with Conditions DUE DATE: 4 -22 -99 Not Approved (attach comments) n DATE:'�J DUE DATE: Not Approved (attach comments) n REVIEWERS INITIALS: DATE: \PR- ROUTE.DOC 6198 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI98 -0078 DATE: 3 -24 -99 PROJECT NAME: PARKWAY SUPERCENTER— PARCEL C UTILITIES Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # 3 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works n Fl Fire Prevention Structural Planning Division Permit Coordinator It n DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete RKI Incomplete n DUE DATE: 3 -25 -99 Not Applicable n Comments: TUES/THURS ROUTING: Please Route ❑ No further Review Required Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: APPROVALS OR CORRECTIONS: (ten days) DATE: S/ Gl g Approved n Approved with Conditions DUE DATE: 4 -22 -99 Not Approved (attach comments) REVIEWERS INITIALS: DATE: O CORRECTION DETERMINATION: DUE DATE. Approved n Approved with Conditions U Not Approved (attach comments) Li REVIEWERS INITIALS: DATE: \PR- ROUTE.DOC 6/98 ..r- •..,:.g.. ,.h,;Nn..gi :,er ..!an;+, ,,'i:;. ... �. .. ., +. <:. :;t, �. o..trt`•^•'7`t^', �:e'+.a.;�.n:.Avra,p,�;. ` z �z JU O 0 tn� J = � LL w0 u.Q rn� =a I- w Z I-- I- 0 Z I— W • W O • N O H ww _ tL O .. z w U= O~ z PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: W98 -0078 DATE 3 -24 -99 PROJECT NAME: PARKWAY SUPERCENTER— PARCEL C UTILITIES Original Plan Submittal Response to Incomplete Letter ...IX__ Response to Correction Letter # 3 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works n Fire Prevention Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete ❑ Incomplete ❑ Comments: DUE DATE: Not Applicable ❑ TUES /THURS ROUTING: Please Route No further Review Required Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: frCti DATE: /1c? q APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions ❑ DUE DATE: 4°"2-2 Not Approved (attach comments) REVIEWERS INITIALS: . II DATE: ' 9112/ CORRECTION DETERMINATION: Approved n Approved with Conditions C DUE DATE: Not Approved (attach comments) n REVIEWERS INITIALS: DATE: APR- ROUTE.DOC 6198 ileV#4;4 '" "lw ''vt 44:4' .y: } " i:aDY,'"tIm �, ,agrr f'+"V.ry.Q, ,wp'rd ±Nt:N;tM:.!4lAg r K7• �13!• x22.1:: City of Tukwila April 8, 1999 Department of Public Works Mr. David E. Moore Vice President MBK Northwest 4949 S.W. Meadows Road, Suite 675 Lake Oswego, OR 97035 Re: Parkway Supercenter - Parcel C (MI98 -0078) Dear Mr. Moore: John W. Rants, Mayor James E Morrow, P.E., Director &ovreici Ur* Pursuant to our conversation on 7 April, our meeting on 1 April, and in response to the letter submitted by Barghausen Consulting Engineers, Inc. on March 23, 1999, the following comments and "redline" plan notations are provided. Please note that the marked -up plan has been sent directly to Barghausen with a copy of this letter in an effort to expedite your permit review. The following comments correspond numerically with the items delineated in the Barghausen letter of March 23, 1999. 1. Action taken/proposed is considered acceptable. 2. Action taken/proposed is considered acceptable. 3. The 36 -inch culvert cannot be maintained by the City because it is a privately owned system and the plan must indicate that the maintenance responsibility is the responsibility of the property owner. 4. The off site water main easement must be secured from the property owner in order to ensure that the Highline Water District will have access to the property in order to perform maintenance and repair operations. The easement must be obtained prior to the commencement of water main connection/installation. 5. Information has been requested from the Claim Jumper architect, Mr. Doug Parson, in order to calculate the correct grease interceptor size. ' r:'r =1;•:� Pia i:'itilFticS'iZtt;'kea�1�1" .7ilt� Mr. Moore MBK Northwest 4/8/99 Page 2 Reference to the ADA ramp - action is considered acceptable. 6. Action taken/proposed is considered acceptable. 7. The pavement section shall be as previously indicated - 3.5" ClassB, 5.5" Class E, 8" CSTC, suitable subgrade as determined by the City's inspector. This pavement section is consistent with other pavements in the area. Grading and Storm Drainage Plan 1. Action taken/proposed is considered acceptable. 2. Refer to comments in above Item #3. 3. Action taken/proposed is considered acceptable. Water Main Extension Plan 1. The City has granted the Highline Water District a franchise, Ordnance No. 1613, to operate a water system within the City limits. As part of that agreement, any work done will be in accordance with Tukwila development standards. The previous review comments provided still apply. It is my understanding that you have recently met with the Highline Water District and conveyed the City's requirement. In addition to meeting the City's previously identified requirements, a low -flow PRV will be installed, the former water service will be abandoned back to the main and the separation between sewer and water lines has been increased to 18 inches. Please contact Mr. Ted Freemire at (206) 433 -1861 if you have any questions; e.g., use of megalug restraints and blocking requirements. Sanitary Sewer Service 1. It is recognized that your side sewer run length is only two feet longer than the City's limitation of 150 feet without a manhole being required; however, it is considered that the size of the pipe requires the installation of a manhole. 2. Action taken/proposed is considered acceptable. 3. Action taken/proposed is considered acceptable. 4. Action taken/proposed is considered acceptable. • Mr. Moore MBK Northwest 4/8/99 Page 3 57th Avenue South Plan and Profile 1. Action taken/proposed is considered acceptable. z 2. The channelization layout proposed for 57th Avenue South is unacceptable 1 z because it only provides for a 10 -foot turn lane and lacks lane demarcations on the (X 2 west side of the street which would indicate lane and shoulder widths. The 6 c=i existing pavement width is 21 feet from the existing driveway (the southerly , N o0 driveway). The new channelization needs to support a minimum 2 -lane section w = with one lane in each direction and appropriate tapers for changes in geometrics u) u_ u_ that include additional lanes. As indicated in our 14 December 1998 memo, a w 0 traffic analysis is required. This traffic analysis should include estimated g driveway volumes (directional) for all Parcel C driveways and a southbound left � j turn queuing analysis for the driveway on 57th Avenue South. This analysis will D CJ assist you in proposing the appropriate channelization and other traffic control I- _ measures required. This analysis will be needed prior to approval of any proposed ? r F- 0 channelization plan. w F- 2_ Additionally, the SEPA determination established driveway locations and o N operational parameters. Two of the proposed driveways do not conform to the rot- 11.1 . adopted and approved SEPA determination. The driveways must be relocated as v indicated in the SEPA documents. P uiz U= O~ 3. Action taken/proposed is considered acceptable. 4. Action taken/proposed is considered acceptable. 5. Action taken/proposed is considered acceptable. 6. Action taken/proposed is considered acceptable. 7. Action taken/proposed is considered acceptable. Construction Notes and Details 1. Action taken/proposed is considered acceptable. 2. Please refer to the above 57th Avenue South discussions. 3. Action taken/proposed is considered acceptable. 4. Action taken/proposed is considered acceptable. 5. Action taken/proposed is considered acceptable. Ittryq.Y «:M�iw''!tu J.�S� z Mr. Moore MBK Northwest 4/8/99 Page 4 6. Action taken/proposed is considered acceptable. Illumination and Electrical Plan z z 1. The pole is required to be aluminum. The mounting height is incorrectly stated in re w2 the City's design guidelines - please use a 30 foot height in lieu of the specified v 6 o 35 foot height. co W J �. 2. Action taken/proposed is considered acceptable. co w w0 3. The illumination for the water feature walkway shall be a City -owned and ri maintained illuminaire. It is to be designed and constructed to City standards, use u. a City power source, and be placed on an easement provided to the City. = a Illumination of a public sidewalk cannot be accomplished by privately -owned 1— w zI- components. — p zr 4. Action taken/proposed is considered acceptable. 2 o U 822 5. A new service cabinet is not needed for the traffic signal /illumination. 01— W Lu U Misc. Two, 2" traffic signal conduits and J -boxes are required on the S. 180th Street u_ frontage that connects to the conduits that are to be installed in 57th Avenue South. . Cu z. U= Attached are specific guidelines to assist in the accomplishment of the above p 1- z electrical items. Please revise the plans to reflect the above requirements and those indicated on the plan sets. Please resubmit four complete sets to the Tukwila Permit Center and include the "redline" comment set. Sincerely, darrnA..t,..a-Tms-rst_c t� James F. Morrow, P.E. Public Works Director City of Tukwila Attachments cf: Brian Smith, Project Engineer, Barghausen Consulting Engineers Rob King, R. C. Consulting t 04..ns4Yh'+...rurr.:a.4 rev no y zsG<r'"VG EN G%. Gary Barnett City of Tukwila Public Works Department 6300 Southcenter Boulevard Tukwila, WA 98188 RE: Parkway Super Center Our Job No. 6315 Dear Gary: FILE COPY CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES January 19, 1999 We are resubmitting the revised civil engineering plans dated January 18, 1999, referencing the December 15, 1998, redline comments from the City of Tukwila. In addition to the revised plans, we are submitting additional information referencing the design elements for pavement construction, street lighting, utility elevations, etc. The following is a brief description of the changes made to the plans for your reference: Horizontal Control Plan 1. As requested, we have modified the new right -of -way locations based on a dimension of one foot behind the existing and proposed sidewalks on both frontages. 2. We have modified the width of the westerly entrance from South 180th Street to 30 feet, which accommodates a WB-40 vehicle turning radius from the right -hand lane of South 180th Street, eastbound. 3. We have maintained the 35 -foot entrance width located off 57th Avenue South according to our client's request. Standard widths for the City of Tukwila's commercial entry includes a maximum of a 35- foot -wide entry. 4. As requested, we have provided a 5- foot -wide utility easement along 57th Avenue South, behind the new right -of -way location. Grading and Storm Drainage Plan 1. We have relocated catch basin No. 12 farther south to avoid potential conflict with the existing gas mains located along the northern property line of the subject parcel. 2. We have provided curb ramps along the south side of the proposed restaurant near the maintenance gate access point as requested. 3. We have provided a steel guard rail, referencing the Washington State Department of Transportation standard plans, for the eastern two - thirds of the water feature located along the 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 FAX t +:a4 FYeK tP�i4 i }J�r aid, �i �`ia ; :�h'fi'rwti�k2S 41.1WiieQ1,,, lki.ra, a it RECEIVED CITY OF TUKWILA MAR 2 1999 PERMIT CENTER Gary Barnett City of Tukwila Public Works Department -2- January 19, 1999 northern property line. The westerly one -third of the water feature is located approximately 10 feet south of the curb and gutter on South 180th Street, which should provide an adequate shoulder area for any errant vehicles without the need for guard rail. 4. As requested, we have provided a cross section through the water feature and water quality swale that shows the relationship of all utilities. Enclosed is a letter from Sierra Construction Company that indicates the potholed elevations based on their exploration. Potholing results indicate that the shallowest gas line is approximately. 7 feet deep at the pothole location east of the east entrance, indicating that there could be potential conflicts with the construction of the water feature area. This cannot be fully determined until additional exposure is accomplished. It is assumed that the gas mains dive deeper to avoid the flood gate structure, therefore, not conflicting with any excavation operations. There is some flexibility in the site plan layout to provide minor adjustments in the water feature, if necessary. 5. We have provided a note on the plans to contact John Howat at the City of Tukwila prior to construction within the area of the water feature, so he may provide further direction or information regarding any existing storm drainage facilities in this area. The potholing exercise did not reveal any existing storm drainage piping located within the area excavated. This does not mean that the systems do not exist, but may require further exploration to determine if any conflicts exist. If a conflict does occur, there are a couple of alternatives that may be implemented. 6. We have provided the wood and chain link fence detail provided by the City of Tukwila for use around the water quality feature. 7. We have rechecked all the pipe sizing and slopes of the storm drainage system and have made minor adjustments to avoid any potential backwater within the system. 8. Additional topographic information has been obtained around the east and south sides of the proposed retail building in the southeast corner of the parcel. The proposed slope around the building reflects these elevations. 9. The proposed storm drainage easement over the existing and proposed 36 -inch culvert system shall be owned and maintained by the City of Tukwila, as it serves upstream conveyance passing through the subject property. We have enclosed the legal description and exhibit for this easement for your review and comment prior to recording. 10. The wet vault structure was designed in accordance with the King County Surface Water Design Manual dated September 1994, according to comments by the City of Tukwila during the early stages of the project design. As of this date, the vault has been constructed by Pipe Inc. based on the dimensions derived from this version of the manual. As requested, we have provided an additional access hole into cell No. 2. All three access holes are specified to provide H -20 loading capability. The client has submitted a separate building permit for the vault. RECEIVED OF TUKWILA AR 2 L1 1999 'ERMIT CENTER Gary Barnett City of Tukwila Public Works Department -3- January 19, 1999 z 11. The design of the new concrete headwall located at the south end of the existing 36 -inch culvert system has been provided on the detail sheet of this set of plans. w Water Main Extension Plan - 0 1. We have made minor modifications to the water system based on the Highline Water District w = comments, which are reflected within this resubmittal package. We have noted on the plans that a construction easement will be required to perform the connection on the Segale property east U) the subject property. We have also noted that a permanent easement will be required for 2 O access by the Highline Water District for maintenance purposes. �a d 2. We have provided a profile of the water main system as requested by Highline Water District, and have updated the double detector check vault with FDC detail according to their request. = w t—= z!— Sanitary Sewer Plan f- O z wW 1. We have updated the grease interceptor detail based on the City of Tukwila's Standard Detail U 0 SS -12 as requested. u) O— 2. The sizing of the grease interceptor was calculated based on information provided by the architect v for Claim Jumpers Restaurant, indicating that the number of meals per peak hour equals 60. This amount is based on the prototypical layout for all Claim Jumpers Restaurants. We have enclosed L!- O a letter from the architect, Scheer, Tanaka, Dennehy, Riley Architects, indicating their sizing LLj z justification. The letter states that Claim Jumpers will document, in the form of a copy of their v s maintenance agreement, scheduled service periods for the City of Tukwila if requested. O t— z 3. As requested, we have provided an external drop connection detail according to City of Tukwila Standard Drawing S -10. 4. We have included the notes regarding the 180th Street crossing as requested. 5. The grease interceptor service located at the northwest corner of the proposed Claim Jumpers Restaurant has been realigned to connect within the existing sanitary sewer manhole No. 36 as requested. 6. A street use permit will be obtained from the City of Tukwila for private maintenance, by the owner, of the sanitary side sewer service once plans have been approved. 7. All comments in regard to South 180th Street and 57th Avenue South have been detailed on their respective sheets. 57th Avenue South 1. We have shown a new pedestrian cross walk located at the intersection with South 180th Street, and have extended the new channelization to this point. RECVED C •' Y OF TUKWILA AR 2 1999 :'ERM,T CENTER ..:. rn' W«% M. �+ri�i'��s'a�+�3 ^`.'�(L:rpy�Xl: yid'$ i�7 .' {:fir(�ylsl'x1�'t'i1PyJ(;.CM, PICT..^ Y, a +.Yti'Yrt.r,:hHr.)'.�RtlsiY�ttiri�: ;•.•.p..tT.:x r Gary Barnett City of Tukwila Public Works Department -4- January 19, 1999 2. The type and color of the new channelization has been called out with the appropriate City of Tukwila standard drawing reference. 3. All catch basins located within the 57th Avenue South right -of -way have been indicated to include a concrete gutter pan according to City of Tukwila Standard Detail RS -27. South 180th Street 1. We have referenced the existing cross walk within South 180th Street to be removed according to the direction of City of Tukwila. We have also indicated that the existing ADA ramp and sidewalk located along the north side of the new water feature must be removed so no pedestrian access can be obtained. We have provided Type III barricades at the ends of the new sidewalk areas. The island in the center of South 180th Street has been called out to remain, with placement of new Type A curbing that matches the existing curbing around the island. The interior of this island will be paved to match the existing portions within. 2. We have noted that the existing sidewalk must be cut to the nearest expansion joints to accommodate the sanitary sewer crossing at the northeast corner of the site. Construction Notes and Details 1. We have modified the City of Tukwila standard notes based off comments received by the City of Tukwila on a different project. 2. All water quality swale notes and details have been modified to reflect recommendations of the wetland specialist company for planting specifications. 3. A new wood and chain link fence detail has been provided based on the sketch provided by the City of Tukwila. 4. The half -street cross section of 57th Avenue South has been modified as requested by the City of Tukwila, and reflects the pavement section recommendations by GeoEngineers, Inc. A copy of the recommended pavement section has been included within this submittal package for your review and comment. 5. We have provided the City of Tukwila T -patch road restoration detail as requested. Illumination and Electrical Plan 1. All details have been updated and modified according to the City of Tukwila's comments. 2. All notes have been edited to reflect comments provided by the City of Tukwila. r'TY RECEIVED KILA I''AR 2 4 1991 'ERMIT CENTER Try 17,1,,gt. 4 1,;,,(.iiZ.#1•:' :,,Mg5::14v �,^nr,,..' •p!,',. :^ °rt:.j' 1 Gary Barnett City of Tukwila Public Works Department -5- January 19, 1999 z 3. As requested, additional City of Tukwila standard details have been provided for additional = t— z ~ information. tY z 4. We have provided two 2 -inch conduits within the sanitary sewer trench across South 180th Street, v v O located at the northeast corner, as requested. 0 CO til 5. The one lot light located south of the water feature has been requested by the City of Tukwila to W = function within the timing sequence of the existing lighting system located on South 180th Street. co w Therefore, the system will remain as an element of the street lighting system. This light cannot w 0 be sourced from either of the proposed building service points as it would be circuited on the same 2 timing sequence as the remaining lot lights on site. 5 u. 5 E9_ _a Stream Enhancement Plan w I- I z1.- 1. The cross sections shown on the plan have been updated to reflect the actual cross section z O dimensions of the water enhancement area. We have provided the fencing detail references and w w the guard rail references within these sections. In addition to this information, we have provided j o the location of the existing gas mains, shown relative to cut areas within the water feature area. v O N O F- 2. We have provided the updated fencing detail, provided by the City of Tukwila, as requested. w • w U- O . Li z U= O~ Storm Drainage Calculations Report 1. Narrative has been edited per the request of the City of Tukwila. 2. The split -flow control structure is still being proposed. The calculations for the design are still included in the report. 3. The baffle riser shown on the split -flow control structure detail has been revised to a 24 -inch. 4. The wet vault was designed in accordance with the King County Surface Water Design Manual dated September 1994. The structure has been constructed based on the dimensions required from the results of the calculations. 5. The conveyance calculations have been modified to eliminate the need for a backwater analysis. Pipe sizes have been modified where possible. 6. Wet vault maintenance schedules have been included. The water quality swale maintenance schedule was previously included under conveyance system (ditches). RECEIVED CITY OF TUKWILA MAR 2 1999 PERMIT CENTER • VI z Gary Barnett City of Tukwila Public Works Department -6- January 19, 1999 Modifications made to these plans should reflect all of the City of Tukwila standards for acceptance of the utility and grading permit. If any further clarifications are required, or if you have any questions, please feel free to contact me so we can make any adjustments required in a timely manner. Respectfully, Brian Smith Project Engineer BS /sm /jss 6315C.019 enc: (4) Sets of Revised Civil Plans (2) Copies of Revised Storm Drainage Report City "Redline Set" (2) Sets of Revised Street Lighting Calculations (1) Certificate of Water Availability (1) Copy of Utility Potholing Results, by Sierra Construction Company (1) Copy of Recommended 57th Avenue Pavement Section by GeoEngineers (1) Copy of Grease Interceptor Sizing Correspondence by Scheer, Tanaka, Dennehy, Riley Architects Public Storm Drainage System Legal Description and Exhibit cc: Mason Frank, MBK Northwest Rob King, R.C. Consulting Services Daniel K. Balmelli, Barghausen Consulting Engineers, Inc. RECEIVED CITY OF TUKWILA MAR 2 4 1999 PERMIT CENTER Fekr144 620#461 PLAN REVIEW/ROUT REVIEW/ROUTINCTILIP ACTIVITY NUMBER: M198 -0078 DATE: 1 -19 -99 PROJECT NAME: PARKWAY SUPERCENTER — PARCEL C Original Plan Submittal Response to Incomplete Letter _XL— Response to Correction Letter # 2 Revision # After Permit Is Issued DEPARTMENTS: Btli�cfing Division 04- Public Works No Fire Prevention a- ( -Zg.c Structural n Planning Division Permit Coordinator IF DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete E Comments: DUE DATE: 1 -28 -99 Not Applicable n TUES /THURS ROUTING: Please Route n No.further Review Required Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 2 -25 -99 Approved Approved with Conditions ❑ Not Approved (attach comments) E REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: Approved DUE DATE: Approved with Conditions ❑ Not Approved (attach comments) REVIEWERS INITIALS: DATE: \PR- ROUTE.DOC 6/98 CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 DATE: 1/7/79 REVISION SUBMITTAL PLAN CHECK/PERMIT NUMBER: 18 .00 78 ►_ PROJECT NAMEIeWel PROJECT ADDRESS: 1450014 Soulahciemer CONTACT PERSON: � / / ,y��� PHONE: /21 = 2J7 2?? REVISION SUMMARY: f/74//,,e, G/4-fr-we L7 SHEET NUMBER(S) �GG "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: /W ,� fCrt/ Bldg. Planning c ,00-1 Qs"' Fire Public Works 3/19/96 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: 14198-0078 DATE: 1 -19 -99 PROJECT NAME: PARKWAY SUPERCENTER — PARCEL C Original Plan Submittal Response to Incomplete Letter _XS_ Response to Correction Letter # 2 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works • n Fire Prevention Structural ❑ Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete ❑ Incomplete ❑ Comments: DUE DATE: 1 -28 -99 Not Applicable TUES/THURS ROUTING: Please Route ❑ No further Review Required Routed by Staff C (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 2 -25 -99 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: Approved ❑ Approved with Conditions n REVIEWERS INITIALS: DUE DATE: Not Approved (attach comments) DATE. \PR•ROUTE.DOC 6/98 414' ,,fit,. ..u•i.n;' r., .�,t >r.•,r�.. rrt•�:n ±• rc..'?•'it?"f ^" .^1;xe.r ,.. , PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: 14198 -0078 DATE: 1 -19 -99 PROJECT NAME: PARKWAY SUPERCENTER — PARCEL C Original Plan Submittal Response to Incomplete Letter _XX— Response to Correction Letter # 2 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division U Permit Coordinator E DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 1 -28 -99 Complete ❑ Incomplete ❑ Not Applicable -❑� Comments: TUES/THURS ROUTING: Please Route Routed by Staff No-further Review Required ❑ (if routed by staff, make copy to master file and enter into Sierra) DATE: /2,4, REVIEWERS INITIALS: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 2 -25 -99 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved E Approved with Conditions C Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: NPR- ROUTE.DOC 6/98 •;!R(�_�`�7f Lw14[!w +. i:i?::ti t F ?'7rl�.t PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M198 -0078 DATE: 1 -19 -99 PROJECT NAME: PARKWAY SUPERCENTER — PARCEL C Original Plan Submittal Response to Incomplete Letter _Response: to Correction Letter # 2 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural n Planning Division n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete n Incomplete El Comments: DUE DATE: % 2 - �`11 Not Applicable TUES /THURS ROUTING: Please Route g Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) No further Review Required REVIEWERS INITIALS: DATE: l APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions E a REVIEWERS INITIALS: 6� DUE DATE: 2-- 2-'S -¶ Not Approved (attach comments) DATE: el? CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWERS INITIALS: DUE DATE: Not Approved (attach comments) n DATE: \PR- ROUTE.DOC 6/98 To: Brenda Holt, Permit Center From: Gary Barnett, Public Works Re: South Lot Utilities Permit review (MI97 -0078) Date: 3.15.99 The Public Works Department has reviewed the resubmittal documents. We have made our comments in several ways: 1. Notation of missing items previously requested (pink highlighter) 2. Redline notations on the revised documents 3. Draft permit conditions that outline specific requirements for future action by the applicant. These permit conditions should be entered into the Sierra system for inclusion with the issued permit documents. 4. A permit condition regarding fire truck loading on water, power, storm and other vault structures has been made. The applicant should coordinate the specific requirements and resolution with the Fire Department and the structural engineer. Public Works can not plan check nonstandard utility components that have structural requirements beyond standard HS -20 loadings. Please ask the applicant to return both the current and prior redline plan sheets with their revised submittal. :.w.. faCIiCa4't'VASr.KF'! /' - ?i-/-1971 5 8e91-(1 1-€,Qct=a45-7-z atoz,zim.64.7 a4,614;/4 ;od 7/v/ G, vP �� •l/ je,54_,741 z_//z) aA4)/i6;fa/ R.6)-6<i 4A(47W6r/PL 1 idee/C2,/a/ 2. Ail Al a 4 ee,4 • 1 Ke- ../Y2 /mss �..I6 a te ?49 `7"-- / a „ 464/ 74-0 6144,-7/77e., /0 ct4 5 , egv) fi. #/e-----aera-1/71 w. G v„,d / 5 < `r✓I r �� / � ��� 5. I'r► .2-e2 -L - �- -��s- g'e/r4,-/C o % .Pi71" 7or v% / /ides / 5/ f4/'/v/ �eG� Go G17 S a.�c� itz-c/ s14'G- ErnC���jI peh ,,e/c441 Ge-a-La-v �3�G,: 9A�M: wr« Enil9ikw.yj'u,4"r.6fu‘r'P�a*,;-k' :t z w JU 00 W = WD 2 g< co= w Z= E--0 zt- W W Uc) N W W 2 F- H u- z w U= 0 z t. /2,9-ze _-4; 5e-vi.`/e 0,ve„ rar 4e;f i/ca-/ y rc-1 r�- z`2°/4=-- e/7/://4 /2/ e-o3447e5-et 7‘;> S. /Z072— 571. 3.1/17'98 TUE 12:27 FAX 425 881 6050 GEO ENGINEERS Geo •0 Engineers FAX TRANSMITTAL , 8410 - 154th Avenue NE Redmond, Washington 98052 r i Telephone: (425) 861 -6000 tj r ' Fax: (425) 861 -6050 To: Barghauscn Consulting Engineers Fax Number: 425 -251 -8782 Attention: Brian Smith Regarding: 57th Avenue Pavement Section Date: 11/17/98 File: 1284 -028-01 Pages Date Description 1 1 11/17/98 11/17/98 Fax Transmittal Recommended pavement section for 57th Avenue South . Total Pages: 2 Comments: Brian — Per your request and our discussions regarding the intended use of 57t Avenue South, we are faxing our recommended pavement section. Note that the design assumptions are listed in the footnotes. Please call if you have any questions or comments. y :4, C" * �r 6GOING 771.' Zu e://'ere? ,ref/ cc4Vc. ow/9,7 C /)2 2" 7 ri pfr_ A/4/ 4 y All I)/ ry Vin; f,74 J2 - %s-37 M1'1& -oo-►s W 11,1`.ty' a;:kk'c:2Mgyy .rtrP540 "tin ?il??;' ' "Weti4Wapilf V,Isp gi3'177'7"""2i.v,;T„`.,.„. Signed: (14314k Debra Overbay doverbay@geoenginccrs.com lo 001 OF 1 iii \VILA PERMIT CENTER e. Thickness in Inches co N > Q a fi U C O 0 M RECOMMENDED PAVEMENT SECTION 7nnffi Pmgr TnM:T n :h °! 7',,} 1` �r0A ?;' ?"gt`.i?58? ?Y%'', °n Fn; 090A TAR G7t ZV.4 I.7:7T qt1.T. Rn J.I/TT ,• ^h`. vY.l vit`1+f".'FTM <!,gt'C2 ! p .Nd ..`J, z W 6 • L JU U O 0 J = F- O LL w0 2 J =w H = zF- 1- 0 Z~ • w U � off ww LI z L11 U o1- z E A S E M E N T (CORPORATE FORM) MBK Northwest, A Washington Limited Partnership , do hereby grant and convey to the City of Tukwila,-a Municipal Corporation, an easement over and across, upon and underneath, the following described land for ingress and egress and for the purpose of laying, maintaining, and installing 36 -inch culvert system, 12 -inch storm drainage system and habitat pond area. said land being described as: See Attached. IN WITNESS WHEREOF, said 'corporation has caused this instrument to be executed by its proper officers and its corpo- rate seal to be hereunto affixed this day of 19 By President By 1 M'iia ocra Secretary bl "CCiv -a) C WOF1 {tUKWIA PERMIT CENTER STATE OF WASHINGTON ) ss COUNTY OF KING On this day of , 19 , before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared and to me known to be the President and Secretary, respectively, of the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that authorized to execute the said instrument and that the seal affixed is the corporate seal of said corporation. Witness my hand and official seal hereto affixed the day and year first above written. (10:100) NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING AT COMMISSION EXPIRES 2 id1`a�r' LEGAL DESCRIPTION STORM DRAINAGE EASEMENT An easement for storm drainage purposes over, under, and upon a portion of Parcel G, described below, the sidelines of the easement described as follows: COMMENCING at the Southwest corner of Parcel G; THENCE North 59° 25' 27" East along the Southerly line thereof, 38.84 feet so the TRUE POINT OF BEGINNING; THENCE CONTINUING along said Southerly line North 59° 25' 27" East, 20.04 feet; THENCE North 27° 01' 08" East, 74.85 feet to the Westerly line of Parcel G; THENCE South 09° 47' 55" West, along said Westerly line 33.37 feet; THENCE South 27° 01' 08" East, 49.37 feet to the South line of Parcel G, and the POINT OF BEGINNING Parcel G: Those portions of the Southwest quarter of the Northeast quarter and Southeast quarter of the Northeast quarter, all in Section 35, Township 23 North, Range 4 East, W.M., in King County, Washington, more particularly described as follows: COMMENCING at the Northwest corner of the said Southwest Quarter of the Northeast quarter; THENCE South 87° 50' 09" East along the North line of said subdivision 449.30 feet; THENCE South 02° 09' 51" West 36.00 feet to the Southerly margin of South 180th Street and the TRUE POINT OF BEGINNING; THENCE CONTINUING South 02° 09' 51" West 365.78 feet; THENCE North 87° 50' 09" West 424.89 feet; THENCE South 88° 02' 37" West 103.76 feet; THENCE South 59° 25' 27" West 74.23 feet to the Easterly margin of 57th Avenue South (Southcenter Parkway); THENCE North 09° 47' 55" East along said Easterly margin 316.06 feet; THENCE North 15° 51' 30" East along said Easterly margin 63.77 feet; THENCE on said Easterly margin along a curve to the right having a radius of 50 feet through a central angle of 76° 18' 21", an arc distance of 66.59 feet; THENCE South 87° 50' 09" East along the Southerly margin of said South 180th Street 485.16 feet to the TRUE POINT OF BEGINNING. Project Name: November 25, 1998 6315L.002 JMK /jss LEGAL DESCRIPTION STORM DRAINAGE EASEMENT An easement for storm drainage purposes over, under, and upon a portion of Parcel G, described below, the sidelines of the easement described as follows: COMMENCING at the Northeast corner of Parcel G; THENCE North 87° 50' 09" West along the North Tine thereof, 100.51 feet to the TRUE POINT OF BEGINNING; THENCE South 02° 06' 1 1 " West, 45.00 feet; THENCE North 87° 50' 09" West, 212.50 feet; THENCE South 02° 06' 11" West, 153.75 feet; THENCE South 34° 37' 21" West, 197.95 feet to the South line of Parcel G; THENCE South 87° 50' 09" West along said South line, 5.85 feet to an angle point in said South line; THENCE CONTINUING along said South line, South 88° 02' 37" West, 18.46 feet; THENCE North 34° 37' 21" East, 205.93 feet; THENCE North 02° 06' 11" East, 165.49 feet; THENCE South 87° 50' 09" East, 17.49 feet; THENCE North 02° 06' 11" East, 27.86 feet to the North line of Parcel G; THENCE South 87° 50' 09" East, along said North line, 214.99 feet to the POINT OF BEGINNING. Parcel G: Those portions of the Southwest quarter of the Northeast quarter and Southeast quarter of the Northeast quarter, all in Section 35, Township 23 North, Range 4 East, W.M., in King County, Washington, more particularly described as follows: COMMENCING at the Northwest corner of the said Southwest Quarter of the Northeast quarter; THENCE South 87° 50' 09" East along the North line of said subdivision 449.30 feet; THENCE South 02° 09' 51" West 36.00 feet to the Southerly margin of South 180th Street and the TRUE POINT OF BEGINNING; THENCE CONTINUING South 02° 09' 51" West 365.78 feet; THENCE North 87° 50' 09" West 424.89 feet; THENCE South 88° 02' 37" West 103.76 feet; THENCE South 59° 25' 27" West 74.23 feet to the Easterly margin of 57th Avenue South (Southcenter Parkway); THENCE North 09° 47' 55" East along said Easterly margin 316.06 feet; THENCE North 15° 51' 30" East along said Easterly margin 63.77 feet; THENCE on said Easterly margin along a curve to the right having a radius of 50 feet through a central angle of 76° 18' 21", an arc distance of 66.59 feet; Project Name: November 25, 1998 6315L.001 JMK /jss az3.