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Permit B96-0199 - SHORT STROKES - NEW BUILDING
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. B96 -0199 Short Strokes 12923 East Marginal Way South RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = Brief Explanatory DeSctiptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card Personal Information — numbers, electronic check numbers, credit expiration 9, 14 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. CERTIFICATE OF OCCUPANCY CITY OF TUkWILA 6300 SOUTHCENTER BOULEVARD. SUITE 100 TUKWILA' WASHINGTON 98]38 THIS CERTIFICATE ISSUED-PURSUANT TO THE REQUIREMENTS Of SECTION 109 OF THE UNIFORM BUILDING CODE CERTIFYING THAT AT THE TIME .OF ISSUANCE THIS STRUCTURE WAS IN COMPLIANCE WITH THE VARIOUS ORDINANCES OFTHE.CITY.REGULATING BUILDING CONSTRUCTION OR USE AND ALL APPLICABLE CITY FIRE CODES. FOR THE FOLLOWING: Tenant': SHORT STROKES Permit No: 896-0]99 Building Addr .~ �s '` 12923 EAST MARGINAL WY 'S. Suite No: '' � Parc0 #: '734560-1000- :ne/':°SCHNEE8ELIRO8ERT,E. ` � cuoanuy: DWELLING Occupancy Group: R-3 /dB . ' Occupant Load: '2`1 13 Type of Coost: VN. CONSTRUCT MIXED-USE COMMER[IAL/OESlDENTIAL --L-~--M FICIAL ` -/ 044 DATE THIS CERTIFICATE. MUST BE.CDNSPICUOUSLY POSTED 0N THE PREMISES Building Official 7 MEMORANDUM TO: Laurie Anderson, Finance FROM: Brenda Holt, Permit Center DATE: February 3, 1999 SUBJECT: REFUND BOND DEPOSIT Date' 5 1. /1 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Please release the bond deposit posted on June 18, 1998 by R. Schneebeli in the amount of $2,700.00 for Permit No. B96 -0199. This bond was posted for the remaining landscape installation required for this permit. I have attached a copy of the receipt for your use. Please return the check to the Permit Center and I will forward the check to the applicant. Thanks for your help. 6.300 Southcenter Boulevard, Suite #100. • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431-3665 Project: sNa - flz `�S Type of Inspection: (..4,44. Address: )117,3 e, T tm4sw.l 145 . Date called: 1 I - l3 - 99 Special instructions: Date wanted: I — IS - ° I ° I 10% i P.m. Requester: R.Lhneeba>_i Phone: zo4,- 29 I' 598'1 • INSPECTION NO. INSPECT "N RECORD Retain a c with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 2% —0 199 PERMIT NO. (206)431 -3670 cg Approved per applicable codes. fl Corrections required prior to approval. COMMENTS: �. I p P Lca46 b «L Ae� Inspector: O /) Date: )_15 —mill $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: V..9-7 Q D 1 SE Date: -Is '11 .......:.... :>.3EC77ON - (to lie filled th by dav%per / authartzecf by City staf ) NAME OF DEVELOPMENT: 5iIo,Q7 5 7&'X .c 5 ri4G /L/ Ty DATE: A Z / 9'if DEVELOPMENT ADDRESS: /2q2 3 /NA- eiZI (A)/4 0) '' S , / i- -d/1-A PERMIT NO.: l 3g 6 - v / 99 CASH ASSIGNMENT NAME: /2, J 7 3 c /-/ TEL. NO. SHALL BE LINGTONDED ADDRESS: /2-'72 3 �� H4 ? 4/�Ac. OA-Y 3' / v(..w /c_s( 9 19/6e BY MAILING TO: (please print) CITY/STATE/ZIP / (JKu) /L41 9d /(o P DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE PLAN IOOCUMENTS WHERE ITEMS ARE DESCRIBED): 5�2 A7Y,4G /4e2) As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ 2 Oo ($150% of value to complete work described above) and attach supporting ;100 documentation for value of work. I will have this work carried out and call for a final inspection by this date: ( /O / 3 / / 9S' ), 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 complet listed above prior re esting inspection and release of these funds. !� SIGNED: JJ 42-e-- TITLE: OL1D dj C t_— c nv ( ta • t` SIGNED: a t_,, AMOUNT. 2 0 CASH 0 CITY RECEIPT NO. I 100 18 72 HOUR NOTIFICATION FOR INSPECTION MID RELEASE .Ia,.,Orr DEVELOPER'S REPRESENTATIVE: v >'e�ni CASH EQUIVALENT a' :be: , complet by;dgre. City nj Tukwila DEVELOPER'S R1 OJECT WARRANTY REQUEST FORM S _H CASH EQUIVALENT - Lb I I tR AUTHORIZING RELEASE CASH CITY CHECK NO. Upon completion through Section 2, Finance personnel shall send copies to: — Developer — Finance Department — Permit Coordinator, DCD THIS FUND IS AUTHORIZED TO BE ACCEPTED. DEPARTMENT HEAD: �, /' ' d DEPOSITED THIS D RECEIVED BY: All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash/cash equivalent. DATE: t 4 5 - - I have reviewed the above work and found it acceptable and therefore authorize t release of the above cash assignment. _ 7 AUTHORED BY: ,� �I AMOUNT: RELEASED THIS DATE: RELEASED BY: it a DEPARTMENT: �ON4 ( to ; be ?corrrpleted.?tzyC/ty'stafi — Developer — Finance Department — Permit Coordinator, DCD , FINANCE DEPT. Upon completion of entire form, Finance personnel shall send copies to: Csii113.1.10 rJ, SHORT STROKES FACILITY REMAINING LANDSCAPING TO BE PERFORMED 11Z AREAS TO BE COMPLETED ARE NOTED ON THE ATTACHED LANDSCAPING SKETCH NUMBER PRICE EA TOTAL AREA 1 ADJACENT TO PUTTING GREEN AND HCP PARKING ADD NANDINA HEAVENLY BAMBOO 5 15.00 75.00 ADD ROCK ROSE 5 20.00 100.00 ADD NANDINA HARBOR DWARF 12 12.00 144.00 ADD CREEPING THYME 20 2.00 40.00 AREA 2 NORTHEAST CORNER OF PROPERTY ADD GLOSSY ABELIA 5 20.00 100.00 ADD KINNIKINIK 15 2.50 37.50 AREA 3 BETWEEN BUILDING AND S 130TH ST SIDEWALK ADD NANDINA HEAVENLY BAMBOO 3 15.00 45.00 RELOCATE 3 MUGO PINES FROM SE CORNER N/C 0.00 ADD KINNIKINIK 15 2.00 30.00 AREA 4 PLANTING AREA ON SOUTH AND WEST SIDES OF BUILDING ADD ORNAMENTALS TBD 10 20.00 200.00 ADD GROUND COVER TBD LS LS 75.00 AREA 5 NORTH OF BUILDING AND UPPER PARKING AREA PLANT CEDAR TREE (EXISTING) 1 N/C 0.00 ADD VINE MAPLE 5 30.00 150.00 ADD GROUND COVER TBD 25 2.00 50.00 AREA 6 SOUTHWEST CORNER OF PROPERTY ADD VINE MAPLE 2 30.00 60.00 ADD GLOSSY ABELIA 1 20.00 211.00 ACTUAL PLANTING MAY VARY DUE TO PRICE AND AVAILABILITY COST OF PLANTS 1126.50 IMPORT TOPSOIL 10 14.00 41 0.00 SUBTOTAL 1266.50 SALES TAX 108.92 LABOR (HOURS) 40 10.00 400.00 TOTAL EST COST 1775.42 BOND @ 150% 2663.13 (SAY 2700.00 S. 130TH S T R E E T 1 g-1/4 ISCI9 State of Washington County of King Signature STATE OF WASHINGTON STATUTORY ACKNOWLEDGEMENT On April 28, 1998 before me, Li 0 `e • c K s r - Notary Public, personally appeared Robert E Schneebeli personally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity on behalf of which the person acted,' executed the instrument. WITNESS my hand and official seal4 ��; .� � WOW aIit % - - 6 )( oP A se% ‘6.74‘, „ :„1:!vai :* * * { *:A CITY 0 * *k*A* TRANS Pavm * * * * *A * *A* F TUKWILA. *k * **k * *A MIT Number enw Method Permit No Parcel No Site Address This Payment R9700782 Amount: : CHECK Notation: 896•-0199 Tvoe: B -BUILD 704560 =1000 12923 EAST MARGINAL WY S 2 .700.00 4, *:1•* *:k *•kA**•A*:A * ***:1*• Ash * **• * * * *? ** *:l **k•s•* * *!r:A*A** k WA •(RANSMIT k* * *h ** * ** * * * ** *• ** k * *A *•L*A *A * * *: * ***** *** * **** ** 2.700.00 06/L8/98 12 :06 Init: BLH R. SCHNEEBELI BUILDING PERMIT Total Fees: 4.193.21 Total ALL Pmts: 4.193.21 Balance: .00 **••*:k * *fi ****** *:j :A• ****•A *A ktr* * * * *•A ** k * *•k *:A f :l *•k # * *k **• *:l• **•: *:! ** ** * * ** Account Code Descr•iotion Amount 000/386.908 BON$)S /DEPOSITS 2.700.00 ' WASHINGTON Q 2, / 0 0 doss 0 kids MUTUAL AU THORRED SIC REMITTER SCHNEE3E11 . THE VARIABLE TONE BACKGROUND AREA OF THIS DOCUMENT CHANGES COLOR GRADUALLY AND SMOOTHLY FROM DARKER TONES AT BOTH TOP AND BOTTOM TO THE LIGHTEST T. NE IN THE MIDDLE 12923 E Marginal Way S Tukwila, WA 98168 Phone (206) 241 -5981 fax (206) 241 -6069 6 November 1998 Dear Alexa, Sincerely, R E Schneebeli Alexa Berlaw Department of Community Development City of Tukwila 6200 Southcenter Blvd Tukwila, WA 98188 RE: L97 -0021 - Short Strokes Perofrmance Bond #89700782 Building Permit # B96 -0199 BEC EIV5° N0J 091998 DEVELOPME As discussed, the dry and late summer /fall weather has kept me from completing the landscaping by the end of October as planned and provided in the referenced Bond. It is requested that the period of performance for the referenced Bond be extended to December 31, 1998. I hope this will be acceptable. Thank you for your handling of this matter. Makers of MATCHED PA/R' u Putters & Chippers U.S. & U.K. Patents Pending Made in U.S.A. CITY OF TUKWILA Search Files by a Name Searching By - SHORT STROKES Name - > SHORT STROKES SHORT STROKES SHORT STROKES SHORT STROKES SHORT STROKES SHORT STROKES SHORT STROKES SHORT STROKES GOLF FACILITY SHORT STROKES GOLF FACILITY SHORT STROKES GOLF FACILITY SHORT STROKES GOLF FACILITY SHORT STROKES GOLF FACILITY SHOSTAD JEFFREY A SHOSTAD JEFFREY A SHOSTAD JEFFREY A SHOTWELL D A SHOTWELL D A SHOTWELL DAVID A A TENANT A TENANT A TENANT A TENANT A PROJECT A TENANT Id: MISC200 Keyword: SNAME User: 1673 File(s): Activity Parcel Owner Own /Occ Iti C /A /E /D File File Relationship A TENANT B96 -0199 A TENANT PW96 -0238 A TENANT PW96 -0239 PW96 -0240 PW96 -0241 PW96 -0286 M97 -0014 PRE96 -011 PW96 -0053 10/30/98 B- BUILD' NCOM FINAL PW -CCAS' COM FINAL PW -LA' OTHR FINAL PW -SD' AACC FINAL PW -HAUL' OTHR FINAL PW -SU' COM FINAL B-MECH NRES FINAL PREAPP' RES RECEIVE p PW -HAUL' NRES FINAL A TENANT PW96 -0054 PW -LA ' COM FINAL L96 -0021 P -DR1 L96 -0022 P -BLA 13549 35 AV S Parcel: 886400 - Parcel: 886400 - Parcel: 222304 - Parcel: 222304- 15206 42 AV S A TENANT A TENANT O OWNER /OCC P OWNER P OWNER P OWNER P OWNER O OWNER /OCC Use Arrows, Press SpaceBar to Select, F2 =Next 18, ESC =New Name & Filters 0155 0155 9084 9084 cce-04 ,e81-cA/ . '6 61. I- 2 movi--110 aad ' °mow vrt ■ae, 451/10-m4,:s W-Lu, caNA. YN veltAnnww-61 f 401-t-0, 6, tle,Q, Lttiv,9b;44* . 