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Permit 6942 - Rhone-Poulenc - Storage Shed Demolition
kIE- tuLJc 1-p4(0qL\ida t BU1LDft3 PERMT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) C!TY OF TUKWILA Dept. of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila V ✓A 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: C_P°0--4cQ 3-5-9a .Ii (�±4+1 : � .xl�,�, •,;;,ir i. i }• S�. h �I.��•x.�•.t�.�r.�r ;*A1.5. •h. i 4 (� {�t 1'�t •.ic`,Sr .3 N ' v . n.1�ry�A� 1'yE. T!,�1.''a,G�l� i G1 ' ++,yC• �/! r.Y.t :.. ^ra•.cr rAi , I SIT: ADDRESS 9229 E Marginal t;.: S r ;;;giii.41 jj��,4*44t rY t`tt/� .: : ' . DESCRIPTION BUILDING PERMIT FEE PLAN •CHECK :FEE• BUILDING`SURCHARGE AMOUNT •IRCPT »' 30.00 :I 4157. DATE • 1115 -91 • OTHER: <; > :' > :;; >.;.; : :: :TOTAL > - PLAN CHECK NO.: 91 -470 SUITE ; VALUE OF CONSTRUCTION - $ 8,400.00 ' PROJECT NAME/TENANT Rhone - Poulenc (Storage Shed) TYPE OF (JNew Building (jAddition U Tenant Improvement (commercial) O Demolition (building) U Grading/Fill WORK: O Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: ASSESSOR ACCOUNT 542260 -0010 Demolition of existing building excluding floor slab. PROPERTY OWNER ADDRESS CONTRACTOR Rhone- Poulenc 9229 East Marginal Way South, Tukwila, WA Olshan Demolishing Company, Inc. PHONE 764 -4474 ‚ZIP 98109 PHONE 800- 874 -3366 ADDRESS P.O. Box 925628, Houston, Tx WA. ST. CONTRACTOR'S LICENSE It OLSHADCO99Nk' ARCHITECT EXP. DATE —1PHONE ZIP 77292 8/08/92 Zl FLOQR r SQUARE OCC. l FEET LOAD SQUARE FEET / OCC. SQUARE OCC. LOAD FEET LOAD /. SQUARE OCC. TOTAL FEET LOAD SOUAREFEET TOTAL TOTAL OCC. LOAD TYPE OF CONST.: N/A UBC EDITION (.year) 1988 SETBACKS: N - S - E- W- FIREPROTECTION: OSprinklers O Detectors N/A UTILITY PERMITS REQUIRED? ED 0 No (publio Works ZONING: BAR /LAND USE CONDITIONS? Shorelines -OK ID Yes 0 No CONDITIONS (other than those noted on or attached to permit/plans) PRINT NAME: 2/,„0,4-1./ ,,65"e5.2./56,/ 1 /'2./ APPROVED FOR ISSUANCE BY: /tow _A,. BUILDING OFFICIAL DATE: 2 ) ,c I hereby certify that I have read and examined this permit and know the same to be true and correct. Alf provisions of lay and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this bolding permit. SIGNATURE: �,r.,,� ''' -' 3-5-7" 7-- DATE: PRINT NAME: 2/,„0,4-1./ ,,65"e5.2./56,/ COMPANY: /2-v- /'2./ ' Thrs permit shall become null and word if the work rs not comrrienced.wrthin`180 days from the dateof • ;Issuance, Or if the work is suspended or abandoned for. a period of. 180 days from the last: :inspection CERTIFICATE OF OCCUPANCY NO. DATE ISSUED: Li rlwtki PLAN CHECK NUMBER CI ( -410 BUILDING .'ERMIT APPLICATION TRACKING PROJECT NAME SITE ADDRESS R - P SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE FEET TOTAL OCC. LOAD SQUARE FEET OCC. LOAD OCC. SQUARE LOAD DEPARTMENTAL REVIEW "X" In box indicates which departments need to review the project. EPARTMEN, BUILDING - initial review FIRE PLANNING i s l l' (0 -9 I ROV >�QU1EME • MEN€1 PUBLIC WORKS 0 OTHER ROUTED INIT: -agz9 CONSULTANT: Date Sent - Date Approved - FIRE PROTECTION: • • Detectors •• N INSPECTOR: FIRE DEPT. LETTER DATED: ZONING: BAR/LAND USE CONDITIONS? 7W-7W REFERENCE FILE NOS.: MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? BUILDING - final review REVIEW COMPLETED 3/8/6/,? INIT: TYPE OF CONSTRUCTION: UBC EDITION (year): PERMIT NO. CONTACTED DATE READY DATE NOTIFIED BY: (init.) PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING C6 3RD NOTIFICATION BY: (init.) 0W17 BUILDINU PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division v,rVS V■4411 4% 04;11 Iio! ✓d I V lV, 1 arrevyttcs W I/'7 ,7V 1 NCi 206 4 -3 (206) 31 670 -•: NUM z} >< _ t;aU,.:r :- . .:''.=4 p:;<:: = UILD1Nd PERMIT E ; t4.... @< . `%° MEONSA MGM A NW . wPZ >% PLAN CHECK NUMBER . .. ..... .....:. v.... •.. '. PP I I M A .LCAT.ON. UST. BE . .. :.i+. .. ::.; ..�...:.. ... .. �: ...:..., ... .. . .... .. .. .. ... .. . . � ..... . ..: i . .. .. .. •.:.:. w..: •::: .:.... :..: :...:.: :.•: }. ... .:. .. ..; ... - rO!e EC k '4.0 04 ,R - - .';;df' }$ •t+r,. 9� hf %`',•ti{ . } :0211 >; .:.:.. `••;:;;':3ir r;%:;� •: > }•s �; :fir.: �; +r,,,;,.+;, j: :.. � store X7%.,5.:. yyx :.y � :?:. • 3 }'F.ti::{:f:�:i. {: f:4x:}v .� �YiS }:•;••} :•y:R:.^v:y`��<�S'`.yr' / <'G: - ..� ,ff...�...r...x:.:,<.f.�.... ��•�```•'�` !x. xr.A:�}:• {•r:E.n. 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A , SITE ADDRESS SUITE # 9229 East Marginal Way South VALUE OF CONSTRUCTION - $ 8,400 PROJECT NAME/TENANT - Rhone - Poulenc ASSESSOR ACCOUNT # , 542260 -0010 TYPE OF • New Building ■ Addit On • Tenant Improvement (commercial) Ebemolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: ,,• Demolition of the Storage Shed excluding floor slab , BUILDING USE (office, warehouse, etc.) Manufacturing NATURE OF BUSINESS: Closed industrial plant. • WILL THERE BE A CHANGE IN USE? ' Si No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 2,700 Tenant Space: Area of Construction: W1LL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? Q No 0 Yes IF YES, EXPLAIN: • PROPERTY OWNER Rhone- Poulenc P E 764 -4474 ADDRESS 9229 East Marginal Way South, Tukwila, WA ZIP 98109 CONTRACTOR Olshan Demolishing A Brand Company PHONE713 /867 -9200 ADDRESS 2707 North Loop West, Suite 200, Houston, TX ZIP77008 WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT NA PHONE ADDRESS ZIP BUILDING OWNER OR AUTHORIZED AGENT ADDRESS 9229 E. Marginal Way South PRINT N CONTACT PERSON Lew Herr 11 -15 -91 PHONE 206/764 -4474 CITYiZIP Tukwila, WA 98109 PHONE 206 /764 -4474 APPLICATION SUBMITTAL in order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted tor plan review. VALUATION OF CONSTRUCTION • Valuation for new const,uction and additions are calculated. by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting appiication. to all cases, a valuation amount should be entered by the applicant. This figure wilt be reviewed and Is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER i AUTHORIZED AGENT if the applicant is other than the owner, registered arvhitecVengineer, 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. EXPIRATION OF PLAN REVIEW Applications for which no permit Is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES (5 -.qa- SUBMITTAL CHECKLIST COMMERCIAL N�YV GGMM�iGtAE. EElllptti[t»ApgiT'"' "" ;,C.o poie;tod 6uU.dieg perrrilt,epO.c.eoe4 ssassor Aoaount Number sate (2} of thoaoilowin F a •m, .. S .! ..:.:.: d.::..:r..:. :: <. r::: • ..:..