�^irtti "arCll4ti�ve das "o ,aar ueldtil a`1a 1a THENCE South 87° 50' 09" East along the Southerly margin of said South 180th Street 485.16 feet to the TRUE POINT OF BEGINNING. Project Name: November 25, 1998 6315L.001 JMK /jss JA: ^i eGi4ydt L4r rq. 7 bw 44.14.LV $.; Aid VAV+,4 ^F +k %§e5.:),:a?rlk, /kokta $ ",4t f4siW 1.» X w w '^^ w v, w 0 cc cc 0.0 b1 II ^10 d O N 1 ,9L'S9£ S8750'09 "E 0 c•I N 3„ 19,60.ZON ,SL'£S l ,6 •99 L . L 1,90.ZOS M„ 11,90.ZOS LINE TABLE LJ Z M CO I M„80, LO.LZN www co O O NCOO (n o) O O (n :- •- m Z LENGTH 74.85' 49.37' d' r r- to co N 1 LINE L1 I L3 L4 %Z1 s °� z a ,`p ‘FN � i? ss` in S> via) cci h a M c0 Iv r. O r7 N. b3ca Enh in O O W IZZ 40£.19,51 N N 0:41 y , 44.;o4. ?) (1id li D4 .90'91£ 3 „S5.G6. N AVAiNtivd tiatheolitnos 'L£ T ,891,9 d •':2.460:4; "mti.:i: SCHEER TANAKA DENNEHY RILEY ARCHITECTS 18201 McDURMOTT WEST, SUITE A IRVINE, CALIFORNIA 92614 PHONE (949) 863 -1960 FAX (949) $63 -3160 ARCHITECTURE INTERIOR DESIGN To: Barghausen Consulting Engineers, Inc. Attention: Brian Smith iL G7 Cri,,hh Fax Cover Shee Date: 1/13/99 Job No: 98495 Phone; (425)251 -6222 Fax No: (425)251 -8782 -Re: Claim Jumper Tukwila WA- Parkway Super Cente Pages: 1 (Including Cover Sheet) R En Message: Brian...per our, 1- 12 -99, telephone conversation, Claim Jumper Restaurants prototypically utilize a 1500 gallon grease interceptor, and contract with a local company to maintain same on a frequent basis. If required, Claim Jumper will document, in the form of a copy of their maintenance agreement, including the scheduled service periods for the City's review and record. Kindly review this matter and let me know if you'll require additional information. Thank you. By: Jerry Dennehy Copies to: Doug Parsen, File. NOTE IF YOU DO NOT RECEIVE ALL PAGES, PLEASE CALL (949) 863 -1960 09LEE9817LL dais HOa9 Ci 17 OF u■•':L :LA PERMIT CENTER HdLS :Z 666L —EL —L ;Ly.:aw +riu.Y r'Pf,c 1.,��:`.um.°.!ksi'.w,�: ,i�, vtr±' r•....1, :. .�.xxr�'...w.� N.+a..l'a::a r.!:1�x. f�i,,.s �'s,w� ii...�''�"ie. � ' ' RD 11 -14 -1995 9:37PM FROM SIERRA CONSTRUCTION COMPANY. INC. , • General Contractors January 14, 1999 Mr. Rob King MBK NORTHWEST 4949 SW Meadows Road, Ste. 675 Lake.Oswego, OR 97035 RE: Parkway Plaza Supercenter Subject: Parcel 'C' Utility Potholing Dear Rob: This letter shall confirm that we have completed the potholing operations, as directed, at Parcel 'C' to determine elevations of existing utilities. The excavation was performed in the presence of Mr, Gus Banks, Puget Sound Energy. For purposes of reference, we established a temporary benchmark at the light pole base located on the north side of South 180th and northeast of the potholing location. The following is a summary of our findings. Benchmark (BM) Elevation = 100.00 16" Gas Main Located approximately 18' south of back of curb. Actual elevation = 90.46 7Z/ P//p - — /6 , S6 4" Gas Main Located approximately 12' south df back of curb. Actual Elevation = 92.12 Toy° P //E _ /8 Z Z 12" Storm Main Locating, Inc., located the 12" storm pipe approximately 14' from back of curb. We excavated to a depth of approximately 7' -6" below adjacent grades and did not encounter the storm pipe. Please be aware that we excavated to a depth below the proposed invert elevation of the new 8" sanitary sewer pipe and do not anticipate a conflict, Please refer to the attached plan as a reference to relative Locations of the utilities that were encountered. Should you have any questions or require additional information, please do not hesitate to contact me directly. Sincerely, SIER TRUCTION COMPANY, INC. • TODD N Project Manager Enclosures Cc: Brian Smith / Barghausen File ( #1116 / Utilities) kI'1a-w18 P. 2 16715 NE 791h Street Redmond, WA 98052 -4423 • Phone (425) 885.3797 • Fax (425) 885 -4330 '2722,. 4at..(w;v■• .% uivairk ^`Sri4 r h #�I.:Rat. �aiiiS i °6Ak ' Yl4�tt}ko`..R #At:S3lF RVt iftvecx44,,v;f ✓..yNtiri ✓. .T'r'.RYM:.rrY:: f�. .,,�y��'s�a'vita!iLF: ,,. t..�ii!.";vx�w4�z {:v. ;i:'t`v: .i }vrru-iet 11-14-1995 9:37PM FROM • • 4. • • 7 ■ •M•• •••• • ••• ..... •••■•■•=;...:1,;•• • • r• 2 • .4... 1474 7277 7'7 7 7:7'77 ":7•77:77. ......... ....••••••• ...P.C•••=ow...C••• . . • • 16 EXISTING CURB, GUTTER — -AND --SIDEWAEK--- r=3 t--- EX. 15 UTILITY AND GAS EASEME1/41_,IT 1 ••• r 4. .1 ... om 1. t t tv■ . • • .. 111.C•••••— ..*v2D21:4A.:44' • Y.! 1..' ...17.-"AE:";•.".6.7•XV••••••?••■•■•1••• • • • ••••••••■••• •■•••••x••■•■■■ .■.. ••••••■■•••••■••■• •••••■,■•••■■ •••••••••• • ■ ■■■■••-•••••••■■ 'iM./I•4:*.rit ••■• " . . • .','..:•••;.'•.;• • - . • •' • • !' 7 -•.• - ... • 1 ,7-13 ., I • Imaittaillii=11.41116.1.-116.4osolt1610111111101111111111BIEMISMIESSIMiligrOP.AIHMICIERISiinillitiiMiie" .. ;IN lall - allitE..." I 111% A It ..;: •:-=4/ Z' '" • In ' . .•,. ..';': ...'".4 '...4., *, ...... :;; '.." ...."0 - • ....' ' . 'SW IM$ .4001bi .7. :... • - . • •' • • !' 7 11- 14 -199b 9:39PM FROM Job No. Job Name 1ti�i1� CONSTRUCTION COMPANY, INC. Subject t& 16715 N E 79th Street, Redmond, Washington 98052-4425 Phone: (425) 8853797 • Fax (425) 885-4330 Date t ` l Sheet � of By P. 4 • cnE;kAtA O. euv, . 104 ----- : o�S, ii+ t+ i %fz1'rk1r2�•:�u'z`.;u':Ya+'itn' �'. +a1e +,•n� ,. fU, WI • z a • CL 2- 11) O 0 u) 0 • uJ J Z F- WO � 0 Z F- O Z W W UD ON O I— WW II-- O WZ U= O 1- z &^~ CIVIL ENGINEERING, LAND PLANNING. SURVEYING, ENVIRONMENTAL SERVICES 0 y. /NG ENGt.- Gary Barnett City of Tukwila Public Works Department 6300 Southcenter Boulevard Tukwila, WA 98188 RE: Parkway Super Center Our Job No. 6315 Dear Gary: January 19, 1999 We are resubmitting the revised civil engineering plans dated January 18, 1999, referencing the December 15, 1998, redline comments from the City of Tukwila. In addition to the revised plans, we are submitting additional information referencing the design elements for pavement construction, street lighting, utility elevations, etc. The following is a brief description of the changes made to the plans for your reference: Horizontal Control Plan 1. As requested, we have modified the new right -of -way locations based on a dimension of one foot behind the existing and proposed sidewalks on both frontages. 2. We have modified the width of the westerly entrance from South 180th Street to 30 feet, which accommodates a WB-40 vehicle turning radius from the right -hand lane of South 180th Street, eastbound. 3. We have maintained the 35 -foot entrance width located off 57th Avenue South according to our client's request. Standard widths for the City of Tukwila's commercial entry includes a maximum of a 35- foot -wide entry. 4. As requested, we have provided a 5- foot -wide utility easement along 57th Avenue South, behind the new right -of -way location. Grading and Storm Drainage Plan 1. We have relocated catch basin No. 12 farther south to avoid potential conflict with the existing gas mains located along the northern property line of the subject parcel. 2. We have provided curb ramps along the south side of the proposed restaurant near the maintenance gate access point as requested. 3. We have provided a steel guard rail, referencing the Washington State Department of Transportation standard plans, for the eastern two- thirds of the water feature located along the ilECC(VED CIil'OF1ikavIIA Dale) 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 FAX PERMIT CENTER A!;^s.ffit, .:?1 "fi`•'saf4<�ytt:'hnWi' .�Y4a ,•.,,?h9,arr Ate!t'i�'. r, liA ';14Tr', dgZa?rs',3 ',,�r.,earyt .s -. x�iw:,::::S.r.�.:.:.. '6�.:.w' .n.:.�.'s. +ri� "' .c...:�f: iii+,..: 4.......••Wn„s.:.,ns:Lc',t•:.. Gary Barnett City of Tukwila Public Works Department -2- January 19, 1999 northern property line. The westerly one -third of the water feature is Located approximately 10 feet south of the curb and gutter on South 180th Street, which should provide an adequate shoulder area for any errant vehicles without the need for guard rail. 4. As requested, we have provided a cross section through the water feature and water quality swale that shows the relationship of all utilities. Enclosed is a letter from Sierra Construction Company that indicates the potholed elevations based on their exploration. Potholing results indicate that the shallowest gas line is approximately 7 feet deep at the pothole location east of the east entrance, indicating that there could be potential conflicts with the construction of the water feature area. This cannot be fully determined until additional exposure is accomplished. It is assumed that the gas mains dive deeper to avoid the flood gate structure, therefore, not conflicting with any excavation operations. There is some flexibility in the site plan layout to provide minor adjustments in the water feature, if necessary. 5. We have provided a note on the plans to contact John Howat at the City of Tukwila prior to construction within the area of the water feature, so he may provide further direction or information regarding any existing storm drainage facilities in this area. The potholing exercise did not reveal any existing storm drainage piping located within the area excavated. This does not mean that the systems do not exist, but may require further exploration to determine if any conflicts exist. If a conflict does occur, there are a couple of alternatives that may be implemented. 6. We have provided the wood and chain link fence detail provided by the City of Tukwila for use around the water quality feature. 7. We have rechecked all the pipe sizing and slopes of the storm drainage system and have made minor adjustments to avoid any potential backwater within the system. 8. Additional topographic information has been obtained around the east and south sides of the proposed retail building in the southeast corner of the parcel. The proposed slope around the building reflects these elevations. 9. The proposed storm drainage easement over the existing and proposed 36 -inch culvert system shall be owned and maintained by the City of Tukwila, as it serves upstream conveyance passing through the subject property. We have enclosed the legal description and exhibit for this easement for your review and comment prior to recording. 10. The wet vault structure was designed in accordance with the King County Surface Water Design Manual dated September 1994, according to comments by the City of Tukwila during the early stages of the project design. As of this date, the vault has been constructed by Pipe Inc. based on the dimensions derived from this version of the manual. As requested, we have provided an additional access hole into cell No. 2. All three access holes are specified to provide H-20 loading capability. The client has submitted a separate building permit for the vault. '°s^cwl�,u�.•cktA .t��;r,�✓„�"�`' ^�,�'fYa a,.,�...��;:x�,.;�,w:�:..,, y7�, . Gary Barnett City of Tukwila Public Works Department -3- January 19, 1999 11. The design of the new concrete headwall located at the south end of the existing 36 -inch culvert system has been provided on the detail sheet of this set of plans. Water Main Extension Plan 1. We have made minor modifications to the water system based on the Highline Water District comments, which are reflected within this resubmittal package. We have noted on the plans that a construction easement will be required to perform the connection on the Segale property east of the subject property. We have also noted that a permanent easement will be required for access by the Highline Water District for maintenance purposes. 2. We have provided a profile of the water main system as requested by Highline Water District, and have updated the double detector check vault with FDC detail according to their request. Sanitary Sewer Plan 1. We have updated the grease interceptor detail based on the City of Tukwila's Standard Detail SS -12 as requested. 2. The sizing of the grease interceptor was calculated based on information provided by the architect for Claim Jumpers Restaurant, indicating that the number of meals per peak hour equals 60. This amount is based on the prototypical layout for all Claim Jumpers Restaurants. We have enclosed a letter from the architect, Scheer, Tanaka, Dennehy, Riley Architects, indicating their sizing justification. The letter states that Claim Jumpers will document, in the form of a copy of their maintenance agreement, scheduled service periods for the City of Tukwila if requested. 3. As requested, we have provided an external drop connection detail according to City of Tukwila Standard Drawing S -10. 4. We have included the notes regarding the 180th Street crossing as requested. 5. The grease interceptor service located at the northwest corner of the proposed Claim Jumpers Restaurant has been realigned to connect within the existing sanitary sewer manhole No. 36 as requested. 6. A street use permit will be obtained from the City of Tukwila for private maintenance, by the owner, of the sanitary side sewer service once plans have been approved. 7. All comments in regard to South 180th Street and 57th Avenue South have been detailed on their respective sheets. 57th Avenue South 1. We have shown a new pedestrian cross walk located at the intersection with South 180th Street, and have extended the new channelization to this point. MittE snT::' ��i�Iy '�.uc���m,�t.�,��n:t.M:�CM.y 'f'M'31� �', F". �s:;:• '..i�w�i'1i�.�c,='S'�.....w'�!� ��r.K•n, ;.^K� "1,s�1ti��!�d >F „h °�. Gary Barnett City of Tukwila Public Works Department -4- January 19, 1999 2. The type and color of the new channelization has been called out with the appropriate City of Tukwila standard drawing reference. 3. All catch basins located within the 57th Avenue South right -of -way have been indicated to include a concrete gutter pan according to City of Tukwila Standard Detail RS -27. South 180th Street 1. We have referenced the existing cross walk within South 180th Street to be removed according to the direction of City of Tukwila. We have also indicated that the existing ADA ramp and sidewalk located along the north side of the new water feature must be removed so no pedestrian access can be obtained. We have provided Type III barricades at the ends of the new sidewalk areas. The island in the center of South 180th Street has been called out to remain, with placement of new Type A curbing that matches the existing curbing around the island. The interior of this island will be paved to match the existing portions within. 2. We have noted that the existing sidewalk must be cut to the nearest expansion joints to accommodate the sanitary sewer crossing at the northeast corner of the site. Construction Notes and Details 1. We have modified the City of Tukwila standard notes based off comments received by the City of Tukwila on a different project. 2. All water quality swale notes and details have been modified to reflect recommendations of the wetland specialist company for planting specifications. 3. A new wood and chain link fence detail has been provided based on the sketch provided by the City of Tukwila. 4. The half -street cross section of 57th Avenue South has been modified as requested by the City of Tukwila, and reflects the pavement section recommendations by GeoEngineers, Inc. A copy of the recommended pavement section has been included within this submittal package for your review and comment. 5. We have provided the City of Tukwila T -patch road restoration detail as requested. Illumination and Electrical Plan 1. All details have been updated and modified according to the City of Tukwila's comments. 2. All notes have been edited to reflect comments provided by the City of Tukwila. Gary Barnett City of Tukwila Public Works Department -5- January 19, 1999 3. As requested, additional City of Tukwila standard details have been provided for additional information. 4. We have provided two 2 -inch conduits within the sanitary sewer trench across South 180th Street, located at the northeast corner, as requested. 5. The one lot light located south of the water feature has been requested by the City of Tukwila to function within the timing sequence of the existing lighting system located on South 180th Street. Therefore, the system will remain as an element of the street lighting system. This Light cannot be sourced from either of the proposed building service points as it would be circuited on the same timing sequence as the remaining lot lights on site. Stream Enhancement Plan 1. The cross sections shown on the plan have been updated to reflect the actual cross section dimensions of the water enhancement area. We have provided the fencing detail references and the guard rail references within these sections. In addition to this information, we have provided the location of the existing gas mains, shown relative to cut areas within the water feature area. 2. We have provided the updated fencing detail, provided by the City of Tukwila, as requested. Storm Drainage Calculations Report 1. Narrative has been edited per the request of the City of Tukwila. 2. The split -flow control structure is still being proposed. The calculations for the design are still included in the report. 3. The baffle riser shown on the split -flow control structure detail has been revised to a 24 -inch. 4. The wet vault was designed in accordance with the King County Surface Water Design Manual dated September 1994. The structure has been constructed based on the dimensions required from the results of the calculations. 5. The conveyance calculations have been modified to eliminate the need for a backwater analysis. Pipe sizes have been modified where possible. 6. Wet vault maintenance schedules have been included. The water quality swale maintenance schedule was previously included under conveyance system (ditches). %3.7e,tip',1:0 0.):406641M6 44a4i Gary Barnett City of Tukwila Public Works Department -6- January 19, 1999 Modifications made to these plans should reflect all of the City of Tukwila standards for acceptance of the utility and grading permit. If any further clarifications are required, or if you have any questions, please feel free to contact me so we can make any adjustments required in a timely manner. Respectfully, Brian Smith Project Engineer BS /sm /jss 6315C.019 enc: (4) Sets of Revised Civil Plans (2) Copies of Revised Storm Drainage Report City "Redline Set" (2) Sets of Revised Street Lighting Calculations (1) Certificate of Water Availability (1) Copy of Utility Potholing Results, by Sierra Construction Company (1) Copy of Recommended 57th Avenue Pavement Section by GeoEngineers (1) Copy of Grease Interceptor Sizing Correspondence by Scheer, Tanaka, Dennehy, Riley Architects Public Storm Drainage System Legal Description and Exhibit cc: Mason Frank, MBK Northwest Rob King, R.C. Consulting Services Daniel K. Balmelli, Barghausen Consulting Engineers, Inc. ':6 Ato.1 41-144. 12 -21 -1998 15:01:28 R 0 A D Ver 3.00 Page 1 of 3 A L A D A N (tm) A Lighting Application Design & ANalysis General Electric Company GE Lighting Systems Hendersonville, NC 28739 USA P R O V I D E D B Y: Robert B. Stone Barghausen Consulting Engineers Inc. 18215 72nd Avenue So. Kent, Wa. 98032 Phone: 425 -252 -6222 Fax: 425 - 251 -8782 R O A D W A Y D E S C R I P T I O N Project: BCE 6315; Sthctr. Prkwy. Sta.0 +00. All Units of Linear Measure are Lane Width Lane Quantity -O 0 0 -O To 4 +00. in FEET R O A D W A Y LAYOUT 16.00 3.00 4 < Curb & Fixture Line Numbers (Note: Curb Line 3 is the Y axis) Pole Configuration: Left Side Only >- -meter array (One fixture cycle) > X axis Li Approximate Observer Location (s) for cny ``:G,:;i� %.:0 Luminance Calculations (not to scale) v�tuAW1A PERMIT CENTER M L't9Oo78 12 -21 -1998 15:01:28 R O A D Ver 3.00 Page 2 of 3 L U M I N A I R E D E S C R I P T I O N Luminaire: M -400A2 CUTOFF Lamp: HPS 200 -400 Photometric ID: 7323 Initial Lumens: 28000 Light Loss Factor: 0.730 Distribution Type: S /M -C -III Comments: DOUBLE PEAK MAIN BEAM L U M I N A I R E S U M M A R Y Fixture Spacing along Roadway 180.000 Fixtures per Pole (Same Orientation) 1 Fixture Overhang (Outside Curb) 8.00 Line X First Y Cycle Last Y Mounting --- Fixture -- No Qty Offset Fixture Increment Fixture Height Orient Tilt 3 5 8.000 - 180.000 180.000 540.000 35.0 90.0 0.0 These computations may be based on specific information that has been supplied by the customer. It is the responsibility of the customer to verify that the actual lighting installation corresponds dimensionally to that on which this data is based. Any deviations in the actual luminaire installation, lighted area geometry, and the introduction of obstructions within the lighted space may produce results that are different from the predicted values. Also, normal tolerances of supply voltage, lamp output, ballast and luminaire manufacture will effect results. Ref: IES LM -61 -1986 Identifying Operating Factors for HID Luminaires 0.4 4.11 *410 3initS.Y+'SriiM . ..Gw.ne.r Cti , OF`►-1 PERMIT CENTER r 12 -21 -1998 15:01:28 R O A D Ver 3.00 Page 3 of 3 M E T E R A R R A Y F O R H O R I Z O N T A L I L L U M I N A N C E Measurement Units are in FOOTCANDLES I---X Coordinates - - -> 12.00 28.00 44.00 4.00 20.00 36.00 Y Coord 163.64 147.27 130.91 114.55 98.18 81.82 65.45 49.09 32.73 16.36 0.00 2.40 2.27 1.85 1.58 1.19 .852 1.12 1.08 1.00 .961 .833 .668 .606 .583 .619 .644 .609 .529 .413 .439 .434 .438 .420 .371 .336 .336 .311 .295 .299 .298 .336 .336 .311 .295 .299 .298 .413 .439 .434 .438 .420 .371 .606 .583 .619 .644 .609 .529 1.12 1.08 1.00 .961 .833 .668 2.40 2.27 1.85 1.58 1.19 .852 2.87 2.89 2.32 1.58 1.08 .792 I L L U M I N A N C E S U M M A R Y Average Illuminance (Footcandles) Minimum Illuminance (Footcandles) Maximum Illuminance (Footcandles) Uniformity (Overall Average /Minimum) Uniformity (Overall Maximum /Minimum) Coefficient of *Variance Maximum Gradiant (Parallel to Axis) 3!'t'+a•71:: ;,A'«?'i matt +.,':61, 0.90 0.30 2.89 3.03 9.81 0.75 2.14 Ci OF ; u,'c ILA PERMIT CENTER vzioarldAv City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director December 15, 1998 Mr. Todd Rankin Sierra Construction 16751 Northeast 79th Street Redmond, Washington 98052 Dear Mr. Todd: SUBJECT: CORRECTION LETTER #2 Development Permit Application Number MI98 -0078 Parkway Supercenter - Parcel C Utilities 18004 Southcenter Py This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Building Division, Planning Division and the Fire Department have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, . Kelcie J. Peterson Permit Coordinator Enclosures File: MI98 -0078 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431 -3665 1 emu'.7r:1td Ir:11,r;h ieti.Mafiyti%ti}sr ; �r ,{;itall n l riy:w r ry.'} mCri7', ,rid PUBLIC WORKS DEPARTMENT COMMENTS DATE: December 14, 1998 PROJECT NAME: Parkway Supercenter Parcel "C" PERMIT NUMBER: MI98 -0078 -0t PLAN REVIEWER: Contact Gary Barnett at (206) 433 -0179 if you have any questions regarding the following comments. The Public Works Department has reviewed the application documents for this project. To complete our review the following items are need prior to permit issuance. 1. Revisions to: the civil plans and sheet LI, stream enhancement plan, Technical Information Report, Illumination Calculations, and Public Works project review comments dated 10 -29 -98 by Greg Villanueva. 2. Identification of required right -of -way and utility easement adjacent to S. 180th Street and 57th Avenue South. The right -of -way line shall be one foot behind the back of sidewalk. There shall be a five foot utility and street lighting easement behind the right -of -way. The applicant's engineer should identify the location of the back of sidewalk and establish a right - of -way dedication line based on that location. 3. Applicant shall provide a written acknowledgment that this project is subject to City of Tukwila Traffic Concurrency Ordinance. A traffic.analysis shall be submitted for City review and approval prior to certificate of occupancy. This traffic analysis will be the basis for determining the necessary traffic mitigation fees. These fees shall be collected prior to certificate of occupancy. 4. Prior to issuing the building permit for this project the applicant shall secure and obtain a street use permit for the sanitary side sewer street crossing at S 180th Street. The street use permit will indicate that this side sewer is privately maintained. 5. The design engineer shall prepare a detailed cross - section through the bio- swale, the pond, street edge, high pressure gas and other utilities to evaluate potential conflicts and /or lateral cover and restraint requirements for all infrastructure elements prior to permit issuance. Puget Sound Energy shall review the cross - section and grant approval for the work adjacent to the high pressure gas line prior to commencing construction. 6. The applicant shall pay the calculated sewer mitigation fee according to the City's Concurrency Ordinance prior to issuing the building permit for this project. A copy of these calculations are attached. 7. There is no water mitigation fee due for this project, as the project is served by the Highline Water District. 8. The following items need design and City approval prior to construction of these specific elements. The building permit may be issued without plans approved for the following items: a. Sanitary side sewer crossing shall have all potential conflicting utilities pot- holed, clearance checked, and the design modified as necessary prior to starting full scale construction of the side sewer connection. Results of the pot- holing shall be submitted to the City for their review and approval prior to construction commencing. Pot - holing shall be done using the vacuum suction method to minimize both time and roadway disturbance required for verification of utility elevations. A traffic control plan shall be submitted for City review and approval prior to both the pot - holing operation and the side sewer construction. This traffic control plan shall include details of lane closures, advance warning signs, and provide for reducing the approach lanes down to one prior to the intersection of Southcenter Parkway /South 180th Street /57th Avenue South. b. The storm water quality vault shall be designed in accordance with the current King County Surface Water and Design Manual details. Complete shop drawings shall be submitted to Public Works for review and approval prior to construction of the water quality vault. A separate building permit from the Building Department is required for this vault. 9. The applicant shall dedicate the necessary right -of -way and utility and street lighting easements using the City's turnover document process (information available from the Public Works front counter) prior to certificate of occupancy. Public infrastructure constructed for this project shall be turned over using the turn over document process. 10. TESC Plan is required. Please return the City's red -lined plans and notes with revised drawings to the permit center Please provide Public Works with three copies of the revised plans to expedite the review of the revised submittal. cc: Greg Villanueva • '.IA.i31',Ail',, '�,�r`'�kt•{t?L+f}.�Welt: tux 3�p re t:i. 4".$,'.pvrr:'Y!f "",�.'y • , Vtit Y'nAr wt,k)7!a }P�!X PLA�IEW toad SLIP ACTIVITY NUMBER: PROJECT NAME: M198 -0078 DATE: 10 -22 -98 PARKWAY SUPERCENTER — SOUTH LOT Original Plan Submittal Response to Incomplete Letter _Kg_ Response to Correction Letter # 2 Revision # After Permit Is Issued DEPARTMENTS: Buil id ng'Division Public ork 2 Fire P"reVention Structur n Planning Division FI Permit Coordinator Of DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete ❑ Incomplete n Comments: DUE DATE: 10 -27 -98 Not Applicable n TUES /THURS ROUTING: Please Route n No further Review Required Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 11 -24 -98 Approved n Approved with Conditions n Not Approved (attach comments) n Qo(( inn 4i7 « EVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWERS INITIALS: DUE DATE: Not Approved (attach comments) DATE: \PR- ROUTE.DOC 6/98 iFx�`', +'Nawi.-;.L?tX.�i`PYt^ya+'t�3'5 )j?!iJ yN�:.. t'�'trv�.uw'�,+ ..�F<r'e` 'F.��,1(..rn:�•y'_ °�l'[+��t r r it :+!,.5��«.vvn.i:y..rifXnx".7t1: JAi`^Ic;;.g7°r! '°'[[ a.`.°M *.Cifw�:xiN.,w..,i. i5� CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 DATE: /0/227ifr` PLAN CHECK/PERMIT NUMBER: i 1/78 -- 0078 PROJECT NAME: / )..5 ' 'mr"m7, Lv7"" PROJECT ADDRESS: CONTACT PERSON: �4r✓ —it77/ PHONE: Ws / 2$ %.- C 7 Z Z REVISION SUMMARY: S r,1, l C 'A "-t6 A /1 --re dY1 e ( 2 / D / L /A /G SHEET NUMBER(S) AG L "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: KLZC /F /q -peikv FIII OEIWCD CITY OF TUKWILA C 1 2 2 1998 PERMIT CENTER rl / 12/1/1[Wal 14/1 `,;iii,,, ; ... tc. ir: ; :ru'ri�6zr'tlea1 i':' i k;d *VW + �,trrkr ki:tia�d + t 3/19/96 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M198 -0078 DATE: 10 -22 -98 PROJECT NAME: PARKWAY SUPERCENTER — SOUTH LOT Original Plan Submittal Response to Incomplete Letter xx Response to Correction Letter # 2 Revision # After Permit k Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural n Planning Division n n Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 10 -27 -98 Complete n Incomplete n Comments: Not Applicable 0 TUES /THURS ROUTING: Please Route g No further Review Required Routed by Staff Ei (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: 10 -27_ cm> APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 11 -24 -98 Approved Approved with Conditions U Not Approved (attach comments) [ 'EE p) Co /1-1 eivr5 pp.,E -Pi 9 8 REVIEWERS INITIALS: 11- DATE: 12-6 - 7A' J ✓ CORRECTION DETERMINATION: DUE DATE: Approved Approved with Conditions n Not Approved (attach comments) n REVIEWERS INITIALS: DATE: \PR- ROUTE.DOC 6/98 ipmaltkcs CK'S ?j+t :rAi p +,T+,r+.k+; {IY t . nu4 !vo:z"�,t, .,.,-.... !yPP! ,urr'T+uw� ^y. ,, M Sr e.:n r�:` flr?lt lMy, h. ij'J, �i. wryr 44 1A0 ?,.. �.. ,:1�l�1'�" .,r.ii.'$C!;' .�.::r -. ,.. \� e:.a�:5`.'. {7{_._..... �..i'..., , >;r;,,�'+r';" S +t.::.�',, . ±', ..�..,.:c:... �a:.�3`'.. �.,Yr . tC. ,Lw PUBLIC WORKS DEPARTMENT COMMENTS . z DATE: December 14, 1998 w g PROJECT NAME: Parkway Supercenter Parcel "C" o PERMIT NUMBER: MI98 -0078 / w in 0) w • 0 �a F- w _ z� I- 0 Z• ~ O • 52 0 I- wW LL- 0 ti/ • z 0 I= REVIEWER: Contact Gary Barnett at (206) 433 -0179 if you have any questions regarding the following comments. The Public Works Department has reviewed the application documents for this project. To complete our review the following items are need prior to permit issuance. 1. Revisions to: the civil plans and sheet L1, stream enhancement plan, Technical Information Report, Illumination Calculations, and Public Works project review comments dated 10 -29 -98 by Greg Villanueva. 2. Identification of required right -of -way and utility easement adjacent to S. 180th Street and 57th Avenue South. The right -of -way line shall be one foot behind the back of sidewalk. There shall be a five foot utility and street lighting easement behind the right -of -way. The applicant's engineer should identify the location of the back of sidewalk and establish a right - of -way dedication line based on that location. 3. Applicant shall provide a written acknowledgment that this project is subject to City of Tukwila Traffic Concurrency Ordinance. A traffic .analysis shall be submitted for City review and approval prior to certificate of occupancy. This traffic analysis will be the basis for determining the necessary traffic mitigation fees. These fees shall be collected prior to certificate of occupancy. 4. Prior to issuing the building permit for this project the applicant shall secure and obtain a street use permit for the sanitary side sewer street crossing at S 180th Street. The street use permit will indicate that this side sewer is privately maintained. 5. The design engineer shall prepare a detailed cross - section through the bio- swale, the pond, street edge, high pressure gas and other utilities to evaluate potential conflicts and /or lateral cover and restraint requirements for all infrastructure elements prior to permit issuance. Puget Sound Energy shall review the cross - section and grant approval for the work adjacent to the high pressure gas line prior to commencing construction. 441iE+ z 6. The applicant shall pay the calculated sewer mitigation fee according to the City's Concurrency Ordinance prior to issuing the building permit for this project. A copy of these calculations are attached. 7. There is no water mitigation fee due for this project, as the project is served by the Highline Water District. 8. The following items need design and City approval prior to construction of these specific elements. The building permit may be issued without plans approved for the following items: a. Sanitary side sewer crossing shall have all potential conflicting utilities pot - holed, clearance checked, and the design modified as necessary prior to starting full scale construction of the side sewer connection. Results of the pot - holing shall be submitted to the City for their review and approval prior to construction commencing. Pot - holing shall be done using the vacuum suction method to minimize both time and roadway disturbance required for verification of utility elevations. A traffic control plan shall be submitted for City review and approval prior to both the pot - holing operation and the side sewer construction. This traffic control plan shall include details of lane closures, advance warning signs, and provide for reducing the approach lanes down to one prior to the intersection of Southcenter Parkway /South 180th Street/57th Avenue South. b. The storm water quality vault shall be designed in accordance with the current King County Surface Water and Design Manual details. Complete shop drawings shall be submitted to Public Works for review and approval prior to construction of the water quality vault. A separate building permit from the Building Department is required for this vault. 9. The applicant shall dedicate the necessary right -of -way and utility and street lighting easements using the City's turnover document process (information available from the Public Works front counter) prior to certificate of occupancy. Public infrastructure constructed for this project shall be turned over using the turn over document process. 