1 °Ni1C( . RES FINAL APPROVED June 25, 1998 Bob Schneebeli Short Strokes 12923 East Marginal Way Tukwila, Washington 98168 RE: L97-0021 - Short Strokes Performance Bond #R9700782 Dear Mr. Schneebeli: Sincerely, � .. c. Alexa Berlow Associate Planner Encl. ' City of Tukwila Department of Community Development Steve Lancaster, Director Enclosed is your copy of the performance bond for remaining landscaping to be completed at the Short Strokes facility. The city receipt number assigned to the bond is #R9700782. As a reminder, the work included in the bond must be completed and inspected by October 31, 1998. Therefore, you will need to call me to set up an appointment for a final inspection and release of funds at least 72 hours prior to this date. If you have any further questions about the bond process, please do not hesitate to call me at (206) 431 -3673. John W Rants, Mayor 1010, L , i January 21, 1997 Robert E. Schneebeli • 8711 South 114th Street - Apt. #3 Seattle, WA 98178 Dear Mr. Schneebeli: Sincerely, S � [`ncgN\tA J Sylvia McMullen Permit Technician II Enc. a/s C.f. Development File City of Tukwila Department of Public Works Re: Reimbursement for $2,000 Hauling Permit Deposit Short Strokes Golf Facility Permit Number: PW96 -0241 If you have any questions regarding this project, please feel free to call me at (206)433 -0179. John W. Rants, Mayor Ross A. Earnst, P. E., Director Enclosed is a refund check for the $2,000 deposit made in lieu of a bond as part of the Hauling Permit package for the Short Strokes Golf Facility project. The hauling portion of your project was signed off on January 16, 1997 by Utility Inspector, Greg Villanueva. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 U.S. BAN K CITY OF TUKWILA TREASURER'S CHECK 6200 SOUTHCENTER BLVD. PH. 206-433-1800 TUKWILA, WA 98188 TUKWILA•ANOOVER PARK BRANCH 131 ANDOVER PARK E, P.O. BOX 08923 SEATTLE, WASHINGTON 88188.0823 U.S. BANK OF WA INGTON. NATIO AL. ASBOCIATI tulip A CITY OF TUKWILA 19 -10 '' .-5' Cris 1250 J ` a . 1 • 07) :A(7gJ/11', A lu ks - M - 6)A- nr DATE: April 2, 1996 MEMORANDUM TO: Kim Crangi, Finance Department FROM: Mike Villanueva, Public Works SUBJECT: Bob Schneebeli /Short Strokes 12923 East Marginal Way S. PW96 -0053 This letter is in reference to the Hauling Permit (PW96 -0053) issued to Mr. Bob Schneebeli on the 21st of March 1996. I would like to request that a check be made out to Mr. Bob Schneebeli in the amount of Two - Thousand Dollars ($2000). This check is to be in return for the $2000 bond presented to the City of Tukwila by Mr. Schneebeli for his Hauling Permit. A copy of the receipt and permit is attached for your reference. If there are any questions please call me at X1630. • + ++*+A+*++*+++*+*. 1 ***+*++ x +++++*A++�+*+++;*+k*+++++++A++A++4*+ + CITY OF TUKNILA. NA 7RANSMIT +a+k++ + + k+*N^A* 4 A*+A+A*++++++++*+a+i � +*+A++++4^A+l*++++it*+Ik++*** 7RASMIT Number: 96003803 A.cunt: 2,000.00 03/14/96 10:28 Payment Method: [H[CK Notation: R. SCHKEEBELI Init: MEV _______ ___________ ______'_____ ______'____________ Pe,mit No: MIS96-0116 Type: @lSC hISC - COPIES/PUBLIC Total Foes: 2,000.00 This Pa 2,00O.0O Total ALL Pmts: 2,00O.00 Balance: .00 +.t+A.4:++.A*/a^ ++;** �+++ i++t+++':+++++A+++++A+++*+++^*+1i+:s+.k+A* Account Code Description Amount 000/386.908 BONDS/DEPOSITS 2 • . ^ ., � .. . � ` � � • •.. . .� City of Tukwila � Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B96 -0199 Type: B -BUILD Category: NCOM Address: 12923 EAST MARGINAL WY S Location: Parcel *: 734560 -1000 Zoning: Cl Type Const: VN Gas /Elec: Wetlands: Water: 125 Contractor License No.: GREGOEG133DB TENANT SHORT STROKES 12923 EAST MARGINAL WY S, TUKWILA, WA OWNER SCHNEEBELI ROBERT E. 12923 EAST MARGINAL WY S, TUKWILA, WA 98168 CONTACT ROBERT E. SCHNEEBELI Phone: 206 772 -1357 P.O. BOX 1268, RENTON, WA 98057 CONTRACTOR GREGORY E GRIFFIS CONSTRUCTION 2042 9TH ST W, KIRKLAND WA 98033 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCT MIXED -USE COMMERCIAL /RESIDENTIAL BUILDING. SETBACKS Units: 001 Front: .0 Back: .0 Buildings: 001 Left: .0 Right: .0 Fire Protection: UBC Edition: 1994 Valuation: 102,124.48 Total Permit Fee: 1,493.21 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature Date Signature: Print Name: g GL Type of Occupancy: DWELLING Slopes: Y Sewer: VAL VUE (206) 43 -3670 Title: 01/4J►,YejZ Status: ISSUED Issued: 09/17/1996 Expires: 03/16/1997 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this permit. Date: • � � I7 'cuo This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. I•E DATE ` IN 'APPROVED, s ` ' R E QUIREMENTS /. { S t p Plan Review Meeting • -1_ q -Cjo 1 ( b - cap q ii -- W INIT: V-I- P � BUILDING - initial review , , U I / � � ONSULTANT: 1 ( 'o ED � ��� , 1 / "1 Date Sent - Date Approved - FIREPROTECTION: • Sprinklers !; Detectors • N/A 14 FIRE 17 N1 4b P N 4),0 INSPECTOR: s FIRE DEPT. LETTER DATED: 7/� " / / INIT: t^, BY: (init.) 0 PLANNING ���><t� tP /II 9 6 q [ Q ` 0 ZONING: N C.G. �AF�l.ANDUSECONDITIONS? 'W es a No (IEFERENCE FILE NOS.:L .1 J " ` l INIT: AN) b .� MINIMUMSETBACKS: N- Ia S- (p E- ' W- 1sf) PUBLIC WORKS ( A I � ` , .. 1 .1qt- UTILITYPERMITSREQUIRED? OD 0 N !'UBLICWORKSLETTERDATED: $ , 11( ,O INIT: .Y ' Le i f l (41 m t ��� FWD j ( ) a / C((p. 5 A BUILDING - final review JJ PSI I� I�t�, TYPEOFSTRUCTION: '" K! CERT.OFOCCUPANCY? Yes O No UBC EDITION (year): e l 9 9 INIT: L'_ 6' 4 BUILDING OFFICIAL ::.)1 ' 't 1 ?( �j/ (� /9 INIT: 7 OWING: 4 90(p as CONTACTED - 60/3 6C,lK'3 E � 1 ( Esc; �(\ DATE NOTIFIED ? �� q ii -- W BY: (init.) � ",, , /Yt 2nd NOTIFICATION BY: (init) 3RD NOTIFICATION BY: (init.) PLAN CHECK NUMBER (e 7OIgq REVIEW COMPLETED CITY OF TUKWILA Department of Community Development — Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 INSTRUCTIONS TO STAFF DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. Building Permit Application Tracking PROJECT NAME hoft 6 (C)fr '5 SUITE NO. SITE ADDRESS 01a E16i fYlcAr Ro l UJ ? 8 10 S 1130 5 f R e6 l 01 C - P .. • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system 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 ", date and initial. 02/15196 SITE ADDRESS SUITE # lgz3 E ,LfA4 1k UJ4r 5 VALUE OF CONSTRUCTION - $ -7 IC b;) l _,g ASSESSOR ACCOUNT # r0e' - d gt k 73€7 -lo /S -v7 PROJECT NAME/TENANT ,SNos 5 KE5 r" lc. IT y TYPE OF ® New Building U Addition ❑ Tenant Improvement (commercial) U Demolition (building) WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other DESCRIBE WORK TO BE DONE: CDNSrAidr HflOEb- t)SE 04004?