� ... ! ..••.:::..:.: . . . fl CQ i C t I N N t p 7 . 1 M r m P R i k O a p V p E s M • ted.bul( c n ( Pe 2 .n}) : o e rr rc tf o � in l t u m bo r ► ,p W ; < ' ; ; : . �por! �tampad,a' li^riargy calculations stain onglno®r or>rchitaat a1. :P. WQrktng drawings; <:;ardlitact;;;wl?k�';lu Atoctu►'ar1.adwinrag: wlr►gs Structural d • Mechanical drawinge F,ievatlons ctV�t swings +t pram Cora a�a uautt pe appu�at on Slx'(6) eats of pvltdraw(nfls id:.by a Weir f g r ;: Y T : i i v a. e o ; .g ;a tf t w Ar t o p � . paxn: u. g: c. 6 . e a. Q l. 00 r R . d 6 . . s a t a l .e . n :pH. . . a• ai f .t1 t e r . q o r : a : s ld. . n t rpanon Wll a reisonsobld • • • ( u a , Bt ay r t { y er w e o t g f q r I s A o r <i � a a n . a ae onati .W. 1 . . r 4 9 .s c t n `stro uealcuatios stamped a emb.t 44 ud if.aructuenu N'e w m ti .k! : a , ea. b r ;i r,e ahingon 8tato linans porm ln0::peernkapp.. pot. Number n idin" "hoer' an howi' > `> ndra ape '40 *r jt hank space 1k�or plan thol a< s mr �;tt e a 'd : d � J )f � a v . ti e ;r bd ' ::A darce: e :iha np; :d�uuc: s> a ( % iF. u.t .n n t ;c`i pt> r� 9 t: : 0 < :l : .. . l , m d e' :° } ; " r .nY ; } t: " . .k b . .. : : : : • : : .. : ? 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' d ; " , j g rao ;0;54 Un oft rind Slgrt PLAN CHECK NUMBER q[ -1--no ROUTING UTILITY PROJECT LHECKLIST ( TRACKING PROJECT NAME Khan -e- -- Poulenc_, SITE ADDRESS gaaq € rrc g1nc).1 W4 -5 SUITE NO. �'' t. - P A'S RECEIVED TYPE OF REVIEW ' T 'O D TO PWD DATE PLANS APPROVED DATE RESUB. REQUESTED COMMENTS 1 t-15- ki -beim° u -(S-q1 is i t a i Curb Cut/Access /Sidewalk Fire Loop /Hydrant Flood Zone Control Grade /Fill Hauling PERMITS REQUIRED II III PERMITS PERMIT NUMBER APPROVED PLAN /LETTER DATE ISSUED Channelization /Striping /Signing Curb Cut/Access /Sidewalk Fire Loop /Hydrant Flood Zone Control Grade /Fill Hauling Landscape Irrigation Moving an Oversized Load Sanitary Side Sewer Sewer Main Extension (private) Sewer Main Extension (public) k Storm Drainage 51)-011.4-q I& U 't) 3-'5-C{A Water Main Extension (private) Water Main Extension (public) 0 Deduct Water Meter (exempt) size: No.: OWater Only Water Meter (permanent) Size: No.: Water Meter (temporary) size: No.: Other: Other: CONDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT CITY OF TUKWILA Central Permit System - Engineering Division 6300 Southcenter Blvd., Tukwila, WA 98188 Phone: (206) 433 -0179 UTILITY PERM! ( APPLICATION PLAN CHECK NUMBER: aj ifwts.:i> Site Address: Name of Pro ect: 9229 East Marginal Way South, Tukwila, WA Rhone - Poulenc Plant Demolition Property Owner: Rhone - Poulenc Street 9222 East Marginal Way South Engineer: Street Address: Contractor: Olshan Demolishing A Brand Company Street Address: 2707 North Loop West, Suite 200, Houston, TX King Count Assessor Account Number: 542260 -0010 R Ta "< < ❑ Channelization/Striping/Signing UES''P ED; i ❑ Curb Cut/Access/Sidewalk "``' ❑ Fire Loop/Hydr. (main to vault) — No.: ❑ Flood Zone Control ❑ Gracie/RI cubic yards ❑ Hauling ❑ Landscape Irrigation ❑ Moving an Oversized Load ❑ Sanitary Side Sewer No.: ❑ Sewer Main Extension Private ❑ Public ❑ Phone No.: 206/764 -4474 City /State2lp: Tukwila, WA 98209 Phone No.: City /State/Zip: Phone No.: 713/867 -9200 Cit / State/Zip: 77008 Sizes: ❑ Storm Drain ❑ Street Use ❑ Water Main Extension Private ❑ Public ❑ ❑ Water Meter / Exempt: — No.: Sizes* Deduct ❑ Water Only ❑ ❑ Water Meter/ Permanent— No • Sizes• ❑ Water Meter/ Temporary: — No.: Sizes: ❑ Other: OUNDIBlLLl DERV!( Name: Rhone - Poulenc Street Name: Street ® Water ® Sewer Phone No.: 206/764 -4474 AMIN 9229 East Marginal Way South Rhone - Poulenc 9229 East Marginal Way South ❑ Metro ❑ Standb City/State/Zip: Tukwila, WA 98109 Phone No.: 206/764 -4474 Cit /Stale/Z1.: Tukwila, WA 98109 SCRiP:TION<? J Multi le -Famil Dwelli ❑ Hotel No. of Units: CommerciaVlndustrial ❑ Motel ❑ Office ❑ Retail ❑ Sl ❑ Du ❑ Tri le -Famil lex ex Residential ❑ • •artments ❑ Other: ❑ Condominiums ❑ Warehouse ❑ Manufacturing ❑ Church ❑ Hos • ital ❑ School/College /University ❑ Other: • ❑ New Building ❑ Remodel/ Square footage of original building space: Square Addition Square footage of additional building space: King County Assessor's valuation of existing structures: $ 785,800.00 Valuation of work to be done: $ 294,500 4 r.::i :i; }iii };.v; . ^:i }y<. ..: .....:.........:.: r :.:.....:.. :.: ..:......... ' -/• ° Y n : R I F+.: .:°.v#..�:I.E.:.R. n..1 , ..`.B:..:.Y.:..{:: � °E::.:R ::: ;�/T ;.:!� /.,. :. . x � .H....A....:T. i ,:: •.:. .}}..::: r : :.i : . /n...:x; n:. v^�. ;.. Ale., ........f y;: . J < ..�:: S.:.��. !.:[::�:F:::t:.`�:.:..Y ::v:�:.B r::::1 i . � { .y.J.x,r ..y :.7■.xy:,;f�w}.:.:i t : / : r ` ;� :ni/1!:!..w;!r� ••.:;j �� !;•> ; >,j • •�7•I�.::::�/. w �:�:/:.E W .:. � r 4 .. .. J..;.....:.:p.:h}.:y'•..y..C. y+ . �.. i, .i.,-/* Applicant/Authorized / �� 1 41 : I . i • - Al .✓ Contact Person name): Lew Herr Print Name: Lew Herr _,.,(print Address: 9229 East Marginal Way South Date: 11 -15 -91 Phone: Tukwila, WA Phone' 206/764 -4474 Date Application Accepted: 1.1 _.. i G�-.(� 1 ....... 1l lv _l Date Application Expires: 5— (b- 09/18/90 SUBMITTAL CHECKLIST;.; All site plans shall be provided in one submittal for review by the Public Works Department. Six (6) sets of plans stamped by a licensed engineer are required along with this application completed and signed by the applicant's representative. The following information is necessary for Public Works Department evaluation and approval of site plans: • All utility construction is to meet the City of Tukwila Standards • indicate scale of drawing and show north arrow • Identify location by address or distance to nearest intersection CURB CUT /ACCESS /SIDEWALKS/ CHANNELIZATiON /STRIPING/SIGNiNG O Dimensions O Type of surfacing - asphalt, crushed rock, etc.