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Permit D99-0438 - International Gateway East II - Building A
d99-0438 12401 east marginal way south International Gateway East II A BUILCrlhdrz RER�t,IT t� Cx9..9 04,3LS' 'BUILDING AD E'i T \ "P'E'; OF 0C. C1;P:A :CERTIFICATE rUF!COMPLETIfU CITY . OF .TUK Sn►ILA 63.001: MUTHCEWTER. B.4ULEVAPf.+., ` : UITE :.� TW WILA': This ::Cer tif te t� 1'vswid " Leer if tk,' t gat the- time_ ,of .i }u"«rtct: the S r- Gructue deticrihed iieIow 6-as: pas'�ed �� f,:i r3�� 1 b6 l 0di0' irlwpac.t and:wa, irs comi)1ia wit tiro var i''out, : crd:i:rtarices of the { uiatirici.. the bit 1.1dirig ti, +n tr, use ':for an uric' ;upied hu i1E19'et+ v .hell:" 4101' EAST MARGINAL IP/ 001 1 E+ , ,occUPANT4OwuER. I ITLRi'4ATIONAL „ ATE4lA) EAST I I A , Tr'PE of "dON'�TpurTI`uN: V N :Qr :CUPAUCY L 1 . THIS I fiOT'.A CERTIFICATE OF 0C Y Prxior� to occuov.in acry Port ic:r' • o th a'hr';ove> de,.cr'ibed` L u"i l'di:ri .yrtv,;_ ter .al:1 " :.Grrt . iuu t �f it St 61: a int. a : =Ceri. of Occui arity t "rom t, Tui••w1 ,B Off 1,6ia1 Or hli,S . des iunat'ed re .eritaGIvt The pr iur;'ity ft i tr: in the revietiY car d irispect,rc+rr. • ma de...bv the ,City, pr io.t to" .i ._, utir }� e c►t' ti "i " ►: er�t i f i ca.te w�iy ..c�►i ttrrrt des mlat ter;, .. wh i c e.fk1e'r i c ?rig a .ha .,Shown rire�M t tiv e 1 ti' eaffec t th `: slt etY cif rite ,tYene � 1 ptih l: i c A I t h ou9 17 the r : i tv hay" :m de camp l rtN a r' c. "t i ew ;`irid 1 ri.�liec t iori a : 'i y eri= ori b.l l' poS ihl.' tire`.' tv ri'either tar�arikee� ri +�r ^ .�i4ir�r�L,rit the eE�►rne"r;:ilr any Other* LIer sots that • th i ti pert i;t 1cate . es+,t rdes+c.e.. atrit t c•:oriipl i'arice..>'wYtI each and' • every o r d i nen ce dr" " r e9u 1 t.:i,cu •cif - tiie., C t rr "cir' t +t tBa t, .af f -ect 1 119 the c:onstiuct1Ori or u e u.f.... id tr"uct:trr'e cir ":the ;ltrtcl trpofl 'Mhit:h it is tu;ated. •Such 'comu1 iarice is the r, ,so64s)ti1 1 i tv ui ,t.h.- owner carrti'6r • occupants of :the structure,: ... -. BRI )INra 0FF6, POST IN A CONSPICUOUS PLACE -,3' WARNING: ignatur•e: NOFF DEVPERM MIC /L. V -N 001 North: 125 Community Development / Public Works • 6300 SouthcenterBoulevard, Suite 100 Parcel No: 734560-0490 Address: 12401 EAST MARGINAL Suite No: Location Category:. Type: Zoning: Const Type: Gas /Elec.: Unit: Setback: Water: Wetlands: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD APPLICANT IS PROCEEDING AT THEIR OWN RISK. DEVELOPMENT PERMIT WY S South: .0 Se qer VAC:WUE 3lope'S: Contractor License No SABEYCI033KM OCCUPANT INTERNATIONAL GATEWAY EAST II A :'F'hone: 124,0 % MARGINAL ; WAY` S, 'TUKWILA WA 98188 OWNER GROUP HEALTH COOPERATIVE Phone.: (206)448 -4099 . JI.M DOLIMA PROPERTY MGMT, :521 WALL ST, SEATTLE WA 8121 CONTACT ROGER CARLSON. Phone: 206 -3.25 -255 ;1 0 LAIE.SIDE, SUITE 250, SEATTLE WA 98127 • CONTRACTOR: •SABEY CONSTRUCTION INC.. •Phone: , x206 -281 -4200 101 ELLIOTT AV: W SUITE 330, SEATTLE WA 98119 k ****kk'k'k'k**: 4i* ****** ** **'k.*'k* *;k ** *:k*' 4c *** * *'k•.k * * ****:k * * * 'k 'k ** **'k*. ****; *** Permit .De_scri TWO STORY 81,612 SO.. FT. OFFICE TECH/R&D. BUILDING .WITH ASSOCIATED, SITE :IMPROVEMENT'S. PUBLIC`WORKS ACTIVITIE'=, INCLUDE ACCESS /ROAD IMPR, STORM' DRAINAGE & FIRE LOOP FOR • DDCVA INSIDE THE BUILDING.. LAND ALTERING IS :COVERED BY: MI99- 022';. 126: ST ROAD.:.IMPRCrVEMENTS ARE NOT PART OF TR-JIS PERMIT:;' k :k k k k k k k •k * '1. 4 k`•k 'k 'k * 'k 'k. k : * * * *k :k k :1 'k k * k 'k * ' k ' k 'k * 'k 'k 'k 'k':k 'k * 'k'k -k 'k -k .k 'k 'k 'k k;:k 'k k •k :k * 'k •k .k 'k 'k 'k * 'k 'k k k 'k k k .k ;k k k k 1 •k k k Construction Va1.:uation: $. 5,141,556.00. PUBLIC WORDS. P.ERMITS: *(Water Meter Pernii ts Listed Separate) E ng, Appr: JJS Curb Cut /Access /Sidewalk: /CSS: Y Fire Loop Hydrant: Y No: F°Iood Control Zone: N .Hauling: : N Start Time.: Land Altering: N Cut: Land:capeIrrigation: N. Moving,Oversi.,ed Load N : Start Time: Sanitary Side Sewer: N : No: Sewer Main Extension: N Private: . Storm Drainage Y Street Use: N Water'Main Extension: N Private: N 1 k k :k 'k 'k :k k * k k 'k * 'k 'k * * * 'k * k k :k• 'k ' k 'k •k * * k •k k k * : k k ' k k * k k ' k : k k k ' k 'x ' k ' k * k 'k k :k k k * • k ' k k * k ' k ' k ' k k ' k * k k k k k •k ' k •k •k k k k k k TOTAL DEVELOPMENT PERMIT FEES: S 34,279.13 k k k k k k : l • k k k k k k k k ' k k k k k k k k k k k k k k k * k k k : k k * ' k kA 'k k 1 k k ' k k k k k k k • * k k k : k k ' k k k ** k k* ' k k * k* ' k k k4 k k k k k k Permit Center Authorized 'Signature:_ Occupancy: UBC: Fire Protection: East: .0 West: Permit No: Status: Issued: Expires: (206) 431 Tukwila, Washington 98188 EXPIRES, Sizet in)': .00 End Time: Fill: 'End Time: Public: D99 -0438 ISSUED 07/21/2000 01/17/2001 OFFICE 1997 SPRINKLERS 0 . Public: N i Date L k 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 w i l l be complied w i t h , whether s p e c i f i e d herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain t h i s development permit. Da te Print Name :__ This , permit sR 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 . k k CITY OF TUKWILA Address 12401 EAST MARGINAL WY t5 Permit. No .099 -04:38 Suite: Tenant: 'Status. ISsuEn Type: DEVPEft M Applied: 12/(6/1999 Parcel N: 734560"0490 'Issued: 07 /21!2000 1. •A' •A k'A * •k'k A �A * X •A 'A •A`A •A * 'A •k :(A A •A•k 'A : k •A .A •A •A A 'k •A •A k A A . A 'A k :(: •A 'A •k A •A * • . A .A 'A k A •A •k •k 'k :' k k k 'A ' . A A• •A A' A:t 'A A Permit Conditions: 1. ;:No changes w i l l be made to the plans un 1 es , approved by the Engir and the Tukwila Building-Division. ,When special inspection is s required< ".either. the owner., architect or engineer—,shall notify the lukwllt Building Division of app+aint'ment.of the inspection agencies prior to the first bu rid,ing inspect io Copies o al 1 �� eci; 1 . inspection r.eport.,hall . be submitted to ;.the, Building ;Division in .a timely manner., ,Reports shall contain address,, project .name,:; permit number and type of inspection ; bei ng performed: . The special inspector shall submit a final signed' report stating whether the work 'requiring :special inspection: was `to the: best' of the inspector's knowledge, in conformance :with appr oved plans and specif.ications and the applicable workmanship prov i s: nns of the Ut3(. • Partition :walls attached'to.',ceilincj grid must be laterally braced if over eight (8)` feel` in length. Readily aceess ibl e access ,to roof mounted ted i qu i pmerlt is required. ... Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes Document ha 1.1 ' bear the seal .. and signature of a Wa hington State Professional Engineer. . Any exposed insulations backing ; material shall have a Flame Spread Rating of 25 or less, and material shall boar ; i dery ti t i cat on ':showing the fire performance ; rating : thereof, ,Subgr ode preparation including drainage, excavation, compaction, and f i l l requirement shall conform s t r i c t l y with recommendations given in the soils report. 9. A statement from the roofing contractor verifying. fire retardant class of roof will be required prior to final inspection (see attached procedure). 10. All construction to be done in conformance with approved plans and requirements of the Uniform :Building • Code (1997 E d i t i o n ) as amended, . Uniform Mechanical Code ' ( 1 997 E d i t i o n ) , and. Washington State Energy .Code (.1997 Edition). 1.1.. Plumbing permits shall be obtained . through the Seattle -King • County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 12. Notify the City of Tukwila Building Division prior to p l a c i n g any concrete. This procedure is in addition to any requirements for special inspection. 13. Validity of Permit. The issuances of a permit or approval of plans, specifications, and computations shall root be con - strued to be a permit for, or an approval of any violation of any of the p r o v i s i o n s of the b u i l d i n g code or of any ?.4. other ordinance of the jurisdiction. No per ~mit presuming '. to give authority to violate or cancel the provisions of this code shall be valid: 14. `,Electrical permits shall be obtained through the Washington State Division of :Labor and Industries and all electrical work will be inspected by that agency (248-6630). 15. .There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwi la Building inspector. 16 'A CERTIFICATE OF OCCUPANCY WILL BE REQUIRED FOR THIS PERMIT. 17. , All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. 18 All structural concrete shall be :special inspected (UBC - Sec. 306(a)1) 19. All structural welding 'shall be done by W:A.B.O. certified welders and special inspected (UBC,:- Sec, 306(a)5). 20. Bolts installed in; concrete shall be speCia1 inspected (UBC Sec. 1701.5.2) 21 THE ELEVATIONS WITHIN 'THE CREATED .: WETLAND ARE CRITICAL-..AS :THEY ALLOW . WATER O EVENLY FLOW. THROUGH THE 'WETLAND. THE PLAN SPECIFICATION'::. .RECOGNIZE THE NEED FOR ACCURATE SURVEY DATA., 'THE SERIES Of LOG , WEIRS WELL CONTROL AND ` DIRECT THE FLOW:OF WATER MOVING TOWARDS THE ST'ORMWA'FER POND. IT APPEARS THAT MOST OF THE LOG WEIRS ARE NOTCHED AT THE SAME ELEVATION:. AS THE WET'EAND AREA;. REHIND THEM. IF THIS IS THE DESIGN, THERE . WILL BE NO STORAGE OR HOLDING OF WATER "BEHIND THESE FEATURES AND THIS MAY AFFECT CREATION OF NEW. WETLAND PRIOR TO CONSTRUCTION, THIS DESIGN ELEMENT MUST BE RE:= EVALUATED, TO DETERMINE °IF WEIR ELEVATIONS SHOULD. BE HIGi -HER 'EXTERIOR' CONSTRUCTION ACTIVITIES ARE LIMITED TO DAYLIGHT HOURS BETWEEN 7:00 A.M. ' AND 7:00 P:. M. . PER THE SEPA DETERMINATION` 23. ** •A x PUBLIC WORKS ***.ti* Contractor shall notify Public Worts ,Utility Inspector at ?06= 433- 0179 of .commencement and comp1et:ion of work: at least 24 hours in advance. REFER T'O :. SHT Ci OF 7. FOR CONDITIONS OF APPROVAL APPLICANTSHALL .SUBMIT' REVISED STORM DRAINAGE PLAN ADDRESSING°ALL' ITEMS SPELLED OUT IN. CONDITIONS OF APPROVAL ON SHT Cl OF 7. PRIOR TO STORM DRAINAGE WORT. APPLICANT SHALL SUBMIT PLANS FOR WASH STATE DEPT OF HEALTH APPROVED DETECTOR .D9UBLE CHECK VALVE ASSEMBLY LOCATED IN MECHANICAL ROOM INSIDE THE BUILDING. :THESE PLANS SHALL BE PREPARED BY A WASHINGTON STATE LICENSED FIRE PREVENTION DESIGNER AND DESIGN COORDINATED WITH CITY OF TUI(WILA FIRE DEPT. @ (206)433-1859. PLANS 'SHALL. BE SUBMITED TO TUKWILA PERMIT CENTER FOR REVIEW AND APPROVAL. PRIOR TO FINAL SIGN-OFF APPLICANT SHALL SUBMIT AS-BUILT PLANS AND TURRNOVER DOCUMENTS FOR ANY PUBLIC INFRASTRUCTURE CONSTRUCTED AS PART OF THIS PROJECT THAT WILL BE TURNED OVER TO THE CITY OF TUKWILA FOR OWNERSHIP AND MAINTENANCE. 1+ • , • . • , • . : • •. • • • . ' • • • ••'• • T • • ; • • • • . :. • '• • • „.„ • • • " • • .• • • ,„ , Project Name/Tenant: /r ur�ou,,v,frle Al 4t Am wee ;/ EtatsT 1x" l /3G L G At lue of Construction: S $ Tax Parcel Number: 714 S 66 _04? O Site Address: City State/Zip: i 2 40 i f=`. Mat.Gr'v4L 4/4 Y S 7vicalic.4 Property Owner: Cj 2o a D / / f OW Co ❑Hospital Phone: 44 9- 241? C2e4) Street Address: Z i w, - L S 745 I Ci ty State /Zip: rtZ o- Fax #: Cont � ctor: A Agy Ce•vsTruu v Building Square Feet: existing ! 1 t* l Z new Phone: (2O"2.ffl - 4zoo Street Address: City State /Zip: to i ALL_1 oTr 'war- G✓ Sly 3 To SenrrrLA qv Fax #: C206) 2.g - 0 ? z o Architect: L mU64.LEl. At 4SSO C. Phone: (2aG) 3Z6 -- 2C C 3 Street Address: City State /Zip: /3o C.A. Jac St OK eiTtr 2 C SfOvT/er 44 Fax #: (2ok) 32.8" – aS'S 4 Engineer: & 0 G r AJ ecmt.c MI417 @Sear Phone: Cgs 4) S" z 5' 7C 4 6 Street Address: Co 1 6 1 lump D L 41r..r Al A vs AJE City State /Zip: Ssah7TLc 9r /l 6 - Fax #: Co act Person: , , Phone: 6 1 2 . . 5 . – ' 7 r ( - 3 Street Address: /30 GAKEr S " S T E s 2c S City State /Zip: - T T L , c 4'2` Fax #: 20 a, 32 8'- o 4 - 4 - Description of work to be done: Two STo,Ly 8 1 Gm S F 6 FFtGM: Tarty{ /2+#b l?w w/ SIns i *i Meat/. Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Church ❑ Manufacturing ❑ Motel /Hotel 71 Office El School /College /University g Other I4 r w C Lo T` ❑ Hospital Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Church ❑ Manufacturing ❑ Motel /Hotel 54 Office ❑ School /College /University ❑ Other ❑Hospital Will there be a change of use? ri yes El no If yes, extent of change: Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: existing ! 1 t* l Z new Area of Construction: 2 € 6 ( 4 ? Will there be storage of flammable /combustible hazardous material in the building? Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating ❑ yes cp no quantities & Material Safety Data Sheets CITY OF TkKWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 New Commercial / Addition / Multi - Family Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. ❑ Channelization /Striping Curb cut/Access /Sidewalk IFFire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone Hauling ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: Cl Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous 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. Dal icalloi ted : 9 , Dat ppllcaflonest• 2000 • AppUfbJals) PLEASE SIGN BACK OF APPLICATION FORM NCPERMIT.DOC 1/29/97 �r APPLICANT REQUEST FOR PUBLIC •WORKS.SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ALL NEW COMMERCIAUADDITION /MUL ' u e •P STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL GI R • 4. ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED ■/A SUBMITTED It Copy of recorded Legal Description from King County ❑ cr Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ Er' Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Five (5) sets of working drawings, which include : ❑ qi Site Plan 1. North arrow and scale. 2. Existing and proposed utilities and existing hydrant location(s). 3. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements. . 4. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions. 5. Location of driveways, parking, loading & service areas, with parking calculations & location & type of dump - ster recycling screening. 6. Location and screening of outdoor storage. 7. Limits of clearing /grading with existing & proposed topography at 2' intervals extending 5' beyond property's boundaries, erosion control measures & three buffer protection measures. 8. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses acid their buffers (TMC 18.45.040). 9. Identify location and size of existing trees, note by size and species those to be maintained and those to be removed. 10. Landscape plan with irrigation: Existing trees to be saved by size and species. Proposed: Include size, species, location and spacing. Location of service areas and vault with proposed screening. 11. Location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 12. Lowest finished floor.elevation (if flood control zone permit required). 13. Civil plans to include size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. 14. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). ❑ Vicinity Map showing location of site ❑ 4 Building Elevations (Include dimensions of all building facades and major architectural elements) ❑ ❑ Mechanical Drawings ❑ lTl Structural Drawings (detail of sprinkler hangers, pipe, duct & vent penetrations in structure) ❑ `i] Architectural drawings ❑ ❑ Specifications (if separate document) ❑ Q! Structural Calculations ❑ ❑ Sprinkler structural calculations indicating load of water - filled sprinkler piping ❑ ❑ Height Analysis ❑ 71 Soils Report stamped by Washington State licensed Geotechnical Engineer ❑ ® Topographical and Boundary Survey ❑ ❑ Tree Coverage Analysis (Multifamily only ) ❑ jg- Washington State Energy Code Data and Non - Residential Energy Code Compliance Form H -7 ❑ ❑ Completed Land Use Applications if not previously submitted (i.e. SEPA, BAR, Variance, Shoreline or Tree permit) ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Pub- lic Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building 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 I 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 I AM AUTHORIZED TO APPLY FOR THIS PERMIT. AUTHO B ' Q Siq re: Print name: ��/�i2 D Address: I- 4K!5S /0 5ris 251) NCPERMIT.DOC 1/29/97 • ► t/ ,, SUBMITTED WITH THE FOLLOWING: I Date: ( , 1r? (so`, 126 - zs'ra 12.4 #: 3z8 City /State /Zip: S Fri t! ?Si Z Z ; l '0,* ** * * *4r * * *** ** 4 ** * *. te TY QF TUKWXL W T.ht�i�5h i ir** khkk: �r .h.�r *'fir:her *kk *�r�rs4�k, *W*** rk�eh �c'�F** * * *'h *h**kk* iklr*h*k***k**** TRANSMXT umb:err.:.'1 8.t 04.1.0: Amaunt : ; 70.:i_9.,:12/2�./00 0�a Payment Methor1.: " LH.EGK Notati ons LAUCL MUELLER`: Init: Per,mn ft. 'No 1 99 -.0438 'T∎too.. - i)EV PER M I?EVELUPMEN't. PERM. .Parcel $o . 734560 -0450 - .Site .Addrea• 'se 12401 EAST MARGINAL WY: 5 Total .Fees: 70:, 0 Total ALL ..nints: Balancer 4k•k * * * * * * * *dr * * * * * * * * * ** * *ti4* tilt * * * * * * * * * * * * *t ******* **k Acc.uunt:t; ode• Des \ " Amount 000 /' 45.13 30 PLAN." CHECK -;. t�!()ldllE�a' . •70..50: �i e'.:' G: ii. �tv�rt i�Y1.:.J'. �1. J:.'.. a: l' u: �s.. ii�t, L:rJ�i.t:.:::asJ1:t.:s�4'.:7.�. ��t�,si r .�, �')za� //�� 4 0��" 3 �� i �•• „�`.�J.+ F �� r,; :,, ��)) ta.t PW .t'C[i 70.50 CHEC►f 70,50 12/26/00 .19 0354 0097 0 CITY OF TUF<WIL.rt Ir ('Mt (VI Pii4 tt A. A•kt*4 hA.h *:*,. 0.0 �`i 0•0i0,':34'3 00 4 0 401/342'. 400: 4 s/342. �r0 104 .. 1�,6 7',. 1 20 �.Y..d,Slt• 519 812 13 519 13 00 **A. kd,.4.4-1.. Alb 6i.ilt 254', 47 13 • 30 0 :10;.00 15;.00 15.00 {rtla .00 ��4j F.. .�J.�a � �r7 f 't, k * r k ,ti +3 * ,k l # IA .4‘1°‘.,..1:'** 4k " : A it A * 4 * • * h• A A.4c A. k* k. • .ti 'V k A ickt. k 3. * * 4 ,t * * * * ,,, L A•.a 4 ,i• r; r a! i _ ta 1� (1 ... 0 0 r h�� -1llS141 f * * *, * *.AA *•hAfA 1,•sA.AA• *••A* •.. *k •AA* A * *'ki•A•* r R A tiS14I1;',.1t,umbc r : .. 1191300327 I)ttio'.tnt.: 506 a n9y 0':'21./00 13 2 1 Pt.v i't(t Method': CIiCCt( Not Ltio11: .;(F.IEY. P1•OPERTtES 3.11iI;;: !3(..EI P hart it No 09C1-(4 (C1 1'ype. (ll:vF'Er< flEVC:!:ttF'AiEN1 .Piss M]1 'art:e1 ` N4.'.. 734: 049{:.. 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Li R I'er "..m t. ::4IKi t }99.0 ..4aB • • :: .Tv,wi � u e : DE:VPERM •OEVk :L.41E`l�;ENT E?ElEh1T.T; • Prcc�1 �'Uc)z ?' 345G) c 04.90 • c it :A;dut "‘" t. •t 2401.. L(. Sq. 3� frtRGIfi4AL• .4IY Ei • • Totat 1 txtiX 3 ,2.04, 13'' ai ti i - in ri i, 1.3 , 4 . . 1 5 3 T cs, t Ek 1 ' ALL P to a:. . ' 1 3. 472 . 5 E3, Hal anc 20. at 4.4 `A ** *4•k**s€ #4 A•** *k* * * *k+t* * * k* Jr** A•k•A:A** ' Ccdtt,of:. if e. •: pi; on ' iamotin 000/322.100 .. IitJI.I,L,) NC3 : -. 1'I0fi3RErS 13 ..472.58 .• . .. •• .w • Taw •. 'ft- 9660 12/17 1716 TOTAL 13472.58 Project: A4: j3 / Type of Inspection: C t} Address:. ' y Date called: Special instructions: ,o•-;. : -. it a t '.,••.x:.. : • -. ••:.• Date wanted: f a.m., p.m. . Requester: Phone: . INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, 'WA 98188 1 1S1 7 .,',/....01-1 7 PERMIT NO. (206)431 -3670 Approved per applicable codes. ' . a Corrections required prior to approval. COMMENTS: Inspector: .. Date: ❑ $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.la _ ,^•iSr,llwfa.41101liaChAfh.. ". Project//: '''� /A01 Type of I ection: Address: Date calle . �- •Sp instructions: 3 Date wanted: 77 ,.� 2 ,�K /� p.m. Requester: Phone: T.: INSPECTION RECO Retain a copy with permit INSPECTION NO::.:.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. I COMMENTS: ._2np.hx.Y.aritxtr.......�e� �wr..►..� PERMIT NO. 206)43 -1 X670 Corrections required prior to approval. 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: i P ro e y Cs roue Ne +1i T of Inspection: Fi 11 a � Ik�s � f • e. A4ary, ' 1 Date called: 2-20-01 Special instructions: -' '• " Date wanted: a m 2- 21 - 01 p.m. Requester: A t1'I .. Phone: 2 d 17"/"1 3 q- 0 0 53 Approved per applicable codes. SPECTION 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 Corrections required prior to approval. COMMENTS: 2/240, i / r.ed ' : 4 70 6014 Sr/62 Lf it7 - ` 4/01-taat f) /2-// SQl I ,l. 4 4.0 4 (.v,. t,,,. y Z - / Lv�v / (Milk CAA- -41 S/2-VO P06 CohVileel ) /2 /oI " 4.a/4Ld A \ r ! F a >vJ r� W �/" / V{/ 4iA. Inspector: l) Date: / 7- 22 / /0 ) 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 :.. '''PrbiOt'ill • • ' I/ • Typy..,.of Inspection: . pre-/ • • • . i • Address: • r • . F. 1.--tet., et4,,. •Date c?-12.01,0 . • Special instructions: , • . • .. Date ant .1 ..:•. . Odilct • Ca P.M. Requester: . ,. • . geja-e-11 .. - • Phone: -e4 ..tatolOpanWai El Approved per applicable codes. Inspector: INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 • PERMIT NO. NO. (206)431-36 Corrections required prior to approval. COMMENTS: / R/ i, /vet to L /r 9/4 /4, . ,a 01 0 -1•0- `2(-1>- 7Veld 3 0-k-o- Lfl c .61V T • 12 $47.06 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: r , f � X 4 .447 /.rJ•-14 U-6 e' 12 `''- 6,r, ' -4 ) /0/44 ,oi.,- 4- , ?, ,Q h / n4 6 Address: /���ol f.' ' .,>-'e 69,-0 / r .�' s'0 rc "�r.� / ff Special instructions: 1 /�.� e G - I r 24 �i2,@ ' /) /l iii Si� H!�'C�? ,e �, / �-1Jz 69;41 ejl kAP76„4 7s t1. -4 l5 Phone: • .?1)(. — /43/ or.' id.1)1e q r- 4./v 5 T� i-ef -( � s /,% a !. rt, /2/e -- bet; , 0 ' 7° • Project! • OM)) 4.4./Y)-) Type f Inspection: l� .l v Address: /���ol f.' ' Date cal le o z of - .> Special instructions: Date an e A/ /,? /d / ( a.m.. p.m. Re ester. t li 017'7 Phone: • .?1)(. — /43/ Inspector: INSPECTIO NO. INSPECTION RECO Retain a copy with permit CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98185 ,.. wv.. mrr.. » are�ea�wneasia +m�ra�.�rcco�nrinwnmcvsir :r. i Date: • k.Yt L. I. 7) - 0 PERMIT NO. 0 Approved per applicable codes. Corrections required prior to approval. 0 $47.0 E NSPECTION F.E EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 4 /.:*. , iM.4s!.O.V4dliui��,fs..ara�[r� a., A +�il�.ts•a�u�.tvfi.,. sr rW._.n .r,+4z.\4r,..1.Ln>MAe111w4 _ Projects n / ileAlth Typ f Inspection: d Address: r Date called: Special instructions: (/ � (St t . r �, Date vyante : / /9�lG 1 a.m. p.m. Requester: . Phone: 2 ' 1 / — OV 3 INSPECTION NO.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188• Approved per applicable codes. INSPECTION RECO Retain a copy with permit sltwevamslavelentittleMomectoiken 1 i '?'ov3r PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: A)Or'il■ C tint) fX/ pproo-ei S Inspector: Date: ❑ $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: a I •, &am Typeot ••, Add es ttl 1 ( Maii.toj ate cal led: j e Int S ecial instructio : ::::rt i : • ' Ph one :-Z (P'-'490055 5 INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 'Approved per applicable codes. 7: aZ/58 Corrections required prior to approval. COMMENTS: r 1 V' ' i rl✓' � 4 CG ruw Ej $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: Date: 1 -- i"V COMMENTS: 15+ a ref Y— I 00 r • 1 rb.%'N El •PLicA u Wa 1 S ro r r t o irr, Q ) Ire. w i r i, o ro %) pot - . - s.--1 I Gtt P r E'1/ t !'C- i Gr p. . H' irA Cflt : � V �� 4, . '� f P I P oV p 0,,`GLt4 .9ci S S Gtvlll C LGt v\( e 1.O \r I P t i octOr -1 V G v►n t ac I S'e ,(lac -e. A -3 a 7 Requester: Lori Phone , 59.. Oo5z Peft e 011 I l �/ Gw i 4 s Date called: pg! instruct W xs: Date wanted: t/ Q /pD r Requester: Lori Phone , 59.. Oo5z INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ••• c.L.••• (..•.. r ....�edFS ..:.......... .. Dc/61--o43? PERMIT NO. Approved per applicable codes. 0 Corrections required prior to approval. Inspector: r 1... J"l < A Date: n Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: �� ,/fh Ty of Inspection W / 5 ("cit.() Address: Date call d: Special instructions: 3i D t a ted: / // w f 0 / a.m. p.m.. Req}iester:. Phone: 4 ?-66 -x/37 - OG53 INSPECTION REC Retain a copy with permit • INSPECTION NO. • . • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Receipt No: Date: PERMIT NO. (206)431 -3670 proved per applicable codes. Corrections required prior to approval. COMMENTS: 2r C1yr Corn 06k) 1 1 5 (4) P Inspectors � Date: ---)1" $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. katetarthi, CAIN wSC+APifib g.ZO.vtawhtfektif4 'ffiaere nd� �. COMMENTS: T e of Inspection: . , -y�, 0,-4., Address: w/ l? E /1 w S Date ll d: . ic U L cL Are , f)f* Corr■e\0 Date a�Jted: / / Di a.m.::. • p.m. Reclues{er: lO CO V c rn.Jrrit '� SS I rrf\ r.d \txj -er lU \1 0)0,■I ,P 1 n e { `tr r g It pkr CcLb.l-e r - \ \ rC)C)w, . c c Ant A) 1''l)V\ " e'E'C Proje fl\) / /(t4 T e of Inspection: . , -y�, 0,-4., Address: w/ l? E /1 w S Date ll d: . ic U • Special instructions: . Date a�Jted: / / Di a.m.::. • p.m. Reclues{er: Phone: a06) -c /3 4 1 -0 05 3 679- 0'13 Inspector: L .. H. Approved per applicable codes. INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date:, 0 Ej $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: _ .., .M.. r......,..ww.NrLL ban.. rw..uM1 _..o-. COMMENTS:.... . 1 / t / 1 t Typepf 10717 r U / .. 701-'7 4 7/ 0 ( ]77 7 —S ht P, ' "e.,./_"7. CL /4/. e !.1/U li 11 , ' x.74, -).--, /P ,4 2 .-7/9 Requester: q 4/x.1/ `Phone: , j ■ 5 ' i tom ., t -- )-7 ) . /� 4 -& 4)/ to 0 P^ VVV i 1 4 \ ‘‘-' L. A Project• �L.j / t / 1 t Typepf 10717 r U / .. 701-'7 4 7/ Ad re_ss �� – Date called: / / Special instructions: 11 , Date want ed: / Requester: `Phone: , j ■ • INSPECTION NO. INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -36 Approved per apAicable coos. El Corrections required prior to approval. Inspector: 7L. 7 Date: / $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: COMMENTS: 3 2.eC - t i %HP P telc i tnr •• ors, Ot pro* i n Ce. \ ■ vrd .Sc p pew j- Pck• 1611D1 Date called: r� � I S - 00 O *o ln hC.t vc { ( 1 r � tJ� 1\ c v erA : /1 so Mier - , v.e rc \ , p A S rc4 1 (N V A I ! oril cif' s r.�tr WC4 `A � av‘ r.t Y0 Pc COv∎vv.(4, chef Projeft.: y +t L rDv ' ! h Type of Inspection: rel hn { Address: ��L�t!) mew Date called: r� � I S - 00 Special instructions: Gate wanted: Requester: Phone: Inspector: INSPECTION RECCO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. 0 Corrections required prior to approval. b99-02-68 PERMIT NO. (206)431 -3670 Date: 1_5_ 0 0 $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: COMMENTS: Type of Inspection: G -. `'-' "`' ;, #- aatata 1 Address: , 12401 .C. Mar9►nal . Way S Date t.-3 -01 Special instructions: 1 /57 0 T Requester: 1 . wf Rodar i-a ri e. Cater. `t l e 4')i 1 Its tga p t~ . e r F u.. 4 - i am: : (: ; -, � ( tea, , , .j .to N� � ; , t1,...k.7...st., ,,,,......,....... ,k,, I Project: u rou p ti ea l +h Type of Inspection: G -. `'-' "`' ;, #- aatata 1 Address: , 12401 .C. Mar9►nal . Way S Date t.-3 -01 Special instructions: Date wanted: (-b-0 t p.m. Requester: 1 . wf Rodar i-a ri e. Cater. Phone: 206"'433' -0053 ccI'S vaaminovezvzog INSPECTION REC Retain a copy with permit INSPECTION NO.: CITY OF TUKWILA BUILDING DIVISION 6300 Southceiiter;alvd, #100, Tukwila, WA 98188 D3' - PERMIT NO. (206)431-3670 ., Inspector: N■ Date: l f L / j o 0 $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: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 10) D \oktr A \ ∎ A A c. ) fr1 Aor i .t I , Date called: �l V � D ..) 0 C. - - \ - p )vi r ck ' i r , � rprr c or • Dr c\ � O0r VPcS ea Vir r -Ptc. (,t )ri \\ c s"`\ '61 kot s T ,,c_, 66 l' e) "f 'b C. k..) prit.c;,-, A lAtt. : 1 A yvr\ et p t l 0.4 - C. ' \\ o o; A ■ >.,r re 1 a 9 015 soed,ti y tP+ f- {{ k t1 c/� pY rJ V a 1 - y c c cr 1 o r to rr 't. Project r v i t or0v� � PG 1 �-I\ /� Type of Inspection: - ErGwt Address: ,. 1P I &- GrG ( Date called: �l V � Special instructions: Date wanted:'' 4 �. " Requester " Phor _� G' OQs3 INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 q=0 PERMIT NO. (206)431 =3670 IK Approved per applicable codes. El Corrections required prior to approval. Inspector � j ( . l Date: \ _ _ O r $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: kali ¢ tiarsili - ""dNa,araUt A t.itlaape►.:n .. _ . COMMENTS: � /,,) to 4i 1? 04,/ (12 '7 . l cs /the) 43- 4 - 7/.{ d? / l.�?}22/4 e) ee 4,9/.ie -!LAi?»s.-, •�Y /.a -7-/ 4 e",--J., Date called: t ( -ti - al -2 ; / OA . y,,./.4.-e7„." ' ' 2 .e t , i .fr Q ?/1 r' Special instr I • Date wanted: 3) 40. -A . , ,'[, , i. fr-,-,,e_4 . re-,2 4: LP ti! /4 A176 7: /M Gj /!{tee.., r74 "...e. /1-3,-; / / / Requester: bo Project Type of Inspection: - 3 . Q Address: I'2401 1 Rah- 'Ina,' ipi 4. Date called: t ( -ti - al Special instr I • Date wanted: a.m. Requester: bo Phone: 2OG9 1 ( W INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. tr ' r " N } INSPECTION REC C/rrl Retain a copy with permit Date: ,4l PERMIT NO. (206)431 -3670 Corrections required prior to approval. El $47.00 REINSPECTI$N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No: Date: ra�k�3' r. 4fesosb. aln.., e■ , 4c4,.",.., aa. a... caA., A4rY. le! ke,* ,,_ fdtitLUAka,.,. ru+ u. li u xOl• 'lV�+a"W�L`�1t�i4±�irr� COMMENTS: a 1 aax(2 'fI-1 I) - Itvx5AcAA-it/v. a rPC IVIk- A..)C4 05 (dm t- e'N-Q an a I Q i, d Ad dr /Zt]oJ ss: E . j''Y) c) F1- Pr.kv;r.\ ci rrhlo.l t'. tit red 3 . r, Yse Se \k\a1r CI tnorO\Ja V' eti U1 1 L(J )1 . ff rat AV. rv -k �a 1 rotOr s i 4 cliri Luak \ k (( Date ante : O m. p.m. Requester: 1 (_��, Project: aax(2 'fI-1 T of Inspection: FriJily\c Ad dr /Zt]oJ ss: E . j''Y) �rnaJ Date ca d: / e - — oo Special instructions: / ` Date ante : O m. p.m. Requester: 1 (_��, P one; W r x/39 -005 3 . . - — .areavwsszosouwuv t.vmatratworazat INSPECTION NO. INSPECTION RECO C5(84 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspectors () (} PERMIT NO. (206)431 -3670 pproved per applicable codes. KCorrect ns required prior to approval.- Date: 62 I 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: Project: G l-ou f E Q�FI� T f inspection: ection - I.a Insr. 7 r c D called: ;a. — a - a - Special instructions: ScXe t or Ft ovk I'd A . `d9. a. D ate wanted )Z ""2 CO 00 p.m. Requester 1 Pho e: UCp ds ) ti3 9 -� 3 Lt Inspecto i il .. INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Eli Corrections required prior to approval. COMMENTS: 1 o 1 g \oor \ Y (fir? a �o3 • vs ;4 44 2O6 Date: 1?"-c), (O. Ob 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: COMMENTS: T� pe o f Insp Lion CJ wa ?� . ii0f J-tgtrs 0tAS t 4- Co ■ c or — - . - ' 0 A - -.100 4}p? rove,( Date? Iled: 2 - 2 Lg5`1 S1citr5 Gv-rA C 4 /� Cory; C � f ( IX)-r� ' - toot/ - A pdN"ei( Date w? ed: a.m /.;,a- �/ — CO p.m. Ljes s i f t Q S i i ,\{c.I f r RC') be\ p x Project: GvQ t /i T� pe o f Insp Lion CJ wa ?� . ddre s: a v/ E 1 in 1 Date? Iled: 2 - 2 Special instructions: Date w? ed: a.m /.;,a- �/ — CO p.m. Requester] Yoe Phone• �Zoln) t/ 3 i t -oo 3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. INSPECTION RECO a copy with permit (206)431 -3670 Corrections required prior to approval. Inspect r: Date y) 00 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: Project: G ym, j Typ f InspeE. Addres : iz a . . ffl in. Date cal d. '� 1 /R f. Special instru 13161q. for s` JJJJ "V , ." s. Dade wanted: p 19— , a.m. I el>�uester: L. ph ne: � "_ X2 069) q3,- o 5 INSPECTION NO. inspecto /I n pprooed per applicable codes. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING 1VISION 6300 Southcenter Blvd, JOR, k�ila,. WA 98188 • bg9 -o(13E (206)431 -3670 Corrections required prior to approval. COMMENTS: 0 Muci To v Date: ) bo $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: COMMENTS: c`A : \ vv‘ ..- 2 ^ 1 ro■-vN Mrie C Om , ,.., eie-Ve trap/14f', A ?.)S 44 2. ci- *.'3 ni 4r a Lo i. , L a , ,,... Is+ .p ),,,,, 1-s4 ,4,-1 'S ct- <.SQA. 4 i0b e -\-:; co Iirl 4 \- crwl 4 1 lc / Project: Abert e of Inspection: t . e'-- & 01eer— / 1 , 1 1: 0 g . 114 .... Date called: 12/3/137) Special instructions: A A Date wanted: ( *Li / a.m. P . m. Requester: A .1" Phoneb, v ... i9 e063 INSPECTION RECO t Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 ' Approved per applicable codes. Correction required prior to approval. Inspecta Date: I 0 $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: COMMENTS: "`( F !Oar E r;oir (A )-,t (1 3 . n corv-t•a i 0,,, s Cowl pI e4.e Date called: ' 1 - 6 = do Special instructions: Date wanted: 0,i-. +c) Co1J) Requester: LP54 E-L 1 v WV 7 A-08 UJC_* IY\Sv1a4- Ov Projecjy�.- ``►� �� t (9 i O t)p N"covt }k Type o Inspection: � h c nd ress: _.. ti 10 t NIu VII tkt A (A Date called: ' 1 - 6 = do Special instructions: Date wanted: 13 -00 E' Requester: Phone: t . INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 A pproved per applicable codes. '..-... �a.{fi3i rXLwvvid.A' Ywas._...s•. _ PERMIT NO:. . (206)431 -3670 Corrections required prior to approval. Inspector<'" e 3 0ANk i rtj_ Date: P-13-0o $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: ....,.cr.. ..0 Project: y' .. t LQrck,� Yl�t' � �'� Type of Inspection: -- t r4 V> P Address: ff �� t 1 �1r� r ;0, c� Date called: _ 1 °I- 1 - 00 Special instruc I Date wanted: 1 1). - 1 ��//��,, a.m - W P.m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: si.e Li v\ rI � v- (L ) Ice,L) 1 Inspector: 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: 1H11![ INSPECTION RECOC Retain a copy with permit 1)9 -MB PERMIT NO (206)431 -3670 Corrections required prior to approval. Date: 1 ? 3...00 _ . . .�....__ ... .. COMMENTS: r 1 OOr . t� C'' f -P v 10.r (A 10 I S A M - m a 4 -1.,ke I -)-1 b04401.,.. a` � 1v‘sU\c t Ov\ ' \ S \A)e Requester: T Phone: < //3q `1 y\sQvA st. („A 'is we . 1hSV t0 tr\ 0 — `‘N- Cr UfV` c,...? - 7 -12 L- Z1 a — r t. L.; t^ ?)— 1 0 3/6/ Q I c. AD *Iry t,�e t l 614"10 m C-C i) S AA 4 P j ect : � ii i� �f( deam ,� �d�,��G' Type of Inspectio '' A M - m a Date called: /24 . Date wanted: a. Special instructions: Requester: T Phone: < //3q INSPECTION NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECO Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: P ••-ct: ..4 Type of Inspection: F4aliv... Address: iO4 1 ''' 44, pt/y , 5 Date called: Special instructions: ' Date want: / 10/670t e •-57 - 22,,,,_ -- 11.767 Requester: .90A1 4 - Phone: , INSPECTION NO. INSPECTION RECO I Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. L.A.11 . 1N.AdYkitrifiat. A A A..._ 41. .. 141 A, - . PERMIT NO. (206)431-3670 Corrections required prior to approval. COMMENTS: AIX, /at' 47 / 5 7 s$ gt/P ricoatbe SEE pairsiag#900 /i8ev/c4i5 Aco7K, J $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: COMMENTS: etr..A,tt A k F . 4rG Yv1'0. L) 'r0 o 1-e ct- e-k- i c -c- ;.V 1 - rA leA r� � -\-n d 'e c V. C. 0v\ Iv G4,6∎A Del b0t ar S--e-e i A roo ,� y nrf2ri . � "i 1 Ii - eh P 'lkE1I6 [ S t r4 S [}P ,.�L 1n S c ec \ t O r\ 3) -V l -Pc_A'4 -- Vac rP ` u -1 ies I c rf w Fa c L . S t .e L I rOJ ∎ c\-e ci �-1� ; 1 c \ e( In 4 M.. Gtt1 s rttr wok s T Y(I`P6k 0 -v s), e� fo ck 4J.. et I is ci l�,l -e C..e t ■ r i n L-� .)hl1. 1 Pro' ct: la IWv U I M-in Type_gf spection: Address: Date called: Special instructions: Date wan 4; 60 �.m Requeste / Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southenter Blvd, #100, Tukwila, WA 98188 !; t t'i ww 1.. \ •IL INSPECTION RECO Retain a copy with permit PERMIT NO. (206)431 -3670 0 Approved per applicable codes. corrections required prior to approval: Date: 1 0 6 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: Project: , ► BcD&, A Type spection Address: sss O`�(.,��// Date called: Special instructions:. Date wan d: a.m. Reque e Phone. proved per applicable codes. witmiansuseasacamexamar INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 COMMENTS: ,WiQr/L rer .4 T D " (6), cr/. t!ocre -e s o. e y Cih57 5.0 C. AlPfc,297r PERMIT NO. (206)431 -3670 0 Corrections required prior to approval. 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: Project:.. .4 / l7G 4.4 77-ego Ai Type of Inspection: ' 6M-- F192. P t4711. L Address: / Si'/ # l /r+t: 1e Date called: Special instructions: Da ntfd: `Q(J a.m. p.m. Re u ster: C Fr Phone: 7. 6 - 0.42.-0s771) lnsp wuw�s�o) s�ri1 o+. e. e. c. «..+.*mmrwa..r*. • INSPECTION RECOR ., Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter B vd, #100, Tukwila, WA 9818 COMMENTS: Date Q Approved per applicable codes. 0 Corrections required prior to approval. SP&44G /,cC.S Lc. 7Je -Af oc . .4 , .+e 1Llor ,426fi T - C'tZtitrtK ,47fTai Cc tr U , UI.SA S t/�S r.9��iu'�+ $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: (206)431 -3670 COMMENTS: 660%/9112.4 ./.4■4141/ ,7 // 7 4.) / °lc 7 re• 6 # e RI6J Klie IV rot Ki5'its* • 'PO ,f.) 0 „ 2 4 4 , 6 A /5 /23 69 16 / .., / 5' ct 0 n.", oseizAJ Ce 11 713 Date called: , c fi eP &7 4 .Q141 , Special i structions: • e_A Al2( To ( 1 ? 2-Y / / gittev ii ...I -Q.a.4A. . a.m. P.m. IN) A / " t/t.-, T /PO 16 / Pr Type of Inspection: .5I) / A e ddr t ess 4 : E ( . , 1417 c Date called: Special i structions: • I Date wanted: it V a.m. P.m. Requester: /.,,,, Dait:Aei )""f Phone: Cr •••••••••.WW•MW•t*I•AW •••••••• w••••■••■••.1 , INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300.Southcenter Blvd, #100, Tukwila WA 98188 dote& —tow, • INSPECTION REC Retain a copy with permit oyy.. PERMIT NO. (206)431-3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: $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: COMMENTS: :: : 3 htisie F c_r ;ge =Re s-- ,4JO72 (9-A -r /4,76' #Z ,4,€ Aztlr Arad 45314-6 r " Date called: r1- 1 0 5P /rtis,p6"c,c7 ,P..eo l,/, ? r Prece_e_e_4frcrry ,t( - p er ,A e-Z /2-Fl /7.- r& s ,C/o ,c ,ire , We®ar,.- / . Phone: 4 r l Project: , • t..r . I • (t4f6Cc.Li CC3(— IA Type of Inspection: e V r-- fir' • , n�A Address: • • 1'zucat c Mc, c�1ni s '6--& Date called: r1- 1 Special instructions: // B J(... /- i3U p� • .- Date wanted:. C • l � r t�� a.m. t p.m. Requester . Phone: 1 INSPECTION. NO. C Approved per applicable codes. Ins r: INSPECTION-RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 1 O Cci Corrections required prior to approval. Date PERMIT NO. (206)431 -3670 0 $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: Project: (76V-60 i4T Type of Inspection: -<70.e i/4 -,/ CI Address: ( og 4(6 t e /"I -4G C_.- Date called: Special instruction, s: Date waited: of / /3 / v a.m. (fib Requester: Phone: a, • Approved per applicable codes. INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: / 0 -' Ge6 v'i 6 " Inspector: 1 �( ( ' Date„ L r:/ $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: PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Typ_e of InspeEtion. ( VCC/%0/ C. Date called: CrXe iee,e,PA7S Special instructions: (bv-rCW--e-7 P .Ice ,t( /2'56e-/- Are>7x-b ry Piet re.,„ Phone: *44-75tC oc--47- i6LD .TD Wr 2. gesvie r .4cix / 6 94- rx /oc) 4-#4,--7 of 3 , /24 r-1) «9, ..,.... A _ Project: A Typ_e of InspeEtion. ( VCC/%0/ C. Date called: Address: 04 Special instructions: Date wante4 P a.m. • P.m. Requeler. Phone: INSPEC1ION RECOR Retam a copy with perthit • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Approved per applicable codes. ,,.(fl .'a •••:"..k.A.... PERMIT NO. (206)431-3670 rections required prior to approval. $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: ? a 00 cAtc-44.r4 f s t-4 *2 -2-, ( 1 ? Lpti fl to 122 elf f Date called: eq0 a Tv t,€1_3r pncv. 07 0 A /. Date wanted: a.m. / P 2:- o 0 p.m. /1 -L /L )u /4JS Zu f- ( N fia 4 t t --t2) (. 5V r r ,f ,iF 0 CeD gi4t vF 10111k/. ftAAAj2,.,,,a, , 7e/ # / II * 2_ . 773 6" / n . 8 /o'Z /od cp..dkHk.. ag / Qu,d/k4r (41if/ ! /s A..... /al . , S f Sir 5 Y- 44.. rAl 12/ !/oAL /4 s/) -Tru,r/ s. Pro ct: ^, r." r f 'c � �,� �" Type of Inspection: 5D Address: Date called: eq0 a Special instructions: • /i 4 G4 - euk / i '7 Ir Date wanted: a.m. / P 2:- o 0 p.m. Reques 0 Ai � Phone: S SA INSPECTION NO. 0 NSPECTION RECORD Retain a copy with permit CITY OF. TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: Vic/ PERMIT NO. (206)431 -3670 a Approved per applicable codes. 0 Corrections required prior to approval. Date: 6 7/4e) $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: Project: • 07- &ill& Type of Inspection: ncLo rat #1 rri Address: I 040 1 4 ? 11A (4A . s Date called: Special instructions: Date wanted: .0 a.m. P Requester: a / Phone: *Lit OWIINI INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. • • .• • • Inspector: : INSPECTION RECORD Retain a copy with permit Dcfct PERMIT NO. (206)431-3670 El Corrections required prior to approval. COMMENTS: stA3144 A c A 1. P A`i g;c r (A.ALinftzoi j iJi /c 4&J tL7)1 4,ritj Date: 1 0 - Yytatc. 4qta171.) EJ $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: (I ,.. II. ‘) 40 tl1/4 • t Project: ��� Type o f Inspection: „.4 .fp Address: IZ4 1 . Me4A .1hft Date called: g ' 4 Ub Special instructions: Date wanted: a•m• 0' �. . (i.m. Requester: .. 0 it -Z Phone: l0 730" d5 e/ INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITYOF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd; #100, Tukwila, WA 98188 D9q 0 PERMIT NO. (206)431 -3670 Approved per applicable codes. G�Corrections required prior to approval. COMMENTS: oil) /nod unLorvi-► Vtk E c: urttO to tits 6-ge p q Inspector: Date:,' ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule'reins Receipt No: Date: P oject: s Type of Inspection: A dyes . 12.01 klitiA V1)t1 S Date ailed: '1- 21 Special instruc ions: Date wanted: 1 - 51 -00 4 • p.m. Requester: M Phone: 20(a ' 1'!>0 ° Sdg El= INSPECTION RECOIL Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • I /f Approved per applicable codes. COMMENTS: /"rtr t (7?/ QOM.( r. •r //Sv gerrr.,w S. 4 G aAv.44r7.5 / f r� T."-e/cr7 oAf c c,, INSPECTION NO. pig 0436 PERMIT NO. (206)431 -3670 Corrections required prior to approval. $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: . . .,.e .._.F,.�._ COMMENTS: 7 /76/ 0 edhAA/N (AIL eA J J 4 f11 in id//7 ,co /L y%1 / V 6,04.7 m / / 6-i. i J $- Date called: Special instructions: 6 /' 7 /z1/0, po t,0 ( (S7Z' p Date wanted: Pro' c : .��ft'�..n�C -r Type of Inspection: GC As Address: /? )f5 .� $- Date called: Special instructions: 6 /' Date wanted: a.m. p.m. Requester: Phone: 5D tl:tto.. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Y4r x1Y'.i/.�aC�..H�4uu __.. 2W6`IWIASOR'11MNM¢4.101 CIRIRM INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 El Approved per applicable codes. ❑ Corrections required prior to approval. Inspector: 6V Date: . / Q , 0 $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: Project: A T e of Inspection: Address: Date calle Special instructions: Date wanted: "" .: a.m. p.m. Requester: Phone: INSPECTION NO. I NSPECTION RECORD Retain a copy with permit `CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: L 471- 1;..) Cr_c e are�Pal t PERMIT NO. (206)43 1 -3670 El Approved per applicable codes. El Corrections required prior to approval. Inspector: w J 47 r?., Date: Z./Z *4 Cl $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: COMMENTS: _ /5- . 2 1)-0/ E.Y,C -t L.em G 17,d-o_‘,/ S 92,-.4 i . 124,4/v- ? s,. C-/L r ,z /z. (1,4-y LA.., f C f S -�,(l krtivv 0 GJ -� C I�� �,)-e t .Rs 711 6( o k / .� g lic.) / d.�/)..A.V..xcA.A. S Leh Gt I.-/ /! It / Fri "A 104 /IX , Lvo kka4-1 - 0 624v-GtAl i vkix g - , , J. /L .t....'ii Si"q Pro'ec • „• �7l fn! _ /5- . Type of Inspection: L G As Addross: /Lo! C Date called: Special instructions h �/ Date wanted: It / a.m. P.m. Reques r / !J �( Phone: =_TI INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION �� 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: a 2-4 PERMIT NO. (206)431 -3670 0 $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: aY. KtU, x. jh.! A, ucin,.. urwx. an! u.. eta/wF#!ISiW [1v.liAlf gaqE' k COMMENTS: Type of Inspection: c,ydc.v„ ,,,, ,,,,„...,,....A.. Address:: . / , i' eat/ (.Gt A A , e r iCif a o 10(a /ri.0 C /q- q G 6 t x 4 to 5 ( 410 414e £r / fy r 7` Sc.eh 7/ cL ov (. 9 1�(l voi.4.t ... /Litr- t 5 4 I .../ AA lc J 6+.11 0"1.J5 61C • S. eP Z4L01,4 4 0 I 1 �t/� 7J a C a +- yam" , / QQ_ of t: / / i /� 0� d ,� i (�2u ( y Type of Inspection: Address:: . / , Date called: 47O1o Special instructions: /1 A "equested: 4 i?94J Date wanted: (c I / a.m. p.m. / Phone / ! /41,4,11 ta y -.4.t5 7kit:.x u irL.+fi, Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 1071-04i3 PERMIT NO. (206)43 1 -3670 Corrections required prior to approval. Inspector: 6 " Date: 016 / ED $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: COMMENTS: .2 IOi l .--'0 lAdla`TcJLV Li ds (.. ra., c_O r' 6 (.40 7'; c 44 c ref 1-41 e / carp p4Au.,(.. Sc) /'2 1k ritiegA .S/.o ) Ct1►+ a..p-c1. r'alp 12) 4(S C R /utru ( 4.— /5 Date called: a/ /VU/ ?A,�/ c�L"...,.k.. (.) saw` - a A. y 1 /K--T 5 4 % '�' J» 2) (i e , ,4r,,... _ ice,, 410 . Date wanted: a.m. pm te Prro a Type of Inspection: J Address: Date called: a/ /VU/ Special instructions: % '�' I'/ Date wanted: a.m. pm te 1 C 0! J Phone: INSPECTION NO:._ CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter. Blvd, #100, Tukwila, WA '981'88 Approved per applicable codes. Inspector: L� v Date: 2 /1 0 , 0, $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: IL CtNISPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 Corrections required prior to approval. COMMENTS: Type of Inspection: Si) 5 c i ) / roil- 2 0 - :77d c1 ,(07i L do 4 /c44-AJ 7 Y` '4IJ) /J G/ 6)U 4-;2 tv TO Goa 2'f 1 t e, 3 v &u..-7/c/0. / Date wanted: °L /J 7/0 r a.m. p.m. Requester: 6 Uid / r — clF;4'J el R 44u1 411 Pho y' — (0,6L. "0: m, L/V_ I A-av_ (4 4, ) /-v . O// / ! , . .7 J ,er [l� Pr or 1./- 7404.7 £ — r= Type of Inspection: Si) 5 Address. y i 2- / w / S Date called: �// 2 / Special instructions: � 44u j¢,1 Aleit 4 Date wanted: °L /J 7/0 r a.m. p.m. Requester: 6 Uid / r Pho y' Si) INSPECTION NO. NSPECTION RECORD Retain a copy with permit CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Date: D99t4 PERMIT NO. (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. Inspector: 7 / $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: Project. , Yv u 1'� t Ircc If Type of Inspection: CO r< re fc.. - Si (('ct„.1 I/c& Address: Q V ( ' I t /Y ( A ( t(-/,t S Date called: /1 31 f 0 I .. Special instructions: // 6i8:0 m t;S))e_ sett !\ l,e Cr.Q/eac�c-t , i ( ' ( ')C L ' ) ekt A' Date wanted: ) ,1 1 1 1 6 1 . m. p.m. Re e ster: • in i Phone: 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 El Approved per applicable codes. V Corrections required prior to approval. COMMENTS: l ax", 41 so l 240 - TA . 6U Date: Inspector: v Lj $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid atp3De"Southcenter Blvd., Suite 100. Call to schedule reinspection. ,Date: Receipt No: �.,.w.viiwirasnt'�' �:ASY #:9�1,itelY2,A.� FILE COPY I understand that the Plan Check approvals am l •• a _ STRUCTURAL CALCULATIONS FOR ROUP HEALTH R & D Phase I (Bldg. A) TUKWILA, WASHINGTON December 15, 1999 ENW Project No. 99124000 CODE: 1997 UBC WIND: 80 MPH, EXPOSURE "C" SEISMIC ZONE: 3 Contents: Roof R1 — Floor Fl — F7 X99• 0`138 ENGINEERS NORTHWEST, INC. P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVENUE N.E. SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 Foundation FDN1 — FDN4 Pre -Cast Concrete Walls W1 — W9 RECEIVED CITY OF TUKWILA Lateral L1— L35 DEC 1 6 1999 PERMIT CENTER ...wvwww .an..vtvwVIV*.iN eta... f 4,41VtYJS•Y'O.( f� .S ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - 1206)525-7560 - FAX # (206) 5n -6696 C jPe No. JOB NAME GANAr hf COI-TO n Y2 CLOG DATE / — / - SUBJECT ROOF orpcN SHEET A( OF ?2L: Is (cory /cItvonvE) LL 2fe' fNow W /b2IFTINC rrrl Cat Tor tr ; , 0 .0 22 23 /s-.r e 6.z. / t7: 4 {0 �► = 0.09 (3) , 0.60 id )' ?C C) W : o.oy C = 0,n e g '3o Po* Co r-1P 1ife.f v1t Apn CV oatf 17 RrFT r`1 = /7Y k f •eY1 tt- z o 7r a '36 'VG 571/ 0.74rf . 0.oY (6.z) = 2V8 r.({ 'rc.z. We,.. o.otr (6.t) - ers - e _(.p reef t,rt TYP /c Ac G /n rre ; VTC = o.oy (6.2) 3o 4- 0,or (6.2) CUE 36 VG SN 7.7s k Y{ rn mom farratr L olio P G J'En' 64 7 Lv 6 1-7 RECEIVED CITY OF TUKWILA DEC 1 6 1999 PERMIT CENTER F /6,7 k BY zZ Ft 2i0/1/4r • 2Z C4 NJB 36 OEC& 3 30 T0rt)t. c,ttorn l.z.s(s)= /9.31 It Z T'rAc cot /tract Hr r. = 3f,7S1t o. ez k(1 0.to k•t� 0. 1 tY k.F f W2- o S = 9V = /.7S = J r Pal uJC W2Vxs1" p: /.2p = ,Q 374 ' • • ENGINEERS NORTHWEST INC. UV WOODEAWN AVE (StATE SEATTLE, WA. 98115 SNOW DRIFT CALCULATION USING the 19973113C,1996120CA or 1994 7-93) INPUT ( U or B- or S ) • - if-. IS ROOF PROJECTION AT BUILDING PERIMETER? i.e. PARAPET? Y INPUT (Y or N) INPUT THE DESIGN-,SNOW LOAD =1 IS THE SNOW LOAD A "ROOF' SNOW LOAD OR A "GROUND" SNOW LOAD? INPUT (R or G) : - It IS THIS DRIFT ON A "LOWER ROOF' or AGAINST A "ROOF PROJECTION ?" INPUT (Lror Rp) : - HEIGHT OF UPPER ROOF or TOP OF ROOF PROJECTION 4 34.00 :feet HEIGHT OF LOWER ROOF or BOTTOM OF ROOF PROJECTION = 3025 :feet CODE LIMITS ON Wb MAX.= 50 feet MIN. = 0 feet hb PEI sr D = Pm = PROjECT:-IGFIDIJPREALTHIt&VBEDG : • :•••• 1.34 feet 35:71 psf 18.64 pet 49.4 psf 1.31 = hd 1.34 = hb roof SNOW DRIFT LOADS NEED 14,-= 3.75 PF= 25.0if \-Wb = 50 fg Roof projection POP.i>= Drittotooerties (per ft. of drift) DRIFTING SNOW 49.4 = Pm Pf = 25.0 Wd 5.24 5.24 feat Drifting Snow Page 1 BE CONSIDERED feet • Ce = =r 0 Psi - Wb =7:120_ Design Wb = 5 feet • hd = 1.31 feat roof projection EL 34.00 par pet hr = 3.75 EL 30.25 Wd/3 (ft.) = 1.75 Pd (pol)= 24.4 Wd (ft.) = 5.24 FOR JOISTS or PURLINS LOCATED PERPENDICULAR TO THE DRIFT JOIST REACTIONS & MOMENTS Root DL Span (ft) =i ; , 4„4,11_,I - W:,,:r: . „23t:f:a9_:must be >=Wd = Joist spacing (tt. o/c) .... 8.00 100 R (#) = . 3514 : 3166 2817 703 RR (#).=. .1806'1 . 3454 .: 73'102 : 761 X (0 V=0) = 20,08.. 18.09: 16.10 : : 20.08 : ft. (from left end) M (k4t.)= 35:28 . 28.63 22.68 7.06 Equiv. unit load (plf) = 176.4 176.8 177.2 35.3 (bending) Equiv. unit load (pit) = 190.3 192.0 193.9 38.1 (shear) Equiv. unit. load (plf) = :192.0 193.9 38.1 Max. (bending & shear) >3. SHEET OF Fiev.era 54?4 RECEIVEC. CITY OF ' DEC 1 6 199 PERMIT CENJII tr20/99 SnewS4Uds ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 ( j00 No .JOB NAME DATE SUBJECT 1OOF CO/V SHEET (C' OF HvAc uN l if x r S.Sk Z j o i-N ' r I Efr /'- �arIk2 Wf : uWIT + SLAG - cures. I /`1 Erlajp j AI Jr en X92 E E IT'M ArOE Al\fip / acrt To cori.r7 u rr s -orr 8 ' zo•IIh t , .k I s-,04 ‘- 26.0k. • 4 x 210 3o•Ph 'loth 3/ V wzyxGp 70' 2 R= z6,o k /.7 ?( .70 )= /95 f a :'37.3 WZYK Zi.o k w o Jh 1- e rt,e 'toff' .Iircf wt �✓ = o,sr(8s)k 4- o,uv (6.z) + o.0 1,7D Irk BY T. L, fu 23 Ecr To vE✓ts I"1c•9ritN �7.7tF. (S.Sk 30' 7173-k comer', rierc Is sk G RECEIVED CITY OF TUKWILA DEC 1 6 1999 PERMIT CENTER f = lly 3 8 Y ( ' I Z, ce (133 YY7 ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - 1206)525 -7560 - FAX # (206) 522 -6696 JOB NAME , ` - DATE Joe No. SUBJECT nUOF CUNT SHEET ' OF BY 'L. HVAC: UN /TJ' CoNT ka rt ,Q = ?l•' (f,e£ racv rows 1',9L-Fr Fog LOAPJ 1�1,•, 2-Yo k f rs� IQ- ?0,:k k�Z� 3 3'7tk r.oyk x: VI eve _ ) 7, /z0 tazv J rsy 2Y T TPL COL RElaCfO : � = 3Q.P f z6•0 + 7.yr = ?('.o k z a 7. = 0.77 Z /p r c) /• = -C c J1 9 . 3 s - . y ' C444.1 hr, //,., t 36k > Z 7. IX = C'Z y = 0,07 k1f(JELF «X to.f7 h 3 JT/iffN FA !loin �[A�✓!6 To r , P rcN RECEIVED CITY OF TUKWILA DEC 161999 PERMIT CENTER ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX 6 522 -6698 LOB. No. JOB NAME g_d-19 DATE SUBJECT IZ00F CUniT SHEET (cr OF r BY NVPC. UN, r CANT corm gFA2 /,vC fi A r c 6✓2 y x 6'p 6 NC f11EA2 ; d1 = Z.1 rtifrx 1 O o. y/rC 6 ) i r y JEFI PtH?'E 0 Ell k'L.o ` .. ((: a( k 2 .Y 2 = ZA = Z (r.2c)(2,7/) 2 _ 77.1 ,. f 05; 77.1 = - 3 7 / /■\ _ 2( (6)' tU k'/^ � /z! _ y.9 _ 1. '- k� < /y. y,E., oh ✓ =Vi wHEnC 3 , 2/ ( /Kt) = 3.1'7 ht., y (3.71) Y Y(o•9zP) of woes < z �L = /91 = S2S(2.71) / Y. 2 it? 4 74/( Y6,9ZY) Z = 7 y2 < 3.P? .Q i a. Fr A = o.6 (u) s zr = 70( �Z RECEIVED CITY OF TUJKWItA DEC 1 6 1999 WE° MERE. CArAcar ; >� 0 = (may /VP •I � PE�I�QIT'C�ENTER cl" • y(o NOre ; 1Ff LAT£<CA(. CACCf Fog b✓- JE CT/ 9NJ wN /chi /C7 AJ' GRA✓lry .oAa t /JR /7C /`1rTi .8(/Y.f,. ENGINEERS - NORTHWEST INC. P.S 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206) 525 -7560 - FAX # (206) 522 -6696 It Jos No. JOB NAME 4-47 DATE SUBJECT FLOG QEJ/CIV SHEET Ft OF 7 BY T, L. FL uo2 aL nC - 70 . ref 41..-T- Su f)F r?F.ovc/l3LE • ( /oo p;F. IL L I /#'CLE 70/fr w/o I'HRrrr/o0) TYr/cAL ToiJ r , J = 30 a 6.Z . tl .0 rc = (So t- /oo) 6.a = 970 r -tr G irtn,E2 PAVCL eot Nr roreet. LOA ' PP (7o +3o) 6.2 (3o ) Vt." uJE so rsF +.2os -f tAArpriori/. 'Do (6-.z) = 6to r ..ff we 2YLF/ 93 e Tot Clr of.K: TRIG one = 71(7o) - 53 H n = 0.0P (9 30 — i,o) c et. > '!o LL = 30 r ip I .cr wt + s (6. a) = 18.9/ It 124 ��'777 Lt. ru rn c GIRo�Ert re =l o7 (30)i- o. os 1 3 J 4- 0.03(30) 3/ J Z = 33.3 + /?,0 ( f7,, k rorAL coo AcAcr /o1v . 2 (y7.3) = 9Y.sk RECEfVED ' tv nr ii Ik I. DEC 1 6 1999 PERMIT CENTER file yo/GS /X'.9A ( --'Joe No. 'SUBJECT NorE TL = fro p/F MAT pry ow 6Rio WILL 6E PE$1INEP A1114 FULL FLov2 f12Ef1 (Foru.tr) OL . So r) P LL c /Ue p/f • vEsr,ruLE Is oPE/i a Z,.1 fLi /.t JOB NAME fLoort OE.J /6Iv CoNr En� rny vevrt i31LE ENGINEERS- ___.....WEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - 12061525 -7560 - FAX * (206) C DATE SHEET OF OF BY RECEIVED CITY OF TUKWILA DEC 1 6 1999 PERMIT CENTER 40' -0' 31'- SPCS • 6 EQ SPCS ODD 5 EQ --- __ _ -•— _ i BAY \ J re Ep/rrty fd FFif Cocci L -3.1 iysA S )06 11? OPEN wLI xso -3.1 3PP 1 .t I NLvKGI. 18.9k T-3.1 S:1 — 7 r ® > > 2 3/ f7 k 5N r • 7 N Y ) 2.3 h :1 X N t 3 1 40VG P -' .1 4 V./LIWY P 3.1 • I ""' '•• '4" CONC 22GA !TYPE FORMLOK DECK ( ON B N o O ( --'Joe No. 'SUBJECT NorE TL = fro p/F MAT pry ow 6Rio WILL 6E PE$1INEP A1114 FULL FLov2 f12Ef1 (Foru.tr) OL . So r) P LL c /Ue p/f • vEsr,ruLE Is oPE/i a Z,.1 fLi /.t JOB NAME fLoort OE.J /6Iv CoNr En� rny vevrt i31LE ENGINEERS- ___.....WEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - 12061525 -7560 - FAX * (206) C DATE SHEET OF OF BY RECEIVED CITY OF TUKWILA DEC 1 6 1999 PERMIT CENTER ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - 1206)525-7560 - FAX # (206) 522 -6698 ( -JOB No. JOB NAME 1 \ f-19 DATE SUBJECT Fuel:. 0E1IG ' SHEET F OF BY T. L . g"r2Y VEIT,QaLE (/NT 3r1 [� . 0 = l eo h' = 016 k' f ie7V. = -' I: 2?I C1 tn.). (C K = ' ) N Wt 1 f 2/ pt = .ro Lt t too � : W VARIED. 3' e RN01 o'e CEiirrit, Tu.►r w = o.1s (6) = o.5o up '—=: rl= 090 (r) /. /(.trk� 96.6 It' fie ye UM' x3S 6,1tk r/J *%IIo 3.0k yo ' = ?. r / ✓ r \ A /c C I /v A C u 1.0 a/ 21 k Se 0 = /.Ss _ 3/6 M 0 ,Q . 0 ` w = 0.20 kit 'Aare r'oN .I- JELF 'it irk r isk u = 7' o,LokPi t. 7 I (art o) . 6 1 1 ,1 1% ✓ YY 'elf w {• .. 70' ly,s-ok .ECEIVE0 • fir r! It. \AlII A DEC 161999 PERMIT CENTER Y., ENGINEERS- NORTHWEST INC. P.S 6869 WOODLAWN AVE. N. E. - SUITE 205 .- SEATTLE, WA 98115 - (206) 525.7560 - FAX # (206) 622.6696 JOB No. JOB NAME 6 H DATE SUBJECT f CON'r SHEET Fy OF BY 7.t, ,ENTRY /Irc7710ULE 6awr, B M. 0 .L = zoi 6 . 1 = o,rs(s)= o.38 kA a<xcy oo) a 0.7TkCP l` \ = 37, u.or (S +7) : O. 9 < k< 20 r. I r !a a .,C G 1 rs'k' ret 27 wrYxz2. LJ = o. I r (3o) o.sr (to) 7. b✓r YiZ.Z Ap° rk Flit ELC✓grmvt N.IJr rwr/ II Ir rcr�• (r.'rA K,0%) la ,i i I t I i s k i. 0 7 t.2rkAP 0, N Ci /6 (. x• ( U r1 = / CYO ' ,treys= 77 W Z I X YY f�,.,c = ea ntJ)CIvEn Fflt E . VEIr,fwe otoCtviorc /NF W e (7 o f ro) 7o t ro c /, Ps- j„{P a ZY3 h "ZYX(Z f /3/ 10 2,2f klr I( II Iii o.7ridt - 1 --- l6' —) I z6' l 26•V r7.43A. oFrlcc Loaotta a Nortra J I OG, 3,'k 4 Z.0 k 1TA,.t J MAIM r.l 7.1" 4.1.•rH J 0%)TuIjrj 1 1. his is k•lf 3Y,sh Zc stk RECEIVED CITY OF TUKWII.P DEC 1 6 1999 PERMIT CENTER ',torero ‚'0' {;E ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206)'522 -6696 JOB No .JOB NAME DATE SUBJECT F-oon Orf /6N Co Air SHEET FS OF B 1, ENTRY loFFir Ptx: (I) t Lunn al = 330 1 - . r 3sreCf 1E01.4 Pick_ . ton° • G./ r . 0 L° two c ss (r.tr) = O.IYy kJ' e 1,+,w} e z Nr rari c /P.3 k ' /-1 Awr e •lln f'F►N = /y.9 Cm 0 ournlccFrt. 0,033 al• r1A). �rrr ' re+ 2 3 Et c 2i' (0,000978) , 9 p3 (10 3 (tl000)130 a ,oa, } o ;0 1 2 W/2 k / TI/0X Y')C S 46 r � I / 1 , 2? .' a. 14'Y kfp 0. ?rrkft ,t le' t 943k. o.lq k 7i I /4. ( / t ) /1. so k.; ✓! 6 = 0.3i < O.ro 9.13 (z) ° 07.7 k' W/2 k 19 f 2/.3 2 = /?o ,: r tv/ Zz GA /l- foitntrk e✓E 3o.s ulf 35' ' /ri,ic Lt 0 RECEIVED CITY OF TUKWILA DEC 1 6 1999 PERMIT CENTER , • ENGINEERS—NORTHWEST INC. PS. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (208) 5224898 SUBJECT FLOUR CO/ Os No JOB NAME am 0 v ritY JOF/rrr ca N/7 kit It: I.oPk • V.ork (t. 0,9•/‘ C/L1/2® TOTAL Lep 0 ON COL = 0190 f-/OP r.ez It1e‘tOf COL COL. H r = /2 log No 6' f,://c/•• 1Llte4crv0 e= C /23 (1.2) /6.Y 2Se Prf ctis ay (it) p 2. t 7 0 Or)/ .c) /ff mic Tr'( )ch• I) p.zz //.7 = ch/Yy Is) 7 1 Z. 'Ave (60-9 TJ OcY 6 • o•lv DATE SHEET F4 OF BY TL. v L )(iPo 0.0Y1 74'Y i ztratad) • RECEIVED CITY OF TUKWILA DEC 1 6 1999 PERMIT CENTER JOB No. JOB NAME r ( c 1-0 DATE SUBJECT FLAV re. CO I17 SHEET F BY "rt. C ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 622-6696 FLoOrt BERry e GA/0 Ca 7 704-s-0) s ( 7 r. ar) = /y.7 . k gtAQ) Tour nen cr/dm /2- 0 • j. is-f A. 01 1- = 7( 5cc7 r3tx® de= tt.s" I S 4- Ir = at It cp *Olt sy..4 C UM Lt. nay/ r (.u'0 Wife: PC( FAA i•A Pet, k, 1 is"( gt. I 5 (,?- V7 ' wl tf x26 k cp de trl go RECEIVED CITY OF TUKWILA DEC 1 6 1999 PERMIT CENTER t.7A .1.: ..:: q ;,:.. 4- tr.,- ( 4-1 = 3 ? k TJ Cx Y k / 4 , en-Ace iff = / 0 ' Frc nal '1 = 77 = 13-i4-(— il .", Fy.s- p ..--- z.0.c/ ,o. •1----------- . to cn TION B,3 *g,Y , 6,6 • 13,8 6,/o C,3 • c ,y c,s. C,6 C c ,9 C t 12,3 0,s" 0,6 0,? 0 ,f 0 ) 5 lo 12 . . ' P TO TAL 13Y i3Y (6i 1ST I7Y I3Y I 13`1 1.51 I3Y )3Y I 31 > s'3 1r3 /3Y /3y ly /3 y ENGINEERS NORTHVVEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 5224696 it Joe No. d- JOB NAME DATE SHEET n :411 OF t i SUBJECT TYPI rOaTin/G 04J/civ Tor/91. ferlEAO FOoriNiG topoj Fre 511ff Fg . F7.zs Fr• ?,zr 7.2c F? F7 F7. t r F 7 ' -7c 7 .2.s . FM- F705 F7.2f FM- 7, IS Fr r F C F F F7.2S cneme. /Ty /76 I 6 y 93 /y6 fYi 126 /6s Y /Y6 /6 5 /6 s" rid /L/4 oft ryi !VI IY I /Yl y I III BY jEe iHrer Fun. 'ru.7-INC p($IV cAppc/r)ri RECEIVED CITY OF TUKWILA DEC 1 6 1999 PERMIT CENTER Project ' Name :GROUP HEALTH R & D BLDG. Run' description:TYPICAI. INTERIOR FOOTING STARTING SQUARE FOOTING SIZE. F ?)::5 CONCRETE F'c ENDING SQUARE FOOTING SIZE...(F?)..8 STEEL Fy...(KSI) : 60 MIN REBAR SIZE .. .6 MAX REBAR SIZE.. :8 MIN FOOTING DEPTH (IN) 14 . MIN REBAR SPACINC..(IN)..10 DIST. FROM BOT OF FOOTING TO CG OF REBAR..(IN)..4 FTC PALL(k) D(in) F5 . 70.6 5'x5'x14.0" F5.25 77.9 .5.25'x5.25'04,0" F5.5 85.5' 5.5'x5.5'x14cO" F5.75 92.6 5.75'x5.75'x16.0" F6 100.8 .' 6'x6'xt F6.25 109.4 6.25'x6.25'x 16.0 " F6:5 . 118.3• 6:5'x6 :5'x16.0" F6.75 126.4 6.75'4.75'x18.0" F7 136.0 Tx7'x18.0" F7.25. 145.9 7.25'x7.25'x18.0" F7.5 154.7.. 7.5'x7.5'x20.0" F7.75 '.165.2 7,75'x7,75'x20.0" F8 176.0 . 8'x8'x20.0" ASx(in2) ASy(in2) Reinf X .Rein( Y 1.51 1,51 416 1f6 1.59 1.59 416 4'6 1.66 1.66 .416• 416 1.99 1.99 516 5/6 2.07 2,07 516 5j)6 2.16 116 .516 5 6 2:36• 2.36 616 616 2.62 ' 2.62 £16 •616 2.72• 2.72 716 . 716 2.85 2.85 746 716 3.24 3.24 816• 816 3.35 .3.35 816 816 3.46 3.46 816 816• RECEIVED CITY OF TUKWILA DEC 1 6 1999 PERMIT CENTER ) 1. ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - 1206)525.7560 - FAX # (208) 52241898 Joe No. SUBJECT Fugfl1JC P(! /GN CoN FooriniC JOB NAME v ` rtcocrioMJ e GRSQ 11 3, 1 C,► 0, 1 P �2 C12 0 1 It .2 t � J E F6,0 x /0 6'i go it,- TAP) /vJ vfru RE /NF rl _ /. 6 (2. riX3 ft = /,49,‘ dt - 1? - JG =3 0. w wi, ( -.4 /Z ) ‘ cHrc/; = A,4' c 0 = o.ry 0.1s c b 0.1r (3)12 00 0 (/Y) /2 = o.s S.. CJ's' t , 2.57 kJ, 0 (60) (IV— o —rk) DATE SHEET FGN ? OF BY ? 'L' £ ROUE = l.zr 4 = 19•y.k £ F100n = 3.0s � 3 / /z) = V7 k £ 4- I f I Ye 0;3o., AJ TUTgL = 0,Y01 /d 1F = 17`.00 /� .w.e /0 6 T�f;tNr✓E ?/f 50T 14 1 [ = a,00 /F (/r) ( /2) + z,33 . -c.. 910 'r y ro t yy jar RECEIVED CITY OF TUKWILA DEC 1 6 1999 PERMIT CENTER ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 (206)525 -7560 - FAX # (206) 522 -6696 Cos No SUBJECT JOB NAME A d- TyeicAL //vrotio2 COC 0E1 'CA • 3z78 1 r_ K KooF CACCI NJ -1 ,a r" / lEf ft 'IL epics' GALE / flue Goon Cr': Y7.3 #.33,3 = 80.OL rl = iy (e) = 9.33 k it far wt If £ = 3497e'fr I 1Y.r f .o.? = I3v k . NO /h/r 4,11'2 f!' = 9y,rk wf rlomf...vr e . no FL : /r(/z) r7.I r 3. /r U1.E a TYPE purr 2 I . 7 It.. DATE SHEET CAN ',OF Y BY . L. k / /...- :: /80 /6rl > PY k tt c.0.sr(9,34 sy3 h' .�� . 12u Fe = vs -16 - S.l ?(lt) ; 3.27 k.+: /S,, 4. 3.27 = &'? 01,E TJ6'X6'x /y (I_ f�)F, Z/.7 ,o,3' (I— ylr.4i T CITY OF RECEIVED DEC 1 6 1999 PERMIT CENTER t ENGINEERS-NORTHWEST INC. PS. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 4560 - FAX # (200) 522-6696 C . J s oe No. SUBJECT JOB NAME A61-0 WALL OEI1CN Fort Crt •VI TY ♦ our- or- etNN,C LOA 9/y j'c. / snit t,it = OEJICN LoAnf o J r)ert ; AooF oz. = IS (3o a 22.6 • r.CF COW exEn.t b CO. Li = Zs (30) 37S t>"'1 z. 4 cruet_ ftr�rL . nc = 70 (30) c lora rlf P e = LL =v0 (3o)7. 74 a..lr ti �c�nc LL c 3 S' k Cc,lCCNrltic (.or+ DATE SHEET W OF 9 BY ' L' GoxvcEaTRArt:0 LOA,' Frio"\ RooF +rive- peovi (CACCuimrI :., ro 2 %4 noon L1./4") 0 noof ie - Pc Ruof.17-0'"arcec raft Pconc v = 2.2s (z rt3) . a - 12O (ru) (2r +3) 4- 120 (6)3 = t Y,zr h J z Z. ? n /, y, 2 Ftta r JELL t CC", 2I'/C ; e = 0.1Z (3) f- 0. o f (6) = o. vz kJf EfEn TO Fo Low Foa OUT -ur- ri.olse enNF_L pr_J)6N. et E. i`frt. ro Llarf.2rat. CAL Poe /A/ - PL, 4 r/>Not 04f16N. RECEIVED CITY OF TUKWILA DEC 1 6 1999 PERMIT CENTER Engineers Northwest 6869 Woodlawn AVE NE Seattle, WA 98115 ph 206 525 7560 fax 206 5226698 Materials Geometry roof elevation = Height'(ft: ) Width (ft.) Sill height (ft.) Loads - vertical CONCRt= 97 E LL.DESIGN 19 Concrete 5,000 psi Reinforcing 60,0013 psi elevation (ft.) 15 ft. Left opening 9 25 3 # of design segments 20 Wall with #4 16 in.ta.centerline Wattthickness 9:25 in. Tributary widttr ft. Reveal depth is .75 in. d pos (inward}-bending= 4.25 d neg (outward} bending = 4.25 Jamb Reinforcing is c#5 each face Jamb thickness is 9.25 in. Jamb width is 3 I. The jamb steel is the only - reinforcing considered. d pos (inward) bending = 74375 d neg(outward} bending = 6.6875 coyer to face of verticairebar .Outside.face =1.5 inside. face = .75 W Date 10/28/99 Time 6:12:34 PM Sheet GROUP - HEALTH R 8 D BLDG TYPtCAt 34 WALL PER DESIGN aver 1.11 Page 1 Right opening Jamb width 0 0 3 a r >VarE: T ►-t►J '1aOCf. R SiurAEs Weight of door / glass in opening = 10 zero means the hole is open thus no EQ or wind force. Loads shown wilt be multiplied by the tributary width eccentricities are positive inward from inside face of wall Dead Live Wind eccen (in.) LL type Ledger loads (kit) 1.05 .75 0 3 floor load Concentrated loads 24.25 5.81 0 -4.63 roof toad Concentric loads (klf) .42 0 0 floor load Canopy loads (klf) 0 0" 0 snow !gad Canopy load CG is measured positive outward from face of wall C.G. of load Bev of top support (ft} Vertical spread'otsupportt (ft) 0 .0 0 414 £19 FACE_ ppcTNAtAL 1'►e2 13A21 FHtE t17 (p: o.').:1 2(o,3s) o.6t • c1-(AL NJ r_rt r ce lN-('CANf oEJICu Loads - horizontal Wind loads based on code- criteria- Code loads were input for.wind.forces. The following.areapplIedabove the slab. The distribution varies per code. The follwing pressures are based on the roof elevation. Inward pressure psf =-20,8 - outward-pressure.p f =20,8 wind speed mph.. wind exposure- C wind importance factof =1.0 The seismic factor is based.nn.1997.UBC.criteria.. The will weight +. opening weight is.multipliedby.this factor. Seismiczone is 3. Importance factor is 1.0 Soil type is SC - .Near - source factor is 1 Seismic factor Eh =4.44 Ev- —0.165 The coefficient of friction.is..used,in.conjunctinn with.the.lateral to- determine the base fixity. Coefficient of friction = .3 Active equiv fld press pcf / ft = 25 Passive equiv ffd press pcf / ft = 250 Elevation of the backfill on the outside face of wall (0 is slab level) = 0 RECEIVED CITY OF TUKWILA DEC 1 61999 PERMIT CENTER ei CO/tr./4'11 Load -C ses oat case oad case oad case oad case oad case oad case oad case oad case oadcase oad case oad case oad case oad case UBC'1914.8.2:1 UBC 1914.8.2.2 UBC 1914.82 3 UBC 1914.8.3 UBC 1914.8.4 Mcracked Mu / phi*Mn / phi*Mn oad case 1 27 % 26.96 oad case 2 27 % 20 % oad case 3 27 % 29 % oad case 4 27' % 20 % oad case 5 27 % .29 -% oad case 6 27 % 21 % oad case 7 27 % 24 % oad case 8 27 % 9 % oad case 9 27 % .-23 96 oad case 10 27 % 17 % oadcasell 27% 22% oad case 12 27 % 20 % oad case 13 27 % . -25.96 oad case 14 27 % 20 % oad case 15 27 % 25 % oad case 16 27 % 10 % oad case 17 27 % .17 % a 4 .1 ' mriN, tG: s:? zx: 9+ 4mrof: cc� +•naem CONCRF- -WAL- DESIGN 199T UBC Engines Northwest -Date 10f28/99 Time ...6:12:34 PIA 6889-W Sheet• Seattle, WA 98115 -GROUP- HEALTH -R-& D BLDG ph 20&525 - 7560 fax20652•6698• TYPICAL 34} WALL PIER DESIGN- - 41.196+rer -1:11 -page -2 t) t4D t.7Lf + t:7tr+ t.7Ls+ t:7H UBC 1612:2:18 '190921 2) .75(1.4D + 1.71f + 0.0Lr + O.DLs + 1.7H + 1.7W) • UBC 1612.2.1.81909.2.2 3) .75(1.4D + 1.71 O: + O: t: UBC S 1'909,2.2 4) .75(1.4D + 1.7Lf + O.OLr OLr + 1.7Ls/2 Ots + + 1.7H + 1.7W) UBC 1612.2.1 81909.2.2 5)* .75(t.4D t.711 O:OLr+ 1:7Ls/2+ t.7Ft - t.7W) UBC 1612.21 81909:2.2 6) .75(1.4D + 1. + D.01r + 1.71s + 1.7H + 1.7W/2) _ UBC 1612.2.1 81909.2.2 7) .75(11417+ 1.71.1 O:Otr + t:7Ls + 1:714 - 1:7W2)_ UBC 1612:2:181909:2.2 8) .9D + 1.6H + 1.3W 9)• .90 + t.614 -1.30/ 10) 1.2D + 0.5Lf + D.OLr + 0.21s + 1.6H + 1.0E 11) t.217+ 0:5Lf + O; OLr + 0:2Ls + t6H -1.0E 12) 1.2D + 1.0Lf + 0.0Lr + 0.2Ls + 1.6H + 1.0E 13)' . 1.2D + t OLf + O :OLr+ 0 2Ls 1:61 - t.OE oad case 14) 1.2D + 1.01f + O.OLr +.1171s + 1.6H + 1.0E oad case 15) 1:2D + t.OLf+ O:OLr + O:7ts + 1.61't - VIE oad case 16) .9D + 1.6H +1.0E, oadcase 17)' .9D'+ t.6H - t.OE Summary of Results ...Desiga-is.okay Vertical service load stress < 0:O okay As <= pMax okay phi'Mrr> Mcracked' see table below Mu <= phi*Mn see table below Service deflection < =1/150 see table below A level of 100% is the maximum allowed Service deflection t tt150 3"% 0 Sit 10% .10 0% 3 % t% 5 .% 2% 6% 236 .696 2 6 0'% ..3..96 Maximum wall reactions at service level - Absolute values / tributary width. These reactions come frorrrvarious cases and or may notsum to gero Horiz. Reaction © slab level.jplf) .225 Vert. Reaction © footing lever(plf) 5,143 W3 UBC 1612.2.1 & 1909.2.2 UBC 16/2.2.1 1612.2:t&1909.2.2 UBC 1612.2.1 UBC 161721 UBC 1612.2.1 UBC 1612:2.1 UBC 1612.21 UBC 1812:2.1 UBC 1612.2.1 UBC 161 RECEIVED CITY OF TUKWILA . DEC 1 6 1999 PERMIT CENTER W E W tQ 1 O r Z4c r , Q n m cl o t .. Wmcma ss��$$a a� aaa .ss�gg d4444R544419' R 44�ta. SgsogsSgS4SEEt dd99q4449$44944 g$ tstitt araarlstases 410010941099490001414 f Sb 888g8$$8li$g$8SSc 491101009094091141040 ss ga.oa gspoggga i dRR4494474R (�. . O H gS. g$$$8$88$gggg 6u. 499g49449RRgR94RRq9od 0 90 mrz m I O W gsg 1611SR gq RSSasgS % . t " & d4444R44949949144094q gS.�S'.s $8 $g$$� ggS.e FT ° x 4RQ44 4 504, ss$a .$$8!Sl38$ggt88 4 o `d9.R4999 4.94499400490 m g - • S 0g�0SSogS.gg ti a ddodopdogdo¢dop o dd4 • S100340 a 4 as . $a0$sgss � . ,. 499409. 9941000 49044q: Z SgSOSSS 0 o dop49944 44. deod4Qd44 > a o4.44 ;4444R344.44R4Rd d 8 O o 0 0 0 O 0 0 0 de444444444deddodd000 Q NaRQ��NNNNN�" $ glegbV � • of d9444QR99499Q99 9 ?990 g0ggeSSOg' ddQ44444449pddeddpddo O gggsaa.Itat$as4ss 4.,9 ' `. 4949944499499494490 geo hOa4m Nr.0 . OI�Abaf PfN�O'� 5 > j LL W et 0) 0 0] ul 1— U c.) c w g Q CONCR7 ws .. Engineers Northwest Data .10/28199 Time 012:35 P.M 8869-Wood/war AVENE.. 1 Sheet. Seattle, VIA 98115 ! -GROUP-HEALTH R-8,D BLDG ph fax 206-522 8699 TYPICAL 3.0 PIER DESIGN P -walla -vet 41 -pep •4 Verticat Units are kips positivels.doasauard Load Case segment 1 . ' 2 3 4 5 .6 7 - II .9 - 10 '11 - 12 '13 14 15 113 17 20- 0, 0, 0. S 0.. 0, 0 0. 0.- 0.- 0,- 0. 0, S S 0. Or 19 65.81 eo. 00.60. 60. 48.38 48.38 48.38 48.33 65.71 65.71 66.71 65.71 65.71 66.71 54.08 54.08 • 18 6746 8135 61.35 61.35 ' - 81 .95 • •• 49.72 -OM - 49.72 - - 49.72 • - 1721 • - 6721 1721 - 17.21 - 1721 1721 • 16.58 55.58 17 WS 6299 62.69 6299. 62.09 51.07 51.07 51.07 51.07 68.71- 01.71 85.71 88.71. 68.71. 65,71. 57.00- .C41 i • 18 6986 64.04 64.04 64.04 64.04 52.41 5241 52.41 52.41 70.21 7021 7021 7021 7021 7021 58.59 .59 15 70.11 64.3 64.3 64.3 -64,3 -5247 .42.87 42,87 •42.87 . .70.5 .20.5 70.5 .70.5 .705 .705 -58.88 .88 14- 7037 6494 8451- 34.511- 6451 52.93- 52.93-' 52.93- 52.93 704 Mg 700- 704- 701- 70.8- 59,17 50.17 13 70:63 64.82 64.82 84.82 64.82 53.19 53.19 53.19 53.19 71.09 71.00 71.00 71.09 71.00 71.00 59.46 59A6 12 70100 1598 65.08 65.06 15:08 - 53:45 - 53.45 '13:45 - 13245 • 71.36 71.38 71.38 21.36 71.36 7136.1t75 19.75 11 7135- 66.34- 66.34 65.34- 6634- 53.7 53.71 53.71- 53.71 71.67 71.67 71.67 71,62 71.67- 71.67 0004.. 00.04 10 71.41 66.6 65.6 65.6 65.6 53 97 53,97 say 53.97 71.96 71.96 71.96 71.96 71.96 7196 60.33 80.33 9 7147 --65.86 65.86 85.86 45.66 -5423 54.23 . -5423 -54.23 -72.25 -7225 72.25 -7225 .7225 -72.35 40.62 40.62 II 7193- 86.12 86.12 06.12 66.12 5446- 54.417 5444 6446- 72.54- 72.54 72.54- 72.54- 72.54-. 72.54- 90,92 6092 7 72.19 66.38 66.38 68.38 66.38 54.75 54.75 54.75 54.75 7293 72.83 72.83 72.83 72.83 72.83 8121 8121 6 73745 16.64 66.64 66.64 - 6614 13.61 15:01 - 16:01 - 15:01 73.12 -'73.12. 73.12 • 7332 73.12 7312 Itl 5 11.5 Sf 72.71- 664 069 66.9 611.4 5527 5622 56.27 56.27 73.44. 73.41. 73.41- 73.41 73.41- 73.44 61.79 61.79 4 72.97 67.16 67.16 87.16 67.16 55.53 5553 56.53 56.53 73.7 73.7 73.7 73.7 73.7 73.7 62.06 82.06 3 74.31. 68.5 . 68.5 68.5 .15.5 -56.88 -56.88 -56,88 -5668 -7521 -75.21 7521 -75.24 .7521 -75.21 .43.58 -413.58 2 7596- 00.86 saes 89.85 0956- 5422 5322 5622 5822 7671 76.71 7671- 71.71 76,71. 76.71 65.08- 86.08 1 77. ' 71.19 71.19 71.19 71.19 59.57 50.57 59.57 59.57 78.21 7821 78.21 7821 7321 7821 66.59 88.59 0 7834 72.53 72.53 72.53 72:53 16191 10:91 10.91 - 10.91 19.71 -79.71 79:71 19.71 79.71 - 79.71 •18:09 /age RECEIVED CITY OF n DEC 1 6 1999 PERMIT CENTER Horizontal' Service Loads Units are kips positive is inward Lood.Caur; segment1 2 3 4 5 6 7 - 9 40 11 12 •43 -44 -15 16 17 20 0 0,121 -0.121 0.121 4121 0.00- 4061- 0.121 4121 0211- 4.211 0.211- 4211- 0211- 4211 0211- -0.211 19 0. 0243 -0243 0243 -0.243 0.121 -0.121 0.243 -0243 0.407 -0.407 0.407 -0.407 0.407 -0.407 0.407 4.4p7 18 0. -0243 -0243 0243 -0243 -0121 -0.121 -0243 --0.243 -0.391 -0291 -0201 -0361 --0.391 -0.391 -0.301 -4361 17 0. 0.243 -0243.. 0243 -0243- 0.121; -0,121- 0,243- -0243- 0373- -0.375- 0.375 -0.375; 0375- -0.375; 0.370- 4.275 16 0. 0243 -0243 0243 -0243 0.121 -0.121 0243 -0243 0.227 -0.227 0.227 -0.227 0.227 -0227 0.227 -0.227 15 0. ; - 0243 -0243 0243 4243 - 0121 4121 . 0.243 *4243 -00e 409 0.09 409 098 409 • 0.09 409 0243- -0243 0243- 4,243 0121- -0421 0243- -0243 0,0115 4.086 0.096- 4006- 0.081- -0.081-0081- 0243 -0243 0243 -0243 0.121 -0.121 0.243 -0243 0.062 -0.062 0.062 -0.082 0.082 -0.082 0.082 -0:2: 12 0. - 0243 - 4243 0243 '4243 '4121 4121 '0243 - 4243 - O078 4.078 - 4078 - 4078 - 0076 4078 - 0078* 4078 0243 -0243-• 0243- 4243- 0.121- 4121 0243- -0.243- 0.074- -0074 0074- -0074- 0.074. -0074 0.074- -0.974 0.243 -0243 0.243 -0243 0.121 -0.121 0243 -0243 0.07 -0.07 0.07 -0.07 0.07 -0.07 0.07 -007 - 0243 4243 0243 4243 - 0.121 4.121 - 0243 4243 0005 . 4:0135 Ames -'*086 -0066 4066 - 0.066 -4.ess 0243. 4243- 0242- .4243 0421 4,121 0243- -0243 .0011- 0.091 -0,021 00111; A011- 0061- -0M1 7. 0. 0.243 -0243 0243 -0243 0.121 -0.121 0243 -0243 0.058 -0.05e 0.068 4.058 0.058 -0.038 0.058 -0.058 -0243 ---0243 0243 -0243 -0.121 --0124- 0.243 -4243 -4058 -0058 -0461 -0,068 -0268 -0468 -0468 -4068 5 0. 0243- 4243.0243- -0243- 0.121 -0121 0.243- 4243 0.064 -13.065- 0.064 4.064 MOW 4064 0,068- 4 0. 0243 -0243 0243 -0.243 0.121 -0.121 0243 -0243 0.14 -0.14 0.14 .4.14 0.14 4.14 0.14 -IT 3 0. - 0.243 43243 0243 .- 41243 - 0.121 -4:121 -0243 -. 4243 -0222 -0222 '0222 4222 - 0.222 4222 - 0222 4222 2' 0 0.243 4243. 0243- -0,243- 0121 4121: 0243 -0243 0222 -0222 0222 -0222 0222 -0222 0.222 -0.222 1 0. 0243 -0243 0243 -0243 0.121 -0.121 0.243 -0243 0222 -0222 0222 -0222 0222 -0.222 0.222 -0222 0 0. • '0. 0. 0. - 0. - - 0. 0. - 0. - 0. - 0. •11. • • CONCRFEWALLDES1GN 1997 UBC yb Engineers Northwest Date 10/28/99 Time 6:12:36 PM 6869 Woodtawn AVE Sheet - Seattle, WA 98115 ...GROUP HEALTH-R-1G D BLDG ph 206'525756T fax 206 522 TYPICAL 34 WALL PIER' CESIGN bw1196 ver 1.11 p.9 5 RECEIVED CITY OF TUKWILA DEC 1 6 1999 PERMIT CENTER CONCRETE -VALL-DESIGN 1447 , 1997 UBC Enginettetiorthwest _Date 113/28/99 Time .6:12:37P111 Ef86gWdodTawn AVE NE Sheet ph 206 525-7560 fax 206-522.6698- TYPICAL 3-0 WALL PIER-DESIGN- Seattle, WA 98115 -GROUP.HEALTH-R-&-D.BLDG wane ver 1.11 ' -P09 8 1. 2 -2.7 2.19 -8.3 1 -123 1.22. -3.17 0 0. 0. 0. FactorectIttoment Units are tr-Rips positive causes outside face of %mitt° be in compression Load Case segment 1 2 3 4 - 5 - 6 '7 - 8 - 9 - 10 - 11 • 12 14 ' 15 • 16 17 20 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 19 -2537 -17.08 :21.5 -17.08 -1 213 - 45111 - :20A • '4•39 =11:08 -15:4 - 49105 :1131 4237 :1531 "n37 ;41M1 -12:12 18 -24.49 -14.1 -2236 -14.1 -22.66-1621-20.48.4.1 -12.88-13.12-19.67 -13D2 17 -23.28 -11.34 -23.57 -11.34 -23.57 -14.35 -20.44 -1.85 -14.03-1125-19.85-14.42-23.09-14.42-23.09.4.99 -13.51 18 -220:14 4.82 :24.23 4.82 -1 2423 - :1211 2037" '0:17 ' -1 9:715 19"-12.7G =2732 '4236 2272 435 43:6 15. -20.11-6.52 -24.634.52 -24.63-10.97-19.981.95 -1e.03 -8.51 -19.1$ -11.33 -22.09 -11.33 .22.09-2.98 -13.45 14 -19.47 -4.45 -24.76-4.45 -24.78-9.44 -19.523.49 -16.e8 -7.35 -18.55 -9.90 -21.32 -9.99 -21.32 -2.14 -13.2 • 13 -1(14 -2-62.. -24.63 -2.62 - 44 33 - 4L02. '4.'479 ATM - 427 - 4716 -8.73 •20:45 433. ":31:45 :1.43 -12.86 12 -10.6-1.01.2424-1.01-24244.71-18.235.66-17.19-527 -17.04 -7.55 -19.46 -7.55 -19.46 -0.79 -12.4 11 -15.43 0.38 -23.58 0.36 -23.58 -5.52 -17.39 6.68 -17.09 -4.36 -16.15 4.45 -18.37 4.45 -18.37 -024 -11.88 10 -1456 '13 -22.67 1.5 '4237 =4.44 1532 =1615 - a51 1 1538 -5:42 ' 4738 =5A2 '4715 1123 "41'26 9 -12.872.41 -21.49 2.41 -21.49-3.47 -15.32 7.62 -18.18 -2.74 -14.00-4.48 -15.91 -4.46 -15.91 0.64 -10.57 8 -1127 3.08 -20.063.08 -20.06-2.62 -14.09 7.73 -15.32-2.03-12.63-3.50-14.56-3.56-14.560.97-9.81 7 -9 3.52 -18.38 3.52 :1835 :135 .42.715' - 73 -142.4 :1•311 • :1111 -2.73 ' :13.13 3.73 43:13 '1•24 - 437 8 -8.443.73-16.483.73 -16.46-1.20 -11277.23 -12.92-0.81-10.42-1.96-11.63-1.96-11.631.44 -6.08 5-1.01 3.7 -1427 3.7 -1427-0.75-9.68 6.82 -11.36 -0.29 -9.06 -1.24 -10.05 -124 -10.05 1.59 -7.11 4 -51se - 143 -11.85 343 :1135 ' =796 - 537 :938 "v18 =733 -0.58 442 4138 - 432 137 MS 3 -4.14 . 2.93 -92 2.93 -92 -0.09 -6.12 4.68 -7.520.46 -6.05 -0.07 4.62 -0.07 -8.62 1.6 -4.9 2.19 4.3 0.07 -4.18 3.38 -523 0.57 -4.23 02 -4.59 02 -4.59 1.3 -3.49 122 - 317 0.T1. - :2118 179 2.71 1142 - - - 237 0.24 ':233. "02.4 •=233 - 037 434 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. RECEIVED CITY OF TUKWILA DEC 1 6 1999 PERMIT CENTER CONCRIE WALL DESIGN 1697 UEIC 6 E 8 n 6 g 9 i w AVE NE Northwest Date 10/28/99 Time . 6:12:37 PM Sheet ' • Seattle, WA 98115 -GROUP.NEALTH-R4.13-13LDG ph 206 7560 fax 2065226698 TYPICAL 3.0 WALL PIER DEStOt . , Vertical Factored Loads Units are kips . positive is downward . , Loe6Coso • segment1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 • ' , • •-•. '1 .. . , 20. 0, 0. 0, 0. 0, 0% a 0, 0. 0. 0 O. 0 0 0 0 0- .; . . 19 97.37 65.68 65.68 65.68 65.68 65.68 65.68 43.54 43.54 73.45 73.45 79.26 79.28 79.26 79.26 50.73 50.73 • , 18 9955 - 6719 - 1709 17:09 - 6709 - 1709 - 67.59 -44:75 - 44.75 'i33 75.33 1114 1114 . 1114 - -8114 '1233 1233 17 101,13 68.5- 665 68.5. 635- 666 665- 46.96 45.96- 77.2 77.2 83.02 83.02 8602 83.02 53.54- r 5354 • ; 16 103.02 69.91 69.91 69.91 69.91 69.91 89.91 47.17 47.17 79.08 79.08 84.9 84.9 84.9 84.9 54.96 54:96 15 10518 "7019 - 7019 -70.19 11:19 -70:19 7019 • -47:4 ---47.4 7945 -71:45- 1526 - 1526 -1526 15:26 16.23 1523 14 10314 70.4e- 70.46- 70.46- 70.46- 70046- 70.46. 47%64- 47.64-- 79.81- 79.81 85.413 8682 8542 WM 565- 53,5 , '1., 1•, . 13. 104.11 70.73 70.73 70.73 70.73 70.73 70.73 47.87 47.87 80.17 80.17 85.99 85.99 86.99 86.99 56.77 55.77 12 1q447 74. 74. 71. -74. •74. -4614 . -48.11 •410.54 40.54 .4661 -86.36 -86.35 .-89.36 -5S4 -4604 11 14- 7128- 7128- 7128- 71.28- 7128- 71.28 48.34- 41134- 80.13 80.9 86.71- 8671 8671. 86.71 5632 5 1. 32 ;. ; • • 10 106.2 71.56 71.55 71.56 71.56 71.56 71.55 48.58 48.58 81.27 81.27 . 87.06 87.08 87.08 87.08 56.69 56.59 9 r 1017 -71112 71.82 - 7412 .11e2 -71:62 -41:81- ;18111 1113 - 61:63 87 17:44 - 1744 -67:44 -6816 ;1588 r*, 8 106.93 72.1 72.1 72.1. 72.1 72.1- 72.1 49,04. 49.04- 84.99- 81.99 87.84- 87.61• 87.61- 87.81- 57%14- 57.14 -. ". 2 • 7 . 10829 72.37 72.37 72.37 72.37 72.37 72.37 49.28 4928 82.36 82.36 88.17 88.17 88.17 88.17 57.41 57.41 6 10918 72:04 1214 7214 -7214 ;7214 - 72:64 -4651 ;4911 62:72 12:72 -1953 1813 1953 -8853 3718 -5718 5. 107 72.92 72.92: 72.92 72.92 72.92 72.92 4675; 49.75 83,06- 83.011 88.9: $8.9 $14.9 816- 57.96- 5795 4 ; 107.39 73.19 73.19 73.19 73.19 73.19 73.19 49.96 49.98 83.45 83.45 89.26 89.26 89.21 89.26 58.23 56.23 3 r 10p-27 141 74.6 74.6 141 -741 -741 ;11:19 51:19 -6533; -8513 91.14 - 91:14 -9114 -9114 1664 '16.64 • 2 111.15 76.01- 76.01•• 78.01- 76.01 7601- 7101- :52.4- 52.4- 6721- 87.21 93.02 9602 93%02 93%02 61.06- 81 • ; 1 • 113.03 77.42 77.42 77.42 77.42 77.42 77.42 53.61 53.61 89.09 89.09 94.9 94.9 94.9 94.9 82.45 62.45 0 11494 *.76,64 71,84 7684 -7814 -78.84 • -78.84 -.54,82 -5412 90.96 -.40.96 9678 •-96.71 • 46.78 -96.78 .13.88 -4316 PERMIT CENTER CONCRE-- TE- INAL1-0ESIGN LI99TUBC W q Engineers-Northwest hwest Date 10Q8199 Time 8 :1Z37PM ', • 6869 AVE. NE... Sheet Seattle; WA 98115 • •GROUP HEALTH•R• BLDG ph-20&M fax-206 522 : TYPICAL 370 PIER - vm0984.sr 141 Horizontal Factored Loads ..Units are kips positive.is.inward LoadCaa segment1 2 3 4 .5 6 7 8 :.9 10 "11 12 '13 :14 ":15. 15 17 20- 0. 016. 4:16: 0.16: -016•: 0.06- 4.06• 0,16 -0,16 0.3- -0,3 as. 43- 0,3 -0,3 A3• -A3 19 O. 0.31 -0.31 0.31 -0.31 0.16 -0.16 0.32 '. -0.32 0.57 -0.57 0.57 -0.57 0.57 -0.57. 0.57 -0.57 18 0. ...0:31. 431 0.31 -0.31 ' 4.16 ' :4:32 - 035' 41.55 - 055 055 - 035 .. -035 '0.55 455 17: 0, 031. -0.31 0.31. -0331• 0.16- -0.16- 0.32 -0.32 0.52 -0.52 0.52 -0.52 052 -0.52 052 052 16:: • 0. 0.31 -0.31 0.31 -0.31 0.16 -0.16 0.32 -0.32 0.32 -0.32 0.32 -0.32 0.32 -0.32 0.32 -0.32 15 . 0. 1 -0,31 ' -0.31 0.31 -0.31-. • -0.18 •.0.32 •.032 ..0.13 -0.13' 0.13 • -013 •0.13 .. -013 .-013 -13 • 14-' 6 031 -031 0.31. -031- 0.16 4.16- 0.32 -032 0.12 -0,12 '012' . -0.12 0,12 -0,12 . 0.12 -Al2 13 0. ' 0.31 -0.31 0.31 -0.31 0.16 -0.16 0.32 -0.32 0.11 -0.11 . 0.11. -0.11 0.11 -0.11 0.11 -0.11 12. . 0. I "0.31 -0.31 0.31 •4.31 •••0:16 016 •0.32 . 4.32 -0:11 • - -011• 0.11 4.11.' •0.11 -0:11 -011. 411 1 0. 031•' -0.31 0.31 • -0.31- 0.18 -0.16 0.32 -0.32 . 0.1 -0.1. 0.1• -0.1 01- -0.1 0.1 -Al 10. 0. 0.31 -0.31. 0.31 -0.31 0.16 -0.16 0.32 -0.32 ` 0.1 -0.1 0.1 -0.1 0.1 -0.1 ' 0.1 41 9 0. ' . -0.31 -0.31 0.31 • • -0.31 ..: -0.48 -0.16 . -0.32 . _.0.32 -.0.09 -0.09 • .0.00 -0.09 -009 -0.09 .4.09 . -0.00 6 0. . 0.31 431: 0.31 • . -031 016- -0.16 032 -032 0.06 -0.00 0.09 -0.00. 0.06 -m . 0.00• -0.40 7 .. 0. . 0.31 -0.31 0.31 -0.31 0.18. -0.16 0.32 -0.32 0.08 406 0.06. -0.06 0.08 -0.06 0.08 -0.08 .6 O. "0.31 -0.31 0.31 • 4.31 • - 416 ... 032 .. -432 '••0.06 4.08 0.06 • 406 •0.06 -006 •0.06 •-0.06 5. .; 0. . 0.31- -0.31 0.31 • • -0.31 0.16 -0.16- 0.32 -032 008 -0.08 0.06- -0.06- 0.06. -0,06. 006•• -0,98 4 • 0. 0.31 -0.31 0.31 -0.31 0.16 -0.16 0.32 -0.32 02 -0.2 . 02 -02 0.2 ' -02 0.2 -02 3 ;.'' ... 0, . -0.31 ' -0.31 0.31 -031 ..016 -0.18 . -0.32... -0.32 -031 -0.31 0.31 -0.31 -0.31 . -031 -031 -0.31 2, • 0 . 0.31• -031 ' 0.31 4.31• 0.16- -016• 0.32 -032 0.31- . -0.31 0.31- -0.31 0.31- -0.31 031 . -0.31 1 ' 0. 0.31 -031 0.31 -0.31 0.16 -016 0.32 -0.32 0.31 -0.31 031 -031 031 -031 0.31 -0.81 0: 0: 0. 0. 0. 0. "O. -0. -0 - 0. 0. - 0. ..0. RECEIVED CITY OFTUKWILA DEC 1 61999 PERMIT CENTER a No SUBJECT A RAtE W*'i'�a'L1ti:( Ada''..! �Xk: i3YRi.: �•}. UZ.:v. 4: 7a' 7rV9: C. Yff: LC. �+`• avnan. ma.. ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (2061525 -7560 - FAX # (206) 522-6696 JOB NAME Group H EALT N ( - D LA - TAAL otrlGN 7yP ec r 't �t 7 2 ( RATIO LAP RY JHF_A/� o N -s O1ltEcrioN F —W nlr«crlow ty 1 ANC.J 10 11 71 Lq 70 1 N ZY ?.? zg zi Rg'A = yz000 fi rflvMerE/2 = z.vo +700 = 9 y ) rv uTF_ : — fE 1f" 1r_ Covrt2NI 0vett w/1vo FxcEpr Fort r11sloR Jirruc; urti; (c# .Jor/EJ , GLA - EIN6 ,ETC) — 1100F p /AP!-IILAGt OI Jl6NF_7 AS FLExitlE.. 7.1 Lt O£JICNF_ D Al rzictp DATE SHEET L BY TG tl 2 It F(Iu2 qua rl- 3I2H6r' tAS£ SHEA"( v = Z.S Ca 1 jn/ = 2,5 /. v✓ = 0,18:3 W lisp (� S = 0.43 Wz. 0,131W AJv /0 Al t 1 + 700(0.11 (10) + o,oz g (6)]+ zyoro.lt(lol +o.ot,B(3 H AG . 1 1 NLS i GGpF/NG = I'NLJ f CLA�IN ftooF ilk= 0,131 � (o.oir) yz000 ) 4 Lt rnicriveN 1 P%►N1EL! �6L+9'!, Floor V r ; 0.131 x0.06 (yEouo) J- .7 +o.oZp(6)3 + 2Yo C.►z (9)4. ° of ?(6) ' OF IS 1/6 DEC 1 6 1999 If PERMIT CENTER RECEIVED CITY OF TUKWII. YS _ 1,13 Foe oiorH2AC/A Fo12CES (.SEE O■A1'I- Mq cALCJ)) V L ] =0.131 16991 -308 ) .Z6• o Soo) = y'y (SAJE J'Hi.AR — E =7Y7 )1 _ J. 7. Roof: Vet :0,13( Lo.u'T(yt000) 1- 170 0,oz8(3V +700(117. (IV) to..2p( ? )IJ 0s171(l0? +' t99 )=U3 1. FLoak VF : 0.17, Co. 06(Y2ou,) + ZYo Co, iz (9) +. 0. (6) + loo j,1t(9)+ o,oz'(6)J]= o.l?I +eV,). y�'Y k 1. n A)E. J14em, -= = 1tZ -oe No. JOB NAME R SUBJECT LA r ra/9 L (Covr ) vCnr °LirarQ J- b/A r% Po/Uri ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 SEATTLE, WA 98115 - 1206)525 -7560 - FAX # (206) 522.6696 Vf 2T /rrorty LEVEL OIJr rt. (8tIr /Unr 20 07 36 ?Y 30 /r 607-10 . .r�y/o 38 9 : • ni'Ar4214'41-L FortcEs 17/2f'Cr/UN: E -w 91accrioly : W gr. t /5620 Fx = (V Ft) wk E At Fi (k) E 7 Y7 ✓ r,nfct1 An.e A /orE : on/(,y OlAPPIT.P cbt wt I- PEIIF_ur cU L/irl (h Fx N _ S Lv RooF =( /699 ) 389 =32.1 k) �""�� /6 994.30Pi W . I.o C4 w,. = o.3 3 w. MAX (C•. : 0,33) we 0.3 4✓ = 0,16 Wr rw DATE SHEET L 2 OF By T L. V r. 7Y7 uJ+fo . (ice' rf v /o,! JHEE? Fen 1/_ wt t( / W) LEvr_c. F. £F t.✓x eiv; t % 'Al e). Fe. I7- 3C9 329 /69y /699 0,19y /699 330 _ . 2, 329 01 33 5093 0,161 rl14 339Y S 6 it L. r vk L 1'; g F t,Jx eve £ sw wr,. Few R 2ts 2. 008 /108 0,19y 1107 _I. k 2.4 277 YPP 2pzo 39 z o,/6SM:., ZgLD y6s RECEIVED CITY OF Tl1KWII 1' DEC 1 6 1999 PERMIT CENTER ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 5224 OB No. SUBJECT LgfEY (AL Q/$/G./ I4o0F LATE' AL viele)9Rp61-k 42 cjico JOB NAME C (o t o HEALTH A I- D DATE SHEET L- OF BY Ti 3so trZ,S 6e.2 1 !�S t1 = 3 7 0 3So E-N I„/ c 1.1 /z0 0,7Y itiP P/API/2ACIA Eurertiv.. LoA01 NrtE AJ JNUv.001 • t7►s/'f/2AG1‘\ REmcr,oal A,2E FAcroltro 4r• To ItE Ft cr /Z ( y Piet /C32, 2.9 /Ye•\ 3, 22 GA HIS 36' OtCA u / pu »nce WFLOf d- 6uTTO'V puNt l-I /Ton f' •"- Wr :Lr of l� /ry c a0 A/C / S WELp w /Qr e ay 46 U.I /,y = 2 YO p1 P (D. 7 viao vyar e /Z 74, - If6o t ar 3O 7 wet.° W / TJ�✓ E It j� / / ,,.. G 6 g 0 v_ P CITRECEIVED )KWII.A NurE . /l/N/ O19p#-1RACN\ JrItEJJCf »U,[ To 1'C. ursitt ANCHOR') CZ Covert/4j /rJ ENO WALLJ (6R10 V CR►n l?) Ice r/LL/W/NC. • o:k 0.1 0./ l ..- 1.13 000):: o. U 3r0 Tyr, cAc :•0 DEC 1 6199 PERMIT CEN roi I3 L' - 98' , r 3- 0 _ ' 31 x 0.9Y MP -1 L[ t. r • 1 I. (I , r . ! , r t r I r 1 r , L. , d I z,Nf0 I • ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 5224 OB No. SUBJECT LgfEY (AL Q/$/G./ I4o0F LATE' AL viele)9Rp61-k 42 cjico JOB NAME C (o t o HEALTH A I- D DATE SHEET L- OF BY Ti 3so trZ,S 6e.2 1 !�S t1 = 3 7 0 3So E-N I„/ c 1.1 /z0 0,7Y itiP P/API/2ACIA Eurertiv.. LoA01 NrtE AJ JNUv.001 • t7►s/'f/2AG1‘\ REmcr,oal A,2E FAcroltro 4r• To ItE Ft cr /Z ( y Piet /C32, 2.9 /Ye•\ 3, 22 GA HIS 36' OtCA u / pu »nce WFLOf d- 6uTTO'V puNt l-I /Ton f' •"- Wr :Lr of l� /ry c a0 A/C / S WELp w /Qr e ay 46 U.I /,y = 2 YO p1 P (D. 7 viao vyar e /Z 74, - If6o t ar 3O 7 wet.° W / TJ�✓ E It j� / / ,,.. G 6 g 0 v_ P CITRECEIVED )KWII.A NurE . /l/N/ O19p#-1RACN\ JrItEJJCf »U,[ To 1'C. ursitt ANCHOR') CZ Covert/4j /rJ ENO WALLJ (6R10 V CR►n l?) Ice r/LL/W/NC. • o:k 0.1 0./ l ..- 1.13 000):: o. U 3r0 Tyr, cAc :•0 DEC 1 6199 PERMIT CEN roi ENGINEERS- NORTHWEST. INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522-6696 (JOB NO. JOB NAME n 0 DATE SUBJECT LA I ERAL CONZ SHEET L V OF CHFA Urn LL RHNF'L R1 C/o,Tl EJ BY 'FL - u ^/urE ALL Ex- F , tlar2 rANFLF n y. / q/�G AoTUJrEa TO F_'@uivAL ENr THICFcN(JJ Td A CCONNT Fug OPEN / CJ • TY(ICFIL PANEL ; @ CRin 0 ,}. ® EXCEPT ENO fAYJ — H TYr CFA - riffw C11'00,1-0 JCR NErr• JHCEf F.2 QT ENO p,W ffLJ �Il fat zo,'zi ,zi, 23, Zv, zrt6 3.0 Sotto PANEL- _ is c p, yg d. 31 Jt,CTrtfcr h = 6 = 0,17 d 3l � T1'100 PIrRJ /e 2 ti = = z.0 R = Gt 3 (pct.) A = 3 _ 0, /0 d 3, go= 0 Y „ 4 e t s tr op = 5, 3 / 2 D.71y 1 , yZg. 0.13 + 0.70 .1- 0,03 7 . 0 ==> IluYisp w.v tc ?0,•.1 : 1.10 (9,2r) = 2.03 s 2. • • t7rru, = 0.188 6 6' 3' 0.70 1.1(3 o = RECEIVED CITY OF TUkv,,11 t DEC 1 61999 PERMIT CEN1 Et; ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6696 c os No. JOB NAME DATE SUBJECT 1. A T rit AL SHEET 1 OF BY T.L. 1316l0IT,EJ (CWT) Cato U,)-0 PRNELI GOVT reECIAL pANF.(, w /000rt e C2 J-C) eN' „9 foLIO HERO h . = 0,19 of 0En c h = 9 _ /.'0 R, o,v, pica 0 I, 3.0 t 3 JPF- c /AL ENo ?A '1'L Rico° = 1 6',Li = 0. /xP NkAo D - o. Or, TA t-10 (� = 0,13 f- O.Yr6 = 0.9F6 �/� = 0,13 ran Q 1, - 6 _ /.yo Q( S () f, _ 6 r Z. 0 c( 3 • ° - 2 0,2 €n = /d es s Via:= o• u;,. z /.0 /Y (9,2i ) _ /•7? 0,4 4', f7 T r 3' 4 / /.A?z (94r) = 3. / 9 s--.31z al FQ = 0.0 + 0, 3? + 0430 . 0. 5-3— /.x'32 rnitlt S,i9, 2 8 RECEIVED CITY OF TUKWI( A DEC 1 6 1999 PERMIT CENTER Jos No. SUBJECT L pre RAL I�IGl+7►i /EJ ENGINEERS-NORTHWEST INC. PS. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522 -661 JOB NAME (C)-0 pfNELi oN c,e►a ENO pf9./rL ( CO rcirizl JILI9 , = tr o.S/ RJ,us =Y.Pr. 29.2T Hff9 1, - 6 = 0.21 of 2 °r. tr e' n- CO 6 r. t.yt at Y.2r 0 6 - 2.yo g 2 = O.y76 z,r JILL h = 3 4. zti..r O pANr(.J r3KTWItr./V Jct./9 b = fit d ao 0.r 0, E 2 = 1,90 v o • it t.srus : .$ r ,o �.0 y,tr = o, fY 4- 01C3 t 0•03 = 0.70 . 5 W/. _ 1. Y3 telfrt. = f Y (?,s 2. e0 Y. 8S7 11 pl.„ ; 0,20 — o.06! = o. ry hl IER ti 6 s 2. Yo IZ = 2 (o. y7 6) = 0.9s f—T F D = G, rY f f. or4- 0,03 = /.22 w /,,- = 0, pt 0.n ( 9,r) _ /.S6 DATE SHEET L 6 OF BY T • G I 6 4 RECEIVEC CITY OF TI wen. DEC 1 6 1999 PERMIT CENTEIb woe No. • SUBJECT • PANEL. AsciolrIff (Comr) • JOB NAME CA TR it,qc. 19 ENGINEERS-- NORTHWEST INC. PS. 6869 WOODLAVVN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206 )5224696 Z. piEn. 0 J.® h :: 9 2.0 ol 2.r 0 .17 = 0 3 5- g o./y, 2497 = .?. 0.33 0,33 (9•.s78) = DATE SHEET 17 OF • BY T. . RECEIVED CITY OF TUKWILA DEC 1 6 1999 PERMIT CENTER 6 F +.:� -.:-.. 5 :.� ?i� .::Y.;,:..2. v ;.^- .� =Ik 0 z 0 u 0% AI '} , 1 * 6A AE S2 4A •!. - 7 0, 02' A/ o 0C A o% os'h y n P6'£ A 4 A•ti t 92 6A•AL L2 a O) Q7 Cr7 U W 2 A t A 1131) o US &2 Ao od h• 0/ 2 0 / 4 00 . / A 11314 4/,'A£ 6A•A£ 06'42 -- 7" 1 0/ b1 Itt L1119 I)- ' -1 119, 1� P1 LI F 6 0 / !1 CI v3161 Y3; ..' ii}. f`. l:.. y;.l. T. 1i.: J.`,?„ ��Yr°: svc• r..,.w....w...��......,.�..._.. ENGINEERS - NORTHWEST, INC.P.S. SHEET OF OF AVE: N E (9UFFE-205) Rev-318/99 SEATTLE, WA -98115 Input • �ceHfs shackled thus Job number Job name 4(tbl1PE1L1kt'rlilD:Ii'J'< > " >; `> > >« >'. >j<:t ~:::> 97 USC Section 1630.1.1 Redunda _ -actor (tor-shsatwalls ) Definitions:- 1:}Wall =_ sumation-af line 2.) pier = a segmentof -a wall ' Dileetion of earthquaker7t4N :::: Wall on Grid Line Pie % of story shear to this wall = %. oLwaf shear to this per Length-of-this pier ( - Aetground-aree of-the structu • %motto this pieta pcals. R* % otstory shear to this pier = p er 1 14.69_ _ 0.00, 11:098- - 0.000 • t•.00- - 0.00, 1,00- 9.40, 2 > 370'183 . .172 4.& TTVl YhNNr?>t N 3 >NN. .......... • p- design-= t40- FoFE mammy Ix+ JGY`Y^� " H�M'^'^�'^"��� I:J•Yyf.0 ..iYf/J.M_^ry�N.�H.v,�n A t A : 3.. :1 3:3:;;:: ; w 0 —.... :: It -42100--: - -4209!9 ft. Direetkin of earthquake E. IE ; ; Wall on Grid ; >rm..•, .cn„•>. . ty � nr M • Mn.. w �n:.x «;4_ . xy! r! . , . N n... a. ,. , w .� v .� �uMvy ..v.;N , Line! >: ,..E;.:: ,.:..�<. <.:E ::E >. E 1 3 T0:18 19 ::::20: > ::::::.:::::: % of story shear to this wall - 5 2: 52 _e ...-,1 h ar this .k 02 . 90>T1`3'. .Mtt MYSF@t C i. �r'AOl'>S 'l�Qiwallsbear {�, p�= :. A!'3 Y i t ..W.W # . .i. ..2.2 Length-of-this pier (. - ` 6 s �� 3. fi $...3 >: ..;. 2 V".16 A8(ground aree-of-the st - 42000- 42000- 42000 -- _ Output _ 2.03 _ 0.06$ Q56 - - :5.30 000 .. • •_ 1_08- 0:00; 1.08- 0'00 p- design= 1.08 - FoFE- 99- Sbearwalls -• ft. RECEIVED CITY OF TUKWII n D'EC 1 6 1999 PERMIT CENTER NOTE . trrorderfcr p design ta' 100-, *Grid - max: = 0:098 &ttmplsrehear must not exceed 0.975 % of the slory.shear•per lineal loot of pier. brother words a 20'.0Io�g pier should not carry more -t a n-19:5196-of the- story shear. /0/20199 rho shearweib- • - ` tdewads 1 ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - 12061525 -7560 FAX # (206) 5224698 ,os No. SUBJECT GRI n 0 wfLtd 6'00'0 Wrl &.L1 j t) 1 1 ,4 L tt Y JOB NAME U\ d- 1 LATI.`rtAL nFnu wbq�vcY ,'V - -,J' Oint C r /11 N far. 22 pint «I,d. 2y? ° 4 -tit /1.0 ° i ° . B 3, Y (0.1 ° i ° r,4 't./ L — 1 2.6Y.P+-11.o It-'o,1 #/, �- CIt,o s9. Cr �. 30 , C T v /oo /o 13 ?. I re t%) I H rAft , t7 DATE SHEET 1-00 OF B /rrity 10(44 : b'8' = (I y £V - /6e.yy k + D . %r J re My . Ndr42 /4 •yy = 2z.3 7y7 !S�•ZY 2d.Sfo 7Y7 ( /. .S N -s )2112.Evrtolv ffc NE>cr rarer RECEivED CITY Op Fpipaim DEC 1 61999 PERMIT CENTER ENGINEERS - NORTHWEST, INC.P.S. AVE: ME (SUITE 205) - SEATTLE, WA. 98115 N/N AWAYA NY//N/N Input = `. _ cells stla Eded'thus Job number 9g u- : :.::: • Job. name $GROUP }� ';' , :..." , < ,,# -< ; �.,, ; : 5 •.. : >ss:: 'H�lII�It1'I?� l{�:I.I:iiS: ' i "'i.: <'•:•tbii:: ::i3;fi: � riV %•YNTxV NTw�w9'MiV.K•Y.WOiY NiP4• •. 'r jJjYpP]�ilypyA " . 97 UBC Section 1630.1.1 RedundancyFactor j forsbeaiwalls.) Definitions:- f.) umaWn otpiers in q line 2.) Pier = a segment of a wall Direction ofearthquake on Grid Pie % of storyshear to this wall = -l; ” 2 : Tt f %oiwallsbearto_thus piece Length-of-this pier -444 Ae(- groin+ elarea-o the- struccnre)-= 4'.:2#2 »' _ -Output. %-of story sheactathis_piei _ 5.53- ri-= -. 0.130-- p-calc. 1-.25 - �=t 1,36' Diiecfion ofearl iquafce Wall on Grid Line Pier % of story shear to this wall = o lo.oCYYallsheacta this � 1 pier= Length-of -this pier•(lw - Ae(-ground- area -of the'structure)- _ %..otstory.shearto.this_pier.= at= a- p.' 42000- p- design - 1.25- -Fop 42000- 42000 42060 -42000- Output. . Output Output. Output _ Output 2.4. ' 22Z 0.91. 20.50_ - 1.1.80 0.098` 0091- 0.037 -. 0.060. 0.060 1,01- 043- -0.67 0.57 - 0.36• 1.01- 1;00- 1,00- 1,00- - 140 V1N:Y%AWN :.. :.. »wryyYM: »xVN,A \x p- design= - 0.00 - For` Shearwalk rho- shearwalls- a'.fz 1:1`.: SHEET Li I OF Rev. 3/18199 :3 > '"'!'11.14 woia; Output 0.00_ 0.000_ 0.00- caw tutaq um' NOTE:- In-orderfor p to = -1:00; then -ri maxa mt 6.098- 8rthe-piers ear must not exceed 0. 975 %.ofthestory shear { ar - lineal foot of pier. In-other words- a 20'- 0"long-piershouicFnot carry- more- tharr19:51-% -of thestory-shear. wH 4 2 CITY OF RECEIVED DEC 1 6 1999 PERMIT CENTER 10126199 Rdns: ds - .e��. Ya' YJiD< ttsX:;: S: Vf." 1:.......':?; P? Y,.�`..�`".si".e;i6''��:z %�.z:f t' +A.S;.r.",rwrl- .`•:anna. s.., •.,. ,., Description RIGID DIAPRAGM Y -Y Axis Shear 747.00 k - Min. X Axis Ecc X -X Axis Shear 747.00 k Min. Y Axis Ecc ...Shears are applied on each axis separately Wall Data Label Thickness in [ Wall Forces Label 1 2 3 4 5 6 7 8 9 Govern Ecc. for Max Torsion ft - 17.526 - 17.528 - 17.526 - 17.526 7.936 7.936 7.936 7.936 7.936 Direct Shear k '52370 12.051 29.841 52.870 - 54:329 34.573 34:573 34.573 34.573 Title : GROUP HEALTH R&D Dsgnr: TOM l pate: Description :. PC PANEL RIGIDITIES Scope: L ien ll000l Rigid - Diaphragm Torsional Analysis Page 1 L General Information 5:00 % 5.00 % X Axis Center of Mass 175.00 ft Y Axis Center of Mass 60.00 ft Max X-Dimension 350.00 ft Max Y Dimension 120.00 ft Length Height Wall Xcg Wall Ycg Wall Angle Wall End ft ft It ft deg CCW Fixity 1 2.800 29.750 15.000 -0900 15:630 • 90.0 Fix -Pin 1.0 2 0.630 30.000 15.000 0.000 45.630 901) Fix -Pin 1.0 3 1.560 30.000 15.000 ADM 75.630 901) Fix -Pin 1.0 4 2.800 29.750' 15.000 0.000 104.630 90:0 Fix -Pin 1.0 5 3.190 31.000 15.000 15:500 120.000 0:0 fix -Pin 1.0 6 2.030 31.000 15.000 46.500 120.000 0.0 Fix -Pin 1.0 7 2.030 31.000 15.000 77.50D 120.000 0.0 Fix -Pin 1.0 8 2.030 31.000 15.000 108.500' 120.000 0:0 Fix -Pin 1:0 9 2.030 31.000 15.000 139.500 120.000 •0:0 -fix -Pin 1.0 10 2.030 31.000 15.000 210.500 120:000 0.0 Fix -Pin 1-.0 11 2.030 31.000 15.000 .241.500 120.000 LW Fix -Pin 1.0 12 2:030 31:000 15.000' 272.500 120.000' 0.0 Fix -Pin tO 13 2.030 31.000 15:000 303.500 •120:000 0.0 -Fix -Pin 1.0 14 1.760 31.000 15.000 334.500 120.000 0.0 Fix -Pin 1.0 15 2.800 29.250 15.000 350.000 1_04..630 90.0 Fix-Pin 1.0 16 1560 30.000 15.000 350.000 75.630 90:0 Fix -Pin 1:0 17 0.630 30.000 15:000 •350.000 45:630 90.0 - Fix -Pin 1.0 18 2.800- 29:750 15.000 350.000 15.630 90.0- Fix -Pin 1.0 19 3.190 31.000 151)00 334.500 0.000 0.0 Fix -Pin 1.0 20 2.030 31:000 15.000 303.500 0.000 0:0 Fix -Pin 1.0 21 2.030 31.000 15 :000 272.500 -0.000 •0.0 "fix -Pin 1.0 22 2.030 31.000 15.000 241.500- 0.000 0.0 Fix -Pin 1.0 23 2.030 31.000 15.000 .21).500 01)00 LID Fix -Pin 1.0 24 2.030 3t000 15.000 139.500 0:000 0.0 Fix -Pin t0 25 2.030 31.000 15.000 108:500 •0.000 0.0 fix -Pin 1.0 26 2.030 31.000 15.000 77.500 0.000 0.0 Fix -Pin 1.0 27 2.030 31.000 15.000 48.500 01)00 D.D Fix -Pin 11) 28 3:190 31:000 15.000 15.500' 0.000' 0.0 Fix -Pin 1:0 29 7.250 30.000 15.000 • 31:000 75.000 90.0 "fix -Pin .1.0 30 9:250 20.000 15:000 163.000- 80.000" 90.0 Fix -Pin 1.0 31 9.250 20.000 15.000 190.000 80.000 90.0 Fix-Pin 1.0 32 7.250 30:000 15.000 319:000 75.000' 90:0' Fix -Pin 1:0' Torsional Shear k 6.747 1.538 3:608 6.747 1.312 0.835 0.835 0.835 0.835 Job # Final Max. Wail Shear k 59:616 13.589 ' 33:649 59.616 '55.641 35.408 35:408 RECEIVED 35.40,8 CITY OF TUKWIti5.408 DEC 1 6 1999 PERMIT CENTER 1 Titles GROUP HEALTH R&D Dsynr. TOM L ' thee: . Desc r-PC PANEL RIGIDITIES 13 15 16 '• 17 18 19 :21 23 . 24 ' 25 '... 26 27 28 29 30 31 32 :. X Distance to Center of Rigidity 1F Distance to Center of Rigidity X Accidental Eccentricity - YAccidental Eccentricity 7.936 7.936 7.936 7.936 7.936 17.474 17.474 17.474 ` t7:474 7.936 7.936 7.936 7.936 7.936 7.936 7.936 7.936 7.936 7.936 -17.526 - 17.526. 17.474 17.474 34.573 34.573 34.573 .34.573 29.975 -. 51:487 29,841 12.051 52:870 ..54:329 34:573 :34.573 34.573 .34.573 34.573 34.573 34:573 • 34.573 54.329 138.685 87.808 - 87.808 138.685 0:835 0.835 0:835- 0.835 0.774' 6.549 3:796 - 1.533 6:725 0.630 0:401 0.401 0:40T 0.401 0 :401 0.401 0:401 0.401 0:630 14.563 0.770 0.956 14:515 Summary Controlling Eccentricities & Forces from Applied Y -Y Shear Xcm +-.05*Max X - X-cr = 17.474 ft Torsion = 13,053:361k,ft Xccm.- 05 Max -X- X-cr = -17.526 ft Torsion =- 13,091.64 k-ft Controlling Eccentricities& Forces-from Applied-X X Shear llrrr + ..05 *.ttlax -Y - Y- or = 7.936 ft Torsion = 5,928.44 k-ft YcnT- .05 *Max -Y - Y-cr = 4.064ft Torsion =- - 3,035.58 kft 175.026 ft 58:064•ft 1-7.500ft .6.000 ft 35.468 35.408 35:498 35.408 30.699 58.037 33:637 13.584; 59.595 54.959 34:974 34.974 34.9714 34:974 34.974 34.974 34:974 34:974 54. 9E9 153.2.48 88:578 - 88.764 153.201- RECEIVED CITY OF TUKWII A DEC 1 6 1999 PERMIT CENTER (__ JOB No. .JOB NAME n4--- r DATE SUBJECT L097 CON? SHEET L/r OF BY T. t--. :xoit40%'kd?z w .tctrIF G ?t sez, ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522-6696 rye/c091.- /N- /'L f9NF_ LAr,l2 #1L J/a(A(2 t5J /c// ; d'o✓L ti 6 /3 a- Z o z7 zo.z k. Yr =30.6k EGA /Z -s /.1 * ,.oE t o,SL + o.2 S (e/►n =0) 11 = 26.6 (6) 2 6u4NOa9Ity EI.Emrx rJ ? 31 L = rhos (3)) 70 = 11.6 k 2. 2 S = o.ozi (31) 30 = s k 2 z _ E, + E., . s--1 cn e. Z8 P \u = 7 = _ /,o ✓4 J. 26.6 (3) rt =. 7C-2.s -/. s ENGINEERS-NORTHWEST INC. PS.' 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX * (206) 5224696 1 , 7 No :Rio NAME ‘S" DATE SUBJECT 1-0/Titi4L SHEET 1 - 4 OF BY Cz33)Iirs:-7-• 0 /•o / Is • ify e a te .c ALTKA.MTF., Tiro P SE( ocrr--.F-etA...r )tsteiv r 1400s r/0"/Az iZeliV Ra:**AffiCr • DEC 1 '6 1999. PERMIT CENTER .. ti MG.' si. A: K�A' UP!'t ii+#. Rt4�3ft�Ci' i24kC Cnl7f{ �iif?.: SSt`} �i5t' �Z?:+ fid m"" �wSSE{` rb' 4.` s'` f, 4tSiY4C: V�+ N: c41M' A .+ee'nwe.e..w««........- _...... 'U LUL Vi . UU - YUKTLANu etIMENT Asbue1AT1UN - 08:47:47 Licensed to: Licensee name not yet specified. C General Information: File Name: untitled.col Project: GROUP HEALTH R & D PIE Column: 3 -0 PC PIER Code: ACI 318 -95 Run Option: Investigation Run Axis: Y -axis Material Properties: f'c = 5 ksi Ec = 4030.51 ksi fc = 4.25 ksi Ultimate strain = 0.003 in/in Beta]. = 0.8 Section: Rectangular: Width = 35 in Gross section area, Ag =• 323.75 inA2 Ix = 2308.41 in ^4 Xo = O in Reinforcement: Rebar. Database:. ASTM A615 Size Diam (in) Area (inA2) # 3 # 6 # 9 # 14 Confinement: Tied; #3 ties with #10 bars, #4 phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.7 No. 1 0.31 0.31 0.60 0.38 0.75 1.13 1.69 -6.0 6.0 15.0 Pu kip 0.11 # 4 0.44 # 7 1.00 # 10 2.25 . #18 2.3 2.3 -2.3 Muy k -ft 0.31 0.60 0.60 * ** Program completed as requested!- mot* Engineer: TL Units: " English /GO/i rltEI1 / 1 N ,1 p f Slenderness: Not considered Column Type: Structural fy = 60 ksi Es = 29000 ksi Rupture strain = Infinity Depth = 9.25 in Iy = 33049..5 in ^4 Yo= OE in 0.50 0.88 1.27 2.26 -6.0 15.0 -15.0 fMny 1-ft 'fMn/Mu 357.6 4.207 LC? 0.20 # 5 0.63 0.60 # 8 1.00 1.27 # 11 1.41 4.00 with larger bars. -2.3 2.3 -2.3 '0:31 Factored Loads.and Moments with Corresponding Capacities: (see user's 0.60 -15.0 maniial RECI \, ,_�. rage untitled. Size Diam (in) Area (inA2) Size Diam (in) Area (inA2) Pattern: Irregular Total steel area, As = 3.64 inA2 at 1.12% Area inA2 X (in) Y (in) Area inA2 X (in) Y (in) Area inA2 X (in) Y (in) 6.0 -2.3 .fox notation) DEC 1 6 1999 PERMIT CENTER 0.31 0.79 I.56 2.3 ti .......