10. TESC Plan is required. Please return the City's red -lined plans and notes with revised drawings to the permit center Please provide Public Works with three copies of the revised plans to expedite the review of the revised submittal. cc: Greg Villanueva a.:4a'Vr1•;4, rntiirs ;ar •,.. City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director • October 23, 1998 Mr. Todd Rankin Sierra Construction 16715 Northeast 79th Street Redmond, Washington 98052 Dear Todd: SUBJECT: CORRECTION LETTER #1 Development Permit Application Number MI98 -0078 Parkway Supercenter - Parcel C Utilities 18004 Southcenter Py This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Building Division, Planning Division and the Fire Department have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, ,c9 Kelcie J. Peterson Permit Coordinator Enclosures File: MI98 -0078 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431 -3670 • Fax (206) 431 -3665 City of Tukwila John W. Rants, Mayor Department of Public Works Ross A. Earnst, P. E., Director PUBLIC WORKS DEPARTMENT COMMENTS DATE: October 22, 1998 PROJECT NAME: Parkway Supercenter Parcel C - South Lot PLAN CHECK NO.: MI98 -0078 - Site Utilities PLAN REVIEWER: Contact Gary Barnett, Senior Development Engineer at (206) 433- 0179, if you have any questions regarding the following comments. I recently met with Dan Balmelli, Vice President of Barghausen Engineers, and the engineer of record for South Lot (parcel C). We discussed the insufficient design details, misapplication of KCSWDM drainage criteria, design blunders, lack of attention to detail and failure to follow specific direction from PW on road design and layout. Our meeting was the second on this topic, as Brian Shelton and I met with Mr. Balmelli two months previously, regarding the same issues. To illustrate PW ongoing concerns with work prepared under Mr. Balmelli's direction and to outline PW expectations for future engineering submittals, I used this project as an example. Our two hour meeting covered a variety of issues. Mr. Balmelli took our preliminary comments back to the office to further refine the engineering. He concurred with PW comments and concerns and indicated that they would revise the work and turn it for City review. Barghausen will be redesigning based upon direction provided at this meeting. Please issue a correction letter referencing our meeting of September 28, 1998 as the basis for a revised submittal. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax (206) 431-3665 : PL��REVIEWw%ROUTIN SLIP ACTIVITY NUMBER: PROJECT NAME: Original Plan Submittal XX Response to Correction Letter # M198 -0078 DATE: 9-21-98 PARKWAY SUPERCENTER — PARCEL C 1 Response to Incomplete Letter Revision # After Permit Is Issued DEPARTMENTS: p�ing Division SI Fire Prevention 1 P b_I�ic orks Structura mitud ing-9y n Planning Division 5 ItWei 61 sly' Permit Coordinator irs DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 9 -22 -98 Complete El Incomplete Not Applicable ❑ Comments: TUES/THURS ROUTING: Routed by Staff Please Route El No further Review Required n (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions E REVIEWERS INITIALS: DUE DATE: 10 -20 -98 Not Approved (attach comments) n DATE: CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWERS INITIALS: DUE DATE: Not Approved (attach comments) n DATE: \PR•ROUTE.DOC 6/98 09 -22 -1998 11 :15RM FROM JOHNSON ELECTRIC INC JOHNSON ELECTRIC, INC. 11816 N.E. 116th Street Kirkland,'WA 98034 -7105 L September 21, 1998 Mr. Todd Rankin Sierra Construction 16715 NE 79th 'Street Redmond, WA 98052 ' Re: Parkway Su ,ercen Street Lighting . DOC: DBJ9446 ' TO 2065754140 P.01 — Parcel "C" • Dear Todd: This letter is to provide an overview of the calculations we provided for the stree Both files indicate light fi. tures and a point by point calculation associated. We existing or new, yet only, the calculations. One file is showing the street lighting the "onsite" water feature lighting with right of way sidewalk. . The nsw lights will match Ithe existing fixtures and poles. Respectfully,. ` D B. Johnson. Jr. Project Manager 1 cc: Rob King/MBIC ELECTRICAL CONTRACTORS • Phone (425) 821 -8226 SEP 22 '98 11:14 „ruE.r;v�+.ORS RY t ":e nY M 1,1*-0611 r RECEIVED CITY OF TUKWILA SEP 2 2 199B PERMIT CENTER lighting.) f 1 o not indicate if th are! and the second is sh wing • } Fax (425) 821- 821 4836 836 —� TOTAL P.01 PAGE.01 CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 DATE: 1/21/48 PLAN CHECK/PERMIT NUMBER: ,t // %" - 76 PROJECT NAME: ��a� /l/ 4/ ;f ///z2" "e.'7✓/ PROJECT ADDRESS: ./'v,'?' /9c9 CONTACT PERSON: f- r?r✓ ��; PHONE: (2.5.),?-f,-/- 64ZZ REVISION SUMMARY: ('u /_ /lam 2- , 4 / /_S. �� '�: ?7- 7/6-,,4)---,./ ("1/72,6 / 41/ , SHEET NUMBER(S) ,^/ /' c>TVRECEI ,rte "Cloud" or highlight all areas of revisions and date revisions. S E � 1 1998 PERMIT CENTER SUBMITTED TO: /67(//- �� .fo-1/ C'fn /�> G" !'c.- 1,Lit), 121.-11€1-k-\( 7 3/19/96 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES LETTER OF TRANSMITTAL TO: Kelcie Peterson / Joanna Spencer City of Tukwila 6200 Southcenter Parkway Tukwila, WA 98188 RE: Parkway Supercenter DATE: September 21, 1998 SENT VIA: Courier OUR JOB NO: 6315 uana 2 each 9/16/98 Culvert Analysis 4 each Lighting Calculations 6 sets Civil Engineering Plans Submitted for review and approval, per revision request letter dated 8/17/98. cc: Rob King, MBK Northwest Dan Balmelli, Barghausen Consulting Engineers, Inc. Signed: Tian Smith Project Engineer mi 0047g 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 FAX 315t.011(BDS \bsd[ ; {cY .r,:t:ft t� c r r�KS rUi +aetia aY'kFrtrird.ty..?i.ir, 41,4 z aa� JU 00 U) 11J LU_ (/)w w0 • a =w z1._ z o. • w 0 O — • h- w W u—'O wz U= O ~ z 1. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI98 -0078 DATE: 9 -21-98 PROJECT NAME: PARKWAY SUPERCENTER — PARCEL C Original Plan Submittal Response to Incomplete Letter XX Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division e Public Works Fire Prevention Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete ❑ Incomplete DUE DATE: 9 -22 -98 Not Applicable Comments: TUES /THURS ROUTING: Please Route ❑ No further Review Required C Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE:67 2 APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 10 -20 -98 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: \PR•ROUTE.DOC 6/98 a+ §r�'hi Y4It itIt,1'.t%.7.`f ?=,i1t�^.,d($. y:YFt i4!, mz,i?t• ;;t!tytFe.C"Yii.Tw� wY.v. +•n faX�t °ir,:•1! :" .; I.vt i;^ue• 7+�1;i1� a 'd "t: +' • ty( ,; • •.W.r' sf •. �, . • .. � � .if PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI98 -0078 DATE: 9 -21 -98 PROJECT NAME: PARKWAY SUPERCENTER - PARCEL c Original Plan Submittal Response to Incomplete Letter XX Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works 0 Fire Prevention Structural Planning Division n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete 0 Incomplete Comments: DUE DATE: 9 -22 -98 n Not Applicable 0 TUES/THURS ROUTING: Please Route No further Review Required Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: 311 DATE. APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 10 -20 -98 Approved Approved with Conditions 0 Not Approved (attach comments) E REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: Approved 0 Approved with Conditions REVIEWERS INITIALS: DUE DATE: Not Approved (attach comments) DATE: \PR-ROUTE.DOC 6/98 4'.'•"�k\':LY i�'twlA.tds�^i:: Srd �f�rirAlhHiVh. 101,41,11,1 rf`'rY 1;@'F+01:t' ,M . 'iM;x�q., rt,.wa�;�:�s•"Nt'�vF;a,ry yce� �;, r w•e,+:;eiw,:rnx;�r:,.!.n4. 10$7,,F :t .r. ; *,� . x�' "-!Ir. q,:rr„'., irint ?, T?;',X"�1'I,, Tr,cc,;,�..•!�°•ra, .. f.:, . r. ,,.,t1 , �^f �. "'"?9t @, , i:... s. . r., ��' �:;: +...�.. >. ,, .... , . , . �:i 7, ,'.' .-... � 't.; _�• . , �14010mi. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M198 -0078 DATE: 9-21 -98 PROJECT NAME: PARKWAY SUPERCENTER — PARCEL C Original Plan Submittal Response to Incomplete Letter %X Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural n ' - v, Planning ivision Permit Coordinator 5 n DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 9 -22 -98 Complete 111 Incomplete n Not Applicable n Comments: TUES /THURS ROUTING: Please Route El No further Review Required Routed by Staff El (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved C Approved with Conditions REVIEWERS INITIALS: C),,e))-- DUE DATE: 10 -20 -98 Not Approved (attach comments) El DATE: CORRECTION DETERMINATION: DUE DATE: Approved El Approved with Conditions _ Not Approved (attach comments) n REVIEWERS INITIALS: DATE: \PR•ROUTE.DOC 6/98 2 1: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: (') rR8 -ao7k DATE: J-21- 9Fr PROJECT NAME: _ Pa-we C Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works n to Fire Prevention Structural n n Planning Division Permit Coordinator U n DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 9 -2L-- 9 Complete n Incomplete ^ Not Applicable n Comments: TUES /THURS ROUTING: Please Route [4. No further Review Required Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: 777 DATE: q-'7"2-- APPROVALS OR CORRECTIONS: (ten days) DUE DATE: !o -2G -! Approved n Approved with Conditions n Not Approved (attach comments) REVIEWERS INITIALS: `-'2Z" DATE: /0-22 - Z x CORRECTION DETERMINATION: Approved n Approved with Conditions n DUE DATE: Not Approved (attach comments) n REVIEWERS INITIALS: DATE: \PR•ROUTEAOC 6/98 City of Tukwila John W. Rants, Mayor Department of Public Works Ross A. Eamst, P. E., Director PUBLIC WORKS DEPARTMENT COMMENTS DATE: October 22, 1998 PROJECT NAME: Parkway Supercenter Parcel C - South Lot PLAN CHECK NO.: MI98 -0078 - Site Utilities PLAN REVIEWER: Contact Gary Barnett, Senior Development Engineer at (206) 433- 0179, if you have any questions regarding the following comments. z 1 w 2 .1 0 00 (00 • LIJ J= w • 0 �? • o � w z= I- o w ~ O • co I recently met with Dan Balmelli, Vice President of Barghausen Engineers, and the o f- engineer of record for South Lot (parcel C). We discussed the insufficient design details, z 0 misapplication of KCSWDM drainage criteria, design blunders, lack of attention to detail 1- LL 0 and failure to follow specific direction from PW on road design and layout. Our meeting z was the second on this topic, as Brian Shelton and I met with Mr. Balmelli two months o N previously, regarding the same issues. 01- To illustrate PW ongoing concerns with work prepared under Mr. Balmelli's direction and to outline PW expectations for future engineering submittals, I used this project as an example. Our two hour meeting covered a variety of issues. Mr. Balmelli took our preliminary comments back to the office to further refine the engineering. He concurred with PW comments and concerns and indicated that they would revise the work and turn it for City review. Barghausen will be redesigning based upon direction provided at this meeting. Please issue a correction letter referencing our meeting of September 28, 1998 as the basis for a revised submittal. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax (206) 431 -3665 WWAM... ttW i? S% ft*,.:..°« rrt9t. Vrr.;,j1. z City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director August 26, 1998 Mr. Todd Rankin Sierra Construction Company, Inc. 16715 Northeast 79th Street Redmond, Washington 98052 -4425 Dear Todd: SUBJECT: CORRECTION LETTER #1 Development Permit Application Number MI98 -0078 Parkway Supercenter (South Lot) 18004 Southcenter Py This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Building Division, Planning Division (please see enclosed letter dated July 31, 1998 addressed to Brian Smith), and the Fire Department have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, Kelcie J. Peterson Permit Coordinator .Lee;&(.501. Enclosures File: MI98 -0078 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 ,�p� ,1� dd '7j`f ! '�"xNGi'`e,Fi'A?�.axNr#?'1r."; 4` r��P3v; s;�+k +r ri +. kn-�sr w,i ,�•.f,roa,;:;n's^ +;� �t. ,t, b ? '" T :lri Y.t. txy:w.V... , +7r,2rn r:S0h ! :.:t�:t9. •nr.,:"Y t :i, r } :775, �r To: Rob King, NIBK coordinator From: Gary Barnett, Public Works Re: Parkway Supercenter, South Lot, Parcel C (MI98 -0078) Site Utility Permit Date: 8.17.98 Public Works has given the project plans an initial cursory review. As indicated to you and your engineer previously, additional engineering work described below is needed for Public Works to complete the review of the project. 1. Hydraulic analysis of onsite piping system, including the existing 36" CMP. The tributary basins should be identified and flows calculated. The 36" CMP should be inspected for wear, rust, corrosion, collapse etc. A video of the pipe interior is a good way to determine remaining service life. 2. Street improvement plans, including plan, profile, drainage and street lighting is required for the extension of Southcenter Blvd. Engineering calculations are required for the storm drainage and lighting design. 3. Street lighting plans and calculations are required for the pedestrian pathway that will meander into the site by the water feature. cc Gary Shultz Nora Gierloff Joanna Spencer Kelcie Peterson Micheal Jenkins k ?5'r k :: ; ;;•v tiW- ::.444.“1. At Su*; LSW: + i4lk 4,1 July 31, 1998 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Mr. Brian Smith Project Engineer Barghausen Engineers 18215 72nd Avenue S. Kent, WA 98032 Re: Parkway Super Center SAO Mitigation - #E97 -0022 & #L97 -0063: "South Lot" Project Site - Stream Enhancement Plan. Dear Brian: This letter is written as a design review of the water quality/watercourse feature that is a sensitive area mitigation for the Parkway Super Center project area on the south side of S. 180th Street. Even though we have been working on this for some time, I realized that this is likely the final plan design and I needed to provide a letter to you. The on -site watercourse will be altered and piped from its current configuration to facilitate an improved parking situation. Per Sensitive Areas Ordinance (TMC 18.45) standards, a new drainage feature will be constructed during the development of the site and will closely replace the length of the existing watercourse channel. The area includes a standard biofiltration swale to separately treat the runoff from the project site. The design of the watercourse mitigation is focused on a water quality improvement function and includes tree, shrub, and emergent plantings. As a mitigation site, the survival of all plantings is important for its success with the intent that there be very little need for sedimentation maintenance. The emergent plants are specifically important for a biofiltration function. Additionally, trees are being replaced per the Tree Regulations Ordinance (TMC 18.54). The current submittal - Stream Enhancement Plan, Parkway Super Center (Date - stamped 6/1/98) is approved as part of DCD review, and for the purposes of the Land Altering Permit as administered by Public Works. The following comments include specific items that do need to be addressed prior final permits. 1) Planting Schedule A fall- winter installation is preferred for better plant survival and will lessen the need for irrigation. The new drainage area should be excavated in the dry season and stabilized for preventing erosion. The excavation could occur early to allow the low grow grass seed to stabilize the area prior to connecting to existing watercourse flow. A temporary bypass will be needed to convey the water course during construction. Coordination with the Department of Fish & Wildlife will be necessary for obtaining an Hydraulic Project Approval (HPA) permit. Final planting can occur in late fall and winter with moderate weather and temperatures. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 Parkway Super Center Memo July 31, 1998 Page 2 2) Performance Security Bonding or another acceptable form of security will be required prior to building occupancy. Please note that the City requires 150 percent of the mitigation cost for performance security. These mitigation costs include initial plant material/installation, and the monitoring and maintenance for a two-year period after installation. Please respond to this letter by providing a breakdown of mitigation costs with a total to be used for the security that is required prior to building occupancy. Also, submit documentation regarding the State Fish & Wildlife HPA. If you have questions about the contents of this letter, please feel free to call me at 431 -3662. Urban Environmentalist cc: Steve Lancaster, DCD Director Nora Gierloff, DCD Associate Planner Gary Barnett, PW Development Engineer Bruce McCrory, Barghausen Engineers PL N REV EW /RO ACTIVITY NUMBER: PROJECT NAME: DEPARTMENT: ing Division lcis146 .20-q M198 -0078 TII P PARKWAY SUPERCENTER DATE: 4 -30 -98 Fir) Prevention 5,513 truk \u al n GL P,Itari�ning Division e mit Coor ' d nat r � DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 5 -5 -98 Complete El Incomplete n Comments: Not Applicable n TUES /THURS ROUTING: Please Route n No further Review Required Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) n REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 5 -19 -98 Approved II Approved with Conditions El Not Approved (attach comments) n C {Ceder Le44 -*-1 60(00'6- KIP REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved n Approved with Conditions Not Approved (attach comments) n REVIEWERS INITIALS: DATE: \PR•ROUTE.DOC 1/98 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M198 -0078 PROJECT NAME: PARKWAY SUPERCENTER DEPARTMENT: Building Division or Public Works ❑ Fire Prevention Structural DATE: 4 -30 -98 ❑ Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete n Comments: Incomplete DUE DATE: 5 -5 -98 i/e- Not Applicable TUES /THURS ROUTING: Please Route n No further Review Required Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) DATE: REVIEWERS INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions❑ Not Approved (attach comments) ❑ DUE DATE: 5 -19 -98 REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: Approved fl Approved with Conditions n DUE DATE: Not Approved (attach comments) n REVIEWERS INITIALS: DATE: \PR- ROUTEAOC 1/98 - �:.;+•r:,:aA�'E�cl, is�a n %iii( >r.' 6,:ais� z 1-1 00 co o J H CO u. w 0 2 u-_ • d =w t—= z� H 0 w~ uj U� O — O I- I wW IL wz U= O1' z PLAN REVIEW /ROUTING SUP ACTIVITY NUMBER: M198 -0078 PROJECT NAME: PARKWAY SUPERCENTER DEPARTMENT: Building Division ❑ Public Works ❑ DATE: 4 -30 -98 Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete ❑ Incomplete ❑ Comments: DUE DATE: 5 -5 -98 Not Applicable C TUES /THURS ROUTING: Please Route n No further Review Required Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions ❑ REVIEWERS INITIALS: CORRECTION DETERMINATION: diNIMININNIMINA DUE DATE: 5 -19 -98 Not Approved (attach comments) ❑ DATE: (57/99 DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n REVIEWERS INITIALS: DATE: WR•ROUTE.DOC 1/98 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M198 -0078 PROJECT NAME: PARKWAY SUPERCENTER DEPARTMENT: Building Division ❑ Public Works ❑ DATE: 4 -30 -98 Fire Prevention Structural ❑ n Planning Division at Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete ng Incomplete n Comments: Z . - ejrs-�,.� r,,s-, ^(3c,, e -L, DUE DATE: 5 -5 -98 Not Applicable ❑ TUES /THURS ROUTING: Please Route No further Review Required Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: 614 APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 5 -19 -98 Approved ❑ Approved with Conditions F Not Approved (attach comments) n DATE: 6/2(.0 DUE DATE: Not Approved (attach comments) n REVIEWERS INITIALS: /aeq tom" .,(4v12- CORRECTION DETERMINATION: Approved ❑ Approved with Conditions ❑ REVIEWERS INITIALS: DATE: \PR- ROUTE.DOC 1/98 z 1 ~w ce JU 00 N0 - = F— w w0 g u) 3 a mil Z I- 0 Z F- ill U� ot- W W wz U� — 0 z July 31, 1998 City of Tukwila John W. Rants, Mayor Department of Community Development Mr. Brian Smith Project Engineer Barghausen Engineers 18215 72nd Avenue S. Kent, WA 98032 Re: Parkway Super Center SAO Mitigation - #E97 -0022 & #L97 -0063: "South Lot" Project Site - Stream Enhancement Plan. Dear Brian: Steve Lancaster, Director This letter is written as a design review of the water quality /watercourse feature that is a sensitive area mitigation for the Parkway Super Center project area on the south side of S. 180th Street. Even though we have been working on this for some time, I realized that this is likely the final plan design and I needed to provide a letter to you. The on -site watercourse will be altered and piped from its current configuration to facilitate an improved parking situation. Per Sensitive Areas Ordinance (TMC 18.45) standards, a new drainage feature will be constructed during the development of the site and will closely replace the length of the existing watercourse channel. The area includes a standard biofiltration swale to separately treat the runoff from the project site. The design of the watercourse mitigation is focused on a water quality improvement function and includes tree, shrub, and emergent plantings. As a mitigation site, the survival of all plantings is important for its success with the intent that there be very little need for sedimentation maintenance. The emergent plants are specifically important for a biofiltration function. Additionally, trees are being replaced per the Tree Regulations Ordinance (TMC 18.54). The current submittal - Stream Enhancement Plan, Parkway Super Center (Date - stamped 6/1/98) is approved as part of DCD review, and for the purposes of the Land Altering Permit as administered by Public Works. The following comments include specific items that do need to be addressed prior final permits. 11 Planting Schedule A fall- winter installation is preferred for better plant survival and will lessen the need for irrigation. The new drainage area should be excavated in the dry season and stabilized for preventing erosion. The excavation could occur early to allow the low grow grass seed to stabilize the area prior to connecting to existing watercourse flow. A temporary bypass will be needed to convey the water course during construction. Coordination with the Department of Fish & Wildlife will be necessary for obtaining an Hydraulic Project Approval (HPA) permit. Final planting can occur in late fall and winter with moderate weather and temperatures. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431 -3670 • Fax. (206) 431 -3665 i��i�ilS9. '4�M -' lAUlt.MYYiY.�YW/1t �IR� �r d: YUri��"'`" i' �$" rt`.` a4i i�.' �: G�—. ,.''i.�' "'r$` +'%"''.�" °evrt;• <, vc.:ry.4 «:�,.+p /i;��ra'FY. :�J �:. _�',. ..., w ,�; °���. Parkway Super Center Memo July 31, 1998 Page 2 2) Performance Security Bonding or another acceptable form of security will be required prior to building occupancy. Please note that the City requires 150 percent of the mitigation cost for performance security. These mitigation costs include initial plant material/installation, and the monitoring and maintenance for a two-year period after installation. Please respond to this letter by providing a breakdown of mitigation costs with a total to be used for the security that is required prior to building occupancy. Also, submit documentation regarding the State Fish & Wildlife HPA. If you have questions about the contents of this letter, please feel free to call me at 431 -3662. Sincerely, C. Gary SCfiiulz Urban Environmentalist 0 cc: Steve Lancaster, DCD Director Nora Gierloff, DCD Associate Planner Gary Barnett, PW Development Engineer Bruce McCrory, Barghausen Engineers • z ~w 00 U J H wO g =a I-w z� ZI- U0 O- c»- W IL -O = O~ z PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: is-11. t '- 00 -7 DATE: 1- 3o - 59 PROJECT NAME: Pc,.- k,��„y Ste, e- c }ems Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision After Permit Is Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator C n DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: ,S S- 5 Complete ❑ Incomplete n Not Applicable n Comments: TUES /THURS ROUTING: Please Route No further Review Required Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: `J DATE: . ",S" 5 J C APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 5-/5' Sc Approved ] Approved with Conditions Not Approved (attach comments) 7( REVIEWERS INITIALS: C B DATE: E- 2 °- CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWERS INITIALS: DUE DATE: Not Approved (attach comments) DATE: \PR- ROUTE.DOC 6/98 To: Rob King, MBK coordinator From: Gary Barnett, Public Works Re: Parkway Supercenter, South Lot, Parcel C (MI98 -0078) Site Utility Permit Date: 8.17.98 Public Works has given the project plans an initial cursory review. As indicated to you and your engineer previously, additional engineering work described below is needed for Public Works to complete the review of the project. 1. Hydraulic analysis of onsite piping system, including the existing 36" CMP. The tributary basins should be identified and flows calculated. The 36" CMP should be inspected for wear, rust, corrosion, collapse etc. A video of the pipe interior is a good way to determine remaining service life. 2. Street improvement plans, including plan, profile, drainage and street lighting is required for the extension of Southcenter Blvd. Engineering calculations are required for the storm drainage and lighting design. 3. Street lighting plans and calculations are required for the pedestrian pathway that will meander into the site by the water feature. cc Gary Shultz Nora Gierloff Joanna Spencer Kelcie Peterson Micheal Jenkins TO: Kelcie Peterson CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES LETTER OF TRANSMITTAL City of Tukwila DATE: April 30, 1998 SENT VIA: Applicant Department of Community Development OUR JOB NO: 6315 6200 Southcenter Boulevard Tukwila, WA 98188 RE: Parkway Supercenter an 1 6 sets 4/30/98 Civil Plans crlpt ..:: 2 each 4/29/98 Storm Drainage Report 1 each Utility Permit Application Submitted for review and comment. cc: Rob King, MBK Northwest Roger Stange, Benner, Stange Associates Dan Balmelli, Barghausen Consulting Engineers Signed: RECEIVED APR 3 0 1998 TUKWILA PUBLIC WORKS Brian Smith Project Engineer MVt& 0078 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 FAX63151 .003113DS1bsdl Sr'ti e4 >t!iS4i aL: i a "a '' ' iRetiVicl,.e0,1,'rM vi.NimaiS oatuewaea z �— Z W ss�� 2 JU 00 w �w w0 ga =a Iw Z� w w 0- wW H-- WZ co 0t- 4. City of Tukwila PROJECT # CERTIFICATE OF WATER AVAILABILITY PART A: (TO BE COMPLETED BY APPLICANT) 1. Owner Name: Address: Phone: Agent / Contact Person: Phone: MBK Northwest ATTEN: ROB KING 5601 6Th AVE SO. SEATTLE WA 206 762 4750 Brian Smith, Barghausen Engineers, Inc. 425 251 -6222 425 251 -8782 (FAX) Site Address (Attach map and legal description showing hydrant location & size of main: 18004 SOUTHCENTER PARKWAY TUKWILA WA 8" C.I. See attached map for main & hydrant locations 2. This certificate is submitted as part of an application for: U 1 1 X Residential Building Permit Short Subdivision Commercial/Industrial Building Permit Preliminary Plat Rezone Other 3. Estimated number of service connections and meter size(s): TWO 2" meters 4. Vehicular distance from nearest hydrant to: See attached map for hydrant locations Proposed project will require a main extension and hydrant installation as required by Tukwila Fire Marshall. Project requires engineered plans. 5. Minimum needs of development for fire flows: X Fire Marshall Insurance Underwriter 6. Area is served by: Owner /Agent's Signature: L 6- (Reverse side to be completed y • er u ity and 1500 gpm at a residual pressure of 20 psi. 11 Developer's Engineer Utility 1 City 1 1 Other 1 HIGHLINE WATER DISTRICT (Utility) Date: 3':�t;L''tEliD c► i 1' OF 1 U ;:VdILA jurisdiction) PERMIT CENTER PART B: (TO BE COMPLETED BY WATER UTILITY) 1. This proposed project is located within TUKWILA / KING (City/County) 2. Improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: This project will require a watermain extension . Engineered plans must be submitted for authorization. 3. Based upon the improvements listed above, water can be provided and will be available at the site with a residual pressure of 20 psi at 1500 gpm for a duration of 2 hours at a velocity of 10 fps as documented by the attached calculations. I hereby certify that the above information is true and correct. HIGHLINE WATER DISTRICT 824 -0375 Agency Phone By: Keith Harris PART C: (TO BE COMPLETED BY GOVERNING JURISDICTION) 1. Water Availability - Check one: 9 -17 -98 Date Acceptable service can be provided to this project. Acceptable service cannot be provided to this project unless the improvements listed in Item Item #C2 are met. System is not capable of providing service to this project. 2. Minimum water system improvements: (At least equal to B2 above) 41 Z f,6:inL�Civ:V'ria} Agency Phone By Date tt 4a5d e ' ?3� f-� w;FS fVV{,h` Z ~ W WiO 00 CD ED W 1.11 W_I I F- • LL WO Q • d H Z = 1- O Z I- W W U� O - O 1--. WW 2 1- 1.• 6 w Z U= O ~ Z 0 N O m N a 0 O N 0 co O 10 N 0 0 0 H 0 0 0 c 0 0 0 L'. 0 0 0 o. 0 0: co o v 0•: o a CC ft 0 10 cV cv 0 0 O 0 r- O O O 0 10 Ira 0 0 0 o- c a 0 (7) co n 0 O co 1 W 0 N O O r Qf 0 „- 7gt,EA ∎Zvii a. 1, .sasJisiul:.U'JAAA:4d;4:04).0i 3i;,1: tY.A1 :J.. 4;7wr <Sh: aid „•Y�cr,,;!.Stiw,wse tw: h42+c ,,ii�kii: s;�i; :�t ;;iXu[.y'trWY,{. btl'rJi.; �d�v �'fa:47tJ `�i � „i,`�J {`�`t«ii r;. z 1 z JU 00 J= H WO < Nd F Z 1—O Z 1- V.1 • W U � O 52 o Ill W IU Li- 0 Wz U =. O h- z 12 -21 -1998 15:18:27 R O A D Ver 3.00 Page 1 of 3 A L A D A N (tm) A Lighting Application Design & ANalysis General Electric Company GE Lighting Systems Hendersonville, NC 28739 USA P R O V I D E D B Y: Robert B. Stone Barghausen Consulting Engineers Inc. 18215 72nd Avenue So. Kent, Wa. 98032 Phone: 425 - 252 -6222 Fax: 425 - 251 -8782 R O A D W A Y D E S C R I P T I O N Project: BCE 6315; S. 180TH Street. Sta.1.00.0 To 6 +00.0 All Units of Linear Measure are in FEET Lane Width 12.00 Lane Quantity 5.00 3 —O R O A D W A Y L A Y O U T 4 < Curb & Fixture Line Numbers (Note: Curb Line 3 is the Y axis) Pole Configuration: Stagger O- O +- < - - -+ 0- >- -meter array (One fixture cycle) 0 + + > X axis -O O — Approximate Observer Location (s) for ; ; c1: 1ry ;,: Luminance Calculations (not to scalet). qt r')F1i, . ;47111 r: 14th ,atialga 0018 PERMIT CENTER irev 12 -21 -1998 15:18:27 Line No 3 4 R O A D L U M I N A I R E Luminaire: Lamp: Photometric ID: Initial Lumens: Light Loss Factor: Distribution Type: Comments: Qty 5 6 Ver 3.00 Page 2 of 3 D E S C R I P T I O N M -400A2 CUTOFF HPS 200 -400 7323 50000 0.730 S /M -C -III DOUBLE PEAK MAIN BEAM L U M I N A I R E S U M M A R Y Fixture Spacing along Roadway 195.000 Fixtures per Pole (Same Orientation) 1 Fixture Overhang (Outside Curb) 4.00 X First Y Offset Fixture 4.000 - 390.000 56.000 - 585.000 Cycle Increment 390.000 390.000 Last Y Fixture 1170.000 1365.000 Mounting --- Fixture -- Height Orient Tilt 35.0 90.0 0.0 35.0 270.0 0.0 These computations may be based on specific information that has been supplied by the customer. It is the responsibility of the customer to verify that the actual lighting installation corresponds dimensionally to that on which this data is based. Any deviations in the actual luminaire installation, lighted area geometry, and the introduction of obstructions within the lighted space may produce results that are different from the predicted values. Also, normal tolerances of supply voltage, lamp output, ballast and luminaire manufacture will effect results. Ref: IES LM -61 -1986 Identifying Operating Factors for HID Luminaires ,2`i 't4':w. 'aw ?.+g'. A: v..�, "nYv$.3i'.J �t' �. b�. yii"+ t! ;)Sl'vS'i:i�iF'++0:4140lc7l.4k. PERMIT CENTER 12 -21 -1998 15:18:27 R 0 A D Ver 3.00 Page 3 of 3 M E T E R A R R A Y F O R H O R I Z O N T A L I L L U M I N A N C E Measurement Units are in FOOTCANDLES 1---X Coordinates - - -> Y 9.00 21.00 33.00 45.00 57.00 Coord 3.00 15.00 27.00 39.00 51.00 373.75 357.50 341.25 325.00 308.75 292.50 276.25 260.00 243.75 227.50 211.25 195.00 178.75 162.50 146.25 130.00 113.75 97.50 81.25 65.00 48.75 32.50 16.25 0.00 4.33 3.92 3.33 3.02 2.59 2.02 1.57 1.25 .967 .668 2.01 1.91 1.80 1.74 1.64 1.44 1.22 .970 .719 .533 1.04 1.00 1.05 1.09 1.10 1.03 .927 .743 .568 .440 . 693 .716 .720 .732 .733 .694 .625 .558 .481 .402 .520 .523 .501 .475 .463 .467 .471 .466 .449 .418 .458 .463 .458 .459 .460 .460 .459 .458 .463 .458 .418 .449 .466 .471 .467 .463 .475 .501 .523 .520 .402 .481 .558 .625 .694 .733 .732 .720 .716 .693 .440 .568 .743 .927 1.03 1.10 1.09 1.05 1.00 1.04 . 533 .719 .970 1.22 1.44 1.64 1.74 1.80 1.91 2.01 .668 .967 1.25 1.57 2.02 2.59 3.02 3.33 3.92 4.33 .684 .933 1.17 1.46 1.84 2.37 3.31 4.28 5.06 5.29 .668 .967 1.25 1.57 2.02 2.59 3.02 3.33 3.92 4.33 .533 .719 .970 1.22 1.44 1.64 1.74 1.80 1.91 2.01 .440 .568 .743 .927 1.03 1.10 1.09 1.05 1.00 1.04 .402 .481 .558 .625 .694 .733 .732 .720 .716 .693 .418 .449 .466 .471 .467 .463 .475 .501 .523 .520 .458 .463 .458 .459 .460 .460 .459 .458 .463 .458 .520 .523 .501 .475 .463 .467 .471 .466 .449 .418 .693 .716 .720 .732 .733 .694 .625 .558 .481 .402 1.04 1.00 1.05 1.09 1.10 1.03 .927 .743 .568 .440 2.01 1.91 1.80 1.74 1.64 1.44 1.22 .970 .719 .533 4.33 3.92 3.33 3.02 2.59 2.02 1.57 1.25 .967 .668 5.29 5.06 4.28 3.31 2.37 1.84 1.46 1.17 .933 .684 I L L U M I N A N C E S U M M A R Y Average Illuminance (Footcandles) Minimum Illuminance (Footcandles) Maximum Illuminance (Footcandles) Uniformity (Overall Average /Minimum) Uniformity (Overall Maximum /Minimum) Coefficient of Variance Maximum Gradiant (Parallel to Axis) ti 1.22 0.40 5.29 3.04 13.16 0.87 2.16 1r PERMIT CENTER +; 1: _.&. _,rtnN r&4. al >. i', ^1.y ':r•a y.X4 -`4114 OUR JOB NO. 6315 OCTOBER 9, 1998 REVISED JANUARY 18, 1999 Prepared By: BARGHAUSEN CONSULTING ENGINEERS, INC. 1 821 5 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251-6222 1.11211:1\111.$ PERMIT CENTER CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES TABLE OF CONTENTS 1.0 INTRODUCTION /GENERAL INFORMATION 1.1 PRELIMINARY CONDITIONS 1.2 PROPOSED CONDITIONS H 2.0 STORM DRAINAGE CALCULATIONS v 00 2.1 SPLIT FLOW CONTROL STRUCTURE 0 J H 2.2 WETVAULT CALCULATIONS to wo w 3.0 CONVEYANCE SYSTEM DESIGN AND ANALYSIS 3.1 BIOFILTRATION SWALE CALCULATIONS w Ci �w 3.2 PIPE CONVEYANCE CALCULATIONS z I- O zF-- 4.0 MAINTENANCE REQUIREMENTS LLI 5.0 OTHER REPORTS p N D I- 't:: fia! ;vt usa:5z s.a'ia�S `x�wxit ii.�: iii is sullsi�: 6315.005 [BDS /ec /ph] w F re u..o wz 0- O z 1.0 INTRODUCTION /GENERAL INFORMATION .... ... . i4;40r,iSasiti:',r'.1344aL,k.rar -.,k'31 " 'd;Efi.Sl,1 4s,�i�:`:idw.ik 'A:ni. Vbf!> s; t< M4: iuP. it, i+' ,.,: wV1rt 9t�+ 5:+ t. !$+. b+ �+ u, bhP• ir3& 1:: w, �ftaCt >�^nailitdC�fs,&k.j'., `,kS« teP 1.0 INTRODUCTION The proposed development is situated within Section 35, Township 23 North, Range 4 East, Willamette Meridian, City of Tukwila, King County, Washington. Based on a more localized description, the proposed development is situated at the southeast corner of the intersection of South 180th Street and Southcenter Parkway. This is the last phase of the Parkway Supercenter redevelopment project and is located south of the development currently under construction. The following is a brief discussion on the existing and proposed conditions of the development aspects. 