(and thickness) O Percent of slope or runoff direction O Size of curb cuts/location O Vehicular and pedestrian traffic facilities, including signing and striping, wheel chair ramps, curb cuts FIRE LOOP /HYDRANT O Type of pipe O Size of pipe/location O Location and type of all valves O Type of bedding and backfili materials/percent compaction O Distance from structures, storm and sewer facilities at minimum separation O Location and size of thrust blocking FLOOD ZONE CONTROL (Requirements are under Flood Ord. No. 9462 and can be obtained from the Public Works Dept.) O Lowest finished floor elevation O Contours and elevations per National Geodetic Vertical Datum LAND ALTERING (CLEARING, GRADE AND FILL) O Contour map (2' intervals) showing existing and proposed contours O Estimate of yardage, both cut and fill O Erosion control plan HAULING O Copy of Certificate of insurance coverage (minimum $1,000,000) O $2,000 bond made out to the City of Tukwila for property damages caused by activities O Route map LANDSCAPE IRRIGATION O Location of DSHS approved double check valve O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter O Location and elevation of meter box (water meter - permanent and exempt). Clearly show whether tap is on main or domestic service O Location and type of tap O Type of bedding and backfili materials/percent compaction MOVING AN OVERSIZED LOAD O Copy of Certificate of insurance coverage (minimum $1,000,000) O $5,000 bond made out to the City of Tukwila for property damages caused by activvities O Business License with City of Tukwila O Route map SANITARY Me SEWER' O Type of pipe - concrete, PVC, etc. O Size of pipe/location O Percent of slope on pipe/length of run O Connection points) to public O Location of cteanout(s) and test Tec(s) O Type of bedding and back ill material/percent compaction O Invert elevations at structures and junctions SEWER MAIN EXTENSION O Type of pipe - concrete, PVC, etc. O Size of pipe/location O Percent of slope on pipe/length of run O Connection points) to public O Location of cleanouts O Type of bedding and backftil material/percent compaction STORM DRAINAGE (including existing topography and proposed grading and surfacing) O Type of pipe O Size of pipe O Percent of slope/length of run O Location of all structures O Square footage of area to be drained, including roof area O Becring material for pipe O Invert or flow line elevations STREET USE O Complete description of proposed activity O Map with address and outline of limits of activity relative to public right -of -way and easements O Proposed traffic control/detour (per Manual of Uniform Traffic Control Devices) O Proposed schedule (times and dates) WATER MAiN EXTENSION O Type of pipe O Size of pipe O Hydrant type and locations O Valve type and locations O Connection point(s) to existing system O Type of connection - live tap, tee, etc. O Location and size of thrust blocking O Size and location of mains, including elevations (profile) WATER METER • EXEMPT O Diagram of domestic system/tie in of exempt meter O Number /account for existing domestic meter O Size and type of material of meter and service O Site address WATER METER - PERMANENT O Type of pipe • copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter O Location and elevation of meter box (water meter - permanent and exempt) O Location and type of tap O Type of bedding and backfill materials/percent compaction WATER METER - TEMPORARY O Address and hydrant location O Size of meter O Estimate of quantity and schedule After the Pu c orks Department as comp eted the r re ew an a plans are approv :., e app /cant w l be notif by letter concerning the necessary permits and requirements; an approved set of plans will accompany the letter.. ; if the plans are not approved, the applicant will be notified by letter of necessary resubmittal requirements: INSPECTION RECORD Retain a copy with perml CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT 431 -3670 Project; Rhonrz - Pov1 -enc. Type of Inspectlo . l nal Address: n ovk E 11,15' W9 Date Called; Special Instructions: t 1 log l ' 1 a Date Wanted: n Requester; r•-) Ooh' C DIY1 bill Phone No.: LL coo Approved per applicable codes. COMMENTS: • Inspector: ❑ Corrections required prior to approval. ekA (.c lA) Date: C, , ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Dale: [FleceOt No,: 0 INSPECTION.. RECORD Retain a copy With permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P R IT O. (206) 431- 670 roe g2h�f� ., v 1 �OU 1�411G YPe o nspe one„ � _.'�Y'�ii� -� Address: q n_ck mgt rat uuL Date Called: 3- 5- cf a Special Instructions: Date Wanted: 3-13.- CfQ . ��.m Requester: L�rl n6� Phone No.: (.D ,� Li (tom O l -Approved per applicable codes. O Corrections required prior to approval. COMMENTS: ' O $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule relnspection. *p o.: or rHONE • POULENC' IC. FINE ORGANICS DIVISION SEATTLE, WASHINGTON PLANT 9229 E. Marginal Way South - P.O. Box 80963 • Seattle, Washington 98108 • Telephone (206) 764.4450 18 June, 1992 City of Tukwila Public Works Department 6300 Southcenter Boulevard Tukwila, WA. - 98188 Attention: Mr. Greg Villanueva RE.: Demolition Permits: No. 6936 - Vanillin Building No. 6937 - Extractor Building No. 6939 - Control Building No. 6940 - Maintenance Building No. 6941 - Meal Bin Storage Area No. 6942 - ;Storage Shed:' No. 6943 - RCRA Storage Shed No. 6944 - Larox Building Dear Mr. Villanueva: This will confirm our discussion in which we stated that all utilities and process drainage associated with the above permits have beeen capped and /or plugger in con- formance with the stated permit requirements. Rhone - Poulenc, Inc. retains possession of the property and is responsible for all maintnenance thereon, including the integrity of all utilities. It should be noted that all surface drainage from the site is.directed.to Metro after testing for comm, pliance with Metro standards. This will also confirm the withdrawal of permits for the demolition of the Change Room Building and The Distribution Center Warehouse have been withdrawn. The Compressor Building - Permit No.: 6938, is on hold pending Rhone - Pulenc, Inc. verification of the disposition of the compressors contained therein. If you have any questions regarding these proceedings please do not hesitate to call me. Sincerely, ewis B.Herr Project Manager (PRHQNE PQULENC BUILDU'3 PERMIT INSPECTION RECORD (Post with Buliding Permit In conspicuous place) CiTY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 9229 E Marginal Wy S BUILDING (DC1 �a PERMIT NO. DATE ISSUED: SUITE NO.: PROJECT: Rhone- Poulenc (Storage Shed) CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE "X" REQUIRED INSPECTIONS PHONE APPROVED INITIALS CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 X 11 Pre -Demo 431 -3670 12 13 14 FIRE FINAL insp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 (INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUiREIVIENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other Inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. ommo ''HONE - POUL ENC ORGANIC CHEMICALS DIVISION 9229 E. Marginal Way South - P.O. Box 80963 - Seattle, Washington 98108 - Telephone: (206) 764-4450 March 2, 1992 City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington - 98188 Attention: Subject: Mr. Duane Griffin Building Department Demolition Permits for Rhone - Poulenc, Inc. Seattle Plant 9229 East Marginal Way South, Seattle, Washington Dear Mr. Griffin: T.15,911.