>, 4. sec +anur4.V∎K,aitnis:iri0.SVrL lt .Y'w:rP,1T9:` MIVife.: zaii O ▪ + o 0 X p o e 35 x. 9.25 in. Code: ACI 311 Units: English Run axis: About Y -axis Run option: Investigation Slenderness: Not considered ':olumn - type: Structural ars: ASTM A615 Date: 10/29/99 - Time 08:47:53- P (kiP) 1200 — PCACOL V3.00 (PCA 1999) - Licensed to•1i'Pnsee name not.yetspecified. File: untitled.col Project: GROUP HEALTH R & D PIER Column: 3-0 PC PIER - Engineer: TL DEC 1 6 1999 fc = 5 ksi fy = 60 ksi - Ag =•323:75inA2 8 bars PERMIT CENTER Ec = 4031 ksi Es = 29000 ksi ' As = 3.64inA2 Rho = 1.12% fc = 4.25 ksi e_rup = Infinity .-Xo = 0.00.0 Ix = 2308.41 in "4 e_u = 0.003 in/in -Yo- =•0.-000 ly = 33049.5404 leta1 = 0.8 • -Clearspacing •= 4.63 in • Clear cover= -1:94 in Confinement: Tied ..phi(a) =418,-phi(b)=-0,9,-phi(c) =-0.7 „EC WW t -,ry or n IKwtl.A ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522-6698 L OB No. JOB NAME 1 ` DATE SUBJECT LArra.pt. SHEET OF OF k/ALC. 17■CH0►ZA6£ r2Ec- Al2XMlr /7f Tyr/CAL rc rlN(L %./ALL AniCHo,nCE tiprio L) Q CLA2/N RooF ANc HortA6E Alt = O. /z luF CCAUINC at = 041 kil Fpr ar CA I 3 I " i ge, flr 3.p Co.: 0,33 67 6 — /.s (o.33) Y ( o.1z) _ '79 rL? & ROOF FULL curio 3 C Till-tit: - SS i•S (o.33) (o.1t) = 10 e -tf Co 130E 3 W /F pr•.i� = 0.70 (0,33) 0,12 = 2i pJf 1 warCN /Af61 tJCLRa. ^ o .o► = 0.0p r•Nc 0,1z W 7Lo r _er !'FNF_L rAmo.i . cJrz fir r ef (41,4= (r6 9 elf e a eiNrN6f 8 so 2 ' FLorn nr FFE,FNcc /.r Jicwr icn N r ?wt. To CL/ /A/6 3. TAJo = /_`/ (7Zo)_ 72 p..1f 62►a A 1-E 7usJ7J 6,t'oc -4 7 'f,4f6 k p +r j.hf C 6Rin ()eQ) rrru,TI e S c ' Tr. 3.6o k. BY 6 7 p /E2f ; ee) n o -_•� f = 12.7e -6 ?r , Nor-LP Ecc(N rn.0 LOA° rur'L Lags g prr;rzr £ IZ • • 6 6 6� 3 r> RECE11 /r,. CITY or DEC 1 i' 1 PERNUI /1 /Ore ; W1aLL l91✓c/0r2Y9CE 2FGLUlrtCt'EAirJ e RauF LeV(. )20Nr vARy ro ANy J /cd,,FrcANlr ?F.C2EE r7 To JMmLL /NFLUQAI6,E ar CCA2 /NC AQOV(i 3E0140. ECCENTKr Atte ' CCouNrlrb Fort e e'en' eta !£C /633.2.4 I 3 ro rleni b'/r-(C) . /00 (Lr) y 6.yo k jgs NEXTJNE(T ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. SUITE 205 - SEATTLE, WA 98115 -1206)525-7560 - FAX #t (206) 5224696 (....oe No. SUBJECT p,Vgt a RL JOB NAME r d - DATE SHEET LZ OF BY �' L• LHr ' ?69L CuNr Tyr y., C y.54 i V Y.41 Y. y ek 77 r 1440 - ANCHOrtg6E a eIFreJ I I I n1JrRicure PIFFERENCC i overt. 3 TOI /TJ r\Arth.rP le 6..Yo — Y. Y1 _ 0.97 k z p.EJleiv To11TJ Fort V..W# - = s,y3/t e. caw, rsllto£RJ 30 � oc OE! /CN. Folt Akr9e. LQAO = 0.7 (3o) = 2 /.ti k WITH z‘-‘1 Lev£C. Tr.EJ Px /N o / ApN 2 n6r1 /9CT,ON VE// 4 N 714 = J'(7 (/.y) r S' Y3 1 ELev y, q f- y Y6 .IAJE THIS TNrt0 -01r i /Z I oi ) 3o wEeoi C 0.0 hArL o = z'.2 k ✓ TJ /ft CHA? I PL F_XTe� 30' From whet OECI. JHCnit = ZI_6o = 0.1 he!' 2 (vt) owe l,u(r,r) = /.P3k eta TIE oh PR/tAtt.CG pit 4j; 117 - /. Y (V---) - /. ?t lt.Qf . . 3 so 6Y 1HWAR Frt,Crlok, f1IV. = 0.91" (°,) 60 0.6) = 6./2 k > 2.79 k u F e6 (/.r) = 4,7? it Pert orwet. IA t- /b' ce ok RECEIVED CITY OF TUKWIt a DEC 1 6 1999 PERMIT CENTER hr it s r. ENGINEERS— NORTHWEST INC. PS. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX #E (206) 522 -6696 �.,oB No. JOB NAME e} SUBJECT fH'Ff On/ C2/o Ce) ('17 If tf .11.-12.j) J- (32j 4. Co L(.EG TOR J • RooF 1 tr /6 X26 141-1 7 Y1 h ca r rr. .3 d- C/t / b v s6k. I 71APM tnCF` COLL, rsk coccrcro.t 1 4-- 3.9/ yY7r X (Z o =67k :0k =ztk �Y rth t k . Jar tit LAT. 7 % re rA, — /SY 6 - 7r e/ ', c hit : 3 /2) $").S : /74 r z. r (ft) _ 3,91 IE.: RECEIVED Fr 2Y A-: CITY OF TUKWILA o. 6 y ✓1h ('ST = 3((o.37r) It = 16i k 4. W t CO eftlr = 1.7 (y) o.gz1(I2#,z(y) = 1261+ > CU CCcfon. 130T FLANCe RaRC,Hf DATE SHEET OF BY 7 ' ' /6x/6 EA CN o k 6o A. wit x ZG ° 1 6 1999 PERMIT CENTER Y 9r k . = FA. Kix : /70 , = ^Y .Qy < /./2 (I7V) Igo =16 rrre r /,rz. 8"C C % y rrpN. TY/'I CAC = y = < /o � o k [,Y FLoon. : ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206) 525 -7560 - FAX # (206) 522 -6698 ( -Joe No JOB NAME P} SUBJECT WALL e caw 0 d lI CO LL EC To aJ goo r- cOLL(Cro 2 c rrc : r2y In/ I)'x VD Cn1 r 12.17 /.z '2 44,1- VAJo wCt. 11 : JL Fm, /-/I -I I 4- F, :iC!Yi' f1ti7%�t15:IIh'iL.. ?C Kkr¢ CGNT = 2- (6o) — . /ao k AJrefiC "Ito 0. (6 . 3.12 ( + 14Jr y fipr.A /6 •/' • k fLAr BA 3 / ) X / 2 _ d'Jr 120 /20 ; /o. z 1‘•. / /.Y wee Y = by 010) _ l6P k V i 0_ 6 C 1 -7 '✓ l.7 (v) coat (I?) =76 k > y2 2.� 0,r)/.y = 3.7 kV VM e P = 3.76 ( ?o) =113 k M = Li.z(o.os)to.s(o.1 (3o)1 77h.' t Fa ° 1435- � _ 2.1°1 CAla Qr 01 - # ) C) : (re Hoe) If. 2 4 - 'O = O.97ktP (Tyr Roo& Toth* w/ 12: /y.rrk N• Lori rim(.) 2 R,o M= 0.9?(3 _ /05 k / l : .3s w/b'x yo S r 6P �r = 59.13 DATE SHEET L 21 OF BY /IL. Z p .' fA !I/7e SEE A-Y:1 = a.rsl E = o.rr (.7e) 0,37r (it) = 89k> j :Yak, V �► c 6.16 4.. /3-Y = /.0 < 1.7 ( / - Fb lye. .'r (I- ' ' 6 )2Y Fe. CITyRE 3; � OF Mktitio DEC 1 6199 PERMIT CENTUR ( 8/ it A10) wieuvo .;b - /3•Y k•: 7.. Z y k.. 11.1 Fe,, s,.72 k.. OH. Gunn crventa KJC ►s/8 yo PER. .,'Jc ENGINEERS-NORTHWEST :INC. P. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - 12061525.7560 FAX # (206) 522 -6696 . L ms NO. JOB NAME ad n DATE SUBJECT .. VAtl. J. 6R io C?' G // f NT SHEET G 43 OF Cc/CAE-Crag/ BY T- L. /13 k lit P,( • +Hac�.Cot J- , w ee000 ,re2 JZcr, At 11 -3., l?CArg; F 19 36 (e. ?7r)sa. = /626 ✓ . wri . /.7 _ . /.7 (Y) .92r (it4- Z(3. = /20 It .✓ '7 4. - IS /2• =-� V0J4 = a. LJ'.(/.r) ' ,U 2 It PER rno cc .Z'Y./ (I'9 3 ? ,/4 ..( 1/ii.� = s-,/ k. > . y 2- . ✓ Co.. to ' /? re1'/ 22S . . 0.1 (to) ..Li Za r) = z h.[1'' �. /7 rw .z P"R£cf oaf . ;RFC, A +v� n y oo ; cad riN , ry I rfC /0,„,,./ /•7 • g ja= 161 = 13.6 4... / /.1 13.6 i. < /8.7r C /— / . 4 l z' S1.7 RECEIVEL CITY OF Tcltrvut■ ., DEC 1 6 1999 PERMIT CENTER ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 FAX # (206) 522 -6696 JOB NAME IHL,9 ZwnLL 62 /o (2) // ccNr (t.//aLL O J/ CN J r e. = rut,. WALL Ac„-= 3/,7 (it) 7.zr = 275 A" (f'oi- 7y *MI ,.2r = 29 / fic, = Z (z )r6) sou - r.Y. fc, < VN < Pc tric. Coh'NEcr /dN TO F0o rl NG in OT 3,1 k arts" 12 S 30' J -LY WORST C ?JOE r : Ed = 2 (/s) +- Z(67) + 8 = Zs"c 1? -1 1.z n = /.Z (arz' _ 3o211. to -z /2- 0 4- /,6 ►- o,s s = /.2 (zsz) d- /.6 (s6) + o.5- (y') 12.- /.2 n f /,6 s f 4, L = /.z (23 4- 1.6 (Ye) - o.s (r5-) /,y [Po (31) + P6 ( /r)] DATE SHEET 1 OF BY pc67 10 {7 r 67 = L d /.2r(7Y1 12..(; =gz.r4 B.uvogtcy ELcW:Wilt ? p,,, = w k < 0.1 (z73-6) s = /37i It /(K /C P/L,9t'ren ER F.ki7 yak = Y07 k s k' S27e = 0.s4 < /.0 po Jere f)C. ✓N.� Z9/ (3/,3 ) �aunr4Aar Rein W1aLC J?'1 j ; !3 Y e /y �c EA FAc,_ En wry = Z.0 •z) = 0,0037 > o,aozr 7.? rC/Y) crl ✓., = 0.6 Rev (z 1.17 4"1". r ) = 0.6 (Z7s6) (Z � 1- 0' (60 •..)) / o a. 62o IL > 29 r '� /00 (3/) 4- (9Z. r +/r•o) /$ c y7/3 k ' RECEIVED CITY OF TUKWILFA DEC 1 6 1999 PERMIT CENTER P1r< = co.? r +(7) 30 4- 4'8(341= 3yoZ k a ^ .1 Ner WOrtksMC rrNfrcC uPc/FT = Y7/3 —3y0z = yz. 31 7u = /.v (Y2) - 5 (Jet Jcc,,•N 7 8 ( o'T„ = 0.96r)o.yse(io)= /90 k oi- x ' /'L 1 = 3( (0.77)6 = /6zk ✓ SUBJECT 44 ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - .SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6696 .SOB No JOB NAME P. 0 JNF_,A2t ✓ALL GR /G c d' (/ C.vNr JCI 0114 COxi N ACT /O N TO Fd017 /.y ( /.2.S) Croo 4-7Y/ it = 326 /C OJE M G /Z x YO x / - o pLAcfl) =32.0 Et.∎ b eo SHEA4_ PCA JT2ENGrH CO KC/t£T'E. gEpit.JAJG DATE SHEET L 2 . OF BY /, 8 3 z.Ck Vs = o. s F d 6 = 2 (o ., s) 36 (/ Z) o_ s z3P,( wrLD /.7 F = 47 (C) 0.5zj' ( ,z = 227 e =3.7c +4. /.71 0 0.8s4 .. 0.7 (u.es - ) 3 = /07 Ai: fin= 0.3 60k > 3 Z-.c L T s 3z.,( _ /a. 2 !t (2 p, , . rc, /OZ = O/ „ 3 kQ.. .4 = 0.3 V S , ✓ 0.1 C6o ) / ri- %Z x2 /r x /z fi.; J/of_ Firc 3.75 RECEIVED CITY OF TUKWILA DEC 1 6 199 PERMIT CENTER ENGINEERS - NORTHWEST INC. ' P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6696 -as No. SUBJECT SLIDING 1 JOB NAME gd' 1/4r64 /AL(. C/t!o V d rit) Foor,Nc ozi/ci' : ray OV /A/6 ASP Mor= /00(.?/ /oP(tr +z..c ?) s27r k' MR: 0.9 [82 (6) 1 (8d' +lol) YL + fapeg C677. It > /`q I / BY L' t tt T oreq. ■z t=tt le :LY LY xYZ xZY b +L +S+ E Z'1'= Z(PLI- ZPr• tV ) 4 -lP9 ls7 X= 1. - J -3 . /•r(YZ - 3 (ft.r) - Zb'•s Z £I• Z ( y ?) 00 /C. /, 22 ( ?.0 0 u ✓ RECEIVED CITY OF Moil', OrgQ . 6 r= 0,9 r (Pt) t 1,7 c ?!b' DEC 1 6 19N PERMIT CEN ) r r• E P1 3 k ' e = /6.6 2 (syr) = 3.9f ✓ ok (Z/.6 PIIVi10 F0 ace Fb /66 k ,ll Fn= 0.Y (3 i3P k 3 $ DATE SHEET La OF Y.0 MC (i ?.2) TRY Pk YS ' Zy S Jt08 oN FrG gr: 0.1g(rt) f FP t /Of + E : �yrk er\ S273 1 Zl.e a 8x Y S • >< 2Y ccale!rHke (TALANC£ UtAT /N Stile W/6 s pert rIAN, ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 = (206)525 -7560 - FAX # (206) 522 - ( oe No. SUBJECT .JOB NAME I° SH£A/Lt./ ic( Crc.o - KCrruo /ur�it 7.82 ( :P3) .4 4.(6,?3) 7;b'2) Z- = R►� _ / /7 ((tool)) 0,9 (12) (20) T2AUfvert1E : ;l = 00.54' (1 z) 2 0 = /. 3 9 • •z x 8 if fl s(y 'fo x4 3 e lk - 3,811.r 1_0 T1, o TRANrvfn/C r P ASO— 0,31 a, 26 ( 7 ((Z) _ /y.3 DATE SHEET L � OF BY 74 ' 6.13 , /Y1 0,00/y ( /2J ZY 0, 2.6 li` / � ' 2 /.Y(Y.o) c /./. / , ,./ L (.t = O.'9 raj /Jr. .t . i /.3.7 (o.Y6) = 0,6/ AI v , 6t e 0,77 ( Z) = /4 04/ 4-aLt18 /fs i in cr RECEIVED CITY OF TUKW^" ' ^ DEC 1 6 1999 PERMIT CENTER woe No. SUBJECT ENGINEERS— NORTHWEST INC 6869 WOODLAWN AVE. N.E. - SUITE 205 SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522-6696 JOB NAME (d- JHfAitwoact C!tl►J. li cot t7Ef /GN /'1�NFL F _ Nbl IN/ oft' : Co L/4 :I' /LAJT£/t pEJ /C*v ro C0/Ap2EJJ /ON (CovJen ✓i1T /ve) A. ;./`1 or = s27r k ra7s" = /7( 30 J L£NoCrt/klF.JJ But ofr4L/,vC / m et /z -r /,a 12 t oe /- , _r e _ /. L (ea) /. (in) 36 Yk T1 d k / /6 Xg 4 /plj 6 12EJur eq.L Ov ertr.ur(/v c n =PL g Cr ea TO L 2 9 4,30 Fo iz f- o, r (219 a o, z (Z.se) PC■4 co c. o?EJN L7'J DATE SHEET L at OF BY CITY OF Al KWILA DEC 1 6 1889 PERMIT COO Aro 12/13/99 PCACOL V:3. UU - PORTLAND ChIM1 NT ASSOUTATZ N - 16:10:59 Licensed to: Licensee name not yet specified. General Information: File Name: untitled.col Project: R &D BUILDING Column: GRID 2 & 11 Code: ACI 318 -95. Run Option: Investigation Run Axis: X -axis Material Properties: f'c = 5 ksi Ec = 4030.51 ksi fc = 4.25 ksi Ultimate strain = 0.003 in /in Betal = 0.8 Section: 0.38 0.75 1.13 1.69 Reinforcement: Rectangular: Width = 16 in Depth = 16 in Gross section area, Ag = 256 inA2 Ix = 5461.33 in'4 Xo = 0 in # 3 # 6 # 9 # 14 0.11 # 4 0.44. # 7 1.00 # 10 2.25 # 18 * ** Program completed as requested! * ** Engineer: TL Units: English. 0.50 0.88 1.27 2.26 Pu Mux fMnx No. kip k -ft k -ft fMn /Mu 1 364.0 0.0 170.0 999.999 Slenderness: Not considered Column Type: Structural fy = 60 ksi Es = 29000 ksi Rupture strain = Infinity Iy = 5461.33 in ^4 Yo = 0 in Rebar Database: ASTM A615 Size Diam (in) Area (inA2) Size Diam (in) Area (inA2) Size Diam (in) Area (inA2) 0.20 # 5 0.60 # 8 1.27 # 11 4.00 Confinement: Tied; #3 ties with #10 bars, #4 with larger bars. phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.7 Layout: Rectangular Pattern: All Sides Equal (Cover to transverse reinforcement) Total steel area, As = 3.52 inA2 at 1.38% 8 #6 Cover = 1.5 in LG7 0.63 1.00 1.41 Factored Loads and Moments with Corresponding Capacities: (see user's manual for notation) I IECOVED CITY OF TUKWIA DEC 16 1999 PERMIT CENTER untitled 0.31 0.79 1.56 0 0 16 x 16 in 0 Code: ACI 318-95 Units: English Run axis: About X -axis Run option: Investigation Slenderness: Not considered ^olumn type: Structural rs: ASTM A615 Date: 12/13/99 Time: 16:11:11 File: untitled.col Project: R &D BUILDING Column: GRID 2 & 11 fc =5ksi Ec = 4031 ksi fc = 4.25 ksi e_u = 0.003 in /in 'fetal = 0.8 Confinement: Tied texPJ".R.YJ.i1 m aS+f.F+..4 5+' 441 v45 ;PRkR��L"Y.:S^iSvA +dG rateufanto P (kiP) PCACOL V3.00 (PCA 1999) - Licensed to: Licensee name not yet specified. Engineer. TL fy = 60 ksi Ag = 256 inA2 Es = 29000 ksi As = 3.52102 e_rup = Infinity Xo = 0.00 in Yo =0.00 in Clear spacing = 5.00 in phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.7 1 3 0 8 #6 bars Rho = 1.38% Ix = 5461.33 inA4 ly = 5461.33104 Clear cover = 1.88 in RECEIVED "ITV OF TUKWILA DEC 1 6 1999 PERMIT CENTER ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N. E. - SUITE 205 - SEATTLE, WA 98115 (206)525 -7560 FAX # (206) 522 -8698 ` No. SUBJECT JOB NAME gkV SN E/9►t / ALL PANEL I3 CA/ C/t/r> 31 I,/o2.rr Com£ rAWEL ROOF cOLLEcram! 7171.10 / to Y /2e � 3a V loo c LL OVte. ' ~ w /6x2.6 67 k c.LLECTo ` =2 k Z P t!/ oo) = 2,3 3 /t iff /20 CCL lz - /7 1.2P -I- L , /.o E„ CuL( cro RETwF-EN 1 0,- 0 ✓,10 e Q - z.1.7 ‘o) /yo /1 = 5,2(o,o,r)6.z300) r /z,r‘k' I' W/6 X26 .14.= t o = 18 h 7. 6A r"r 11.23 4- 3.91 / 7.8 Cor.rri cf/o Pi-arE err = 0,4 = 14'0 k>./yo ✓ C �zy yy7s 1.30 Frr = y5! 7t C AA !'liii — 0 d 17 k =9k 29 k (tee LZQ) ✓o7C DATE SHEET L3/ OF BY ■L, o r,tk =tYk I ( o L .*, ) Loa RECEIVED CITY OF TUKWIL.A DEC 1 6 1999 PERMIT CENTER P L t x sx /V PL %LX Z % EA J,pr @ Caro© cloy 11 G -3.1 (Ito 0 0,37s. 9 V= l = 70 I t . bf =sr rL yzxsx / -Y = o, j-" Per= 9u k ). 7 cl vtatttlen ENGINEERS— NORTHWEST INC. PS. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522 -6696 - Joe No. SUBJECT cot GFcr o A- wEL JOB NAME (1 c ad fH dN C'. /p a 6 V. 2.3.7(7o) = (63 k Off Seer, in -yl ) B EAM w /6)r26 .,. = (C3 = /34 kJ: (1 o v =0,3/t re- ( 4) ( v d'ir = 0. so, (lY) ?6 - 242. k ✓ ro Er\OtO . I <i, = / (r) 0,92J' z = /P,A way ro wry 1,7 (i) o.9t1 � y!+ Z(y _ /7/ k ✓ W CS i3Loc/ lNe :•94 ; eta = 0,315 s7itrNa r/a = P.,- + v/ /( CoLL£cro2 CUN/JA /d w /20 e( v = ( rErl /, r6 (60) = 9 Y A i/ N Mal N C6L /6 /6lE fecr 22/3.f.4? pc. r /e KSxl ('J-r = o,6zr (r) 3c //z k L l✓FLO ( // = y (O,92y) /,7(9) . = II k DATE SHEET /- OF BY 7 t, r1 - = /3.6 MP ■ .?6(o /y t o.rr(,)0.2/,s-(a) y.r 3 0 p {t 1J 2. P (C 7) - / . r6 k / (v/?.vo o k r rrc. L. z z coNN(crIoN LD WALL. V = / (70) = '°' � c ( J EC r° - ?•I) o,' (c0) PC ip k (3 d'„ : 0 ,37r(13) 36 r- 174 k 1! i,,.. 3. e3 k.C! ✓ . z -33 k.CP t rAGGErtFo Z new.) Y e /2 •% /,'/ (Z.32)=3.201 Z.32). 3.201,6 by dU�, = o,4s (o,z.)(6o) It 'ATV OF TUKWILA DEC 1 6 1999 PERMIT CENTER 9 r 1 , 1 0 ‘ Y ZZ 0,7 ((o) re? � r .,.t : s 1+1 2 ti C ..'OB No. SUBJECT „,., �,,,' o• av�ear,Ye4+A'l:S7ti4f�"bikl'L1' tcogho: ,ori"N.tn.41 ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6616 JOB NAME (d-t7 DATE IHCA►l. WALL Ca./ #) (. Z. J- CoN7 SHEET L 33 OF BY 7- ' 6 * ; G ,_ 1 oao Zo ' :o.2 t = 9.2S 00) /t o•rk 2220 VC </ Vu -: /.2r ( r . YJLP9 4-2] 16' 172 -� Z/gCv 57 _ Z (ZtZf/) J v0 = 31yfc I i ( o uV Pc,. (7T.0 ✓ < a t2 -, r.Z _ /- 2- �e . t+ 9� p , z + 72] = /zrk i2 -2 /.z 0 .4./44 to.r1 = ft( 4- /.t (Y?..) f- o,r (2 _ /9? k �--- iz -3 /,2 h f -/.6.S + = /Z/ '.0 (21 r) +o.r('L) = / k (/.01 01)4- s2 (I r) / : - 7115.1 k (`) 3,6 / ✓� (72.( 40) /,/ z > /. o bur Vw = (72 < .?Ac d- I1( < 3.0 Nv %1Alil. rtr//vF: t1 ' e/y (o.z) = o,ou3/ > o,artr ,2r (/y) Qf Vet = o, 6 0 .,, ( Z iriT 1- r° 21 =0,6 (2Z2o) (. 4 — 0,00? 1(6aov , y 3 (h > X72 v� wNNecr /utir rd Foo r/r iC ; M or = /,2 r (%') 3 / 4- /,25 = 27 r7 k f /'1 R = 0.9 z (zo) + 7Z (z _ 013 k' REEIVED CITY OF TUKWILA PERMIT CENTER 1724 n: 9 i tzit ys +� cF 98 DEC 1 61999 I t S0, /,9 wok Quu,vQ094y +JI.TA'GJ /Lg. N£r Wur M /N6 Tf,VJ/G£ UPCIIfr = 27 r7 - 1/3 = 97.2 k lo 77, = /, (57, z) = 136 k '- p2 t6 (Ir = o , ' () v,yy (to) = 190 A '/ J££ ENGINEERS-NORTHWEST INC. PS. 6869 WOODLAWN AVE. N.E. - SUITE 205 SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522-6698 66 No. SUBJECT IHEn2V L 6/z /o (L (Ft r Fr it JOB NAME act' 0 Fo or/ NG 12 .( /G N TR y �' ' k 3 Z ' l OvEcrunNitic. AJO /") UlL ?/„ = /•Y (/.zr) 9F = /7Z It Tu LZS) uJE E_ ' - \ of rt. sr,z ) ez A•.lNNc : /2 h L t.. E I. Y = z 0 (o =774 = y‘ (31 +2 ) # st (/r t Z.) 2yo Z CAP#)cr Ty = b' to Q ZYozh MR. r- ,s 6Z +7?) If 4- 9( =ZsYi k r > or ?Z F77 + G = 2/L k e _ £7'1 = ZYoz ((,33 � > 1 _ .s gr 2/2 6 xc i.r(3Z) - 3 (//,33) _ IY, C. $ •,4-y .. 2 C r a (2a) ' 3.71" 0.7 4- P DATE SHEET 63 Y OF BY 7- . L . 24= 2c'o /( < y,0 ✓ CITY 0 TUKWII_A el- a.9 r- 7 + Yr� = DEC 1 6 1999 471: 2yo e . Z YO Z- = /3.7 x � ,,s —3 (i3,7j = 6, 8 . e (s -p> X i,. (3s - ) -3 02) - / ""� z (r s) = 3, yz c y,u sr k (/3.3-) PERMIT CENTER uJt x 3J x 2 ENGINEERS-NORTHWEST INC. PS. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522-6696 ( 'Siie No JOB NAME (- SUBJECT -I HCPILL//4 Li 6 2 9 V.z.3-Ze r z z 3 (7.•s 00 7?: /3). /7 0 4 ' /17 ' 49 1 . • •: • - WC" Fo eirik./6 tte'bvF Tire F,9 Pea. Jcepf/roisce... r c c .p TY f re pt o ft Jel • DATE SHEET U S O F 2r BY 7 RECEIVED CITY OF TUKWILA DEC 1 6 1999 PERMIT CENTER DATE: February 23, 2001 TO: Adam IA COMPANY: Sabey Construction FROM: Annette 0 OF PAGES (INCLUDING COVER SHEET): 0 5 MESSAGE: Adam, I hope this is what you need. If you need anything clan plane let roe know. Thanks of Oregon LLC P.O. Box 23819 Tigard, OR 9T281-3819 503 620-5252 503 884.3310 Fax OR CCB # 135981 4253984444; 02/23/01 12: 22PM; jggfax_#281 ; Page 1/5 1 09 c D REPLY REQUESTED 0 YES 0 NO 0 URGENT SNYDER ROOFING GROUP OF COMPANIES AN EQUAL OPPORTUNITY EMPLOYER Since 1022 wvAvsnycerrocona.com a M y : .Snyder Rooting dtl:¢Nri4Rtlyn.lk :•5i • .. - nix.,. K�... , fir:; r;:,� ",.: � r �.�?t�: .�h -.t. �:. i- t.•..:.: 4253994444; SUBMITTAL INTERNATIONAL GATEWAY EAST II BUILDINGS'A & B SINGLE PLY. ROOFING MECHANICALLY ATTACHED TN) ?RODiJ(T DATA: F IRESTONE ISO 95+ GL INSULATION (R-1 ▪ FIRESTONE ULTRAPLY TPO — MIL -FIRESTONE ACCESSORIES $ySTEM DESCRIPTION: - MECHANICALLY ATTACH R-19 ISO 95+ GL TO METAL DECK — 6 FASTENERS PER SHEET - MECHANICALLY ATTACH 60 MIL ULTRAPLY TPO - INSTALL ALL DETAILS PER FIRESTONE WARRANTY REQUIREMENTS ATTACHMENTS: - APPROVED APPLICATOR LETTER - SAMPLE WARRANTY - SYSTEM DETAILS - MSDS SHEETS - TPO SAMPLES of Oregon L1.0 P.O. Sox 23018 Tigard, OR 87281.3810 603 020.6202 602 004-3310 Fax OR CCB 4138087 9NYQ1R 11GOrINa GROUP Or CQMPANIE5 AN MUM. OrrORTUNTV IMPLOYIR Since 1022 www.cnyduroonna.com of W.i1dtn vein. LLO 29203 ■roadway Ave. Snohomish, WA 01398 426 402.1548 Fax 426 308-4444 WA L1C ISNYO511W014MT t4 Sent by: Snyder Roofing DESCRIPTION: 2. METHOD OF APPLICATION: PRECAUTIONS: �k'.C: : i;'�:.r,`r.F:a , t x y �' 3", e'. 11'. fi:'. L' �.°. C•T�tY�M:.'?�Y�:i:.S:S:!•�..mr 'irestoas 4253984444; Firestone UltraPly TPO Is a flexible Thermoplastic Polyolefin roofing membrane that Is produced with a polyester weft inserted reinforcement. This heat weldable TPO membrane is available In .045 rn (1.1mm) and .060 MI (1.5mm) thicknesses and offers outstanding weathering characteristics and durability. Available in white, this reflective membrane is suitable for a variety of low elope applications. PREPARATION OF SUBSTRATES: 1. Substrates must be dean, dry, smooth, free of sharp edges. fins, loose or foreign materials, oil, grease, and other materials . which may damage the membrane. Al rough surfaces which could damage the membrane shall be repaired prior to installing the membrane, as specified. 3. All surface voids greater than 1/4' wide shalt be properly filled with an acceptable fill material. 1, Firestone UltraPly TPO membrane Is installed as a ecntinu ous roofing or waterproofing layer on the roof, Fiona are overlapped (Side Laps and End Laps) prior to the heat welding of the seam areas. 2. Install the UltraPly TPO Roofing System In accordance with current Firestone UltraPly TPO specifications, details and workmanship requirements. Please contact Firestone Technical Services for additional information. 1. Exercise caution when lilting, moving, transporting, storing or handling membrane rolls to avoid sources of punctures and possible physical damage. 2. Contact Firestone Contractor Services Department for apedfic reoommendations regarding chemical or waste product compatibility with Firestone UltraPly TPO Membrane. mi enact to mean only n hlpl14n FiresWnell proluds oral tlpeci&otlane.:nbrmation is aulISNI 111 dungy wilnaat notice. Irr„wN Wlwr p 4YN err kanrhing ,Mwlry mp1Ml.14, whip, n. ma Foostono's pJWNn5r p10MO sp olio.tiena. As rWkner Simmons ewe no its roprosontrtiw.S patios arclw161W&. FYwmm WOWS no opinion on. and s prwN *hicla;ms any NapornIWrlly iar he wuncnNC d any Wumxa on wdm In otoducu may be Licci. U quasYons arise es to the ■peldrleaa of Wuaturs or ha ebiiy no rapport a planned *swiWtlon prosody, tho Own o should obtain opirtbns d compwN orucasv rtpnain More proceeding. Pirealono amepta no +W M ior any etrualural Wore, a for moilant damages. and no firestone Representative is autnorired a wry *Is dadoirna• 02/23/01 12 :23PN;.8281;Page 3/5 W O o w � ISs ltl Mobil In Illoamoott RAM Wont Membrane Thickness Breaking Strength Elongaton at Break Tearing Strength 02one gfeaiatance Brittleness Point Properties After Heat Aging Brealdng Strength Eiongeeon at freak Tearing Strength Dimensional Stability Water Abeorpaon Thickness .045" .060 MEM 39 in (99 cm) 5 ft (1.52 m) 6.5 ft (1.98 m) 10 It (3.04 m) 39 In (99 om) 5 ft (1.52 m) 6.5 ft (1.98 m) 10 ft (3.04 m) b■L� ASTM D -751 ASTM x751 ASTM 0.781 ASTM 0-751 ASTM D-1449 ASTM D•2137 ASTM 0 -751 ASTM D -751 ASTM D•731 ASTM D1204 ASTM 0.471 1/99 telool000l Pea Mop Illoolows Of UNI11110411ellailItileda Ito NJ Mtn 114.4111M11 MOWN ORM M. M. Mod tlyYLMpMyiw FIRESTONE BUILDING Pf1000OT8 COMPANY 525 Congressional Blvd., Carmel, Indiana 48032 Sales; 1- 800428.4442 • Technical; 1-800-428-4511 Internet Address: htip: //www.ftreetonebpoo.com Firestone duildiny Products Company CO 1/99 Witham 9 10% 2251baln (259 kg/cm) 15% min 56 bf (30 Kgt) Pass -40 F (40 C) 202.5 Ibf (91.9 Kgf) 13.5 % 405 Ibr (22.s Kg?) +/- 2% +/- 4% r;; r� 100 ft (30.48 m) 100 ft (30.48 m) 100 ft (30.48 m) 100 ft (30.48 m) 100 ft (30.48 m) 100 ft (30.48 m) 100f(30.48m) 100 ft (30.48 m) Sent by: Snyder Roofing TECHNICAL INF k f ATION SHEFT DESCRIPTION: METHOD OF APPLICATION; rreSt011. SAWING PROM= COMPANY PERFORMANCE ADVANTAGES: ISO 95+ 11 Fireelons ISO 96+ GL roof insulation consists of a closed -cell polyisocyanurte foam oore laminated to a back glass reinforced mat facer. ISO 95+ GL incorporates EPA- aocepted alternative blowing agents and qualifies under the Federal Procurement Regulation of Recycled Material. ISO 95+ GL provides outstand- ing thermal performance on commercial roofing applications. It is designed to be used with all Firestone Roofing Systems including ballasted, fully adhered or mechanically attached single ply, modified bitumen, and built -up roofing systems. Available in 4'411.22m) x 4' -0" (1.22m) or 4 (1.22m) x 8'•0 "(2.44m) and in thickness ranging from 1" to 4.1" Better R- Values ranging from d to 7.5 per Inch • Closed cell structure provides enhanced water & vapor resistance. • Polylsocyanurate is the only foam plastic Insulation that currently meets both FM 4450 and UL 1256 test standards. • Specialized fastening patterns for FM Approval reduce labor and fastener costs. 4253984444; Firestone ISO 95+ GL insulation is designed for loose laid, mechanical end asphalt attachment. Insulation shall be neatly fitted to all roof penetrations, projections and nalers. No more insulation shall be installed than can be covered with membrane and completed before the end of each day's work or before the onset of inclement weather. For mechanical attachment require - ments refer to the reverse side of the sheet, Fastening patterns may vary for code compliance. Contact Firestone Technical Service Department or local code official. For ballasted sytems only, the top layer of Firestone ISO 95+ GL insulation may no be mechanically attached. For all other Insulation attachments refer to the appropriate Firestone Roofing System Technical Manual. (Continued on the baok side of this sheet) 02/23/01 12:23PM;b0Faa #281;Page 4/5 3.03.8 10/98 la DU l (. 1 i) A T A Mein& Cond. Insulation Values Maximum Flute Thickness At 75 Mean Temp* Variability Inches(mm) R•Vslue C -Value • inches(mm) 1.0(25,4) 6.0 0.167 2 5/8(66.7) 1.25(31.8) 7.7 0.130 3(76.2) 1.4(3.3.6) 9.2 0.109 4 3/8(111.1) 1.6(38.1) 10.0 0.100 4 318(111.1) 1.8(45.7) 12.5 0.080 4 318(111.1) 2.0(80.8) 14.3 0.070 4 3/8(111.1) 2.3(58.4) 18.7 0.060 4 3/8(111,1) 2.5(83.5) 18.8 0.054 4 3/8(111,1) 2.6(86.0) 19.0 0.053 4 3/8(111.1) 2.7(68.6) 20.0 0.050 4 318(111.1) 3.0(76.2) 22.0 0.048 4 318(111.1) 3.5(88.9) 25.8 0.039 4 3/8(111.1) 4.0(101.8) 30.0 0.033 • 4 1/2(114.3) 4.1(104.1) 30.8 0.032 4 1/2(114,3) 'Conditioned thermal values of this product were determined in accordance with the PIMA conditioning procedure as outlined in PIMA Technical Bulletin 101. PHYSICAL PROPERTIES Meets Federal Specifications Insulation Foam Core Insulation Board Facer Dimensional Stability Service Temperature Product Density Flame Spread (ASTM E 84) Compressive Strength ° {p•i ;d)• w =...`E : ?!":.ran Thb�a: r.rsm. --... ASTM 0 1289 HH•I•1972/Gen. and HH•I.1972/2 Class 1 Polylsocyanurate Perforated Glass fiber mat Less than 2% linear change when tested at 158 (7tPc) and 97% R.H. (exposure of 7 days) -10Off to +250 (•73ec to 121.12 Nominal 2 pot (3204 Kg/ms) 26 max. 20 psi (138 kPa) lypicai (25 psi (172 kPa) available upon request) • • 13" s„ • • • • • • • • • • ' • e • ill" u" • • • tr. se- • • Ir^ • • • • I2" • ' • • ill" u" • • • • Is" • Ir^ • I2" • ' ? ill" 1e„ Sent by: Snyder Roofing TECHNICAL INR 4 ',IATiON SHEET STORAGE: 1. Firestone ISO 95+ GL insulation boards stored on the . job site should be slacked on wood pallets above the deck or ground surface. 2. Firestone ISO 95+ GL insulation shall be covered with waterproof tarpaulins to protect from inclement weather. 3. Firestone ISO 95+ GL shall be protected from damage while stored. Damaged insulation must not be used. PRECAUTIONS: 1. Flammable. Keep away from fire and ignition sources during storage and installation 2. Do not install over wet, damp, or uneven substrates. 3. Do not smoke or expose to flame sources during application 4. Keep insulation dry at all times, Approved "Subject to the conditions of Approval as a Roof Insulation when Installed as described in the current edition of the FMRC Approval Guide." Insulation For Roofing Systems Classified By Underwriters Laboratories Inc. As To An External Fire Exposure Only See UL Directory Of Products Certified For Canada and UL Roofing Materials and System Directory Certificate Numbers: FM 38431 FM 38776 FM 38432 FM 39209 FM 38854 PM 39210 FM 39211 4253964444; This sheet is meant only to highlight Firestone's products and specifics. Lions. Information is subject to change without notice. Firestone takes responsibility for furnishing quality materials, which meet Fkestone's published product specifications. As neither Firestone itself nor Its representatives practice architecture, Firestone offers no opinion on, and expressly disclaims any responsibility br the soundness of any structure On which its products may be applied. If questions arise as to the soundness of A structure or its ability to support a planned installation properly, the Owner should obtain opinions of competent structural engineers before proceeding. Firestone accepts no liability for any structural failure, or for resultant damages, and no Firestone Represents. live Is authorized to vary this disclaimer. f•�a�e3a•;u7� +•., ; 3. �rtrraC3rt, � .k•:L M.�!hxcsxcn�...,,rn,...... 02/23/01 12:23PM;9291;Page 5/5 'Firestone amps ROOMS OOlAPeftY ISO 95+ 6L jFttlty Adhered ale and Aephalt Root nn y e n Thiekaw :1" or Greater Thkkeen :1s" or Greater 4' x4'or4'xfi'Beird 4'x4'er4'xA' Thkknese: 2" or Greater 4's4' Mechanically Attached Rooting Systeme Tbicknem:1" or Greater ' Tekkeese: l" or Greater 4' x l Board 4' x 4' Beard 12" • • • )i" e' r M' Note: Do not fully mop roof cover directly to the Firestone ISO 95 +. For fully mopped assemblies direct to insulation, a layer of Firestone approved recover board must be used, and installed over the ISO 95+ FIRESTONE BUILDING PRODUCTS COMPANY 525 Congressional Blvd., Carmel, Indiana 46032 Sales: 1.600.428.4442 • Technical: 1-800-428-4511 Internet Address: httpi /www,firestonebpco.com Firestone Building Products Company 0 ,.tereat., r •Pima,,her dAss Fastening pa terns may vary for code compliance. Contact firestone Technical Services Department or the looat veto official. r 3 ' ?y: Snyder Roofing i.,nYtftlfl l "s i:'Stt4 Elif rift = ER NG COMMERCIAL • INDUSTRIAL. DATE: February 21, 2001 MESSAGE: ADAM: MTV/ 1i�J15�M`16YVrx+an 4253984444; 02/21/01 3:25PM;J.jFax 0183;Page 1/1 stY,70/ AZIA4 &1%- A• z.) No. 4f - ai "REVISED" FAX COVER SHEET TIME: 3:11 PM TO: ADAM PHONE: COMPANY: SABEY FAX: 206439 .0100 FROM: TIM GARDNER $ '' 41 RE: GROUP HEALTH A & B 0 OF PAGES (INCLUDING COVER SHEET): 1 WE HAVE COMPLETED THE INSTALLATION OF THE ROOF SYSTEM. THE MANUFACTURER HAS ALSO CONFIRMED THE INSTALLATION IS ACCEPTABLE FOR WARRANTY. THE SYSTEM INSTALLED IS A CLASS "A" ROOF SYSTEM. PLEASE LET ME KNOW IF YOU NEED ADDITIONAL INFORMATION. TIM of Oregon LLC P.C. Box 23010 Tigard, OR 97281 -3819 603 820 -5262 503 684.3310 Fax OR CCB 0135987 SNYDER ROOFING GROUP OF COMPANIES AN EQUAL OPPORTUNITY EMPLOYER Since 1922 www.snydenooflng.com of Washington LLC 20203 Broadway Avenue Snohomish, WA 98296 425 402.1848 Fax 425 398-4444 WA LIC # SrWYDERW014MT e 1-800-428-4511 ext • Contractor's Representative: Ins - tion Dater- 1G • 0/ Firestone Requested Inspection: (&t f ❑ 2nd ❑ 3rd ❑ 4th ❑ -th '❑ Interim_% Completed 0 Other: it is the contractor's responsibility to ensure the repair is completed per current policy, including repairs caused by other (CBO). System Type: — 17 5 10 4o Repairs Required • ❑ The Following Repairs Must Be Completed Within 60 Days Of The Inspection Leaks Repotted ❑Yes PRIOR TO MAKING REPAIRS ALL SURFACES MUST BE CLEANED WITH SOAP AND WATER, RINSED AND DRIED, THEN FOLLOW PROPER SPLICING PROCEDURES 1'I \I I I: \ I I( ( \. I. Apply Lap Sealant / Sealant Per Detail 2. Repair "Fishmouth" Or Wrinkle & Strip In Seam. tor: • adie lath ereatfries 3. Strip In Seam/Flashing (A) Where No Seam Edge Treatement Was Applied. (B) Which Has Less Than The Minimum Required Lap (C) Where QuickPrime Was Not Applied properly or At An Inadequate Rate. (D) Seam Tape Not Properly Placed In Seam 4. Install "T" Joint Patches Per Detail 5. Strip -In Seams With (A) Excessive / Insufficient Bleed Out (B) Feathered Lap Edges (C) improper adhesion 6. Batten/Seam Plate misplaced in Seam (Contact Firestone Technical Services) 7. Install T -Joint Patches at Roof Edge per Detail: It \.I III I \. ( ()1 \I I1. 8. Install Base Tie -in and Flash Per Detail 9. Apply Joint Cover To Vertical EPDM Seam Per Detail' 10. Cut Out And Repair 'Bridging" 11. Reflash Outside Corner Per Detail: 12. Reflash Inside Corner Per Detail: I l I<\II\ \ I In \. 13. Install (HorizNert.) Termination / Counterfla shing Per Detail: 14. Fasten Flashing o c Per Detail: 15. Apply Water Block Per Detail' 16. Re -Apply Lap Sealant to top of T-Bar: 17. Add additional fasteners to T -Bar to provide continuous compression: 34. Additional Repair(s): egefr/4 / X" ,91. ( i &or -mil /�4! ..1 VVARRA , ". • Tape" a Within 60 Days Of Inspection '" PCO No:' Gt./ Firestone License or ' egistration No: 18. Reflash Pipe Per Detail: 19 InstalUReflash Penetration Pocket Per Detail 20. Remove And Replace Soft Pourable Sealer. 21. Add Additional Pourable Sealer Or Roof Mastic To Shed Water lalt \I\..\ .a l I'I'I Its 22. Reflash Scupper Per Detail: 23. Drains: (A.) Replace Broken Drain Bolt. (B.) Tighten Loose Drain Bolt. (C.) Install Missing Drain Bolt/Clamp. (D.) Install 4' x 4' Target Patch. (E.) Strip -In Seam Within 18" Of Drain With 6" FonnFla sh. (F.) Unplug Drain. (G.) Install Screen Basket. (H.) Install Waterblock. (I.) Replace Missing / Broken Clamping Ring. (J.) Install 3' x 3' Modified Target Patch. (K.) Install Lead. (L.) Install Roof Mastic \II.( III \\I 111 24. Install Additional Fasteners Per Specifications. (A) Insulation (B) Termination Bar (C) Base Tie -In (D) Drain Bar (E) In Seam 25 Fill Void In Insulation And Repair Per Firestone Specification 26 Repair Damaged Membrane/Flashing. J 27 Locate And Repair Leaks. (Reinspection is necessary) 28. Install Protective Layer Under Wood Sleeper/Pavers 29 Redistribute/Add Ballast To Provide Proper Coverage 30 Install Walkway At Roof Access. 31. Submit Roof Drawing Showing All Seams And Penetrations 32. Remove Debris From The Roof. 33. Repair Unfused Membrane. Owners Representative at inspection: UPON COMPLETION OF REPAIRS. REINSPECTION BY FIRESTONE I ❑ Sq Footage of Roof appears I ROOF ACCESSIBILITY [$'!ES ONO ❑ Is not Necessary At This Time ❑ Is Necessary ❑ Field Deviation to differ from PIN Installation Rating 01 III IV V The above repairs were complete in accordance with Firestone's Specification's on: By: And the roof system now conforms with Firestone specifications, details, and installation requirements. Applicator's Signature Titk (Authorized Officer Or Agent): Please sign and return Yellow Copy to your Regional Technical Coordinator, by mail or fax. White - Firestone file copy Yellow- Acknowledsement: Sign And send copy to Firestone Tan-Applicator file copy Moll rho Tab,•6nh.u1 CAY:Liewbe I D..11dlna D A Lbw 10/2 Cnrmal In d6ari2 -!!.M / Csr 21./_t1t_7na1 • COMMERCIAL - INDUSTRIAL FAX COVER SHEET DATE: February 21, 2001 TIME 2 :47 PM TO: ADAM PHONE: COMPANY: SABEY FAX: 206. 4394100 FROM: Tim Gardner RE: GROUP HEALTH A & B * OF PAGES (INCLUDING COVER SHEET): 1 MESSAGE: ADAM: WE HAVE COMPLETED THE INSTALLATION OF THE ROOF SYSTEM. THE MANUFACTURER HAS ALSO CONFIRMED THE INSTALLATION IS ACCEPTABLE FOR WARRANTY. PLEASE LET ME KNOW IF YOU NEED ADDITIONAL INFORMATION. TIM of Oregon LLC P.O. Box 23819 Tigard, OR 97281.3819 503 620 -5252 503 6844310 Fax OR CCB # 135987 REPLY REQUESTED t/ I e6ed:09t# ' J1 1d90:6 t0/ tZ /Z0 LI YES U NO ' U URGENT SNYDER ROOFING GROUP OF COMPANIES AN EQUAL OPPORTUNITY EMPLOYER Since 1922 www.enyderroofing.00m of Washington LLC 20203 Broadway Avenue Snohomish, WA 98298 425 402 -1848 Fax 425 398-4444 ,WA LIC4 SNYDERW014MT 't't't'8669Zt' 6uTlood ,IepAug :Aq lases ., `�� � � 3' a •"s „ k "' „ c f} tiir�} 1 .t. irestOne '• REPAIRS FOR WARRANTY Complete Repairs, Sign, And Return 'Within 60 Days Of Inspection Building Name: �� P 4L A71ST /l L FBPCO No: 7 3 / Building Address: (only needs to be completed if address is different from PIN): SAY,/ E/ TU k t�/ ICU t ( /!R • Firestone Contractor (Firm Name): S ,,,.i Firestone License or Registration No: 2669 Contractor's Representative: 4? V ✓ Inspection Date: ,_t_i. Firestone nspector:__._____). .0 Phone 1- 800- 4284511(ext)• Requested Inspection: Rig ❑ 2nd ❑ 3rd ❑ 4th ❑ _th ❑ Interim _ ..% Completed ❑ Other: alt is the con ctor's responsibility to ensure the repair is completed per current policy, including repairs caused by other (CBO). System Type: ?PQ o Repairs Required ❑ The Following Repairs Must Be Completed Within 60 Days Of The Inspection Leaks Reported ❑Yes Ogle' PRIOR TO MAKING REPAIRS ALL SURFACES MUST BE CLEANED WITH SOAP AND WATER, RINSED AND DRIED, THEN FOLLOW PROPER SPLICING PROCEDURES .I \ \I• I'I \I I It \ 111: \. I. Apply Lap Sealant / Sealant Per Detail 2. Repair "Fishmouth" Or Wrinkle & Strip In Seam. 3. Strip In Seam/Flashing (A) Where No Seam Edge Treatement Was Applied. (B) Which Has Less Than The Minimum Required Lap (C) Where QuickPrime Was Not Applied properly or At An Inadequate Rate. (D) Seam Tape Not Properly Placed In Seam 4. Install "T" Joint Patches Per Detail 5. Strip -1n Seams With (A) Excessive / Insufficient Bleed Out (B) Feathered Lap Edges (C) improper adhesion 6. Batten/Seam Plate misplaced in Seam (Contact Firestone Technical Services) 7. Install T -Joint Patches at Roof Edge per Detail. It ■.I III -1 \. ( 1Ik \I k. 8. Install Base Tie -in and Flash Per Detail' 9. Apply Joint Cover To Vertical EPDM Seam Per Detail. 10. Cut Out And Repair "Bridging" I I. Reflash Outside Corner Per Detail: 12. Reflash Inside Corner Per Detail: II1011 \ \IHrss 13. Install (HorizfVert.) Termination / Counterflashing Per Detail: 14. Fasten Flashing o c Per Detail: 15. Apply Water Block Per Detail: 16. Re -Apply Lap Sealant to top of T -Bar: 17. Add additional fasteners to T -Bar to provide continuous compression: 18. Reflash Pipe Per Detail: 19 Install/Reflash Penetration Pocket Per Detail 20. Remove And Replace Soft Pourable Sealer. 21. Add Additional Pourable Sealer Or Roof Mastic To Shed Water I11< \I \..' .1 I I'I'I Its 22. Reflash Scupper Per Detail: 23. Drains: (A.) Replace Broken Drain Bolt. (B.) Tighten Loose Drain Bolt. (C.) Install Missing Drain Bolt/Clamp. (D.) Install 4' x 4' Target Patch. (E.) Strip -In Seam Within 18" Of Drain With 6" FormFlash. (F.) Unplug Drain. (G.) Install Screen Basket. (H.) Install Waterblock. (I.) Replace Missing / Broken Clamping Ring. (J.) Install 3' x 3' Modified Target Patch. (K.) Install Lead. (L.) Install Roof Mastic \11.1 III \\I 24. Install Additional Fasteners Per Specifications. (A) Insulation (B) Termination Bar (C) Base Tie -In (D) Drain Bar (E) In Seam 25. Fill Void In Insulation And Repair Per Firestone Specification 26 Repair Damaged Membrane/Flashing. 27 Locate And Repair Leaks. (Reinspection is necessary) 28. Install Protective Layer Under Wood Sleeper /Pavers. 29 Redistribute/Add Ballast To Provide Proper Coverage. 30 Install Walkway At Roof Access. 31. Submit Roof Drawing Showing All Seams And Penetrations 32. Remove Debris From The Roof. 33. Repair Unfused Membrane. 34. Additional Repair(s): Owners Representative at inspection: ❑ Sq Footage of Roof appears to differ from PIN By: UPON COMPLETION OF REPAIRS, REINSPECTION BY FIRESTONE ❑ Is not Necessary At This Time ❑ Is Necessary ❑ Field Deviation The above repairs were complete in accordance with Firestone's Specification's on: And the roof system now conforms with Firestone specifications. details, and installation requirements. Applicator's Signature' Title (Authorized Officer Or Agent): Please sign and return Yellow Copy to your Regional Technical Coordinator, by mail or fax. White - Firestone file copy Yellow- Acknowledgement: Sign And send copy to Firestone i Tan - Applicator file copy ROOF ACCESSIBI Installation Rati IT ONO II Ill IV V Sheet of • , , • • 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 .FAX • CWIL. ENGINEERING, LAND PLMNING, SURVEYING, ENVIRONMENTAL SERVICES . . Designed — Drown Checked — Approved Dots I, r Dello Horizontal Vertical For: o e ; • • • • - * • • . , GROUP HEALTH TUKWILA 112 AREAS DRAPR1G TO • _.- -10.O Ac "To L 12. Z? aorzrzecr IS.SS/4L Job Number 7390 Shat Of 4r ') h r 18215 72ND AVENUE 'SOUTH 0 KENT, WA 98032 . ? (425)251 -6222 • (425)251 -8782 FAX - .1n. A ;I1 < <.`, y0 `` i a,' CIVIL ENGINEERING, �, LAND PLANNING, G l ?4 ENatN' SURVEYING, ENVIRONMENTAL SERVICES Designed Drawn Checked Approved Dote Seale: r• r Date I By I Ckd. I Appr. Title: For: Revision GROUP HEALTh{ i { TUKVVILA i,►;.a .'):41,%!! ;r. s .„ Z�: h.: • TECHNICA I NIFOR International Gateway East II Group Health Cooperative C Letter ' Tukwila, Washington December 15, 1999 Revised May 15, 2000 Our Job No. 7390 RECEIVED D9 I3 CITY OF TUKWILA JUN 5 2000 GHA0 PERMIT CENTER ■-„,„ "if is CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 18215 72No AVENUE SOUTH, KENT, WA 98032 • (425) 251-6222 • (425) 251-8782 FAX 4,1* www.barghausen.com < 446- invook" TECHNICAL INFORMATION REPORT International Gateway East II Group Health Cooperative Tukwila, Washington December 15, 1999 Revised May 15, 2000 Our Job No. 7390 RECEIVED CITY OF TUKWILA JUN - 5 2000 PERMIT CENTER L ECE(VEL JUN -2 2000 I ANCE MUELLER & ASSOr CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 18215 72ND AVENUE SOUTH, KENT, WA 98032 • (425) 251 -6222 • (425) 251.8782 FAX www.barghausen.com s.< .0 ' : INTRODUCTION /GENERAL INFORMATION The subject parcel is approximately 13 acres in size, and is located within the southwest quarter o Section 10, Township 23 North, Range 4 East, Willamette Meridian, City of Tukwila, King County, Washington. More specifically, the property is located at the southwest corner of the intersection of East Marginal Way and South 124th Street. The enclosed vicinity map (Exhibit "A ") depicts the location of the proposed site. The subject parcel will be developed with two office/research buildings and associated paving, grading, drainage, utility, and landscape improvements (see Exhibit "B" .- Proposed Conditions Map). Currently, the northeastern portion of the site is a paved parking lot providing the existing Group Health Cooperative building across East Marginal Way additional parking area. Group Health Cooperative plans to construct an on -site parking garage to compensate for stalls lost due to construction of the research/development facility. The remaining portion of the site consists mainly of scattered second growth alder, thick brush, prairie grasses, and small areas containing wetlands. The site slopes generally to the north ranging from 0 percent to 20± percent. Soils on site appear to consist mainly of till -type soils (see Exhibit " C" - Existing Conditions Map). 7390.002 (BHE /jss /sm iOURCC: THOMAS GUIDC VICINITY MAP NORTH HP AA -EA r 4 IS a AWAA 5r- 400 Nantar 7390 0 0 0 I I 11 M. If T ifft y1 � \ .. :jr'iaiv` 4 7 . J..." YI•e tii: grtlttl twe �N't .. ' r, •� x. 11 ' t i+� s �. `�+� ES �� giro ,r COMPOSER �d� ^ �iR1 U:1i ', �a � •� �► 'i It bbl• "" 4 . t / / • ! r ti... �^ , ✓. »• it r .p8 I• � . -1' i i /I et N c1 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX CML ENGINEERING, LAND PUNNING, SURVEYING, ENVIRONMENTAL SERVICES 91...0 «DSO D.• 11/BL j Nfu.nNn 1 Vodka N/A C2,, 7 a P. ,i[ rLbUkL004 :, 1 .Ln. uuu,Lnr, 05 /15,.i4 GEa mat. i .3J u40000 a,.ft. I;.10. b.: i34L..i.. , r frr!.... .............. f rf' ° Of ��...• ^ SABEY CORPORATION 101 ELLIOTT AVE. WEST SUITE 330 SEATTLE, WASHINGTON 98119 -4200 (206) 281 -8700 DAB 000r. SITE PUN RMSKIN 15. 00 00 Sii ii - „.��• q ` \' .`1 1 .1: 7:�•IV'`I ; • ' S ` i ! l l °� tom ���: 1G:.j�� -••^ _t.'. / a1' ��, . .. J�.:r :. 7.y.�:;.•i_ (; 11 . +�.�. ,. . ?z. •;r'.u,. �, F=ir,xl:. r.a;it .�;., y .. ` j{ r i �I', -§... • ... t, / _ � '. . t M _ ... '_ b , Zi q Lr V ' as .ocJYi .. x y� a s GRADING AND STORM DRAINAGE PLAN INTERNATIONAL GATEWAY EAST II GROUP HEALTH COOPERATIVE TUKWILA, WASHINGTON 0 j or i yti mil eiNNIE T∎ btL 1�� era m :e �r `TIW�r1: gal atak • I ' . o • Tig 112 is8 $8 I a ces E N 4 Aq n Hill Ili 1 ,11 Pi 712 sit?, k p, kit; s8 kg 4§1 A 1 : Z Z — - A v p o`z kg� k4 g NI g P 1 M 4 Sr it\ ' • ttov 1]{ toil) W/ etu toil) i vuEt``s C YEW _ M _3Nth mg. S_ _ / 8 L : y. . F.'• 1 / p • SAY . 00 ~Y.7 . "� ..,� . ; • , -•.: '.: .......•; ", . r — • „ sett n • 0 ;• N I 0 • II rfi aq 00 00 • $. � t ?i1'tizi ii3 Qq ®a�11�4�/,. ` 1934sq - KW =i • f, I• ■176 • — • cif •� + "' ga k i ; ,7. :1) 4'4l#3 p �: 1:..,�.aa l•�saw le: 2. SNP' i3 , , r • ) i 0 • 2 101 il l 11 MI! 11 1.1 4 1 11 10 2 I El ill M C3„ 7 I I V RIR 3 MMA _ 'b I.. 3 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -6782 FAX CM. ENGINEERING, LAND WINNING, SURVEti1N0, ENVIRONMENTAL SERVICES • Wt. /T... 11575/.:4 437 :NON. r ...........340 ....... ..... ....•..� 2 R NMtw.W 1 . 03 . V.NcoI N/A 4 .116. u3., b.. ... 31a-T 14 \� S i '3 3 Z SABEY CORPORATION 101 ELUOTT AVE. WEST SUITE 330 SEATTLE, WASHINGTON 98119 -4200 (206) 281 -8700 atr....� NO s /13 /o0 Dot. NI. or NI. CAa DNB Amm SITE PUN RCMStON S , S TMI� GRADING AND STORM DRAINAGE PLAN INTERNATIONAL GATEWAY EAST II GROUP HEALTH COOPERATIVE TUKWILA, WASHINGTON 33 D v z C) D Z 0 2-I co m vv D_ Z D 0) m r D Z E ° O • • Tif2 'Ng mg 11 TN Fig g g g e l g 8 8 8M 411 454 i lA 6N 1 )11 16T 6N ingt eh, ygP I 1C1� Er O/ I _ X05 • • ' Mi� mas H M .:?r>r n•,.:u -z� ^. . } nfi0.. �w�. : �• •., .. a +�_T �� ; : !!'S1 ��l �Gi �1: Is sr�` ry (ey r 2".'.... 44- • ..,,,1-..-..-,-- I f.- •'' C------- ...4 • ��__i�.,+ i 4 1 � � _. /rt. tea .. 313.4 3-. 3 4, N 171 2: a • ;:r• r • 33 Rg R k I - e I' tn. e r " rA1S........ N/0 \` ' a 10040 • ` C tL �Xa as OL 7�¢s�C a 7J as oR 5L9oose4 :!4 401 f: i �: 1 ' I /3.0' • '1 ✓11, 5 x /9.0 /2,5 x Z'2i / 16.5 x /6.5 /.5.5 ;%20 .8.0 6.0 50 r 7. • • 1 5.5 8.0 x xr .6 t 0 I I, x II II y !I II II J I _ .- _ -• 5 _, ._ _ - /e•a - - -- _ :.. = �. /6 o is r— - CZI fr ` � �N " � in2 x t v too I . / /. 5 5.5 x y 3.5 1/.5 x 6.0 /i0 /5.5 r \ s; � 29.5 � MO 59. i\ I +6. r� 11.5 Cr] -, x D I- /4.0 75 •.5 • 12.0 7 .8.0 6.0 7 50 /3 • i r t 6..5 • x 8.0 ,6. 8.0 ,2/.5 75 8.0 x II 70 I I x ,, II I I I x 7.5 8.5 x 6.0 I I 8.0 9.0 5.5 X r r 5.5 Cullivolr:y //.5 r 15.5 x 6.0 x /7,0 6.5 .1 . .I I /QS ... i I I - .-. , /G ,5 1 1' - - - -/ O �,._°'- /60 �. _. -.A.-.. 9T?` . ^ � J • ';t..^.�:../ • T• !�'. i I.... , 6, �1 •.+:. `5 NI I lj ) '''I'''. . , /65 : tiv x --- �._.., . . I 1 1 1 /3.0 x 1.5.,5 /70 8.0 XTSTZ 1 gRVVC (r • x /6.5 16.0 x /6 x 2/5 I 2/.5 (6.0 2 5 /75 x 21,5 x 26.0 EX. CULV - L 17.0 I ... Part '3 .TYPE OFPERMIT , APPLICATION ." Ci Subdivision HPA 0 Short Subdivision O Grading • Commercial CI Other King County Department of Development and Environmental Services TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Project Owner Sabev Corporation Address Phone Project Engineer Karl Lundberg Company Barghausen Consulting Engineers, Inc. Address/Phone 18215 - 72nd Avenue South Kent, WA 98032 / (425) 251-6222 Part 2WPROSEcr A ND DESCRIPTION Project Name Location Township 23 North Range 4 East Southwest Quarter Section 10 . . Part',4...OTHER REVIEWS AND P ▪ DFW HPA L3 COE 404 O DOE Dam Safety • FEMA Floodplain DI COE Wetlands 0 Shoreline Management E3 Rockery El Structural Vaults 0 Other Part 5 SITE COMMUNITY AND DRAINAGE BASIN Community Tukwila Drainage Basin Duwamish River ! Parte L3 River El Stream O Critical Stream Reach Li Depressions/Swales ID Lake O Steep Slopes • Floodplain • Wetlands O Seeps/Springs O High Groundwater Table O Groundwater Recharge El Other 7390.002 [BEH/jssism] .p p'p yy,, Xy 'VIIi F��S 7 ag lit if. H{ ' .l 3 1;1,1 Soil Type "C" ❑ Additional Sheets Attached Slopes Flat - Moderate Erosion Potential Low - Moderate Erosive Velocities Moderate a�yCl ; E .ELOP, E 1T -I LIMITATION /SITE CONSTRAINT REFERENCE ❑ Ch. 4 - Downstream Analysis ❑ Additional Sheets Attached Part 9 ; ESC''REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION • Sedimentation Facilities • Stabilized construction Entrance • Perimeter Runoff control • Clearing and Grading Restrictions • Cover Practices • Construction Sequence ❑ Other MINIMUM ESC REQUIREMENTS AFTER CONSTRUCTION • Stabilize Exposed Surface • Remove and Restore Temporary ESC Facilities • Clean and Remove all Silt and Debris • Ensure Operation of Permanent Facilities ❑ Flag Limits of SAO and open space preservation areas ❑ Other 7390.002 [sEwjss /sm] � r � OA!: , Rb M1,�` oK l l. ,nh�., {..��. ao..t3�.knkrv.Eb1' /isa ° �1; f •.L P diail�3 ❑ Grass Lined Channel ❑ Pipe System ❑ Open Channel • Dry Pond • Wet Pond Facility Related Site Limitations Reference Facility • Tank ❑ Vault ❑ Energy Dissipater • Wetland ❑ Stream Limitation ❑ Infiltration ❑ Depression ❑ Flow Dispersal ❑ Waiver ❑ Regional Detention Method of Analysis Compensation /Mitigati on of Eliminated Site Storage Brief Description of System Operation Route runoff through series of pipes /catch basins to to wet /detention pond. • Part 11 ' TURAL'A LY, ❑ Cast in Place Vault • Retaining Wall • Rockery >4' High ❑ Structural on Steep Slope ❑ Other EMENTS/TRACT ❑ Drainage Easement ❑ Access Easement ❑ Native Growth Protection Easement ❑ Tract ❑ Other Part 13 SIGNATURE OF'PROFESSIONAL`.ENGINE I or a civil engineer under by supervision have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attachments. To the best of my knowledge the information provided here is accurate. Signed/Date 7390.002 [BEH/Jss /sm) • The northeastern portion (±2.39 acres) of the site is currently paved parking areas for the existing Group Health Cooperative located across the street to the east. Currently, runoff from this parking area sheetflows generally in a northerly direction to a series of catch basins and is tightlined to a detention pond located in the northwest corner of the site. Stormwater is then conveyed to the east in an easement adjacent to South 124th Street by a series of tightlines and catch basins and continues to the north along East Marginal Way South. The remaining portion of the site is currently undeveloped, and consists mainly of scattered second growth alder, thick brush, prairie grasses, and small areas containing wetlands. A portion of the site (±2.81 acres)leeds an existing wetland located near the eastern property line The majority of the runoff appears to be collected to the north along 124th Street, then continues east through a series of catch basins and tightlines, and then to the north along East Marginal Way South. A small portion of • the southeast corner of the site (0.55 acre) discharges off site to the northeast into an existing 30-inch storm drain located behind the Circus Tavern. The 30-inch storm drain continues to the east, joining the existing tightline system along East Marginal Way. Existing basins and flow patterns are depicted in Exhibit "C" - Existing Conditions Map. It appears that the site receives an insignificant amount of upstream flow from portions of South 126th Street and South 35th Street, along the western and southern property lines. • • • ••• „ . • • • • •• • . • • • • PRELIMINARY CONDITIONS SUMMARY ;74 • • • 7390.002 [BEH/jssism] A complete Downstream Drainage Analysis, dated September 27, 1909, was completed by Barghausen Consulting Engineers, :Inc. for this project and is included within this section, denoted as Exhibit E (Level' 1 Drainage. Study). c CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES ktra 60 OUR JOB NO. 7241 SEPTEMBER 27, 1999 REVISED: MAY 16, 2000 Prepared By: BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251-6222 TABLE OF CONTENTS 1.0 PROJECT OVERVIEW 3 2.0 UPSTREAM DRAINAGE ANALYSIS 3 3.0 ON -SITE DRAINAGE ANALYSIS 3 4.0 DOWNSTREAM ANALYSIS DESCRIPTION AND PROBLEM SCREENING 3 5.0 RESEARCH REVIEW 4 5.1 Reconnaissance Summary Report 4 5.2 Critical Area Drainage Maps 4 5.3 Floodplain/Floodway FEMA Maps 4 5.4 Other Off -Site Analysis Reports 4 6.0 SENSITIVE AREA FOLIOS 4 7.0 SWM DRAINAGE INVESTIGATION 4 8.0 WETLAND INVENTORY MAPS 4 9.0 DETENTION/WATER QUALITY 5 10.0 CONCLUSION 5 EXHIBITS EXHIBIT A VICINITY MAP EXHIBIT B DRAINAGE AREA MAP EXHIBIT C OFF —SITE ANALYSIS DRAINAGE SYSTEM TABLE EXHIBIT D ASSESSOR'S MAP EXHIBIT E FLOW CONTROL APPLICATIONS MAP EXHIBIT F WATER QUALITY APPLICATIONS MAP EXHIBIT G BASIN STUDY EXHIBIT H SENSITIVE AREAS FOLIO EXHIBIT I WETLAND INVENTORY MAP EXHIBIT J KING COUNTY SOILS SURVEY EXHIBIT K PROPOSED CONDITIONS MAP EXHIBIT L DETENTION CALCULATIONS EXHIBIT M WATER QUALITY CALCULATIONS LI 1.0 PROJECT OVERVIEW 2.0 UPSTREAM DRAINAGE ANALYSIS The International Gateway East II project consists of two parcels of approximately 12.8 acres in size and is located within the Southwest quarter of Section 10, Township 23 North, Range 4 East, Willamette Meridian, City of Tukwila, King County, Washington. More specifically, the property is located at the southwest corner of the intersection of East Marginal Way and South 124th Street. The attached Vicinity Map (Exhibit A) depicts the location of the proposed site. The subject parcel will be developed with two research and development buildings and associated paving, grading, drainage, utility, and landscaping improvements. Currently the northeastern portion of the site is a paved parking lot providing the existing Group Health building across East Marginal Way additional parking area. Group Health plans to construct an on -site parking garage to compensate for stalls lost due to construction ofthe research/development facility. The western portion of the site consists mainly of second growth alder, thick brush, and some prairie grasses. The slopes within the site range from 0 percent to 20 percent. The field visit for this report was performed Friday, September 14, 1999. The site is bordered by East Marginal Way and developed commercial sites on the eastern property line and South 124th Street on the north and bordered by 35th Street along the west property line. The southern property line is bordered by South 126th Street. Based on review of the topographic maps provided to us by the City of Tukwila, as well as field reconnaissance, it appears that the site receives no upstream drainage from the property to the south. It appears that any upstream flow reaches South 126th Street and is diverted to the east away from the site. The limits of the upstream area tributary to South 126th Street are shown on the Drainage Area Map (see Exhibit B). Upstream drainage will continue to be bypassed upon development of the site. 3.0 ON - SITE DRAINAGE ANALYSIS Runoff from the paved portion of the site flows from the south to the north, being intercepted along the way by a series of catch basins and tightlines, eventually collecting within a catch basin located at the entrance of the parking lot. Stormwater is then conveyed from this catch basin to the west into an existing detention pond located along the north property line of the site by a 12 -inch tightline and an open ditch. This detention pond is located along South 124th Street and is approximately 200 feet long, 50 feet wide, and 4 feet to 5 feet deep. Currently, the pond is overgrown with thick vegetation, cattails, and some scattered alders. An existing ditch located within the property along South 124th Street appears to pick up some flow from the undeveloped portion of the site and convey it into the existing detention pond. This ditch is approximately 2 feet wide, 4 feet deep, 2:1 vertical side slopes, and vegetation/earth lined. The remaining runoff from the undeveloped portion of the site reaches the pond by a combination of sheetflow and concentrated shallow flow. The runoff is then routed out of the pond by an existing storm drain manhole located by the northeast corner of the detention pond. This manhole appears to convey the runoff to the east along South 124th Street via a 15 -inch storm drain pipe. Also, the manhole appears to overflow into an existing ditch located along South 124th Street. Based on field reconnaissance and conversations with John Howitt, City of Tukwila, this flow has no outlet and appears to infiltrate into the ground once it outlets into the ditch. 7142.001 [BHE/jss/mmj 4.0 DOWNSTREAM ANALYSIS DESCRIPTION AND PROBLEM SCREENING Once the stormwater flow leaves the site through the previously mentioned 15 -inch storm drain pipe, it is conveyed to the east along South 124th Street for approximately 390 feet, then outlets into an existing storm drainage manhole located along South 124th Street. The pipe then enlarges to 18 inches and continues east for approximately 75 feet where it outlets into an existing storm drain manhole located at the intersection of East Marginal Way and South 124th Street. The flow is then conveyed north out of this manhole via a 48 -inch storm drain along the western side of East Marginal Way South. According to John Howitt, the 48 -inch storm drain system may be conveying one branch of Riverton Creek through this area. This flow continues north for approximately 1,800 feet where it intersects with State Route 509 and is conveyed into the SR -509 ditch and continues in a north/northwesterly direction along SR -509. 5.0 RESEARCH REVIEW The following is a description of each resource reviewed in preparation of this Level 1 Drainage Analysis: 5.1 Reconnaissance Summary Report: This site is included in the Duwamish River Basin. Please see Exhibit E - Basin Study. 5.2 Critical Area Drainage Maps: According to the 1998 King County Surface Water Design Manual, Basic Water Quality Treatment and Level 1 Flow Control is required for the undeveloped portion of the site. For the developed portion of the site, detention calculations will be completed using the 1991 King County Surface Water Design Manual. 5.3 Floodplain/Floodway FEMA Maps: As indicated by the FEMA map, the proposed project site does not lie within a floodway or floodplain. Please see Exhibit H. 5.4 Other Off -Site Analysis Reports: In review of the Basin Study (Exhibit H), a site investigation was conducted in preparation of this Level 1 Drainage Analysis. The U.S. Department of Agricultural Soils Conservation Service map does not cover the subject site. Please refer to Exhibit G. 6.0 SENSITIVE AREA FOLIOS After review of the King County Sensitive Area Folios it was evident that the subject site incorporates no sensitive areas, as indicated by the folios. See Exhibit F - Sensitive Area Folios. 7.0 SWM DRAINAGE INVESTIGATION After research and pursuant to verbal conversations with the City of Tukwila it appears that our site and our site's downstream does not incorporate any drainage complaints. 7142.001 [BHE/jss/mm] 9.0 DETENTION/WATER QUALITY Detention volume and flow release rates for the developed site will be determined separately for each half ofthe site as described below. 10.0 CONCLUSION .0 WETLAND INVENTORY MAPS • A review of the King County Wetland Inventory maps indicated that there are no recorded wetlands associated with the subject property. Detention for the entire site will be designed in accordance with the 1998 KCSWDM. Level 1 Flow Control using King County routed time series methods is required. Pre-developed peak flows for the 2- and 10-year/24-hour design storms will be matched respectively, following development. the existing parking lot will be analyzed according to the redevelopment method. The remainder of the site will be counted as passive till, except the wetlands. Water quality will be provided by a wet/detention pond located in the northwest comer of the site. The wet pool volume will be designed in accordance with the 1998 KCSWDM requirements for basic wet pond design. The pond is sized for the entire research/development parcel, as well as future development on the parcel to the south of the property. The proposed project will providelevel 1 Flow Control and Basic Water Quality Treatment. Because the proposed project incorporates King County and City of Tukwila design requirements, we feel there will be no adverse impact on areas downstream of the site. 7142.001 [IIHE/jssimm] SOURCE :THOMAS GUIDE VICINITY MAP NORTH RAINAGE AREA MAP IP.0 Cu /6...5 /5.5 %9.0 /2,5 x x 2/..5 /65 5.. • r • 8.0 6.0 1' i 7. /3 1 Ti 5 7.i 5T. 19.0 /2.5 75 A 5 • 12.0 ' • /2 .8.0 6.0 • , , . , . • ,'. . . „ :. • . „ . , • . (. r • J 8.0 6. 0 ! 8.0 75 8.0 7 1.5 7.5 . 2/5 hoc r • 7 - ' 8.5 5.5 6.0 5.5 0 /5.5 • Iii 1 \ 6.0 N , /7 0 /6• • /60 / ; c\,15.)7c-4 : 5 N "5 C'‘ /5.0 8.0 x•rsTr (J- firtyvc•J Cr 14.0 I '11, /1.0 ,,- )), '3.0 C I \ x , .. . II, .. ) -CZ r• - N 555 X /6.5 /6.0 16.5 /6 /5.,5 r / 70 225 215 2/.5 N /7.5 2/.5 26.0 • i o EX. CULVERTAMTL-P-Te- -SITE ANALYSIS DRAINAGE SYSTEM TABLE '-'' g - - - -- ..... "' : " 7----- ' ...- ' - ' - '' T--c; "''''' Drainigeo --- :: =- 7 , "sgzaponeAtiwt e; NaRe, and Siz :OA; , -. -,..- .,....- -- `... 7; . ...', - e ..., 1", ..,...!;;., ' ',' V .•-, ,'" , F' ' ,‘: 1,a19,44 , .. - `,;:7,:. ..., ' ' Description : 7. ::-:■::,.:, - .i , : ----= ' 4t*af.:14.1+7:124; e - .;•.:". '1, `r-15.Z:V...;........W.Y I:: * ..., ,,, -... — - : - ,,- . ..••::; . , ,-,;,-.....-.,,,- 4, :, istifice ---,, „ ;:,: rw Site :,- fro - Diseharge ..•. , e -,- - , --.4 - - . - L , :e - ez.: ,,, . • SjiMbi "- ,----, ...:-..., e N -, - - -'.- , -,=;: ...-:::, Prob ::- -... - .'& , ..%Votei#4al v Ar , : !---- *--- Problems - `•-•:' , N - ''. ' Pro b1-51 -;..J... ''Zi - ;,:i .' z$49-0, . e-ie-A-: ce , R6vi , .- -4) .-, - esour : v. 0f 510 4 :: - See Map Type: sheet flow, swale, stream, channel, pipe, pond; size, diameter, surface area Drainage basin, vegetation, cover, depth, type of sensitive area, volume % Ft Constrictions, under capacity, ponding, overtopping, flooding, habitat or organism destruction, scouring, bank sloughing, sedimentation, incision, other erosion Tributary area, likelihood of problem, overflow pathways, potential impacts 1 Existing detention pond. N/A On-site Heavily overgrown. No apparent problems. 2 Drainage ditch. 2:1 side slopes, grass/earth lined. Appears well maintained. Varies 0-100' Handles overflow from pond. Appears to infiltrate flow. 3 Control structure. Conveys flow to east along South 129th Street. N/A On-site Heavily overgrown. Unable to open structure. 4 Tightline. 15" tightline enlarges to 18" at CB along South 129th Street. 1 % ± 0-365' No apparent problems. 5 SDMH. 18" SD from site goes into MH from west. N/A 365' Appears well maintained. 6 48" SD. Conveys flow out of MH to north along East Marginal Way. 1 % ± 365' + Conveys flow past 1/4 mile limit of analysis. Basin: Duwamish River OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE Subbasin Name: Subbasin Number: 7142.002 [BHE/mm] SSESSOR'S MAP zzsci ,1 o w c o 1 19yg9a • 0 0r . or Lr fls a/ as a- 05 La i taor•r �.— r •�c: v S o s .a 9 J.0 o + y o •t L r , *1 9 Y` 00 t 6! wI/ •o � V 96 os! O • 0 Zti 1 VI E/ 5 0 ii ft/ oc+ • r• 0T• are 0 i/ p L1 la 0 � 0 J 03 • 1 SZ , IZ LZ B2 . 6Z . Ci f iTe 0 Z FLOW - coNTR04::...M.:,AP.:.:...:,:• e' ts; �j� +n rd „_ ^h • '���i�NY ° .� - ' n.:. ° sa�d.�`” :`�`% `x?y,•m.S`�M. "•;3!�:�..'a��-= n.S.s+y"h� `yY Yy�.'"L'3.,,+�^ -�K: - 'y {i_5�a.: <�?. &",w:,.��F,.. Y: ',k;� �:�j:'. +zar "... «.._,�i 0. w 2 O Z RECONNAISSANCE REPORT , Na 26 DUWAMISH' RIVER - BASIN Natural Resources and Parks Division and Surface Water Management Division King County, Washington `�E • Department of Public Works Don. LaBelle, Director Surface Water Management Division Joseph J. Simmler, Division Manager Jim Kramer, Assistant Division Manager Dave Clark, Manager, River & Water Resource Section Larry Gibbons, Manager, Project Management and Design Section Contributing Staff Doug Chin, Sr. Engineer Randall Parsons, Sr. Engineer Andy Levesque, Sr. Engineer Bruce Barker, Engineer Amy Stonkus, Engineer Ray Steiger, Engineer Pete Ringen, Engineer Consulting Staff Don Spencer, Associate Geologist, Earth Consultants, Inc. John Bethel, Soil Scientist, Earth Consultants, Inc. P:CR King County Executive Tim Hill King County Council Audrey Gruger, District 1 Cynthia Sullivan, District 2 Bill Reams, District 3 Lois North, District 4 Ron Sims, District 5 Bruce Laing, District 6 Paul Barden, District 7 Bob Grieve, District 8 Gary Grant, District 9 Parks, Planning and Resources Joe Nagel, Director Natural Resources and Parks Division Russ Cahill, Division Manager Bill Jolly, Acting Division Manager Derek Poon, Chief, Resources Planning. Section Bill Eckel, Manager, Basin Planning Program Contributing Staff ' Ray Heller, Project Manager & Team Leader Matthew Clark, Project Manager Robert R. Fuerstenberg, Biologist & Team Leader Matthew J. Bruengo, Geologist Lee Benda, Geologist Derek Booth, Geologist Dyanne Sheldon, Wetlands Biologist Cindy Baker, Earth Scientist Di Johnson, Planning Support Technician Robert Radek, Planning Support Technician Randal Bays, Planning Support Technician Fred Bentler, Planning Support Technician Mark Hudson, Planning Support Technician Sharon Clausen, Planning Support Technician David Truax, Planning Support Technician Brian Vanderburg, Planning Support Technician Carolyn M. Byerly, Technical Writer Susanna Hornig, Technical Writer Virginia Newman, Graphic Artist Marcia McNulty, Typesetter Mildred Miller, Typesetter Jaki Reed, Typesetter Lela Lira, Office Technician Marty Cox, Office Technician TABLE OF CONTENTS V. • MAP INTRODUCTION III. FINDINGS IN DUWAMISH RIVER BASIN Overview Effects of Urbanization Specific Problems Erosion of channel banks and streannbeds Flooding in some locations Further degradation of water quality V. RECOMMENDATIONS A. Safeguard against continued erosion B. Improve overall effectiveness of surface water management C. Improve habitat conditions, particularly in tributaries APPENDICES: APPENDIX A: Estimated Costs APPENDIX B: Capital Improvement Project Ranking APPENDIX C: Detailed Findings and Recommendations L ' SUMMARY !Litol I,'.Si:hTiY.;`^th7' UPti.YY YY�:CR�.^:1fY..1r .tla+tn m+w.....�..+..........� . The Duwamish River Basin, in western King County, is intensely urbanized. Commercial and industrial land uses dominate the basin on either side of the Duwamish River and along its valley. Single - family residences are located along the valley walls and on the plateau above the valley; residential land uses are expected to reach saturation by the year 2000. In the process of urbanization, nearly all of the basin's tributaries have been piped and chan- neled. Outfall pipes within the tributary network are fitted with flap gates to minimize the effects of flooding when the Duwamish River rises during flood stages or as a result of tidal influences. Other alterations to the stream system in the lowland areas include the placement of numerous artificial channels and culverts underneath State Roads (SR) 99 and 599. These carry runoff from three major freeways, as well as from extensive parking lots, one airfield (Boeing), and industrial areas, to the stream system. All wetlands except one have been eli- minated in the basin. Not surprisingly, there are serious environmental problems throughout the basin. The most serious of these, water quality, is being studied by numerous public agencies. The recon- naissance, which focused on drainage and erosion problems and resulting contamination of the stream system, identified several problems. First, bank erosion and mass - wasting were observed in many locations, the most serious instances occurring along steep valley walls. Second, flooding occurs in some places, most notably in the Allentown area. And third, degradation of the tributaries from sidehill drainage is one of many factors accounting for the fact that fish habitat is nearly nonexistent. The field team investigating the basin recommends that 1) erosion be slowed by implementing planning, engineering, and regulatory measures; 2) the general effectiveness of surface water management be improved with a combination of enhanced maintenance on existing facilities and the construction of new facilities where needed; and 3) habitat conditions be improved where feasible, particularly those related to poor water quality from sidehill drainage. H. INTRODUCTION: History and Goals of the Program In 1985 the King County Council approved funding for the Planning Division (now called the Natural Resources and Parks Division), in coordination with the Surface Water Management Division, to conduct a reconnaissance of 29 major drainage basins located in King County. The effort began with an initial investigation of three basins -- Evans, Soos, and Hylebos Creeks -- in order to determine existing and potential surface water problems and to recom- mend action to mitigate and prevent these problems. These initial investigations used available data and new field observations to examine geology, hydrology, and habitat con- ditions in each basin. Findings from these three basins led the King County Council to adopt Resolution 6018 in April 1986, calling for reconnaissance to be completed on the remaining 26 basins. The Basin Reconnaissance Program, which was subsequently established, is now an important ele- ment of surface water management. The goals of the program are to provide useful data with regard to 1) critical problems needing immediate solutions, 2) basin characteristics for use in the preparation of detailed basin management plans, and 3) capital costs associated with the early resolution of drainage problems. The reconnaissance reports are intended to provide an evaluation of present drainage con- ditions in the County in order to transmit information to policymakers to aid them in deve- loping more detailed regulatory measures and specific capital improvement plans. They are P:DU 1 XCF. t�nrtsaia ,:7NV}vgt� ^.Y.9.rvY.�nt}.. Duwamish River Basin (continued) not intended to ascribe in any conclusive manner the causes of drainage or erosion problems; instead, they are to be used as initial surveys from which choices for subsequent detailed engineering and other professional environmental analyses may be made. Due to the limited amount of time available for the field work in each basin, the reports must be viewed as descriptive environmental narratives rather than as final engineering conclusions. Recommendations contained in each report provide a description of potential mitigative measures for each particular basin; these measures might provide maximum environmental • protection through capital project construction or development approval conditions. The appropriate extent of such measures will be decided on a case -by -case basis by County offi- cials responsible for reviewing applications for permit approvals and for choosing among com- peting projects for public construction. Nothing in the reports is intended to substitute for a more thorough environmental and engineering analysis possible on a site - specific basis for any proposal. IIL ,FINDINGS IN THE DUWAMISH RIVER BASIN The field work in the basin was conducted in February 1987 by Ray Heller, resource planner, Lee Benda, geologist; and Arny Stonkus, engineer. Their findings and recommendations follow. A. Overview of the Basin The part of the Duwamish River Basin under King County jurisdiction is located in western King County along the Interstate 5 (I -5) corridor, just south of Seattle and north of Tukwila (the basin's northern and southern boundaries, respectively). The western boundary abuts the Miller and Salmon Creek Basins, while the eastern boundary abuts the Lake Washington Basin. The basin contains the King County Airport at Boeing Field and portions of SR 99, 509, and 599 as well as I -5. Historically, the Duwamish River flowed north from the confluence of the Green and Black Rivers. The Black River no longer exists, but the Green River north of its historic confluence is still referred to as the Duwamish and this report identifies the associated basin as the Duwamish River Basin. The Duwamish River flows north through the communities of Allentown and South Park and through the Duwamish industrial area in south Seattle. The river -- known as the Duwamish Waterway near its mouth — splits around Harbor Island into the East and West Waterways before • discharging into Elliott Bay, adjacent to downtown Seattle. The reconnaissance excluded subbasins wholly within the city of Seattle. The Duwamish River Basin is intensely urbanized, with commercial and industrial land uses predominating on either side of the river along the valley bottom. The sidesiopes and plateaus above the valley are mainly used for single- family residences, with multi- family residential and commercial land uses also present in various locations. All of the unincorporated portion of this basin is within the Highline Community Planning Area, which lost population between 1970 and 1980. The population level has stabilized and moderate growth is expected in all types of land use by the year 2000. Most future growth in commercial and industrial land uses will be in the river valley bottom currently used for these purposes. Single- family and multi - family housing will reach saturation on the valley sideslopes and on the upland plateau. P:DU 2 Duwamish River Basin (continued) Dominant geologic and geomorphic features. The geology of the Duwamish River Basin consists of sedimentary and volcanic bedrock, glacial deposits of various ages and types, and alluvium in the valley bottoms. The major bedrock outcrops appear in the southern portion of the basin near Tukwila and consist of sandstones and intrusive volcanic rocks. Glacial sediments include undifferentiated pre- Vashon sand and gravel, Vashon till, recessional outwash sand, and glacio - fluvial sand and gravel. Till is found along most of the highlands and generally caps the drumlinoid hills. Recessional out - wash sand is interspersed throughout the till and is commonly found along shallow stream valleys and other depressional areas. Landslide deposits exist within steep - walled tributary valleys. Recent alluvium, composed of gravel, sand, and silt, fills the Duwamish Valley and the bottom of the tributary valleys. The morphology of the basin is dominated by the valley of the Duwamish River. The valley is cut into sedimentary and volcanic bedrock. While the Duwamish River once meandered across its floodplain on the valley floor, it now flows through a diked chan- nel, as do its tributaries. During the last several glaciations, sediments were deposited on the bedrock in the form of glacio - fluvial sand and gravel, recessional outwash sand, and till. These glacial deposits were shaped into drumlinoid hills, with axes trending northwest- southeast. Drainage channels in the uplands are not well developed or integrated. Where drainage was routed over the valley walls, deep narrow valleys were formed through the glacial sediments. Landslides formed hummocky and chaotic terrain along the steep walls of tributary valleys and of the Duwamish Valley. Hydrologic and hydraulic features. Several highly urbanized subbasins, all distinct in character from one another, make up the Duwamish River Basin. Some • natural drainages display undisturbed riparian environments, while severe erosion, scouring, and downcutting typify others. The majority of the basin's tributaries are either piped or ditched as they approach the lowland areas and their confluences with the Duwamish River. Outfall pipes within the tributary network are usually fitted with flap gates to minimize the backwater effects of flooding in the river. Alterations to the stream system in the lowland areas include many artificial open channels and major culverts that cross SR 99 and 599. Drainages in the upper subbasins flow through natural swales, steep natural channels, and ravines, as well as through numerous culverts. Many of the streams flow peren- nially from groundwater sources. Reconnaissance revealed that natural storage systems are nearly nonexistent in this basin: There are no lakes and only one small wetland. Habitat characteristics. The fate of stream habitat and fish in this basin was deter- mined during the late 1800s through the 1950s. During this time the Duwamish floodplain was almost totally filled, and the river was dredged and diked. As already described, this process of urbanization completely eliminated the natural features of the river and its corridor. In addition, the discharge of oils and other toxicants from thousands of acres of industrial land and the dumping of domestic garbage (which is common although illegal) have produced serious water quality problems along the waterway. Water pollution has caused documented fish kills in recent years, resulting in fines against the responsible parties. In addition, Metro, King County, the Washington State Department of Ecology (DOE), and the U.S. Environmental Protection Agency P:DU 3 .....,._._.,....... �., .....�,.,..w:w.wa�rf��x- e+.w�.x N! trnt. Triats[. aT. �.? 1�C 7#?' 4t�, 3; k'::%(33s.:.M�.^.w3N.��es•x�+-w Duwamish River Basin (continued) (EPA) have initiated studies to better define problems and solutions in order to improve water quality along the river. No anadromous fish were found in any of the streams at the time of reconnaissance. Resident fish may exist but were not observed during the reconnaissance study. Streams on the valley slopes and upland plateau are also devoid of fish. The tribu- taries in these upland areas show evidence of damage from the high flows of urban runoff, contamination from garbage dumping, introduction of other toxicants, alterations, filling, and high sediment loads. Most streams have few pools or the large organic debris necessary for fish refuge. Two streams (Trib. 0002, 0003) do have some instream and riparian habitat structures (e.g., protective streamside vegetation, pools, and large organic debris) that might support trout. The possibility of enhancing these fish habitats should be explored and if feasible pursued. B. Effects of Urbanization in the Basin The same process of urbanization that has contaminated the waters of the Duwamish River Basin and destroyed most of the fish and fish habitat has also severely impacted the basin's drainage system. Erosion of channel beds and banks has produced heavy sediment loads, which have been carried down steep gradients and deposited on the valley floor. Deposition points have too often been within artificial conveyance systems, which have become clogged and constricted during times of heavy flows. This inability of the drainage system to handle higher flows is particularly noticeable in the lower stretches of Tributaries 0001A, 000113, 0002, 0003, and 0003D. When high flows in the Duwamish river cause floodgates to close at tributary outfalls, flows that originate in the eastern subbasins back up in local conveyance systems in Allentown and cause flooding. Pipe outfalls exist at river miles 7.70 and 7.80. Highway contaminants produce many of the water quality problems in the basin. Most contaminants enter the stream and storm systems unabated by pollution- control devices such as oil /water separators. One drain pipe outfalls onto a steep slope at South 112th Street, just above SR 509. This pipe is discharging noticeable amounts of gasoline and oil from an unknown source, killing insects and plant life on the slope. G Specific Problems Identified As noted earlier, there are a number of public agencies presently studying the severe water quality problems present in the Duwamish River Basin. The goal of these studies is to recommend mitigation measures in the Duwamish Waterway. The reconnaissance work presented here focused primarily on drainage problems in the tributary subcatch- ments, with secondary emphasis given to water quality and habitat problems. 1. Erosion of channel banks and stzeambeds was found in numerous locations throughout the basin. However, urbanization is so advanced in this basin that development - related erosion is actually at a minimum. In general, streams and bluffs in the lower Duwamish River Valley are stable and show only moderate increases in erosion. Serious erosion found during reconnaissance was restricted to the steep-walled tributary valleys and areas along valley walls of the Duwamish River. For example: P:DU 4 c Duwamish River Basin (continued) a. Channel -bed erosion occurs on Tributary 0003G at river mile .95. The cause is uncontrolled urban runoff; the problem will continue if not addressed. b. Bank erosion and scouring occur on Tributary 0003E at river mile .00. Debris is building up at the headwall, causing flows to damage the bank. Increased storm flows from development are apparently the cause. c. Instream bank erosion is occurring on Tributary 0002 at river mile .55, with no apparent abatement. Bank erosion also is occurring along the channels of Tributaries 0002 and 0003, presumably from development - related increases in flows. d. Road embankment erosion is occurring on Tributary 0002E at the 47th Avenue and South 109th Street intersection. The resulting sediment is filling two 36 -inch culverts at the lower end. The flows will back up onto private property if the culverts are not cleaned. e. Hillside erosion is occurring at South 112th Street above SR 509, where a pipe discharges directly onto a steep slope. There is no energy dissipation for flows. f. Two landslides were observed on the valley wall beneath residences in the valley of Tributary 0002 at river mile .70. These may have occurred because of the stormwater that is routed directly onto steep slopes, a situation made worse by vegetation removal along the slope. Another landslide has occurred in bedrock at Tributary 0003, river mile .16, along the main valley of the Duwamish River. 2. Flooding occurs in some locations along the Duwamish River system. For example: a. Outfall from Allentown to the Duwamish (Trib. 0001, RM 7.70 and 7.80) will continue to back up when the floodgates are closed at times of high flows. b. Flooding of the storm system at the intersection of Eighth Avenue S and South 100th Street is being caused by sedimentation, which fills and constricts the pipes there. If allowed to continue, flooding could lead to accelerated road failure. 3. Water quality is being further degraded in several locations: a. The illegal but common practice of dumping domestic garbage in streams is very prevalent. Tributaries 0001E and 0001F both had large amounts of garbage in them. b. There arc possible leakages of septic tanks into Tributary 0001F at river mile .12. The stream had a septic odor on the date it was examined. c. Sediment from an upstream fill is producing water quality problems on Tributary 0002A, river mile .15. Sediment in turn is filling pools. Downstream from the Glendale golf course on Tributary 0001E, there are P:DU 5 P:DU . rraseer.+ savr.".meU+,1;garYJ axilVer e+rn»w:�ukan.w Duwamish River Basin (continued) excessive amounts of sediment and algae in the water. Algae could be the . result of fertilizers and sprays at the golf course. IV. RECOMMENDATIONS FOR ACTION Controlling erosion and increasing the overall effectiveness of surface water management are the main goals in the Duwamish River Basin. A. Use planning and regulatory measures as a long -term safeguard against continued ero- sion and other mass-wasting. 1. Enfonce the County's Sensitive Areas Ordinance and slope regulations along steep slopes of tributaries and the Duwamish River Valley. 2 Prohibit the routing of stormwater onto steep slopes without energy dissipation and other appropriate measures to control runoff in a safe, nonerosive manner. Designate certain portions of the tributary valleys as landslide hazard areas in the Sensitive Areas Map Folio. 4. Establish native growth protection easements in tributary valleys. This will make banks more stable and provide a source of large woody debris for energy dissi- pation in streams. Both are erosion - control measures. B. Improve the overall effectiveness of surface water management in the basin. 1. Increase maintenance of present conveyance facilities to assure they are functioning properly. a. Clean debris and silt from two 36 -inch culverts on Tributary 0002E at the 47th Avenue S and South 109th Street intersection in order to reduce moisture intrusion into the base course of the road. b. Repair the damaged manhole at the intersection of Eighth Avenue S and South 100th Street. Construct an inlet structure with sediment /silt control to alleviate overtopping of the channel and to prevent further destruction of the road. 2. Construct new facilities for conveyance and R/D as needed for flood control and overall drainage efficiency. a. Install a pumping station in Allentown on Tributary 0001 at river miles 7.70 -7.80 to reduce flooding when the Duwamish River is running high at the outfall of these two points. Pump flows into the Duwamish River. b. Tightline flows using energy dissipatora at South 112th Street above SR 509 to disperse water beyond the steep slopes, which are now being eroded. 6 c. As a measure of additional storage, encourage the city of Tukwila to construct an R/D facility on Tributary 0003G, near the intersection of 44th Street S and South 31st Place, to aid in controlling peak flows. Conveyance pipes in this vicinity are presently undersized. King County should work with the ewes of Seattle and Tukwila where drainage basins are shared. Some tributaries may call for basin plans. 4. Surface water management and discharges into the Green and Duwamish Rivers should be coordinated with the principles and requirements of the Green River Management Agreement. Improve habitat conditions, where feasibk, particularly those related to the contamination of tributaries by sidehill drainage. 1. Improve enforcement of no-dumping ordinances by King County and the city of Seattle. 2. Establish stream corridor guidelines, including setbacks limiting clearing and other regulatory measures as appropriate to protect the remaining habitat in the basin. Duwamish River Basin (continued) P:DU 7 ? riI 1 Oh Mt E. Milan IN 1 VAIM ;2:1 , Ell* ' 'a gi Eli r Iniu M ( I "Ifillir, =NIL III II MEM toik 1%: rairl"' " 1 l aUtSial *gin � N I AIN 11 01 \ saw- I k ik % n "Si , iii =is IV DUWAMISH RIVER BM:, . Basin Boundary Subcatchment Boundary O Collection Point —•—• Stream 000t Tributary Number *1301 Proposed Project 0 Y2 1 Mile • Indicates project was identified by Surface Water Management office prior to reconnaissance. NOTE: All projects are located on map included in this report. Project Number 1301* 1304 P:DU.APA Collect. Point 7 21 Project Description Construct R/D-siltation pond adja- cent to 8th Ave. S. and between S 100th St. and S 96th St. (4 acre- . ft. of capacity). Installation of pump station. 1306 27 Construct R/D facility at 133rd St. S and S Marginal Way E. Problem Addressed Reduce downstream flooding and siltation. Reduce downstream flooding in Tukwila. Reduce flooding in Allentown from con- veyance system backups when high flows occur in the Duwamish River. ffl APPENDIX A ESTIMATED COSTS: PROPOSED CAPITAL IMPROVEMENT PROJECTS DUWAMISH RIVER BASIN and Comments Estimated Costs $140,000 (dependent on acquir- ing right-of-way from Seattle City Light) $100,000 $2"000 l (dependent costs) i%and ) acquisit . , . , . .„ . , - ' • APPENDIX B CAPITAL IMPROVEMENT PROJECT RANKING DUWAMISH RIVER BASIN Prior.: to the field reconnaissance of the Duwamish River Basin, five projects had been identified and rated using the CIP selection criteria developed by the Surface Water Management (SWM) and Natural Resources and Parks Divisions. Following the reconnaissance, three projects remain pro - posed for this area Three projects were eliminated based on the consensus of the reconnaissance team. One of the projects has already been completed, one had no apparent problems, and the other project could not be located. One project (1306) was added. The previous SWM capital improvement project list for the Duwamish River Basin had an estimated cost of $1,280,000, while the revised cost estimate changes to $462,000 for the three projects. This 64% reduction is due mainly to the elimination of three previously identified projects. The following table summarizes the scores and costs of the proposed CIPs for the Duwamish River Basin. The projects were rated according to previously established SWM Program Citizen Advisory Committee criteria. The projects ranked below are those for which the first rating question, ELEMENT 1: "GO /NO GO," could be answered affirmatively. These projects can now be con- sidered for merging into the "live" CIP list. Any project scoring over 100 points should be con- sidered for incorporation into the six -year CIP list. COST PROJECT NO. SCORE 1306 127 $222,000 1304 45 100,000 1301' 30 140,000 TOTAL $462,000 * Indicates project was identified by the Surface Water Management Division prior to reconnaissance: P:DU.APB B -1 Trib. & Collect. Existing Item* River Mile Point Category Prop. Proj. Conditions and Problems I 3 1 All items listed here are located on final display in the offices of Surface Water Management, Building and Land Development, and Basin Planning. P:DU.APC 7 Hydrology 1301 Rat area with stream meander under Seattle City Light transmission towers. SWM-proposed cm site. 7 Hydrology Altered manhole (hole knocked into side). Sedi- ment buildup in system. Road failing just down- stream. 9 Hydrology • * APPENDIX C DETAILED FINDINGS AND RECOMMENDATIONS DUWAMISH RIVER BASIN Hillside above State Road 509 and below S 112th St. suffers from erosion caused by outfall. No energy dissipation. 4 0001 21 Hydrology 1304 Water backs up in con- RM 7.70 & veyance system into 7.80 Allentown when the Duwamish rises and floodgates close. C-1 Anticipated Conditions and Problems None. Siltation of conveyance system will restrict flows in the future causing overtopping onto road and road failure. Increased scouring and incising of hillside; sediment/silt outwash onto SR 509 will worsen. No relief from Duwamish River high flows. Local flooding will continue from conveyance system backups. Recommendations Construct the proposed R/D and siltation-control facility if right-of-way can be obtained from City Light. Reconstruct the altered manhole to function as intended. Construct an inlet structure with sediment/ silt control to alleviate over- topping of the channel and to prevent further road destruction. Tight line pipe system beyond erosion- sensitive slopes. Construct an energy dissipator at outlet end of tightline. King County Roads should investigate this problem. Install a pumping station to reduce flooding of Allentown, near outfall points of RM 7.70 and 7.80. Trib. & Collect. Item River Mile Point 5 0001B 6 0001E RM 1.00 7 0001F 8 0002 RM .50 9 0002 RM .60 -.75 P:DU.APC 4 Habitat 22 Habitat 10 Habitat 10 Geology L_T.':i- ' :,4' s•,.zr+ . siCYa.J.2'.�: Existing Category Prop. Proj. Conditions and Problems Habitat No visible problems in stream or stream corridor. Very little fish habitat due to excessive flows, erosion, sediment, and garbage. Algae is growing profusely in the stream, indicating possible nutrient loading from fertilizer at upstream golf course. Prehistoric landslide terrain. Septic odor in stream and loads of garbage below 47th Ave. S. Ditched stream with check dams to reduce erosion and sedimentation. Streamside . banks' are bare. C -2 Anticipated Conditions and Problems Future development could encroach into the stream corridor and increase flows to erosive levels in the stream. Problem will continue. Problem will continue. Problem will continue. Removal of vegetation or routing stormwater over steep slopes may cause land- slides. Mho Recommendations Coordinate with city of Seattle to establish and protect a stream corridor at least 25 ft. back from the top of the stream -bank on each side of the stream. Existing and future flows should be kept at nonerosive levels. Basin plan should consider R/D facility in golf course above . problem site to reduce existing and future flows. Future development runoff should be kept at nonerosive levels. - Require all future residences . to connect to sanitary sewer, if available. - Improve enforcement of no- dumping laws. Notify Seattle -King County Health Dept. of problem. Revegetate banks. Restrict future development runoff to levels that are nonerosive in the downstream system. Map inner valley as landslide hazard in Sensitive Areas Map Folio (SAMF). Trib. & Collect. Item River Mile Point 10 0002 RM.70 11 0002 RM.70 12 0002A RM.10 13 0002A RM.75 -.90 14 0002A RM.75 -.90 15 002A RM.95 P:DU.APC Existing Category Prop. Pro'. Conditions and Problems 10 Habitat • 10 Geology 10 Habitat 10 Geology 10 Geology 10 Hydrology Ham Creek. Good trout habitat. Small pools and some large organic debris are present. Sediment is a problem. Two landslides beneath residences. Poor fish habitat. Lots of . algae growing within the stream. Lots of garbage, sediment from upstream fill and possible nutrients exhibited by the algae presence. No benthic organisms present. Landslide terrain. Channel bank erosion of moderate intensity. Undersized pipe capacity due to a partial siltation of the conveyance system. C -3 .� ,...,. �...... ;�.:: �`" .� Anticipated Conditions and Problems Future development could increase flows, erosion, and resulting sediment that will fill pools and clog gravel. Stormwater has been piped down one landslide. Continued surface erosion. Possibility of future landslides. Conditions will continue. Removal of vegetation or rout- ing stormwater over steep slopes may cause landslides. Continued erosion. Continuation of present prob- lems, which will become more severe as pipe capacity diminishes with added silta- tion. Recommendations Restrict present and future develop- ment runoff to levels that are nonerosive in the stream system. Map valley landslide hazard in SAMF. Discourage or prohibit vegetation removal and routing of stormflow onto steep slopes. Remove or stabilize fill at upstream end of - ravine. Map inner valley landslide. hazard in . SAMF. Noire. Check grate capacities for street drainage system. Remove flow obstructions in pipes. Existing Item River Mile Point Category Prop. Proj. Conditions and Problems 16 0002E 17. 0003 15 Habitat RM.10 18 0003D RM1.10 19 0003E RM.02 20 0003G RM.02 Trib. & Collect. 21 0003G RM.195 0003E RM.00 P:DU.APC 22 Hydrology 23 Habitat 27 Geology 27 Habitat 27 Hydrology/ Habitat rt. Steep gradient, little fish habitat, corridor fairly stable. Series of two 36-in, cul- verts passing under mad. Lower pipe almost silted in in at downstream end. Road erosion at turn radius of intersection. Septic odor from wales. Location is 47th Ave. S and S 109th St. Stream corridor and in- stream habitat seems ade- quate for trout. Anadromous usage blocked at the river. Bank erosion along both sides of channel. Upstream erosion has caused minor sedimentation just south of S 133 St. Some localized flooding also occurs. Severe downcutting and in- stream scouring of channel. C-4 Anticipated Conditions and Problems Water will overtop drainage Increase maintenance of culverts. swale if sediment/silt build- Problem has been referred to King up goes unchecked. Road will County Roads Division. have water intrusion also. Road failure is probable. Future development could increase flows to erosive levels, causing sedimenta- tion. Future development could increase flows and instream erosion. Continued erosion. Future development could in- crease sediment problems in this area. Accelerated erosion will increase. Siltation of conveyance systems will in- crease flooding. Recommendations Restrict future development runoff to levels that are nonerosive in the downstream system. • Restrict future development runoff to levels that are nonerosive in the downstream system. Resident should be asked to reve tate bank. Sediment and R/D ponds could be constructed both north and south, of S 133 St Install energy dissipators in stream and vegetate banks where possible. Evaluate at time of basin planning as a habitat project. 7". 24 00031 P:DU.APC Trib. & Collect. 22 0003G 23 0003G 26 Hydrology 31 Geology • „ , • • . •••••• Existing Item River Mile Point Category Prop. Proj. Conditions and Problems 27 Hydrology 1306 Incised stream segments. Downstream flooding in Tukwila. City of Tukwila. Horse pasture with old farm buildings. City of Tukwila. Landslide in bedrock -hollow directly above residence. • • • C-5 Anticipated Conditions and Problems Accelerated incision along with other adverse stream processes. Continued down- stream flooding in Tukwila. Undersized channels and pipes will back up flows. Continued surface erosion. ' Possible continued land- sliding (though minor). City of Tukwila should consider an R/D facility for control of flows. - Investigate more thoroughly to determine if cause is stormvrater from impervious surfaces above.. - Add this section of hillslope to landslide hazard in the SAME • •", _ I l lll l nill 'I l l.� ' • 1mu 11111A` ofiliflC,N1111nf1 :i�f f r 11 riatiro T •. �1� i ��li1�115�) , ��/1�1A �MINiM � \� sureatfatiommi Nil fir r 1217,417 i INIV . CA c am'f�A'�ft1 '' Ng eliq �1�1T15A INF Mu:gm Wm, � c.���iPI r�i�a.�� r v �ulIilfir/ ,, 11 ' 'URGE: 11090 KING COUNTY SENSITIVE AREAS (OLIO EROSION HAZARD AREAS NORTH .-. _.._ ,w =■ fF �a3a- �'rr Fonimagios ,, "i'airvirrAlry 1 v triammtrommialtabliCtuteweemat f ad IIME.:L OURCE: 100 KING COUNTY SENSITIVE AREAS FOLIO SEISMIC HAZARD AREAS • ■ NORTH mini II. NI ' illl iJl1 1F ill I1f1 1 181 MIIIUW L 1I111I I Pr if ` 1111111AI 1 .r piiilletil 11k, rillii■I�siosi , ilalllllll�11111cidii 1`'A Cllin'�,rill�iiii marl IF' lin is I-, i i 1111111kd law In 1111 a�el�, 5111 �� Aar ilib. ii 11 IN $ � ' f tHIC9i1!I M �' =1 a igannahl owioriu.,, lig to 1 1r; �� one A Pik ills . . PT�1���11111 lr lp "MCI '11 ■ in k l�I��! EifJ q !•t .. }� 9 �srvro�i►!!� ItL 1[Rit i 1 n� stag 99 99 ��ir7ua7■ .a�.:�n cM i... u. U r ' � 4'i�� �'R '!fit ,, ji I ►,1 �. t 1 1 1 1 "% DC , :. *2 ;� E LI : ,��� � �1�I; . skir s M ��rl�l ivir a nsomo l AimswEwigineldmirr 210111VEIVANBeitaifi 4 II q! 1!~i1� I 1 Wi lli. w . a �� l_I r, 11118 . �► ®,..: ;�•, JP,F1 II a lli �.lol�l IOURCEI 1990 KING COUNTY SENSITIVE AREAS FOLIO WETLANDS NORTH 1111•14 111L% • I! P%1 / Alum giant& & =161111 Ivkapilh,r hi:11HW; WM lib am nue a1111111u, 1111 HIM ttigiirTminurriagid n11111,3=1111111:4111Liar noimiuhr ummitimma I11111111.2111111111111? w camilimu inupwiling,. 'WS SOURCet 1900 KING COUNTY SENSITIVE AREAS EOLIO NALIWAlifk 1 ,04447,1tenitar agertalia in • Mkt: 113L.'10.. pitower: ...Arru; Sav t• STREAMS AND 100 YEAR FLOODPLAINS NORTH ; e s+ r: E�.cr�;, e :;P� , ':3�s. GCE'' ti' • :'i:.'.:s.:r"' 4 . ' ` r `'': r . ' .•:x • XgifiliBr rgS ;: cv tiu�n.xt �7.4ir ei ci *A owl kiinnitallip .fa*: �'- �Rls��.Z�wa'_'� r., t, fi0 •-- — .-- _= c.c.,:ca,afl•, .�. �.,. _ .. —.. .• ts.drl.1 . • \/ VP, tii -Z , w ���� des a.+�' P,C .Q Z1l fit_ °fi ssrol f ii Z I V ta ' 1" ...1 ..-.. - ifi e i 0 11 / 4 Z V u 0 Duwamish River Lower Green River Green River Basin • UNITED STATES DEPARTMENT OF AGRICULTURE Soil Conservation Service in cooperation with WASHINGTON AGRICULTURAL EXPERIMENT STATION Issued November 1973 syabol Acreage and extent, table 1, page 9. Engineering uses of the soils, tables 2 and 3, pages 36 through SS. Mapping unit 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 - '- rmation is given in, tables as follows: 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 Alderwood gravelly sandy loam, 0 to 6 percent slopes---- - - - - -- 10 IVe -2 76 3d2 AgC. Alderwood gravelly sandy loam, 6 to 15 percent slopes 8 IVe -2 76 3d1 AgD Alderwood gravelly sandy loam, 1S to 30 percent slopes 10 VIe -2 78 3d1 AkF Alderwood and Kitsap soils, very steep 10 VIle -1 78 2d1 And Arents, Alderwood material, 0 t 6 percent slopes 1/ 10 IVe -2 76 3d2 AaC Arents, Alderwood material, 6 to 1S 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 1S percent slopes 11 IVe -2 76 3d2 BeD Beausite gravelly sandy loam, 1S 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 S percent slopes 15 IVs -1 77 3f3 EvC Everett gravelly sandy loam, S to 15 percent slopes 16 VIs -1 78 3f3 EvD Everett gravelly sandy loam, 1S to 30 percent slopes 16 Vle -1 77 3f2 EwC 'Everett-Alderwood gravelly sandy loans, 6 to 15 percent slopes 16 VIs -1 78 3f3 . Indianola loamy fine sand, 0 to 4 percent slopes 17 IVs -2 77 4s3 ...: :dianola loamy fine sand, 4 to 1S percent slopes 16 IVs -2 77 453 n' .