-1 2.0-A RE5IDE1Jr /A L- 'Be /LDIi ere_ BUILDING USE (office warehouse, etc.) ��;oAr . I (a? ,4, leES i s EIJCE "Xi\ Vf" nl, b o1 k 111% NATURE OF BUSINESS: /Lf ' a A TV D EL L. LAG LF L"L- di; 5 WILL THERE BE A CHANGE IN USE? ❑ No ❑ Yes If Yes, new building requirements may need to be met. Please explain: etikee ,P rt. r Vo4cAUr LA U b SQUARE FOOTAGE - Building: 2 / Qty Tenant Space: , _—. Area of Construction: 2 /Gjf WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATE51ALS IN THE BUILDING ❑ No X Yes IF YES, EXPLAIN: 5HAcL QvAoT /rr3 DP S oc.vEA) rs (.4.6 Th rr1L. FIRE PROTECTION FEATURES: ❑ S•rinkiers ❑ Automatic Fire Alarm S stem PROPERTY OWNER Ro8E0T E ,5Cf ll�.J� Ei3E[.l PHONE ' _��5 7 ADDRESS pa. eox. /26g z611_'7_€:w' i4)14 ZIPI1D(1 CONTRACTOR -71, PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT arEe SL'NgoEDER- QIQC#I rrEe"rs A/A PHONE Zz 3 _ 0393 ADDRESS /q'n41 _ d er, Avg 50/TE /005 SEA7`1'GE ZIPgg /p/ '66 l B PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 APPLICATION MUST BE FILLED Our COMPLETELY I HEREBY CERTIFY• I HAVE READ AND: EXAMINED THIS :AND KNOW THE SAME'T BE TRUE AND CORRECT 'AND I M AUTHORIZED TO APPLY: FOR THIS PERMIT. :. BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON SIGNATURE ADDRESS Po Bok / Z 6,g 5Afrrs PRINT NAME �C s / DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE OTHER: :TOTAL:- AMOUNT 5`R 1 -ftp I} q - : at RCPT I DATE DATE q ��Lp40 PHONE 77 Z ,. / 36 CITY/ZIP 98e 5 7 PHONE 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 for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. 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 arid 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 Ci 1 r 1 COMMERCIAL NEW.COMMERCIAL BUILDINGS /ADDITIONS El Completed building permit application (one for each structure Assessor Account Number Two sets (2) of the following: n Specifications Structural calculations stamped by a Washington State license engineer n Soils report stamped by a Washington State licensed engineer Topographical survey n Energy calculations stamped by a Washington State licensed engineer or architect Legal description n worRittg:drawing by iitYNashinglin :Stgtelltsarfsed.•+ architect, which include : .. • Site plan • Architectural drawings • Structural drawings • Mechanical drawings • Elevations Civil drawings • Landscape plan rn Cpr utility permit application (one for entire project) • S (6) sets of civil drawings NOTE S pekeliapp i n and checklist 61143 submittal requirements • RACK d'Ib *A¢E Q Corripibt tuilding permit application Assessor Account. Number Two (2) sets of plans which include: Building floor plan showing: •entire 'spaeewhere racks will be located % Exit dpors =•' Dimensions of all aisles n Tenant space floor plan showing rack storage layout, aisles and exits, ::. NOTE: Include dimehrions : of racks (height, width and length), aisles and exit ways on plan Strttbtr54.11 calculations stamped by a Washington State licensees engineer (rack stgtage 8' and over) .• 1 y ; x ., .. . . RESIDENTIAL II Ii n Six (6) sets of site plans showing utilities SUBMITTAL CHECKLIST j1"1.)' u, NEW SINGLE-FAMILY DWELLINGS /ADDITIONS Completed building permit application (one for each structure Legal description Assessor Account Number Two sets (2) of working drawings, which include: • Site plan --► (On plan, show closest hydrant location. • Foundation plan. Include access to building, showing • Floor plan . . width and length o/ access.) • Roof plan • Building elevations (all views) • Building cross- section • Structural framing plans Washington State Energy Code data Completed utility permit application NOTE : Building site plan and utility site plan may be combined. Sue utility permit application and checklist for specific submittal requirements. Additional topographical and soils information may be required if unique site condition& COMM E RCIAL:.TENANT:.IMPROVEM Tenant space plan with ase of each roorg tabeilgd . i4Exk doors, eardss "patterrjie4 • New walls, existing wall, and Walls to be demolished. Construction details • '6ross"sectlbns,showirtg waif construction and tne�fi attactr ent for floor md ceiling. Structural calculations stamped by a Washington State licensed engineer may be required if structural work is to be done (2 sets) • XIOTt= if any utility work!a tog e done submit sbparate utility permit application and n Completed building permit application (one for each structure) n Assessor Account Number ra rrytt 4 describing ex istin(i.rdo( mater being removed, a nd • material being)nstalled. ! , NOTE A certification letter is requiredrrpv to final inspection and sign - off of the permit. ANTENNA/SATELLITE DISHES om ld ld " � R� e � ui oittPtnttt aP,Aucafron ■ • Completed building permit application (one for each etrundu tenant) 'Assei4.it Account. Number: Two (2) ;sets of construction plans, which lnclu Site plan Location of tenant .s • Exi %ling and propoi • Land cdbe!lah, Overall building plan • Te rfdrffpdMi7�h ` ir` i 't '� >: . F yr R.. • Use of adjacent (common.wall) tenant Overall.,diimensi of building or "(Sere footage Floor plan of proposed tenant space • Assessor. Account Nam r` < ' ti Two (2) sets of plans, which include: Site Plan (showing building and location of antenna/satellite dish) Details antenna/satellite dish and method of attachment 0 $fi'uctyu'al c0cu106 stamped by a Washington State licensed r pngineer « matr be required RESIDENTIAL REMODELS Completed building permit application (one for each structure) ri Assessor Account Number n Two (2) sets of working drawings, which include: • Site plan • Foundation plan • plan Roof plan • Building. elevations (all views • Building cross - section • Structural framing plans REROOFS Completed building permit application (one for each structure ✓ Assessor Account Number Narrative describing existing roof, material being removed, and material being Installed. NOTE: A certification letter Is required prior to final inspection and sign - off of the permit. NOTE: If any utility work is to be done provide utility permit application and plans must be submitted. Address: 12923 EAST MARGINAL WY 5 Suite: Tenant: SHORT STROKES Type: B -BUILD Par #: 734560 -1000 .4k* *'k* k *'k k'k'k *k *k'k*k'k** Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off - site or into existing storm drainage facilities. 2. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to th.e Final Inspection. 3. TURNOVER DOCUMENTS FOR PUBLIC INFRASTRUCTURES WILL BE RE- QUIRED PRIOR' TO FINAL SIGN OFF. 4. No changes will be made to the plans unless approved by the Architect or Engineer and the Tukwila Building Division. 5. 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) 6. Electrical permits shall be obtained through hie Washington' State Division of Labor and Industrie'_ and all electrical work will be inspected by that agency (248- 6630/. 7. All 'mechanical work shall be under separate permit issued by the. City of Tukwila. 13. All permits, inspection. records, and approved plans shall be available at the job•site prior to the start of any con - str.uction. These documents are to be maintained and avail-. able until final inspection approval is granted. 9. Any•exposed insulations backing material shall have a Flame Spread Rating of 25 or less and material shall bear identi- fication .showing the fire performance rating thereof. 10. Validity of Permit. The issuance of a permit or approval of plans, 'specifications, and computations shall not 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 building code or of any other ordinance of the jurisdiction. No permit Presuming to give authority to violate or cancel the provisions of this code shall be valid. 11. Notify the City of Tukwila Building 'Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 12. Validity of Permit. The issuance of a.permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 13. There shall be no occupancy of the building(:,) until the final inspection has been completed by the Tukwila Building Inspector. 14. VENTILATION IS REQUIRED FOR ALL NEW ROOMS AND SPACES OF NEW OR EXISTING BUILDINGS IN CONFORMANCE WITH THE UNIFORM BUILDING CODE AND THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51 -13 WAC. *4 CITY OF TUKWILA Permit No: 896 -0199 Status: ISSUED Appl ied: 07/09/1996 Issued: 09/17/1996 4 * 4•k ''k 4 4k *** 4k'k4 * kk'4 k'k;;4'k'k'4'kk•4 4 k 4 k 4 4 4 4.4'.44'4 4'4k k'k.4.4..4 r, ** *** *A4.4** 4 *kk** *J*JJ*JJ ***k*r **** *k* *4 A *4.4*J *J JJJJJ ***4.* ITY OF TUKWILA. WA TRANSMIT Jhk 40c* JJ• k* J* 44j r* JJJJ***J Jr&* lk** 4 JrA• k *A***+Jkk••k*JJr4kAJ * *kA**Jk TRANSMIT Number: 89600489 Amount: 25.00 10/03/96 16:20 Payment Method: CHECK Notation: BOB SCHNEEOELI I•nit: MEV Permit No: PW96 -0286 Type: PW -SIJ STREET USE Parcel No: .734560 -1415 Site Address: 12923 EAST MARGINAL WY S Location: 12923 EAST MARGINAL WY 5 /TRENCH BEHIND EXISTIN Total Fees: 25.00 `This Payment 25.00 Total ALL Pmts: 25.00 Balance: .00 * ****JJ*J***JJr*Jr*4JJ•AJrrl*Jr • AJr •AJJJ** ***3*JJJJA:r* *J•A*** *f A *AJ1.Jf Account Code Description Amount 000/345.830 PLAN CHECK -. UTILITY 10.00 000/342.400 INSP FEE •- UTILITY 15.00 3716 10/04 9617 TOTAL 25.00 A*** Akfr#A*i•AJJJJr*4* *Af•a * **A4r4 AelA•AJJ *•A44•Afr•JA *f AAA*3.l, f.