\\V.1\i5 '-1 MAR 0 2 1992 I Ci1'Y L, " .J .01\1 t .ra PLANNING DEPT. In response to your discussions with Mr. Ryan Daugherty, CH2M HILL, Inc. we are providing the following confirmations: 1. Rhone- Poulenc, Inc. wishes to withdrawal two applications for demolition permits for the following structures at its Seattle Plant: a. Distribution Center (D.C.) Warehouse b. Change Building Along with the Administration Building and the Laboratory Building, Rhone - Poulenc, Inc. plans to leave these facilities intact to support future cleanup operations at the plant. In keeping with our applications, Rhone - Poulenc, Inc. does wish to pursue demolition permits for the remainder of the building structures on the plant site. 2. As stated in your discussions with Mr. Daugherty, the storm drainage outfall to the Duwamish River is no longer in use. Storm drainage from the plant is now collected, tested, and diverted to Metro. We are attaching a copy of the approval letter from Metro, dated August 26, 1991. This letter confirms Metro's knowledge and approval of the collection, testing, discharge procedures being followed by the plant for sanitary and wastewater discharges from the plant. 3. In regard to your concern about the protection of backfill in pits, Rhone - Poulenc, Inc. plans to have the contractor protect such areas that are exposed to rainfall during the 'PHONE POULENC period between placement of fill and placement of the final cover material. 4. Rhone- Poulenc has reviewed the letter from the Washington State Department of Ecology (a copy is attached) and will comply with the three conditions stated therein for demolition, i.e., a. Site drainage will continue to be diverted to Metro unless other provisions are made by or approved by the Environmental Protection Agency in compliance with the forthcoming consent decree or a change in policy by Metro. b. All due care will be taken by the contractor to avoid disruption of site paving, slabs, ground cover, soils, and groundwater. c. All appropriate precautions will be taken to monitor and prevent the dispersion of dust and airborne particulate matter. The plant fire water system will remain operational and will be used if necessary to prevent the dispersion of dust. Our schedule for demolition, pending issuance of the final demolition permits, is to commence demolition work on Monday, March 9, 1992 and to complete all work by June 1, 1992. We appreciate the care and concern shown by the City of Tukwila during the development and review of the demolition permits for the Seattle Plant and look forward to working with the City staff during the course of soils and groundwater cleanup at this site. Sincerely, Lewis B. Herr Project Manager Rhone- Poulenc, Inc. r Nor v(111) ions ' • i 190 - 160th Ave S.E. • Bellevue, Washington 98008 -5452 • (206) 649.7000 .q I t,.j STATE OF WASHINGTON EPARTMENT OF ECOLOGY February 13, 1992 Mr. Duane Griffin Department of Community Development City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 Dear Mr. Griffin: Thank you for your consideration in involving the Department of Ecology (Ecology) is assessing potential impacts of building demolition at the Rhone Poulenc site on historic site contamination. Ms. Martha Turvey ("Elliott Bay Action Team) and I have reviewed plans and available information. We feel the demolition of above -grade structures at the site can proceed without adversely affecting contamination at the site under the following conditions. 1. All surface drainage at the site continues to be discharged to the METRO Sanitary Sewer System; 2. Demolition activities do not disturb the integrity of paving and /or building floor slabs, and underlying soils (including soil and groundwater hydraulic/hydro logic conditions); and 3. All airborne emissions, e.g., dust fumes, mists, vapors, be monitored and controlled as necessary. Although this may not be the appropriate time to address this issue, we would seek to encourage or advise that a full remedial investigation to determine site status under the Model Toxics Control Act (MTCA) (Chapter 70.105D RCW), and MTCA regulations (Chapter 173 -340 WAC) be completed by Rhone Poulenc within the year. Such an assessment would not be guaranteed by the Hazardous Waste action being taken by Tom Post of E.P.A., as different standards apply. A condition of the local permit requiring substantive compliance with MTCA Remedial Investigation (R.I.) requirements at the site, to include reporting such R.I. results to the City and to Ecology has been used successfully in the past to accomplish that end. A time limit, usually 9 - 12 months, is often appropriate to such a condition. Mr. Duane Griffin February 13, 1992 Page 2 If you have any questions, please feel free to call for clarification or to arrange a meeting. I appreciate the opportunity to work with you and the City of Tukwila. NDP:gm cc: Norman D. Peck Investigator Toxics Cleanup Program Northwestern Regional Office Dan Cargill, UBAT Supervisor Ryan Daugherty, CH2M -Hill ✓ Tom Post, EPA, RCRA Compliance Martha Turvey, EBAT, Ecology File: Rhone Poulenc (MICA) Monsanto Chemical Co. CITY OF TUKWILA 6200 SOUTHCENTE A BOULEVARD, TUKWILA, WA S/11NGTON 98188 December 11, 1991 Lew Herr 9229 East Marginal Way South Tukwila, WA 98109 PHONE 9 (2061,1334800 SUBJECT: Rhone- Poulenc Plant Demolition (Storage Shed, PC ; 91 --470 9229 East Marginal Wa South Utility Permit Application Dear Mr. Herr: Gary L. VanOu/sen, Mayor The Public Works Department has reviewed the drainage plan submitted for the above project and hereby approves the plan for the proposed work. Please contact Denise Millard, Permit Coordinator, at 431 -3672 to have the following permit prepared for pickup: Storm Drain Modification (Inspection Fee = $15.00) This permit will provide for inspection of the proposed work by the City Utilities Inspector, Greg Villanueva (433 - 0179). You are referred to other City agencies, including the Building and Planning Divisions and the Fire Department, Seattle City Water, METRO and appropriate utility franchises for other requirements and approvals which may affect the commencement of this work. Enclosed is an approved copy of the drainage plan for your files. If you have any questions please call me at 433 -0179. Sincerely,,/ /� • John A. PierdZq/, P.E. Associate Engineer Public Works Department xc: Burt Miller, CH2M Hill, 777 108th Ave. N.E., Bellevue, WA 98004 Greg Villanueva, City Utilities Inspector (w /copy of approved plan) Permit Coordinator Development File: Rhone - Poulenc Read File Enclosures: a/s JP /amc:9:rhone2 gxmt-4 rcz,F LEAP lb Fctsr-pe.12 rtArracil gy.pni4 t2F-AIN5 nA-rIvr-ti C•r-ericva. e?q6111,1 MILPINA Aecxta t‹.1-111s4 11'sv, 12-0-1441-1 . Lug 4-4EirATI014 -p o2,4414 P.a.pscarr. •12)64512 cow.. pik-rr,cr4.1 cor‹.. FLArivr:kt-1 15.NORTH APPROVED PER PUBLIC WORKS LETTER DATED/>, DATE REVISION .Rhone-Poulenc, Inc.. . •.Seattle..Plant Site .SLAB DRAINAGE PLAN ROT-TO SCALE SHEET OF 1 DATE 11/PPI PR0J. NO. 11111111 I I gxmt-4 rcz,F LEAP lb Fctsr-pe.12 rtArracil gy.pni4 t2F-AIN5 nA-rIvr-ti C•r-ericva. e?q6111,1 MILPINA Aecxta t‹.1-111s4 11'sv, 12-0-1441-1 . Lug 4-4EirATI014 -p o2,4414 P.a.pscarr. •12)64512 cow.. pik-rr,cr4.1 cor‹.. FLArivr:kt-1 15.NORTH APPROVED PER PUBLIC WORKS LETTER DATED/>, DATE REVISION .Rhone-Poulenc, Inc.. . •.Seattle..Plant Site .SLAB DRAINAGE PLAN ROT-TO SCALE SHEET OF 1 DATE 11/PPI PR0J. NO. DEMOLITION PLAN DATA SUMMARY Rhone - Poulenc, IIInc. Seattle Plant Site BUILDINGracje. Sn€C1 BUILDING AREA 1 sd- t BUILDING STRUCTURAL SYSTEM Foundation 6sict�l2 Ground Floor yv re,-te, la (0 Second Floor N/S. Wall Framing . ,,.. .4ucis Jco . s • 1 Roof Structure (,Uoo ioi `z, -I rlywc°• aec Roofing Sj 1 -gyp RECEIVED CITY OF T(IfCUltllA NOV 1 5 IA PERMIT CENTER SOLID WASTE DATA aterial 00 .� - r a! mint v. • • `I r s• `I r i ��� MM re5 +cal • u . 1• • Quantity od` 0 Destination tll4 b �i�e. S e P�►OYC • X41 SI ,/.i7��r I . , N 0Ipfo 4 15 Sit SURFACE DRAINAGE (( � j ((nn Existing F` ' kade•rc cralrl� 'ja u54111 rals.ed ICA ICtre . fAad�d-Orm System huppUr� ct±,(g ,orry - l� . a' o - ' a� , V - System After Demolition HEALTH & SAFETY fur I„ �1ab Vo iewlcmL lab will ch'lal /1 Yc t'.f � co- ✓icv'e4 c o wl tiici v,,iI I oval' NEo Ist�rlq 5c • eirs. dace, olrn • co A,lu wI - II • • • amcale 421ow. (� yl way r f Used 1o'1' �roca44)(1n1• 12I4�it riSIYA0I(1 ary (14- cmd. �. n 1 clan1V11.4im1 %Wzars11,, ?Jo rnccauu1avi or- iwi L .eee -eda r y All work performed by RPI forces or contractor forces will be accomplished under RPI SAFETY AND CONDUCT GUIDELINES FOR CONTRACTORS. Contractors will be responsible for performing their work in compliance with OSHA /WISHA, and all other rules, regulations and requirements governing safety, convenience and the performance of the work. All work shall be in compliance with the regulations, ordinances and requirements of the permits issued by the agencies havino jurisdiction of the site and the work. 0 SAFETY AND HEALTH PFCti N D CITY 1:)i T I }OVILA NOV 1 5 1991 PEANUT CENTER Owner agrees that, during the performance of the Work, where employees of Contractor and /or employees of subcontractors of Contractor are working on the Construction Site in an area required by Occupational Safety and Health Act Regulations, to be designated as a "Regulated Area" or other similarly intended designation where special controls and /or monitoring are required because of the presence or potential presence of certain chemicals or conditions therein, if requested by Contractor and agreed to by Owner, it will, as agent for Contractor, (1) provide said employees with respirators; (2) undertake necessary monitoring of said employees and area, (3) provide the required training for said employees in applicable hazards, and (4) supply information and data to Contractor for maintaining appropriate records; all as required by said Regulations and all at Owner's expense. However, it is understood that Contractor will provide or cause to be provided medical surveillance and any other service or equipment as required by Occupational Safety and Health Act Regulations, for said employees during the performance of the Work in said area. The above undertaking by Owner in no way constitutes the transfer to, or assumption by Owner of, any of Contractor's or its subcontractor's duties and obligations under Federal, State or local laws or regulations, including by not limited to the above described regulations; no liability to Contractor, any of its employees or other person, firm or corporation will thereby be assumed by Owner; and Contractor agrees to save Owner harmless, to the extent valid and enforceable under applicable law, from any and all liability, penalties and claims of whatever kind, including, but not limited to claims of Contractor or any of its employees, agents, vendors or subcontractors, or of governmental agencies, based on Owner's failure or alleged failure to comply with any Federal, State or' local law or regulation, or based on any act or omission of Owner, its employees or agents, in performing any of the above services. Contractor shall take all necessary precautions to protect employees of Contractor, employees of its subcontractor and employees and facilities of Owner from hazards arising in the course of the performance of this Contract or in connection with Owner's operations or chemicals located at or adjacent to the Construction Site. Contractor shall comply with, and shall cause its employees and all subcontractors to comply with (1) all Rhone - Poulenc Safety and Health Regulations and Requirements which are furnished to Contractor by Owner and (2) all applicable laws and governmental rules and regulations relating to health and /or safety. In the event that Contractor fails to so comply or to cause such compliance, Rhone- Poulenc may suspend all or any part of the Work on which Contractor or his subcontractor is engaged, until Contractor proves to Owner's satisfaction that Contractor has corrected said failure. Contractor shall not be entitled to any extension of time or compensation or damages by reason of, or in connection with, such work stoppage. -2- Contractor shall review all safety and health regulations and requirements which it is obligated to comply •with hereunder and any