1.1 Preliminary Conditions The existing conditions of the project site consist of approximately 85 percent impervious surface. This impervious surface is in the form of a parking lot facility constructed for overflow from the Pavilion Shopping Center. The subject property is bounded by Southcenter Parkway to the west, South 180th Street to the north, undeveloped property to the south, and a commercial /industrial development to the east. A non- fishbearing stream enters the site at the southwest corner by means of an existing 36 -inch CMP culvert, which directs off -site drainage from an upstream basin area through the subject property and outfalls along the northern property line at the approximate midpoint of the property. Part of the design constraints for the development of this project will require that the existing off -site flow, conveying through the 36 -inch CMP pipe, will need to be rerouted to provide a better utility layout to serve the two proposed buildings. An inspection of the existing 36 -inch culvert passing through the subject property has been performed by means of a television camera, and has concluded that the existing pipe is in good condition and that any upgrades to the system are not necessary. Please refer to the video tape performed by Experts, of Lacey, performed 10/2/98. From this location, the drainage outfalls into an existing concrete floodgate structure that directs the drainage flow northerly across South 180th Street, outfalling into a storm drainage pump system. This pump system then redirects the flow back into an existing 66 -inch storm drainage system located within South 180th Street and conveys easterly into the Green River. Please refer to the Culvert Analysis Report located within the "Other Reports" section of this report. Previous development of this property has included an underground storm drainage conveyance system, which currently has been filled with sediment and no longer serves its intended purpose. Other utility services have been stubbed to the property for future development. Numerous trees will be removed as a part of the development process; those trees will be mitigated for by means of additional tree plantings proposed within the stream enhancement area, located near the existing floodgate. Please refer to the "Proposed Conditions" section of this report for further discussion on this issue. 1.2 Proposed Conditions The proposed development will consist of two buildings, one being a restaurant and the other being a retail store, with associated parking and utilities. The restaurant will be located in the northwest corner of the site, with parking located south and east of the building. The proposed retail development will be constructed in the southeast corner of the site, with associated parking to the west and to the north. The existing on -site water features will be replaced with one large landscape - enhanced water feature, elongated in an east to west direction, centered near the existing floodgate structure. This feature will act as the mitigation site for the existing 1 6315.005 [BDS /ec /ph] has requested that we enhance the landscape design within this area to create a "focal point" for pedestrian visibility. We have provided multiple decorative plantings with numerous trees, which will be visually appealing, and have also provided a concrete sidewalk that passes through the enhancement area, and have proposed signage to educate the public on wildlife habitat. Design requirements for the storm drainage elements are briefly described within the sections that follow. All storm drainage facilities have been designed in compliance with the King County Surface Water Drainage Manual. Maintenance of the drainage facilities installed for this development will be the responsibility of the property owner. A copy of the maintenance and operations requirements for the privately maintained drainage facilities are enclosed within this report for reference. Associated with the on -site development will be the off -site requirements, as requested by the City of Tukwila. The off -site development will consist of widening Southcenter Parkway to the City of Tukwila standards for a 40 -foot half - street right -of -way standard. The proposed improvements will include the installation of curb, gutter, and sidewalk, and a storm drainage conveyance system that outfalls into the existing stream located at the southwest corner of the proposed development site. Additional improvements will include street lighting based on the City of Tukwila design standards, and three curb cut entrances for access into the site. 2 6315.005 [BDS /ec /ph] VICINITY MAP 2.0 STORM DRAINAGE CALCULATIONS re;t64]ic 1;r.! >k5rH!s�4 • Z r4 2 QQ JC) 00 N0 CO LL1 J CO u_ W0 Qu. =0 H Z 1— 0 Z 1- w w 0 ON 0 1— WW LI O Wz 0— 5 z 2.0 STORM DRAINAGE CALCULATIONS The proposed development is exempt from water quantity treatment, as credit is given for reducing the amount of impervious surface area from the pre- existing conditions. However, water quality treatment is required of development and redevelopment. Therefore, we have proposed an underground conveyance system that will provide treatment by means of a water quality vault. The design volume of the wet vault is based on one -third of the 2 -year post- developed precipitation based on King County Surface Water Design Manual Special Requirement 1.3.5. In addition, a biofiltration swale has been provided and sized to provide treatment for a 2- year /24 -hour storm event, prior to outfalling into the floodgate. All additional flows will bypass the treatment facilities and outfall directly into the new pond area that ultimately outfalls through the floodgate. All storm drainage design elements have been calculated in accordance with Section 1.2.3 of the King County Surface Water Design Manual. 3 6315.005 [BDS /ec /ph] 2.1 Split Flow Control Structure Calculations 1. Design a split flow control structure to allow a 2- year /24 -hour storm event to be discharged to the wetvault /bioswale and divert the remaining flow up to the 100- year /24- hour storm through the bypass system. A. Q 2- year /24 -hour (post - developed) = 0.89 cfs (see Basin Summary) Z 1— w Design orifice to convey 0.89 cfs to swale prior to bypassing remaining flow. tt 2 D JU Q = 0.62A MT U CD p -I _ A = Q u. E- 0.62 2GH O uj H = Overflow - Invert Elevation u- cO H = 22.01 - 20.11 = 1.90 feet H w Z m A = 0.89 w u O 0.62x(64.4)(1.90) = 0.130 square feet U0 B. Calculate orifice diameter. N 0 i- d = ,F41 = 11 4(0.130) = 0.4065 feet =4 -7/8 inches I U "It IC LI o 2. Calculate pipe size for flow riser to bypass system. Total flow to control structure = 4.39 cfs. Q Total - Q Bioswale = Q Bypass 4.39 - 0.89 = 3.50 cfs (see Figure 4.4.7J) Riser diameter - 12 inches with 1.90 feet head. Use 18 -inch riser due to conveyance system slope. 4 6315.005 [BDS /ec /ph] UMW `ik eF iP 9: i'.:A ?i tik4"it ' S440;) Z FRAME AND LADDER OR STEPS RIM= 25.00 CAP 4-1/2" CLR. ---,' IRON LADDER (SEE STANDARD PLAN) l'-O" MIN. 12" SD TO VAULT IE= 20.11 12" RISER OPEN ORIFICE DIA. = 4 -7/8" gf° ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS. e 6" MIN. - OVERFLOW EL. =22.01 3" MIN. 24" DIA. BAFFLE RISER 3" X 0.90 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL (TYP) 4 -1 2" CLR. 18" DIA. RISER 18" SD TO. BY -PASS eo • a n CAP IE= 20.11 TYPE II -54n SPLIT—FLOW CONTROL STRUCTURE NOT TO SCALE 2.2 Wetvault Calculations The design volume for the wetvault is in accordance with King County Surface Water Design Manual Special Requirement 1.3.5, which requires volume for one -third of the 2- year /24 -hour storm event. Additional design requirement is based on Section 4.4.6 of the manual. Based on the SBUH methodology for one -third of the 2- year /24 -hour storm event, the volume is 0.09 Ac -Ft. 0.09 Ac -Ft. = 3920 cf (See attached sheets) Use 20' -0" x 50' -0" vault = 1000 sq. ft. 3920 cf = 3.92 ft. depth 1000 sq. ft. 3.92 ft. + 0.5 ft. minimum overflow depth = 4.42 ft. Use inside height =6' -0" 5 6315.005 [BDS /ec /ph] 10/15/98 11:29:55 pm Shareware Release Parkway Supercenter Storm Drainage Calculations page 1 BASIN SUMMARY BASIN ID: 1A NAME: 2YR \24HR POST -DEV. Z SBUH METHODOLOGY TOTAL AREA • 2.29 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE 6 m • TYPE1A PERV IMP PRECIPITATION • 2.00 inches AREA..: 0.00 Acres 2.29 Acres v TIME INTERVAL • 10.00 min CN • 0.00 98.00 00 co TC • 0.00 min 10.00 min ABSTRACTION COEFF: 0.20 w Z PEAK RATE: 0.89 cfs VOL: 0.34 Ac -ft TIME: 480 min co � WO BASIN ID: VAULT NAME: WETVAULT VOLUME CALCULATION SBUH METHODOLOGY g TOTAL AREA • 2.29 Acres BASEFLOWS: 0.00 cfs N p RAINFALL TYPE • TYPE1A PERV IMP I ° PRECIPITATION • 0.67 inches AREA..: 0.00 Acres 2.29 Acres TIME INTERVAL • 10.00 min CN • 0.00 98.00 = TC 0.00 min 10.00 min i-0 ABSTRACTION COEFF: 0.20 PEAK RATE: 0.24 cfs VOL: 0.09 Ac -ft TIME: 480 min v p O N O 1- WW u•O W Z I. O~ Z 10/16/98 2:43:57 pm Shareware Release Parkway Supercenter Storm Drainage Calculations page 1 BASIN SUMMARY BASIN ID: 2A NAME: 100YR \24HR POST -DEV. Z SBUH METHODOLOGY h TOTAL AREA 2.29 Acres BASEFLOWS: 0.00 cfs re RAINFALL TYPE TYPE1A PERV IMP D PRECIPITATION 3.90 inches AREA..: 0.00 Acres 2.29 Acres 0 TIME INTERVAL 10.00 min CN • 0.00 98.00 N 0 TC 0.00 min 10.00 min W = ABSTRACTION COEFF: 0.20 PEAK RATE: 1.80 cfs VOL: 0.70 Ac -ft TIME: 480 min W u. w0 u_Q co =d 1._w z= F- 0 zr w w U 0 0- O H ww F- F- u. 0 .Z C11 U= 0~ z KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL FIGURE 4.4.7J RISER INFLOW CURVES 0 U N 1 0. ., as w as a • 0 100 10 3.50 CFS Weir Flow ----- Orifice Flow -- -- DIEM WMMin •i .nm iuN9 :9111 :1 111111■■ =mom moo � ®�1 AO!•�aq �I NO �wA�m '��iiiuww •EMawwv IMM antmasnnno•I•ri•naamen•nem NEN gram. w IN a■ MIa11111•1111Mi!l111111111a1Oi MUM L• III alnl11%U MU1falMIIII l�lvl0NI a1 w�.ww��w.r� iii ... �wwwsw. �w�r��wr ....�ii.w�rw�.rw=m�•r�.�.�i� w w www.1. c,-..��wwi. ,.rawv.w.....L2i, �.www■....=.w!"w ��•�.— wow— .aMI..r as MEI p► %•a �.a— aar.a=aaa►�:: ��� r■ awl a'w �.� w M r p Y rw oI / /wa aa— J amps w'�aw.a.w ..mar �•.. a..r a.. w — I:i 1,111,411111•11 MR — R• �I./.1r� rrv..ar� w►J wwwa ►s. w— t� MO MI � wwwalrwas 11111111 -1 Nana as WE /A/ frAr.i l.wa maxim r..'.1 anarun mow mom ��am .gr �wre wa�MNMUMM.tl..m me rr q *AIU./.�mimi�m/ri�- .Ol%tar .711 WNW - e�waeae+....anasweai aer�Aeaiuuwr�.e,re+e.+se ma= er.eeawaei. muss= mameo riarar,o�sr�w•�iwA►yi'�i MI 11..1111 —'w. so _ ± KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL FIGURE 3.5.IC 2 -YEAR 24 -HOUR ISOPLUVIALS ht-YEAR 24 -HOUR PRECIPITATION 0.3.4 """ ISOPLUVIALS OF 2 -YEAR 24 -HOUR TOTAL PRECIPITATION IN INCHES 0 1 2 3 4 5 6 7 ! Mll.s 1: 300.000 3.5.1 -8 1/90 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL FIGURE 3.5.1E 25 -YEAR 24 -HOUR ISOPLUVIALS • ` 5 amuntor lograr021 4glritgir db 4b tot' ?5 -YEAR 24 -HOUR PRECIPITATION 3. ISOPLUVIALS OF 25 -YEAR 24-HOUR TOTAL PRECIPITATION IN INCHES 0 1 2 3 4 5 6 7 8 Mlles 1 t 300.000 3.5.1-11 ss 4,s 1/90 z ~ w 0 UD W J = F- U) u_ WO ca =w z� �o zi- w • w U � O N 01- Ww u. O w z UN I= _ O ~ z KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL FIGURE 3.5.1H 100 -YEAR 24 -HOUR ISOPLUVIALS 100 -YEAR 24 -HOUR PRECIPITATION 3-a ISOPLUVIALS OF 100 -YEAR 24 -HOUR TOTAL PRECIPITATION IN INCHES 0 1 y 5 6 7 6M11.5 1: 300,000 3.5.1 -13 1/90 10' Frame and Cover, Access Risers, Galvanized Ladder 2 Places - DETENTION VAULTS 3 -SIDED BOX SYSTEM End Wall Section Inlet Pipe Size and Location As Required Inlet Length As Required To Meet Total Detention Capacity OPTIONAL Sump With Grating Outlet Pipe End Wall Section With Flow Restrictor and Overflow Inside Width - See Chart 10" r-- s Orifice Pipe By Others OPTIONAL Divider Wall L 6" Minimum Overflow Depth x m c e SECTION VIEW UTILITY VAULT COMPANY P.O. BOX 588 Phone (206) 839.3500 Auburn, Washington 980710588 Fax (206) 735 -4201 Copyright 01992 O Otdeastle Recast, Inc, All Rights Reserved 10, -0" Base Section 6' -2" DETENTION VAULT SIZING CHART GALLONS PER LINEAR FOOT NOTES: Utility Vault Company Detention Vaults Meet Requirements For King County Detention Vaults, ( King County Surface Water Design Manual, Section 4.4.6 ) Each Detention Vault Is Custom Designed and Produced To Meet Project and Jobsite Requirements. CONTACT UTILITY VAULT COMPANY REPRESENTATIVE FOR DETAILS. • ITEMS SHOWN ARE SUBJECT TO CHANGE WITHOUT NOTICE. FOR DETAILS SEE REVERSE SIDE. 143 Issue: January, 1996 .. vet `lays`r,trvt.t!ar .iv.{rv!t .'K'te!A;, N!r !vr. y�wwrnTx -'^h� � „L,��S•- �,�.:r1�'rS!•�c,a� C.. a. ;.� . 1 1.,,r;.�: y,,., r, .. s 'i,,'�:'i�s:5 ";n�>>';� /t•; ::t, � �.� r {, +rg. INSIDE HEIGHT 3' -0" 4' -0" 5' -0" 6' -0" 7' -0" 8' -0" 10' -0" 187 262 337 411 486 561 12' -0" 218 309 400 491 582 673 _ 13' -0" 237 335 433 532 631 729 I INSIDE WIDTF 14' -0" 256 361 467 573 679 785 15' -0" 275 387 501 614 728 842 16' -0" 293 414 534 655 776 898 17' -0" 312 440 568 696 825 954 18' -0" 331 466 601 737 873 1,010 19' -0" 349 • 492 635 778 922 1,066 20' -0" 368 518 669 820 971 1,122 DETENTION VAULT SIZING CHART GALLONS PER LINEAR FOOT NOTES: Utility Vault Company Detention Vaults Meet Requirements For King County Detention Vaults, ( King County Surface Water Design Manual, Section 4.4.6 ) Each Detention Vault Is Custom Designed and Produced To Meet Project and Jobsite Requirements. CONTACT UTILITY VAULT COMPANY REPRESENTATIVE FOR DETAILS. • ITEMS SHOWN ARE SUBJECT TO CHANGE WITHOUT NOTICE. FOR DETAILS SEE REVERSE SIDE. 143 Issue: January, 1996 .. vet `lays`r,trvt.t!ar .iv.{rv!t .'K'te!A;, N!r !vr. y�wwrnTx -'^h� � „L,��S•- �,�.:r1�'rS!•�c,a� C.. a. ;.� . 1 1.,,r;.�: y,,., r, .. s 'i,,'�:'i�s:5 ";n�>>';� /t•; ::t, � �.� r {, +rg. DETENTION VAULTS 3 -SIDED BOX SYSTEM Inside Length As Required 24" Dia. Clear Access With Ladder 2 Places To Meet Total Detention Capacity t –fit I OUTLET E A /_�= E Sump With Grating 10' -0" Top Section 0 38" Dia. Opening In Top Section 24" Frame and Cover Bolt -Down Marked "DRAIN" 2 Places 10' -0" Base Section 24" Dia. Risers As Required 38" - 24" Dia. Reducer r- Li_ t- Divider Wall Orifice Pipe 0 0 I See Weld Connection Detail PLAN VIEW Frames and Covers, Access Risers Not Shown — 6" Minimum Overflow Depth .e .} Galvanized Steel Ladder 2 places )UTLET L,rjo 3'-6" sq. Sump With Grating and 2' x 2' Hinged Opening Grout 1'-0" <O rI3 INLET 8" End Wall o1 Inside Width Divider Wall Orifice Pipe INLET' •L n. ,1'- SECTION VIEW Top Surface ( Base and Top ) DECK, BASE KEY DETAIL Typical Between Top Sections and Between Base Sections Grout Flatbar - 7" Long Customer To Field Weld Top Surface ( Base and Top ) WELD CONNECTION Weld Angle - 8" Long Typical Between Top Sections and Between Base Sections 143.1 1' -0" ( Sides ) 6 "( Ends ) Grout Exterior Face VERTICAL KEY DETAIL Typical Between Top Section Interior Surface Grout FOOTING KEY DETAIL . rtng4^ k�WMN .:•'kinV <)+'We�T+Hf^.sw..l�n va.! See Chart On Front 3.0 CONVEYANCE SYSTEM DESIGN AND ANALYSIS 3.0 CONVEYANCE SYSTEM DESIGN AND ANALYSIS 3.1 The biofiltration swale is designed to treat the 2- year /24 -hour storm event based on the King County Surface Water Design Manual Special Requirement 1.3.5 Because of the proposed water depth of 8 inches, the swale must be planted with emergent wetland vegetation. To accommodate the required 9 minute retention time, a 105 -foot biofiltration swale is proposed. Velocity = 0.19 ft. /s 0.19 ft. /s x 60s = 11.4 ft. /min. 11.4 ft. /min. x 9 min. = 102.6 ft. Use L = 105 ft. 3.2 The storm drainage conveyance system is designed for 25- year /24 -hour runoff based on the King County Surface Water Design Manual. Please refer to the enclosed calculations and Basin Map insert. 6 ` m4L' rMki !Rlk9.l`�R!lY,a!anlrx�c.�enr.�m �.a 6315.005 [BDS /ec /ph] Parkway Supercenter Worksheet for Trapezoidal Channel Project Description Project File Worksheet Flow Element Method Solve For p:\ sdskproj163151engineering \flowmaster \6315.fm2 Bioswale Calculations Trapezoidal Channel Manning's Formula Bottom Width Input Data Mannings Coefficient Channel Slope Depth Left Side Slope Right Side Slope Discharge 0.350 0.005000 ft/ft 0.67 ft 3.000000 H : V 3.000000 H : V 0.89 cfs Results Bottom Width Flow Area Wetted Perimeter Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow is subcritical. 4.94 ft 4.66 ft2 9.18 ft 8.96 ft 0.10 ft 3.971131 ft/ft 0.19 ft/s 0.57e -3 ft 0.67 ft 0.05 10/16/98 04:40:22 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 FlowMaster v5.15 Page 1 of 1 CONCRETE SIDEWALK z 5 $ z § z 6" TOP SOIL ��r cc 0 y cc a 0 0 LL t _ m O. 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WATER DESIGN MANUAL MAINTENANCE REQUIREMENTS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES NO. 1 - PONDS Maintenance Component Defect Conditions When Maintenance is Needed Results Expected When Maintenance Is Performed General Side Slopes of Pond Storage Area Pond Dikes Emergency Overflow /Spillway Trash & Debris Poisonous Vegetation Pollution Unmowed Grass/ Ground Cover Rodent Holes Insects Tree Growth Erosion Sediment Settlements Rock Missing Any trash and debris which exceed 1 cubic foot per 1000 square feet (this is about equal to the amount of trash it would take to fill up one standard size office garbage can). In general, there should be no visual evidence of dumping. Any poisonous vegetation which may constitute a hazard to County personnel or the public. Examples of poisonous vegetation include: tansy ragwort, poison oak, stinging nettles, devils club. Oil, gasoline, or other contaminants of one gallon or more or any amount found that could: 1) cause damage to plant, animal, or marine life; 2) constitute a fire hazard; or 3) be flushed downstream during rain storms. 11 facility is located in private residential area, mowing Is needed when grass exceeds 18 inches In height. In other areas, the general policy is to make the pond site match adjacent ground cover and terrain as long as there is no interference with the function of the facility. Any evidence of rodent holes if facility is acting as a dam or berm, or any evidence of water piping through dam or berm via rodent holes. When insects such as wasps and hornets interfere with maintenance activities. Tree growth does not allow maintenance access or interferes with maintenance activity (i.e., slope mowing, silt removal, vectoring or equipment movements). 11 trees are not interfering with access, leave trees alone. Eroded damage over 2 inches deep where cause of damage is still present or where there is potential for continued erosion. Accumulated sediment that exceeds 10% of the designed pond depth. Any pars of dike which has settled 4 inches lower than the design elevation. Only one layer of rock exists above native soil in area five square feet or larger, or any exposure of native soil. Trash -and debris cleared from site. No danger of poisonous vegetation where County personnel or the public might normally be. (Coordination with Seattle /King County Health Department) No contaminants present other than a surface film. (Coordination with Seattle /King County Health Department) When mowing Is needed, grass /ground cover should be mowed to 2 inches in height. Rodents destroyed and dam or berm repaired. (Coordination with Seattle/ King County Health Department) Insects destroyed or removed from site. Trees do not hinder maintenance activities. Selectively cultivate trees such as alders for firewood. Slopes should be stabilized by using appropriate erosion control moasure(s): e.g., rock reinforcement, planting of grass, compaction. Sediment cleaned out to designed pond shape and depth; pond reseeded if necessary to control erosion. Dike should be built back to the design elevation. Replace rocks to design standards. A -1 {f!°+SF')YiWa.r... ._h, i„",�,'f:311'f�; wit' r?•: K! hnVwY��' i:` h•.?': 1>'?.)"- Y7. •.':.1?�': /.+'i:::,�!'°.+5.t: ^• .. .�... 1/90 z w 6 1 00 rn J = H NW WO 2Q LL? l-W z� H O z W • 0 • ca 0— CI I— W • LU LL' O WZ O • ~ Z KING COUN1 r, WASHINGTON, SURFACE WATER DESIGN MANUAL "'^ 4 - CONTROL STRUCTURE /FLOW RESTRICTOR Maintenance Component Defect Conditions When Maintenance Is Needed Results Expected When Maintenance Is Performed General Cieanout Gate Ormce Plate Overflow Pipe Manhole Catch Basin Trash and Debris (Includes Sediment) Structural Damage Damaged or Missing Damaged or Missing Obstructions Obstructions Distance between debris build -up and bottom of orifice plate Is less than 1 -1/2 feet. Structure is not securely attached to manhole wall and outlet pipe structure should support at least 1,000 pounds of up or down pressure. Structure is not In upright position (allow up to 10% from plumb). Connections to outlet pipe are not watertight and show signs of rust. My holes — other than designed holes — In the structure. Cleanout gate is not watertight or is missing. Gate cannot be moved up and down by one maintenance person. Chain leading to gate is missing or damaged. Gate Is rusted over 50% of its surface area. Control devioe Is not working properly due to missing, out of place, or bent orifice plate. My trash, debris, sediment, or vegetation blocking the plate. My trash or debris blocking (or having the potential of blocking) the overflow PiP °. See 'Closed Detention Systems' Standard No. 3. See "Catch Basins' Standard No. 5. All trash and debris removed. Structure securely attached to wall and outlet pipe. _ Structure in correct position. Connections to outlet pipe are watertight; structure repaired or replaced and works as designed. Structure has no holes other than designed holes. Gate is watertight and works as designed. Gate moves up and down easily and Is watertight. Chain Is in place and works as designed. Gate Is repaired or replaced to meet design standards. Plate Is in place and works as designed. Plate Is free of all obstructions and works as designed. Pipe Is free of all obstructions and works as designed. Sao "Closed Detention Systems' Standard No. 3. See 'Catch Basins' Standard No. 5. A -4 11F774.SY�:t!R: 3!+!.tn.S. »o.F!rah+S l.K!h ^G4«"�'�' ell` 1! 3'. lt�rts ;ntf�i + ;t?ti.�5'�e•yne••r,,.u;� rv� 1•�Ewrurnh +.vrt;^,�:. 1/90 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL NO. 5 - CATCH BASINS Maintenance Component Defect Conditions When Maintenance la Needed Results Expected When Maintenance Is Performed General Trash & Debris (Includes Sediment) Structural Damage to Frame and /or Top Slab Cracks in Basin Walls /Bottom Settlement/ Misalignment Are Hazard Vegetation Pollution Trash or debris of more than 1/2 cubic foot which is located immediately in front of the catch basin opening or is blocking capacity of basin by more than 10 %. Trash or debris (in the basin) that exceeds 1/3 the depth from the bottom of basin to invert of the lowest pipe into or out of the basin. Trash or debris in any inlet or outlet pipe blocking more than 1/3 of its height. Dead animals-or vegetation that could generate odors that would cause complaints or dangerous gases (e.g., methane). Deposits of garbage exceeding 1 cubic foot in volume. Corner of frame extends more than 3/4 inch past curb face into the street (if applicable). Top slab has holes larger than 2 square inches or cracks wider than 1/4 inch (intent is to make sure all material is running into tho basin). Frame not sitting flush on top slab, i.e., separation of more than 3/4 inch of the frame from the top slab. Cracks wider than 1/2 Inch and longer than 3 feet, any evidence of soil particles entering catch basin through cracks, or maintenance person judges that structure is unsound. • Cracks wider than 1/2 Inch and longer than 1 foot at the joint of any inlet /outlet pipe or any evidence of soil particles entering catch basin through cracks. Basin has settled more than 1 inch or has rotated more than 2 inches out of alignment. Presence of chemicals such as natural gas, oil, and gasoline. Vegetation growing across and blocking more than 10% of the basin opening. Vegetation growing in inlet /outlet pipe joints that is more than six inches tall and less than six inches apart. Nonflammable chemicals of more than 1/2 cubic foot per three feet of basin length. No trash or debris located immediately in front of catch basin opening. No trash or debris in the catch basin. Inlet and outlet pipes free of trash or debris. No doad animals or vegetation present within the catch basin. No condition present which would attract or support the breeding of insects or rodents. Frame is even with curb. Top slab is free of holes and cracks. Frame is sitting flush on top slab. Basin replaced or repaired to design standards. No cracks more than 1/4 Inch wide at the joint of Inlet /outlet pipe. Basin replaced or repaired to design standards. No flammable chemicals present. No vegetation blocking opening to basin. No vegetation or root growth present. No pollution present other than surface film. A -5 1/90 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL NO. 5 - CATCH BASINS (Continued) :ialntenance Component Defect Conditions When Maintenance Is Needed Results Expected When Maintenance Is Performed Catch Basin Cover Ladder Metal Grates (if applicable) Cover Not in Place Locking Mechanism Not Working Cover Difficult to Remove Ladder Rungs Unsafe Trash and Debris Damaged or Missing Cover is missing or only partially in place. Any open catch basin requires maintenance. Mechanism cannot be opened by one maintenance person with proper tools. Bolts Into frame have less than 1/2 inch of thread. One maintenance person cannot remove lid after applying 80 lbs. of lift; intent is keep cover from sealing off access to maintenance. Ladder Is unsafe due to missing rungs, misalignment, rust, cracks, or sharp edges. Grate with opening wider than 7/8 inch. Trash and debris that is blocking more than 20% of grate surface. Grate missing or broken member(s) of the grate. Catch basin cover is closed. Mechanism opens with proper tools. Cover can be removed by one maintenance person. Ladder meets design standards and allows maintenance person safe access. Grate openings meet design standards. Grate free of trash and debris. Grate is in place and meets design standards. • A -6 1/90 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL NO. 10 - CONVEYANCE SYSTEMS (Pipes & Ditches) Maintenance Component Defect Conditions When Maintenance Is Needed Results Expected When Maintenance Is Performed Pipes Open Ditches Catch Basins Debris Barriers (e.g., Trash Rack) Sediment & Debris Vegetation Damaged Trash & Debris Sediment Vegetation Erosion Damage to Slopes Rock Lining Out of Place or Missing (tf Applicable) Accumulated sediment that exceeds 20% of the diameter of tho pipe. Vegetation that reduces free movement of water through pipes. Protective coating Is damaged; rust is causing more than 50% deterioration to any part of pipe. My dent that decreases the cross section area of pipe by more than 20 %. Trash and debris exceeds 1 cubic foot per 1,000 square feet of ditch and slopes. Accumulated sediment that exceeds 20% of the design depth. Vegetation that reduces free movement of water through ditches. See 'Ponds' Standard No. 1 Maintenance person can see native soil beneath the rock lining. See "Catch Basins" Standard No. 5 See 'Debris Barriers' Standard No. 6 Pipe cleaned of all sediment and debris. All vegetation removed so water flows freely - through pipes. Pipe repaired or replaced. Pipe repaired or replaced. Trash and debris cleared from ditches. Ditch cleaned /flushed of all sediment and debris so that it matches design. Water flows freely through ditches. See 'Ponds" Standard No. 1 Replace rocks to design standard. See "Catch Basins' Standard No. 5 See "Debris Barriers' Standard No. 6 A -11 1/90. . _ - - a., 1�%�Ml.!MAp�FAUrn+»ASn±+"�erwf+ a+po w,�:ht�'+' o;r�re}wx�71��:m:'lwiueMSrkhnm ^fi �u!asvr�+:r.,,raR a +A.96;v,Snrzrmyro�r.�4'r. ,�4m Y`•rw.r� ui�arnrn� +Mry•s.+. +�r x�� at.7.+,r.++ +.Rv KING COUNTY. WASHINGTON, SURFACE WATER DESIGN MANUAL NO. 11 - GROUNDS (Landscaping) Maintenance Component Detect Conditions When Maintenance 1s Needed Results Expected When Maintenance Is Performed General Trees and Shrubs Weeds (Nonpoisonous) Safety Hazard Trash or Utter Damage Weeds growing in more than 20% of the landscaped area (trees and shrubs only). My presence of poison Ivy or other poisonous vegetation. Paper, can, bottles, totalling more than 1 cubic foot within a landscaped area (trees and shrubs only) of 1,000 square feet. Umbs or parts of trees or shrubs that are split or broken which affect more than 25% of the total foliage of the tree or shrub. Trees or shrubs that have been blown down or knocked over. Trees or shrubs which are not adequately supported or are leaning over, causing exposure of the roots. Wends present In Toss than 5% of the landscaped area. No poisonous vegetation present in a landscaped area. Area clear of litter. Trees and shrubs with Tess than 5% of the total foliage with split or broken limbs. Tree or shrub in place froe of Injury. Tree or shrub in place and adequately supported; remove any dead or diseased trees. A -12 1/90 err .:.:+.avc?.:e:eawrrmrramnv^��; , nrr� :✓acrsrts*vxut�*a..n2!=='"mrrt+.mr< or v7?oz*.......v.1 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL NO. 12 - ACCESS ROADS /EASEMENTS Maintenance Component Defect Conditions When Maintenance Is Needed Results Expected When Maintenance Is Performed General Road Surface Shoulders and Ditches Trash and Debris Blocked Roadway Settlement, Potholes, Mush Spots, .Ruts Vegetation in Road Surface Erosion Damage Weeds and Brush Trash and debris exceeds 1 cubic foot per 1,000 square feet, i.e., trash and debris would fill up ono standard size garbage can. Debris which could damage vehicle tires (glass or metal). Any obstructions which reduce clearance above road surface to Tess than 14 feet. Any obstructions restricting the access to a 10- to 12 -foot width for a distance of more than 12 feet or any point restricting access to less than a 10 foot width. When any surface defect exceeds 6 inches In depth and 6 square feet In area. In general, any surface defect which hinders or prevents maintenance access. Weeds growing in the road surface that are more than 6 inches tall and loss than 6 Inches apart within a 400- square -foot area. Erosion within 1 foot of the roadway more than 8 inches wide and 6 inches deep. Weeds and brush exceed 18 Inches In height or hinder maintenance access. Trash and debris cleared from situ. Roadway free of debris which could damage tires. Roadway overhead clear to 14 feet high. Obstruction removed to allow at least a 12 -foot access. Road surface uniformly smooth with no evidence of settlement, potholes, mush spots, or ruts. Road surface free of weeds taller than 2 inches. Shoulder free of erosion and matching the surrounding road. Weeds and brush cut to 2 inches in height or cleared In such a way as to allow maintenance access. A -13 APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES NO. 13 - WATER QUALITY FACILrnES (CONTINUED) D.) Wetvaults Maintenance Defect Component Wetvault Trash/ Debris Accumulation Condition When Maintenance is Needed Results Expected When Maintenance is Performed Sediment Accumulation in Vault Damaged Pipes Access Cover Damaged/ Not Working Vault Structure Damaged Baffles Access Ladder Damage Trash and debris accumulated in vault, pipe or inlet/ outlet, (includes floatables and non- floatables). Sediment accumulation in vault bottom that exceeds the depth of the sediment zone plus 6- inches. Inlet/ outlet piping damaged or broken and in need of repair. Cover cannot be opened or removed, especially by one person. Vault: Cracks wider than 1/2 -inch and any evidence of soil particles entering the structure through the cracks, or maintenance/ inspection personnel determines that the vault is not structurally sound. Baffles corroding, cracking, warping and/ or showing signs of failure as determined by maintenance/ inspection staff. Ladder is corroded or deteriorated, not functioning properly, missing rungs, has cracks and/ or misaligned. Trash and debris removed from vault. Removal of sediment from vault. Pipe repaired and/ or replaced. Pipe repaired or replaced to proper working specifications. No cracks wider than 1 / 4-inch at the Joint of the inlet/ outlet pipe. Vault is determined to be structurally sound. Repair or replace baffles to specifications. ladder replaced or repaired to specifications, and Is safe to use as determined by inspection personnel. 1998 Surface Water Design Manual ns A -13 tr, 9/1/98 5.0 OTHER REPORTS ,.milli....a:ets7:tLYtivbi. tilLUBY W JU 00 0. co im -_ F- �W W0 J LL H =. z� F- O z D, • � o I W W. u_. w Z' 0 z OUR JOB NO. 6315 SEPTEMBER 15, 1998 Prepared By: BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251 -6222 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES No ENG 1�- s:lli!_.." lU." +. 'L':3 ' a. Y4iV' r. i. il.:'. flit•.;:..�.�,�r.4i.:3�1.".nc :5 >:.�, Z W re 2 6 —JU 00 N0 J = f- • LL. WO �< =• d �... W Z= H F- O ZF- LU w U Ca O — 0 W W S H 0 -4: O WZ O — - O ~ z TABLE OF CONTENTS 1.0 INTRODUCTION 2.0 HYDROLOGY 3.0 CONCLUSION APPENDIX BASIN SUMMARIES AND DETENTION CALCULATIONS SOILS MAP BASIN MAP CITY OF TUKWILA ZONING DESIGNATIONS BACKWATER CALCULATIONS 1.0 INTRODUCTION The proposed project is the redevelopment of an existing parking lot located on the southeast corner of Southcenter Parkway and South 180th Street, within Section 35, Township 23 North, Range 4 East, City of Tukwila, Washington. The proposed project will be the development of the commercial project known as Parkway Supercenter. The City of Tukwila has asked Barghausen Consulting Q Engineers, Inc., to analyze the existing culvert located within the subject property, running H W approximately south to north, for its capability to convey the flow during a 25- year /24 -hour storm w g event under fully developed conditions in the drainage basin located south of the subject project that 6 v contributes to it. The 25- year /24 -hour storm event will be analyzed for conveyance such that all U o catch basins in the pipe system will have 6 inches of freeboard during the storm event. The u) w 100- year /24 -hour developed conditions would be routed through the same culvert to determine flood impacts. 