►dianola loamy fine sand, 15 to 30 percent slopes 17 VIe -1 76 4s2 K. 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 zd2 KpD Kitsap silt loam, 15 to 30 percent slopes 18 VIe -2 . 78 2d1 KsC Klaus gravelly loam, sand, 6 to 1S percent slopes 18 VIs -1 78 3f1 Ma Mixed alluvial land 18 VIw -2 78 201 Ne. heilton very%gravelly loamy sand, 2 to 15 percent slopes 19 VIs -1 78 3f3 Ng Newberg silt loam 19 IIw -1 74 2o1 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, 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 15 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 78 451 Indianola soil VIe -1 77 4s2 U. S. GOVERNMENT PRINTING OFFICE : 1973 O - 466.266 Woodland • . :group GUIDE TO MAPPINGUNIIS--Continued Mapping unit Described cm page Penton silt loam- 26 Rivirwash „ 27 • Salal silt loam 27 • Sammamish silt loam 27 . , Seattle muck ' 28 Shalcar muCk - 29 • Si silt loam , • 29 Snohomish silt loamr - 30 . Snohomish silt loan, thick surface variant 31 Sultan silt loamr 31 Tukwila mud( 32 r .Utban land • 33 Woodinville silt loam- 33 Capability unit Symbol • IIIw -1 VIIIw -1 'Iv -1 IIw -2 IIw -3 lIw -3 IIw -1 IIw -2 IIw -2 IIw -1 IIw -3 IIw-2 Page 75 78 74 75 75 7S 74 75 • 75 74 • 75 75 3w2 Symbol 3w1 201 3w1 • 2o1 • 3w2 3w2 3w1 . 4he composition of these units is more variable than that of the othexs in the Area, but it has been ontrolled well enough to interpret for the expected use of the soils. • • 721;VYYtilMR111 . SOILS MAP (SOILS MAP OF SITE AREA NOT AVAILABLE) NORTH c r" — _ ... Ame ,,•-■ - r -, ,,,, .,--- - -... ,- - --- A. . - - - ,..,,- • .,, ,.. - -, - ,- r . . -, 0 ' 1 e• 1 _,. - -. ' -.--- ,..11.1■1..r....7 .-.......-.■ - -. '...77- Z - :-. - - , ' . ' .-- .■ t. ^ ......_1' 2 - . . .e.n... - - . - .. ' .. - a. .... :LK. 11- E _ ..._ , , •,.....;1171111M6 r:' .1 • ig irins -IIIIL: i f .. 4 1.■=,, 1 4 ...■ , .116711.01111116=11111 r 1 r" r 4 ,..1. I t - ita":".e MIMI i irliiii . .......--'-' - -- ---- = •-•-.... ..... .._... _ - iliikOlidOMMINI T. - - ■0 .—. .......... , kir 4 , - .. ---- - - t-- - - , - r.---, -. — - rii I • II * I) WI ' Illill*"ilsrblgar-Pr.""rw5 I 81:11 0 rib NPL IIIIIII 1 II Ir• set tr• - / ta1 e. Coo at asphalt Op at asphalt GRADING. AND STORM DRAINAGE PLAN • PVC IC 7423 5V PVC 27.1I ii 0 PVC It 2C75 C 22. 12 Rik It 3 31.0 0. 11 1 Edo el asphalt GIIMENCILOWe 01116 TOE t-Ar liM42.111 4:11111171PE 2-154' you YOBS III PM COMM UMW It 1MDLT 0001 WE 1.4r :=4 g na 210.0.7* 11043116 0101C1 TOE t'40' woo mac in ROU OMR VILICIM lit MIL OW OM 'ME 2-107 1 MOS Il CASs . AM 414 ir PVC SE 310 V I PVC It 31.413 r PVC It 30.s2 It PVC IC 30.73 II IS 12 CITP • ILA 3C32 It PVC It 1835 It avc it 1777 P ir PVC It 1029 MOT 04 culvert • ..entaellrm of cheat 3' p• at a■OhWT. ehlln• 091 of asahalt retwmirserr-- AMICICID FCW COMMILICIION iff 4 144. 11111 I 11 sot ' 1 ..elift". 1---- ,----:- :. (721_1 .'"" := , "? r= ,' -).:1 i. ' -`..-:,,, - 4:1 ‘- --- ..i- , : • 1., 1_..; : - :- 1 - __ ...: • , , re gigs rem , r' , , , - -- Cr , . : . i • - orovto . . 1 ---. 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II IIIIMINIIIIII _ . ....... _.... . - I N - ,--- - - ,- -- --- ni 7;;; - \ 4ID II Eft* a i4. h1414.d-q14 ', \ \ • I.\ % \ . • .-13-5'-r--7-/-; A / 94 elt .„,,,,,, -.. op\ f ' --- ,,f ev. a , .. \Ltd Mae of •sonat t • gISSI4E1.21114 COM 117E 1 124.44:17 12.4L0 T 11.3125 CON TYPE 1 141.413 4-310 COM 117E 1 1114.42.11 (-37.0 C816 WE 1 4111.31111 1E433 CUM TYPE 1 tram taw MU ME 1 masa 1E-345 CMS TM I 111.10 1.31• Cele TM 1 1114.34.3 12-3223 CND 117E 1 110.344 1.213 CON 117E 1 Mane CMS TOE 1 1111,153 11(.15 �I CI WE 2-4r (-as COM TYPE 1 WW1! 1E-23.0 MI5 WE 1 •10-24.2 12.21.5 COM lYPE 1.48 1110110 12.2025 C11117 WE 1 111444.11 Ipato CM WE 1 ••••250 (.53.0 MO TYPE 1 12.20.1 031120 WE 1 11.213 IC-10 COO WE 1 114011 cent 117E 1 (.173 C8123 'TYPE 2-4r 441021.0 1E-13 C81011 ME I-4r 446.24.0 4.132S CE10115 t-4r Mir no [-Ito C8026 TYPE 8-54* •130111 1 100146 UP 111.27. 12-1114 �UVTWE 2 130 MOIL 11 /Or COIN& mow on got oar C80111TITE 1 vino waffle Is now coma smocruot la PEW INV C11.31117E 2-60' 4flOU3. 1.0116 2111.41.1 GRADING AND STORM DRAINAGE PLAN Plqin 6 PVC IC 3823 CV PVC IC 31.91 Ir PVC IC 36.75 C • 0 altES Edee E.. 1 RIM 4944 fr PVC IC 30.25 v PVC SE 31.49 9C V PVC IC 3644 E 14 PVC IC 3033 5 42 I, T CRP • US 70.42 PvC K 1135 ir e9c e- PVC IC GIP le mutat*, • j: flarn Or OW 010 0•2 SOW AI • taw 110•11ft 'Kent: ant) kw.. 133 GRADING AND STORM DRAINAGE PLAN fr• ir. 124Ih Cenci env kw. 12.5 E15.7 � CONTROL TA' TWE 1 O 112.11 1WE 1 grwo3 O 4•25 CIO TWE 1 Mr4145 11-110 fAo•KI press eldic In Minn. i1ee0e0 Tne Clueing ClmunT LS 17567' —p MN:FM 2-4r 1E4 93 COM TYPE 1 Pl•-2 •430 COW TYPE I mai3 ( .21.1 COO TYPE 2-4r ce w TypE sishaci CM TOE 1 O 40. Cele 1WE 1 M6•233 (403 CAMS CM25 ME 2-4r CNN ME 2-5C MOW LOOM LID lam.27.1 COW 111 2-5C rnoup team UP SIOXITAC Dna" MET C5125 ME 2-5C elms ICONIC ID RON UNIIIIX 13111XMIC OLVIL ItIT COM TYPE 2V 513ouo 1051&& LI 03161=1 1:8106111C tr ID O .113Akt COMO 1E 2-00' WI axo 100126 LI nog omit swami $t Onta tIT CM 1PE 2-eir LI 11/30UD LOCER ilow413 11•2&& , . I y PIP Z71C EP PVC IL 1135 S W PAC 1E IZSO C AAA d•-21.51 our T-30' • 4A7 Ak = = = ===== LC AIM = AAA A erV ocwet• 419.10022)FCW OCIPOVFILIC7ION & T pole /( und9'd dr.P U 1 2 111 15 lop c etobing 'ate: Allele...25ms Ila■rne am 0.5' telephone ir 1 I !! J z 6. g 2 eq P. YIP ID 1 1 CI OP 2 4I 41 ••■•••■•• Dy it r.P.A .41 qt ...... -- 0 - 4 --4C4Arr.a.- ...._ ; ,....--,,,,.... g 1 Itt 3 . .. , 4 IP • ••••••••-1 TS& OICIEMBLINIMEMEMIMMENErlr,._"EBEZ2a1111.01111.31.1.11.11mminwmaisimmil 1■:4t., ,.. • • It 1 VO n 7 al riGILMIVININN/1/7.4 ■•=s 7 LW IIMMINIonel••••1 I ( 1 ■■■....-.............................11 IM•1111■1...,r...i.m., ..........W. l'.: '. "'-'. 1 1 i V .., : . 1 117:-FrAni NI n n ililli krfo m 1 1111111.111 4: ;11-311111r V.,' I . 1 :,.737.1_,Fri ,, . 1 ?:,•,..,,,,.... ,.... toe' : t, i .. , 1;, 14 ., , 411EgalD ' Arill : 1 1 11 11, lqi:i4ri ..:,. % • ...,777.1 271 4 , ...-- 71-1 77,-.7 . • I ..4, .1,, ,./ .I/ ;,. • rII,Ii 1 IA', 1.'1 ;.,i0://:' 11111..6.2......'-'144.3M'ailt44n.r.4 t '''' .zre... 1 1 ' .4 ,:' . i ;),” 1 ir , .; \■' .. •:,,,N:114.5P.2 .i),Iiir1'44erIIIAL.:".7'".°440;1:1.!.14;;;:'4;1 Ito liai .11. a ;:.;1 si I. I 9 Moro Lij'': do ill id a ware i&.4.3 ai s A :-.:: i•. .........._.... _ ........•..•.......... •■•••■■■•■•■•••■••••••■■• • w. •••• • •••• . • .• , - • .••••-•• ••• • •••••••`.= • ."." • •••.... .AZ.L ill 01: 11 11111713 Y:e4I295"Z ..t4 - .11 , La tit, ..........•..... . ,,,,,. ft..•Ith 1;i1(1! I 1 I r • 7'7:"": ' /0141////ENNIONCZWAIIIIIIII., '.71 .........---..., i IMIIIIINIIIM:'• MIIVA: . 1110/1W2/1/W• lik ••• AIM I ..../% . .... V V. &/ 7, /il 1- / e • Irlfy,..ga " ';':41:11 ZINN .-JL In p " PM el i - II . Itr'...."../..4,/: 8 r:?r• ' j". I , 0 I / i / ML1 ''/:".7,1A •1 l '' 1 A. ''.' 'W.:7; / wyrz./. • , trzi ..:* '• . / 4 .. '4 .. i MS' cxlc. Curbing - " Igo 4 '' ............................. • • .:•". ........ 4 e 0 z 33 0 33 33 Project Name: Project Number: Engineer: Date: EDITION OF KING COUNTY SURFACE WATER DESIGN MANUAL: PREDEVELOPED CONDITIONS PERVIOUS BASIN SIZE: SOIL TYPE: GROUND COVER: CN # : RAINFALL TOTALS: SEATAC/LANS CO. Tc CALCS: 1st LEG: 2nd LEG: 3rd LEG: PERVIOUS BASIN SIZE: SOIL TYPE: GROUND COVER: CN #: RAINFALL TOTALS: SEATAC/LANS CO. Tc CALCS: 1st LEG: 2nd LEG: 3rd LEG: Group Health 7241 BHE 7/29/99 2.921 TILL FOREST NA NA NA NA NA NA 2yr 10yr 25yr 50yr 100yr NA NA NA POSTDEVELOPED CONDITIONS 0.5841 TILL GRASS NA NA NA NA NA NA 1 2yr 10yr 25yr 50yr 100yr NA NA NA Basin. Assumption Worksheet 19981 IMPERVIOUS BASIN SIZE: SOIL TYPE: GROUND COVER: CN # : RAINFALL TOTALS: SEATAC /LANS CO. Tc CALCS: 1st LEG: 2nd LEG: 3rd LEG: IMPERVIOUS BASIN SIZE: SOIL TYPE: GROUND COVER: CN # : RAINFALL TOTALS: SEATAC/LANS CO. Tc CALCS: 1st LEG: 2nd LEG: 3rd LEG: NA 2yr 10yr 25yr 50yr 100yr 2.3361 NA IMP NA NA NA NA NA NA 1 2yr 10yr 25yr 50yr 100yr NA NA NA COMMENTS /ASSUMPTIONS: 1) WE ASSUMED 80% IMPERVIOUS FOR THE POST DEVELOPED CONDITIONS 2) SIZING WORKSHEET FOR THE PORTION OF THE SITE THAT IS UNDEVELOPED AT THE MON • Retention /Detention Facility Type of Facility: Detention Pond Side Slope: 2.00 H:1V Pond Bottom Length: 105.18 ft Pond Bottom Width: 52.59 ft Pond Bottom Area: 5531. sq. ft Top Area at 1 ft. FB: 9086. sq. ft 0.209 acres Effective Storage Depth: 4.00 ft Stage 0 Elevation: 100.00 ft Storage Volume: 27429. cu, r PA44 CEQdjRFD 0.630 ac -ft Riser Head: 4.00 ft Riser Diameter: 18.00 inches Number of orifices: 2 Full Head Pipe Orifice # Height Diameter Discharge Diameter. (ft) (in) (CFS) (in)' 1 0.00 1.36 0.100 2 2.80 1.18 0.041 4.0 Top Notch Weir: None Outflow Rating Curve: None Stage Elevation Storage Discharge Percolation. Surf Area (ft) (ft) (cu. ft) (ac -ft) (cfs) (cfs) (sq. ft) 0.00 100.00 0. 0.000 0.000 0.00 5531. 0.01 100.01 55. 0.001 0.006 0.00 5537. 0.03 100.03 166. 0.004 0.008 0.00 5550. 0.04 100.04 222. 0.005 0.010 0.00 5556. 0.06 100.06 333. 0.008 0.012 0.00 5569. 0.07 100.07 389. 0.009 0.013 0.00 5575. 0.08 100.08 445. 0.010 0.015 0.00 5582. 0.10 100.10 556. 0.013 0.016 0.00 5594. 0.11 100.11 612. 0.014 0.017 0.00 5601. 0.13 100.13 724. 0.017 0.018 0.00 5613. 0.23 100.23 1289. 0.030 0.024 0.00 5677. 0.33 100.33 1860. 0.043 0.029 0.00 5741. 0.43 100.43 2437. 0.056 0.033 0.00 5805. 0.53 100.53 3021. 0.069 0.036 0.00 5870. 0.63 100.63 3611. 0.083 0.040 0.00 5935. 0.73 100.73 4207. 0.097 0.043 0.00 6000. 0.83 100.83 4811. 0.110 0.045 0.00 6066. 0.93 100.93 5420. 0.124 0.048 0.00 6132. 1.03 101.03 6036. 0.139 0.051 0.00 6198. 1.13 101.13 6659. 0.153 0.053 0.00 6265. 1.23 101.23 7288. 0.167 0.055 0.00 6332. 1.33 101.33 7924. 0.182 0.058 0.00 6399. 1.43 101.43 8566. 0.197 0.060 0.00 6466. 1.53 101.53 9216. 0.212 0.062 0.00 6534. 1.63 101.63 9871. 0.227 0.064 0.00 6602. 1.73 101.73 10534. 0.242 0.066 0.00 6671. 1.83 101.83 11203. 0.257 0.068 0.00 6740. 1.93 101.93 11879. 0.273 0,069 0.00 6809. 2.03 2.13 2.23 2.33 2.43 2.53 2.63 2.73 2.80 2.81 2.82 2.84 2.85 2.86 2.87 2.89 2.90 2.91 3.01 3.11 3.21. 3.31 3.41 3.51 3.61 3.71 3.81 3.91 4.00 4.10 4.20 4.30 4.40 4.50 4.60 4.70 4.80 4.90 5.00 5.10 5.20 5.30 5.40 5.50 5.60 5.70 5.80 5.90 6.00 102.03 102.13 102.23 102.33 102.43 102.53 102.63 102.73 102.80 102.81 102.82 102.84 102.85 102.86 102.87 102.89 102.90 102.91 103.01 103.11 103.21 103.31. 103.41 103.51 103.61 103.71 103 .81 103.91 104.00 104.10 104.20 104.30 104.40 104.50 104.60 104.70 104.80 104.90 105.00 105.10 105.20 105.30 105.40 105.50 105.60 105.70 105.80 105.90 106.00 Hyd Inflow Outflow Target Caic 1 1.23 * * * * * ** 0.95 2 0.62 * * * * * ** 0.43 3 0.63 0.14 0.14 4 0.66 * * * * * ** 0.13 5 0.74 * * * * * ** 0.12 12562. 13251. 13948. 14651. 15361. 16078. 16802. 17533. 18049. 18123. 18197. 18345. 18419. 18493. 18568. 18717. 18791. 18866. 19616. 20374. 21138. 21910. 22689. 23475. 24268. 25068. 25875. 26690. 27429. 28257. 29093. 29936. 30786. 31644. 32509. 33382. 34262. 35149. 36044. 36946. 37856. 38774. 39699. 40631. 41572. 42520. 43475. 44439. 45410. Peak Stage Elev 4.14 104.14 4.06 104.06 3.98 103.98 3.63 103.63 3.44 103.44 0.288 0.071 0.304 0.073 0.320 0.075 0.336 0.076 0.353 0.078 0.369 0.079 0.386 0.081 0.403 0.083 0.414 0.084. 0.416 0.084 0.418 0.085 0.421 0.087 0.423 0.089 0.425 0.092 0.426 0.095 0.430 0.096 0.431 0.097 0.433 0.098 0.450 0.104 0.468 0.109 0.485 0.114 0.503 0.118 0.521 0.122 0.539 0.126 0.557 0.129 0.575 0.132 0.594 0.136 0.613 0.139 0.630 0.142 0.649 0.606 0.668 1.450 0.687 2.550 0.707 3.850 0.726 5.320 0.746 6.750 0.766 7.280 0.787 7.770 0.807 8.240 0.827 8.680 0.848 9.100 0.869 9.490 0.890 9.880 0.911 10.250 0.933 10.600 0.954 10.950 0.976 11.280 0.998 11.600 1.020 11.920 1.042 12.220 (Cu -Ft) 28593. 27939. 27277. 24418. 22898. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Storage (Ac -Ft) 0.656 0.641 0.626 0.561 0.526 6878. 6948. 7018. 7088. 7159. 7230. 7301. 7373. 7424. 7431. 7438. 7452. 7460. 7467. 7474. 7489. 7496. 7503. 7576. 7648. 7722. 7795. 7869. 7943. 8018. 8093. 8168. 8243. 8311. 8387. 8464. 8541. 8618. 8695. 8773. 8851. 8929. 9007. 9086. 9166. 9245. 9325. 9405. 9486. 9567. 9648. 9730. 9811. 9893. Route Time Series through Facility Inflow Time Series File:7241developed.tsf Outflow Time Series File:rdout Inflow /Outflow Analysis Peak Inflow Discharge: Peak Outflow Discharge: Peak Reservoir Stage: Peak Reservoir Elev: Peak Reservoir Storage: 0.08 2.75 102.75 0.07 2.02 102.02 0.07 1.84 101.84 Flow Frequency Analysis Time Series. File:rdout.tsf. Project Location:Sea -Tac ---Annual Peak Flow Rates-- - Flow ..Rate Rank Time of Peak (CFS) 0.427 2 2/09/01..16:00 0.071 7 12/28/01 17:00 0.123 5 2/28/03 7:00 0.068 8 8/26/04 6:00 0.083 6 1/05/05 15:00 0.130 4 1/18/06 23:00 0.141 3 11/24/06 8:00 0.944 :.. 1 1/09/08 9:00 Computed Peaks 1.23 CFS at 6:00 on Jan 9 in Year 8' 0.944 CFS at 9:00 on Jan'. 9 i Year 8 4.14 Ft. 104.14 Ft 28593. Cu -Ft 0.656 Ac -Ft Flow Frequency Analysis - Peaks - —.Rank Return (CFS) (ft) Period 0.944 4.14 1 100.00 0.427 4.06. 2 25.00. 0.141 3.98 3 10.00 0.130 3.63 4 5.00 0.123 3.44 5 3.00 0.083 2.75 6 2.00 0.071 2.02 7 1.30 0.068 1.84 8 1.10 0.771 4.12 50.00 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 Group Health 7241 BHE 7/29/99 Project Name: Project Number: Engineer: Date: EDITION OF KING COUNTY SURFACE WATER DESIGN MANUAL: PREDEVELOPED CONDITIONS PERVIOUS BASIN SIZE: SOIL TYPE: GROUND COVER: CN # : RAINFALL TOTALS: SEATAC/LANS CO. Tc CALCS: 1st LEG: 2nd LEG: 3rd LEG: PERVIOUS BASIN SIZE: SOIL TYPE: GROUND COVER: CN # : RAINFALL TOTALS: SEATAC/LANS CO. Tc CALCS: 1st LEG: 2nd LEG: 3rd LEG: C 2.931 FOREST 81 2.0 IN 2.95 IN NA NA 4.0 IN NA 2yr 10yr 25yr 50yr 100yr 300 LF S.F. @ 2.0% 150 LF CONC. S.F. @ 1.0% NA POSTDEVELOPED CONDITIONS C 0.5861 GRASS 86 2.0 IN 2.90 IN NA NA 4.0 IN NA 2yr 10yr 25yr 50yr 100yr 100 LF S.F. @2.60% 730 LF PIPE FLOW @ 2.0% NA I Basin Assumption Worksheet 1 19911 IMPERVIOUS BASIN SIZE: SOIL TYPE: GROUND COVER: CN #: RAINFALL TOTALS: SEATAC/LANS CO. Tc CALCS: 1st LEG: 2nd LEG: 3rd LEG: IMPERVIOUS BASIN SIZE: SOIL TYPE: GROUND COVER: CN # : RAINFALL TOTALS: SEATAC /LANS CO. Tc CALCS: 1st LEG: 2nd LEG: 3rd LEG: NA 2yr 10yr 25yr 50yr 100yr 2.3441 NA IMP 98 2 IN 2.9 IN NA NA 4 IN NA 2yr 10yr 25yr 50yr 100yr 100 LF S.F. @ 2.60% 730 LF S.F. @ 2.0% NA COMMENTS /ASSUMPTIONS: 1) WE ASSUMED 80% IMPERVIOUS FOR THE POST DEVELOPED CONDITIONS 2) SIZING WORKSHEET FOR THE EX. PARKING LOT, ASSUMING UNDEVELOPED CONDITIONS • 9/28/99 4:46:22 pm Shareware Release GROUP HEALTH PRELIMINARY POND CALCULATIONS JOB #7241 BASIN SUMMARY BASIN ID: Al NAME: 2YR PREDEVELOPED SBUH METHODOLOGY TOTAL AREA • 2.93 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE • TYPE1A PERV IMP PRECIPITATION • 2.00 inches AREA..: 2.93 Acres 0.00 Acres TIME INTERVAL 10.00 min CN 81.00 0.00 TC 70.41 min 0.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 300.00 ns:0.4000 p2yr: 2.00 s:0.0200 TcReach - Shallow L: 150.00 ks:5.00 s:0.0100 PEAK RATE: 0.14 cfs VOL: 0.15 Ac -ft TIME: 550 min BASIN ID: A2 NAME: 10YR PREDEVELOPED SBUH METHODOLOGY TOTAL AREA • 2.93 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE....: TYPE1A PERV IMP PRECIPITATION 2.90 inches AREA..: 2.93 Acres 0.00 Acres TIME INTERVAL 10 00 min CN 81.00 0.00 TC 70.41 min 0.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 300.00 ns:0.4000 p2yr: 2.00 s:0.0200 TcReach - Shallow L: 150.00 ks:5.00 s:0.0100 PEAK RATE: 0.35 cfs VOL: 0.30 Ac -ft TIME: 540 min BASIN ID: A3 NAME: 100YR PREDEVELOPED SBUH METHODOLOGY TOTAL AREA 2.93 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION 4.00 inches AREA..: 2.93 Acres 0.00 Acres TIME INTERVAL 10.00 min CN • 81.00 0.00 TC 70.41 min 0.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 300.00 ns:0.4000 p2yr: 2.00 s:0.0200 TcReach - Shallow L: 150.00 ks:5.00 s:0.0100 PEAK RATE: 0.67 cfs VOL: 0.52 Ac -ft TIME: 490 min page r , .rv ..a...vuu m. ant0,, wFnrlw .n.w.aw.,..a.m..n.:.min.Yrtw , u4 .0..M.u.wit.«r.x*fits.W.Kgfthil N•f.9n.MiNC lent. tlaraiu .wam..w.wx..w.�.�.+w.......�... 9/28/99 4:46:22 pm Shareware Release page 2 GROUP HEALTH PRELIMINARY POND CALCULATIONS JOB #7241 BASIN SUMMARY BASIN ID: A4 NAME: 2YR POSTDEVELOPED SBUH METHODOLOGY TOTAL AREA 2.93 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION 2.00 inches AREA..: 0.59 Acres 2.34 Acres TIME INTERVAL 10.00 min CN • 86.00 98.00 TC 10.00 min 6.30 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 100.00 ns:0.0110 p2yr: 2.00 s:0.0260 TcReach - Channel L: 730.00 kc:21.00 s:0.0200 impTcReach - Sheet L: 100.00 ns:0.0110 p2yr: 2.00 s:0.0260 impTcReach - Channel L: 730.00 kc:21.00 s:0.0200 PEAK RATE: 1.04 cfs VOL: 0.39 Ac -ft TIME: 480 min BASIN ID: A5 NAME: 10YR POSTDEVELOPED SBUH METHODOLOGY TOTAL AREA • 2.93 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 2.90 inches AREA..: 0.59 Acres 2.34 Acres TIME INTERVAL 10.00 min CN • 86.00 98.00 TC 10.00 min 6.30 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 100.00 ns:0.0110 p2yr: 2.00 s:0.0260 TcReach - Channel L: 730.00 kc:21.00 s:0.0200 impTcReach - Sheet L: 100.00 ns:0.0110 p2yr: 2.00 s:0.0260 impTcReach - Channel L: 730.00 kc:21.00 s:0.0200 PEAK RATE: 1.59 cfs VOL: 0.60 Ac -ft TIME: 480 min BASIN ID: A6 NAME: 100YR POSTDEVELOPED SBUH METHODOLOGY TOTAL AREA • 2.93 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION 4.00 inches AREA..: 0.59 Acres 2.34 Acres TIME INTERVAL • 10.00 min CN 86.00 98.00 TC 10.00 min 6.30 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 100.00 ns:0.0110 p2yr: 2.00 s:0.0260 TcReach - Channel L: 730.00 kc:21.00 s:0.0200 impTcReach - Sheet L: 100.00 ns:0.0110 p2yr: 2.00 s:0.0260 impTcReach - Channel L: 730.00 kc:21.00 s:0.0200 PEAK RATE: 2.28 cfs VOL: 0.86 Ac -ft TIME: 480 min 9/28/99 4:46:22 pm Shareware Release GROUP HEALTH PRELIMINARY POND CALCULATIONS JOB #7241 TRAPEZOIDAL BASIN ID No 1 Description: POND FOR PARKING LOT Length: 50.00 ft. Width: 50.00 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: 68.00 ft. Width: 50.00 ft. Side Slope 1 3 Side Slope 3: 3 Side Slope 2: 3 Side Slope 4: 3 Infiltration Rate: 0.00 min/inch STORAGE STRUCTURE LIST 9/28/99. 4:46:22 pm Shareware Release GROUP HEALTH PRELIMINARY POND CALCULATIONS JOB #7241 MULTIPLE ORIFICE ID. No. 1 Description: STRUCTURE FOR PARKING LOT Outlet Elev:. 100.00 Elev: 98.00 ft Orifice Diameter: 1..8135. in Elev: 102.50 ft Orifice 2 Diameter: 3.2930 in RISER DISCHARGE ID No. Description: 12" RISER OVERFLOW Riser Diameter (in) 12.00 elev: 103.00 ft Weir Coefficient...: 9.739 height: 105.00 ft 3.782 increm: 0.10 ft DISCHARGE STRUCTURE LIST COMBINATION DISCHARGE . ID No. 3 Description: ORIFICE /RISER COMBINATION Structure: 1 Structure: Structure: 2 Structure: Structure: MATCH INFLOW -STO- -DIS- OUTFLOW STORAGE ' DESCRIPTION > (cfs) (cfs) --id-'--id- c-STAGE> id (cfs) VOL (cf) • . .•:• . . . . . , 2YR POST 0 2YR PRE ....... . . .. 0.14 1.04 1 1 102.45 1 0.14 8083.40 cf :. 10YR 0 10YR PRE .... ... .. 0.35 1.59 1 1 102.93 '2 0.35 10206.58 cf • — ' 2YR POST'0,2YE ...... .... . 0.14 - 1.04 2 3 ,.102.09 3 0:13 8774.64. cf • • • - , . • , 10YR POST 81 10YR PRE ......... 0.35. 1.59 2 3 102.72 4 0.29 12115 cf 3 103.10 5 - 0.68 14277.40 et AOPeP . , .. . LEVEL POOL TABLE. SUMMARY /26/99 :4:46:23 pm - Shareware Release , GROUP HEALTH CALCULATIONS PRELIMINARY POND JOB .#7241 . , • • .,••• • • .„ .•,• • . • " ' • • .• • , ' • " • • „ ". „ • . • • . .• , " • . • • ' • • , •••. • : • • • . • • " , • . • • : • , • •. Wetpond Sizing Worksheet Summary of the 1998 Surface Wafer Design Manual Re quirements ry Project Name: Group Health Project Number: . 7241 Step 1) Determine volume factor f Basic size Large size Step 2) Determine rainfall R for mean annual Storm Detemine rainfall R for mean annual storm Rainfall 3 14,497. (cf) I 43,492 (cf) Step 3) Calculate runoff from mean annual storm V (0.9A + 0.25A + 0.10A. + 0.01A X R • = tributary area of impervious surface • = tributary area of till grass A. = tributary area of till forest A = tributary area of outwash grass R = rainfall from mean annual storm V, = Volume of runoff from mean annual storm . .tep 4) Calculate wetpool Volume Vb = f V, f = Volume Factor Vb = Volume runoff, mean annual atorm = Volume of the wetpool 0.54" (0.045') IZE Incorporated Area • :o River/Lake — Major Road 1998 Surface Water Design Manual 6.4.1 WETPONDS -- BASIC AND LARGE — METHODS OF ANALYSIS FIGURE 6.4.1.A PRECIPITATION FOR MEAN ANNUAL STORM IN INCHES (FEET) I ST 1.0 0.47' (0.039') N The mean annual storm Is a conceptual storm found by dvidnp the annual precipitation by the total number of stone events per year 6.69 0.47" (0.039') NOTE: Areas east of the eastemmost isopluvial should use 0.65 inches unless rainfall data is available for the location of interest ST 1.0/ LA 0.8 LA 0 0.52" (0.043' (0.047') LA 1.0 LA 1.2 result, generates large amounts of runoff. For this application, till soil types include Buckley and bedrock soils, and alluvial and outwash soils that have a seasonally high water table or are underlain at a shallow depth (less than 5 feet) by glacial till. U.S. Soil Conservation Service (SCS) hydrologic soil groups that are classified as till soils include a few B, most C, and all D soils. See Chapter 3 for classification of specific SCS soil types. 9/1/98 4.0 HYDROLOGIC ANALYSIS AND DESIGN EXISTING SITE HYDROLOGY DEVELOPED SITE HYDROLOGY HYDROLOGIC ANALYSIS .e.r�r. :x .N9u: •, +.Y4 n4,h UIPAPs@ ii^.: rt.. 1iAe 11:e4.v701arm.eeVA•rr,... n............._..._v....._.. .. As depicted in the Existing Conditions Basin Map later in this section, the site contains three distinct drainage patterns. Basin "A" consists of 9.55 acres and generally flows from south to north to the existing detention pond located along the north property line of the site. Basin `B" consists of 2.81 acres and flows into an existing wetland, which will be preserved, located approximately at the middle of the site on the east side. Basin "C" consists of 0.55 acre and flows into an off -site creek which flows behind the Circus Tavern and is collected in a 30 -inch CMP storm drain. Drainage from all three basins comes together at the northeast corner of the site in the storm drainage conveyance system in East Marginal Way. Runoff from 2.39 acres of the 9.55 total acres draining to the existing detention pond is a paved and impervious parking lot. Drainage patterns on the remainder of this basin consist mainly of sheetflow /shallow concentrated flow. Existing soil conditions consist of Type "C" tills, and the groundcover is generally brushy with scattered trees. Following development, storm drainage will be conveyed generally from the south to the north by a series of catch basins and a tightline conveyance system into the proposed wet/detention pond located in the northwest corner of the site. The controlled outflow from the wet/detention pond will discharge into the existing tightline system located adjacent to the South 124th Street right -of -way on site. The wet/detention pond is designed to accommodate the entire site excluding the building roof drainage, which is directed to existing and newly- created wetlands, and the existing wetland and surrounding setback area, which continues to drain to the wetland. Roof drainage from Building "A" is collected and stored in a detention pipe and controlled- released to the wetland mitigation area south of the wet/detention pond. Roof drainage from Building `B" is also stored in a detention tank and is released into the existing wetland east of the building. The detention system is designed to Level 1 Flow Control standards in accordance with the 1998 King County Surface Water Design Manual. Peak flows for the 2- and 10 -year pre - developed conditions will be matched at the 2- and 10 -year post - developed conditions. Drainage from 10.25 acres of the developed site will be routed to the detention pond. Pre - developed flows at the 2- and 10 -year storm events are 0.765 cfs and 1.080 cfs, respectively. With flow control, post - developed flows from the pond will not exceed these pre - developed rates. Stored volume required is approximately 51,800 cubic feet. Pre - developed flows to the existing wetland in the eastern portion of the site will also be matched. The flows will match the pre - developed flow rates at the 2- and 10 -year design storms. Roof drainage from Building `B" will be routed through a detention tank prior to discharge into the existing wetland. Roof drainage from Building "A" will provide the source of runoff for the newly- created wetland mitigation area south of the new wet/detention pond in the northwest corner of the site. A detention tank has also been provided for this building matching the 2- and 10 -year flows, respectively. 7390.002 [BEWjss/sm] Th flow rates to the existing and new - created wetlands are also in accordance with the recommendation of the wetland biologist. The only on -site source of wetland flows following development will be roof drainage and direct rainfall on the wetland areas. The Proposed Conditions Basin Map later in this section depicts the drainage areas flowing to each of the wetlands and the wet/detention pond. Complete calculations, printouts and basin assumptions are located within this section. 7390.002 [BEWjss/sml BASIN ASSUMPTION WORKSHEET (.1319s ±• '1 JOB #: 7390 DATE: 5/10/00 BY: BHE CHECKED:KL 1) AREA ASSUMPTIONS PREDEVELOPED PERVIOUS IMPERVIOUS AREA 7.16(AC) 2.39(AC) COVER PASTURE N/A SOIL TILL N/A 2)SPECIAL ASSUMPTIONS 3) CONCLUSIONS FLOWRATES 2YR 10YR POSTDEVELOPED 1) ASSUMED 85% IMPERVIOUS FOR DEVELOPED CONDITIONS 2) BUILDINGS 'A' AND 'B' WILL BE ROUTED TO WETLANDS 3) DESIGNING TO LEVEL ONE FLOW CONTROL PREDEVELOPED .765 CFS 1.08 CFS POSTDEVELOPED 2.26 CFS 2.73 CFS W/O DETENTION POSTDEVELOPED .76 CFS 1.03 CFS W /DETENTION STORAGE STORAGE REQUIRED= 51,767 CF STORAGE PROVIDED= 55,000 CF EL AREA VOLUME 19 19,149 9,348 18.5 18,245 8,899 18 17,354 8,457 17.5 16,476 8,022 17 15,613 7,541 16.5 14,551 7,067 16 13,720 6,655 15.5 12,902 0 SUM = 55,992 CF PERVIOUS IMPERVIOUS 1.54(AC) GRASS TILL 8.71 (AC) N/A N/A Retention /Detention Facility Type of Facility: Side Slope: Pond Bottom Length: Pond Bottom Width: Pond Bottom Area: Top Area at 1 ft. FB: Effective Storage Depth: Stage 0 Elevation: Storage Volume: Riser Head: Riser Diameter: Number of orifices: Orifice # Stage Elevation (ft) (ft) 0.00 100.00 0.04 100.04 0.09 100.09 0.13 100.13 0.18 100.18 0.22 100.22 0.27 100.27 0.31 100.31 0.36 100.36 0.40 100.40 0.50 100.50 0.60 100.60 0.70 100.70 0.80 100.80 0.90 100.90 1.00 101.00 1.10 101.10 1.20 101.20 1.30 101.30 1.40 101.40 1.50 101.50 1.60 101.60 1.70 101.70 1.80 101.80 1.90 101.90 2.00 102.00 2.10 102.10 2.20 102.20 Detention Pond 3.00 H:1V 142.99 ft 71.50 ft 10224. sq. ft 17559. sq. ft 0.403 acres 4.00 ft 100.00 ft 51767. cu. ft 1.188 ac -ft 4.00 ft 12.00 inches 2 Full Head Pipe Height Diameter Discharge Diameter (ft) (in) (CFS) (in) 0.00 4.27 0.990 3.00 1.83 0.090 4.0 Notch Weir: None 1 2 Top Outflow Rating Curve: None (cu. ft) 0. 410. 925. 1340. 1861. 2281. 2808. 3232. 3764. 4193. 5274. 6368. 7475. 8596. 9729. 10876. 12037. 13211. 14398. 15599. 16814. 18042. 19284. 20540. 21810. 23094. 24391. 25703. Storage Discharge (ac -ft) (cfs) 0.000 0.000 0.009 0.104 0.021 0.148 0.031 0.181 0.043 0.209 0.052 0.233 0.064 0.256 0.074 0.276 0.086 0.295 0.096 0.313 0.121 0.350 0.146 0.384 0.172 0.414 0.197 0.443 0.223 0.470 0.250 0.495 0.276 0.519 0.303 0.542 0.331 0.564 0.358 0.586 0.386 0.606 0.414 0.626 0.443 0.645 0.472 0.664 0.501 0.682 0.530 0.700 0.560 0.717 0.590 0.734 Percolation (cfs) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Surf Area (sq. ft) 10224. 10275. 10340. 10392. 10457. 10509. 10574. 10626. 10692. 10744. 10876. 11009. 11142. 11276. 11411. 11547. 11683. 11820. 11958. 12096. 12235. 12375. 12516. 12657. 12799. 12942. 13085. 13229. 2.30 102.30 27028. 0.620 0.751 0.00 13374. 2.40 102.40 28368. 0.651 0.767 0.00 13520. 2.50 102.50 29722. 0.682 0.783 0.00 13666. 2.60 102.60 31090. 0.714 0.798. 0.00 13813. 2.70 102.70 32472. 0.745 0.813 0.00 13961. 2.80 102.80 33869. 0.778 0.828 0.00 14110. 2.90 102.90 35280. 0.810 0.843 0.00 14259. 3.00 103.00 36706. 0.843 0.857 0.00 14409. 3.02. 103.02 36993. 0.849 0.861 0.00 14439. 3.04 103.04 37280. 0.856 0.866 0.00 14469. 3.06 103.06 37568. 0.862 0.872 0.00 14499. 3.08 103.08 37857. 0.869 0.879 0.00 14529. 3.10 103.10 38146. 0.876 0.888 0.00 14559. 3.11 103.11 38291. 0.879 0.898 0.00 14574. 3.13 103.13 38581. 0.886 0.909 0.00 14605. 3.15 103.15 38871. 0.892 0.914 0.00 14635. 3.17 103.17 39162. 0.899 0.919 0.00 14665. 3.27 103.27 40627. 0.933 0.942 0.00 14817. 3.37 103.37 42107. 0.967 0.964 0.00 14970. 3.47 103.47 43601. 1.001 0.984 0.00 15123. 3.57 103.57 45110. 1.036 1.000 0.00 15277. 3.67 103.67 46633. 1.071 1.020 0.00 15432. 3.77 103.77 48172. 1.106 1.040 0.00 15587. 3.87 103.87 49725. 1.142 1.060 0.00 15743. 3.97 103.97 51293. 1.178 1.080 0.00 15900. 4.00 104.00 51767. 1.188 1.080 0.00 15948. 4.10 104.10 53355. 1.225 1.410 0.00 16105. 4.20 104.20 54958. 1.262 1.980 0.00 16264. 4.30 104.30 56576. 1.299 2.730 0.00 16423. 4.40 104.40 58209. 1.336 3.540 0.00 16583. 4.50 104.50 59858. 1.374 3.840 0.00 16744. 4.60 104.60 61521. 1.412 4.110 0.00 16906. 4.70 104.70 63201. 1.451 4.360 0.00 17068. 4.80 104.80 64895. 1.490 4.590 0.00 17231. 4.90 104.90 66605. 1.529 4.810 0.00 17394. 5.00 105.00 68331. 1.569 5.020 0.00 17559. 5.10 105.10 70072. 1.609 5.220 0.00 17724. 5.20 105.20 71829. 1.649 5.410 0.00 17889. 5.30 105.30 73601. 1.690 5.590 0.00 18056. 5.40 105.40 75390. 1.731 5.770 0.00 18223. 5.50 105.50 77193. 1.772 5.940 0.00 18391. 5.60 105.60 79013. 1.814 6.100 0.00 18560. 5.70 105.70 80849. 1.856 6.260 0.00 18729. 5.80 105.80 82701. 1.899 6.420 0.00 18899. 5.90 105.90 84568. 1.941 6.570 0.00 19070. 6.00 106.00 86452. 1.985 6.720 0.00 19242. Hyd Inflow Outflow Peak Storage Target Calc Stage Elev (Cu -Ft) (Ac -Ft) 1 4.47 * * * * * ** 3.35 4.38 104.38 57817. 1.327 2 2.32 * * * * * ** 1.15 4.02 104.02 52127. 1.197 3 2.41 1.08 1.08 4.00 104.00 51758. 1.188 4 2.26 * * * * * ** 1.08 3.96 103.96 51215. 1.176 5 2.70 * * * * * ** 0.90 3.11 103.11 38251. 0.878 6 2.64 0.76 0.76 2.35 102.35 27665. 0.635 7 2.21 * * * * * ** 0.63 1.63 101.63 18393. 0.422 8 1.94 * * * * * ** 0.63 1.62 101.62 18246. 0.419 7390adev.pks. Flow Frequency Analysis Time Series :File:7390adeveloped.tsf Project.Location:Sea -Tac ---Annual Peak Flow Rates -. Flow Rate Rank Time of Peak (CFS) 2.26 6 2/09/01 2 :00 1.94 8 1/05/02 16:00 3.22 0 2.73 3 12/08/02 18:00 2.73 0: 2.21 7. 8/26/04 2 :00 2:64 0 , 2.64 4 10/28/04 16:00 2..41 2.41 5 1/18/06 16:00 2.26.., 0` 3.22 2 10/26/06 0:00 2.21 1 1 4.47. 1 1/09/08 6:00 1..94 Computed Peaks 4:05 -Flow Frequency Analysis - - Rank Return Prob (CFS) Period 4.47 1 100.00 0.99 25.00 0.96 10.00 0.90 5.00 0.80 3.00 0.66 2.00 0.50 1.30 0.23 1 .10 0.09 50.00 0.98 Page 1 7390apre.pks Flow Frequency Analysis Time Series File: 7390apredeveloped.tsf Project Location:Sea -Tac -Annual—Peak ,Flow Rates - -- Flow Frequency Analysis Flow Rate Rank Time of Peak - Peaks - Rank Return Prob (CFS) (CFS) Period 101 5 2/09/01 2:00 2.07 1 100.00 0.99 0 0.715 7`: 1/05/02 16:00 1.17 2 25.00 0.96" 0 1-17 2 2/27/03 7:00 1.08 3 10.00 0.90 0 0.629 8` 8/26/04 2:00 1.03 4 5.00 0:80 0 0:765 6 10/28/04 16:00 1.01 5. 3.00 0.66 7 1.08 3 1/18/06 16:00. 0.765 6 2.00 0.50 1:03 411/24/06 3:0.0 0.715 7 1.30 0.23. 1 2.07. 1.:.1/09/08 6:00 0.629 8. 1.10 0.09 1 Computed Peaks 1.77" 50.00 0.98 0 Page 1 < co D Z C� o rs r - - Job Number 7390 Sheet of / ))/ / I / ; I / ,� / / / / / '� ..� ,/ , 1 / . .... -- D D D Z Z M 0 .NUJ 4)3:0 n n n QP 'mss 18215 72ND AVENUE SOUTH t KENT, WA 98032 Z (425)251 -6222 o f c (425)251 -8782 FAX Z s co' CML ENGINEERING, LAND PLANNING, G `i., ENGtN SURVEYING, ENVIRONMENTAL SERVICES "V / / / , 1 35�f A'WNVff S. Designed __ Drawn Checked . Approved _ -- Date r I itti Scale: Horizontal Vertical Date Title: For: ;/ • BY ■ File: P : \SDSKPROJ \7390 \EXHIBIT \7390- X4.DWG Date /Time: 05/09/2000 11 :41 Scale: 1..100 Ben Xref8: Z7390 -T, \` tt \ + , \_ ,\ \ i / + ;fir Ckd. Appr. 1 r rf : • (r r r / - -cl - • a Revision GROUP HEALTH TUKWILA m x z n O z D 0 - o z Z D 1 Job Number 7390 Shut w- -- - v� 18215 72ND AVENUE SOUTH KENT, WA 98032 i (425)251 -6222 (425)251 -8782 FAX s s 5' CML ENGINEERING, LAND PLANNING, oer/NG ENGtN ��� SURVEYING, ENVIRONMENTAL SERVICES Scale: Horizontal T tie: v.rtical For: Ckd. Appr. I Revision GROUP HEALTH TUKWILA V • - - -- _ ■ LI_T--- ErTL=.49 (1. - - - - // I`-•-- - -- ---e-----....' PROPOSED CONDITIONS BASIN MAP J I u- r T .w... .li.tii .w■ a � AFEAS DRAINING TO PEW WETLANI - AFEAS DRAI�NG TO POND -10.2 ac AFEAS DRAINING TO EX. WEILANC -t71 AC TOT 1 L 11-51N4 i * tLEY = 12 TENTION PIPE. CAICUTATIO DETENTION PIPE 'A' JOB# 7390 DATE: 5 /10 /00 BY: BHE CHEKD: KL 1) AREA ASSUMPTIONS PREDEVELOPED POSTDEVELOPED IMP. PERV. WETLAND IMP. PERV. WETLAND AREA 0 2.61 AC 0.2 0.95 0.56 AC .2 AC COVER 0 PASTURE N/A N/A PASTURE N/A SOIL 0 TILL N/A TILL N/A 2) SPECIAL ASSUMPTIONS 1) ASSUME AREA AROUND EX. WETLAND WILL BE UNDISTURBED AND WILL BE ANALYZED AS PASTURE TILL. DETENTION WILL ONLY PROVIDED FOR ROOF ONLY. 2) BUILDING 'B' WILL BE ROUTED TO WETLAND 3) DESIGNING TO LEVEL ONE FLOW CONTROL 3) CONCLUSIONS FLOWRATES 2YR 10YR PREDEVELOPED .11 CFS .205 CFS POSTDEVELOPED .275 CFS .331 CFS POST W /DETENTION .11 CFS .205 CFS STORAGE STORAGE REQUIRED =3412 CF STORAGE PROVIDED =6,280 CF Retention /Detention Facility Type of Facility: Detention Tank Tank Diameter: 6.00 ft Tank Length:' 121. ft Effective Storage Depth: 6.00. ft Stage 0 Elevation: 100.00 ft Storage Volume: 412. cu. ft Riser Head: 6.00 ft Riser Diameter: 12:00 inches Number of orifices: 2 Full Head Pipe Height Diameter Discharge Diameter (ft) (in) (CFS) ,(in) 0.00 1.34 0.120 2 4.10 1.55 0.090 4.0 Top Notch Weir: None Outflow Rating Curve: None Stage Elevation Storage Discharge Percolation (ft) (ft) (cu. ft) (ac -ft) (cfs) 0.00 100.00 0. 0.000 0.000 0.01 100.01 0. 0.000 0.006 0.03 100.03 2. 0.000 0.008 0.04 100.04 3. 0.000 0.010 0.06 100.06 6. 0.000 0.012 0.07 100.07 7. 0.000 0.013 0.08 100.08 9. 0.000 0.014 0.10 100.10 12. 0.000 0.015 0.11 100.11 •14. 0.000 0.016 0.21 100.21 38. 0.001 0.023 0.31 100.31 67. 0.002 0.027 0.41 100.41 101. 0.002 0.031 0.51 100.51 140. 0.003 0.035 0.61 100.61 182. 0.004 0.038 0.71 100.71 227. 0.005 0.041 0.81 100.81 275. 0.006 0.044 0.91 100.91 326. 0.007 0.047 1.01 101.01 379. 0.009 0.049 1.11 101.11 434. 0.010 0.052 1.21 101.21 492. 0.011 0.054 1.31 101.31 551. 0.013 0.056 1.41 101.41 611. 0.014 0.058 1.51 101.51 673. 0.015 0.060 1.61 101.61 737. 0.017 0.062 1.71 101.71 802. 0.018 0.064 1.81 101.81 868. 0.020 0.066 1.91 101.91 934. 0.021 0.068 2.01 102.01 1002. 0.023 0.069 2.11 102.11 1071. 0.025 0.071 2.21 102.21 1141. 0.026 0.073 2.31 102.31 1211. 0.028 0.074 2.41 102.41 1282. 0.029 0.076 2.51 102.51 1353. 0.031 0.078 cfs) 0.00. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.61 102.61 1424. 0.033 0.079 0.00 2.71 102.71 1496. 0.034 0.081 0.00 2.81 102.81 1568. 0.036 0.082 0.00 2.91 102.91 1641. 0.038 0.084 0.00 3.01 103.01 1713. 0.039 0.085 0.00 3.11 103.11 1786, 0.041 0.086 0.00 3.21 103.21 1858. 0.043 0.088 0.00 3.31 103.31 1930. 0.044 0.089 0.00 3.41 103.41 2002. 0.046 0.090 0.00 3.51 103.51 2073. 0.048 0.092 0.00 3.61 103.61 2144. 0.049 0.093 0.00 3.71 103.71 2215. 0.051 0.094 0.00 3.81 103.81 2285. 0.052 0.096 0.00 3.91 103.91 2354. 0.054 0.097 0.00 4.01 104.01 2423. 0.056 0.098 0.00 4.10 104.10 2484. 0.057 0.099 0.00 4.12 104.12 2498. 0.057 0.100 0.00 4.13 104.13 2504. 0.057 0.102 0.00 4.15 104.15 2518. 0.058 0.104 0.00 4.16 104.16 2524. 0.058 0.108 0.00 4.18 104.18 2538. 0.058 0.113 0.00 4.20 104.20 2551. 0.059 0.118 0.00 4.21 104.21 2558. 0.059 0.123 0.00 4.23 104.23 2571. 0.059 0.124 0.00 4.25 104.25 2584. 0.059 0.126 0.00 4.35 104.35 2649. 0.061 0.134 0.00 4.45 104.45 2713. 0.062 0.142 0.00 4.55 104.55 2776. 0.064 0.148 0.00 4.65 104.65 2837. 0.065 0.154 0.00 4.75 104.75 2897. 0.067 0.159 0.00 4.85 104.85 2955. 0.068 0.164 0.00 4.95 104.95 3011. 0.069 0.169 0.00 5.05 105.05 3065. 0.070 0.174 0.00 5.15 105.15 3116. 0.072 0.178 0.00 5.25 105.25 3166. 0.073 0.182 0.00 5.35 105.35 3212. 0.074 0.186 0.00 5.45 105.45 3255. 0.075 0.190 0.00 5.55 105.55 3295. 0.076 0.194 0.00 5.65 105.65 3332. 0.076 0.198 0.00 5.75 105.75 3363. 0.077 0.201 0.00 5.85 105.85 3389. 0.078 0.205 0.00 5.95 105.95 3407. 0.078 0.208 0.00 6.00 106.00 3412. 0.078 0.210 0.00 6.10 106.10 3412. 0.078 0.521 0.00 6.20 106.20 3412. 0.078 1.090 0.00 6.30 106.30 3412. 0.078 1.820 0.00 6.40 106.40 3412. 0.078 2.610 0.00 6.50 106.50 3412. 0.078 2.900 0.00 6.60 106.60 3412. 0.078 3.160 0.00 6.70 106.70 3412. 0.078 3.400 0.00 6.80 106.80 3412. 0.078 3.620 0.00 6.90 106.90 3412. 0.078 3.830 0.00 7.00 107.00 3412. 0.078 4.020 0.00 7.10 107.10 3412. 0.078 4.210 0.00 7.20 107.20 3412. 0.078 4.390 0.00 7.30 107.30 3412. 0.078 4,560 0.00 7.40 107.40 3412. 0.078 4.730 0.00 is :,.7;50: 107.50. 3412. 0.078 .4.890 0.00 107.60 '3412; 0.078 :5.040 0.00 7.70 107.70 3412: 0.078 5.190 0.00 :. 7:80 107.80 . 3412. 0.078 ,5.340 0.00 .7.90 107:90' 3412. 0.078 - 5.480 0.00 • . . 0.27 ******* 0.25 6.01 106.01 3412. 0.078 3 0.35 21 0.21 6.00 106.00 3412. 0.078 ' 4 033 ******* 0.21 5.95 105.95 3407. 0.078 5 0.28 ******* 0.20 5.71 105.71 3349. 0.077 0 24 ** Target Ca lc Stage E1e (Cu-Ft) (Ac-Ft) 0 52 6 10 106 10 3412 0 078: • Hyd• Outflow Peak . Storage -.• • 7390bdev.pks Flow Frequency - Analys%s Time Series File: 7390bdevelpoed.tsf Project'Location:Sea -Tac ---Annual Peak Flow Rates - =- Flow Frequency Analysis Flow Rate Rank Time of Peak - Peaks - Rank Return Prob (CFS) (CFS) Period 0:284 5 2/09/01 2:00 0.519 1 100.00 0.99 0 0.219 8 1/05/02:16:00 0.346 2 25.00 0.96 0 0.331, 3 2/27/03 7:00 0.331 3 10.00 0..90 0 0.239 7 8/26/04 2:00 0.284 4 5:00 0.80 0 7 0.284' 4 10/28/04 16 :00 0.284. 5 3.00 0.66 0.275 6 1/18/06 16:00 0.275. 6 2:00 0.50 0 0.346 2 10/26/06 0:00 0.239 7. 1.30 0.23 1 1 0.519 1 1/09/08 6:00 0.219 8 1.10 0.09 Computed Peaks 0. 462 50.00 0. 98 0 Page 1 .. •::;Flow Frequency Analysis Time Series File;7390bpredevelopethtsf Prdject Location:Sea-Tac. - . . • • .-7-Annual Peak Flow Rates--.- Flow Frequency Analysis Flow Rate ''Rank Time of Peak Peaks - Rank: Return Prob (CFS) Period 0.371 1 100.00 0:99 • 0.210 - 2 2/09/01 15:00 0.096 7 . 1/05/02 16:00 0.205 3 2/27/03 7:00 0.046 8 8/26/04 2:00 0 0.111 6 1/05/05 8:00 7 0.185 1/18/06 16:00 0 0.176 5 11/24/06 4:00 1 0.371 1 1/09/08 6:00 Computed Peaks 0 Page 1 0.210 2 25.00 0.111 0.096, 0.046 0.317 0.96 0.90 0.80 0.205 3 10.00 0.185 4 5.00 0.176 5 3.00 0.66 2.00 0.50 1.30 0.23 1.10 0.09 50.00 0.98 DETENTION PIPE 'B' JOB# 7390 DATE: 5/10/00 BY: BHE CHEKD: KL 1). AREA ASSUMPTIONS PREDEVELOPED POSTDEVELOPED IMP. PERV. WETLAND IMP. PERV. WETLAND AREA 0 2.61 AC 0.2 4,45 ' 4p o COVER 0 PASTURE N/A N/A III j A ' N/A SOIL 0 TILL N/A 0 I A NJ q N/A 2) SPECIAL ASSUMPTIONS *1) PER WETLAND BIOLOGIST DIRECTION POST DEV. FLOW TO NEW WETLANDS WILL BE EQUAL TO FLOW TO EX. WETLANDS IN SOUTHERN PORTION OF SITE. AS A CONSEQUENCE, NO PREDEVELOPED HYDROGRAPH WAS DEVELOPED FOR PIPE 'B', ONLY FLOW RATES. 2) BUILDING 'B' WILL BE ROUTED TO NEW WETLAND AND DETAINED BY PIPE 'B'. 3) DESIGNING TO LEVEL ONE FLOW CONTROL 3) CONCLUSIONS FLOWRATES 2YR 10YR * PREDEVELOPED .11 CFS .205 CFS POSTDEVELOPED .242 CFS .287 CFS POST W /DETENTION .11 CFS .205 CFS STORAGE STORAGE REQUIRED =2757 CF STORAGE PROVIDED =6,280 CF Retention /Detention Facility . Zr PE Type of Facility: Detention Tank Tank Diameter: 5.00 ft Tank Length: 140. ft Effective Storage Depth: 5.00 ft Stage 0 Elevation: 100.00 ft Storage Volume: 2757. cu. ft Riser Head: 5.00 ft Riser Diameter: 12.00 inches Number of. orifices: 2 Full Head Pipe Orifice # Height Diameter Discharge Diameter (ft) (in) (CFS) (in) 1 0.00 1.35 0.110 2 4.30 2.10 0.100 6.0 Top Notch Weir: None Outflow Rating Curve: None Stage Elevation Storage Discharge Percolation (ft) (ft) (cu. ft) . (ac -ft) (cfs) (cfs) 0.00 100.00 0. 0.000 0.000 0.00 0.01 100.01 0. 0.000 0.006 0.00 0.03 100.03 2. 0.000 0.008 0.00 0.04 100.04 3. 0.000 0.010 0.00 0.06 100.06 6. 0.000 0.012 0.00 0.07 100.07 8. 0.000 0.013 0.00 0.08 100.08 9. 0.000 0.014 0.00 0.10 100.10 13. 0.000 0.015 0.00 0.11 100.11 15. 0.000 0.016 0.00 0.13 100.13 20. 0.000 0.017 0.00 0.23 100.23 46. 0.001 0.023 0.00 0.33 100.33 78. 0.002 0.028 0.00 0.43 100.43 115. 0.003 0.032 0.00 0.53 100.53 156. 0.004 0.036 0.00 0.63 100.63 201. 0.005 0.039 0.00 0.73 100.73 249. 0.006 0.042 0.00 0.83 100.83 300. 0.007 0.045 0.00 0.93 100.93 354. 0.008 0.047 0.00 1.03 101.03 410. 0.009 0.050 0.00 1.13 101.13 467. 0.011 0.052 0.00 1.23 101.23 527. 0.012 0.054 0.00 1.33 101.33 588. 0.014 0.057 0.00 1.43 101.43 651. 0.015 0.059 0.00 1.53 101.53 715. 0.016 0.061 0.00 1.63 101.63 780. 0.018 0.063 0.00 1.73 101.73 847. 0.019 0.065 0.00 1.83 101.83 914. 0.021 0.066 0.00 1.93 101.93 982, 0.023 0.068 0.00 2.03 102.03 1051. 0.024 0.070 0.00 2,13 102.13 1120. 0.026 0.072 0.00 2.23 102.23 1189. 0.027 0.073 0.00 2.33 102.33 1259. 0.029 0.075 0.00 2.43 102.43 1330. 0.031 0.077 0.00 2.53 102.53 1400. 0.032 0.078 0.00 2.63 102.63 1470. 0.034 0.080 0.00 2.73 102.73 1540. 0.035 0.081 0.00 2.83 102.83 1610. 0.037 0.083 0.00 2.93 102.93 1679. 0.039 0.084 0.00 3.03 103.03 1748. 0.040 0.086 0.00 3.13 103.13 1816. 0.042 0.087 0.00 3.23 103.23 1884. 0.043 0.088 0.00 3.33 103.33 1951. 0.045 0.090 0.00 3.43 103.43 2016. 0.046 0.091 0.00 3.53 103.53 2081. 0.048 0.092 0.00 3.63 103.63 2144. 0.049 0.094 0.00 3.73 103.73 2206. 0.051 0.095 0.00 3.83 103.83 2266. 0.052 0.096 0.00 3.93 103.93 2325. 0.053 0.097 0.00 4.03 104.03 2381. 0.055 0.099 0.00 4.13 104.13 2436. 0.056 0.100 0.00 4.23 104.23 2488. 0.057 0.101 0.00 4.30 104.30 2523. 0.058 0.102 0.00 4.32 104.32 2532. 0.058 0.103 0.00 4.34 104.34. 2542. 0.058 0.107 0.00 4.37 104.37 2556. 0.059 0.113 0.00 4.39 104.39 2565. 0.059 0.121 0.00 4.41 104.41 2574. 0.059 0.131 0.00 4.43 104.43 2583. 0.059 0.143 0.00 4.45 104.45 2592. 0.060 0.151 0.00 4.47 104.47 2601. 0.060 0.154 0.00 4.57 104.57 2642. 0.061 0.168 0.00 4.67 104.67 2680. 0.062 0.180 0.00 4.77 104.77 2712. 0.062 0.190 0.00 4.87 104.87 2738. 0.063 0.199 0.00 4.97 104.97 2755. 0.063 0.208 0.00 5.00 105.00 2757. 0.063 0.210 0.00 5.10 105.10 2757. 0.063 0.526 0.00 5.20 105.20 2757. 0.063 1.100 0.00 5.30 105.30 2757. 0.063 1.830 0.00 5.40 105.40 2757. 0.063 2.630 0.00 5.50 105.50 2757. 0.063 2.920 0.00 5.60 105.60 2757. 0.063 3.180 0.00 5.70 105.70 2757. 0.063 3.420 0.00 5.80 105.80 2757. 0.063 3.650 0.00 5.90 105.90 2757. 0.063 3.860 0.00 6.00 106.00 2757. 0.063 4.060 0.00 6.10 106.10 2757. 0.063 4.250 0.00 6.20 106.20 2757. 0.063 4.430 0.00 6.30 106.30 2757. 0.063 4.600 0.00 6.40 106.40 2757. 0.063 4.770 0.00 6.50 106.50 2757. 0.063 4.930 0.00 6.60 106.60 2757. 0.063 5.090 0.00 6.70 106.70 2757. 0.063 5.240 0.00 6.80 106.80 2757. 0.063 5.390 0.00 6.90 106.90 2757. 0.063 5.540 0.00 7,00 107.00 2757. 0.063 5.680 0.00 Hyd Inflow Outflow Peak Storage Target Calc Stage Elev (Cu -Ft) (Ac -Ft) 1 0.46 * * * * * ** 0.45 5.08 105.08 2757. 0.063 7390cdev.pks Flow Frequency Analysis. . Time Series File:7390cdeveloped.tsf Project Location:Sea-Tac . ----Annual Peak Flow Rates--- Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period 0.235 7 2/09/01 2:00 0.458 1 100.00 0.99 0 0.207 8 1/05/02 16:00 0.352 2 25.00 0.96 0 0.287 3 12/08/02 18:00 0 0.242 6 8/26/04 2:00 0.287 4 10/28/04 16:00 0.251 5 1/18/06 16:00 2 10/26/06 0:00 0.458 1 1/09/08 6:00 Computed Peaks Page 1 Flow Frequency Analysis 3 10.00 0.90 4 5.00 0.80 5 3.00 0.66 6 2.00 0.50 7 1.30 0.23 8 1.10 0.09 50.00 0.98 ATER QUALITY ANALYSIS AND DESIGN • W ater quality improvements for the new construction of International Gateway East II will be provided by a wet pond. The wet pond has been sized in accordance with the 1998 King County Surface Water Design Manual guidelines for basic water quality. Complete calculations, printouts, assumptions, and a facility sketch are located in this section. • 7390.002 113EH/jssismj AA WATER QUALITY ASSUMPTIONS WORKSHEET 1) AREA ASSUMPTIONS: TRIBUTARY IMPERVIIOUS AREA =3b2 - S.F. TRIBUTARY AREA OF TILL GRASS =' 6141 *NOTE: ASSUME 90 % IMPERVIOUS POSR DEVELOPED CONDITIONS 2) CONCLUSIONS WETPOND VOLUME REQUIRED = Vvi) CF WETPOND VOLUME PROVIDED = 1442i) CF F L /18 ? /4 9 92- 7 1 6 2 . 5927 4592 3925 20 4 ID 8 /445 e3 3 0 /P 6 70 3 9133 275 / VOL l Wetpond Sizing Worksheet Summary of the 1998 Surface Water Design Manual Requirements Project Name: GROUP HEALTH Project Number: 7390 NOTE: NEW WETLAND AREA NOT INCLUDED IN WETPOND CALCULATIONS (.48 AC) Step 1) Determine volume factor f. Basic size f= 3 Large size f= 4.5 Step 2) Determine rainfall R for mean annual Storm Detemine rainfall R for mean annual storm Rainfall Step 3) Calculate runoff from mean annual storm V = (0.9A + 0.25A + 0.10A + 0.01 A X R A = tributary area of impervious surface A = tributary area of till grass A = tributary area of till forest Aoe = tributary area of outwash grass R = rainfall from mean annual storm V = Volume of runoff from mean annual storm Step 4) Calculate wetpool Volume Vb = f V, f = Volume Factor Vb = Volume runoff, mean annual atorm V = Volume of the wetpool Step 5) Determine wetpool dimensions a) Determine geometry of first cell Volume in first cell Depth h 1st cell (minus sed. Storage) Determine horizontal xs area at mid -depth using A mid = Vol. 1st cell / h Mid -width Mid - length Determine xs area at surface Z = Side slope length (_H:1 V) 2(h/2 x Z) _ Dimensions of top of pond adjusted for geometrics Top width 0.039 (feet) 362,485 (sf) 63,968 (sf) 0 (sf) 0 (sf) 0.039 (feet) 13,347 (cf) 3 13,347 (cf) (cf) I 40,041 I 12,012 (cf) 6 (feet) 2,002 (sf) 45 (feet) 45 (feet) 3 3:1 recommended 18 (feet) 63 (feet) ��s L mid : W mid = Top length Area of Top b) Determine geometry of second cell Volume in second cell 28,029 (cf) Depth h 2nd cell 6 (feet) Determine xs area at mid-depth using 4,671 (sf) A mid = Vol. 2nd cell / h Mid-width 45 (feet) Mid-length 104 (feet) Determine horizontal xs area at surface Z = Side slope length ( _H:1V) 3 3:1 recommended 2(h/2 x Z) = 18 (feet) Dimensions of top of pond adjusted for geometrics Top width Top length Area of Top Adjustment to cells (If necessary) ,; Geometry check: Overall pond L:W at mid-depth = 3:1 Pond width (mid-depth) Cell 1 length (mid-depth) Cell 2 length (mid-depth) Pond Length (mid-depth) = Cell 1 + Cell 2 Total Wetpond Surface area required = Total Wetpond Bottom area required = 63 (feet) 3937 (feet) • 63 (feet) 122 (feet) 7680 (feet) 3.33 11,617 3,026 0.54" (0.045') (? Incorporated Area . River/Lake — Major Road 1998 Surface Water Design Manual 0.47" (0.039') NOTE: Areas east of the eastemmost isopluvial should use 0.65 Inches unless rainfall data Is available for the location of Interest " The mean annual storm is a conceptual storm found by dividing the annual precipitation by the total number of storm events per year 6.4.1 WETPONDS — BASIC AND LARGE — METHODS OF ANALYSIS FIGURE 6.4.1.A PRECIPITATION FOR MEAN ANNUAL STORM IN INCHES (FEET) 6 -69 0.47" (0.039') ST 1.0/ LA 1.0 LA 1.2 LA 0.8 LA. 0.9 . ..,,, ",,, t.Y.TT 0.52" (0.043' (0.047') result, generates large amounts of runoff. For this application, till soil types include Buckley and bedrock soils, and alluvial and outwash soils that have a seasonally high water table or are underlain at a shallow depth (less than 5 feet) by glacial till. U.S. Soil Conservation Service (SCS) hydrologic soil groups that are classified as till soils include a few B, most C, and all D soils. See Chapter 3 for classification of specific SCS soil types. 9/1/98 is located within this section. • • , ..,.; , • .• • • . CONVEYANCE SYSTEM DESIGN AND ANALYSIS Analysis of the conveyance system for the proposed International Gateway East II has been completed for the 25-year storm event utilizing the rational method in accordance with the 1998 King County Surface Water Design Manual. A pipe sizing map, as well as a conveyance analysis, in tabulation form ,••••• .;• .•• • • • • • • • •.'• , , • : 7390,002 LBEI-1/jeshm] • STORM Ar Br 2YR 1.58 0.58 10YR 2.44 0.64 25YR 2.66 0.65 50YR 2.75 0.65 100YR 2.61 0.63 JOB NAME: JOB#: REVISED: A= Contributing Area (Ac) C= Runoff Coefficient Time of Concentration (min) I= Intensity at Tc (in/hr) d= Diameter of Pipe (in) L= Length of Pipe (ft) D= Water Depth at Qd (in) FROM TO A CBI CB2 0.28 2.34 64 CB2 CB3 0.18 1.18 C83 CB4 0.17 1.05 CB4 CB6 0.16 2.86 CBS CB6 0.32 6.80 C86 C816 1.36 10.80 65 CB8 CB7 0.49 0.62 CB7 CB11 0.58 1.55 CB9 CB10 0.14 0.95 CBIO C811 0.27 0.33 CB11 C812 CB13 CB14 CB15 CB12 CB13 CB14 C815 CB16 1.59 0.14 0.25 0.40 0.32 0.57 0.34 6.60 0.89 0.95 C816 C825 4.13 2.42 C825 CB24 0.19 1.15 CB24 POND 0.31 0.91 CB 17 CB18 028 2.22 CB18 CB20 0.42 1.27 C819 CB20 0.27 1.29 CB20 CB21 1.46 1.49 INTERNATIONAL GATEWAY EAST II 7390 5/16/00' Qd= Design Flow (cfs) Of= Full Capacity Flow (cfs) Vd= Velocity at Design Flow (fps) Vf= Velocity at Full Flow (fps) s= Slope of pipe (%) n= Manning Roughness Coefficient Tt= Travel Time at Vd (min) 85 95 175 22 65 58 132 168 88 112 80 168 132 83 130 110 90 79 116 101 BARGHAUSEN CONSULTING ENGINEERS - PIPE FLOW CALCULATOR using the Rational Method & Manning Formula KING COUNTY DESIGN FOR 25 YEAR STORM d Tc n DEFAULTS 8 10.0 0.012 0.9 8 10.2 0.012 0.9 8 10.6 0.012 0.9 8 10.9 0.012 0.9 8 10.0 0.012 0.9 8 11.4 0.012 0.9 8 10.0 0.012 0.9 12 10.3 0.012 0.9 8 10.0 0.012 0.9 8 10.8 0.012 0.9 12 15 15 15 15 15 15 18 11.9 12.3 12.8 12.9 13.4 13.8 14.0 14.3 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 8 10.0 0.012 0.9 8 10.3 0.012 0.9 8 10.0 0.012 0.9 12 10.8 0.012 0.9 NOTE: ENTER DEFAULTS AND STORM DATA BEFORE BEGINNING COEFFICIENTS FOR THE RATIONAL METHOD •tr-EQUATION SUM A 0.28 0.46 0.63 0.79 0.32 1.36 0.49 1.07 0.14 0.41 1.59 1.73 1.98 2.38 2.7 4.13 4.32 4.63 0.28 0.7 0.27 1.46 A C 0.25 0.16 0.15 0.14 0.29 1.22 0.44 0.52 0.13 0.24 1.43 0.13 023 0.36 0.29 3.72 0.17 0.28 0.25 0.38 024 1.31 C= d= 0.9 -LO 1.43 1.56 1.78 2.14 2.43 12 Tc= SUM /VC I Qd Of Qd/Qf D/d D Vf Vd 0.25 2.05 0.52 2.00 0.259 0.347 2.78 5.74 4.81 0.41 2.03 0.84 1.42 0.590 0.551 4.41 4.08 4.23 0.57 1.98 1.12 1.34 0.839 0.699 5.59 3.84 4.31 0.71 1.94 1.38 2.21 0.623 0.581 4.65 6.35 6.73 0.29 2.05 0.59 3.41 0.173 0.279 2.23 9.78 7.32 1.22 1.89 2.31 4.30 0.538 0.522 4.18 12.33 12.53 0.44 2.05 0.91 1.03 0.879 0.725 5.80 2.95 3.33 0.96 2.01 1.94 4.80 0.403 0.442 5.31 6.12 5.80 0.13 2.05 0.26 1.28 0.203 0.302 2.42 3.66 2.85 0.37 1.96 0.72 0.75 0.961 0.781 6.25 2.16 2.44 1.83 1.80 1.75 1.74 1.70 Page 1 n= 0.012 2.62 2.80 3.12 3.73 4.12 10 PRECIP= 3.45 At= 2.66 Br= 0.65 2.91 4.08 17.97 6.60 6.82 0.900 0.686 0.174 0.565 0.605 0.737 0.608 0.279 0.537 0.560 8.85 9.11 4.18 8.05 8.39 3.71 3.33 14.66 5.38 5.56 4.19 3.58 10.97 5.53 5.81 3.72 1.67 6.19 10.88 0.569 0.540 8.09 8.88 9.14 3.89 1.65 6.43 7.50 0.858 0.712 10.68 6.12 6.87 4.17 1.63 6.80 10.85 0.626 0.582 10.48 6.15 6.52 0.25 2.05 0.52 1.95 0.266 0.352 2.82 5.59 4.73 0.63 2.01 1.27 1.47 0.860 0.713 5.71 4.23 4.75 0.24 2.05 0.50 1.49 0.336 0.401 3.20 426 3.86 1.31 1.95 2.57 4.71 0.545 0.526 6.31 6.00 6.12 • • Tt : 0.22 : 0.33 : 0.37 : 0.43 : 0.05 : 0.09 : 0.33 : 0.17 : 0.77 : 1.15 : • 0.35 : 0.52 : 0.12 : 0.51 : 0.38 : 0.15 : 0.32 : 0.28 : • 0.32 : 0.28 : 0.50 : 0.28 : LO " tin 9t17 ZrZ 99313 9910 991 030 999 99 909 LETO 1190 = 130 SP*9- . 91 . 9 zre 1990 Car° Z eb 9e0: 90'6 • :•£,L*0 "..• Z6*£ 661 1 £ '0 1£ Pro 197 LVZ 60 610 0'01 9 ZLOD SLL 91 LUG 111 91 [91 P l'O ONOd 09 93 P20 GNOd £290 P61 19*0 L9'0 tZtIO 1693 STORM Ar Br n 2 csi 0 JOB NAME JOB#: REVISED: A= Contributing Area (Ac) C= Runoff Coefficient Tc= Time of Concentration (min) I= Intensity at Tc (m/hr) d= Diameter of Pipe (in) L= Length of Pipe (ff) D= Water Depth at Qd (n) FROM TO A s RI R2 0.34 1.00 R7 R6 R5 R4 R3 R2 R12 R8 R9 R10 R11 R6 R5 R4 R3 R2 CB29 R8 R9 R10 R11 WL INTERNATIONAL GATEWAY EAST II 7930 5/18/00 0.20 0.19 0.15 0.05 0.07 0.31 0.04 010 0.09 0.14 0.05 5.73 244 5.00 0.30 0.34 0.25 6.67 6.60 2.70 2.89 5.00 L 135 279 225 36 67 133 20 180 159 241 95 15 12 12 12 12 12 12 12 12 12 12 12 BARGHAUSEN CONSULTING ENGINEERS - PIPE FLOW CALCULATOR using the Rational Method & Manning Formula KING COUNTY DESIGN FOR 25 YEAR STORM Qd= Design Flow (cfs) Qf= Full Capacity Flow (cfs) Vd= Velocity at Design Flow (fps) Vf= Velocity at Full Flow (fps) s= Slope of pipe (%) n= Manning Roughness Coefficient Tt= Travel Time at Vd (min) 10.0 10.8 11.6 11.6 12.1 12.8 10.0 10.8 11.3 12.2 12.5 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 INOTE: ENTER DEFAULTS AND STORM DATA BEFORE BEGINNING] DEFAULTS d Tc n C 12 10.0 0.012 0.9 0.9 0.9 0.9 0.9 0.9 0.67 0.9 0.9 0.9 0.9 0.9 COEFFICIENTS FOR THE RATIONAL METHOD "le- EQUATION SUM A 0.34 0.2 0.39 0.54 0.59 0.66 1.31 0.04 0.14 0.23 0.37 0.42 A•C 0.31 0.18 0.17 0.14 0.05 0.06 0.21 0.04 0.09 0.08 0.13 0.05 C= d= 7390 -OR ONVEYANCE SUM NC I Qd Qf Qd /Qf D/d D Vf Vd 0.31 2.05 0.63 3.86 0.163 0.270 3.24 4.92 3.60 0.18 0.35 0.49 0.53 0.59 1.11 0.04 0.13 0.21 0.33 0.38 0.9 n= 12 Tc= 2.05 1.95 1.87 1.86 1.82 1.75 2.05 1.95 1.89 1.80 1.77 Page 1 0.012 PRECIP= Ar= Br= 0.37 0.69 0.91 0.99 1.08 1.93 0.07 0.25 0.39 0.60 0.67 10 3.45 2.66 0.65 9.24 6.03 8.63 2.11 2.25 1.93 9.96 9.91 6.34 6.56 8.63 0.040 0.114 0.105 0.468 0.480 1.003 0.007 0.025 0.062 0.091 0.078 0.140 0.229 0.220 0.482 0.489 0.817 0.058 0.110 0.169 0.202 0.188 1.68 2.74 2.64 5.78 5.86 9.81 0.70 1.32 2.03 2.42 2.25 11.77 7.68 10.99 2.69 2.87 2.46 12.70 12.63 8.08 8.36 10.99 5.71 5.05 7.10 2.67 2.86 2.78 3.62 5.33 4.43 5.09 6.27 0.62 : • 0.81 : 0.74 : 0.08 : 0.42 : 0.78 : 0.12 .: 0.83 0.50 0.91 0.31 0.04 Tt . 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WE PUN REVISION 8 U 11 Revision 3; M toy GRADING AND STORM DRAINAGE PLAN INTERNATIONAL GATEWAY EAST II GROUP HEALTH COOPERATIVE TUKWILA, WASHINGTON 0 3V D Z 0 D Z 0 I —1 >0 m vv 33 D Z D 0) rn I > Z zwg is ��}} 1ywV yy1Y. �r 8 N 8Y MI "1i ;g 72;16,t3 gi 63 "2 1A OU 3 151 16 6 N N O Tw■ PIMA 1J rue u. e'XPEP .q=Ntx:r.T.Iv S:•1124119 Amin=A, va �7 +7.n :`1; f iiiiI M ' r ': M • F•;L' .1 i yvlS 4 YS C`i fi "3e .. _ ..`b . .. .....�........ ..:•�� •+t eas F + • 3 , • 200.00 Aaaa =a y=F GA 0 -0 oaa a N C w D 0 D Z 0 D0 MK 0 D Z m - v r Z A wetland report was completed for the subject site by Talasaea Consultants, located in Woodinville, . Washington. The report is dated October 5, 1999, and can be found in this section A soils report dated November 18; 1999, was completed for this project by Earth Consultants Inc. and can be found in this section. 7390,002 [BEH/Jss /smj r�, WETLAND REPORT GROUP HEALTH SUPPORT FACILITY SITE TUKWILA, WASHINGTON Prepared For: TRAMMELL CROW COMPANY Seattle, Washington Prepared By: TALASAEA CONSULTANTS Woodinville, Washington October 5, 1999 , , „ ..• . • • • Prepared for: Trammell Crow Company 5601 Sixth Avenue So. Seattle, Washington 98108-2522 Prepared by: Talasaea Consultants 15020 Bear Creek Rd. N.E. Woodinville, Washington 98072 October 5, 1999 7.0 WETLAND MITIGATION 7.1 Goal and Objectives 7.2 Construction Management 7.3 M ' DI 0 t ring Methodology 7.4 Success Criteria ' 7.5 Maintenance (M) and Contingency (C) 7.6 Performance Bond • References List of Figures Figure 1: Location Map • Figure 2: National Wetlands Inventory Map • Figure 3: Existing Conditions Map Figure 4: Wetland Impacts and Mitigation Map GROUP HEALTH SUPPORT FACILITY SITE TUKWILA, WASHINGTON WETLAND REPORT October 5, 1999 1.0 INTRODUCTION This report is the result of a wetland delineation on the 6.6 -acre Group Health Support Facility site located at the southwestern intersection of S. 124 Street and East Marginal Way South in the City of Tukwila, Washington (Figure 1). The eastern half of the site consists of an existing paved parking lot and the western half of the site is undeveloped. The undeveloped portion of the site was apparently used as a receiving area for soil during construction of adjacent properties, and currently consists primarily of a large fill mound dominated by shrubs such as Himalayan blackberry (Rubus discolor) and Scot's broom (Cytisus scoparius). An existing detention pond, apparently constructed as part of the development of the parking lot, is located in the northern portion of the undeveloped part of the site, adjacent to S. 124 Street. Scattered trees are located throughout the southern portion of the undeveloped part of the site and surrounding the existing detention pond. 2.1 Background Data Reviewed Background information reviewed included the following: The project site is the proposed location of an office building and associated parking area. The purpose of this report is to: 1) describe the wetlands identified and delineated on the site, 2) identify impacts to wetlands from the proposed project, and 3) describe measures that will be implemented to mitigate for wetland impacts. Information in this report will be utilized by the City of Tukwila to evaluate impacts to wetlands from the proposed project. 2.0 METHODOLOGY The wetland analysis of the subject property involved a two -part effort. The first part consisted of a preliminary assessment of the site (and its immediate surroundings) using published information about local environmental conditions. The second part Involved a field survey in which direct observations and measurements of soils, hydrology and vegetation were made to determine the type of wetlands present and the extent of their boundaries (see Field Investigation section below). • National Wetlands Inventory Map (Des Moines, Quad), U.S. Fish and Wildlife Service, 1987 • City of Tukwila Watercourse and Wetland Maps, 1990 2.2 Field Investigation A general site reconnaissance was conducted on April 12, 1999 to gain an overall impression of the existing environment. Observations were made of the general plant communities, wildlife habitats, and the locations of potential wetland areas. Present and past land use practices were also noted, as were significant geological Group Health Support Facility 1 October 5, 1999 563wet1.rpt JaI S 144TH- EC oilw Nt 11111111111 11111111111111114 iiirraiMMIEM1111111 11111111MAcial SOURCE: Thomas Brothers Guide of King County, Washington TALASAEA CONSULTANTS Resource I Environmental Planning 15020 eecr Greek Rood Northeast Hoodinvilles. tiolthhgton .315012 By* (425) H61-1550 - Fox (425) /501-1544 FIGURE I: Location Map Group Health Site South 124th Street Tukk411a, Washington REVISED North and hydrological features. Several small wetland areas were identified during this initial reconnaissance. The identified wetland areas were then delineated on June 24 and 30, 1999 using the procedures outlined in the Washington State Wetlands Identification and Delineation Manual (1997) and the Corps of Engineers Wetland Delineation Manual (1987). Plant species were identified according to the taxonomy of Hitchcock and Cronquist (1973), and the wetland status of plant species was assigned according to the List of Plant Species that Occur in Wetlands, published by the U.S. Fish and Wildlife Service (Reed 1988, 1993). Wetland classes were determined by the U.S. Fish and Wildlife Service's system of wetland classification (Cowardin, et. al. 1979). Vegetation was considered hydrophytic if greater than 50% of the dominant plant species had a wetland indicator status of facultative or wetter (i.e., facultative, facultative wetland, or obligate wetland). Soil on the site was considered hydric if one or more of the following characteristics were present: • organic soils or soils with an organic surface layer, • matrix chroma just below the A- horizon (or 10 inches, whichever is less) of 1 or less in unmottled soils, or 2 or less if mottles were present, or • gleying immediately below the A- horizon. Indicators of wetland hydrology may include, but are not necessarily limited to: drainage patterns, drift lines, sediment deposition, watermarks, historic records, visual observation of saturated soils, and visual observation of inundation. Appendix A contains data sheets prepared for representative locations in both the uplands and wetlands. These data sheets document the vegetation, soils, and hydrology information that aided in the wetland boundary determination. Wetland boundaries were marked with flagging and surveyed. Due to the highly disturbed condition of the site (i.e., historic filling) much of the delineation was necessarily based on the edge of fill and the apparent location of more natural hydric soils within the delineated wetland. 3.0 RESULTS 3.1 Analysis of Existing Information National Wetland Inventory (NWI) maps developed by the US Fish and Wildlife Service (USFWS) do not indicate that any wetlands are located on or adjacent to the project site (Figure 2). City of Tukwila mapping also does not indicate the presence of any wetlands or watercourses. Since the NWI and City mapping are only general inventories, and because wetland areas change over time, actual field investigation was necessary to ensure that any wetlands were identified. Group Health Support Facility 2 October 5, 1999 563wet1.rpt SOURCE: U.S. Department of the Interior Fish and Wildlife Service National Wetlands Inventory Map Des Moines Quadrangle, Ic181 TALASAEA CONSULTANTS Resource I Environmental Planning 15020 Bear Creek Rood Northeast Hoodh�llle, Washington 98092 Dos, (425) 86 1.9550 - Fat t425) 861 -1549 FIGURE 2: National Wetlands Inventory Map Group Health Site South 124th Street Tukwila, Washington North DE516N DRAWN PROJECT 1 LW 563 SCALE I" = 1000' DATE 6 -I8 -Il REVISED 3.2 Analysis of Field Conditions Four small wetland areas (Wetlands A, B, C, and D) were identified and delineated on the site (Figure 3). All of the wetlands on the site consist of isolated topographic depressions that have been heavily disturbed (and were possibly created by) historic land use practices. Each of these wetland areas is further described below. Wetland A Wetland A (1,226 s.f.) is located along the site's western border, adjacent to 35'h Avenue S. The wetland contains a palustrine emergent plant community dominated by reed canarygrass (Phalaris arundinacea), Canada thistle (Cirsium arvense), and Himalayan blackberry. At the time of the June 1999 field investigations, soils within the wetland were saturated near the surface. The wetland consists of an isolated topographic depression that receives hydrologic support from surface runoff from the surrounding uplands, including a cut ditch that drains into the southeast corner of the wetland. This ditch appears to have been cut at the toe of the fill mound as a surface water conveyance. Wetland A would be considered a Type 3 wetland according to Section 18.45.020.0 of the Tukwila Municipal Code (TWC). Wetlands B and D Wetland B (462 s.f.) and Wetland D (179 s.f.) consist of isolated topographic depressions located in the southern portion of the site. Both of these wetlands appear to have been created as a result of historic grading and filling activities. The wetlands appear to receive surface runoff from the fill slope to the north and from old cut ditches at the base of the road slope to the south. Wetland B consists primarily of a palustrine emergent plant community dominated by reed canarygrass, with Himalayan blackberry along the perimeter. Wetland D contains a palustrine scrub - shrub plant community dominated by reed canarygrass, Himalayan blackberry, and Scouter's willow (Salix scouleriana). At the time of the June 1999 field investigations, much of the soil within the wetlands was saturated near the surface. Wetlands B and D would be considered Type 3 wetlands according to Section 18.45.020.0 of the TWC. Wetland C Wetland C (1,550 s.f.) consists of an isolated topographic depression located in the south - central portion of the site. The wetland is heavily disturbed and may have been created as a result of historic filling and grading activities. Vegetation within the wetland consists of a palustrine scrub -shrub plant community dominated by reed canarygrass, willow ( Salix sp.), and small black cottonwood (Populus trichocarpa) trees. Hydrology within the wetland was assumed based on the presence of hydric soils and evidence of seasonal ponding (e.g. surface staining). Group Health Support Facility 3 October 5, 1999 563wet1.rpt r LE6ENV — •— •— • —• —•— • TP -# I i ......■ — ■ ••■■•...... J/ \ \ \ \ �— `� - __..--.." N \ \✓ / / \ —` / 1 =\ ` 1 / � ^1 --- 1 — ^ � - -/ - f /'1'/iA\f it- J - // ,-- / / `��\ �-""' Vl _ \ \ \` 1 � / / /N — "�------- \ --. ./ te r-_. V' , I - 2 \ \1\ \ k � A -4 5 „ \ V �TLAND A. / m,�22e TP-I rA=j 20.__J • A -12 A -9 t 61 f ` \ \ 4 / PROPERTY LINE EXISTING CONTOUR EXISTING WETLAND BOUNDARY TEST PLOT LOCATION N891 615'W / \ / \\ )2\A \I, \ \ � 1 ` be. ! I - 1 5 • /'��' TP -5 • • • • r � I ditch \ � � / 1 - - - - � N – L 5 \ J 1 `• 4-, / 1 — - -� \ •WETLAND $ f --- �� \ \ -e �� 1B-' 462 5f I I 0 30 60 So. 1 24th Street \ - I N - WETLAND 7 a \ N 179 f` o-zf' v•'� �••'ITLAND G ' 7 —( C-12 1,550'sf B -D , • 120 — a C.:. .n(c rim= North • N N 'l • N TALASAEA CONSULTANTS Ram= E vwome»ot rsskkies 15000 Dm Omskta/118.6.0 v aadiella. Mallaiwo 91072 Bms (QS) Kt- 73.51 -Fs (CS) 114.1 -7S49 • rim • • m24.9 • I \� • \ 6 '-• �::v \ • tack.: ';n:- 1 fence aji■W•WWW‘WP .1W FIGURE 3: Existing Condition Map Group Health Site South 124th Street Tukwila, Washington +rira■rarf NOTE: TOPOGRAPHIG MAP PROVIDED BY SGHROETER SURVEYINE P.O. BOX 813, SEAHURST, HASHINSTON 98062. (206) 242- MOON I 1.W SCALE l 60' I -4-9q MIMED 2TY LINE G CONTOUR 6 WETLAND CRY _OT LOCATION W.end arp inv.= 13.E N89 l6 IETLAND A- `1,226sf: t ► ' • \ \ �'�\ \ �tt \ � \� � \ \ \ \ \\ \ \\ \ \NY cn rim -1 5.7 • 4-1 E.erd anp inv.• 125 ditch — �' - — _ _ \ \ \ -- -- - � -- \ \_ - •,........ / \,_ \p- V \� �i \ 1 \\ i �— \ (� }t\ / / / ``\ — = ^�� -- - - -- r A\ / — , / /\ _` . � � NN \ �--/ \ \\ / ) • ) 1\ 1 =_ — \ \ \ \ \ \ \ x f ( \ I \ ` \\ �( 1 . 1 � t \ - WETLAND p :- _ 4<-12 I,sso sf 8 N TLAND B 0 30 60 120 So. I24th Street \ \\ It ditch / / • ; !� TP -5 c -9 / `-3 kr � TP 6 — TP 4 • - \ 1 s \ 0-2 • .0-a C.-1:"..... 1 y � >�5 �-7 462 sf TP - 3 MOINNIM-- - - - --- North a OM 6 \ - r \ \ \ � N cr.ck, I fence TALASAEA CONSULTANTS Resource Environmental Timing 150309w Doi Reed NmYst Mhodi.hr:7e, M.ii.pes Er (425)isl -73311- Fan (425)O61 -7•49 - ■ \ � \ 30' / \ -, MIR MD c / rim =24.9 • 1 1 — FIGURE 3: Existing Condition 98062. (206) 242 -6621. avvCw NC:ri M,N4=1 dtisb�. Wetland C would be considered a Type 3 wetland according to Section 18.45.020.0 of the TWC. 4.0 WETLAND FUNCTIONS AND VALUES Wetlands, in general, provide many valuable ecological and social functions, including stormwater storage, water quality protection, groundwater recharge and discharge, and wildlife habitat. The wetlands on the project site all have low value for these functions due to their small size, hydrologic isolation, and highly disturbed condition. The wetlands appear to function primarily as minor stormwater storage areas that collect runoff from the surrounding uplands. 5.0 WILDLIFE Although an extensive wildlife study was not performed, observation of wildlife usage was recorded during the field investigations. In general, the site does not appear to contain significant wildlife habitat due to its low plant species diversity, high degree of disturbance, and isolation from larger habitat corridors. Wildlife observations within the wetland were restricted to the American crow, song sparrow, eastern gray squirrel, and Pacific chorus frog (adjacent to the existing detention pond). The number of wildlife species that utilize the site could, however, be expected to be higher than the number actually observed during our limited field investigation due to the seasonality and secretive nature of most wildlife species. No endangered or threatened wildlife species or habitats were identified during the field investigations. 6.0 PROJECT IMPACTS ON WETLANDS Under the proposed project, all four of the isolated, low value wetlands identified on the site would be filled (Figure 4). Since Wetlands B and D are each less than 1,000 s.f. they would probably be exempt from the compensatory mitigation standards of the City of Tukwila (TWC 18.45.115.A). The total regulated wetland impact on the site (i.e., Wetlands A and C) would therefore be 2,776 s.f. 7.0 WETLAND MITIGATION Mitigation for the 2,776 s.f. of impact to Wetlands A and C would occur through the creation of a minimum of 4,164 s.f. of new wetland (1.5:1 replacement to loss ratio) in the northwestern corner of the site, adjacent to the proposed stormwater facilities. The created wetland would then be provided with a 25 -foot enhanced buffer. In addition, the stormwater pond would be planted with native vegetation to provide screening and create a larger, more valuable habitat area. 7.1 Goal and Objectives Goal: Replace the functions lost through filling of 2,776 s.f. of regulated wetland. Objectives: • Increase plant species and structural diversity throughout the 4,164 s.f of created wetland and its buffer. • Control Invasive and exotic species throughout the created wetland and its buffer. Group Health Support Facility 4 October 5, 1999 563wet1.rpt --'... SOUTH 124TH STREET .... __. -- t / 25. A --- , _.,..,-,... ,,.... , j .„ 1 .. , ..:.i . I STORMNATER PONDS I -25 1 I ii i 1 i I 1 I i . I . . gffl.,;.„ 11---- -- W .... . , I I ! 1 1 1 --j 1 1 .,., 1 ! i I I ! 7i4.4.4, ,;, - 4. 4 .x. ..,•:; "'-''' ...a !OENi, • PROPERTY LINE - • • ilETLAND BOUNDARY ! ( 411=1110 411=M ••■• ( TALASAEA CONSULTANTS Resource & Environmental Planning 3502011er 05:4 Itcarltkedma Wobisipon 11072 Du (125) II-755O- Fez (423)1161-7W FIGURE 4: Wetland Impacts and Mitigation Map Group Health Site South 124th Street Tukwila, Washington SOURCE: SITE PLAN PROVIDED BY LANGE MUELLER 4 ASSOCIATES 130 LAKESIDE, SUITE 250 SEATTLE, WA 6 18122 (206) 325-2553 0 30 60 120 SCALE I 60' DATE REVISED North DESIGN I DRAWN I PROJECT [LH 1563 /el • L x I- tf) 7 HI SOUTH 25. LE6END • ■1•1•11 • , 11■■■ 411•11•••■• PROPER LINE ; ! I ! ! ! ; 1 1 I ; n 1 .1=•. ict 1 BOUNDARY 24TH STREET i ! ! 11111! hel E + + + + 4 + + + + + + + + + + + + + • 4 ' • .+ i .+ _,,... •... j I iii 1 1 1 i L] 1 I i I ; i ! 1 4•=1111• •■• .111■111. ■•■ I t I: 1 ! 1 11 1 1 I ; NON-REGULATED FILLED NETLAND (641 sf) REGULATED FILLED NETLAND (2776 sf) NETLAND MITIGATION AREA (mIn. 4,164 sf) NETLAND BUFFER (25' min.) MOND , 11■1. 1 j I I i ! ! ; ! !. • . I • I I I MITI6ATION LEGEND : ! 4111MM •••••• Resource & Environmental Planning IX= Sem Out Raul Nordems Woodimuilk Waiimpos 991:172. Bus (425)1161-7550 - Fos (425)161.7549 TALASAEA CONSULTANTS ; 1 1 +MID ■1•1 ) r - SOURCE SITE LANCE 130 SEA (206) 3 FIGURE 4: kletlup Health Site Impacts MItIgatlo Group South 124th Street 11lashington • Screen the created wetland from the proposed project with a variety of native plantings. 7.2 Construction Management Prior to commencement of any work by contractors in the wetland creation or buffer enhancement area, the construction limits will be staked and any existing vegetation to be saved will be clearly marked. A pre - construction meeting will be held at the site to review and discuss all aspects of the project with the selected contractor. A wetland consultant will supervise plan implementation during construction to ensure that objectives and specifications of the mitigation plan are met. Any modifications to the design that may be necessary due to unforeseen site conditions will be jointly approved by the City of Tukwila and the wetland consultant prior to their implementation. 7.3 Monitoring Methodology The monitoring program will be conducted twice a year for a period of three years, with annual reports submitted to the City of Tukwila. Vegetation Permanent vegetation sampling points or transects will be established at selected locations within both the wetland creation area and wetland buffer enhancement area to incorporate all of the representative plant communities. The same monitoring locations will be re- visited each year with a record kept of all plant species found. Vegetation will be recorded on the basis of relative percent cover of the dominant species within the vegetative strata. All monitoring will be conducted by a qualified consultant. Photo - points will be established from which photographs will be taken throughout the monitoring period. These photographs will document general appearance and progress in plant community establishment in the mitigation areas. Review of the photos over time will provide a semi - quantitative representation of success of the planting plan. Monitoring and photo -point locations will be shown and described in the first monitoring report. Wildlife Wildlife species that are readily observable (either by direct or indirect means) will be identified and recorded in the mitigation area. Direct observations include actual sightings, while indirect observations include tracks, scat, nests, song, or other indicative signs. Water Quality and Hydrology During each monitoring event, an assessment will be made of the water regime within the mitigation area to ensure that proper hydrological conditions exist within Group Health Support Facility 5 October 5, 1999 563wet1.rpt ' both the wetland and its buffer. General observations will be made of the extent and depth of soil saturation or inundation. Water quality will be assessed qualitatively, unless it is evident there is a serious problem. In such an event, water quality samples will be taken and analyzed in a laboratory for suspected parameters. Qualitative assessments of water quality include: 1. oil sheen or other surface films, 2. abnormal color of water or odor, 3. stressed or dead vegetation or aquatic fauna, and 4. turbidity. 7.4 Success Criteria Success of plant establishment within the mitigation area will be evaluated on the basis of both percent survival and percent cover of desirable species. Undesirable species include exotic and invasive species such as Scot's broom, Himalayan and evergreen blackberry, reed canarygrass, morning glory, and Japanese knotweed. For the planted trees and shrubs, success will be based on at least an 85% survival rate, or at least 50% cover of equivalent recolonized native species, by the end of the three -year monitoring period. Exotic and invasive plant species will be maintained at levels below 20% total cover. Removal of these species will occur immediately following the monitoring event in which they surpass the above maximum coverage. Removal will occur by hand whenever possible. 7.5 Maintenance (M) and Contingency (C) Established performance standards for the project will be compared to the monitoring results in order to judge the success of the mitigation project. Contingency will include the items listed below and would be implemented if these performance standards are not met. Maintenance and remedial action on the site will be implemented immediately upon completion of the monitoring event (unless otherwise specifically indicated below). • replace dead plants with the same species or a substitute species that meets the goal of the plan (C) • re -plant areas after reason for failure has been identified (e.g., moisture regime, poor plant stock, disease, shade /sun conditions, wildlife damage, etc.) (C) • remove /control weedy or exotic invasive plants by manual or chemical means approved by City of Tukwila. Use of herbicides or pesticides within the mitigation area would only be implemented if other measures failed or were considered unlikely to be successful (C & M) • after consulting with City staff - minor excavation, as needed, to correct alterations of surface drainage patterns (C) Group Health Support Facility 6 October 5, 1999 563wet1.rpt Group Health Support Facility ••• • •••• • ::•:, .:!.. ''.,::,].••••.-i.:....:'.'..::::::.''-'.•:,..••••:,',..-:.;:-....•:',:;.•:::....'J":•.,,..•;.•;•:::: :. '-.:..,:::::•::':..;i...:..;-•?... ' ...-7 ::::::::::: : ,;. , •:::......,,;,:...,:.. - ... , ,,....,..,- ; • ,:-..,-..,..,::.........,,,,,..,....,:.:i.,.... .,•,.i.•..'[...:.::::::::.::::-..:1,....„•••.....,..,.."..,,J.;.;;,,,,,',.-;;!...•,:::::::„..:-:•••;:,::::,',.::.•,.:::..c-.:••••1•••::::,.• .. .,. , '"...:;;::::..,,y,-...,•:.•.•:: f:;.:;:-....,:..,•••••,,...k*'..,,i... •;i:•"..-:.1....:';';:',.....,•,:f.:::.:..-.:',.:•.,?;.•••..•.2;',T:..*:-'.:''...•,•,.:..••,..••:.:.•;.':::;=•••••."..:',:f•'...•.-..'•!,•.:-:::.'•••"...••''''•..'.....•......,..„... ••,• 0. '...' '...k ,,,,,,,. .. ,... . " ..,' ; ,....-„•'' ,. , ' ,,,' • .. "`. • i.,',.• . , .., , , , .,,,,: .,• ,',..,,'.. ■',' • • ' .' ' ' ' ■,, ..... ' • ,,,,,;,. ,' , •,,,,:,'..., • • . . . ,..,. ,,,, , ,,,r, .',':. !..... ,,:'• , . .., , ,,,• ....,, , ,,, 1 . , ., ', .: . ,, . • I '.. ''..; '''' ''' ' .. . . ' : , ,, • . ,,', : '''. • , '. • , , " ' .,.-: .. r, ..:.'',., .• ■•• '. ''' ' '''' ,.., , ,,,,.,:..... , " ,i., : ,,,:::,...:,, ,,,,,,...,,,.,,,:'..,;•,:..,:',;,;.'.;'.. :'. ........':' ' .. ' „.?,'; ':.'•... , .,, : , / , ,.., ..,., ...'' ,•;''''. • '.......''' . ' .' '''''. • ''', ..,'...„.•'•• ..'■. . I .. • ' • , ,:',, ,2: .. • . .• ,• .. .,,' '.• ••• • .• • • , ••• •••••'.•: • • • 7 clean-up trash and other selectively prune woody plants to meet the plan's goal and objectives thinning and removal of diseased portions of trees/ahrUbs):(My• .• • • 7.6 Performance Bond „ TOEstuiti:the success of the mitigation, a performance bond or other financial .‘ guarantee will be posted with the City of Tukwila for the cost of Implementing and •,, • monitoring the mitigation plan.; At the discretion of the City, the bond may be ''• released in Partial amounts in proportion to work successfully completed Over the • three-year monitoring period as the applicant demonstrates performance for .. . implementing the conditions of the plan. . • • : ": • . •... October 5, 1999 563wettrpt References Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of Wetlands and Deepwater Habitats of the United States. U.S. Fish and Wildlife Service, Department of the Interior. FWSOBS- 70/31. Environmental Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual. Technical Report Y -87 -1, US Army Engineer Waterways Experiment Station, Vicksburg, Miss. Hitchcock, C.L., and A. Cronquist. 1973. Flora of the Pacific Northwest. University of Washington Press. 730 pp. Munsell Color. 1988. Munsell Soil Color Charts. Kolimorgen Instruments Corp., Baltimore, Maryland. Reed, P.B. Jr. _ 1988. National List of Plant Species that Occur in Wetlands: Northwest (Region 9). USF &WS Biol. Report 88. Reed, P.B. Jr. 1993. Supplement to: National List of Plant Species that Occur in Wetlands: Northwest (Region 9). USF &WS Biol. Report 88. U.S. Fish and Wildlife Service. 1987. National Wetlands Inventory Map, Des Moines Quadrangle. Washington State Department of Ecology. 1997. Washington State Wetlands Identification and Delineation Manual. Washington State Department of Natural Resources. 1994. Endangered, Threatened and Sensitive Vascular Plants of Washington. PENDIX DATA SHEETS 8.2 DATA FORM ROUTINE ONSITE DETERMINATION METHOD Field Investgat r(s): AL-TV-.N s-3 A Date: 4 " 7 - 4.95 Project /Site: 'W..).4 N CAST T�kw1� State. WA County: 1< a f 7 /pplicanuOwner• le-Am..."Eu. C. . Plant Community :Mame• TP I ' Note: If a more detailed site description is necessary, use the back of data form or a field notebook. Do normal environmental conditions exist at the plant community? Yes X No (If no, explain on back) Has the vegetation, soils, and/or hydrology been significantly disturbed? Yes X No (If yes, explain on back) 1-b s-rot L F tu- t r`! b Mr!) (12.A D I rJ (.y Dominant Plant Species f in k 4cJw�;n�[CS R.Ass d;scc c( C rsiv . • AcJe ^St 1. 2. 3. 4. 5. 6. 7. 8. 9 10. • VEGETATION Indicator Indicator Status Stratum Dominant Plant Species Status Stratum FAcw (-Act) S 12. fac4* �M 13. 14. 15. 16. 17. 18 19. 20.' 11. Percent of dominant species that are OBL, FACW, and/or FAC 33 ° / o Is the hydrophylic vegetation criterion met? Yes No )4 Rationale. MOT Co% FkC o2 [,'C'T Series/phase.: Is the soil on the hydric soils list? Yes Is the soil a Histosol? Yes No Is the soil: Mottled? Y s X No Matrix Color: 10`(R N 7-. Other hydric soil indicators: Is the hydric soil criterion met? Yes X Rationale. Lout C Hike. e`■,4 W rr SOILS Subgroup• No Undetermined Histic epipedon present? Yes No _ _ Gleyed? Yes No Mottle Colors: VAR ►Atb No orrl LS HYDROLOGY Is the ground surface inundated? Yes No )( Surface water depth. Is the soil saturated? Yes No lC Depth to free-standing water in pit/soil probe hole' List other field evidence of surface inundajion or spil saturation. 5,4.�Ja-w-r cy> N0.1z_ S,,ZFAcE Is the wetland hydrology criterion met? Yes X No Rationale: SS €, ► J 'Cc, NY71/-1C JURISDICTIONAL DETERMINATION AND,RATIONALE Is the plant community a wetland? Yes X No Rationale for'jurisdictional decision• BksL� t (t�6e L`( o'J t\`i D C. a 16.. ,.rt) it> f..% Ls A'T- IL, SE -wet' S w - I .. 1 This data form can be used for the Hydric Soil Assessment Procedure and the Plant Community Assessment Procaduro. 2 Classification according to 'Soil Taxonomy.' CIS Ji5 er L: S ?It4,3'• 8.2 Dominant Plant Species Series/phase: Is the soil on the hydric soils list? Is the soil a Histosol? Yes Is the soil: Mottled? Yes Matrix Color: 1 OYR.. / t .. Other hydric soil indicators' Is the hydric soil criterion met? Rationale: N O ti`." -rt -F S r N • DATA FORM ROUTINE ONSITE DETERMINATION METHODI Field Investigators : ALv r tM `tr • Date: ( PProject/She: ( R , 1J� wkik∎ CsJK �'..(k State: + JA County: licanVOwner• T �'`�'"Ek• C•�+'t "Name: TP 2 App Plant Community Note: If a more detailed site description is necessary, use the back of data form or a field notebook. Do normal environmental conditions exist at the plant community? Yes )C No (If no, explain on back) Has the vegetation, soils, and/or hydrology been significantly disturbed? Yes ' No (If yes, explain on back) 3/44%5-1 F t ir..fl p ab R iLu bus AZsci:,lac �itc J Mcut tnale.c■ 5 t- c.oJ: cec, FPCt..t VEGETATION Indicator Status Stratum Dominant Plant Species 1. S 11. 2. czc.icn se.. t1 12. 3. 13. d. 14. 5. 15. 6. 16. 7. 17. 8. 18. 9. 19. 10. 20.' Percent of dominant species that are 061, FACW, and/or FAG 3 It Is the hydrophy,ic vegetation criterion met? Yes No ;G Rationale: N v > 54 %k: fAc. OCR kdJf.. (L- SOILS Subgroup• Yes No Undetermined ' No x' Histic epipedon present? Yes No X Gleyed? Yes No )c Mottle Colors: Yes No X- C AkiL4 O `r HYDROLOGY No Is the ground surface inundated? Yes No X Surface water depth: Is the soil saturated? Yes No '(••• Depth to free•standing water in pit/soil probe hole' List other field evidence of surface inundation or soil saturation. Is the wetland hydrology criterion met? Yes NoX Rationale: • N v CISE.tty •i‘o.4 CO- CV+ar ,Jct; or^ Pori L +t 5'%r k_ 3Ar'Ti►Z•A"r 01 JURISDICTIONAL DETERMINATION AND.RATIONALE Is the plant community a wetland? Yes No 'r Rationale for'jurisdictional decision' ly �. R i t cR jA Lfr+ t This data form can be used for thb•Hydric Soil Assessment Procedure and the Plant Community Assessment Procedure. 2 Classification according to 'Soil Taxonomy.' Indicator Status Stratum • B•2 ....r n�. .:: 1F r. •Y�..:i��e'?.rS. .ai. u+rr DATA FORM ROUTINE ONSITE DETERMINATION METHOD Field Investigator(s): At- T:AAA.Jrnl Date: 6 ' 2 4 1 ProjeCJSile: '(,F4:�7 " em-Ar I State* t^t County r"t Applicant/Owner- Plant Community tame: TP 41. Note: If a more detailed site description is necessary, use the back of data former a field notebook. Do normal environmental conditions exist at the plant community? Yes X No (If no, explain on back) Has the vegetation, soils, and/or hydrology been significantly disturbed? Yes X No • (If yes, explain on back) H‘ sTaRV c F % Lt.t nJ b VEGETATION Indicator Status Stratum Dominant Plant Species 11. 12. 3. 13. 4. 14. 5. 15. 6. 16. 7. 17. a. 18. 9. 19. 10. 20.' Percent of dominant spades that are OBL. FACW, and/or PAC is the hydrophyic vegetation criterion met? Yes, X No • Rationale: S'tho f=-AL 62 Dominant Plant Species 1. P he ,0.+n: i n c,i C, 2. Series/phase: Is the soil on the hydric soils list? Is the soil a Histosol? Yes Is the soil: Mottled? Yes 1C Matrix Color: 1 YR 3 11 Other hydric soil indicators' Is the hydric soil criterion met? Rationale: LAw C t ' 4 0 . c'A Yes, c No HYDROLOGY Is the ground surface inundated? Yes No X Surface water depth: Is the soil saturated? Yes No K Depth to free-standing water in pit/soil probe hole' List other field evidence cf surface inundation or soil saturation. Sow�E S.JItfhCE 5-rt.\ i ic. Is the wetland hydrology criterion met? Yes X No Rationale: S U AA SOILS Scr iVvti_ Ta tl w7i� \L StSr Subgroup• Yes_ No Undetermined No X, _ Histic epipedon present? Yes No Gleyed? Yes No X Motile Colors: •gA iA4�� Gek.k'• r,J (, No CL_ .m suRPI.cE 4,J(( JURISDICTIONAL DETERMINATION AND Is the plant c*mmunity a wetland? Yes k No Rationale for'jurisdictional decision: %5e7 LkR(,GL a &Iarz%e.. This data form can be used for the Hydric Soil Assessment Procedure and the Plant Community Assessment Procedure. 2 Classification according to 'Soil Taxonomy.' • - -t. 3 Indicator Status Stratum B.2 DATA FORM ROUTINE ONSITE DETERMINATION METHOD Field Investigator(s): AL:7 A , jjJ. • Date: (P q9 ProjectJSite• &Root HEM-TAI Tur ' ' � �� State WA County: K reJ Applicant,OOwner: 'T `" MOu-I Plant Community etMame• T? ts 4 • Note: If a more detailed site description is necessary, use the back of data form or a field notebook. Do normal environmental conditions exist at the plant community? Yes X No (If no, explain on back) Has the vegetation, soils, and/or hydrology been significantly disturbed? Yes X No (If yes, explain on back) RI STOtz, c NI u lk $) COD% C, • VEGETATION Indicator Indicator Dominant Plant Species Status Stratum Dominant Plant Species Status Stratum t, '12.,bus scd`d r FAco S 11. 2. 12. 3. 13. 14 . 5, 15. 6. 16 7. 17. 8. 18. 9. 19 10. 20.' Percent of dominant s that are OSL. FACW, and/or FAG O Is the hydrophytic vegetation criterion met? Yes No X Rationale. NflT > So ° �o 1 A G ort t.S ft-T i SOILS Series/phase: Subgroup• Is the soil on the hydric soils list? Yes No Undetermined Is the soil a Histosol? Yes No X Hislic epipedon present? Yes No _ Is the soil: Mottled? Yes No Gleyed? Yes No Matrix Color: COI'k -T f *t-L Motile Colors* Other hydric soil indicators: Is the hydric soil criterion met? Yes No ?C Rationale: Cot'•.k_r f % � � ?� HYDROLOGY . Is the ground surface inundated? Yes NoX Surface water depth' Is the soil saturated? Yes No X Depth to freestanding water in pit/soil probe hole* List other field evidence of surface inundation or soil saturation. Is the wetland hydrology criterion met? Yes No X Rationale: • No o5sk6..,A4, 1s,-t Cat F‘f•ti)c -i- CF ar S a` 5r4 0 -4 0 JURISDICTIONAL DETERMINATION AND Is the plant community a wetland? Yes No X Rationale for jurisdictional decision' , P1 CRr" -tot vAtT This data form can be used for tho.Hydric Soil Assessment Procedure and the Plant Community Assessment Procedure. 2 Classification according to 'Soil Taxonomy.' 8.2 Field Investigator(s)): A`' - '"^1'P' Project/Site: GP4) -$7 vitAtt64•I.t,,ttwt..A, Applicant/Owner: A""` -" Cif Note: If a more detailed site description is Do normal environmental conditions exist at the plant community? Yes x No (If no, explain on back) Has the vegetation, soils, and/or hydrology been significantly disturbed? Yes )C No • (it yes, explain on back) it,‘ S•rox.% t l 0,16j A ' •'i? GA,141-21ta (2 Dominant Plant Species ?tom \ Illettftaidesswr N';s at. r% .Acrti 1. 2. 3. 4. 5. 6. 7. a. 9. 10. poe.►1 us 4r,clntcct•?s cc-11x 5 ?. • DATA FORM ROUTINE ONSITE DETERMINATION METHOD VEGETATION Indicator Status Stratum Dominant Plant Species 40•40 N 11. 12. •c- 5 13. G 44- 14. 15• 16. 17. 18 19. 20.' Percent of dominant species that are OBL, FACW, and/or FAC (po ° /C Is the hydrophylic vegetation criterion met? Yes X' No • Rationale. So 'to '.c Of- c i; Series/phase.: Is the soil on the hydric soils list? Is the soil a Histosol? Yes Is the soil: Mottled? _Yes X Matrix Color: 10`. i` 9(1 Other hydric soil indicators: Is the hydric sail criterion met? Yes X Rationale: Lo �J C +tg w1 A- Subgroup• Yes No Undetermined No X Histic epipedon present? Yes No Gleyed? Yes No A Mottle COICrs: VArLrABLL No w %TH v.10 -TL.E5 Date: ' `t • State: w County: l - I ^ �% Plant Community sr/Name. 't d S necessary, use the back of data form or a field notebook. SOILS No X Indicator Status Stratum HYDROLOGY Is the ground surface inundated? Yes No X Surface water depth: Is the soil saturated? Yes No X Depth to freestanding water in pit/soil probe hole: List other field evidence cf surface inundation or soil saturation. So•^•• . So►t.rhCE. STAi,Jiwt:' Is the wetland hydrology criterion met? Yes X No Rationale: ASs,r• 004. �o kOtbt •%c ' SAsL P,.�D s .4- fftct. $TA ►nJ j (� JURISDICTIONAL DETERMINATION AND.RATIONALE Is the plant community a wetland? Yes X No Rationale for'jurisdictional decision: Al.L 3 C �'TC1t�. w••E;T 1 This data form can bo used for tho.Hydric Soil Assessment Procedure and the Plant Community Assessment Procedure. 2 Class ication according to "Soil Taxonomy.- B•2 ' Field Investigator(s): A -0 '' 1 P dr Project /Site: tot104? "14"- -CA Applicant/Owner: Te-re c Po./ Note: If a more detailed site description is 1. 2. 3. 5. 6. 7. a. 9• 10. • DATA FORM ROUTINE ONSITE DETERMINATION METHODI Date. 6 State: 1' County: I` � a v Plant Community x/Name: Tr ' 6 necessary, use the back of data form or a field notebook. Do normal environmental conditions exist at the plant community? Yes )( No (If no, explain on back) Has the vegetation, soils, and/or hydrology been significantly disturbed? Yes K No • (If yes, explain on back) 1- 1%SToRtc Fs• -%.- Jt.' At-to (Apt (t..1 VEGETATION Indicator Indicator Dominant Plant Species Status Stratum Dominant Plant Species Status Stratum • v, g\ ceis ca,•4:ntctc, ACv1 _ 11. R•tb.,s dt s ceA b r ft W S 12, —� Pa ?.auy n;51%:,. " 13.. 14.. 15. 16. 17. 18. 19. 20.• Percent of dominant species that are OBL, FACW, and/or FAG • 3 3 Is the hydrophyic vegetation criterion met? Yes No �• Rationale: N o T > So% Ft-c. SOILS Series/phase: Subgroup : Is the soil on the hydrlc soils list? Yes No ' Undetermined Is the soil a Histosol? Yes No )( Histic epipedon present? Yes No X Is the soil: Mottled? Ye No )C Gleyed? Yes No K Matrix Color: IoYrr 41 Mottle Colors: Other hydric soil indicators: Is the hydric soil criterion met? Yes No PC Rationale: C1itWmh• nF 2 t4 wtort•LeS HYDROLOGY Is the ground surface inundated? Yes No i( Surface water depth: Is the soil saturated? Yes No X Depth to free-standing water in pitsoil probe hole: list other field evidence cI surface inundation or soil saturation. Is the wetland hydrology criterion met? Yes No X Rationale: • N c1/4/ i7Etitc a& Sot SP ao OK I n1Jr1DA is rs JURISDICTIONAL DETERMINATION AND.RATIONALE Is the plant community a wetland? Yes No ?� Rationale for•jurisdiciional decision: r3o C g.tZ %t - th This data form can be used for the Hydric Soil Assessment Procedure and the Plant Community Assessment Procedure. 2 Classification according to 'Soil Taxonomy.' DATA FORM ROUTINE ONSITE DETERMINATION METHOD Field Investigat r( s): L�vh ^a,J Date: 10 - 4 "fig Project/She: GRb4P I+EArrtixti.mw...l.. Stale. WA Coun K440 Applicant/Owner• Te40•Ar"`EcL 04.1 Plant Community x/Name: 'f' d 1 ' Note: If a more detailed site description is necessary, use the bads of data form or a field notebook. 8-2 Do normal environmental conditions exist at the plant community? Yes }c No (If no, explain on back) Has the vegetation, soils, and/or hydrology been significantly disturbed? Yes ,X No (It yes, explain on back) gpJii c.rr 1 tli•ut''rt v? - rf75 Dominant Plant Species 1. 11. 2 Cu h AG T t.,5cco.,.r�•. fr.c i 'T / 12 . 3. (£,r...4 tSaiar tom" .....2_____ 13.- 4 Pri�s4•r1M+�. 'ww!n; 4-.►�. FAt o 14. 5. 15. 6. 16. 7. 17. 8. 18. 9. 19. 10. 20.' • VEGETATION Indicator Indicator Status Stratum Dominant Plant Species Status Stratum Percent of dominant species that are OSL, FACW, and/or FAG ZS io Is the hydrophytic vegetation criterion met? Yes No x• Rationale: Nu r 7 Seib KA . &A- t.JET1 . Series/phase.: Is the soil on the hydric soils list? Is the soil a Histoscl? Yes Is the soil: Mottled? es Matrix Color: tO' . S � P Other hydric soil indicators: Is the hydric soil criterion met? Yes Rationale' H% (0e1 etERbwA SOILS Subgroup• Yes No Undetermined No X Histic epipedon present? Yes No X No X Gleyed? Yes No X Monte Colors: No .X HYDROLOGY • Is the ground surface inundated? Yes No X Surface water depth: Is the soil saturated? Yes No )C Depth to free - standing water in ph /soil probe hole: List other field evidence of surface inundation or soil saturation. Is the wetland hydreloc,y criterion met? Yes No X Rationale: iJ 0 t es egLV A .' e: e J , b J ( f- .S ; .. S f,-T 4,(L. &-r Q a_ JURISDICTIONAL DETERMINATION AND.RATIONALE Is the plant community a wetland? Yes No X Rationale for'jurisdiciional decision* NO C rr- tT �� -t This data form can bo used for the Hydric Soil Assessment Procedure and the Plant Community Assessment Procedure. 2 Classification according to *Soil Taxonomy.' B•2 • DATA FORM ROUTINE ONSITE DETERMINATION METHOD Field Investigator(s): ALT Mi.0 Date: T-44 - 9 c Project /She: GRo0? M.-4m 'I TAW "'" Slate' wA County: 8r r+Jto ^E" Applicant/Owner. "rg•Am �O" Plant Community x/Name: "ti' • Note: If a more detailed site description is necessary, use the back of data form or a field notebook. Do normal environmental conditions exist at the plant community? Yes X No (If no, explain on back) Has the vegetation, soils, and/or hydrology been significantly disturbed? Yes n No • (It yes, explain on back) Ht (,r t'D,PJC, • VEGETATION Indicator Indicator Dominant Plant Species Status Stratum Dominant Plant Species Status Stratum 1• R. J1,05 Xstobr frACt1 S 11 2. 12.. 3. .13. 4. 14. 5. 15. • 6. -16 7. 17 8. 18 9. 19 10. 20.' Percent of dominant species that are O &L, FACW, and/or FAC Is the hydrophytic vegetation criterion met? Yes No X• Rationale. �•I oT > 5b1'. Fhc t p WET T EP Series/phase.: Is the soil on the hydric soils list? Is the soil a Histosol? Yes Is the soil: Mottled? Yes Matrix Color: laYrk 312.- Other hydric soil indicators: Is the hydric soil criterion met? Yes Rationale: C F- - z Subgroup• Yes No Undetermined No x Histic epipedon present? Yes No K No X , Gleyed? Yes NoX Motile Colors' No SOILS O , o HYDROLOGY Is the ground surface inundated? Yes No X Surface water depth: Is the soil saturated? Yes Nom Depth to freestanding water in pa/soil probe hole* List other field evidence of surface inundation or soil saturation. Is the wetland hydrology criterion met? Yes No X Rationale: e.ast(t•vnTRR:J be— E/■DCr.JC€ GE- S6IL. S/ri‘drlPT 4 e ,,,_ rr svaDhr�sa JURISDICTIONAL DETERMINATION AND.RATIONALE Is the plant c mmuniy a wetland? Yes No < Rationale for'jurisdictional decision: N c cRr v'-^eV 'This data form can be used for the • Hydric Soil Assessment Procedure and the Plant Community Assessment Procedure. 2 Classic ation according to 'Soil Taxonomy.' 