applicable hazards which it is obligated to protect against hereunder, prior to the performance of the portion of the Work which is applicable thereto. Contractor shall notify Owner how said regulations, requirements and hazards will be communicated to, and enforced with, its employees and all subcontractors. Contractor shall include in all of its subcontracts involved in the performance of the Work at the Construction Site, the provisions of the Appendix, with subcontractor being obligated to Contractor to the same extent as Contractor is obligated to Owner. However, such provisions in the subcontracts shall not relieve the Contractor of its obligation to assure compliance with the provisions of this Appendix for all aspects of the Work. Rhone - Poulenc Safety and Health Regulations and Requirements include the following and may include others which are unique to a particular Rhone - Poulenc location. Where Contractor believes any Safety or Health Regulation or Requirement is not applicable, a written variance (per Plant Procedure) to deviate there from must be received from Owner's management representative at the location of the Work, prior to initiating the Work. 1. Location Work Permits Work permits shall be obtained by the Contractor, and signed by an authorized Rhone - Poulenc supervisor to confirm his acceptance of precautions specified for the following operations: a. Use of ignition sources in restricted areas. b. Entering of vessels or confined spaces. c. Opening process equipment. d. Performing electrical hot work. e. Making excavations and trenches. f. Moving radioactive sources. g. Performing pipe "hot tapping ". h. Operating heavy equipment around electrical power lines. 2. Master Card Procedure The Master Card Procedure for tagging and locking critical equipment isolation points shall be followed by the Contractor prior to commencement of work on such equipment. • -3- 3. Location Safety and Health Rules All location safety and health rules. furnished by Owner to Contractor shall be adhered to by the Contractor. 4. Personnel Protection Equipment Personnel protective equipment shall be provided by the Contractor as follows: a. Hard hats and industrial grade safety glasses with permanently attached side shields and safety shoes shall be worn at all times. b. Chemical splash goggles and hearing protection shall be worn in posted areas. c. Respiratory protection, harnesses and lifelines, and other necessary protective equipment will be worn based on location regulations and OSHA requirements and furnished by Contractor as needed. d. Respirators shall fit snugly against the face. Persons wearing beards shall be clean shaven where respirator makes a facial seal. 5. Caution Regarding Asbestos - Containing Materials Should Contractor encounter any type of insulation or other product that they suspect may contain asbestos during assignments, cease work immediately. Notify the responsible plant supervisor in order to obtain accurate identification of the material including sample analysis, if necessary. Some typical questionable areas (but not limited to) include cable insulations, pipe coverings, ceiling tiles, wallboard, blown -in insulation,•boiler /powerhouse block insulations and drilling or cutting through transite. Unless absolutely sure that a material is asbestos - free, notify plant representative you're working with and cease work activity until all questions are resolved. 6. Emergencies Contractors shall be trained in those emergency procedures which directly affect their own employees' personal safety and health. In the event of an emergency (fire, explosion, vapor cloud, spillage, or related hazards) arising in the immediate vicinity, Contractor agrees that it shall cause its employees to leave the area immediately and remain at a safe distance until the emergency is over. 7. Safe Tools Scaffolds, stages, rigging equipment, electrical tools, ladders, hoists, and other tools, machinery or equipment used in the Work shall meet specifications of .'ANSI and the Occupational Safety and Health Administration for such items employed in the Construction industry. -4- 8. Accidents The Contractor will be responsible. for investigating all accidents involving its employees and reporting all details to Owner's safety representative at the location of the Work. When such accident investigation is complete, the contrac :tor will provide such Rhone - Poulenc representative with a copy of the completed injury report. The Contractor is also responsible for compliance with the Occupational Safety and Health Administration requirements for reporting or communicating injuries. 9. Safety and Health Program Contractor shall maintain its own safety and health programs. However, it may be necessary at times for the Rhone-Poulenc representative to make recommendations to assure protection of Rhone- Poulenc employees. 10. Contractor shall review with all of its employees assigned to the Work, prior to their commencing any of the Work, all safety and health regulations, requirements and programs applicable to the Work, and Contractor shall cause its subcontractors to make such a review with their employees. 11. Special Rules for Harmful Exposure Contractor represents that it is familiar with the Occupational Safety and Health Administration Regulations concerning harmful exposure to toxic substances, and is capable of providing, . and will, unless and to the extent otherwise agreed to in writing by Owner, provide respirators and /or other protective equipment exposure monitoring;, medical surveillance; employee training; record keeping and other services, to the extent required by said regulations in connection with the Work. FEE -27 -1992 14 09 FROM RHONE — POULENC TO 9- 4625957 P.02 - 44 ®diMETRO I� Municipality of Metropolitan Seattle Exchange Building • 821 Second Ave. August 26, 1991 Mr. R. L. Ferguson Rhone- Poulenc Inc. P.O. Box 80963 Seattle, Washington 98108 (2) Seattle, WA 98104 -1598 Dear Mr. Ferguson: Thank you for your letter requesting changes to wastewater sampling and reporting procedures. You propose to collect and analyze samples of wastewater batches since at this stage of plant closure wastewater is being collected and released on a batch basis. In addition, you propose to collect daily samples of sanitary waste being discharged from the plant to ensure this waste stream is not being contaminated with residual copper. I approve your request to change wastewater sampling and reporting procedures. 