0 This analysis follows two alternates of determining culvert flow. Alternate No. 1 is to use the current design with the plans submitted to the City of Tukwila as of this date, which show the existing CMP " Q culvert in service at a negative slope and being tied into a 36 -inch CPEP culvert with a Manning's = a "n" value of 0.012, ultimately tying into a new bioswale that will eventually reach the same discharge F— _ point where the site currently discharges. Alternate No. 1 assumes no detention upstream. ? Alternate No. 2 assumes that when the upstream basin is completely developed, detention will be z O provided with each development. This reduced the peak flow during a 100- year /24 -hour storm to approximately 60 percent of the peak runoff rate without detention. See the calculations in the v 0 Appendix. For both Alternate No. 1 and Alternate No. 2, a backwater analysis was performed on p N the proposed culvert system, which includes the existing culvert. o ww Pursuant to conversations with the City of Tukwila maintenance personnel, the existing pump station, the south side of South 180th Street, utilizes three 5,600- gallons -per- minute pumps with an _ z additional 2,500- gallons -per- minute pump, which will all operate at peak flow conditions, and are 0 capable of pumping 43 cubic feet per second at full flow. This could cause a problem, as with the analysis of this project we have determined that during a 25- year /24 -hour existing conditions storm z event there will be 22.72 cubic feet per second flowing through the culvert system into the pump station. During a 25- year /24 -hour fully developed condition, there will be 44.67 cubic feet per second flowing into the pump station. During a 100- year /24 -hour existing conditions storm event, 29.63 cubic feet per second will be flowing into the culvert system, and during a 100- year /24 -hour fully developed basin with no detention there will be 54.43 cubic feet per second flowing into the pump system. Please refer to the Basin Summary located within the Appendix of this report for the analysis performed to size these hydrographs. As you can see, the pump station is not capable of handling the 100- year /24 -hour developed conditions storm event without detention. With detention, this analysis determines the 100 -year peak flow to be 31.85 cfs. A backwater analysis was performed on the culvert system, and during a 100- year /24 -hour conditions storm event without detention, the headwater elevation at the entrance to the existing culvert was 29.84 with the existing CMP culvert. However, with detention, the 100- year /24 -hour existing culvert headwater elevation was 24.39, allowing approximately 1 foot of freeboard in the channel. See the Appendix of this report for the backwater analysis for each design storm event. ;C�.''�3�5�M�ri';ni YSfiM1. �. tv4UjLao, Yrs,• �, r,^�!.rjitiv:��n��cr�ewin„�t'•^ yr;.sv�;•,,q• <�,pr�c � . 6315.004 [JPJ /jss /sm] • 2.0 HYDROLOGY The existing basin was determined to be 125 acres in size, with 15 acres consisting of an existing gravel pit owned and operated by Segale Construction Company. Fourteen acres of the existing basin will be considered Woodinville soils, having a Type "D" hydrologic soil group, with the remaining 111 acres as a Type "C" soil. Please see the Soils Map within the Appendix of this report. For the existing basin, which is mostly undeveloped, of which 110 acres were assumed to be pervious, the weighted pervious CN was 79.4. The existing basin was assumed to have 15 acres of impervious surfaces. For a fully developed basin, it was assumed that zoning type LDR was 15 percent impervious, of which there were 55 acres, taken from the zoning map provided by the City of Tukwila. Please see the Appendix of this report for the zoning map. Forty-five acres were considered pervious with a curve number of 86, and the remaining 10 acres were impervious with a curve number of 98. For the fully developed basin, the zoning area of TVS (Tukwila Valley South) was determined to be 66 acres, which 70 percent was assumed to be impervious, and created 46 acres with a curve number of 93, and 20 acres with a pervious curve number of 88. In the MUO zoning area, 4 acres were assumed to be 80 percent impervious, 3.2 acres with a curve number 98, and 0.8 acre of pervious with a curve number of 88. For the fully developed basin, the weighted curve number for the pervious conditions was 86.2, and for the impervious surfaces, the curve number was utilized at 98. Please see the Basin Summary within the Appendix of this report for the hydrologic assumptions used to determine these hydrographs. This is considered to be a very conservative analysis of the fully developed basin, which was physically explored prior to determining hydrographs for this basin to determine an area that contributes to this on -site culvert system. It is determined that no runoff from Interstate Highway 5 will contribute to the site. We have investigated drainage maps with the Washington State Department of Transportation and field visited the freeway system to determine where runoff travels. 6315.004 [JPJ /jss /sml . g+ �k• �r: tih"'';,! rryytN:" ?l.; a. Nw: iT"' �pfh' Mrwr tr- r;}x�:+hnr:�;fiiv : cull •:t;- .•"�eiyi'1'i1'::.kk:: }i 3.0 CONCLUSION If the City of Tukwila requires detention for new development in the upstream basin to standards at least as rigorous as required by the 1990 King County Surface Water Design Manual, then the existing on -site culvert should convey the flows from a fully- developed basin with surcharge water elevation of 24.39, which is approximately 5 feet below road crossing elevation. If the City of Tukwila does not require detention in the upstream basin, then a headwall could be constructed at the entrance to the existing 36 -inch culvert above elevation 29.$4. This would force the 100- year /24 -hour developed condition storm through the on -site culvert system, although the existing pump station would not be able to handle the flow of 54.40 cfs. 6315.004 [JPJ /jss /sm] 4t:¢:.. :iiz; Sci'r1 _ °s tetA lh>e:ti ', :Ih tt a siR; a. a•r . ":1C'.S::aa APPENDIX • BASIN SUMMARIES AND DETENTION CALCULATIONS ::�IY�n' + }k.:. ".liN(�n �+'rh.�Yt^i�?65",�•.S'v 1.y',ri�a:XG'�:I3StiiL! """ASR., . P File Input Hydrograph Storage Discharge LPool Proj: 6315 -UP1 ieeeeeeeeeeeeeedeeeeeeee deeeRouting Comparison Tableeeeeeeeeeeeeeeeeeeeeeeeeeeei MATCH INFLOW STO DIS PEAK PEAK OUT Z DESCRIPTION PEAK PEAK No. No. STG OUT HYD • _L • •- =C =C- C- J=CCC =31C =-.- C--aC. � i' SC =- =C.CS- C= =S= CCC3C:J.CCCC -.CCC= __ • i-- Z '2 YR EVENT 8.13 21.33 1 1 102.65 8.13 1 • te w ' 10 YR EVENT 16.98 36.11 1 1 103.90 16.98 2 o •2 YR FINAL ROUTED 0.00 21.33 2 1 102.31 7.59 3 • U O ' 10 YR FINAL ROUTED 0.00 36.11 2 1 103.55 15.40 4 to ❑ '100 YR ROUTED 0.00 54.43 2 3 104.56 31.85 5 EU Z I- CO_ • • W O • J • u_ (A . _ = U • S=- L' g=- CCi= 3CaCC=aC >Oone <==aoasa=v- =a=ao=c =c I.- w Press any key to exit Z = added eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeed deeeeeeeeeeeef H 1- 0 Z 1- U.1 • w 0 Ca O N • ❑ 1- ww Menu: Perform Level pool computations using input table instructions LL H LL O. P File Input Hydrograph Storage Discharge LPool Proj: 6315 -UP1 i,jN Shareware Release U F- = ie[ ±]eeeeeeeeeeeeeeeeeeeee Display Level Pool Result's eeeeeeeeeeeeeeee @eeeeeeeel I'- • O • ' Z Match Inflow Storage Disch Peak Peak Peak ' ' Description Peak Peak ID ID Stage Volume Out • ' 2 YR EVENT 8.13 21.33 1 1 102.65 145130 8.13 ' • 10 YR EVENT 16.98 36.11 1 1 103.90 223084 16.98 ' ' 2 YR FINAL ROUTED 21.33 2 1 102.31 160167 7.59 • • 10 YR FINAL ROUTED 36.11 2 1 103.55 255049 15.40 • . 100 YR ROUTED 54.43 2 3 104.56 336936 31.85 • • Ok E 00000000 aeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeedeeeeeeeeeeeeeeeeeef 9/15/98 11:17:29 am Sharewa::c Release PARKWAY SUPERCENTER CULVERT ANALYSIS JOB NO. 6315 WORKS4 FILE NO. 6315UP1.BSN page 1 BASIN ID: 100DEV SBUH METHODOLOGY TOTAL AREA RAINFALL TYPE PRECIPITATION TIME INTERVAL BASIN SUMMARY NAME: 100 YR FULLY DEVELOPED • 125.00 Acres TYPE1A 3.96 inches 10.00 min BASEFLOWS: 0.00 cfs PERV IMP AREA..: 69.75-Acres 55.25 Acres CN 86.20 98.00 TC 48.62 min 48.62 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 300.00 ns:0.1500 p2yr: 2.00 s :0.2200 TcReach - Shallow L: 600.00 ks:27.00 s:0.0050 TcReach - Channel L:3600.00 kc:42.00 s:0.0020 impTcReach - Sheet L: 300.00 ns:0.1500 p2yr: 2.00 s:0.2200 impTcReach - Shallow L: 600.00 ks:27.00 s:0.0050 impTcReach - Channel L:3600.00 kc:42.00 s:0.0020 PEAK RATE: 54.43 cfs VOL: 31.85 Ac -ft TIME: 490 min BASIN ID: 100EX SBUH METHODOLOGY TOTAL AREA RAINFALL TYPE PRECIPITATION TIME INTERVAL NAME: 100 YR EXISTING CONDITIONS • 125.00 Acres • • • TYPE1A 3.96 inches 10.00 min BASEFLOWS: 0.00 cfs PERV AREA..: 110.00 Acres CN 79.40 TC 86.84 min IMP 15.00 Acres 98.00 10.79 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 300.00 ns:0.8000 p2yr: 2.00 s:0.2200 TcReach - Shallow L: 500.00 ks:3.00 s:0.2200 TcReach - Channel L:2000.00 kc:20.00 s:0.0020 impTcReach - Sheet L: 300.00 ns:0.0110 p2yr: 2.00 s:0.0050 impTcReach - Shallow L: 500.00 ks:27.00 s:0.0050 PEAK RATE: 29.63 cfs VOL: 22.64 Ac -ft TIME: 480 min BASIN ID: 10DEV SBUH METHODOLOGY TOTAL AREA NAME: 10 YR FULLY DEVELOPED • 125.00 Acres RAINFALL TYPE PRECIPITATION TIME INTERVAL TYPE1A 2.90 inches 10.00 min BASEFLOWS: 0.00 cfs PERV AREA..: 69.75 Acres CN • 86.20 TC 48.62 min IMP 55.25 Acres 98.00 48.62 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 300.00 ns:0.1500 p2yr: 2.00 s:0.2200 TcReach - Shallow L: 600.00 ks:27.00 s:0.0050 TcReach - Channel L:3600.00 kc:42.00 s:0.0020 impTcReach - Sheet L: 300.00 ns:0.1500 p2yr: 2.00 s:0.2200 impTcReach - Shallow L: 600.00 ks:27.00 s:0.0050 impTcReach - Channel L:3600.00 kc:42.00 s:0.0020 PEAK RATE: 36.11 cfs VOL: 21.54 Ac -ft TIME: 490 min z �z ce w QQ� JU U0 U) 0 J w • 0 H O N 0I- wW H r. - U. O z U= O~ z 9/15/98 11:17:29 am Shareware Release PARKWAY SUPERCENTER CULVERT ANALYSIS JOB NO. 6315 WORKS4 FILE NO. 6315UP1.BSN page 2 BASIN SUMMARY BASIN ID: 10EX NAME: 10 YR EXISTING CONDITIONS SBUH METHODOLOGY TOTAL AREA • 125.00 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE TYPE1A PERV PRECIPITATION 2.90 inches AREA..: 110.00 Acres TIME INTERVAL 10.00 min CN • 79.40 TC 86.84 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 300.00 ns:0.8000 p2yr: 2.00 s:0.2200 TcReach - Shallow L: 500.00 ks:3.00 s:0.2200 TcReach - Channel L:2000.00 kc:20.00 s:0.0020 impTcReach - Sheet L: 300.00 ns:0.0110 p2yr: 2.00 s:0.0050 impTcReach - Shallow L: 500.00 ks:27.00 s:0.0050 PEAK RATE: 16.98 cfs VOL: 13.78 Ac -ft TIME: IMP 15.00 Acres 98.00 10.79 min BASIN ID: 25DEV SBUH METHODOLOGY TOTAL AREA • RAINFALL TYPE PRECIPITATION TIME INTERVAL NAME: 25 YR FULLY DEVELOPED 125.00 Acres TYPE1A 3.40 inches 10.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 300.00 ns:0.1500 p2yr: 2.00 s:0.2200 TcReach - Shallow L: 600.00 ks:27.00 s:0.Q050 TcReach - Channel L:3600.00 kc:42.00 s:0.0020 impTcReach - Sheet L: 300.00 ns:0.1500 p2yr: 2.00 s:0.2200 impTcReach - Shallow L: 600.00 ks:27.00 s:0.0050 impTcReach - Channel L:3600.00 kc:42.00 s:0.0020 PEAK RATE: 44.67 cfs VOL: 26.36 Ac -ft TIME: 480 min BASEFLOWS: 0.00 cfs PERV AREA..: 69.75 Acres CN 86.20 TC 48.62 min IMP 55.25 Acres 98.00 48.62 min BASIN ID: 25EX SBUH METHODOLOGY TOTAL AREA • RAINFALL TYPE PRECIPITATION TIME INTERVAL 490 min NAME: 25 YR EXISTING CONDITIONS 125.00 Acres BASEFLOWS: 0.00 cfs TYPE1A PERV IMP 3.40 inches AREA..: 110.00 Acres 15.00 Acres 10.00 min CN • 79.40 98.00 TC 86.84 min 10.79 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 300.00 ns:0.8000 p2yr: 2.00 s:0.2200 TcReach - Shallow L: 500.00 ks:3.00 s:0.2200 TcReach - Channel L:2000.00 kc:20.00 s:0.0020 impTcReach - Sheet L: 300.00 ns:0.0110 p2yr: 2.00 s:0.0050 impTcReach - Shallow L: 500.00 ks:27.00 s:0.0050 PEAK RATE: 22.72 cfs VOL: 17.85 Ac -ft TIME: 480 min 9/15/98 11:17:29 am Shareware Release PARKWAY SUPERCENTER CULVERT ANALYSIS JOB NO. 6315 WORKS4 FILE NO. 6315UP1.BSN page 3 BASIN ID: 2DEV SBUH METHODOLOGY TOTAL AREA • RAINFALL TYPE • PRECIPITATION • TIME INTERVAL ABSTRACTION COEFF: BASIN SUMMARY NAME: 2 YR FULLY DEVELOPED 125.00 Acres BASEFLOWS: 0.00 cfs TYPE1A PERV IMP 2.00 inches AREA..: 69.75 Acres 55.25 Acres 10.00 min CN • 86.20 98.00 TC 48.62 min 48.62 min 0.20 TcReach - Sheet L: 300.00 ns:0.1500 p2yr: 2.00 s:0.2200 TcReach - Shallow L: 600.00 ks:27.00 s:0.0050 TcReach - Channel L:3600.00 kc:42.00 s:0.0020 impTcReach - Sheet L: 300.00 ns:0.1500 p2yr: 2.00 s:0.2200 impTcReach - Shallow L: 600.00 ks:27.00 s:0.0050 impTcReach - Channel L:3600.00 kc:42.00 s:0.0020 PEAK RATE: 21.33 cfs VOL: 13.17 Ac -ft TIME: 490 min BASIN ID: 2EX NAME: 2 YR EXISTING CONDITIONS SBUH METHODOLOGY TOTAL AREA • 125.00 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE TYPE1A PERV PRECIPITATION 2.00 inches AREA..: 110.00 Acres TIME INTERVAL 10.00 min CN 79.40 TC 86.84 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 300.00 ns:0.8000 p2yr: 2.00 s:0.2200 TcReach - Shallow L: 500.00 ks:3.00 s:0.2200 TcReach - Channel L:2000.00 kc:20.00 s:0.0020 impTcReach - Sheet L: 300.00 ns:0.0110 p2yr: 2.00 s:0.0050 impTcReach - Shallow L: 500.00 ks:27.00 s:0.0050 PEAK RATE: 8.13 cfs VOL: 7.15 Ac -ft TIME: IMP 15.00 Acres 98.00 10.79 min 480 min 9/15/98 11:17:29 am Shareware Release PARKWAY SUPERCENTER CULVERT ANALYSIS JOB NO. 6315 WORKS4 FILE NO. 6315UP1.BSN page 4 HYDROGRAPH SUMMARY PEAK TIME VOLUME [ HYD RUNOFF OF OF Contrib NUM RATE PEAK 'HYDRO Area 1 cfs min. cf\AcFt Acres D 1 8.129 790 573632 cf 125.00 2 16.982 670 938292 cf 125.00 3 7.590 810 573632 cf 125.00 4 15.396 690 938292 cf 125.00 5 31.846 600 1387171 cf 125.00 9/15/98 11:17:36 am Shareware Release PARKWAY SUPERCENTER CULVERT ANALYSIS JOB NO. 6315 WORKS4 FILE NO. 6315UP1.BSN page 5 STORAGE STRUCTURE LIST TRAPEZOIDAL BASIN ID No. 1 Description: INITIAL POND Length: 500.00 ft. Width: 100.00 ft. Side Slope 1: 3 Side Slope 3: 3 Side Slope 2: 3 Side Slope 4: 3 Infiltration Rate: 0.00 min /inch TRAPEZOIDAL BASIN ID No. 2 Description: FINAL POND Length: 500.00 ft. Width: 130.00 ft. Side Slope 1: 3 Side Slope 3: 3 Side Slope 2: 3 Side Slope 4: 3 Infiltration Rate: 0.00 min /inch •1 9/15/98 11:17 :36 am Shareware Release PARKWAY SUPERCENTER CULVERT ANALYSIS JOB NO. 6315 WORKS4 FILE NO. 6315UPl.BSN page 6 STAGE STORAGE TABLE TRAPEZOIDAL BASIN ID No. 1 Description: INITIAL POND Length: 500.00 ft. Width: 100.00 ft. Side Slope 1: 3 Side Slope 3: 3 Side Slope 2: 3 Side Slope 4: 3 Infiltration Rate: 0.00 min /inch STAGE <---- STORAGE - - - -> STAGE < - - -- STORAGE - - - -> STAGE <---- STORAGE- -- -> STAGE <---- STORAGE - - - -> (ft) -- -cf - -- -- Ac -Ft- (ft) -- -cf--- --Ac -Ft- (ft) -- -cf --- -- Ac -Ft- (ft) -- -cf- -- -- Ac -Ft- 100.00 0.0000 0.0000 102.10 113049 2.5953 104.20 242641 5.5703 106.30 389443 8.9404 100.10 5018 0.1152 102.20 118840 2.7282 104.30 249236 5.7217 106.40 396874 9.1110 100.20 10072 0.2312 102.30 124668 2.8620 104.40 255870 5.8740 106.50 404345 9.2825 100.30 15162 0.3481 102.40 130534 2.9966 104.50 262543 6.0272 106.60 411858 9.4550 100.40 20289 0.4658 102.50 136437 3.1322 104.60 269256 6.1813 106.70 419411 9.6284 100.50 25451 0.5843 102.60 142379 3.2686 104.70 276008 6.3363 106.80 427005 9.8027 100.60 30651 0.7036 102.70 148358 3.4058 104.80 282799 6.4922 106.90 434640 9.9780 100.70 35886 0.8238 102.80 154375 3.5440 104.90 289630 6.6490 107.00 442316 10.154 100.80 41158 0.9449 102.90 160431 3.6830 105.00 296500 6.8067 107.10 450033 10.331 100.90 46467 1.0667 103.00 166524 3.8229 105.10 303410 6.9653 107.20 457791 10.509 101.00 51812 1.1894 103.10 172655 3.9636 105.20 310359 7.1249 107.30 465590 10.688 101.10 57194 1.3130 103.20 178825 4.1053 105.30 317349 7.2853 107.40 473431 10.868 101.20 62613 1.4374 103.30 185033 4.2478 105.40 324378 .7.4467 107.50 481312 11.049 101.30 68068 1.5626 103.40 191280 4.3912 105.50 331446 7.6090 107.60 489236 11.231 101.40 73561 1.6887 103.50 197564 4.5355 105.60 338555 7.7722 107.70 497200 11.414 101.50 79090 1.8157 103.60 203888 4.6806 105.70 345704 7.9363 107.80 505207 11.598 101.60 84657 1.9435 103.70 210250 4.8267 105.80 352893 8.1013 107.90 513254 11.783 101.70 90261 2.0721 103.80 216650 4.9736 105.90 360123 8.2673 108.00 521344 11.968 101.80 95902 2.2016 103.90 223090 5.1214 106.00 367392 8.4342 108.00 521344 11.968 101.90 101580 2.3320 104.00 229568 5.2702 106.10 374702 8.6020 102.00 107296 2.4632 104.10 236085 5.4198 106.20 382052 8.7707 1C te$10001kI tr,7,? ttr tprpAr4 /ro,tarte,tttk,,,,Y4Nan r!r^,w,m,•a p:i•:�`rA' Aye,.'. Xf'.^"^.,'• V, �yw:+ n• oxY^: 1: ttor,;.'.',:,•• x,: v. r..'+' x� ^•.y;•y >v,• > ^•4,+,+,e,w,,.Lrgi n:+. •...,..r�.x+.•.+.: ��a:'h wr.n v,lw .s.:u.... >.x.. trF 9/15/98 11:17:36 am Shareware Release PARKWAY SUPERCENTER CULVERT ANALYSIS JOB NO. 6315 WORKS4 FILE NO. 6315UP1.BSN page 7 STAGE STORAGE TABLE TRAPEZOIDAL BASIN ID No. 2 Description: FINAL POND Length: 500.00 ft. Width: 130.00 ft. Side Slope 1: 3 Side Slope 3: 3 Side Slope 2: 3 Side Slope 4: 3 Infiltration Rate: 0.00 min /inch STAGE <---- STORAGE----> STAGE <---- STORAGE - - - -> STAGE < - - -- STORAGE- - - -> STAGE <---- STORAGE- - - -> (ft) - --cf- -- -- Ac -Ft- (ft) -- -cf - -- -- Ac -Ft- (ft) -- -cf - -- -- Ac -Ft- (ft) -- -cf - -- -- Ac -Ft- 100.00 0.0000 0.0000 102.10 144946 3.3275 104.20 307229 7.0530 106.30 487515 11.192 100.10 6519 0.1497 102.20 152275 3.4958 104.30 315400 7.2406 106.40 496560 11.399 100.20 13076 0.3002 102.30 159644 3.6649 104.40 323613 7.4291 106.50 505648 11.608 100.30 19670 0.4516 102.40 167052 3.8350 104.50 331866 7.6186 106.60 514778 11.818 100.40 26303 0.6038 102.50 174500 4.0060 104.60 340160 7.8090 106.70 523951 12.028 100.50 32974 0.7570 102.60 181987 4.1779 104.70 348496 8.0004 106.80 533167 12.240 100.60 39683 0.9110 102.70 189514 4.3506 104.80 356873 8.1927 106.90 542425 12.452 100.70 46430 1.0659 102.80 197081 4.5244 104.90 365291 8.3859 107.00 551726 12.666 100.80 53216 1.2217 102.90 204688 4.6990 105.00 373750 8.5801 107.10 561070 12.880 100.90 60040 1.3783 103.00 212334 4.8745 105.10 382251 8.7753 107.20 570457 13.096 101.00 66902 1.5359 103.10 220020 5.0510 105.20 390793 8.9714 107.30 579886 13.312 101.10 73803 1.6943 103.20 227747 5.2283 105.30 399377 9.1684 107.40 589359 13.530 101.20 80742 1.8536 103.30 235513 5.4066 105.40 408002 .9.3664 107.50 598875 13.748 101.30 87720 2.0138 103.40 243320 5.5859 105.50 416669 9.5654 107.60 608434 13.968 101.40 94737 2.1749 103.50 251167 5.7660 105.60 425378 9.7653 107.70 618036 14.188 101.50 101793 2.3368 103.60 259054 5.9471 105.70 434128 9.9662 107.80 627682 14.410 101.60 108888 2.4997 103.70 266982 6.1291 105.80 442921 10.168 107.90 637371 14.632 101.70 116021 2.6635 103.80 274950 6.3120 105.90 451755 10.371 108.00 647104 14.855 101.80 123194 2.8281 103.90 282959 6.4958 106.00 460632 10.575 108.00 647104 14.855 101.90 130405 2.9937 104.00 291008 6.6806 106.10 469551 10.779 102.00 137656 3.1601 104.10 299098 6.8663 106.20 478512 10.985 'v tP.Ty7,'yrI t rys;u �+ 'n(xrhyetn'. Ate' ?0,A u'fi ,...w w ...,:a. .�,,. M..,.,�., 9/15/98 11:17:36 am Shareware Release PARKWAY SUPERCENTER CULVERT ANALYSIS JOB NO. 6315 WORKS4 FILE NO. 6315UP1.BSN page 8 DISCHARGE STRUCTURE LIST MULTIPLE ORIFICE ID No. 1 Description: ORIFICE DESIGN Outlet Elev: 100.00 Elev: 98.00 ft Orifice Diameter: 13.5703 in.- Elev: 102.70 ft Orifice 2 Diameter: 15.4688 in. RISER DISCHARGE ID No. 2 Description: RISER INFLOW Riser Diameter (in): 36.00 elev: 104.00 ft Weir Coefficient...: 9.739 height: 108.00 ft Orif Coefficient...: 3.782 increm: 0.10 ft COMBINATION DISCHARGE ID No. 3 Description: 1 AND 2 COMBINED Structure: 1 Structure: Structure: 2 Structure: Structure: �M? xMi' ynt' 1.A!'i5N/M, \x +�a'�tY�W.Y.MY[.4A e4.iY.0'dY,.M' !itbk:JN(.'IrY�r rrt.?. uJ4'+" t' r�Nk.. r: rWiMa! irvnxY '�'M4fi'!MN.t'.ro��W'+wxT++Ya m+�.»ni 9/15/98 11:17:36 am Shareware Release PARKWAY SUPERCENTER CULVERT ANALYSIS JOB NO. 6315 WORKS4 FILE NO. 6315UP1.BSN page 9 STAGE DISCHARGE TABLE MULTIPLE ORIFICE ID No. 1 Description: ORIFICE DESIGN Outlet Elev: 100.00 Elev: 98.00 ft Orifice Diameter: 13.5703 in." Elev: 102.70 ft Orifice 2 Diameter: 15.4688 in. STAGE <--DISCHARGE - - -> STAGE <-- DISCHARGE - - -> STAGE <-- DISCHARGE---> STAGE < -- DISCHARGE - - -> (ft) - - -cfs (ft) - - -cfs (ft) - - -cfs (ft) - - -cfs 100.00 0.0000 100.10 1.5803 100.20 2.2349 100.30 2.7372 100.40 3.1606 100.50 3.5337 100.60 3.8709 100.70 4.1811 100.80 4.4698 100.90 4.7409 101.00 4.9974 101.10 5.2413 101.20 5.4743 101.30 5.6979 101.40 5.9130 101.50 6.1205 101.60 6.3212 101.70 6.5158 101.80 6.7047 101.90 6.8884 102.00 7.0674 102.10 102.20 102.30 102.40 102.50 102.60 102.70 102.80 102.90 103.00 103.10 103.20 103.30 103.40 103.50 103.60 103.70 103.80 103.90 104.00 104.10 7.2419 7.4123 7.5789 7.7419 7.9015 8.0580 8.2115 10.416 11.414 12.212 12.906 13.531 14.108 14.647 15.157 15.642 16.106 16.552 16.982 17.398 17.802 104.20 104.30 104.40 104.50 104.60 104.70 104.80 104.90 105.00 105.10 105.20 105.30 105.40 105.50 105.60 105.70 105.80 105.90 106.00 106.10 106.20 18.194 18.576 18.949 19.313 19.669 20.017 20.359 20.693 21.022 21.345 21.663 21.975 22.283 22.585 22.884 23.178 23.468 23.754 24.037 24.316 24.591 106.30 106.40 106.50 106.60 106.70 106.80 106.90 107.00 107.10 107.20 107.30 107.40 107.50 107.60 107.70 107.80 107.90 108.00 24.864 25.133 25.399 25.662 25.922 26.180 26.435 26.687 26.937 27.184 27.429 27.672 27.912 28.151 28.387 28.621 28.853 29.084 gief� I� � wsy gnTsra:Yxy+ me r±,f,mtlEremy,fxwrfYl e�ypaaoly+J•Fa'ts�. " www+ eY UN:+ ht? nrw xi'! etj�+ a> mA= H4ifwtcl,- ,�f"�aY:gve.'h?.wg•:i`yr�,,NV. < raw .Ycuv,•,.��,:rv+,w,,,,x7y..a+. ,‘trtmi4ra,S�z+9.0474.5 9/15/98 11:17:36 am Shareware Release PARKWAY SUPERCENTER CULVERT ANALYSIS JOB NO. 6315 WORKS4 FILE NO. 6315UP1.BSN page 10 STAGE DISCHARGE TABLE RISER DISCHARGE ID No. 2 Description: RISER INFLOW Riser Diameter (in): 36.00 elev: Weir Coefficient...: 9.739 height: Orif Coefficient...: 3.782 increm: 104.00 ft 108.00 ft- 0.10 ft STAGE <--DISCHARGE---> STAGE < -- DISCHARGE - - -> STAGE <-- DISCHARGE - - -> STAGE < -- DISCHARGE - - -> (ft) - - -cfs (ft) - - -cfs (ft) - - -cfs (ft) - - -cfs 104.00 0.0000 104.00 0.0000 104.10 0.9239 104.20 2.6132 104.30 4.8008 104.40 7.3914 104.50 10.330 104.60 13.579 104.70 17.111 104.80 20.906 104.90 24.946 105.00 105.10 105.20 105.30 105.40 105.50 105.60 105.70 105.80 105.90 106.00 29.217 35.699 37.287 38.809 40.274 41.688 43.055 44.380 45.667 46.918 48.137 106.10 106.20 106.30 106.40 106.50 106.60 106.70 106.80 106.90 107.00 107.10 49.326 50.487 51.621 52.731 53.819 54.885 55.930 56.956 57.965 58.956 59.930 107.20 60.889 107.30 61.833 107.40 62.763 107.50 63.679 107.60 64.583 107.70 65.473 107.80 66.352 107.90 67.220 108.00 68.076 108.00 68.076 -- -- ..�y .gin -r•: wn,. Pr. a. �u�....... r, o... ,.r.,w...,r..,,nv,- „•,.mra...., n :,rn, �v.M,vt: -: ..•+.,..,».a.a<,» to :5wpnoh�,�nrt�r.�q,..y.Q.��m�k fl, M. „•n,. 9/15/98 11:17:36 am Shareware Release PARKWAY SUPERCENTER CULVERT ANALYSIS JOB NO. 6315 WORKS4 FILE NO. 6315UP1.BSN page 11 STAGE DISCHARGE TABLE COMBINATION DISCHARGE ID No. 3 Description: 1 AND 2 COMBINED Structure: 1 Structure: Structure: 2 Structure: Structure: STAGE <-- DISCHARGE---> STAGE <-- DISCHARGE---> STAGE <--DISCHARGE - - -> STAGE <-- DISCHARGE - - -> (ft) - - -cfs (ft) - - -cfs (ft) - - -cfs (ft) - - -cfs 100.00 0.0000 100.10 1.5803 100.20 2.2349 100.30 2.7372 100.40 3.1606 100.50 3.5337 100.60 3.8709 100.70 4.1811 100.80 4.4698 100.90 4.7409 101.00 4.9974 101.10 5.2413 101.20 5.4743 101.30 5.6979 101.40 5.9130 101.50 6.1205 101.60 6.3212 101.70 6.5158 101.80 6.7047 101.90 6.8884 102.00 7.0674 102.10 7.2419 102.20 7.4123 102.30 7.5789 102.40 7.7419 102.50 7.9015 102.60 8.0580 102.70 8.2115 102.80 10.416 102.90 11.414 103.00 12.212 103.10 12.906 103.20 13.531 103.30 14.108 103.40 14.647 103.50 15.157 103.60 15.642 103.70 16.106 103.80 16.552 103.90 16.982 104.00 17.398 104.10 18.726 bR >AOtlLC!'!.ttiY1'6172w1:�: 104.20 104.30 104.40 104.50 104.60 104.70 104.80 104.90 105.00 105.10 105.20 105.30 105.40 105.50 105.60 105.70 105.80 105.90 106.00 106.10 106.20 20.808 23.377 26.340 29.643 33.248 37.128 41.265 45.639 50.239 57.045 58.949 60.784 62.557 64.273 65.939 67.558 69.135 70.672 72.174 73.642 75.078 106.30 106.40 106.50 106.60 106.70 106.80 106.90 107.00 107.10 107.20 107.30 107.40 107.50 107.60 107.70 107.80 107.90 108.00 rrx->, vs-ti.:. �. ���u+ orsx: mrie :.n�nr..rrn,.n•rr�r,..rt�!:rt• 76.485 77.864 79.218 80.547 81.852 83.136 84.399 85.642 86.867 88.073 89.262 90.435 91.591 92.733 93.860 94.973 96.073 97.160 9/15/98 11:17:38 am Shareware Release PARKWAY SUPERCENTER CULVERT ANALYSIS JOB NO. 6315 WORKS4 FILE NO. 6315UP1.BSN page 12 LEVEL POOL TABLE SUMMARY MATCH INFLOW -STO- -DIS- <- PEAK -> OUTFLOW STORAGE DESCRIPTION > (cfs) (cfs) --id- - -id- <- STAGE> id (cfs) VOL (cf) 2 YR EVENT 8.13 21.33 1 1 102.65 1 8.13 3.3317-ac-ft 10 YR EVENT 16.98 36.11 1 1 103.90 2 16.98 5.1213 ac -ft 2 YR FINAL ROUTED 0.00 21.33 2 1 102.31 3 7.59 3.6769 ac -ft 10 YR FINAL ROUTED 0.00 36.11 2 1 103.55 4 15.40 5.8551 ac -ft 100 YR ROUTED 0.00 54.43 2 3 104.56 5 31.85 7.7350 ac -ft • SOILS MAP 1-1 II 00 LLILL ujo -J U) g 73 u. 0 ,R, I- al Z 0 Z 1- LLI uj 0 0 (-9- o 11! uj u_ z 0 1- z Z N W CC JU 0 U) C--) U) W W = H WO 2 Q U 20 H W Z = H F- O Z !- W D U O- OH W W 2 1- H - O Z W U= P I- O Z GUIDE TO MAPPING UNITS For a full description of a mapping unit, read both the description of the mapping unit and that of the soil series to which the mapping unit belongs. See table 6, page 70, for descriptions of woodland groups. Other information is given in tables as follows: ,Map symbol Acreage and extent, table 1, page 9. Engineering uses of the soils, tables 2 and 3, pages 36 through SS. Mapping unit Town and country planning, table 4, page 57. Recreational uses, table 5, page 64. Estimated yields, table 7, page 79. Woodland Described Capability unit group on page Symbol Page Symbol AgB Aldexwood gravelly sandy loam, 0 to 6 percent slopes 10 IVe -2 76 3d2 AgC Aldexwood gravelly sandy loam, 6 to 15 percent slopes 8 IVe -2 76 3d1 AgD Alderwood gravelly sandy loam, 15 to 30 percent slopes. 10 VIe -2 78 3d1 AkF Aldexwood and Kitsap soils, very steep 10 VIIe -1 78 2d1 AmB Arents, Aldexwood material, 0 to 6 percent slopes 1/ 10 IVe -2 76 3d2 AmC Arents, Alderwood material, 6 to 15 percent slopes 1/ 10 IVe -2 76 3d2 An Arents, Everett material 1/ 11 IVs -1 77 3f3 BeC Beausite gravelly sandy loam, 6 to 15 percent slopes 11 IVe -2 76 3d2 BeD Beausite gravelly sandy loam, 15 to 30 percent slopes 12 VIe -2 78 3d1 BeF Beausite gravelly sandy loam, 40 to 75 percent slopes 12 VIIe -1 78 3d1 Bh Bellingham silt loam 12 IIIw -2 76 3w2 Br Briscot silt loam 13 IIw -2 75 3w1 Bu Buckley silt loam 13 IIIw -2 76 4w1 Cb Coastal beaches 14 VIIIw-1 78 - -- Ea Earlmont silt loam 14 IIw -2 75 3w2 Ed Edgewick fine sandy loam 15 IIIw -1 75 . 201 • EvB Everett gravelly sandy loam, 0 to 5 percent slopes 15 IVs -1 77 3f3 EvC Everett gravelly sandy loam, 5 to 15 percent slopes 16 VIs -1 78 3f3 EvD Everett gravelly sandy loam, 15 to 30 percent slopes 16 Vle -1 77 3f2 B+C 'Everett- Alderwood gravelly sandy loans, 6 to 15 percent slopes 16 VIs -1 78 323 InA Indianola loamy fine sand, 0 to 4 percent slopes 17 IVs -2 77 4s3 InC Indianola loamy fine sand, 4 to 15 percent slopes 16 IVs -2 77 4s3 InD Indianola loamy fine sand, 15 to 30 percent slopes 17 VIe -1 76 4s2 40 Kitsap silt loam, 2 to 8 percent slopes 17 IIIe -1 75 2d2 KpC Kitsap silt loam, 8 to 15 percent slopes 18 IVe -1 76 7d2 KpD Kitsap silt loam, 15 to 30 percent slopes 18 VIe -2 78 2d1 KsC Klaus gravelly loamy sand, 6 to 15 percent slopes 18 VIs -1 78 3f1 Ma Mixed alluvial land 18 VIw -2 78 201 NeC Neilton very gravelly loamy sand, 2 to 1S percent slopes 19 VIs -1 78 3f3 Ng Newberg silt loam 19 IIw -1 74 201 Nk Nooksack silt loam 20 IIw -1 74 201 No Norma sandy loam 20 IIIw -3 76 3w2 Or Orcas peat 21 VIIIw -1 78 - -- Os Oridia silt loam 21 IIw -2 75 3w1 OvC Ovall gravelly loam, 0 to 15 percent slopes 22 IVe -2 76 3d1 OvD Ovall gravelly loam, 15 to 25 percent slopes 23 VIe -2 78 3d1 OvF Ovall gravelly loam, 40 to 75 percent slopes 23 VIIe -1 78 3d1 Pc Pilchuck loamy fine sand 23 VIw -1 78 2s1 Pk Pilchuck fine sandy loam 23 IVw -1 76 2s1 Pu Puget silty clay loam 24 IIIw -2 76 3w2 Py Puyallup fine sandy loam 24 IIw -1 74 201 RaC Ragnar fine sandy loam, 6 to 1S percent slopes 25 IVe -3 77 4s1 RaD Ragnar fine sandy loam, 15 to 25 percent slopes 26 VIe -2 78 4s1 RdC Ragnar- Indianola association, sloping: 1/ 26 -- - -- Ragnar soil- -- IVe -3 77 4s1 Indianola soil -- IVs -2 77 4s3 RdE Ragnar- Indianola association, moderately steep: 1/ 26 -- - -- Ragnar soil -- VIe -2 78 4s1 Indianola soil VIe -1 77 4s2 _.J U. S. GOVERNMENT PRINTING OFFICE : 1973 O - 496.266 Z W JU 0 Q N1J1 = � u_ WO Q�Q =0 W Z= F- O Z F- W • W • 0 O • N • I- W W O Z W = O • � Z 4. GUIDE TO MAPPING UNITS -- Continued Map , symbol Mapping unit -- Woodland Described Capability unit group on page Symbol Page Symbol Re Renton silt loam . - 26 IIIw -1 7S 3w1 Rh Riverwash 27 VIIIw -1 78 Sa Salal silt loam 27 IIw -1 74 201 Sh Sammamish silt loam 27 IIw -2 75 3W1 Sk Seattle muck = 28 IIw -3 75 Sm Shalcar muck 29 IIw -3 75 - -- Sn Si silt loam 29 IIw -1 74 2o1 So Snohomish silt loam 30 IIw -2 75 3w2 Sr Snohomish silt loam, thick surface variant 31 IIw -2 75 3w2 Su Sultan silt loam 31 IIw -1" 74 3w1 Tu Tukwila muck 32 IIw -3 75 - -- Ur Urban land - 33 -- Wo Woodinville silt loam 33 IIw -2 75 3w2 1/ The composition of these units is more variable than that of the others in the Area, but it has been controlled well enough to interpret for the expected use of the soils. f tl AWtt04Y1.11M7.1N "+Y�M.'rMituCMM1S�ucNJ!!�t'riw. !Kxtn tN'!`i sCM. �M�1�=",. iil1 ^i'k'!!?�T."W1�h14'M^fA;1i$'m". +„' 'F !!p?�Si.V+�!N✓.'1?t'99wKA'�'M. 1 O�9N �S '[R4Se;pY:h4. BASIN MAP re 2 ~W O 0 00 co W I V) LL,. W0. g • Q. co = d. 1- W F H 0 Z W ▪ W UO O �. O I-' W u FH 0. wZ O - O I-, Z 27'30" ;OMA _ AIRPORT 5255 33 oz ° T. 23 N. T. 22 N. •tip 29 • ' -x32 5252 25' CITY OF TUKWILA ZONING DESIGNATIONS >.!.•;i.:rA'w•i.41:+.a: .SJ1X •ai;.4 iidLNaC:::: %uU::ii4a ,::Pedw,•'.A:.}} a•.__ +w>t�; '..M. .... May 29, 2002 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Thomas Beeks Asset Manager MBK Northwest 17574 Southcenter Parkway Tukwila, WA 98188 RE: Release of Maintenance Bond Bond No. 22 -31 -80 Dear Mr. Beeks: This letter hereby authorizes the release of the bond referenced above in the amount of $28,181.00 for landscaping of Parkway Supercenter — Parcel C located at the southeast corner of Southcenter Parkway and South 180th Street, Tukwila. I have enclosed a copy of the bond for your reference. If you should have any questions, please contact our office at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. MI98 -0078 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 M1 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director May 28, 2002 Mr. Thomas Beeks Asset Manager MBK Northwest 17574 Southcenter Parkway Tukwila, Washington 98188 Re: Parkway Supercenter — Parcel C, Permit #MI 98 -0078: Sensitive Area Mitigation Bond Dear Mr. Beeks: This letter is written to notify you that the sensitive area maintenance and monitoring requirements for Parkway Supercenter — Parcel C have been accomplished. Please refer to my recent letter of March 19, 2002 written to you to initiate a contingency plan for the subject site, Claim Jumper restaurant and Bassett furniture store. In order to bring the mitigation site into compliance, a revised planting plan was submitted by Barghausen Engineers, Bruce McCrory LA on 1/30/02. We visited the site last week to inspect the re- planting and discuss the maintenance program. The re- planting is very good! Two additional comments I received from Bruce McCrory LA are related to water /irrigation and the use of mulch on some of the plantings. You and I agreed the site will likely need watering. Please keep me informed on how this will occur. In summary, the project is complete and the Bond will be signed off for release. The Mitigation Bond number is 22- 31 -80. Please contact Ms. Brenda Holt, Permit Coordinator to pick up the paper work here at our office or have it mailed to you. She can be reached at 206 -431 -3670. Thank you very much for your patience and cooperation. Sincerely, • C. Gary Scbhlz Urban Environmentalist 206 - 431 -3662 Cc: Brenda Holt, DCD Permit Coordinator Steve Lancaster, DCD Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206 - 431 -3665 JUL 0•'99 10:22AM 'fUKWILA DCDiPW City of Tukwila P.2 /2 DEVELOPER'S PROJECT WARRANTY REQUEST FORM ;k , Ar .� . :, a na.: b•, GnT V.:��..,�! V. .w.;. � • •, �xrz 'l$1._.f�f.� t. i ; e • }t ,. ,`• at r •{ A n fiiii44; ii. •4i��� 4i�'t•�fao>rli• :s.m�Dtle�.ti• '01 ... .. • t r. . e�e.E�•t.9 J ,r' 9: r, .•11.:!Y..r9.,'I .r: wi Gi .., K , 'Fib... t :� „; .∎1 . •jl!k . :�l .. . , . r�►.4 ► t4gfi. !d414 t4?. C. DATE: 7- '7-Q 9 PERMIT NO.: \ I - 00 t 8 NAME OF DEVELOPMENT: "PqCZ A:n S • er. c - -1er --Pilc Rc:e-1 DEVELOPMENT ADDRESS: • / 1 P f_ 0_ f • 1 b 0121 CASH ASSIGNMENT NAME; [V 113. Movitl (m ga.. - .I -1-e- C TEL. NO. 50 -% ^3(D -2006 X �i SHALL BE REFUNDED ADDRESS: LI 9 c9 r�l M attoco s K.d 3-`€ &- S BY MAILING TO: (please print) GI TY/STATE/ZIP Lci k.Q C' u-e � U , OE -T e- Y)1Or)1 I 1 1 0-25 S.-).: IC; ••• DESCRIPTION OF l rem To BCE COMPLETED (REFEREOE `) i 1 a,c•_ t ■ . 1 IC/ I( 4lr\ O$ •.•. t, .,1t? 0. 1,,,! -: ..: ab p LA eac V\Q(n nc_0 ('-e. rhd - TO er 1 (� � As the owned' or authorized agent of the owner, I hereby submit cash or cash $ 1S 1 X1.00 ($150% of value to complete work described equivalent above) a final inspection the work to go onto : • 'vr In the amount of and attaoh supporting by thls date: with their own oontrector or the property to oarry out p• r to requesting inspection and Ndocumentatlon for value of work. I will have this work carried out and call for ( /0 / / . -.1 00 I ), or risk having the City use these funds to carry out In-house manpower. If I fall to carry out the worts, I hereby authorize City completion of the above deficiencies. !further agree to complet �rrk listed release Of these funds. SIGNED: (�/ ' TITLE: d i �j it ' Al e _ SIGNED: AMOUNT: 28, 15i . OCR • op CASH _ CASH EQUIVALENT DEPOSITED THIS DATE: % CITY RECEIPT NO. 13131/1 cL 4 22 - 31 -E0 RECEIVED BY: tt I THIS FUND IS AU ORIZED TO BE ACCEPTED. DEPARTMENT HEAD: mayriarr oatwitromitrilmem, 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPER'S REPRESENTATIVE: ti.', rt •'fie . e`. Ili ••�'''�,: r `• •rig :L • '• .�'� ' :•: t;”. l.: titl4• t�: ttit :'••- t.t:l:�ttt•t;:tN••Iklt! t;••:Sttt •{..'! All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request Inspection and release of my cash/cash equivalent. DATE: I have reviewed the above work and found it acceptable and therefore authorize the rel. :a: 4 f the above cash assignment. AUTHORIZED BY: DEPARTMENT: 44M.:11Ve4;. tit AMOUNT: CASH EQUIVALENT- LE1 TER AUTHORIZING RELEASE RELEASED OD 1S DATE=: RELEASED BY: Upon completion through Section 2, Finance personnel shall send copies to: - Developer - Finance Department - Permit Coordinator, DOD Gov , FINANCE DEPT. Upon completion of entire form, Finance personnel shall sand copies to: - Developer - Finance Department - Permit Coordinator, DCD 00119100 z ~w 2 000 W 11.1 CO u_ w0 co =w H= z� z0 F- LU w U0 (-2 0 I-- wTw 1 U wz LLi U= 0 z AIU (neurone: Company Am ■rican Fidelity ComPaw, American Nome Assurance Company Granite State Insurance Company Illinois National Insurance Company The Insurance Company of the State of Pennsylvania National Union Fire Insurance Company of Pittsburgh, Pa. New Hampshire Insurance Company Nld+�)de Banding International Companies Office American Principal Bond 70 Pine Street, New York, N.Y. 10270 KNOW ALL MEN BY THESE PRESENTS: That American Home Assurance Company unto MAINTENANCE BOND MBK Northwest City of Tukwila, Washington of Twent ei:ht thousand one hundred ei:ht one and no /100 , as Principal, and , n Surety, are held and firmly bound , as Obligee, in the full and just sum Dollars ($ 28,181.00 ), for the payment of which sum, well and tally to be made, the Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by theca presents, WHEREAS, The Principal has entered into a written contract dated with the Obligee for Parkway Super Center — Parcel C Landscaping ,and WHEREAS, said contract provides that the Principal will furnish a bond conditioned to guarantee for the period of _ 2 years after approval of,the final estimate on said job, by the owner, against all defects in workmanship and materiels which may become apparent during said period. NOW, THEREFORE; THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal shall indemnify the Obligee for all Ion that the Obligee may sustain by reason of any defective materials or workmanship which become apparent during the aforesaid period, then this obligation shall be void; otherwise to remain in full force and effect. Signed, sealed and dated — July 7 . 