'TP �� « � y A9 November 18, 1999 International Gateway East II, LLC c/o Sabey Construction 101 Elliot Avenue West, Suite 400 Seattle, Washington 98119 Attention: Mr. Bernard R. Martell Subject: References: Dear Mr. Martell: Supplemental Recommendations Proposed Group Health North Tukwila, Washington Earth Consultants, Inc. Geotechnical Engineering Study E -8806 dated August 11, 1999 IS 90 Earth Consultants Inc. (k , trr: hnit; tllatghxrrti artltr gLL(ti &linVinxnlx tti E -8806 At your request, we have evaluated an alternative foundation option for the proposed building. ECI previously provided the referenced geotechnical engineering study for the project and recommendations for augercast piles for support of the building. The recommendations in this letter are intended to supplement and were applicable supersede the recommendations in the referenced report. At the time our referenced report was written, the building location and loads were not finalized. We understand the building will now be located as shown on the Boring and Test Pit Location Plan, Plate 1. Based on the information provided by the structural engineer, the column loads will be in the range of one hundred twenty (120) to one hundred seventy (170) kips. The proposed finish floor elevation is twenty -nine (29) feet. Three additional borings were drilled to evaluate the subsurface conditions in the building area, not previously explored. Please refer to the Boring and Test Pit Logs, Plates A2 through A18, for a more detailed description of the conditions encountered at each location explored. A description of the field exploration methods is included in Appendix A. 1805 136th Place N.E., Suite 201, Bellevue, Washington 98005 Bellevue (425) 643.3780 FAX (425) 746 -0860 Toll Free (888) 739.6670 Surcharge Program atn + w+.N... International Gateway East II, LLC c/o Sabey Construction E -8806 November 18, 1999 Page 2 In Boring B -3, northeast of the building, we encountered peat with sand lenses at eleven (11) to twenty (20) feet below the existing grade. We also encountered peat in Test Pit TP -3 on the eastern side of the building. In Borings B -101 and B -103, located on the southwest and southeast corners of the building, respectively, we did not encounter soft or organic soils. To limit the differential settlements across the building, the building areas not covered by fill to Elevation 36 should be surcharged. The northeastern portion of the building will be the critical area for the surcharge. Our field exploration indicates the site is underlain by loose to dense fill overlying interbedded moderately compressible organic silt and peat. The building loads will induce settlement in the existing fill and underlying compressible soil layers. We estimate primary settlement will be on the order of four to twelve inches depending on the thickness and characteristics of the consolidating layers in building areas not covered by sufficient amounts of fill. In order to pre- induce this settlement in these areas, the building foot print should be surcharged. The surcharge program would consist of placing a layer of fill across,the building area to elevation 36 feet. The areas of the building were the existing fill pile is above elevation 36 feet, the fill may be removed down to final subgrade level. The surcharge should extend at least five feet beyond all newly surcharged areas. The surcharge fill should then be allowed to pre- induce the estimated settlement. During this period, the induced settlement will be monitored. When the settlement ceases or the future settlement is considered to be within the tolerable limits of the structure, the surcharge is removed and building construction can commence. We estimate the surcharge will need to be in -place four to six weeks. We estimate the surcharge program should reduce total post - construction settlements to about one and one -half inches. See the referenced report for additional information on surcharge fill and monitoring. Foundations Based on the results of our study, it is our opinion the proposed building may be supported on a conventional spread and continuous footing foundation bearing on at least two feet of structural fill, after the successful completion of the surcharge program. We anticipate some of the existing fill may be adequate for foundation support; however, areas of overexcavation and replacement should be expected. This should be determined in the field when actual conditions are exposed. Earth Consultants, Inc. International Gateway East II, LLC c/o Sabey Construction E -8806 November 18, 1999 Page 3 For frost protection considerations, exterior foundation elements should be placed at a minimum depth of eighteen (18) inches below final exterior grade. Interior spread foundations can be placed at a minimum depth of twelve (12) inches below the top of slab, except in unheated areas, where interior foundation elements should be founded at a minimum depth of eighteen (18) inches. With foundation support obtained as described, for design, an allowable soil bearing capacity three thousand (3,000) psf for structural fill can be used. Continuous and individual spread footings should have minimum widths of eighteen (18) and twenty -four (24) inches, respectively. Loading of this magnitude would be provided with a theoretical factor -of- safety in excess of three against actual shear failure. For short -term dynamic loading conditions, a one -third increase in the above allowable bearing capacities can be used. • With structural loading as expected, total settlement in the range of one and one -half inches is anticipated with differential movement of up to one inch in one hundred (100) feet. Most of the anticipated settlements should occur during construction as dead loads are applied. Footing excavations should be observed by a representative of ECI, prior to placing forms or rebar, to verify that conditions are as anticipated in this report. ECI should be retained to review the foundation plans when completed. We appreciate the opportunity to be of service, if you have any questions or need additional information, please contact us. Yours very truly, EARTH CONSULTANTS, INC. Earth Consultants, Inc. Kristina M. Weller, P.E. Robert S. Lev Project Engineer Principal Loins 03 ' 7 /coo Attachments Plate 1 Boring and Test Pit Location Plan Appendix A Field Exploration Appendix B Laboratory Testing Ai/99 1 1 : —TP -1 ` z 1 '. i t (0-6)` I • i (6 -10+) - . Wigged I ` !Water axiality ; i Water Guard) 1 • Anse i - I _. i CA B -101 1TP-5 ( - 9-r) 1 1 B-102 TP -2 (0 - 18) (0- 1&-) (2C - 26) Approximate Scale 40 0 40 80 160ft. S. 124th STREET I TP -3 (0 - 9) Proposed (9 - 11+) 2 -Story Building 30 TP-4 (8 - 12+) • I B -3 — lb — (0 - 1 I (11.5 - 22.5) (0 - 8) B -1031 —.— 2 : NOTE: this plate may contain areas of color. ECI cannot be responsible for any subsequent misinterpretation of the information resulting from black & white reproductions of this plate. 1B (0 - 13) \ —.— (13 - 28) 1 B-1 (0 - 14) (1s -23 —.— LEGEND B -101—I—Approximate Location of ECI Boring, Proj. No. E -8806 (Addendum), Oct. 1999 Drwn. GLS B -1 —a—Approximate Location of ECI Boring, Proj. No. E -8806, June 1999 TP -1 —a— Approximate Location of ECI Test Pit, Proj. No. E -8806, June 1999 (0 - 5.5) Thickness of Existing Fill Material (In Approximate Feet Below Existing Grade) ! Z. p -G (8 - 12) Thickness of Native Organic and Compressible Soils Comprised of Organic Silt/Clay and Peat (In Approximate Feet Below Existing Grade) CP Subject Site Proposed Building Reference: Site Plan Sheet No A1.1 Job No. 99089 By Lance Mueller & Associates, Architects Dated 10/05/99 Earth Consultants, Inc. Geoiechnical Engineers Geologists & Environmental Scientists Boring and Test Pit Location Plan Group Health R & D Building Tukwila, Washington Checked MGM Date Oct. '99 Date 10/20/99 Proj. No. 8806 Plate 1 -1 —TP -1 s 1 t (0 - 6) 1 } 1 ( -10+) • .. , . Mitigated 1 I Water Quality i s i Water Quality I i �—- �: -. 40 I B-102 TP -2 (0 - "18) (0 - 16=) _ 1 _ (2C - 26) I TP -3 (0 - s) Proposed (e -11 +) 2 -Story Building 1 TP -5 (6 - 9T) Approximate Scale 40 0 40 80 160ft. S. 124th STREET TP-4 (8 -12 +) B -3 —i— (0 - 1 1 . 5 ) I (11.5 - 22.5) (0 - 8) B -1031 NOTE: this plate may contain areas of color. ECI cannot be responsible for any subsequent misinterpretation of the information resulting from black & white reproductions of this plate. 1B-2 (0 -13) 't -. 13 - 28) 1 B-1 (o - 14) (14 - 23 -a- TP- 1 — :—Apps I ECI t E -8E 1 In (0 - 5.5) Thic g Mat( ' "3;• Belo ▪ . (a - 12) Thic r and Corr and - 3 --G Belo, 1' N Subj+ B -101— :—Appr 1 ECI I E -88 Reference: Site Plan Sheet No A1.1 Job No. 99089 By Lance Mueller & Dated 10/05/99 Drwn. GLS Checked MGM LEG B -1 — : —Appr ECI E -88 Pro Eart Georechnic Boring and Te Group Heal Tukwila Date Date Project Name ' 6.4 Acre Parcel Sheet of 2 2 Job No. 8806 Logged by KME Start Date: 6/23/99 Completion Date: 6/23/99 Boring No.: B-2 Drilling Contactor. Associated Drilling Method: HSA Sampling Method: SPT Ground Surface Elevation: Hole Completion: Monitoring Well 0 Piezometer 23 Abandoned, sealed with bentonite General Notes W 06) No. Blows Ft. Graphic Symbol Depth Ft. Sample IogwAS SDSf 71.9 35.7 20.5 13 22 70 1 -I 21 22 23 24 25 26 27 28 19 30 31 CL E.4 Brown organic SILT with thin lenses of sand, medium dense, moist -increasing sand lenses SM Gray silty SAND with gravel, very dense, water bearing Boring terminated at 31.5 feet below existing grade. Groundwater table encountered at 25.0 feet during drilling. • ( C fit 'b ro ,,i) \ tur ,t i ll ivp Ear h Co ns ulta nts . .1111h F.1101. ?. 6 1 iet StIllinuE. Boring Log 6,4 Acre Parcel Tukwila, Washington Proj. No. 8806 I Dwn. GLS 1 Date July '99 , Checked KME I Date 7/13/99 Plate Al 1 • Boring Log S ubsUrface conditions depleted represent our observations at the time and loca ion of this eploratory hole modified by engineering tests, analysis and udgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of nformation presented on this log. Project Name: 6.4 Acre Parcel Sheet of 1 2 Job No. 8806 Logged by: KME Start Date: 6/23/99 Completion Date: 6123/99 Boring No.: B-3 Drilling Contactor: Associated Drilling Method: HSA Sampling Method: SPT Ground Surface Elevation: Hole Completion: ❑ Monitoring Well ❑ Piezometer EI Abandoned, sealed with bentonite General Notes W (96) No. Blows Ft. Graphic Symbol aidweS id yldaa USCS Symbol Surface Conditions: 10.2 s.s 13.7 11.7 117.1 85.1 44 20 2 7 17 10 ••••••• ;•;•;•;• ►••••••• ►•••••• • • ■••••••• ••••••• ••••�•• •••••• • ►•••�••• • ►•••�• • ■•••••• • ► •�•••�• ►••••••� ►••••••� ∎• ••�• •• • ••••••• ►•• ••• ►••••••• 4.46.6.11 ray v50: . � .� ��� • • • • • •• • ►••••••• ►••••• ••••••• ►••••• ►••••••• ••••••• ►•••• •••• ∎• ► •• • • • == 1.— , � , , .. 1, ,r 1, e, 0 ..u. . '-=' 0I,I, , ,.1,,. 0 e, .� ,,, � , ,v. , s" s" , L. . _,, a e, ,. e, ,t i, SM (2" Asphalt Concrete) ( G 4" Crushed Base) ray silty SAND with gravel, dense, moist (Fill) Y tY 9 ( ) - medium dense and wet 1 -- — 4 6 8 , 9 10 11 12 13 14 15 16 17 18 1 9 SP -SM • Gray poorly graded SAND with silt, wry loose, wet (Fill) • PT Dark brown PEAT with sand lenses, medium dense, moist to wet -- ,u►s. OW .,411 a+ t ,,, J , , liif Earth Consultants Inc. G n F:nAlnr,i',,C Itthri& F,wimW wvIntl Seim %n r+ Borir Log 6.4 Acre Parcel Tukwila, Washington Proj. No, 8806 I Dwn. GLS Date July'99 Checked KME Date 7/13/99 Plate Al .._.._ .�_....,a�..ynnt wanenr; lrGSt .',�f.N.11a�L✓%+tNivY'tl�:r'eM+ i3oring Log boa ion o this e)ploratory ho m engineenng tests, an a t ys�s and udgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of nformation presented on this log. Project Name: 6.4 Acre Parcel Sheet of 2 2 Job No. 8806 Logged by: KME Start Date: 6/23/99 Completion Date: 6/23/99 Boring No.: B-3 Drilling Contactor: Associated Drilling Method: HSA Sampling Method: SPT . Ground Surface Elevation: Hole Completion: ❑ Monitoring Well • Piezometer KA Abandoned, sealed with bentonite General . Notes W (96) No. Blows Graphic Symbol Depth Ft. Sample IogwAS sosn 30.6 16.3 7 25 21 SMWIL Interbedded gray silty SAND and SILT, loose, wet • — 23 24 26 SM Gray silty SAND, medium dense, wet . --- • Boring terminated at 26.5 feet below existing grade. Groundwater seepage encountered at 7.0 feet during drilling. ,u ►: ��� 414 111l 1 (i/ if rt Co ns ult an t s Inc. GrMi,t1,nralF��g .G *) tb. ,AFiiV i% ti�r,U wYrnul;n Boring Log 6.4 Acre Parcel Tukwila, Washington Proj. No. 8806 I Dwn. GLS I Date July'99 Checked KME I Date 7/13/99 I Plate A].3 Boring Log Subsurf conditions depicted represent our observations at the time and loca ion of this exploratory hole modified by engineering tests, analysis an udgment. They are not necessarily representative of other times and locations We cannot accept responsibility for the use or Interpretation by others of nformation presented on this log. Project Name: 6.4 Acre Parcel Sheet of 1 1 ' Job No. 8806 Logged by KME Date: 6/24/99 Test Pit No.: TP -1 Excavation Contactor. Five Ball Ground Surface Elevation: Notes: General Notes W (g(,) Graphic Symbol aldwas '» yldap logwAs sosn Surface Conditions: Depth of Topsoil & Sod 6" 6.6 346,4 ••••••• ► ►••••••• ►••••••• • •• •: ►••••••• ••••••• ►••••••• ,•••••• • ••••••• ►••••••• ►••••••• ■•••••• • ■•••••• • •••• $•► ••••••••4 ••••••∎ •••• . , . , /, 1 11, , II!: Illt ,, s% ,, s ,i 44, o 4, 4 1, st I, %v, " SM Brown gray silty SAND with gravel, dense, moist (Fill) 1 — , SM Gray silty SAND with gravel, medium dense, moist (Fill) 4 PT Dark brown PEAT, medium dense, wet � . 10 Test pit terminated at 10.0 feet below existing grade. No groundwater encountered during eavation. /uP t1; ' Epp; 44k f drli Earth Consultants Inc. y�nk blP ng l ne ra � , t d $irnrL;n Test Pit Log 6.4 Acre Parcel Tukwila, Washington i Prof. No. 8806 1 Dwn, GLS Date July'99 Checked KME I Date 7/13/99 I Plate A14 Test Pit Log S ubsurface conditions depicted represent our observations at the time and loca ion of this exploratory hole m by engineering tests, an a y s+s and judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of information presented on this log. Project Name: • 6.4 Acre Parcel Sheet of 1 1 Job No. 8806 Logged by: KME Date: 6/24/99 Test Pit No.: TP-2 Excavation Contador. Five Ball Ground Surface Elevation: Notes: . General Notes W (96) lo9wAs opidwo eidwes wdep �ogLw's sQsn Surface Conditions: Depth of topsoil & Sod 2" 8.0 9 . 2 • 11.9 ■••• •••• ■••• •••• ■••• ••• 4 ■••• •••• ■•••• •••• ■••• •••• ■••• •••• ■••• •••• ■•••• $••• •••4 ■••• •••• ■••• •••• ■•••• •••• ■•••• •••• ■•••• •••• /•••• •••• 0•••• •••• 1■•••• •••• ■ ••• • •• w • • • • • ■•• • •• • I, • • • • ■•••• • •• ■ ••• p ,•••••, , ,e • • '41 ■••• •••• ■•• • • •• ■ • • • •••• +•••• •••• ■•••• •••• ■•••• ••• 1 •• ••• ■•••• ••• ■• • • 4 ••••• •••• ■•• • ••• l' ••• ' 1 • • •••• I•••• •••• I•••• •••• ■• • • • •••• ■•••• •••• ■•••• •••• • • • •• •• • fr• •• tt 6 ■ V •••• 1•••• I■ •••• • ••• i■• • • ,,••• V, • • ■•••• ••••• 1 5 8 9 10 11 12 • -,—• 13 14 15 16 SM Brown silty SAND with gravel, dense, moist (Fill) . . -26% fines -23% fines . f • • • -grades to gray and wet . • - - - — — — — — — — — — Test pit terminated at 16.0 feet below existing grade. No groundwater encountered during excavation. ii i ;- ihm III wal ti!ltrorkvti Inc. . tli (id, 4 . thlinIcal Fnitl . s. Aus Consultants est Pit Log 6.4 Acre Parcel Tukwila, Washington Pro). No. 8806 Own. GLS I Date July'99 Checked KME I Date 7/13/99 Plate A15 0 0 S Eu $ a. • Test Pit Log S ubsurface conditions depicted represent our observations at the time and loca ion of this exploratory hole modified by engineering tests, analysis an udgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of nformation presented on this log. • Project Name: 6.4 Acre Parcel Sheet of 1 1 Job No. 8806 Logged by: KME Date: 6/24/99 Test Pit No.: TP -3 Excavation Contactor. Five Ball Ground Surface Elevation: Notes: General Notes W (96) logwAs oiydw9 aldweg 'ld yldaQ USCS Symbol Surface conditions: Depth of Topsoil & Sod 4" 7.0 12.2 158.4 •;•�•� •••�.• ••••• •�•�• ••• ••••• ••••• •••••• •••• :•:•:• ♦•• •O •• • •• •••••• •••••• ••••• ••• ••• •• iii • ••••• • iii • • •�• • • ••• • ••••• •••••• •••••• • 1 3 4 c 6 7 8 9 10 11 SM '" Gray silty SAND with gravel, dense, moist (Fill) • - grades to loose and wet f - — �-- — — — — = ' !0.'!•i '�� .,! PT Dark brown PEAT, loose, wet • • • Test it terminated at 11.0 feet below existing g grade. No groundwater encountered during excavation. du ►. 4 . 11'1 Env, AI\ a� Earth C I n . ('(J /\ IJ G. . tnkdl111;11 ..?CnNn�Lin &FltnvtmUIt I t llS4 c Test Pit Log 6.4 Acre Parcel Tukwila, Washington Proj. No. 8806 own. GLS , Date July'99 Checked KME Date 7/13/99 Plate A1 Test Pit Log F 0 a ' S ubsurface conditions depicted represent our observations at the time and loca ion of this exploratory hole modified by engineering tests, analysis an udgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of nformatlon presented on this log. Project Name: • 6.4 Acre Parcel Sheet of 1 1 Job No. 8806 Logged by: KME Date: 6/24/99 Test Pit No.: TP-4 Excavation Contactor: Five Ball Ground Surface Elevation: • Notes: General Notes W (%) Graphic Symbol aldweS 1d 41da0 USCS Symbol Surface Conditions: Depth of Topsoil & Sod 4" • 7.3 23.1 166.4 1— SM Gray silty SAND with gravel, dense, moist -13% fines 10 11 12 — _. _ _ SM\PT Gray silty SAND with gravel and PEAT, loose to mediu'm dense, moist — PT/CL Dark brown PEAT and organic SILT, medium dense, moist II L - i Test pit terminated at 12.0 feet below existing grade. Slight groundwater seepage encountered at 8.0 during excavation. 40* 0. Ay 1 i .t C o ns u l t ants Inc. q111;;(kitil . rilink•d1 RI Igil Itni?Gl".liCr Test Pit Log 6.4 Acre Parcel Tukwila, Washington Proj, No. 8806 Own. GLS Date July '99 Checked KME ion of this exploratory hole I Date 7/13/99 modified by en:Megrino tests, I Plate A1.7 analysis and Subsurface conditions df.nirlemi ranracpnt o u r observations at the time and loca Test Pit Log , • ' .r..1.1A • 15,1.1...**** . •, : udgment, They are not necesuiri y representative of other times and locations. We cannot accept responsibility for the use or Interpretation by others o information presented on this log. Project NI '6.4 Acre Parcel Sheet of 1 1 Job No. 8806 Logged by • KME Date: . 6/24/99 Test Pit No.: TP -5 Excavation Contactor. Five E Ground Surface Elevation: _ Notes: General Notes w (%) Surface conditions: Depth of Topsoil & Sod 6" • A Q 9.6 51.6 SM Brown silty SAND with gravel, medium dense, moist -27% fines - grades to gray and wet 2 3 4 --- 5 6 7 8 9 - .,, ,, PT /OL Dark brown PEAT and organic SILT, medium dense, moist Test pit terminated at 9.0 feet below existing grade. No groundwater encountered during excavation. • • i. 3 r. i P . ilt 44%1 ir �� (� A 1 f �r� Earth Consultants Inc. \���I' \i1���ti{ /� '` �hnkvlPnghxe ax. G ••�kr�lv;hFnvlmuir+rflk'fmtt.ia: Pit Log 6.4 Acre Parcel Tukwila, Washington Proj. No. 8806 Dwn. GLS Date July'99 Checked KME ! Date 7/13/99 Plate A18 C Subsurface conditions depicted represent our observations at the time and location of thise >grloratory hole m odified by englneenng tests, a nalysis and judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of information presented on this log. Y 0 CD 0 n rt w C) 0 CD 0 N C 0 0 G� n ar x • 9 N• N I- En rt N • Ix to m G m O Ian • a x 100 90 80 -o m m 70 Z m 60 Z m 50 CO 40 m Z I 30 20 10 SIEVE ANALYSIS HYDROMETER ANALYSIS SIZE OF OPENING IN INCHES I NUMBER OF MESH PER INCH, U.S. STANDARD GRAIN SIZE IN MM pp I N O O co of 0 el N O O 0 0 0 O N O .:t t') N — r of -._ r, .-..- ,t N N M st l N O O O O p O O O 0 .` I I I 0 0 0 0 0 M N COBBLES COARSE FINE [ COARSE I MEDIUM FINE GRAVEL SAND FINES KEY O O 00 0 O CO 0 Boring or Test Pit No. 0 0 0 M N B -101 B -101 B -102 B -103 DEPTH (ft.) 5 15 10 20 O W lD US CS SM SP —SM SM SM a M N ." GO fD C C") N O d O O O GRAIN SIZE IN MILLIMETERS • • • • O 0 0 0 0 DESCRIPTION Brown silty SAND Brown poorly graded SAND with silt Gray silty SAND with gravel Gray silty SAND 0 0 0 0 o O Moisture Content ( %) 9.6 18.1 10.0 12.5 10 20 30 40 50 60 70 80 90 100 O 0 LL PL 00 CO r- u) 0 • czN 33 E D r. Z N n to '" IV m m tat 'TfD 0 w 2 m D r• C) � m 00 r-, to rr m o 100 90 80 m m 70 Z —1 f1 60 z rn 50 CO 40 ES 30 20 10 0. N "I 1 1 1 ( I - 11 — 1 n 0 I O 0 M N • KEY SIZE OF OPENING IN INCHES I NUMBER OF MESH PER INCH, U.S. STANDARD M N .- W V' a'. t% - N c CO •. d 0 0 0 0 CO tD V M N Boring or Test Pit No. 0 0 0 DEPTH (ft.) B -1 5 B -2 2.5 TP -2 2.5 SIEVE ANALYSIS O G0 lD F- COBBLES COARSE I FINE GRAVEL COARSE I MEDIUM 1 FINE SAND O O O O Moisture Content (%) 21.2 10.2 8.0 N 0 0 LL 10 20 30 40 50 60 70 80 90 100 O O PL 100 90 80 m m 70 z —{ - n 60 z m 50 CO 40 m G) 30 20 10 0 N SIEVE ANALYSIS SIZE OF OPENING IN INCHES I NUMBER OF MESh . LR INCH. U.S. STANDARD co p O (D d f•) N .—.— MM > c. .- cf 0 � CO N M U) CO COO 00 N 0 11 0 0 0 0 M N COBBLES COARSE FINE GRAVEL COARSE ( MEDIUM FINE SAND 0 Moisture Content ( %) 9.2 7.3 9.6 O 0 LL 10 20 30 40 50 60 70 80 90 100 Cs 0 PL Key Boring/ Test Pit Depth (ft) Soil Classification USCS L.L. P.L. P.I. Natural Water Content • B - 102 22.5 Gray lean CLAY CL 33 18 15 28.3 ' :nv..nvnr rewaxH..:..��,,. 100 x 60 w z I-- U N 40 5 a. 20 LIQUID LIMIT Earth Consultants Inc. Ge iccfr i al E glnoees. GccbgWS & Environmental Scientists Atterberg Limits Test Data Group Health R & D Building Tukwila, Washington Proj. No. 8806 IDate Oct.' 99 ,Plate B4 ■ `'- A -Line • 10110 , CL -ML 1 2n 40 60 An IC ' :nv..nvnr rewaxH..:..��,,. 100 x 60 w z I-- U N 40 5 a. 20 LIQUID LIMIT Earth Consultants Inc. Ge iccfr i al E glnoees. GccbgWS & Environmental Scientists Atterberg Limits Test Data Group Health R & D Building Tukwila, Washington Proj. No. 8806 IDate Oct.' 99 ,Plate B4 ■ APPENDIX A FIELD EXPLORATION E -8806 Our field exploration was performed on June 23 and 24, 1999 and the supplemental borings on October 13, 1999. Subsurface conditions at the site were explored by drilling a total of six borings to a maximum depth of thirty six and one -half (36.5) feet below the existing grade and excavating five test pits on the west side of the site. The borings were drilled by Associated Drilling subcontracted to ECI, using a truck mounted drill rig. The test pits were excavated by Five Ball Construction using a trackhoe. Approximate boring and test pit locations were determined by interpolating from site features. The locations of the borings and test pits should be considered accurate only to the degree implied by the method used. These approximate locations are shown on the Boring and Test Pit Location Plan, Plate 2. The field exploration was continuously monitored by a engineer from our firm who classified the soils encountered, maintained a log of each boring and test pit, obtained representative samples, measured groundwater levels, and observed pertinent site features. Samples were visually classified in accordance with the Unified Soil Classification System, which is presented on Plate Al, Legend. Representative soil samples were placed in closed containers and returned to our laboratory for further examination and testing. Logs of the borings are presented on Plates A2 through A13. The final logs represent our interpretations of the field logs and the results of the laboratory examination and tests of field samples. The stratification lines on the logs represent the approximate boundaries between soil types. In actuality, the'transitions may be more gradual. The borings were drilled using hollow stem augers. We attempted to control heave by maintaining a head of water in the augers. If more than six inches of heave was encountered, the heave was washed out. The amount of heave and whether it was "sampled- through" or washed -out is noted at the appropriate locations on the boring logs. In each boring, Standard Penetration Tests (SPT) were performed at selected intervals in general accordance with ASTM Test Designation D -1586. The split spoon samples were driven with a one hundred forty (140) pound hammer freely falling thirty (30) inches. The number of blows required to drive the last twelve (12) inches of penetration are called the "N- value ". This value helps to characterize the site soils and is used in our engineering analyses. These results are recorded on the boring at the appropriate sample depths. Test Pit Logs are presented on Plates A14 through A18. The final logs represent our interpretations of the field logs and the results of the laboratory tests of field samples. The stratification lines on the logs represent the approximate boundaries between soil types. In actuality, the transitions may be more gradual. The consistency of the soil shown on the logs was estimated based on the effort required to excavate the soil, the stability of the trench walls, and other factors. Earth Consultants, Inc. MAJOR DIVISIONS GRAPH SYMBOL LETTER SYMBOL TYPICAL DESCRIPTION Coarse Grained Soils More Than More Material Larger Than No. 200 Sieve Size Gravel And Gravelly Soils More Than 50% Coarse Fraction Retained On No. 4 Sieve e' Ca ca < 0 • 0 • 0 • Clean Gravels !'1 el A G gyy Well- Graded Gravels, Gravel -Sand Mixtures, Little Or No Fines (little or no fines) M M • • • Gp gp Poorly-Graded Gravels, Gravel - Sand Mixtures, Little Or No Fines Gravels With J GM gm Silty Graveis,Gravei- Sand - Silt Mixtures Fines( appreciable I I amount of fines) 1 � 1` 1` GC gc Clayey Gravels. Gravel - Sand - Clay Mixtures Sand Sandy Soils More Than 50% Coarse Fraction Passing No.4 Sieve • ' .... • S •And Clean Sand o o • o 0 SW Well- Graded Sands, Gravflly Sands, Little Or No Fines (little or no fines) llA ; �:4.s ` } x +w�` p : •0` ` • t : ,•.) .. Sp Sp Poorly- Graded Sands, Gravelly Sands, Little Or No Fines Sands With a SM sm Silty Sands, Sand - Silt Mixtures Fines (appreciable ; . ;.� amount of fines) ' .: =•; SC SC Clayey S Sand - Clay Mixtures Fine Soils More Than 50% Material Smaller Than No. 200 Sieve Size I I ML rpl Silts 3 Very Fine Sands, Flot r,Silty- Clayey Inorganic Fine Sands; Clayey Silts w Rock ! Slight P Silts )) lf And Liquid Limit ��� Less Than 50 j Clays CL CI Inorganic Clays Of Low To Medium Plasticity, Gravelly Clays, Sandy Clays, Silty Clays, Lean I I 11 1 11111 . 11 I I Ili( I I 1 OL OI Organic Silts And Organic Silty Clays Of Low Plasticity MH mh Inorganic Silts, Micaceous Or Diatomaceous Fire Sand Or Silty Soils S ilts Liquid Limit And Clays Greater Than 50 CFI Ch Plasticity Clays Of High Plasticity, Fat Clays OI I oh Organic Clays Of Medium To High ' Plasticity, Organic Silts .2_, 4 r... ' i ``. ' i Highly Organic Soils 0 b 0 r„% r yr p t Peat, Humus,Swamp S With High Organic Contents Topsoil ' y y 4 4 ' J Humus And Duff Layer Fill Hfyhly Variable Constituents C qu W P Poi LL PI The discussion In the text of this report is necessary for a proper understanding of the nature of the material presented in the attached logs. TORVANE READING, tsf PENETROMETER READING, tsf MOISTURE, % dry weight SAMPLER PUSHED SAMPLE NOT RECOVERED DRY DENSITY, lbs. per cubic ft. UQUID LIMIT, % PLASTIC INDEX DUAL SYMBOLS are used to Indicate borderline soil classification. Earth Consultants Inc. (4rail lulh.d t'JI &jv *•179. r Ohla L I'JIYIIu o,i .1 0.4 S(Maabls I 2" O.D. SPUT SPOON SAMPLER 24' I.D. RING OR SHELBY TUBE SAMPLER i WATER OBSERVATION WELL 2 DEPTH OF ENCOUNTERED GROUNDWATER DURING EXCAVATION Z SUBSEQUENT GROUNDWATER LEVEL W/ DATE LEGEND Proj. No. 8806 I Date Oct .' 99 IPlate Al Project Name: • Group Health R&D Building Sheet of 1 2 Job No. 8806 Logged by: MGM Start Date: 10/13/99 Completion Date: 10/13/99 Boring No.: 6-101 Drilling Contactor. Associated Drilling Method: HSA Sampling Method: SPT Ground Surface Elevation: 30' Hole Completion: • Monitoring Well ❑ Piezometer F.4 Abandoned, sealed with bentonite General Notes W (`%') No. Blows Ft. loqwis alydeiD Depth Ft. Sample USCS Symbol Surface Conditions: E ■ 12.4 9.6 15.9 18.1 42 39 80/11" SM . V Brown silty SAND, loose to medium dense, moist -trace gravel - becomes mottled, dense - contains gravel -43% fines, becomes very dense f - becomes wet, dense 1 2 3 4 5 s 7 8 `9 10 11 12 13 14 15 16 17 18 19— — i SP -SM Grades to brown poorly graded SAND with silt, very dense, saturated - contains gravel -11% fines • ° o o ° ° ° °o ;' G ° ° ° -- ,u ►`. E� ,,,►l, ' i1 li ! Earth Consultants Inc. ` 11 1 1 \It1 \tivi .. 0 Ink NOWA 3S. III ry Intl kientti, Boring Log Group Health R&D Building Tukwila, Washington Proj. No. 8806 own. GLS 1 Date Oct. '99 Checked MGM I Date 10/26/99 I Plate A2 ' Boring Log Subsurface conditions depicted represent our observations at the time and boa ion of this exploratory hole modified by engineering tests, analysis an judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of Information presented on this log. Project Name: . Group Health R&D Building ' Sheet of 2 2 Job No. 8806 . Logged by MGM Start Date: 10/13/99 Completion Date: 10/13/99 Boring No.: 8-101 Drilling Contactor Associated Drilling Method: HSA Sampling Method: SPT Ground Surface Elevation: 30' Hole Completion: 0 Monitoring Well 0 Piezometer with bentonite 0:4 Abandoned, sealed General Notes W (6) No. lows B Ft. Graphic Symbol Depth Ft. Sample USCS Symbol • 1 ; 1 1 7.5 TT ill GM Grades to brown silty GRAVEL, wry dense, saturated 21 Boring terminated at 21.5 feet below existing grade. Perched groundwater encountered at 15.0 feet during drilling. Boring backfilled with cuttings. NOTE: Elevations estimated from Site Plan prepared by Lance Mueller & Associates, dated Oct. 5, 1999. i . . . is . , h. eilW lil i A p Earth Co ultants Inc. , ify \ Goeti r Ink FJ1falP11 ' 11 . ISM & EnvIrm Imenral St.lmirtiN ; C d ( 0 '. Boring Log Group Health R&D Building Tukwila, Washington 1 Proj. No. 8806 own. GLS Date Oct. '99 Checked MGM Date 10/26/99 Plate A3 • ' Boring Log Subsurface conditions depicted represent our observations at the time and n of this exploratory hole modified engineering tests, analysts and Judgment. They are not necessarily representative of other times and locations. Wa cannot accept responsibility for the use or interpretation by others of information presented on this log. Project Name: Group Health R &D Building Sheet of 1 2 Job No. 8806 Logged by: MGM Start Date: 10/13/99 Completion Date: 10/13/99 Boring No.: B -102 Drilling Contactor. Associated Drilling Method: HSA Sampling Method SPT Ground Surface Elevation: 40' Hole Completion: • Monitoring Well ❑ Piezometer ® Abandoned, sealed with bentonite General Notes W ( %) No. Blows logwAs alydeio Depth Ft. Sample logwAs s3sn Surface Conditions: • , s i i J 7 8 .2 10.0 15.7 9.5 so 23 11 1 t • , • • • • • • • ■�•�•�• ; ■••• • •••••• • I. • � • � • � •�• • ••••••• •'•'�'i ••••••• •� • ►♦•♦•♦• • ►•••• •••• ► ∎•�• • •�• • •••� �• ��••••� ►••••�•! ∎•••••• •••• •�•�•�• • • i••••••• • 4 •••�•�• •••�•�• • k••.• ��•� ►••• • •• ∎ • • 1111111 GM Brown silty GRAVEL with sand, loose, moist (Fill) ty ( 1 - miscellaneous debris 1 — 2 -- 3 --- 4 8 l 9 10 12 13 14 15 17 18 19 — SM Gray silty SAND with gravel, very dense, moist (Fill) - becomes medium dense, wet, 29% fines — - — — — -- SM Blue gray silty SAND with gravel, medium dense, wet ,�� ► /4. 444, f ( i, -- 4 a rch Co nsultants Boring Log Tukwila, Washington d Proj. No. 8806 I Own, GLS 1 Date Oct. '99 Checked MGM I Date 10/26/99 1 Plate A4 Boring Log S ubsurface conditions depicted represent our observations at the time and loca ion of this exploratory hole modified by engineer tests, ana an Judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of information presented on this log. Project Name: • Group Health R &D Building - Suet of 2. 2 Job No. 8806 Logged by: MGM Start Date: 10/13/99 Completion Date: 10/13/99 Boring No.: B -102 Outing Contactor. Associated Drilling Method HSA Sampling Method: SPT Ground Surface Elevation: 40' Hole Completion: ❑ Monitoring Well • Piezometer 1:4 Abandoned, sealed with bentonite General Notes W t %) No. Blows Ft. logwAS ot4dwp Depth Ft. Sample USCS Symbol LL =33 PL =18 PI =15 22.5 28.3 10.9 14.2 12.2 13.1 1s 12 56 80 94 ' `' .1-1; !c .�±. ,,,, ,,,, S, __r _ Le ,%S, 21 - PT Dark brown fibrous PEAT, very stiff, moist 22 23 24 25 26 27 2e 29 31 32 33 34 /// '/� A CL Blue gray lean CLAY, stiff, moist -trace organic stringers SM V. Gray silty SAND with gravel, dense, wet - becomes wry dense, saturated ill 1 11 1 M ,d, On, 36 GM Grades to gray silty GRAVEL, very dense, saturated Boring terminated at 36.5 feet below odsting grade. Perched groundwater encountered ast 27.5 feet during drilling. Boring backfilled with cuttings. .0 ►�_ E��, 44, k k�Irr � �I D Earth Consultants Inc / Ccw nIC41En hm at; .G:okr�Ibia &FAWNunemilti.Yrintin Boring Log Group Health R &D Building Tukwila, Washington Prof. No. 8806 LDwn. GLS Date Oct. '99 Checked MGM Date 10/26/99 Plate A5 ' Boring Log u w a. a 0 2 0 Subsurface conditions depicted represent our observations at the time and boa ion of this exploratory hole, modified by engineering tests, analysis and i Judgment They are not necessarily representative of other times and locations We cannot accept responsibility for the use or Interpretation by others of nformation presented on this log. Project Name: Group Health R&D Building • Sheet of 1 2 Job No. 8806 Logged by MGM Start Date: 10/18/99 Completion Date: 10/18/99 Boring No.: B -103 Drilling Contactor. Associated Drilling Method: HSA Sampling Method SPT Ground Surface Elevation: 30' Hole Completion: ❑ Monitoring Well ❑ Piezometer r4 Abandoned, sealed with bentonite General Notes W (96) Blows Ft. logiwAs aldwes 'id Woo logwAs sosn Surface Conditions: . 8.0 13.0 10.4 11.6 77 28 59 81/9" •'•••': ••• %%% •�•�•• •••••• _ •�•�• %%% • • •�•�•� • ••• •• •� ** •• •••••• iii • ••••• •• •�•• • •••••• --- 1 2 3 4 6 7 SM Brown silty SAND with gravel, medium dense, moist (FRI) - abundant gravel and cobbles - refusal on cobble / boulder at 5', no sample -- — — — — 8 10 11 12 13 14 15 16 17 18 19 SM Brown silty SAND with gravel, medium dense, saturated - moderate to heavy seepage at 8' - becomes very dense, gray, moist - becomes wet .iu►'. 111. 4411. ( 1 �� 'f \i C . 'h -di FltghW . . C O4o t i Fiwtron' wNd1 klrnn In . (� ` ,�1�� I✓ arth C ons Boring Log roup Health R&D Building Tukwila, Washington Proj. No. 8806 I Dwn, GLS I Date Oct. '99 Checked MGM I Date 10/26/99 I Plate A6 • Boring Log S ubsurface conditions depicted represent our observations at the time and loca ion of this exploratory hole modified by engineering tests, analysts an judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of Information presented on this log. Project Name: Group Health R&D Building FS of • 2 2 Job No. 8806 Logged by: MGM Start Date: 10/18/99 Completion Date: 10/18/99 Boling No.: 8 - 103 Drilling Contactor. Associated Drilling Method HSA Sampling Method SPT Ground Surface Elevation: 30' Hole Completion: • Monitoring Well • Piezometer 4 Abandoned, sealed with bentonite General Notes W (96) No. ows Ft. logwAs otudemi *Lugs od ioqwAs sosn • 12.5 10.E 80 150/5^ 21 23 24 SM Gray silty SAND, very dense, moist - pockets of wet sand -37% fines - refusal on large cobble / boulder at 25.5' T Boring terminated at 25.5 feet below existing grade. Perched groundwater encountered at 8.0 feet during drilling. Boring backfilled with cuttings. - ���� -� 1�� +►�■ f Forth Co n su lt a nt s I nc. WI \�r����i�1/ G tIU ��F��gh a Cr * b.p,iFintrtruikrx�lti�yni Boring Log Group Health R&D Building Tukwila, Washington Proj. No. 8806 1 Dwn. GLS I Date Oct. '99 Checked MGM 1 Date 10/26/99 1 Plate A7 S ubsurface conditions depicted represent our observations at the time and location of this exploratory hole modified by engineering tests, analysis an Judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of information presented on this log. :1 Project Name: 6.4 Acre Parcel Sheet of 1 2 Job No. 8806 Logged by: KME Start Date: 6/23/99 Completion Date: 6/23/99 Boring No.: B-1 - Drilling Contactor. Associated Drilling Method: HSA Sampling Method: SPT Ground Surface Elevation: _ Hole Completion: ❑ Monitoring Well ❑ Plezometer ® Abandoned, sealed with bentonite General Notes W (%) No. Blows Ft. IogwA olydeip aldwes '» yldaa Io4WAs s3sn Surface Conditions: i 16.3 21.2 1 s.3 22.3 2.3 42.6 16 1 t 12 4 10 • • • • • i �� �•••••! ∎••.••. • ►••••••! ►•�•••• • ;SO ■••••�• • ,• ► ••••• • 4 ► ∎•••••! i i*i �• * •� •� 0 SM (2" Asphalt Concrete) (6" Crushed Base) Brown silty SAND with gravel, medium dense, moist (Fill) nY 9 ( ) - becomes ra and with organics 9 Y r9 -43% fines 1 2 — 4 s 8 " g 10 11 12 13 15 16 17 19 ._ SM - Gray silty SAND with some gravel, loose to medium dense, moist (Fill) , • • • • • � •� • •46 •46 $• ••••• 4 ►•••••• • 0 . • • •• A ► ► • • 46 . 46 • ! •46 0•�•�• •• ••! •••! • 4646 • • • ! 0 •••! 0 •�••••! • ► ••••••! PT Dark brown sandy PEAT, loose to medium dense, moist Et 1,,, 1, .� tt, . Et :1!1. t, ;11,.. I S, Lt I, .!I . •tiP 3 . p». 441,, I � � + r` lf f)/ \ If)/ Ea rth Consultants Inc. . tt,-1 HMV' Fns,hnm+.G0107.4xhFJ WWI u, Iu:WSLIMI4iti Boring Log 6.4 Acre Parcel Tukwila, Washington 1 Proj. No. 8806 rDwn. GLS 1 Date July'99 Checked KME I Date 7/13/99 Plate A8 Boring Log • • ,, , M itiur er4vJ4.a Nst.t:tN S ubsurface conditions depicted represent our observations at the time and loca ton of this exploratory hole modified by engineering tests, ana lysis and 'udgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of information presented on this log. Project Na 6.4 Acre Parcel Sheet of 2 2 Job No. 8806 Logged by KME Start Date: 6/23/99 Completion Date: 6/23/99 Boring No.: B-1 Drilling Contactor. Associated Drilling Method: HSA Sampling Method: SPT Ground Surface Elevation: Hole Completion: ❑ Monitoring Well • Piezometer E1 Abandoned, sealed with bentonite General Notes (Al (%) No. B t. Ft. Graphic Symbol aidwes '13 . LOKI loquAs sosn 92.0 14.8 11.6 22 5516” 14/6" ' —'' ' — r_ .0 r, i ,,,� „� – — - I,, or 21 22 24 25 26 27 28 29 30 T 31 PT Dark brown PEAT, medium dense, moist -- or - o"\- • SP-SM Gray poorly graded SAND with gravel, very dense, water bearing i SM Grades to gray silty SAND with gravel lenses r I t Boring terminated at 31.0 feet below existing g grade. Groundwater table encountered at 23.0 feet during drilling. ,u� i 1ibl/ ` ( \1/1 \ t \,,� Cr.ofret mk„lP,13h 1m,.G. & R„tiTIM, ,,.O,.ir„n. d� f Earth Consultants Inc. Boring Log 6,4 Acre Parcel Tukwila, Washington N. No. 8806 l Own. GLS Date July '99 Checked KME [ Date 7/13/99 , Plate A9 Boring Log ame+$4174; 00.id; 5 ubsurlace conditions depicted represent our observations at the time and location of this exploratory hole modified by engineering tests, analysis an udgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or Interpretation by others of nformation presented on this tog. I Project Name: • 6.4 Acre Parcel Sheet of 1 2 Job No. 8806 Logged by: KME Start Date: 6/23/99 Completion Date: 6/23/99 Boring No.: B-2 Drilling Contactor. Associated Drilling Method: HSA Sampling Method: SPT Ground Surface Elevation: Hole Completion: ❑ Monitoring Well • Piezometer EN Abandoned, sealed with bentonite General Notes W (%) No. Blows Ft. IogwAS olydwo Depth Ft. Sample USCS Symbol Surface Conditions: 9 3 u 10.2 9.5 9.0 42.8 126.7 47 52/4" 72 HitIt 14 22 % • • • � • • ' ►••••••• ∎ ► ••••••t ► •• • •• •• ••••••• ■ :4,4 � • ► • • e • * • ■ • • • • • • • ► • • • • • • • ►•••••• • •••• ►•iii! ••••••• ►••••••• ••••••. ►•••••• • ••••••• ∎•�•�•• 0•••••• ∎ I ∎• ••! �•� • ••• • • • ••! • • • 11 ••• ••••••• • • • 12 •••• 1. 41 •• • • • SM Asphalt Concrete) 4 Crushed Base) sil SAND with gravel, dense, moist (Fill) Y silty ra -27% fines - grades to brown and very dense • - grades to gray 1 — 2 - � 5 7 8 ; g 10 13 14 15 6 17 18 19 ` - --- �'–' •' I, 22, , s' '��„ I, ,1I, , f, ..!, , `, `,', /„2„ •,J4, J4 L I, L , 0i, 21 PT Dark brown PEAT, medi um dense, moist — s s 3 YIP- 0. 44 % t+ 061 p \ ifif m iry Earth Consultants Inc. ccoa•minkvinntncrow Goinsbon FOAMS u,WIwu ,tri.;m Boring Log 6.4 Acre Parcel Tukwila, Washington i Pro). No. 8806 I Dwn. GLS 1 Date July'99 Checked KME I Date 7/13/99 Plate Al() Boring Log Subsurface conditions depicted represent our observations at the time and Iota on of this exploratory hole modified by engineering tests, analysis an udgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of n(ormation presented on this log. •-• . ••• •••,• • • .• • , St' ?ti 7390.002 [BEWjss /sm] ; C�✓sF s4 t 'r , Y h 3F .���, t! t l,}; r t. s �s �tir..y, r l i r . r i 1 ,:t in{� f fk L} .fill i . t� el Zf ry � x� - t�+fj MY✓�t Zc tw r tL?F'sAi 1t 14� �n� \ t, n 21 L x. s r ixa �st .... Rough grading and temporary erosion and sedimentation control plans have been submitted for this project under separate cover. TESC features are designed and utilized in accordance with King County and the City of Tukwila standards, to minimize the impact of the erosion and sedimentation potential. The temporary erosion and sedimentation control plans are designed to incorporate perimeter intercept ditches along with rock check dams, hay bales, and a temporary erosion and sedimentation control pond to detain or remove sediment laden water prior to discharge from the site. ' . Runoff is outletted to the existing tightline system located along South 124th Street. Also, along the perimeter of the project, filter fence is used at locations where silt could be carried into adjacent property or right-of-way by sheetflow from the site. Clearing . and grading limits are shown on the plans to indicate areas with trees and /orr wetlands to be preserved. Tji T.E.S.C. CALCULATIONS 1. Required Surface Area A. Basin Assumptions 1. Basin Area = 12.85 acres (see map) 2. CN = 89.0 (graded conditions) 3. Precipitation = 2.9 inches 4. T 150 LF S.F. @ 2.0% 1300 LF ditch flow I@ 1.0% Q10 = 4.47 CFS (see attached calculations) Calculations • S.A. = ( x Q10) / 0.00096 S.A. = (2 x 4.47) / 0.00096 S.A. = 9,312.5 S.F. (required) 4 – (provided) 2. Orifice Sizing A = A (21)1 A 0.6 x 3600 x Txg As h T. g = orifice area = pond S.A. = 9312.5 S.F. = head = 3.5 feet = dewatering time = 24 hours = acceleration = 32.2 feet/S A = 9312.5 (2 x 3.5)' 2 0.6 x 3600 x 24 hours x 32.2 FT/S A = 0.084 FT D = 13.54 )g = 13.54 $ 4 = 3.92 inches 4- 7390.002 [BEHOss] 12/7/99 1:10:57 pm .E.S.C. CALCULATIONS. BASIN ID: El SBUH METHODOLOGY TOTAL AREA ... . . RAINFALL TYPE.... PRECIPITATION.... TIME INTERVAL.... ABSTRACTION COEFF TcReach - Sheet TcReach - Channel PEAK: RATE : 4.47 Shareware Release GROUP HEALTH BASIN SUMMARY page . . NAME: 10YR-TESC 12.85 Acres BASEFLOWS: 0.00 cfs TYPE1A PERV IMP 2.90 inches AREA..: 12.85 Acres 0.00 Acres 10.00 min CN....: 89.00 0.00 TC . . . . : 17.95 min 0.00 min : 0.20 L: 150.00 ns:0.0500 p2yr: 2.00 s:0.0200 L:1300.00 kc:20.00 s:0.0100 cfs VOL: 1.94 Ac-ft TIME: 480 min • • • ,O, x:'rsyr s,':Huai.'W:e.s . n i:.n.�;;r tk• �u ew�:+..n..,.�.....- FIGURE 3.2.1.B 10 -YEAR 24 -HOUR ISOPLUVIALS WESTERN KING COUNTY 10 -Year 24 -Hour Precipitation in Inches 1998 Surface Water Design Manual KING COUNTY P1111CC COUNT I 0 2 a Miles 3-15 rb• na• ti 3.2.1 RATIONAL METHOD sNON MINN COUNTY � ___TY ICING COUNTY 4.0 4.5 4.0 9/1/98 SECTION 3.2 RUNOFF COMPUTATION AND ANALYSIS METHODS FIGURE 3.2.1.0 25 -YEAR 24 -HOUR ISOPLUVIALS 9/1/98 e+' ^ • � h glY WESTERN KING COUNTY 25 -Year 24 -Hour Precipitation in Inches ✓ \ o)& 1.oy Q► VATo \/ •g" 'KING COUNTY PIERCE COUNTY N -.. CO 0 2 � 4 Miles 3.16 a• NOMISH COUNTY KING CO UNTY lk- 0 y 5.0 t?r 5 .5 5.0 4.5 1998 Surface Water Design Manual Job Number 7390 Sheet — of — 18215 72ND AVENUE SOUTH O KENT, WA 98032 0 ' (425)251 -6222 (425)251 -8782 FAX O Z s c CIVIL ENGINEERING, LAND PLANNING, NC ENGtN0, SURVEYING, ENVIRONMENTAL SERVICES Designed Drawn Checked Approved Dote Scale: Horizontal Vertical T tie: For: Date By Ckd. Appr. Revision GROUP HEALTH TUKWILA i • t_' T.E.S.C. BASIN MAP SOUTH 124TH STREET • . • • • . • •• • • • ••• , •••. • • • ';• ' •• •, • • ' .•••• ••• . . .• • , • • , • • .':•• • .:,"•.• " 11.0 ADDITIONAL DOCUMENTS • A bond quantity worksheet for this project is located within this section. A retention/detention facility summary sheet and sketch was completed for this project, and is located within this section. A declaration of covenant for this project is located within this section. 7390.002 [BEH/jssismj UANTITY WORKS King County Department of Development & Environmental Services 900 Oakesdale Avenue Southwest Renton, Washington 98055 -1219 Project Name: GROUP HEALTH SUPPORT FACILITY Location: TUKWILA, WA Clearing greater than or equal to 5000 board feet of timber? yes X no If yes, Forest Practice Permit Number: (RCW 76.09) Page 1 of 9 7390bondgty.xls Site Improvement Bo ,. Quantity Worksheet Date: 12/7/99 SIERRA Project No.: SIERRA Activity No.: Note: All prices include labor, equipment, materials, overhead and profit. Prices are from RS Means data adjusted for the Seattle area or from local sources if not included in the RS Means database. Unit prices updated 12/97 Revision date: 12/8/99 Page 2 of 9 7390bondgty.xls Site Improvement BG...A Quantity Worksheet EROSIONISEDIMENT:CONTROLL Backfill & compaction - embankment Check dams, 4" minus rock Crushed surfacing 1 1/4" minus Ditching Excavation -bulk Fence, silt Fence, Temporary (NGPE) Hydroseeding Jute Mesh Mulch, by hand, straw, 3" deep Mulch, by machine, straw, 2" deep Piping, temporary, CPP, 6" Piping, temporary, CPP, 8" Piping, temporary, CPP, 12" Plastic covering, 6mm thick, sandbagged Rip Rap, machine placed; slopes Rock Construction Entrance, 50'x15'x1' Rock Construction Entrance, 100'x15'x1' Sediment pond riser assembly Sediment trap, 5' high berm Sed. trap, 5' high, riprapped spillway berm secti Seeding, by hand Sodding, 1" deep, level ground Sodding, 1" deep, sloped ground TESC Supervisor Water truck, dust control WRITE1NTEMS TEMPORARY EROSION POND eren SWDM 5.4.6.3 WSDOT 9- 03.9(3) SWDM 5.4.3.1 SWDM 5.4.2.4 SWDM 5.4.2.2 SWDM 5.4.2.1 SWDM 5.4.2.1 SWDM 5.4.2.3 WSDOT 9- 13.1(2) SWDM 5.4.4.1 SWDM 5.4.4.1 SWDM 5.4.5.2 SWDM 5.4.5.1 SWDM 5.4.5.1 SWDM 5.4.2.4 SWDM 5.4.2.5 SWDM 5.4.2.5 SWDM 5.4.7 $ 4.89 S 58.70 $ 74.30 $ 7.03 $ 1.30 5 1.20 $ 1.20 $ 0.51 $ 1.26 $ 1.75 $ 0.46 $ 9.30 $ 14.00 $ 18.00 $ 2.00 $ 33.98 S 1,273.34 $ 2,546.68 $ 1,695.11 S 15.57 $ 59.60 $ 0.44 $ 5.24 $ 6.48 $ 65.00 $ 85.00 $ 5,000.00 CY Each CY CY CY LF LF SY SY SY SY LF LF LF SY CY Each Each Each LF LF SY SY SY HR HR LF EACH uan 231 62502 62502 1 1 10 15 1 $ $ $ 1,623.93 S $ 31,876.02 $ S 28,750.92 $ S 2,547.00 $ 1,695.00 $ $ 650.00 $ 1,275.00 $ 5,000.00 $ ESC SUBTOTAL: COLUMN: $ 73,417.87 A Unit prices updated 12/97 Revision date: 12/8/99 Page 3 of 9 739obondgty.xls Site Improvement Bc"l Quantity Worksheet MS G N RA '>:IT .: I. F Backfill & Compaction- embankment Backfill & Compaction- trench Clear /Remove Brush. by hand Clearing/Grubbing /Tree Removal Excavation - bulk Excavation - Trench Fencing, cedar, 6' high Fencing, chain link, vinyl coated, 6' high Fencing, chain link, gate, vinyl coated, 20' Fencing, split rail, 3' high Fill & compact - common barrow Fill & compact - gravel base Fill & compact - screened topsoil Gabion, 12' deep, stone filled mesh Gabion. 18' deep, stone filled mesh Gabion, 36' deep, stone filled mesh Grading. fine, by hand Grading, fine, with grader Monuments, 3' long Sensitive Areas Sign Sodding, 1' deep, sloped ground Surveying, line & grade Surveying, lot location/lines Traffic control crew (2 flaggers ) Trail, 4' chipped wood Trail, 4' crushed cinder Trail, 4' top course Wall, retaining, concrete Wall, rockery �ilriit� F'ii�s 4.89 S 7.42 S 0.31 S 7,718.40 S 1.30 $ 3.53 $ 16.13 $ 11.69 S 1,105.92 $ 10.54 $ 19.63 $ 22.16 $ 32.91 $ 47.23 S 65.09 S 115.20 $ 1.76 $ 0.83 S 117.50 $ 2.50 $ 6.49 $ 685.44 S 1,353.60 $ 74.07 S 6.60 S 7.24 S 7.12 $ 38.40 S 8.25 CY CY SY Acre CY CY LF LF Each LF CY CY CY SY SY SY SY SY Each Each SY Day Acre HR SY SY SY SF SF 2002 S $ S S S S $ S S S S S S $ S S S S S $ -::Future. P ........................ ............................ .......................... .......................... load biiprave�rie t rarnayge`Facil ties<< $ S S $ S S $ $ S S S $ S S S S S S S S $ $ $ S S 12.96 2870 1370 S S $ 100,030.46 S S $ $ 33,550.30 $ S $ S S S S S S S $ $ S $ $ $ $ 11,302.50 S $ $ S S S $ $ $ $ $ S $ $ $ $ $ $ $ SUBTOTAL $ S $ 144,883.26 Unit Prices updated 12/97 Revision date: 12/8/99 Site Improvement Bond Quantity Worksheet ROAD DIMPROVEMENT >' AC Grinding, 4' wide machine < 1000sy AC Grinding, 4' wide machine 1000- 2000sy AC Grinding, 4' wide machine > 2000sy AC RemovaVDisposaVRepair Barricade, type I Barricade, type Ill ( Permanent ) Curb & Gutter, rolled Curb & Gutter, vertical Curb and Gutter. demolition and disposal Curb, extruded asphalt Curb, extruded concrete Sawcut, asphalt, 3' depth Sawcut, concrete, per 1' depth Sealant, asphalt Shoulder. AC, ( see AC road unit price ) Shoulder, gravel, 4' thick Sidewalk, 4' thick Sidewalk, 4' thick, demolition and disposal Sidewalk, 5' thick Sidewalk, 5' thick, demolition and disposal Sign, handicap Striping, per stall Striping, thermoplastic, ( for crosswalk ) Striping, 4' reflectorized line S 20.00 $ 5.00 $ 1.20 S 35.77 S 26.11 $ 39.17 S 11.54 S 8.43 S 11.81 $ 2.12 $ 2.23 $ 1.61 S 1.47 S 0.86 $ $ 6.55 S 26.54 S 24.11 $ 30.38 $ 30.13 S 74.16 S 5.06 $ 2.07 $ 0.22 SY SY SY SY LF LF LF LF LF LF LF LF LF LF SY SY SY SY SY SY Each Each SF LF S $ S $ $ S S S S $ $ S S $ $ S S S oad: trt prove e i eg €tcilities S $ $ S S $ $ S S S $ $ $ S $ S S $ S S S $ 2010 8850 420 4305 20 784 580 $ S $ $ $ $ $ $ 16,944.30 S S $ 19,735.50 $ 676.20 $ S $ $ 114,254.70 S S S 1,483.20 $ 3,967.04 $ 1,200.60 $ $ S $ $ S S S $ $ S S $ $ $ $ $ S $ S Page 4 of 9 739obondgty.xls SUBTOTAL $ S S 158,261.54 Unit Prices updated 12/97 Revision date: 12/8/99 Page 5 of 9 7390bondqty.xls Site Improvement Bond Quantity Worksheet ROAD = base For KCRS '93, (additional 2.5' base) add: AC Overlay, 1.5' AC AC Oveday, 2' AC AC Road, 2', 4' rock, First 2500 SY AC Road, 2', 4' rock, Qty. over 2500SY AC Road, 3', 4' rock, First 2500 SY AC Road, 3', 4' rock, Qty. over 2500 SY AC Road, 5'. First 2500 SY AC Road, 5', Qty. Over 2500 SY AC Road, 6', First 2500 SY AC Road. 6', Qty. Over 2500 SY Asphalt Treated Base, 4' thick Gravel Road. 4' rock, First 2500 SY Gravel Road, 4' rock, Qty. over 2500 SY PCC Road, 5, no base, over 2500 SY PCC Road, 6', no base, over 2500 SY Thickened Edge hit 3.13 SY S 6.43 SY S 7.61 S 14.99 $ 11.62 S 17.12 S 13.75 S 12.67 $ 12.12 S 14.57 S 14.02 S 8.01 S 9.92 S 6.55 S 18.70 $ 19.02 • 5.99 SY SY SY SY SY SY SY SY SY SY SY SY SY SY LF $ ase. S $ $ S S S $ S S S ,K• luant $ $ S S S S S S S S S S S 2500 25728 S $ $ 37,475.00 298,959.36 $ $ $ $ nt S S S S $ S S S $ $ S S SUBTOTAL S S S 336,434.36 S Unit Prices updated 12/97 Revision date: 12/8/99 . • For Culvertpnes Average ol 4 over was assumed Assume perfoIale PVC so lid p*po. DRA1NAGE.::(cpp:cori6:60003.)01.0q*:. .1.g0E:0)C Access Road, RID Bollards - fixed Bollards - removable (CBs include frame and lid) CB Type I CB Type IL CB Type II, 48' diameter for additional depth over 4' CB Type II, 54' diameter for additional depth over 4' CB Type II, 60' diameter for additional depth over 4' CB Type II, 72' diameter for additional depth over 4' Through-curb Inlet Framework (Add) Cleanout. PVC, 4' Cleanout, PVC, 6' Cleanout, PVC, 8' Culvert, PVC, 4' Culvert, PVC, 6' Culvert, PVC, 8' Culvert, PVC. 12' Culvert, CMP, 8' Culvert, CMP, 12' Culvert, CMP, 15' Culvert, CMP, 18' Culvert, CMP, 24' Culvert, CMP, 30' Culvert, CMP, 36' Culvert, CMP, 48' Culvert, CMP, 60' Culvert. CMP, 72' S 14.56 S 209.34 S 393.34 S 1,093.60 S 1,246.60 $ 1,768.32 S 379.58 S 1,906.56 S 423.07 $ 2,044.80 $ 466.56 S 2,793.60 S 601.92 S 318.34 S 113.52 $ 152.09 $ 194.95 $ 7.51 S 10.96 S 11.59 18.93 15.00 23.00 28.46 S 32.82 46.37 S 62.13 S 97.49 S 122.46 S 204.74 S 263.11 SY Each Each Each Each Each Fr Each Fr Each FT Each Fr Each Each Each Each LF LF LF LF LF LF LF LF LF LF LF LF LF LF S S $ S S S $ S S S S S S S 167 20 6 3 2 $ 2,431.52 S $ S 21,872.00 $ 10,609.92 S 5,719.68 S 2,044.80 S S $ $ 304.18 S $ S S $ $ $ S S S S S S S S S S S S $ $ S S S $ $ $ S S $ S $ S S S S S $ S S $ $ S S S S Page 6 of 9 7390bondqty.xls Site Improvement Bo Quantity Worksheet SUBTOTAL $ 42,982.10 Unit Prices updated 12/97 Revision date: 12/8/99 Page 7 of 9 7390bondqty.xls Site Improvement Bowl Quantity Worksheet . • • • .. • . . . „ .. Culvert. Concrete, 8' Culvert, Concrete. 12' Culvert, Concrete. 15' Culvert, Concrete, 18' Culvert, Concrete, 24' Culvert. Concrete. 30' Culvert, Concrete, 36" Culvert, Concrete, 42" Culvert, Concrete, 48' Culvert, CPP, 6' Culvert, CPP, 8" Culvert, CPP, 12' Culvert, CPP, 15' Culvert. CPP, 18' Culvert, CPP, 24' Culvert. CPP, 30' Culvert. CPP, 36' Ditching Flow Dispersal Trench (1,436 base+) French Drain (3' depth) Geotextile. laid in trench, polypropylene Infiltration pond testing Mid-tank Access Riser, 48' dia, 6' deep Pond Overflow Spillway Restrictor/Oil Separator, 12' Restrictor/Oil Separator, 15' Restrictor/Oil Separator, 18' Riprap, placed Tank End Reducer (36' diameter) Trash Rack, 12' Trash Rack, 15' Trash Rack, 18' Trash Rack, 21' $ 18.28 S 26.13 S 32.47 S 38.70 S 53.10 S 90.59 $ 119.68 S 137.76 S 152.99 S 9.30 S 14.00 S 18.00 $ 20.00 S 24.00 S 32.00 S 42.00 S 48.00 S 7.03 $ 22.60 S 19.65 S 2.09 $ 65.00 S 1,396.00 S 12.18 S 908.86 S 952.66 S 996.66 S 33.98 S 870.00 S 184.32 S 206.32 S 233.82 $ 266.82 LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF CY LF LF SY HR Each SY Each Each Each CY Each Each Each Each Each S S S S S S $ S $ S S S S S S S S S S S S S S S S S S $ 0 :::•::::&:DinageFacilities: • 80 780 1192 424 573 13.33 S S $ S S $ S S 744.00 S 10,920.00 S 21,456.00 8,480.00 13,752.00 S S S S S S $ S S S S 150.87 S S S S S $ S S $ S S S $ S S S S S S $ S S $ S S S S S S S S S S S S S $ S S S S S SUBTOTAL S S 55,502.87 $ Unit Prices updated 12/97 Revision date: 12/8/99 PARKING OT SU � F P R L T R A 2' AC, 2' top course rock & 4' borrow 2' AC, 1.5' top course & 2.5' base course 4' select borrow 1.5' top course rock & 2.5' base course Area Drains Detention/Wet Vault S 13.77 $ 14.99 $ 3.96 S 150.00 $ 6.00 SY SY SY SY EA. CF .:............................. S $ $ S $ $ $ S $ u ra rairi• - Tac;1 [Uesi_ ?< >:': >' ...truant 37080 $ S S S $ 222,480.00 S $ S prii vemei $ $ $ S $ S KEIJC�OlI ............. . WRffE=1f ITEM $ $ $ $ Page 8 of 9 7390bondgty.xls Site Improvement Bond Quantity Worksheet SUBTOTAL $ SUBTOTAL (SUM ALL PAGES): $ 30% CONTINGENCY & MOBILIZATION: S GRANDTOTAL: COLUMN: S B $ 222,480.00 $ $ 320,964.97 $ 639,579.16 $ 96,289.49 $ 191,873.75 $ 417,254.46 $ 831,452.91 C D $ $ E Unit Prices updated 12/97 Revision date: 12/8/99 Original bond computations prepared by: Name: PE Registration Number: Firm Name: Barghausen Consulting Engineers, Inc. Address: 18215 72nd Ave. s., Kent, WA. 98032 Stabilization/Erosion Sediment Control (ESC) Existing Right -of -Way Improvements Future Public Road Improvements & Drainage Facilities Private Improvements TOTAL RIGHT-OF-WAY & SITE RESTORATION BOND ** (First $7,500 of bond shall be cash. PERFORMANCE BOND TOTAL AFTER BOND REDUCTION*** Site Improvement Boi .0 Quantity Worksheet (A +B+C +D) =TOTAL (T) PERFORMANCE BOND AMOUNT SITE RESTORATION BOND (First $7,500 of bond shall be cash. RIGHT -OF -WAY BOND PERFORMANCE Column BOND` AMOUNT (A) $ 73,417.87 (B) $ (C) $ 417,254.46 (D) $ 831,452.91 (A) 73,417.87 (B) $ $ 1,322,125.24 Minimum bond amount is $1000. (A+B) $ 73,417.87 (T -E) $ 1 ,322,125.24 `NOTE: The word 'bond' is used tc represent any financial guarantee acceptable to King County. **NOTE: KCC 27A authorizes bonds to be combined when both are required. ***NOTE: Per KCC 27A, total bond amounts remaining after reduction shall not be less than 30% of the original amount. Date: 12/7/99 Tel. #: (425) 251 -6222 PUBLIC ROAD IMPROVEMENTS & DRAINAGE FACILITIES MAINTENANCE/DEFECT BOND* AMOUNT (B+C) X 0.25 = $ 104,313.62 NAME OF PERSON PREPARING BOND REDUCTION: Date: Page 9 of 9 Unit prices updated 12/97 7390bondgty.xls Revision date: 12/8/99 CLARATION OF COVEN :3wxvw:+marml:r144. After Recording return to: follows: :,tn4, Wtttit4r.r DECLARATION OF COVENANT IN CONSIDERATION of the approved King County permit for application No. relating to real property described as The undersigned as Grantor(s), declares that the above described property is hereby subject to an easement for a natural or constructed conveyance system and hereby dedicates, covenants and agrees as follows: 1. King County shall have the right to ingress and egress over those portions not contained in Exhibit "A" to access such easement area for inspection of and to reasonably monitor the performance, operational flows, or defects in accordance with and [as presented. in King County Code Section 9.04.120]. 2. If King County determines that maintenance or repair work is required to be done to the system, the Manager of the Water and Land Resources Division of the King County Department of Natural Resources shall give notice of the specific maintenance and/or repair work required pursuant to K.C.0 9.04.030. The Manager shall also set a reasonable time in which such work is to be completed by the Grantor(s), its heirs or assigns. If the above required maintenance 1 (, or repair is not completed with the time set by the Manager, the County may perform the required maintenance or repair. Written notice will be sent to the Grantor(s) stating the County's intention to perform such maintenance. Maintenance work will not commence until at least seven (7) days after such notice is mailed. It within the sole discretion of the Water and Land Resources Division Manager, there exists an imminent or present danger, said seven (7) day notice period will be waived and maintenance and/or repair work will begin immediately. 3. If at any time King County reasonably determines that any existing retention/detention system creates any of the conditions listed in KC.C. 9.04.030 and herein incorporated by reference, the Water and Land Resources Division Manager may take measures specified therein. 4. The Grantor(s) shall assume all responsibility for the cost of any maintenance and for repairs to the system. Such responsibility shall include reimbursement to the County within thirty (30) days of the receipt of the invoice for any such work performed. Overdue payments will require payment of interest at the current legal rate as liquidated damages. If legal action ensues, the prevailing party is entitled to costs or fees 5. The Grantor(s) is (are) hereby required to obtain written approval from the Water and Land Resources Division Manager of the King County Department of Natural Resources prior to filling, piping, cutting, or removing vegetation (except in routine landscape maintenance) in open vegetated drainage facilities (such as swales, channels, ditches, ponds, etc.), or performing any alterations or modifications to the drainage facilities contained within said drainage easement. Any notice or consent required to be given or otherwise provided for by the provisions of this Agreement shall be effective upon personal delivery, or three (3) days after mailing by Certified Mail, return receipt requested. 2 6: This agreement constitutes the entire agreement between the parties, and supercedes all prior discussions, negotiations, and all agreements whatsoever whether oral or written. This covenant is intended to protect the value and desirability of the real property described above, and shall insure to the benefit of all the citizens of King County, and shall be binding on all heirs, successors and assigns. STATE OF WASHINGTON ) COUNTY OF KING )ss. On this day personally appeared before me: OWNER OWNER to me known to be the individual(s) described in and who executed the within and foregoing instrument and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein stated. Given under my hand and official seal this day of 3 ,199 . NOTARY PUBLIC in and for the State of Washington, residing at My Commission Expires: HIBIT RMWVATER FACILITY SUMMAR l ` SHEET AND SKETCH ENGINEER DEVELOPER Immediate Major Basin Name Kr?e t. C.V a'D B tr rz (— Name D 7,Vwti /Lt ✓L/Z.— Firm ,r�Ak_Cr-NAvSr// Teet/0- zNthx Fum ' Address /82 4- y2,4 II (e, r 10 U T/7/- Address • A' f Or iv/-4 12 ( Basin D. Phone (42.) 2. / -. ;.,7 - Phone . DESIGN INFORMATION INDIVIDUAL BASIN Immediate Major Basin /0 Basin A D 7,Vwti /Lt ✓L/Z.— 2, 7 I Basin B DUnvfi•M •5/l /2- Vis_n_ Water Quality treated volume or wetpond Vr Basin C ivik Basin D. DESIGN INFORMATION INDIVIDUAL BASIN AC • D Water Quality design flow /JI Pr td/ 14 Water Quality treated volume or wetpond Vr 412. to ivik ..i..v- r,a.w�ws.k *n .Y.•'rc)l:M?'M..I:YT.QIl =A Y:hC(:4�X:PeFitlti V'^bY.!fir�t`n KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL STORMWATER FACILITY SUMMARY SHEET Development Kr-gOt/? /7 Tt/ Date / 2/46/ 9 9 Location niK W Number'of detention facilities on site: ponds Developed Site: Acres /2.77" Number of lots N /,4_ Number of infiltration facilities on site: ponds vaults vaults Z tanks tanks Flow control provided in regional facility (give location) No flow control required Exemption number Downstream Drainage Basins Number & type of water quality facilities on site: biofiltration Swale (regular /wet/ or continuous inflow ?) 1 detention/WQ pond (WQ portion basic or large ?) combined detention/wetvault compost filter filter strip flow dispersion farm management plan landscape management plan sand filter (basic or large ?) sand filter, linear (basic or large ?) sand filter vault (basic or large ?) stormwater wetland wetpond (basic or large ?) wetvault oil/water separator (baffle or coalescing plate ?) catch basin inserts: Manufacturer pre - settling pond pre - settling` structure: Manufacturer flow- splitter catclibasin 1998 Surface Water Design Manual 9/1/98 1 I DESIGN NFORMATION, cont'd TOTAL INDIVIDUAL BASIN .Lainage basin(s) Onsite area A - B C D / 0, 0 2, q Offsite area NJ► r N jA Type of Storage Facility PatiP p. Pa. Live Storage Volume 5'41 5 /• • Predeveloped Runoff Rate 2 -year , Bfo 7- _ . 19 5 10-yea /f 03 ,1.13 100 - year /, 3D . le Developed runoff rate 2 -year ; 7 bs" , 1 X12. 10 -year /,01 ,1 2, 100 - year X„- i1-fj' , ( L Type of restrictor okx - vc- E-• Oit /=C1. Size of orifice/restriction No. 1 i ''I, 0G " . I // No.2 . .3,9" ,65 No. 3 No. 4 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL FLOW CONTROL & WATER QUALITY FACILITY SUMMARY SHEET SKETCH All detention, infiltration and water quality facilities must include a sketch per the following criteria: 1. Heading for the drawings should be located at the top of the sketch (top right -hand corner). The heading should contain: • North arrow (point up or to left) • D9# • Plat name or short plat number . • Address (nearest) • Date drawn (or updated) • Thomas Brothers page, grid number 2. Label CBs and MHs with the plan and profile designation. Label the control structure in writing or abbreviate with C.S. Indicate which structures provide spill control. 3. Pipes — indicate: Pipe size Pipe length Flow direction Use s single heavyweight line 4. Tanks — use a double, heavyweight line and indicate size (diameter) 5. Access roads • Outline the limits of the road • Fill the outline with dots if the road is gravel. Label in writing if another surface. 6. Other Standard Symbols: • Bollards: • • • • • • • • • Rip rap 000000 000000 Fences --x--x---x---x--x---x-- • Ditches -D -- �D- --►D -- >D 7. Label trash racks in writing. 8. Label all streets with the actual street sign designation. If you don't know the actual street name, consult the plat map. 9. Include easements and lot lines or tract limits when possible. 10. Arrange all the labeling or writing to read from left to right or from bottom to top with reference to a properly oriented heading. 11. Indicate driveways or features that may impact access, maintenance or replacement. 9/1/98 1998 Surface Water Design Manual 2 I Job Number Sheet Designed .K_ Drown _BHE Checked XL. Approved XL_ Scale: Horizontal Vertical 0 14'64 y. Date 12/8/19 r �Na EHG�N��� 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX CML ENGINEERING. LAND PLANNING, SURVEYING, DMRONWENTAL SERVICES For: Title: GROUP HEALTH TUKWILA WA • T. ; l s -WI let d'P is e e e: C re NP 110 MAINTENANCE AND OPERATIONS MANUAL Retention/Detention Facility A wet/detention pond composed of two cells will collect runoff and release the water to an off-site conveyance pipe at pre-developed runoff rates. A flow control structure, located near the northwest corner of the pond, is designed to release water at the pre-developed rates. This catch basin with riser structure should be kept clean and inspected frequently to insure performance. The wet pond portion of the stormwater facility is designed to treat stormwater runoff by removing oils and heavy metals. The planting scheme within the wet pond must be maintained in a good condition at all times. All trash and debris should be removed from the pond at regular intervals. Maintenance for all drainage facilities shall be performed in accordance with the following schedule of maintenance standards from the 1998 King County Surface Water Design Manual. 7390.002 [BEH/jssism] AND OPERATIONS MANIJ • Maintenance Component General Storage Area Pond Dikes Emergency Overflow /Spillway NO.1- DETENTION PONDS Defect Trash & Debris Poisonous Vegetation Pollution Unmowed Grass/ Ground Cover Rodent Holes Insects Tree Growth Side Slopes of Pond Erosion Sediment Settlements Rock Missing KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES Conditions When Maintenance Is Needed Any trash and debris which exceed 1 cubic foot per 1.000 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 or nuisance vegetation which may constitute a hazard to County personnel or the public. Oct, 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. If 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 darn or bean, or any evidence of water piping through darn 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). If 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 part 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 at the top of out flow path of spillway. Rip -rap on inside slopes need not be replaced. A -I Results Expected When Maintenance Is Performed Trash and debris cleared from site. No danger of poisonous vegetation where County personnel or the public might normally be. County Department) Dep rtmen� t) No contaminants present other than a surface Wm. (Coordination with Do County Health Department) When mowing is needed, grass/ground cover should be mowed to 2 inches in height. Mowing of selected higher use areas rather than the entire slope may be acceptable for some situations. Rodents destroyed and dam or berm repaired. ( Coordnation with Seattle/IGng 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 measure(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. 9/1/98 1998 Surface Water Design Manual APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES C :' Maintenance Component General Filter Bags Rock Filters NO.2 - INFILTRATION Defect Side Slopes of Pond Erosion Emergency Overflow Spillway Settl Ponds and Sediment Vaults Trash & Debris Poisonous Vegetation Pollution Unmowed Grass/ Ground Cover Rodent Holes Insects Sediment Sheet C Applicable) r (If Sump edimmertt and Debris (If Applicable) Filled with Sediment and Debris Sediment and Debris Rock Missing Conditions When Maintenance Is Needed See 'Ponds' Standard No.1 See 'Ponds' Standard No.1 See 'Ponds' Standard No.1 See 'Ponds' Standard No.1 See 'Ponds' Standard No.1 See 'Ponds' Standard No.1 A percolation test pit or test of facd'dy indicates facility is only working at 90% of its designed capabilities. If two inches or more sediment is present. remove. Sheet cover is visible and has more that three 1/4 Inch holes in it. of sediment and debris d epth sump bottom to falling bottom of to 10% d et pipe or obstructing flow into the connector pipe. Sediment and debris Gil bag more than 1/2 full. By visual inspection, little or no water flows through fitter during heavy rain storms. See 'Ponds' Standard No.1 See 'Ponds' Standard No.1 Remove when 6' or more. Results Expected When Maintenance Is Performed See 'Ponds' Standard No.1 See 'Ponds' Standard No.1 See 'Ponds' Standard No.1 See 'Ponds' Standard No.1 See 'Ponds' Standard No.1 See 'Ponds' Standard No.1 Sediment is removed and/or facility is deaned so that infiltration system works according to design. Sheet cover repaired or replaced. Clean out sump to design depth. Replace filter bag or redesign system. Replace gravel in rock filter. See 'Ponds' Standard No.1 Note: Sediment accumulation of more than .25 inches per year may indicate excessive erosion is occurring upstream of the facility or that conveyance systems are not being property maintained. The contributing drainage area should be checked for erosion problems or inadequate maintenance of conveyance systems if excessive sedimentation is noted in an infiltration facility. Check twice a year during first 2 years of operation; once a year thereafter. Clean manholes/catch basins, repair damaged inlets/outlets, dean trash racks. 9/1/98 1998 Surface Water Design Manual A -2 Maintenance Component, Storage Area Catch Basins Debris and Sediment Joints Between Tank/Pipe Section Tank Pipe Bent Out of Shape Cover Not in Place Locking Mechanism Not Working Cover Difficult to Remove Ladder Rungs Unsafe 1998 Surface Water Design Manual APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES NO. 3 - CLOSED DETENTION SYSTEMS (PIPES/TANKS) Defect Conditions When Maintenance is Needed • Plugged Mr Vents One-half of the cross section of a vent is blocked at any point with debris and sediment Accumulated sediment depth exceeds 10% of the diameter of the storage area for 14 length of storage vault or any point depth exceeds 15% of diameter. Example: 72-inch storage tank would require cleaning when sediment reaches depth of 7 inches for more than 14 length of tank. Any crack allowing material to be transported into facility Any part of tank/pipe is bent out of shape more than 10% of Ws design shape Cover is missing or only partially in place. My open manhole requires maintenance. Mechanism cannot be opened by one maintenance person with proper tools. Bolts into frame have less than 34 inch of thread (may not apply to self-locking One maintenance person cannot remove kd after applying 80lbs of lift. intent is to keep cover from searing oft access to maintenance. King County Safety Office and/or maintenance person judges that ladder is unsafe due to missing rungs, misalignment, rust, or cracks. See 'Catch Basins" Standards No. 5 A Results Expected When Maintenance is Performed Vents free of debris and sediment MI sediment and debris removed from storage area Join between tank /pipe sections are sealed Tank/ pipe repaired or replaced to design. Manhole is dosed. Mechanism opens with proper Cover can be removed and reinstalled by one maintenance person. Ladder meets design standards allows maintenance person safe access. See 'Catch Basins Standards No. 5 9/1/98 Aaintenance Components External: Rock Pad Dispersion Trench Internal- Manhole/ Chamber APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILPI1ES NO.7 - ENERGY DISSIPATERS Defect Missing or Moved Rock Pipe Plugged with Sediment Not Discharging Water Property Perforations Plugged. Water Flows Out Top of 'Distributor Catch Basin. Receiving Area Over- Saturated Worn or Damaged Post. Baffles, Side of Chamber Other Defects Conditions When Maintenance Is Needed Only one layer of rock exists above native soil in area five square feet or larger, or any exposure of native soil. Accumulated sediment that exceeds 20% of the design depth. Visual evidence of water discharging at concentrated points along trench (normal condition is a "sheet flow' of water along trench). Intent is to prevent erosion damage. Over 1/2 of perforations in pipe are plugged with debris and sediment. Maintenance person observes water flowing out during any storm less than the design storm or its causing or appears likely to cause damage. Water in receiving area is causing or has potential of causing landslide problems. Structure dissipating flow deteriorates to 1/2 or original size or any concentrated worn spot exceeding one square foot which would make structure unsound. See "Catch Basins" Standard No. 5 A-7 Results Expected When Maintenance is Performed. Replace rocks to design standards. Pipe cleaned/ flushed so that it matches design. Trench must be redesigned or rebuilt to standards. Clean or replace perforated pipe. Facility must be rebuilt or redesigned to standards. No danger of landslides. Replace structure to design standards. See 'Catch Basins' Standard No. 5 1998 Surface Water Design Manual 9/1/98 APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES Maintenance Components General Wire Fences Maintenance Component General NO. 8 - FENCING Defect Missing or Broken Parts Erosion Damaged Parts NO.9 - GATES Defect Conditions When Maintenance Is Needed My defect in the fence that permits easy entry to a facility. Erosion more than 4 inches high and 12 -18 inches wide permitting an opening under a fence. Post out of plumb more than 6 inches. Top rails bent more than 6 inches. Any part of fence (including post, top rails, and fabric) more than 1 foot out of design alignment Missing or loose tension wire. Missing or loose barbed wire that is sagging ' more than 2 -12 inches between posts. • Extension arm missing, broken, or bent out of shape more than 1 1/2 inches. Deteriorated Paint or Part or parts that have a rusting or scaling Protective Coating condition that has affected structural adequacy. Openings in Fabric Openings in fabric are such that an 84nch- diameter baN could fit through. Conditions When Maintenance is Needed Damaged or Missing Missing gate or locking devices. Members Broken or missing hinges such that gate cannot be easily opened and dosed by a maintenance person. Gate is out of plumb more than 6 inches and more than 1 foot out of design alignment Missing stretcher bar, stretcher bands, and ties. Openings in Fabric See 'Fencing' Standard No. 8 Results Expected When Maintenance is Performed Parts in place to provide adequate security. No opening under the fence that exceeds 4 inches in height Post plumb to within 1 -1/2 inches. Top rail free of bends greater than 1 inch. Fence is aligned and meets design standards. Tension wire in place and holding fabric. Barbed wire in place with less than 3/4 inch sag between post Extension arm in place with no bends larger than 3/4 inch. Structurally adequate posts or parts with a uniform protective • coating. No openings in fabric. Results Expected When Maintenance is Performed Gates and Locking devices in place. Hinges intact and lobed. Gate is working freely. Gate is aligned and vertical. Stretcher bar, bands and ties in place. See "Fencing" Standard No. 8 9/1/98 1998 Surface Water Design Manual A -8 dialntenance Component Pipes Open Ditches Catch Basins ( Debris Baniers (e.g., Trash Rack) Maintenance Component General Trees and Shrubs APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES NO. 10 - CONVEYANCE SYSTEMS (PIPES & DITCHES) Defect Sediment & Debris Vegetation Damaged Trash & Debris • Sediment Vegetation Erosion Damage to Slopes Rock Lining Out of Place or Missing (If Applicable). NO.11 - GROUNDS (LANDSCAPING) Defect Weeds (Nonpoisonous) Safety Hazard . Trash or Litter Damaged Conditions When Maintenance is Needed Accumulated sediment that exceeds 20% of the diameter of the 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. Any 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 tiring. See ''Catch Basins: Standard No. 5 See 'Debris Barriers' Standard No.6 Conditions When Maintenance is Needed Weeds growing in more than 20% of the landscaped area (trees and shrubs only). Any presence of poison ivy or other poisonous vegetation. Paper, cans, bottles, totaling more than 1 cubic foot within a landscaped area (trees and shrubs only) of 1,000 square feet. Limbs 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. A -9 Results Expected When Maintenance is Performed 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 deared 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 standards. See 'Catch Basins" Standard No. 5 See "Debris Barriers' Standard No. 6 Results Expected When Maintenance is Performed Weeds present in less than 5% of the landscaped area. No poisonous vegetation present in landscaped area. Area clear of litter. Trees and shrubs with less than 5% of total foliage with split or broken limbs. Tree or shrub in place free of injury. Tree or shrub in place and adequately supported; remove any dead or diseased trees. 1998 Surface Water Design Manual 9/1/98 Maintenance Defect • Component ( Shoulders and ' Ditches C. APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES General . Road Surface Settlement, Potholes, Mush Spots, Ruts 9/1/98 NO. 12 - ACCESS ROADS/ EASEMENTS • . • Trash and Debris Blocked Roadway • Vegetation in Road Surface Modular Grid Pavement Erosion Damage Condition When Maintenance is Needed Trash and debris exceeds 1 cubic foot per 1,000 square feet i.e., trash and debris would fill up one standards size garbage can. Debris which could damage vehicle tires (glass or metal). Any obstruction which reduces clearance above road surface to less than 14 feet. Any obstruction 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 less than 6 inches tall and less than 6 inches apart within a 400- square foot area. Build-up of sediment mildly contaminated with petroleum hydrocarbons. • Erosion within 1 foot of the roadway more than 8 inches wide and 6 inches deep. Weeds and Brush Weeds and brush exceed 18 inches in height or hinder maintenance access. A-10 Results Expected When Maintenance Is Performed • Roadway free of debris which could damage tires. 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 urtiformly smooth with no evidence of settlement, potholes, mush spots, or ruts. Road surface free of weeds taller than 2 Inches. Removal of sediment and disposal in keeping with Health Department recommendations for mildly contaminated soils or catch basin sediments. 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. 1998 Surface Water Design Manual ... u.r+e nON'ew.xaa +nktms xrzw'st�r'weucsrcutrr. APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES NO. 13- WATER QUALITY FACILMES Biofiltration Swale Maintenance Defect Component Biofiltration swab Sediment Accumulation Sediment depth exceeds 2- inches on Grass Layer Vegetation Erosion/ Scouring Vegetation V -Notch Pipe Weir 1998 Surface Water Design Manual Condition When Maintenance is Needed When the grass becomes excessively tall (greater than 10- inches); when nuisance weeds and other vegetation starts to take over. Inlet Outlet Pipe Inlet/ outlet pipe dogged with sediment and/ or debris. Trash and Debris Trash and debris accumulated in the bio- swale. Accumulation Where the bio -swale has eroded or scoured the bottom due to flow channelization, or higher flows. NO.13- WATER QUALITY FACILIl1ES (CONTINUED) B.) Grasslined Filter Strips Maintenance Defect :omponent Fitter Strip Sediment Accumulation Sediment depth exceeds 2 inches. on Grass Layer Condition When Maintenance is Needed When the grass becomes excessively tall (greater than 10- inches); when nuisance weeds and other vegetation starts to take over. Trash and Debris Trash and debris accumulated on the filter Accumulation strip. Erosion/ Scouring Where the fitter strip has eroded or scoured due to flow channelization, or higher flows. When the V -Notch pipe becomes damaged or clogged with sediment/ debris. A -11 Results Expected When Maintenance is Performed No sediment deposits on grass layer of the bio- swale, which would impede filtration of runoff. Vegetation is mowed or nuisance vegetation is eradicated, such that flow not impeded. Grass should be mowed to a height between 4 inches and 9 inches. No clogging or blockage in the inlet and outlet piping. Trash and debris removed from bioswale. Bioswale should be regraded and re- seeded to specification, to eliminated channeled flow. Overseeded when bare spots are evident Results Expected When Maintenance is Performed No sediment deposits on grass layer of the filter strip, which would impede filtration runoff. Vegetation is mowed or nuisance vegetation is eradicated, such that flow not impeded. Grass should be mowed to a height between 4 inches and 9 inches. Trash and Debris removed from filter. Strip should be re- graded and re- seeded specification, to eliminate channeled flow. Overseeded when bare spots are evident. Cleaned and properly functioning weir, such that flows uniformly spread. 9/1/98 APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES • C.) Wetponds Vlaintenance Defect Component w elPond 9/1/98 Vegetation such as grass and weeds need to be mowed when it starts to impede aesthetics of pond. Mowing is generaly required when height exceeds 18-inches. Mowed vegetation should be removed . from areas where it could enter the pond, either when the pond level rises, or by rainfall runoff. Trish and Debris ' Accumulation that exceeds 1 CF per 1000-SF of pond area Inlet/ Outlet Pipe , Inlet/ Outlet pipe dogged with sediment and/ or debris material. Sediment Sediment accumulations in pond bottom that Accumulation in Pond exceeds the depth of sediment zone plus 6-inches, Bottom • usually the first ceN. Vegetation Erosion Settlement of Pond Dike/ Berm Wick Window Overflow Spillway Condition When Maintenance Is Needed Oil Sheen on Water Prevalent and visible oil sheen. Erosion of the pond's side slopes and/or scouring of the pond bottom, that exceeds 6-inches, or where continued erosion is prevalent Any part of these components that has settled 4 inches or lower than the design elevation, or inspector determines dike/ berm is unsound. Rock window is clogged with sediment Rock is missing and sal is exposed at top of spillway or outside slope. A-12 Results Expected When Maintenance is Performed Vegetation should be mowed to 4 to 5 Inches in height. Trees and bushes should be removed where they are interfering with pond maintenance activities. Trash and debris removed from pond. No dogging or blockage in the inlet and outlet piping. Removal of sediment from pond bottom. Removal of sediment from pond bottom. Slopes should be stabilized by using proper erosion control measures, and repair methods. Dike/ berm is repaired to specifications. Window is free of sediment and debris. Replace rocks to specifications. 1998 Surface Water Design Manual P • Welvautt Trash/ Debris Accumulation Sediment Accumulation in Vault Damaged Pipes Access Cover Damaged/ Not Working Vault Structure Damaged Baffles Access Ladder Damage 1998 Surface Water Design Manual NO. 13 - WATER QUALITY FACILITIES (CONTINUED) c .d.) Wetvaults laIntenance Defect Component MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES Condition When Maintenance is Needed • Trash and debris accumulated in vault, pipe or inlet/ outlet, (includes fioatables 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 panicles 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. A-13 Results Expected When Maintenance is Performed 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 inleV 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 9/1/98 ........,..- .a,.,�• >c.a'Ne. 4iMYY[iil":!Y St/.SNM11623 ^SRN+LMd.1 NY". F. 1:. 7+'. 1C�v1T5t% �c+ 9u. A. YCSCw�cWtN.w.u.mr�.....�...._.. APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES NO.13 - WATER QUALITY FACIUTIES (CON77NUED) E.) Sand Filters Maintenance Defect Component Above Ground Sediment Sediment depth exceeds 1/2 -inch. Accumulation on Grass Layer Below Ground Vault. Trash and Debris Accumulations Sediment/ Debris in Yard Drains/ Clean - Outs] Vegetation Sand Filter Media Prolonged flows Short Circuiting Erosion Damage to Slopes Rock Pad Missing or Out of Place V -Notch Pipe Weir Damaged Pipes Sediment Accumulation on Sand Media Section Sediment Accumulation in Vault Trash/ Debris Accumulation Sediment in Drain Pipes/ Yard Drains/ Cleanouts Condition When Maintenance is Needed Trash and debris accumulated on sand filter bed. When the yard drain CB's and dean -out become full or partially plugged with sediment and/or debris. When the grass becomes excessively tall (greater than 6-inches); when nuisance weeds and other vegetation starts to take over. Drawdown of water through the sand filter media, takes longer than 24-hours, and/or flow through the overflow pipes occurs frequently. Sand is saturated for prolonged periods of time (several weeks) and does not dry out between storms due to continuous base flow or prolonged flows from detention facilities. When flows become concentrated over the sand filter rather than dispersed. Erosion over 2- inches deep where cause of damage is prevalent or potential for continued erosion is evident. Soil beneath the rock is visible. When the V -Notch pipe becomes damaged or dogged with sediment/ debris. Any part of the piping that is crushed or deformed more than 20% or any other failure to the piping. Sediment depth exceeds 1/2 -inch. Sediment depth exceeds 6- inches in vault bottom. Trash and debris accumulated in vault, or pipe inlet/ outlet, floatables and non- fioatables When drain pipes, cleanouts, and yard drains become full with sediment and/ or debris. Results Expected When Maintenance is Performed No sediment deposit on grass layer of sand filter which would impede permeability of the filter section. Trash and debris removed from sand filter bed. Sediment, material from the CB's and clean -outs removed. Vegetation is mowed or nuisance vegetation is eradicated, such that flow is not impeded. Usually requires replacement of top 6 to 12- inches of media. May require replacement of entire sand filter section, depending on section. Limit the low, continuous flows to a small portion of the facility by using a low wooden divider or slightly depressed sand surface. Flow and percolation of water through the sand filter is uniform and dispersed across the filter section. Slopes should be stabilized by using proper erosion control measures. Replace or rebuild the rock pad to design specifications. Clean and properly functioning weir, such that flows uniformly spread. Pipe repaired or replaced. No sediment deposits on sand filter section, which would impede permeability of the filter section. No sediment deposit in the first chamber of the vault. Trash and debris removed from vault, and inlet/ outlet piping. Remove the material from the facilities. 9/1/98 1998 Surface Water Design Manual A -14 C NO. 13 - WATER QUALITY 'FACILITIES (CON17NUED) C s E.) Sand Filters (Continued) Maintenance Defect Component Below Ground Vault ( Continued) APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES Short Circuiting Vertical Riser Pipes Damaged Pipes Access Cover Damaged/ Not Working Vault Structure Damaged; Includes Cracks in Walls, Bottom, Damage to Frame Euid/ or Top Slab. Bathes Access Ladder Damaged 1998 Surface Water Design Manual Conditions When Maintenance is Needed When seepage/ flow occurs along the vault walls and corners. Plugged, failure due to cracking deformation. Flows tend to back-up in first chamber of the vault. Inlet or outlet piping damaged or broken and in need of repair. Cover cannot be opened, one person cannot open the cover, corrosion/ deformation of cover. Cracks wider than 1/2-inch and any evidence of soil particles entering the structure through the cracks, or maintenance/ inspection personnel detemines that the vault is not structurally sound. Cracks wider than 1/2-inch at the joints of any inlet/ outlet pipe or any evidence of soil particles entering the vault through the walls. Baffles corroding, cracking, warping and/or showing signs of failure as determined by maintenance/ inspection person. Ladder is corroded or deteriorated, not functioning property, missing rungs, cracks, and misaligned. A-15 Results Expected When Maintenance is Performed Sand filter media section re-laid and compacted along perimeter of vault to form a semi-seal. Clean out the riser pipe; replace pipe as needed. Pipe repaired and/or replaced. Cover repaired to proper . working specifications or replaced. Vault replaced or repaired to design specifications. No cracks more than 1/4-inch wide at the joint of the inlet/ outlet pipe. Repair or replace baffles to specifications. Ladder replaced or repaired to specifications, and is safe to use as determined by inspection personnel. 9/1/98 Above Ground Open Swale • Below Ground Vault APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILTIIES NO. 13 - WATER QUALITY FACILITIES (CONTINUED) F.) Leaf Compost Filters Maintenance Defect C . Component Sediment accumulation on Geo- Textile/ media Trash and debris accumulations Sediment/ debris in drain/ yard drains/ clean-outs. Vegetation Leaf Compost Media Short - Circuiting Erosion Damage to Slopes Damaged Geo- Textile Fabric. Rock Pad Missing or out of place Damaged Pipes V -Notch Weir Assemblies Sediment Accumulation on Geo- Textile/ Media. Sediment Accumulation in Vault Trash/ Debris Accumulation Sediment in Drain Pipes/ Yard Drains/ Clean -Outs Conditions When Maintenance Is Needed Sediment depth exceeds 0.25- inches. Trash and debris accumulated on compost filter bed. When the yard drain CB's and dean -outs become full of sediment and/ or debris. Vegetation impending flow through section, or encroaching into compost media. Drawdown of water through the leaf compost, takes longer than 12 hours, and/or flow through the overflow pipes occurs frequently. When Channeled flow occurs over the leaf media; and where flow perks through the media at the baffles. Eroded damage over 2- inches deep where cause of damage is prevalent or potential for continued erosion is prevalent. When fabric is torn, deteriorated, raveled, etc. Soil beneath the pad is visible. Any part of the pipe system that is crushed, damage due to corrosion, and/ or settlement. Flow is not being uniformly spread over filter media. Sediment depth exceeds 0.25 - inches. Sediment depth exceeds 6- inches in first chamber. Trash and debris accumulated on compost filter bed. When drain pipes, clean-outs, yard drains become full with sediment and/ or debris. Results Expected When Maintenance is Performed No sediment deposits on fabric layer which would impede permeability of the fabric. Trash and debris removed from compost filter bed. Remove the accumulated material from the facility. Vegetation is mowed or eradicated such that flow is no longer impeded. Replace media with new to design specifications, in addition to replacing fabric. Flow is uniform over the entire width of the media section, and concentrated percolation does not occur at the baffle walls. Media needs to be graded and re-set at the baffles to form a seal. Weir plate may need to be adjusted in addition. Slopes should be stabilized by using proper erosion control measures. Fabric replaced as necessary. Replace or rebuild the rock pad to design standards. Pipe repaired or replaced. Clean, repair or replace the weir systems. No sediment deposits on fabric layer which would impede permeability of the fabric and compost media. No sediment deposits in vault bottom of first chamber. Trash and debris removed from the compost filter bed. Remove the accumulated material from the facilities. 9/1/98 1998 Surface Water Design Manual A -16 NO. 13 - WATER QUALITY FACIL ES (CONTINUED) ?.) Leaf Compost Filter (Continued) Maintenance Defect Condition When Maintenance is Needed Component Below Ground Leaf Compost Media APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILmES Short Circuiting Plugged/ Damaged • Elbows Damaged Geo- Textile • Fabric Rock Pad Missing or Out of Place Damaged Pipes Access Cover Damaged/ Not Working V -Notch Weir Assemblies Vault Structure Includes Cracks in Wall, Bottom, Damage to Frame and/or Top Slab Baffles Access Ladder Damaged Drawdown of water through the leaf compost, takes longer than 12- hours, and/ or overflow occurs frequently. When seepage occurs along the vault wall and corners occur. Flow tends to backup unusually high in the first chamber of the vault. Fabric is torn, deteriorated, raveled, etc. Sod beneath the pad is visible. Any part of the pipes that are crushed, damaged due to corrosion and/or settlement. Cover cannot be opened, one person cannot open the cover, corrosion/ deformation of cover. Flow does not spread uniformly over filter media by weir section. 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 person. Ladder is corroded or deteriorated, not functioning property, missing rungs, cracks, and misaligned. Cracks wider than 1/2 -inch at the joint of any inlet/outlet pipe or any evidence of soil particles entering the vault through the walls. A -17 Results Expected When Maintenance is Performed Replace media with new • compost to specifications, in addition to replacing fabric. Percolation of water occurs along the walls and comers and not through the media section. . Media needs to be re-set along the vault wafl and corners to form a semi -seal. Clean out the elbow fittings and/ or replace if damaged. Fabric replaced as necessary. Replace or rebuild the rock pad to design standards. Pipe repaired and/ or replaced. Cover repaired to proper working specifications or replaced. Clean, repair and/ or replace the weir plate section, or adjust height Vault replaced or repaired to design specifications. Repair or replace baffles to specification. Ladder replaced or repaired and meets specifications, and is safe to use as determined by inspection personnel. No cracks more than 1/4 -inch wide at the joint of the inlet/ outlet pipe. 9/1/98 1998 Surface Water Design Manual APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES G.) Infiltration Ponds Maintenance Defect Component C NO.13 - WATER QUALITY FACILITIES (CONTINUED) Infiltration Pond Vegetation Sand Fitter Layer Sediment Accumulation in Pond Bottom Trash and Debris Inlet/ Outlet Pipe Erosion Sediment of Pond Dike/ Berm Rock Window Overflow Spillway Infiltration Vault/ Sediment Tank Accumulation in Vault Trash and Debris Accumulation Access Cover Damaged/ Not Working Tank or Vault Structure Damaged Condition When Maintenance is Needed Vegetation such as grass and weeds needs to be mowed when it starts to impede infiltration function. Mowing is generally required when height exceeds 12 inches. • Sand filter layer has sediment deposits that exceeds 1/2 -inch or the infiltration rate of the sand layer is less than 2 in/ hr. Sediment accumulations in pond bottom that exceeds 1/2 -inch in depth or percolation test of the pond indicates leafy is only working at 90% of it's design percolation rate. Accumulation that exceeds 1-CF per 1,000 -SF of pond area Inlet/ outlet pipe dogged with sediment and/ or debris material. Erosion of the pond's side slope and/ or scouring of the pond bottom, that exceeds 2- inches, or where potential for continued erosion is prevalent Any part of these components that has settled fl- inches or lower than the design elevation, or where potential for continued erosion is prevalent Rock window is clogged with sediment Rock is missing and soil is exposed Tanks: Sediment depth exceeds 6- inches in depth. Trash and debris accumulated in tank, vault or connecting pipe. Includes floatables and non - floatables. Cover cannot be opened or removed, especially by one person. Tank: Joints between tank sections failing, such that leakage occurs and. or material being washed through into facility; or maintenance/ inspection person determines the tank is not structurally sound. Results'Expected When Maintenance is Performed Vegetation should be mowed to 2- inches in height Trees and bushes should be removed where they impact the infiltrating area of the pond. Remove sediment and top layer of sand, and replace in kind per specification. Removal of sediment from pond bottom. Trash and Debris removed from pond. No dogging or blockage in the inlet and outlet piping. Slopes should be stabilized by using proper erosion control measures and repair methods. Slopes should be stabilized by using proper erosion control measures and repair methods. Window is free of sediment and debris. Replace rocks to specifications. No sediment deposits in tank bottom. Trash and debris removed from each facility. Cover repaired or replaced to proper working specifications or replaced. Tank replaced or repaired to design specifications. 9/1/98 1998 Surface Water Design Manual A -IS • NO 13 - WATER QUALITY FACILITIES (CONTINUED) G.) Infiltration Ponds (Continued Maintenance Defect Component Infiltration Vault/ Conditions When Maintenance Is Needed Vault: Cracks wider than 1/2 -inch and any evidence of soil particles entering the structure through the cracks, or maintenance inspection persorxiel'determines that the vault is not structurally sound. Ladder is corroded or deteriorated, not functioning Properly, missing rungs, has cracks and/ or misaligned. . . 1998 Surface Water Design Manual A•19 9/1/98 NO. 14 - OIL CONTROL FACILITIES A.) Oil/ Water Separators ` Maintenance Defect •.- Component 11 Hk.pkt A.T4,1*, APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES API Type OWS Monitoring Sediment Accumulation Trash and Debris Accumulation Oil Accumulation Damaged Pipes Access Cover Damaged/ Not Working Vault Structure Damage - Includes Cracks in Walls Bottom, Damage to Frame and/or Top Slab Baffles CPS -Type OWS Monitoring Access Ladder Damaged Sediment Accumulation Trash and Debris Accumulation Oil Accumulation Condition When Maintenance is Needed Inspection of discharge water for obvious signs of poor water quality. Sediment depth in bottom of vault exceeds 6- inches in depth. Trash and debris accumulation in vault, or pipe inlet/ outlet, floatables and non- floatables. Oil accumulations that exceed 1 -inch, at the surface of the water Inlet or outlet piping damaged or broken and in need of repair. Cover cannot be opened, one person cannot open the cover, corrosion/ deformation of cover. 