* AAJJA• CITY OF TUKWILA. WA TRANSMIT A• *A* A*Jr J**1%** A•A*Jr * *A JAJ•AJAJ .4*JJ*Jr * *f:A J.JJA Af. JrJ•AA Afrr **J *4 •k*AA JAA J * TRANSMIT Number: 89600492 Amount: 2.000.00 10/09/96 11:21 Payment Method: CHECK Notation: BOB SCHNELBELI In i t: MEV Permit No: PW96- 0241 Tvr,e: PW••HAUL HAULING Parcel No: 734560• -1000 Site Address: 12923 EAST MARGINAL WY S Location: 12923 EAST MARGINAL WY S Total Fees: 2 .025.00 This Payment 2,000.00 Total ALL Pints: 2,025.00 Balance: .00 ** *A**JJJrk4 hh: 4 A* 4A**** **Jt*lc•.t• *:k * *• 4•k.4.4- .tkk:4 Account -Code'. Description Amount 000/386.908 • BONDS /DEPOSITS 2.000.00 3870 10/09 9617 TOTAL 2000.00 Account Code 000/345.830 000/342.400 Account Code 000/322.100 000/386.904 1 J ♦ ' *********J r** h*# kh* h•4.4** *4is4*4 ;}***Jrki,4 *Jr Jrfr*4*fr*4k;4 * 4Jr4*4 CITY OF TUKWILA. WA 131k- (9(01 TRANSMIT ** .1.* *4 ** k* hk: tk• k***•►•*** 4. 4* kk4 4 k* ***k*** *4* *k,i* *444 *** TRANSMIT Number: R9600478 Amount: 25.00 09/17/96 12:25 Payment Method: CHECK Notation: BOB SCHNEEBELI Init: MEV Permit No: PW96•023U Type: PW -CCAS CURB CUT/ACCESS/SIDE Parcel No: 734560-1000 Site Address: 12923 EAST MARGINAL WY S Location: 12923 EAST MARGINAL WY S /SDWK ON S 130 ST Total Fees: 25.00 This Payment 25.00 Total ALL Poets: 25.00 Balance: .00 ***** 4p4** A,►******• k*4* .A *4 * * *+ *AA.Aii *oiA *,4 **kh•A *A A41,+*•k,4•A•kf•kd•k,s** Amount 10.00 15.00 Description PLAN CHECK - UTILITY INSP FEE - UTILITY Description BUILDING •- NONRES STATE BUILDING SURCHARGE 4 k *•4k•*k* **•. 1• k :t* * *.tk1c4 * * * *:1• *k•k *:1 * *:1 *4 I *k *:t**� *4**** t•44444.4 C ITY OF TUKWILA. WA eq6 - (Q(0(q TRANSMIT * *14• hk4r 144* k• k * * ** 4... Jr** 4 44 **** 1 * *h **k.th•k*•4 **444441*4*44**1** **44.44 TRANSMIT Number: R9600478 Amount: 906.75 09/17/96 12:26 Payment Method: CHECK Notation: BOB SCHNEBEELI 'nit: MEV Permit., No: B96.0199 Type: B -BUILD BUILDING PERMIT Parcel No: 734560 -1.000 Site Addres: 12923 EAST MARGINAL WY S Total Fees: 1.493.21 This Payment 906.75 Total BALL Pints: 1.493.21 Balance: .00 * 44: 44*** 44***44 14. 41 4 **** 4 *** 4 44 4** * **h4 ** *4***4**hk44. *4 Amount 902.25 4.50 Q,Q6 of t-j /a: 3aa5 �Ihkib • CITE( OF TUKWILA. WA ' *khk ****A **AA**4 **A 4. *•.1 *•1* *4 . Y6,6)41470 1P.AWSMIT * *A * *k * **4***k*** ** ** Ah kk*** 1• *** ** **Akkh4h*kh•***•k * *A*A•kk 1RAPI•SMIT Number: R9600470 Amount: 25.00 09/17/96 12:24 Payment Method: CHECK Notation: BOB SCHNI SEELI Init: MEV Permit No: PW96--0241 Type: PW-- I.IAUL HAULING Parcel Ho: 734560-1000 Site Address.: 12923 EAST MARGINAL WY S Location: 12923 EAST MARGINAL WY S Total Fees: 25.00 This Payment 25.00 Total ALL Pmts: 25.00 Balance: .000 * **4*** *A******* ** ***4•* **349 *4 * * **A*A* *A A* * *A*•k•A*43*A **A *A**** Account Code Description Amount 000/345.830 PLAN CHECK - UTILITY 10.00 000/342.400 INSP FEE - UTILITY 15.00 ft 3225 09/17 9617 TOTAL 1047.75 k*:k **A** *A**Jr** *AJ*hk•k **4.4x* kk kA *r kA * k*P***k*444* A k* :444 CITY 0 TUKWILA, WA Kes -NM TRANSMIT * k• k*** A* A: t• A* kk* *A*•k•k*P *4 **A **4Akk4k• ***4*kA*4 *4*.k34 TRANSMIT Number: 89600478 Amount: 66.00 09/17/96 12:25 Payment Method: CHECK Notation: BOB SCHNEEBELI Init: ME') Permit No: PW9G• -0239 Type: PW-LA LAND ALTERING PERMIT Parcel No: 734560 -1000 Site Address: 12923 EAST MARGINAL WY S Location: 12923 EAST MARGINAL WY S Total Fees: 66.00 This Payment 66.00 Total ALL Pmts: 66.00 Balance: .00 *44*4** *** *•A#9**4 * * * * ***4* Air #39--43*4* *A*A*A Account Code 000/322.100 000/345.830 Description BUILDING - RES PLAN CHECK •- RES Amount 43.50 22.50 ( glnlaro H-,�jtlt:' fro,?.: o±; w3 `.1 ^iSifiM''e?�•�T.'a�:'[�?�:: }�.er+�•r: < Ah:lAA*4 **•A•:4A* fir** A AhA4A** *• *k +**** * **•A•k *AAk*AAA A *•A•4kk•►04kdeA*+* *A*A • CITY OF TUKWILA, WA ` r f� TRANSMIT 4A *AAAAA*A** *AAhA•ky'r* A :A* k•4. A.4 A *•k* *A•kA**A* ** *A# #•►k4 *A *;1 TRANSMIT Number: 96004423 Amount: 586.46 07/09/96 11 :45 Payment Method: CHECK Notation: ROBERT SCHNEEBEL Snit: SEA rW -- Permit No: B96-0199 Type: I3- BUILD BUILDING PERMIT Parcel. No: 734560 -1000 Site' Address: 12923 EAST MARGINAL WY S Total Fees: 1,493.21 . This Payment 506.46 Total ALL Pm Ls: 586.46 Balance: 906.75 JrA••r ***A4A ****4•*AJrAJA *A* *•k* 5A * *A****AJrAJ*A:4*A * * ** **Jr k* *r* *hk *A** Account Code Description Amount 000/345,83(7 PLAN CHECK •- NOWRES 586.46 I. 1140 07/11 9617 TOTAL 586.46 c •Jr*A *A k khA k** Fr* I ekkAAhkA * * 4*A * *Jr* 44 A * *A *** *A CITY OF 1 UK.WILA, WA PA(0• -01151Q 1 RANSMY1 * A** ***kk*k ** *A•4 *A h *A***k *•k* 4A*A44- kA.4*A k 4 *44 4, k *JArA{r A TRANSMIT Number: R9600478 Amount: 25.00 09/17/96 12 :24 Payment Method: CHECK Notation: BOB SCHNEEBELI Init: MEV Permit No: P096• -0240 Type: PW -SD STORM DRAINAGE Parcel No: 734560 -1000 Site Address: 12923 EAST MARGINAL NY S Location: 12923 EAST MARGINAL WY S Total Fees: 2 5.00 This Payment 25.00 Total ALL Pmts: 2 5.00 • Balance: .00 *A*A* **AA•*•A* *A•J ***A* * *AA*A*A*AA * *AAAA A (A t* Account Code Description Amount 000/345.830 PLAN CHECK - UTILITY . 10.00 412/342.400 INSP FEE - STORM DRAIN 15.00 • Account Code 000/345.830 000/342.400 Permit No: PN96''0053 Type: PN-HAUL HAULING Parcel No: 734560-1015 Site Address: 12933 EAST MARGINAL WY S Location: S. 130TH ST TO EMPIRE WY S. Total Fees: 25.00 This Payment 25.00 Total ALL Pmts: 25.00 Balance: .00 ^a+******A***++****Aa*A***A+****+*********+*+a*«+***a****a**+*** +*+***A********+**w+Afr*+++**+*AAA* CITY OF TVKNILA, WA Reprinted; O3/21/,"G�5:38 TRANSMIT *A+*+++*++4 * ***++**+**+++*+*++***+++a* TRANSMIT NumO$10,: 96003841 Amount: 25.00 03/21/96 15:23 Payment Method: CHECK Notation: R. SCHNEE8EiI Init: MEV +~- Description PLAN CHECK - UTILITY INSP FEE - UTILITY Amount 10.00 15.00 k++*****+*+*+* 3ITY OF TUKNILA, WA TRANSMIT k++*+A+***A TRANSMIT Number: 96003842 Amount: 55.50 03/21/96 15:39 Payment Method: CHECK Notation: 8 SCHNE[BELI Initt MEV Permit No: PN96-0054 Type: PN-LA LAND ALTER IN~0 1123 Parcel No: 734560-1O15 • Site Address: 12923 EAST MARGINAL WY S Location: 12923 EAST MAPGINAL WY S/ Total Fees: 55.50 This Payment ~ 55.50 Total ALL Pmts: 55.50 Balance: .00 +^***A+*****+******+***++++*+***11***^+*A*,%-*4*++*«A*+M**+11**** Account Code D/scriptjun Amount 000/322.100 8UILDING - NONRES 33.00 000/345.030 PLAN CHECK - NONHES ' 22.50 GENERA GENERA GENERA GENERA TOTAL CHECK CHANGE 3938AUO0 33.00 22.50 10.00 15.00 80.50 80.50 0.00 16:08 j 4**A* 4* A* ***•k* *4*A * * * * *4 *4 *•l** *4 *:t (A*.1k * *i *4?r **A * *� ** CITY OF TUKWI.LA. WA :4:1.4•.1 *4 *4?t*hk*:t *k:l*k:l• A*** 4• kA: 4* *4*A *"**•A4•k ** *?.- Afrl*•A:4444 i'RAN5MIT Number: 9GQ03O03 . Amount: 2.000.00 03 /I. Payment Method: CHC.GI; Notation: fl 5f.HNE:i::I.IELI Permit No: MIS9 •-011b Tyne: MISC. MIOC - GOP Tagil f .•ea: This Payment 2,OOO�O0 Total ALL Pmts: Balance: * k** NkA b1* A4 4.** •*•1A *4.* *:t*4*4' **k *k * *4 * * *A? +A*•A•k* * *A *4 Acr:ourit Code Description O0O/386.908 - BONDS/DEPOSITS :t * "A+- 44.l*k - P(10St1IT -b 1/ 23 4/-b 4 Trot: ME►1 IES /PUBLIC 2.000,00 2,000.00' .0O **A•A. *Aria* Amount 2.000.00 N111 ;1�1pA�l�1N!Rf'1{.T�T'R!1!!. GENERA 2000.00 TOTAL 2000.00 CHECK 2000.00 CHANGE 0.00 3677A000 15:05 6 ek (: City of Tirkwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name S\---kmbiA c5Ac(4 Address '7Nn F Suite # Retain current inspection schedule V Needs shift inspection - . ,5z Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Pk,Lc..r C C w-kec" Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Arv Sl 0 Authorized Signature Permit No. ' B c1 C9 o■a%°\ 96e -9(0G Date FINALAPP.FRM T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Are Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 Projec ��� S7 c�,Z�' Type of pe oR:A NN�� Address /Z3 e y1 �L!4L toys Date calla =_ S 2 T =9g Special instructions: *.mow,, 4,2r- r - Date wanted: • 2t - »6 (M. Requester: Phone No.: QQ pp INSPECTION RECORr • Retain a copy with INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 691 - 0 J99 PERMIT NO. (206) 431 -3670 COMME -S: i x OL Inspector: Date: C Corrections required prior to approval. F $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: Short 5-1-roKes Type of inspection: p w Fi ha Address: 121 2..., mQr Date called: 5 ., 2.0 _ p Special instructions: wu S J Date wanted: 5- 2.1_ R p.m. Requester: /� _ _ j &r t l7Y -K1 Phone No.: zo - Sts -- I INSPECTION RECOR1' Retain a copy with per k..' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 X9 6 -0199 PERMIT NO. (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: ( �J Date: A ( /�!� I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: .54eakEts Type of inspection: r LP 4 1: - ,......., I Address: Date called: Date wanted: Cv216-.) 3-... L/ ... .9 13 p. Special instructions: I2143 Requester: G.-1 C. irFts Phone No.: '..c.*4.— 9 ci?- R" 1-5 I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 Approved per applicable codes. Inspector: I Receipt No.: INSPECTION RECORP- Retain a copy with pe& t4ti4 — Mew Date: 6 6- 0/97 Corrections required prior to approval. COMMENTS: 5/q/TY n $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: COM NTS: I . P\. - k (t-Fe • tB ■ , l(.. 19"� - 71(L -I A cc.e"SZ ddr s a �. � i F hill t r C ND G L, vsNG 9, - ,, o, , 3S , t-.► W clL_ (WL ) 31 r, + ►.J9� FAIL_ 8 EL FF it-ism-4-m, (s' (- y Pit,w, °.v- n►,ti4wN.- ' .. 7 Funk_ I,4 Lae,'-61 5 obi.... 0 K\ 9 LA-mo, of, PI r� QL«Ur9j)4.s__C) it 1 ill r ?L -A-►%UK, (` ( x-a.At CM— ((ESrozra 1 tk M""w ►J ig1 i (L Ak- «cc4g'Mc.1. Jy r Q11 1 Thr€ C ' J JS Typ spection: ddr s a �. � i F hill t called Date � a c., 7 G-, Special instructions: L . e u C IAA 1l.1'e_.k e✓. Date want d:1 ^ /57 a:m: Requ er: / l j'l 3 f nevbi Phone 1Qo.: e7 g 0 INSPECTION NO. Approved per applicable codes. INSRRKTION,RE9OR Retain a copy with per CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 IP)c6_o /c,� PERMIT NO. (206) 431 -3670 Corrections required priot to approval. Inspector:) /` Date: 723/7 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: 44 R.1-- s -- N—Ncx- - Type of inspection: Address: I 'Cc? . VA - v.1.1 . Date called: 7 /2- (----- Special instructions: Date wanted: 7 k S )C7 Requester: Phone No.: ,. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100: Tukwila, WA 98188 I I Approved per applicable codes. INSPKTION BEcORIL Retain a coply" with pe I I tqu-o)99 PERMIT NO. (206) 431-3670 Corrections required prier to approval. COMMENTS: Inspector: Date: —, (/ 2-3/c7 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • - Yu, 1 *4.4 Cs...1 MA.i. 'Jr , Project: -- �/ 7 C� / �Q /�C� Type of inspection: . � ffJ i :.� Address: C,: /)/' I . 1V1 , Date called: Special instructions: Date wanted: J / , Pi' a.m. Requester: /t Phone No.: I INSPECTION NO. Approved per applicable codes. INSPECTION RECOF Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: 1 t (206) 431 -3670 PERMIT NO. COMMENTS: Inspector: Corrections required prior to approval. Date: 2 'l f f $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: vb■a:3 .h:t.,,r3t. -r __ an.._ ti..d.._ , mu., rs... ru. .rt3in...un,odK.,rm..5len:wse.E ►. w�.c1G.c,..,x�...w..... Project: ;- .s � r Type of inspection: 7 Date called: r Z Address: 5J ' w1 Special instruction ' `' 6A ct-614�- aw!,� ' u 1.-K. / ' /j' ta.. -4 02" �� hc,c� -, it O,G , Date wanted: / l � 7 , ` C. Arai a m Requester: C7"1- mor Phone No.: c Z7. �/� 0 O INSPECTION NO. [ .Approved per applicable codes. COMMENTS: Inspector: !Receipt No.: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Corrections required prior to approval. Cam= i t— r 1..-6 L elk p/9q Date: //7 PERMIT NO. (206) 431 -3670 Q I $42.00 R'INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Pro i f , Y* 7� c f� y _ 5 Type of ing c ior� ,� (/ , _ u\ y j) /J � � Addr s: ate called: - (.� Special instructions: _,cwl 1 ....A ... v,__'_ \� r I a .:r'vS w..... Date wanted: � 1 , t r . 7 _a: 6A/ Requester: Phone No.: pi 1 S" , CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 CO MENTS: Approved per applicable codes. INSPECTION RECO Retain a copy with permit Corrections required prior to approval. PERMIT NO. (206) 431 -3670 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ?:reran 3 1 0,1rt.Mltratnr : 1.1.tao-. AEA. .�. 3P nra:�. wa...we t .. P<roj t: tb i ShtDkeS o inspection L' G f er�.t1( J�IC�c A" dress: I ti 2 tyre ate called: 1 d� 1 JC,r7 �y�: Special instructions: Y. CcS pQ55 Date wan c � o"� //`7 a. m� P.m. Requ�sto C�Y� 6 YI i_li L Phone No. 7 — S / s / I INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1�9 1, 1 PERMIT NO. (206) 431 -3670 Approved per applicable codes. L Corrections required prior to approval. COMMENTS: 9 c'-' 0 s A (-Jti r4 Inspector: Date: / 2 zici EI SPECTION FEE REQUIRED. Prior to inspection, $42.00 R N p n, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: isifJcv.i.L Project: � S / 6/ Type of inspe : I4 ' c Address: Date called: Special instructions: /� Date wanted:/_ _ /7 9 "1 p.m. r (.� ( Requester: Phone No.: INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 II Approved per applicable codes. Inspector: I Corrections required prior to approval. CO ENTS:- -,�,,� i l Date: ,46,g--6719q PERMIT NO. (206) 431 -3670 /_,/. Las ' $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: }n(""Z ill 4� ee cdj c� t: i ��, T q � oen nspectioh: - � nlu/y COMMENTS/ -^ �( Address: Date calla ')--, 4 o , _ ti ar _ — -. 41i'l) vlr e d 17_ `'_ 1 c Ale-tAA 4-7,' r-4 12e.4_,.-2,,,-- ./.._ 7) 13 ../- -- t.1.34 Gt c. �� ob., 0 11 4() - 11') 5 J--46tAi - . }n(""Z ill 4� ee cdj c� t: i ��, T q � oen nspectioh: - � nlu/y �( Address: Date calla pecial instructions: ie n o ( (t �G . wl co.t( )t-Gl . Date wanted: / p ' Re Qester: ne Yvi u sv i e to - S) 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECOR Retain a copy with permit b:1 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Inspector: Date: 11 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z . .S.... _ .. F. Yj Project /' sk yti L to Type of inspection` I Address: Date called: Special instructions: Date wanted: a.m. p.m. Requester: Phone No.: I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 Approved per applicable codes. 5,11 Corrections required prior to approval. COMMENTS; Inspector: INSPECTION RECORVI Retain a copy with permit Date: f 4...3 ,,e $42.00 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 INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION INSPECTION NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved'per apable codes. w PERMIT NO. (206) 431 -3670 [i.54 Corrections required prior to approval. COMMENTS: Date: $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: _J nd. ..... �p of ins ectiort: / . — c�• e J "Special instructions: .,.. ,k ...h. , -rte ' Date carp. rii, III Date wa e• t . Tel p.m. • n ester. . j t I _ 41 e0 9,1,39 - s Js - l INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION INSPECTION NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved'per apable codes. w PERMIT NO. (206) 431 -3670 [i.54 Corrections required prior to approval. COMMENTS: Date: $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: _J nd. ..... p sfro k. 3 W Date 11, /--i MI5 i vb y io d Special instruct )--Cte- ‘(. . . - '. nOC...)n t ,. f\46 Date want4 : i'/ i e ri4i je 8 , 1 s I INSPECTION RECOFO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION NO. Approved per applicable codes. Correcjions required prior to approval. 'COMMENTS: Inspectok I I I Date:A 1 A r vellkt eh: "UMW • r Z? ' 6 1 4 7 C / PERMIT NO. (206) 431-3670 $42.00 REINSPECT ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project:r0[u+ 'fit zi:),(E._ T g s i s o14) AlAit„), A; gi FA5` E- ` t ' n w y ate called: 10 _ 2_1 Special instructions: t nted: a.m. equester: e h i FPS Phone No.: c3 _ .44'11( INSPECTI• NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I Approved per applicable codes. INSPECTION RECO Retain a copy with permit ti1, - 0 19c PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: Inspector: Date: l Qz. 3n g $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. f Receipt No.: Date: COMMENTS: Type • 4 .ns a 2 P,51 MA�7NUAL wy S D a a called: 10 - Z' q/ 0 r t C 4(7 rt_- WYA- t.-- S id L A 7?-1 ,L, 1 1 `. ( 0 r rJ 6 N-9 P 22-- 5 Di A'4 I L r t .i6 . Phone No.g _ OLi Pr , cc : Type • 4 .ns a 2 P,51 MA�7NUAL wy S D a a called: 10 - Z' q/ 0 r t Special instructions: P 3d m %Sy% equester r e 23 Fa Phone No.g _ OLi C=17.454 INSPECTION RECD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Inspector: Date: fob 3l76, Approved per applicable codes. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. L Pt No.: Corrections required prior to approval. Date: Prof 9 b , } ^ S Type of insptior 'A i re Add � Z 3 E • , , • lJ mate called: 1 ' I 9 J / S ecial instructions: p . } Date wanted: 1017.4 , Requester: r `Ct V Phone No.: 1 INSPECTION RECD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Mcp 01 PERMIT NO. (206) 431 -3670 COMMENTS: P. t i3 Sckt•emulc t Na,0... rA - • Inspector: I I Approved per applicable codes. [,,Corrections requirea require prior to approval. Date: 10/2.3 9Co $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenterlvd., Suite 100. -Call to schedule reinspection. Receipt No.: Date: tr Project:c? /j „ ^ _ 5 i k vol Q. S Type, of insp t i ( . 1 Address: 1 �9 7i3 e• l Y l G� i , l Date�called: r /� q Special instructions: q . Date wanted: ¶iP /u /Z e)(,/ r Requester: V Phone No.: % 7 Li-q- 6 I Wabir INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I INSPECTION RECO Retain a copy with permit (206) 431 -3670 Approved per applicable codes. I Corrections required prior to approval. COMMENTS: SN w 1.16 pop pro. H P 2-2- s'i'xes PS yrw ,ts" n iA t �S $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: S 14(30-1 T pe of i spection: te µ , S um tic. Address: 7 �t`i7 5 E . I/lt3. till . Date called: l Special instructions: wanted: /0if /910 a.m. cp.mDate . Requester: 6 CLEC Phone No.: 2 7—'( ki 1 Approved per applicable codes. INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 CBMMENTS: Inspector: c_1 Date:O I / ((I6 +'...[w+s∎roft mot t..wcrum 1M VY' . 7c1=40P1 27.t , PERMIT (206) 431 -3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ..aE¢t.sovi -d t1. v •FIstaki 9L rte. d : COMMENTS: t Projec.500RT J �—t r 0 OT/f/ /" i i° "") " G Alvp a— 6C - p-t C;qA- Date called: 9 _ 26 -9 _ Special instructions: �ATG. P.M. 'LtAs� �" / D l�bl � 9 , , . t _ _ � - . ; .:.. - 2 Pho ne No.:�y js 2`7 — 01 MD A o L) cn %JAL_ m cv..;z1k P- 0,36. � ` -Li 944-46? .. • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. L 1 Corrections required prior to approval. Inspector: I INSPECTION RECOR Retain a copy with permit v Date: � (206) 431 -3670 9‘ $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: .... .:k.__.e..:.... ...^raa, ANne t�,am Type of inspection6LA Projec.500RT J �—t r m itt EA5 AA, �, wt s Date called: 9 _ 26 -9 _ Special instructions: �ATG. P.M. 'LtAs� �" / D l�bl � 9 , , . t _ _ � - . ; .:.. - Reques er: & - 6E -1 Pho ne No.:�y js 2`7 — 01 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. L 1 Corrections required prior to approval. Inspector: I INSPECTION RECOR Retain a copy with permit v Date: � (206) 431 -3670 9‘ $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: .... .:k.__.e..:.... ...^raa, ANne t�,am COMMENTS: f pf:zr 5-r p le Typepf in W-Amo c d: vd es itiAmiin�1t- was `� Date c all - 2s _ON) C c.\ 0 1t.-A - cia lt._ w► 4-4— A LSd ADD TAI c K" aa4N,4►JCS � S Laub i k-IG S i‘ G4Mti Lc)N -D WA (4— 0 44.4m` ' GtJ e A►JS. , r =ta Projec , f pf:zr 5-r p le Typepf in W-Amo c d: vd es itiAmiin�1t- was `� Date c all - 2s _ON) Special instructions: � j� t •1v`' FCYi !�" a nted G a.m � 1 p.m . Requester: e gai r f � Phone No.:C ?7---1-001 Approved per applicable codes. INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 gW10 —off( PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Inspector: Date: ! / 3d/9, ‘ $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: A... —.A. ...._.i__.1 -dL. .l. •.....tIcAn_...., .h . .br :%. ........_. Projec T }we o f + W h' as . `- a _ r /cP EAST' maltiAL tm Date called: CI _ 25 Special instructions: t� G. I- � NI ° F1 s. A. A .' Nue- Q. . 1..60 . Date wante Q I 210 - p � clp I t p.m. n��, Requester izek k1 FF1 F Phone No.:(Rz-7 — 14q0 1 F + INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECOR Retain a copy with permit Date: (206) 431 -3670 PERMIT NO. COMMENTS: Inspector: Date: Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: _ _ eze..l,.. , Project I 0n ; a -• ? Type of inspectio J & i c J citit, �� avivAL vi Date called: C1 _ 2 Special instructions: ✓ EA so ; 'i ey N0 Fe • I ASP • to ted ! t�a_ a �I ' . ' q6 1O p.m. equester. /�p� � �/ � p l Fri pi . I`C ° n e l (c L) qoq-, rg Approved per applicable codes. I I INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 13110-0i 'I PERMIT NO. $42.00 REINSPECTION FEE REQUIRED. Prior to ins ectio p fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (206) 431 -3670 Corrections required prior to approval. COMMENTS: Inspector: Date: -1 1. � I r Receipt No.: Date: _ .c.f.. .44 1. . 4n ,... %....7vn"�:titasw.3'._.:ac n�:,r.�ri. �..r.._. W... - ..... _ Permit No: PW96 -028 Issued: 10/03/1996 Status: ISSUED Approval Letter: 10/01/ 1996 Project: SHORT 'STROKES Expires: 04/01/1997 S i t e Address: 12923 EAST MARGINAL WY 5 Location: 12923 EAST MARGINAL WY _.'TRENCH BEHIND EXISTING SIDEWALK Parcel #: 734560 -1015 Watercourse: Wetlands: Slope_: Y Sewer: VAL VUE Water: 125 Contractor License No.. GREGOEG133DB TENANT SHORT STROKES Phone: i 206' 772 -1357 12923 EAST MARGINAL WY S. TUKWILA, WA 93163 OWNER SCHNEEBELI ROBERT E Phone: (206)772 -1357 P 0 BOX 1268, RENTON WA 98057 ENGINEER K M MAW ASSOCIATE'S Phone: 206 624 -7146 810 THIRD AVE-L0' r' 1, SEATTLE WA 98104 CONTACT ROBERT SCHNEEBELI Phone: 206 772 -1357 PO BOX 1268, RENTON WA 98057 CONTRACTOR GREGORY E GRIFFIS CONSTRUCTION 2042 9TH ST W. KIRKLAND WA 93033 '4 k '4 'k 'k F 4 •4 4 'k '4 '4 ;4 4 'k 4 'k 'k 4 '4 k 4 'k •k' 4* •4 4 k •.4 * k . 4 4 .4 4 4 4 '4 4 4 4 •4 A 4 :4 •4 k 4 4 k k 4 k •4 k 4 k 4 4 4 4 4 4 :4 4 k k A k A 4 4 '4 4 k '4 4 4 Additional Permit Dec s.r i pt i on : STREET USE PERMIT FOR TRENCHING TO PLACE CONDUIT FOR FUTURE POWER, PHONE & CABLE SERVICE. TRECH WILL START FROM THE EXISTING POWER POLE ON EAST MARGINAL WAY S NORTH OF SHOPT STROKE • PROPER - 1Y Erx :isting Square Feet: Additional Squay Feet: New Square Feet: Issued Bv: Inspection Fee: Plan Check Fee: STREET USE 1 10.00 TOTAL FEES: 25.00 Acct No: 000/342.400 Acct No: 000/345.830 King County Valuation: Value of Construction: .00 * 'k '4 k :+ :k '4 4 4 4 '4 •k 'k * 4 4 4* .4 4 :4 . k '4 * 4 4 4 4 . k 'A k •A 'k - 4 - k 'k .4 4 k k 4 4 .4 •4 k :4 4 4 k 4 A k A 4 A 4 4 4 'k 4 :4 * 4 4 4 4 •4 k - 4 'A 4 4 4 .4 4 '4 4 4 A 4 I hereby accept this permit and agree to abide a 1 1 applicable sections of the Cite of Tukwila Municipal Code. We agree that the City of Tukwila shall he held harmless for all or any claims arising as a result of this project. Permits which have lapsed beyond the expiration date shall require a re- application and re i ss uance of the pei mi t through the C i t y at an additional fee. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND C0MPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. TO SCHEDULE AN INSPECTION TION C LL 433 -0179 _ _ —` r / Date: D -L t1 Signature: �' %G JC -Ln�- � � c . : �t :� L e� k 'k . k 'k k k '4 - k k •4 •4 k 4 '4 4 'k k k 4 •,4 4 4 'k '4 - 4 4 4 - A '4 'k 'k k :4 A - 4 k 4 •4 k '4 k k - k 4 k k 4 4 '4 k .4 k . k 4 '4 '4 4 4 4 'k 4 4 4. 4 4 'k A k k 4 4 - 4 k '4 k '4 4 4 4 APPROVED FOR ISSUANCE BY: Authorized Permit Center Signature k'k'k'k'k'4. A 4'k 4 4 kk k'4A'4 .'4 4'4'k'k'.4•4 kk k'k 44444'444* k'k'k4*:4 k.4'k*'k:4 kA'A k 4'44 4 k k 44'4 k4'4:k k I hereby certify that the permit holder whose name and addr•es.s appears on this record has satisfactorily met the s.tandar - ds and condition_. for the project approved herein. Final Ins.pecction Approved: Date: 690 ; t !r 1cg & Inspector Signature Date Address.: 12923 EAST MARGG'INAL WY S Suite: Tenant: SHORT STROKES Type: PW-SU Parcel #: 734560 -1015 CITY OF TUKWILA Permit No: PW96 -0286 Status: ISSUED Applied: 09130/1996 Issued: 10/03/1996 •k:: 4' k4c*kk'k•k•k4•k'k *'k•k*:4k'k **•44* k 4444.4 k *k4 *,4'kk'44444 k'4 4 4 k*.4. k* k k k* 4k'k 44•k'k'4*'4444:4 #44'4 Permit Conditions.: 1. Temporary erosion control measures shall be implemented as the first order of business. to Prevent. sedimentation off - site or into existing storm Airainage 2. SEPARATE FRANCHISE UTILITY PERMITS REQUIRED FOR ALL UTILI- TIES IN THE TRENCH. • 4 NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: /i OCTOBER 1, 1996 ( City of Tukwila Department of Public Works SUBJECT: SHORT STROKES Street Use Permit 12923 East Marginal Wy. S. Project No.: PRE96 -011 Plan Check No.: B96 -0199 Activity No.: PW96 -0286 Contact Person: Mr. Bob Schneebeli Phone: (206)772 -1357 JJS /mv Attachments a/s C.F.: PW Utilities Inspector (copy of UPA, application and plans) Development File (copy of UPA, application and plans) THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON October 1, 1996: PERMIT FEE PW96 -0286 Street Use 25.00 Total Fees: $25.00 John W. Rants, Mayor Ross A. Earnst, P. E., Director Two copies of the confirmed Utility Permit Application with a set of plans are attached for inclusion in the permit file. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 4313665 RECLVEn • SEP 3 0 1996 TUKWILA PUBLIC WORKS 2.— V' et•ket) 4-0 3 4 12.440 RECEIVL- CITY OF TUKWILA SEP 3 0 1996 . PERMIT' CENTER 5L-7c....-T t • PDT 'To Sc./ALS • -- ek•k0 kiG/0401...‘ .3",?■/ Ic.i4 A-o 2.ILotd &2.M.E • • loc ou , -" .56 - 12-/ P1-40PE dAaLe 5er24tc-E - r Tot,0612- • 2- F'sk, sc IZ Cooe roe ‘1/4.),4t.le- To ft r ki S.3 Gxks ) st4oRx S 3 44At...vPc 0 7. IL, V I J e 3 - 940 .J6/CAvoLe 3 74 C. T to' Mbosle 6RAvel . 0 CO O. z CC Q 0 M CC. Ili c■ CL. PROJECT INFORMATI Property Owner: 56i .r E $ci/NEEi tt- I Street Address: moo. 80X / 2 G r Engineer: it H MAW 44500 /ATES Street Address: 8/0 3 Ave (,050V / Contractor: ?'8b Street Address: King Cty Assessor Acct #:13Lj (nay 1015 Contractor's License #: 4 1o1ot 1 q, yl° <:MONTHLY. SERVICtc;; BILLINGST PERMIT S<!<' < >< ❑ 'REQUEST ...... ...:..::.. <.. P[,o96- 0238 a PW 96 - 0239 Cit Pw96 -• 02.4o Igi 8/131 '6 1 ❑ >;.WATER.`METE • ::DEPOSITi g..... REFUND /BILLIN ❑ Water DESCRIPTION; OF; P : ROJE ❑ Multiple - Family Dwelling No. of Units: R Commercial/Industrial MISGELL INFOR Ai Central Permit System – Engineering Division City of 7....wvila 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Site Address: / 2 Z 3 E / -1Al24 r c&AY 5 To K 4J «A Name of Project: 01.+l0•7' ST1 OKC`S � 4c/ f77 Channelization /Striping /Signing Curb Cut/Access/Sidewalk Fire Loop/Hydr. (main to vault) – No.: _ Sizes: Flood Zone Control Hauling A `� Land Altering �r�' cubic yards Landscape Irrigation Moving an Oversized Load • Est. start/end times: Date: Sanitary Side Sewer – No.: 1)4t,. £Xt E Name: 'Street Address: Name: Street Address: ❑ Sewer ❑ Metro ❑ Standby ❑ Single - Family Residential ❑ Hotel ❑ Duplex ❑ Apartments AgA ❑ Motel ❑ Triplex ❑ Condominiums M Office El Warehouse ❑ Church • Retail Manufacturing ❑ Hospital New Building Square 417 Footage: King County Assessor's valuation of existing structures: l HEREBY CERTIFY THAT I HAVE T Hl Applicant/Author : S cfrw sEL/ 1 . 7 i? `. Print Name: Date: q :rye_ Ices Date Application Accepted: •–) _ _ c atlon A UTILITY PERMIT APPLICATION P����G 02 -00 Phone: '7i2– 13.1 Phone No.: r 772.-/457 City /State/Zip: REAJTaIL CD C Phone No.: 62L7 - 1 yc„ City /State/Zip:56A7P 9 e/OV Phone No.: City /State/Zip: Pk) 96 - o266 PRE I i3ct 6_ otiq Phone: (206) 433 - 0179 Exp. Date: ❑ Sewer Main Extension ❑ Private t% Storm Drainage 'l. Street Use ❑ Water Main Extension ❑Private ❑ Water Meter / Exempt: – No.: — Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent – No • ____ ❑ Water Meter / Temporary: – No.: Estimated quantity: Schedule: ❑ Other: Phone No.: City/State/Zip: Phone No.: City /State /Zip: ❑ Other: ❑ School /College /University IN Other: IPESt verJGE ❑ Remodel/ Square footage of original building space: Addition Square footage of additional building space: $ O. OCATIONAND KN Contact Person print name): Address: Valuation of work to be done: $ /00 V THE' AME T BE TRU E;AND: CORR ECT 540-16 Date Application Expires: Phone: ✓c - n ❑ Public ❑ Public Sizes* Sizes — Sizes 04/22/92 Permit No: PW96-0241 Status: ISSUED Parcel No: 734560-3000 Site Address: 12923 EAST MARGINAL W\ S Location: 12923 EAST MARGINAL WY S Start Time: Bond Number: 2.00O.O0 [HE‘.7K End Time: TENANT SHORT STROKES 12923 EAST MARGINAL WY S. TUKWILA WA 98168 OWNER SCHNEEBELI ROBERT E. 12923 EAST MARGINAL WY S. TUKWJLA, WA 93]63 CONTACT BOB SCHNEEBELl Phone: 206 772-135 PO BOX 1263, PENTON WA 98057 CONTRACTOR GREGORY E GRIFFIS CONSTRUCTION 2042 9TH s7 W. KlRKLAND WA 92033 *4^AA+*^*^A1,^°^*+x^***^**^4^^^+w^^^*+++~^^^^^*++^*+*+^+4+*^^°+^+^^°^^^4~+*4 Plan Check Fee: 30.00 Inspection Fee: 15.00 Other Fee: '00 TOTAL FEES 25.00 *^+*^+A*~^^k*+^x^ ***^* ^^.*++*A»^,*+1 . ^+^*4 - 4 ^ +^^^* kit ^ *• 4 4~4**+4^ 44++ The undersigned hereby applies for permission to pe:'fo^m hauling per attached map in accordance with the following conditions: ]- F}agginB, signing and coning shall be in accoroaoce with MUTCD fo/ trafflc control. 2- Contractor shall provide certified flagmen for traffic control. 3- Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (no flushing allowed). 4- Notify city inspector before 12:00 noon on friday preceding 3nv weekend ' city wnrk. Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.n. onl 6- Clean and remove debris from city catch basins in and around hauling routes. 7 - Provide adequate temporary access as not to interfere with other vroic)e movement o/' cause trucks to travel over curbs. 3- All vehicles must make complete stop prior to entering public ri9hc-of-wa ^ +4*4+4^^^44+^++^*^A^0,4++k^^+^^+.k^4^A,+4+«*^^^^^*4+�^^*4^°^4*4., , ^*°*^4.^4^'*^^ THE APPLICANT MUST NOTIFY THE INSPECTOR OF COMMENCEMENT AND COMPLETION CF WORK AT C°IN ADVANCE. 433-0179 ^,�-// ' = ~^ / f/ Signature: Date: * �*°*+»^^*++^°*°+^m**^**^^,4,°4**^A4w^^**+*^***+++^**x**+^°+A**/4^^*^++^°*^.AA^�+^ APPROVED FOR ISSUANCE BY: JJS Issued By: HAULING Authuri:ed Permit Center Signature Date ^+1,+^*^^«4,^^^+++^^ I hereby certify that the permit holder who name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved By: lnspertnr Signature Date Issue Date: 10/16'':996 Appro Letter: 10/15/1996 E/oi/es� 12.'25'39�6 Address: 12923 EAST MARGINAL WY Suite: Tenant: SHORT STROKES Type: PW -HAUL Parcel #: 734560 -1000 CITY OF TUKWILA Permit No: PW96 -0241 Status: ISSUED Applied: 08/12/1U96 Issued: 10/16/1996 •4 4 * •4 * * •4 '4 k '4 * * •4 k '4 k 4 •k 9 * * 'k •k k • k * * •4 '4 k 4 * k •4 # •k * w 4 4 * •k 'M k k k k 4 4 4 4 4 •4 •4 4 '4 '9 :1r k 9 ,4 4 k 4 * 4 k k •k 4 k •A •w 4 Permit Conditions: 1. Any material spilled onto any street shall he cleaned up immediately. 2. APPROVED HAUL ROUTE IS FROM E MARGINAL WY THEN ONTO S 130 ST. TRUCKS ARE NOT ALLOWED ONTO S 1.30.ST 'SO THE OTHER PROPOSED ROUTE ALONG W MARGINAL PL ( #2 SHOWN IN GREEN ON HAUL ROUTE MAP) IS NOT ALLOWED. City of Tukwila Department of Public Works Ross A. Eamst, P. E., Director NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: OCTOBER 15, 1996 SUBJECT: SHORT STROKES Hauling Permit 12923 East Marginal Wy. S. Project No.: PRE96 -011 Activity Nos.: PW96 -0241 Contact: Mr. Bob Schneebeli Phone: (206) 772 -1357 eqtrom John W. Rants, Mayor THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON OCTOBER 15, 1996: Permit Fee PW96 -0241 Hauling 25.00 Total: $25.00 Two copies of the confirmed Utility Permit Application Form are attached for inclusion in the permit file. Also attached are copies of the Certificate of Insurance and the Haul Route description. JJS /mv Attachments a/s C.F. City Clerk(with copy of UPA, Haul Route, Originals of the Certificate of Insurance and Permit Bond) PW Utilities Inspector (with copy of UPA, Haul Route) Development File(with copy of Application) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 4313665 FOR CONTINUATION OF STREETS SEE MAP OF TACOMA ;,: S 1,.51 • T11:.;cuui n 1 15131 SI - S 15131 +I -•.F. 1.,15 ,, _....-- ------ 17 �._-- -17500 Y TN ST 51 Kubota Garden 100rit -- <I11510! 