1999 Bond No. 22 -31 -80 Premium $141.00 29586(9 /aQ) (Wimess) MBK NORTHWEST . By (Principal) L AMERICAN HOME ASSURANCE COMPANY (Surety) By����. J AC�(% Rhonda C. Abel .y -In rs t CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT `r �.�'�G.('��'������ r� r��u'�'�'�•G�'�•G�'�:�_4�' Try. �: GS: �: �c4' �' ��i. �:_ G�? S4�: G�? Ci� '_4�':C�:�:4�•��t4�'�:�:�::0:7' «c State of California County of _Or ar\so e_ on 7 -R"g9 Date personally appeared , before me, CGIGIfie, / /1- Ina Ai IZ rV/�6 /iL Name and Title of Officer (e.g., Jane Doe, Not ry Public") MICHELLE M. FARINA Commission # 1220717 Notary Public - California LZ�� Orange County My Comm. Bcpkes May22 2203 Place Notary Seal Above Name(s) of Signer(s) personally known to me ❑ proved to me on the basis of satisfactory evidence to be the person(1, whose namqls) gee subscribed to the within instrument and acknowledged to me that(f /t13eexecuted the same in is /t et authorized capacity(i`), and that by (�/� : /tlr signatureM on the instrument the person(.), or the entity upon behalf of which the person(,) acted, executed the instrument. WITNESS my hand and official se OPTIONAL MiZra Signature of Nola Pub c • .4. 14.4: y!L Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: --7xttiPX t - ►IAv1�e Document Date: 7 I ^q I a Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: c 1P 4:P ❑ Individual C� ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: —}— ./�Qr`1-l� Signer Is Representing: uwe 1 RIGHT THUMBPRINT OF SIGNER Top of thumb here ti■ -Y e7 •Y •Y V •Y ..... . .Y .may •Y •Y •Y Y Y Y Y `�•�i�•.�Gr�C Z !�.��i �i�� -`Z, •.Ti����i�� `C— (,'`C.'C��O•.J•. © 1997 National Notary Association • 9350 De Solo Ave., P.O. Box 2402 • Chatsworth, CA 91313.2402 Prod. No. 5907 Reorder: Call Toll -Free 1- 800.876.6827 It _ ,'`'.d�. %'�Ti�41�•�e�S lk`± Itrrr," =,S,K`sirs;t'ir<'�Mlf•ft7r.Vf.t . z Z 1-: W CL 2 10 00 co w J H N LL w 0 2 u-_ �a =w z� zI- w w 0 O • 52 O H W W LL O W ..z U= P 0 z • CALIFORNIA:ALL= 6':U.RP:OSE State of California County of On vf -- 'i —c7? before me, Nanette Mariella -Myers personally appeared Rhonda C. Abel personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he /she /they executed the same in his /her /their authorized capacity(ies), and that by his /her /their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. NANETTE MARIELLA -MYERS Commission 41: 1159222 '•• Notary Public - California •� • °tango County My Comm. Expires Oct 19, 2001 u'u ? to rin3:; ioayava7 y41. = TY+a'tixCc" '3.i£ State of California County of On vf -- 'i —c7? before me, Nanette Mariella -Myers personally appeared Rhonda C. Abel personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he /she /they executed the same in his /her /their authorized capacity(ies), and that by his /her /their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. NANETTE MARIELLA -MYERS Commission 41: 1159222 '•• Notary Public - California •� • °tango County My Comm. Expires Oct 19, 2001 u'u ? to rin3:; ioayava7 y41. = TY+a'tixCc" '3.i£ American I-iome•Assurance Company National Union Fire Insurance Company of Pittsburgh, Pa. Principal Bond Office: 175 Water Street, New York, N.Y. 1003S KNOW ALL MEN BY TIIESE PRESENTS: POWER OF ATTORNEY No. 05 -13 -34726 That American Homc Assurance Company, a Ncw York corporation, and National Union Fire Insurance Company of Pittsburgh, Pa., a Pennsylvania corporation, docs cach hcrcby appoint —Pamela M. Hummel, Rhonda C. Abel: of Costa Nlesa, California — its truc and lawful Attorneys) -in -Fact, with full authority to cxccutc on its behalf bonds, undertakings, rccognizanccs and othcr contracts of indemnity and writings obligatory in the nature thereof, issucd in thc course of its business, and to bind the respective company thereby. IN WITNESS WIIEREOF, American Homc Assurance Company and National Union Fire Insurance Company of Pittsburgh, Pa. have cacti cxccutcd these presents this 7th day of January, 1995. 4 ice. Lawrence '. (:arlstrom, Senior Vicc President National Union Firc Insurance Company of Pittsburgh, PA. Vice President, American Homc Assurance Company STATE OF NEW YORK } COUNTY OF NEW YORK }ss. On this 7th day of January, 1998 before me came the above named officcr of American Home Assurance Company and National Union Fire Insurance Company of Pittsburgh, Pa., to me personally known to be the individual and officcr dcscribcd herein, and acknowledged that he cxccutcd the forcgoing instrumcnt and affixed thc seals of said corporations thcrcto by authority of his office. DEE3CSAH A. liAWAII DN.C3A421 CERTIFICATE Excerpts of Resolutions adopted by thc Boards of Dircctors of Amcrican Home Assurancc Company and National Union Firc Insurance Company of Pittsburgh, Pa. on May 18, 1976: "RESOLVED. that the Chairman of the Board, the Prcsidcnt, or any Vicc President be, and hereby is, authorized to appoint Attorneys -in -Fact to represent and act for and on behalf of thc Company to execute bonds, undertakings, rccognizanccs and othcr contracts of indemnity and writings obligatory in the nature thereof. and to attach thcrcto the corporate scal of the Company, in the transaction of its surcty business; "RESOLVED, that the signaturcs and attestations of such officers and thc scal of the Company may bc affixed to any such Power of Aeon cy or to any certificate rclating thcrcto by facsimile, and any such Powcr of Attorney or certificate bearing such facsimile signaturcs or f: csimilc scal shall bc valid and binding upon the Company whcn so affixed with rcspcct to any bond, undcrtaking, recognizance or other contract of indemnity or writing obligatory in the naturc thcrcof; "RESOLVED. that any such Attomcy -in -Fact delivering a secretarial certification that thc forcgoing resolutions still be in cffect may insert in such certification thc date thcrcof, said date to bc not latcr than the date of delivery thcrcof by such Attorney -in- Fact." 1, Elizabeth M. Tuck, Sccrctary of Amcrican Homc Assurancc Company and of National Union Firc Insurancc Company of Pittsburgh, Pa. do hcrcby ccrtify that the forcgoing excerpts of Resolutions adopted by the Boards of Dircctors of these corporations, and thc Powers of Attorney issued pursuant thereto, are truc and correct. and that both the Resolutions and the Powcrs of Attorney arc in full force and effect. IN WITNESS WHEREOF, I have hcrcunto set my hand and affixed the facsimile scal of cach corporation this 7-ay of • — - , 19 i)'. ; 65166 (•1.96) A-sr r:vYa' ;f::.- ' ,141,4? `,att' ii�St%`?i r.' � kSSa' '�:Utt tWlld Elizabeth M. Tuck, Sccrctary X 1' ;', ' !. 1E474'j ;'r »XP147LLrirT +wr2,. 12 ^ /22•�JU //�� JUL 07 ' 99 11 00AM TUKWILA DCD /PW BARG$AUSET 1V YY ♦L� •f �rV VVi • 6313. Da %Visa] in;{"r7.'�+4u.,s.Fh,!1X.w:.: City of Tukwila Department of Community Development July 21, 1999 Ms. Barbara Smith MBK Northwest y� 7690 S.W. Mohawk Street '99 9 �, W 'a/ / /� ,� �( ciN/r- Tualatin, Oregon 97062 John W Rants, Mayor Steve Lancaster, Director 27y Re: Parkway Supercenter — Parcel C, Permit #Mi98 -0078: Sensitive Area Mitigation Bond Dear Ms. Smith: Per our telephone conversation on July 19, 1999, I am following up with this letter to complete the mitigation bond documentation between MBK Northwest and the City. The bond is required for a 2 -year period from the date the mitigation is completed and approval by the City. As we discussed, I have included the estimated completion date of November 1, 2001 on the Developer's Project Warranty Form (copy attached). This date will change if the mitigation has not completed and approved by November 1, 1999. Thank you for your assistance and please gont act me if you have questions. Sincerely, C. Gary Schulz Urban Environmentalist 206 - 431 -3662 Cc: Brenda Holt, DCD Permit Coordinator Steve Lancaster, DCD Director 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 JKY.9jNhN.Wearm'ermat moi.o.quM Jf! Ut- e1Mt1!. uexn�lrvMrc.. v. f..' n..«t- vq•. l'> A. �W.{ w- Yh4=•.••...•+ 1' Yy..•w.'.:E' <YS "N.N.')r+,.YrcM.. '.n�i. {..fu'- . u.«.. Cl`• YJ.•.. Y•< S. nfU+e.�Mirv.`t..ryuW4kl..°1:'1:w :.YY �....f.r•�ty.. f{r �..r(f l " {.'f�•,...w,.'o tYt.,a f e late TN.,� z f-z JU U0 N0 J = F- U) u W o 2 Q =• a • w z� w � U• � O N o 1— W W tL 0 z w U= 0I— z 1. City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director October 30, 2001 Ms. Barbara Smith MBK Northwest 4949 S.W. Meadows Road Lake Oswego, Oregon 97035 Re: Parkway Supercenter — Parcel C, Permit #MI 98 -0078: Sensitive Area Mitigation Bond Dear Ms. Smith: z • Z QQ2 JU O 0 U0 J 1-. CD w o 2 gj Icy =w F-2 z� I- 0 zi- w w The subject property has been developed as a Claim Jumper restaurant and a Bassett v u) furniture store. Sensitive area mitigation consisted of relocating a drainage feature and o providing enhancement to create a "natural" watercourse that would also have a water = v quality improvement function. A biofiltration swale and the relocated watercourse were - F. constructed side by side along S. 180`h Street. u- O wz U - A sensitive area bond of $ 28,181.00 was required as performance for a 2 -year period • f-. from the date the mitigation was completed and approval by the City. In this situation, an z estimated completion date was November 1, 1999. Therefore, the date the bond would be released is November 1, 2001. I am writing to inform you we did not receive any monitoring reports for this mitigation project. Per the approved plan, the monitoring was to occur 1 year after installation and in June or July of this year. I visited the site on 10/29/01 and have the following observations: 1) Many trees and shrubs are missing. The performance standards call for at least 80% survival of planted material. Most of the existing plants appear healthy; however, the performance appears less than required. 2) Water quality improvement benefit is not easily measured but appears to be present due to the design and grading of the channel. Vegetative cover is dense within the channel bottom. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 - 3670.+ Fax: 206-431-3665 Ms. Barbara Smith, MBK Northwest October.30, 2001 Page2 3) Aggressive and unnecessary maintenance of this area has caused the removal of trees and shrubs. Mechanical weeding has impacted emergent plants growing in the bottom of the channel as well as damaged some trees and shrubs. Constant removal of the vegetation in this area reduces the potential function that the area was designed to provide. In summary, please provide a sensitive area monitoring report, as required, to describe and document the performance condition of the mitigation site. If the standard has not been achieved, the fall season is a good time to add the additional plants. The City cannot release the bond until the mitigation is determined successful or re- planted to meet the performance standard. Thank you for your assistance and please contact me if you have questions. Sincerely, C. Gary Schu1z Urban Environmentalist 206 - 431 -3662 Cc: Brenda Holt, DCD Permit Coordinator Steve Lancaster, DCD Director ry;r1P••'�= «bait J2%ibkltlr9gM i µ ,. JUL 07 '99 10 :22AM TUKWILA DCD /PW City of '''Ikvvlla P.2 /2 DEVELOPER'S PRL ECT WARRANTY REQUEST FORM • w �;1 ` °R, ' .� �'x"i�i'li"' kid �i ,:, :(G '° • ifr (• •b� `$.t rvyw t� .r.: ; 4111 •, :'k,; J • • AIU Insurance Company American Fidelity Company American Horne Assurance Company Granite State Insurance Company Illinois National Insurance Company The Insurance Company of the State of Pennsylvania National Union Fire Insurance Company of Pittsburgh, Pa. New Hampshire Insurance Company l Bandar American International Companies Principal Bond Office 70 Pine Street, New York, N.Y. 10270 KNOW ALL MEN BY THESE PRESENTS: That MAINTENANCE BOND MBK Northwest American Home Assurance Company unto Cit of Tukwila, Washin: ton of Twenty eight thousand one hundred eighty one and no /100 ($ 28,181.00 1, for the payment of which sum, well and truly to be made, the Principal and Surety bind themulves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by those presams. WHEREAS, The Principal has entered into a written contract dated with the Obligee for Parkway Super Center — Parcel C Landscaping , as Principal, and , as Surety, are held and firmly bound , as Obligee, in the full and just sum Dollars ,and WHEREAS, said contract provides that the Principal will furnish a bond conditioned to guarantee for the period of 2 years after approval of, the final estimate on said job, by the owner, against all defects in workmanship and materials which may become apparent during said period. NOW, THEREFORE; THE CONDITION OF THIS OBLIGATION IS SUCH, that it the Principal shall indemnify the Obligee for all loss that the Obligee may sustain by reason of any dofactiw materials or workmanship which become apparent during the aforesaid period, then this obligation shall be void; otherwise to remain in Lull force and effect. Signed, sealed and dated Ju}.y J , 1999 Bond No. 22 -31 -80 Premium $141.00 29586 (9/80) (W imess) MBK NORTHWEST By L (Principal) (Seal) AMERICAN HOME ASSURANCE COMPANY (Surety) By a_c? Rhonda C. Abel Attorney-In -I' t CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT fi fi State of California County of Or a„rko On .-`11 Date personally appeared , before me, MICHELE M. FARINA Commission # 1220717 Notary Public - California I Orange County wry Ccrnm. Flies May 22, 2003 Place Notary Seal Above vvt 41• �rfna No I har' obb <_ Name and Title of Officer (e.g., 'Jane Doe, Notary Public') Name(s) of Signer(s) [jG personally known to me ❑ proved to me on the basis of satisfactory evidence to be the person* whose name4) e subscribed to the within instrument and acknowledged to me that I� /tI a executed the same in is /tf h- authorized capacity('I), and that by /tt)fr signature() on the instrument the person(), or the entity upon behalf of which the person( -') acted, executed the instrument. WITNESS my hand and official se 4/ Alltdif OPTIONAL Signature of Notar Pub c Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document 2 Title or Type of Document: 1 ' k. i �t - -eA1JX vt f -e 8c) Document Date* Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed b Si er Signer's Name•`�� ❑ Individual ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: f Y1.6 A QI' +--(I we Er CPO RIGHT THUMBPRINT OF SIGNER Top of thumb here *1997 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313-2402 Prod. No. 5907 Reorder: Call Toll -Free 1 -800- 876 -6827 State of California County of On V— 7 -- 7 7 before me, Nanette Mariella -Myers personally appeared Rhonda C. Abel personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is /are subscribed to the within instrument and acknowledged to me that he /she /they executed the same in his /her /their authorized capacity(ies), and that by his /her /their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. NANETTE MAR!ELIA -MYERS Comrni! ;s'.an'.f 115929.2 Notary F':.it::ii : - Cniifornia Ora rig Count' C,ann,, Oct 19,20311? • American Home Assurance Coin ,...,y • National Union Fire Insurance Company of Pittsburgh, Pa. Principal Bond Office: 175 Water Street, New York, N.Y. I 003S KNOW ALL MEN BY TIIESE PRESENTS: POWER OF ATTORNEY No. 05 -13-34726 That American Home Assurance Company, a Ncw York corporation, and National Union Fire Insurance Company of Pittsburgh, Pa., a Pennsylvania corporation, does each hcrcby appoint — Pamela M. Ilununcl, Rhonda C. Abel: of Costa Mesa, California- - its truc and lawful Attomcy(s) -in -Fact, with full authority to execute on its behalf bonds, undertakings, recognizances and othcr contracts of indemnity and writings obligatory in the nature thcrcof, issued in the course of its business, and to bind the respective company thereby. IN WITNESS WIIEREOF, American 1-tome Assurance Company and National Union Fire insurance Company of Pittsburgh, Pa. have each cxccutcd these presents this 7th day of January, 1998. Lawrence . Carlstrom, Senior Vicc President National Union Fire Insurance Company of Pittsburgh, PA. Vice President, American Home Assurance Company STATE OF NEW YORK } COUNTY OF NEW YORK }ss. On this 7th day of January, 1995 before me came the above named officer of American Home Assurance Company and National Union Fire Insurance Company of Pittsburgh, Pa., to me personally known to be the individual and officer described herein, and acknowledged that he executed the foregoing instrument and affixed the seals of said corporations thcrcto by authority of his office. 1713CRAH A.HA7 A14 Wm Nal; Sadsld Prim Va.. 1 kL OR4� r*.>f 14.23 / t / :k au oi ra ,r •' to CERTIFICATE Excerpts of Resolutions adopted by the Boards of Directors of American Home Assurance Company and National Union Fire Insurance Company of Pittsburgh, Pa. on May IS, 1976: " RESOLVED, that the Chairman of the Board, the President, or any Vice President he. and hereby is. authorized to appoint Attorneys -in -Fact to represent and act for and on behalf of the Company to execute bonds, undertakings, rccognizances and other contracts of indemnity and writings obligatory in the nature thereof, and to attach thereto the corporate seal oldie Company, in the transaction of its surety business; "RESOLVED, that the signatures and attestations of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company when so affixed with respect to any bond, undertaking, recognizance or other contract of indemnity or writing obligatory in the nature thereof; "RESOLVED. that any such Attorney -in -Fact delivering a secretarial certification that the foregoing resolutions still be in effect may insert in such certification the date thcrcof, said date to be not later than the date of delivery thcrcof by such Attorney -in- Fact." 1, Elizabeth M. Tuck, Secretary of American Hone Assurance Company and of National Union Fire Insurance Company of Pittsburgh, Pa. do hereby certify that the foregoing excerpts of Resolutions adopted by the Boards of Directors of these corporations, and the Powers of Attorney issued pursuant thcrcto, are true and correct. and that both the Resolutions and the Powers of Attorney are in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of each corporation 65166 (.1.96) this V4—day y of , 1922. )1't, 466.41.-49 Elizabeth M. Tuck, Secretary • el I) /JUL 07 '99 11 00AM TUKW q DCD/P14 BARGHAUsEN . .71.1 _LW . Jai /ALE. •Z.1 I.U. p.2!22 6315.002 EHB1144241 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director July 21, 1999 Ms. Barbara Smith MBK Northwest 7690 S.W. Mohawk Street Tualatin, Oregon 97062 Re: Parkway Supercenter — Parcel C, Permit #MI 98 -0078: Sensitive Area Mitigation Bond Dear Ms. Smith: Per our telephone conversation on July 19, 1999, I am following up with this letter to complete the mitigation bond documentation between MBK Northwest and the City. The bond is required for a 2 -year period from the date the mitigation is completed and approval by the City. As we discussed, I have included the estimated completion date of November 1, 2001 on the Developer's Project Warranty Form (copy attached). This date will change if the mitigation has not completed and approved by November 1, 1999. Thank you for your assistance and please pontact me if you have questions. Sincerely, CO C. Gary Schulz Urban Environmentalist 206 - 431 -3662 Cc: Brenda Holt, DCD Permit Coordinator Steve Lancaster, DCD Director 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director March 19, 2002 Mr. Thomas Beeks Assets Manager MBK Northwest 17574 Southcenter Parkway Tukwila, Washington 98188 Re: Parkway Supercenter — Parcel C, Permit #MI 98 -0078: Sensitive Area Mitigation - Contingency Plan & Bond Dear Mr. Beeks: This letter is written as a response to the Sensitive Area Mitigation Report for Parkway Supercenter — Parcel C. The letter report and drawing was completed by Mr. Bruce McCrory, LA of Barghausen Consulting Engineers and is dated 1/30/02. The subject property was developed as a Claim Jumper restaurant and a Bassett furniture store. Sensitive area mitigation consisted of relocating a drainage feature and providing enhancement to create a "natural" watercourse that would also have a water quality improvement function. A biofiltration swale and the relocated watercourse were constructed side by side along S. 180`" Street. My review of the project's mitigation site was described in a letter to Ms. Barbara Smith dated 10/30/01, attached. As reported by Barghausen, a site inspection was conducted in January 2002 to inventory the plant survival. Because many trees and shrubs are missing, the mitigation plan performance standard of at least 80% survival is not accomplished. Therefore, a contingency plan is being recommended to replant this area to meet the minimum survival standard. Barghausen has also prepared a revised planting plan to address the survival standard and specific maintenance issues. Per my review, the Sensitive Area Mitigation Report (Barghausen 1/30/02) is approved including the revised plan drawing — sheet LIB Year 2 Evaluation— Stream Enhancement Plan Parkway Super Center. The sensitive area bond of $ 28,181.00 is being retained, as required, for performance until the contingency plan is implemented. 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206- 431 -3665 M1 Mr. Thomas Beeks, MBK Northwest March 19, 2002 Page 2 Because aggressive maintenance of this area has caused the removal of trees and shrubs, I recommend a meeting be scheduled to discuss the plantings and maintenance prior to implementing a new plan. Also, reducing the maintenance on portions of the watercourse area will increase the functions that the area was designed to provide. The City can release the bond after the watercourse is successfully re- planted to meet the performance standard. Thank you for your assistance and please contact me if you have questions. Sincerely, C. Gary Schulz Urban Environmentalist 206 - 431 -3662 Cc: Brenda Holt, DCD Permit Coordinator Steve Lancaster, DCD Director City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director December 19, 2000 Chuck Thomas MBK Northwest 4949 SW Meadows Road, #675 Lake Oswego, OR 97035 RE: Release of Bond Bond No. 23 -85 -52 Dear Mr. Thomas: This letter hereby authorizes the release of the bond referenced above in the amount of $21,059.00 (Bond No. 23- 85 -52) for asphalt paving, curbs and gutters, sidewalks, road /parking appurtenances, landscaping and special purpose lighting at Parkway Plaza. If you should have any questions, please contact our office at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: Pile No: MI98 -0078 ; i 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206- 431 -3665 ff Lity ul i ult,wila DEVELOPER'S PR 1EOT WARRANTY REQUEST FORM SECTKi1V 1 • (Ito loo tilled :Op developer l authorized �y Clty si ft NAME OF DEVELOPMENT: .1-Nrz► <wt.), S Lac e ccL - DEVELOPMENT ADDRESS: CASH ASSIGNMENT SHALL BE REFUNDED BY MAILING TO: (please print) DESCFUP • OF ITEMS TO B F DATE: t -13 -era +moo S. c. P •4cetcwo PERMIT NO.: tn4 i- 99 -00-7V NAME: IM 61< Nov L 1-04 EST' /cH TwmKS TEL NO. (5-01) 4 9 ft -03 Rio ADDRESS: .4f.9 y ct -s �tE �E�Oows 'Rh , G S CiTY/STATE/ZIP LI< oswe-_c o *• • ' 8 (T FERE 1 „S::. •. :. • CE 0 C.0 tIa.4. Oil .9 ?03S As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent In the amount of $ a / o s8, so ($150% of value to complete work described above) and attach supporting documentation for value of work. I will have this work carried out and call for a final inspection by this date: ( o es / 3 / / Rood), or risk having the City use these funds to cany out the work with their own contractor or in -house manpower. 111 fall to cany out the work, I hereby authorize s e City to • • onto the property to carry out completion of the above deficiencies. I further agree to complete all w•rk lists, a..ve prior to requesting inspection and release of these funds. • SIGNED: 1 TITLE: Cress migericpv ... sw..wa w.taa:aNlv.•,oM.gy�q:. yew ..wv.uwwyn`wq.P•�?a�+.Mw�yvw.. M SECTION 2 lto be'cotttOM :by:: l SIGNED: ,Lip,) i /IL{(co AMOUNT 2.1 t L (31e, 5 o CASH (ts( VAMAroo..v.■,,,W0.4. •. •• N64wrw•wM.,... wvn•!.wA: ,.4,,,*v..w!wwv.*nvH'M' vi THIS FUND IS AUTHORIZED TO BE ACCEPTED. DEPARTMENT HEAD: CASH EQUIVALENT Dab DEPOSITED THIS DATE: CITY RECEIPT NO. Z RECEIVED BY: vrvw.rw NC• v ,..:�..i,n•.� <.i;M..!![!�4•F... i:^ X. JV. t\!M ?]M:M.4:bi.0%•�Y.LOO.V%SP?T <.x .1., •MttMWenn, evel 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPERS REPRESENTATIVE: 0 o prarea by C All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash/cash equivalent. DATE: CHECKED BY:() 11/3/a2, �• QN (ft ` 01.ii y t CASH EQUIVALENT - LETTER AUTHORIZING RELEASE I have reviewed the above work and found it acceptable and therefore authorize the release of the above cash assignment. • 6'Z3LC �1 DEPARTMENT: 'Dail i c L t- AUTHORIZED BY: i x..V,'...v.v., CASH AMOUNT: RELEASED THIS DATE: CiTY CHECK NO. • %�MQUmA /x/.0065- x1+i%bgn:t4MOx.(V t<•JLdPi %V1:cpgiypYiypy .,, Upon completion through Section 2, Finance personnel shall send copies to: - Developer - Finance Department - Permit Coordinator, DCD RELEASED BY: , FINANCE DEPT. O(oftltWwMOnvtJ)p%J%U.1i•Mf { i.MM'JChO%L";t ba`t<41A R.W:i.NuM \•:4..rw.\.lw.vwax Upon completion of entire form, Finance personnel shall send copies to: - Developer - Finance Department GIN \tA - Permit Coordinator, oe1 l 14 Soo NNIA PC-- z w !Y� 00 N O CO U.1 - - I— • u_ w 0 gQ e7� =d t- w z wI- Uca 0 I- w w I- H w 0 IL▪ / = 0~ z January 13, 2000 Mr. Greg Villanueva City of Tukwila Department of Public Works 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Re: Performance Bond — Parkway Plaza es* JAN 1 2000 PUBLIC WORKS Enclosed is the above - mentioned bond per your discussions with Chuck Thomas in the MNK Northwest office. If you need additional information please contact Chuck Thomas. Kind Regards ti Terri Smalldon Cash Manager Better ways. Greater means. P.O. Box 57065, IRVINE, CA 92619 -7065 175 TI :uNoI.oc:v DRIvE, IICvINI•., CA 92618 949 -789 -8300 auu SUBDIVISION BOND (PERFORMANCE) KNOW ALL MEN BY THESE PRESENTS, that we MBK NORTHWEST Bond No. 23 -85 -52 Premium $105.00 as Principal, and AMERICAN HOME ASSURANCE COMPANY authorized to do business in the State of Washington , as Surety, are held and firmly bound unto co 0 City of Tukwila, Washington w _Ji- m H IJJ w as Obligee, in the penal sum of Twenty One Thousand Fifty Nine and 00/100 w O 2 • ($ 21,059.00 ) DOLLARS, lawful money of the United States of America, for the payment of which well and truly to be made, we bind ourselves, our heirs, executors, w w administrators, successors and assigns, jointly and severally, firmly by these presents. z1 o 1— O WHEREAS, MBK NORTHWEST w w U• 0 has agreed to construct in Tukwila, Washington O— O 1— WW H � the following improvements: Asphalt Pavement, Curbs & Gutters, Sidewalks, Road /Parking Appurtenances, Landscaping and u- O wz r• I 1- Special Purpose Lighting at Parkway Plaza NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall construct, or have constructed, the improvements herein described and shall save the Obligee harmless from any loss, cost or damage by reason of its failure to complete said work, then this obligation shall be null and void; otherwise to remain in full force and effect. Signed, sealed and dated this 13th day of S- 3689 /GEEF 2/98 January , 2000 , AMERICAN HOME ASSURANCE COMPANY By: Rhonda C. Abel Attor :y -in -Fact 4 P z CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT State of California County of Q rcur tat_. on /- i3--00 Date personally appeared Da( c e e e , before me, MICHELLE M. FARINA Y'►` Commission # 1220717 n: Notary Public - California ``z'::i1) Orange County My Comm. Epies May22, 2003 Place Notary Seal Above 6-kaflc ri1. Ftri; Al 6 �Z7r�f /Do bGc, Name and Title of Officer (e.g., "Jane Doe. Notary Publi ') N me(s) of Signer(s) personally known to me L] proved to me on the basis of satisfactory evidence to be the person . whose namef,•Sr) ejace., subscribed to the within instrument and acknowledged to me that e/ )34/tdexecuted the same in his air authorized capacityt and hthat by eierithen- signatureAon the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. OPTIONAL Signature of otary ublic Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Su b(ik i './ 1.S. t (S`n aoy\ci Document Date: I ob Number of Pages: 1 Signer(s) Other Than Named Above: Capacity(ies) Claimed by Sign • r Signer's Name: r d ❑ Individual ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator C�1 ❑ Other: Signer Is Representing: RIGHT THUMBPRINT • OF SIGNER .. Top of thumb here ® 1997 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313-2402 Prod. No. 5907 Reorder: Call Toll -Free 1-800-876-6827 State of California County of Orange On j.- 1.2,.- o before me, Jane Kepner, Notary Public personally appeared Rhonda C. Abel personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is /are subscribed to the within instrument and acknowledged to me that he /she /they executed the same in his /her /their authorized capacity(ies), and that by his /her /their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. n�`rr AJCoNE B . KE PNER e C•omTAmPmC p1ri1Cl3A5U5FO4 RNUR i, E. April 25, 44: ,G ,''kZ'.il'gA44.4,:k 220F;++n. N'..2t :i „'4+.'s'S iii4 ikaare X14 Mitib 4g.r'�, 3 An16 i•ican Home Assurance Com ,y National Union Fire Insurance Co►► ►pang of Pittsburgh, Pa. Principal Bond Office: 70 Pine Street, New York, N.Y, 10270 KNOW ALL MEN BY TIIESE PRESENTS: POWER OF ATTORNEY No.S$ -13- 31726 That American Monte Assurance Company, a New York corporation, and National Union Fire Insurance Company of Pittsburgh, Pa., a Pennsylvania corporation, does each hereby appoint - -- Stanley C. Lynn, James A. Schaller, Jane Kepner, Nanette MarieIla- Myers, Rhonda C. Abel, Mike Parizino, Jeri Apodaca, Linda Enright, Janina Monroe: of Costa \less, California - -- its true and lawful Attorney(s) -in -Fact, with full authority to execute on its behalf bonds, undertakings, rccognizances and other contracts of indemnity and writings obligatory in the nature thereof, issued in the course of its business, and to bind the respective company thereby. IN WITNESS \VIIEREOF, American Home Assurance Company and National Union Fire Insurance Company of Pittsburgh, Pa. have each executed these presents ol this 9th day of December, 1999. Lawrence W. Carlstrom, Senior Vice President National Union Fire Insurance Company of Pittsburgh, PA. Vice President, American Home Assurance Company STATE OF NEW YORK } COUNTY OF NEW YORK )ss. On this 9th day of December, 1999 before me came the above named officer of American Home Assurance Company and National Union Fire Insurance Company of Pittsburgh, Pa., to Inc personally known to be the individual and officer described herein, and acknowledged that he executed the foregoing instrument and affixed the seals of said corporations thereto by authority of his office. 5OSEPH 8, NOZZOIIo Notary Public, State o' New Yorl' Ito, 01•N04652754 Qualified in V /€stchc.tter„C.OUn y Tenn E,;pirs Jan, 31, "% CERTIFICATE liacc ;'•.• of R' ",iut;m ': ; : a b•• t;r: i.. ,; of I' ; t:i tu.:: I.. .ri.:, +: Home Assurance Company and National Union Fire Insurance Company of Pittsburgh, Pa. on May 18, 1976: "RESOLVED, that the Chairman of the Board, the President, or any Vice President he, and hereby is, authorized to appoint Attorneys -in -Fact to represent and act for and on behalf of the Company to execute bonds, undertakings, recognizances and other contracts of indemnity and writings obligatory in the nature thereof, and to attach thereto the corporate seal of the Company, in the transaction of its surety business; "RESOLVED, that the signatures and attestations of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company when so affixed with respect to any bond, undertaking, recognizance or other contract of indemnity or writing obligatory in the nature thereof; "RESOLVED, that any such Attorney -in -Fact delivering a secretarial certification that the foregoing resolutions still be in effect may insert in such certification the date thereof, said date to be not later than the date of delivery thereof by such Attorney -in- Fact." I, Elizabeth Nt. Tuck, Secretary of American Home Assurance Company and of National Union Fire Insurance Company of Pittsburgh, Pa. do hereby certify that the foregoing excerpts of Resolutions adopted by the Boards of Directors of these corporations, and the I'owet's of Attorney issued pursuant thereto, are true and correct, and that both the Resolutions and the Powers of Attorney are in full force and effect. IN WITNESS \\'IIEREOF,1 have hereunto s, t my hand and affixed the facsimile seal of each corporation 65166 (4/99) this 3`"cfay of_ ts. .1$//,'/ ° /s / ' ,.hj ����� 2)49 r✓ ' (' i` ' 1�ti ti4 ✓"� )t Elizabeth M, Tuck, Secretary E4Rf+ Vii •g . +•('ctil� lit f, t•ti� \t`1 \)i lfi�j'1 ,11 if1 ,1:i1 h'r1P 111'i,��''� • +.pvi+'Y1i4i '`x January 14, 2000 Mr. Greg Villanueva City of Tukwila Department of Public Works 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Re: Performance Bond Surety Rider — Parkway Plaza RECEIVED JAN 1 8 2000 TUKWILA PUBLIC WORKS Enclosed is the above - mentioned surety rider you requested. If you need additional information please contact me. Kind Regards, Terri Smalldon Cash Manager ,060.(b),, Better ways. Greater mernns. P.O. I3ox 57065, 1IwINe, CA 92619 -7065 175 TECHNOLOGY DRIVE, IRVINE, CA 92618 949 -789 -8300 r.;SUiEt;.lt; it4v'.,L..;,xx.4kM1t, %ia2 ti1.`'ri :444 4 :,:+.4 t., t ii trkJ�l >.;h t. �'usry r i e huRi+� >J : S$cuAz s; ;;b r:ra ?G, ,.1' i 1,:.4 AIU Insurance Company American Home Assurance Company Granite State Insurance Company The Insurance Company of the State of Pennsylvania National Union Fire Insurance Company of Pittsburgh, Pa. New Hampshire Insurance Company American International Companies Principal Bond Office 70 Pine Street New York, N.Y. 10270 RECEIVED 33012 (7/06) sspv`i�•ry ^iB1: SURETY RIDER To be attached to and farm a part of Bond No 23 -85 -52 dated January 13, 2000 executed by MBK Northwest American Home Assurance Company City of Tukwila, Washington In consideration of the premium charged. It is understood and agreed that, effective on JAN 1 8 2000 PUBLIC WORKS es Principal. and as Surety, in favor of as Obligee. January 13, 2000 this bond is amended to include the following in the description of the improvements: PERMIT NO. MI98 -0078 AND PERMIT NO. D98 -0340 MBK Northwest's letter of January 13, 2000 in response to the Correction List Provided, however, that the liability of the Surety under the attached bond and under the attached bond as changed by this rider shall not be cumulative. Nothing herein contained shall be hold to vary, waive, ehar or extend any of the terms, conditions, agreements or warranties of the above - mentioned bond. other than as stated above. Signed, sealed and dated January 14. 