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 person. Ladder is corroded or deteriorated, not functioning properly, missing rungs, cracks, and misaligned. Cracks wider than 1/2 -inch at the joint of any inlet/ outlet pipe or any evidence of soil particles entering the vault through the walls. Inspection of discharge water for obvious signs of poor water quality. Sediment depth in bottom of vault exceeds 6- inches in depth and/or visible signs of sediment on plates. Trash and debris accumulated in vault, or pipe inlet/ outlet, floatables and non- floatables. Oil accumulation that exceeds 1 -inch at the water surface. Results Expected When Maintenance Is Performed. Effluent discharge from vault should be dear with out thick visible sheen. . No sediment deposits on vault bottom which would impede flow through the vault and separation efficiency. Trash and debris removed from vault, and inlet/ outlet piping. Extract oil from vault by vactoring. Disposal in accordance with state and local rules and regulations. Pipe repaired or replaced. Cover repaired to proper working specifications or replaced. Vault replaced or repaired to design specifications. Repair or replace baffles to specifications. Ladder replaced or repaired and meets specifications. and is safe to use as determined by inspection personnel. No cracks more than 1/4 -inch wide at the joint of the inlet/ outlet pipe. Effluent discharge from vault should be clear with no thick visible sheen. No sediment deposits on vault bottom and plate media, which would impede flow through the vault and separation efficiency. Trash and debris removed from vault, and inlet/ outlet piping. Extract oil from vault by vactoring methods. Clean coalescing plates by thoroughly rinsing and flushing. Should be no visible oil depth on water. 9/1/98 1998 Surface Water Design Manual A -20 APPENDIX A MAINFENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES NO. 14 - OIL CONTROL FACILITIES (CONTINUED) Oil/ Water Separators (Continued) uenance Defect Condition When Maintenance is Needed omponent Catch Basin e37J' a':» f." U92:F §hS:R:ir.:ii::l;:tRaazen tutu:n ^.Crtit.. utuft x.....na, Damaged Coalescing Plate media broken, deformed, cracked and/ or Plates showing signs of failure. ' Damaged Pipes Baffles Vault Structure Damage- Includes Cracks in Walls, Bottom, Damage to Frame and/ or Top Slab Access Ladder Damaged Catch Basin Inserts .ntenance Defect Component Sediment Accumulation Trash and Debris Accumulation Inspection Media Insert-Water Saturated Media Insert-Oil Saturated General . Inlet or outlet piping damaged or broken and in need of repair. Baffles corroding, cracking, warping and/ or showing signs of failure as determined by maintenance/ inspection person. 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. Ladder is corroded or deteriorated, not functioning property, missing rungs, cracks, and misaligned. Cracks wider than 1/2 -inch at the joint of any inlet/ outlet pipe or any evidence of soil particles entering the vault through the walls. Conditions When Maintenance is Needed When sediment forms a cap over the insert media of the insert and/or unit. Trash and debris accumulates on insert unit creating a blockage/ restriction. Inspection of media insert is required. Catch basin insert is saturated with water, which no longer has the capacity to absorb. Media oil saturated due to petroleum spill that drains into catch basin. Regular interval replacement due to typical average life of media insert product. Results Expected When Maintenance is Performed Replace that portion of media pack or entire plate pack depending on severity of failure. Pipe repaired and or replaced. Repair or replace baffles to specifications. Vault replaced or repaired to design specifications. Ladder replaced or repaired and meets specifications, and is safe to use as determined by inspection personnel. No cracks more than 1/4 -inch wide at the joint of the inlet/ outlet pipe. Results Expected When Maintenance is Performed No sediment cap on the insert media and it's unit Trash and debris removed from insert unit Runoff freely flows into catch basin. Effluent water from media insert is free of oils and has no visible sheen. Remove and replace media insert Remove and replace media insert. Remove and replace media at regular intervals, depending on insert product. 1998 Surface Water Design Manual 9/1/98 A -21 City of Tukwila Department of Community Development December 5, 2000 Roger Carlson 130 Lakeside, Suite 250 Seattle, WA 98127 encl CORRECTION LETTER #1 — Revision #2 Development Permit Application Number D99 -0438 Group Health Building A 12401 East Marginal Way S Dear Mr. Carlson: If you have any questions, please contact me at (206)431 -3672. Sincerely, yam Brenda Holt Permit Coordinator xc: File No. D99 -0438 Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your revision #2 to your 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, Fire Department and Planning Division have no comments. 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 by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431.3670 • Fax: 206.431.3665 :(G mc) City of Tukwila Public Works Department Review Comments D99 -0439 & D99 -0438, Revision #2 Group Health Building 11/27/00 Contact Mike Cusick at 206) 433 -0179 if you have any questions regarding the following comments. On Sheet C3 of 7, revise drawings to include width of driveway and reference Tukwila detail RS -9. On Sheet R5 of 6, revise the location of Bollards & Chain. You moved the driveway to Sheet R4 of 6 without moving Bollards & Chain. On Sheet R4 of 6, provide the centerline station of the driveway and reference detail RS -9: October 26,2000 Attn: Lt. Don Tomaso Fire Department 6300 Southcenter Blvd. Tukwila, WA 98188 The following is a response to your written memorandum dated September 30th to the International Gateway II, Building `A' & `B' Office buildings (Application No 99- 0438): Roger. Carlson Project Architect RC:c LANCE MUELLER & ASSOCIATES /ARCHITECTS encl. Stair plans and sections have been revised to reflect Sht. A2.4 the 1-hour rating around the stair enclosure and & A4.4 separating the stairs from the sprinkler riser room. 130 LAKESIDE • SUITE 260 • SEATTLE, WA • 98122 • (206) 325.2553 • FAX: (206) 328•0564 ARCHITECTURE • PLANNING • SPACE PLANNING • INTERIORS Attn: Lt. Don Tomaso Tukwila Fire Department 6300 Southcenter Blvd. Tukwila, WA 98188 The following is a response to your written comments dated January 5th to the International Gateway II, Building `A'Plan review (Application No: 99- 0438): 14. The fire department access on S. 126` been relocated and a set of removable bollards a indicated in lieu of the chain gate originally proposed. 15. The landscape architect has reviewed the planted plan to ensure landscaping does not impede the ladder truck. We have also adjusted the radius of the planting curb to meet department truck turn requirements Sincerely, LANCE MUELLER & ASSOCIATES /ARCHITECTS Roger Carlson Project Architect RC:c encl. 130 LAKESIDE • SUITE 250 • SEATTLE. WA • 58122 • (206) 325.2663 • FAX: (906) 328 -0654 ARCHITECTURE • PLANNING • SPACE PLANNING • INTERIORS 10/16/00 MON 13:49 FAX 206 281 0920 Date: City of Tukwila Fire Department Sabey Corporation MEMORANDUM Lori Cole, Smith Fire Systems -,:, -+ LANCE MUELLER Group Health Office buildin September 30, 2000 The following items will need to be addressed during the installation of the fire sprinkler systems at these two buildings. 1) The Riser cannot be located in an Exit Stairwell Enclosure. 2) Provide pressure relief per #4 of the WSRB letter. 3) All main drains shall be 2" 4) All "valves ". shall be monitored for tamper, 5) Each floor shall have its own control valve. If you have any questions please feel free to contact me at 206 - 575 -4404 Q 0 0 4 Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief MA,1TZL L OCT 1 G cep Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575.4404 • Fax: 206.575.4439 • rr :: ::>: •:• vrk' . ^ *••:tii:%2? : ••: : :rw7 � : , {r{gy:..? %) ;?.., . r:>,v, S .. r va . . .vv a .�., ,ywt .:s3 � "•i: r.2L i,.�v , ,`, <# rr #:r fi�..;.:.>4:.:..iir�S�:y•; :ter• ::•A. .,.Y Y.: ::):a" :: •r .,: .` " r ' :.: � ',< �;; 5: 0':. �•; u�tj�?^ o` � x��,.. �` 7 !rL%r %.:�.:..:r.� r:. '5:... ;. GF.4 15 F :,...:.,: • a: ::r e cf >r ':b :> da vet o r::: >l:a t b sfa .:,.7 - < ::g: ..> : : ...v,... .,... .. .... .. r..r . ..............n .... T... ... : ....... ::..: ..,:...................... i;!<-I v> , rw•r)Y.�µ.. . r.nn., ... n..n.•........... ....:.... .. fv..... .:.... C:..r..... r: t... /....., .. r.v.::v:}'::< {;:w4: iv::<4 >:y;.%S: % /.'y:?'i�Y "i�,. NAME OF DEVELOPMENT: International Gateway East II DATE: 7/27/2000 DEVELOPMENTADDRESS: 12401 E. Marginal Way S.Tukwila, WA 98168 PERMIT NO. :pqq -045 + ,( CASH ASSIGNMENT NAME: Sabey Corporation TEL NO. 206- 281 -8700 , SHALL BE REFUNDED BY MAILING TO: ADDRESS: 12201 Tukwila International Blvd. (please print) CITY/STATE/ZIP Seattle, WA 98168 -5121 DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE PLANS/DOCUMENTS WHERE MEWS ARE OESCRIBEDI: ••-- -• Perform Wetlands Mitigation Work, in accordance with documents by Altman Oliver and Associates W1 through W4. As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ 64, 261.15 ($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: 4 / 01 / 01 1, or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. 1 further agree to complete all work listed above prior to requesting inspection and release of these funds. SIGNED: • ,_,___A i7 • TITLE: Sabey Construction AU Z FUND IS HORI ED TO BE ACCEPTED. IS N B �1.�l °2 TH FU SIGNED: v 4 DEPARTMENT HEAD: AMOUNT: i • / CASH • ASH •UIVALENT r DEPOSITED THIS DATE: 7 G� CITY RECEIPT NO.��((�Y// _/ 5 ,, • � Y: r�J 5 f 1t /ye RECEIVED B 6n0 1,-. 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPERS REPRESENTATIVE: crR?etecf CHECKED BY: (.L « Cif of Tukwila DEVELOPER'S PROJECT WARRANTY REQUEST FORM AUTHORQED BY: ETI01tf'.4'(t x complete `l elt CASH EQUIVALENT-Lb I I tR AUTHORIZING RELEASE CASH CfTY CHECK NO. Upon completion through Section 2, Finance personnel shall send copies to: - Developer - Finance Department All work identified in Section 1 cf this form has now been complete 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 release of the above cash assignment. r AMOUNT: RELEASED THIS DATE: RELEASED BY: DEPARTMENT: ^ - -IA ^ J r,n , FINANCE DE Upon completion cf entire form, Finance personnel shall send copies to: - Developer - Finance Department lU AU Z FUND IS HORI ED TO BE ACCEPTED. IS N B �1.�l °2 TH FU SIGNED: v 4 DEPARTMENT HEAD: AMOUNT: i • / CASH • ASH •UIVALENT r DEPOSITED THIS DATE: 7 G� CITY RECEIPT NO.��((�Y// _/ 5 ,, • � Y: r�J 5 f 1t /ye RECEIVED B 6n0 1,-. 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPERS REPRESENTATIVE: crR?etecf CHECKED BY: (.L « Cif of Tukwila DEVELOPER'S PROJECT WARRANTY REQUEST FORM AUTHORQED BY: ETI01tf'.4'(t x complete `l elt CASH EQUIVALENT-Lb I I tR AUTHORIZING RELEASE CASH CfTY CHECK NO. Upon completion through Section 2, Finance personnel shall send copies to: - Developer - Finance Department All work identified in Section 1 cf this form has now been complete 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 release of the above cash assignment. r AMOUNT: RELEASED THIS DATE: RELEASED BY: DEPARTMENT: ^ - -IA ^ J r,n , FINANCE DE Upon completion cf entire form, Finance personnel shall send copies to: - Developer - Finance Department lU 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPERS REPRESENTATIVE: crR?etecf CHECKED BY: (.L « Cif of Tukwila DEVELOPER'S PROJECT WARRANTY REQUEST FORM AUTHORQED BY: ETI01tf'.4'(t x complete `l elt CASH EQUIVALENT-Lb I I tR AUTHORIZING RELEASE CASH CfTY CHECK NO. Upon completion through Section 2, Finance personnel shall send copies to: - Developer - Finance Department All work identified in Section 1 cf this form has now been complete 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 release of the above cash assignment. r AMOUNT: RELEASED THIS DATE: RELEASED BY: DEPARTMENT: ^ - -IA ^ J r,n , FINANCE DE Upon completion cf entire form, Finance personnel shall send copies to: - Developer - Finance Department lU d* , COUNTY OF KING 4 . STATE OF WASHINGTON) CONSTRUCTION IMPROVEMENT BOND ss. Intergate East II LLC By }, Upon the failure to the principal to perform the terms of this bond, the Surety shall either perform the terms of the bond itself or shall, upon written demand by the Manager of the City of Tukwila, remit to the City of Tukwila the amount of the bond or such lessor amount as may be specified in the demand. The amount demanded by the manager or his/her designee will be a good faith estimate of the actual cost of repairs. We further agree that if it is necessary for the City of Tukwila to take any legal action against any signatory to this agreement to assure the proper completion of this project, the City of Tukwila will be entitled to its reasonable costs and attorney's fees. Signeed thus day of July , 2000. late gete E ast vII LLC by Sabey Corporation, Manager Travelers Casualty and Surety Company of America Principal Surety 12201 Tukwila Int'l Blvd. 4th Floor 2233 112th Avenue NE Address Seattle, WA 98168 -5121 City, State, Zip 206 -281 -8700 Phone t Address Bellevue, WA 98004 City, State, Zip 425 - 709 -3600 P � 4 PA-P �J BOND NO.81SB103317617BCM Si Signature Z.y , s IsS, ii-otentsiN > Karen P. Dever, Attorney -in -Fact Nme and Title Name and Title EIN TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY Hartford, Connecticut 06183 -9062 TRAVELERS CASUALTY AND SURETY COMPANY OF ILLINOIS Naperville, Illinois 60563 -8458 POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEY(S) -IN -FACT KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, corporations duly organized under the laws of the State of Connecticut, and having their principal offices in the City of Hartford, County of Hartford, State of Connecticut, and TRAVELERS CASUALTY AND SURETY COMPANY OF ILLINOIS, a corporation duly organized under the laws of the State of Illinois, and having its principal office in the City of Naperville, County of DuPage, State of Illinois, (hereinafter the "Companies ") hath made, constituted and appointed, and do by these presents make, constitute and appoint: Tim Church, Carl Newman, Peter H. Hammett, Susan B. Larson, Pamela Nelson, Deanna M. Meyer, Charles A. Szopa, Shauna L. Munro, Barbara R. Johnson, Karen P. Dever or Jeffrey W. Parkhurst * * of Seattle, WA/Anchorage, AK, their true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred to sign, execute and acknowledge, at any place within the United States, or, if the following line be filled in, within the area there designated the following instrument(s): by his/her sole signature and act, any and all bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and all consents incident thereto and to bind the Companies, thereby as fully and to the same extent as if the same were signed by the duly authorized officers of the Companies, and all the acts of said Attorney(s) -in -Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This appointment is made under and by authority of the following Standing Resolutions of said Companies, which Resolutions are now in full force and effect: VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her. VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary. VOTED: That any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary, or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority. This Power of Attorney and Certificate of Authority is signed and sealed by facsimile under and by authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY, FARMINGTON CASUALTY COMPANY and TRAVELERS CASUALTY AND SURETY COMPANY OF ILLINOIS, which Resolution is now in full force and effect: VOTED: That the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. IN WITNESS WHEREOF, TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY, FARMINGTON CASUALTY COMPANY and TRAVELERS CASUALTY AND SURETY COMPANY OF ILLINOIS have caused this instrument to be signed by their Senior Vice President, and their corporate seals to be hereto affixed this 15th day of July, 1999. STATE OF CONNECTICUT )SS. Hartford COUNTY OF HARTFORD CERTIFICATE TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY TRAVELERS CASUALTY AND SURETY COMPANY OF ILLINOIS By George W. Thompson Senior Vice President On this 15th day of July, 1999 before me personally came GEORGE W. THOMPSON to me known, who, being by me duly sworn, did depose and say: that he/she is Senior Vice President of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY, FARMINGTON CASUALTY COMPANY and TRAVELERS CASUALTY AND SURETY COMPANY OF ILLINOIS, the corporations described in and which executed the above instrument; that he/she knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; and that he /she executed the said instrument on behalf of the corporations by authority of his/her office under the Standing Resolutions thereof. tirAt.O.U.1* My commission expires June 30, 2001 Notary Public Marie C. Tetreault I, the undersigned, Assistant Secretary of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, stock corporations of the State of Connecticut, and TRAVELERS CASUALTY AND SURETY COMPANY OF ILLINOIS, stock corporation of the State of Illinois, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Certificate of Authority remains in full force and has not been revoked; and furthermore, that the Standing Resolutions of the Boards of Directors, as set forth in the Certificate of Authority, are now in force. Signed and Sealed at the Home Office of the Company, in the City of Hartford, State of Connecticut. Dated this 27th day of July , 2000 • By Brian Hoffman Assistant Secretary, Bond vr.• • •n i •• •+. ; n uw n :• . yr ;m} ;.•r • n :: y .v , y .. . •. : :,:: /o: ... . .r +tF.<•.}. s.. • {. . .:. {• ":! YrC"4 .....•.... •: r.:.. ..• . +: .. Y }:: n• :. •. � : .: n r • • i .::5 3.�.,. , ,� ., .. { : >' ^' : �` �,':% .. s' . ^2?A :•:�y; ��: i :;:.. }::. • SE : .O( ?7 »-t. a. < :v . k '• o r +.A. : ::::..�, ...,..}.y :�x.:Yt••, ii:;; ' :'t: <; ^:;: > :: :•: ::;:; r':'i ..... F l. 1F .; efrllerf In 6 :;:deveto r!f:::autharizecfb .,.C1 : ..... •. .. ... .. :. ......... Y......Y:.r...v..: ".... r... : .:......:: x : rr.;r:•i: . .F.vb }. • ,?.;.v : i. }!.:: i :�; :5' NAME OF DEVELOPMENT: International Gateway East II DATE: 7/27/2000 DEVELOPMENT ADDRESS: 12401 E. Marginal Way S.Tukwila, WA 98168 PERMIT NO.:pq -Q 3b its CASH ASSIGNMENT NAME: Sabey Corporation TEL NO. 206- 281 - 8700 SHALL BE REFUNDED BY MAILING TO: ADDRESS: 12201 Tukwila International Blvd. (please print) CITY/STATE/ZIP Seattle, WA 98168 - 5121 DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE PLAN,SIDOCUM_ENTS WHERE ITEMS ARE DESCRIBEDI: '•-- -. Perform Wetlands Mitigation Work. in accordance with documents by Altman Oliver and Associates Wl through W4. jj l CAS HCUNAL.ENT , DEPOSITED THIS DATE: �1 D As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ 64, 261.15 ($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: 4 / 01 / 01 1, or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. I further agree to complete all work listed above prior to requesting inspection and release of these funds. SIGNED: '1 __,_,_A Gc TITLE: Sabey Cons truction,P`I • • �� r r� 1'7 ` } ? �� ;555.;;.: <`SE•£?�t;? } ,„...::.::::.....„::.::.i....::::::.: . .............. o f � gib: AU IS HORIZED T THIS FUND TO TH FU ACCEPTED. SIGNED: 4 DEPARTMENT HEAD: ,f -c�J-- -- AMOUNT: i . P?/ b /c 0 CASH jj l CAS HCUNAL.ENT , DEPOSITED THIS DATE: �1 D CITY RECEIPT NO.� m -/ ais /033111,/Srk RECEIVED BY: 6 CHECKED '3�� 72 HOUR NOTIFICATION INSPECTION AND RELEASE • e:?cornp DEVELOPER'S REPRESENTATIVE: 'ctimutet FOR OF FUNDS e ted' ° b e`sta CASH EQUIVALENT -LEI i tR AUTHORIZING RELEASE CASH CITY CHECK NO, Upon completion through Section 2, Finance personnel shall send copies to: - Developer -Finance Department - Permit Coordin DCD C. Li City of Tukwila DEVELOPER'S V. 1OJECT WARRANTY REQUEST FORM All won< identified in Section 1 of this form has now been complete: 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 release of the above cash assignment. AUTHORIZED BY: DEPARTMENT: , FINANCE DE; Upon completion ct entire form, Finance personnel shall send copies to: - Developer - Finance Department - Permit Coordinator, DCDM c: ?11Lq.Vk.Y1e]ua .v:r nmikittamptittha k.....Yn.kichnAksiftUeYftWlt • CONSTRUCTION IMPROVEMENT BOND BOND NO.81 SB 103317617BCM STATE OF WASHINGTON) . ss. COUNTY OF KING ) Intergate East II LLC By We, Sabey Corporation, Manager , as principal, and Travelers Casualty and Surety Company of America a corporation organized under the laws of the State of Connecticut , and duly authorized to transact business in the State of Washington, as surety, are held and firmly bound unto city of Tukwila State of Washington, in the amount of Sixty Four Thousand Two Hundred Sixty One and 15/100 For the payment of which sum we bind ourselves, and each of our executors, administrators, successors and assigns, jointly and severally. Now, therefore, the conditions of these obligations are such that the principal will PPrform'Wetlands Mitigation Work To be completed within one year from the date of bond approval or as later amended and evidenced by a letter of acceptance, then obligation shall be void; otherwise to remain in full force and effect. Upon the failure to the principal to perform the terms of this bond, the Surety shall either perform the terms of the bond itself or shall, upon written demand by the Manager of the City of Tukwila, remit to the City of Tukwila the amount of the bond or such lessor amount as may be specified in the demand. The amount demanded by the manager or his/her designee will be a good faith estimate of the actual cost of repairs. We further agree that if it is necessary for the City of Tukwila to take any legal action against any signatory to this agreement to assure the proper completion of this project, the City of Tukwila will be entitled to its reasonable costs and attorney's fees. z* Siggned t is 22 . 7 ., th ,� day of July , 2000. Irate ga a E‘ ast vlI LLC by Sabey Corporation, Manager Travelers Casualty and Surety Company of America Principal Surety 12201 Tukwila Int'l Blvd. 4th Floor 2233 112th Avenue NE Address Address Seattle, WA 98168 -5121 Bellevue, WA 98004 City, State, Zip City, State, Zip 206- 281 -8700 425 - 709 -3600 Phone P oe 4. C.o Si a Signature Ly S KL• k,4a «'� G tr Karen P. Dever, Attorney -in -Fact Name and Title Name and Title - TRAVELS ".ASUALTY AND SURETY COMPANY OF 4 RICA TRAv ELERS CASUALTY AND SURETY COMPA] FARMINGTON CASUALTY COMPANY Hartford, Connecticut 06183 -9062 TRAVELERS CASUALTY AND SURETY COMPANY OF ILLINOIS Naperville, Illinois 60563 -8458 POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEY(S) -IN-FACT KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, corporations duly organized under the laws of the State of Connecticut, and having their principal offices in the City of Hartford, County of Hartford, State of Connecticut, and TRAVELERS CASUALTY AND SURETY COMPANY OF ILLINOIS, a corporation duly organized under the laws of the State of Illinois, and having its principal office in the City of Naperville, County of DuPage, State of Illinois, (hereinafter the "Companies ") hath made, constituted and appointed, and do by these presents make, constitute and appoint: Tim Church, Carl Newman, Peter H. Hammett, Susan B. Larson, Pamela Nelson, Deanna M. Meyer, Charles A. Szopa, Shauna L. Munro, Barbara R. Johnson, Karen P. Dever or Jeffrey W. Parkhurst * * of Seattle, WA/Anchorage, AK, their true and lawful Attorney(s) -in -Fact, with full power and authority hereby conferred to sign, execute and acknowledge, at any place within the United States, or, if the following line be filled in, within the area there designated the following instrument(s): by his/her sole signature and act, any and all bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and all consents incident thereto and to bind the Companies, thereby as fully and to the same extent as if the same were signed by the duly authorized officers of the Companies, and all the acts of said Attorney(s)-in-Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This appointment is made under and by authority of the following Standing Resolutions of said Companies, which Resolutions are now in full force and effect: VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her. VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary. VOTED: That any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary, or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority. This Power of Attorney and Certificate of Authority is signed and sealed by facsimile under and by authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY, FARMINGTON CASUALTY COMPANY and TRAVELERS CASUALTY AND SURETY COMPANY OF ILLINOIS, which Resolution is now in full force and effect: VOTED: That the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. (8.97) IN WITNESS WHEREOF, TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY, FARMINGTON CASUALTY COMPANY and TRAVELERS CASUALTY AND SURETY COMPANY OF ILLINOIS have caused this instrument to be signed by their Senior Vice President, and their corporate seals to be hereto affixed this 15th day of July, 1999. STATE OF CONNECTICUT )SS. Hartford COUNTY OF HARTFORD CERTIFICATE On this 15th day of July, 1999 before me personally came GEORGE W. THOMPSON to me known, who, being by me duly sworn, did depose and say: that he/she is Senior Vice President of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY, FARMINGTON CASUALTY COMPANY and TRAVELERS CASUALTY AND SURETY COMPANY OF ILLINOIS, the corporations described in and which executed the above instrument; that he/she knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; and that he/she executed the said instrument on behalf of the corporations by authority of his/her office under the Standing Resolutions thereof. TRAVELERS CASUALTY AM) SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY TRAVELERS CASUALTY AND SURETY COMPANY OF ILLINOIS I, the undersigned, Assistant Secretary of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, stock corporations of the State of Connecticut, and TRAVELERS CASUALTY AND SURETY COMPANY OF ILLINOIS, stock corporation of the State of Illinois, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Certificate of Authority remains in full force and has not been revoked; and furthermore, that the Standing Resolutions of the Boards of Directors, as set forth in the Certificate of Authority, are now in force. Signed and Sealed at the Home Office of the Company, in the City of Hartford, State of Connecticut. Dated this 27th day of July , 2000 • By George W. Thompson Senior Vice President My commission expires June 30, 2001 Notary Public Marie C. Tetreault By Brian Hoffman Assistant Secretary, Bond .7eyv&-•- September 24, 2001 Karen P. Dever .1 Travelers Casualty and Surety Company of America 2233 — 112th aVenue Bellevue, WA 98004 RE: Release of Bond Bond No. 81SB103317617BCM Dear Ms. Dever: This letter hereby authorizes the release of the bond referenced above in the amount of $64,261.15 for the wetlands mitigation work for the property located at 12401. East Marginal Way South, 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. Brenda Holt Permit Coordinator encl xc: File No. D99-0439 Sabey Corporation City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431-3670 • Fax: 206-431-3665 July 14, 2000 Dear Mr. Carlson: Ciiy of Tukwila Department of Community Development Steve Lancaster, Director Mr. Roger Carlson 130 Lakeside, Suite 250Suite 100 Seattle, WA 98122 SUB ECT: CORRECTION LETTER #2 Development Permit Application Number D99 -0438 International Gateway East H — Building 'A' 12401 East Marginal Way South Steven M. Mullet, Mayor 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 same time and reflected on your drawings. I have enclosed review comments from the Public Works Department. At this time the Building Department, Fire Department and Planning 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. If your review 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. Correctionslrevisions 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- 3671. Sincerely, Tammy Beck Permit Technician Enclosures File: D90.0438 #2 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431.3665 ,..,.n_.,swv�.:t.•�.;ry y.^+ !a +met, roSrn:VM,pn- .,m-..v )38 /3 0 /z ouU jb:g rz1:C 2535589492 Bernard Martell Sabey construction 101 Elliot Ave. W. Suite 40 Seattle, WA 98119 Thank you for your consider SPECIALIZED LAND S►PECIALIZEID NCo SCAP.ING, IN 10524 "A" Street S. Tacoma, WA 98444 ffice 253 -536 -9393 Fax 253 -536 -9492 Re: Group Health Support site (International Gateway), Wetlands mitigation Bid . Attn: Bernard, Thank you for the opportune to submit a bid on this project. I would like to reference the original bid (dated June 15, 2000) for ex lusions and stipulations with the following additions based on the plans listed below. Plan numbers: Wetland Miti atlon plan, W1.O — W4.0, dated 5-30-00 by Altman Oliver Associates, L.L.C. Alternates and Addenda: N ne GENERAL EXCLUSIONS IN ADDITON TO ORIGINAL BID: 1- Removal and /or installation of silt or protection fencing. 2- Erosion control. 3Supplying or installation of Bentonite Clay Liner. 4- Excavation of Wetle nds ponds or planting area. 5- Construction of any rock walls, 6- Correcting drainage problems resulting from Improper grading done by others. 7- Clearing of invasive plant species and Horse Tail control. 8- Performance bond. 9- Resoration of damage done by vandals or acts of God. GENERAL STIPULATIONS IN ADC ITION TO ORIGINAL BID: 1 -Sub grades by General Contractor shall be (+ or-) 1/10'. 2- Onsite materials (10 7s, snags, boulders, etc.) to be used in wetlands are to be carefully stockpiled by others. 3- Topsoil shall be parallel to sub-grade as measured vertically at stated depth of 6'. 4- Brushpiles in wetla d areas, to be located and pieced by others. 5-A staging area shal be provided by general for landscaping use. 6 -SLI will place up to 24) 2 -3-man rocks, as specified, if rocks are excavated and saved during site excavation. 7 -Plant prices are refit ctive of being able to use, as specified, bare root plants. Planting of these plants will occur only when co 8-SLI shall be notifle opportunity to co 9 will not be rasp responsible for da 10- Temporary power 11 -Final acceptance Bid ditions permit their success. Within 4 days of intent to back - charge any work. This will give SLi the ct said deficiencies. risible for locating anything not locatable by Locates, Inc. SLI will not be ge to utilities not accurately located by others. nd water will be available to irrigate wetland area at the lime of planting. f wetland (not entire site) constitutes the beginning of the one-year warranty. Landscaping Credit for changes Wetlands planting/Irrigation ion regarding this project. • S 42,841,00 Sincerely, � J Geoff eary Estimator June 30, 2000 � 1IVio-.S MEMORANDUM City of Tukwila TO: Nora Gierloff, Associate Planner Steve Lancaster, DCD Director FROM: Gary Schulz, Urban Environmentalist DATE: July 12, 2000 Review Comments: Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director tol6C4i oY1 on RE: Group Health Cooperative — International Gateway East II Building A Permit D99 -0438. Sensitive Area Mitigation Review I have reviewed this submittal (date — stamped Received 6/5/2000) related the wetland mitigation plan for Phase 1 and 2 of this project. This review is for the building permit for Building A located on the Phase 1 portion of the site. The wetland mitigation for both Phase 1 & 2 sensitive area impacts will occur on the northwest corner of the Phase 1 site. The mitigation site provides more than the standard area for wetland creation at the required replacement ratio of 1.5 to 1.0. I recommend approval of the Wetland Mitigation Plan (Overview Plan Sabey Construction - Group Health Support Facility, Altmann Oliver Assoc. 5/30/2000) based on my review comments. The Plan is very thorough but I have also listed one condition related to design. 1) Total wetland fill for Phase 1 and Phase 2 is 6.216 square feet instead of 4,968 square feet as shown on the Plan. The Plan is providing 11,887 square feet of created wetland (1.9 to 1.0 replacement). 2) The Plan would provide an enhanced wetland buffer, adjacent to new development, for the minimum buffer distance of 15 feet. The enhanced buffer area is 6,101 square feet. 3) The mitigation site would allow preservation of existing wetland (approximately 1,250 square feet). This small area will be enhanced as part of the overall plan. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206. 431.3670 • Fax: 206.431.3665 Group Health Mitigation Memo • July 12, 2000 Page 2 4) The mitigation site is physically separated from the stormwater pond as it will be slightly higher and drain into the pond. However, hydrology for the new wetland will include rooftop runoff. This may be a benefit if the water quality is not detrimental. Wetland monitoring for a 3 -year period will include water quantity and quality. The runoff water will be detained in an underground tank. Adjustment to the inflow rate from the roof top runoff will be possible with the outlet of the tank. 5) In addition to the wetland mitigation, the stormwater pond would be enhanced with native plants to integrate habitat with the wetland mitigation. The enhanced stormwater pond is an area of about 25,000 square feet. 6) A Tree Permit, related to wetland alteration, is required. The applicant has provided tree survey information and tree replacement calculations per the tree regulations (TMC 18.54). It appears that 84 trees will be planted for this requirement This requirement is being provided within the Wetland Mitigation Plan because there will be 185 trees planted in this area. Review Conditions 1) The elevations within the created wetland are critical as they allow water to evenly flow through the wetland. The Plan Specifications recognize the need for accurate survey data. The series of log weirs will control and direct the flow of water moving towards the stormwater pond. It appears that most of the log weirs are notched at the same elevation as the wetland area behind them. If this is the design, there will be no storage or holding of water behind these features and this may affect creation of new wetland. Prior to construction, this design element must be re- evaluated to determine if weir elevations should be higher. Please let me know if there are any questions regarding this review and recommendation. Cc: Brenda Holt, Permit Coordinator 4. •See the T.I.R. dated May 15, 2000 for redline comments. FILE: D99-0438, D99-0439 APPLICANT Group Heal Gateway East II) DATE: Janu , 2000 PLAN REVIEWER: Contact Mike Cusick at (206) 433-0179 if you have any questio regarding the following comments. oi` 1. See redline drawing for plan comments. The reline plan set shall be returned to the City of Tukwila Public Works Department. 2. Provide calculation showing the amount of new impervious surface areas in S 124 St, . S 126 St and 35 Ave S. 3. See the color markup of existing conditions basin map. This mark up shows how the Basins acttin the existing conditions based on the March 31, 2000 wetland study of the site. Please revise your base assumptions to reflect the wetland study and as-built of east-west road S125th Dated 9/13/90. .....' . Ilan tril' Y , i ,,,, .:, ' ..: ' " . iE. ' ' I , . '4a kt. .N.; . 0. .4:. ‘''' , 4 each Revised TIR 1 each Response Letter to City of Tukwila 1 each , Redline Plans 1 each Redline TIR TO: Bob Fadden Seattle, WA 98122 Lance Mueller & Associates SENT VIA: Courier 130 Lakeside. Suite 250 RE: International Gateway East II RECVIVEE JUN -22000 ANCE MUELLER & ASSOr LETTER OF TRANSMITTAL Enclosed are the documents for your resubmittal to the City of Tukwila. cc: Bernie Martell, Sabey Corporation Signed: CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES DATE: June 2. 2000 OUR JOB NO: 7390 4 tAL(.4 i6e)t Dan Balmelli, Barghausen Consulting Engineers, Inc. Karl W. Lundberg, P.E. e Project Engineer 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 FAX www.barghausen.com 7390t.0241KWL\bscil RECEIVED CITY OP TUKWII.A JUN -52000 PERMIT CENTER LANCE MUELLER & ASSOCIATES C H I T E C T9 • A I A May 31,2000 Attn: Bob Benedicto Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 The following is a response to your written comments dated February 2nd to the International Gateway 11, Building `A' Plan review (Application No: 99- 0438): 1. A0.1 `F -2' occupancy has been declared along with `B' (office) occupancy. The use intended, products and processes will be declared at the time of submittal for tenant improvement permitting. (Another architectural firm is doing this work and they have not shared with us the functions or layout of there work) 2. A0.2 & Four hundred and seven stalls are shown of which require 9 handicap stalls. A1.1 3. A2.1 A note has been added to provide quick response sprinkler heads and provide a written fire /life safety emergency evacuation plan in lieu of an area of evacuation assistance 4. A2.1, A2.3 A wall legend has been added to the floor plans indicating the rating of the & A2.4 wall. 5. A2.1 & Stairwells are called out to be 1 -Hr. rated exit enclosure. The door schedule A7.1 calls for 1 -Hr rated door assemblies 6. A4.1 thru All wall sections indicate R19 roof insulation A4.4 7. Lighting Summary is attached 8. A2.3, A2.4 Drinking fountains are shown on the enlarged core plans and elevated on & 3.1 Sheet A3.2 detail `G' 9. A0.2 A note has been added to note that "Bidder Design Mechanical Drawings" shall be provided as a deferred submittal to the City of Tukwila. Sincerely, LANCE MUELLER & ASSOCIATES /ARCHITECTS Roger Carlson Project Architect RC:c encl. Conecli,v Let4er V I TrD9coL,3e RECEIVED CI'T'Y OF TUKWILA JUN - 5 2000 PERMIT CENTER • Engineers Planners Surveyors May 24, 2000 File No. 26 -99- 005- 024 -02 Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review - Final Submittal International Gateway East II — Building A (D99 -0438) Dear Mr. Griffin: We reviewed the proposed project for compliance with the structural provisions of the 1997 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. The applicant has responded successfully to our comments. Enclosed are the drawings, structural calculations, geotechnical report, and correspondence from the engineer for your records. If you have any questions or require any additional clarification, please call. Sincerely, , Inc. / David B. Swanson, P.E., S.E. t Ferron P. Smith, E.I.T. Director, Structural Engineering Group Plan Review Engineer bjr\ 26se\planrevw \tukwila\99\1024r2.doc\fps Enclosures cc: Roger Carlson, Lance Mueller & Associatates Washington Oregon Alaska Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 Reid iddleton Date: May 24, 2000 Enclosures: No. of Copies Plan Set Geotechnical Report Correspondence Structural Calculations 728 134th St SW, Suite 200 Everett, WA 98204 425/741 -3800 (Fax 425/741 -3900) Brenda Holt City of Tukwila 6300 Southcenter Blvd., Suite #100 Tukwila WA, 98188 Project: International gateway East, Phase 1 and 2 File No. 26 -99- 005 - 024 -02 26 -99- 005 - 025 -02 Description From Ferron Smith TRANtEZTTAL 1111E11R0 Action Requested: ❑ None ® For your Records ❑ For your Signature ❑ For your Review and Return ❑ Other: Date Required: Remarks: Enclosed are the approved plan set for Parkway Supercenter Furniture Building. Please call if you have any questions. x;.y.:mn��uoti.ezuua May 21, 2000 Dear Bernard: 07/12/00 WED 09:46 FAX 206 283 -M920 J NM Sabey Corporation 12201 Tukwila International Blvd., 4 Floor Seattle, WA 98168 -5121 Attention: Bernard Martell Subject: Group Health IGE -II Rooftop A/C Unit Noise Study Sabey Corporation This report summarizes my findings regarding the issue of outdoor noise radiation from the rooftop units serving the proposed Group Health project at International Gateway East —II in Tukwila, WA. These findings are based on the 8/19/99 site plan and zoning map that you mailed to me on May 17, 2000, The site is bounded by 35 Avenue S. to the west, S. 124` Street to the north, East Marginal Way S. to the east, and S. 126 Street to the south. This design shows two buildings, each with two McQuay model RP. -105C packaged rooftop units mounted near the center of the roof. Based on this information, the source property and all adjacent properties to the west, north, and east are zoned MIC/L or MIC/H. These are industrial zones as far as the Tukwila noise ordinance is concerned. The property to the south is zoned LDR, which is residential. According to your marked -up site plan, there are six single - family residences directly across S. 126 Street to the south. Your plan also shows the existing grade to decrease in elevation from the west corner of the site to the east corner of the site. The Tukwila Noise Ordinance (Chapter 8.22) restricts noise levels between adjacent industrial properties to no more than 70 dBA (day or night). If the receiving property is zoned residential and the source is on property zoned industrial (as it is along the south property line of this project), noise levels must be less than 60 dBA during the day and 50 dBA at night. Night is defined as extending from 10:00 pm to 7:00 am. Noise data for the McQuay rooftop A/C units were obtained in a fax dated 5/10/00 from John McCallum of the Norby Company, the local representatives for McQuay. The noise data was given in terms of the octave band sound power levels, with an overall A- weighted sound power level of 101 dB (ref. 1 picowatt) for each rooftop unit. C onsulting Services in Sound & Vibration Control Jerry G. Lilly, RE President HCODS TICS,IDC. 3266 NW Village Park Dri∎ e Issaquah. WA 98027 Phone (425) 649.9344 Fav (425) 619-0737 07Al2/00 WED 09:47 FAX 206 24..0920 Group Health IGE -II 05/21/00 Page2of2 The predicted noise levels along the south property line (which is residential on the south side of S. 126 Street) are presented in Chart 1. Noise levels are predicted for each house, with House #1 representing the residence farthest west (closest to 35` Avenue South) and House #6 representing the residence farthest east (closest to East Marginal Way S.). Daytime noise levels are expected to be higher than nighttime noise levels because the cooling loads are reduced at night, and fewer condenser fans (the primary outdoor noise source in these units) will be running during these hours. As you can see from Chart 1, the daytime noise levels are well below the 60 dBA daytime noise ordinance criteria along the entire south property line. At night, all six houses are expected to be at least 1 dBA below the 50 dBA nighttime criteria. Based on these findings, it appears that the proposed equipment will be in full compliance with the Tukwila Noise Ordinance. Consequently, no special noise mitigation is recommended. If you have any questions regarding these findings, do not hesitate to give me a call. Very truly yours, JGL Acoustics, Inc. V J Jerry G. Lilly, P.E. President Member INCE, ASA, NCAC encl. Sabey Corporation 003 , The sound pressure level from each rooftop unit'was independently calculated at each receiver location, then summed logarithmically to determine the total noise level with all four units running simultaneously. This acoustical analysis took into consideration the spectrum of the source, the distance to each rooftop unit, and the acoustic shielding provided by the building roof parapet. Although the mechanical units will be shielded around the perimeter by a visual screen, this analysis did not consider any noise reduction that might result from the presence of the visual screen. The predicted maximum noise level along the west and east property lines with all four units operating is 57 dBA. This is 13 dBA below the 70 dBA permitted by the noise ordinance. The predicted noise level along the north property line is 52 dBA, which is 18 dBA below the noise ordinance limit. 07%12/00 WED 09:47 FAX 206 281 0920 60 55 50 a) a) .ct 11 -J a) 45 a) er. 0 c° 40 35 30 Group Health IGE-II Chart 1. Predicted HVAC Noise at South Property Line 2 Sabey Corporation 3 4 House # • Day G3 Night 5 6 Q004 ■ ''`.‘„'; A 7 7 ..... �... .v.crmei.xYarriitMwlrt•Y.�.tiY'� xSSnfx aw.re.;�wawv NORTHWEST May 12, 2000 REID MIDDLETON 728 134 Street SW Suite 200 Everett, WA 98204 Sincerely, 4. The correct size is now shown. 5. Please refer to supplemental lateral calculation sheet L -36. 7. This correction is now reflected in the revised drawings. ENGINEERS NORTHWEST, INC., P.S. Thomas J. Langton, P.E., S.E. Project Engineer — D - )EcEowE � ti! MAY 1 22000 D ATTN: David Swanson RE: International Gateway East, Phase I and II David: Thank you for forwarding structural plan review comments prepared by Biao Huang, dated January 13, 2000. These comments are respectively addressed as follows: 1. Please review updated drawings. 2. The notes are corrected. 3. The larger footings are required to support additional loads from rooftop mechanical units. An owner revision resulted in shifting the units as shown. The larger footings and columns are now relocated to B -5, C -5, B -7 and C -7. Please note an owner change has resulted in revisions at the entry and relocated mechanical units. All pertinent plans, calculations and sections are clouded for review. TL:jm enclosures -630 -OtLf D REID M1I001.ET&1 99124 0 1� 012 NORTHWEST, INC. P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVENUE N.E. SEATTLE, WA 98115 (206) 525.7560 FAX (206) 522.6698 COPIES DATE NO. DESCRIPTION 2 S - /L"Ou as ev Ie� /G ns • I?ejpa,r e 1 — / i - , J'N Fr /le r ..e 4 - k' / Cc- /c s . MAY 1 22000 I `' Z .. 1 • Va.T.'F. :ry2 %ri ENGINEERS NORTH WEST( c. 6869 WOODLAWN AVENUE N.E.. SUITE 205 SEATTLE, WA 98115 (206) 525.7560 FAX # (206) 522 -6698 TO f E/o /`1 / oc•GETo 72'' /3 J7 SW WZOb v � re 7 WA WE ARE SENDING YOU Attached 0 Under separate cover via ❑ Shop drawings ❑ Prints ❑ Plans 19 COPY TO II enclosures an not is noted, kindly notify us at once. DATE S--/ Z -oO JOB NO, ATTENTION /2I ve .f1✓AhJUn RE: C4 14.49Y ,r9IT. ❑ Copy of letter ❑ Change order ❑ THESE ARE TRANSMITTED as checked below: O For approval ❑ Approved as submitted ❑ Resubmit copies for approval O For your use ❑ Approved as noted ❑ Submit copies for distribution lar As requested 0 Returned for corrections ❑ Return corrected prints O For review and comment ❑ O FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS SIGNED: ❑ Samples the following items: ❑ Specifications - 013111111MINSI ItE11111111111111111 all MAY 1 2 2011 11/1 y May 3, 2000 Bob Fadden Lance Mueller & Associates 130 Lakeside Suite 250 Seattle, WA 98122 City of Tukwila Department of Community Development RE: Group Health Building Permits D99 -0438, D99 -0439 Dear Bob, I expect that you will be resubmitting your permits for buildings A and B now that you have received design review approval. I have a few comments on items that should be addressed in that . submittal: 1. The drawings need to be revised to reflect the BAR approved design. These changes include relocation of the dumpsters and loading docks to the eastern edge of the buildings and revisions to the mechanical unit screening. Any deviations from the approved design could trigger another round of review. 2. Site plan changes include revisions to the stormwater /wetland replacement area in the northwest corner of the site and related modifications to the landscaping and parking. The minimum aisle width for two way traffic is 24', not 23' as shown on the plans. 3. A noise study demonstrating that the HVAC equipment will meet the standards in Tukwila's Noise Ordinance TMC 8.22 must be submitted prior to issuance of building permits per the SEPA determination. Under the General Notes section add a statement that exterior construction activities are limited to daylight hours between 7:00 AM and 7:00 PM per the SEPA determination. you have any questions about these comments please call me. Sincerely, j Nora Gierloff Associate Planner cc: Brenda Holt, Permit Coordinator C: \Nova's Files \Group Health \BAR revisions.doc • Steven M. Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite tt100 • Tukwila, Washington 98188 • Phone: 206.431.3670 • Fax: 206.431.3665 04/'06/00 .1 :23 FAX • Fax To: Brian Shelton, P.E. Of: City of Tukwila Fax: (206) 431 -3665 Phone: (206) 433 -0179 Subject: 3 Updated Memorandum for Mitigation Costs and Neighborhood Impacts k- and LOS calculations No. of Pages (Incl. Cover): 7 ® For Your Information 111 FFtll,' 1itt: d 'n3aAiibtty�.�Yfs�Y7"4tiCd'c`f3 AI2 Items Transmitted / Message: Brian- Thanks, Marc ENTR�ANC0 • ( ENTRANCO . 11111 . 1° . a Date: 04/06/00 From: Marc Mizuta Project Name: GHC Office 2 Project Number: 99181 -61 cc: Raid Tirhi Original to Follow: ❑ Yes ® No ❑ For Review ❑ Please Reply 10900 NE 8th Street, Suite 300 ' Bellevue, Washington 98004 Phone (425) 454 - 5600 Fax (425) 454.0220 • www.cntranco,gnrn Per your request, attached is the updated memorandum that will replace the mitigation section in the traffic study that was submitted on March 22, 2000. We have changed the memo to reflect Raid's revised section on the Traffic Monitoring Program. Furthermore, attached is the LOS calculations at the E Marginal Way S/Pacific Highway S/S Beoing Access Rd intersection. We changed the phasings and left everything else the same. Please call me at (425) 974 -8121 if you have any questions. la 001/007 The Information In this Fax Is confidential and proprietary and Is Intended only for the Individual(s) or entity(les) named on the cover sheet. I ou ere not the Intended recipient(s), disclosure, copying, distribution, or usa of this Information le prohibited. If you do not r e all of the papas or have received this transmittal In error, please notify us Immediately at the number above, A•07 (Rev, 12)99) 04/06/00 16:24 F MEMORANDUM Date: April 6, 2000 1 ENTRANCO ENG. To: Brian Shelton, P.E. City of Tukwila From: Marc Mlzuta Torsten Lienau, P.E., P.T.O.E. Entranco Subject: Updated Group Health Parking Garage and Development Mitigation Fees and Neighbor Entranco Project No. 99181 - 61 This memorandum is an addendum to the Group Health Garage and International Gateway East Development Tra and reeIaces the mitigation section on pages 31 to 33. The completion of the GHC Parking Garage and Intematio will impact the following projects: MIKAWY101MImsm00/mahul033l.10X (OM V00) Imp ternational Gateway East od impacts perative (GHC) Parking ' Study, dated March 22, 2000 al Gateway East Development • New Traffic signal at East Marginal Way South/So 112th Street • ew Traffic signal at East Marginal Way South /Sou 130th Street • ew Traffic signal at South 133rd Street/SR 599 On & Off Ramps • East Marginal Way South widening between Boeing Access Road and South 115th Street • I South 124th Street/GHC Main Entrance driveway realignment and signalization For all of the projects mentioned above, It was determined that the a.m. peak hour produced the greatest amount of project trips from both developments. Therefore, mitigation costs were associated with a.m. peak hour project volumes as a worst -case scenario. Costs associated with each project have been separated for the GHC Parking Garage and International Gateway East Development. The GHC facility was previously occupied by other tenants, who had participated in traffic impact fees when they occupied the building. The previous tenants of the GHC facility paid impact fees for 395 a.m. peak hour trips and 377 p.m. peak hour trips. The GHC facility would be responsible for the current traffic impact fees of the City of Tukwila for trips over the vested trips covered by the previous tenant. Because no documentation could be provided by the GHC facility regarding the use of a Commute Trip Reduction (CTR) program and/or the continued use of thls program after the garage is constructed, the City requested that 800 employees be used for the Impact fee calculations for the existing GHC facility, instead of 650 employees which was r +v _3002/007 �ttiraskm sew ' .04/06/00 16:241 FAX IAA c r,:.�i . �; rWxrnhx:.- d,.W.,v�i.wi,..wrn... ._. ..., �u......,...,.....,.„•,.•.., Mm:. w,.. r. �....,„.. �.... en...... M..,,. �.,.. a.........., .,,.,..�ww•v�..o.. «n -� - : ENTRANCO ENG. •doc ted in the. March 22, 2000 traffic study. The reasoning is that the City has no gua a (through a documented CTR program) that the 2 shifts and flex schedules curr used at the GHC facility will continue in the future. The use of 800 employees resu a slightly higher trip generation rate for the GHC Parking Garage development. It sh also be noted that the 800 employees are used for calculating traffic impact fees • only Ne Traffic Signal at East Marginal Way South/South 112th Street Sign.' warrants were satisfied in 2000 without the projects, as well as 2000 with the pr g jects. In addition, the LOS in 2010 with project trips during the a.m. and p.m. peak hours was LOS F. Because the signal is warranted without the protects, the City only requires the developer to pay a proportionate share toward the total cost of the improvement (approximately $200,000) rather than paying for the entire signal installation. Project trips from each development were divided by the difference between 1999/ existing modified a.m. peak hour volumes (1,104) and 2010 a.m. peak hour volum s (1,971 trips) to determine the percentage each project pays toward this signal. Th • International Gateway East development produced 28.5 percent of the trips through this intersection while the GHC Parking Garage produced 7.3 percent of the trips through this intersection. • International Gateway East — $57,057 (247 trips) • GHC Parking Garage - S14,553 (63 trips) New Traffic Signal at East Marginal Way South /South 130th Street A signal warrant analysis in 2000 and 2010 with project trips did not warrant the installation of a signal. However, the LOS at this intersection during the p.m. peak hour will be LOS F in 2010 with the project trips. For this reason, the City has requested that a signal be installed at this intersection. The two developments will be responsible for installing a signal at this intersection. Each development will pay a percentage of the total cost based on the number of trips each project sends through this intersection. • International Gateway East — 79 percent of total project costs (247 trips) • GHC Parking Garage — 21 percent of total project costs (65 trips) New Traffic Signal at South 133rd Street/SR 599 On & Off Ramps This project Is on the City of Tukwila's TIP list and has a cost of $81 /trip. • International Gateway East — $8,910 (110 trips) • GHC Parking Garage — $2,349 (29 trips) East Marginal Way South Widening between Boeing Access Road and South 115th Street The International Gateway East and GHC Parking Garage both impact this City TIP project. According to the City of Tukwila, this project has been updated from the original TIP list and the widening of East Marginal Way South extends from Boeing Access Road to South 115th Street. The City has determined that the impact fee associated with this w .tmMn00/mah.b33 doe (OY3I10O) Imp 2 003/007 00,0-. 1,0 ote ' 04/06/00 16:25 FAX ... r........... ��...... u.... w. w.. n.—.+.+. u.. w... r. w... wVnn. efwnitic•, r. �w�r ..wnM+.�'fwnh14.:4:..Y.s.tJrv] +y M. emxatr..+K1r 11hetNM+taN+ err. xwm. rru. �r. w..—. w�r. ruw ..✓�..r�errwww.nwa�rt�rn�+N...._ ENTRANDO ENG. 004/007 project,is $613 /trip and has requested that 804 employees be used to calculate the mitigation costs for this project. • • International Gateway East - $148,959 243 Y � • GHC Parking Garage - $39,845 (65 trips) South 124th Street/GHC Main Entrance Driveway Realignment and Signalization A peak -hour signal warrant analysis in 2010 with project trips was conducted at the East Marginal Way South /GHC Main Entrance Driveway intersection. Results indicated that a traffic signal is warranted at this intersection. A pea k -hour signal warrant analysis in 2010 with project trips was also conducted at the East Marginal Way South/South 124th Street intersection. Results did not warrant a traffic signal.' However, potential developments within the vicinity could warrant a signal at this interjection in the future. A signal at both of these locations would not be recommended and you'd not be practical because these intersections are too closely spaced; the intersectiors of South 124th Street and GHC Main Entrance Driveway with East Marginal Way Sopth are approximately 150 feet offset from each other. Therefore, the City has requested /hat South 124th Street and the GHC Main Entrance Driveway be reconstructed so that thy are directly across from each other. This signal would benefit trips entering and exiting the International Gateway East development because queues could potentially block the East Marginal Way South /South 124th Street intersection If the streets were not re- ared. At this time, no costs are associated with this project. However, each project will pay a percentage of the total cost based on the number of rips each project sends through this intersection. • International Gateway East - 56 percent of t t al project costs (274 trips) • GHC Parking Garage — 44 percent of total project costs (214 trips) Summary of Mitigation Costs w: prol uaW91e1Ammom0olm3M0331.0oc (03!31/00) Imp • International Gateway East GHC Parking Garage Project Cost/ 1 Project Cost/ Project Trips Trip Total Cost Trips Trip Total Cost E Marginal Way S/S 112th Street Signal 247 $231 $57,07 63 $231 $14,553 E Marginal Way S/S 130th Street Signal 247 � �/dot 85 % of 4 I(p(� 1 �' total �e� CO I total st 4%41 I S 133rd St/SR 599 On & Off Ramps 110 $81 $8,90 29 581 52,349 Signal I E Marginal Way S (Boeing Access Road 243 5613 5148,959 65 5613 539,845 — 115th Street) 112 S 124th St/GHC Main Entrance 274 qty % 214 % of B7740 Driveway Rechannelization and Signal '' tot ost tota ost Total Impact Fees S 3 -485 593 1 ;3c,(747 Is (b - 04/06/00 16:25 FAX VI • • iJs; ,i7Y,i, ?r ?tA'S57SZ;:et•' „ qt; x uii: - 4` 3 1 w.prolaau991 i1A•tmom001m6nolDSI l.doo (otialAO) Imp ENTRANCO ENG. 1 1 In addition to the mitigations that were mentioned above, we would also recommend constructing the three left-turn lanes that are recommended along East Marginal Way South or providing a two -way left-turn lane along East Marginal Way South beginning north of South 124th Street and ending south of the south entrance to the International Gateway East Development. With either of these mitigation measures, on- street parking • on East Marginal Way South (along frontage of both developments) and South 124th Street (north of International Gateway East Development) should be eliminated and no {0 parking signs should be Installed in . these areas. The developer would proede street frontage improvements along the public street frontage where improvements are not in r •' g place, such as on EastiMarginal Way South, South 124th Street, and South 126th Street. • a>� • Further investigation op parking restrictions along South 126th Street (south of International Gateway ast Development) will be conducted by the City of Tukwila. When 7.15 S - the parking restrictions ave been determined, the developer will provide the parking � - tItig signs, which would minimize the impacts of on- street parking in the neighborhood. Parking on other neighborhood streets would be mitigated by the Neighborhood Traffic 3 Management Program. Neighborhood Traffic Management Program s For SEPA transportation mitigation purposes, the City of Tukwila has conditioned the property owners of parcel numbers (734560 -0490, 734560 -0430, 734560 -0385, 734560- 0580) to sign a developer agreement to establish and provide a neighborhood traffic monitoring program. The program is to assure that traffic impacts related to the development arising in the residential neighborhoods will be addressed and resolved. If deemed necessary, the property owners of the proposed development will�rovide traffic calming devices and improvements that are approved by the city engineer : To determine if and when appropriate traffic calming devices are needed, the program shall monitor and analyze the following criteria: • License plate and directional daily traffic counts • Accident history analysis • Speed study • Review of neighborhood complaints • Perform public meetings to compile and understand complaints and propose solutions • S 126th Street — west of E Marginal Way S • S 128th Street — east and west of E Marginal Way S • S 130t Street — east and west of E Marginal Way S • 40th Ave S — South of S 130th Street 4 The data mentioned above need to be collected at the following four locations: The Neighborhood Traffic Monitoring Program will be done on an annual basis or as directed by the city engineer depending on the type and number of complaints received. The program will commence one year from the issuance of certificate of occupancy of the first building and continue for a period of up to five years thereafter or as directed by the city engineer. l005/007 MTM;2010wpam.for (1)• GRC Tukwila office 2 99181 -60 E Marginal ay S /Pacific Highway •9 /9'Boeing Access Rd 2010 Vol w /project trips -,A1[ Peak Hour SIGNAL97 /TEAPACCVer 1.01] - .Display of Intersection Parameters 638 24.0 201 . 24.0 2 ENTRANCO ENG:_ -_- 006/007 0 408 393 .Phasing: SEQUENCE 24 0.0 24.0 12.0 PERNSV . N N N 0 2 1 OVERLP Y Y Y Y LEADLAG LD LD ■= o- -- 03/30/00 17:11 :09 64/06/00 16:26 FAX �. w' ax'., sk' u>':'. n :- .E „r.,....i2:'t.'1:YG %L.;iu :vt;:xw, y't- �'.1fi.;lin'U :`, ';: t` f?"•.': ktr ..tc ?'�;tu'�:�.�:,•::�KUrx= = _ MTM 2010wpam.for (1) GHC Tukwila Office 2 99181 -60 E Marginal Way S /Paci,fic Highway 9/S Boeing Access Rd 2010 Volumes w /project tripe - AID Peak Hour 'SIGNAL97 /TEAIAC[Ver 1.01] - •Capacity.Analysis Summary Intersection Averages: jl Degree of Saturation (v /c) 0.83 Vehicle Delay 74.8 Gq 24 Phase 1 Phase 2 Phase 3 Phase 4 * * / ** 1 \ North BB Approach RT TH LT 1 RT TH G /Cm0.122 Gm 14.7" Y +R- 5.0" OFF= 0.0% C=120 stec G /C=0..14 G= 13.6" Y +Rm 5:0* OFF= 16.49 1 24/2 10.387 0.290 10.114 1 + <+ A * * ** + + ++ v G/C =0.418 Go 50.2• Y+R= 5.0" OFF =31.99 ENTRANCO ENG. +> < + + ++ G /C=0.179 G= 21.5" Y +R- 5.0" OPF=77.9% • 007 /001 03/30/00 17:11 :02 Level of Service E G -100.0 sec - 83.39 Y=20.0 sec = 16.79 Ped= 0.0 sec - 0.09 Lane Group I Width Regd /C Used I OC OE v/c Delay S I 32.4 C = =ti -== = = = = ==--- ===== = == = - -- - == =T. i=a- COO = =G=OO-Or . == = ==a-- = = == = = = = =a-- = == = = = =- -= 242 0.270 0.738 2051 2055 223 0.109 A 49 ft 12/1 0.296 0.278 177 512 252 0.487 D+ 307 ft 24/2 0.267 0.122 1 391 254 0.606 *D 188 ft 4.5 36.9 52.4 NB Approach 76.9 E q = = G- -- - - == - -- -- - - -= == === == - e e = = = G ao - -mt7q = = = _ ___ - - == == == = ati- -= = = = _ = = == -= = 821 1 374 1 453 10.481 1.124 136.2 1 *F 1 339 ftI WB Approach 96.5 F = ==== == = = = = =__ == ====0 =C = = == == === == = = =G =G-- -== == 1 LT 1 12/1 10.313 0.531 10.179 0.418 1 571 1 740 1 833 10.984 1.126 1 108.3 1 *F 1 817 ft1 EB Approach 73.1 E ===========================m================ ====== ====== - -OSf= 1 LT+AT1 24/2 10.327 0.344 10.179 0.418 1 1183 1 1436 1 791 11.125 0.551 1 124.4 26.8 l*F C+1 388 ft February 7, 2000 Roger Carlson 130 Lakeside, Suite 250 Seattle, WA 98122 Dear Mr. Carlson: Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D99 -0438 City of Tukwila Steven M.- Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D99 -0438 International. Gateway East II - Building `A' 12401 East Marginal Way South 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 same time and reflected on your drawings. I have enclosed comments from the Building Division, Planning Division and Public Works Department. At this time, the Fire Department has 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 convertience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messeneer service. If you have any questions, please contact me at (206)431 -3672. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206.431.3665 ekQ"117P.4GSG:'eSf 4rYi? :Y:W.. BUILDING DIVISION REVIEW Tukwila Building Division 6300 Southcenter Blvd. Tukwila, WA 98188 206 / 431 -3670 Date: February 2, 2000 Project Name: International Gateway East II, Bldg. A 4. Provide a schedule that will identify and correspond to the wall types that are keyed on the plans. 5. If the stairwells are developed to accommodate exiting requirements for future tenant improvements, detail or otherwise note the required fire rating of the stair enclosures and the appropriate fire rating of the doors which provide access to the stair wells. 6. The installation of thermal insulation at the roof is noted as R -19, R -23 and R -30. For the purposes of field inspections, please clarify which will be used. 7. Show compliance with the lighting and controls requirements of the Washington State Nonresidential Energy Code. 8. Provide at least one drinking fountain. Re: UBC 2903.4.1 & 1105.4.1. 9. The building must provide ventilation in accordance with the Washington State Indoor Air Quality Code. Mechanical systems are required to comply with Chapter 14 of the Washington State Nonresidential Energy Code. Show compliance on the plans. Note: If this is a "bidder designed" system list it under deferred submittals and state the requirements of UBC 106.3.4.2. • Page 1 Steven M: Mullet, Mayor Steve Lancaster, Director January 14, 2000 Roger Carlson 130 Lakeside, Suite 250 Seattle, WA 98122 RE: Preliminary Review Comments ■ International Gateway East II - Building A (D99- 0438), Building B (D99 -0439) Dear Mr. Carlson: The Tukwila Planning Division and Public Works Department have completed their review of the application materials you submitted on December 16, 1999. The attached comments and/or corrections must be addressed before we can recommend approval of your permit(s). Please be aware that you will probably receive comments and/or corrections from other City departments, as well. When you re- submit your corrected plans to the Permit Center for further review, your re- submittal must respond to the comments of all City departments at the same time. You will know when you have received the comments of all departments involved with your project, when you receive a "Correction Letter" from the City's Permit Coordinator. The Permit Center cannot accept your re- submittal until after you have received the Correction Letter reflecting all departmental comments and/or corrections. In the meantime, if you have questions regarding the attached Planning Division comments and/or corrections, please contact Nora Gierloff, Associate Planner, at (206)431 -3141 or the attached Public Works Department comments and/or corrections, please contact Mike Cusick, Associate Engineer, at (206)433 -0179. If you have other questions regarding the status of your permit application, please contact the Permit Center at (206)431 -3670. Sincerely Brenda Holt Permit Coordinator encl City of Tukwila Department of Community Development Xc: Nora Gierloff, Associate Planner Mike Cusick, Associate Engineer File No. D99 -0438, D99 -0439 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 PUBLIC WORKS DEPARTMENT COMMENTS . DATE: January 10, 2000 PROJECT: Group Health (International Gateway East 11) PERMIT NO. D99 -0438, D99 -0439 PLAN REVIEWER: Contact Mike Cusick at (206) 433 -0179 if you have questions regarding the following comments. 1. The sanitary sewer plans need to be reviewed by the Val -Vue Sewer District. 2. The water plans need to be reviewed by Water District 125. `. 3. See redline drawings for plan comments. The redlined plan set shall be returned to the City Of Tukwila Public Works Department. 4. The storm drainage calculations in T.I.R. need to match the data on the plan sheets. 5. Please provide calculations for off site storm drainage in the R.O.W. 6. Public storm water from R.O.W. cannot be combined with on-site storm water There needs to be two separate storm drain systems. 7. Section 3 of the T.1.R. Refe the 1991 King County Surface Water Design Manual (KCSWDAri). This edition of the manual cannot be used for any portion of this project. • 8. Please show all invert elevations and pipe sizes for the existing storm drainage system for the on -site improvements and adjacent off -site streets. 9. The basin areas for existing conditions area to equal the basin area for the proposed conditions. 10. A separate T.I.R for proposed`parking garage on the east side of East Marginal Way South will be required by the City Of Tukwila Public Works Department. • 11. The City Of Tukwila does not allow the use of corrugated metal pipe in the R.O.W. The existing 15" corrugated metal pipe near South 124 Street needs to be replaced with a new N -12 or concrete pipe located in the R.O.W. marc,rarrr� • 13. Provide section for access road to detention/wet pond. 12. Use commercial driveway detail RS -9 for entrances to South 124 Street and East Marginal Way South. Storm water from driveway cannot enter R.O.W. as shown at the driveway on South 124 Street. (Sheet C2 of 7) 14. The access road to the detention/wet pond shall be 15' wide in curves and must extend to the bottom of the wet pond if the bottom surface area is greater than 1500 square feet, per the King County Manual. 15. Provide access road to the second cell of the wet pond. 16. Provide emergency overflow spillway for detention/wet pond 17. What happened to the cul-de -sac on 35* Ave South? ;i 18. On sheet R2 of 6, a proposed storm drain line in South 124 Street is shown on top of the existing gas line. Is the gas line going to be relocated? '19. The T.I.R. and plans shall address ground water entering the wet pond during winter months of the year. 20. Section 2 of the T.I.R. preliminary conditions summary states that 2.76 AC ± is paved. Section 4 on the basin assumption worksheet states existing impervious area is 2.93 AC. Which one is correct. 21. Section 2 of the T.I.R. preliminary conditions summary states that the runoff from_ the existing Group Parking area is collected in an existing detention basin - located at the northwest corner of the site. Data on the base survey map shows no direct connection from the existing storm drain pipe system to the detention basin. Which one is correct. • 22. Section 2.of the T.I.R. .preliminary condition summary states that the area of the existing wetlands is approximately 0.35. In Section 4 on the basin assumption worksheet the area of the existing wetlands is 0.08AC. Which one is correct. 24. The existing ground cover•of the site should be pasture for the basin assumption worksheet. 25. Please return redline markup to Tukwila Public Works Department.. 23. What happens to the storm water runoff at the southeast corner of the site on South 126' that is not tributary to•existing wetlands in the existing conditions. PLANNING DIVISION COMMENTS DATE December 28, 1999 PROJECT NAME: Group Health Building A PLAN CHECK NO.::. D99 -0438 Plan Reviewer: Contact Nora Gierloff at (206) 431 -3670 if you have any questions regarding the following comments. The project has not received a SEPA Determination or had its hearing before the Board of Architectural Review. Though you have the right to submit for building permits they cannot be issued until you have those approvals. Any work done prior to those approvals is at your own risk as conditions may be imposed that affect the building or site design. The minimum aisle width for perpendicular parking with two -way traffic is 24 feet, not the 23 feet shown in some places on the site plan. C:Wora's Files \Group Health\Building Permit Comments.doc • • December 28, 1999 Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 • Dear Mr. Swanson: Sincerely, encl Brenda Holt, Permit Coordinator xc: Permit File No. D99-0438 City of Tukwila John W; Rants, hfayor Department of Community Development Steve Lancaster, Director RE: Structural Review International Gateway East II — Building 'A' (D99-0438) • Please review the enclosed plans and documents for structural compliance with the 1997 Uniform Building Code. If you should have any questions, please feel free to contact me at (206)431-3672. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Far (206) 431-3665 ' , • • • ' : •••'! • ■): • •. ;1 • • : , i•' • c•• December 28, 1999 Roger Carlson 130 Lakeside, Suite 250 Seattle, WA 98122 RE: Letter of Complete Application Development Permit Application Number D99-0438 International Gateway East II — Building 'A' 12401 East Marginal Wy S Dear Mr. Carlson: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on December 16, 1999, was reviewed at the December 21, 1999, plan review meeting: Your application has now been determined to be complete. Your permit has begun the plan review process, you will be notified of any required corrections or when your plan is approved. If you have any questions, please contact me at the City of Tukwila Permit Center at (206)431-3672. Sincerely, Brenda Holt Permit Coordinator File: D99-0438 City of Tukwila John W Rants, Mayor Department of Community Development Steve Lancastet; Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 ::a�, •;i.ren ^' r,i ^' e 'xt ": . �. J j,,n,y cr �ntt wiMlf4'P tiNi;J iL :nir':tkrrs' Ifa „ '�''�"i'", ' f4...,... ... .. .. ............v.nr....i:�atr, nax: r..l.�.:.t.J r M �in7n�..�l, a�.,. \y..f, r`t�.; .sr+....:� eX:; PERMIT PLAN REVIEW /Ruti ING SLIP ACTIVITY NUMBER: D99 - 0438 DATE: 12 - - 2000 PROJECT NAME: GROUP HEALTH BLDG A/B SITE ADDRESS: 12401 E MARGINAL WY S SUITE NO: Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 XX Revision # 2 After, Permit Is Issued DEPARTMENTS: Building Division LJ Fire Prevention Public Works . af 12.13 Approved VYIN srn l DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n ✓ " Incomplete Approved with Conditions APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Structural n Planning Division Permit Coordinator DUE DATE: 12- 12-2000 Not Applicable n Comments: TUES /THURS ROUTI G: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 1- 9-2000 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: :'YLLfrih`.Y ?a�'.3 -V f.1;,'l5:s i� :3..�i.9 J. kr tU . &'! 1;" 4' 3 , , to !'kiaf?,i,.h ?i�.`:t. }�Sl.r }t.. w,`ib • .. PLAN KEVMITOTING SLIP ACTIVITY NUMBER: D99 -0438 DATE: 10 -26 -2000 PROJECT NAME: GROUP HEALTH -BLDG. A SITE ADDRESS: 12401 E MARGINAL WY S SUITE NO Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 2 After Permit Is Issued DEPARTMENTS: Building Division Aux. it.1.Ob P Works - WAWA 1f -oo Complete Please Route Approved V10401111 INN' Yry MIS Fire Prevention 1 t - 10. 3).00 Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: TUES /THURS ROUTING: REVIEWER'S INITIALS: r " woe_ Structural Review Required APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: DATE: Approved with Conditions n Not Approved (attach comments) DATE: 1 L'lAi2 D 1 12. - ' - Planning Division Permit Coordinator DUE DATE: 10 -31 -2000 Not Applicable n No further Review Required DUE DATE 11 -28 -2000 CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DEPARTMENTS: B uilding Division P A b b a Works 0.. v PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Incomplete n n . - M. «:w.1:.T ��;' t %,� *Y;m�SU 4t 1�"Y! '!aA'4L. �!' Y _ y UM+ k'. . e. + rte+? •��'+. v'�t� -�w �� �1' �'"y�'Ye'�:�',','; .. p• ,) fit'+ Liz: rt v.�'`'i r ^: ��-'r • I d r t 3+. t ,z . L: ='i i g �. t� fi"'�; �. ;'`i �:�.:.�t`�� fir., . t�,fM t tom' tl� L•fi� � . ,� 1, . .. t ,�_y.�1 �Y „ ...LUy:;¢S;e4;: ;' e4: F�` 4( l4n ,c�'^: >,.4 e?x.., i. L:. �. n. JLai•:-' LO�._ tr.. h,. ��...., ��.;.;+: 1 1 nr... �_ �._. n!. T- SJ. tr.' I. t. �: Inkfe ?T�..:�•.r: l {tl',..(,�r h.Yi.:,� hLk.U .:nnlr wh L w .. .. .. ACTIVITY NUMBER: D99 -0438 DATE: 8 -28 -2000 PROJECT NAME INTERNATIONAL GATEWAY E (GROUP HLTH) SITE ADDRESS: 12401' E MARGINAL WY S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit Is Issued Planning Division Permit Coordinator DUE DATE: 8-29-2000 Not Applicable n Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved U Structural Review Required n REVIEWER'S INITIALS: No further Review Required n DATE: DUE DATE 9 -26 -2000 Approved with Conditions Not Approved (attach comments) n DATE: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Y /MO)(111.1HW VT) Complete Comments: DEPARTMENTS: ing • /rUw ? 12-+ 114311 s W rks PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D99 -0438 DATE 6 -5 -2000 PROJECT NAME: INTERNATIONAL GATEWAY EAST II -BLDG 'A' SITE ADDRESS: 12401 EAST MARGINAL WAY S SUITE # Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued Fire Prevention Structural DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) Incomplete n n TUES /THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: Mf C' CORRECTION DETERMINATION: Approved Approved with Conditions n REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 Das& c_?vi4-212-N7 DUE DATE: 6-6 -2000 Permit Coordinator Not Applicable No further Review Required DATE: DUE DATE: 7 -4 -2000 n Not Approved (attach comments) DATE: (Co' — CO DUE DATE Not Approved (attach comments) n DATE: vs.5. - ,1 c3Y .y, ^'h .,at•`LY;'s.a 'e,.l,« r�;`t "-pr �3S;'.{,• °� y^'C^�wYr." ?a �.�F7:r.�Y?i."v:KCSt y�t y.�•a .. jt'C *x .".Rt :»�y..,A^: y4 t' N. irt........l l,.. kt�v-. �. 1•. S.. P.../ h. n. Y........• �'+ t: A�;. 4' Y;: t[... �'k,.....�')."�.,�.+.,Y�x� DEPARTMENTS: B il II � Z -Od im ng Fi e Works- Fire .Prevention III A'W Stn 1- 5 - 2eoa �t ural ICY mss- S- DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ TUES /THURS ROUTING: Please Route -7 Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) dm62-&4-ibi 154-fr 41 width' -1-00 REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Approved with Conditions \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP TY NUMBER: D99 -0438 DATE: 12 -16 -99 'PROJECT NAME: INTERNATIONAL GATEWAY EAST II BLDG "A" XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # _ After Permit Is Issued Aier Planning Division Permit Coordinator • DUE DATE: 12 -21 -1999 Not Applicable n Comments: No further Review Required n DATE: DUE DATE 1-18-2000 Approved 1 1 Approved with Conditions Not Ap ved (attach comments) DATE: DUE DATE Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Revision • No.. Date Received Staff Initials Date Issued • - - Staff Initials 6 -2$-co I 5 -31 -00 __— Summary of Revision: . / 'Seel SIDern ci nacvJe S S lm PC1r et'a Carves br Pcxr- k x�' ►ssue . Received By: u Revision No. Date Received Staff Initials Date Issued Staff Initials ., I 12 -11 -CO 1 Ora Summary of Revision: Summary of Revision: (2.e j sect rir1v voa Ia be.15, - O I - c (ud e w I d--h I 5tu,-h' or, and JI Stand d 1 I no rn andr� oved 17,011 and Mains ID a1iAn with diiivel u. Received By: rZoG ( ' l C_S6w Revision No. • • Date - Received Staff Initials Date Issued Staff Initials Summary of Revision: • Received By: Revision No. I Date . Received I Staff Initials Date Issued Staff Initials Summary of Revision: Received By: Revision No. Date Received Staff Initials Date • Issued Staff Initials Summary of Revision: • Received By: . (please print) (please print) (please print) please print) PROJECT NAME: il...' . A/8 PERMI'L,. q - 0438 Id)/ .- S -- Original Issue Date: . "7-2.1-00 Site Address: 12,401 E to REVISION LOG eit It (0 sT 4 +eir r1c3 1. I (please print) . - v-we are- ^Tu r r%w c: � 1uS . ev -} Siz�►r' shaf-�S 4 Sp r tnK -tear tser' City of Tukwila Date: 12/8/00 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, eta ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ® Revision # 2 after Permit is Issued Project Name: Group Health Building A/B Project Address: 12401 East Marginal Way South Contact Person: Karl Lundberg Sheet Number(s): C3 , R4 , R5 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on 4�� l John W. Rants, Mayor Plan Check/PermitNumber: 099 -0438 Summary of Revision: Revised driveway labels to include width,_station and standard detail number and moved bollard and chains to align with driveway. RECEIVED DEC 0 8 2000 TUKWILA PUBLIC WORKS Phone Number: (425) 251 -6222 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, WashlnRton 98188 • 1206) 431-3670 • Fax (2061 431 3665 w,.w Jv.uM:u..W C :t ratc 1 : i %.:*W: e-AtiYttew"X6'L' I OTC *+lC +h':'tii.nt*. ^ .'uil „ sarybWt n' r<• wr .«rr.�«.»....�..._�___�:...___. City of Tukwila Department of Community Development Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: IO/2Cr An d Plan Check/Permit Number: /2 ? 4 — C3 4- ?Sr Response to Incomplete Letter # Response to Correction Letter # Revision # Z- after Permit is Issued Project Name: Project Address: Contact Person: l�oaeoc � dt.CSo.✓ John W. Rants, Mayor Steve Lancaster, Director RECE TUKWILA CITY OF OCT 2 6 2000 PERMIT CENTER /&r n.Hi4r, QIITS wiffV EAST 1 ” / U9G A 12u01 F M \J S Phone Number(20 CO 3 2 � 2 c‘? Lldr/t6 /'lttJ�L -t_� AtcGaG Summary of Revision: Ken/ se t? riga rig 7kVC k 2119n. A cc ess 4 F S 2 CoT 1 /N l eL ivtit rt -6 rUit v /w 4 rv /2 &(s, (3 Nor STl9/r1. '/J14 Tc" q S /i ° L / KLErL /g l Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on ' Q` 06/29/99 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 City of Tukwila ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Er Revision # 1 after Permit is Issued Project Name: P'Gv 1-Zen19 John W Rants, Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted m person at the Permit Center. Revisions will not be accepted through the mail, fax, eta Date: f'f2 G l 'zU"`' Plan Check/Permit Number:/ ^ 0 s RECEIVED CITY OF TUKWILA AUG 2 8 2000 PERMIT CENTER Project Address: / X eivr ( 1.1 /WC (-ti"— ( - 49 d- Contact Person: r- L vNi3G G Phone Number: 415 Z--s./ - CZ 2- "1— S Tu Summary of Revision: ,e(5 the, 5re2M 4 -r. i, - f _ Sheet Number(s): 40 .e ' V , f.� "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Eir Entered in Sierra on 8 '2 O - CO 06/29/99 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • (206) 4.313670 • Fax (206) 4313665 \c„. 5i4 5.,�t �3 ,t�L .a; ; iStaki.kg `,. :it.i 21, - 4tM..7Z,s; .?11 =. rW�'"i'ri ntrerus.', ,' ,.'•ti1,:,4'7?1 k3 r.<{' +"".'` Date: ta ▪ Response to Incomplete Letter # ® Response to Correction Letter # I EJ Revision # after Permit is Issued Contact Person: Roger Carlson Summary of Revision: ATT4C VI City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 t. Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D99-0438 Project Name: INTERNATIONAL GATEWAY EAST II — BLDG `A' Project Address: 12401 East Marginal Way South Phone Number: (2o6) 3 -2-r- 2 r r? AECE CITY OP u JUN -- 5 2000 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of r visi Received at the City of Tukwila Permit Center by: La - Entered in Sierra on — 5 -'.20(9 o 02/07/00 Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtubs and/or shower 4 = •- 2' Dental units or lavatory 1 1 Dishwasher 4 2 Drinking fountain (each head) 1 1 ¢ 4 Hose bibb or sill cock 5 3 Z G Laundry tub or clotheswasher 4 2 Sink, bar or lavatory 2 1 12 1 Z- Sink, clinic, flushing 10 10 Sink, kitchen 4 2 Sink, other 4 2 2 4. Sink wash, circle spray 4 4 ' Urinal, flush tank 3 3 Urinal, pedestal 10 10 Urinal, wall or stall 5 5 4. 2_0 Water closet tank 5 3 Water closet, flush valve 10 6 17._ 7 2. KING COUNTY Non- R:,idential Sewer Use Certi ication (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 684 -1740. ,SAS; 66 es (Please print or type) Owner's Name SA-6 G V Ga Sn. tcin * v Property Tax ID # 7 3 4 S G 0 " d' 4'a 0 4 3 6 (Last, First, Middle Initial) 1 Property Legal Address: ' 2 re) I r - . , �, Ct iv 4. L a * - Buildin Name (if applicable) Subdivision Name (�- Lot # Party to be Billed (if different from owner) Subdiv. # Block # Party's Mailing Address: (if different from property address) Property Street Address / p/ Art—can r T 40r W City, State, Zip S f7 u/ A* ggl t! 9 Owner's Phone Number (Z0 f.) 2 ( 4. ZC 0 Owner's Mailing Address: (if different from above) A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Total Fixture Units Residential Customer Equivalents (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 1058 (Rev. 11/98) 20 rF : or Inp:Cqunty : ,fyse;, ' ° r c i ;1t , , r {'. 71,.tt f 4iR .:. :?. z' ' d . s� s q . Mart ill F ate '. r si?�7yttn: Due RCE White – King County Il or Property Contact Phone # (20 4) 2 § — 9. 20 0 City or Sewer District i/A L Vu It Siralgiou OtST_ Date of Connection Side Sewer Permit # B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility/Process: N. we' Estimated Wastewater Discharge: 1 Gallons/day Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gaVday) C. Total Residential Customer Equivalents: (add A & B) A B 187 5". q RCE 6 I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. . Signature of Owner/ Representative Print Name of Owner/ Representative <be Esn 0 -- 1 1ALC 4 P %s Date 17- 46 /t Yellow – Local Sewer Agency Pink – Sewer Customer RCE Reid iddleton January 13, 2000 File No. 26 -99- 005- 024 -01 Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review - First Submittal International Gateway East II- Building A (D99 -0438) Dear Mr. Griffm: RECEIVED JAN 14 2000 DEVELOPMENT We reviewed the proposed project for compliance with the structural provisions of the 1997 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. The following comments should be addressed by the permit applicant. A copy of this letter was forwarded to the project contact for your convenience. 1. The following list of comments should be responded to in itemized letter form. The permit applicant should have the Engineer of Record respond and resubmit two copies of revised structural drawings and one copy of supplemental calculations. All information should be submitted directly to Reid Middleton, Inc. 1. The Foundation notes should reference the supplemental letter by Earth Consultants, Inc., dated November 18, 1999. 2. The notes for concrete cover over the rebar should be clarified on Sheet S4.2a. 3. Spread footings at Grids B -3, B -10, C -3, and C -10 are shown as an F7.25 on Sheet S 1.1 a; however, calculation page FDN 1 shows that F7.75 and F8 footing types are required. 4. A TS10x4x1 /4 entry soffit is called out along Grids A and E between Grids 6 and 7 on Sheet S 1.2a; however, a TS 10x4x5/16 is required per calculation page F5. 5. Collector elements are not shown on Sheet S2.la along Grids 6.2 and 6.8 between Grids D and E. Calculations verify adequate shear strength in the floor diaphragm to transfer a lateral forces should be provided. q q)/°6° Washington Oregon Alaska Engineers Planners Surveyors Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, WA 98204 Ph: 425141 -3800 Fax: 425 741-3900 • Mr. Duane Griffin City of Tukwila January 13, 2000 File No. 26-99-005-024-01 Page 2 Section F/S2.1a does not indicate a maximum distance from the bottom tie to the top of footing. The bottom tie shall be located not more than one half a tie spacing above the top of the footing per UBC Section 1907.10.5.4. Corrections and comments made during the review process do not relieve the project applicant or designer from compliance with code requirements, conditions of approval, and permit requirements; nor is the designer relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This plan review check is for general compliance with the Uniform Building Code as it relates to the project. If you have any questions or require any additional clarification, please call. Sincerely, • Reid Middleton, Inc. -fo- David B. Swanson, P.E., S.E. Director, Structural Engineering Group bjr\26se\planrevw\tukwila\99\1024r1.doc\fps cc: Roger Carlson, Lance Mueller & Associates Ferron P. Smith, E.I.T. Plan Review Engineer Reid iddleton Fire Department Review Control #D99 -0438 (510) Dear Sir: January 5, 2000 Re: International Gateway East II Building A - 12401 East Marginal Way South The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) S7.54404 • Fax (206) 57S-4439 .ixav 01ek..."6 City of Tukwila Page number 2 Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 2. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) Gates and barriers shall be openable without the use of a key or any special knowledge or effort. Gates and barriers in an exit shall not be locked, chained, bolted, barred, latched or otherwise rendered unopenable at times when the building or area served by the exit is occupied. (UFC 1208.2) John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Prone: (206) 5754404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 3 When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8.2) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1004.2.2) When two or more exits from a story are required and when two or more exits froma room or an area are required, exit signs shall be illuminated. (UBC 1003.2.8.4) Manually operated edge- or surface - mounted flush bolts and surface bolts are prohibited. When exit doors are used in pairs and approved automatic flush bolts are used, the door leaf having the automatic flush bolts shall have no door knob or surface - mounted hardware. The unlatching of any leaf shall not require more than one operation. (UFC 1207.3) All exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 1 1/2 hours in case of primary power loss, the exit signs shall also be connected to an emergency electrical system provided from storage batteries, unit equipment or an on site generator set, and the system shall be installed in accordance with the electrical code. (UBC 1003.2.8.5) 3. Fire hydrants are required Ordinance #1692. 4. An approved automatic fire system is required for this proj #1742) Local U.L. central station (City Ordinance #1742) as detailed in City sprinkler extinTuishing ect. (City Ordinance supervision is required. John W. Rants, Mayor Thomas P. Keefe, Fite Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 4 Thomas P. Keefe, Fire Chief Maintain a 3' clear space around the sprinkler riser(s) for emergency access. (NFPA 13 4 -1.2) All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 5. An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of the Americans With Disabilities' Act, chapter 51 -20 WAC (Chapter 31 Accessibility), N.F.P.A. 72 and the City of Tukwila Ordinance #1742. Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 6. All electrical work and equipment shall conform John W Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Page number 5 strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 7. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) 8. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 9. All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) 10. An approved water supply capable of supplying the required fire flow for fire protection shall be provided to all premises upon which facilities, buildings or portions of buildings are hereafter constructed or moved into or within the jurisdiction. When any portion of the facility or building protected is in excess of 150 feet (45,720 mm from a water supply on a public street, as measured by an approved route around the exterior of the facility or building, on -site fire hydrants and mains capable of supplying the required fire flow shall be provided when required by the chief. (UFC 903.2) 11. Utility and detention vaults, located in fire apparatus access roads, shall be designed to withstand an outrigger load of 45,000 lbs. 12. Every building shall be accessible to Fire Department John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 ti Y L City of Tukwila Fire Department Page number 6 Thomas P. Keefe, Fire Chief apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #1846) "FIRE LANE - NO PARKING" areas were declared at your complex because of less than minimum clearances for fire department vehicle access. These areas are in need of re- signing or repainting per City Ordinance #1846 and Uniform Fire Code Section 10.206 as amended. Fire apparatus access roads "fire lanes" shall be identified by painting the curb yellow and a four inch wide line and block letters 18 inches painted in the lane, at fifty foot intervals, stating, "FIRE LANE NO PARKING ", color to be bright yellow, or by the posting of signs stating, "FIRE LANE NO PARKING ", and painting the curb. Signs shall be posted on or immediately next to the curb line or on the building. Signs shall be twelve inches by eighteen inches and shall have letters and background of contrasting color, readily readable from at least a fifty foot distance. Signs shall be spaced not further than fifty feet apart nor shall they be more than four feet from the ground. (City Ordinance #1846) 13. For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around it's perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #1692) Fire doors, fire windows and fire dampers shall have a label or other identification showing the fire protection rating. Such label shall be approved and shall be permanently affixed. (UBC 713.3) When fire dampers are required to maintain fire John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 resistance of construction, they shall be installed in . accordance with their listing and U.B.C. Standard #43-7. (UBC 713.11) 14. Provide fire department access from South 126th Street at two locations. 15. Ensure landscaping and light standards for the parking lot do not impede ladder truck access. Contact this office for further details. Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncc ( John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 1 PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): 19 -x E . 4W- lulu. u. lkti y !. . c 0,wniir. lriformation: ::;: , - � • ,,� ` : /rgeliithigintect:Refsorii. .` > ... Name: St`I f5L?-I CDN 5tiz -UC TZON Name: ) 3f b ► (Ph 11SDL7 1/'16 EN() Address: I D1 E l-L1 t01r t- IA) (a(7 r Address: 11, LAS 771) Pt S . .b Phone: C 2 T) 2 4 1 - U _ Phone: C. L! zs) Ls1 -62 2_2 This certificate is for the purposes of: ❑ Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ra Commercial /Industrial Building Permit ❑ Rezone ❑ Other Estimated number of service connections and meter size(s): 3 Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility district): Vt. / Ill - 1b1S1 . 14 Owner e tSign tyre: )1 1-x1 Date: ).n — ly -`/ CITY OF •IKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Certificate of Water Availability PROJECT #: PART B: (To be completed by water utility district) The proposed project is located within 1 L .s ib.14 k- 1 The 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: 1.1 I'h. L •t- Awe ( F v 4- 2 0 P 7 ` t Ic (Use separate sheet if more room is needed) :Rased upon the improvements listed above, water can be provided and will be available at the site with a flow of 70 ? gpm at 20 psi residual for a duration of 2 hours at a velocity of / fps as documented by the attached calculations. I hereby certify that the above information is true and correct. tf — t v1T CO . WPr 10 t:C d ies" Agency /Phone Z W - 2- Z `E>Ste 7 (Required only if outside City of Tukwila water utility district) (City /County) / -9 9 Date PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to 82 above) (Use separate sheet if more room is needed) Agency /Phone tVTRAVAIL.DOC 6/5/96 By Date H-lla 1 Part A: (To Be Completed by Applicant) Purpose of Certificate: VI Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: ❑ Residential Single Family ❑ Residential Multi- Family iii Commercial ❑ Other Applicants Name: S Q be Co s•f u , Phone: /3 S y„ 4 vi e y An- 6:x.12 y Property Address or Approximate Location: / -j o f E , M 4 0 1 HO / k✓ r+•y Legal Description(Attach Map and Legal Description if necessary): Mx La's v f fr c-L e d Part B: (To Be Completed by Sewer Agency) 1 iA a. Sewer ervice will be provided by side sewer connection only to an existing g " size sewer feet from the site and the sewer system has the capacity to serve the proposed use. ____ OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3 . rgl a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) , • b. Easements: LI Required ❑ .May be Require c_4,- c_4, et /- l i&e of eorihecl c. Other: CL >c' •#v . I e a ef w ;.; ..:,,, �e. 71i; i, a rnuSw ."e:r�.+aa�4l.A+i4C�n.�n.LtrAM \'WORKING TOWARD A SETT ENVIRONMENT W SEWER DISTRIC CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY Certificate of Sewer Availability OR 0 Certificate of Sewer Non - Availability By r: flu.+.... %.v�.a..L%. +.aJ...:vs. b.:aMr- q.u.Y+.bw. Ma �raVb .JJ..YYY.I.:w �:...:. f4J� 1- Title 14816 Milli Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 I hereb certify that the above/ wer agency information is true. This certification shall be valid for one year fro ate of signatur ) /Y/ '/ ate • • 7390.004 Detach And Display Certificate RE CO GISTERED AS PROVIDED BY LAW A NST CONT GENERAL, REGIST. # EXP. DATE CCO1 SABEYCI033104.12 /31/2000 EFFECTIVE ;DATE 05/14/1997 SABEY, CONSTRUCTION 'INC ..: 101 • ELLIOTT AVE -.W; -STE. 330 .. SEATTLE. WA.:• 98119 ... Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES .. Please Remove And Sign Identification Card Before Placing In Billfold F625- 052 - 00(1(3/97) OWNER: GROUP HEALTH COOPERATIVE OF PUGET SOUND 521 WALL STREET SEATTLE, WA. 981 2 1 (206) 448-2413 ARCHITECT: LANCE MUELLER 8 ASSOC. 