'Effective September 1, 1991, Rhone- Poulenc will conduct their wastewater monitoring in the following manner: Batch Release o Prior to any discharge from an industrial wastewater collection tank, the contents will be sampled and analyzed for copper, FOG and pH to ensure they meet discharge limits. o During discharge to Metro a grab sample shall be collected prior to the Metro Sump and analyzed for copper, FOG and pH. Sanitary Dj.scharae o A grab sample shall be taken daily from the Metro Sump and analyzed for pH. o Daily samples also shall be used to make a monthly composite'to be analyzed for copper. A portion of each daily sample shall be retained for analysis if the copper content of the composite sample exceeds 3.0 ppm. .! sr FEE -•27 -1992 14:09 FROM RHONE - POULENC Mr. R. L. Ferguson August 26, 1991 Page 2 TO 9- 4625957 P.03 Reporting Batch Release and Sanitary Discharge analyses results shall be submitted to Metro on a monthly basis. Analyses results of samples collected during each month shall be submitted not later than the fifteenth day of the month following sample collection. Self monitoring reports shall be submitted to Metro, 322 West Ewing Street, Seattle, Washington 98119. If you have any questions. please call me at 684 -2329. Sincerely, Bruce R. Burrow Industrial. Waste Investigator Environmental Programs BRB:mwr 'cc: Doug Knutson, Dept. of Ecology / ?. 01 617 ARRIIININIRP1111111116., EXTRACTOR BUILDING * EXTRACTOR BUILDING: = +4409 SQ. FT. CMU BUILDING - SINGLE STORY... POST - DEMOLITION SLAB TO ADJACENT? EXISTING PAVING RCRA STORAGE SHED * RCRA STORAGE SHED: = ±2,500 SQ. FT UNENCLOSED STEEL FRAME WITH METAL ROOF. POST-DEMOLITION SLAB TO DRAIN TO EXISTING TRENCH DRAINS. DISTRIBUTION CENTER WAREHOUSE * CONTROL ROOM * CONTROL ROOM::: ±600 SQ. FT. SINGLE -STORY CMU BUILDING. POST- DEMOLITION SLAB TO DRAIN TO FORMER ROOF LEADERS. DISTRIBUTION CENTER WAREHOUSE: = ±23000 SQ. FT. MASONRY WALLS TO APPROX.12', STEEL FRAME WITH WINDOWS ABOVE. t EXISTING SCALE PIT TO BE FILLED. POST - DEMOLITION SLAB TO BE SLOPED TO DRAIN TO ;FORMER ROOF LEADERS. SAFETY HANDRAILS TO BE INSTALLED AT EDGES OF RAISED SLi1B. MEAL BIN * U land Zone - SEPA Checklist.,. - Demolition Permit including: - Utility Perm "it, - Bu "ildir g Permit Fire, rotection Demo Perini Certificate of Insui an` e Bond - Hauling 'Perm it VANILLIN BUILDING • VANILLIN BUILDING: ±10,560 SQ. FT. HIGH -BAY BUILDING. STEEL FRAME AND MASONRY STRUCTURE WITH MASONRY MEZZANINE. STEEL AND TRANSTITE SIDING. TRANSTITE SIDING TO BE REMOVED DURING ASBESTOS REMOVAL. 1. EXISTING EQUIPMENT PITS TO BE BACKFILLED AND CAPPED WITH A/C PAVEMENT. 2. SAFETY RAILS TO BE INSTALLED AT RAISED SLAB AREA PORT DE MOLITION SLABS TO DRAIN TO FORMER' 'ROOF LEADERS & EXISTING 1PAVING WEST 1576 97 (CAECA , 1574 72 (DEED) CHANGE ROOM * CHANGE ROOM: = ±2,700 SQ: FT. SINGLE -STORY MASONRY BUILDING WITH DOUBLE ROOF TEES. POST-DEMOLITION SLAB TO DRAIN TOEXISTING!GRADE fo 1 N aT1 ., 54'w 14700' 6 523'40 59 E 648 7, `<Q()M ,NT OF ,.NE BETWEEN CR'NA�IUN (L AIMS GF rRANUS MINA AND H EMR/ - /AN. A'.,EL- �'r'M EAST 'NI. L% SEC. NP 24 NR 4E W"•! • CON. is 0.7 N. OF PROPERTY LINE RECORD .00ATInN 6•CA,' IRON SANITARY r„EWLR FORCE MAIN . rENce COR .0,6. N �' 01 9' r OF M1.or CORNER,_--. <FNCE OF LIRA. F. AL. L SNA_C EAST 1053.10 '- S 23° 02' 00' E '16.03 AS PH AL' ■.00L.NG 'OWE' R PUMPS ..78 • 1 STORY 24' 1w MASONRY Av'I.DiNG COON WOC•D • .?�' FENCE 1.2 N. OF i'Pr MOP. LINE -- •--- ---._� •��'E:.EPWYNL SCRv1LE / 55 ,+NDERri R(�uND APPROalMATL, •��, 5�t 38tUEED1 563.5: CnL.0 � , -_ 544.99 (CA '....0 542 82 ((.LLD) , PAINT MARK 1 TE,,FPHUNE ! RASj .PL -TANK MEAL BIN = ±8,418 >'FT. ±15' HIGH CIP CONC ETE WALLS WITH ±8' STEEL FRAMEWORK BOVE. "TRANSTITE" SIDING PANELS AT UP ER LEVEL EXTERIOR REMOVED DURING AS ESTOS REMOVAL. POST - DEMOLITION SLA DRAINAGE;' TO 11,ROOF LEAl7ER5R & PI ED TO FORMER 1 ' 1. DEEP WELL AT SOU tCH WALL TO BE BACKFILLED AND CA PED WITH A/C PAVING. 2. EXISTING BASEMENT 0 BE BACK- FILLED AND CAPPED TH A/C PAVING AT EXTERIOR AREAS. J STORY WER 4 C.B ,,•,NV CO- -r T H W V.� ,TANKS 7T771. NUMEROUS •ANF 6 OvER,IEAD PIPE O'In COMPLEX THIS AREA W., In _ a I ASPHALT ? PI;,, TANKS. 0 'WAS. 8' wDOD ER WATER VALVE BOX PL. LL,2n '✓ 5 jELEC.BOX 1 .■••••••••••,.401410•...0.1= P I V " • •-GP r H * 1 A' ,4 3 p5J FLAGPOLE' c""rill • • i J,." P '%ATE /4 DR' a _t- aATE. 8 4PP;E •• ;� S( WI.EF SERVICE •' I:J CS , G4 E r C •a . RG. BGa '%) .•OAF,,. \ j r POLE iJU> 1 ,, PP 0. 1,�4�AI:DCvE: ." N' SE R. r._E C RC4 GRASS NUMEROUS 'AN' AND ONERHE AF> WPC COMPLE. . H:S AREA (1- MH 3 ExNAJS: BLOwE R YANKS CO, TS ti. ASPHALT TANKS i) . 6 Pt PE S ASPHALT p 3CW LAROX BUILDING LAROX BUILDING: ±1 ±3 STORY STEEL FRA STEEL SIDING. POST- DRAINAGE TO EXISTIN PL` !! s (48 N000 l ' �y1 n P p �p Pp P ! f A •.�,. � PA NT"nnARY (GAS, .. u'IwIwN ct -/! RAILROAD COMPRESSOR BUILDING * COMPRESSOR BUILDING: = ±1,600 SQ. FT. HIGH -BAY BUILDING. STEEL FRAME WITH STEEL SIDING. POST-DEMOLITION SLAB TO DRAIN TO EXISTING' GRADE r i 7CW/14 r 4P \ 4 pow: A7 [IR,11- t. 0 " c. . s , c .4J.T 0 \ 1. At ...N I. S.• I' RIv I r • . B • IT V0.1, P', PP ' 1 j j A. 3 0 5 AC WALK 60•MAPLE BRUSA , /2.C' WALL 'C.8 17.00 -•", FENCE COR. 2.0 14 OF PROP. LINE N 86° 54' 59'W 486.97 L O 5CA'L.E 60' 0 w' Z> CC Oo Ic 0 w C:I, L- W C z U j � -EMC RE T E BE RM CR -A CON BERM T IR- D N j,1 > 1 , a. , > 1r 'a' °'" > V J A 4 4. 1 ) c , A r ) > y 4A, .• L r r 0'S P P6 STORAGE SHED * STORAGE SHED: = ±1,500 SQ. FT. SINGLE -STORY STEEL AND WOOD FRAME WITH TRANSTITE SIDING. TRANSTITE SIDING TO BE REMOVED DURING ASBESTOS REMOVAL. POST - DEMOLITION SLAB TO DRAIN TO EXISTING PAVING Pier Zone SEPA Checklist - Shorelines Permit - Demolition Permit including:. Utility Permit Building Permit Fire Protection Demo. Permit Certificate of Insurance Bond - Hauling Permit - Corp, of Engineers` Permit for Work in Navigable Waters - WastiingtOn Suite Department of Fisheries HPA Permit Shoreline Zone SEPA Checklist 'Shorelines' Permit . Demolition Permit including: Utility Permit Building Permit . Fire Protection Demo. Permit Certificate of Insurance Bond Hauling Permit MAINTENANCE BUILDING: = ±9,624 SQ. FT. 1 STORY CMU /CIP CONCRETE COMBINATION WITH STEEL FRAME ANDIRANSTITE SIDING ABOVE. TRANSTITE SIDING TO BE REMOVED DURING ASBESTOS REMOVAL: POST- DEMOLITION SLAB TO DRAIN TO FORMER ROOF LEADERS. SAFETY RAILINGS TO BE INSTALLED AROUND PERIMETER OF BUILDNG SLABS AND ADJACENT' RAISED SLAB. DESCRIPTION: CHAT PORNO). OF L n CT',T, 1 s .. 