2400 Accepted: (Obrg•) AMERICAN HOME ASSURANCE COMPANY By By Mfg) u* ''iiz'wf #,rfh`iG`:ut >�tibl*, ",?k (Surely) ILA 1 C dt2# .na,,.r1 Rhonda C. Abel CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT J] State of California County of t J rGZ-it On /—,`C`oo Dale personally appeared , before me, /rim[ Ne v lobl�c, Name and Title of Officer e.g., "Jane/woe, Notary Publ ) ;, MICHELLE M. FARINA Commission # 1710717 f Notary Public - California -moor Orange County My Camm. Expies May22.2033 Place Notary Seal Above Name(s) of Signer(s) impersonally known to me i proved to me on the basis of satisfactory evidence to be the person(¢) whose name($'] subscribed to the within instrument and acknowledged to me that ) /tpey executed the same in is tecir uthorized capacity(), and that by ht4/t13eir signature(.) on the instrument the person($), or the entity upon behalf of which the person( acted, executed the instrument. it-- WITNESS my hand /andoffffiicial seal. Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document • or Type of Document: 3 1 j (` �` •t1 Gt -e_ r Document Date: /— /q — 0 0 Number of Pages: Signers) Other Than Named Above: Capacity(ies) Claime by Signe Signer's Name: _lute t� V_G.Wt..p ❑ Individual ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited Cl General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: l t l - i v d cf /i (,Ue S 1 Goo RIGHT THUMBPRINT OE SIGNER: Top of thumb here AR ® 1997 National Notary Association • 9350 De Soto Ave.. P.O. Box 2402 • Chatsworth, CA 91313.2402 Prod. No. 5907 Reorder: Call Toll -Free 1. 8004176.6827 I; .. „».o4V4AVOM TRizsuaRe41∎ ti:1.' Ate.:. er' aatilftWOON,., bauwnaaaznn0=Mkt •a State of California County of Orange On / -- / L{- —00 before me, Jane Kepner, Notary Public personally appeared Rhonda C. Abel personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he /she /they executed the same in his /her /their authorized capacity(ies), and that by his /her /their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. JANE KEPNER 0w_mai7' y' (r��� comm. #1135534 i F'1 •TARYPUBLIC CALIFORNIA Comm Exp. April 25. 2001 U tl ,O;Zt V?'1'Wx.1£x'F4! ,,rLvt t,r "pr t axnl u3?11'fn' ; tNtOu..'p. ; ∎VPO G+s'M+ +3'1.:'% "irk`.KY.+. z W ce JU U 0 U U ww J H • U.. w 0 2 �< =• d w z� �o w°- w U 0 O - O F- wW u 0 ..z w U= 0 z American Home Assurance Com ''.v National Union Fire Insurance Cor..11any of Pittsburgh, Pa. Principal Bond Office: 70 Pine Street, New York, N.Y. 10270 KNOW ALL MEN BY TIIESE PRESENTS: POWER OF ATTORNEY No.88 -13 -34726 That American Home Assurance Company, a NOV York corporation, and National Union Fire Insurance Company of Pittsburgh, Pa., a Pennsylvania corporation, does each hereby appoint - -- Stanley C. Lynn, James A. Schuller, Jane Kepner, Nanette Mariella- Myers, Rhonda C. Abel, Mike Pa rizino, Jeri Apodaca, Linda Enright, Janina Monroe: of Costa Mesa, California - -- its true and lawful Attorneys) -in -Fact, with full authority to execute on its behalf bonds, undertakings, recognizances and other contracts of indemnity and writings obligatory in the nature thereof, issued in the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF, American Home Assurance Company and National Union Fire Insurance Company of Pittsburgh, Pa. have each executed these presents this 9th day of December, 1999. Lawrence W. Carlstrom, Senior Vice President National Union Fire insurance Company of Pittsburgh, PA. Vice President, American Home Assurance Company STATE OF NEW YORK } COUNTY OF NEW YORK }ss. On this 9th day of December, 1999 before ate came the above named officer of American Home Assurance Company and National Union Fire Insurance Company of Pittsburgh, 1'a., to me personally known to be the individual and officer described herein, and acknowledged that he executed the foregoing instrument and affixed the seals of said corporations thereto by authority of his office. iLiztar, � 2 ` 7 5OSEPH E. NOZZOtlr1 !' e ,ry Public, Store co Now fort p•O. 01. NO4652754 Turin in vveaenc.sr.»r,C',. •. +,, a Expiros Jan, 31, tJ CERTIFICATE Excerpts of Resolutions adopted by the hoards of Directors of American Home Assurance Company and National Union Fire Insurance Company of Pittsburgh, Pa. on May 18, 1976: "RESOLVED, that the Chainnan of the Board, the President, or any Vice President be, and hereby is, authorized to appoint Attorneys -in -Fact to represent and act liar and on behalf of the Company to execute bonds, undertakings, rccognizances and other contracts of indemnity and writings obligatory in the nature thereof, and to attach thereto the corporate seal of the Company, in the transaction of its surety business; "RESOL\'L11, that the signatures and attestations of such officers and th;; seal of the Company may he affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate hearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company when so affixed with respect to any bond, undertaking, recognizance or other contract of indemnity or writing obligatory in the nature thereof; "RESOLVED, that any such Attorney -in -Fact delivering a secretarial certification that the foregoing resolutions still he in effect may insert in such certification the date thereof, said date to be not later than the date of delivery thereof by such Attorney -in- Fact." • 1, Elizabeth M. Tuck, Secretary of American Home Assurance Company and of National Union Fire insurance Company of Pittsburgh, 1'a. do hereby certify that the foregoing excerpts of Resolutions adopted by the Boards of Directors of these corporations, and the Powers of Attorney issued pursuant thereto. are true: and correct, and that both the Resolutions and the Powers of Attorney are in full force and effect. IN WITNESS \ \'IIEREOF, I have hereunto set my hand and affixed the facsimile seal of each corporation 65166 (4/99) this _17_day of ;:"(•• ;f) 3s4K ; (%,'i � • .. /i f ; , • Elizabeth tvl. "fuck, Secretary 2, o 0 •r';',i01it` ,'J3ri. :13 00 12:32p 1 -13 -2000 9:28AM mall contractors, inc. • 0 a 0 z O m 3 0 0 o, a O 0 O O 61-y Roh King FRG . MBK Northwest, Inc. I949 SW Meadows Rd. ke Oswego, OR. 97035 . Chuck Thomas Dave Moore ursday, January 13, 2000 42F- 778 -3921 . Re: City required bond estimate amount on Parkway Plaza Per a meeting held at the City Of Tukwila public works office Wednesday, January 12, 2000. The following information is specific to items and amounts as shown within the Bond Amount Estimate. Item 1 57"' Roadway Striping This work is weather and temperature sensitive and will be completed within the first available opportunity. Expected opportunity within 45 cal days. Attached Est. CSI Code 2740.00 Bond Value $ 3,000.00 Item 2 Minor spells in 2 locations of 2 in. diameter at the new curb installed along 570. This work is weather and temperature sensitive and will be completed within the first available opportunity. Expected opportunity within 45 cal days. Attached Est. CSI Code 2770.00 Bond Value $ 200.00 Item 3 Remove and reinstall curb and gutter at the knife valve along 180th , this is old failing surface and was not located on the permit drawings. This wgrk is weather and temperature sensitive and will be completed within the first available opportunity. Expected opportunity within 45 cat days. Attached Est. CSI Code 2770.00 Bond Value $ 1,050.00 Item 4 Installation of Sidewalk east of the eastern most driveway egress along 180t. ,/ 0- This Item has not been installed as it will be used as a construction access for the building construction for the building not yet under construction. Expected completion 150 1n j.gcal days. p.4 P. 3 011`' ' • Attached est CSI Code 2775.00 Bond Value $ 1,000.00 Item 5 Install a type I guard rail ( Stand alone) at the southeasterly corner of the site as }}the roadway converges to the existing bridge within the City right of way. This work was �t i1` not located on the permit drawings. Expected •� pe g peeled opportunity to complete. 45 ea) days. • • �,0:)11<, Attached Est CSI Code 2840.00 Bond Value $ 2,989.00 Ir S 'I, k� Item 6 Rework and add soil and reseed with bio -swale mix as to regrade a portion of this s' a�' .I swale. This will include adding a 90 degree upturn to the existing pipe as installed, This L Ci a )•��, is located at the exit of the vault outfalL This -work was not located-on the permit 1 • 1y`-yildrawings. Expected opportunity to complete 150 cal days. I atr �j ,t''' Attached Est. CSI Code 2915.00 Bond Value $ 700.00 /Item 7 Change and replace the (3 ) Three each RS -24 Concrete light poles and arms `" as shown on the permit set of drawings to ( 3 ) each RS -20 spun aluminium light poles. This was stated within the above meeting as a drawing error in plan gubmittal by the engineer. n A Attached Est CSI Code 16660.00 Bond Value $ 5,100.00 •1 :Jan. :13 00 12:31p 1 -13 -2000 9:27AM mi ttheLt contractors, inc. MoOod of Rdo3 pief f fesodoadielQwfis310 uolstan xej Rol -King FRC MITCHELL CONTRACTORS INC. 1 2000.000 eG 1 42-778-3321 PROPOSAL CRY BOND ESTIMATE P.3 P. 2 Page 2 1/13/2000 8:57 AU 2740.000 R A2770.000 2775.000 SidawaN(s G�vn0 Installation of Sidwai* ( North of East Olive Entry ) SITE CONSTRUCTION Asphalt Pavement Striping (Striping Specialties/ Markers ® S7th) Asphalt Pavement Curve & Gutters High Strengh Patching Compound Repair Remove and Replace (20 If Curb/Gutter al 100th Knife Valve location) Curbs & Gutters Sidewalks y 2840.000 Lad/Parting Appurtenants oa, Type I Gaurd Rail ( Install 30 If At 57th St. Bridge Connection ) Ca> Road/Parking Appurtenance 2915.000 Landscaping Fin13h Sods Import / Placement & Reseeea (At tiro. Swale ) 5 ■./1 Landscaping 16000.000 16550.000 s"-- 0\ 0\1, Q\ J. '4, 3ubeentraet 3.000 3.000 200 1.050 1.250 1.000 1.000 2.989 2,980 700 700 SITE CONSTRUCTION ELECTRICAL Special Purpose Lighting Remove and Replace (3 Ea. light Pole Replace to City Reg RS -20) Special Purpose Lighting 8,030 5.100 5.100 ELECTRICAL Estimate Totals; 14,039 Total 14,039 14,039 5.100 14rut {li City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director March 30, 2000 Roger Stange Benner Stange Associates 5000 SW Meadows Road Suite 430 Lake Oswego, Or. 97035 Re: MI 98 -0078 Dear Roger This letter is a follow up from our conversation after the BAR hearing, as well as, my phone call regarding the replacement trees for the South Lot Development. The replacement trees are needed for the trees that were cut along the south property line that were going to be saved. Under the Tree Ordnance, section 18.54, you would need to plant 24 trees, however, since you have planted 12 trees in the area already, 12 additional trees need to be planted. The Landscape Plan needs to be revise to show where and types of tree that will be planted. The revised plan needs to be submitted to Nora Gierloff for her approval. The addition trees need to be planted before Bond number 23 -85 -52 can be release. If you can not find room for the additional trees, there is space for the trees at Tukwila Pond. You can contact Paul Surek, Park Superintendent at (206) 433 -1869 for further detail regarding this option. Please contact Nora Gierloff at 206 431 -7141, if you should have any additional questions. incerely Yours .z- 6? (\,tCe Ja k P. Pace P1 nning Manager Cc Nora Gierloff 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 TO: FROM: DATE: SUBJECT: City of Tukwila John W. Rants, Mayor Department of Public Works James R Morrow, P.E., Director NOTIFICATION OF UTILITY PERMIT ACTION Permit Center Public Works Engineering July 8, 1999 PARKWAY SUPERCENTER PARCEL C 18004 Southcenter Pkwy Project Number: PRE97 -037 Permit Number: MI98 -0078 Contact Person: Rob King Phone: (425) 778 -1921 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON July 8, 1999: Traffic Mitigations Sewer Assessment Channelization/Striping Curb cut/Access /Sidewalk Fire Loop /Hydrant Land Altering Sanitary Side Sewer Sewer Main Extension Storm Drainage Street Use PERMIT FEE $ 82,590.00 `/ 5,031.35 25.00 25.00 25.00 21 0.00 20.00 25.00 25.00v 25.00 ✓ Total: $ 88,00446 Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. JJS /jjs CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Dept. (with copy of application ) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax: (206) 431 -3665 :YSeyl �zF.$Si:ri:�iit�C? to ts0.1441:40at1i • i1. of FISH WILDLIFE HY„12AULIC PROJECT APPROV RCW 75.20.100 or RCW 75.20.108 DATE OF ISSUE: March 11. 1999 State of Washington Department of Fish and Wildlife Region 4 Offlce 16018 Mill Creek Boulevard Mill Creek, Washington 98012 LOG NUMBER: 00- D5089.02 At the request of, Rob King, on March 9, 1999, this Hydraulic Project Approval (HPA), which now supersedes all previous HPAs for this project, is a renewal of the original HPA issued on October 7, 1998. PERMITTEE MBK Northwest 7690 Southwest Mohawk Street Tualatin, Oregon 97062 (503) 691-9500 PROJECT DESCRIPTION: PROJECT LOCATION: COUNTY # MIA WATER BODY King 1 09.mics Unnamed • NOTE: This culvert is proposed for installation in a location where fish passage is not a concern. PROVISIONS 1. TIMING LIMITATIONS; The project may begin Immediately and shall be completed by September 1, 1999. 2. NOTIFICATION REQUIREMENT: The permittee or contractor shall notify the Area Habitat tat Biologist o a(IAHB� listed below, by FAX at (425) 649 - 70841, of the project start date. Notification shall by working days prior to the start of construction activities. The notification shall include the permittee's name, project location, starting date for work, and the control number for this Hydraulic Project Approval. 3. Work shall be accomplished per plans and specifications entitled, "Parkway Supercenter ", dated August 20, 19-;,8, and submitted to the Washington Department of Fish and Wildlife, except as modified by this Hydraulic Project Approval. These plans reflect design criteria per Chapter 220 -110 WAC. These plans reflect mitigation procedures to significantly reduce or eliminate impacts to fish resources. A copy of these plans shall be available on site during construction. 4. A temporary bypass to divert flow around the work area shall be in place prior to initiation of other work in the wetted perimeter. A pump or culvert may be used as a bypass method. 5. A sandbag revetment or similar device shall be installed at the bypass inlet to divert the entire flow through the bypass. 6. A sandbag revetment or similar device shall be installed at the downstream end of the bypass to prevent backwater from entering the work area. 7. The bypass shall be of sufficient size to pass all flows and debris for the duration of the project. CITY RECEIVED WILA AUTHORIZED AGENT OR CONTRACTOR Barghausen Consulting Engineers Art "bNTION: Brian Smith 18215 72" Avenue South Kent, Washington 98062 (425) 251 -6222 Fax: (425) 251 -8782 Extend culvert , install outfall and construct channel. Southcenter Parkway and 180th Street Southwest TRIBUTARY TO 1/4 SEC, SEC. TOWNSHIP RANGE Green River SWNE 35 23 North 04 East Page l of mich5.0000 lifI n 7 1999 PERMIT CENTER YDRAULIC PROJECT APPI VAL RCW 75.20.100 or RCW 75.20.108 DATE OF ISSUE: March 11. 1999 State of Washington Department of Fish and Wildlife Region 4 Office 16018 Mill Creek Boulevard Mill Creek, Washington 98012 LOG NUMBER: 00- D5089,02 8. Prior to releasing the water flow to the project area, all bank protection or armoring shall be completed. 9. The stream bank at the point of the discharge shall be armored to prevent scouring. 10. Fill associated with the culvert installation shall be protected from erosion. 11. Before water is diverted into the new channel„ streambed materials and bank protection to prevent erosion shall be in place. . 12. A minimum of 6 inches deep of clean, river gravel with a size composition of 4 inches to 1.5 inches shall be placed throughout the channel. to 13. Erosion control methods shall be used to prevent silt -laden water from entering the stream. These may include, but z w = are not limited to, straw bales, filter fabric, temporary sediment ponds, check dams of pea gravel -filled burlap bags or other material, and/or immediate mulching of exposed areas. w O 14. Wastewater from project activities and water removed from within the work area shall be routed to an area landward U • � of the ordinary high fn ary gh water line to allow removal of fine sediment and other contaminants prior to being discharged to 10,— the stream. wW 15. All waste material such as construction debris, silt, excess dirt or overburden resulting from this project shall be L1-- O removed from the site or stored in a manner sediment will not enter the stream or storm system drainage o . U co O~ z Q• ~ w 6 J0 O 00 co N W J i•— N LL w 0 16. Extreme care shall be taken to ensure that no petroleum products, hydraulic fluid, fresh cement, sediments, sediment - laden water, chemicals, or any other toxic or deleterious materials are allowed to enter or leach into the stream. 17. Alteration or disturbance of the bank and bank vegetation shall be limited to that necessary to construct the project. Within seven calender days of project completion, all disturbed areas shall be protected from erosion using vegetation or other means. Within one year of project completion, the banks, including riprap areas, shall be revegetated as shown in the landscape plan and maintained as necessary for throe years to e:.,;ure 80 percent survival. 18. SEPA: MDNS by City of Tukwila final on October 1994. 19. APPLICATION ACCEPTED: October 2, 1998 20. ENFORCEMENT OFFICER: Peck 024 [P3] Philip Schneider (425) 391 -4365 Area Habitat Biologist for Director WDFW GENERAL PROVISIONS Arliirt y .4 4:' 4.0% 44A1 • •ti K Page 2 of 4 z 3 Wariiasoa BOartaleld FISH ow WILDLIFE H )RAULIC PROJECT APPRO ,L RCW 75.20.100 or RCW 75.20.108 DATE OF ISSUE: March 11. 1999 State of Washington Department of Fish and Wildlife Region 4 Office 16018 Mill Creek Boulevard Mill Creek, Washington 98012 LOG NUMBER: 00- D5089.02 This Hydraulic Project Approval (HPA) pertains only to the provisions of the Fisheries Code (RCW 75.20). Additional authorization from other public agencies may be necessary for this project. This HPA shall be available on the job site at all times and all its provisions followed by the permittee and operator(s) performing the work. This HPA does not authorize trespass. The person(s) to whom this HPA is issued may be held liable for any loss or damage to fish life or fish habitat which results from failure to comply with the provisions of this HPA. Failure to comply with the provisions of this Hydraulic Project Approval could result in a civil penalty of up to one hundred dollars per day or a gross misdemeanor charge, possibly punishable by fine and/or imprisonment. All HPAs issued pursuant to RCW 75.20.100 or 75.20.160 are subject to additional restrictions, conditions or revocation if the Department of Fish and Wildlife determines that new biological or physical information indicates the need for such action. The permittee has the right pursuant to Chapter 34.04 RCW to appeal such decisions. All HPAs issued pursuant to RCW 75.20.103 may be modified by the Department of Fish and Wildlife due to changed conditions after consultation with the permittee: PROVIDED HOWEVER, that such modifications shall be subject to appeal to the Hydraulic Appeals Board established in RCW 75.20.130. APPEALS - GENERAL INFORMATION IF YOU WISH TO APPEAL A DENIAL OF OR CONDITIONS PROVIDED IN A HYDRAULIC PROJECT APPROVAL, THERE ARE INFORMAL AND FORMAL APPEAL PROCESSES AVAILABLE. A. INFORMAL APPEALS (WAC 220 -110 -340) OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 75.20.100, 75.20.103, 75.20.106, AND 75.20.160: A person who is aggrieved or adversely affected by the following Department actions may request an informal review of: (A) The denial or issuance of a HPA, or the conditions or provisions made part of a HPA; or (B) An order imposing civil penalties. It is recommended that an aggrieved party contact the Area Habitat Biologist and discuss the concerns. Most problems are resolved at this level, but if not, you may elevate your concerns to his/her supervisor. A request for an INFORMAL REVIEW shall be in WRITING to the Department of Fish and Wildlife, 600 Capitol Way North, Olympia, Washington 98501 -1091 and shall be RECEIVED by the Department within 30 -days of the deniai or issuance of a HFA or ecceipt of an order imposing civil penalties. The 30 -day time requirement may be stayed by the Department if negotiations are occurring between the aggrieved party and the Area Habitat Biologist and/or his/her supervisor. The Habitat Protection Services Division Manager or his/her designee shall conduct a review and recommend a decision to the Director or its designee. If you are not satisfied with the results of this informal appeal, a formal appeal may be filed. B. FORMAL APPEALS (WAC 220 - 110 -350) OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 75.20.100 OR 75.20.106: A person who is aggrieved or adversely affected by the following Department actions may request an formal review of: (A) The denial or issuance of a HPA, or the conditions or provisions made part of a HPA; (B) An order imposing civil penalties; or (C) Any other "agency action" for which an adjudicative proceeding is required under the Administrative Procedure Act, Chapter 34.05 RCW. A request for a FORMAL APPEAL shall be in WRITING to the Department of Fish and Wildlife, 600 Capitol Way North, Olympia, Washington 98501 -1091, shall be plainly labeled as "REQUEST FOR FORMAL APPEAL" and shall be RECEIVED DURING OFFICE HOURS by the Department within 30 -days of the Department action that is being challenged. The time period for requesting a formal appeal is suspended during consideration of a timely informal appeal. If there has been an informal appeal, the deadline for requesting a formal appeal shall be within 30 -days of the date of the Department's written decision in response to the informal appeal. .,' i�( o�: 4�tu+} �Kr; y; s!, u�(}(; ,.—�.�y- y,.,t.�p— ...�1?�T:.��i� �i«�4r.�q,�nyr. �:.+..:: x;a •er...�:, Page 3 of 4 z ~ w J0 00 to LLI J= F- w0 LL? co H z= F- O w~ w 0 O -(9- aE- W I— H LL- -O Wz O ci) O ~' z Walton Dewclaw ifILDL178 1 .DRAULIC PROJECT APPR( ''AL RCW 75.20.100 or RCW 75.20.108 State of Washington • Department of Fish and Wl:dlife Region 4 Office 16018 Mill Creek Boulevard Mill Creek, Washington 98012 DATE OF ISSUE: March 11. 1999 LOG NUMBER: 00- D5089.02 C. FORMAL APPEALS OF DEPARTMENT ACTIONS TAKEN PURSUANT TORCW 75.20.103 or 75.20.160: A person who is aggrieved or adversely affected by the denial or issuance of a HPA, or the conditions or provisions made part of a HPA may request a formal appeal. The request for FORMAL APPEAL shall be in WRITING to the Hydraulic Appeals Board per WAC 259 -04 at Environmental Hearings Office, 4224 Sixth Avenue SE, Building Two - Rowe Six, Lacey, Washington 98504; telephone 360/459 -6327. D. FAILURE TO APPEAL WITHIN THE REQUIRED TIME PERIODS RESULTS IN FORFEITURE OF ALL APPEAL RIGHTS. IF THERE IS NO TIMELY REQUEST FOR AN APPEAL, THE DEPARTMENT ACTION SHALL BE FINAL AND UNAPPEALABLE. .•'i'Nis.:S .v:« iiattrf ��F T.6�" • `. Page 4 of 4 MAR ' � -� ;59 4 - Joanna Spencer City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES June 17, 1999 RE: Parkway Supercenter Parcel C City of Tukwila Permit Nos. MI98 -0078 and MI98 -0238 Our Job No. 6315 Dear Joanna: CRY OFFTUKwILA JUN 1 8 1999 PERMIT CENTER We have revised the civil engineering design plan for the road improvements along the 57th Avenue South for the above - referenced project in accordance with the review correction letter no. 6 dated June 14, 1999, received from your office. More specifically, your comments have been addressed as follows: 57th Avenue South Plan and Profile 1. We have coordinated with Chadwick & Winters Land Surveyors, Inc to provide additional right - of -way boundary control information on the ALTA survey including the orientation of the monumentation at the intersection of Southcenter Parkway and South 180th Street. We have used the above - referenced ALTA survey for the basis of the existing centerline of the right -of -way along 57th Avenue South to ensure that no improvements are proposed outside of the right -of -way along the west portion of this road. The right -of -way dedication shown on the plans is based on the existing right -of -way centerline along 57th Avenue South as shown on the survey. All improvements proposed are stationed and offset from the centerline of the right -of -way as shown on the survey. 2. The proposed grade along the gutter line has been revised to incorporate a 2 percent fall from the centerline of the road with a 2 -inch overlay over the existing roadway. We have also provided thickened edge asphalt along the west side of the road with a catch basin to tight line runoff to the storm drainage pipes along the east side of the road. 3. We accommodated lane geometry for the traffic signal operation to provide a right turn lane. 4. We have added the intermediate and advanced traffic loops to the traffic signal, as requested. 5. We have added a separate service and service cabinet and provided a 2 -inch conduit run as LtE ILA for future needs as requested. l JUN 1 9 1999 PERMIT CENTER 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 FAX Joanna Spencer City of Tukwila -2- June 17, 1999 6. We have revised the wattage for the street lights from 250 watts to 200 watts, as indicated in your letter. We are enclosing four complete sets of the revised plans including the updated ALTA survey from Chadwick & Winters for your final review and approval. Should you have any questions or need additional information, please contact me. 0O CO C3 LLI Respec lly, u-. , 0 d I- III z� I- O Z w w UO O N O I- W W u. O WZ U 2' O~ z Ali Sadr, P.E. Senior Project Engineer AS /ph /sm 6315C.026 enc: As Noted cc: Rob King, RC Consulting Services Daniel K. Balmelli, Barghausen Consulting Engineers, Inc. RECEIVED CITY OF TUKWILA JUN 1 8 1999 PERMIT CENTER ».._.,.....'.; ��..m,,.w........ ............. ...._....... ....__.., ..............,,,.....,.... way, aNnweavan7t� )T� +h7PRtlAxkhiih'trStTtS48 City of Tukwila Public Works Department 6200 Southcenter Boulevard Tukwila, WA 98188 RE: Parkway Supercenter Our Job No. 6315 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES May 27, 1999 RECEIVED CITY OF TUKWILA MAY 2 8 1.9c9 PERMIT CENTER MIQrGC78 Submitted herewith are the modified civil engineering plans for the above - referenced project dated May 26, 1999. The plans have been modified based on the comments received from the City dated May 18, 1999. We are resubmitting four complete sets of revised plans, with the appropriate revision block inserted, the original redline set, and the revision resubmittal form as required. The following is a brief description of the modifications made to the plans: 1. We have modified the callout for the existing storm drainage pipe located near the restaurant to indicate that the pipe is to be removed. 2. We have added to the callout for the new 20- foot -wide private storm drainage easement that this is to be maintained by the property owner. 3. Minor adjustments have been made to the water main system located near the tapping point on 57th Avenue South due to the new widening of 57th Avenue South as indicated. 4. We have also made minor modifications to the sanitary sewer service for the restaurant in order to keep the proposed manhole out of the public right -of -way. 5. We have adjusted the existing centerline of 57th Avenue South to conform to the existing monument location at the intersection of South 180th Street and 57th Avenue South. With this adjustment, we have modified the right -of -way dedication and the street design to conform to this new layout. All design elements of the new 57th Avenue South layout are shown on the plan for your review. The new design elements include an additional 8- foot -wide asphalt strip on the west side of 57th Avenue South, and additional widening along the east side of 57th Avenue South. The entrance to the site has been relocated to approximately Station 2 +90 to conform with the requirements for stacking for northbound traffic and for visibility requirements north of the existing bridge. 6. We have revised the traffic channelization on 57th Avenue South to accommodate the surveyed centerline. The traffic study recommendations provide a northbound left -turn pocket Q- length of 230 feet. We have proposed this with a combination designated northbound left -turn to a two - way left -turn pattern as shown in the City's standard plans. The taper length, shown on the plan, uses MUTCD formula for speeds less than 45 mph. The calculated taper length is 122.5 feet. 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 FAX w'" City of Tukwila Public Works Department CITY OF ETUKWIIA 1'4,4Y 2 8 1999 -2- PERMIT CENTER May 27, 1999 We rounded this off to 125 feet in application. The taper ends at the abutment of the existing 24- foot -wide bridge. The taper constituted additional widening to the west side of the road. With the new curb and gutter offset, it was necessary to provide new saw -cut loop detectors for the stop bar detection. We have placed the construction notes on the illumination and electrical plan. z ~w re The following is a brief description of the revisions made to the plans relating to the City correction letter dated o April 1, 1999: o co u.i .1 = u) u. w0 J u_Q 2. U.V. Vault Company has modified their plans to show three access holes at 24 -inch diameter co each. a each. All invert elevations match between our plans and theirs. H w zE 3. Cross referencing of the geotechnical report has been shown on the cover sheet as requested. z O ww 4. The geotechnical engineer and utility vault engineer will inspect the installation of the vaults as requested. v O- 0 I-- We have discussed the modifications to the water main system with Highline Water District for their approval w w of adjustments that were necessary. Highline Water District has approved the modifications and only require H t? that we send them two copies of the modified plan for their records. u- ~O z 1. There are no vaults within fire access roads, except the water quality vault located near the restaurant. We have coordinated with the Fire Marshal to demark the underground vault location properly. The proposed markings met Tukwila's fire requirements. Mr. Nick Olivas indicated he would notify Public Works of his approval. All street centerline alignment adjustments for 57th Avenue South will be processed by the surveyor for MBK Northwest for legal adjustments that may be required. Barghausen Consulting Engineers, Inc., will modify the legal descriptions for the right -of -way dedications and other utility easements, if necessary, and will submit these to the City of Tukwila for review and approval prior to the Certificate of Occupancy being granted. We understand that MBK Northwest has obtained approval from Segale, the adjacent property owner, for entering their property to install the 8 -inch water main system as shown on the plans. MBK Northwest will provide the City of Tukwila and Highline Water District the signed agreement as requested. We hope the adjustments made to these plans will meet the City of Tukwila's requirements for issuance of the grading and utility permit for MBK Northwest. If you have any questions or need any clarification to any of the items listed, please feel free to contact me or Dan Balmelli at this office. Respectfully, Brian Smith Project Engineer BS /sm [6315C.023] enc: As Noted cc: Rob King, R.C. Consulting Services Roger Stange, Benner Stange & Associates Jim Morrow, City of Tukwila Joanna Spencer, City of Tukwila Daniel K. Balmelli, Barghausen Consulting Engineers, Inc. z City of TuNwila 6200 Southcenter Boulevard • Tukwila. tlrashington 98188 TO: 31-4.1.N 4r,_ FROM• J t 11 I� Qr ro ( 14, t 9 DATE• SUBJECT• MEMORANDUM (206) 433 -1800 • v Sd c.com doss i 6IJ� T ic� 3T , ' PUBLIC WORKS DEPARTMENT COMMENTS DATE: May 14, 1999 PROJECT NAME: Parkway Supercenter — Parcel C PERMIT NUMBER: MI98 -0078 PLAN REVIEWER: Contact Jim Morrow at (206) 433 -0179 if you have any questions regarding the following comments. The following comments are in response to the revisions submitted by Barghausen Consulting Engineers on April 28, 1999. Accompanying the comments are "redline" plan notations. Comments correspond numerically with the items delineated in previous correspondence dated March 23, 1999 and April 8, 1999. General Comments 1. Complete. 2. Complete. z • w 1. JU 00 W• = I- U w w0 2 �< =a � w Z ZO w O • N O I-- w W 0 3. Incomplete: See Redline Comments on Sheet 3 of 14, Grading and Storm Drainage Plan. Add the following words, "Property Owner must maintain." wz 4. Incomplete: The easement/agreement must be obtained and submitted to the City O'..' prior to the final connection to the existing water main on the Segale property. z 5. Complete. 6. Complete. 7. Complete. Grading and Storm Drainage Plan 1. Complete. 2. Incomplete: See Item #3 above. 3. Complete. 4. New Incomplete: See Redline Comments on Sheet 3 of 14, Grading and Storm Drainage Plan. The existing storm drainage pipe is to be removed. Remove the words "Or abandoned per City requirement." Note: This comment was provided as a previous Redline Comment, but not incorporated onto the plans. Water Main Extension Plan. 1. Complete. Sanitary Sewer Service. 6 1. Complete. o 2. Complete. rn w 3. Complete. w 0 4. Complete. u. 57th Avenue South Plan and Profile. F w Z 1-- 0 Z - 2 Q 2. Incomplete: See Redline Comments on Sheet 6 of 14, 57th Avenue South Plan and v Profile. The Right of Way (ROW) is 40 feet, not 65 feet as shown on the plan. The N road's centerline needs to coincide with the monument that is present in the middle of w w the intersection. Additionally, the centerline should be shown in the middle of the 40 t=-- H z ft. ROW. Curb, gutter, and sidewalk need to be 30ft. from the aforementioned u- adjusted centerline location. In order to provide for the proper channelization, there w N appears to be two options: 1v.. — I O 1. Complete. a. Move the driveway access from Sta 2 -00 to 3 -00. Widen the pavement on the West Side of 57th Avenue South by approximately 8 feet. Install new channelization to support a 2 -lane section, with one lane in each direction and appropriate tapers for changes in geometrics that include additional lanes. This will allow for left -turns into and out of the 57th Avenue driveway. b. Leave the driveway as currently shown; however no left ingress or egress will be allowed. As previously indicated, a traffic analysis is required. This traffic analysis is to include estimated driveway volumes (directional) for all Parcel C driveways and a southbound left turn queuing analysis for the driveway on 57th Avenue South should you choose option a. above. This analysis will be needed prior to approval of any proposed channelization plan. :104&44465,4: '. Z Additionally, the SEPA determination established driveway locations and operational parameters. The driveways must be in conformance with these conditions. 