130 LAKESIDE AVE., STE. 250 SEATTLE, WA 98122 (208) 325-2553 FAX, (200)328 °0554 Group Health Cooperative of Puget Sound INTERNATIONAL GATEWAY EAST II 12401 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON DqT P R OJECT T E A STRUCTURAL CIVIL ENGINEER: ENGINEER: ENGINEERS NORTHWEST 6869 WOODLAWN AVE N.E SEATTLE, WA 98115 (206) 525 -7580 FAX. (200)522 -6698 BUILDING BAROHAUSEN ENGINEERS 18215 72ND A VENUE SOUTH KENT. WA. 98 032 (425) 251 -8222 FAX. (425 )251 -8782 S OILS E NGINEER: EARTH CONSULTANTS 500 MARKET PLACE TOWER 2025 1ST AVE BELLEVUE WA. 98005 (425 ) 643-3780 It REVISIONS t!D CHANGES SHALL BE MADE TO R OF WORK WITHOUT PRIO L C TU*(t ^.'ILA BUILDING DIVISION. M 1 V; UVMLA JUL 2 0 0000 WEF. FiLE LANDSCAPE ARCHITECT: I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does net authorize the violation of any adopted code or ordinance. Receipt of con- tractors copy of approved plans acknowledged. By ,: _ i ..._ Date ' /. Permit No. D_SSI SEPARATE PERMIT RE l UIRE6 FOR: ECHANBCAL • ECTRICAL • UMBING S GAS PIPING CITY OF TUKVIALA BUILDING DIVISION FECEIVED CIIY CFTUKWM JUN - ` 2000 PERMIT CENTER WEISMAN DES ION GROUP 2329 EAST MADISON SEATTLE, WA 98112 (206) 322 - 1 CO ti Lttitti .44 1 i i GENERAL NOTES 1. Contractor to verify all existing site conditions_ 2. Contractor to notify Architect immediately of any discrepancies in the contract documents. 3. All dimension lines are to face of cone. walls and centerline of columns, studs and beams, unless noted. 4. General Contractor responsible for all cutting and patching. 5. See civil drawings for storm drainage. 6. Repetitive features may b drawn only once, but shall be pror,ded as if drawn in fu ll. 7. fn v . of fi ero or isions noti Ar chitect eld for r apprsroval om os f repairsContractor shall LEGAL DESCRIPTION - 1,, et-1 Fw, 1)A 1 t_1 Lots And 34 in Block 8 of Riverton, a replat of part of Riverside Interurban Tracts, as per Plat recorded in Volume 13 of Plats, page 36, Records of King County; TOGETHER with the East half of vacated 37th Avenue South adjoining Lot 34, as vacated by Ordinance No. 1863 and recorded under Recording No. 7402115011; EXCEPT the North 10 feet of said Lots 1 and 34 conveyed to King County for road by Deed recorded under Recording No. 7401040466; AND EXCEPT that portion lying East of the West margin of East Marginal Way, as established by Deed recorded under Recording No. 7401040467, and; Lots 1 through 8 in Block 7, and the North 10 feet of Lot 24, and all of Lots 25 through 32 in Block 7, and Lots 2 through 8 in Block 8, and Lots 27 through 33 in Block 8, all in Riverton, a replat of part of Riverside Interurban Tracts, as per Plat recorded in Volume 13 of Plats, page 36, Records of King County; TOGETHER with that portion of vacated 37th Avenue South adjoining Block 7 and 8, as vacated by Ordinance No. 1863 and recorded under Recording No. 7402115011; EXCEPT that portion of said Blocks 7 and 8 conveyed to King County for 37th Avenue South by Deed recorded under Recording No. 7401040465; AND EXCEPT that portion of Block 8 lying East of the West margin of East Marginal Way, as established by Deed recorded under Recording No. 7401040463; AND EXCEPT the North 10 feet of Lots 1 and 32 in Block 7 conveyed for road by Deed recorded under Recording No. 7401040464; Situate in the City of Tukwila, County of King, State of Washington. PROJECT STATISTICS CODES: ZONING: REQUIRED SETBACKS: FRONT SIDES REAR OCCUPANCY GROUPS: CONSTRUCTION TYPE: SEISMIC ZONE: SITE AREA: PHASE I BUILDING AREAS: BUILDING 'A': MAIN FLOOR AREA SECOND FLOOR AREA TOTAL FLOOR AREA PARKING REQUIRED: PHASE I: OFFICE MANUFACTURING TOTAL PARKING PROVIDED: PHASE I: STANDARD COMPACT HANDICAPPED TOTAL PROVIDED DEFERRED CITY SUBMITTALS THE FOLLOWING SHOP DRAWINGS SHALL BE SUBMITTED TO THE GENERAL CONTRACTOR OF HIS REVIEW. UPON THE GENERAL CONTRACTORS REVIEW FOR COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS, HE WILL SUBMIT TO THE ARCHITECT FOR HIS REVIEW AND SUBMRTAL TO SNOHOMISH COUNTY. NO WORK WILL BEGIN UNTIL SNOHOMISH COUNTY HAS REVIEW AND APPROVED THE DOCUMENTS. THIS UST DOES NOT LIMIT THE SUBMITTALS AS REQUIRED IN THE CONTRACT SPECIFICATIONS BY THE GENERAL OR HIS SUB - CONTRACTORS. 1. STEEL TRUSSES & GIRDERS (WET STAMPED At SIGNED) SYMBOLS LEGEND DETAIL 1997 UBC, UMC, UPC, UFC, AND CITY OF TUKWILA ZONING CODE MIC /L 25' -0" NONE NONE SECTION LABEL SHEET NUMBER WALL SECTION DETAIL ROOM NAME < ROOM LABEL 10Q < ROOM NUMBER ROOM TAG B ( OFFICE 35 %) / F (TECH /R&D 65 %) V -N SPRINKLERED 3 286,149 S.F. (6.56 ACRES) 40,806 S.F. 40,806 S.F. 81,612 S.F. 28,564 S.F. 3/1,000 S.F. 53,048 S.F. 1 /1,000 S.F. GRID LABEL DETAIL LABEL SHEET NUMBER DETAIL LABEL SHEET NUMBER 87 STALLS 54 STALLS 141 STALLS DOOR TAG 370 STALLS 34 STALLS 0 STALLS 1 51/ REQD• -W,12. "(ABLE 1W 412 STALLS DOOR NUMBER < SHEET NUMBER DETAIL LABEL INTERIOR ELEVATION I- 12345 A < KEYED NOTE DRAWING NOTE a< REVISION NUMBER 101.56• ELEVATION 011 < GENERAL NOTE REVISION NUMBER TOP OF FRAMING GENERAL NOTE ABBREVIATIONS ABOVE FINISH FLOOR A.F.F ACOUSTIC AC. HEIGHT HT. ACOUSTICAL TILE AC.T. HOLLOW METAL H.M. AOJUSTAO.E ADJ. HORIZONTAL HORIZ. ALLYIMAI ALIM. HOMO FR. ANODIZED NCO. HANDICAPPED BC. ANGLE ANC. INCLUDE INCL. ARCHITECTURAL ARCH. INCORPORATED INC. AT ® INFOFJNATION INFO. BIDDING BLDG. INSIDE DIAMETER I.D. BUILT -UP B.U. ',MUAT!. INSIL. CEILING D.C. LAVATORY LAB. CEMENT CEM. LINEAR FEET LIN. FT. CENTER LOW CL LOCATION LOC. CERAMIC CEP. MACHINE MACH. CERAMIC TILE CT MAINTENANCE MI, CLEAR CIR. MN&FACTLRER MFR. COSIWN COL. MATERIAL MAT. COMPANY CO. MAXIMJM MAX. Ca-METE CONC. MECHANICAL MECH. CONCRETE MASONRY UNIT CMU MINIMUM MIN. CRFQREA1,E COF. MISCELLANEOUS MISC. CQNECTION CON. NOMINAL NOM. CONSTRUCTION COST. NOT IN CONTRACT. N.I.C. CONTINUOUS CONT. NOT TO SCALE N.T.S. CONTRACTOR CONTR. NU®FR NO. COLNIERSING CSK. ON .TITER O.C. DETAIL GET. OPPOSITE OPP. DIAMETERR DIA. ONSIDE DIAMETER O. D. DIMENSION DIM. OVAL FENDED SCREW D.H.S. DISPERSER DISP. PAINT PT. DOCUMENT DOC. PEDESTRIAN WED. DOOR OR. PER / DOMN ON. PLASTIC LAMINATE P.LAII. DRAWINGS INDS. PLASTER PUS. DRINONG FOUNTAIN D.F. PLATE PL. EACH EA. POND LB. EACH SIDE E.S. PECAST P.C. ELECTRICAL ELEC. PREFABRICATED PREFAB. ELECTRIC WATER COOLER EMC PIREFINISH PREFIN. ELEVATION (LEICHT) EL. PRESSURE PRESS. ELEVATOR ELEV. PRESSURE TREATED P.T. ENAIp_ 'HAM. RADON R ENGINEER OCR. REINFORCING REIN/. EQUIPMENT EQUIP. REQUIRED IEOD. EXISTING EXIST. REVISION FEY. EXPOSED EXP. ROOT ND. EXPANSION JOINT EJ SECTION SEC. FABRICATE FAB. SHEATHING SHTG. FACTORY MUTUAL F.Y. SPANDREL S. FELT FT. SPECIFICATIONS SPEC. FEMININE FEM. =NT SO. FINISH FIN STAINLESS STEER.. 5.5. FINISH FLOOR ELEVATION F.F.E. STANDARD STD. FIRE EXTINOUISUER F.E STEEL S L. FLASHING FIJLSWG STORAGE STOP. FLOOR FIR. STRUCTURAL STRICT. FLOOR GRAIN ED SUSR{AMED SUSP'D FLUORESCENT FLUOR. TELEPHONE TEL. FOOT FT. TEMPERED T. FOUNDATION HEN. TOILET PAPER T.P. GALYANIZ© GALV. TONNE A GROOVE TAG GNLYANIZED IRAN G -1- TOP OF T.O. GAGE GA. TOP OF GRATE T.O.G. GLASS RL, TOP OF MASONRY T.D.Y. GYPSUM GYP TOP OF PARAPET T.D.P. GYPSN WALL BOARD GAB UNDEtWRITEIS LAB U.L. HARDWARE MIR. MINN_ U. HEATING VENTILATION A VERTICAL VENT. AIR CONDITION H.V.A.0 VERTICAL GAIN Y.G. [EATING A VENTILATION H.V. VESTIBULE VEST. WATER CLOgT W.C. WITHOUT W/O PROJECT DIRECTORY INDEX OF DRAWINGS ARCHITECTURAL A0.2a Ala A1.2a A2.1a A2.2a A2.3a A3.1a A3.3a A4.1a A4.2a A4.3a 65.1a A5.2a A5.3a A6.1a A7.1a STRUCTURAL Sl.1a S1.2a S1.3a 52.1 a 53.1 a S3.2a S4.1a 54.2o S5.1a S5.2a LANDSCAPE L1 L2 COVER SHEET NOTES, SYMBOLS, INDEX OF DRAWINGS, ETC. SITE PLAN SITE PLAN DETAILS FLOOR PLAN ROOF PLANS 1/16 ENLARGED FLOOR PLANS (1/8") BUILDING ELEVATIONS INTERIOR ELEVATIONS WALL SECTIONS (A,B& C & DETAILS) WALL SECTIONS D,E& F & DETAILS) WALL SECTIONS G,H &J & DETAILS) DETAILS INTERIOR DETAILS LOBBY DETAILS MISCELLANEOUS DETAILS DOOR -& FINISH SCHEDULE & DETAILS FOUNDATION PLAN BLDG. "A" FLOOR FRAMING PLAN BLDG. "A" ROOF FRAMING PLAN BLDG. A" FOUNDATION SECTIONS BLDG. "A" FLOOR FRAMING SECTIONS BLDG. "A" FLOOR FRAMING SECTIONS BLDG. "A" ROOF FRAMING SECTIONS BLDG. "A" ROOOF FRAMING SECTIONS BLDG. "A" PANEL ELEVATIONS BLDG. "A" PANEL ELEVATIONS BLDG. "A" LANDSCAPE PLAN IRRIGATION PLAN NOT FOR CONSTRUCTION LAST PLOTTED 05/15/00 v 15 /ANC E 5' -111 a F Q ¢ MC ���Q OlildaliireNRMag 1a1S ENMEgRENWill giE /E6ai£iili re rit 4 --. RFTNWG �' - REL It 13 11 -IV 24 1• $ .17 t.. 1Y-C t�.ID SF. ttf —.— a s 5 I ZISE?6 i 0199 .3BERNE39P7.Ri3!tar n:tYf;PEi1V135 :o. OaMiENSIFE9F. EN ro a mgr 0 0 T im PHA E ! `• �\� —� v �'��� ME MIX w ■ 1 \ R ._..__ .. 1 t _ ^0I ■ c c ��^ tL'Sa7fr�� it: _-- . -T`•lr i� r�1=1 : iiill - -- r . i VOS6iF1�4E513 Nii@3A' ',IMS$4 IIIIMMI MN 40 ArEICSOSIIMPIPSISRMIP9@ 31EILICSIMAIRCE3SMISOI 1 ®Iti461IMIMOSRIDtrEFWAM !IMI3x2015521i171L 4. CORD. . • • SIRE! IY,fLEH15 UXL1Ht SEP SOUTH 124TH STREET am F Root RSrMas sw. main ass tTSMC S PLEET PARRICIDE RESIDENCE IN AN 1 INDUSTRIAL ZONE 1 aD SITE PLAN S. 126TH STREET �t4Vf SRtf£f IM R,OtYE YENt IWfR SiPAMIE PEINR 0 20 40 80 120 o 43 CODES: TOTAL PROVIDED PROJECT STATISTICS 1997 UBC. UMC, UPC, UFC, AND CITY OF TUKWILA ZONING CODE ZONING: MIC /L REQUIRED SETBACKS: FRONT 25 -0" SIDES NONE REAR NONE OCCUPANCY GROUPS: B ( OFFICE 35%) / F (TECH /R &D 65%) CONSTRUCTION TYPE: V —N SPRINKLERED SEISMIC ZONE: 3 SITE AREA PHASE I 286,149 S .F. { 6.56 ACRES PHASE II 275,719.5 S .F. (6.33 ACRES) BUILDING AREAS: BUILDING 'A': MAIN FLOOR AREA 40,806 S.F. SECOND FLOOR AREA 40,806 S.F. TOTAL FLOOR AREA 81,612 S.F. BUILDING 'B': ANN FLOOR AREA 40,806 S.F. SECOND FLOOR AREA 40,806 S.F. TOTAL FLOOR AREA 81,612 S.F. PARKING REQUIRED: PHASE I: OFFICE 28,564 S.F. 3/1,000 S.F. 87 STALLS MANUFACTURING 53,048 S.F. 1/1,000 S.F. 54 STALLS TOTAL 141 STALLS PHASE II: OFFICE 28,564 S.F. 3/1,000 S.F. 87 STALLS MANUFACTURING 53,048 S.F. 1/1,000 S.F. 54 STALLS TOTAL 141 STALLS PARKING PROVIDED: PHASE I: STANDARD COMPACT HANDICAPPED 336 STALLS 62 STALLS �I 6T4LL5 - - --) "D STALES ° READ• 406 STALLS 1�'kg - OF3CE 1l -F PHASE !I: STANDARD 313 STALLS COMPACT 65 STALLS HANDICAPPED 8 STALLS TOTAL PROVIDED (RATIO 4.8/1,000) 386 STALLS RECEIVED CRY OF TUKWRA JUN - 5 2511 PERMIT CENTER NOT FOR CONSTRUCTION 05/30/00 2 � !"1 H H C sheet A1.1 i ASPHALT PAVING PLAN DI CONi. EXTRUDED CEMENT COMC. CURB w/ E(P. JiS. of 20' -0' o.c & SCORE JiS. at 5' -0' o.c. 3/4' R. 1/2 " =i' -0" O CURB DETAIL O CURB DETAIL ALL SIGNS MUST MEET 'ENGINEERING' OR HIGHER GRADE SPECIFICATIONS FOR REFLECTMTY NOTE: SEE CML DRAWINGS FOR DIMENSIONS OF CURB WALK @ CURB DETAIL 1 " =1'_0" PLAN DIM. -GRAVEL 2 -0" Lin VVV ; • EPDXY BONDING AGENT 2X PRESS. TREATED LANDSCAPE EDGING NOTE: SEE CML DRAWINGS FOR DIMENSIONS OF CURB WAGE LETTERING & SYMBOL ON A BLUE BACKGROUND PER STATE H.C. CODE METAL SIGN BOLT TO POST 'VAN STALL' SIGNS VAN STALLS ONLY 2 GALV. PIPE - PAINTED EMBED IN CONC. 1' -6' FINISH GRADE OR SIDEIYAIX 8'0 CONC. FOOTING HANDICAP PARKING SIGN _� , 1I =III PRE MANUF. 'FIRE LANE' SIGN I 2'0 STEEL POST 2) 3 REINF. BARS 5' -6 LONG) O 6 GUARD POST 1/2 " =1' -o" TOOLED EDGE FINISHED GRADE i II III - - -- Ii III = '' 111 SLAB 0 SIM. DETAIL TOOLED EDGE L_ PR SOILS O 8 EXPANSION JOINT 1 " =1 • -0" TOOLED EDGE O CONTROL JOINT PLAN DIM. (2) 16 RE 2 1 /2" PLAN DIM. PLAN DIM 1+1.. 1II O WALK DETAIL EXPANSION JOINT MAT. 4' COW. WALK - UGFR BROOM FINISH iT i- 11 ) II [ 'fi 1 � l l l l P tftri - PLAN DIM. CONTROL JOINT 4" CONC. WAL (FINISH PER P IAN) — III —III- COMPACTED SOILS PER SOILS REPORT 7 4" CONG. WICK LIGHT BROOM FINISH 90R COMPACTION PER SOILS ENGR CONC WASH 6'} SfEf1 PIPE HLU71 WN -MAIM( ASPHALT RAMC C (CONC. SLAB at SBA. DETAIL) 1B'0 CONC. FIG. PRE —CAST CONCRETE CURB DETECTABLE WARNING EXTENDING THE FULL WIDTH AND DEPTH OF THE CURB RAMP SHALL CONSIST OF RAISED TRUNCATED DOMES HAVING A DIAMETER OF AN INCHES NOMINAL, A HEIGHT OF 0.2 INCHES NOMINAL AND A CENTER -TO- CENTER SPACING OF 2.35 INCHES NOMINAL, AND SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. 'FIRE LANE' SIGN DETAIL 11 CONCRETE HANDICAP RAMP NOTE: PROVIDE ONE SYMBOL PER HANDICAP STALL - SEE SITE P. ® HANDICAP SIGN NO SCALE 6 7" ASPHALT PAVING PER /SOILS REPORT FINISHED GRADE 0 RETENTION POND CONC. PAVING W/ EXPOSED AG. FINISH 3RD 4 ® 18" O.C. FA WAY COMPACTED SOIL PER SOILS REPORT 13 CONC./ ASPHALT PAVING DETAIL NO SCALE UNDISTRUBED EARTH OR CONC. BASE / O 4 ROCKERY FENCE DETAIL . NO SCALE 25' HGH, 5" DIA. TAPERED AWLL FLAGPOLE FLASH BASE CENTERING WEDGES REMOVE AFTER AIJGN. DRY SAND 10"x10' STIR. SUPPORT PATE 6 STEEL REST PLATE 1/2' OIL STEEL GROUND ROD, EXTEND 18' BEYOND CONC. FOUNDATION 15 FLAG POLE BASE DETAIL NO SCALE owl r �r� um: INTERLOCKING MASONRY REATINING WALL SYSTEM /\ /5 ROCKERY / FENCE DETAIL NO SCALE STEEL PIPE RAIL WI BLACK VINYL CHAIN LINK FABRIC : \ MIN. RAVEL IXTR CONC. CURB MIN. 7 \ \� STEEL PIPE RAIL WI BLACK VINYL CHAN LINK FABRIC ( RAVEL EXTRUDED CONC. CURB COMPACTED GRANULAR BACKFILL P.C. ONC. C WALLS GEOGRID REINFORCING 18 DUMPSTER SCREEN PLAN V27. NO SCALE 2 . ELD x 1 1/2' GALV F.B. ELD TO SURE PAINT G 34 ° 0x4 - �/B. w// ALSEP & 1 Vic 3' GALS. PIPE SPACER BONN. -PAINT 2 -3/16' x 1 1/2' GALV. SLL. f WELD TO PLATE -PAINT :11=11= 11811_11 - 11 =.11=11= " 11�II I ; ]C=1= 250 W. H.P.S. SQ FIXTURE BOX 0 PARKING LOT LIGHT STANDARD SQ. SR. POLE PAINT DARK BRONZE DUMPSTER SCREEN ELEVATIONS NO SCALE 3/16' x" 6' x 6" GAL V, SR. LP w/ 0 CON W.H .S. at 3 D.C. CAST IN F" x 4" x i/8" STL TUBE FRAME - PAINTED 18 GA. METAL DECKING PAINED G1 / 1 /4' 4" ® B 3. _ 1 . -0 . 24' 0 CONCRETE BASE (PAINTED) FINISH GRADE OR PAVING (SEE PANELS) DUMPSTER - N.I.C. 6' P.C. CONC. WAIL 4ONC. SLA W/ B" ROOCM FINISH B CIT PEC ANED 'OF TUKVALA JUN - 5))) PERMIT CENTER UST PLOTTED 05/26/00 C $ cn rn z C / V\ c7.0 I SITE PLAN pNTERNATIONAL GATEWAY EAST II TUKWILA, WASHINGTON 99 -089 job no. LANCE MUELLER S ASSOCIATES A R C H I T E C TS • A I A 130 LAKESIDE SEATTLE, WA 98122 206 3252553 "° drawn checked checked The S a b e y C o r p o r a t i o n 05/04/00 date no. revision date $ cn rn z C / V\ c7.0 UPPER FLOOR PLAN MAIN FLOOR PLAN 1 /16' =t -o' ENLARGED COftE PLAN SEE SH1. - A2� \ CONC. SHEAR WALL ILLUMINATED -BATTERY BACI UBC SECTION (TYPICAL) 190. TINED EXIT ENCLOSURE 1HR. RATED MECH. SHPT STAIR # I 293 1 RE CORRIDOR SMLL COMPLY W UBC EPA TE I . ARE CONSTRUCTED U DER SEPARATE T.I. PERMR 25'-O 6 -0 25' -0 3 - O X11 " -.' 3 -0° 25 -0 6' STOR. RD. & 0.2. WIT.) LOBBY I 1071 CONC SHEAR ELEC. RM. s \RD. & OF. (01?.) 1 HR. RATE, I EMT ENCLOSURE "PROVIDE 000 -20:C ARE EXIINGUSHERS O 1/ 3000 S.F. & NOT TO A.F. 75' OF TRAVEL MAX MOUNTING HEIGHT 54° AF.F (VERIFY LOCATION W/ ME +HAL) STAR /2 I 106 ) RECEIVING to9 rams (MAX. 3CFM / SF SIGN W/ 013 .1 .i & 7073.4 0 AND O DAYLICH 10 ABOVE FlNISH GRADE 266•-0• F .E. 36N� AN. { 206 ) 4° CONC. TOPPING 1 1/2° METAL DECKI STL O.WJ. ELECT. 1 207 T R RM. t 2731 MECH. SHAFT CORE PLAN 10o -21. EDINGUSHER5 O 1/ 300 S.F. NOT TO EXCEED 75' OF TRAVEL MAY MOUNTING EIGHT 54• AF.F. ({7 -f8FY LOCATION WI FIRE '. HAL) I RD. & O.F (IYP.) 1HR. RATED EXIT 04OVIDE QUICK RESPONSE SPRINKLER HEADS AS P.EWE D AND PERWIT. BY CODE WITH A WRITTEN /LIFE SAFETY EMERGENCY ACUARON PLAN BY THE CITY OF TU 'S FIRE MARSHAL 1HE BUILDING DEPARTM IN L. OF AREAS OF ASSISTANCE PER 31 -30 -1104. R &D STAIR #2 { 2921 12 WALL LEGEND H0 MB B EA SIDE ON 3 1/2 METAL STUDS FULL HT. TO BOTTOM OF DECKING © 5/8' GWD EA SIDE ON 3 1/2" METAL STUDS TO BOTTOM O F CEIONG O 5/8" GWB EA. SIDE ON 62 METAL STUDS TO 6 ABOVE CBUNG 5/8' GWB EA. SIDE ON 3 1/2 METAL STUDS W/ 48' BASE OF WONDERBONRU - 12° PLUMBING WALL O 5 /B TYPE 'X' GWB EA. SIDE ON 3 1/2' METAL STUDS FULL HT. TO BOTTOM OF DECKING O 5/8° TYPE 'X' GWB E0. SIDE ON 6° METAL STUDS 6 FULL HT. TO BOTTOM OF DECKING 5/8 TYPE ' X GWB FA SIDE 0110! 3 2 AL © FULL FTC. TO BOTTOM OF DECKING W/ 1/ RATED MET LID STUDS OVER CORRIDOR - SEE WALL SECTION L/A4.5 5/8° TYPE 'X GM EA. SIDE ON 6 METAL STUDS O 8 FULL HT. TO BOTTOM OF DECKING W/ RATED LID OVER CORRIDOR - SEE WALL SECTION 1./A45 (SIM.). RFAEM Cm OF'TUKWM 11111 - 5 2000 PERMIT CENTER NOT FOR C �USTRUCTION OS 26/00 N Z 0_ O O J La_ LEI CL 0_ d 0 8 6 sheet A2.1a n ROOF PLAN 0 EL 30' -9' EL 32' -0" EL 31' -0" EL 31' -0' EL 30' -9" EL 30 -fi" / EL. 29' -11" El 32' -0" EL 31' -0" EL EL 29•-4 29' -0' " / R & O.F. (Il'P EL 37' -0" EL 31' -0" EL 36'-6" T.O.P. h EL 30' -6" EL 30' -0 igk 53 16 a 30 �' P EL P 27'-4" R UNDER ELEVATOR CL • { - TRAFFIC PAD am ®� w® �+�oo q A6.1 •��— PANTE SEE 1_ I DEf. t /A6.1 _ I'1 a ' ►� EL 31' -0" EL 31'-0" 16' -9" EL 30' -6 EL 29'_11" EL 36'- T.O.P. T.O.W. EL 30' -6" -MECH UNIT EL 36' -0" T.O.P. EL 32'-0 T.OP. \EL 31' -0" 31' -0" NOTES: 1. LOCATIONS OF NECK EOLI@IAENT TO BE VERIFIED. SEE MECHANICAL (BIDDER DESIGN) DRAWINGS FOR EOUFNENT. PADS AND CURBS. 2. LOCATION OF ROOF HATCH WITH WALL MOUNTED LAMER TO BE Vane). 3. mama ROOF SLOPE 1/4 PER 12" U/40. 4. SINGLE -PLY ROOFING P6TALIATION PER MANUFACTURERS RECOMMENDATIONS. 5. PROVIDE 110 V WATERPROOF ETECBICAL ENTREE WRHN 20' -0" OF ALL MECHANICAL LINTS. 6. CONNECT ALL RAN LEADERS k DOWNSPOUTS TO SITE STORM SYSTEM. DO NOT PUCE OVERFLOWS N DRAIN SUMPS_ 7. AU_ EXHAUST FAN CURES TO BE PROADED BY GENERAL CONTRACTOR 0 ari5TutcwiLA JUN 5 20RO PERMIT CENTER NOT FOR CONSTRUCTION 05/26/00 H z LL O O d sheet A2.2a 4 q WALL LEGEND O 5/8 ° GWB EA. SIDE ON 3 1/2 1 F.IAL STUDS FULL HT. TO BOTTOM OF DECKING © 5/8 GWB EA SIDE ON 3 1/2° METAL STUDS TO BOTTOM OF CEILING 5/8 GWN EA. SIDE ON 62° METAL STUDS TO 6 ABOVE CEILING O 5/8 ° OMB EA SIDE ON 3 1/2° METAL STUDS W/ 48 BASE CF WONDERBOARD - 12° PLUMBING WALL 5/8 TYPE 1 OWN . SIDE ON 3 1/2 METAL STUDS O7 FULL HT. TO BOTTOM OF DECKING W/ NOTED LID OVER CORRIDOR - SEE WALL SECTION 1/04.5 5/8 TYPE X' GWB EA SIDE ON OF METAL STUDS ® FULL ITT. TO BOTTOM OF DECKING W/ RATED LID OVER CORRIDOR - SEE WALL SECTON L/14.5 (SM.). f -3 1/Y 1 ( 106 1 101 1a' -a 1/2 15'-5 1 CD LOWER TOILET CORE PLAN REC VEO CT' OF'NKVOIA 3(6 - 5 2000 PERMIT CENTER NOT FOR C NS RUCTION 05/26 06 i i i EXIT CORRIDOR 7 , /r(VDaM - CONE SHEAR 1YALL 71 1 2ss 9 -4 9•-4 1/2• ) IN STAIR PLAN D L i , 5 eNt 1 ass_ rem) F /A3.2 206 1 1 2011 ELEC. RM. 1207 1 MD ROOM ( 2131 STORAGE 24 -2 1 2 WALL LEGEND © 5/8 • GWB EA. SIDE ON 3 1/2 METAL STUDS TO BOTTOM OF CEILING O 5/8 • GWB EA. SIDE ON 62- METAL STUDS TO 6- ABOVE CEIUNG O 4 5/8' GWB EA. SIDE ON 3 ) /2• METAL STUDS W/ 48 BASE OF WONDERBDARD - ,2' PLUMBING WALL © 5/8' TYPE X GWB EA SIDE DN 3 112' METAL STUDS FULL NT. TO BOTTOM OF DECKNG O 5/8 - TYPE X 0WB FA ON 6 METAL STUDS FULL 10". TO BOTTOM OF SIDE DECKING. 5/8' TYPE T GWB EA. SIDE ON 3 1/2 METAL STUDS © FULL NT. TO BOTTOM OF DECKING W/ RATED 00 OVER CORRIDOR - SEE WALL SECTION L/.5 RATED TYPE • X GWB EN. SIDE ON 6' METAL STUDS ® FULL NT. 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Mom mm NIMMOMMMINEMMM MM =U lm MMM MU F d im ��■�i■ inimmum■omm -s ■tumor ■ Irmo LAY-1N ACCOST_ SEE NOTE /1 THE FLINR1D.EtT SEE NOM p MUMS 0 o f cow 0 ? 7 D gq-dgL5 NOTE: 1. INSTALL WIN RUNNERS AND CROW CBIOS O 4' -0 O.C. ONLY UNDER SHE. PEWIT. STORE REMAINDER OF IaONC CRIB ON FLOOR IN OFFICE 2 INST. REWINOFR OF IICHF FIXTURES ON FLOOR IN OFFICE. CITY OF TUKWLLA uarr FCCRIRE PER my IUN - 5 2oaq PERMR CENTEFI NOT FOR CONSIRUCTIO 05/26/00 < 3 F i sheet A2.5a MAIN CORE REFLECTED CEILING PLAN D' ttN ❑ 002' FU10RESCENT LAY - IN TROFFER o RECESSED R .:MEW DOWNUpR p suRFACE MOUNTED POOL. UNIT FIXTURE qj EMERGENCY BAT1ERY POWERED PATHWAY FLOOD UGNIS • WPM IWIMINATED lIg SIGN ( ENCNUP • RENRN NR GRILL O SUPPLY NR GRILL NOTE: SUSPENDED GERUNDS SHALL BE BRACED APRIST LATERAL MOVEMENT DUE FARIHgMNE IN THE ABSENCE OF AN ENGINEERED DESIGN THE FOLLDTIING BRACING SSA WILL BE REDOVED. FOUR NO. 12 GA STEEL WRES SHALL BE ATM.° TO A MAIN RUNNER W xc RHIN 2 MCHI OF A CROSS RUNNER THE MIES 9451 BE SPLAYED BO DEGREES TO DTHFR AND AUN 11' 10 BE A1TN]1ED TO S RUCNRE ABD.E AT AN ANGLE NOT TO SHE NS DEGREE FROY T H MENT OF . A IRES E SIRUP BE ATTACHED O SHE MN RUNNER AT THE ATTACHMENT OF DIE !LIES VERTICALLY AND BE ATLmim ro DE STRUCTURE /DOY - SUCH BRADNC S5RM5 SNALL BE PROMOED AT A SPIGNG NOT ro IXCLL 12 FEET IN BOTH DIR N, SPENDING AT A PoM ACCORDANT ro acw' Far NO. WADS. WHIM FIXTURES SHNL BE SUSPENDED IN N 55 O : UBC E ANDNUI N0. 4].1813. UCHTNG FDIIUN6 W' LEWD LESS TINE IP T L AS S N O ff ATTACHED TD ES. GERM XTU SYSIEL 1 TO GUIDING STRUCTURE MORE r AT LEAST 2 N0. 12 CAGE WIRES UO11f FIXTURES 15501 WEYA1 5E POUNDS OR MOTE SHAL' BE SUSPENDED FROM ME STRUCTURE INOEPENOfNf OF 1HE """6 GWq s t AN ENg7 U FW I SHALL BE SUOmT ro SUBN T O 1 E SU UM SYSRAL MECHANICAL EOUIWENT SHNL BE SUPPORTED IDFPENODNT OF THE CEN1NG SLL9+ENSION SYSIEI. 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WINDOW SYSTEM EXTERIOR WINDOW SYSTEM GLASS LOF ECLIPSE EVERGREEN TIM DOORS /FRAMES DARK BRONZE ANODIZED ALUMINUM SPANDREL GLASS EVERGREEN TINTED REFLECTIVE CONCRETE PANELS PT1 /PANT PT1 /PAM SHERWIN WILLIAMS SW 2064 - OUTERBANKS' TEXTURED CONCRETE PT2 /PAM SHERWIN WILLIAMS ACCENT PANEL SW 2067 - MAISON BLANCHE” PRE FINISHED ET3 /PANT UNICIAD METAL PANELS TO MATCH SHERWIN MILLAAIS SW 2084 HOTTING SHED" METAL COLUMN COVER PT5 /PANT SHERWIN WILLIAMS DIMENSO ENAMEL HANDRAILS "GREEN" H61 G 16 COPING FT /PAM SHERWIN WILUAMS SW 2064 'OUTERBANKS' SOFFIT PT4/ PAINT SHERWIN WILLIAMS SW 2066 ° NANTUCKET DUNE - COILING DOOR PT1 /PANT SHERWIN WILLIAMS SW 2064 ° OUTERBANKS' MECHANICAL SCREEN PT4/ PAINT SHERWIN WILLIAMS SW 2066 'NANTUCKET DUNE' ENAMEL TEEXTUREO PANTED COLUMN COVER PT -5 RECEIVED gryOFTU .TUN - c 7nM PERMIT GENIEF NOT FOR CONSTRUCTION LAST PLOTTED 05/26/00 sheet A3.1a COPING FT METAL COPING PT -1 TOP UNR T \ �TIXIURED . 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I1J.!:.dll. .!.ia ,lal If.6,!.,.i.!.11. ,!I.. ■tl_ .I.I I!, SM ,':. ..... Il .., 1 1 1. i :. :: - I ._...:. :,. :.., , ... ..,!1! 1 � L .:..:. :1111:1 !:. :I.... n , 11:;1: ..,. :::: i f I. II,.,. 1..: ,I....., :u, -, I. ! :,,. ,: 1 t ! I;:II '.. .• �.._..._.... II IIlUI 11L I• T. MO �C __ ® __—_ • •• NG DOOR PA D PT -1 LOF ECLIPSE EVERGREEN DARK BRONZE I SUL COILI NG DOOR - PANED PT -1 TINTED REFLECTIVE SPANDREL G1A55 L- R AWN. WINDOW SYSTEM �I I !!!I iII ,IfIIIIIIIII ©® ®®©111111■/ II 1lllllfl�li G:.!;LUILIIIVIIpVIII, €I!!I,ll! a t GNIII I I �■ ■IIIILI���■ ■�� ®II!1 !i:ll!41'ml!II ,I!:,leh.'LI' ■ 1 1 :11 1 1! 1 t!'111.1, li',i.!! i4 1111=11111111•111111111111111111111111 C ! rr I IIMII1111:1111101111M11141'illiIIIMIgIti I „1 11! 11!.- I IV.1::, � J I SIGN lot IP FINISHED GRADE CONC. P, PAINTED 0 0 ' III NORTH ELEVATION ILLUMINATED BUILDIN MAX. 150 S.F. WEST ELEVATION SOUTH ELEVATION 10 O9 MECH. ROOF D TOP UNIT PT -4 LOF ECLIPSE EVERGREEN TIRED REFLECTIVE SPANDREL GLASS MECH. ROOF TOP UNR PT-4 PREF@l4HED METAL PANELS - PT! RED CONCRETE JIlIVIlIlDI II!!!I!I} Ilp !11 IIIIIIIIHIII.illlliiifl�lllll �Ifl� •.i:1 III I CONC. PANELS PANTED PT -1 0 PREMMED MET COPING PT -1 EAST ELEVATION Dqg g TEXTURED CONCRETE FT -2 FINISHED GRADE LOF ECLIPSE WM. TIMID REFLECTIVE INSUL GLASS ELS QED% WA ■■ / — ■ ■ '.II ,, i'' , 1 1.: .I .....`4 f. ;: I. ,..I3 I.I.. -: .f .1 ,. f. II .II. - I f, : :! I. =,7G!i! Li•k =�I.,!.I,I,N!!•u:k!,I�f�l3 , 1,,: NN! L! „I19111111;I1.1111111.,I,LI,I ■ ■Ilil,:.I:.i.l„I,!ill! ,il..,,l:,.t,l, ■■ Ill ■1111■11ui1111iiinnt111 E■■■ ■■ ■■∎ h uII ..: :::!i : ., I :1., •:: !, , _ I Ur: - . n! rl Il 1 1 I ���`jT �y.� ..t �,IN I:N.'i ;1 , II I•I� PIT: 1 .1. •I ,,. ^ ��': L,Ii iII I d ( por i �, :1 WMMO MPIIMPOlgagt DARK BRONZ ANC°. ALUM. WINDOW SYSTEM EXTERIOR WINDOW SYSTEM GLASS LOF ECLIPSE EVERGREEN TIM DOORS /FRAMES DARK BRONZE ANODIZED ALUMINUM SPANDREL GLASS EVERGREEN TINTED REFLECTIVE CONCRETE PANELS PT1 /PANT PT1 /PAM SHERWIN WILLIAMS SW 2064 - OUTERBANKS' TEXTURED CONCRETE PT2 /PAM SHERWIN WILLIAMS ACCENT PANEL SW 2067 - MAISON BLANCHE” PRE FINISHED ET3 /PANT UNICIAD METAL PANELS TO MATCH SHERWIN MILLAAIS SW 2084 HOTTING SHED" METAL COLUMN COVER PT5 /PANT SHERWIN WILLIAMS DIMENSO ENAMEL HANDRAILS "GREEN" H61 G 16 COPING FT /PAM SHERWIN WILUAMS SW 2064 'OUTERBANKS' SOFFIT PT4/ PAINT SHERWIN WILLIAMS SW 2066 ° NANTUCKET DUNE - COILING DOOR PT1 /PANT SHERWIN WILLIAMS SW 2064 ° OUTERBANKS' MECHANICAL SCREEN PT4/ PAINT SHERWIN WILLIAMS SW 2066 'NANTUCKET DUNE' ENAMEL TEEXTUREO PANTED COLUMN COVER PT -5 RECEIVED gryOFTU .TUN - c 7nM PERMIT GENIEF NOT FOR CONSTRUCTION LAST PLOTTED 05/26/00 sheet A3.1a 61 0 MEN l WOMEN WALL MOUNTED SIGNAGE 1 EN .. WALL MOUNTED SIGNAGE (TYP.) CORRESPONDING GRADE 2 BRAILLE fil UNISEX INTERIOR ELEVATIONS MEN HANDICAPPED ACCESSDBLE RESTROOMS RESIROOY ON MAIN PLOOR cs A3.2 WALL MOUNTED SIGNAGE REQUIREMENTS: 1. SIGNS ARE CENTERED ON THE WALL 60" ABOVE THE FLOOR. 2. MOUNTING LOCATION ALLOWS A PERSON TO APPROACH WTHIN 3" OF THE SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR. 3. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. THE BORDER DIMENSION OF THIS PICTOGRAM SHALL BE A MIN. OF 6" IN HEIGHT. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. 4. LETTERS AND NUMERALS ARE RAISED 1/32 ", ARE SANS –SERIF UPPERCASE CHARACTERS AND ARE ACCOMPANIED BY GRADE 2 BRAILLE. CHARACTERS ARE MINIMUM 5/8" HIGH AND A MAXIMUM OF 2" HIGH. 5. THE CHARACTERS AND BACKGROUND OF THE SIGN IS MATTE OR NON –GLARE FINISH AND THE COLOR AND CONTRAST OF THE SIGN DISTINCTIVELY CONTRASTS WITH THE COLOR AND CONTRAST OF THE WALL. 6. THE REQUIRED COLOR OF THE SYMBOL OF ACCESSIBILITY CONSISTS OF A WHITE FIGURE ON A BLUE BACKGROUND. G [I II II II II li II II II II O 3/4" PROVIDE (3) 5/16 - fl x 2 1/2" LONG WOOD SCREWS INTO SOUR BLKG IN WALL 5/8" G.W.B. 1/4" PLATE MIRROR 4 1/4 "x4 1/4" CERAMIC TILE Soup HUTS. W COUNTER SUPPORTS, TOILET PARTIDONS & GRAB BARS LAB. CER THE ON 3/4" EXT. PLYWD. STEEL ANGLE BRACE SEE DETAIL 2/A3.2 INSULATE HOT WATER & DRAIN PIPES (TYP.) C. THE ON 7 i6" CEMENT BOARD 3/4" " METAL DON 3 1/2" METAL SnJDS CITYOFTUKWILA TILE THIN SEf ON CONCRETE SLAB JUN 2000 PEBMITCENTER LAST PLOTTED OS/26/DO En O I— a W J W O W I— z sheet io < A3.2a SIDE ELEVATION iN CANOPY PLAN MIA M11111111111111111111MIIIMIIIII• EXTRUDED CONC. CURB FRONT ELEVATION 10 FASCIA /GUTTER DETAIL © FOOTING DETAIL CANOPY SECTION Dlq oria JUN - 5 2000 PERMIT CENTER NOT FOR CONSTRUCTION LAST PLOTTED 05/26/00 i a I 1 1 sheet 0 0 C U a) cct OD A3.3 I I ■ 1 1 , , I I WALL SECTIONS BLDG. .• .. I INTERNATIONAL GATEWAY EAST II TUKWILA WASHINGTON 09089 'on no. __1181111111=111■11111111 sheet A4.1a LANCE MUELLER & ASSOCIATES A RCHITEC TS • AIA 130 LAKESIDE SEATTLE, WA 98122 206 3252553 .AiMMENEM/MEMMEMENIM Rd.mCAwRLuSON .9. REGISTERED AR i TECT L R.FADDEN GROUP HEALTH COOPERATIVE 12/15/99 date no. RFCYONS1 CORRFCTONS/BID SET revision • NNE" 05/30/00 date 1/2" = 1' -0" TOP TOP BOTTOM BOTTO BOTTOM BOTTOM FOUNDATION DRAIN SET IN FREE DRAIN MATERIAL PER SOILS REPORT (TYP.) A4.2 I -1I1 II CONC. TOPPING ON METAL DECKING ON OWJ'S 5/8 GWB OVER METAL FRAMING AND R -13 BAIT INSULATION WITH Y.B. ON WARM SIDE (TYP.) °8a INGLE PLY ROOFING ON R -19 RIGID INSULATION ON VAPOR BARRIER ON GYP. DECK SHEATR'G ON STEEL ROOF SYSTEM EXPOSED R -13 BATT INSULATION WITH F.S. 25/450 FLAME SPREAD/ SMOKE DEVELOPED RATING SOCK -PIN APPLIED (TYP.) 1 /8 DIA X 1' POWDER ACTUATED FASTNERS ® 24° O.C. CONC. SLAB ON VAPOR BARRIER ON CAPILIMY BREAK ON GRADE PER SOILS REPORT MECHANICAL SPACE SUSP'D SR. CLG_ GRID SYSTEM (ACOUST. DIE INSTALLED UNDER SEPARATE PERMIT) MECHANICAL SPACE FOUNDATION DRAIN SET IN FREE DRAIN MATERIAL PER SOILS REPORT (GYP.) TIGHT UNE ROOF DRAIN TO WETLANDS PER WETLANO MHIGATON REPORT SCALE: 1/2 = 1' -0" WALL SECTION 'B' WALL SECTION 'C' TINTED REFLECTIVE GLAZING (11-0.50, SC -0.45) o IN ANOD. ALUM. FRAMING SINGLE PIT ROOFING ON R -19 RIGID INSULATION ON VAPOR BARRIER ON GYP. DECK SHEATR'G ON SLED_ ROOF SYSTEM BOTTO EXPOSED R -13 BATT INSULATION WITH F.S. 25/450 FLAME SPREAD/ SMOKE DEVELOPED RATING STICK -PIN APPLIED (rep.) 5/8 GYM OVER METAL FRAMING AND R -I3 BAIT INSULATION WTH V.B. ON WARM SIRE (TYP.) EXPOSED R -13 BATT INSULATION WITH FS. 25/450 FLAME SPREAD/ SMOKE DEVELOPED PALING STICK -PIN APPLIED (TYP.) 1/8 IAA X 1' POWDER ACTUATED FASINERS B 24° O.C. CONC. SLAB ON VAPOR BARRIER ON i AIRY BREAK ON GRADE PER SOILS REPORT DIT 24 GA.PREPRIMED METAL COPING (PAINTED) CONT. WD. CANT STRIP 24 GA PREPRIMED METAL FASCIA PRESSURE TREATED CONT. BLKG. DRIP ° FORM LINER TEXTURED CONC. ANOD. ALUM. DRIP MOD. ALUM. WINDOW SYSTEM WI 1" INSUL GLAZING CONT. ANOD. ALUM. SILL FLASH NG (TAP.) ' 7 1/4 RUN ROOFING OVER TOP PLATE E--- SINGLE -PLY FLASHING ST. LEEOP - LEE STRUCTURAL DWGS. N - EXPOSED R BAIT y OA WITH F.S. 25/5/ 450 0 FLAMMC SPREAD/ SMOKE DEVELOPED RATING STICK -PIN APPLIED (TYP ) - 4, �4 R13 BAIT INSUL 0.1 -' 1 1111.4 3 /2 METAL STUDS SUSP'D CLG. GRID (ACOUST. TILE INSTALLED UNDER SEPARATE CONTRACT) MOD. ALUM. SILL SINGLE -PLY ROOFING ON R -23 RIGID INSULATION ON VAPOR BARRIER ON COP. DECKING BOARD ON METAL DECKING ON O.W.J.S CONC. TOPPING ON METAL DECKING ON O.W.J.S EXPOSED R -13 BATT INSULATION WTTH‘F.S. 25/450 FLAME SPREAD/ SMOKE EVELOPED RATING STICK -PI APPLIED (TYP.) NOTFORCONSTRUCDON 05/26/00 REOEN W CRY OfTUKWM JUN — 5 2400 PERMIT CENTER TOP TOP TOP WINDOW SYSTEM SUPPUER TO PROVIDE ATTACHMENT BETWEEN WINDOW SYSTEM AND STRUCTURE (SUBMIT DEFERRED CALCS. TO BLDG. DEPT. FOR APPROVAL PRIOR TO INSTALLATION) TOP TINTED REFLECTIVE GLAZING (U -050, SC- 0.45) - --> IN ANOD. ALUM. FRAMING FOUNDATION DRAIN SET IN FREE DRAIN MATERIAL PER SOILS REPORT (TYP.) 3 ° x3 ° STL TUBE SEE STRUCTURAL DWGS. ANOD. ALUM. WINDOW SYSTEM FOE GYP. SOFFIT (PANTED) SCALE: 1/2" = 1' -0" WALL SECTION 'E' / \/ SINGLE -PLY ROOFING ON R -19 RIGID INSULATION ON VAPOR BARRIER ON GYP. DECKING BOARD ON METAL DECKING ON SINGLE -PLY ROOFING ON R -19 RIGID INSULATION ON VAPOR BARRED ON GYP. DECKING BOARD ON METAL DECKING ON O.W.J.S FOUNDATION DRAIN SET IN FREE DARN MATERIAL PER SOILS REPORT (TYP.) WALL SECTION 'F' SCALE: 1/2" = 1' -A" O III �II II a° " 1 ANSI 211.10) PROVIDE MEANS OF TWO -WAY CONVERSATION BETWEEN ELEVATOR AND ACCESSIBLE POINT OUTSIDE THE HOISIWAY ANSI 211.1 PROVIDE AN EMERGENCY POWER SUPPLY FOR THE DEVICE REQUIRED BY 221.1(a). THE SUPPLY SHALL BE CAPABLE OF OPERATING THE ADDIBLE DEVICE FOR AT LEAST ONE HOUR AND THE MEANS OF TWO -WAY CONVERSATION FOR AT LEAST FOUR HOURS. 5/8 GWB OVER METAL FRAMING AND R -13 BATT INSULATION WITH V.B. ON WARM SIDE (GYP.) SLAB ON GRADE OVER CRUSHED ROCK BASE PER SOILS REPORT (TYP.) 5/8 TYPE X' G.W.B. ON 3 1/2 METAL STUDS 0 24 O.C. YOLCLAY WATERPROOF MEMBRANE SCALE 12 " = 1 EDEMAS SHALL ANSI SECTION 300 PROVIDE PROPER TOP CAR RUNBY CLEARANCE AND REFUGE SPACE ELEVATOR CAB A COtIfROLD SHALL MEET ADA SE 4.10 PROVIDE CLASS 1 FLAMESPREAD MATERIAL FINISHES 1R CAB & CONTROLS MEET ADA SECTION 4.10 ) YER 5/8" TYPE X' .W.. EA SIDE P. 1HR. CONST. LiAmE CLASS 1 PREAD MATERIAL ISHES ELEVATOR DOORS & JAMBS ANSI RULE 106.10 PROVIDE PIT LADDER SUMP PIT ELEVATOR SECTION 'G' g 3/8 x 2' STL. F.B. RAILS W / 5/8 581.. RUNGS SECURED TO PIT WALL & FUOR W/ 1/2 IROLTS ELEVATOR NOTES: 1. ANSI Sections 101 and 102. Pipes, ducts, conduits, and equipment not u sed for the operation o f the ele are p in machine room and hoistways. 2. Maintain all required working clearances in machine room 3. ANSI Rule 100.2c. Waterproof as necessary to prevent entry of ground water. Sump pumps may be installed for flood control but not approved to maintain a dry pit. 4. ANSI Rule 106.1d. Provide pit ladder. 5. ANSI rule 101.5b. Provide machine room ventilation. 6. UBC 3004. Provide hoist way ventilation. 7. UBC Chapter 16. Comply with seismic requirements. 8. ANSI rule 101.4. Provide 7 -0° dear headroom in machine room. 9. VISBC Chapter 11/ ANSI A117.1. Accommodate people with disabilities. 10. ANSI Section 300. Provide proper top car runbys, clearances and refuge space. 11. ANSI Rules 100.1b & 110.14: Grout all masonry jambs and headers to retain Are rating of hostway. In other thou masonry. provide labeled entrance assemblies installed as tested. 12. Grout behind all ALSO way penetrations for pipes, fixtures, etc. 13. Elevator hoist ways shall not be vented or pressurized through elevator machine rooms. 14. Ventilation and pressurization equipment, ducts, etc. cannot be located in elevator machine rooms, hoistways, or spaces. 15. ANSI 100.1c, 204.1h. Glass used in or on elevator hoist ways and cars must be laminated and meet the requirements of ANSI 297.1. 16. UBC 106.3.4.2. Provide calculations and drawings to the Building Department for approval of the stresses and shall be noted in the applicable rules of ANSI 105. 17. ANSI Section 109. Provide calculations to Building Department for ;�.pproval of the ability of the pit floor and structure to withstand the elevator buffer engagement reactions. 18. ANSI 211.1 (a) (2). Provide means of two -way conversation between each elevator and a readily accessible point (Building Entrance Lobby) outside the hoistway. 19. ANSI 211.1 (b). This structure is considered as unattended and one of two additional emergency signaling devices shall be provided (phone to answering service). 20. ANSI 211.1. Provide an emergency power supply for the devices required by 211.10)(2) and 211.1(b). The supply shall be capable of operating the audible device for at least one hour and the means of a two -way conversation for of least four hours. 21. Install approved key retainer box, keyed to the City standards. 22. Keys required for the operation of elevator, fire emergency service, the machine room and the mechanical hoist way access key shall be tagged and kept in the key box. U r DOOR ib JAMB RECEIVED CRY OFTUKWILA .TUN -5 (TAO PFAMITCENTER NOT FORCONSTRUCION 05/26/00 Ca sheet A4.3a FREE DRAIN MATERIAL PER SOILS REPORT (TYP.) TIGHT ONE ROOF DRAIN TO WETLANDS PER WETLAND MITIGATION REPORT SINGLE -PLY ROOFING ON R -19 RIGID INSULATION ON VAPOR BARRIER ON GYP. DECKING BOARD ON METAL DECKING ON O.W.J.S EXPOSED R -13 BA WTTH F.S. 25/450 SMOKE DEVELOPED STICK -PIN APPLIED TOP TINTED RETTECTIVE GLAZING (U -0.50, SC -0.45) o IN MOD. ALUM. FRAMING TOP BOTTOM BDTTQ BOTTOM BOTTOM WALL SECTION 'D' SCALE: T/2" = 1' —O" III =111 II EXPOSED R -13 BA INSULATION WITH ES. 25/450 LAME SPREAD/ SMOKE DEVELOPED ' -TING STICK -PIN APPLIED (TYP.) 5/8' GWB OVER METAL FRAMING AND R -13 BAIT INSULATION WITH V.B. ON WARM SIDE (TYP.) 1/8' DIN. X 1' POWDER ACTUATED FASTNERS M 24" O.C. CONC. SLAB ON VAPOR BARRIER ON CAPILLARY BREAK ON GRADE PER SOILS REPORT INSULATION LAME SPREAD/ RATING (TYP.) SUSPENDED GWB CEILING (ONE HOUR ASSEMBLY) CLASS FLAME SPREAD PER 803 BEM 2 & TABLES BA & 88 UL P210 (RC4 -1) (ONE HOUR ASSEMBLY) 5/8" TYPE 'X GWB EA. SIDE ON 3 1/2 METAL STUDS 0 24' O.C. 12 TREADS 0 11' =11' -U r-4-1/2' 1 HR. RATE DOOR ASSEMBLY BEYOND 1 HR RATE DOOR ASSEMBLY BEYOND 5.2 3 STAIR SECTION 'H' SCALE: VP - 1'V' STL CHANNEL STRINGER 0 METAL EDGE TRIM CONG. FILLED STEEL PAN TREADS STEEL CHANNEL STRINGER (ONE HOUR ASSEMBLY) E - -5/8' TYPE • X' OMB EA. SIDE ON 3 1/2 METAL SUDS 0 24" Q.C. BLY) B EA. SIDE ON DS ®24 O.C. 5/8' TYPE 'X' G.W.B. EA SIDE ON 3 1/2" METAL STUDS (1 HOUR RATED SHAFT WALL) SOUND BATT INSULATION (UNLACED FIBER GLASS BATT) RECEIVED CITY OF TUKWRA C-33 1 "5 " PEBNRCENTER NOT FOR CONSTRUCTION 05/26/00 i N J W 0 I U W sheet p Q A4.4a Vi e ,I fA�� v 1 1111 I! Y 1 'AC DUCT � Hi F G. S 4 . —_� :— .I i CONC. PANEL SCALE: 12" =1'-0" MST. CONC. FLOOR WALL SECTION' K' 5/8" TYPE 'X' G.W.B. EA SIDE ON 3 1/2" METAL STUDS AT 24" O.C. W/ 3 1/2 THICK SOUND BATT INSULATION TO CEIL OR BOT. OF DECK TYPE A WALL @ PERIMETER 3 1/2" U.S. GYPSUM 'SITAFTWALL' OR APPROVED EQUAL 2 HR. RATED SHAFT WALL :? I:? I li�'lI?iIiTTTnbi'T�Ttil�Ulit7 I I1 iiiimintensmannallna USG - 750302 W/ 1 SOUND ATT. ORE BLANKETS BBN- 750706 UL DES U438 TYPE E WALL @ ELEVATOR SHAFT ( 2 Hk. RATED ) SCALE: 3' = SUSP. ACOUST. TILE CEILING GRID W/ N0. 12 HANGERS TO STRUCT. ABOVE 254' LAY -IN CEIUNG TILE TYP. SCALE: 3" =1'-0" DUCT BE P BY AP ATTACH TOP TRACK TO SUSP. CEIUNG SMOK MAIN RUNNER AT EACH POINT OF INTERSECTION WITH 1" DRYWALL SCREW. 3 1/2" X 25 GA METAL STUDS 24" O.C. WITH 5/8" ORB EACH SIDE 3 1/2" SOUND BAIT INSULATION PER FLOOR PLAN 1 DIA. X 1" POWDER ACTUATED FASTNERS ® 24. O.C. ISM FLOOR STRUCTURE PARALLEL 0 SIMILAR CONDTON LL��L 5/8" TYPE 'X' G.W.B. EA SIDE ON 3 W/ THICK U SO ND C INSULATION TO BOT. OF STRUCTURE TYPE B WALL - FULL HT. WI INSULATION SCALE: 3" = 1' -0 L 5/8" G.W.B. EA. SIDE ON 3 1/2 METAL STUDS AT 24 "O.C. TO BOTTOM OF CLG. TYPE F WALL PROVIDE STEEL ELECTRICAL OUTLET BOXES NO GREATER THAN 16 SQ. IN. AREA IN 1 -HR. CORRIDOR WALL SECTION 'L SCALE: 12 1 = I'-0" OFFICE WALL TYPES: SCALE: S" = FASTEN TRACK TO CONC. FLOOR W/ 1/4" DA. POWDER ACUATED FASTENERS 0 24" O.C. 2 X 4 SUSPENDED ACOUT. TILE CEIUNG FASTEN TRACK TO DONC. FLOOR W/ 1/4" DIA. POWDER ACUATED FASTENERS 0 24" O.C. CONC. FLOOR STRUCTURE 5/8" TYPE 'X' G.W.B. EA SIDE ON 3 1/2" METAL STUDS AT 24" O.C. TYPE C WALL - FULL HT. W/O INSULATION ''ee �� 3 ����E /" " yy((��// = 1' -0 " NN BAT - VsuLATIa n � © 3 1/2" X 25 GA METAL STUDS 24" O.C. WITH 5/8" TYPE "X" GWB EACH SIDE 2 1/2" SOUND INSUL TYPE G WALL - PLUMBING WALL DCULE: 3 .= WALL SECTION 'M' SCALE: 12 " =1' -0" 4.5 FASTEN TRACK TO STRUCTURE W/ 1/4" DIA. POWDER ACUATED FASTENERS 0 24" O.C. 3 1/2" X 25 GA METAL STUDS 0 24" O_C. W. 5/8" M.R. - GOB EACH & 3 1/2" SOUND INSUL FASTEN TRACK TO CONC. FLOOR W/ 1/4" DIA. POWDER ACUATED FASTENERS M 24" O.C. CONC. FLOOR L (2) LAYERS — 5/8° TYPE "X" G.W.B. EA SIDE ON 3 1/2 \' METAL STUDS AT 24 O.C. FULL THICKNESS SOUND BATE INSULATION TO BOTTOM OF STRUCTURE 5/8" TYPE 'X' G.W.B. OVER 3 1/2 STUDS EACH SIDE OF CONCRETE SHEAR WALL HI TYPE A WALL @ PERIMETER SCALE: 3 = 1 —0" 0 SCALE: l2• =1'-0" TJILET 5/8" TYPE 'X' G.W.B. OVER 3/4" FURRING STRIPS(STAIR SIDE) OF CONCRETE SHEAR WALL. 0 LOBBY STAIR CONC. PANEL WALL SECTION 'N' FASTEN TRACK TO STRUCTURE W/ 1/4" DIA. POWDER ACUATED FASTENERS M 24" O.C. PROVIDE STEEL ELECTRICAL OUTLET BOXES NO GREATER THAN 16 SQ. IN. AREA IN 1 -14R. CORRIDOR WALL SECTION'P' SCALE:12" =1' -0• q Li 5 FLOOR STRUCTURE PARALLEL 0 SIMILAR CONDITION OFFICE RECESSED LIGHT FIXTURE TYP. EXIT 1 OFFICE ENCLOSURE PROVIDE STEEL ELECTRICAL OUTLET BOXES NO GREATER THAN 16 SQ. IN. AREA IN 1 -HR. CORRIDOR WALL SECTION 'Q' SCALE: 12 "= FASTEN TRACK TO CONC. FLOOR W/ 1/4" DIA. POWDER AWAITED FASTENERS A 24 O.C. 2 X 4 SUSPENDED ACO11T. TILE CEILING 3 1/2" X 25 GA. METAL STUDS B 24 O.C. WITH 5/8" TYPE "0" GOB EACH SIDE 2 1/2" SOUND INSUL. FASTEN TRACK TO CONC. FLOOR W/ 1/4" DIA POWDER ACUATED FASTENERS M 24" O.C. CONC. FLOOR STRUCTURE NOT FOR CONSTRUCTION 05/26/00 RECEIVED CITY OFTUKWIUI JUN - -5 2000 PERMRCENTER O 1' INSULATED O O P.C. ONC. PANEL (PAINTED) SHIM REQ'D AS N. SEALANT GLASS ANOD. ALUM STORE NARROW STYLE ANOD. ALUM. DOOR W/ CONCEALED CLOSRE 1 4' TEMP. C R GLASS AN00. ALUM. DRIP MATCH WINDO SYSTEM) MET CORNER REIN OW.) TOOLED EDGE VINYL EDGE TRIM TYP. INTERGRAL WEATHERSTRIPPING & DOOR STOP TOOLED EDGE 5/8 G.W.B. OR PLYWOOD 3 1/2 METAL STUDS at 24 O.C. R 11 BATT INSULATION O 10 P.C. CO C. PANEL PANTED) 3'x3'x3 84' -0' STEEL �GLE WEATHERSTRIPPING H. PANTED ASPHALT PAVING SEE STRUCT. Y O.H. DOOR (PANTED) NEOPRENE WEATHERSEAL TAPER SLAB FROM INSIDE FACE OF WALL TRACK DOOR DETAILS 12 Dq3g RECEIVED CTTYOFTUKWIIA JUN 5 21100 PERMIT CENTER NOT FOR CONSTRUCTION LAST PLOTTED 05/26/00 H cio W F-I 1-j,< �L� Q o r H r H F+i W z sheet A5.1a INTERIOR SOLID CORE DOOR (CEN REDUCER (CENTER UNDER ODOR) CONC. \ W/ SEALER SHEET VINYL OR VCT FIRE TRACK / DEFECTION TRACK (1) W/ METAL STUDS, WIDTH PER WALL TYPES, GAUGE PER HEIGHT. 5/8 TYPE 'X GWB EACH ODE VOIDS BETWEEN FLUTES PACKED WITH MINERAL WOOL -.0 - - . 1k; - - - - - lswi ►� -� BOTTOM OF ROOF DR FLOOR STRUCTURE ' UL APPROVED FIRE STOP SEALANT 11611 METAL STUDS FRAMING AT 24: O.C., WIDTH AS REQUIRED FOR VOID WI 5/8' TYPE IC GWB EACH SIDE. VOIDS BETWEEN FLUTES PACKED WTTH MINERAL WOOL ROOF OR FLOOR SYSTEM AS APPLICABLE EXTRA LAYER TYPE 'O CWD TO CLEAR TRUSS/ GIRDER AS REQUIRED ROOF OR FLOOR SYSTEM AS APPLICABLE INHAVISIMENEN 1 STRUCTURE OFROO OR � �- 1 UL APPROVED FIRE STOF SEALANT ` 1011 NETAL STUDS FRAMING /- IIII AT 24: O.C., WIDTH AS REQUIRED FOR VOID W/ 5/8 TYPE '%' GWB EACH SIDE. gi U lit Ir . =7 ROOF OR FLOOR SYSTEM AS APPLICABLE EXTRA LAYER TYPE 'X' GWB TO CLEAR TRUSS/ GIRDER AS REQUIRED FlRE TRACK /DEFLECTION TRACK (11 WI METAL SOLOS, WIDTH PER WALL TYPES. SAUCE PER HEIGHT. 5/8' TYPE 'X' GWB EACH SIDE. �r♦:•: ♦•♦�:�:■•�r♦:��♦:•:�. v- ♦• `' / W WI BOTTOM OF ROOF OR FLOCK STRUCTURE UL APPROVED RRE STOP SEALANT FIRE TRACK /DEFLECTION TRACK (1') WI METAL STUDS, WIDTH PER WALL TYPES, GAUGE PER HEIGHT. 5/8 TYPE 'X' GWB EACH SIDE. 5/8' TYPE 'X' G.W.B. ES. ON 6' METAL STUDS z4 o .c. FUR COL FOR ELEC. OUTLETS METAL CORNER REINFORCING (TYP.) 5/8" TYPE 'X' G.W.B. ES. ON 3 1/2' METAL STUDS 24' O.C. CONC. SLAB VOIDS BETWEEN FLUTES PACKED WITH MINERAL WOOL INTERIOR DETAILS 5 /13' CNA FA SITE d1 2 1/2" METAL STUDS SCUM EMT .040 NCO. ANAL BRIE SHOPE at 5t1, HEAD 3 MULLION • i • ►�i ► ROOF OR FLOUR SYSTEM AS APPLICABLE BOTTOM OF ROOF OR FLOOR STRUCTURE UL APPROVED ARE STOP SEALANT DBL BACK RAM TAPE ARE TRACK /DEFLECTION TRACK (1') W/ METAL STUDS. WIDTH PER WALL TYPES, GAUGE PER HOOHT. 5/8' TYPE ° X ° GWB EACH SIDE WOW IBILTION SEE STRUCTURAL DWGS. FOR DIAL. SEISMIC BRACING IN 6 WALL ST. COLUMN F - PERIMETER SLAB INSULATION PLAN DIM PLAN DIM PA CO MATT FRAME STYLE MRF -1002 5/8 G.W.B. EA S1DE ON 18 GA. METAL STUDS LADDER 17 3/416 STEEL LADDER RUNG 2'x1/4 FLAT DAR SUPPORTS 0 5' -0 O.C. t' EA. SIDE 2x8 BLOCKING SECURED TO STUDS W/ (3) 1 TYPE S -12 BUGLE HEAD SCREWS 1 5/8" X , / 7 1 3/8" i or r e51 \ I 0-0 0.0 :":11 I OR FLOOR E STOP GWB EACH SIDE & SOUND WALL TYPE 2'x1 /4xCONT. FLAT BAR RAIL /8 TYPE 'X' OF DEFLECTION FIRE TRACK /DEFLECTION TRACK (1') WI METAL STUDS, WIDTH PER WALL TYPES, GAUGE PER HEIGHT. 5/8" TYPE 'X" GWB EACH SIDE. 3/8 0 LAG BOLT W/ G.W. D•1014 REC EIVED CITY OFTUKWM .(UN -• 5 2na0 PERMR CENTER NOT FOR CONSTRUCTION LAST PLOTTED 05/15/00 i J Q L LJ 0 clf UJ Z a 0 4 16 f a J sheet P-1 TT A5.2a 24 GA.PREPRIMED METAL COPING (PAINTED) SEALANT ANOD. ALUM. WINDOW SYSTEM ANOD. ALUM. WINDOW SYSTEM 1 1/2" 1' -7 "t SLOPE 3/4" PLYWD. TOP PLATE 2x SOLID BLKG. CONT. 2x4 BLKG. ® 16" O.C. SINGLE PLY FLASHING ON GYP. SHEATH'G ON 3 1/2" METAL STUDS ® 24" O.C. 1 1/8" PLYWD. BOLTED TO 3 "x3" STL. ANGLE WINDOW SUPPLIER TO PROVIDE ATTACHMENT TO STL. TUBE SUPPORT ANOD. ALUM. COLUMN COVER 4 1° TINTED INSUL. GLAZING 5 SHIM AS RED TUBE STL. COLUMN ANOD. ALUM. BRAKE TO MATCH WINDOW SYSTEM 3 1/2" 5 1/2" .1401/-(5 5/8" TYPE 'X' G.W.H. EA. SIDE ON METAL STUDS ® 24" O.C. 4" CONC. TOPPING ON METAL DECKING CONT. STL. ANGLE - SEE STRUCT. DWGS WF BEAM - �- SEE STRUCT. DWGS. RECEIVED CRY OFTUKWILA JUN - 5 2(1 PERMIT CENTER NOT FOR CONSTRUCTION LAST PLOTTED 05/15/00 c i co sheet O 0 U A5.3a i SECTION A -A PRE - MANUFACTURED MECHANICAL UNIT CONCRETE CURB 3'x3'x3/16 ANGLE PREPOMED METAL COPING I PREPRIMED CORRUGATED METAL SIDING SECTIONS ® 24' O.C. VERT. 41IB 03/16 STL TUBES ® 48' O.C. SINGLE PLY ROOFING ON / _RESDRSOnBNON K AL DECKING )g.q0t(z NOT FOR CONSTRUCTION 05/26/00 RIOErvED CRT CF TU JUN - PERM CENTS 6 C 0 0 U H 0 CD J 7 m J W sheet A6.1a IIIIII -. 1 I C.:MiIIEW B D SET .5 Y111i revision date ROOM FINISH SCHEDULE DOOR SCHEDULE ROOM ROOM NAME FLOOR BASE NORTH WALL SOUTH WALL EAST WALL WEST WALL CERJNG REMARKS DOOR NO. F�YY. W DESCRIPTION DOOR FRAME HARDWARE GROUP RATING REMARKS MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. HT. MAT. FIN. MAT. FIN. LOBBY ELEVATOR LOBBY TILE TILE F.E. F.F. 71LE TILE F.F. F.F. GL. /G.W.B. - F.F. /PT. - G.W.B. - PT. - G.W.B. G.W.B. PT. PT. G.W.B. G.W.B. PT. PT. G.B.W. G.W.B. PT 25' -0" 10' -O" SEE NOTE # SEE NOTE 100A A 1PR. 3 -0" x 7 -0" ALUM. ANOD. ALUM. ANOD. 1 - SEE NOTES #1 & 5 100 101 1006 A " 1PR. 3 -0 x 7' -O" ALUM. ANOD. ALUM. ANOD. 1 SEE NOTES #1 5 103 104 C C 3' - x 8' -0" 3' - 0° x 8 -0" WD. PT. H.M. PT. 2 1 -HR. SEE NOTES # 103 ELEVATOR EQUIP. CONC. SEALER RUBBER F.F. G.W.B. PT G.W.B. PT. G.W.B. PT. G.W.B. PT. G.W.B. PT 10' -0 SEE NOTE # WD. S &V H.M. PT. 3 1 -HR. SEE NOTES # 104 WOMEN TILE F.F. TILE F.F. TILE /G.W.B. FF. /PT. G.W.B. PT. TILE /G.W.B. F.F. /PT. TILE F.F. G.W.B. PT. 8' -6" SEE NOTE # 105 C 3' - x 8 -0 WD. S &V H.M. PT. 3 1 -HR. SEE NOTES # 105 MEN TILE F.F. TILE F.F. TILE /G.W.B. FF. /PT. G.W.B. PT. TILE /G.W.B. F.F. /PT. TILE F.F. G.W.B. PT. 8' -6" SEE NOTE # 106 U C 3' -0" x 7' —O" WD. WD. PT. S &V H.M. H.M. PT. PT 4 2 - 1 -HR. SEE NOTES # SEE NOTES # 106 JANITOR SHT.VINYL F.F. RUBBER F.F. G.W.B. PT. G.W.B. PT. G.W.B. PT. G.W.B PT. G.W.B. PT. 8' -0" SEE NOTE # 107 108 3' -0 x 8' -O 1PR. 3' 0° x 7' 0" ALUM. ANOO. ALUM. ANOD. 1 SEE NOTES #1 & 5 107 ELECTRICAL CONC. SEALER RUBBER F.F. G.W.B. PT. G.W.B. PT. G.W.B. PT. G.W.B PT. G.W.B. PT. 10' -0" I I G O a In 'an o SEE NOTE #3 109 110 -. U m 3' -0" x 7' —O° 3' x 7' -0" WD. ALUM. PT. ANOD. H.M. PT. 4 - SEE NOTES # _ 108 R &D CONC. SEALER G.W.B. PRIMED G.W.B. PRIMED G.W.B. PRIMED G.W.B. PRIMED G.W.B. PRIMED AC.TILE F.F. SEE NOTE 13 & 4- ALUM. ANOD. 1 - SEE NOTES #1 & 5 109 112 STORAGE RECEIVING SHT. V. CONC. SEALER SEALER RUBBER G.W.B. F.F. PRIMED Q.W.B. G.W.B. PT. PRIMED G.W.B. O.W.B. PT. PRIMED G.W.B. G.W.B. PT. PRIMED G.W.B. G.W.B. F.F. PRIMED G.W.B. AC.11LE PT. F.F. SEE NOTE # SEE NOTE 13 & 4 111 3' -0" x 7' —O° ALUM. ANOD. ALUM. ANOD. 1 - SEE NOTES 11 & 5 112A B 4' -0 x 7' -0" ALUM. ANOD. ALUM. ANOD . i - SEE NOTES 1 & 5 1128 D 10' 0" x 9' 0 MET. PT. MET. 5 SEE NOTES # 113 MDR ROOM CONC. SEALER RUBBER F.F. G.W.B. PT. G.W.B. PT. G.W.B. PT. G.W.B PT. G.W.B. PT. 9' -0 SEE NOTE # 113 C 3' -0 x 8' -0" WD. S &P H.M. PT 2 1 -HR. SEE NOTES 191 STAIR #1 CPT F.F. HDWD. S &V G.W.B. PT. G.W.B. PT. G.W.B. PT. G.W.B PT. G.W.B. PT. VARIES SEE NOTE #3 192 C 3' -0" x 8' -0" WD. S &V H.M. PT 2 1 -HR. SEE NOTES # 192 STAIR #2 CONC. SEALER RUBBER F.F. G.W.B. PT. G.W.B. PT. G.W.B. PT. G.W.B PT. G.W.B. PT. VARIES SEE NOTE #3 193 C 3' -0" x 8' -0 WD. S &V H.M. PT 2 1 -HR. SEE NOTES # 193 STAIR #3 CONC. SEALER RUBBER F.F. G.W.B. PT. G.W.B. PT. G.W.B. PT. G.W.B PT. G.W.B. PT. VARIES SEE NOTE #3 203 204 C C 3' -0 x 8' -0 3' 0" x 7' 0 WD. WD. PT. PT. H.M. H.M. PT. PT. 2 2 1 -HR. SEE NOTES #. SEE NOTES # 200 LOBBY TILE F.F. TILE F.F. GL /G.W.B. F.F. /PT. G.W.B. PT. G.W.B. PT. G.W.B. PT. G.B.W. PT. 25' -0" SEE NOTE # 205 C 3 -0 x 8 -0 WD. S &V H.M. PT. 3 1 -HR. SEE NOTES # 201 ELEVATOR LOBBY TILE FY TILE F.F. - - - - G.W.B. PT. G.W.B. PT. G.W.B. PT. 10' -0 SEE NOTE # 206 C 3' -0" x 7—D° WD. PT. H.M. PT. 4 - SEE NOTES # 203 MEN TILE F.F. TILE F.F. TILE /G.W.B. FF. /PT. G.W.B. PT. TILE /G.W.B. F.F. /PT. TILE F.F. G.W.B. PT. 8' -0" SEE NOTE # 207 213 C 3' -0" x 8' -0 3' -0 x 8' -0 WD. WD. S &V S &V H.M. H.M. PT PT 2 2 1 -HR. 1 -HR. SEE NOTE SEE NOTES If 204 STORAGE SHT. V. SEALER RUBBER F.F. G.W.B. PT G.W.B. PT. G.W.B. PT. G.W.B. PT. G.W.B. PT. 10' -O" SEE NOTE # 292 3' 0" x 8' 0" WD. S&V H.M. PT 2 1 HR. SEE NOTES # 205 WOMEN TILE F.F. TILE F.F. TILE /G.W.B. FF. /PT. G.W.B. PT. TILE /G.W.B. F.F. /PT. TILE F.F. G.W.B. PT. 8' -0" SEE NOTE # 293 C 3 -0" x 8' -0 WD. S &V H.M. PT 2 1 -HR. SEE NOTES # _ 206 JANITOR SHT.VINYL F.F. RUBBER F.F. G.W.B. PT. G.W.B. PT. G.W.B. PT. G.W.B PT. G.W.B. PT. 8' -0" SEE NOTE #3 NOTESo INTERNATIONAL GATE EA ST II _ TUKW WA GROUP HEALTH COOPERATIVE 208 R &D CONC. SEALER G.W.B. PRIMED G.W.B. PRIMED G.W.B. PRIMED G.W.B. PRIMED G.W.B. PRIMED AC.11LE F.F. 10' -0 SEE NOTE # & 4 213 MDR ROOM SHT.VINYL F.F. RUBBER F.F. G.W.B. PT. G.W.B. PT. G.W.B. PT. G.W.B PT. G.W.B. FT. 8' -0 SEE NOTE #3 291 STAIR #1 CPT F.F. HDWD. S &V G.W.B. PT. G.W.B. PT. G.W.B. PT. G.W.B PT. G.W.B. - PT. VARIES SEE NOTE #3 292 STAIR #2 CONC. SEALER RUBBER F.F. G.W.B. PT. G.W.B. PT. G.W.B. PT. G.W.B PT. G.W.B. PT. VARIES SEE NOTE #3 293 STAIR #3 CONC. SEALER RUBBER F.F. G.W.B. PT. G.W.B. PT. G.W.B. PT. G.W.B PT. G.W.B. PT. VARIES SEE NOTE #3 1. PROVIDE TEMPERED GLASS URES 2. - 3. - 4. - 5. PROVIDE "MEN" A 'WOMEN" HANDICAP SEWAGE. (SIGNAGE SHALL COMPLY TO UBC SECTION 1103.2.4) 6. ALL DOOR CLOSERS SHALL COMPLY TO UBC SECTION 1004.2 7. PROVIDE INTERNATIONAL SYMBOL OF ACCESS SIGNAGE ADJACENT TO DOOR 8. ALL DOOR HARDWARE SHALL COMPLY WDH UBC SECTION 1106.3 DISABLED ACCESS NOTE& 1. PROVIDE CLASS I FLAME SPREAD MATERIAL ON ALL INTERIOR FINISHES IN SHAFTS. 2. PROVIDE CLASS II FLAME SPREAD MATERIAL ON ALL CORRIDORS. 3. PROVIDE CLASS III FLAME SPREAD MATERIAL ON ALL OFFICE AREAS & TOILET ROOMS. 4. PROVIDE TWO LAYERS OF 5/8" TYPE "X" G.W.B. UNDER STAIRS 5. PROVIDE LIGHTING AND' VENTILATION PER U.B.C. SECTION 1202 KEY PLAN ��� " 0 AFAR 4 cI t 1:11D 4 P ERED GLASS TEM // SIGNACE In , IF pi� PUSH BAR INSIDE PUSH BAR INSIDE lIl Q OUTSIDE ® 11 „”' .,1.," I !� OUTSIDE Q ® SfOREFONTM •O Vale Q© DOOR�(PAINT�) O DOOR A5.1 VI/ A.. EXIT DOOR HARDWARE SHALL COMPLY W/ UBC SECTION 1004.3)1 (ALL POWER DOORS SHALL COMPLY W/ UBC STD. 10.104 k ROOM FINISH SCHEDULE LANCE MUELLER 6 ASSOCIATES A R C H I T E C T 8 • A I A 130 LAKESIDE SEATTLE, WA 98122 206 3252553 DOOR TYPES 1/4 "— 1 , -0 " D z, 7( : ( ......... 0q5g CTYOFTUKVAIA JAR - 5 'tonb PERMIT CENTER FOR NOT CONSTRUCTION I AST PI nTTFn n,/9s/nn - sheet ■ ■// A7.1a -6 ) I I ( 4 '` 6 ") I I ( 4. -6..) 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I I ! . -1- -I F7.25 I H -2., g- 0 . t/ -1 c I I i #4 0 16 ° o /c EA WAY TOP ill -2.OPP 1 ! f } I #5 0 14 "o /c EA. WAY TOP - PP f K _ 1 i - J: 4F4F -J ( q p)f L� 1 1 I ,: h ` r J 2 r 1 r I j PLINTH2 r_=2.11 - €1 - I T 1 I I i J F7.75 ! l r I I L F7.75 s' B-- H I - -�_ LJ - FA F7.25 F7.25 L F8.0 C 2.1 t L J LJ F7.75 0 F7.75 (-4' -0')t' �/ `� F7.25 F7.25 T`( }P2.1 L - TYP 5 CONCRETE SLAB ON GRADE OVE, SUB -BASE PREPARED PER SOILS, REPORT. SIAS REINFORCING w/12x12 W2.9xW2_9 WWF O SLAB MID - DEPTH. TOP OF SLAB IS O REF. DATUM ELEVATION IO' -0"1(U N O.) SITE ELEV. PER CML ENGINEER ! 1 i I TYPICAL JOINTS• r - I SHRINKAGE /CON. MA -- 1 r - - , r - - I I L- --- -- -- -- I - 1 1 r - -. r - - _7 r - 1 r - -i r f - --i r- I I ! I e -_ 1 I ® I I I� 1 J I I I I I 1 L L - L - L- L - -J L J L -�, J L . - . J J F7.25 F7.25 F7.25 - - 11 F7.25 F7.75 F7.75 F7 -25 ■ J L - L- I ! I - J L_ -J L� -J F7.O5 48 F7.25 F7.25 i 7 . L'.N.O. � 1 F84 ® ® = l F6.Oz11.5 F6.Ox11.5 --- F6.Ox11.5 m F6.0z11.5 ® F6.Ox11 J C.S.J. - - - __ _-. L F6.Ox11.5 0 22 ® _ _ -- . 5 --- F6.Ox11.5 F6.Ox11.5 m - F6.Ox11.5 m - - I - F6.Ox11.5 ® r 1 5 - - - - t �L - - - -t 1 - -t 1 7 1 L - - -- - - - -1 t 1 t _i -------- 1_. 1 t 1 t > 12 _nn I I i_ 1•_n9I I ( -1' -Oil A - 7 - 1. I ( -1' -01 1 (- 1' -01 I (- 1' -0 ")i• I( -1. FOOTING SCHEDULE MARK SIZE REINFORCEMENT F3.0 3' -0' x 3' -0" x 0' -9" 4 #5 EA. WAY BOT. F4.5 4' -6" x 4' -6 x 1' -0' 5 #5 EA. WAY BOT. F5.75 5' -9 x 5' -9' x 1' -4" 5 #6 EA. WAY BOT. F7.25 7' -3 x 7' -3" x 1' -6" 7 #6 EA WAY BOT. F7.75 7' -9" x 7' -9 x 1' -8 8 #6 EA WAY BOT. F8.0 8' -0" x 8' -0 x 1' -8" 8 #6 EA WAY BOT. E6.Ox11.5 6' -0 x 11' -6 x 1' -6" #5 O 10 - o /c EA WAY BOT. #4 0 16 ° o /c EA WAY TOP FA 8' -0 x45' -0" x 2' -0" #5 0 14 "o /c EA. WAY TOP FB 0'0" x35 -T" x 2'0° 14-y8 LO BO WAY N8 O 14'o / c SHORT W AY BOT. � FTG CRIO B. C T.S. COLS THIS GRID - 31' -0" 31' -0" 12' -6 r 72' -6" F E-2.1 FTC. 11-Oi I 10' -6" p + Y",. r rt 701-6_ • p+ ` ' Q i s + I I F31. -01 C F3.0 350' -0" FOUNDATION PLAN BLDG "4" NOTES 3/32" = 1.) TOP OF SLAB ON GRADE IS AT DATUM ELEVATION 0 -0 (U.N.O.) 2.) TOP OF FTG ELEVATIONS INDICATED THUS: ( -1' -07 VERIFY w FNA CML DRWGS PRIOR CONSTRUCTION. 3.) CENTER O L TH INGS ON WALLS /COLS (U.N.OJ 4. REFER TO THIS SHEET FOR FOOTING SCHEDULE 5. REFER TO SHEET 54.2 FOR GENERAL NOTES. 6.) CONCRETE TILT PANELS SHOWN THUS: 19 REFER TO SHEET 55.1 & 55.2. REVIEWED This plan was reviewed For general ccnmrmance with she following: 31' -0 31' -0" 31' -0" r 1 TP. -3' 67 � 31' -0 NOTE: - 1.) VERIFY MINIMUM 3000psf BEARING CAPACITY w /GEOTECH PRIOR TO CASTING FOOTINGS. 2.)) CENTER A FOOTI CO/WALL TYP. U.N.O. 3.) BT LOCATIONS LL WHERE NGS FOOT ING S ARE SHOWN SHARING A COMMON BEARING AREA, CAST MONOLITHICALLY w /INDIVIDUAL REINFORCING PER SCHEDULE AND OVERLAP AS REQUIRED. Dqg 6t(g' T.S. COLS THIS GRID 12 A -2.1 TVP 0 G. IL 51.1 h , ..J � 350' -0' -- _ _ __ __ 31'-0' 31 31' 40' -0" 31' -0" 31' -0" -0" -0" 31' -0" 31' -0" 5 EO SPCS jI 5 EO SPCS 5 EQ SPCS 5 EC 6 EQ SPCS O 5 EQ SPCS 5 EQ SPCS SPCS ! SPCS 5 EC/ SPCS t.. _. 3 � : TYF 22GA BAY K j IA -3.2 w... JS \ T \ >S. r3.1 2x19 .�� !x19 _ 6d z " � A-3.1 TP r.t 4, g o N 40VG $N 184 '. 8.9k U.N.d. I z U.N.O. } r ZI OZ9 /O96 o'N'n W1 1 • W 1 • OW BELP 1 1 S OP OPEN - o : 1 L -3.1 m oZ9 /of6 •o'N'n' 04x8 1M 1 it OZ9/0£6 'O'N'n n 4C 18.9k U.N.0 z 'W9 7 AiA £I .S - ,Bl 0 10' 40VG II14Z OZ9 /O£61 9k l I du '0'N'n 1 15' -6" 6' -5 VFY 40V OZ9 /0 [ , : 5 ; 1 SN 16 v Hl4Z 40VG 5 it E � VG 5 004/009 H14Z G- k 18.9k I m nro 99 10' D . 6" CL P., 3M. 4( 40V 5N 189k N 40VG 5N 18. k 3.1 VF I H -3.4 BM J - 3.1 OPP 4 BM. { I r3. f m Moos/09t nrZ a— I -3.2 OPP ` 3 .1 +.1 LxSM 7 2 1 22 JY72zi9 M_ 12x19 m 3 �I .. 3 ZZx4lM o 5C:2 m .0 3- 3.1'�� OPP 3 -/74 9l x M _ ZZ4IM_„ _ _ -3 1 i. •f - T] - - -_ -- SC�81 I rrg 4 fl 11 004/009 H14L I I '189k U.N. OZ9 /Of61 Hl4Z '0'N11rdAl_ M - J 'l o 3 m I O" � n W 2219 ; / ' / / \ -3.1 -3 . W 1 r'.. Sfx91M I 3 r 6[Hl4Z 3. • •P 1 U.N.O. Hl4Z _ -- I 9 F SN 1'.9k ca 40VG H11, oI n nk P -3.1 W 4 G -3 .1 SI I -- roam 3.1 W \ , 18.9 -, - 40. G SN 18.9k 5N 18.9k U.N. . C_ OZ9/0£6 } ro'N'n G . 3 1 4" NORMAL ON 2 FORM W2.9xW2.9 T . WEIGHT TYPE 2GA 2 DECK WWF6 G 7N CON0. 8 /1x12 CL 14.Ok U.N.O. C-3 -i r a � 01.9 IA � O.. x i OZ9 /OE6 3 ' 7 • -3.2 OZ9 /Of6' r 40VG 5 18.9k 40VG 19k Hl4Z �I n iB.Ok U.N.O. 40VG 5N 18. k 40VG 5M 1' [Hl4Z 40VG 5 18.9k 40V SN 1 .9k IHl4Z 40VG SN 18. k 40 G SN 18.9k 3 ki YwG 7 64 '0'N'f OZ9 /Of G -3.7 SIM •0'N'n OZ9 /OE6 G�3.7 SIM 930/620 O #6 #6 10' -0" T 4 -N6 -M6 3 -#5 TYP PERIMETER - 3_#5 EXTEND'. 10' -0" BEYOND OPNGS EACH - 3 -#6 . GRID g. TO 3 -#5 EXTEND 1O' -0" 9EYOND.OPNGS EACH WAY 77P. BLDG "A" - 4- #6x80' -0" CENTER C OPNG 3 - GRID (j6 g. TO 1 1 3 -#5 EXTEND 110' -0" BEYOND OPNGS EACH/ j WAY �� WI, -1 ±- ` j 3-/j5 EXTEND 10 -0" 8�1'OND OPNGS Er1CH W4Y NP. -4 -#6 l `i '- 4 - # 6 y2 -N6 F -#6 - • 7 ADDITIONAL SLAB REINFORCING PLAN O 2nd FLOOR FRAMING PLAN BLDG "A" 1. Fi t. FlNISH FLOOR EIEV. _ TOP OF SLAB. VERIFY ALL DIMENSIONS w 4- DRWGS. SEE PLAN THIS SHEET FOR ADDITIONAL SLAB REINFORCING. 3/32" = 1' -0" 11 2-N6 � - a -M6 D 41',N3 g f'I LS V Q LS IN E Jill MAY JJl 2000 z4 REID MIDDLETON, INC. B -3.1 TYP E -3.7; TYP 3 PLCS THIS GRID sheet S1.2a ROOF DIAPHRAGM FASTENING SCHEDULE ZONE GAGE WELDS TO JOISTS & LEDGERS SIDE SEAM CONNECTION DESIGN SHEAR O1 22GA. 5 BUTTON PUNCH O 24 "oc 240 plf © , 22GA 7 BUTTON PUNCH 0 12 460 plf '� *OM 22GA 7 TOP SEAM WELD 0 12 "o /c 680 plf 8 -4 -1 TYP C -4.1 0 EL_ 0 EL 31' -0" 5 EO SPCS C6x8.2 WALL ANCHOR STRUTS O 5' -0 "o /c PER SECT. B -4.1 I 1 EL.'. 31' -0 - - i 7 14.1A 36VG SN 7.75 36VG 5N 7.75k 3 677 5 EL. 30' -64 NO 7.75k' H -4.1 TYP AR 4.2 N -4 EL 29' -1 " 31' -0 5 EC SPCS Ems' 29'- tit El. 30' -6" 36VG 5N 7.75k EL 31' -0_ 36VG 5N 7.75k IA -4.2 L3x3xq BRACE PER Q -4.1 HIS GRID (9 PLCS T TW EL430' -6 L. 30' 36VG SN 7.7 k U.N.O. _q,1 22GA TYPE HSB ROOF DECK. WELD TO FRAMING MEMBERS PER DIAPHRAGM FASTENING SCHEDULE AND APPLICABLE DETAILS. -- � t ELy294" EL. X 30' -3" d6VG 5N 7.75k 3" EL. 29' -4" 31' -0" 31' -0" 5 EQ SPCS -_� 5 EO SPCS \ EL. 29' -4" EL. v ROOF DIAPHRAGM FASTENING SCHEDULE \ '..,ELI 29' -11 F- 3.1 EL. 29' -1 5 EQ SPCS 6 EQ SPCS <33 -0 "> L - <33 -0"> 6 EXCEPT AS NOTED PER PLAN 17-4.1 -4.1 73,34 BRACE PER Q -4.1 (14 PLCS THIS GRID) �.t tw 1 v F -41 I- DIAGONAL BRACE PER SECT. F -4: (6 PLCS) ODD BAY SIM. L -4 T OPP ELI 30' -0" ROOF FRAMING PLAN H -4.1 NOTES- 3/32" = 1' -0" 1.) [ "J INDICATES TOP OF FRAMING ELEVATION (BOTTOM OF DECKING) ABOVE DATUM. 2.) < - 7 INDICATES TOP OF PARAPET ELEVATION ABOVE DATUM. 3 CONTRACTOR AND TRUSS SUPPLIER TO .VERIFY M/U WEIGHTS AND LOCATIONS. REFER TO SHEET S4.2 FOR TYPICAL MECHANICAL UNIT SUPPORT DETAILS. 4.) REFER TO THIS SHEET FOR DIAPHRAGM FASTENING REAM. TRUSS SUPPLIER NOTE: a.) LOADS: DL = 15 PSF + MECH. & SPRINKLER MAINS (4" 0 & LARGER) LL = 25 PSF NET UPLIFT = 15 PSF O ROOF b.) DESIGN JOISTS & JOISTS GIRDERS FOR MECHANICAL UNITS & SPRINKLER MAINS 4" 0 AND LARGER. c.) VERIFY WEIGHTS & LOCATIONS OF MECHANICAL UNITS SPRINKLER MAINS. d.) DESIGN JOISTS FOR ADDITIONAL 5101 FUTURE MECHANICAL LOAD PLACED O MID SPAN FOR MAXIMJM BENDING MOMENT OR O SUPPORT FOR MAXIMUM SHEAR. 0.) DESIGN JOIST GIRDERS FOR ADDITIONAL 2000# FUTURE MECHANICAL LOAD PLACED O MID SPAN FOR MAXIMUM BENDING MOMENT OR O SUPPORT FOR MAXIMUM SHEAR. I.) DESIGN ALL JOISTS GIRDERS FOR MINIMUM AXIAL COMPRESSION /TENSION =21.6 U.N.O. (NOTE 1.33 STRESS INCREASE NOT ALLOWED) (ASD DESIGN USED) g.) TYPICAL SNOW DRIFT LOAD O BLDG PERIMETER SHOWN THUS: 31' -0" 5 EQ SPCS P -4.1 THI� GRID) L3x3x;. BRAC i E PER Q- 1 (10 PLCS ) n Q -4.11 \, '---- �c TYP 7 \ , 3 ti / EL 30' -01 25psf Opsf -; 30' 3 8 SIM EL EL 30' -3" 29' -0" <36 -0 "> J w <34' -05. -/ ROOF DECK NOTES. 1.) DECKING TO BE PER GENERAL NOTE 1 1/2" TYPE HSB 38 GALV.STEEL DECKING GAGE PER WELDING SCHEDULE. 2.) PUDDLE WELD TO BE 5/8 "0 MIN. (WITH HOLDING PERIMETER NO LESS THAN 2"). 3.) AN APPROVED TESTING LAB IS TO INSPECT ROOF FOR PROPER DECK WELDING A CONNECTIONS AND ROOF IS NOT TO BE COVERED UNTIL TESTING LAB APPROVES ALL WELDING & CONNECTIONS. THE PERFORMANCE OF THE ROOF DECK DIAPHRAGM DEPENDS ON THE QUALITY OF THE WELDS TO SUPPORTS MID THE SIDE LAP ATTACHMENTS. EACH WELDER IS TO DEMONSTRATE HIS ABILITY TO PRODUCE QUALITY WELDS. TO TEST PRY A PIECE OF DECK WELDED TO THE SUPPORT. THE DECK SHOULD T E A R AND THE WELD SHOULD REMAIN SOUND. TO TESTA BUTTON PUNCH CONNECTION, AN AVERAGE SIZED MAN SHOULD BE ABLE TO STAND ON THE "MALE SIDE" FLUTE ADJACENT TO THE ATTACHMENT NEAREST MIDSPAN BETWEEN SUPPORTS, WITHOUT TT SEPARATING. ENDS OF SHEETS MUST BE LAPPED A MIN. OF 2" OVER THE SUPPORT FOR 18 GA. DECK AND THINNER. 5. DECK MUST BEAR ON SUPPORTS A MINIMUM OF 2 ". 6. PUDDLE WELD DECK TO LEDGERS, BLACKING AND DRAG MEMBERS PARALLEL TO DECK PER APPUCABLE DETAILS. 7. SEE DETAILS FOR ADDITIONAL REQUIREMENTS. 8. GRID UNES SHOWN THUS - - -- ARE DIAPHRAGM LOAD COLLECTORS PER PLAN. SEE DETAILS FOR FASTENING REQUIREMENTS. 31' -0" 31'-0" 5 EQ SPCS 36 \G 5N 7.75k OPP 36VG SN 7.75 U-14 5 EQ SPCS .a-. EL 31' -C" EL 30' EL. 30 6 E6VG 5N 7.75k 36VG 3N 7.75 <32 -0 "> TYP U.N.O. TYPICAL 5 WELD PATTERN TYPICAL 1 WELD PATTERN SIDE LAP FASTENING WELDS TO SUPPORT EL 31'_0 36VG 5N 7.75k 31 -0 5 EQ SPCS EL. 31' BUTTON PUNCH 3/16" DIAMETER BUTTON PROTRUDES NOTICEABLY INTERLOCKING UNITS SEE ROOF DECK NOTE #3. TOP SEAM WELD (TSW) CLINCH FIRST TO GET C T NACT OF LIPS 1�" LONG WELD MUST ENGAGE TOP OF INNER LEG NO SCALE \EL. 30' -9" PUDDLE WELD SEEEROOF INIMUNOTE #2 DIAMETER (NO WELD WASHER USED) C6x8:2 WALL ANCHOR STRUTS 0 5' -0 "o /c PER SECT. 8 -4.1 TYPICAL ROOF DECK CONNECTIONS 5 EQ SPCS TEL 30' -5�� \ DEVIIEWE ll l � MAY 2 4 2000 RE D MIDDLETON. INC. i i sheet 61.3a i FINISH PER ARCH. - - -- - 1 - #4 CONT. (PER PLAN) SIDE WALK PER SITE PLAN FTGS PER SCHEDULE - - 3- #6x4' -6" EA FACE - - CONT. MC CHANNEL PER SECT. H -2.1 -- o' -o" EXTERIOR GRADE PER CIVIL DwGS. HOLD 13. FOOTING PER PIAN (CENTER ON WALL U.N.O.) P.C. PANEL PER PLAN AND ELEVATIONS y " ' 0 18" o/c SLAB DOWELS 0 � SIAB. i" CONT. NON SHRINK GROUT - 2 -#5 T. & B. I - CONT. SECTION A -2.1 COMPACTED STRUCT. FILL T.S. COL. PER PLAN 5• ¢ T.S. COL. BASE PER SECT. D- 2.1 - - - - 2 -#5 CONT. - - THRESHOLD DETAIL PER ARCH. -- - - - -- SLOPE SECTION E -2.1 Wf12z30 w JI SECTION J -2.1 ALTERNATE WALL CONNECTION (STACKED PANEL CONDITION) PER PLAN S �. (PER PLAN) PER PLAN, 3/8 6xix2' -0 FLAT FE WELD TO CHANNEL NOT PLASTER 1 SIDE O PILASTER -- WTL5x86.5x3' -2 w /B -#6 HOOKED BARS. -- - VP NOTE ND REMAIER PER SECT. C -2.1 O T S. COL. & SPREAD FTG. V I T.S. COL PER I FOOTING PER PLAN AND SCHEDULE TYP SECTION F -2.1 SPACE CONNECTION 0 / PLAN BASE R PER SECT. C -2.1 / I x 2 x x z0 111 CONT- MC CHANNEL PER SCT. H -2.1 MAXIMUM SPACING & LOCATION PER FDN. PLAN SLAB PER PLAN ,- 6 x 6 - W1.4/01.4 W.W.M. CENTER IN SLAB 5/ �4 EB TES 24 "x24" PLINTH w/ 848 L 2 < 4 -!4 CH END OF P D N E 6"o /c EAC PANEL (TYP) CONT. FTG. BEYOND w /REINF. CONT. \ THRU SPREAD FTG. rc . _(PER PLAN) fN • or� 11 II, FOOTING PER PLAN 0 n (CENTER ON WALL U.N.O.) HOLD 2 - CLR. SECTION B -2.1 PER FTG. PER PLAN NOTE: SECT REM. J -2.AINDE 1 ) R 2 x 1/8" SAWN JOINT NOTE: 1.) SEE ARCH. DTLS P ER F OR SO SPEILS REPO JOI T FlNISH. 2. SOIL SUBGRADE P.C. PNL PER PNL ELEVATIONS SEE SALTEC. T OIL A -2.1 FOR #4 u TO MATCH WALL DOWELS 4 7 CO -la EXTEN COVER. D 2'-0" BEYOND DOWELS 3 - I� I, 12- RENF. PER SCHEDULE = E - CONNECTION PER SECT. L -2.1 EMBED PER SEC, L -2.1 OFFSET FLUSH w /FACE OF ELEV. PIT WALL TYP. SECTION K -2.1 ' SECTION G -2.1 MAXIMUM SPACING & LOCATION PER FDN. PLAN SLAB PER P. 6 z 6- W1.4/W1. CENTER IN SLAB BPIANCE OF DTL) PER SECT A -2.1 12 C .I.P. 2.1 WALL PER SECT. L - 3/8 WY w /ELEV. MER 6xix2' -0 FLAT R 16 CONC. PEDESTAL REINF. w/ 8 -#7 V. & #3 TIES 012 - ac 2 -f4 TOP 8" C.I.P. WALL w //4 VERT. O 16 - 0/c O C! & 4 HOR12. 0 10 o c EXTEND FTG. TOP REINF. INTO PIT PAD. WT15x86.5x1' -3 w/ 8- f7x4' -6" NOTE: ;3 SEE ARCH. DTLS. FOR SPECIAL T FlNISH. 2. SOIL SUBGRADE PER SOILS REPORT *LTV #5 0 12 "o /c EA WAY I .. EXTEND 2' -6 INTO FTG. 5/16 5/16 1/2 "0 x -Oc P LAIN BAR O 24WO/ CUT ONE END /� FLARE & GREASE SAME END AND SCHEDULE TYP. SECTION C -2.1 2 - #7 BOTT CONT. / 6x7' -0. O 12 - c /c C ENTERED ON WALL ADDED REINF. PER PLAN �I1I -1I I -1! I I1=� I=I I CONT. MCGx25.4 AA #Sx3' -0" O 12 - o /c, TYP w /g�' R 1' -0" - �= 11 =TI =11 NOTE: J.) SEE ARCH. DT. R FO SPECIAL JOINT FlNISH. 2. SOIL SUBGRADE LS PER SOILS REPORT. III= III -I..I- FOOTING PER PLAN & SCHEDULE TYP. SECTION H -2.1 } .1.-0- f . WALL PER PLAN I SHRINKAGE JOINT (S.J.) CONSTRUCTION JOINT (C.J.) CLOSURE STRIP JOINT (C.S.J.) I r R 2 }X }X12" EA SIDE rg x35x- LONG H / 6 -�5 & 4- mx8 W.H.S. O 8"o /c EA AY. 1' 4 NON SHRINK GROUT. ALTERNATE HOOKS 0 SLAB. SECTION D -2.1 -1=Y5 12 WALL w /R 5 VERT. 0 14 -o /c EA. WAY EACH FP.CE. SPACE CONN. STEP FOOTING SECTION L -2.1 P.C. PANEL 4- #5 BARS TO MATCH FIG. STEEL SPREAD FTG. SEE PLAN TEUJEWEIN MAY 2 4 2000 REID MIDDLETON, INC. P.C. PANEL PER ELEVATIONS TYP. NOTE CONTRACTOR SHORE EDGE OF HOLD _ DECK AS REVD 1z"CLR. O ALL PARALLEL WALLS, IYP. - -- PER PQ NI PER PLANI TYP. ADO 4- #4x3' -0" 2 FA. WAY CENTERED ON EMBED )1" R w/6 -)10x5" W.H.S. CENTER 0 EA. JOIST TYP. a• "R w- )1"0z5"� WHS 0 EA WAY E.S. OF PNL. JT, O L8x6x1x1' -8" BRG. SEAT 9 CONDITION © PNL. JT. DETAIL a -1 *PER PLAN EMBEDS PER ONDITION 0 PNL JT" DETAIL c -1 SECTION A -3.1 AS Sx REV g,. D DECK SUPP. ANGLE JOIST PER PLAN 1 PER 01ST MFR bxhz MIN. USE 4 - A325N BOLT 0 , 1 ; 1 1 , 117- ( 17A3= 18's ( 6k MAX.) USE 6- "0 A325N BOLTS 0 JOIST GIRDER PER PLAN) W24s (54k MAX) SECTION F -3.1 0 SECTION M -3.1 O PER PLAN VEY. SECTION S -3.1 4 CONT - Rx4-0" CENTERED O P EL JT. L#4 0 18 °o /ccL_ CHORD STEEL PER r PLAN 02 } "oc `COPE BOT. FLANGE VFY FOIST MFR LH JOIST PER PLAN L8x6x1 -10" (LLV) C'TRD. 0 EA. JOIST. TYP. WELDED WIRE FABRIC PER PLAN. EXTEND FACE PANEL, , . TYP. BM. PER PLAN H i"CLR PER PLAN PER PLANI L4 3z} C K LLV) l "m HILTI KBII KWIK -BOLTS 24 "o /c& 6 FROM ENDS (EMBED 4 ") IPER PLANI JOIST GIRDER J PER PLAN miN L3X3X } XO' - 4" w /"0 KWIK -BOLT TY, (VEY) SECTION B -3.1 SECTION C -3.1 NOTE:- CONNECTION PER SCHEDULE FAR SIDE 0 GRID B, 6 (NOT SHOWN) #4 CONT. #4 0 18 ° o /c a' -a" O CL SLAB. NP. - HORD STEEL PER PLAN 02 ° ac , CL DOWELS. -- BRIDGING & BRACING PER 01ST MFR, TYP. LH JOIST PER PLAN SECTION G -3.1 CL P.C. PNL. PER PLAN SECTION N -3.1 T.S. COL. PER PLAN NDTE: REMAINDER PER SECT. D -3.1 R PER SCHEDULE BELOW STL. BM. PER PLAN CONNECTION SCHEDULE BEAM W12 TO W16 W18 W2, TO W24 "t" {� S t0 A325N OLTS. SECTION T -3.1 = 1 •- 0 - U.N.O. PER SPECIFIC DUAL. LH JOIST PER PLAN JOIST GIRDER PER PLAN ADDED REINF. COPED SEAT PER PER PLAN r SECT. G -3.1 -. W -SECT. PER PLAN SECTION H -3.1 W -SECT. PER PLAN - "S O18" c FULL / ENx WH OF GRID �& GRID NOTE: REMAINDER PER SECT. D -3.1 JOIST GIRDER J PER PLAN W -SECT. PER PLAN - SECTION U -3.1 SECTION D -3.1 -SECT. PER PLAN - SECTION P -3.1 W16x77x0' -6 TYP. R "--- 4x } P STABILIZER TT. T.S. COL PER FDN PLAN PER PLAN } L8x6x} SL LV.) COL W'!DTH w/ 2 -} 0 BOLTS 0 4 1" STIFF R, TYP. O R x4x0' -6 w 2- 1 -5" W.H.S. 05 ". AT CL SECTION V -3.1 SECTION J -3.1 P.C. PNL. PER PLAN r - r w/ 2 -�6 06• VA AT E E A E & STUDS WELDED /'' s,/ THREADED STUDS PER JOIST SUPPLIER SECTION Q -3.1 - SECTION PER PLAN w/ x4x0' - 8 24"00' -5 W.H.S. 05 "oc AT CL CONN. PER SCHEDULE T -3.1 L CL EMBED & BEAM DT w x11 z3' 3 2 ROWS i -6 W.H.S. 09 "oc & 6"GA. (10 TOTAL) 16 "PILASTER w/ REINF. PER ELEVS. NE OF WALL BEYOND EDGE STL. PER PLAN SECTION E -3.1 SECTION K -3.1 3 20G- DS 0 \ \ -BM. PER PLAN SECTION L -3.1 PLAN } '-L #z16GAx0' -3" � w /3 -i8 EA STUD PER PLAN L6x4xl COT. /#4x ' - 0 "018'cc IF 1 4 EARINGSONT OK FLANGE) EDGE OF P.C. PANEL EMBED PER SECT. P -3. EXCEPT w/ 3- #6x4' -0 "GA SECTION R -3.1 W- SECTION PER PLAN AT CL P.C. PANEL w/ CONN. PER SECT. T -3.1 DETAIL d -1 SECTION W -3.1 PER PLAN_ LC�9� Mg 2 4 2000 REID MIDDLETNC. U 0 i ADD R 6' =4"x1' -0 1 '-- x5 WHS O 19"o /c O CL I L LEDGER O BRG WALL 6" GIRDER BRG. VFY, w/ MFR.- NON -BRG WALL PER SECT 8 -4.1 TYPICAL LEDGER SPLICE AOD 2 -#4 CONT. TIES TO W.H.S. s, TYP @ CORNERS _ -1' -6' L LEDGER :DIST SUPPI IFR NOTE PROVIDE CLEARANCE FOR KNIFE PLATE THRU GIRDER SEAT O ALL LOCATIONS PER PLAN 4$0. [PER PLAN] -- T.S. 3,z2ix g DECK 'HIM 1 PER JOIST MFR -.... (4,14 MIN.) w/ (4)- }"0 .25N BOLTS W14 - wt 6 & 64'0 & (6) - "m 03255 BOLTS W18 -W21 PER ARCH. � (-, I TS. 3x3z� 0 4'- 0 "oc -- CURTAINWALL �I PER ARCH. -' I M.A. OF WEB L.7 PER SECT. A -4 i " ER PLAN) 1' -6 "SQx EMBED R O EA. JO S? w/4 - D"0x5" W.H.S. 09 "GA.�EA. WAY P.C. PNL PER ELEV's SEE ARCH. DROSS. h<PER PLAN> SECTION A -4.1 GIRDER MFR. NOTE - COL WIDTH = MAx. DISTANCE BTWN. CL OF W.P. 3000 PER PLAN (w /ERECTION BOLTS PER SJ1) STL DECK 6 "x4 z1' -4" KNIFE R TYP. `4, S x4" z6" STABILIZER (NO WELD TO GIRDER) .7- T.S. COL. PER FDN. PLAN SECTION E -4.1 �EA FLUTE - JOIST GIRDER = 1' -0" - BM. PER PLAN R i "x9" w/4 -'} A3255 BOLTS INTO VERT. ANGLES & } "0 ERECTION BOLT 0 EA BEAM. RETURN WELD 3 ° T& B. SECTION K -4.1 O RADIUS L4x4x1 - L3z3xa BRACE 0 4' -0 ° o /c (NOT D IMEN IO WSE VARIH DIMENSION IS LESS THAN 3' -0' -- SKEWED L3x3x4 0 4' -0"o /c PERPENDICULAR TO CURTAINWALL BRACE VARIES NOTE - JOIST MFR DESIGN JOIST FOR 5.4k AXIAL TENSION/ COMPRESSION APPLIED 0 BOTTOM Cr JOIST SEAT. SPLICE R O PNLn PER DTL 2 a1 &a2 S PER PLAN -- - 1 N.A. OF ' -� CHORD BM. &' P.(E.S.) �- -� ■� �� EMBED R WIDTH w a 2-&p4x3._0. �OSTS BRG. VFY w/ WIDTH w/ O rE PNL 0 / JOIST SUPPLIER WHS 3- �y4x3' -0" O CL PNL O WHS-' KNIFE R ' 1' -0 j -KNIFE TO J.G. TOP - FLANGE � "x 4 " x 1' -4 PER ECCT A- 4.1' -L m 1 csx4x8.0 -5° PER SECT. 06 ° o /c L 5x3+ (L.L.H.) CONT. (SPLICE ONLY 0 EMBED R'S, TYP.) JOIST PER PLAN _ . _ - - -. L6x4x1x0' -10" (LL.V.) BRG. NG. TYP TYP 4" 8" 4" 3"1"x0'-- 10" SPCE R. OPTION: CONT. L ACROSS JOINT & SPLICE AT INTERIOR PER DTL. ABOVE 5x3ix CONT. E.S. L 6x4zi x i - 6" EQ. EQ. SECT. e -e SECTION L -4.1 N > " K ,LOST PER PLAN w /EXTENDED - OP CHORD. -SECT. NOTE' 0 SIM CONDITION, COPE W- SECTION PER SECT. G -4.1 & ExTEND CHORD. SECTION R -4.1 JOINT IN CONT. L Sz3 AS RE 'D. 08. EMBED 5' 5" 8" I 8 DETAIL @ P.C. PNL INTERIOR DTL. a1 (SECT. A -4.1) 4. PER PLAN EDGE OF PC PANEL RADIUS L4x4 PER R -4.1 WELD TO OUTR` - - -' T.S. 3} 2 xjlgzl' -0" OIJTRIGGE� -SECT PER PLAN - R 1 4"x2' -1D" /B- r0x6YMS 0 9"o /c & 8 2 #7 EA FACE PER PNL. ELEV. ExTEND TYPICAL WALL PIER 11ES PER PNL ELEV. FULL HT OF EMBED. #4 0 16 "o /c EA WAY HOOK 90' AROUND VERT. STEMWALL REINF. W- SECTION PER PLAN (COPE TOP FLANGE) E JOIST & EMBED L CONT. L 5z3iz} } EMBED E PER SECT. A -4.1 2- //4z2' -0" EA WAY CL O WHS PER ARCH. TOP & T SECTION S -4:1 EA SIDE r . EMBED R S. OF PNL JOINT DETAIL @ P.C. PNL JOINTS DTL. a2 (SECT. A -4.1) O 74 P.C. PNL R "x1'- 1 w/ r_� _SEEN } 0x5" WHS O 9 "o 0c EA WAY R 6 z3 w/24 ERECTION BOLTS E0. SI� OF GRID r 0LJ E JOIST PER PLAN L - COPE FLANGE FARSIDE .ONLY TOP & BUT. PER PAN r C6x8.2 /�"x WHS 0 32 "o /c O CL NOTE: - OUTRIGGER SUPPORTS FOR SCREENWALL PER SECT. D -4.2 <PER PLAN> 2- -(;yx'4 CONT. ( 1T &1B TIE6 TO WHS, TYP 4x32 (LV.) w/ M 0x5' .H.S. 6" FROM ROME W.H.S. 6" FROM END OF PNL., TYP. 4 "x6"xD' - 9° HOOK REINF. AROUND r VESTS PER SECT. P -4.7 6 I P. WALL w/(/4 VER7. O �16"1 1 E ( & �'4 EIGHT 0 12 "o /c CE (4' -O HEIGHT MAX.) #4 TO BEAM R } "x3i"x0' -9" w/3 - "0 BOLTS W- SECTION PER PLAN O � MECH. CURB SECTION B -4.1 -.._ T.S. 31 3ix} 4.-0 \ BRACE (6 PLUS O BEAM -- PER PLAN) PLAN SECTION M -4.1 0.3X3X4 BRACE UP TO ADJACENT BEAM TOP FLANGE PER SECT. Q -4.1 SIM. -, II Q -4.1 SIM ROOF JOIST PER PLAN -0438 C6x8.2 SFLAT) STRUTS O 5' -0 o/ MA c x. SP. BAS ( COPE COPE FLANG OVER Fl 2 BAYS (ES), TYP DECK PROVIDE D C K CONTINUOUS OVER 1 1ST 3 BAYS TYP. (NO JOINTS) 6y WHS OE rk PNL JT •5 TYP. SPLICE DTL. DECK SHOWN CUTAWAY FOR CLARITY. - -�_ 2 WE EA VALLEI' S5 O WALL H "0 EQ. ED. 6 - o /c BRACE PER SECT. 0 -4.1 SECTION T -4.1 V 1- R "x3,1 -0" LEDGER PER SECT. 8 -4.1 4IPER RANI:-r_ L4x4z1 /4x 3/4 "0 KWIK (EMBED 3}' .e 0 . 5PER PLAN> to ! " FRG. R w/ - m BOLTS COORDINATE w/ JOIST MFR. 1/4 T.S. COL SECTION G -4.1 SECTION N -4.1 PER PLAN g a.: 1 . ROOF DECK JOIST GIRDER SEE SECT. E -4.1 SECTION 0-4.1 T.S. W.P. I 11" MIN. (GIRDER MFR. VERIFY) FACE OF T.S. EMBED PER SECT. A -4.1 EA. SIDE OF JOINT w /SPLICE PER SECT. 8 -4.1 LEDGER PER SECT. B -4.1 dtl. <� PER PLAN> EMBED PER SECT. A -4. E4. SIDE 0 JOINT. Q CL SPACE (PNL JOINTS ONI Y) C6x8.2 STRUCT. PER PLAN CONNECT TO LEDGER PER SECT. B -4.1 CONTINUE T.S. BLK BEYOND PER SECT. D -4.1A NOW:- JOIST MFR DESIGN JOIST FOR 5.4k AXIAL TENSION/ COMPRESSION APPLIED 0 BOTTOM OF JOIST SEAT. REINFORCE GIRDER PANEL POINT AS REQ'D. FLAT BAR }1� \ EA SIDE O 24 o/c BM. PER PLAN } SECTION H -4.1 1._o- 6"o /c TYP [PER PLAN] LEDSER SECT. A -4.1 RECTION x BOIT 2 -i " ° 1 NOTE: BLK'G. REO'D WITHIN 30' -0" OF P.C. WALLS TYP. (INCLUDES C6x8.2 PER SECT. C -4.1) CONDITION @ D-4.1A ST DECK PER EEL ROOF PLAN JOIST EA SIDE PER ROOF PLAN JOIT S GIRDER PER )W -F ELAN (W- SECTION 0 SECTION D -4.1 & D -4.1 A R • x12" THRU COL w/ 2- 0 ERECTION BOLTS EA. BM. - W12x53x0' -6 TYP EA. SIDE O JOIST GIRDER WELD TO T.S. COL PER SECT. D -3.1 (GIRDER NOT SHOWN) ROOF DEC 3/16 DRAG BM. PER PLAN 0 O CONNECTION PER r SECT. G -4.1, SIM /3 IDES S v \TYP SECTION J -4.1 SECTION Q -4.1 = 1 0 \ W-SECT. PER PLAN } T.S. COL PER PLAN 2 WELDS EACH FLUTE 0 DRAG STRUTS MAY 2 4 2000 D REID MIDDLETON, INC. [PER PLAN] L3x3x3/16 PER PLAN COPE & BEND LEGS. LOCATE AT JOIST PANEL POINTS NEAREST TO BEAM QUARTER SPANS nTT,L WELDED RENE DETAIL O GIRDER EMBED - -- - EMBED R t j2 WELDED REINF_ PER GENERAL NOTES. GRIND LUGS TO FIT SHANK SNUG N -7.1 DT SCREEN WALL I PER ARCH { JOIST PER PLAN - - Lbx4z }xD - TOP CHORD PANEL POINTS (TYP.) DETAIL 2 #8 -18 SELF- TAPPING EYE SCREW. PENETRATE THRU STL. MEMBER L -� STRT U TO MAIN RUNNER TIGHT FlT. SHIM AS REQUIRED SPLICE JOIST TOP CHORD DTL7 CIR 6 i -O PER PLAN - W -SECT. PER PLAN BE 1 {x12 ". _. / m 4 7110Ala - 4 -/{ " \) }, F C DETAIL 1 - -- ► "-- - - - - SIDE SECTION A -4.2 12' -O MAX MAX SECTION C -4.2 - TS. 6x4 SUPPORT PER PLAN 45' MAX. OPEN WEB STEEL JOIST ALLOWABLE METHODS & LOCATIONS FOR SUPPORTING LOADS FROM OPEN WEB STEEL JOIST UNDERSIDE OF STEEL FLOOR OR ROOF FRAMING NOTE: SEE ARCH. FOR CEIUNG VERTICAL SUPPORT. N.T.S. TOP OF 6" CI.P WALL BEYOND -- 2- #4x2' -0" 0 / WHS. - _ -- - - -� PANEL POINTS 80T. CHORD - SEE "DIAGONAL Q1 Q \l� ® 05 BRACE DETAIL JOIST BOT. CHORD -� C E PANEL POINT J' HANG WITHIN 6" OF ANY UPPER CHORD PANEL PONT. HANG WITHIN 6" OF ANY LOWER CHORD PANEL PONT. TRAPEZE BETWEEN ANY PANEL POINTS. ADD AN ANGLE E.S. TO STIFFEN THE BOTTOM CHORD SEE DIAGONAL BRACE DETAIL. ADD AN ANGLE E.S. TO STIFFEN THE TOP CHORD SEE DIAGONAL BRACE DETAIL. NOTES: I THIS DETAIL IS APPLICABLE TO SUPPORTING MECH. EOU�PMENT, SPRINKLER DO RIOT CUT OR DRILL ANY JOIST MEMBER. PIPES, ETC. 3.) JOIST MANUFACTURER TO ACCOUNT FOR ABOVE LOADING ON JOIST DESIGN. RIGID STEEL HFAW WALL CONDUIT STRUT M O 12' -0"0 /c EA. WAY. START 6' -0" MAX. FRO EDGE OF CEIUNG AROUND PERIMETER STEEL FLOOR OR ROOF MEMBERS #12 VERT. WIRE HANGER INSIDE CONDUIT STRUT. PROVIDE ADDITIONAL END & INTERMEDIATE VERT. SUPPORT WIRE PER U.B.C. REQUIREMENTS. WHERE 1" IS GREATER THAN TEN FEET AND LESS THAN TWENTY FEET ADD (4) #12 GA: SPLAY WIRES, ONE EA., M PLANE OF EA. RUNNER. LOCATE ADDED SPLAY WIRES AT MID -HT. OF CONDUIT STRUT. r STEEL CONDUIT STRUT, SLIP R #12 GAGE IN PLACE VERT. WIRE CUT TO FlT & SHIM TIGHT TO FLOOR OR ROOF STRUCTURE & MAIN RUNNER. MAIN RUNNER CROSS UNNER (USE SEISMIC R LOCKING PIN TO FASTEN CROSS RUNNER TO MAN RUNNER. (4) #12 GA. SPLAY WIRES, ONE EA, IN PLANE OF EA. RUNNER - VERTICAL ANGLE APPROX. 45 ALL WIRES SECURED TO MAIN RUNNER WITHIN 2" OF INTERSECTION. AT EA. END OF SPLAY WIRE OR VERT. WIRE ATTACH BY LOOPING WIRE THRU HOLE IN 2" MAX rE RUNNER, CONDUIT STRUT OR THRU STRUT TO CL EYE SCREW & TWISTING WIRE TIGHT AROUND PLAY CORN. ITSELF AT LEAST THREE COMPLETE TURNS SPLAY IN 1i" TYP. TYPICAL SUSPENDED CEILING "LATERAL" SUPPORT DETAIL (ONLY) GREATER THAN 6" R 1" 1'-4"x2' -7" EA SIDE w /8 - #6 WELDED REINF. THRU PANEL PER DETAIL T E BACK TO M .U. ® TOP - - - r, B Y OTHERS 4' -0" MAX. 1 T ,N-SCREEN WALL BY OTHERS 1%- W -SECT. PER y ", PIA' DETAIL CONCENTRATED LOAD / 2 w . AO4"WHS O6 "GAOCE - R }x3"x8" , SECTION D -4.2 MECH. UNIT SCREEN SUPPORT DETAIL W alk OF ANGLE ONE L2z2x} E.S. OF JST. CONCENTRATED LOAD 1. WHERE CONCENTRATED LOADS ARE SUPPORTED BY JOISTS CHORDS AND ARE LOCATED MORE THAN 6" FROM A PANEL POINT Ck REINFORCE THE JOIST WITH AN ADDED ANGLE (ES. JOIST) EXTENDING FROM THE POINT LOAD THE THE NEAREST PANEL POINT ON THE OPPOSITE CHORD. 2) REMOVE LOAD FROM JOIST PRIOR TO WELDING ANGLE. DIAGONAL BRACE DETAIL NOTE % PROVIDE 1} 1} Y " VERIFY T.S. 4" LONG ® Iw /MECH. OTHER DECK RIB BELOW I CONT, UNIT CURB, TYP. EXTEND BM. ABOVE GIRDER NOTCH EXTEND BEAM BELOW GIRDER NOTCH R TO MATCH BEAM FLANGE WIDTH & THICKNESS OF PAIL. PONT MI" AX 6" GREATER THAN PANEL POINT N.T.S. SECTION 4X6X ! ANGLE O END, T1'P. MC6x18, TYP. UNDER UNIT CURB. STEEL JOIST PER PLAN K JOIST" PER PLAN NOTE: ADD 2x STEEL ANGLES O EA. SIDE O F JOIST, TYP 500# MAX REACTION TYP AT MECH UNITS MISCELLANEOUS MECHANICAL "d [PER PLAN] MECH. UNIT ( 1000# MAX. & CURB BY OTHERS ,}" x 1 " x }" T.S. UNDER NIT CURB ( FULL LENGTH. nP) B -4.2 U NIT SUPPORT DETAIL (UNIT WEIGHT UNDER 1000# MAX) NOTES: VERIFY SUPPORT CONAGURATION AND JOIST CAPACITY w/ SUPPLIER (TYPICAL ALL SUPPORTS) 4' CONC. CURB DIM. 4' PLAN DETAIL N. S. GENERAL NOTES THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE CODE: UNIFORM BUILDING CODE -- 1997 EDITION - ASTM'S LATEST EDITION LIVE LOADS ROOF 25 PSF (DRIFTING SNOW BASED ON 20 PSF GROUND SNOW) WIND 80 MPH, EXPOSURE C FLOOR 100 PSF ON JOIST 8 DECK, 50 PSF + 20 PARTITIONS ON GIRDERS, COLUMNS & FOOTING SEISMIC ZONE 3 FOUNDATION THE FIXIMA WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 3000 PSF IN ACCORDANCE WITH SOILS REPORT E -8806 DATED 8 - -99 AND SUPPLEMENTAL LETTER DATED 11 -18 -1999 PREPARED BY EARTH CONSULTANTS. PREPARE THE SITE PER SOILS ENGINEER'S RECOMMENDATIONS. BEAR ALL FOOTINGS AND SLABS ON PROPERLY PREPARED NATIVE SOILS OR ON COMPACTED STRUCTURAL FILL, SEE SOILS REPORT. COMPACT ALL STRUCTURAL FILL AND BACKFILL PER SOILS ENGINEER'S RECOMMENDATIONS DETERMINE MAXIMUM DENSITY BY ASTM D -1557. EXTEND ALL EXTERIOR FOOTINGS 18 MIN. BELOW FINAL FINISHED GRADE. SEE ARCH. AND SOILS REPORT FOR SLAB ON GRADE LRJDERLAYMENT. SLABS ON GRADE THE SLAB ON GRADE FOR THIS PROJECT IS TYPICAL OF THAT IN OTHER BUILDINGS CONSTRUCTED IN THIS AREA WITH SIMILAR FLOOR LOADINGS AND SOIL CONDITIONS. THE SLAB HAS NOT BEEN DESIGNED FOR ANY SPECIFIC LIVE LOAD (INCLUDING CONSTRUCTION LOADS) AND HAS BEEN DETAILED TO MEET LOCAL INDUSTRY STANDARDS FOR SIMILAR BUILDINGS. THE OWNER OR HIS REPRESENTATIVE HAVING REVIEWED THESE DRAWINGS PRIOR TO START OF CONSTRUCTION IS AWARE OF THE PROBLEMS WHICH MAY ARISE WITH THESE SLABS AND ACCEPTS THE RESPONSIBILITY THEREOF. REVIEW WITH THE SOILS ENGINEER ANY CONSTRUCTION LOADINGS ON THE SLAB AND SOILS BELOW. TAKE NECESSARY MEASURES TO INSURE THAT THE SLAB AND SOILS BELOW WILL NOT BE EFFECTED OR DAMAGED BY CONSTRUCTION LOADING. CAST-IN-PLACE-CONCRETE F'c = 3000 PSI FOR ALL CAST -IN -PLACE FOOTINGS AND SLABS -ON- GRADE. F'c = 5000 PSI FOR ALL TILT -UP PRECAST WALL PANELS. ULTIMATE STRENGTH DESIGN METHOD USED. CONCRETE MAY BE PROPORTIONED ON THE BASIS OF FIELD EXPERIENCE AND TRIAL MIXTURES OR BY WATER - CEMENT RATIO AS DESCRIBED IN CODE. SUBMIT MIX DESIGN AND DATA AS REWIRED FOR EACH METHOD. IF WATER - CEMENT RATIO METHOD IS USED, MAXIMUM WATER - CEMENT RATIO SHALL CONFORM WITH TABLE 19 -A -7 OF UBC. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH TIE [IBC AND ACI CODE 318. PROPORTION AGGREGATE TO CEMENT TO PRODUCE A DENSE WORKABLE MIX WITH 4' MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. SEE SPECIFICATIONS FOR ADMIXTURES. PROVIDE 5% + 11/2% TOTAL AIR CONTENT FOR CONCRETE EXPOSED TO FREEZING AND THAWING EXPOSURES. LIMIT WATER - CEMENT RATIO TO .45 AND USE TYPE V CEMENT WHERE CONCRETE IS EXPOSED TO SOIL CONTAINING WATER SOLUBLE SULFATE IN EXCESS OF .2 %. ADD NO WATER AT l SITE, WATER REDUCING OR SUPERPLASTICIZING ADMIXTURES MAY BE USED TO INCREASE - SCREEN PER \ ` SPECIFICATIONS FOR CURING 3/4" CHAMFER ALL EXPOSED CONCRETE EDGES UNLESS WORKABILITY WITHOUT INCREASING WATER - CEMENT RATIO OF DESIGN MIX SUBMITTAL. SEE L SECT. C -4.2 t INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. } PRECAST PANEL NOTES 1. PANEL ELEVATIONS SHOW INSIDE. FACE. 2, CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FORMING PANELS. 3. PROVIDE ADDITIONAL HORIZONTAL REINFORCING PER PANEL ELEVATIONS AT OPENINGS WITH HORIZONTAL TRIM BARS EXTENDING 2' -0" BEYOND EDGE OF OPENINGS. VERTICAL TRIM BARS TO RUN FULL LENGTH. 4. PI LIFTING STRESSES ARE TO BE CHECKED BY THE CONTRACTOR WHO SHALL PROVIDE REINFORCING STEEL AS REWIRED FOR HANDLING AND ERECTION. USE STRYAGBACAS AS REWIRED AT EXCESSIVE PANEL OPENINGS. 5. PROVIDE 3/4" CHAMFER ,T ALL EXPOSED CORNERS UNLESS OTHERWISE INDICATED ON ARCHITECTURAL DRAWINGS. 6. PROVIDE 3 COATS ASPHALTIC PAINT OR A 3" MINIMUM CONCRETE COVER AT ALL CONNECTIONS EXPOSED TO EARTH OR WEATHER. 7. PROVIDE 3/4" NON - SHRINK GROUT BETWEEN BOTTOM OF PRECAST PANELS AND TOPS OF FOOTINGS. 8. DEP REVEAL STRIPS TO ES W SEE ARCHITECTURAL DRAWINGS FOR LOCATION. LOCATION. VEFY ALL PANEL THICKNESSES WITH ARCHITECTURAL DRAWINGS. 9. PANEL CONNECTIONS FOUND ON SHEETS -5.2. 10. PROVIDE 1/2" CLEARANCE BETWEEN PRECAST ELEMENTS UNLESS NOTED OTHERWISE. 11. SHOP DRILL (1/4; DIAMETER) AIR RELEASE HOLES IN EMBEDMENTS AT 6 o/c AS REWIRED IN ORDER TO DISPLACE ANY VOIDS IN FORMWORK. 12. REMOVE ALL WELD SLAG AROUND EMBEDIENTS EXPOSED TO WEATHER AND SAND - BLAST, dtl. W12x16 (6PLCS) r r REINFORCING STEEL USE DEFORMED CONCRETE REINFORCING STEEL CONFORMING WITH ASTM A615, GRADE 60 REINFORCING: (fyA0.000 psi). LAP CONTINUOUS REINFORCING BARS 36 BAR DIAMETERS, 2' -0" MINIMUM, UNLESS NOTED OTHERWISE. PROVIDE CORNER BARS (2' -0" MIN. BEND) FOR ALL HORIZONTAL REINFORCEMENT- DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF FABRIC TO CONFORMTWITH ASTM REII RFORCING " TO COMPL DYWIRE WITH STANNMO ACI FDOKS EXCEPT STIRRUPS AND TIES SHALL HAVE 135 DEGREE ACI SEISMIC HOOKS. COVER TO REINFORCEMENT: NON PRESTRESSED CAST -IN -PLACE CONCRETE (INCHES) CAST CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 FORMED SURFACES EXPOSED TO EARTH OR WEATHER #6 AND LARGER 2 #5 AND SMALLER 1 -1/2 NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SLABS, WALLS. JOISTS 14 AND LARGER 1 -1/2 #11 AND SMALLER 3/4 BEAMS, COLUMNS PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1 -1/2 PRESTRESSED CAST -IN -PLACE CONCRETE (APPLIES TO PRESTRESSED AND NONSTRESSED REINFORCEMENT, DUCTS AND END FITTINGS) CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 FORMED SURFACES EXPOSED TO EARTH OR WEATHER SLABS, WALLS, JOISTS 1 OTHER MEMBERS 1 -1/2 NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SLABS, WALLS, JOISTS 3 / 4 BEAMS OLWNS PRIMA REINFORCEMENT 1 -1/2 TIES, STIRRUPS, SPIRALS 1 REBAR DOWEL INSTALLATION DRILL HOLES FOR DOWELS IN ACCORDANCE WITH GROUT MANUFACTURERS RECOMMENDATIONS. BLOWHOLE CLEAN WITH OIL FREE COMPRESSED AIR. FILL DOWN HOLES WITH A MEASURED AMOUNT OF HILT[ HY -150. INSERT REBAR AND SECURE UNTIL GROUT HAS REACHED ITS INITIAL CURE_ ALL WORK SHALL BE BY PERSONNEL EXPERIENCED IN THE USE OF THIS PRODUCT. AND IN ACCORDANCE WITH ICBO REPORT NO. 5193. REMFORCiiG STEEL WELDING USE ASTM A706 GRADE 60 (fy = 60000 psi) FOR ANY REINFORCING THAT IS TO BE WELDED. FOLLOW PROCEDURES OF ANSI /AWS D1.4 -92. "STRUCTURAL WELDING CODE - REINFORCING STEEL '. USE .E 80XX LOW HYDROGEN ELECTRODES CONFORMING TO ANSI /AWS A5.1 OR A5.5. DO NOT WELD REINFORCING IF TEMPERATURE IS BELOW 32 DEGREES FAFREN MAINTAIN A MINIMUM PREHEAT AND INTERPASS TEMPERATURE OF 50 DEGREES IT FOR ND. 7 THROUGH NO.11 BARS.. DO NOT WELD NO. 14 AND NO.18 BARS. OX NAT WELD NOT WELD WITHIN 3- INCHES OF BENDS. LET BARS COOL NATURALLY TO AMBIENT TE WEPATUiE AFTER WELDING;. DO NOT QUENCH. USE WABO CERTIFIED WELDERS. PROVIDE SPECIAL INSPECTION PER CODE. SUBMIT MILL CERTIFICATES. STRUCTURAL STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' AND THE "CODE OF STANDARD PRACTICE '. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: STRUCTURAL STEEL ASTN A -36 (Fy= 36;000 PSI) TUBE SHAPES ASTM A -500, GRADE B (Fy= 46,000 PSI) PIPE SHAPES ASTM A -53, TYPE E OR S. GRADE B Fy= 35,000 PSI) WELDHEAD STUDS ASTM A -108 Fy= 50,000 PSI) ANCHOR BOLTS ASTM A -307 HIGH STRENGTH BOLTS ASTM A -325 BASE PLATE GROUT ASTM C -1107 ALL STRUCTURAL STEEL BOLTED CONNECTIONS ARE ASTM A -325 TYPE N CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON -SLIP CRITICAL AND BOLTS NEED BE TIGHTENED "SNUG TIGHT" ONLY. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A -325. BOLTS TN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" (11/13/85). PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS PER UBC TABLE 19D FOR .CONCRETE AND UBC TABLE 21N FOR MASONRY, UNLESS SHOWN OTHERWISE. ALL WELDING TO CONFORM WITH AWS D1.1 "STRUCTURAL WELDING CODE - STEEL ". WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. ALL MELDS BY WAN CERTIFIED WELDERS. USE LOW HYDROGEN FILLER METAL WITH A MINIMUM TENSILE STRENGTH OF 70 KSI. ALL WELDED JOINTS SHALL BE AWS PREQUALIFIED. MELDHEAD STUDS (NHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT AS REQUIRED BY MANUFACTURER. CONCRETE EXPANSION ANCHORS - "HILT[ KWIK BOLTS" - INSTALL IN ACCORDANCE WITH ICBO REPORT NO.4627 . MASONRY ANCHORS - HILT[ SLEEVE ANCHORS" - INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. COORDINATE WORK WITH JOIST MANUFACTURER. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. STEEL JOIST Nk JOIST GIRDERS DESIGN AND FABRICATE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS, K- SERIES, FOR LONGSPAN STEEL JOISTS, LH- SERIES AND DEEP LONGSPAN STEEL JOISTS, DLH- SERIES. AND FOR JOIST GIRDERS" AND RECOMMENDED CODE OF STANDARD PRACTICE FOR STEEL JOISTS AND JOIST GIRDERS ", STEEL JOIST INSTITUTE (SJI). PROVIDE BRIDGING AND CAMBER AS REQUIRED BY STANDARD SPECIFICATIONS. DESIGN JOISTS AND JOIST GIRDERS FOR ALL LOADS': SHOWN ON PLANS OR AS REQUIRED. DESIGN TOP CHORDS FOR DRAG LOADS AS NOTED. DESIGN WEB MEMBERS FOR IN PLANE SHEAR FORCES AS NOTED. ONE THIRD INCREASE MAY BE USED FOR LATERAL LOADS IN COMBINATION WITH GRAVITY LOADS ONLY WHEN SPECIFICALLY NOTED ON PLANS. VERIFY ALL MECHANICAL, ELECTRICAL, AND OTHER SPECIAL. LOADS WITH MECHANICAL, ELECTRICAL, AND OTHER SPECIAL SUB - CONTRACTORS. PROVIDE SPECIAL CONNECTIONS AS SHOWN OR REWIRED. MANUFACTURER SHALL DESIGN END SUPPORTS FOR SHORT BEARING LENGTH AS REQUIRED. �q 0 �3g SUBMITTAL SHALL INCLUDE: BILL OF MATERIAL, PLACEMENT PLANS, CALCULATIONS AND SJI PLANT APPROVAL. A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT IS TO BE BUILT SHALL STAMP AND SIGN THE CALCULATIONS. THIS SAME ENGINEER SHALL REVIEW THE PLACEMENT PLANS TO ASSURE CORRELATION BETWEEN PLACEMENT PLANS AND CALCULATIONS. PLACEMENT PLANS SHALL SHOW MARK NUMBER, ORIENTATION AND LOCATION OF ALL PIECES. INCLUDE ALL DESIGN LOADS, BRIDGING AND BRACING REQUIREMENTS, SPECIAL CONNECTIONS AND BEARING DETAILS. DO NOT BEGIN FABRICATION UNTIL SUBMITTAL HAS BEEN REVIEWED. OBTAIN WRITTEN APPROVAL TO FABRICATE PRIOR TO SUBMITTAL OF CALCULATIONS. CONTRACTOR WILL BE RESPONSIBLE FOR ANY DISCREPANCIES BETWEEN BILL OF MATERIAL AND CALCULATIONS. COORDINATE WORK WITH STRUCTURAL STEEL FABRICATOR. MANUFACTURER SHALL BE A SJI APPROVED PLANT WITH AT LEAST 5 YEARS EXPERIENCE. ON COMPLETION OF THIS WORK SUBMIT 2 COPIES OF THE FINAL REVISION OF THE SHOP DRAWING PLANS FOR THE ENGINEER'S AND OWNER'S PERMANENT RECORD. STEEL ROOF DECK VERCO HSB -36 - 1 -1/2" HIGH X 36" WIDE GALVANIZED STEEL ROOF DECK, CONFORM WITH ASTM A653 SO GRADE 33, MINIMUM YIELD 38 KSI WITH G60 GALVANIZED COATING. MATERIALS AND INSTALLATION SHALL ALSO CONFORM WITH ICED REPORT 2078P. SEE PLAN FOR DECK GAGE AND CONNECTIONS. SEE ARCH. FOR PRIME PAINT REQUIREMENTS. MINIMUM EFFECTIVE FUSION AREA OF PUDDLE WELDS MUST BE 3/8" BY 1" OR 1/2" DIAMETER. SEAM WELDS MUST BE A MINIMUM OF 1 -1/2 ". COMPLY WITH AWS D1.3. USE NO CONCRETE CONTAINING ADMIXTURES OF CHLORIDE OR CHLORIDE SALTS ON ROOF DECK. USE VERCO SHEARTR WERE ERE INDICATED ON PLAN. OTHER ROOF DECKS AND ATTACHMENT PATTERNS MAY BE CONSIDERED PROVIDED THEY HAVE AN EQUIVALENT DIAPHRAGM STRENGTH AND STIFFNESS AND GRAVITY LOAD CAPACITY. STEEL FORM DECK STEEL FORM DECK SHALL BE VERCOR FORMLOK OR APPROVED EQUAL CONFORMING WITH ASTM 446, GRADE A, Fy= 33,000 psi WITH G60 GALVANIZING PER ASTM A525. USE 22 GA. W3 FORMLOK; 1 =0.718 IN4, S =0.418 IN3. CONNECT TO SUPPORTS WITH 4 PUDDLE WELDS PER SHEET ACROSS EACH SUPPORT AND 12" 0/C AT SUPPORTS PARALLEL TO SPAN. SIDE LAP FASTEN WITH BUTTON PUNCH AT 24" 0 /C. USE NO CONCRETE CONTAINING ADMIXTURES OF CHLORIDE OR CHLORIDE SALTS ON FORM DECK. LIGHT GAGE STEEL FRAMING AS NOTED ON PLANS. 14 & 16 GAGE SHALL CONFORM TO ASTM 446, GRADE D. 18 GAGE & LIGHTER SHALL CONFORM. TO ASTM 446, GRADE A. LIGHT GAGE FRAMING TO HAVE THE FOLLOWING MINIMUM PROPERTIES: CALLOUT SIZE GAGE [(IN4) 5(IN3) A(IN2) 3 -5 /88 3- 5/8X20 3- 5/801 -5/8 20 0.5275 0.2546 0.2373 6520 6X13/8 20 1.7120 0.4954 0.3125 PROVIDE BRIDGING PER MANUFACTURER'S STANDARDS. ELEVATORS ELEVATOR SUPPLIER TO PROVIDE ALL NECESSARY CALCULATIONS /ND ELEVATOR DESIGN DRAWINGS TO THE CITY OF TUKWILA. THE DRAWINGS ARE TO INCLUDE THE MACHINE BEAM, BUFFER AND RAIL REACTIONS TO THE STRUCTURE. THE DRAWINGS AND CALCULATIONS ARE TO BE REVIEWED BY ENGINEERS NORTHWEST TO VERIFY THAT THE STRUCTURE CAN WITHSTAND THE IMPOSED LOADS PRIOR TO THE SUBMITTAL TO THE CITY. LOADS THAT INCLUDE IMPACT ARE TO BE SO IDENTIFIED. WINDOW WALLS WINDOW WALL SHOP DRAWINGS WITH CALCULATIONS, ALL STAMPED AND SIGNED BY A LICENSED WASHINGTON STATE STRUCTURAL ENGINEER, SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL SHOW ALL ADDITIONAL FRAMING, BRACING, CONNECTIONS, ETC., REQUIRED FOR WINDOW WALL SUPPORT, A LETTER SHALL. BE SENT TO THE CITY FROM ENGINEERS NORTHWEST STATING THAT THE SHOP DRAWINGS AND CALCULATIONS FOR THE WINDOW WALLS HAVE BEEN REVIEWED AND ARE COMPATIBLE WITH THE BASIC STRUCTURE. SUSPENDED CEILINGS CEILING SYSTEMS AND THEIR CONNECTIONS TO THE BUILDING STRUCTURE SHALL BE DESIGNED AND CONSTRUCTED TO RESIST THE LATERAL FORCES SPECIFIED IN THE UNIFORM BUILDING CODE. INSPECTIONS INSPECTIONS ARE TO BE PER UBC CHAPTER 17 AND ARE TO BE. BY AN INDEPENDENT TESTING LAB. FOUNDATION: CONCRETE: INSPECT FOOTING EXCAVATIONS AND PROVIDE COMPACTION TESTS. TAKE CONCRETE CYLINDERS AS REQUIRED BY CODE, VERIFY SLUMP, STRENGTH, AIR CONTENT, PLACEMENT OF CONNECTIONS AND ANCHOR BOLTS. VERIFY THAT ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. CHECK FOR REQUIRED COVER, SIZE, GRADE, AND SPACING. COPY OF ICBO REPORT FOR ANCHORS OR ADHESIVE SYSTEM USED MUST BE AVAILABLE AT JOB SITE. VERIFY ANCHORS OR ADHESIVE SYSTEM INSTALLATION IS IN ACCORDANCE WITH REPORT. PER AWS, SECTION 6. INCLUDES WELDING OF REINFORCING AND DECK. INSPECT THE FOLLOWING PRIOR TO WELDING: PERSONNEL QUALIFICATIONS, WELDING PROCEDURES, WELDING EQUIPMENT, WELDING CONSS, BASE METAL QUALITY, JOINT HAS PI PREPARATION AND FIT -UP, PREHEAT, WELDING CONDITIONS. DURING WELDING INSPECT THE FOLLOWING: TACK WELD QUALITY, WELD PROCEDURES, INTERPASS TEMPERATURES, CONSUMABLE CONTROLS. INTERPASS CLEANING, VISUAL INSPECTION. MDT, IF REQUIRED. AFTER WELDING INSPECT THE FOLLOWING, IF REQUIRED: CONFORMITY TO PLANS AND SPECIFICATIONS, CLEANING, VISUAL INSPECTION, NOT, REPAIRS INSPECTION, POST WELD HEAT TREATMENT, DOCUMENTATION. NDTIIS REQUIRED FOR ALL COMPLETE PENETRATION WELDS -SHOP & FIELD. VISUAL INSPECTION IS REQUIRED FOR ALL OTHER FIELD WELDS. VERIFY THAT DECK SIZE AND GAGE IS PER PLAN. INSPECT ALL PUDDLE WELDS AND SIDE SEAM CONNECTIONS. VERIFY CERTIFICATION OF WELDERS. VERIFY THAT STUDS ARE PROPERLY INSTALLED BOTH IN FIELD AND ON SHOP FABRICATIONS. INSPECTION SHALL INCLUDE BENDING A MINIMUM OF TWO STUDS AT EACH SET UP IN ACCORDANCE WITH TRW NELSON'S RECOMMENDATIONS. SHOP DRAWINGS SUBMIT 2 SETS OF PRINTS AND 1 SET OF REPRODUCIBLE SEPIAS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: STRUCTURAL STEEL, MISCELLANEOUS STEEL, REINFORCING STEEL, STEEL JOISTS AND GIRDERS, ROOF AND FLOOR DECKING AND CURTAIN WALLS. SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. CONC. EXPANSION & MASONRY ANCHORS & DRILLED IN DOWELS: WELDING: ROOF DECK: WELDHEAD STUDS: NOTE TO MECHANICAL AND ELECTRICAL TRADES CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS AND SHALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR APPROVAL PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. ALL DETAILS OF CONNECTIONS TO THE STRUCTURE FOR EQUIPMENT SHALL BE BY THE SUPPLIER OF THAT EQUIPMENT. IF THE BUILDING DEPARTMENT REQUIRES A SUBMITTAL REGARDING THE DESIGN OF THESE DETAILS, IT WILL ME THE RESPONSIBILITY OF THE EQUIPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL. ABBREVIATIONS ARCH. = ARCHITECT B. OR BOT. = BOTTOM BTWN. = BETWEEN BLDG. = BUILDING C.I.P. = CAST IN PLACE CUR. =CLEAR CNTR. = CENTER CONC. = CONCRETE. CONT. = CONTINUOUS CONTR. = CONTRACTOR DIA. = DIAMETER EA. = EACH EL. OR ELEV. = ELEVATION E.N.W. OR ENW = ENGINEERS NORTHWEST E.F. = EACH FACE E.W. = EACH WAY F.O.C. = FACE OF CONCRETE F.O.P. = FACE OF PLYWOOD F.O.S. = FACE OF STUD F.O.W. = FACE OF WALL FIG. = FOOTING H. OR HORIZ. = HORIZONTAL I.F. = INSIDE FACE INC. = INCLUDING KB = KWIK BOLT L.L.H. = LONG LEG HORIZONTAL L.L.V. = LONG LEG VERTICAL M.A.S. = MASONRY (CLAY OR CMU) M.R.S = METAL ROOF SUPPLIER. N.F. = NEAR N.T.S. = NOT TO SCALE O.F. = OUTSIDE FACE OPNG. = OPENING O.T.O. = OUT TO OUT PAIL. = PANEL REINF. = REINFORCING R.O. = ROUGH OPENING SW = SHEARWALL SIM. = SIMILAR SYMM. = SYMMETRICAL T. = TOP T.O.F. = TOP OF FOOTING T.S. = TUBE STEEL TYP. = TYPICAL AT ALL SIMILAR PLACES U.N.O. = UNLESS NOTED OTHERWISE V. OR VERT. = VERTICAL V.I.F. = VERTICAL INSIDE V.O.F. = VERTICAL. OUTSIDE FACE W/ = WITH MAY 2 4 2000 J REID MIDDLETON, INC. U Jtl 0 O LrT1 \1z RO9 Q ›"I o U E-1 czt Z 3 z z a) • 32'-0" ttP. U.N.O. (TOP OF 2x R) -. #4 „f1 , TYP TO MATCH VERT. REINF. 1 - #7 EA FACE 3 -b5 EA FACE (TYP. ® 5 PIERS) 0 3,' -0" #4 VERT. ® 16 "o /c EA FACE BEGIN 2" FROM EDGE OF OPNG. #4 ® 12 "o /c FACE EXTEND TO FARSIDE OF PIERS (NO HOOK) -- 2 -#7 (1 EA FACE) r_ J O 2 -#7 ( EA FACE) 0 31' -0" -- 1 -$7 EA FACE 1 5 FACE (TYP. ® EA 2 -6" & 3' -0" PIERS) B -5.2 TYP REINF. PER 0- TYP 31' -0" 0 NORTH ELEVATION t = 9= TYPICAL i " = 1 -0" 1.) REFER TO ALL APPLICABLE SECTIONS /DETAILS FOR ADDITIONAL REINFORCING & PANEL EMBEDS /CONNECTIONS NOT SHOWN. 2.) VIEW FROM INSIDE 3.) REFER TO ARCH. DRWGS FOR ALL REVEALS/FORMLINER REGIONS /SLOPED SILLS ETC. 31' -0" m NORTH ELEVATION t = 9}" TYPICAL i " = 1.-0" 1.) REFER TO ALL APPLICABLE SECTIONS /DETAILS FOR ADDITIONAL PANEL EMBEDS /CONNECTIONS NOT SHOWN. 2.) VIEW FROM INSIDE 3.) REFER TO ARCH. DRWGS FOR ALL REVEALS /FORMLINER REGIONS /SLOPED SILLS ETC. D 1 EAST ELEVATION t = 91" TYPICAL i " = 1 1.) REFER TO ALL APPLICABLE SECTIONS /DETAILS FOR ADDITIONAL PANEL EMBEDS /CONNECTIONS NOT SHOWN. 2.) VIEW FROM INSIDE 3.) REFER TO ARCH. DRWGS FOR ALL REVEALS /FORMLINER REGIONS /SLOPED SILLS ETC. m —® REID MIDDLETON, INC. r H V1 h+l C!] ti sheet 4 115• -0 "1 V 1 1 0 " -0- J 4 4 115' -0 "1 115 - 0 "1 10' —o" I VARIES �i PER PLAN 3 — #6 EA 6 8" #4 TO MATCH HORIZ. REINF. T(P. ---' 16 "416" PILASTER TYP —0" I J -2.1 N � 32 4 T0 9 . U.N.O. (TOP OF 2. k.)... TO HAIGH VERT. RONF. 1 — #7 EA FACE 3 — #5 EA FACE (TYP. 0 5 PIERS) - -- - 3" -0' #4 VERT 0 16 ° o /c EA. F ACE BEGIN 2' FROM EDGE OF OPNC. FARSOIDE 2 EA FACE TO PIERS (NO HOOK . 0 2 — #7 (1 EA FACE) n 2 — #7 1 EA FACE) 30' -0' 10" 9 SPCS 0 3' -0" 0 = 7 }' 34' -0" 31' -0" To "I REINF. PER 15 0 99 0 -- °4 0 14"0/ U.N.O. WAY. EA FACE U. - DOWELS PER SECT. K -3.7 - EMBEDS PER SECT. J -2.1 (10 PLCS) D -5.2 8 — # 6 31' 0" 3' —O 31' —O" REINF. PER E 23 SOUTH ELEVATION 1.) REFER TO ALL APPLICABLE SECTIONS /DETAILS FOR ADDITIONAL PANEL EMBEDS /CONNECTIONS NOT SHOWN. 2.) VIEW FROM INSIDE 3.) REFER TO ARCH. DRWGS FOR ALL REVEALS /FORMUNER REGIONS /SLOPED SILLS ETC. — # EA ACE 6 —72 3 — #6 EA FACE - -- 20' -0" N -41 101' 3 r#4 0 14 "o /c EA WAY. EA FACE U.N.O. - DOWELS ER 'SEC i. � P-1111 =9}" C -5.2 TYPICAL INTERIOR WALL ELEVATIONS 31' -0" SOUTH ELEVATION t = 91" TYPICAL B = 1. -0 " 1.) REFER TO ALL APPLICABLE SECTIONS /DETAILS FOR ADDITIONAL PANEL EMBEDS /CONNECTIONS NOT SHOWN. 2. VIEW FROM INSIDE 3. REFER TO ARCH. DRWGS FOR ALL REVEALS /FORMLINER REGIONS /SLOPED SILLS ETC. REMAINDER OF REINF. PER LA t = 91" TYPICAL A— i w J -2.1 7 SPCS 0 2' -6" I I 1' -3" 1 -3 "', 7 SPCS 0 2' -6" \ 1 I1' -3" -- EMBEDS PER L EMBEDS. PER SECT. G -2.1 & M -2.1 ® (e CT. J-21 (8 PLCS) 5 — #5 EA FACE _j �— EXTEND TIES PER 1. SECT. A -5.2 . k1 3' —O' MIN REINF. PER 15 • PER ELEVATION HOLD 20'-0" (3 E END) 1 OUTSIDE FACE S ECTION A -5.2 PER ARCH. HOLD 1+�" CLR PER ARCH. # TIES 0 SPACING PER TABLE EXTEND 3' -0" ABOVE & BELOW OPNG. EXCEPT AS NOTED PER APPLICABLE DETAIL 0 GRID 6 & 7 (DO NOi PLACE 0 REVEAL) , PER ELEVATION PRIMARY REINF. PER ELEV. EXTEND TO FAR END OF PIERS & HOOK, PLACE O INTERIOR SIDE OF VERT. PIER REINF. SURFACE ACE WALL I,I TYPICAL BR BETWEEN PRIMARY VARIATIONS --.— — PRIMARY REINF. PER ELEV. � EXTEND TO FAR END OF PIERS & HOOK. PLACE 0 INTERIOR SIDE OF VERT. PIER REINF. SECTION B -5.2 }" = 0 #4 TIE SPACING UPPRE LEVEL I 6'o /c LOWER LEVEL ) 4 "o /c 0 0 0 0 0 r • 3' -0" LAP CLR 0! I # O 14 "o /c EA WAY 0 rE 0 - REINF. PER ELEV. 0 SPACING TO MATCH 0 PILASTER BELOW OR 6 IF NO PILASTER 3.1= i 3 1 BELOW #3 0 6 "o /c FULL HT. ALTERNATE HOOKS _ (NOT APPLICABLE O PILASTERS.) SECTION C -5.2 i " = 1 -O" #4 =0 14 "o /C TO MATCH WALL HORIZ. REINF. 3 - #6 EA FACE INTO WALL ABOVE 14LL 10 6 LINE OF WALL FULL HT. OF \ ABOVE PILASTER w/3 O 3'o /c O TO (START 2" FROM TOP) 16'x16' PILASTER ALTERNATE CROSSTIE HOOKS. TO 2nd FLR. SECTION D -5.2 2 — #4 TOP BOT. WEST ELEVATION t = 91" TYPICAL i " = 1' -0" 1.) REFER TO ALL APPLICABLE SECTIONS /DETAILS FOR ADDITIONAL PANEL EMBEDS /CONNECTIONS NOT SHOWN. 2.) VIEW FROM INSIDE 3.) REFER TO ARCH. DRWGS FOR ALL REVEALS /FORMUNER REGIONS /SLOPED SILLS ETC. TYPE ® CONN. OUTSIDE FACE 0 Z2x2x 1x0' -6" "14x3x45x7" w /2— "0x4 WHS 04 "GA -- R z x0' -7" 0z4' WHS IV" TYPE OB CONN. m IJ [I Ma a OUTSIDE FACE 4 TIES DO NOT PLACE 0 REVEAL) OUTSIDE FACE VERT. JAMB REINF. PER ELEVATION HORIZ. REINF. PER ELEVATION i' HORIZ. REVEAL SHAPE PER ARCH. TYP. WALL. PANEL JAMB DETAIL © REVEAL O H o W z o N et u . 0 W O a �' H (1) ^ T E"d z 1� REINF. PER 15 REINF. PER 15 REINF. PER 15 ' o_ REINF. PER t5 A T _ 0-- �'a J 0 � 261 r —� .._ _ 1 4 115• -0 "1 V 1 1 0 " -0- J 4 4 115' -0 "1 115 - 0 "1 10' —o" I VARIES �i PER PLAN 3 — #6 EA 6 8" #4 TO MATCH HORIZ. REINF. T(P. ---' 16 "416" PILASTER TYP —0" I J -2.1 N � 32 4 T0 9 . U.N.O. (TOP OF 2. k.)... TO HAIGH VERT. RONF. 1 — #7 EA FACE 3 — #5 EA FACE (TYP. 0 5 PIERS) - -- - 3" -0' #4 VERT 0 16 ° o /c EA. F ACE BEGIN 2' FROM EDGE OF OPNC. FARSOIDE 2 EA FACE TO PIERS (NO HOOK . 0 2 — #7 (1 EA FACE) n 2 — #7 1 EA FACE) 30' -0' 10" 9 SPCS 0 3' -0" 0 = 7 }' 34' -0" 31' -0" To "I REINF. PER 15 0 99 0 -- °4 0 14"0/ U.N.O. WAY. EA FACE U. - DOWELS PER SECT. K -3.7 - EMBEDS PER SECT. J -2.1 (10 PLCS) D -5.2 8 — # 6 31' 0" 3' —O 31' —O" REINF. PER E 23 SOUTH ELEVATION 1.) REFER TO ALL APPLICABLE SECTIONS /DETAILS FOR ADDITIONAL PANEL EMBEDS /CONNECTIONS NOT SHOWN. 2.) VIEW FROM INSIDE 3.) REFER TO ARCH. DRWGS FOR ALL REVEALS /FORMUNER REGIONS /SLOPED SILLS ETC. — # EA ACE 6 —72 3 — #6 EA FACE - -- 20' -0" N -41 101' 3 r#4 0 14 "o /c EA WAY. EA FACE U.N.O. - DOWELS ER 'SEC i. � P-1111 =9}" C -5.2 TYPICAL INTERIOR WALL ELEVATIONS 31' -0" SOUTH ELEVATION t = 91" TYPICAL B = 1. -0 " 1.) REFER TO ALL APPLICABLE SECTIONS /DETAILS FOR ADDITIONAL PANEL EMBEDS /CONNECTIONS NOT SHOWN. 2. VIEW FROM INSIDE 3. REFER TO ARCH. DRWGS FOR ALL REVEALS /FORMLINER REGIONS /SLOPED SILLS ETC. REMAINDER OF REINF. PER LA t = 91" TYPICAL A— i w J -2.1 7 SPCS 0 2' -6" I I 1' -3" 1 -3 "', 7 SPCS 0 2' -6" \ 1 I1' -3" -- EMBEDS PER L EMBEDS. PER SECT. G -2.1 & M -2.1 ® (e CT. J-21 (8 PLCS) 5 — #5 EA FACE _j �— EXTEND TIES PER 1. SECT. A -5.2 . k1 3' —O' MIN REINF. PER 15 • PER ELEVATION HOLD 20'-0" (3 E END) 1 OUTSIDE FACE S ECTION A -5.2 PER ARCH. HOLD 1+�" CLR PER ARCH. # TIES 0 SPACING PER TABLE EXTEND 3' -0" ABOVE & BELOW OPNG. EXCEPT AS NOTED PER APPLICABLE DETAIL 0 GRID 6 & 7 (DO NOi PLACE 0 REVEAL) , PER ELEVATION PRIMARY REINF. PER ELEV. EXTEND TO FAR END OF PIERS & HOOK, PLACE O INTERIOR SIDE OF VERT. PIER REINF. SURFACE ACE WALL I,I TYPICAL BR BETWEEN PRIMARY VARIATIONS --.— — PRIMARY REINF. PER ELEV. � EXTEND TO FAR END OF PIERS & HOOK. PLACE 0 INTERIOR SIDE OF VERT. PIER REINF. SECTION B -5.2 }" = 0 #4 TIE SPACING UPPRE LEVEL I 6'o /c LOWER LEVEL ) 4 "o /c 0 0 0 0 0 r • 3' -0" LAP CLR 0! I # O 14 "o /c EA WAY 0 rE 0 - REINF. PER ELEV. 0 SPACING TO MATCH 0 PILASTER BELOW OR 6 IF NO PILASTER 3.1= i 3 1 BELOW #3 0 6 "o /c FULL HT. ALTERNATE HOOKS _ (NOT APPLICABLE O PILASTERS.) SECTION C -5.2 i " = 1 -O" #4 =0 14 "o /C TO MATCH WALL HORIZ. REINF. 3 - #6 EA FACE INTO WALL ABOVE 14LL 10 6 LINE OF WALL FULL HT. OF \ ABOVE PILASTER w/3 O 3'o /c O TO (START 2" FROM TOP) 16'x16' PILASTER ALTERNATE CROSSTIE HOOKS. TO 2nd FLR. SECTION D -5.2 2 — #4 TOP BOT. WEST ELEVATION t = 91" TYPICAL i " = 1' -0" 1.) REFER TO ALL APPLICABLE SECTIONS /DETAILS FOR ADDITIONAL PANEL EMBEDS /CONNECTIONS NOT SHOWN. 