2 143F rs r u_D _ WS, .ACCORD: G TO. THE PARTITION MAP OF'PARr'OF CM FRA4.:+IH M. NATO DONATION-LAND CLAIM ,NO. '38 FI LFD IN KING COUNTY SUPERIOR COURT CAUSE NO. 120091, AND :OF ' THE ABANDONED BED' OF Tun 07WAMIS4 RIVSR,' ALL LOCATED IN' SECTION -33, 'TOWNSHIP 24: NORTH, RANGE' 4 EAST, W.M., IN KING COUNTY. WASHINGTON AND ;;ALL`LYING;WESTERLY OF THE WESTERLY MARGINS OF EAST: MARGINAL, WAY SOUTH AND ALSO. WESTERLY OF THE;PARCEL'OF LAND' ADJOINING EAST MARGINAL. WAY WHICH WAS,CONJEYEDTO GREAT NORTHERN RAILWAY COMPANY BY DEED` RECORDED :UNDER FILE ` NUMBER 4784818; LYING EASTERLY OF THE EASTERLY' MARGIN CF THE RIGHT. OF WAY OF COMMERCIAL WATERWAY DISTRICT NO. ':9'1`IDUWAMISH WATERWAY); LYING SOUTHERLY OF DIE HEREINAFTER' DESCRIBED , "LINE A "; AND LYING. NORTHERLY OF rue HEREINAFTER DESCRIBED "LINE B": LINE A: BEGINNING ON THE WESTERLY I.INE,OF EAST MARGINAL WAY SOUTH, WHICH POINT BEARS NORTH 189'15'54" WEST 2470.01 FEET ALONG THE DONATION CLAIM LINE AND SOUTH 23 °40'59 ", EAST 648.77 FEET ALONG THE , WESTERLY LINE OF EAST MARGINAL. WAY SOUTH FROM THE INTERSECTION OF THE LINE, BETWEEN ;THE "DONATION CLAIMS OF FRANCIS MC NATT AND HENRY VAN ASSELT WITH THE EAST LINEOF SECTION 33, TOWNSHIP 24 NORTH. RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; RUNNING THENCE WEST 1574.72 FEET TO THE EASTERLY LINE OF COMMERCIAL WATERWAY NO. I; THENCE SOUTH 15'00'30' EAST ALONG SAID EASTERLY LINn 237.70. FLIT :TO;THE TRUE POINT OF BEGINNING OF SAID.' "LINE A "; THENCE EAST 1053:10 FEET; THENCE SOUTH 23 °02'00' EAST 46.03 FEET; THENCE EAST v WAY TH AND MARGINAL AY SOU 561.3tl FEET TO THE WF:SCER1 MARGIN OF EAST, THE TERMINUS OF SAID "LINE A "; LINE B: BEGINNING ON THE WESTERLY MARGIN OF.EAST MARGINAL WAY SOUTH tAT,A' POINT WHICH BEARS NORTH 89'15'54" WEST A DISTANCE OF 2470.01 FEET ALONG THE DONATION CLAIM LINE AND ^:SOUTH 23'40'59" EAST A DISTANCE OF 1374.17 FEET .ALONG THE WESTERLY MARGIN OF EAST MARGINAL WAY SOUTH FROM THE INTERSECTICN;OF THE LINE BETWEEN THE DONATION CL1IMS OF FRANCIS MC MATT AND HENRY VAN ASSELT WITH THE EAST LINE' OF, SECTION ?3, TOWNSHIP 24 NORTH, RANGE 4 EAST, W.M,. IN KING COUNTY, WASHINGTON, SAID POINT BEING AT THE INTERSECTION OP THF. MARGINAL WAY SOUTH WITH 'THE. NORTH LINE OF WESTERLY MARGIN OF EAST MARGL VAN DE VANTER STOCK `FARM TRACT AND THE TRUE POINT OF BEGINNING OF SAID -LINE 13"; THENCE NORTH 89'27.5!)" NEST A DISTANCE. OF 14.94 FEET: THENCE 'NOETH,.86'54'59" WEST A DISTANCE; OF 486.97 FEET: THENCENORTII 84'17 '.04" WEST "A DISTANCE OF'117.00 -FEET: THENCE SOUTH 83757'56' WEST A DISTANCE OF 119.00'FEET;' THENCE SOUTH 70`40'29- WEST A DISTANCE OF 110.173 FEET; THENCE SOUTH 61'33'40 - WEST A DISTANCE OF 840.02 FEET ,'TO THE EASTERLY LINE OF THE RIGHT' OF WAY OF COMMERCIAL WATERWAY DISTRICT NO I AND THE TERMINUS OF SAID LINE B TO ETHER WITH THE RIGIlr r0CR0$5' -THE PARLEL LONVEYF.II r0' GREAT° NORTHERN RAILWAY COMPANY AS RESERVED IN DEED RECORDED UNDER FILE NUMBER 4784818. N' 89° 27' 50.1, _.. '14 - 9 -. . NORTH .4 vA V ^E rA >i,;.R ]'�lA •ARmi LEGENDS A.C. ASPHALTIC CoscRS'rF: . SURFACE t.B. .ArLH BASF.\ C.O. 'CLEANOUT C.R. CONCRETE RAMP C.A. CONCRETE WALK ±.WALL CONCRETE WALL D.I. DRAIN INLET t` E.V. ELECTRICAL VAULT EXISTING SURVEY MONUMENT ra_ FENCE LINE FIRE HYDRANT GAS MAIN GUARD POST GUY WIRE OR CABLE INTERCEPT CATCH BASIN INTERCEPT DRAIN INLET r. o." O•H. OVERHEAD SAVE LINE -- o- --b- -- PIPES WITH SUPPORT Ct)L.'MNS . PP POWER POLE P.S. . PARKING STALL OR SPACE PI, PLANTER P.I.V. POST INDI.ATOR VALVE WM wv V,I OVERHEAD POWER WIRE POWER L TRANSFORMER PROCESS MANHOLE STORM DRAIN SANITARY SEWER STREET LIGHT TF:LF.PHOYE *LAE .. ' , TELEPHONE CONDUIT ' OR TELEGRAPH TEST HOLE TELEPHONE SE \'TRY THEN:H DRAIN UTILITY ACCESS, MANHOLE v:>TER MAIN WA'TEA METER WATER VALUE WATER VALVE, OR METER CHAMBER e FILE COPY Understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the 'violation of any adopted code or ordinance. Receipt' of contractor's copy of approved plans acknowledged. By Date �a CERTIFICATION: SURVEY IDENTIFICATION NO.: REGISTERED LAND SURVEYOR NO.: S VE UR YOR S ADDRESS &COMPANY. a 86181.01 22333 TELEPHONE: CERTIFIED TO: BUSH, ROED &HITCHINGS, INC. 2009 MINOR AVENUE EAST SEATTLE, WASHINGTON 98102 (206) 323 -4144 RHONE- POULENC STEWART TITLE COMPANY OF WASHINGTON, INCORPORATED "THIS IS TO CERTIFY. THAT THIS MAP OR PLAT AND THE:SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS 'FOR ALTA /ACSM;LAND TITLE SURVEYS," JOINTLY ESTAB- LISHED AND`ADOPTED BY ALTAAND ACSM IN 1588 AND MEETS THE ACCU- RACY REQUIREMENTS OF A CLASS "A" SURVEY, AS DEFINED THEREIN AND INCLUDES ITEMS (2 & 9) OF • E 3 THEREOF." DEMOLITION PERMIT SUMMARY UPLAND ZONE STRUCTURE AREA REMARKS PERMIT RECORD DATE ISSUED It Del,T4. COMPRESSOR BUILDING VANILLIN BUILDING CONTROL ROOM . EXTRACTOR BUILDING RCRA STORAGE SHED DISTRIBUTION CENTER WAREHOUSE CHANGE ROOM TOTAL UPLAND DEMOLITION ± 1,600 SO. FT. ± '10,560 SOT. FT. ± 600 SQ. FT. ± 400 SQa FT. ± 2,500 SQ. FT: ± 23,000 SO. FT. ± 2,700 SQ. FT. •.. - LAST BUILDING TO BE DEMOLISHED 41,400 SO. FT. LSHORELINE ZONE MEAL BIN LAROX BUILDING MAINTENANCE BUILDING STORAGE SHED TOTAL SHORELINES DEMOLITION ± 8,418 SQ. FT. ± 2,500 SQ. FT." ± 23,000 SO. FT. ± 2,700 SO. FT. ., 41,400 SQ. FT. .Lr.• AREAS GIVEN ARE APPROXIMATE GROUND COVERAGE OF POST - DEMOLITION "FOOTPRINT. * POST DEMOLITION SLAB DRAINAGE FOR INDIVIDUAL STRUCTURES HAVE BEEN REVISED, SEE DETAILED SLAB DRAINAGE PLANS ( A. HITCHING.), P.L.S. NO. 2333 THE ABOVE CERTIFICATE IS BASED IPON °WORK PREPARED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICE. WE MAKE NO OTHER WARRAI`Y-'r'1 EITHER EXPRESSED OR IMPLIED. T .TI{E REPORT REFERENCE: SURVEY THIS WAS CONDUCTED ACCORDING , FURNISHED Y TEWART TI LE COMPANYOF WAS INGTON NCAPORATED, COMMITMENT NO. 13709, DATED FEBRUARY 1, 1991. THE EASEMENTS SHOWN OR NOTED HEREON RELATE TO THIS COMMITMENT. NOTE: EASEMENTS CREATED OR RESCINDED AFTER THIS DATE ARE NOT 'SHOWN OR NOTED HEREON. Figure 2K Contractor Access and Work Areas for Storage Shed RHONE- POULENC INC. EAST MARGINAL WAY SO. PLANT fitCEIVVE:D CITY OF TUKWILA ov 5 1491 PERMIT CENTER w D 1.L.I d a_ w z •:cc: Z Ur lf7 lit z i.AA•. 1.. C N C '•t• S MAJ SAH 1" = 60' - 2-22-91 1111111 r I 1I r I L 1 r r -.,1, r I 1LI I ar L I:C +.. -t 11 1 I 1 IJ 1 l' 1 I No.18 0r'v Hil fAiIifl