3. Complete. 4. Complete. 5. Complete. 6. Complete. 7. Complete. Construction Notes and Details. 1. Complete. 2. Incomplete: See discussion of 57th Avenue South, item #2. 3. Complete. 4. Complete. 5. Complete. 6. Complete. Illumination and Electrical Plan. 1. Complete. 2. Complete. 3. Complete. 4. Complete. 5. Complete. Miscellaneous Items: Complete. TO: Jim Morrow CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES LETTER OF TRANSMITTAL City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 RE: Parkway Supercenter DATE: April 28, 1999 SENT VIA: Hand Deliver OUR JOB NO: 6315 4 sets 4/27/99 Revised Civil Plans 1 each Revised Lot Lighting Calculations 1 each 4/20/99 Highline Water District Correspondence 1 each U.V. Grease Interceptor Detail 1 each Revised MDNS Re: Driveway Location 1 each Original Red -line Set Resubmitted for final review and approval. Please call if you have any further questions or comments. cc: Rob King, R.C. Consulting (w /enc) Signed: Dan Balmelli, Barghausen Consulting Engineers, Inc. rian Smith Project Engineer 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 FAX 6315t.029[BDS \bsd] Mr. James F. Morrow, P.E. Public Works Director City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES April 28, 1999 RE: Parkway Supercenter - Parcel "C" (MI98 -0078) Our Job No. 6315 Dear Mr. Morrow: We are resubmitting the revised civil engineering plans for the Parcel "C" development of Parkway Supercenter as requested. Modifications were made to the plans in reference to the letter dated April 8, 1999, from the City of Tukwila. The following comments correspond numerically with the items delineated on your correspondence: RECEIVED eI'VY OF TUKWILA APR 2 8 1999 General: 1. Not applicable. PERMIT CENTER 2. Not applicable. 3. We have changed the responsibility for the 36 -inch culvert system to be a privately - maintained system as requested. 4. All information regarding the water main easement that is being secured from the adjacent owner has been sent and is currently being reviewed by Segale Properties for their acceptance. Currently, MBK Northwest is coordinating with Segale Properties to ensure that this agreement will be reached. The owners have requested that they be allowed to begin installation of the water main once all permits have been obtained, except for the final connection to the existing water main on the Segale property. The final connection will be made once the agreement has been made. The owner will assume all liability associated with the final connection of the system, and will make any adjustments to the system necessary to accommodate their agreement. 5. We have modified our grease interceptor sizing calculations based on the information provided by Claim Jumper's architect, Mr. Doug Parson, at the City's request. 6. Not applicable. 7. We have modified the pavement section to reflect the 5 1/2 -inch Class "E" subbase as requested. Iliq9-0233 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 FAX via z w o=ff 00 , CO J F- u_ w0 LQ cf)o =d I.w z� Zo I- LLS • w U0 O N o i- W W wz w -±- 0 z Mr. James F. Morrow, P.E. Public Works Director City of Tukwila -2- April 28, 1999 z ~ Water Main Extension Plan: 1 z re w 1. Please refer to the attached correspondence from Highline Water District regarding the meeting between Highline Water District and the City of Tukwila to resolve the connection details. We N 0 understand, also, that flows through the proposed PRV station will provide an adequate reduction in water pressure to accommodate the building requirements. N t_ wO Sanitary Sewer Service: 2 1. We have modified the design of the 8 -inch sanitary sewer service to the Claim Jumper's Restaurants by installing a sanitary sewer manhole at the angle point of the service in lieu of a (.2 a sanitary sewer cleanout. 1- w zj- �= o 2. Not applicable. w 0 w 3. Not applicable. 0 D a ON 4. Not applicable. w H =w U 5. We have modified the grease interceptor design based on the new information submitted by the rz architect. ti. z U_= 57th Avenue South Plan and Profile: �' H O z 1. Not applicable. 2. Based on a meeting in the field with Mr. Brian Shelton and Mr. Bob Stone, of Barghausen Consulting Engineers, Inc., it was determined that the existing edge of pavement delineation on the west side of 57th Avenue South was not shown correctly on the original topographic survey we received. The true paving limits are now reflected on the plans. The existing pavement section doesn't allow for the required channelization requested. We are requesting a meeting with the City of Tukwila to resolve this matter based on these new conditions. As of now, we have eliminated all the proposed channelization and have indicated that all striping be refreshed. We feel justified in proposing to refresh the existing channelization as it exists. The hardship is that we cannot accommodate the traffic study recommendations of providing a northbound left -turn pocket of 230 feet. The existing 24- foot -wide bridge at the south property line is a major constraint to providing added lanes that require offset transition length of 175 feet. Even if widening were possible to the west side of 57th Avenue South, and the property to the south improved, the existing 24 -foot bridge would have to be widened. Under the circumstances, we believe the safest channelization is to maintain the existing. rt era ; : , .;5w5:, Mr. James F. Morrow, P.E. Public Works Director City of Tukwila -3- April 28, 1999 The SEPA determination regarding the location of the entrances to the property requests that the proposed driveway entrances be located a minimum of 175 feet south of the southerly curb extended on South 180th Street. This condition has been met with the original site layout proposed by Benner Stange Associates. Please refer to the attached Revised Mitigation Conditions for E97 -0034, Parkway Supercenter Development. 3. Not applicable. 4. Not applicable. 5. Not applicable. 6. Not applicable. 7. Not applicable. Construction Notes and Details: 1. Not applicable. 2. Please refer to the above discussion within the 57th Avenue South Plan and Profile section. 3. Not applicable. 4. Not applicable. 5. Not applicable. 6. Not applicable. Illumination and Electrical Plan: 1. We have noted that the street light poles are to be aluminum and that the mounting height has been revised to 30 feet. 2. Not applicable. 3. We have revised the proposed street Light plan to place a street light at the north side of the water basin. The 12 -foot mast is rotated south in order to illuminate the diverted sidewalk. 4. Not applicable. 5. We have not proposed a new service for the additional street light serving the diverted sidewalk. '. +V #.vi:!"':k7 1E. ?.3Cb`S.110.a. ),=. Xd1�'.�CdiSi%.'.. "J7i1 ikJ1tlY�1�'>F''; (Aa` ifJ. n� ti. 't"..f ` Rte& M r `ikiV `s "......c "sfl 8 res;a l dam ?4 X#rt;A .ie ' z • • ~w cc JU O 0 N U) 111 J e- uW 0 2 LL? • a 1w z zo w uj U� 0— o F- wW IL O ..z z t Mr. James F. Morrow, P.E. Public Works Director City of Tukwila -4- April 28, 1999 Miscellaneous: We added a new 2 -inch future traffic signal conduit to be placed in the trench. This provides one conduit for the street lighting and two for the future traffic signal use. We appreciate your detailed description of the items still outstanding with the City of Tukwila. Please feel free to contact me at your earliest convenience to set up a meeting with the City of Tukwila to discuss the traffic issues previously stated so we may make any modifications necessary to our plans that would be acceptable to the City of Tukwila. Respectfully, Brian Smith Project Engineer BS /sm 6315C.022 cc: Mr. Rob King, RC Consulting Mr. Daniel K. Balmelli, Barghausen Consulting Engineers, Inc. 1. 41V.teOttti+i.ar "fiitf,;i:vst }dc; is 404444$"„Your`4j r!?,�s�,..i.� «LS:+c�t.: a;� U?�1`t�' «41�ix4.40 i44;g;∎ z 1z ~w JU 00 U 123 w w0 IL _ cn a =w z� �o w 0 D CI 'O N C3 F- wW U V_ 16. .z w = O F- z /:50 FROM: HIGHLINEWATERDIST. 2068240375 TO 425 251 8782 PAGE:002 April 20, 1999 Brian Smith Barghausen Consulting Engineers, Inc. 18215 - 72nd Ave. So. Kent, WA 98032 Dear Brian: Serving the Southwest Metropolitan Area since 1946 Keith Harris (Manager of Planning/Construction), Cliff Bartlett (Manager of Operations) and myself met with the City of Tukwila representatives Ted Freemire and Pat Broden this morning. We talked about the differences in specifications between Highline Water District and Tukwila for restraint on fire hydrants. Both parties came to the agreement that the Parkway Supercenter development shall use 6" megalug glands and 3/4" diameter tie rods as restraint on the new hydrants that will be installed on this project. Please call me if you have any questions. Scott Davis Engineering Technician Ext. 117 RECEIVED CrtY OF TUKWILA APR 2 8 1999 PERMIT CENTER rlIqS-013S 23828 - 30th Ave. S. • P.O. Sox 3867 • Kent, WA 98032 • (206) 824 -0375 / FAX: (206) 824 -0806 APR 21 '99 12:17 BROWN &ASSOCIATES Elicit ra.,ISTOPHEFI P. 1 BROWN, P.E. To: Rob King, Ec L R. C. Construction & Managf Post-IN Fax Not 7671 From: Chris Brown, P.E. CBA Date: April 20, 1999 Re: City of Tukwila Parkway Supercenter Traffic Analysis at Lot 'C' Access Elements at Driveway on 57th Avenue S. 1. Attached is a copy of a memorandum dated 11/12/97 for the two southerly Parcels, 'B' and 'C'. Note the 3rd paragraph dealing with Parcel 'C' and recommended minimum distance for the access at 57th Avenue S. under Note A), from the south side of the intersection on S. 180th Street. 2. The second page is.the traffic.forecast (diagram) for this year - the opening year at the Supercenter when the theaters are finished and also open for .business. 3. The next 3 sheets are the LOS for the signal at S. 180th/ 57th Avenue S. Notice on the 3rd sheet, under the section entitled "S Approach" that the queue on the northbound through movement on the 57th Avenue leg of the intersection is expected to be about 230 feet in length - say 9 to 10 vehicles. This suggests that by the beginning of its green phase there will have formed a fairly long queue that will tend to inhibit southbound cars that have passed through the intersection from entering the site via this driveway. 4. I am attaching, after this section, the new driveway LOS calculations dated 4/20/99, File PARKLOTC, that assumes only at three lane road along the site on 57th Avenue S. r1 OEVED r►TY OF TUKWILA ; P.re 9 n 1999 These calculations show no LOS issues at the driveway and, if there is a chance to enter the site past the northbound, :.:;;kwr CENTER standing queue at the signal, there will be no more than a small delay and essentially no queue forming behind the vehicle wishing to turn left. Accordingly, the real issue at the driveway on 57th Avenue S. is that its access is really controlled by the signal at S. 180th Street by virtue of the NB queue that begins to form after each green phase. Except for the p.m. peak hour, it is likely not a major problem. This is because there is another access driveway on S. 180th Street only half a block east. Chrlistopher Brown (s Ae.sociatca 9688 Qainicr Avc. 8. &attic, WA 98118 -5981 (206) 722 -1910 Fax (206) 722 -1909 MIq 23d APR 21 " J 12:18 BROWN &ASSOCIATES To: From: Date: Re: MEMORANDUM Messrs. Roger W. Stange & Mason L. Frank Christopher Brown, P.L. December 10, 1997 City of Tukwila Parkway Supercenter Mitigated DNS - City Notice dated November 12, 1997 Additional Review Comments The main issue, from our last meeting I seem to recall, is that the R7 /R0 driveways for Parcels 'B' and 'C' will not be allowed. It turns out that you are not planning on using the existing RI/R0 driveway aunt north of S. 180th Street for Parcel 'g' in any event so that is moot. However, the two RI /R0 driveways you have proposed for the Parcel 'C' site access nearest the restaurant can be implemented without any adverse effects provided they are located: A). 90 feet south of the southerly pedestrian crossing at Southcenter Parkway /S. 180th Street, and: B). 100 feet east of the easterly pedestrian crossing at Southcenter Parkway /S. 180th Street. These distances are the maximum forecasted queue lengths on the right turn lanes so that there will be no impacts to arterial street turning traffic if the RI /RO driveways are installed. Note that these assumptions are based of the future 5 -lane section of 57th Avenue S. from S. 180th Street, to the'south. The concern raised by the city engineer essentially is whether or not long standing queues of traffic at the signal, in turn, will cause those vehicles wanting to turn right into the site to occupy the middle lane and wait for the queue to disperse. While some uneducated motorists may do just that, the multi -lane nature of the two arterials, Southcenter Parkway and S. 180th Street, does not suggest this is a significant eoncern.since the approaching motorist who sees such a blockage will merely change lanes to avoid being stopped. (From my observations, about half of all motorists will willingly change lanes and the other half are content to wait.) P. 2 Christopher Brown 4S Associates 879 Rainier Avenue N„ Suite A -201 Renton, WA 98055 -1380 (206) 772 -1188 z w re 00 u)0 J U) w w 0 2 �< =• d I-w z= w• I- • w 0 oco_ I- wW U.1- wz U= co O z RF'K B1 ' 12 18 BROWN &ASSOCIATES 1� tkl Principal North Driveway m S 180th rri Parcel 1..."1,..1•0. 1BI AWDT 7160 PM, In 678 out 154 RI /RO Driveway FIGURE 2 (76 ti Opening Day Volumes with RI /RO Driveways xC Minor Movement Undr 5 vph 6-7-2 Principal South Driveway #ls�:4%.1'• f,4f ti ^i '• i 'C P. 3 Parcel 'C' AWDT 2860 PM, In 120 Out 108 ChriLtophcr Brown as A8aociatc8 879 Painicr Avenue N., Suite A -201 Penton, WA 98055.1380 (206) 772-1188 <!014 "r7 !A 1�a APR 21 '99 12 :18 BROWN &ASSOCIATES P.S.S. Parcels B & C Southcenter Parkway g S. 180th Street File PSS -C3A3 Current Traffic with Parcels C & B Traffic Imposed SIGNAL94 /TEAPAC[V1 L1.4] - Summary of Parameter Values Intersection Parameters METROAREA LOSTTIME LEVELOFSERVICE NODELOCATION NONCBD 3.0 0 0 Approach Parameters APPLABELS GRADES PEDLEVELS PARKINGSIDES PARKVOLUMES BUSVOLUMES RIGHTTURNONREDS Movement Parameters 4OVLABELS VOLUMES AIDTHS CANES JTILIZATIONS PRUCKPERCENTS °EAKHOURB'ACTORS %RRIVALTYPES ACTUATIONS .EQCLEARANCES MINIMUMS CDEALSATFLOWS 'FACTORS )ELAYFACTORS 1STOPFACTORS 3ROUPTYPES ;ATURATIONFLOwS RT 180 . 0 .00 . 0 .90 3 YES 4.0 5.0 1900 1.00 1.00 1.00 NORM 0 Phasing Parameters ;EQUENCES 'ERMISSIVES )VERLAPS :YCLES ;REENTIMES 'ELLOWTIMES :RITICALS :XCESS N .0 NONE 0 2 5 TH LT 108 311 12.0 22.0 1 2 .00 .00 1.0 1.0 .90 .90 3 3 YES YES 4.0 4.0 5.0 5.0 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM 1704 3455 E .0 NONE 0 2 10 RT TH 334 467 22.0 12.0 2 1 .00 .00 1.0 .0 .90 .90 3 3 YES YES 4.0 4.0 5.0 5.0 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM 3079 1625 LT 77 .0 .00 1.0 .90 3 YES 4.0 5.0 1900 1.00 1.00 1.00 NORM 0 23 NO NO NO NO YES YES YES YES 90 120 10 11.22 13.28 10.27 39,23 4.00 4.00 4.00 4.00 3 8 12 5 0 r. S .0 NONE 0 5 RT TH LT 81 197 33 11.0 12.0 11.0 1 1 1 .00 .00 .00 1.0 .0 .0 .90 .90 .90 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 1546 1900 692 LEADLAGS OFFSET PEDTXME if7l,�h;'?M1w�rl°{.%r§`��'.r�,� °�:(.w �i'�'c� S� rvirhy:. •3� :t>a•�:I�,r�F una,�+,:.��� :�tj�r,Y� ?72 ^i:91'ra•wv1.�,r�i P.4 12/10/97 14 :00:11 w -6.0 5 NONE 0 0 5 RT TH LT 11 228 138 .0 22.0 11.0 0 2 1 .00 .00 .00 .0 .0 1.0 .90 .90 .90 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NORM NORM NORM 0 3768 1779 NONE .00 .0 NONE 1 0 z w cc 2 00 W W J H W • O co LLQ =d �W z t- O w~ • W U co co_ oH - WW U ° = 0 z APR 21 '99 12:19 BROWN &ASSOCIATES P.S.S. Parcels B & C Southcenter Parkway 8 S. 180th Street File PSS -C3A3 Current Traffic with Parcels C & B Traffic Imposed SIGNAL94 /TEAPAC(V1 L1.41 - Evaluation of Intersection Performance Sq 23 * * / ** / North Phase 1 Phase 2 Phase 3 Phase 4 + + *" + + * ++++ < + + *> v A <+ * +> + * + + * + A G /Cc .125 1 G /C= .148 Gm. 11.2" G= 13.3" Y +R= 4.0" Y +R- 4.0" OFP= .0% OFF =16.9% G /C= .114 G. 10.3" Y +R= 4.0" OFF936.1% G /C- .436 G. 39.2" Y +R= 4.0" OFF ■52.0% C. 90 4VMT TOTALS ?aram:Units ►d ' Vo1: vph lid /Ln: ft /# r/C Rcd @C :% t/C Used: % �V @E: vph Svc Lvl:LOS )eg Sat :v /c .vg Del :s /v 'ot Del :min Stops:veh sec G= 74.0 sec = 82.2% Y.16.0 sec - 17.8% N Approach E Approach RT TH LT RT TH LT S Approach RT TH LT 194 120 356 407 519 0/0 12/1 22/2 22/2 12/1 0 25 16 19 42 0 33 14 62 45 0 558 469 1897 727 86 84 21 37 0/0 11/1 12/1 11/1 0 12 18 13 0 16 16 16 0 237 298 98 P.5 12/10/97 13:59:54 Ped- .0 sec - .0% W Approach Int RT TH LT Total r1- ¢mama 7 266 153 2448 0/0 2212 11/1 0 61 13 0 2282 213 6779 C+ D+ .00 .56 .76 .0 27.3 43.1 0 36 64 0 65 86 ;ax Que:veh 0 11 15 ax Que: ft 0 264 193 = ======m-- PPR TOTALS aram:Units djVol: vph vc Lvl:LOS eg Sat :v /c vg Del:s /v Del:min Stops:veh 3x Que :veh ix Que: ft A C+ .22 .83 7.9 29.8 13 75 45 133 C D+ C .00 .34 .73 .34 .00 35.7 44400 39.00 0 19 52 8 .00 .12 .69 .56 7.7 46.4 28.0 0 9 30 26 0 29 37 474 8 17 98 419 N Approach 670 0 4 9 2 0 89 230 39 = E Approach S Approach 1012 340 0 5 7 78 0 67 168 419 Int W Approach Total = = =ae caae¢ 426 2448 C .67 35.7 100 151 B .58 21.0 88 178 D+ .59 41 .4 59 79 B .32 21.6 39 66 C+ .56 28.0 286 474 26 264 25 15 419 230 =c ooa.r=--- ---- -a 12 168 h '.kt'f�dk, d.� A `(r ��t G ! t! ::�[`,•g•.h.�}",�.t.. -v:. �Y I' \ �:4YY SV'i y "Gi P.ti iti 78 419 APR 21 '99 12:20 BROWN &ASSOCIATES P. 6 P.S.S. Parcels B & C 12/10/97 inEersection°Avve"rages : ° "A" c"....4. V41^ ZIcc f11%1 11. Co . A o Degree of Saturation (v/c) .56 Vehicle Delay 18.3 Level of Service C+ Sq 23 Phase 1 Phase 2 I • Phase 3 Phase 4 * * / ** /\ North T T * y+ + * + + ++ <+ + *> v A A G /C- .125 Gm 11.2" Y +R- 4.0" OFF= .0% G /C= .148 G- 13.3" Y +R- 4.0" OFF -16.9% G /C= .114 G= 10.3" Y +R= 4.0" OFD' =36.1 % G /C- .436 G- 39.2" Y +Rmi 4.0" OFF =52.0% C= 90 sec G- 74.0 sec = :82.2% Y =16.0 sec = 17.8% Ped= .0 sec m .0% Lane Width/ g/C Service Rate Adj HCM L Max Group 1 Lanes! Regd Used 1 @C (vph) @E Rate' v/c 1 Delay 1 8 190% Queue 1 N Approach = = =11 ra-- - --- --off= =5=---- -=C= 23.5 C .247 1 LT +RT1 22/2 1 .157 1 .136 1 276 1 469 1 356 I .759 1 29.1 1 *D C+I +1 193 ft1 .120 . 179 . 129 . 159 . 159 .159 141 180 54 = =- -.rWn= 237 84 298 219 98 37 '26.6 = =si=re - rant == .343 22.1 .725 29.0 .336 22.4 - -- - - == 89 ft 230 ft 39 ft E Approach 13.9 B m.M==G ===f- A-- re- -Y- M-=1= R7 ===w-- == === = ====I=IPIM eel- = •lLT +TH 12/1 1 .421 1 .447 1:122.7 1 1827 1 605 1 .832 1 Al 14+1 419 ftl W Approach 13.9 B ereri0r== = = =---- er-- emrrrata= -- •Lx +RT1 11/1 1 .1518 1 .1625 1:2108 1 2283 1 153 1 .686 1 30.7 1 4+1 168 ft1 '�� cyP��u�.•YtiY+17'A`x:'� aN?�t^{s•+'J! "��'! �,,T'l a, ct�.+i+;g,�:,��,r zj m� k � :.;t�fi� r :. �. �r ;•,'K.-�. «....,,��,r. w,•w.., APR 21 '99 12:20 BROWN &ASSOCIATES P.7 Center For Microcomputers In Transportation HCS: Unsiggnalized Intersection Release 2.1 Page 1 * * * * * * * ** *********************** ** * * * * * * * * * * * * * * * * * ** * * * * * * * * ** File Name PARKLOTC.HCO Streets: (N -S) 57th Avenue S. (E-W) Access to Lot C Major Street DirectionNS Length of Time Analyzed60 (min) Analyst Chris Brown Date of Analysis 4/20/99 Other Information Assume center 2WLTL on 57th Ave. S. Opening Day Two -way Stop - controlled Intersection No. Lanes Stop /Yield Volumes PHF Grade MC's ( %) SU /RV's ( %) CV's ( %) PCE's Northbound L T R =A -s= Southbound L 7' R 0> 1< 0 1 1< 0 0 239 10 40 156 0 1 .9 .8 .8 .9 1 0 0 o 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 1.1 1 1.1 1.1 1 1.1 Eastbound Westbound L T R L T R 0 0 0 0> 1< 0 9 0 72 0 .8 1 .8 0 0 0 0 0 0 0 0 0 1.1 1.1 1.1 Vehicle Maneuver Adjustment Factors Critical Gap (tg) Follow -up Time (t£) Left Turn Major Road Right Turn Minor Road Through Traffic Minor Road Left Turn Minor Road ?. .,:;^.: ai' iidil': Ei;?t}: Sivtr :4�;^'.1J�r<<:•':`54;ti�?.':w "R� *'74 ist s ��',' .�uk�ik';� `•a:'P NiltStl +uishr. 5.00 5.50 6.00 6.50 r3 2.10 2.60 3.30 3.40 APR 21 '99 12:20 BROWN &ASSOCIATES Center For Microcomputers In Transportation HCS: Unsignalized Intersection Release 2.1 Page 2 ************* w******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** WorkSheet for TWSC Intersection Step 1: RT from Minor Street WS EB Conflicting Flows: (vph) Potential Capacity: (pcph) Movement Capacity: (pcph) Prob. of Queue -free State: 244 1042 1042 0.90 Step 2: LT from Major Street SB NB Conflicting Flows: (vph) Potential Capacity: (pcph) Movement Capacity: (pcph) Prob. of Queue -free State: TH Saturation Flow Rate: (pcphpl) RT Saturation Flow Rate: ( pcphpl) Major LT Shared Lane Prob. of Queue -free State: 249 1304 1304 0.96 156 1445 1445 1 .00 1900 1900 1.00 Step 3: TH from Minor Street WB EB Conflicting Flows: (vph) Potential Capacity: (pcph) Capacity Adjustment Factor due to Impeding Movements Movement Capacity: (pcph) Prob. of Queue -free State: 440 641 0.96 614 1.00 Step 4: LT from Minor Street WB EB Conflicting Flows: (vph) Potential Capacity: (pcph) Major LT, Minor TH Impedance Factor: Adjusted Impedance Factor: Capacity Adjustment Factor due to Impeding ovements Movement Capacity: (pcph) 440 589 0.96 0.96 0.96 564 :%,SGr "�±t�'?,i��:i`�k53•s}[N'f dcSi�6:'�,+x'vh�a?;ir.�: P. B °% u m.,x v», y n �,r't- £!'; Y x"n!i °� ��fioNA ki..:LiiL.�'� . L 's.�'i.17..:G.a,:.3t�d�ia�:d.�� 44 _..1Sw:Ur'� ...::7: RJR G1 • yy 1e: e1 i3RONN &ASSOCIATES HCS: Center ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * *g * ** P.9 Intersection Performance Summary FlowRate MoveCap SharedCap Avg.Total Delay Movement v(pcph) Cm(pcph) Csh(pcph) Delay LOS By App WE L 12 564 > > > 955 4.3 A 4.3 99 1042 > > > 55 1304 2.9 A 0.6 Intersection Delay = 0,9 2 (It h4.� old •0 421 ■ie.tt Pteu c WB R .1 s' .':, :isi =::l:s''. yid " i zitt 4tR :i z 1 w re O 0 ww w• 0 wd =w H= �- o w~ • w U O 0- 0 I— =w H - LI 0. .. z co 0 H z GREASE INTERCEPTORS SINGLE VAULT SYSTEM 600 -6000 Gallon Capacities Dim. "A" Clear Access Openings A Dim. "B" Grout Both Sides l -I. l \,q 1 / / Precast Divider 7 _i OPTIONAL Vent Pipes 1,-0" INLET r --t r- t I I . 10+ + .D PLAN VIEW Adjust To Grade Slot Both Sides A 24" Dia. Locking Frame and Cover Air and Gas Tight 3 Places ( 2 Places on 577 -GA ) r -i r - 't d r r ti 1 1 I 1 vVvv 6" ;0 1 I LJ Dim "E" Water Depth Q Inspection Tee Typical LI I I I t Tee or Elbow F +^ I I I I I I :o I I 1, -0" L.. -1 2' 0 •o 0 OUTLET Dim "C" Dim "D" Grout All Around Both Sides 2/3 Length Slot 1/3 Length SECTION VIEW AA FigCEIVED CITY OF TUKWILA APR 2 8 1999 nE(98 0138 PERMIT CENTER GALLON CAPACITY 600 750 950 1000 1250 1500 1750 2000 2500 2750 3000 4000 5000 6000 UV Co. MODEL No. 577 -GA 577 -CA 577 -GA 4484 -CA 4484 -GA 5106 -GA 5106 -GA 612 -GA 612 -GA 612 -CA 712 -GA 712 -GA 818 -GA 818 -GA DIM "A" 7' -0" 7' -0" 7' -0" 9' -0" 9' -0" 11' -2" 11' -2" 12' -8" 12' -8" 12' -8- 13' -1" 13' -1" 19' -11" 19' -11" DIM "B" 4' -8" 4' -8" 4' -8" 5' -0" 5' -0" 5' -8" 5' -8" 6' -8" 6' -8" 6' -8" 8' -0" 8' -0" 9' -11" 9' -11" DIM "C" 7' -0" 7' -0" 7' -0" 7' -2" 7' -2" 7' -2" 7' -2" 8' -0" 8' -0" 8' -0" 8' -7" 8' -7" 8' -11" 10' -5" DIM "D" 3' -6" 4' -3" 5' -3" 4' -2" 5' -2" 4' -4" 4' -11" 4' -7" 5' -6" 6' -0" 5' -0" 6' -6" 6' -2" 7-2" WATER DEPTH DIM "E" 3' -2" 3' -11" 4' -11" 3' -10" 4' -10" 4' -0" 4' -7" 3' -10" 4' -9" 5' -3" 4' -7" 6' -1" 4' -9" 5' -9" Number Of Meals Per Peak Hour Copyright O 1992 DESIGN CRITERIA Uniform Plumbing Code - Appendix H Waste Flow Retention Storage _ CAPACITY X Rate x Time x Factor - IN GALLONS l:V UTILITY VAULT COMiPAI\ 1' P.O. BOX ;hits Phnnr (2U6.) 839.35110 Auburn, Washington Ptio: t- 05118 Fax. (2U6) 735.1201 O4dcastk procast,k,c., All Rights Roserved 124 NOTES: 1. Concrete: 28 Day Compressive Strength fc = 4500 psi 2. Rebar: ASTM A -615 Grade 60 3. Mesh: ASTM A -185 Grade 65 4. Design: ACI- 318 -89 Building Code ASTM C-857 "Minimum Structural Design Loading For Underground Precast Concrete Utility Structures" 5. Loads: H -20 Truck Wheel w/ 30% Impact Per AASHTO 6. Fill w/ Clean Water Prior To "Start -Up" Of System 7. Contractor To Supply and Install All Piping and Sampling Tees 8. GRAY WATER ONLY, Black Water Shall Be Carried By Separate Side Sewer. • ITEMS SHOWN ARE SUBJECT TO CHANGE WITHOUT NOTICE. Issue: January, 1996 .,.,z•, 3, �ndr• x4;'. rtr• r,. ratSSa ;r;sh�.ygt�.7!gi4�.(:*a��iP 00:25 FAX 5U3b' /UUL35 braNCK slANVE ASSUClA'1'FS to 007 12/16/97 Revised Mitigation Conditions for E97 -0034 Parkway Supercenter Development A design report has been prepared for 57th Avenue South that identifies a need for 80 feet of right -of -way for the minor arterial serving this area A total of 40 feet of right -of -way from the centerline is required for this development City Ordinance requires frontal improvements including curb, gutter, sidewalk, roadway widening, associated storm drainage, and street lighting. Existing fire hydrants and street lights along Southcenter Parkway that are closer than two feet to the face of curb shall be relocated to the landscape strip to increase pedestrian safety. The sidewalk shall be widened around fire hydrants and street lights that are farther than two feet to the face of curb to provide at least six feet of unobstructed sidewalk. To comply with City standards the lot corner at the intersection of 57th Avenue South and South 180th Street shall have a minimum radius of 50 feet with the remainder outside of the radius being dedicated as right -of -way. The existing midblock pedestrian crossing on South 180th Street has safety problems and shall be removed at the developer's expense, including restoring the raised traffic island. Mitigation, for future impacts will be provided as follows: a. If pedestrian crossings increase after redevelopment and full facility operation a pedestrian volume study will be conducted. The timing of this study shall be at the discretion of the City Engineer. b. If there is a significant increase from existing pedestrian volumes any modifications, including addition of signalization equipment or hardware, signing or marking shall be paid by the developer. • 3. The existing and proposed driveway locations shown bn the application drawings shall be modified as follows to minimize. traffic conflicts and promote safe circulation patterns. a. The proposed right in/right out driveways from Parcels B and C onto South 180th Street shall have a design acceptable to the City Engineer including installation of C-curb westward to the intersection of Southcenter Parkway and South 180th Street. b. The existing driveway from Parcel B onto Southcenter Parkway just north of the intersection with South 180th Street that is proposed to be closed shall not remain open .4( �, even if the proposed restaurant_p_ad Y s locate____ —V _ - ---- -- c. The existing dnveway from Parcel C onto Southcenter Parkway shall be located such that the northerly edge of the driveway is a minimum of 175 feet south of the southerly curb extended on South 80th Street. fok- d. The • riveway from Parcel t to South 180th–Street shall be moved to the cast property line and a two way aisle provided along the east property line. The ultimate half right of dITY OF TUKWItA P 2 8 1999 PERMIT CENTER �(,t€�;Y;"dfi,``'.1J�.:i!`i`. } f,'' �` �%. 7vm�h;¢ i,���rF*,;ext ^Yi,"Sv "'st`.ki�'i HT�� .^"».�;'^".r�,::i >• ,:'4, ^. rx vtr 028 7 -13 -1999 12:09PM FROM P. 2 44I MASTER LICENSE SERVICE REGISTRATIONS AND LICENSES STATE OF • WASHINGTON UNIFIED BUSINESS ID 0: 801 704 034 BUSINESS ID #: 001 EXPIRES : 04 -30 -2000 ORGANIZATION TYPE DOMESTIC PROFIT CORPORATION MITCHELL CONTRACTORS, INC. 19505 VASHON HWY SW PO BOX 167 VASHON WA 98070 DOMESTIC PROFIT CORPORATION RENEWED BY AUTHORITY OF SECRETARY OF STATE The above entity has been issued the business registrations or licenses listed DEPARTMENT OF UGENSING, Bu$P E3S & PROFESSIONS OM51ON, P.O. BOX 9034 OLYMPIA WA 985074034 (380) 684.1400 o- f I I DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST COONyyT// GENEERAL. EylAy in. _ 2PCCX °441 1"P' "12642 f »EW : Q 71745Z996; MITCHELL CONTRACTORS INC PO BOX. 167 VASHON WA 98070 x�+ c,.: 1Y.;`• rx: Yt.'77.i�i�tdy?�. +9 "��u?y,�awd! • File:.: 3511im rawing# SEATTLE ............ .......... ........ mom. • KING fo . 1. COUNTY -- SEATTLE City of Tukwila Zoning Map Scale 1•-3000± Fig, 18-9 NORTH This is a graphic representation of land use designations adopted by City CouncH 12/05. Larger maps that show property lines, designations, and other zoning information are available at Tukwila Department ot Community Development 1.) King County Shorline Zone North 42nd Ave. S. Bridge Tukwila Shodine Zone South 42nd Ave.& Bridge • SEATAC (c- . ZoningDesignations L011-Low Density Residential • MDR-Medium DenOty Residential ,HDR-High Density Residential 0-Office MUO-Mixed Use Office RCC-Residential Commercial Center NCC-Neighborhood Commercial Center RC-Regional Commercial RCM-Regional Commercial Mixed Use TUC-Tukwila Urban Center C/L1-Commercial Light Industrial TVS-Tukwila Valley South LI-Light Industrial HI-Heavy Industridl MIC/L-Manufacturing Industrial Center/Light Industrial MIC/H-Manufacturing Industrial Center/Heavy Industrial Overlays and Sib Areas Public Recreation Overlay' Shoreline Overlay (Approx200' each side of river) Tukwila City Limits LLI CC mann St KENT !•!*(cINCH!!!•••‘..,!,•.!f' '1 • • !••• •!!!•:••:43'•'•! ! 4 •• 5 ! - • ! • • 2 .,! ,f.••• • • •.'!,!!!•:,!! !!!'• •••!.. - ' . • • • -!.! f••. • • • • ' ! • !•6 sI V 4 !, CI.. • • •• • 1.• .!..! • 9 • V E 1`!"•lib"0 • ••••.,((s. o• File • • 1/- 35mm. Drawing# • i; „ • 49 3i G&►IP it PE No nvi c: \6315.bW • OUTFLOW CONDITIONS PIPE'NO. 1 - TAILWATER DATA: 1) SPECIFY.TYPE OF TAILWATER DATA INPUT: S.- SINGLE TW -ELEV. F - TW /HW DATA FILE S 2 )1ENTER: TW -ELEV 21.23 :` INFLOW CONDITIONS PIPE NO. 3 - OVERFLOW DATA AND UPSTREAM VELOCITY DATA: 1) ENTER: OVERFLOW -ELEV, OVERFLOW -TYPE (NONE =0, BROAD- WEIR -1, SHARP - WEIR =2) 30 0 2) SPECIFY TYPE OF VELOCITY DATA INPUT: V 3) SPECIFY AN UPSTREAM. CHANNEL WIDTH(ft) FOR COMPUTING A =HW *WIDTH S - SINGLE VELOCITY UPSTREAM.. V - VARY VELOCITY ACCORDING TO V =Q /A 10 ENTER: QMIN, QMAX, QINCRE, PRINT- OPTION (STANDARD =1, CONDENSED =2, EXPANDED =3) 19.4 54 .4 5 1 PIPE NO 1:. 26 LF - 36 ",CP @ .21% OUTLET:,. 19.28 INLET: 19.34 INTYP: 5 JUNC NO: 1: OVERFLOW -EL: 30.00 BEND: 90 DEG DIA /WIDTH:, 6.0 Q- RATIO: •.00 Q(CFS) HW(FT). HW ELEV. * N -FAC DC ON. TW D0 DE HWO HWI * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *********************************4****** 19.40 2.34' 21.68 .* .012 ,1.42: 1 :65 1:95 1.95 1.92 2.34 2.07 24.40 2.60: • 21.94 -* .012'1.60' 1.91 1.95 1:95 1..95 2.60 2.40 29.40 2.89 22.23 * .012 1.76 2.19 1.95 1.95 2.00 2.89' 2.74 34.40 . 3.2f 22.55 * .012 1.91: 2.55.. 1.95 1.95 2.12 3.21 3.07 39.40 .3.52 22.86 * .012 2.05 3.00 1.95 •2.05 2.29 3.52. 3 :42 44.40 3.85 23.19 * .012 2.18 3.00 1.95. 2.18 2.45 3.85 3.77 49:40. 4•19 23.53 * .012 2.29 3.00 1.95 2.29 2.60 4.19: 4.19 54.40,, 4.66' 24.00 * .012 2.40 3 :00 1.95 2.40 2.74 4.54 4.66 PIPE NO. 2: 174 LF - 36 "CP @ .20 % OUTLET: 19.34 •INLET: 19.69:• INTYP: 5' JUNG NO. 2: OVERFLOW -EL: 30.00 BEND: 32 DEG DIA /WIDTH: 6.0 Q- RATIO: .00 Q(CFS) HW(FT) HW ELEV. * N -FAC DC DN TW DO DE HWO HWI *** i********************************.***********• * * * * * * * * * * * * * * * * ** * * * ** ** ** **** * 19.40 2.33 22.02 * .012 1.42 1.68 2.34 2.34 2.11 2.33 1.94 24.40 2.64 22.33 * .012 1.60 1.5 2.60 2.60 2.41 2.64 '2.20 2'9.40 3.00 22.69 * .012 1.76 2.25 2.89 2.89 2.78 3.00 2.44' 34.40 3.52 23.21 * .012 1.91 2.68 3.21 3.21 3.25 3.52 2.67 39.40 4.05 23.74 * .012 2.05 3.00 3.52 3.52 3.69 4.05 2.89 44:40 ' 4.61 .24.30 * .012 2.18 3.00 3.85 3.85 4.16 4.61. 3.11 49.40 5.21 24.90 * .012 2.29 3.00 4.19 4.19 4.66 5.21• '3:37 54.40 5.97. 25.66 * .012 2.40 3.00 ,4.66 4.66 5.30 5.97 3.66 PIPE NO. 3: 197 LF - 36 "HCMP @ -.09% OUTLET: 19.69 INLET: 19.52 Q(CFS) HW(FT) HW ELEV. * *• * * * * * * * * * * * * * * * * * * * * * * ** 19.40 3.33 24.40 • 3.90 29.40 4.55 34.40 5.35 39.40 6.40 44.40' 7.56 49.40 8.83 54.40 10.32 * N -FAC- ********.* * .024 * .023 * .021 .019 * '.019 * .019 * .01,9 * .019 INTYP:.2 DC DN TW DO DE' HWO HWI ******•***** * * * * * * * *** * * * * * * * * * * * * * * * * * * * ** 22.85 1.42 .00 2.33 2.33 '3.16. 3.33 2.01 23.42 1.60 .00 2.64 2.64 3.63 3.90 2.32 24.07 1.76 .00 3.00 3.00 4.16 4.55 2.61 24.87 * 1.91 .00 3.52 3.52 4.81 5.35 2.91 25.92 2.05 .00 4.05 4.05 5.68 6.40 3.20 27.08 2.18 .00 4.61 4.61 6.64 7.56 3.53 28.35 2.29 .00 5.21 5.21 7.69 8.83 3.92 29.84. 2.40 .00 5.97 5.97 8.94 10.32 4.31 SPECIFY: 9 - REVISE, N - NEWJOB, F - FILE, S -.STOP 1liiiiliiiii iiiil !Jill ii:iluiii iiilii'iiliiiiliii [iiiii►iilia'I 111 I i L4111011111 ti.01.1111 iii( biii iiiil(iiii1ii1l 1i1i611.li0iii I it F !\ . ENTER [d l[p*th]yi\enmnw[.e^t] OF PIPE-DATA FILE O'\6315.6W ' 9v 47 -3Z5*- yP^ Pr PIE �� 't� � � 6-W�. n/t3 tt, OUTFLOWCONDITIONS PIPE NO. 1 7 T8ILWATER DATA: • � | > SPEc[ Fy \ TYPE OF T8lL��TER DATA lNPVT' S - ,SINGLE TW-ELEV. F- TW/HW DATA-FILE o \' 2) ENTER: TW-ELEV 21' ' /\ INFLOW CONDITIONS PIPE NO. 3 - OVERFLOW DATA AND UPSTREAM VELOCITY DATA: 1/ ENTER: , (NoNE~m. BRu*o-WElR~|. SHARP-WEzn~%) 30 . 0 2) SPECIFY TYPE OF VELOCITY DATA INPUT: o- SINGLE VELOCITY UPSTREAM V - VARY VELOCITY ACCORDING TO V~Q/8 3) SPECIFY AN UPSTREAM CHANNEL WIDTH(ft) FOR COMPUTING 10 _ _ ,_^,,. ENTER: QMlN. qx8X. QlNDRs..PRINT-OPTzON (STHNDARo~| , CONDENSED=2 EXP8NDEO�� > z|.us � '� ~ 3|.xs 5 ` ` PIPE NO. |' zu LF - ae^cp' @ .c|x OUTLET: 19.28 INLET: 19.34 INTYP: 5 JUNC NO. 1: oVERpLOurEL' 30.00 BEND: 90 DEG ' DIA/WIDTH: 6.0 Q-RATIO: .00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWl °=°°°*°°°°°°°°°°°°°°°°°*°°°°°°°°= °°°"°°°°°°°°=°°*°°°°°°°°°°°°°°°°°°°°°°°°°°° 21.85 2.*0 21,74 * .012 1.51 1.77 1.72 1.72 1.73 2.40 z %s 26.85 2.73 22.07 * .012 1.68 2.04 1.72 1.72 [ ' ' os 2.73 2.57 . .012 1.84 2.34 1.72 . 31.85 3.04 o% 3o * m|� | a4 z �4 | 7� | n4 � ' ' .mo 3.04 2.90 PIPE NO. 2: 174 LF - 36^OP @ .20z OUTLET: 19.34 INLET: 19.69 INTYP: 5 JUNC NO. 2: OVERFLOW-EL: 30.00 BEND: 32 DEG DlH WIDTH' 6.0 Q-RATIO: .mw Q(CFS) HW(FT) HW ELEV. * N-F8C DC DN TW DO DE HWV "° .I ""°°°°°°°°°°°°°°°°°°°°°°*°°°°°°*°°°°°°°°°°°°*°°°°*°°°°=°°°°°°°°"°"°°°°°°°° -°° ^' 21.85 2.45 22.14 * .012 1.51 1.81 2.*0 2.40 2.20 2.45 07 26.85 2.80 22.49 * .012 1.68 2.09 2.73 2.73 2.57 o'Rm' 32 31.85 3.27 22,96 * .013 1.84 2.42 3.04 3.04 3.04 3.27 ^' 27 sG PIPE N0. 3: 197 LF. - 36^HCMP @ -rm9% OUTLET: 19.68 INLET: 19.62 INrYP.'c ' Q(CFS) HW(FT) HW ELEV. * N-FKO ON TW DO DE , ", HWO HWI ' °°*=°°°°"*°°°°*°°*°*°°°°°°°*°*^°°°w°°***°°°°°*°°*°**°°°°,°*°--*°°°°°°*°,°°°°, , 21,85 3.48 23.00 * .022 1,51 .00 2 '45 2'*5 3'27 3.48 2.16 1a za.os 4.02 ' 23.54 * .020 |.00 .00 z' am u' om 3' 69 4' 02 2.46 3\ Os 4.87 24.39 * .w|u 1.84 .00 Z.27 3.27 4.40 4.87 2.76 SPECIFY: R - REVISE, N - NsNj80. 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