2.) VIEW FROM INSIDE 3.) REFER TO ARCH. DRWGS FOR ALL REVEALS /FORMUNER REGIONS /SLOPED SILLS ETC. TYPE ® CONN. OUTSIDE FACE 0 Z2x2x 1x0' -6" "14x3x45x7" w /2— "0x4 WHS 04 "GA -- R z x0' -7" 0z4' WHS IV" TYPE OB CONN. m IJ [I Ma a OUTSIDE FACE 4 TIES DO NOT PLACE 0 REVEAL) OUTSIDE FACE VERT. JAMB REINF. PER ELEVATION HORIZ. REINF. PER ELEVATION i' HORIZ. REVEAL SHAPE PER ARCH. TYP. WALL. 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QMI■ I • ■iril■■ ■►E1■■\Ea9■■EEAIENlOEIII irIII �1► ■\ ■■■■: aY ■ ■■►�1■I / I ate y I r t �tr�TX��"-`T_`_'l� mom _PH,ASE 2 m 7 7 `I - i= _ 1 _ `• FOO o fir \`F I I 1 ���° V✓ T "orm LUater Facilit WM\�raI ne *lsr .1®I --1 e i i ■iormu■remi■■��■■■ma■■ ■ " 11 �ia� ►a ■■■R - �■■■IM■■■■ �■■■PPI g re - T9 0 , IL o - ,74, / ai4 lv ' ,s � .:. fi r4 -2♦ Z/ / l r �/!�O:STITI F RI ni nI`I� .n� Front Entru Planting TUe�. .. ill ■ ' Entry Planting - Typ. See Enlargment this tUotlanci Area CO 126TH STREE`'' SOUTH 124TH STREET 11 DSCAPE retaining wall O 0 Not Use Astilbe in place or \ Nosta For South Exposure at Building 'B' Front Entry Planting - Typ. r = 10' -0 Note: Use 1 -losta - inxzlace --sF 4stiIbe_f_or N th Exposure ` at.- Building 'A' iiitts04427 241=1 MIME 41 0 Rear Entry Planting - Typ. Nif 1 q443g LANDSCAPE PLAN 1 "=30" landsscape��� kcMlecWre �erabgnen>•al Plemw:d 30' 60' 90' gT1lj 0.2 2329 Ea9t Metlison SL Seattle, Weshin 98112 (206 322 -1732 120' aD OF TUMNILA (n1'11 :TATS STATE TCN PERMIT CENTER PFC}ifTECT Bl1PirAlE NO. 821 LANDSCAPE LEGE ! D SYMBOL BOTANICAL NAME O O 0 Deciduous Trees Acer rubrum 'Red Sunset' Liriodendron Tulipifera Pyrus calleryana 'Aristocrat' Platanus acerifolla Acer circinatum vine Maple Acer ginna la 'Flame' Flame Amur Maple Corns kousa chinensis Korean Dogwood Fraxinus latifolia Oregon Ash Populus trichocarpa Black Cottonwood Prunus serrulata 'Shirotae Mt. Fuji Flowering Cherry Evergreen Trees ThuJa plIcata Pinus sylvestrls Pseudotsuga menziesii Chamaecyparis o. 'Gracllis' Pinus contorts Landscape Notes: I. ALL NEW LANDSCAPE AREAS ARE TO BE WATERED WITH AN AUTOMATIC WATER CONSERVING IRRIGATION SYSTEM, 2. ALL NEW SHRUB AND GROUNDCOVER AREAS ARE TO BE MULCHED WITH A MINIMUM 2" DEPTH OF SPECIFIED MULCH. 3. WHERE GROUNDCOVER IS PROVIDED, IT SHALL BE PLANTED AT THE SPECIFIED SPACING INCLUDING AREAS UNDERNEATH TREES AND SHRUBS, 4. SAVE AND PROTECT EXISTING- LANDSCAPE SHOWN TO REMAIN, 5. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. COMMON NAME CONDITIONS / REMARKS Red Sunset Maple Tulip Tree Aristocrat Pear London Plane Tree Western Red Cedar 6 -8' ht. full and bushy to base, BeB. (12 -14' height In 'South Buffer' Area) Scots Pine 6 -8' ht„ full and bushy to base, 545. Douglas Fir 6 -8' ht., Full and bushy to base, BaB. 112 -14' height In 'South Buffer' Area) Nino, Cypress 6 -8' ht., full and bushy to base, B(B. Shore Pine 6 -8' ht., NII and bushy to base, B<B. DECIDUOUS TREE I/2" dia. BLACK RJBBER HOSE 12 GA, WIRE l3i 2X2 DF, STAKES INTO SUBGRADE 2 SPECIFIED MULCH FINISH GRADE PULL BURLAP OFF TOP 1/3 OF ROOTBALL PLANTING BACKFILL BREAK UP SIDES AND BOTTOM OF PIT. Typical Deciduous Tree Planting not to scale ht., evenly headed btwn, 5 - 6', well branched, matche n pecimens, BEB. Min.: -3/4" cal„ iO' ht„ evenly headed btwn. 5 -0', well - branched, matched specimens, Be6. (3" caliper In 'South Buffer' Area) O Mtn. (3)1/2" cal. trunks, 6' min. ht. well - branched, BeB. Min, (3) 1/2" cal. trunks, 6' min. ht. well - branched, B<B. 1 -3/4" caliper, matched specimens, min 10' ht„ full well branched, 545 I -1/2" cal. Full, BeB, (2" cal. In 'South Buffer' Area 1 -1/2" cal., well - branched, O45 2" cal., full, BEB base grafts only SYMBOL 0 0 O 0 a 0 0 0 0 BOTANICAL NAME COMMON NAME Large / Medium Shrubs Berberls thunbergil Euonymus alatus 'Compacts' Ilex cornuta 'Burfordil' Ilex crenata 'Convex, Myrica californica Nandlna domestics Osmanthus delavayii Pieris japonica Prunus lusltanica Rhododendron 'Unique' Med. Yellow Rhodie Viburnum tins 'Spring Bouq' Laurustinus Native / Wetland Shrubs Corms writes Holodiscus discolor Mahonla aquifolium Rhysocarpus capitatus Rosa physocarpa Sallx scoulerlana Symphoricarpus albus Viburnum edule Small Shrubs Abelta g. 'Edward toucher' Edward Goucher Abelia Berberis g . 'William Penn' Ilex crenata 'Green Island' Viburnum davidii Pinus mug 'Hugo' Osmarea burkwoodif Prunus I. 'Otto Luyke-ns' Splraea B. 'Anthony Waterer' Cletus hybrldus Japanese Barberry Burning Bush Burfo Holly Japanese Holly Pacific Wax Myrtle Heavenly Bamboo Osmanthus Pieris Portugal Laurel Redtwlg Dogwood Ocean Spray Tall Oregon Grape Pacific Ninebark Clustered Rose Sitkd Willow Snowberry High Bush Cranberry William Penn Barberry Japanese Holly David's Viburnum Mugo Pine Fragrant Osmarea Otto Luykens Laurel Red Splrasa White Rockrose Typical Conifer Tree Planting not to scale CONDITIONS / REMARKS Min. I5-24" ht., Full and bushy, cont. or 045 Min. I5-24" ht., Full and bushy, cont. or 040 10 -24" ht., Full and bushy, cont. or 040 Min. 12 -15" ht., Full and bushy, cont. or 040 Min. 30 -30" ht., Full and bushy, cont. or 040 Min. I5-24" M., full and bushy, cont. or BEB Min_ 10 - 24" ht.. Full and bushy, cont. or 040 I5-24" ht., Full and bushy, cont. or 640 Min. 30 -30" ht., full and bushy, cont. or 540 Min. 10 -24" spread, full and bushy, cont. or 640 Min. 18 -24" ht., full and bushy, cont. or 040 Min. 21 -24" ht., min. (3) canes, full and bushy, cont. or 045 Min. 24 -30" ht., Full and bushy, cont. or 040 Min. 15 -15" ht., full and bushy, cont. or 640 Min. 15 -18" ht., full and bushy, cont. or 040 Min. 15 -10" ht., full and bushy, cont. or 040 Min. 15 -18" ht., full and bushy, cont. or BEB Min. I5 -I5" ht., full and bushy, cont. or BEB Min. I0 -24" ht, Full and bushy, cont. or 040 Min. 15 -IS" ht., full and bushy, 040 or cont. Min. 12 -15" ht., full and bushy, BEB or cont Min. 12 -15" ht., full and bushy, B*B or cont. Min, 15 -18" ht., min. I5-24" spread, Will and bushy, 650 or cont. Min. 12 -15" ht., full and bushy, 540 or cont. MIn. 15 -10" ht, full and bushy, BeB or cont. Min. 15 -I5" ht., min, I5-24" spread, full and bushy, BeB or cons. Min. 15 -18" ht., full and bushy, 046 or cont. In" height, 36" o.c. trlang. spacing O Typical Shrub Planting not to scale SYMBOL �j �GO I 1 I e BOTANICAL NAME COMMON NAME CONDITIONS / REMARKS Groundcover Arctostaphylos uva -ursl vinca minor 1- ledera helix PLANT SHRUBS AT SAME GRADE AS NURSERY Native Groundcover Mix Gaultheria sha lion Mahonla nervosa Polystichun munitum Perennial Accents Astilbe chlnensis 'Pumlla' Costa siebold. 'Elegans' Geranium endressii 'Wargrave Pink' Seeded Lawn Existing Hypericum FOLD BACK or REMOVE BURLAP 2" DEPTH SPECIFIED MULCH FINISH GRADE B < B or cONT, AS SPECIFIED PLANTING BACKFILL Kinnickinnick Vinod English ley 4Oe Sa la 30% Mahonia 30% Sword Fern Surveyed Locations of Existing Trees Pink Meadowsweet Plantain Lily Perennial Geran lum Existing Vegetation to be Retained St. John's Wort 6(5 g 4" pots at 24" o,c, Groundcover to be planted throughout all pita beds where groundcover Is indicated Incl. areas beneath trees and shrubs I gallon pots at 36" on center. Full and bushy plants. Group In clusters of 30 -100 like species. I g al. pots at 30" on center. Well- rooted. I g a l. pots at 24" on center. Well- rooted. I gal, pots at 15" on center. Well- rooted. Weisman ?esignGroup Lzndvzpe 2329 East Metlieon 5t. Io Plannilg seeitle w X 981 32 OF TUTS cm R of rulcwltn 41N nut) STATE OF WASHINGTON PERMITCENTER RE a� �• <�.;' ARCHITECT G � N 0 a 0 C 0 W V 2 - 0 sheet L1.02 d � IIIII �:: 1111 — ..a■■■■■■■■■■■■■■■i■■■■■■■■. ►� gJlluar■■■■■■■■wl • BUILDING .iN■■■■ ■■ ■■■■�■■�E■1■ EN■■■■■■■ NU 11111 1<■■■■■■■■■■E ■11■ N (1,184 sf regulated) to I> OVESV I EW PLAN SCALE: I" = 40' 1 �_ `_ "_'_','.,` `• PHASE I • ' _ WETLAND A�, ` . " ,f — _1 f PHASE I I 0 -sf re - -• I - , -f / l / 1 v 1 I I 1 - 1 - - - I — — PROPERTY LINE WETLAND BOUNDARY BUFFER BOUNDARY WETLAND FILL (4,468 sf, regulated) (174 sf non - regulated) '. CREATED WETLAND i'ol (11841 sf) LEGEND 40 80 ENHANCED WETLAND BUFFER (15' MIN) (6,101 sf) %/, /a, EN ROAGHMENER(456 sf) WETLAND BUFFER REPLACEMENT (484 sf) ENHANCED STORMWATER FAGILITIES (25p01 sf) \\ cig—o North NOTES I. TOPOGRAPHY, BASE d CIVIL INFORMATION PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS, INC. - 18215 Tind AVENUE SOUTH - KENT, WASHINGTON 48032 - 425.251.6222. 2. SITE PLAN PROVIDED BY LANGE MUELLER d ASSOGIATES, 130 LAKESIDE, SUITE 250 - SEATTLE, WASHINGTON 48122 - 206325.2553. 3. SEE SPECIFICATIONS FOR DETAIL PERTAINING TO IMPLE- MENTATION OF THIS PLAN. VICINITY MAP ITCVW k ,IUI PERMIT CLArEk N Project z z ▪ O - z U! ll.l } 0 F— -J LL - ' IY 7, ▪ tri - H z 0 x WI 111 fat 0563 Date 5 -30 -00 Scale 1 " =40' Designed SO Drawn `0 Checked JA, SO Approved Sheet # Al .0 ®L06 WEIR DETAIL (tip.) NTS. 15" min. dia. cedar or fir log, bark Intact with a declined (upstream) tapered notch, 4" deep. Notch to be 24" wide on upstream sIde of log and 12" wide on downstream side of log. ,J Ova �� 4 Qi�i�iY�i Secure 20m1 PVC Ilner to log by wrapping I" X 2" cedar board with liner. Attach Iiner- wrapped board to weir elevation with 4" long galvanized nails, 6" on- center. FLOW -2' TALL ROCKERY - TIE TOP OF WALL INTO SIDEWALK GRADE, AND BOTTOM OF WALL INTO THE MITIGATION AREA PER THIS PLAN. SEE CIVIL PLANS FOR ROCKERY DETAIL. SAVE EXISTING TREES Key liner Into subgrade a min. of 12 and backflll with topsoil GRAD I N6 PLAN SCALE: I" = 20' Secure log Into bank and mchor with 1 -2 person rock. — Place 1 -3" round rock on down stream side of log to a depth of 6 ". l b" elevation drop b" topsoil - Compacted subgrade soil Secure log In place with two 3/4 "X 6' (typ) rebar placed at 24" from end of log. O DOWNSTREAM LON6I TUD I NAL SECTION Topsoil backfIII Native soil — ?V1 11 11 1111 R 1E y,. 1111lei�ieiii @! t i� �r N N 3' min. S 4 Plantings I person ro — I -3" round rock i ,lir �f/1 t 2c \ ter Topsoil backfili N 0 10 20 40 15" dia. min. X 15' long cedar or fir log Secure log h place with two 3/4" x 6' (trip rebcr 24" from end of log. • o 3 SAT ROOSTI N6 BOX DETAIL N.T.S. N.T.S. SWA . OW NES DIMENSIONS: B A ROOF, II "XIO° B BACK, 5 CC, SIDES, 8 "X22" IN BACK AND &"X111/4 IN FRONT E FRONT, 5 "X19 I/4" F FIRST PARTITION, B "XI I" 6 SECOND PARTITION, 8"X12" H THIRD PARTITION, ,5"X13" SPACING BETWEEN PARTITIONS, FRONT TO SACK: 3/4 ", 3/4 ", I ", 1 3/4" PERSPECTIVE SECTION NOTES I. ATTACH BOXES ONTO THE TRUNK OF AN I6" 0 DIA. LIVE TREE. 2. HANG BOXES AT LEAST 15' ABOVE THE GROUND IN A LOCATION WHERE ENTRY 15 UNOBSTRIIGTEO AND BATS HAVE EASY ACCESS •1TH 6000 SOUTHEAST EXPOSURE. 3. CONSTRUCT BOXES OUT OF I" (3/4" ACTUAL SIZE) THICK ROUGH -SAWN CEDAR 4. USE ONLY GALVANIZED NAILS. ox DETAIL I" OVERHANG ON THREE SIDE FOUR I/4° DRAIN HOLES ON FLOOR NOTES I. ALL 140017 TO BE I" THICK ROUGH -SAWN CEDAR 2. HEIGHT ABOVE GROUND TO BE AT LEAST 15 FEET. ® N PIGAL SNAG DETAIL 12" min. 12" FINISHED ELEVATION l -iii =l HINGED TOP TO FACILITATE ANNUAL MAINTENANCE ATTACH TO TREE OR SNAG WITH THREE 1/4 "X3" STAINLESS STEEL SCREWS I/4 "X4" AIR VENTILATION NOTCH AT TOP OF ONE SIDE 01?0,3" NOTES. I. SNAG 15 TO HAVE A MINIMUM OF EIGHT BRANCHES, EVENLY DISTRIBUTED AROUND THE TRUNK. 2. MINIMUM BURIAL DEPTH OF 2595. 3. SNAG TO BE INSTALLED AS NEAR TO VERTICAL AS POSSIBLE. 4. BACKFILLIN6 AFTER SNAG PLACEMENT TO BE COMPACTED. CEDAR OR FIR TREE, 12" DBH MIN., WITH AT LEAST FIVE MAIN BRANCHES. BACKFILL WITH EXCAVATED SOILS NATIVE SOILS N 11/4" CRUSHED ROCK E R ED CRT OF TU . JU 11 PERMIT CENTER V 6 Z I li Date 5 -30 -00 Scale Designed SO Drawn VT Checked JA, 50 Approved Project #I 5 0553 _ Sheet # I".0 .AAz INTO ANT) iNTO Er A4 SEE *Or nYs, / Ow�.zl p. QO 6 - - -1 PLANT SCHEDULE TREES SYMBOL SCIENTIFIC NAME COMMON NAME AGER GIRGINATUM AGER MAGROPHYLLUM FRAXINUS LATIFOLIA MALU5 FUSGA , : " PICEA SITGHEN515 t,F POPULUS TRIGHOGARPA PSEUDOTSUGA MENZIESII 5 SALIX LASIANDRA THUJA PLIGATA BUFFER SEED MIX - also apply above elevation 16.5 in stormwater pond area. COMMON NAME • • Ilcatlon rate •er acre 100% TRIFOLIUM REPENS PLANT ARUV FROM THE SIDEWALK EDGE 1 TO 10' IN TOWARD THE STORMWATER POND ALONG THE NORTH, EAST, AND WEST SIDES OF THE POND AREA. EXi <,;.,,.IN(. - T_:.,_S.. PLANTING PL AN SCALE: I" = 20' VINE MAPLE BIG -LEAF MAPLE OREGON ASH WESTERN GRABAPPLE SITKA SPRUCE BLACK COTTONWOOD DOUGLAS FIR PACIFIC WILLOW WESTERN RED CEDAR WHITE GLOVER SIZE MIN 5' HT. S HT. 5' HT. 5 HT. 5' HT. 5' HT. 5' HT. FASGINE5 5' HT. Il 10 21 2q 10 14 24 IF 31 SPAGIN6 AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN BEE, MULTI -STEM (3 MIN.) BEE, 5 BRANCHES MIN. BBB, 5 BRANCHES MIN. 515, 5 BRANCHES MIN. 134B, FULL B BUSHY BIB, 5 BRANCHES MIN. BEE, FULL B BUSHY SEE DETAIL BELOW B45, FULL 4 BUSHY 10# SEED MIX 120# WILBUR ELLIS FERTILIZER 14 -14 -14 50% IBPIU, or equiv. 2000* ERO -FIBER WOOD FIBER MULCH, or equivalent SHRUBS 4 GROUNDCOVERS NOTES SYMBOL SGIFNTIFIG NAMF 10 20 40 0 ARA/ ARCHTOSTAPHYLOS UVA -URSI KINNIKINNIGK GORNU5 SERIGEA HOLODISCUS DISCOLOR MAHONIA AQUIFOLIUM OEMLERIA CERASIFORMIS PHYSOGARFUS GAPITATUS RIBES SANGUINEUM (3— ROSA PISOGARPA SALIX SCOULERIANA SYMPHORIGARPOS ALBUS 0 VIBURNUM EDULE WETLAND SEEP MIX - also apply I' above and below elevation 15.5' In stormwater pond. Aoollcation rate oer acre % SEED SCIENTIFIr, NAME 50% CAREX OBNUPTA 30% 6LYCERIA OGGIISENTALIS 10% 1l1NGU5 TENUIS 30% SOIRPUS MIGROGARPUS SET TREE STRAIGHT AND ROOTBALL ON SOLID GROUND OR ON COMPACTED BACKFILL_ BACKFILL PLANTING HOLE FULL WITH NATIVE SOIL, TAMP SOIL TO STABILIZE ROOTBALL GUT AWAY MIRE, STRING, AND BURLAP. DO NOT DISTURB ROOTBALL. AMEND BACKFILL AS NOTED IN TFE SPECIFICATIONS. MULCH 3" DEEP 24" DIA RING PER SPECS. COMMON NA RED-OSIER DOGWOOD OGEANSPRAY TALL OREGON -GRAPE INDIAN PLUM PACIFIC NINEBARK FLORERIN6 RED CURRANT CLUSTERED ROSE SCOULER WILLOW SNOWBERRY HIGH -BUSH CRANBERRY COMMON NAME SLOUGH SEDGE WESTERN MANNAGRASS SLENDER RUSH SMALL- FRUITED BULRUSH O 545 TREE DETAILS (trap) ROOT BALL DIAMETER 7 /J � PASGINE DETAIL AND INSTALLATION NT S. PREPARE FASGINE: CIGAR SHAPED BUNDLES (8 ° - 10" DIA), OF LIVE SALIX LASIANDRA WHIPS WITH ENDS ALTE.NATING, TIED 12 -15' O.G. BUNDLES ARE B' IN LENGTH. NOTE: INSTALLATION SEQUENCE BEGINS AT TOP OF SLOPE ON DIAGRAM AND PROCEEDS DOWNSLOPE, FOLLOWING STEPS I THROUGH 5. I. STAKE ALONG SELECTED ELEVATION. l� 2. TRENCH ABOVE STAKES TO A DEPTH 5TH' S IIU:�Q OF 1/2 -213 DIA OF BUNDLE. j:� � L 3. PLACE BUNDLE IN TRENCH. yi nn 4. ADD LIVE SALIX SCOULERIANA STAKES �d4 THROUGH AND BELOW BUNDLE AT 23' ' 9c ��H 41 SPACING. . 9 6. 5. :A 1 = VER FASCINE WITH TOPSOIL. TAMP I FIRMLY. FASCINE TO BE ABOUT US ABOVE GRADE WITH 10 -20% LEFT OF FASCINE EXPOSED. SECTION CONTAINER SHRUB DETAIL (typ.) N . T . S . - 1 4 .' tr =ir. �J1 =11:. Ie.t :f Y�� =n r Ir= U gh=itair.=ir. ==:x B. 1: 1=n= arar. =n =ii -n- 2 TIMES T BALL DI e1 4" POT lb" HT. IS" HT. Ib" HT. IS" HT. Ib" HT. 15" HT. Ib" HT. WHIP IS" HT. Ib" HT. 10# SEED MIX 120# WILBUR ELLIS FERTILIZER 14 -14-14 50% IBPU, or equiv. 1000# ERO -FIBER WOOD FIBER MULCH, or equivalent SEE PLAN 100 52 III 57 IO7 46 176 141 107 32 18" O.G. 3' O.G. 4' O.G. 3' O.G. 4' O.G. 4' O.G. 3' O.G. 3' O.G. I' O.G. 3' O.G. 4' O.G. FINISH GRADE. SET SHRUB STRAIGHT AND PLACE ROOTBALL ON SOLID GROUND OR ON COMPACTED BACKFILL. BACKFILL PLANTING HOLE 1/2 FULL WITH NATIVE SOIL, TAMP SOIL TO STABILIZE ROOTBALL, DO NOT DISTURB ROOTBALL. AMEND BACKFILL AS NOTED IN THE SPECIFICATIONS. FINISHED GRADE. FULL I BUSHY 2 GAL., 3 CANE MIN. 2 GAL., 3 CANE MIN. 2 GAL., FULL I BUSHY 2 GAL., 3 CANE MIN. 2 GAL., 3 CANE MIN. 2 GAL., 3 CANE MIN. 2 GAL., 3 CANE MIN. 3-1/2" dia., 4' whips 2 GAL., 3 CANE MIN. 2 GAL., 3 CANE MIN. 2 "x2" HEMLOCK/FIR STAKES, LOCATED OUTSIDE OF ROO"BALL . FASTEN 1414 GAUGE GALV. WIRE AND 1/2" NEW VINYL HOSING. STAKE WITH NO EXPOSED WIRE ENDS. NEITHER STAKE OR WIRE MAY TOUCH TREE TRUNK. STAKE HEIGHT MUST BE AT LEAST 5' FROM FINISHED GRADE. PLACE 3" OF BARK MULCH IN SAUCER TO WITHIN 3" OF THE TRUNK. REMOVE CONTAINER OR PULL BACK TOP PORTION OF BURLAP FROM ROOTBALL PRIOR TO PLACEMENT IN PLANTING PIT. FORM WATER DAM AROUND TREE WITH SOIL TO HOLD WATER. EXCAVATE HOLE 3 TIMES RIDER THAN ROOTBALL. SCARIFY SIDES OF PLANTING HOLE. MAKE SURE HOLE HAS GOOD DRAINAGE. EXISTING NATIVE SOIL OR NEWLY PLACED TOPSOIL. \ ®�/ GUTTING PLANTING DETAIL `iJ \ N.T.S. .. .? .`` G `4 \?S 4i`` OW .4e(4 C , IJ\J GAVATE HOLE 2 TIMES WIDER THAN ROOTBALL. HOLE HAS GOOD DRAINAGE. V ` ` , � Ij �` � ` � � y��l j��ij 7`7 SCARIFY SIDES OF PLANTING HOLE. MAKE SURE � Ij�I � ` If•I�I� ` N `� I.` �I.,,,,(j``�j ' EXISTING NATIVE SOIL OR NEWLY PLACED � �� C` " ���I� \�`'� • • TOPSOIL. \ `0.�•. • PL ANTINe NOTES I. PLANT TREE 4 /OR SHRUB 1 /2" Hi611ER THAN DEPTH GROWN AT NURSERY. 2. FOR CONTAINER TREES 4 /OR SHRUBS, SCORE FOUR SIDES OF ROOTBALL PRIOR TO PLANTING. BUTTERFLY ROOTBALL IF ROOT GIRDLING IS EVIDENT. 3. AFTER PLANTING, STAKE TREES ONLY IF NECESSARY (leasing or drooping) OR IN EXPOSED AREAS. 4. TREE STAKES TO BE VERTICAL, PARALLEL, EVEN - TOPPED, UNSCARRED AND DRIVEN INTO UNDISTURBED SUBGRADE. REMOVE AFTER ONE YEAR 5. WATER IMMEDIATELY AND THOROUGHLY, GREATER AT FIRST, 2 or 3 TIMES PER WEEK THROUGH THE DRY SEASON, THEN LESS UNTIL ESTABLISHED. 6. FERTILIZE ALL TREES AND SHRUBS WITH AN APPROVED SLOW RELEASE FERTILIZER APPLIED AT MANUFACTURERS SUGGESTED RATES (see Specifications). T. ALL PLANTING PITS SHALL . BE AMENDED WITH A SOIL MOISTURE RETENTION AGENT TO ASSIST IN KEEPING THE SOIL MOIST DURING THE DRY SEASON. og USE A 24" STEEL BAR OR MARLIN SPIKE AT LEAST I/2" DIA. AS A PILOT WHEN PLANTING CUTTINGS IN DENSE OR GRAVELY SOILS. INSERT SPIKE TO A MIN. OF 12 ". INSERT GUTTING IN HOLE AND TAMP SOIL AROUND BASE. NOTES. I. CUTTINGS SHALL BE SALIX SCOULERIANA SPECIES (see Planting Schedule). 2. CUTTINGS SHALL BE AT LEAST 1/2" DIA. AND 4' IN LENGTH. 3. CUTTINGS MUST BE ALIVE WITH SIDE BRANCHES CLEANLY REMOVED AND BARK INTACT. CUTTINGS SHOULD BE PLANTED WITHIN 24 HOURS OF GUTTING. 4. THE BUTT ENDS SHOULD BE CLEANLY CUT AT AN ANGLE FOR EASY INSERTION INTO THE SOIL. THE TOP SHOULD BE CUT SQUARE OR BLUNT. 5. CUTTINGS MUST BE FRESH AND KEPT MOIST AFTER CUTTING. THEY SHOULD BE PRUNED AND INSTALLED THE SAME DAY. INSERT CUTTINGS MANUALLY INTO PILOT HOLE TO A DEPTH OF AT LEAST 12 ". LEAVE A MIN. OF 24" OF CUTTING ABOVE GROUND SURFACE TO ALLOW FOR SUCGCJIIUL SPROUTING OF LEAVES. RECEIVED CITY OF TUKWILA PERMIT CENTER O Z ,, W V■ K ▪ vI !1-t I — I -- .mil fa IL V O 0_ ▪ : T 0 RI Ilu -' La Date 5 -30 -00 Scale I " =J0' Designed 50 Drawn Sr Checked JA. SO Approved Projec Sheet # I5.O SPEC I I GAT I ONS PART 1 - GRADING SPECIFICATIONS GRADING SCHEDULE All earthwork within the mitigation areas should be completed by August 31 to ensure adequate establishment of grass seed. All exposed ground shall be seeded immediately upon completion of grading, structure, and irrigation installation. Planting should occur anytime between December 1 and March 31' to take advantage of bare - root plant material (see Planting Specifications below). GENERAL SITE CONDITIONS Landscape Contractor shall give AOA a minimum of ten (10) days notice prior to intention to proceed with construction. No construction work shall commence until there is a meeting between the Client, AOA, and participating Landscape Contractor. The approved plans and specifications shall be reviewed to allow parties Involved to understand the intent and the specific details related to the construction documents, specifications, and site constraints. field survey Locations of existing utilities have been established by fi a or obtained from available records and should be considered approximate only and not necessarily complete. It is the sole responsibility verify the accuracy of utility Contractor to: 1 independently e f the Landscape Y Y Y () Pe Y locations and (2) discover and avoid any utilities within the mitigation area not shown which may be affected by implementation of this plan. Such areas are to be clearly marked in the field. AOA shall resolve any conflicts with the approved grading plan prior to start of construction. Construction must be performed in accordance with City of Tukwila standards, codes, permit conditions, and other applicable ordinances and policies. The applicant is responsible for obtaining any other related or required permits prior to the start of construction. A copy of the approved plans, specifications, permits, and City of Tukwila approvals must be on site whenever construction is in progress and shall remain on site until project completion. A qualified wetland consultant shall be on site, as necessary, to monitor construction and approve minor revisions to the plan. Topographic elevations represented on this plan are based upon topographic maps supplied by Barghausen Engineers. Final elevations may vary depending on site- specific conditions. It is the responsibility of the Landscape Contractor to verify pre - construction topographic elevations and tree locations for accuracy prior to grading. Landscape Contractor shall notify AOA immediately if any modifications to the plans may be necessary due to inaccuracies of the original survey. FLAG EXISTING VEGETATION TO REMAIN AOA shall flag existing trees /vegetation to remain located within the clearing limits. Prior to grading, Landscape Contractor shall install four -foot orange construction fencing around flagged existing trees /vegetation to remain (at the dripline for conifers, at the limits of clearing /grading for deciduous tree species). Fencing shall remain in place until the completion of earthwork, removal to be approved by AOA. Landscape Contractor shall be responsible for avoiding disturbance to existing vegetation located outside the limits of grading. No removal of any vegetation shall occur without prior approval by AOA. Areas outside cleating limits that are degraded or accidentally cleared shall be replanted consistent with other mitigation planting attuning as a part of this contract, at no extra cost to the owner. Plant species and quantities to be approved by AOA prior to installation. Any living woody plant that is damaged during construction shall be treated within 24 -hours of occurrence. AOA shall be notified immediately of incident. Wound shaping treatment shall be done. Wound shaping includes, but is not limited to: evenly cutting broken branches, exposed roots and damaged tree bark immediately after damage occurs. Injured plants shall be thoroughly watered and additional measures shall be taken, as appropriate, to aid in plant survivability. FLAG EXISTING VEGETATION & WOODY MATERIAL TO BE RELOCATED AOA shall flag existing trees, stumps, down logs, boulders, weirs, and any other habitat features that will be relocated into the mitigation areas. Clearing Contractor shall notify AOA at least 2 days prior to scheduled clearing so that habitat features to be relocated can be flagged and reviewed prior to site clearing. Clearing Contractor shall carefully stockpile features for later relocation by Landscape Contractor. It is the responsibility of the Landscape Contractor to break stockpiled trees into usable sizes (see Part 2 below on habitat feature placement). Landscape Contractor shall exercise care when moving habitat features to avoid breaking branches, scuffing bark, or breaking roots. Habitat features shall be reviewed prior to final placement in mitigation areas. Any features deemed unsatisfactory by AOA (due to damage during relocation) shall be replaced with imported material at Landscape Contractor's expense. Therefore, if habitat features cannot be moved directly to permanent locations, Landscape Contracts, shall ensure that stockpile areas are large enough to accommodate full -size trees without resulting in significant branch breakage in later relocation to permanent site. During the building site clearing /logging, any non - marketable debris (small trees, branches, etc.) not being exported for sale shall be ground up into wood chips (4" x 1" max. size particle) for later use as mulch around planted trees and shrubs within the mitigation areas. Non - ground slash can also be placed into the mitigation areas as brush piles. AOA to designate location and number of brush piles following placement of topsoil. Stockpile wood chips and excess slash as near to mitigation areas as possible. It is the responsibility of the Clearing Contractor to stockpile wood chips and slash for later placement by the Landscape Contractor. CLEAR AND GRUB - - Cleating Contractor shall clear and grub areas within the clearing limits of the mitigation and buffer areas with the exception of flagged existing vegetation to remain. In areas of flagged existing vegetation to remain, Clearing Contractor shall remove blackberry and other specified invasive species by hand, with minimal disturbance to the existing vegetation. Cleared and grubbed vegetation shall he exported from the site. Particular care must be given to ensure complete removal of tops and roots (to depth of 18 ") of reed canarygrass plants, and any other invasive /exotic plant species. invasive /exotic plant species to be removed and treated in the mitigation and buffer areas are Scot's broom, English ivy, Himalayan and evergreen blackberry, reed canarygrass, purple loosestrife, hedge bindweed (morning glory), Japanese knotweed, thistle, and creeping nightshade. AOA to designate any additional plant species to be removed/treated prior to construction. SURVEY /STAKE/FLAG PROPOSED GRADES Landscape Contractor shall contract a licensed surveyor to survey, stake, and flag proposed finished grades within the mitigation and corresponding buffer areas following clearing and grubbing. Surveyor shall supply grade stakes at a minimum of 20' O.C. spacing. Additionally, where weirs occur, and ponding is proposed, provide grade stakes at 20' O.C. maximum along entire proposed water perimeter and at weir locations. It is the responsibility of the General Contractor to locate buffer boundaries adjacent to site development. AOA shall approve grade staking prior to excavation and shall monitor during construction. Maid s throughout excavati on ss. If e t removed rior o t grading ntain sign grae -off, the takes Landscape Contractor sha supply as -bugradilt s grade akes staking are (see bel EXCAVATE MITIGATION AREA (keeping soils on -site) Landscape Contractor shall excavate the mitigation area per the approved grading plan without removing grade stakes (see Drawing W2.0). Excavated soil shall be used on the developed portion of the site; if possible, otherwise it shall be exported off site. Minor field adjustments to grading plan to ensure proper function of mitin • , n area shat; be made only by obtaining prier approval of AOA. In the created and enhanced wetland and graded buffer areas, over - excavate 4° below finished elevator shown on plans for later placement of 6" of imported organic weed -free topsoil. REVIEW OF SUBGRADE Upon completion of excavation, AOA shall review subgrade In relation to original grade.stakes. If grade stakes are removed prior to approval by ADA, an as -built survey will be required without additional cost to Owner. Tne as built survey, by a licensed surveyor, shall include one -foot contour intervals with spot elevations of high and low points, pond surface elevations, weir elevations, and the mitigation wetland boundary. After subgrade is approved, Contractor shall place habitat features and topsoil (see Part 2 and 3) per plan. AOA shall approve habitat feature and topsoil placement. After sign -off, the Landscape Contractor shall remove the grade stakes. BENTONITE CONTINGENCY (provide unit cost per so vd at time of bid) Upon completion of excavation within the mitigation wetland area, a bentonite clay liner may be required. If so, the liner shall extend from 8° above the proposed water surface elevations down to pond bottoms. A geotechnical engineer shall review subgrade material to determine whether a bentonite clay liner will be required to retard water infiltration through pond bottoms. If required, the clay liner shall be placed prior to installation of structures, habitat features, and topsoil. If a bentonite day liner is required, AOA shall designate locations for liner In the field with Landscape Contractor. Liner to be constructed by placing 3/4" of 200 -mesh bentonite clay over subgrade and tilling into the top 8.10° of subgrade soils. Compact tilled soil /clay mixture to a dry density of 90 %. The geotechnical engineer shall approve compaction prior to structure installation, placement of habitat features, and topsoil. PART 2 - STRUCTURE and HABITAT FEATURE PLACEMENT SPECIFICATIONS LOG WEIR CONSTRUCTION Construct log weirs at locations depicted on Drawing W2.0 (see details on Drawing W2.0). Logs will be stockpiled on the building site b the Clearing Co' tractor. L for the four weirs wr I p g y g p Logs shall be cedar or fir species, 24' dia. min., and 15 -feet Meg. Log weirs shall be anchored into subgrade a minimum depth of 40% of the log diameter. Logs shall be anchored a minimum of 5' of each and secured with %° rebar, liner, and rock, as depicted In the detail. Lo side an se p Log shall be laid flat and notch to be cut per detail to ensure even flow of water over log surface. AOA shall approve log weir locations prior to installation. INSTALL SNAGS Install snags upon completion of subgrade earthwork at locations depict er on Drawing W2.0. The Clearing Contractor shall stockpile snags during site development cle ring activities. The Landscape Contractor shall install the snags. Snags shall be cedar or fir Species, 17 dbh. minimum. Each snag to be anchored into subgrade a minimum of 25% of the total length, with a minimum of 8 main branches in tact, as depicted in the detail on Drawing W2.0. AOA shall approve snag locations prior to installation. PLACE HABITAT FEATURES (DOWN LOGS. STUMPS. BRUSH PILES, AND BOULDERS) Habitat features (down logs, stumps) will be stockpiled on the building site by the Clearing Contractor for use by the Landscape Contractor. Place stockpiled habitat features upon completion of subgrade earthwork (prior to placement of topsoil), at locations depicted on Drawings W2.0. AOA shall review placement of habitat features with the Landscape Contractor. All habitat features shall be first cleaned of dirt and debris and cut/broken prior to placement in the mitigation areas. To cut/break down logs, first score the log at the desired length, and then, using a backhoe, snap the log at the scored location to create a natural look to the break. Crunch broken ends to disgulse saw cuts. Cut ends of habitat features shall have no blunt ends. Down logs shall be a minimum of 20 feet in length and 12" in dbh, 50% minimum of which have rootwads. Stumps to be either well - decayed relocated stumps, or cut live rootwads with a minimum of 10 feet of trunk and 1W dbh. Additional habitat features may be located within the mitigation areas, if available, that are under specified sizes. During the remaining building site clearing, Clearing Contractor shall stockpile brush piles and additional habitat features, if needed, at locations determined by the General Contractor. Following placement of topsoil, brush piles, if available, shall be spread around the pond edges within the wetland mitigation area. AOA shall review placement of brush piles with the Landscape Contractor. Any boulders over 18" in dimension found on -site during excavation of the building site or the mitigation areas shall be stockpiled for use in the mitigation areas. General Contractor shall determine stockpile locations. Stockpiled boulders, if available, shall be pieced in piles of at least 2 rocks deep, and in a manner that provides both physical stability and large intemal voids. AOA shall review placement of boulder piles with the Landscape Contractor. Habitat features shall be reviewed prior to final placement in mitigation areas. Any features deemed unsatisfactory by AOA (due to damage during relocation) shall be replaced with imported material at Landscape Contractor's expense. INSTALL NESTING /ROOSTING BOXES Landscape Contractor shall construct and install all nesting and bat roosting boxes within the mitigation areas at locations depicted on the approved plans and detailed on Drawing W2.0. Landscape Contractor shall attach one swallow nesting box to each installed] snag at locations depicted on Drawings W2.0. Attach each nesting box a minimum of 15 -feet off the ground on the southerly side of the installed snag. Landscape Contractor shall attach 2 bat roosting boxes, a minimum of 15 -feet off the ground, onto the southeast side of either existing trees to remain or installed snags) AOA shall flag trees designated for boxes. PART 3 -FINISH GRADING, IRRIGATION INSTALLATION, AND SEEDING PLACE STOCKPILED TOPSOIL AOA shall approve subgrade earthwork in the mitigation and buffer areas prior to placement of bentonite (if necessary) and/or imported topsoil. In all graded mitigation and buffer areas, 6' of imported topsoil shall be played over subgrade (see Part 1 above). Topsoil shall be lightly track- walked on sloped areas tol prevent filling erosion. Planting pits shall be amended as noted in the planting specifications (see General Planting Installation Notes on Drawing W3.0). After topsoil placement, any remaining organic material (branches, limbs, and brush) in remaining brush piles shall be spread around the pond edges within the wetland mitigation area. IRRIGATION A temporary above - ground irrigation system shall be designed and installed by Landscape Contractor upon completion of finish grading and prior to installation of plantings within the graded upland areas. The temporary irrigation system shall connect to the general system for the site. All graded areas shall receive head - to-head irrigation coverage, except for permanently ponded areas in the mitigation wetlands. Provide written verification to AOA that backfow prevention per code exists on the line to be used as a point of connection for the irrigation system. If verification canna/ be made, provide backflow prevention per code as a part of the Installation. General Contractor shall provide water and electricity for the system. Landscape Contractor shall provide isolation valve and connection to water and controller. Irrigation is required within the mitigation area for at least two growing seasons following planting to ensure adequate establishment of plant material. The irrigation system shall be set by Landscape Contractor to allow for W o� precipitation 2 times per week between June 15 and October 31' of the first year after planting. The Landscape Contractor shall adjust the controls to allow for W of precipitation once weekly between July 1 and October to of the second year after planting. If planting occurs between May and October, then irrigation will be extended to three growing seasons. Landscape Contractor is responsible for ensuring proper function and connection of the irrigation systems located within the mitigation areas, and to 'Winterize" installed irrigation system prior to October 31 It is the Landscape Contractor's responsibility to maintain the irrigation system for the duration of the two -years (or three) in which it is required. At the end of the Irrigation period, and if plant establishment Is successful, as determined by AOA, the Landscape Contractor shall permanently cap pipe downstream of isolation valve, and then disassemble and remove the irrigation system from within the mitigation areas. HYDROSEED After irrigation system installation, and prior to hydroseeding, the Landscape Contractor shall water thoroughly all exposed soils. Hydroseed with seed mixes specified in the Plant Schedule (Drawing W3.0 . Keep moist season. Seed disturbed areas a (D rig ) K p seeds mo throughout the growing g (by hand) following plant installation. Graded wetland areas shall be seeded with the wetland seed mix specified on the Plant Schedule and thoroughly watered. Graded buffer areas shall be seeded with the buffer seed mix specified on the Plant Schedule and thoroughly watered. Seeds for mixes shall have been harvested a maximum of one year prior to date of seed application, and stratified or otherwise processed to ensure optimal germination rate. Seeding must occur immediately upon completion of grading, structure, and irrigation installation. PART 4 - CONSTRUCTION INSPECTION POST - GRADING EVALUATION AOA shall approve grading work, structure installation, and seeding prior to plant installation, to confirm that the mitigation plans were property Implemented. If items are to be corrected, a punch list shall be prepared by AOA and submitted to the Landscape Contractor for completion. After punch list items have been completed, AOA shall review the project for final internal acceptance of grading plan implementation and planting may then proceed. PART 5 - CONSTRUCTION DELAYS SOIL STABILIZATION If there is a delay in construction for any reason, Landscape Contractor, unless otherwise stated in writing, shall be responsible for maintenance of erosion control measures (as noted on the T.E.S.C. Plans), drainage, and temporary irrigation during construction delay period. Disturbed land areas in which construction activities may be suspended for 30 days or more shall be immediately hydroseeded with the mixes specified in the Plant Schedule (see Drawing W3.0). Seeded areas shall be irrigated with a water truck if Irrigation system has not been Installed and maintained until acceptable seed germination has been determined by AOA Upon construction completion, Landscape Contractor shall re -seed all exposed ground (second hand seed application) with the seed mikes specified in the Plant Schedule. PART 8 - WARRANTY Landscape Contractor shall ensure that construction related activities do not damage off -site features or adjacent vegetation. AOA shall be notified immediately if accidental damage occurs (see plant replacement requirements in cleering section). Landscape Contractor shall ensure that adjacent roads are maintained and dear of soil and/or other debris at all times during construction. Landscape Contractor shall make himself aware of and comply with City of Tukwila codes regarding street maintenance/cleaning/traffic control during construction. Any changes or modifications to this plan must receive prior approval from AOA. PART 7 - PLANTING SPECIFICATIONS PLANTING SCHEDULE Planting should occur anytime between December 1 and March 31` to take advantage of bare - root plant material. GENERAL CONDITIONS In the mitigation area, the Landscape Contractor shall remove weedy or exotic invasive species (e.g., Scot's broom, Ergfsh ivy, Himalayan and evergreen blackberry, reed canarygrass, purple loosestrife, hedge bindweed, Japanese knotweed, Canada thistle, and creeping nightshade) by manual or chemical means (as approved by the City of Tukwila and AOA) prior to plan installation. Landscape Contractor shall verify that plant Installation conditions are suitable within the mitigation and buffer areas. Any unsatisfactory conditions shall be corrected priorto start of work. When conditions detrimental to plant growth are encountered, such as rubble fill, adverse drainage conditions, significant vegetation, or obstructions, Landscape Contractor shall notify AOA prior to planting. Beginning of work constitutes acceptance of conditions as satisfactory. Plants installed in undisturbed areas shall be integrated with existing native vegetation, and planted In a random, naturalistic pattern. LOCATE/STAKE/VERIFY PLANTING AREAS Landscape Contractor shall field locate, stake, and verify planting areas and configurations prior to planting. AOA shall review and approve locations prior to planting. Proposed locations of trees and shrubs shall be staked and identified with an approved coding system or by placement of the actual plant material. For large groupings of a single species of shrub, Landscape Contractor may stake the pleating boundaries. AOA shall review and approve locations of all plants and plant groupings prior to planting. APPROVE PLANTING LOCATIONS AND SPACING Planting locations shown on planting plans are approximate, based on anticipated site conditions. Actual planting locations may vary from those shown due to final site conditions and locations of existing vegetaticei. Nevertheless, any variations from the planting plan will require prior approval by AOA. Plant spacing for species listed is to be random (naturalistic), and not in a regular grid pattern. On -center spacing called out on plant list indicates an average spacing dimension. For example, when the plan calls for 24" O.C., spacing shall vary from 18' -3o" O.C., with an average spacing of 24 inches. AOA shall review planting locations and spacing prior to plant installation. PART 8 - PLANT MATERIAL STANDARDS PLANT MATERIALS AOA shall examine plant material prior to planting. My material not meeting the required specifications shall be immediately removed from the site and replaced with like material that meets the required standards. Plant material shall meet the requirements of State and Federal laws with respect to plant disease and infestations. Inspection certificates, required by law, shall accompany each and every shipment and shall be submitted to AOA upon Landscape Contractor's receipt of plant material. AOA shall pre- approve in writing any substitution of plant materials prior to ordering substitution plants. Plant materials shall be locally grown (western WA, western OR, or western BC), healthy, bushy, in vigorous growing condition, and be guaranteed true to size, name, and variety. If replacement of plant material is necessary due to construction damage or plant failure within one year of installation, the sizes, species, and quantities shall be equal to damaged or unsuitable plants, or as indicated on the plans. Plants shall be nursery gr ewn, well- rooted, of normal growth and habit, and free from disease or infestation. AOA reserves the right to require replacement or substitution of any plants deemed unsuitable. Trees shall have uniform branching, single straight trunks, (unless specified as multi- stemmed), and the central leader intact and undamaged. Balled and buriapped stock Shall have been root - pruned at least once within the previous two years. Container stack shall be fully rooted but not mot- bound. Plant material with damaged mot zones or broken mot balls will not be accepted. Coniferous trees shall be nursery grown, full and bushy, with uniform branching and a natural non - sheared form. Original central leader must be healthy and undamaged. Maximum gap between branching shall not exceed 9', and length of top leader shall not exceed 1 Shrubs shall be a minimum height of 18 inches. Native plant cuttings shall be grown and collected In the maritime Pacific Northwest. Cuttings shall be of one- to two-year -old wood, 1/2" dia. minimum. Cuttings shall be a minimum of 4' in length with 4 lateral buds exposed above ground after planting. The top of each cutting shall be a minimum of 1' above a leaf bud, the bottom cut 2' below a bud. The basal ends of the cuttings shall be cut at a 45 degree angle and marked cleariy so that the rooting end is planted in the soil. Cuttings must be kept covered and moist during storage and transport, and no cuttings shall be stored more than three days from date of cutting. Cuttings shall only be used If planting oa:urs between December 1st and April 1st. For planting between April 1st and December 1st, rooted cuttings or saplings shall be used. Within 30 days of award of the landscape contract, Landscape Contractor shall submit documentation that specified plant materials have been ordered and secured. A list of supplier names, addresses, phone numbers and the storage/growing location of the materials shall be submitted to AOA within 30 days of Landscape Contractor award. VERIFY NURSERY STOCK CONDITION, AOA shall inspect plant material at the job site, including previously tagged trees, for compliance with required standards for plant size and quality prior to planting. This includes, but is not limited to, size and condition of footballs and rootsystems, presence of insects, latent injuries and defects. Trees must be untied and separated for Inspections. AOA reserves the right to refuse any /all plant material any time prior to final acceptance if ft is determined that such material does not meet the specifications as described herein. Rejected material shall be immediately removed from project site. VERIFY STORAGE SITE AND METHOD Store plants in the manner necessary to accommodate their horticultural requirements. Protect plant material stored on -site from weather damage, construction activity and the public. Balled and budapped material which cannot be Installed immediately shall be "heeled -in" to keep from drying out prior to planting. Protect footballs by covering with moist soil, mulch or sawdust. Water as required to keep footballs moist. Keep plant specimens moist (wetland species saturated) and shaded until the actual time of installation. If bare-mot plants are specified, soak roots in water one -hour minimum prior to planting. Before and after planting, immediately saturate the soils in the planting area to prevent capillary stress. SUBSTITUTIONS Substitutions of plant species or sizes may be permitted based on plant availability. but only with prior written approval by AOA and the City of Tukwila. Bareroot stock of equal size to specified container or B &B plantings can be substituted for deciduous container or B &B plantings when available, but only with prior approval by AOA. Evergreen plant material shall be seedlings, container, or B &B. PART 9 - PLANT INSTALLATION SOIL PREPARATION/AMENDMENTS Prior to installation of plantings, ensure complete removal of non - native fill material used for the temporary construction accesses. Trees and shrubs shall be ph planted as shown In details on Drawing W3.0. Include in the planting backfll a soil moisture retention agent (polymer per manufacturer's specification (see General Planting Installation Notes on Drawing W3.0). SOIL MOISTURE RETENTION AGENT Add hydrated SoilMoist, or approved equal, to the topsoil ball of all planting pits. Follow manufacturers specifications for directions for use and application rates. FERTILIZER Fertilize woody plantings with a slow- release (8- month), high nitrogen granular fertilizer (21 -3 -7), with application rates as specified by manufacturer. Apply fertilizer after planting pit is backfilled, and prior to application of mulch. Do not apply fertilizer between November and March. MULCH In graded areas only, a 3" layer of fine bark mulch shall be placed around the base of new tree (36" dia. ring) and shrub plantings (24" dia. ring) for erosion, weed control, and moisture retention. STAKING Trees shall be staked with at least one stake, 3/4 the height of the tree (see detail on Drawing W3.0). Landscape Contractor shall remove stakes at the end of the one -year guarantee period. RESEED DISTURBED AREAS Landscape Contractor shall hydroseed and thoroughly water exposed soils with the seed mixes specified in the Plant Schedule following irrigation installation and again (by hand seeding) fallowing plant installation to all exposed ground surfaces. Seed by hand again immediately prior to construction completion. RESTORE EXISTING NATURAL OR LANDSCAPED AREAS Existing natural or landscaped areas that are damaged during construction shall be restored to their original condition, unless improvements or modifications are specified for those areas (see plant replacement requirements in Clearing section). CLEAN -UP Landscape Contractor shall be responsible for the removal of construction materials and debris on the site fallowing Installation of plant materials and fence construction. PART 10: WARRANTY This warranty shall Include replacement of plants (same size and species shown on the drawings) that prove either to be misiccated or unsuitable as to plant material standards. Except for loss due to excessively severe climatological conditions (substantiated by 10 -year recorded weather charts), Installed plant materials are required to be guaranteed for one year against defects and unsatisfactory growth, except for cases of neglect by Owner or abuse /damage by others. Plants replaced shall be reinitiated under plant guarantee conditions. PART 11: FINAL ACCEPTANCE Upon completion of the planting, the Landscape Contractor shall provide AOA with a set of clearly marked prints designating the actual locations and quantities of plantings within the mitigation areas. Landscape Contractor shall keep a complete set of prints at the job site during construction for the purpose of "red - lining' changes or modifications to the approved plans and shall update said information an a daily basis. AOA shall approve planting locations. If hems are to be corrected, a punch list shall be prepared by AOA and submitted to the Landscape Contractor for completion. After punch list items have been completed, AOA shall review the project for final acceptance of plan implementation. After acceptance has been obtained, Landscape Contractor shall provide as -built drawings to ADA of planted material. AOA shall meet on -site with a representative of the City of Tukwila for review and acceptance of the mitigation plan Installation. The date of final acceptance shall constitute the beginning of the one -year warranty/ maintenance period. PART 12: ONE -YEAR MAINTENANCE Landscape Contractor shag review teednca, o matmanance recommendations with a qualified wetland biologist from AOA who Is familiar with the stated goals and objectives of the mitigation plan. Maintenance is to be provided throughout construction and for one -year following construction beginning at final acceptance. Landscape Contractor shall maintain trees and shrubs as required to maintain healthy growth and habitat diversity. This may include tightening and repair of tree stakes, resetting plants to proper grade and upright position, grass and Invasive control, and correcting drainage problems as required. During the one -year maintenance period, between May 15 and September 15, hand seed all previously seeded areas which show bare ground patches larger than 36 "x36'. Remove tree stakes at the end of the one -year maintenance period. Landscape Contractorshall be responsible for consistent and adequate water application throughout the growing season. Landscape Contractor shall winterize and reinstate system in spring, Including tune -up and repairs during the one -year maintenance period. Inigat'on is required within the wetland mitigation area for at least two growing seasons following planting to ensure adequate establishment. At the end of that time, the Landscape Contractor shall remove the Irrigation system. Final sign -off will not occur before the Irrigation system is satisfactorily removed. Landscape Contracior shall correct erosion and drainage problems as specified on the T.E.S.C. Plan throughout the one -year maintenance period. Landscape Contractor shall remove silt fencing at the end of the maintenance period and restore the fence area by hand seeding between April 1 and October 15 all bare areas greater than one square foot. RECEIVED CITY OF TUKWIIA .)U)' , " PERMI i CENTER A Date 5 -50 -00 Scale Designed DSO Drawn `+n Checked ,IA, 50 Approved Project # 05b3 Sheet # 14.0 LEGAL DESCRIPTION LOTS 1 ANO 34 IN BLOCK ,B OF RNERTpN, A REPUT OF PART OF RNERSIDE INTERURBAN i RAGS, AS PER PUT RECORDED IN VOLUME IS OF PUTS, PACE 3fi, RECORDS VF KING COUNTY; TOGETHER WITH THE EAST I g OF VACATED 37TH AVENUE SOUTH ADJOINING LOT 34 AS VACATED BY ORDINANCE N0. 166] AND RECORDED UNDER RECORO'NC NO. 7402115011; EXCEPT THE H EET OID LTS AND ONY P 10 KING "RR' FOR ROAD OY DEED NORT RECORDE F D UN DER SA RECOR NO. ]4010 C 4046E; ANC EXCEPT THAT RTIN O LYING AST HE W MARGIN OF ST P :AAY, 0.S ESTABLISHED BY PO DEED RECORDE UNDER OF T RECORDI NG N0. ]40104 AND; L W LOTS 1 THROUGH B IN BLOCK 7, AND THE NORTH 10 FEET OF LOT 2% AND ALL OF LOTS 25 THROUGH 32 IN BLOCK 7, AND LOTS 2 THROUGH 8 IN BLOCK 8, AND LOTS 27 THROUGH 2 IN BLOCK B, ALL IN TIVERTON, A REPUT OF T O RNERSIDE INTERURBAN TRACTS, AS PER PUT RECORDED IN VOLUME !} OF PUTS, PM PAGF E }6, RECOfl05 O KING COVNh; TOGETHER WITH RIAT PORTION OF VACATED 37TH AVENUE SOUTH ADJOINING BLOCK 7 AND 8, 21150M 11; M VACATED BY ORDINANCE N0. 1863 D RECORDED UNDER RECORDING N0. 740 IXCEPT T POION O SAID BLOCKS AND 8 CONVEYED TO KING COUNTY FOR ]7TH AVENUE SOUTH O DEED F RECORDED UNDER RECORDING N0. ]401040465; AND EXCEPT RORI TON OF BLOCK LYIG EAST OF THE WEST MARGIN OF EAST MARGINAL WA P Y, AS ESTABLISHED BT DEED REC UNDER RECORDING N0. %401040163; AND EXCEPT THC NORTH 10 FEET OF LOTS 1 AND 72 IN BLOCK 7 CONVEYED FOR RC. BY GEED RECORDED UNOCR RECORDING N0. ]401040464; SITUATE IN RIE CITY OF TUKWILA. COUNTY OF KING, STATE OF WASHINGTON. PARCEL 1: LOT 4 OF SHORT PUT N0. 785018, ACCORDING TO THE SHORT PUT RECORDED UNDER KING COUNTY RECORDING N0. 86032909]0; TOGETHER WITH THE NORTH HALF OF VACATED SOUTH 124TH STREET LYING EAST OF THE SOUTHCRLY PRODUCTION OF THE UST UNE OF LOi 9 IN BLOCK 4, SAD ODIVISION A';0 WESTERLY OF THE SOUTHERLY PRODUCTION OF THE EAST UNE Of SAID LOT SU 4 OF TlIE SHORT PUT; SITUATE IN TI1E CITY OF TUKWILA COUNTY OF KING, STATE OF WASHINGTON. PARCEL 2. NORTH 30 FEET OF THE WEST HALF OF TRACT O RNERS IRR TRACTS. AS PER PU T RECORDED IN VOWME 10 OF PUTS, P AC E 74, RECORIDE DNTES OU F K N ING COUNTY. TOGETHER WITH ALL THA PART F OOTS 1 AND 2 IN BLOCK 5 R A REPUCE O PART OF RIVERSIDE Ii I n PRBM TRALCTS, AS PER PUT RECORDED IN VOLUM 13 OF PLATS, PACE 36, R ECOR DS OF KING COU NTY. LYING WESTERLY OF A LINE D ESCRIBEU AS FOLLOYS; REGI!MING AT A POINT ON THE WESTERLY BOUNDARY OF SAD LOTS 1 AND 2, SAID PO:TIT BEING 100 FEET DISTANT SOUTHERLY FROM THE NORTHWEST CORNER OF .0 LOT 1; THENCE NORTHEASTERLY TO A POINT ON THE NORTHERLY BOUNDARY OF SAD LOT I. SAID POINT BEING 30 FEET DISTANCE EASTERLY FROM THE NORTHWEST CORNER OF SAD '_OT I AND THE END OF THIS UNE DESCRIPTION: TOGETHER WITH THE SOUTH HALF OF VACATED SOUTH 124TH STREET, LYING WESTERLY 0i THE SOUTHERLY PRODUCTION OF THE EAST LINE OF LOT 9 IN BLOCK 40F 'RIVERTON ". A REPUT OF PART OF RIVERSIDE INTERURBAN TRACTS, AS PER PUT RECORDED IN VOLUME 13 OF PUTS, PACE 36 AND EASTERLY OF ME SOUTHERLY PRODUCTION OF THE WEST LINE OF LOT 12, SAID BLOCK 4; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 3: LOTS , INCLUSIVE, TED LO 4 IH OF'RR]ER A REPUT OF RIVERSIDE TO IM TRACTS, VACA RECOR CK IN V OW P ME 13 OF PUTS, PACE 36; TUGETHER WITH VACATED SOUTH D STREET ADJOINING TO TH NORTH T MO T TOGETHER WITH THE NORTH HALF OF VACATED 124TH STREET, LYI NG WES OF HE SOUTHERLY PRODUCTION OF THE EAST 123R UNE OF SAID LOT 9 IN 610CN 4; SITUATE IN THE CITY OF TUKWIU COUNTY OF KING, STATE OF WASHINGTON. PARCEL 4: LOTS 1 THROUGH E, INCWSNE, IN BLOCK 5 AND LOTS 1 THROUGH B, INCLiISNE AND LOTS 25 THROUGH J2, INCLUSIVE, IN BLOCK fi OF 'RNERTON', A REPUT OF RNERSIDE INTERURBA4 TRACTS, AS PER PUT F:ECORDED IN VOLUME 13 OF PUTS, PAGE }6. RECORDS OF KING COUNTY; TOGETHER WITH THAT PORTION OF VACATED ]4TH AVENUE SOUTH VACATED BY ORDINANCE N0. 8689 ON OCTOBER 10, 1988, LYING BETWEEN SAID pLOCKS 5 AND 6; TOGETHER WITH THAT PORTION OF THE SOUTH HALF OF VACATED SOUTH 124TH STREET, THAT PORTION OF THE NORTH HALF OF YAWED SOUTH 125TH STREET, AND THAT PORTION OF THE EAST HALF OF VACATED 34TH AVENUE SOUTH, WHICH, PURSUANT TO KING COUNTY ORDINANCE N0. 8893, ATTACHED TO 5410 PARCEL BY OPERATION OF LAW: E %CEPT THEREFROM THAT PORTION OF LOTS 1 AND 2 IN BLOCK 5 OF 'RIVERiON', A RCPUi OF PART OF RAERSIDE INTERURDAN TPACiS, AS PER PUT RECORDED IN VOLUME 13 OF PUTS, PACE 36, RECORDS OF KING COUNTY, LYING W ESTERLY OF A LINE DESCRIBED AS FOLLOWS: BEGINNING 1 0 AT FEET DISTA A POINT NT ON SOUTHERLY F PIE WEST ERLY OM T BOHE U NDARNO Y R THW ,% SESND LOTS 1 OANF SNO D 2, S4J0 POINT BEING 0 T CORNER T 1; THE NCE NORTHEASTERLY TO A POINT ON THE NORTHERLY BOUNDARY OF SND LOT SAID POINT BEING FEET DISTANT EASTERLY FROM THE NORTHWEST CORNER OF SwD LOT 1 AND THE END OF THIS UNE DESCRIPTION; AND EXCEPT THE SOU 30 ET 0 B ANO 25 IN SNO BLOCK 6, CO i0 KING COUNTY FOR SOUTH 1257 11 STR OF BY L DEED , RECORDED UNDER RECORDING N0. 8810200800; AND EXCEPT THE E 10 OF LOTS 1 THROUGH B N SAID BWCK E, CONVEYED TO THE CITY OF TUKWIU BY DEED FEET RECORDED UNDER RECORDI N0. 920326078]; SITUATE IN THE CRY OF TUKWIIA COUNTY OF KING, STATE OF WASHINGTON. PARCEL 5: THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHEAST ' ER OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 4 UST, W.M., LYING EASTERLY OF THE EASTERLY MARGIN OF PRIMARY STATE HIGHWAY N0. I (SSR -99). PARCEL 6: LOT 1 OF SHORT PUT N0. 785018, ACCORDING TO THE SHORT PUT RECORDED UNDER KING COUNTY RECORDING N0. BfiC240930; SITUATE IN THE CI, OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 7: LOT 2 Of SHORT PUT N0. 785018, ACCORDING TO THE SHORT PUT RECORDED UNDER KING COUNTY RECORDING N0. 860324p930; TOGETHER WITH THAT PORTION OF THE NORTH FW_F OF VACATED SOUTH 124TH STREET LYING EAST OF THE SOUTHERLY PRODUCTION OF THE WEST UNE OF 5410 LOT 2 OF THE SHORT PUT AND WESTERLY OF A UNE BEING 30 FEET WEST OF AND PARALLEL WITH THE NORTHERLY EXTENSION OF THE CENTERLINE OF 35TH AVENUE SOUTH AS LOCATED BY THE PUT OF RNERTON: AND TOGETHER WTM THA POftTIU! OF VAGTEO ]5TH AVENUE SOUTH ADJOINING, AS VAGTED UNDER CITY OF NKVIIU Ofi0F E. 1572. RECORDED UNDER RECORDING N0. 9009171032, WHICH. UPON VACATION, ATTACHES TO SND PROPERTY BY OPERATION SITUATE IN THE CITY OF TUKWILA. COUNTY OF KIN,, STATE OF WASHINGTON. PARCEL 8' LOT 3 OF SHORT PLAT NO. 785018, ACCORDING TO THE SNORT PUT RECORDED UNDER KING COUNTY RECORDING rv0. bE0J2409 }0; SITUATE IN THE CITY OF TUKWIU, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 9: LOTS 9 THROUGH 17, INCWSNE IN BLOCK 5 OF 'RIVERTON', A REPUT (F PART OF RIVERSIDE INTERURMN iRAl:iS, AS PER PUT RECORDED IN VOWME IS OF PLATS, PAGE }6, RECORDS OF KING COUNTY, TOGS ?HER WITH THE WEST HALF OF TRACT 2] OF RIVERSIDE INTERURBAN TRACTS AS PER PUi RECORDED IN VOLUME 10 OF PUTS, PACE ]4, RECORDS OF KING COGNTY: AND TOGETHER WITH THE WEST 100 OF T T , T , RNERSIDE INTERURBM TRACTS, A5 PER PUT RECORDED IN VOLUME 10 FEET OF PU PAC 74, RECORDS OF KMG COUNTY. EXCEPT FROM THE ABOVE - DESCRIBED PARCELS THE FOLLOWING: EXCEPT THE NORTH 300 FEET OF SAID TRACT 27; ANC IXCEPT THOSE PORTIONS OF SAID LOTS 13 THROUGH 17, INCLUSIVE, AND SAID TR4Ci }8 LYING SOUTHERLY OF THE FOLLOWING DESCRIBED UNE; BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF SAID TRACT 38 WITH THE EASTERLY LINE OF PACIFIC HIGHWAY SOU AS CONVEYED TO THE STATE OF A'ASIiwCTON BY TH DEED REDED UNDER RECORDING N0. 1996812; THENCE NORTH 12' 23' 1 WEST ALONG SAID EASTERLY UNE 203.50 FEET TO THE PC:NT OF BEGINNING OF 5410 DESCRIBED LINE; TE A LEL WITH THE SOUTH UNE OF SAID BLOCK 5, SO. 69' EAST TO TH :H E E FAST ST LINE OF SAID BLOCK 5 AND THE TERMINUS OF 5410 DESCRIBED LI ED LINE; TGuETHER WITH MAT PORTION OF THE WEST HALE Of VACATED 34TH AVENUE EOU?FI, WHICH ATTACHED i0 END PORTION OF SAID BLOCK 5 BY OPERATION OF UW; ANO TOGETHER WITH THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SE OF % TOWNSHIP NORTH, RANGE 4 UST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAO SUBDIVISION; THENCE NORTH 89' 44' A!ONG THE NORTH LINE OF 5N0 SUBONISON 1]2.6 FEET, MORE OR 26' LESS, i0 WEST TIfE EAST MARGIN OF PRIMARY STATE HIGHWAY N0. 1, SSR 99, PACIFIC HIGHWAY SOUTH; THENCE SOUTHUSTEI2LY ALONG SAID MARGIN TO HE. EAST UNE OF AI 7"PREION, 71fENCE i:vRTii 01' S5' SC' :.,.......•- SAID UNE TO THE TRUE PUIN OF EXCEPT THAT PORTION LYING SOUTHERLY OF A LINE DESCRIBED AS FOLLOWS: NE BEGINNING AT THE INTERSECTION OF THE EASTERLY MART OF PRIMARY STATE HIGHWAY N0. 1 (SSR 99) WITH THE EAST UNE OF SND SECTION 9: THENCE NORTH 12' 12' WEST ALONG SAD EASTERLY I MARGIN A DISTANCE OF 50 FEET T 10 THE TRUE POINT OF LNG OF U DESCRIBED UNE: HENCE SOUTH 89' 21' 12' U II THE OF TH LINE ST PARALLEL U SOU OF F BLOCK 5 IN R A REPUT OF PART OF RIVERSIDE TRACTS, AS PER PUT RECORDED RECORDEECORDE D IN VOLUME 13 OF P.S. PAGE 36, 6. RECORDS OF KING COUNTY, TO THE EAST LINE OF SAD SECTION 9 AND THE TERMINUS OF SND UNE; SITUATE IN THE CITY OF TUKWIU COUNTY OF KING, STATE OF WASHINGTON. PARCEL 10: THOS P ORTIONS OF LOTS 1 THRO UGH 1], INCLUSNE IN BLOCK 5 OF RIVERTON, A REPU OF PART OF RNERSI INTE RURBAN E TRACTS. AS PER PUT RECORDED IN VOWM O F FU?S. PAGE 36. REC O F KING COUNTY, LYING SOUTH OF THE FOLLOWING OESCR UNE: BEGINNING AT THE INTERSECTION OF THE SOUTH UNE OF .0 TRACT 38, WITH THE EASTERLY LINE OF PACIFIC HIGHWAY SOUTH, AS CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING N0. 1996812; THENCE NORTH IT 23' 12' WEST ALONG SAID EASTERLY LINE 153.50 FEET TO THE WEST UNE OF SAID TRACT 8: THENCE CONTINUING NOF.iH 3 IZ 23' 12' WEST ALONG SAID EASTERLY UNE 50.00 FEET; Ira THENCE PARALLEL WITH THE SOUTH UNE OF SAID BLOCK 5, SOUTH 89' 2 1' IY FAST EAST LINE OF TRACT J8 AND THE TRUE POINT OF BEGINNING OF SN UNE; THENCE COMINUINC SOIRH 89' 21' 12' EAST TO THE EAST LINE OF .D BLOCK 5 AND THE TERMNUS OF SAID LINE; TOGETHER WITH THAT PORTION OF THE WEST HALF OF THE VACATED 34TH AVENUE SOU?N. WHiCf1 ATTACHED TO SAID PARCEL BY OPERATION Of UW: (ALSO KNOWN N AS PARCEL A OF LOT UNE ADJUSTMENT NO. 89 -6 -BU RECORDED UNDER RECORDING 0. 8908161260); SITUATE IN THE CRY OF TUKWILA COUNTY OF KING, STATE OF WASHINGTON. PARCEL 11: THE NOR TRACT 1; ND ALL OF TRACTS 2, 13, 4, I5, AND DTT COU NON, TH AS 5 PER FEET PU i RECORDED A IN VOWME 20 OF PUTS. PAGE !6, RECORDS 16, OF KING COUNTY; TOGETHER WITH THE WEST 60 FEET OF THE EAST 220 FEET OF THE SOU. 115 FEET OF THE NORT5 FEET OF TRACT 37, RNERSIDE INTERURBAN TRACTS, PER PUT RECORDED H IN 14 VOLUME 10 OF PUTS. PAGE , RECORDS OF KING COUN TY; AND TOGETHER WITH THAT PORTION OF THE SOUTH HALF Of VACATED SOUTH 125TH STREET PND OF ME UST HAS OF VACATED 34TH AVENUE SOUTH, WHICH ATTACHED TO SAID PARCEL BY OPERATION OF UW: SITUATE IN THE Cr, OF TUKWILA COUNTY OF KING, STATE OF WASHINGTON. PARCEL 12: LOTS 3 AND 12, EXCEPT THE SOUTH 6.9 FEET OF LOT 12; AND THAT PORTION OF LOT 1 ADJACENT TO SAID LOT 3 THE NORTH AND SOUTH LINES OF SAID PORTION OF LOT 1 BEING THE NORTH AND SOUTH LINES OF SAID LOT 3 PROJECTED WESTERLY. ALL IN DONALDSON ADDITION, AS PER PUT RECORDED IN VOLUME 20 OF PUTS, PAGE 46, RECORDS OF KING COUNTY. PARCEL 13: LOTS 10, 11, MD THE SOUTH 6. FEET OF LOT 2 DONAWSON ADDITION, AS PER PUi RECORDED IN VOLUME 20 OF 90 PUTS, PACE 4, RECO RDS OF KING COUNTY; TOGETHER TRH THAT PORTION OF THE EAST HALF OF 1 " Y rn 34TH AVENUE SOUTH, WHICH A1TAClIED TO SNO PARCEL BY OPERATION OF UW; SITUATE IN THE CRY OF TUKWILA COUNTY OF KING, STATE OF WASHINGTON. PARCEL 14: LOTS 9 THROUGH 12. INCWSNE, AND LOTS 22 THROUGH 24, INCWSNE IN BLOCK ] OF A '� 'P.IVERTON', A REPUT OF PART OF RNERSIDE INTERURBAN TRACTS, AS PER PUT I RECORDED IN VOLUME i3 OF PUTS, PACE 36, RECORDS OF KING COUNTY; i ��_ EXCEPT THE NORTH 10 FEET OF SAID LOT 24; I Z F 1 1� i .a SITUATE IN THE CITY OF TUKWIU COUNTY OF KING, STATE OF WASHINGTON. PARCEL 15: LOTS 15, 20, AND 21 IN BLOCK 7 OF 'RIVERTON' A REPUT Of PART OF RNERSIDE :IiTERURBNV TRACTS, AR PER PUT RECONDEO IN V CLUME 13 OF PUTS, PAGE 38, RECORDS OF KING COUNTY; SITUATE IN THE CITY OF TUKWIU COUNTY OF KING. STATE OF WASHINGTON. PARCEL 16: LOi 18 IN BLOCK 7 OF ' R ERTON', A REPUT OF PMT OF WVERSIOE INTERURBAN TRACTS, PS PER PUT RECORDED IN VOLUME 13 OF PUTS, PAGE ]6, RECORDS O F KING COUNTY: SITUATE IN THE CRY OF TUKWIU COUNTY OF KING, STATE OF WASHINGTON. PARCEL 17: LOi 17 IN BLOCK 7 OF 'RPAERiON', A REPUT Of PMT OF RNERSIDE INTERURBAJ TRACTS. AS PER PUT RECORDED IN VOWME 13 OF PUTS, PAGE 36, RECORDS OF KING GouNTY; PARCEL 18: LOTS IS AND I6 IN BLOC 7 OF 'RNERTON', A REPUT ART OF NERSIDE 36, INTERURBAN TRMTS, AS P PUT RECORDED IN VOLUME OF 13 P OF PUTS, R PAGE RECORDS OF KING COUNTY EXCEPT THE EAST 90 FEET THEREOF, SITUATE IN THE C. OF TUKWILA COUNTY OF KING, STATE OF WASHINGTON. PARCEL 19: THE UST 90 FEET OF TS 15 AND IN OCK 'RNERTON', REPUT OF PMT OF RIVERSIDE INTERURBAN TR M PER 16 PUT BL RECORDED ] OF IN VOLUME 13 OF PUTS, PACE 36, RECORUS OF KING COUNTY; EXCEPT THE NORTH 6.8 FEET OF THE EAST 90 FEET OF SND LOT 15; SITUATE IN THE CTTY OF TUKWIU COUNTY OF KING, STATE OF WASHINGTON. PARCEL 20: LOTS 13 AND 14 AND THE NORTH 6.B fEET OF THE EAST 90 FEET Of LOT 15 IN BLOC OF 'RIVER70N', A REPUT OF PART OF RNERSIDE INTERURBM TRACTS, AS PER PUT RECORDED IN VOLUTAE !3 GI" PUTS. PAGE J6, RECORDS Of KING COUNTY. 1 . - - -- I LCT 17 ANHE USi HALF OF LOi 18 IN BLOCK B OF 'RNERTON', A REPUT OF RT RIVERSIDE ID iTTEF TRACTS AR PER PUi RECORDED IN VOLUME f3 OF PUTES. PAPACE OF 36. RECORDS OF KIIJG COUNTY; PARCEL 21: SITUATE IN THE C. OF TUKW, COUNTY OF KING, STATE OF WASHINGTON— - PARCEL 22: — TT HALF OF LOT 18, THE EAST HALF OF LOTS 19 AND 2D, MO ALL OF Ric AND 22 ALL ' BLOCK B OF 'RNERTON', A REPUT OF PMi OF RIVERSIDE INTERURBAN TRA CTS, AS PEfl PUT RECORDED IN VOLUME 13 OF PUTS, PACE 36, RECORDS OF KING COUN EXCEPT THE WEST 80 FEET OF SAID LOTS 21 AND 22; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 23: THE WEST t CF LOTS 19 MD 20 IN OK 8 OF 'RNERTON', A REPUT OF PART OF ftIVERSIOE INTERURB4N TRACTS, AS PER P T RECORDED IN VOLUME 13 OF PUTS, PACE 36, RECORDS OF KING COUNTY; SITUATE IN THE CITY OF TUKWIU COUNTY OF KING, STATE OF WASHINGTON. PARCEL 24: THE WEST BO FEET OF L07S NC 2LOCK 3 O 'RNERTON', A REPUT OF P RIVERSIDE INTERURBAN TRACTS , AS P PER 2 PUT IN B RECORDE D IN VOLUME 13 OF PUTS, PP 36. RECORDS OF KING COUNTY; SITUATE IN THE CT' OF TUKWIA COUNTY OF KING, STATE OF WASHINGTON. PARCEL 25: LOTS 23 AND 4 IN BLOCK E :IF 'RTVERTON', REPUT OF PART OF RNERSIDE INTERURBAJ TACTS, AS PER FUi RECORDED IN VOLUME 3 OF PIA7S, PAGE 16, RECORDS' OF KING COUNTY; SITUATE IN THE CITY OF TUKWILA. COUNTY OF KING, STATE OF WASHINGTON. PARCEL 26: LOTS 25, 26, ANO THE WEST 50 FEET OF L07 9 IN BUCK B OF 'RIVERTON', A REPUT OF PART OF RIVERSIDE IMERURDAN TRACTS, AS PER PUT fiECOROED IN VOLUME 13 OF PU15, PAGE J6, RECORDS OF KING COUNTY; SITUATE IN THE CRY OF TUKWILA. COUNTY OF KING, STATE OF WASHINGTON. INTERNATIONAL GATEWAY EAST II - GROUP HEALTH 190.00' 1111 1111111 =1Lf J I 1111 ► 11`1 1 11 i I I I I I 1 111111 BLDG B (PHASE 2) FF =43.0 n99 -Gq' >i L =21.89' BLDG A (PHASE 1) FF =29.0 L =220.0O' R =45.00 280'06'35' 200.00 '1111111111111r J111111111IIL' — 11 11111111111 J1l1111111IIIL 143.00' 1 8 i ___ . , SHEET R1 2 T T ___- S 126TH STREET = SHEET -R4 i SHEET R5 —" Cv ,v o TTt LANs v• 74 4 C— I \. 2 ( C7 13A -5!✓ C0(.4 / 2G / S /1/O 1" ; /U .SC ore o F ";0tLS 0 e 2 1= vt s 3. /1.I I�I/tsu' ) A PORTION OF THE SW 1/4 SECTION 10, TOWNSHIP 23N, RANGE 4E WILLAMETTE MERIDIAN, CITY OF TUKWILA, KING COUNTY, WASHINGTON MAO'1 R'ST1'W CE 1 s12 iR0 OA' s e CA Cc, NV Rti --cam6 C 0 Li g SOUTH STREET RU' 1 A'Afl•W C.../Co.� C /{eLao IvYL /7eL 11"' SMINI u V =60' 60 120 CALL BEFORE YOU DIG: 1- 800 - 424 -5555 UTILITY CONFLICT NOTE CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE B 1 -800- 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGIIAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. BENCHMARK: 3" BRASS DISK A S. 126TH STREET & E. MARGINAL WAY S. - TOP MOEIU,M-NT - ELEV. 36.44' KING COUNTY DATUM: NGVD (1929) NOTE: SURVEY INFORMATION PROVIDED BY SCHROETER- SURVEYING (PROD. NO. 99079) DATED 1/30/9 INDEX OF SHEETS: C1 OF 7 C2 OF 7 C3 OF 7 C4 OF 7 C5 OF 7 C6 OF 7 C7 OF 7 R1 OF 6 R2 OF 6 R3 OF 6 R4 OF 6 R5 OF 6 R6 OF 6 BY CITY ENGINEER VICINITY MAP COVER SHEET GRADING AND STOW_ - DRAINAGE PLAN (PASE�t) GRADING AND STORM DRAINAGE PLAN (PHASE 2) SANITARY SEWER AND WATERMAIN EXTENSION PLAN (PHASE 1) SANITARY SEWER AND WATERMAIN EXTENSION PLAN (PHASE 2) CONSTRUCTION NOTES AND DETAILS CONSTRUCTION NOTES AND DETAILS ROAD IMPROVEMENT PLAN S. 124TH ST. ROAD IMPROVEMENT PLAN 35TH AVE. S. L ROAD IMPROVEMENT PLAN 35TH AVE. S. ROAD IMPROVEMENT PLAN S.126TH ST. ROAD IMPROVEMENT PLANS. 126T1-I ST., ROAD IMPROVEMENT SECTIONS AND DETAILS APPROVED FOR CONS7RUC77ON DATE L Z O r LLL C7 fN NOTE. ROUGH GRADING AND TEMPORARY EROSION CONTROL PLANS UNDER SEPARATE COVER. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332 -120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902 -1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OL YMPIA , WASHINGTON 98504 -7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. O O) Z C' WETLAND MRlGAT1ON AREA 19.0 0 'LF - 2" CPEP 0.33% TW =25.5 BW =22.D I!. nv -2s.o , BWF23 0 8W=20.0 1 :. ,I -.-24- _r LAND CONTAINMENT BERM. TOP WIDTH I ' EL.712.3 . 11 ,05 0 _ '24.0 [ ,241- IE =15 50 i L 16 7 7,187 EX. 10" W' 6" PRE., . PVC (TYPICAL AROUND BLDG FOUNDATION,' TO WETLAND) FOCTINt'`•+ DRAIN COLLECTION PIPE 4TW_21.0.- 41 B4"f =21.0 22.0, NEW BUILDING 'A'`, \ FF =29.01 .2.>`' '- 6' PVC ROOPiDFIAIN COLLECTION 'PIPE ,,,, (ROOF- - DRAINAGE ONLY - FEEDS Ek. WETLAND ENHANCEMENT AREA_ a4a . !:;s.; ,t. M� • 9 I 1 1 1 • X69 0 0 0 0 = 19.83 �, �' • • 19.3 (E� 7 ao.o. �0. _CE421 Flo C'EP 11 091 % 2" 1. NOTE' _ DOWNSPOUTS SHALL 6E CU,�J�CTED -FO RO0F DRAIN 'COLLECTION SYSTEM WITH WATERTIGHT FITTINGS. CONTRACTOR SHAW' REFER TO ARCHITECTUAL PLANS TO, DETERMINE DOWNSPOUT LOCATIONS. • 270 -29:1 � 291 29.1 x. S 'DUMPSTER 7d.0 - PA5 28 � EX. CB RIM-2,1.94 IE= 10.39 18" CMP E) / IEP10.34 (15 CMP W) CPEP ®:5277% " 79 12 ®" 22.4 i 1 213 - - 20 . 116:® 1.29'. '« 20 • 90 LF 8 °.., CPEP ® 2.227 \ [ 25.0 24.0 TW =25.5 TW =25.5 BW =18.0 BW =17.0 2 b n 26.4 N I 27 26.5 22,25 EX. ROCKERY 76 1 ° %n ``� 25,4 25.8 _ 263 c _J V6 ^ 26.711 MATE ,EX. 30' CSMMER EX. 10" W LNE STORAGE MAX W.S. =19.30 DEAD STORAGE MAX W.S.'15.50 II I li ti; TW =20.0 8W =18.5 2' ROCK WALL IS'i II LEGEND LESCRIPTION ,PE is CATCH BASH ■ 1h51V +u GE C�ClJtC'�T LNE ROCKERY row1G,:RS ASPHp T CONCRETE TW =22 0 1 r00 BW =20.0 ¶ I:. IE =22.0 WITH RIP RAP IV PAD 6'x4'x 11 I . 6" THICK cb 1 rirr _IF =20 n '. WITH RIP RAP PAD 1D'k6'X 12" THICK EXISTING .. 270 A 7` 1. 7 28 0 ...... .IC 4.O TEE) �. N� 2VC " 8 8 8 1 Nt • 610 ( I . / ..0..M.. , / lfJL '//.VAWAVA.I%!._1i'CVArifiMA I1.00 °, 27 1 1 j1�283 ' -- \ 265 `� C� 2 275 ill>` � CBI}t6 34. '27.7 _ 132. LE- 15'.`CP o.95%--, C elkl 1.: ^` 15 1 - _ •_ -'I 1 65 15' 12 CPEP =,'m i. ... .k Y T - 10 8% ZS1O �_ - A1 I - • 1 I 1-I--1- I4 0 1 I 1 1 I I7 f.��I ,. ®r 11- ` I PROPOS:-. 611 Mmrs -_ c,c-xx2 Gira.;vt DETENTION /WETPOND TOP OF POND =20.30 MAX. W.S. EL-19.30 STATIC W.S. EL =15.50 BOTTOM OF POND EL =8.00 LIVE STORAGE PROVIDE= 61,929 CF LIVE STORAGE REQUIRED= 60,019 CF WET POND VOLUME REQUIRED= 48.424 GE 'NET POND VOLUME PROVIDED= 40,641 OF EMERGENCY OVERFLOW V SPILLWAY \TO MIN. WIDTH TROTH P Ei.19.0 1E-14 - PHASE - 2 CB #14 TYPE 1 RIM 26.50 10=23.00(15" W) IE -23.50 8" E) 10=23 .00 (12" SE) CB #15 TYPE 1 919 =26.50 I0 =21.50 CB #16 TYPE 2 -48° RIM =28.00 I =20.25 15" E IE =24.00 12" E CB #17 TYPE 1 RIM =24.50 IE =22.00 CB #18 TYPE 1 RIM =23.00 IA =20.00 CB #19 TYPE 1 5'M =23.00 IE =20.50 30' WIDE COMMERCIAL DRIVEWAY PER STD. PLAN RS -9 EXISTING 12 50 EX. CB (TO REGA)N /RIM =17.1 IE= T3.7 I PLUG PIPE,,TO SOUTH STORM STRUCTURE DATA. CB #20 TYPE 1 RIM =21.70 I0 =19.00 CB #21 TYPE 1 RIM =20.00 IE =17.50 CB #22 TYPE 1 RIM =19.00 IE =16.00 CB #23 TYPE 2 =48' RIM =21.00 IE =16.50 CB #24 TYPE 2 -48' RIM =23.50 IE =16.50 CB #25 TYPE 2 -48' RIM =24,50 10 =18.00 GRADING AND STORM DRAINAGE PLAN (PHASE 1) .I5.1 24th STREET GRAVEL ACCESS ROAD CB#34 TYPE 1 R1M =25.1 I0 =20.10 12' WIDTH, 7:1 MAX SLOPE ATCH EX. ---- 30-- `= CC CB #26 TYPE 2 -48' W /SOLID LOCKING LID R16 =18.00 IE =15.15 CB #27 TYPE 2 -54' W /SOLID LOCKING LID RIM =21.00 IE =15.30 FLOW CONTROL STRUCTURE SEE DETAIL SHEET CB #32 TYPE 2 -54' RIM =27.20 10 =20.50 CB #33 TYPE 2 -54' FLOW CONTROL STRUCTURE SEE DETAIL SHEET RIM =28.00 10 =20.50 CB #35 TYPE 1 RIM =27.75 1E =25.00 Z u g -- • - Ea 5' TW =25.5 BW =24.0 NEW MASONRY BLOCK WALL WITH 6' CHAIN LINK FENCE EX CB _.. ; ...__ - .....,.. RIM= 21.83 " - I IE 12.58 (18" CMP SE) ', I IE -10.18 8' CMP W) k 1 I0 =10.68 30" CMP 5) k I rtl 10,--10.68 -- 10.68 48 - CONE) N) T7 TW =25.5 BW =18.0 TW =26.5 BW =25.0 Dqq EX. 48" SD BY 1 " =30' 15 30 =SE V:011101111M210111111 CURB RAMP WITH 4' MIN LANDING C. Y ENGINEER EX. CB RIM =22.45 IE 14.65 (12" CONC. E) IE= 13.95 (18" CMP NW) EXISTII1S CURB AND PAVING TO BE REMOVED (TYP. ) DRIVER STD. .) RS -9 P 27.3± MATCH EX. APPROVED FOR CONSTRUCTION T ,i Thu ;U n17n^ have been reviP'."s' for confo, -. C ',cot i:_ a .ch do net aU'.;' 'ords or ordinances. t )3:lacy of the design res tF,c ,_ r Additions, deletions or 55 c UraviingS after this date will VOLeptcncc and will require a ress"nTS A . '.v. 1gs for subsequent app,. FI; 1 110.3 Cis subject to fie u ., n ,,on tits • :, I.1'.`�:'cs utilities inspector /d -?[ DATE z �? o m z dC U � J � d W C U' N m m m 0 0 0 O LL EXPIRESU jI, z J 0 W z d CC 0 CE 0 VJ 0 0 m 0 LEGEND DESCRIPTION IYPE I: CATCH BASIN TYPE I CATCH HASIN 6" PERF. PVC FOOTING DRAIN COLLECTION PIPE NOTE: DOW■NPOUTS SHALL BE CONNECTED ' ,TO ROOF DRAIN COLLECTION SYSTF WATERTIGHT. FITTINGS. CONTRACTOR SHALL REFER TO ARCHITECTUAL PLANS TO DETERMINE DOWNSPOUT LOCATIONS:. 5 Evergrr0,N 6" PVC ROOF DRAIN COLLECTION PIPE N 1.0% MIN. 6 u EX 37TH AVE. 5.3RJ / 7 • (IQ B8,. VACATED) 5 .• ; a 75 LF 6' DIA DETENTION TANK • 0.0% r 0 (ROOF DRAINAGE ONLY -FEEDS INTQ E, WETLAND) ( IE726.0 I ",,,. ' L . _ r - c: eel clu t=r i - SR 30I'•� t :p woaff fence ?NEW MASONRY BLOCK WALL IE =18.75 P RAP PAD x6 -.chic P J - 26 + - 28 TV,' =32 5 30 Bw -28.5 ` - -34 - - � \ I I I NB 14 MAX. HEIGHT) V //. I I I I I .' ' 3 2. . 2V PHASE ;2 age of concre STORM DRANAGE CLEANOUT STORM D.N.GE LINE ROCKERY CONTOURS ASPHALT CONCRETE 1 " =30' 0 15 30 EXISTING CO, 29.0_ MASONRY BLOCK WALL W /CHAIN LINK FENCE PROPOSED sm1011__avx■eai CONC. TRANSFORMER PAD - I .9 EL 300, 65 LF -.12" 29.0 / u ! 1 T LAS- = !: 30 - PHA - SE - 2 - ----- 4 1� ?-tom CPEF70 850 4:L 36 -r CB #1 TYPE 1 RIM =43.00 IE =39.50 CB #2 TYPE 1 RIM =40.50 10 =38.00 CB#3 TYPE 1 RIM= 40.50 JE =37.00 CB #4 TYPE 1 RIM =41.00 1.E =36.00 CB #5 TYPE 1 RIM =35.00 [E =32.50 CB #6 TYPE 1 RIM= 34.50 [E =31.00 CB #7 TYPE 1 010 =35.50 IE =31.10 eyar ROD r1 e _ __. Poplar ` ' a _ „ 126TH STRET, % / L. 5' R/W DEDICATION CATCH BASIN DATA: CB #8 TYPE 1 RIM =34.00 1E =31.50 CB#9 TYPE 1 R1M =34.00 1.E =32.00 CB #10 TYPE 1 RI M: =33.00 [E =30.75 CB #11 TYPE 2 -48' R10 =35.00 E =30.20 CB #12 TYPE 1 RIM =34.50 1E =29.70 CB #13 TYPE 2 -48' RIA =35.00 10 =28.20 CB #28 TYPE 2 -54" W /SOLID LOCKING LID FLOW CONTROL STRUCTURE SEE DETAIL SHEET CB #29 TYPE 2 -48° W /SOLID LOCKING LID CONSTRUCT ON EXISTING 15" SD RIM =17.5± 1.E =13.0± CONTRACTOR SHALL VERIFY EXISTING 15" SD LOCATION AND INVERT ELEVATION PRIOR TA ANY GRADING /STORM DRAINAGE CONSTRUCTION. CB #30 TYPE 2 -60' W /SOLID LOCKING LID FLOW CONTROL STRUCTURE SEE DETAIL SHEET CB #31 TYPE 2 -60' W /SOLID LOCKING LID RIM =35.80 1.E =26.00 GRADING AND STORM DRAINAGE PLAN (PHASE 2) Edo,. 2115 2- 2 1. " \ NOTE: SEE SHEETS R4 AND R5 FOR SOUTH 126th STREET IMPROVEMENT PLANS. - 261.25 -OLB 25 WETLAND BUFFER 27.7 Ira 11 11 1 1 1 1 11 EXIST. CO RtM =27.9 1.E =14.81 EXIST. CB 51M =28.2 IE =14.0± 1.E =16.5± : 7 V r,f -.,, have been revlev/PP i y VJ ; Y -tent for confer,- . . CI Acceptanc is E ar �nich do net at.,, ua -ds or ordinances tt quacyof the design fcL1. r. Additions, deletions c . after this date wl I YCe and will require a ra u. of 1cs for subsequent sire s subject to field ins br.rtr ...n utilities inspector By: k,,` APPROVED FOR CONS7FlUC77ON BY DATE I CXPIREC w c`_ z m Y Y Y � O � w Y r c °o c o 04 CD 0 LL 0 0 GV do 00 O Z O O N H 00 0 Z = N N [D J Q W CO 6 U U Z j Z � Z W x �z U N N 1 - =30 ' ___ ._ SAWCUT LINE CONTRACTOR SHALL REPAIR PAVEMENT PER T -PATCH RESTORATION DETAIL. (SHEET 56) CONTRACTOR SHALL REPLACE SIDEWALK IN KIND TO NEAREST JOINT. INSTALL: 1- 10 "x8" TAPPING TEE (MJxFL) 1-8" GATE VALVE (FLxMJ) CONC. BLOCKING CONTRACTOR SHALL FIELD VERIFY LOCATION OF EX. 10" WATERMAIN PRIOR TO CONSTRUCTION. I T { 541 _F S L f f D.I. T 1 -4 0 MCC 0511ON .A a ll I I t 1 ' 12 - \ 12 II -- - - - - - I 1 _ 1 1 16 15" PVC SDR -35 It MS L L - INSTALL: INSTALL: 'T:8' 45' BEND (MJ CONC. BLOCKING 5 LF 8 "D.I.A (FIRELINE) INSTALL: 1=8 45' BEND (MJ) CONC. BLOCKING - I E E DETENTION- BOND -3-- ) I ( C 1 -8 "x6" TEE (MJxFL) 1 -6" GATE VALVE (FLxMJ) 7 LE 6" D.I. FIRE EXTENSION 1 -5 1/4" F.H. ASSEMBLY PER CITY OF TUKWILA SIDS. 1 -8" CAP (MJ) CONC. BLOCKING NOTE. DETECTOR CHECK VALVE ASSEMBLY LOCATED INSIDE OF BUILDING MECHANICAL ROOM. INSTALL 1 -8 "x8" TEE (MJxFL) CONC. BLOCKING —15.' WATER EASEMEkft IW NEW BUILDING 'A' FF =29.0 NEW. LOT LINE C.I. MANHOLE FRAME AND COVER CLEARANCE 4" MIN./ 8' MAX. -_ EXISTING GRADE ,I 2) CONC. GRADE RINGS(MIN) AND MON. SHRINK GROUT WATER TIGHT PLUG PVC ASTM D -3034 SDR -35 "i WATER TIGHT ADAPTER • it 1 ( ACCE33 DEVISE `•, w RIM 26.4 IE =21 55 \ ...._..T T _. T.. 13 L= 6" PVC 5S 6 735 NEW SSCO RIM-r.29.0 E =22.5 INSTALL: 1 -8" 45' BEND (31,:) CONC. BLOCKING 20 LF 8" D.I. W INSTALL: 1- 8"x8" TEE (FL) 2 -8" GATE VALVE (FLxMJ 1 -8" ADAPTER (FLxMJ) CONC. BLOCKING 157 LF 8" D.I I 6" I R ST —/ s. DEEP ( 0 B REMOVE ) �� NEW SSCO N MATCHLINE SEE SHEET/ \ PLAN CONTRACTOR SHALL FIoLD LOCATE 111111 -_ MEM INSTIL 1-8 45 BEND CONC. BLOC INC '---SANITARY SEWER ER : L i A.F. p85 50013 INSTALL: �---- '•� 1- 8 "x6_ -JEE (!11JxEL) __ - 1 -6" GATE VALVE (FLxMJ) 1. 13 LF 6' D.I. FIRE EXTENSION 1 -5 F.ti- ASSEMB ,` PER CITY ITY OF TIJKWILA S0 DS. N 1 -8 CAP - (MJ)i —{ CONC. BLOCKING I -HATER EASEMENT I INSTAL-' 11 -8 "t8' TEE ( MJ 1II-8 GATE VALVE (FLxMJ) ,( OONQ. B�L NC I 34 LF L. 218 LF B "D.I.W 89 76'52 "E 331 11' - 15' WATER EASEMENT z FINISHED PVMT. GRADE MIN. INSTALL - 1- 0"x8- TAPPING TEE (MJ,,FLI 1- " GATE VALVE (FLxMJ). rn C.-BLOCKING CO TRACTOR SHALL FIELD VERIFY UODLOE -EX 10 "- 'WATERMAIN PR I R TO CONSTRUCTION. INSTALL 1 -8 11 1 4' BEND) MJ CONC. BLOCKING =1 I PHASE 1 EX. PO E) FIRE' HYDRANT':. cal 'TY ENGINEER 1 - ll ``YY ir, I wl tSlc :to o . IL O Lai w Q M N N CO 0 CO N 0' l0 CO C31 s l u7 u7 N iri is (34 Z N N ▪ 0 0) z n O O 0) co O O N • '° O Z °O d 0 W v < 3 ` -. W 5 CO 5' R/W DED ICATIC:S EX OWt RT L I4 . . EX. POWER POLE 1 I I < I L I COI - 15' WATER, EASEMENT INSTALL I 1- 8"x8" TEE (MJxFL) 1 -8" GATE VALVE (FLxMJ) CONC. BLOCKING WATER TIGHT ADAPTER HIGH DENSITY PD LYED IYLES ACCESS FITTING WA TER T IG HT AD APTE R 1 PUT AS REQUIRED FOR 6,8,10 UI 12 PIPE ALONG CLINE GROVE DETAIL A SECTIC A -A ll BEDDING i -LR SPECS DETAIL A DETAIL B ",{ GASKET . 1 RISCR PIPE - • 1 I/2 IRI)IGATION EDA1T METER, 2' DOMESTIC WATER SERVICE 19 LF 8 D.I. W PN 214 LF 8 "D.I.W ASE ASPHALT - INSTALL:__ PHASE -2 -- 1-8"x8" TEE (MJxFL) CONC. BLOCKING INSTALL 1 -8 "x8" TEE (MJxFL) 1 -8" GATE VALVE (FLxMJ) CONC. BLOCKING =--1 I F II 11- L II ql WASTE WATER ACCESS DEVICE DETAIL WAD DETAIL NTS ;3. I 1 67 LF 8" D.I. W SEE DETAIL 1 FOR BACKFILL REQUIRE- MENTS HIGH DENSITY POLYETHYLENE ACCESS FITTING - -- S. 124th STREET 1 E wa :� / 1 PREFABRICATED CONC. CHANNEL W /GLASS FIBER SUPPORTED i PLASTIC LINER. AS MANUFACTURED BY GU- MANHOLE LINER OR 7 PREFABRICATED CONC. APPROVED EQUAL. CHANNEL W /FIBER SUPPORTED PLASTIC LINER. AS PER C MANUFACTURED BY GU- I MH LTD. OR APPROVED EQUAL 2' STD. MANHOLES -_ SEC. RI LINER INCOMING SEWER LINE STD. 2' MANHOLE BASE SEC. VFR IINE PER PLAN INTERGRATED SOCKET W 0" RING GASKET TO ELE ATION AND A SIOMOODA SE ER PIPE(TYP.) MANHOLE BASE STRAIGHT THROUGH FLOW EE A OL_ CI MANHOLE FRAME AND COVER, OLYMPIC FOUNDRY OH 30 OR QUILV. (MIN AT. 360 fl). PROVIDE NON -SKID SURFACE I -1" DIA. HOLE AND WORD "SEWER" CAST IN COVER. 3 BOLT, BOLT DOWN. MANHOLE ADJUSTMENT RINGS PRECAST CONE MANHOLE STEPS RUBBER GASKET JOINT [1-, - .1 12 "TYP. ASSOCIATED SAND AND — �[ - GRAVEL OR EQUAL PRE -CAST BARREL 2' MANHOLE BASE SEC. W /PREFABRICATED CHANNEL • W /LINER. SEE DET. 5 & 6 PEA GRAVEL OR SAND / BEDDING EX: WATER VALVE (5) PROVIDE ASPHALTIC CONC PER DIST. STD. (9 IF NOT LOCATED IN PAVED AREA. STANDARD MANHOLE DETAIL WATERMAIN ASPHALT CONCRETE X11 EX. GAS VALVE � 1 BY R POLE EX. SSMH 5 - F . POWER \ POLE APPROVED FOR CONSTRUCTION DATE .111 :5 �=o > N W � � K J m m m D Y Y D m Y Y Y W Y Y m o — N n N N SAWCUT LINE CONTRACTOR SHALL REPAIR PAVEMENT PER T -PATCH RESTORATION DETAIL. (SHEET R6) CONTRACTOR SHALL REPLACE SIDEWALK IN KIND TO NEAREST JOINT. t \ NOTES:" 1) DITIAILS SHOWN ARE UP. FOR ALL MANHOLES UNLESS OTHERWISE NOTED. 2) MANHOLE FRAME AND COVER TO BE ON OPPOSITE SIDE FROM OUTGOING PIPE. 3 3) ROTATE MANHOLE FRAME SO LOCKING TABS ARE OPPOSITE LADDER. - J- - -� 4) TOP MANHOLE STEP TO BE FOR HAND HOLD ONLY. 1 EXPIRES 3-TI1 W I— < Z W O O • Z o a 2 J W a E_ c V EX. F. H. EX.-' WATER VALVE L' .w l c I W / QII 26 Ol? CIO LEGEND DESCRIPTION 1 " =30' MI= 00 yy VALY - _ a - EX' ::W EX. POWER POLE W 12 `) 2 W Po 1 W W _ - . F I �. 6TH STREET EXISTING SANITARY SEWER MANNDIE WATERMAIN — W PROPOSED WATER AND SANITARY SEWER PLAN (PHASE 2) 1:!111 L`f•grlUnn f [: EX. POWER POLE 6I LF 8" D.I. W EX. POWER POLE 15' WATER EASEMENT Ti LF 8" D W (FIRELINE',� F.D.C. FX POWER PNI' 11/2' IRRIGATION DEDUCT METER ,:STALL: 8" TEE (MJxFL) -6" GATE VALVE (FLxMJ) LF 6" D.I. EXTENSION :i - 5 /4" F.H. ASS MBL `ER lITY rF T KWI S DS. y NC. BLUCKIN INSTALL: 1 -8 "x8" TEE (MJxFL) 1 -8" GATE VALVE CONC. BLOCKING PHASE 2 NOTE: DETECTOR CHECK VALVE ASSEMBLY LOCATED INSIDE OF BUILDING MECHANICAL ROOM. INSTALL: 1 -B" 45' BEND (MJ) CONC. BLOCKING 15' WATER EASEMENT' INSTALL: 1 8 "x6" TEE (MJxFL) - GATE VALVE; (FLxMJ)= 8 LF 6" D I F RE EXTENSION -5 /4" MBLY FER CITY F T KWI DS. -6" CAP (MJ CONC. BLCCKIN NEW BUILDING 'B' FF =43.0 5' :END BLO KIN 315 LF 8' D.I.W NEW LOT LINE 1 B Evergreen A '". L'ure 1E' .W ER EASEM NT SSMH I CONTRACTOR I SHALL FIE ) LOCATE EX. 8" SS I RIM =37.0± . E =24.0± M NSTALL: INSTALL: /1 8'x8 TEE (FL) -.'- 2 -8" -GATE VALVE ,,((FLz1 1 -8T BLIND (FL)fMJ) 9LIN 1 -S D FAN CON BLOCKING 1 -8" 90' BEND (MJ) CONC. BLOCKIB,G 15' WATERMAIN • EWEN TYP. BALL 1 -8 x6, TEE (MJxFL) 1 -8" - GATE VALVE (FLxMJ) S LF 6" D.I. EXTENSION 1- 5.1/4- F.H. ASSEMBLY. ER RY, OF ILA STD . -8" C (M) ON BLrCKI G 15 Al ii' ulcer alder. .:. Fi kltici� 5' R/W DEDICATION Ev3a F ]' htap� EX. SSMH SEE NOTE 1 IE =14.5± cent:: EX. 55MH RIM 47.05 6' PVC IE 38.23 SW 6' PVC IE 37.91 N 8' PVC IE 36,75 E EX. 6" SS STUB TO BE ABA NOD N EIT= Edge of ❑na EX. WATER VALVE (2) EX. SSMH RIM 40.48 8' PVC IE 30.85 W 6' PVC IE 31,48 NE 8' PVC IE 30.44 E 8' PVC IE 30.73 S NEW 6" IE =31.58 Y�I HLINE SEE SHEET C4 INSTALL: I a I I 1 I I I I ...:I II S89'16'S2"E 331.11' PHASE 2 0 1(1 . D g3g EX. SSMH = . 10" RIM PV C IE=13.35 (S) II IT PVC IE= 12.60 (E) EX. SSMH EX. RIM 30,92 POWER 8' PVC IE NOT 02 POLE 8' PVC IE 17.77 N 8' PVC IE 18.29 E NOTE 1: \ CONTRACTOR SHALL COORDINATE WITH VALVUE SEWER DISTRICT TO UNCOVER EXISTING MANHOLE ADJUST RIM TO FINISH GRADE -24.0. enter I creek o cfeef; II MIIIIMMIIMICINIMMII . - :. i■ F T I - M 1�irCiC a ik W - :.}y_°__ °°'__._... V✓� _ W — — _ — l i - -�„ yyr — 4-w — _ —W N EX. B" SS ° o .iI S. 126th STREET >- EX. SSMH RIM 29. IE=18.75 7t /1/5 '11()1'1 11 / t /111'() ,: I /11 /C:11CW X. 10" SS EX. SSMH RIM =27.3 IE =12.6 A\\ II LL 0 c-) 0 co W W 0' CO o • Z W Q � • W J J W Q 0 W co N a O N, • �•y, ss • ' STORM DRAINAGE GENERAL NOTES ALL WORK AND M SHALL BE IN ACCORD WIH TH 'NDARD SPECIFICATIONS FOR ROAR, BRIDGE, AND MUNICIPAL ANCE CON UCTI WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBLIC WORKS ASSOCIATION. WASHINGTON STATE CHAPTER, 1994 EDITION. TOGETHER WITH THE LATEST EDITION OF THE CITY OF TUKWILA ENGINEERING STANDARDS. 2. APN ROGRE APPROV ED COPY OF THESE PLANS MUST BE DN SITE WHENEVER CONSTRUCTION IS IN IT A B THE SOL RESPONSIBILITY HE CONRACTOR TO OBTAIN TREET USE AND ANY SH p THER E RELATED P ERMITS PRIOR TD OF ANY T CONSTRTUCTION ALTIV TTY IN S CITY RIGHT -OF -WAY. PRIOR TO ANY CONSTRUCTION CTIY, H CITY O TKWIL ENGINEG DEPARTMENT (206) 433 -0119 MUST BE CONT VIT FOR T A E PRECONF STRUUCTIA ON MEETING. ERIN ALL LOCA DF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED VI FIELD SURVEY OR ODTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IS THE SOLE RESPONSIBILITY OF THE THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURR ACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AN➢ AVOID ANY OTHER UTILITIES NOT SHOWN HEREUN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. TILE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION SERVICE (1 -800- 424 -5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL DE IMMEDIATELY CONTACTED IF A UTILITY CONFLICT EXISTS. 6. C GRAV ATCH EL CH BASIN - TYPE OR EQUAL. I - PER WSDOT /APWA STANDARD PLAN B -1 OR ASSOCIATED SAND AND 7. CATCH BASIN - TYPE II - PER WSDOT /APWA STANDARD PLAN B -IE (413-INCH :.D. OR 54 -INCH I.E. AS DESIGNATED) DR ASSOCIATED SAND AND GRAVEL CB -19, OR EQUAL. B. UNIT COVERS AS DESIGNATED ARE WSDOT /APWA STANDARD, (PER STANDARD P_AN B -12). 9. ALL TA Jan PL II CATCAN B-L2. H BASINS SHALL HAVE LADDERS OR SAFETY STEPS PER VSZOT /APWA S O. ALL LATCH BASIN FRAMES AND GRATES SHALL BE DUCTILE IRON PER WSDOT /APWA STANDARD PLAN B-2A, I. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT /CURB LEVEL. 2. ALL OIL /WATER SEPARATOR CB GRATES SHALL BE OF THE ROUND SOLID LOCKING TYPE. 3. ALL STORM DRAINAGE CONVEYANCE PIPE SHALL BE ONE OF THE FOLLOWING A. DESIGNATED A. HELICAL CORRUGATED ALUMINUM (OR ASPHALT - TREATED STEEL), MIIM0 GAUGE I GREATER AS SHOWN 2 2/3 -INCH x 1/2 INCH CORRUGATION, UM `_ WATERTIGHT CONNECTING BANDS. CONCRETE, PER A.S.T.M. C -l4, CLASS II, NWIITIF BELL AND SPIGOT (WITH ➢ELL FLUSH WITH C.B. WALL OF USED), WITH RUBBER GASKETS. P.V.C. CONFORMING TO A.S.T.M. D -3034 -SDR 35, PIPE MAY BE ANY OF THE ABOVE PROVIDED. I) PIPE JOINTS MUST BE OF THE SAME MATERIALS, AND 2) WHERE A PIPE MATERIAL IS SPECIFICALLY SHOWN ON THE PLAN, THAT MATERIAL MUST BE USED. E, MINIMUM PIPE COVER SHALL BE 2.0 FEET. SMOOTH WALL SPIRAL RIB ALUMINUM (DR ASPHALT- TREATED STEEL) PIPE, 16 GAUGE, 1/34 -INCH 3/4 -INCH RIBS AT 7 1/2 INCHES O.C. G. ADS TYPE N -12, HIGH- DENSITY POLYETHYLENE CORRUGATED PIPE WITH A,. INTEGRALLY FORMED SMOOTH INTERIOR TO , THE REQUIREMENTS OF A.A.S.H.T.O. M -294. H. ALL PIPE SHALL HAVE A TESTABLE JOINT. _PIPE BEDDING SHL CONFORM TO WSDOT PWA ECTION 930.]( D l�UMTNUM A"1D P.V.C. RIFE, AND SECTION 9-30.7(0A FOR /A [NCR PIE. ALL TRENCH '�.CKFILL Si�!ALL BE COMPACTED AL TO 92 PERCENT MINIMUM pRY RENS[TY P ER A.S FR ➢ L � ? -7R. .., SO THAT ENTIRE LENGTH O ALL PIPE SHALL BE LAID PROPERL PREPAED FOUNDATION ACCORDING TO WASHINGTON STATE TOM ON O ILA 7- 02Y 3(0. R THIS SHALL INCLUDE N WELL LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION AL MATERIAL TO U NIFORM GR AS WELL AS PLACEMENT AND COMPACTION F H OF REQUIRED BEDDING MATERIAL i0 UNIFORM THE PIPE WELL BE SUPPORTED DNA UNIFORMLY DENSE UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM THE TRENCH MEETS THE �EENTS FOR 'GRAVEL BACKFILL FOR PIPE BEDDING,' FI THE FIRST LEFT OF PIPE BEDDI MAY NAY BE HE OMITTED, PROVIDED THE MATERIAL THE BOTTOM THE TRENCH IS LOOSENED �'EGRA ➢E ➢, A COMPACTED ID TO FORM A DENSE UNYIELDING ELDING BASE. ALL BUIING ROO DRAIN DOWNSPOU TS AND FOOING DRAINS SHALL BE r CONNEC TO TH E MAIN STORM F DRAINS GE CONV SYSTEM THROUGH AN UNDERGROUND PIPE SYSTEM. ROOF DRAINS AND FOOTING DRAINS SHALL BE :SeH SYSTEMS AND SHALL BE CONSTRUCTED OF IN R B E -[NCH DIAMETER SHOSHOWN/ (RIGID, NONPERFORATED FOR ROOF DRAINS, PERFORATED FOR FOOTING SUFFICIENT L NSJ SUFFICIENT EUTS AND BENDS SHALL BE INSTALLED SO THAT THE SYSTE -. CAN BE EASILY MAINTAINED. THE SYSTEM SHOWN HEREON IS SCHEMATIC ONLY. THE DRAINAGE/GRADING CONTRACTOR OR LANDSCAPER MAY ALTER THE LAYOUT ASR DDIRED BET TO BETTER DRAIN THE SITE, THE CONTRACTOR SHALL KEEP A DIMENSIONED REEJRD OF THE LOCATION OF ALL PIPES A E O AND SUBMIT SAME TO THE CITY, EMI: .:::ER, AND OWNER UPON COMPLETION OF THE E WORK. RK. A ROOF ANO FOOING DRAINS SHAL I B LOCATED IN THE FD DJUST AS N ECESSARY D. GRAIN LINES SHOULD BE LOCATED OUTSIDE THE DRIP LINE OF AVO IMPACTING THE L EXISTING TREES DENOTED EE ON AND THE A GRAO ED T TO BE SAVED. THE :0 BE SAVED WHEREVER POSSIBLE. 8. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVE.: PLANS WHICH ARE ON FILE IN THE E NGINEERING DEPARTMENT. ANY DEVIATION FRC APPROVED PAWS WILL REQUIRE WRITTEN APPROVAL FROM THE ANY AGENC 9. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF AN:' ZIORM DRAIN PIPE. 0. C ONSTRUCTION OF DEWATERING ( GROUNDWATER) SYSTEM, IF REQUIRED, SHALL RE IN ACCORDANCE WITH THE A.P.W.q. STANDARD SPECIFICATIONS B ECKON 61 3.02, 1981 EDITION. 1. PRIOR TO OCCUPANCY, THE PERMANENT STORM DRAINAGE SYSTEM MUST BE CLEANED T. (0 O SEWE NOT R SYSTE LUMP M.) OR DISPOSE INTO ANY OTHER STREAM, STORM SEWER, OR SANITARY RIP RAP OR OON PROCON SHALL BE OF SOUN QUARRY ROCK PUCE' TO A MINIMUM ROCK DEPTFH OF ERSI ONE (1) F ROCK AGGREGATE TO BE AS FOLLOWS: 1/2 INCH - 2 INCHES - 10 PERCENT - 40 PERCENT 2 INCHES - 4 I NCHES - 20 PERCENT - 40 PERCENT INCHES - 8 INCHES - 40 PERCENT - 70 PERCENT . TESTING OF ALL STORM SEWER PIPE WILL BE AT THE OPTION OF THE CITY OF WK.,. . WHEN PLAIN ALUMINUM PIPE OR PIPE ARCH IS USED WHERE IT WILL BE IN CONTACT ..TH CONCRETE OR CONCRETE PIPE, ALL ALUMINUM SURFACES IN CONTACT WITH THE COI:C" OR CONCE PIPE SHALL B CL EANED WI PAINTED WITH PNO COATS OF PAINT. N T ALU INUM A M PA SHALL RE TH SOLVENT TO REMOVE COTAM INANTS CL BE CLEANING, THE PLAT SHALL BE 45INTED E TWO COATS OF PATINE CONFORMING TO FEDERAL SPECIFICATION R -P - 645 (PRIMER, R, PANT, ZINC CHROMATE. ALKYD LKYD VEHICLE,: LO 5. N THE TEORARY EROSON /SEDIME NTATIO CONTROL FACTURS SHALL COSRUCTE': PRIOR MP ANY GRACIN RO E N/SEDIM E W4D CLEARING IN E ACCORDANCE 8E WITH NT THE APPROVED T EROSION /SEDIENTAON CONTROL WHESE IZ TI MUST DE SA MAINTAINED UNTIL TI CONSTRUCTION PE AND S SE TDSCAPWC IS ES COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL EARTHWORK UNDER PAVING TO BE USED BY VEHICULAR TRAFFIC SHALL OM. P_TED TO MINIMUM 95 PERCENT ORY C PTIMUM DENSITY PER A.S.T.M. D- 1557 -70 BE (MOO TIE PROCTCR). 7. U TOP Of AVING. NLESS O NOTED ALL ELEVATIONS SHOWN IN PAVED AREAS ON THE PUNS ._ B. IMMEDIATELY FOLLOWING FINISH GRADING, ANY DISTURBED AREAS NOT SPECIFIED FOR PERMANENT LANDSCAPING SHALL BE SEEDED AND STABILIZED WITH PERMANENT VEGETATION. CONSISTING OF RAPID, PERSISTENT, AND LEGUME GRASSES (MINIMUM BC PER ACRE). THIS IS TO INCLUDE: - 20 PERCENT ANNUAL, PERENNIAL, OR HYBRID RYE GRASS 40 PERCENT CREEPING RED FESCUE - 40 PERCENT WHITE CLOVER THE SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVE, PLANS WHICH ARE ON FILE IN THE ENGINEERING DEPMEN. ANY DEVIATION FROM! APPROVED PUNS WILL REQUIRE APPROVAL fftOM TIIE ART PROPETR AGENCY. THE CONTRACTOR SHALL KEEP PARKING LOTS AND STREET CLEAN AT ALL TIMES BY SWEEPING. WASHING OF ANY TRAVELED SURFACE WILL NOT BE ALLOWED. 31. ALL PARKING AND DRIVEWAY AREAS TO HAVE POSMVE ORADAGE TO COLL TION /CO SLOPE: EYAN R ETAILS S SYSTEMS HALL NOT OR OVER RSE EEF TH D IS R RAIN EQU AT T . ONE PERCC ..i MIN (FIELD CORRECTION IS REQUIRED IN ALL AREAS THAT DO NOT MEET THIS REOUIREMEr,. 2. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL N BE BACKO MECHANFlCCED IN ICAACCLLY COMPORDANCE ACTED. CUTS WITH CITY OF INT TUO THE EXISTING AKWIU, WSDOT /APWA SPHALT SiANDAI;,, PU ', BE NEAT-LINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY COLD MIX PATC.AH, MUST PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HO'. ', MI% PATCH H SHALL DE PLACED WITHIN 30 GAYS. 3. EXTRUDED CEMENT CONCRETE CURBS AROUND ASPHALT EDGES SHALL BE CONSTRUCT, PER DETAIL SANITARY SEWER GENERAL NOTES ALL WORK AND MAT HALL BE IN CCORDANCE WRH THE "STNDAR SPECIFICATIONS FO RO S BRIDGE, AND A MUNICIPAL CONSTRUCTION. WAS ST;.:._ DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBLIC WORKS ASSOCIATION, WASHINGTON STATE CHAPTER, 1994 EDITION. TOGETHER WITH THE LATEST EDITION C■ TINE CITY OF TUKWIU ENGINEERING STANDARDS. 2. AN APPROVED COPY OF THESE PLANS MUST BE ON SITE WHENEVER CONSTRUCTION PROGRESS. IT A THO IBIr OF THE NTTOR TO OBTAIN STREET USE ANY SHLL OTHER BE RELA TE D PER PRIOR i0 ANY CONS ACTIVItt IN CITY RIGHT -OF -WAY. PRIOR TO ANY CO NSTRUCTION ACTIVI THE CIN OF TUKWIU ENGINEERWG DEPARTMG.': (206) 433 - 0 1 79 MUST BE CONTACTED FOR A PRECONSTRUCTION MEETING. 5. 6. THE SANITARY SEWER SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE DN FILE IN THE CITY OF TUKWILA ENGINEERING DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY. 7. ALL NEW SANITARY SEWER LINES SHALL BE SEALED OFF AT THE EXISTING TRUNK CONNECTION POINT UNTIL ALL UPSTREAM CONSTRUCTION IS COMPLETED, CLEANED, TESTED, CAMPED, A ACCEPTED BY THE CITY OF TUKW ALL CONSTRUCTION D EBRIS ANQ WATER SHALL BE REMOVED FROM PIPE PRIOR TO OPENING SEAL B. MANHOLES AND LIDS: ?9. SEWER PIPE, BEDDING, AND TRENCH COMPACTION: A ALL SEWER PIPE SHALL BE ONE OF THE FOLLOWING AS DESIGNATED: 1. P.V.C, CONFORMING TO AS.T.M. S -3034, SDR 35. 2. DUCTILE IRON, CLASS 50, CONFORMING TO AW.WA C151. 3. PIPE MAY BE ANY OF THE ABOVE PROVIDED: 10. 11. 6. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAJLABLE RECORDS ANO SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR U HER DISCOVER Y VERIFY I DE ACCURACY LM ALL UTTERS LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER 11TILIRES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UTWTIES UNDERGROUND LOCATIOS REPRICE (1 -800- 422 -5555) PRIOR TO CONSTRUC THE OWNER OR HI S REPRESENTATNE SHALL BE IMMEDATELY CONTACTED IF A UTILItt C ONFLICT IXISTS. A ALL TYPE I - 48 -INCH MANHS HALL NSTRUCTED PER WSDOT /APWA STANDARD DETAIL B -2 }p, WITH OLE ECC BE CO B. ALL MANHOLES SHALL HAVE A MINIMUM DROP OF 0.10 FEET BETWEEN INVERTS. C. ALL MANHOLES NOT IN PAVED AREAS SHALL HAVE LOCKING LIDS. D. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ADJUST ALL MANHOLE TOPS TO 1ATCH FlNAL ASPHALT ELEVATIONS AND GROUND ELEVATIONS IN LANDSCAPED AREAS. PIPE JOINTS MUST BE OF TH SAME MATERIALS, i WHERE A PIPE MATERIAL IS SPE ECIFICALLY SHOWN ON THE PLAN. THAT MATERIAL MUST BE USED. 4. MINIMUM PIPE COVER AT MANHOLES SHALL BE 8.0 FEET AND 5.0 FEET BETWEEN RUNS. B. PIPE BEDDING SHALL BE A.P.WA. TYPE "F' WITH MATERIAL CONFORMING TO SECTION 9- 30.7A(2). C. TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 92% DRY OPTIMUM DENSITY PER AST.M 0- 1557 -70 (MODIFIED PROCTOR) PRIOR TO TESTING SEWER LINES FOR ACCETANCE. S1DE SEWER LATERALS: A SIDE SEWERS SHALL BE 6 -INCH MINIMUM DIAMETER AT 2.0% MINIMUM SLOPE. B. SIDE SEWERS SHALL BE TESTED FOR LEAKAGE AT THE SAME TIME THE MAW LINE SEWER IS TESTED. IF NOT TESTED TOGETHER, PROVIDE TEST TEES AT SEWER MAIN CONNECTIONS. C. BURDINGS WISH GREATER THAN 10 UNIT SHALL BE SERVICED BY ONE OF THE FOLLOWING hfETHODS: 1. DOUBLE 6 -INCH DIAMETER SERVICES CONNECTED TO TRUCK BY STANDARD TEES OR INTO MANHOLES.:. SINGLE B -INCH DIAMETER SERVICE WITH CLE CONNECTED TO TRUNK IMO O N PLANS.) MANHOLES ONLY. (ALTERNATE CONNECTION METHODS '.PRE DEPICTED I D. ALL LATERAL CONNECTIONS TO SEWER MAINS SHALL BE MADE WITH A WYE OR SWEEPING TEE. NONSTRUCTION DEWATERING (CROU SHALL BE IN ACCORDANCE WITH THE APWA STAOF NDARD SPECIFICATION SECTION SY 61 - 1981 EDITION. 12. WHENEVER SEWERS. MUST CROSS UNDER WATER MAIN THE SEWER. SHALL' BE LAID AT SUCH AATION THAT THE TOP OF THE SEWER LINE IS AT LEAST 36 INCHES BELOW THE 21:0143,7 ON THE WATER MAIN 13. BUILDINGS SHALL NOT BE PERMITTED WITHIN'. 10 FEET OF THE SPRING LINE OF ANY SANITARY SEWER PIPE. 14. PRIOR EASEMENTS TO OCCUPANCY, TO THE CITY THE OF NKWIU. DEVELOPER SHALL GRANT 10' WIDE SANITARY SEWER 15. CLEANOUTS SHALL BE PROVIDED AT THE RIGHT -OF -WAY LINE FOR LATERALS ENTERING THE PUBLIC RIGHT -OF -WAY. WATER GENERAL NOTES (AINS TANY WORK WDIN THE GIN OF PERT TUKWILA O RIGHT -OF -WAY) H ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION; WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBLIC WORKS ASSOC.° , WASHINGTON STATE CHAPTER, 1994 EDITION. TOGETHER WITH THE,LATEST EDITION OF THE CITY OF TUKWILA ENGINEERING STANDARDS 2. AN APPROVED COPY OF THESE PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. IT SHALL BE THE SOLE RESPONSIBILNY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTNITY IN CITY RIGHT -OF -WAY. 4. PRIOR TO ANY CONSTRUCTION ACTMTY, THE CITY OF TUKWILA ENGINEERING DEPARTMENT (206) 433 -0179 MUST BE CONTACTED FORA PRECONSTRUCTION MEETING. ALL LOCATIONS IXISTING UTILITIES SOWN HEREN HAVE BEEN ESTABLISHED BY F SURVEY OR OBTAINOF ED FROM AVAILABLE H RECORDS AOND SHOULD THEREFORE BE CONSIDERED AP ANO NOT NECES COMPT. R IS THE SOLE RESPONSIBILRY OF TH CONTRACTOTE OR TO INDEPENDENTLY A VERIFY THE LE AECCURACY OF ALL IRILItt LOCATIONS SHOWN, ANTHER DISCOVER AND VOINTHER UTIDTIES NO SHOWN HEREON S H AL L MAY D 8E TO AFUR BY THE IMPLEMENATATION D AY OF O T SE PUN. THE CONE -55 SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION SERVICE (1 -800- 424 -5555) PRIOR TO CONSTRUCTION. '.THE OWNER OR H CONTACTED IF A UTILITY CONFLICT EXISTS IS REPRESENTATNE SHALL BE IMMEDIATELY THE WATER MAIN DISTRIBUTION SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE CITY OF NKWIU ENGINEERING DEPARTMENT. ANY DEVIATION FROM THE APPROVED PUNS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY. 7. CONNECTIONS TO EXISTING FACILITIES SHALL BE SEALED OFF UNTIL CONSTRUCTION IS COMPLETED. NO CONNECTIONS WILL BE ALLOWED UNTIL THE NEW WATER MAINS LAVE PASSED ALL PRESSURE AND PURITY TESTS. 8. WATER MAIN PIPE, BEDDING, AND TRENCH COMPACTION: A. ALL WATER MAIN PIPE TO BE CEMENT LINED, CUSS 52 DUCTILE IRON, CONFORMING TO A.N.S.I AIO1.51 A.WW.A. C751 OR LAST REVISION. CEMENT MORTAR SPECIFICT ), OR NS L A - MT SEAL C SHALL CON TO TE AN.S.f. A- 21.4 -7 (A.W.W.A C104 -74), OR LATEST REVISION . C. D. F. PIPE JOINTS TO BE PUSHED -ON, MECHANICAL OR FLANGE JOINTS. ALL WATER MAIN PIPE FITTINGS TO BE CEMENT LINED, CLASS 250 CAST IRON, CONFORMING TO A.N.S.I. A -21.10 AND A- 021.11 -77, OR LATEST REVISION. ALL WATER MAIN PIPE BEDDING TO BE A.P.W.A CUSS "C.' ALL WATER MAIN CEMENT CONCRETE THRUST BLOCKS TO CONFORM TO STANDARD DETAILS SHOWN ON THE PLANS. ALL WATER MAIN TRENCH BACKFlLL SHALL BE COMPACTED TO MINIMUM 929. DRY 0 PTIMUM DENSITY PER A. D- 1557 -70 ( MODIFED PROCTOR) PRIOR TO TESTING WATER MAINS FOR ACCEPTANCE. ILL WATER MAIN PIPE 10' AND SMALLER TO MAINTAIN A MINIMUM COVER AT 3fi INCHES BELOW FINISHED GRADE. =P AMR CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. 10. ALL WATER MAINS SHALL BE PRESSURE T IN ACCODANCE W THE SPECIFICATIONS OF TIIE WASHINGTON TESTE STATE A N HEALTH DEPARTMENT AND R CITY O F • TUKWILA STANDARDS. ALL INSPECTION AND PRESSURE TESTING SHALL DONE IN THE PRESENCE OF, AND UNDER THE SUPERVISION OF, THE CITY ENGINEER AND/OR HIS REPRESENTATIVE 11. CONTRACTOR TO PROVIDE PWCS AND /OR TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURItt ACCEPTANCE PRIOR TO FINAL TIE IN. 12. FIRE HYDRANTS: A. ALL FIRE HYDRANTS SHALL CONFORM TO THE CITY OF TUKWILA STANDARD PLAN NOS. W -3, W -4, W -5, AND W -6. B. ALL FIRE HYDRANT PORTS SHALL. FACE PERPENDICULAR TO CURB AND TOWARD DRIVEWAY AS SHOWN ON THE PLANS 13. DOMESTIC WATER SERVICES: ALL DOMESTIC WATER SERVICE LINES TO BE ttPE "K' COPPER, STANDARD GALVANIZED, STEEL PIPE, F PVC PIPE. SERVICE N NO. 202 NO. 03 ACCORDANCE WITH AND OF TUKWILA STANDARD PLAN N0. 202 OR N0. 203 (DOUBLE STRAPS AND CORPORATION STOPS). 8. METER BOXES TO BE INSTALLED BY THE CONTRACTOR. C. METERS TO BE INSTALLED BY THE CITY OF TUKWI, 14. BUILDINGS SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY WATER MAIN. 15. ALL FITTINGS SHALL BE CAST IRON OR DUCTILE, WITH FLANGED OR MECHANICAL JOINT CONNECTION, AND BE THE SAME THICKNESS CUSS AS THE PIPE USED. 16. LIVE TAPS TO BE COORDINATED WITH COY AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 17. ALL PIPE FIIS TO BE LISTED AND LIBEED U.S. FOR FIRE SERVICE; INSTALLED, TESTED ANO FLUS AS SPECIFIED BY NFPA STAN NO. 13 AND NO. 24. PROPERLY COMPLETED CONTRACTOR'S MATERAL AND TEST CERTIFICAT ARE TD BE PROVIDED TO WASHINGTON SURVEYING AND RATI BUREAU AND THE CITES PR Y OF TUKWILA NOT TO SCALE CONSTRUCTION NOTES AND DETAILS WATER QUALITY SWALE PE DETAIL THIS SHEET 4" COMPACTED DEPTH CRUSHED - ROCK RASE COURSE 10" 8 3/4" 15" 2" COMPACTED DEPTH CLASS 'B' A.C. PAVEMENT 8" SUBGRADE COMPACTED TO 95% LIGHT PAVING SECTION (ON -SITE) B" MIN. THICKNESS OF 2" -4" QUARRY SPALLS 3't ROCK WALL NOT TO SCALE 1/2" CAST IRON RING AND COVER NOTE: REFER TO GEOTECHNICAL REPORT BY GEO ENGINEERS, DATED FEB. 23, 1998 FOR ALTERNATIVE SECTIONS AND SUBGRADE PREPARATION. 3/4" SQUARES SPACED 3/4" AS INDICATED -HT 1/B" 1/8 " RAISE 1/2" WIDE BORDER F5/8" 3 -MAN ROCKS MIN. PIPE MATERIAL DIA FIBRE JOINT PACKING -I 45 DEC. ( BEND ATERIAL AS SPECIFIED BY THE ENGINEER / L : SIDE SEWER CLEANOUT BLOCKING DETAIL NOT TO SCALE CITY OF TUKWILA STD. CET. 5S -2 FABRIC PEA GRAVEL BACKFILL; 6" PERF. DRAIN PIPE WRAPPED WITH FILTER FABRIC. 4" MIN. OF ROCK UNDER PIPE 2' SAWCUT PAV'T 12" OUTSIDE OF TRENCH EDGES DNA L R.H EXPIRES SEAL JOINT PIPING NOT TO SCALE in anal a ll[_ j I al 4 3/4" FINISH GRADE PLUG FINISH GRADE- T_PATCH'l ROAD RESTORATION DETAIL NOTES: 1. PROVIDE 4" SAND BLANKET BEDDING FOR RIGID PIPE 2. ALL TESTING OF BACKFILL AND COMPACTION SHALL BE IN CONFORMANCE WITH ASTM D -1557 NOTE: THIS DETAIL. TO BE FOLLOWED FOR ALL CLEANOUTS LOCATED IN FLEXIBLE PAVEMENT AND UNPAVED AREAS. VARIES 25 44 SECTION AT WETLAND ENHANCEMENT 1"=30' H 1"=5' V 25 - SUBGRADE OR STRUCTURAL FILL MATERIAL COMPACTED TO 90% OF MAX. DENSITY GRAVEL BACKFILL FOR PIPE BEDDING M COMPACTED TO 95% OF MAX. DENSITY j5' WETLAND BUFFER EXTENDED FOUNDATION WALL BLDG. B FF -43.0 PATCH SURFACING TO MEET AND MATCH EXISTING. MINIMUM SECTION TO BE 3" A.C. PAV'T CL. B OVER 4" CRUSHED ROCK BASE STRUCTURAL FILL MATERIAL COMPACTED TO 95% OF MAX. DENSITY ._ :....... .......;FINISH ..GRADE .:o :.SECTION 0.75" 0 MASONRY BLOCK RETAINING WALL (ALLAN. BLOCK OR -EQUIV ) EXISTING: GRADE ; Et � SECTION: CONC. WALK. (TYP.) MAX. 3" SPACING 0.25 "x2 "x5" STRIPS 0.75" 0 FRAME 0.5" GALVANIZED OR NON- CORROSIVE BOLTS & NUTS SPHALT PAVEMENT CONC. WALK � 3 SECTION BETWEEN BUILDINGS 1 " =30' H 1 " =5' V 61 go 14 3 z NOTE: THE TRASH RACK SHOWN IS FOR ROUND PIPE. TRASH RACKS FOR ARCH PIPE ARE TO BE CONSTRUCTED OF SIMILAR MATERIAL AND CONFIGURATION. FLOW END VIEW ENDS TO BE WELDED TO 0.75 0 FRAME DEBRIS BARRIER NOT TO SCALE EXTRUDED CONCRETE CURB DETAIL NOT TO SCALE EXISTING; WETLAND STAIRS -SEE ARCHITECTURAL PLAN PROPOSED GRADE 01: SECTION TAIRS -SEE ARCHITEXTURAL PLAN .... CONCI WALK VIEW "A" ASPHALT PAVEMENT -- SIDE VIEW BLDG: B 3.0 WHEELCHAIR RAMP ANCHOR STRIP (TYP.) 0.75" 0 FRAME ; N Z L1 p 4 EACFI,K 2 "x5" STRIPS '^ WELD TO 0.75 "0 FRAME E ER SPACE UNIFORMLY. z U < 5 L w � U PPROX. €X. GRADE :.....:.I S SECTION " • ! • Q E o 0 Y Y Y U W Y Y m q \ N r � N 25 30 J_ F- W 0 0 z � VJ W 0 z z 0 VJ 0 O co o C) N y W I, ® Z :F co VJ V/' w z 0 a I-- 9 0W =N > W a < O Lif CA J J J W O W � ^ r VJ 25 20 ROCKERY X-SECTION 1 " =30'H 1 "= 5'V1 " =30'H 1 " =5'V § 25 20 15 10 5 20' 1/2 65 S. 126th ST. 60 55. 50 MATCH EX. .' R. _ 2 MIN. EX. ROCKERY TO BE REMOVED CELL 14 BOTTOM - EL 8 MASONRY BLOCK WALL HEICIIT VARIES 3Q L ",` SEE PLAN SECTION I S. 126th ST. R.O.W. SCALE: 1 " =10' HORIZ 1"=5 VERT. 30_ - 6' CHAIN LINK FENCE NEW MASONRY - BLOCK RETAINING 6" EXTRUDED WALL (ALLAN BLOCK' CONC. CURB OR EQUIV.) ASPHALT PAVEMENT MATCH EX. EL =20.Ot: Ex PROFILE N - CTION DETENTION POND X _-CTION 25' LANDSCAPE BUFFER - EXISTING - - TREE TO REMAIN -SEE TREE RETENTION PAN Ca SECTION PARKING LOT INVERT EL =20.5 TOP OF- POND =20:3 -- - -- PROPOSED PROFILE N SECTION i MAX W S EL =19.3 / 5 BERN • GRAVEL' WINDOW II E -15.5 IE -14.5 STATIC •W.S EL 15:5 • - . STATIC W.S. EL -15.5 I I, i : 1 PIT CELL *2 BOTTOM EL= 8 1 EXISTING GRADE 65 60 55 50 ROUND SOLID COVER MARKER "DRAIN" W/ OLOCKING BOLTS. U OTHERWISED FRAME AND LADDER OR STEPS OFFSET. SEE PLAN SHEET. FRAME & GRATE ELEVATION PER PLANS RIM - 28.0 OVERFLOW ELEVATION TO PROVIDE DETENTION AND OIL SEPARATION EL =25.5 pIPE SUPPORT STD GALV. STEEL OR ALUMINUM LADDER /STEPS CLEANOUT GATE AT GATE OFN BODY BRONZE MTD. OLYMPIC FDY. STD. OR B) LIFT GATE, f/C /I -LO, C CASCADE CULVERT INC. OR C) OTHER DEVICE APPROVED BY ENGINEER RESTRICTOR PLATE W/ DRILLED ORIFICE/ DIAMETER-1 1/4" ✓ IE =18.5 NOT TO SCALE NEW ROCKERY • ,. DETENTION /WET POND TOP OF POND =20.3 MAX. W S EL =19.3 STATIC W.S. EL =15 5 BOTTOM OF POND EL-8.0. PLAN VIEW NOT TO SCALE OUTLET PIPE TO WETLAND INVERT L =20. SHEAR GATE W/ CONTROL ROD PER KCRS DWG 2 -026 ANHOLE NOTES S & SLOPES, SEE PLANS. LET CAPACITY NOT LESS THAN COMBINED INLETS 3) METAL PARTS: A) CORROSION RESISTANT OR GAL- VANIZED OR ALUMINIZED TYPE II, B) IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT I. 4) FRAME & LADDER OR STEPS OFFSET, SO: A) CLEANOUT GATE IS VISIBLE FROM TOP. B) CLIMBDOWN SPACE IS CLEAR OF RISER & CLEANOUT GATE. C) FRAME IS CLEAR OF CURB. 5) STRUCTURE SHALL BE A TYPE II -60" CATCH BASIN MINIMUM. / WELDED STEEL PLATE 6" SECOND ( -O IFICE 60" CMP ELBOW IE 3.0 / DETENTION TANK ORIFICE DIA.= .0' , 2 LF 36" CMP CB #33 TYPE 11 -60" FLOW CONTROL MANHOLE 25 20 15! 10 NOTES AND DETAILS 1.0% OVERFLOW ELEVATION TO PROVIDE DETENTION AND OIL SEPARATION EL =19.3 PIPE SUPPORT STD GALV. STEEL OR. ALUMINUM LADDER /STEPS CLEANOUT GATE A) SHEAR GATE, IRON BODY BRONZE MTD. OLYMPIC FDY. STD. OR B) LIFT GATE, #C /C /I -LG, CASCADE CULVERT INC. OR C) OTHER DEVICE APPROVED BY ENGINEER INVERT EL =15.3 RESTRICTOR PLATE W/ DRILLED ORIFICE DIAMETER =4 1/8" IE =13.3 NOT TO SCALE PLAN VIEW NOT TO SCALE ROUND SOLID COVER MARKER "DRAIN" W/ LOCKING BOLTS. UNLESS OTHERWISED \ APPROVED BY ENGINEER FRAME AND LADDER OR STEPS OFFSET. SEE PLAN SHEET. FRAME & GRATE ELEVATION PER PLANS RIM =21.3 12" OUTLET PIPE \\ 54" CB #27 TYPE €I -54' FLOW CONTROL MANHOLE WETLAND MITIGATION: AREA - 0.5 WETLAND CONTAINMENT BERM EL -19.O± - - - TO :ELEVATION= 19.5 ORIFICE ELBOW 12" OUTFLOW TO CO #26 (EX. STORM DRAIN) 24" ACCESS MH & LADDER 77 MAX. W.S. EL =19:3 5 - W/E SECTION THROUGH WET/DETENTION-POND „a ,. AND MITIGATION AREA N.T.S. i "=5' V 6 SECONDARY ORIFICE ELBOW IE =17.3 ORIFICE DIA.= 16/16" INVERT L - 15.3 \- WETPOND EL =15.5 i I 11 1 11- _ . -�11 IC �NI III III,.. SHEAR GATE W/ CONTROL ROD PER KERS DWG 2 -026 BOTTOM OF POND EL =8.0 7 0 °' INVERT EL =26 0 NOT TO SCALE ROUND SOLID COVER MARKER "DRAIN" BOENGINEELTS. OTHERWISED FRAME AND LADDER OR STEPS OFFSET. SEE PLAN SHEET. FRAME & GRATE ELEVATION PER PLANS RIM =35.5 2 r 1J OVERFLOW ELEVATION TO'. PROVIDE DETENTION AND OIL SEPARATION = ONe•RY ORIFICE ELBOW__ =30.3 DIA.=„22 -i' 'H" JPF SUPPORT- . 2 �C I STD GAI V STFFI OR ALUMINUM LADDER /STEPS CLEANOUT GATE A)WGATEON BODY BRONZE MTD. OLYMPIC FDY. STD. OR\ B) LIFT GATE, pC /C /I - LG, CASCADE CULVERT INC. OR C) OTHER DEVICE APPROVED BY ENGINEER • / o a 12" OUTLET OUTLET PIPE TO WETLAND BY C cx &O r ran C N fl4A c 36" CMP WELDED STEEL PLATE 72" CMP DETENTION TANK CMP TO BE COATED WITH TREATMENT #2 TYP. INVERT L 6.0 SHEAR GATE W/ CONTROL ROD PER KCRS DWG 2 -026 (R ESTRICTOR PRIATE" 3 1W / DRILLED ORIFICE" C DIAMETER 13 .:' 60" E =24.0 CB #30 TYPE 11 -60" FLOW CONTROL MANHOLE NOT TO SCALE -.. -. -.. NAT r A✓re C iO CFTvc./Ts LR 2c�e l�l -rt v APPROVED FOR CONSTRUCTION U. ENGINEER o DATE E n O O O Y Y Y E5 Y Y O O O O O O O N n \ N EXPIRESD -Z 211 0 LL.. � I H 0 0 O cri • 2 Z co Z vN LL o" AC,1X' ,I i b B o 0 0AN z Co o w • C, CN1 O N CO CO N rn (0 00 I I Ln - LC N N N N O O CV Q) 00 O co 0 Z W co Zo' ▪ N < O N W v CO EX. LIGHT POLE 1"=20' 0 10 20 111111111=11111111111151 MINN 1111=111111111111111= ------ -- 20 OLLLO cn II 10 10+00 1 /•`:, 9 12 , SD • 17 C, ° L5, 15 EX 40 ----- 7/ -- 14-- --------------- 'ete -- — ------ s 'N — — 10 . ----- ) / FINISH ' NOTE: SEE SHEET R2 FOR 35TH AVE S. IMPROVEMENTS. GRADE /W C/L GRADE 0 FLOWUN --+0.00% 77 -- --- ----- PV1 STA 0+68.00 PV1 EL=15.90 10' v.0 8 : 67 LF 12" - 0 I. 18 0.30% .. EXISTING STA. 10+43, 17' R1 lc WATER Co R5, TYPE 1 -- RIM-15 7 1E-13.7 PVt STA 1X+1000 PVI EL=15.60 10 VC 11+00 8 - 7 ca„ Fra o ca R4 16 0 10 R/W C/L — - STA 11+10,17 Fif CB R4, TYPE 1 RIM=15.5 1E PV1 STA 12+16.00 PV1 STA 12+43.00 P01 S A 11+48 00 PVI STA 11+75.00 PV1 EL=16.20 PVI EL=15.90 PVI EL-16.00 PVI EL=15.80 D' V.0 I 10' V.0 10' V.0 20 V.0 65 [F XXI D.13 PLUG EXISTING TO EAST AND WEST. ADJUST RIM TO FINISHED GRADE EL=16.5± 0 EX. CB TO REMAIN 0:74% DC 2" GAS EX. CB RIM-17.0 lE=13.0 (TO BE RELOCA ED-COORDINAT R ELOCATION W/PUGET SOUND ENERGY) _1 - 14 ------- 1 ----- —1 81 It lE=14.0 STA. 11+75, 17 RT CB R3, TYPE 1 VIM-l5 80 E-13.28 12+00 PLAN VIEW 8 ROAD IMPROVEMENT PLAN SOUTH 124TH STREET ( EX. LIGHT POLE 1E= 13.9± EX. ,CB, TYPE 2 RIM=17.00 lE=13.00 PROFILE 02- ----- SAWCUT LINE 1' MIN. INSIDE EX. E.P. MATCH EXITING GRADE 8 — STA. 12+43, 17' AT CB R2, TYPE 2-48* F ir7g w , -16 EX. 2” GAS .0 BE-12E1P)O COORDINAT ELOCATION W/ PUGET SOUND ENERGY 12 SD CO 1129, TYPE 2-48" SEE SITE .DEVELOPMENT: PLANS 1.0% . — 135 LF.127 GPEP 0 EX. LIGHT POLE ,...--- ---,..„------_-- EX. LIGHT POLE ■._ ._:,../ --./.- -------------"--------- 1 0' STORM DRAINAGE ES MT. tv SE ST' —F-7 CURB RAMP (TY19.) , I SEE DETAIL SHEET ; 13+00 Dq /6g ETA 13+78 17 RT CB RI, TYPE 1 R1M=17.4 1E AD EX. DRIVEWAY TO BE REMOVEDi 14+00 CO' c 8i 2 'N._ _J._ • ---A 17 4 I ) >c_!< 8.7 18, Si EL, , J.O3 1E-86 ( I.E.- iE) IE-a3 04) EXIS11NG 10" WATER g2 RAN C/L SOUTH 124TH STREET EX. CURB TO BE REMOVED --- - E . 15" SD 15+00 BY c ENGINEER EX. LIGHT POLE EXISTING CONC. SIDEWALK - - EX. 15 SD SA.81TAP),, A Y.7A5IT25TA iJ f NOTE: CONTRACTOR SHALL PROVIDE STREET LIGFMNG IN ACCORDANCE W/ ILLUMINATION CALCULATIONS' BY ELECTRICAL ENGINEER AND CITY OF 'TUKWILA REQUIREMENTS. APPROVED FOR CONSTF?UC770N 20 TA R e have been reviewed hy the ruler, Wor' ' • :ent forI conform ,•••, Acceptance it • •ers a net et,"' 1 0 - ..ids or ordinance, • ty to „cJacy of the deSiga 1 _ ,h Al : Additions; delellorA c1. 05 after this date ;Is acceptaeed and will require a re L: 1, of rev ed dray.:Ams for subsequent appro,,i Fine! r •:,L9. is subject IA fietd inspection by the I' Works utilities inspector. °at - 71 2000 B Y' DATE - •• • W Set ,LT ffi 8 IL co Lii 0 z 0 z CC Ui z 0 0 0 CO cv co . WI z 0 Cl) < z cc co 0 0 W F- ao CC z 0 W C < 0 w r < CO r <t w cn El , Job Numbe 7390 Sheet R2 of 0 m I m a 'p G` /N G EN GIN 18 17.25 7.. 19.9 * 22.3 23 5 25.75 28.65 maw II �D ,b+ o� x I I 1 � m 1 I 1 1 EXISTING GRADE BREAK STA. 2 +00 .:.. .. ;... EL t9.9± • lxl I Irol Iyl • ..I 1 I . . o . STA 20 +00 C/L S. 1 24TH STREET .... .: ...... : ... .I..I. . 1 I • , . . . 1 . 1 1 1 • • 1 ' r .j I . PVC STA 22 +40.00 1 .PVC EL,723.13 N.N W .. 1 PVP • STA • 22 +90.00 PVC EL .25 • 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 8 (SEE !SHEET.R3).. • le: P : \SDSYPFOJ\ 7390 \EI;GINEERIdG \7390 –R4. DWG Dale /Times 07/1,,'2000 12:03 Scale: 1 =20 Ben Xrefs: Z7390– S,Z7390– T,Z7390R8, MATCHLINE STA: 23 +50 r z v4'" "17.5 „ 17.4 )17.6 , it? 17.6 *111.V - ` 17.7 IvY''l .9 as EX. 12" ADS SD 011'7®!®1llsi mil'1 1 1. 1 �Ils'iY1 ®1 ®lO MATCHLINE SEE SHEET R3 8 5 23 1 1, 1 SO II 11 I1 I I 11 00 Designed _KL Drawn MB Checked KI Approved DKB Date . 11/8/99 HorizontaI 1".20 Vertical For. SABEY CORPORATION 101 ELLIOTT AVE. WEST SUITE 330 SEATTLE, WASHINGTON 98119-4200 (206) 281 -8700 No Date By Ckd. Apr. E .: - S. 124TH STREET NN FrP, O jj ' C - -..... m 3 q i Mt 16 2 7/07/00 ER KL DKB PER FINAL CITY REVIEW 1 5/26/50 BW KL DKB GENERAL REVISIONS. Revision 1" =20' Title: ROAD IMPROVEMENT PLAN — 35TH AVE. S. INTERNATIONAL GATEWAY EAST II GROUP HEALTH COOPERATIVE TUKWILA, WASHINGTON EX. LIGHT POLE NEW R /W' APPROVED FOR CONSTRUC77ON 'TY ENGINEER STA 2: +6 .4 •VENUE S. = STA 30 +00 S. 126TH STREET EXPIRES: 9/23/01 0 10 20 40 65 60 M _ CC F / ® NEW R /W, W i W EX. R/W it -. -- I 50 .. .. .. CC 1 W 45 W rn Cn W W 0 to 35 Q Cn z I 30 J ' U 25 EX. 4; 24 +00 569% • N' ' I 11' I's \ —I I jcY ! I :p a_ , �° uc'ard 0101st EX.. GRAD 25+00 te R/W C/L ROAD IMPROVEMENT PLAN 35TH AVENUE SOUTH EXISTING CUL -DE -SAC TO BE REMOVED ___EX -DR L EWAY TO BE REMOVED 0 PLAN VIEW STA 25+49, 17' LT f CB R6, TYPE 1 IE =36.00 / PROFILE 1 " =20' HORIZONTAL 1 " =5' VERTICAL I _ _. IS -- .— ,1 • 35TH AVENUE SOUTH 130' VC. PVI STA. 26+14.00 PVI EL. 43.60 I „ � r , - i I 26 +00 27+00 CONSTRUCTION KEYNOTES: Ol SAWCUT LINE ® STA 24 +14, 19' & 27' LT EX. POWER POLE TO BE RELOCATED, CONTRACTOR SHALL COORDINATE RELOCATION WITH SEATTLE CITY LIGHT. (SEE NOTE 1) 03 EXISTING CURB TO BE REMOVED. X.� EXISTING STREET SIGN TO BE RELOCATED. ® STA. 27 +02, 19' & 28'. LT EX. POWER POLE TO BE RELOCATD. CONTRACTOR SHALL COORDINATE RELOCATION W/ SEATTLE CITY LIGHT. (SEE NOTE 1) 28+00 EX. FIRE HYDRANT TO BE RELOCATED. C„.z..e201,a c.... Tyr --� ` - - `—� ✓G D1S . - EX WATER VALV TO-DE .: ADJUSTED TO I I ® EX. POWER POLE TO BE RELOCATED. 9O EX. CHAIN LINK FENCE TO BE REMOVED. 10 STA 25 +57, 19' & 27' LT EX. POWER POLE TO BE RELOCATED. CONTRACTOR SHALL COORDINATE RELOCATION WITH SEATTLE CITY LIGHT. (SEE NOTE 1) 8 0 50' - V.C. VI STA. 28 +30.00 PVI EL. =62.50 r F n21 a ecp? ^.nee is subject to field insp:ecl on y the 1 001. Works i.lc S 65 60 accc " have been rE9VIE!V +,, for conic,. .... acceptance - .... 40 a �:5ich or not au .. ,lards or ordinances i I , c_quacy of the design I the Finer: Additions, deletions the-co drawings after this date will acceptance and will require a recut, I 35 rsvlcad drawings for subsequent aggro 30 25 NOTE SEE SHEET R4 FOR a S. 125TH STREET m IMPROVEMENTS. � \ cri M z -J 0 1— z w > CC 0 a- a� CC 1= O, O N C) d) O N 00 z • � CD = N a o N W J W CO 12" CAP PA 60 [ 0 20 70 LE L 1-26711 STREET A2-l-67.42 35TH AVENUE S. 6, a_ 'STA. 30+00 13 LT. 55 12' CAP TEMPORARY END OF SD lE=60 50 50 45 35 NOTE SEE SHEET 53 FOR 35TH AVE. S. ROAD MPR ,VEMENS , • I (j' 0, 12 CPEP 51.43% YSTEM I S \\ - 12 CREP 67 5 % , • \ , .... 52 • A "\ ------ --- op ,___..---- -,,,,, ),_-*,_..,.. ,__---- _....--, `....,;‘,...,,, ,,, ' , 2 ..! s.,3‘—/......;r, ., " - 54 ------- es , \ '''' '',- . i „-- . ,, ,,,,,C3 • , . ,,,. . 77.7 fzb - -- ...,./. , #22 Jt47, POP lan 5 , 5' CONC , SIDEWALK Rrw'DEDICAION t .... ,- - * : ‘,425 '" Ha l I v „ ,, . -- ..',... :-■ , 1 41,---•-•-•- - ------\-:,---,---- - 18 5014 R7, TYPE 1 ° ..,,, , t '.. ..t. ,!,:tt1k ' .,:',. ° - ' ' '' . . . 'r . .'''' ° ° CB IR8, TYPE 1 I e +70. 13 LT • CB R7 TYPE 1 RIM=63,0 15=545 • EX. 100 V.C. 30+00 31+00 0 Edbt of 0 (I) PLAN VIEW ROAD IMPROVEMENT PLAN -0- SOUTH 126TH STREET . Soil SOUTH 126) STREET 'toy, tile of thickonef osphoi FT. LIGHT POI.F 1 ,-,S1.1t I 47,5 PROFILE EX. GRADE •0-'13/W •••-• FINAL GRADE S FLOWLINE 1" HORIZONTAL 1 VERTICAL DEDICATION _616 -° .... , ''---- in=11.1101740----.- mittiotwor L71.11.s...,otr Cf) tu _.... _____ ---- -- A' ••,-- c , , L I II Z CO . c, cp •:: 2, _ 1±, C . ,,, II :,..,.... 0 ® ,p •. 0 ' 1 \ 4 - - h -, _ - ' - 3" ' E i ti 1 LO STA 82+50, 13' LT CB 458, TYPE 1 RIM-51.8 • lE=47.5 44.5 51 32+00 33+00 0 59 12 i 9■Ep - .sz rucfr -: -'` -•,.1. f , s I 1 n ''. ; , ..,,E.,, • ' __.- — --• ---- Ipe ::: ,..,) • ' ,--• ,',„ li.'7:7,,,,'",tti 40-- j F ., ----- - ,-,----,-- __-K6--- RO 5 \, . _ -------- 41 ' ---- ----- -) ?I:- ' f:': ■-:, . \ ''":,,, 77. ,f,c7, '-- ' VV . R/W 50210511010 E ‘, A1 CONSTRUCTION KEYNOTE& 0 STA. 30+21, 12 LT TO STA. 30+42, 21' LT /7. vi - STA 31+65, 14' LT 2 DOSING POWER POLE TO BE RELOCATED. E XISTING TELEPHOE N POLE TO BE REMO \,ED 0 STA 34+4 1 LT TO 1' LT .. EXISTING TELEPHONE GUY POLE AND GUY WIRE SAWCUT ONE .1' MINIMUM INSIDE. EXISTING E DGE OF PAVEMENT EX. 110' v.0 34+00 40' 37TH AVE S RAW TO: BE VACATED • E' STA 34+00 13' LT CB IRE, TYPE CONSTRUCT OR EX. 12" CONC. SD RIM=40.7 lE=37.0 IF ct g3g CB * 4. 1- ° CO LC) .ce CC 1 NOTE CONTRACTOR SHALL PROVIDE STREET LIGHTING IN ACCORDANCE WI ILLUMINATION CALCULATIONS BY ELECTRICAL ENGINEER AND • CRY OF TUKWILA REOUIREMENTS. -2.1% 241 11 12' •CPEP #1, 35+00 DATE I»• (1) CO. • I t C) I 1 0 APPROVED FOR CONSTRUC770N BY , 60 45 ---------, f • - • - • ' • • . - - - „ CONTRACTOR. SHALL COORDIMTE. RELOCATION_ ....... CONTRACTOR SHALL COORDINATE .REMOVAL . :, ....... . .. TO aE RELOCATED.. CONTRACTOR .SHALL COORDINATE WM-I SEATTLE CITY LIGHT AND US WEST RELOCATION . ..C.t.„.„. WITH AS • WEST. - . - . ---- . 1 - • WITH US WEST. • -- • , 0 Ia. STREET SIGN'. TO BE RELOCATED. 0, . STA 33+02 .14' LT - - : ----- : : EXISTING • POWER • POLE TO XE REMOVED 0 EX. EWE HYDRANT TO BE RELOCATED. \ • CONTRACTOR SHALL COORDINATE REMOVAL - - .. EX, WATER.- VALVE. TO - BE ADJUSTED, TO FINAL GRADE.- . N .. . . WITH US 'WEST 0 ".. •,,,....,....,---. Q„. EXPIRE:, 9/23, 01 I IL b 3 8 co TO L1J CO 0) CO 0 LLI F- iCtD r Lu = _J LT OW 0 0 N CO co 0 (.1 c\I TO 1 " =20' 20 =_ W W 2 40 :... -0) W W co 3 3 land flaq'02 I VI cc W II r • W .. cr) - o r 1 .0 r)" . Lau - LO - CO < I--. \ EX. LIGHT POLE CA ■ W/ RIP RAP PROTECTION _ -2.1% / EX. E/P_ 36 +00 PROFILE 12' SD PVI EX. PLAN VIEW 1 =20' -5' R/W DEDICAT4ON N$9' al 50'- VC _ STA. 36 +32 \ EL -35.6 - - . .. -. i l N � 57!/ GRADE _0 R/W C/L OP 12• FINAL GRADE ® FLOW LINE CPE 6 2.700: 1 20' HORIZONTAL 1 " =5' VERTICAL ROLIARG1 AND CHAIN (FIRE DEPT. ACCESS) ONLY.) 1 CB R10 12' SD 48' _sp STA 36 +50, 13' LT CB RIO, TYPE 1 RIM -34.75 IE =30.5Q t SOUTH 126TH,STREET, 40' EX. R/W F 6 CPEP (TYP.) NT() EACH 1 TRUCTURE - - -260 ROAD IMPROVEMENT PLAN _ EX. SSMH RIM =30.92 IE= 18.35(8" PVC. W) 1E-17.77 8" PVC N IE -18.24 8" PVC E CB RI1, TYPE 2 -60' STA 37 +45, 13' LT. \ RIM =30 50 IE =23.00 0 EX. 8" 5S -- 7" ----- 37 +00 4 SOUTH 126TH STREET 30' T-RER TO EXISTING (10:1) EXISTING.p)IVEWAY i2 "SD 35 30:. .. _. 0 4X LF 487 CPEP \ DETENTION TANK .....: BDT EL 23.5.. - MAX WAS :EL -27.5 ... 25..... • \ 20 LF 48" 'CPEP DETENTION TANK = IE 23.5 ... .. ....MAX WS EL =27.5 20 ...... \\ CB R12 TYPE-2-60 E=23.0 WITH RIP ' CONTROL STR CTURE RAP PROTECTION . STA 38+00,13' LT. 0O'X6'g12" THICK I SEE DETAIL THIS SHEET - PAD) .RIM =29.50 ... IE- 1� - D99-3'1'3 CONTRACTOR TO OBTAIN TEMP. CONSTRUCTION EASEMENT EXTEND EX. 18" 10 1.0 ±1.0± CONSTRUCTION KEYNOTES: SAWCUT LINE 1' MINIMUM INSIDE EXISTING EDGE OF PAVEMENT. O STA 37+15, 16' LT TO 21' LT. EASING POWER POLE TO BE RELOCATED. CONTRACTOR SHALL COORDINATE RELOCATION WITH SEATTLE CITY LIGHT AS U.S WEST. O3 STA 35 +65, 16' LT. TO 21' LT. EXISTING POWER POLE TO BE RELOCATED. CONTRACTOR SHALL COORDINATE W/ US WEST ROUND SOLID COVER MARKER "DRAIN' W/ LOCKING BOLTS. UNLESS OTHERWISED APPROVED BY ENGINEER FRAME AND LADDER OR STEPS OFFSET. SEE PLAN SHEET. FRAME & GRATE ELEVATION PER PLANS RIM =29.5 OVERFLOW ELEVATION 10 PROVIDE DETENTION AND OIL SEPARATION EL =27.5 SECONDARY ORIFICE DIAM.= 1/2" EL =26.5 STD GALV. STEEL OR ALUMINUM LADDER /STEPS CLEANOUT GATE Ty GA I E, IRON BODY BRONZE MTD. OLYMPIC FDY. STD. OR 9) LIFT GATE, NC /C /I -LG, CASCADE CULVERT INC. OR C) OTHER DEVICE APPROVED BY ENGINEER INVERT EL =23.5 12" DIA. RISER RESTRICTOR PLATE W/ DRILLED ORIFICE DIAM = 1" EX. LIGHT POLE PIPE SUPPORT MINIMUM TWO SUPPORTS PLAN VIEW NOTES: 1 PIPE SIZES & SLOPES, SEE PLANS. 2 OUTLET CAPACITY NOT LESS THAN COMBINED INLETS 3) METAL PARTS: A) CORROSION RESISTANT OR GAL- VANIZED OR ALUMINIZED TYPE II, B) IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT I. 4) FRAME & LADDER OR STEPS OFFSET SO: A) CLEANOUT GATE IS VISIBLE FROM TOP. 0) CLIMBDOWN SPACE IS CLEAR OF RISER & CLEANOUT GATE. C) FRAME IS CLEAR OF CURB. 5) S1RUCTURE SHALL BE A TYPE II CATCH BASIN MINIMUM. 1 OUTLET PIPE 2 LF 36" CPEP INVERT L =2 48" CPEP DETENTION TANK 0.5' DEAD STORAGE ) EXPIRES: 9/23/01 co T = (o w > W a d W W O a_ < r O O W Q WWW T Q O to z j W cc o z O N � O CB R12 TYPE II -60' CONTROL STRUCT. DET. \ NOT TO SCALE Zcl U Vl ON S 6 , 6 d L c EXIST. it't EXIST. ASPHALT PAVEMENT SAWCUT EXIST. PAVEMENT INSIDE EXISTING EDGE PER CITY PUBLIC WORKS INSPECTOR. SOUTH 124TH STREET HALF STREET IMPROVEMENT SECTION NOT TO SCALE EXIST. VARIES EXIST. ASPHALT PAVEMENT PUBLIC EXIST. PAVEMENT PER INSIDE EXIPUBLIC WORK BLI EDGE S II US INSPECTOR. 35TH AVENUE SOUTH ^HALF STREET IMPROVEMENT SECTION TO SCALE EXIST 12't EXIST. ASPHALT PAVEMENT SAWCUT EXIST. PAVEMENT INSIDE EXISTING EDGE E PR CITY PUBLIC WORI(S IN SPE�TOR. RIGHT OF WAY CENTERLINE RIGHT OF WAY CENTERLINE _ Q . 2 EX. 20' HALF )RIGHT OF WAY EXIST. VARIES HOT TAR SEAL RIGHT OF WAY CENTERLINE EXIST. 11'1 HOT TAR SEAL NOT TO SCALE 3" COMPACTED DEPTH CLASS '8' ASPHALT CONCRETE - 3" COMPACTED DEPTH 5/8" CRUSHED ROCK SURFACING TOP COURSE 3" COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE, WSDOT 4 -02 - GRAVEL BASE CLASS 'B' MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS SOUTH 126th STREET HALF STREET IMPROVEMENT SECTION NOT TO SCALE PAVEMENT GIST] CURB AND GUTTER 30' HALF RIGHT OF WAY VARIES SEE PLAN 2% EX. 20' HALF RIGHT OF WAY 3't 4" COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE 2" COMPACTED DEPTH 5/8" CRUSHED ROCK SURFACING TOP COURSE 6" COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE, WSDOT 4 -02 2% — GRAVEL BASE CLASS B MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS 3" COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE 3" COMPACTED DEPTH 5/8" CRUSHED ROCK SURFACING TOP COURSE 3" COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE, WSDOT 4 -02 GRAVEL BASE CLASS 'B' MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS 18" CEMENT CONCRETE VERTICAL CURB AND GUTTER 6" 5.5' THICK CONC. SIDEWALK CO IC. VERTICAL CURB & GUTTER PER DETAIL SHEET 5' R.O.W. DEDICATION / MIN. 3'1 4" THICK CONC. SIDEWALK CONC. VERTICAL CURB & GUTTER PER DETAIL SHEET -4" THi;K CONC. SIDEWALK - CONE. VERTICAL CURB & GUTTER PER DETAIL SHEET ROAD IMPROVEMENTS, SECTIONS AND DETAILS S CORE JOINTS Asphalt Concrete or Bltuminoue Plant MIK Replacement Patch Cut with Pneumatic Pavement Cutter Existing AsphoIt Pavement / %IM !.'.! S!.!.!.•.'.!.O•.• Existing Rigid Bose 5/6' Minus Compacted Crushed Rock urges. otherwlse Ordered by The City. / / / / / / / / / / J4 Wi!G :• f!i!W!i300.• i!4 Sieve SW. 3/4' 3/8' /4 /10 /2D /100 /200 Sand Equivalent X Passing 100 70 -100 55 -100 35 -95 20 -80 10 -55 0 -10 0 -3 35 MIN. BEDDING MATERIAL GRADATION TABLE Concrete 15OX .E Existin Depth TYPICAL PATCH FOR RIGID PAVEMENT TYPICAL PATCH FOR FLEXIBLE PAVEMENT Sew Cut Notes: 1. Provide untform support under barrel. 2. Work bedding under haunches. 3. Trench width(W) -Pipe I.D. plus 24' Max. for pipe 24' I.D. or smaller. -Pipe I.D. plus 38' Max. for pip. larger than 24' I.D. 4. eockfll Material 5 /B Minus Crushed Rock Links* otherwise Approved by the City. 5. For use with reinforced HDPE PVC an Privets Systems where approved. 6. See Pavement Patching Standard Plan. FLEXIBLE PIPE BEDDING IN TRENCHES NTS CITY OF TUKWILA STD. DETAIL DS -11 Existing Concrete Pavement 5/8' Minus Compacted Crushed Rock unless otherwise ordered by The City. NOTES: 1. All work to conform to the current Standard Specification. for Road, Bridge. and Municipal Construction. 2. A minimum of a one year guarantee le required on all pavement patehirq and overlays. 3. Controlled density fill In plats of crushed rock material 'may be required in cas.s of recent pavement overlay, or as directed by City Engineer. PAVEMENT PATCHING SECTION NTS CITY OF TUKWILA STD. DETAIL RS -3 O� f,SpSf4ltr EXPASION JOINT T <PREI<OLDED 11151 Nf NOTES, 5 /6' CRUSHED ROCK SECTION A -A 1. INSPECTION REQUIRED BEFORE PLACING CONCRETE. AT LEAST 24 HOUR'NOTICE MUST BE ONEN TO TU.IIA PUBLIC WORKS FOR INSPECTION. 2. CONCRETE S00EL�' BE CLASS B OR BETTER THAN 5 1/2 SACK, 3000 PSI. 3. ALL DRIVEWAY APRONS SWILL BE A MIN. 8' THICK. 4. ALL WORK SHALL'. BE PERFORMED IN ACCORDANCE WITH APWA/WSDOT PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE COY OF NKWI.A S. REMOVAL OF 01011NG CONCRETE CURB, GUTTER OR SIDEWALK SHALL . BE TO THE NEAP EXPANSION JOINT; SCORE JOINTS MUST BE SAW CUT AND REPLACED WITH EXPANSION JOINT, 6. DRIVEWAYS WITH HIGH VOLUME (A5 NOTED BY CITY ENGINEER) MAY' BE APPROVED FOR INTERSECTION TYPE ACCESS. 7. TURNING RESTRICTIONS MAY BE APPUED BY THE CITY ENGINEER. 18 ' 18' Section A -A A COMMERCIAL DRIVEWAY DETAIL NTS CITY OF TUKWILA STD. DETAIL RS -9 3' Vide Edger Finish 3/8' Full Depth Expansion Joint p A 2% Mnx. t Ty Gutter Curb 1% NIB. utter --� SIDEWALK DETAIL EXPANSION JOINT ELIMINATE IF GUE L APRON ARE POURED TT NOR IJ3LITHIC DVS `Rry� 5/8' Minus Crushed Rock Thickened Edge On Radius P-0/EP/CM C-1 /C-2 M -1 /M -2 All Others NTS CITY OF TUKWILA STD. DETAIL RS - 11 5' 6' 5' 5' Curb Ramp (See'Detall R -12) Sidewalk Widths 6' 6' 8' 6' 6' 5' 5' 5' Local CBD Access Arterial (See Note L) Score.. Joints Every 5' Expansion Joints Every 15' HANDFDRK ALONG RADIUS FOR SMOOTH TRANSITION 1' Vide x 3/8' Deep Score Joints 3/8' x 3.5' Expansion Joint —� NOTES 1. Sidewalks shall be a minimum of 8 feet wide at bus stops and pullouts, or where the speed limit Is over 35 MPH, or where a trail and sidewalk are combined. 2. Expansion Joints, shall be placed every 15', score Joints every 5'. 3. Cement concrete shall be placed on 2' of 5/8' minus crushed rock, and as otherwise specified In the current APWA /WSDOT Standard Specifications 4, Removal of existing concrete curb, gutter or sidewalk shall be to the nearest ,Joint) score joints must be saw cut and replaced with new. APPROVED FOR CONSTRUCTION DATE Y Y � 3 w m O 8 O O ■ � r N oo '13 ' I EXPIRES 9 0T O 1L 0 w 0 0 0 CD 4 p_ CD D 65 CO CD H Z GO 0 III V _ z > Q co O W J J J H W O U 0 0 9 I to N 0 N ' pe.e esee V.M.seeeeee ` -- DET. la 12 UILDING 2 STORY BUILDING saa Cr ca es -o 5 I U L 6A2 C C IC PANTED SDDPND CONC T 7-SIDPS SfE ptT. 10% 12 _ GXIPY cr. 6Ea ormiranamoiBGae —lo; CISIIGesssasas�isearems.mRsesaG i gca rHAJt'. i PHA II ' 1 0 _ �M N riri ;I D g sov Zu ) y LW _/'CL -. DS -D �6 xx• -r DI ®s afa ®le T L�SECxE EiaNWG WNL 25' LANDSCAPE BURER, BUILDING 'B' 2 STORY BUILDING 40,806 S.F. ROOF AREA SOUTH 24TH STREET RSF RE}M6G WALL E%i" EE! J 1 RESIDENCE IN AN 1 INDUSTRIAL ZONE 1 1 1 I dr) SITE PLAN EW C RB . 6R£E, E PRDAEPT I UNDER SEPWNtE FWWi NEW SIDEWALK I - - - - _ — �i rTs 75 -x— /!. •APE ry _ - - _ - _ -' - uws - wi�.sc 5mac _- ___ _ I , -- - =T •••• uE is /�1, II • �: '♦� 1t LAwfw. PXWxG IJI i 2 I ••�♦���, DER 126TH STREET a Dqq-0432 0 20 40 80 120 SITE £ s. 124th M Q VICINITY MAP PROJECT STATISTICS CODES: ZONING: MIC /L REQUIRED SETBACKS: FRONT 25' -0 SIDES NONE REAR NONE PARKING PROVIDED: PHASE I: STANDARD COMPACT HANDICAPPED TOTAL PROVIDED PHASE II: STANDARD COMPACT HANDICAPPED uwa is River TOTAL PROVIDED (RATIO 4- 8/1,000) REVISION NO, Z L:,L1L1 o4-38 1997 IBC, UMC, UPC, UFC, AND CITY OF TUKWILA ZONING CODE OCCUPANCY GROUPS: B ( OFFICE 35 %) / F -2 (TECH /R &D 65 %) CONSTRUCTION TYPE: V -N SPRINKLERED SEISMIC ZONE: 3 SITE AREA: PHASE I 286,149 S.F. (6.56 ACRES) PHASE II 275,719.5 S.F. (6.33 ACRES) BUILDING AREAS: BUILDING `A': MAIN FLOOR AREA 40,806 S.F. SECOND FLOOR AREA 40,806 S.F. TOTAL FLOOR AREA 81,612 S.F. BUILDING `B`: MAIN FLOOR AREA 40,806 S.F. SECOND FLOOR AREA 40,806 S.F. TOTAL FLOOR AREA 81,612 S.F. PARKING REQUIRED: PHASE I: OFFICE 28,564 S.F. 3/1,000 S.F. 87 STALLS MANUFACTURING 53,048 S.F. 1/1,000 S.F. 54 STALLS TOTAL 141 STALLS PHASE II: OFFICE 28,564 S.F. 3/1,000 S.F. 87 STALLS MANUFACTURING 53,048 S.F. 1/1,000 S.F. 54 STALLS TOTAL 141 STALLS 6 � e DD Permit No. 335 STALLS 62 STALLS 8 STALLS 405 STALLS 311 STALLS 65 STALLS 8 STALLS 384 STALLS OCT 2 6 Z0K DEW, CENTER FOR CONSTRUCTION 10/18/00 i ASPHALT PAVING ASPHALT PAVING (S SOILS REP ORT) EPDXY BONDING - - - AGENT (TYP.) ED WALK @ CURB DETAIL PLAN DIM. CONT. EXRUDED CEMENT CONC. m CURB / EXP. JTS. of 20'-0 .c. & SCORE T JTS. of 5 " -0° o.c. ASPHALT PAVING 3/4 R 3 "z 3 "z 1/8" GALV. STL. ANGLE FRAME W/ 2 NELSON - STUDS 3/4" R. CONC. FTG. - -. EXTRUDED CONC. CURD \ 1 1 /2,.= 1. -0.. ALL SIGNS MUST MEET "ENGINEERING' OR HIGHER GRADE SPECIFICATIONS FOR REFLECTIVITY PLAN DIM. L PLAN DIM. _ �i �'• -1, III: = -VIII - �c II_ III11 I, -1111 I I —III1 I I -1 I I NOTE: SEE CML DRAWINGS FOR DIMENSIONS OF CURB PLAN DIM. 2' 0" EPDXY BONDING ENT TOOLED EDGE \/\./\/\ FINISHED T E: - & • O CURB D PAINT 8 "x 8" C POST REVEALS WHITES _ 3 "z 3" GALV. STL. — POST ETIP REMOVABLE TRAFFIC BOLLARD O SABtEa ( PARKING PERMIT REOHIREm I ( VAN ACCESS )) IIDIE =III j= 1j�lEjjs go4gE7� ll IlH IIaIRIF1 - L�II ( ]IIJII 1 ._ 0 ' 4 CONC. WALK / (FINISH PER PLAN) GRAVEL NOTE: SEE CML DRAWINGS FOR DIMENSIONS OF CURB FINISH GRADE OR SIDEWALK 16 GA GALV. O EXPANSION JOINT . TUBE LINER N L ON A BLUE BACKGROUND PER STATE H.C. CODE METAL SIGN BOLT TO POST 'VAN STALL' SIGNS VAN STALLS ONLY 2 "O.GALV. PIPE - PAINTED EMBED IN CONC, 1' -6' 2 1/2 8% CONC, FOOTING HANDICAP PARKING SIGN 2X PRESS. TREATED LANDSCAPE EDGING III II I1 111 III ll l lll I- III 111 I I - - 1I NISH GRADE 1/2 "0 GALV. M.B. W/ WASHER & NUTS (COUNTER SINK) I Ell 1iil A #3 TIES 5R LAP 1' - MIN. © GUARD POST SLAB ® SIM, DETAIL TOOLED EDGE OLEO EDGE PLAN DIM. PLAN DIM. io PLAN DIM. PLAN DIM, O WALK DETAIL 7 1 " -T. -O" v— EXPANSION JOINT MAT. 4' NC. WALK UGHTCO.BROOM FINISH l 1 111=111 = 11 E GAL, STL. HASP WELDED TO ANGLE FRAME / 90% COMPPLTION PER SOILS ENGR O 9 CONTROL JOINT 1-.1.-0- BARS W- TA%) (2) #6 RBARS PRE MANUF. FIRE LANE SIGN 2'0 STEEL POST SLOPE 1:12 EXP. JOINTS FILLED FILLED LEVEL WITH FIRM, ELASTIC JOINT FILLER alb RCTAi 4' CONC. WA (FINISH PER PLAN) III 1 11-1_=111-111E1 1 =1 —++III L ICI 4=141_ ++I II III III IIIL_1 =1 I 1 -1 1I- CONTROL JOINT COMPACTED SOILS PER SOILS REPORT 4' CONC. WALK LIGHT BROOM FINISH 1 111el l i l ll l ll ll T ll l i l lll l i l lll i i i l e 90% COMPACTION PER SOILS ENGR, PRE -CAST CONCRETE CURB NON- SHRINK GROUT PRE —CAST CONCRETE CURB 3/4 " =1' -0" DETECTABLE WARNING EXTENDING THE FULL WIDTH AND DEPTH OF THE CURB RAMP SHALL CONSIST OF RAISED TRUNCATED DOMES HAVING A DIAMETER OF 0.9 INCHES NOMINAL. A HEIGHT OF 0.2 INCHES NOMINAL AND A CENTER -TO- CENTER SPACING OF 2.35 INCHES NOMINAL, AND SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. SLOPE 1:12 1/2' MAX.BEVELED at 1:2, TU SURF EXTRED ACE CONC. WASH 0 'FIRE LANE' SIGN DETAIL 0 CONCRETE HANDICAP RAMP 6'0 STEEL PIPE RLLED GONG - PMNi w EN YELLOW ASPHALT PAVING (GONG SLAB at 61M. OETNI) 18'0 CONC, FTG, FINISHED GRADE 43 RETENTION POND -fiq NOTE: PROVIDE ONE SYMBOL PER HANDICAP STALL - SEE SITE PLAN O AT HANDICAP SIGN 1 2 NO SCALE ASPHALT PAVING PER SOILS REPORT TC TWO ROC MIN, 1' -0" KS DIA 3RD & 4TH ROCK MIN. 1' -E' DIA UNDISTRUBED EARTH OR CONC. BASE CONC. PAVING W/ EXPOSED AG. FINISH $4 @ 18" O.C. EA WAY \ \-\ / / \ /\/\ / \ / \ /\ / \ / \ N COMPACTED SOIL PER SOILS REPORT 13 CONC. / ASPHALT PAVING DETAIL 0 NO SCALE O ROCKERY / FENCE DETAIL 1 4 NO SCALE 9 BIKE CAPACITY GALV. BIKE RACK BY CREATIVE PIPE , INC. OR APPROVED MYtiaxt ,\7\7•,, ��I E\ - / aIRlFlll =llF3 STEEL PIPE RAIL W/ BLACK VINYL CHAIN UNIT FABRIC INTERLOCKING MASONRY REATINING WALL SYSTEM RAVEL EXTRUDED CONC. CURB /GONG. WALK 1/2"=V-0" STEEL PIPE RAIL WI BLACK VINYL CHAIN LINK FABRIC RAVEL p Yf. � •d 16 ROCKERY / FENCE DETAIL 1 6 NO SCALE lG1Auuf4 7 y ( artall a n1P DES!GFI -- g t-I)REM5MfiH 4a Bt% oN 6trE Act1D AO4)LA&E 10 126. INS o2. -. 6a u- 7/J5pE6770/i Ate‘ k7c(,6, 6 MAX. 6 SQ.,. SIGN DIRECTIONAL ARROW WHITE LETTERING & SYMBOL ON A BLUE BACKGROUND METAL SIGN BOLT TO POST 2"0 GALV, PIPE - PINTED EMBED IN CONC 1' -A6" FINISH GRADE OR SIDEWALK 8 "0 CONC. FOOTING BICYCLE PARKING SIGN EXTRUDED CONC. CURB COMPACTED GRANULAR BACKFILL GEOGRID REINFORCING 250 W. H.P.S. SQ. BOX FIXTURE P.C. CONC WALLS -3/i6" ' 1 1/2" GALA. STL F B. WELD TO PLATE - PAINT U SQ. STL. POLE C- PAINT DARK BRONZE II II \ 24 m CONCRETE BASE (PNNTLD) III FINISH GRADE OR PAVING (SEE PANELS) 0 PARKING LOT LIGHT STANDARD 15 -6' DUMPSTER SCREEN PLAN NO SCALE DUMPSTER SCREEN ELEVATIONS NO SCALE 6° GALV. STL LP w/ W. at 3" G.A. CAST IN CONC. i -3/16" z 1 1/2" GALV. B. WELD TO TUBE 1 PAIN, 3 4 0 j " ER GALV, PIPE SPACER ° BTWN. - PAINT 2 1/2 DUMPSTER - N.I.C. 6" P.C. CONC, WALL 4" CONC, SLA W/ BROOM FINISH B T7 43'RUUI ' '((5. 2" z 4' x 1/8 SR. TUBE FRAME - PAIAfiED 18 GA. MET, DECKING PAINTED PERtt r0,141 LAST PLOTTED 10/25/00 RAr2D Ex ENCLOSURE EXIT CORRIDOR CONC. SHnAR db FIRST FLOOR STAIR PLAN 7 1 /2(VERI 7 1/2 (VERI RISEN. 223 0 1/4" 1/2' STAIR #3 293) 1/2" STAIR #3 1 1931 3 -8 1 /a" RISER 123 I jF, SECOND FLOOR STAIR PLAN 17q(40'4 WALL LEGEND 0 5 /8" G WB EA SIDE ON 3 1/2" METAL S FULL Hi TO BOTTOM OF DECKING O 5/e" GWB EA. SIDE ON 3 1/2" METAL STUDS TO BOTTOM OF CEILING O 5/8" GWB EA. SIDE ON 3 1/2" METAL STUDS TO 6" ABOVE CEILING D 5/8" W.R.- GWB DU SIDE ON 3 1/2 METAL STUDS 12" PLUMBING WALL 3 5/8" TYPE ' X' CWO EA. SIDE ON 3 t/2" METAL STUDS FULL HT. T BOTTOM OF DECKING <>1 5/8" TTPE x' GWD . N 6" METAL STUDS FULL HT. TO ' BOTTOM EA OF SIDE DECKIONG. 5/8" TYPE 'X' GIA EA. SIDE ON 3 I /2" META! STUDS O7 FULL HT. i0 BOTTOM OF DECKING W/ RATED LID OVER CORRIDOR - SEE WALL SECTION L /A4.5 5/8" TYPE 'x' CWB EA. SIDE ON 6" METAL STUDS Og F HT. TO BOTTOM OF DECG W / LID OVER CORRIDOR ULL SEE WALL SECTION KIN L /A4.5 (SIM }_ AI 5/" TYPE 'x' Gw8 EA. SIDE UN 3 1/2' METAL STUDS 9 FURRING ON CONC. PANELS -WALL TYPE 1" GYP SHAFTW LINER SHAFIWLL STUDS W/ ® 2 LAYERS 5 /8" Gw.B. WALLON ttPE A 5 E)l I � PPP O16F 6' -0 1/2' p_0. 1 2031 n \ ' (PROVIDE SOLID) MC. m.) L F /A3.2 J ' LIW. MEN 205) - `\ -- MIRROR 4S (_) y TU AT AMA - NAP' r _© - WOMEN 0 O ED C1 6 3' 7r 2 Y S OF G.WB. ® SIDE Wa15 6 LO®Y SEE DETAIL 2/A23 Rim ONS 72,01/2" STORAGE ( 2041 10 " - 1/2' �s. FE OP ma no :=Ral O OILET CORE P CONC. SHEAR V WALL META. P.00F A A HATCH SE T rADOER E ROOF E MT. 16/A5.2 MAIN. [ 208 [ anscor JAN. [ 206 C /A32a A M. 3' -0 E0. 8' -9 1/2 8' -0 1/2 n cuam CO ORE CPT 'C' ELEV. LOBBY 201 ) IL 8' -0 1/2' RI H ND PROSE 2 LAYERS OF ® SIDE Wa.:.S OF LODBY \ SEE DETat 2/A2.3 �i 5 / STAIR #1 1 291 ) ELEC. RM. FDT1 MRDO ROOM z,31 82 LI 15' -5 1/2" F --------_,___r__. I understand plans dCES P.'..:..: -._ adop d C u tracto, ccp/ c, AL RATED 1dECH. iHAfT an'/ Ey D'"n Pema NT. --— � OCT E 21100 REVISION NO, Z--.1 A FR1,IT ENTER To /19/00 i 0 w 0 U a sh eet A2.4a1 STEEL CHANNEL STRINGER CONC. FILLED 14 GA. METAL PANS O 5' -7 1/8" STAIR SECTION'r — SCALE: 12" =1' -0" WF STEEL BEAM CONC. TOPPING ON METAL DECKING 18' -5" 12 TREADS @ 11" = 11' -0" SECTIO SEE STAIR STL. ANGLE WELDED TO STL. CHANNEL r ye 14 GA. METAL PANS FILLED WITH CONC. W/14 GA. METAL RISERS SECURED TO STL CHANNEL STRINGER Cc) SUSPENDED GWB CEILING (ONE HOUR ASSEMBLY) CLASS FLAME SPREAD PER 803 ITEM 2 & TABLES 8A &/86 UL P210 ( K4 -1) (ONE HOUR ASSEMBLE") 5/8" TYPE 'X' GWB S DE ON 3 I /2" METAL STUDS @ 24 O.C.I (ONE HOUR ASSEMBLY) 5/8" TYPE 'X GWB EA. S DE ON 3 1/2" METAL STU S @ 21" O.C. ONE HO!(R ENCLOSURE I I L F M tt 'X' G.W. -I MEYAC "FRAMING® OF C 01,WIN SPRINKLER 1' -6 1/8" 1/2" TYPE De . W.B ON FURRING CHANNEL 3 24" 0.4 TIED TO D.W.J.S U.L R2717 -30) SUSPENDED GWB CEILING H• ^•TE DOOR SSE L Y BEYOND 2 1/2" CONC. ON METAL 14 GA. METAL PANS DECKING FILLED WITH CONC. W /14 GA. METAL RISERS SECURED TO STL. CHANNEL STRINGER SEE FINISH SCEDULE EXPANSIO BOLT - /2" MA . n IN CONC. N SLAB 1 ST. CHANNEL STRINGER (ONE HOUR ASSEMBLY) 5/8" TYPE 'X' GWB EA. SIDE ON 3 1/2" METAL IUDS @ 24 O.C. (ONE HOUR ASSEMBLY) 5/8" TYPE 'X' W EA. SIDE ON 3 1/2" META. STUDS @ 24 O.C. `Dgq-D43B SUSPENDED GWB CEILING (ONE HOUR ASSEMBLY) CLASS FLAME SPREAD PER 803 ITEM 2 & TABLES 8A & 86 UL P210 (RC4 -1) O 4 (ONE HOUR ASSEMBLY) 5/8" TYPE 'X' GWB EA SIDE ON 3 1/2" METAL STUDS @ 24 O.C. STAIR 3# 193 (ONE HOUR ASSEMBLY) i 5/8" TYPE '0 GWB EA. SIDE ON 3 1/2" METAL STUDS @ 24 G.C. 5' -7 1/8 fi 3 1/2" STAIR SECTION 'R' SCALE: 12 " =1 -0" 18' -2 1/2" 7 BASAL STUDS FIELD WELD JOIN ?5 I& GRIND SMOOTH &PAINT WELD END CAP TYP. SOLID BLKG. STEEL BRACKET NOSING OF 1 1/2 0'I STAIR STEEL PIPE DAIR HANDRAIL YO__ ® MOTTOMM GIR 81 @ ONE SIDE OF STA 1' -6 1/£ U- 1 -HR. ENCLOSURE 1 HR. RATE DOOR ASSEMBLY BEYOND (ONE HOUR ASSEMBLY) -'.. 5/8" TYPE 'X' GWB EA. SIDE ON �--° 3 1/2" METAL STUDS @ 24" O.0 A METAL FU RRING CHANNELS ON STAIR STRINGS RS 2 LAYERS I 5/8" TYPE 'X' GOB ON 7' - 0 1/4" RUBBER BASE CONC. ON "METAL DECKING T . , (SEAL CONC.) STEEL ANGLE WELDED TO STEEI. CHANNEL I (ONE HOUR ASSEMBLY) N ' 5/8" TYPE 'X' G B EA. S ID( ON 3 1/2" METAL SUDS @ 2 D.C. I a 5/8" TYPE 'X' G.W.B. EA. SIDE ON 3 1/2" METAL STUDS (1 HOUR RATED SHAFT WAIL) S OUND BAIT INSULATION ( UNPAGED FIBER GLASS GATT 1D /19 /DO OCT 2 0 2000 ft/ .41-FN i Or � 3 / r z H z (n J (— Lil D Q Q • U 1n t6 J 2 a II shee H ry� 0 0 A4.4a1 i • i /m0 B - Ofd3s@O�- �3/J9�J r a-- - T?�rl y «3@8b)e .3 @Air 33 e s9 "@ @flf ;:� ®F 01 1r a 'OO a J�ftti @fl61 38 `, gi �io�+2.Gm�i�rii�G�i �m7/i�� riiiy�idiJ • L�si sr�biisi�iois��v .�.9. NE■!!�J!■l91a� ■�� ■�!J® Ail► ���I� ®�I�i1fl■ri ■■■ai■■ ■'r ■ ■I ■IMrr, PHASE . REM =„ PHASE 2 _ ®� .941Avarte OA ■ N■ �i IMi■ riMiiG■- 1�WII■®■■ 6r 'iGs! ■Ge'llr "� ■ 00,�i ■i ®�'Ip■i= l■'i ■riaGi 0 0 J/■ 4" ::o Ail ^1■ ■ BUILDINCz 'A' Front Entry Planting - Typ- See Enlargment this Sheet ® ®sue Rear Entryf®lanti -TyK �m� See Enlargment this Shee EOM an O `D 111,11a11B ®■ �Mprai ■■ 6 ■■9 ■■CIP 7A SRIWIRWI SMIJIM■ � �®M� sw ± avw i isutetl11�dcMt, nbz n?.� ` �VI,P `o0.ei.ai$0 9)i°iiss`i� �► "li: gipV4ii i• �JGd IF_Ji e a • � � � s . ■■■■.- -am ■►r■■ ■■�■■ ■■ :■ ■■■�` 7111 - - +ii1/l■■■gl■ ■ ■■�i■ !!f■ ■■ a mil ■A�� ®®• I ��A�r III \ v p „� ,I� rh !s C,t [O Fot nr -Typ -Typ See Enlargment Shee Large Laurel 6 Ad= A 7■ PM7!Mi■■■ A► rn® M■■■■ SEM OL-\■■■ ■/'it•^r.■li■■! ■ ■■si71 ■ ®i'\ ■ ■IN■ 11 girMatehrEIVVIliff #4. I do •� !' TYPE 2 LANDSCAPE 5' WIDE 19t ®( - Wetland y Area NOTE: All planters at head of parking stall increased IS” Rear Entry Planting - Typ. 1 " . 10'0" Edge afconcrete 126TH STREET SOUTH 124TH STREET 1 ■ \ \. r-ol/38 DSCAPE O LANDSCAPE PLAN Note: Use Astilbe in place of Nosta For South Exposure at Building 'B' Front Entry Planting - Typ. 1" = 10: -0:: Not Use 1 -losta in place of Astilbe For North Exposure at Building 'A' I I I I 30' 60' 90' esignGroup 2329 Easl MBEISOn S7. seettle, Washington 98772 ( 208)322 -7732 1"=30' 120' CAM NO. 321 UCT 0 5.Hoci STATE O WASHINGT0N i e N e 0 0 0 0 1-4 H 0 O 0 r ' C 0 0 a) 0 U sheet to L1.01 0 J LM LEGEND SYMBOL BOTANICAL NAME Deciduous Trees Acer rubrum 'Red Sunset' L'rlodendron TulipiFera Pyrus calleryana 'Aristocrat' Platanus acerffolla Acer cirdnatum Acer gamala 'Flame' Corns kousa chlnens's Fraxinus lat'folia Populus trichocarpa Prunus serrulata 'Sh'rotae' Evergreen Trees ThuJa plicata Pinus sylvestris Pseudotsuga menziesii Chamaecyparts o. 'Gracllis' Pinus contorts Landscape Notes: Red Sunset Maple Tulip Tree Aristocrat Pear London Plane Tree Vine Maple Flame Amur Maple Korean Dogwood Oregon Ash Black Cottonwood Mt. Fuji Flowering Cherry Western Red Cedar Scots Pine Douglas Fir 1- I1nokl Cypress Shore Pine ALL NEW LANDSCAPE AREAS ARE TO BE WATERED WITH AN AUTOMATIC WATER CONSERVING IRRIGATION SYSTEM. 2. ALL NEW SHRUB AND GROUNDCOVER AREAS ARE TO BE MULCHED WITH A MINIMUM 2" DEPTH OF SPECIFIED MULCH, 3. 'WHERE GROUNDCOVER 15 PROVIDED, IT SHALL BE PLANTED AT THE SPECIFIED SPACING INCLUDING AREAS UNDERNEATH TREES AND SHRUBS. SAVE AND PROTECT EXISTING LANDSCAPE 5HOIt,N TO REMAIN, 5. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. Typical Deciduous Tree Planting not to scale COMMON NAME CONDITIONS / REMARKS 10' h evenl headed btwn. well- branched, matc specimens, 540. Mln. (3) 1/2" cal. trunks, 6' min. ht. well- branched, 545. Min. (3) I /2" 05. trunks, 6' min. ht. well- branched, 545. 1 -3/4" caliper, matched specimens, min 10' ht., full well branched, 545 I -I/2" cal. Full, 045. (2" cal. In 'South Buffer' Area I -I/2" cal., well- branched, 545 2" cal., full, 545 be grafts only 6 -8' ht. full and bushy to base, 545. (12 -14' height In 'South Buffe Area) 6 -8' ht., Full and bushy to base, 545, 6 -8' ht., full and bushy to base, B4B, (12 -14' height In 'South Buffer' Area) 6 -S' ht„ full and bushy to base, 545, 6 -5 ht., full and bushy to base, 540. DECIDUOUS TREE 1/2" dia. BLACK RUBBER HOSE 12 GA, WIRE (3) 2X2 DF, STAKES INTO SUBGR4DE 2 SPECIFIED MULCH FINISH GRADE PULL BURLAP OFF TOP 1/3 OF ROOTBALL PLANTING BACKFILL BREAK UP 51DE5 AND BOTTOM OF PI, SYMBOL BOTANICAL NAME COMMON NAME CONDITIONS / REMARKS Large / Medium Shrubs 0 O O Mln. I -3/4" cal„ 10' ht., evenly headed btwn. 5 -6'. well- branched, matched specimens, 545. (3" caliper In 'South Buffer' Area) Q 0 0 0 a O Typical Conifer Tree Planting not to scale Berber's thunbergii Euonymus aiatus 'Compacts' Ilex cornuta 'Burfordlr Ilex crenata 'Convexa' Myrtca californica Nandina domestica Osmanthus delavayif Pieris japonica Prunus lusitanlca Rhododendron 'Unique' Med. Yellow Rhodie Viburnum tins 'Sprang Bouc' Laurustim:s Native / Wetland Corns sericea Holodiscus discolor Mahonia aquirolium Physocarpus capltatus Rosa physocarpa Salfx scouleriana Symphoricarpus albus Viburnum edule Small Shrubs Abella 5. 'Edward toucher' Berber's g. 'William Penn' Ilex crenata 'Green Island' Viburnum davIdll Pinus mugo 'Mugo' Osmarea burkwoodli Prunus I. 'Otto Luykens' Splraea B. 'Anthony Waterer' Cistus hybrldus Shrubs Japanese Barberry Burning Bush Burford Holly Japanese Holly Pacific Wax Myrtle Heavenly Bamboo Osmanthus Pieras Portugal Laurel Redtwig Dogwood Ocean Spray Tall Oregon Grape Pacific Nlnebark Clustered Rose Sitka WIIIOW Snowberry H15h Bush Cranberry Mtn. 0-24" ht, Full and bushy, cont. or 545 Min. 0-24" ht., full and bushy, cont. or 545 Mtn. 18 -24" ht., full and bushy, cont. or 545 Mtn. 12 -15" ht., full and bushy, cont. or 045 Mtn. 30 -36" ht, full and bushy, cant. or 040 Mtn. 10-24" ht„ full and bushy, cont. or 040 Min. 15 -24" ht., full and bushy, cont. or 545 16 -24" ht., full and bushy, cont. or 545 Mtn. 30 -36" ht., full and bushy, cont. or 545 Mtn_ 15 -24" spread, Full and bushy, cant. or 545 Mtn. 0-24" ht., full and bushy, cant. or 045 Mln, 21 -24" ht., min. (3) canes, full and bushy, cont, or 545 Min. 24 -30" ht., full and bushy, co, or 040 Min, 15 -18" ht., full and bushy, cont. or 545 Mtn. I5 -IS" ht., full and bushy, cont. or Bt5 Min. 15 -IS" At., full and bushy, cont. or 545 Mtn. 15 -18" ht., full and bushy, cont. or 045 15 -I3" ht., All and bushy, cont. or 545 Mtn. 16-24" ht., Full and bushy, cont. or 545 Edward Goucher Abella Min. 15 -IS" ht., full and bushy, 545 or cont. William Penn Barberry Man. 12 -15" ht., full and bushy, 040 or cant, Japanese Holly Min. 12 -15" ht., full and bushy, 545 or cont. David's Viburnum Min, 15 -I3" ht., min, 10-24" spread, Full and bushy, 5451 or cont. Mugo Pine Min. 12 -15" ht., Full and bushy, 545 or cont. Fragrant Osmarea Min. IS -IS" ht., full and bushy, 845 or cont. Otto Luykens Laurel Man. I5 -IS" ht., min. 10-24" spread, Full and bushy, 1345 or cont. Red Splraea Min. 15 -IS" ht., full and bushy, 845 or cont. White Rdckrose IS" height,. 30' 0.0. trlang. spacing O Typical Shrub Planting not to scale SYMBOL 1 + 1 1 a 1 Dqq-oLt32 BOTANICAL NAME COMMON NAME CONDITIONS / REMARKS Groundcover Arctostaphylos uva-ursl Vinca minor Hedera helix Native Groundcover Mix Gaultheria sha lion Mahonia nervosa Po lyst [chum munitum Perennial Accents Astllbe chinens is 'Pumlla' I -Iosta siebold. 'Elegans' Geranium endressii 'Wargra ve Pink' Seeded Lawn Kinnickinnick Vinca English Ivy 40% Sala! 30% Mahonia 30% Sword Fern Pink Meadowsweet Plantain Lily Perennial Geranium Existing Vegetation to be Retained Surveyed Locations of Existing Trees Existing Hyper icum St. John's Wort 4" pots at 24" o.c. Groundcover to be planted throughout all pltg, beds where groundcover Is Indicated Incl. areas beneath trees and shrubs I gaon pots 36" e, Full and bushy plant Group at In on clus ters cent of 30 r -100 Ilke species I gal. pots at 30" on center. Well- rooted. I gal. pots at 24" on center, Well rooted. I gal. pots at 15" on center. Well- rooted. Weis anDesignGroup D ESC= 2329 Eaet MaCimn SL ev le opnenta =Planning ssses,ossse� n48it2 STATE OF WASHINGTON REG CER it l�T MOO r / p0 ARCHITECT < M < O w � f ✓ � W - A a rn ✓ � 0 sheet L1.02 LEGAL DESCRIPTION TOTS ANp }e IN BICCK 6 OF RIVERTON, F REPLAY OR:! OF RN'<RSIDE INTERURBA TRACTS, AS PFR aUT RF CfiRDf:O iN VVI_U ME t3 CF PUF TS. PA PAGE 36. RECORDS OF KING N COL'NN TOGETHER WITH THE EAST HALF OF VACATE^ }7?H AVENUE SOUT!I ApJ K NG LOT 34 AS ';AGATE' BY ORDNANCE NO 1863 ANV RECORDED UNDER RECORDIOI I N N0. ]:J2:1501 t; Z c A THE NORTH lD FEEr of Sao LOTS AND sa mNNEYEO m KING ""' FoR ROAD BY D[ED RE UNDER RECORDING N0. ]401040466: AND EXCEPT TiAT PORTION AW EAST OF THE WEST MARGIN PF FAST MARGINAL WAY, AS ESTABLISHED BY DEED RECORDED UNDER RECORDING ND. i401040a67, AND: LOTS 1 THROUGH 8 IN BLOCK 7, AND THE NORTH 10 FEET OF LOT 24, AND ALL OF LOTS 25 THROUGH 32 IN BLOCK 7, AND LOTS 2 THROUGH B IN BLOCK 8, AND LOTS 27 THROUGH 33 IN LC 8. ALL IN E N, REPLAY OF PART OF RNERSIDE INTERURBAN TRACTS, 0.5 PER B POLAT K R RECORDED IN VOLUME A 1} pF PUTS, PACE 36. RF.COROS OF KING COUNTY; TOGETHER YHA PORTIO OF VACATED 71 AVENUE SOUTH D NC BLOCK 740 21 8, 0.5 WITH VAATE D BY ORDINANCE N N0. 1863 3 AND RECORDED UNDER RECORD! "'G N. 14015011; EXCEPT THAT PORTION OF SAID BLOCKS 7 AND B CONVEYED TO KING COUNTY FOR 371 AVENUE SOUTH BY DEED RECORDED UNDER RECORDING N0. 7401040465: AND EXCEPT THAT RION OF BLOCK 8 LYING FAST OF THE VIEST MARGIN OF FIST MARGINAL WAY, AS ES RY DEED RECORDED UNDER RECORDING N0. 74p1040463; AND EXCEPT NORTH 0 FEET O5 ANC 2 GEED RECORDED THE UNDER R G N0 ]401p404643 IN BLOCK 7 CONVEYED FOR ROAD BY SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON, PARCEL 1'. LO KIN T G 4 COUNTY OF SHORERT CORD PLAT ING N0. No. ]8586001840930; ACCORDING TO THE SHORT PLAT RECORDED UNDER TOGETH WITH HE NOTH F t OF CATE SOUTH 124TH STR' LYING EAST OF THE SOUTHERLY ER PROD R OF THE FAST VA UNE OF D LOT 9 IN BLOCK 4, SAO SU DONISI AND WESTERLY OF THE SOUTHERLY PRODUCTION OF THE EAST LINE OF Sao LOT OF THE SHORT PLAT; SITUATE IN THE CRY OF TUKWILA COUNTY OF KING. STATE OF WASHINGTON. PARCEL 2: NORTH 300 FEET OF THE WEST HALF OF TRACT 7 OF RRS INTEURBAN TRACTS. PS PER PLAT RECORDED IN VOLUME t0 of PUTS, PAGE 74, IVE RECORD S OF R KING COUNTY. TOGETHER W. ALL THAT PART OF LOTS 1 AND 2 IN BLOCK 5 'RIVERTON A REPLACE OF PART OF RNERSID INTERURBAN TRACTS, AS PER RECORD I ED N OLUME 13 OF PLATS PACE 36. R ECORDS OF KING COUNTY, LYING WEPLAT STERLY OF A UVNE DES('.RIBED AS BEGINNING AT A POINT ON THE WESTERLY BOUNDARY OF SAID LOTS 1 AND 2, SAID POINT BEING 100 FEET DISN SOUTHERLY FRO THE NOTHWEST COR OFF 541OT THE NORTHFISTERLY TAT TO A POINT ON T HE NORTHE BOUNDARY NER SAD 0 LOLT I 1; SAD POINT BEING 30 FEET DISTANCE EASTERLY FROM THE NORTHWEST CORNER OF SAID LoT 1 AND rHE euo DF rws uNE DESCRmnDN; TOGETHER WITH THE SOUTH HALF OF VACATED SOUTH 124TH STREET, LYING WESTERLY OF THE SOUTHERLY PRODUCTION OF THE EAST LINE OF LOT 9 IN BLOCK 40F "MERTON ', A REP OF PRT r RISID Xg TRACTS, AS PER PLAT CORDED VOLUME EAT 13 OA F PLATS, PAGE VER 36 E A E ' ND EASTERLY OF THE SOUTHERLY PRO IN OF THE WEST LINE OF LOT 12, 5410 BLOCK 4; SITUATE IN THE CITY OF TUKWILA, GOUNN OF KING, STATE OF WASHINGTON. PARCEL 3: LOTS 9 6, INCLUSNE ATE' VACLE ,1 IN TUT DF 'RNNN', REPLAY OF RNERSIDE TO IN TRACTS, RECOR K IN VOLUME HE P 13 OF PU15, ER PAGE 36; TOGETHER WITH VACATED SOUTH 123RD STREET ADJOINING TO HE NORTH ANG TOGETHER W11 THE NORTH HALF OF VACATED 124TH STREET. T LYING WEST OF DIE SOUTHERLY PRODUCTON OF THE FAST LINE OF $AID LOT 9 IN BLOCK 4; SITUATE IN THE OFT OF NKWILA COUNTY OF KING, STATE OF WASHINGTON. PARCEL 4: LOTS 1 THROUGH B, INCLUSIVE, IN BLOCK ANp LOTS 1 THROUGH 6, INCLUSIVE, AND LOS 25 THROUGH 32, INCLUSNE. IN BLOCK 6 OF 'RNERTON', A REPEAT OF RIVERSIDE INTERURB AN TRACTS, AS PER FLIT RECORDED IN V OLUME 13 OF PUTS, PAGE 36, RECORDS OF KING COUNTY; TOGETHER WITH THAT RTION OF VACATED 34TH AVENUE SOUTH VACATED BY ORDINANCE N0. B6B9 ON PO OCTOBER 10, 1908, LYING BETWEEN SAID BLOCKS 5 AND 6; TOGETHER WITH THAT PORDON OF THE SOUTH HALF OF VACATED SOUTH 724TH STREET, THAT PORTION OF THE NORTH HALF OF VACATED SOUTH 125TH STREET, AND THAT PORTION NT THE EAST HALF OF VACATED 34TH AVENUE SOUTH, WHICH, TO KING COUNTY ORDINANCE N0. 8093, ATTACHED TO SAID PARCEL BY OPERATION RATION OF LAW; EXCEPT THERE THAT PORDDN OF LOTS I I BOCK OF "RIVERTON', UME A REPUT OF PA OF RNERSIDE INTERURBAN TRAT S, AS PE PLAT 5 RECORDED IN VOL 1J CF PUTS, PAGE 36, RECORDS OF KING COUNTY. 2 L YING WESTERLY OF A LINE DESCRIBED PS FOLLOWS: BEGINNING AT A POINT ON THE WESTERLY BOUNDARY OF SAID LOTS 1 AND 2, SAID POINT BEING 100 FEET DISTANT SOUTHERLY FROM THE NORTHWEST CORNER OF SAID LOT 1; THENCE NORTHEASTERLY TO A POINT ON THE NORTHERLY BOUNDARY OF SAD LOT 1, SAID POINF BEING 30 FEET DISTANT EASTERLY FROM THE NORTHWEST CORNER OF SAID LOT 1 AND THE END OF THIS UNE DESCRIPTION; AND EXCEPT THE H OOS AND 5 IN SAID BLK 6, CONVEYED i0 KING COUNTY FOR SOUTH SOUT 125TH 0 STREE T F BY LT DEED, 8 RECORDED UNDER REC N0. 8810200000; AND EXCEPT THE EASTERLY 10 FEET c E LOTS 1 THROUGH 8 IN SAID BLOCK 5 CONJEYEO TO THE Cltt OF TUKWIU BY DEED RECORDED UNDER RECORDING N0. 92032fi0787; SITUATE IN THE CRY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 5: THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., LYING EASTERLY OF THE EASTERLY MARGIN OF PRIMARY STATE HIGHWAY N0. 1 (SR -99). PARCEL 6: KI LONT G 7 COU OF NT SH Y RE CORD PUT ING N0. N0. 86 785018. 03240930; ACCORDING TO THE SHORT PLAT RECORDED UNDER SRUATE IN THE CRY OF TUKWILA. COUNTY OF KING, STATE OF WASHINGTON. PARCEL 7: LOT 2 OF SHORT PUT N0. 785018. RDING TO THE SHORT PLAT RECORDED UNDER KING COUNTY RECORDING N0. B6D3240930 TOGETHER WITH THAT PORTION OF THE NORTH HALF OF VACATED SOUTH 124111 STREET LYING EAST OF THE SOUTHERLY PRODUCTION OF THE WEST LINE OF SAID LOT 2 OF THE SHORT PLAT AND WESTERLY OF A LINE BEING 30 FEET WEST OF AND PARALLEL WITH THE NO PU RT T OF LY EETONTENSION OF THE CENTERLINE OF 35TH AVENUE SOUTH AS LOCATED BY THE HER RIY AND TOGETHER WITH THAT PORTION OF VACATED 35TH AVENUE SOUTH ADJOINING, AS VACATED UNDER CITY OF NKWILA ORDINANCE N0. 1572, RECORDED LINGER RECORDING N0. 9009171032. WHICH, UPOtJ VACATION, ATTACHES TO SAO PROPERLY BY OPERATION SITUATE IN THE CITY OF TUKW1A COUNTY OF KING, STATE OF WASHINGTON. PARCEL 8: LOT 3 K, SHORT PLAT N0. 018, ACCORDING TO THE SHORT PLAT RECORDED UNDER KING COUNT' RECORDING N0. 78 6p3240930; SITUATE IN THE CI, OF TUKWILA. COUNTY OF KING, STATE OF WASHINGTON. PARCEL 9: LOTS 9 THROUGH 1], INCLUSNE IN BLOCK 5 OF 'RNERTON'. A REPUT OF PART OF RNERSIDE INTERURBAN TRACTS, AS PER PUT RECORDED IN VOLUME 13 OF PUTSPAGE , 36, RECORDS 0. KING COUNTY, TOGETHER v i E THE WEST HA OF TRA 2] OF RNESIDE INTERURBAN RACT AS PER PUT RECORDED IN VOLUME t0 LF OF PUT S, PAGE 74, R OF KRJG C S, AND TOGETHER WITH THE WEST 100 FEET , TRT 38, RIVERSIDE IMEF:IRBAN TRACTS, AS PER PUT RECORDED IN VOLUME 10 OF PUTS. PACE ]4, RECORUB CF KING COUNTY. EXCEPT FROM THE ABOVE - DESCRIBED PARCELS THE FOLLOWING: IXCEPT THE NORTH 300 FEET OF SAID TRACT 27; AND IXCEPT THOSE PORTIONS OF SAD LOTS 13 THROUGH 17, INCWSNE, AND SAID TW,CT 36 LYING SOUTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE INTERSECTION OF THE SOUTH UNE OF SAID TRACT 38 WITH THE EASTERLY LINE OF PACIFIC HIGHWAY SOUTH AS CONVEYED TO THE STATE OF HINON BED ORDED UNR RECODING N0. 1996812: THE GT NORTH Y 12 DE 23' REC 12' WEST ALON SAID R EASTERLY UNE 207.50 FEET TO THE POINT OF BEGINNING OF SAID DESCRIBED S THENCE PARALLEL WITH THE SOUTH UNE OF F SAID BLOCK 5, SOUTH B9' EAST TO THE EASE UNE OF SAID BLOCK 5 AND DIE TERMINUS OF SAID DESCRIBED LI ED LINE; TOGETHER WITH THAT PORTION OF THE WEST HALF OF VACA 3H AVENUE SOUTH, WHICH ATTACHED TO SAD PORTION OF SAID BLOCK 5 BY OPER ATION 4T OF LAW; AND TOGETHER WITH THAT PORTION OF THE SOUHEAST QUARTER OF THE SO UTHEAST 'DARTER OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT HE NORTHE:: CORNER OF SAD SUBDMSIDN; 1 72.6 NORTH T 89' R M.' WEST ALONG THE NORTH LINE OF SAD E HIGHWAY 1]2.6 FEET. MORE OR LESS, TO THE EAST MARGIN OF PRIMARY STATE HIGHWAY NO. 1, ssR 99, PACIFIC HIGHWAY souTH: THENCE SOUTHEASTERLY ALONG SAID MARGIN TO THE EAST LINE OF SAID VD"'"; THENCE NORTH 01' 45' 40' EAST ALONG SAID UNE TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION LYING SOUTHERLY OF A LINE DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF 1HE EASTERLY MARGIN OF PRIMARY STATE HIGHWAY N0. 1 (SSR 99) WITH THE EAST LINE OF .0 SECDON 9; THENCE NORTH 12' 23' 12' WEST ALONG SAD EASTERLY HIGHWAY MARGIN A GISTANCE Z 50 FEET M THE TRUE POINT OF BEGINNING OF SAO DESCRIBED UNE THENCE SOUTH 89' 21' 12' EAST PARALLEL WBH THE SOUTH UNE OF BLOCK 5 IN R A REPUT OF PART OF RIVERSIDE INTERURBAN TRACTS, AS PER PUT RECORDED IN VOLUME 13 OF PLATS, PAGE 36, RECORDS OF KING COUNTY, TO THE EAST LINE OF SAID SECDON 9 AND THE TERMINUS OF SAID UNE SITUATE IN THE CRY OF TUKWILA COUNTY OF KING, STATE OF WASHINGTON. PARCEL 10 THOSE PORTIONS OF LOTS 13 THROUGH 17, INCLUSNE IN BLOCK 5 OF 'RIVERTON', A REPLAY OF PART OF RNERSIDE INTERURBAN TRACTS, AS PER PITT RECORDED IN VOLUME 13 OF PLATS, PAGE 36, RECORDS OF KING COUNTY, LYING SOUTH OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF SAD TRACT 38, WITH THE EASTERLY UNE OF PACIFIC HIGHWAY SOUTH, AS CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNR RECODING N0. 968 THENCE NORTH 12' 23' 12' WEST ALO SAID R EASTERLY LIN 153 .50 FEE; TO THE WEST LINE OF S41D TRACT 8; THENCE CONTINUING NORTH 3 12' 23' 12' WEST ALONG SAID EASTERLY LINE 50.00 FEET; THENCE PARAIEL w THE SOUTH UNE OF SA10 BLOCK 5. SOUTH 89' 2 1' 12 EAST TO THE EAST LINE OF TRACT 38 N:D THE TRUE POINT OF BEGINNING OF SAID LINE; THENCE CONDNUINC SOUTH 89' 2i' 12' FIST TO THE FAST UNE OF SAID BLOCK 5 ANO THE TERMIM1'US OF SAID LINE: TOGEHER T THAT PORDON OF THE WEST HALF OF VAC 34TH AVENUE SOUTH. WHICH ATTACHED TO SAID P0.RCEL BY OPERATION THE OF LAW ; (A RECO LSO RDING N KNOWN 0. AS 090816126A 0); PARCEL OF LOT LINE ADJUSTMENT N0. 89 -6 -BLA RECORDED UNDER SITUATE IN THE CRY OF NKW6A COUNTY OF KING, STATE OF WASHINGTON. PARCEL 11: THE NORTH 5 FEET OF TRACT 1; AND ALL OF TRACTS LT'S',. 14, 15. AND 16, DG ON COMM DIDON, A5 PER PLAT RECORDED IN VOLUME 20 OF PLATS, PAGE 46, RECORDS OF KING C TOGETHER WITH THE WEST 60 FEET OF THE EAST 220 FEET OF THE SOUTH 115 FEET OF THE NORTH 145 FEET OF TRACT 37, RERSIDE INTERURBAN TRAC15, AS P P LAT AND T OED IN VOWNE 10 OF PLATS PANGE 74, RECORDS OF KING COUNTYFR ; OGETHER WITH THAT PORTION OF THE SOUTH HALF OF VACATED SOUTH 125TH STREET T STREET A OF THE EAST HALF OF VACATED 34111 AVENUE SOUTH, WHICH ATTACHED PA TO SAID PARCEL BY OPERATION OF LAW, SITUATE IN THE CITY OF NKWI!A COUNTY OF KING, STATE OF WASHINGTON. PARCEL 12: LOTS 3 AND 12, EXCEPT THE SOUTH 6.9 FEET OF LOT 12; AND THAT PORTION OF LOT 1 ADJACENT TO SAD LOT 3, THE NORTH AND SOUTH LINES OF SAID PORTION OF LOT 1 BEING THE NORTH AND SOUTH LINES OF SAID LOT 3 PROJECTED WESTERLY. ALL IN DONALDSON ADDITION, AS PER PLAT RECORDED IN VOLUME 2D OF PLATS, PACE 46, RECORDS OF KING COUNTY. PARCEL 13: LOTS 10 1, AND THE SOUTH 6.9D T OF LO 12 O DDNALDSON ADDITION, PUT RECO IN VOLUME 20 OF PTAFEETS, PAGE T 46, REGF OROS OF KING COUNTY: AS PER TOGETHER WI(H THAT PORTION F THE :AST HALF OF VACATED 34TH AVENUE SOUTH, WHICH ATTACHED TO SAID PARCEL BY OPERATION OF TAW; S.A. IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 14: LOTS 9 THOUGH INCLUSN, ANp OTS 2 THROUGH 24 INCLUSNE IN BLOCK 7 OF RNERTON", A REPUT OF PART E OF RN INTERURBAN TRACTS, s Pnt PLAT RECORDED R IN VOLUM 1} pF PLATS, PAGE 36 RECORDS OF KING COUNTY; EXCEPT THE NORTH 10 FEET OF SAID LOT 24; SITUATE IN THE CITY OF TUKWILA COUNTY OF KING, STATE OF WASHINGTON. PARCEL 15: LOTS 19, 20, AND 21 BLOC OF 'RNERTON', A RUT OF PART OF RNERSIDE IMERURBAN TRACTS, AS PER P UT 7 RECORDED IN VOLUM 13 OF PUTS, PAGE 36, RECORDS OF KING COUN TY; SRUATE IN THE CRY OF TUKWILA COUNTY OF KUNG, STATE OF WASHINGTON. PARCEL 16: LOT 18 IN BLOCK 7 OF 'RNERTON', A REPLAY ART OF RNERSIDE INTERBAN TRACTS, AS PER PEA? RECORDED IN VOLUME 13 OF DF P PUTS, PAGE 36, RECORDRUS OF KING courJTY; SITUATE IN THE CRY OF TUKWILA COUNTY OF KING, STATE OF WASHINGTON. PARCEL 17: LOT 17 IN BLOCK 7 OF ' R E D RrON' A REPUT OART OF RNERSID INTERUR TRACTS, AS PER PUT RECORDED IN , VOLUME 13 F OF P PUTS, PAGE 36, E RECORDS BAN OF KING cpuNn; SITUATE IN THE CRY OF TUKWILA, COUNY OF KING, STATE OF WASHINGTON. PARCEL 18: LOTS 15 AND 10 IN BLOCK 7 OF 'RNERTON', A REPUT OF PART OF RIVERSIDE INTCOgRDS OlOrt, F KIN TRACTS, G C AS PER PLAT RECORDED IN VOLUME 13 OF PUTS, PAGE 36, REOUNTY. EXCEPT THE EAST 90 FEET THEREOF; SITUATE IN THE CRY OF NM , COUNTY OF KING, STATE OF WASHINGTON. PARCEL 19: THE EAST 9D FEET OF LOTS 15 AND 1 BLCK 7 OF "RNE A REPUT OF PART OF RIVERSIDE DS OF IN TRACTS, PS PER 16 PN UT ROECORDED IN VOLUME 13 OF PLATS, PACE 36, RECORDS OF KING COUNTY; EXCEPT THE NORTH 6.6 FEET OF THE FAST 90 FEET OF SAID LOT 15; SITUATE IN THE CRY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL 2D: LOTS 13 AND 14 AND T NORTH 6.B FEET OF THE EAST 90 fEET OF LOT 15 IN BLOCK OF "RIATIl ', A REPLA OF PART 8 F RNERSIDE IMERURBAN TRACTS, AS PER PUT RECORDED IN VOLUME 1 OF PUTS PAGE 36 RECORDS OF KING COUNTY PARCEL 21: LOT t7 AND THE EAST HALF OF l0T 78 IN BLOCK 8 OF 'RNERTON', A REPUT OF PART OF RIVERSIDE IMERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 73 OF PLATES, PAGE 36, RECORDS OF KING COUNTY; SITUATE IN THE CITY OF TUKWILA COUNTY OF KING, STATE OF WASHINGTON, - - - 7 PARCEL 22: THE WEST HALF OF LOT 18 TItE EAST HALF OF LOTS 19 AND 20 ANO ALL OF LOTS 21 AND 22 ALL IN BLOCK 0 OF "RNERTON', A REPUT OF PART OF RIVERSIDE INTERURBAN TRACTS. AS PER PUT RECORDED IN VOLUME 73 OF PUTS, PAGE 36, RECORDS OF KING COUNTY: EXCEPT THE WEST 80 FEET OF SAD LOTS 21 AND 22; SITUATE IN THE CRY OF maw, CO., OF KING, STATE OF WASHINGTON. PARCEL 23: THE WEST HALF OF LOTS 19 AND 20 IN BLOCK 8 OF 121VERTON A PUT OF RT O R INTERURBAN 1R "CTS, AS PER PLAT RECORDED IN VOLUME 13 RE OF PUTS, PA PAGE F J6 , RECOR OF KIIJG COUNTY; SITUATE IN THE CTIY OF NKWBA. COUNTY OF KING, STATE OF WASHINGTON. PARCEL 24: THE. WEST 80 FEET OF LOTS 21 AND 22 IN BLOCK 8 OF "RNERTON', A REPLAY OF PART OF RIVERSIDE IM ERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS. PAGE 36, RECOR OF KING COUNTY; SITUATE ■N THE CRY OF TUKWILA COUNTY OF KING, STATE OF WASHINGTON. PARCEL 25: LOTS 23 AND 24 IN BLOCK 8 OF 'RNERTON ", A REPUT OF PART OF RNERSIDE INTERURBAJ TRACTS, AS PER PLAT RECORDED IN VOLUME 13 OF PUTS, PAGE 36, RECORDS OF KING COUNTY; SITUATE IN THE CITY OF TUKWILA COUNTY OF KING, STATE OF WASHINGTON, PARCEL 26: LOTS 25, 26. ANO THE WEST 50 FEET OF LOT 9 IPLAN BLOCK OR 8 DE OF D 'RIVERTON', 13 A 'PAT OF PART OF RNERSIDE INTERURBAN TRACTS, AS PER T REC IN VOLUME PMTS. PAGE 36, RECORDS OF KING COUNTY: INTERNATIONAL GATEWAY EAST II - GROUP HEALTH 190.00' BLDG B (PHASE 2) FF =43.0 swum r•.: ?911■ aas now T7 T V ? :? QD SHEETS C2, C4 S 1_ 1 1; 1 1 11'i 1 I1 1I1Ir 1, I I I T1 I 11 1 1, , 11111 200.00' S 0 A PORTION OF THE SW 1/4 SECTION 10, TOWNSHIP 23N, RANGE 4E WILLAMETTE MERIDIAN, CITY OF TUKWILA, KING COUNTY, WASHINGTON r SHEET R1 IT 0'1 • SOUTH 124TH STREET • UAO 'iD11 nn adopted standards or ordinances The responsibility for the adequacy of the design rests totally with the designer. Additions, Motion ett lesbians to there drawings slier this date nil void Ibis atzepume and will guise o saelmodoi 4 stoked ittArines for subsequent a/palll4 Final sceeptanq is itdO VISObooks W the Public Works wain 1111181X11 By: 121,3 I ,ti= 143.00 SB918'15 100.00' 1 " =60' 30 60 STREE SHEET ' 1 hese lEns have been reviewed by the Po91Te- W - — — gas, -f —t S S HEE TR - - - - - - - - - - ' T R4_.,- \ Itepartment 'Tor conformans tens �. �.�.�. T' ;9T- sta�9Tri r '- A - r ie c llhjert to erro aamT" • omissrons wlticfilo not atitrolve•violauonT of • 1 120 CALL BEFORE YOU DIG 1- 800 - 424 -5555 UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE A 1 -800- 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. VICINITY MAP BENCHMARK 3" BRASS DISK ® S. 126TH STREET & E. MARGINAL WAY S. - TOP MONUMENT - ELEV. 36.44' KING COUNTY DATUM: NGVD (1929) NOTE: SURVEY INFORMATION PROVIDED BY SCHROETER SURVEYING (PROJ. NO. 99079) DATED 1/30/99 INDEX OF SHEETS: Cl OF 7 02 OF 7 COVER SHEET GRADING AND STORM DRAINAGE PLAN (PHASE 1) C3 OF 7 GRADING AND STORM DRAINAGE PLAN (PHASE 2) C4 OF 7 SANITARY SEWER AND WATERMAIN EXTENSION PLAN (PHASE 1) C5 OF 7 SANITARY SEWER AND WATERMAIN EXTENSION PLAN (PHASE 2) C6 OF 7 CONSTRUCTION NOTES AND DETAILS C7 OF 7 CONSTRUCTION NOTES AND DETAILS 131 OF 6 ROAD IMPROVEMENT PLAN S. 124TH ST. R2 OF 6 ROAD IMPROVEMENT PLAN 35TH AVE. S. R3 OF 6 ROAD IMPROVEMENT PLAN 3511H AVE. S. R4 OF 6 ROAD IMPROVEMENT PLAN S. 126TH ST. R5 OF 6 ROAD IMPROVEMENT PLAN S. 126TH ST. R6 OF 6 ROAD IMPROVEMENT SECTIONS AND DETAILS NOTE: ROUGH GRADING AND TEMPORARY EROSION \ CONTROL PLANS UNDER SEPARATE COVER. \\ D C)(135 CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAG 332 -120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902 -110 Er WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES Ft 11^a \€ PUBLIC LAND SURVEY OFFICE - -I 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504 -7060 - I r�UM6. a.' ..-' UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED OR DESTROYED 'SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. PaSIOHNO. 2-- APPROVED FOR CONSTRUC7ON BY CnPP.E •T�0(1 CITY ENGINEER LTR#� DATE 0 ® `J W I CO W CO O) Z CA O LL- Z O a � Q OW J _I y Q CITY OF Y"" o]EC 2fifi LI- PERMIT CENTER Gb h ' f �. O W X � Q W W N N Lf7 u7 N Z N N Y � G: M a � DETENI1ON /WETPOND TOD OF POND -20.50 MAX. W.S. EL =19.50 STATIC W S. EL =15.50 BOTTOM OF POND EL =8.00 LIVE STORAGE PROVIDED= 65,704 CF LIVE STORAGE REQUIRED= 6n 589 CF WET POND VOLUME REQUIRED= 41,901 CF WET POND VOLUME PROVIDED- 42,301 CF GRADING AND STORM DRAINAGE PLAN (PHASE 1) 3 +On TW =22.0 BW= 20.0 EX. 10" W 14 - - I' IEW-15 1 1 BW =18.o 15 II II i II FOOTING COLLECTION PIPE 6 PER6 (TYPICAL AROUND BLDG 'FOUNDATION; - CONNECT TO WETLAND) so 15O-LF TANK • 0.00 .(ROOF - DRAINAGE ONLY -. FEEDS EX. ' ENFIANCEMERT -AREA ) - A CCESS- RISEtt (TYP 7 - - AX SPACING 2 j GRAVEL ACCESS ROAD .19. 11 I 19 0 6 1 2 W D 1 MAX SLOPE WE' u 'I ILAID ' CONTAINMENT BERM 1 W -11 M ]P WIDTH - TOP EL.-729,501 � g 19 ... _.. ! �. - -� � 19 5 NEW-A OCK WALL 7\ j I f - - - ` za 5 27. )),:,. , , II .,: BW -21.5, s �... -- --- II � _ rW 240 - �. ,-as.. � , • r : • • r} • • • i t ... 1 I ".. ,_ N II' '. 1. i "'24.0 r 1W-20.0 26.0 TW =2 0 II 1 " i 3 3 C7FAf24 . , 7" 60=220 ; DOW J BW =200 11 - J ! X /235 ' ., -v. ` L �: att ..2 27.9" ollb IE =22.0 11' 106 24.5 9 RAP I( i i " �, ��j \` U PAD WITH RIP I BW22.0 ` 245` "!� �.. N - 6 x4'x _ - 24.0 6" THICK !I^ in -� ,II 8(( LF 15" CPEP NOTE DOWNSPOUTS SHALL BE CtECTED -TO ROOF DRAINT COLLECTION SYSTEM WITH WATERTIGHT FITTINGS. CONTRACTOR SHALL' REFER' TO ARCHITECTUAL PLANS TO, DETERMINE DOWNSPOAT 6.00ATIOIXS. ": • 27,0 • 267 1W -25.5 BW =24.0 CPEP 0 2.22% • 22.0 3.5 22.5 �. E EX. ROCKERY 25:4 / 23.5 I 25.0 V k - _ - 26 2 iigS.tifM•,taW_gw- .a .re:. w. T15 =25.5 BW =17.0 I Pca =2f 28.2 MATCH, EX 2 30' COMMERCIE DRIVEWAY PER•. STD. PLAN `;�, RS -9 • 27.31$: _ 0 MATCH EX. `I , WETLAND MR1GA11ON AREA 2' ROCK WALL LEGEND DESCRIPTION EX. 10" N' L11{F STORAGE MAX W.S. =19.50 DEAD STORAGE -.4 MAT'' W.5. =15.50 II EXISTING - 1 32 �- PROPOSED EMERGENCY OVERFLOW SPILLWAY 8' MIN. WIDTH TOP EL =19.5 - PHASE - 2 - ---- IE -14.0 CB #14 TYPE 1 RIM =26.50 IE= 23.00(15" W) IE= 23.50 (0 E) IE= 23.00 (12" SE) CB #15 TYPE 1 RIM= 26.50 IE =21.50 CB #16 TYPE 2 -48" RIM =28.00 IE= 20.25 (15" E) IE= 24.00 (12" E) CB #17 TYPE 1 RIM =24.50 V =22.00 CB #18 TYPE 1 RIM =23.00 IE =20.00 CB #19 TYPE 1 RIM =23.00 IE =20.50 30' WIDE COMMERCIAL DRIVEWAY PER STD. PLAN RS 9 NG 12 SD X. CB (TO REVIN);," RM =17.1" P_UG PIPET SOUTH STORM STRUCTURE DATA. CB #2:0 TYPE 1 RIM =21.70 IE =19.00 CB #211 TYPE 1 RIM =20.00 IE =17.50 CB #2:2 TYPE 1 RIM =19.00 IE -16.00 CB #2:3 TYPE 2 -48' RIM =21.00 E= 16.50 CB #24 TYPE 2 -48' RIM =23.50 IE -16.50 CB #2:5 TYPE 2 -48' RIM =24.50 IE =18.00 CB#26 TYPE 2 -48" W /SOLID LOCKING LID RIM =18.00 IE =15.15 CB #27 TYPE 2 -54" W /SOLID LOCKING LID RIM =21.00 IE -15.50 FLOW CONTROL STRUCTURE SEE DETAIL SHEET CB #32 TYPE 2 -54" RIM =27.40 IE =20.50 CB #33 TYPE 2 -54' FLOW CONTROL STRUCTURE SEE DETAIL SHEET RIM =28.00 IE =20.50 CB#34 TYPE 1 RIM =25.1 IE =20.10 .I.S•,1L4t STREET ' GRAVEL ACCESS ROAD 12 WIDTH, 7:1 MAX SLOPE CB #35 TYPE 1 RIM =27.75 IE =25.00 EX. 10 W TW =25.5 BW =18.0 NEW MASONRY BLOCK WALL WITH 6' CHAIN LINK FENCE M =2183 IE =12.58 (18 CMP SE) IE= 10.18 18" CMP W) IE =10.68 30" CMP S) EX. CO 9� IE =10.68 )48' EON 610=23.94 __IE 10 39.- (18 CMP E) , 10 34 (lO CMP - 0 2oP TW =25.5 BW =18.0 D 3-1) TW =26.5 BW =25.0 EX. 48" SD 2 BY 1° =30' CURB RAMP WITH 4' MIN LANDING CITY ENGINEER DATE 0 60 EX. CB RIM =22.45 IE= 14.65 (12" CONC. Et IE- 13.95 (18" CMP NW EXISTING CURB AND PAVING TO BE REMOVED (TYP.) APPROVED FOR CONSTRUCTION w � o r z O m V Q W W w LL w m m m m m m Y Y Y E 0 z a _ W `L W CCO I O Z cc 0 U Q O J E Cr) Z Q J o O Li 1- W O fr f W Z Q r O W Q R VEq �.� C1N KC DEC iL 2p6U V - PERMIT CENTER o \ z 0 0 oo o N CO 0 D 15 1" 330' T 3D -PHASE-2- 32 ------- - ---- - 6" PERF. PVC FOOTING DRAIN COLLECTION PIPE • 85 LF. 2" NOTE DOWNSPOUTS SHALL BE CONNECTED` TO ROOF DRAIN COLLECTION SYSTE,A WATERTIGHT FITTINGS. CONTRACTOR SHQtL REFER TO ARCHITECTUAL, PLANS TO DETERMINE DOWNSPOUT LOCATIONS., 64 LF B" CPEP. ®. 2.34% _ m urei `r 40' Wi,nn. EX. 37TH AVE. S.,°R/W (11) , BE, VACATED) X 09- 75 LF 6' DI r .DETENTION TANK • 0.0% \ ,(ROOF DRRNAGE ONLY -FEEDS INT ER WETLAND) ' IE=26.0 -a. 6" PVC ROOF DRAIN RISER ACCESS COLLECTION PIPE © 1.0% I MIN. e .7 24' WIDE COMMERCIAL DRNEWAY (PER CITY OF TUKWILA STD. DETAIL RS -9.) 1W =32.5 BW =28.5 MASONRY BLOCK WALL W/ 6' CHAIN LINK FENCE i 1 t f I • • 29.0 1 4 t I - �2 t =3 5.0 36.0 36.0 2 " CPEP CONC. TRANSFORMER PAD EL =30.0 • R/W DEDICATIO)H CATCH BASIN DATA: CB#1 TYPE 1 CB#8 TYPE 1 RIM-43.00 RIM-36.00 IE =39.50 IE =33.50 CB #2 TYPE 1 CB#9 RIM-40.50 NOT USED IE =38.00 CB #3 TYPE 1 CB #10 TYPE 1 RIM =40.50 RIM =33.00 1E =37.00 IE -31.04 CB #4 TYPE 1 CB #11 TYPE RIM =41.00 RIM =36.50 IE =36.00 IF =30.20 CB #5 TYPE 1 CB #12 TYPE 1 R1M =35.00 RIM =34.50 IE =32.50 1E =29.70 CB#6 TYPE 1 CB #13 TYPE 2 -48" RIM=-34.50 RIM =35.00 IE =31.00 IE =28.20 CB #7 TYPE 1 RIM =36.50 IE =32.75 CB #28 TYPE 2 -54" W /SOLID LOCKING LID FLOW CONTROL STRUCTJRE SEE DETAIL SHEET \. .. - ><,":::28 :3 r CB #29 TYPE 2 -48" W /SOLID LOCKING LID CONSTRUCT ON EXISTING 15" SD RIM =17.5± IE =13.01 CONTRACTOR SHALL VERIFY EXISTING 15" SD LOCATION AND INVERT ELEVATION PRIOR TO ANY GRADING /STORM DRAINAGE CONSTRUCTION. CB#30 TYPE 2 -60" W /SOLID LOCKING LID FLOW CONTROL STRUCTURE SEE DETAIL SHEET CB #31 TYPE 2 -60" W /SOLID LOCKING LID RIM =35.80 IE =26.00 GRADING AND STORM DRAINAGE PLAN (PHASE 2) Fd T. 80 LF 12" ,. _. 6.501._ ve i 78.0 ` 27 { { 2 .'25 X 26 .A�+A P a . `a te a. I.� h I { 5 --',y 4 6 - -3 = inr. .477=11. ���� 331.1V ��1'NEW MASONRY BLOCK WALL IPy =18.75 ,, -' NOTE: SEE SHEETS R4 AND R5 FOR SOUTH 126th STREET IMPROVEMENT PLANS. 38.0,E MATCH D{ - 1) 6 11- - 0 X 25 IIX 11 Ito 11 - 11� 11� 110 25' WETLAND BUFFER II EXIST. CB RIM =27.9 IE =14.81 11 11 II 11 11 11 11 11 11 11 II 11 II 11 11 11 II II 11 21! `. EXIST. CB IE =14.0, - PHASE - 2 - IE =16.5± BY ek APPROVE=' FOR CONSTRUC77ON DATE 0 O O O (0 0) 0 Z CO O LLI • Z a0 N a Q 0 r ? N O w e. J LLI Q I VE cm R oP TD . ' DEC - 8 20)) PERMIT GENT 1 " =30' 15 30 SAWCUT LINE C ONTRACTOR SHALL REPAIR PAVEMENT PER T -PATCH RESTORATION D ETAIL. (SHEET R6) CONTRACTOR SHALL REPLACE SIDEWALK IN KIND TO NEAREST JOINT. INSTALL: 1- 10 "x8" TAPPING TEE (MJxFL) 1 -8" GATE VALVE (FLxMJ) CONC. BLOCKING CONTRACTOR SHALL FIELD VERIFY LOCATION OF EX. 10" WATERMAIN PRIOR TO CONSTRUCTION. MmGATION AREA !CATION INSTALL: 1 -8 "x6" TEE (MJxFL) 1 -6" GATE VALVE (FLxMJ) 7 LF 6" D.I. FIRE EXTENSION 1 -5 1/4" F.H. ASSEMBLY PER CITY OF TUKWILA STDS. 1 -8" CAP (MJ) CONC. BLOCKING NOTE: DETECTOR CHECK VALVE ASSEMBLY LOCATED INSIDE OF BUILDING MECHANICAL ROOM. INSTALL: 1 -8" 45' BEND (MJ) CONC. BLOCKING S LF8 "D.I.W (FIRELINE) INSTALL: 1 -8 45' BEND MJ CONC. BLOCKING EDUCE M INSTALL: 1 -8 "x8" TEE (MJxFL) CONC. BLOCKING NEWJ9T LINE NEW BUILDING 'A' FF =29.0 13 LF 6" PVC SS S 7.3% NEW SSCO RIM =29.0 IE =22.5 ACCESS WASTEWATER RIM =26:4 IE =21:55 INSTALL: 1 -8" 45' BEND (MJ) CONC. BLOCKING 157 LF 8 0.I 20 LF 8" D.I. W INSTALL: 1 -8 "x8" TEE (FL) 2 -8" GATE VALVE (FLxMJ) 1 -8" ADAPTER (FLxMJ) CONC. BLOCKING CONTRACTOR : '1ALL FELD LOCATE EX. 6" SAN SEWER STUB. REMOVE PLUG AND EXTEND 6" PVC IE =9.Of STD. 2' MANHOLE BASE SEC. 1 - 45'. BEND MJ CONC. BLOT NG EX. 12" SS /' -' EX. 6" SEWER STU 1- 8 i 1-6" GATE VAL 13 LF 'B' D.1. ( 1 - • .\ PER CITY OF T 1 - CONC. BLOCKIN 15' WATER EASEMENT 2181OF 8" D.I. W 2 "E - _ S89'1 331.11" IN ALL, •'PING TEE (MJxFL) 1 • - GATE VALVE (FLxMJ) C F BLOCKING CO TRACTOR SHALL FIELD VERIFY ••• •� • EX 10 "'WAT c.• -� PRIOR TO CONSTRUCTION. INSTALL 1-8 11 1 4' BEND CONC. BLOCKING FINISHED PVMT. GRADE 4" MIN CITY ENGINEER EX. SSMH RIM =18.4 E-12.4 S DEDICATION i I VLF' POLE I I Q .1 � I 15' WATER EASEMENTI 0 • EX. WATER .1 VALVE,) .I h EX. POWER=;'' POLE ,. EX. WATR__ VALVE ,() INSTALL: 1 -8 "x8" TEE (MJxFL) 1 -8" GATE VALVE (FLxMJ) CONC. BLOCKING WATER TIGHT ADAPTER HIGH DENSITY POLYETHYLENE ACCESS FITTING . L � WATER T IGHT ADAPTE mob POWER POLE EX. 10" W S RE , C O U R T A 6,8,10 & 12 QUIRED PIPE ALONG CUTTING GROVE DETAIL A -:... ED..R. STD - SEWE CF 6, d 6 BEDDING PER SPECS. SECTION A -A 2' DOMESTIC WATER SERVICE DETAIL B 1J2" WATER. LF 8 D.I. W INSTALL- 1-8"x8" TEE (MJxFL) CONC. BLOCKING \ INSTALL' 1 -0 "x8" TEE (MJxFL) 1 -8" GATE VALVE (FLxMJ) CONC. BLOCKING 15" PVC 000 -35 DETAIL A --GASKET I L -RISER PIPE WASTE WATER ACCESS DEVICE DETAIL NTS - EX. F.H. r - EX._POWEI4_P_OLE _ W .I W - - W 214 LF 8" D.I 15' WATER EASEMEtIT F PHASE 2 ASPHALT 'I A WAD DETAIL WATER AND SANITARY SEWER PLAN (PHASE 1) 67 LF 8" D:I.W C.I. MANHOLE FRAME AND COVER CLEARANCE 4" MIN./ 8" MAX. - EXISTING GRADE \ (2) CONC. GRADE RINGS(M IN) AND MON. SHRINK GROUT -WATER TIGHT PLUG 15" PVC ASTM 0 -3034 SDR -35 -WATER TIGHT ADAPTER SEE DETAIL 1 FOR BACKFILL REQUIRE MENTS HIGH DENSITY POLYETHYLENE ACCESS FITTING 9 V. POWER POLE W / -- - W - - - - W - - - - EX: -POWER POL €J EX..SSMH RIM EL =19)83 N IE =8.6 (W) �n S. 124th StREET LE. =8.3 (E) t1 I IE =8.3 (N) o Hsu NTS _MATCHLINE SEE SHEET PREFABRICATED CONC. CHANNEL W /FIBER SUPPORTED PLASTIC LINER. AS PER MANUFACTURED BY GU- MH LTD. OR APPROVED EQUAL _. i'O EX. EH. - _ 2' STD. MANHOLE SEC. W LINER INCOMING SEWER LINE PREFABRICATED CONC. CHANNEL W /GLASS FIBER SUPPORTED PLASTIC LINER. AS MANUFACTURED BY GU- MANHOLE LINER OR APPROVED EQUAL. INTERGRATED SOCKET 0 RING GASKET TO ACCOMODATE TYPE ELE ATION AND SIZE OF SEWER PIP E(TYP.) MANHOLE BASE STRAIGHT THROUGH FLOW EX. POWER POLE - - w W EX. 10" W CI H MANOLE FRAME AND COVER, OLYMPIC FOUNDRY OH 30 OR QUILV. (MIN WT. 360 if). PROVIDE NON -SKID SURFACE I -1" DIA. HOLE AND WORD "SEWER" CAST IN COVER. 3 BOLT, BOLT DOWN. MANHOLE ADJUSTMENT RINGS PRECAST CONE MANHOLE STEPS RUBBER GASKET JOINT ASSOCIATED SAND AND GRAVEL OR EQUAL PEA GRAVEL OR SAND BEDDING NTS PRE -CAST BARREL 2' MANHOLE BASE SEC. W /PREFABRICATED CHANNEL W /LINER. SEE DET. 5 & 6 EX: WATER VALVE (5) PHASE BASES STANDARD MANHOLE DETAIL PROVIDE ASPHALTIC CON'. PER DIST. STD. (9 IF NOT LOCATED IN PAVED AREA. BY LEGEND DESCRIPPON SANITARY SEWER MANHOLE WATERMPIN ASPHALT CONCRETE EX. GAS VALVE PIM= EX. SSMH 4) TOP MANHOLE STEP TO BE FOR HAND HOLD ONLY. W— NOTES: 1) DETAILS SHOWN ARE TYP. FOR ALL MANHOLES UNLESS OTHERWISE NOTED. 2) MANHOLE FRAME AND COVER TO BE ON OPPOSITE SIDE FROM OUTGOING PIPE. 3) ROTATE MANHOLE FRAME SO LOCKING TABS ARE OPPOSITE LADDER. APPROVED FOR CONSTRUC77ON DATE EXISTING PROPOSED T rd R I;. 1 \;1 1,12.E POWER LE SAWCUT LINE CONTRACTOR SHALL REPAIR PAVEMENT PER T -PATCH RESTORATION DETAIL. (SHEET R6) CONTRACTOR SHALL REPLACE SIDEWALK IN KIND TO NEAREST JOINT. WilIZIEGnMn11111111 Z J a_ cn w cc 0 z VJ cc w w Q I— w Q 0 a J Z / z ry � w 0 0 CY • N I CO 6a Z CO w ® co N • °O • N Q Q o r ?� o w � J J I1J Q �ET ILA c1Ta'oF Et DEC - 8 2000 U_ PERMIT CENTER 0 1_ w j i 1 EX. WATER VALVE EX. POWER POLE 6 LF 8" D.I. W POWER c (FIRELINE 51 L 8" D.I INSTALL: 2' DOMESTIC WATER SERVICE 1 1 2 WATER METER 1 1 2' IRRIGATION DEDUCT METER INSTALL: 1 -8 "x8" TEE (MJxFL) 1 -8" GATE VALVE CONC. BLOCKING NOTE: DETECTOR CHECK VALVE ASSEMBLY LOCATED INSIDE OF BUILDING MECHANICAL ROOM. INSTALL: 1 -8" 45' BEND (MJ) CONC. BLOCKING 1 -8" TEE (MJxFL) 1 -6" GATE VALVE (FLxMJ) 13 LF 6" D.I. (EXTENSION}I -5 HER QIN ° 9 F TIUKWIIA SIDS. NC.) BLO 1 8" ENO I'(MJ CoNC. :. KING EX POWER POPT , dd.lr '�, fl iL .yH ... ..._. YJMT € R of P tr vt fr 1 l - VALVE --_.. -- 15 --j'. 2-a y - - fir=_ @o -ar _ e p T - e 1+� vd — -- V7 fX. 4 " w w W w -- - w - - EX. POWER POLE 12 _bo lay 26TH STREET OL a , ° 315 LE 8' D.I. W EX. 8' SS EX. 6" SS STUB TO BE ABANDUNEEF=:, SSMH CONTRACTOR SHALL FIELD ., LOCATE EX. 8" SS RIM =37.0± ' IE =24.0± CAP EX. WA REMOVE EX. RTH.,AS INSTALL 15' WATERMAIN EASEMENT ITYP.) 1- -5 ° x5 ° TEE (MJxFL) 1 -6 GATE VALVE (FLNMJ) S LF 6 D.I. EXTENSION 1 -5 1/4 ". F.H. ASSEMBLY PE .A'ITY:OF TU LA STD 1 -S_ -CAP: (M CONC. BUCKING 1 -8 "x8 TEE (FL) 2 -8" GA VALVE (FL. J) 1 -8" ADAPTER (FLxMJ)� 1.8' BEND FLANGE CON'. B_OCK NG #113 5" Aldd 5' R/W DEDICATION LEGEND DESCRIPTION SANITARY SEWER (MANHOLE WATERHAIN ASPHALT CONCRETE 1 " =30' 30 60 EXISTING W 15' WATER EASEMENT PROPOSE° I I I I I I_ I I Pk-A E L _ -- PHASE 2 T INSTALL: - 8 "x6' TEE (MJxFL) -6" GATE VALVE (FLuMJ) 8 LE 6" D.I. FIRE EXTENSION - 5 /4" F.H. ASS MBLY I-8 "C P I (MJ)1KWI SIDS. NC BUCKING • WATER AND SANITARY SEWER PLAN (PHASE 2) EX. SSMH RIM 47,05 6' PVC IE .38.23 SW 6' PVC IE 37.91 N 8' PVC IE 36.75 E I S891 6 "52 "E h . MAT SEE SHEET C4 331.11' PHASE 2 m 26" Pop lar ` , -� 7' cyclone fence 32 Poplar >-'3' ATER TO 14 ..., -_ - -- _,_ EX . , ^E EX. WATER VALVE (2) EX. SSMH RIM 40.48 8' PVC IE 30.65 W 6' PVC IE 31.48 NE B' PVC IE 30.44 E 8' PVC IE 30.73 S NEW 6" IE =31.58 INSTALL 1 -8" 90' BEND (MJ) CONC. BLOCKING 5. 126th STREET PIN ALL 1 -8" 90' SEND (MJ) CONC_ BLOCKING i EX. $SMH RIM =27.10 10" PVC IE =13.35 (S) II 10" PVC IE= 12.60 (E) N89'16 EX. POWER POLE EX. SSMH SEE NOTE 1 IE =14.51 ne cle APPROVED FOR CONSTRUC77ON NOTE 1: \ CONTRACTOR SHALL COORDINATE WITH VALVUE SEWER DISTRICT TO UNCOVER EXISTING MANHOLE. ADJUST RIM TO ANISH GRADE - 24.0. X. 10" SS EX. SSMH RIM =27.3 IE =12.6 C V z `" ca w o w � Zi g w w _ o- o! o_ c> rn T)tke '51d ns` l ac w o ed by the Public C '`' !nrmance with (771 ow _ EX. 8" SS _ City standards. .1_. .c c is subject to etrelS ead la Snick ick do I) onxc violation of �' )( ad dS or erdinanccs. The resposulidalr EX. SSMH - fo r RIM 30.92 cY of [hc , ',"sign rests t0[allj Wilib des 8' PVC IE 18.35 W ons, ,' _Li ,.1 er revisions to dotto 8' PVC IE 17,77 N this darn niii void this E' PVC IE 18.29 E a resohmitwl of revised dnwtltpss for cidaast approval, Fical itosphice is subjecr to field ins on bp the 'forks U1IIiiics inspector. 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WIWINIW 1933631 26 01 6313'5.603 311 TVHS 1173NOVH 1139381 1 11V '3111 31383.03 803 1,118 -6 9011335 IINV 1 311, ? aNV WnNIWniv 803 a(1)tee NDI103S v,sv /ioaSM 81 44180314100 11VHS 991IO2311 3d1d 11V 'b W 11 •N01 'SO 7V1T 8 1H6P 3 3 9 vM 1101.011.103 00 .01 2/I F .01-3/3 /2 2 900115 SV b31V39 a0 391 97 W0WI NIW 1 (13315 8316381 - 11'51115'5 80) 6.11161, 831'59118803 .311319 'b 031VN91S39 SV 331213111. 3111 30 390 32 1317 HS 3111 339'5 A3A NpJ 37bN1VaQ 128015 1319 21/11 9912303 pI IDS 891108 3111 3D 3E TVHS 631b89 HO 80.8,13S 831VM /110 1, 2 '11A1 .013/1.113A6d 001. 1333 0. 835538/30 33 11VHS 531.0 NISVH 03163 1. '1 30 NEW MASONRY BLOCK RETAINING WALL (ALLAN BLOCK. OR EQUIV.) R 25 20 15 55 50 45 d " 251 I MATCH EX.-- ® R 1" =30'H, 1 =5'V 2' MIN. SECTION l• S. 126th ST. ROM. SCALE: 1 =10' HOOK 1 VERT. /`y ROCKERY X- SECTION IB EX MASON, BLOCK: WALL. HEIGHT VP SLR PAN 6'- CHAIN LINK FENCE 6' EXTRUDED CONC. CURB ASPHALT PAVEMENT EX. ROCKERY TO BE REMOVED 201 \ PROPOSED PROFILE M SECTION - J 5' BERM � GRAVEL WINDOW EL -15.5 \ /IE =i4.5 STATIC W.S. EL= i5.5 STATIC W.S. EL =15.5 15 10 CEIJ I1 S CELL 02 BOTTOM EL =8 BOTTOM EL =B 5 0 , DETENTION POND X- SECTION =30' PIPE SUPPORT 12" 0 RISER 65 60 55 50 ROUND SOLID COVER MARKER "DRAIN" W/ LOCKING BOLTS. UNLESS OTHERWISED APPROVED BY ENGINEER FRAME AND ADDER OR STEPS OFFSET. SEE PLAN SHEET. FRAME &',GRATE ELEVATION PER PLANS RIM =28.0 OVERFLOW ELEVATION TO PROVIDE DETENTION AND OIL SEPARATION EL =25.5 STD GALV. STEEL OR ALUMINUM LADDER/STEPS CLEANOUT GATE A) SHEAR GAZE, I. N BODY BRONZE MTD. OLYMPIC FDY. STD. OR B) LIFT GATE, #C /C /I -LG, CASCADE CULVERT INC. OR C) OTHER DEVICE APPROVED BY ENGINEER INVERT EL =20.5 RESTRICTOR PLATE W/ DRILLED ORIFICE DIAMETER = 1.35" NEW NOT TO SCALE O PIPE TO WETLAND PROFILE E SECTION TOP OF POND= 20.50 MAX W.S. EL 19 50- ROCKERY DETENTION /WET POND TOP OF POND 20:50 MAX W.5 EL- 19.50 STATIC W.S EL =15.5 BOTTOM OF POND. EL =8.0 PLAN VIEW NOT TO SCALE I 60" 6" SECONDARY ORIFIC ELBOW IE =24.85 ORIFICE DIA. =2.1" FLOW CONTROL MANHOLE NOTES 1) PIPE SIZES & SLOPES, SEE PLANS. 2) OUTLET CAPACITY NOT LESS THAN COMBINED INLETS 3) METAL PARTS: A) CORROSION RESISTANT OR GAL- VANIZED OR ALUMINIZED TYPE II, . B) IF GALVANIZED. STEEL PIPE, HAVE ASPHALT TREATMENT I. 4) FRAME & LADDER OR STEPS OFFSET SO:. A) CLEANOUT GATE IS VISIBLE FROM TOP. B) CLIMBDOWN SPACE IS CLEAR OF RISER & CLEANOUT GATE. C) FRAME IS CLEAR OF CURB. 5) STRUCTURE SHALL BE A TYPE 1i -60" CATCH BASIN MINIMUM. 2 LF 36" CMP 25 .. 15 WELDED STEEL PATE 60" CMP DETENTION TANK 5' EAD STORDAGE INVERT f EL =20.5 \SHEAR GATE W/ CONTROL ROD PER KCRS DWG 2 -026 CB #33 TYPE 11-60" FLOW CONTROL MANHOLE NOTES AND DETAILS OVERFLOW ELEVATOR TO PROVIDE DETENTION AND OIL SEPARATION EL =19.5 PIPE SUPPORT STD GALV. STEEL OR ALUMINUM LADDER/STEPS CLEANOUT GATE A H A ' A I BODY BRONZE MTD. OLYMPIC FDY. STD. OR B) LIFT GATE, CASCADE CULVERT INC. OR C) OTHER DEVICE APPROVED BY ENGINEER INVERT EL =15.5 RESTRICTOR PLATE W/ DRILLED ORIFICE DIAMETER = 3.93" NOT TO SCALE PLAN VIEW NOT TO SCALE ROUND SOLID COVER MARKER `DRAIN" W/ LOCKING BOLTS. UNLESS OTHERWISED APPROVED BY ENGINEER FRAME AND LADDER OR STEPS OFFSET. SEE PLAN SHEET. FRAME & GRATE ELEVATION PER PLANS RIM =21:5 N D 0.5' WETLAND "CONTAINMENT BERM .. ... . TOP ELEVATION- 19 50 - 5 - W/E SECTION THROUGH WET/DETENTION-POND AND MITIGATION AREA 4(!)., N.T.S. N-12" OUTFLOW TO CB #26 (EX. STORM DRAIN) 24" ACCESS MH & LADDER n - .MAX. -- W.S. -EG= 19.50 ........ 6" SECONDARY ORIFICE ELBOW IE =18.5 ORIFICE DIA. =.64" INVERT EL =15.5 SHEAR GATE WI CONTROL RED PER KCBS DWG 2 -026 CB #27 TYPE II -54" FLOW CONTROL MANHOLE : : • 10 , BOTTOM OF POND BLAB 0 PLAN VIEW NOT TO SCALE ROUND SOLID COVER MARKER "DRAIN" W/ LOCKING BOLTS. UNLESS OTHERWISED APPROVED BY ENGINEER FRAME AND LADDER OR STEPS OFFSET. SEE PLAN SHEET. FRAME & GRATE ELEVATION PER PLANS RIM =35.5 OVERFLOW ELEVATION TO PROVIDE DETENTION AND OIL SEPARATION EL =32.0 SECONDARY ORIFICE ELBOW IE =28.50 DIA.= 2.0" PIPE SUPPORT INVERT EL =26.0 STD GALV. STFFI OR ALUMINUM ADDER /STEPS CLEANOUT GATE A BODY BRONZE MTD. OLYMPIC FOY. STD. OR B) LIFT GATE, CASCADE CULVERT INC. OR C) OTHER DEVICE APPROVED BY ENGINEER RESTRICTOR PLATE W/ DRILLED ORIFICE • DIAMETER =1.25" NOT TO SCALE OUTLET PIPE TO WETLAND 12 0 RISER 60" BY 36" CMP CRY ENGINEER / WELDED STEEL PLATE 72" CMP DETENTION TANK CMP TO BE COATED WITH TREATMENT #2 TYP. 5' DEAD 1 STORAGE INVERT I' EL =26.0 SHEAR GATE WI CONTROL ROD PER KCRS DWG 2 -026 CB #30 TYPE II -60' FLOW CONTROL MANHOLE APPROVED FOR CONSTRUC77ON DATE D ° z c z EXPIRES 177, Q U- x 0 9 X w M N N O N CO rn CO CO I Q L N N Z N N CO LA] N Uo Job Number 7390 Sheet 0 r rn • • 17.10 :. 15.98 16.54 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES r m A J ci 89 O • . . • I . I I .,, I . 01 PVC_ 1 +63_00 .. PVC STA EL =15.84 PVC STA 11 +43.00 PVC EL =1.5.95 PVT STA' 11 +53.00 • PVT EL =15.96 _ m PVT STA 10+73.00 PVT EL =15:87: PVC - STA 11+05.00 PVC EL =15.64 PVT STA 11 +15.00 PVT EL=15.65 1 • PVC STA 11 +70.00 PVC EL -15.84 PVT STA 11+80.00 . I PVT EL -15.85 PVC •STA 11 +4 .00 PVC EL= 6.15 • I PVT STA. 12 +53.00 PVT EL =,1 PVC S PVC I ........... •••• TA EL Designed KL Drawn MB_ Checked KL. Approved DKB. Date 11/8/99 12 +33.00 16.01 file. P. \SPSKPRiiJ\ 7390 \ engineering \7390 —r5.dwg Dote /Time: 1 2!09/2000 09:40 Scole: 1 =20 Melinda Xrefs: 07300— S,Z7390— T,27390R8, Scale: Horizontal Vertical STA 10 +00 C/L 35TH AVE. S. om> `G)N+ 0 STA: 13 +95 18 RT BEGIN SAWCUT /NEW PAVE FLCWLIN E ..E NT 35TH AVENUE. X �\ 1 J I 1 µ" J I I C J � 19.4 ` + 0 6'81 FFr : SABEY CORPORATION t1 ELLIOTT AVE. WEST SUITE 330 ° SEATTLE, WASHINGTON 98119 -4200 (206) 281 -8700 0 11 ° 4 11 ii 5 11 12 00 15.3 CO O r� —1 2 N 2 c1 5 -00 m EX. 12" SD STA 10 +00 S. 124TH STREET • o = STA 20 +00 35TH AVENUE S. 1 STA 12 +8 C/L 30' RID V.\/AY TYPE RS -9 30' WIDE I I 1 STA 14 +9,2.46 BEGIN IMPROVEMENTS MATCH EX. CURB EL =18.9 5 12/8/00 MDY KL NB REVISED PERMIT SET 4 9/20/00 MDY KL 0KB REVISED DETENTION /WATER QUALITY PER HPA 3 8/05/00 BHE AL DAB PERMIT SET 7/07/00 ER VI. DAB PER FINA'_ CITY REVIEW 5/26/00 8W KL DAB I GENERAL .'EVIS1085. Date i Ckd. Apar. Revision Title ROAD IMPROVEMENT PLAN — S. 124TH ST. INTERNATIONAL GATEWAY EAST II GROUP HEALTH COOPERATIVE TUKWILA, WASHINGTON 8 19 .9 21.1 25.75 28:65 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES ■ EXISTING GRAD STA. 2 +00 EL =19.9± STA 20 +00 = C/L S. 124TH STREET BREAK T ,. O � � n C o .... I I I \I I • 1 I I I - - - - PVC ST 22 +40.00 . _ I. I i PVC EL. =23,13 ob `. r O V T:r 1 W . N• Z y ' PVI'STA'.22 +90.00 .. .. . PVC EL. =25 15 Iv ■ MATCHLINE STA. 23 +50 (SEE :SHEET R3) Designed KL Drown MB Checked KL Approved DKB Date 11/8/99 Scale: Horizontal 1"=-20' Vehical File. P \LSSKPRVJ \7390 \engineering \7350— r4.dwg Dete /Time: I._/08/2000 09 :49 Scale: 1 =20 Melinda Xrets. Z7390— S.77390— T,Z739ORB, For: r 9 SABEY CORPORATION 41 ELLIOTT AVE. WEST SUITE 330 kATTLE, WASHINGTON 98119 -4200 (206) 281 -8700 0 di.- I II:_ - ididi•i.i MATCHLINE SEE SHEET R3 5 12/8/00 MDY KL 4 9/20/00 MDY KL 3 8/05/00 BHE KL 2 7/07/00 ER KL No. DKB DKB DKB 01(8 5/26/0 KL DKB Date 1 By Ckd. Appr. Title: ROAD IMPROVEMENT PLAN - 35TH AVE. S. INTERNATIONAL GATEWAY EAST II GROUP HEALTH COOPERATIVE TUKWILA, WASHINGTON S. 124TH STREET Revision REVISED PERMIT SET REVISED DETENTION /WATER QUALITY PER HPA PERMI SET PER E,SAL CITY REVIEW GENERAL REVISIONS. 0 r m )•••,),. 8 O Job Number 28.65 a MATCHLINE STA. 23+50 (SEE SHEET R2) 40.0 43.4 55.5 60.0 < 0,HAu 7390 Q' �j�, tk• Sheet n ° ? R3 of 6 sG<r / NG ENG \N4. 48.8. . a 8 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX CIVIL. ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES • 51•.0 .. .. ...... • PVC. STA. 25+49 PVC EL.= 39'.90 A PAT STA. 26 +79.00 PVT:' EL. = 49,30 STA. 28 +55.00 . EL. =63.90 II STA 28 +67 C/L S. 1262 EL =64.3 Designed KL Drawn MB, Checked KL Approved DKB Date 11/8/99 PVC STA.. 28 +05.00 VC EL. =60.30 PVT STREET . o Scale: Horizontal 1”=20 Vertical File- P- \SDSKPPOJ \7.10 \ engineering \7390- r.3.rw9 Dote /Tne: 12/08/2000 09.51 2.1e, 1=20 Xref;: 77390 S,Z7390 T Z7390R8, 0 frl rn 0 For: P SABEY CORPORATION ! ELLIOTT AVE, WEST SUITE 330 SE ATTLE, WASHINGTON 98119 -4200 (206) 281 -8700 MATCHLINE SEE SHEET R2 allIlitillisl ®iitemm11i1 genial l i I7rtoil ITIke II S. 126TH STREET G) m z C m O 4 3 2 No U I5� - rn s � fd5 l �mp n A 12/8/00 9 KL OK8 9/20/00 MDY KL DK8 8/05/00 BHE KL 0KB 7/07/00 ER KL 068 5/26/00 NW KL. OKB Date By Ckd. ,Appr. '5 REVISED PERMIT SET REVISED DETENTION /WATER QUALITY PER HPA PERMIT SET PER FINAL CI1Y REVIEW GENERAL REVISIONS. Revision Title: ROAD IMPROVEMENT PLAN — 35TH AVE. S. INTERNATIONAL GATEWAY EAST II GROUP HEALTH COOPERATIVE TUKWILA, WASHINGTON 63.4± 12" CAP 65 50 45 40 35 1=20' 10 20 40 • I LT. 5 , 12 CAP TEMPORARY END 04 SD SYSTEM 1E-60.50 NOTE: SEE SHEET R3 FOR 35TH AVE. S. ROAD MP VEMENJS , •,r - LT% -1.25% ± 70 LF 12" CPEP 01.43% \ \ \ N \ \ \ 52 50 52 -- CB R7, TYPE 1 , = ' _ .70 ,LF .12 CPEP ©1.43 • ______ --------- tTCEP MA 677 _ ------- „.„ 1 I UE S 60 . CB R7, TYPE 1 415 =63.0 16=59.5 31+00 ---- 7,7_754 -------- 4 ‘ 003 5' comb SIDEWALK „., Rrni DEDICATION - , 38o' q„'" CB fR8, TYPE 1 ° o - ' PLAN VIEW 32+00 ROAD IMPROVEMENT PLAN SOUTH 126TH STREET - 46-_ PROFILE \-- ERA _ 059_LF EX. GRADE- R/W CA SOUTH 126TH STREET GRADE S FLOW LINE - IX. ' L . ICHT POLE STA 32+50, 13' LT CB 4I68, TYPE 1 RIM=51.8 E=47 5 33+00 7: L s\ r. 1 1 I , I , 1 l ' ' ', ■ ; • ' 1, I, ! 5 R/W DEDICATION 0 0 6PE 6 -- 6, `7? ' EX. STREET SIGN TO BE RELOCATED. :71! 34+00 , 3 ' • CE* \ 4 0 = CONSTRUCTION KEYNOTES STA. 30+21, 12 LT TO ETA. 30+42, 21' LT DUSTIN:: POWER POLE TO BE RELOCATED. CONTRACTOR SHALL COORDINATE RELOCATION WITH SEATTLE COY LIGHT AND US WEST. IX FIRE- HYDRANT TO BE RELOCATED. EX. WATER VALVE TO BE ADJUSTED TO FINAL GRADE SAWCUT LINE 1' MINIMUM INSIDE: EXISTING EDGE OF PAVEMENT. A C STA 34+09, 13 OF19, TYPE 1 0X63 40' 37TH AVE S R/W TO 6E VACATED r .- C#19;giefFE 1 7 CONSTRUCT ON EX. 15 ONC RIM=40.7 lE=37.0 ; BOLLARDS AND CHAIN (FIRE DEPT. ACCESS ONLY) ::. —5' ROW •DEDI 24 ASDFASDF , O STA 31+65, 14' LT EXISTING TELEPHONE POLE TO BE REMOVED. CONTRACTOR SHALL COORDINATE REMOVAL WITH US WEST. L PEP 027016, 2 E COMMERCIAL DRIVEWAY (PER CITY OF TUKWILA STD. DETAIL RS-9) O STA 33+02141 LT EXISTING POWER POLE TO BE REMOVED CONTRACTOR SHALL COORDINATE REMOVAL WITH US WEST. NOTE: CONTRACTOR SHALL PROVIDE STREET LIGHTING IN ACCORDANCE WI ILLUMINATION CALCULATIONS BY ELECTRICAL ENGINEFA AND CITY OF TUKWILA REQUIREMENTS T -- SD 35+00 BY 1 0 - 6 , — 39'18'5C"W , _ < 300 w Z Ci 1 W W II 0 Cr) U< a TION STA 34+40, 18' LT TO 21' LT EXISTING TELEPHONE GUY POLE AND GUY WIRE TO BE RELOCATED. CONTRACTOR. SHALL COORDINATE RELOCATION WITH US WEST. CITY ENGINEER WNW and win su CC 1E I , 11-- , co cc" Flnal ac *Subject 1 ,-, fivI.I the Public *paid, ..., ''' P•3 APPROVED FOR CONSTRUC770N DATE 65 50 45 1.1 :: :by C I 4 ■ __, , s :cc:, ,,,, wi :e tibi as . e on. a s d whicia:n th o: ,i . 111,.:, . ::01 ,ofv.h the ,i standalObe Ordit ,i■... - he respOnSibilitY dele. , , ,Ions to theft, e ',III ‘ ■ .,. aCCePt,aMe eigubmin.li 04 - , , ,, , ,i drawings I EXPIRES: 9/23/01 I =0 1= 0 8 ▪ COI w 0 , 1 FO CO 01 Z COO W 3: 0 u j Z > 1 6- < Q uJ r <c w ' — Co IL A II W CS) - VJ W® W - o •- / 4 - i - W Z _® H Q , I c:1 _J89'18:50 ".W t sa EX. LIGHT PO 'E '12' SD 4 - ©D PLAN VIEW ,--20 CB R10 ©� i , 12' SD EX. SSMH / RIM -30.92 IE= 18.35(8" PVC W) IE= 17.77 PVC N IE =18.24 8" PVC E ' - - EX. OUTFALL TO REMAIN UNDISTURBED EXISTING ,DRIVEWAY CONTRACTOR SHALL Mr EX. DRIVEWAY IN KIND.) SEE NOTE 2 5 LF 12" SD ® 5.0 %± 2" SD_ CD SOUTH 126TH STREET'S' W — — �ca'An — — W ce Fnz o R � - ter �. 11'. r X. 8" SS / 30' TAPER TO EX. 8" SS f o 40 • EX. R/W NEW;,10 . al . EXISTING, (10.1) W TERMAIN. BY OTHERS SEE NOTE 1 NOTES. 1. NEW 10" WATERMAIN CONSTRUCTED BY OTHERS. CONTRACTOR SHALL FIELD LOCATE WATERMAIN AND COORDINATE ANY RELOCATION WITH KCWD #125. 2. CONTRACTOR SHALL REPLACE DRIVEWAY TO EXISTING CONDITIONS OR BETTER FOLLOWING CONSTRUCTION. DEVELOPER SHALL OBTAIN ANY TEMPORARY CONSTRUCTION EASEMENTS AND /OR PERMANENT DRAINAGE EASEMENTS FROM ADJACENT PROPERTY OWNER PRIOR TO CONSTRUCTION. FINAL GRADE 52 LF 72" CMP DETENTION TANK. - - - BOT EL =21.5 - MAX. WAS EL 27.0 NWS EL -240 _ - - -- 2 LF 36" CMP (TYP. 36 +00 PROFILE 50' VC PVI STA: 36 +32 EL- 35.5 n : EX. GRADE S R/W C/L n FLOW LINE 1 " =20' HORIZONTAL 1 " =5' VERTICAL 523,± 2' STA 36 +50, 13' LT CB- RIO, TYPE I RIM =34.75 IE =30.50 AP EX 37 +00 ROAD IMPROVEMENT PLAN SOUTH 126TH STREET 8' 5S CB R11, TYPE 2 -60' STA 37+40, 13' LT. RIM =30.50 IE =22.00 36" E) IE =26.50 (12" W) CB R12 TYPE 2 -60' ° CONTROL STA CTURE STA 38+01, 13' LT - SEE DETAIL THIS SHEET - ....RIM -29,50 ...... IE =22.00 (36'.. W) IE =24.0 (12" NE ) 38 +00 5 LF 12" CMP ® - 5.07 ± TEE INTO EO. 10" CMP: CONNECTION. TO BE MADE IN ACCORDANCE WITH REVISIONS. OF HPA - #OO-E6651 -02 • - • •EX. 18 " CMP TEE INTO EX.. 18" CMP PER HPA #00- E6651 -02 —W IE= 22 -11(EX 18" CASP) CONSTRUCTION KEYNOTES O SAWCUT LINE t' MINIMUM. INSIDE EXISTING EDGE OF PAVEMENT. L STA 37 +15, 16' LT TO 21' LT. EXISTING POWER POLE TO E. RELOCATED. CONTRACTOR SHALL COORDINATE RELOCATION WITH SEATTLE CITY LIGHT AS U.S WEST. 0 STA. 35+65. 16' LT. TO 21' LT. EXISTING POWER POLE TO BE RELOCATED. CONTRACTOR SHALL COORDINATE W/ US WEST 25 20 EX. LIGHT POLE DC 6" WATERMAIN TO BE REMOVED ROUND SOLID COVER MARKER "DRAIN" W/ LOCKING BOLTS. UNLESS OTHERWISED APPROVED BY ENGINEER FRAME AND LADDER OR STEPS OFFSET. SEE PLAN SHEET. FRAME & GRATE ELEVATION PER PLANS RIM =29.5 OVERFLOW ELEVATION 10 PROVIDE DETENTION AND OIL SEPARATION EL =27.0 SECONDARY ORIFICE DIAM.= 2 3/8 EL =25.75 STD GALA. STEEL OR ALUMINUM LADDER /STEPS CLEANOUT GATE A A BODY BRONZE MTD. OLYMPIC FDA. STD. OR B) LIFT GATE, #C /C /I -LC, CASCADE CULVERT INC. OR C) OTHER DEVICE APPROVED BY ENGINEER INVERT EL-24.0 12" DIA. RISER RESTRICTOR PLATE W DRILLED ORIFICE DIAM = 1" NOT 70 SCALE 'C (5 *r2 PIPE SUPPORT MINIMUM TWO SUPPORTS INVERT EL CB R12 TYPE II -60" CONTROL STRUCT. DET. —0.5' PLAN VIEW NOTES: 1 PIPE SIZES & SLOPES, SEE PLANS. 2) OUTLET CAPACITY NOT LESS THAN COMBINED INLETS 3) METAL PARTS: A) CORROSION RESISTANT OR GAL- VANIZED OR ALUMINIZED TYPE II, B) IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT I. 4) FRAME & LADDER OR STEPS OFFSET SO: A) CLEANOUT GATE IS VISIBLE FROM TOP. B) CLIMBDOWN SPACE IS CLEAR OF RISER & CLEANOUT GATE. C) FRAME IS CLEAR OF CURB. 5) STRUCTURE SHALL BE A TYPE II 60" CATCH BASIN MINIMUM. plan. ,s subject to field inspection by • V . t l „:ties inspector. By: 72” CMP / / 12 DETENTION / TANK BOTTOM EL =21.5 These 111, " ° : t t rE, ;owed by the Public Works r porn - lance with cvteeut City sbil . \cc ptan.e :' subject to enter$ olnIsW ,.n not r::I h,•ri/e violati01111 t adopted r s 'manors. The for the .s ,.I - design rests totally arldi design, ons or revisions t0 thin s:i11 skid this an:optma Mn. 'ill .c. , mirtal of revised draw** •.. _.� quf' . _T, ,: V. ° 0 O C) CV CV C) W I D - etT) • 0) I— Z 0 Z W Z co r a 0 W J J W Q �� EOFS' 3 c1tY R c � UU77 lL DEC R 9-U PERMIT CENTEP 0 c0 C CV W 0 N EXIST ASPHALT PAVEMENT SAWCUT EXIST. FAVEM ENT' PER W, ECGE PER rlr, PUBUc wOP! <S INSPECTOR_ SAWCUT EXIST. PAVEMENT INSIDE EXISTING EDGE PER CI, PUBLIC WORKS INSPECTOR. PRE EXISTING EDC-r PER CITY PUBLIC WORKS INSPECTOR. SOUTH 124TH STREET HALF STREET IMPROVEMENT SECTION �- TiT >IALE EXIST. ASPHALT PAVEMENT SAWCUT EXIST. PAVER.' NOT TO SCALE CENTERLINE 30' HALF RIGHT OF WAI ? T 'I THICK COIN. SIDEWALK Existing Rigid Bose VERTICAL CURB & GUTTER PER DETAIL SHEET COMPACTED DF_PT'IL CLASS 'B' ASPHALT CONCRETE COMPACTED DEPTH 5 8" CRUSHED POCK SURFACING TOP COURSE 6 COMPACTED DEPTH GUSHED ROCK SURFACING BASE COURSE. WSDOT 4 -02 GRAVEL BASE CLASS 'B' NAY BE REQUIRED DEPENDING ON SOIL CONDITIONS -4" THICK CONC. SIDEWALK \ .\ CONC_ VERTICAL CURB & GUTTER PER DETAIL SHEET \ \�- 3" COMPACTED DEPTH CLASS B ASPHALT CONCRETE 3" COMPACTED DEPTH 5/8" CRUSHED ROCK SURFACING TOP COURSE 3' COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE, WSDOT 4 -02 ' GRAVEL BASE CLASS 'B' MAY BE REQUIRED DEPENDING ON 35TH AVENUE SOUTH SOIL CONDITIONS HALF STREET IMPROVEMENT SECTION \ -4" THICK CONC. SIDEWALK CONC. VERTICAL CURB & GUTTER PER DETAIL SHEET 3" COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE 3" COMPACTED DEPTH 5/8" CRUSHED ROCK SURFACING TOP COURSE \ 3" COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE, WSDOT 4 -02 `-- GRAVEL BASE CLASS 'B' MAY BE REQUIRED DEPENDING OIN SOIL CONDITIONS SOUTH 126th STREET "HALF STREET IMPROVEMENT SECTION NOT TO SCALE CURB AND GUTTER NOT TO SCALE PAVEMENT WIDTH 1 2" 18" CEMENT CONCRETE VERTICAL CURB AND GUTTER 6" ROAD IMPROVEMENTS, SECTIONS AND DETAILS Asphalt Concrete or Bituminous Plant MIx Replacement Petah Cut with Pneumatic Pavement Cutter Existing Aepha6 Pavement 5/6' Minus Compacted Crushed Rock unless otherwise Ordered by The City. Concrete 150% of Existing Depth TYPICAL PATCH FOR RIGID PAVEMENT TYPICAL PATCH FOR FLEXIBLE PAVEMENT NOTES: 1. M work to conform to the current Standard Specifications for Rood. Bridge, and Municipal Construction. 2. A minimum of o one year guarantee le required on all pavement patching and overlays, 3. Controlled density fill in place of crushed rock material may be required In cases of recent pavement overlay, or ae directed by City Engineer, PAVEMENT PATCHING SECTION NTS CITY OF TUKWILA STD. DETAIL RS -3 Steve Steel 3/4' 3/6' 55 -100 35 -05 # /10 /20 f40 1 /200 Sand Equivalent % Paeeir'g 100 70 -100 20 -00 10 -55 0 -10 0 -3 35 MIN. BEDDING MATERIAL GRADATION TABLE Saw Cut Existing Conant., Pavement 5 /8' Min. Compacted Crushed Rock unless otherwise Ordered by The City. Notes: 1. Provide uniform support under barrel. 2. Work bedding under haunches. 3. Trench width(W) -Pipe 1.0. plus 24' Max. for pipe 24' I.D. of smaller. -Pipe I.D. plus 36' Max. for pipe larger than 24' I.O. 4. Baakfi11 Material 5/B' Min. Crushed Rook unless otherwise Approved by the City. 5. For use with reinforced HOPE, P00 on Private System where approved. 6. See Pavement Patching Standard Plan. FLEXIBLE PIPE BEDDING IN TRENCHES NTS CITY OF TUKWILA STD. DETAIL DS -11 Dsr fp Q 1: EXPASIfN JOINT IPREMOLDED TYP.) SCORE JOINTS 3/8' Full Depth Expansion Joint Type 'A' Curb € Gutter —� 5/8' CRUSHED ROCK SECTION A -A EXPANSION .HINT ELIMINAT IF GUTTER L APRON ARE POURED MONOLITHIC 4!. ' W Drhoway (Max. Reconrntled 16' Grade Ie 15n CURB DETAIL Is: 1. INSPECTON REQUIRED BEFORE PLACING CONCRETE AT LEAST 24 HOUR NOTICE MUST DE GWEN TO TOM, PUBLIC WORKS FOR INSPECTION. 2. CONCRETE SHALL 8E. CLASS B' OR BETTER THAN 5 1/2 SACK, 3[00 PSI. 3. ALL DRIVEWAY APRONS SMALL BE A MIN. 6` THICK. 4. ALL WORK SHALL BE PERFORMED IN AC0ORDA.NCE 0)10 APWA/WSDOT PUNS AND SPECIFICATIONS OR AS DIRECTED BY THE CRY OF TUKWILA. 5. 00000AL OF EXISTING CONCRETE CURB, GUTTER OR SIDEWALK SHALL BE TO THE NEXT EXPANSION .DINT: SCORE JOINTS MUST BE SAW CUT AH0 REPLACED W11)1 EXPANSKON JOINT. 6. DRIVEWAYS W7f l HIGH VOLUME (AS NOTED BY CITY ENGINEER) kW BE APPROVED FOR 1NTFRSECTION TYPE ACCESS. 7. TURNING RESTRICTIONS MAY 8E APPUED BY THE CITY ' ENGINEER. COMMERCIAL DRIVEWAY DETAIL NTS CITY OF TUKWILA STD. DETAIL RS -9 Sidewalk Widths 00)000)4 L AON5 RADIUS FOR SMOOTH TRANSITION ti Local CBD Access Arterial (See Note 1) 3' Wide Edger Finish Mln. 5/8' Minus Crushed Rock Thickened Edge On Radius SIDEWALK DETAIL NTS CITY OF TUKWILA STD. DETAIL RS -11 P- 0 /CP /CM 5' 6' 6' C -1/C -2 6' 8' 6' M -1 /M -2 5' 6' 5' All Others 5' 5' 5' Curb Ramp (See Detail R -12) Score Joints Every 5' Expansion Joints Every 15' 1 Wide x 3/8' Deep Score Joints 1 9 3/8' x 3.5' Expansion Joint J � 18' -w-f 18 °-+� Section A - NOTES 1. Sidewalks shalt be a minimums of 8 feet wide at bus stops and pullouts, or where the speed limit Is over 35 MPH, or where a trail and sidewalk are combined. 2. Expansion Joints shalt be placed every 15', score Joints every 5'. 3. Cement concrete shall be placed on 2' of 5/8' minus crushed rock, and as otherwise specified In the current APWA /WSDOT Standard Specifications 4. Removal of' existing concrete curb, gutter or sidewalk shall be to the nearest Joints score Joints must be saw cut and replaced with new. APPROVED FOR CONSTRUC77ON BY DATE Ui z c w L w 0 CC d oc L Q a.F ed O 0 C"3 O C7 w I— _ : VJ O) CO Z n w F ao Z ° D N Q Q O r CV 0 us J J J w I REO UKmr" GIN O F 1i DEL - 8 2000 LDurT CENTER L,1 Y N O U Q �