1 M377 p'o 13500 '� Clalhom" ▪ Foster Municipal Golf 1pb0 5 4444 V BOEING FIf �,C�n Iro1 KING COUNTY, 11 nua d S IIITERNAT1ONAl AIRPORT' • 5 1 0010 3 1 /Imam, Golf and Cl„b Coadl y CI�}I ha., IPrualel < mr: S 1041M SI 70 S 1407 , 3 SEATAC II Sl 5 1.,15 1 1., I.1 31 SI 1 .. ,TILE - TA COMA 1 'ERNA NA L AIRPORT i I ; 1 51375 ' • immnol 7 • Its lacoolo 8 • SI I 9 +n,17500 ..1r •: - 51 1 To Tato u OD ' s` PER P 1 IR n i 'I Mooch Hs. It • W r� . Pt sl 1SIMI1 01ST s ' 0 170I rnrtha7e Id ? n TED �1 r „n ; 156-0) Aflantic City Park Romp OW c-Moir 50510 n. e N loos 1 . �Qlr °0�c' • 1. ;514012.:( - � «t r. t f i u• A 2/ci E � I fr A 4 "o ~LA 10 tok..idy Plod. • , Commuml, 1.015 11 St 51 ..,. or CS0rk. n Josh V Pork K. npe 1. G ry P ol k (FILL) 6 0 0 e u ycl s O • S.oplon. SI , landnp A,.. ^;a1 • 1 1 ' 1 Z A ' Z s " Il;nlor° ;Moo, -1750 SI Vane✓ ,, 44 1 1 , 1/10 41 � '1. norlol 50 Booth Pak • I /0130 117na 31 1 bows? 1100 To Ml. ITJIIIET Magma' Pack and Yakaoa • 12 • • • if 5000 '. •UU El T RENTO \ e M ,1 . Irr., 1 PRODUCER INSURED CO LTR A BELL - ANDERSON AGENCY INC 724 WEST SMITH ST PO BOX 887 KENT GREGORY E GRIFFIS CONSTRUCTION, INC. 2042 9TH ST W KIRKLAND THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE TYPE OF INSURANCE GENERAL UABIUTY X COMMERCIAL GENERAL LIABILITY CLAIMS MADE ill OCCUR OWNER'S & CONTRACTOR'S PROT AUTOMOBILE UABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS GARAGE LIABILITY ANY AUTO EXCESS LIABILITY UMBRELLA FORM OTHER THAN UMBRELLA FORM WORKERS COMPENSATION AND EMPLOYERS' UABIUTY THE PROPRIETOR/ PARTNERS/EXECUTIVE OFFICERS ARE: OTHER LD CE RTIFI CATE;;HO !E~R. ACORD 25 i <(3/93 INCL EXCL POUCY NUMBER RGP15882146 CITY OF TUKILLA PUBLIC WORKS DEPARTMENT 6300 SOUTHCENTER BLVD TUKWILLA WA 98188 WA 98035 -0887 WA 98033 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICES BELOW. COMPANY A COMPANY B COMPANY C COMPANY D POUCY EFFECTIVE DATE (MM/DD/YY) 5/01/96 COMPANIES AFFORDING COVERAGE ASSURANCE COMPANY OF AMERICA UKW BEEN ISSUED TO THE INSURED NAMED ABOVE Fpjlglif(,POM ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH IRIS BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, BEEN REDUCED BY PAID CLAIMS. POLICY EXPIRATION DATE (MM/DD/YY) 5/01/97 AUTHORED REPRESENTATIVE Linda Nelson GENERAL AGGREGATE PRODUCTS • COMP/OP AGG PERSONAL & ADV INJURY EACH OCCURRENCE FIRE DAMAGE (Any one fire) MED EXP (Any one person) COMBINED SINGLE OMIT BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE AUTO ONLY . EA ACCIDENT OTHER THAN AUTO ONLY: EACH ACCIDENT EACH OCCURRENCE AGGREGATE AGGREGATE STATUTORY LIMITS EACH ACCIDENT DISEASE • POLICY LIMIT DISEASE - EACH EMPLOYEE OCT 14 1996 LIMITS $ S S S S S S DESCRIPTION OF OPERATIONS /LOCATIONSNEHICLESISPECIAL ITEMS CERTIFICATE HOLDER IS NAMED AS ADDITIONAL INSURED AS RESPECTS OPERATIONS PERFORMED BY THE NAMED INSURED FOR THE CERTIFICATE HOLDER s2, 000, 000 s2,000,000 s1,000 000 51,000,000 $ 50,000 $ 10,000 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL. IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. IN FORMATI ON: Print Name: Date: q TvC. qc, CA A1EE8EL/ Address: Date Application Expires: Phone: • PW 96 -0z8L. 010 cu. xe PWQ6.0141 to -1s-96 ►TER':. PP.. . ... REFUND /B N. zLiN 3MATIQN< Name of Pro ect: 5kmm2T STi'OKES • ,OG.r E aNEGts &•I- o. Box /24r < M• Ma) Assoc /Alec Property Owner: Street Address: Engineer: Street Address: 8/0 - 3 eb AJC L988Y / Contractor: TO D Street Address: King Cty Assessor Acct #:1?)L15'60- 1 US' Contractors License > PER < it 0 Channelization /Striping /Signing UESTibii »i Curb Cut/Access/Sidewalk ❑ Fire Loop/Hydr. (main to vault) - No.: Sizes_ PW 96 - 0238 ❑ Flood Zone Control PA N6 0 239 tS Hauling /'W 96 - 0 .240 it Land Altering 25 ° cubic yards e /l3) d ❑ Landscape Irrigation ❑ Moving an Oversized Load • Est. start/end times: Date: No. of Units: Name: ❑ Water ❑ Sewer DESCRIPTION OF >PROJ City of Tuicwila Central Permit System- Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Site Address: / Zq a 3 E HAr2a / *JAL. t..)A1 5 • To K tc.A ❑ Sanitary Side Sewer - No.: t1RL Uu E Street Address: Name: Street Address: ❑ Multi•le -Famil Dwellin. ❑ Hotel ❑ Motel t . CommerciaVlndustrial n Office D31, Retail New Building Square 2/9,/ fit ❑ Metro ❑ Standby ❑ Single- Family Residential King County Assessors valuation of existing structures: $ D,• Application # PRE Cf (D - o l 1 gab. Phone: (206) 433 -0179 UTILITY PERMIT APPLICATION PIaRG -02 -0240 ❑ Du ex ❑ A•artments pwq6 Phone No.: 772. --/357 City /State/Zip: )Taly qgD - 1 Phone No.: 6�1m - 1 i 1 ' City /Statealp:5EAME 9t /aV Phone No.: City /State/Zip: #: • Exp. Date: ❑ Sewer Main Extension ❑ Private ❑ Public IX Storm Drainage Street Use ❑ Water Main Extension ❑Private ❑ Public ❑ Water Meter / Exempt: - No.:..._- Sizes* Deduct 0 Water Only ❑ ❑ Water Meter / Permanent - No - — Sizes ❑ Water Meter/ Temporary: - No.: — Sizes Estimated quantity: Schedule: ❑ Other: Phone No.: City /State/Zip: Phone No.: City/State/Zip: ❑ Other: ❑ Triplex ❑ Condominiums ❑ Warehouse ❑ Church ❑ $chooi /College /University IN Manufacturing ❑ Hos•ital Et Other: gE4 -)GE 0 Remodel/ Square footage of original building space: Addition Square footage of additional building space: Valuation of work to be done: $ /00,000. TIFY THAT 1 HAVE READ 'THIS APPLIc'ATION pND KNO >THE SAME TO B TRU fA:ND :CORK Issued By: Permit No: PW96 -0238 Status: ISSUED Project: SHORT 'STROKE'S Site Address: 12923 EAST MARGINAL WY Location: 12tj23 EAST MARGINAL WY SDWK. ON S 130 'ST Parcel #: 734560- 1000 Watercourse: Wetland:: Slope:.: Y Sewer: VAL VUE Water: 125 Contractor License No.: TENANT SHORT STROKES 12923 EAST MARGINAL WY S. TUKWILA WA 981613 OWNER 'SCHNEEBELI ROBERT E. 12923 EAST MARGINAL .WY S, TUKWILA, WA 98168 CONTACT ROBERT SCHNEEBELI Phone: 206 -1357 PO BOX 1268, RENTON WA 98057 ENGINEER t; M MAW CONSULTING ENGINEER Phone: (206)624-7146 810 THIRD AV LOBBY 1, SEATTLE, WAS 98104 k k k •k ** k k 4 •k * - A :4 •k * •k 4 •k k •k A * 4 4 k* :4 4* •k * :4 4 :4 4 4 4 4* :k k* •k '4 4 4 4* k .4 * 'k 4 ** * 4 4 4 '.4 k . .4 k .k 4 4 4 4 4 4 k 4 '4 * 4 4 4 4 4 Additional Permit Description: CURB CUT /ACCE'S'S /SIDEWALK FOR NEW BLDG EXISTING DRIVEWAY ON EAST MARGINAL WY DOES NOT REOUIRE ANY MODIFICATIONS. Existing Square Feet: Additional Square Feet: New Square Feet: Inspection Fee: P l a n Check; Fee: TOTAL FEES: tKing County Valuation: Value of Construction: .00 •k ** •k •4 4 * 4 4 '4 4 'k k •k * 'k •k k 4* •4 4 4 4 . 4 '4 '4 4 k**** 9 4 4 4 - 4 - k - k 4 4 - k •4 4 4 '4 .4 9 4 '4 4 4 .4 k •k 4 '4 4„ 4 4 4 - k :4 k k 'k 4 4 A '4 4 4 4 k 9 k k 4+ I hereby accept this permit and agree to abide all applicable sections of the City of Tukwila Municipal Code. We agree that the City of Tukwila shall be held har•mless for all or any claims arising as a result of this project. Permits which have lapsed beyond the expiration date shall require a re-application and re issuance of the permit through the C i t y at an a d d i t i o n a l fee. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT' AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. TO SCHEDULE AN INSPECTION CALL 433 -0179. f__ r , Signature: Date: 4 - 4 4 4 4 . 4 .4 . 4 4 4 4 4 4 4 4- 4 •4 *** .k * k k k . k 4 . k . 4 . 4 . 4 . k :4 . 4 . 4 .4 •4 . 4 . 4 . 4 4 . 4 . 4 4 4 . 4 . 4 4 . 4 4 4 •4 9 4. 4 4 4 4 4 4 '9 4 k k .k :4. .4 k .4 .4 4 4 4 .4 4 4 4 4 4 APPROVED FOR ISSUANCE BY: JJS CURB CUT;'ACCESS/ IDEWT 15.00 10.00 25.00 Final inspection Approved: _- Issued: 09/17.'1996 Approval Letter: 08/13/1996 Expires: 03/16/1997 Inspector Signature Date Acct No: 000/342.400 Acci: No: 000/345.830 - Authorized Permit Center 'Signature •4 4 k 4 k4 k A 44.4 4 k M•4 4 A k 4 4 k:4 k'4•k 4 k 44 k k 4 * k k 4 A k 4 k A 44 k k A k 4 A k 4 I hereby certify that the permit holder whose name and address appear on this record has satisfactorily met the standards and condition_ for the project approved herein. Date: q 17,06 CITY OF TUKWILA Address: 12923 EAST MARGINAL WY S Permit No: PW96-0238 Suite: Tenant: SHORT STROKES Status: ISSUED Type: PW-CCAS Applied: 08/12/1996 Parcel #: 734560-2O0O Issued: 09/17/1996 +^***^e+a**+4**A Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off- site or into existing storm drainage facilities. �' Driveways shall comply with City commercial standards. Driveway width shall be a 2S^ minimum and 35^ maximum. Slope shall be a maximum of 15%. Turning radii shall he a minimum of l0 3. Sidewalks and curb ramps shall comply with City standards. 4. Work affecting traffic flows shall he closely coordinated with the City Utilities Inspector. Traffic Control Plans shall,.e submitted to the Inspector for prior approval. 5. The new'stdewalk in PUBLIC R.(�'W, shall be turned over to �/ the Cjt:�almng with appropriate documentation to the Final Inspection. Final Inspection Approved By: LAND ALTERING Permit No: PW96 -0239 Issued: 09/17/1996 Status: ISSUED Approval Letter: 08/13/1996 Proiect: SHORT STROKES E 03.161 1997 Address: 12923 EAST MARGINAL WY S Location: 12923 EAST MARGINAL WY S Parcel #: 734560 -1000 Wetlands: Watercourse: Slops: Y Contractor: License No.. TENANT SHORT STROKES 12923 EAST MAARGINAL WY S, TUKWILA WA 93168 OWNER SCHNEEBELI ROBERT E. 12923 EAST MARGINAL WY S, TUK,WILA, WA 93168 CONTACT BOB SCHNEEBELI Phone: 206 772 -1357 PO BOX 1268, RENTON WA 98057 ENGINEER K. M MAW CONSULTING ENGINEER Phone: (206)624 -7146 810 THIRD AV LOBBY 1, SEATTLE, WA 98104 4 4 'k * 4 :A •k '4 'k 4 'A 'k * '.A k '4 k •k 'k A •4 A 'k 4 'k 4 k '4 * :4 A 4 -4 4 4 4 4 4 * '4 k '4 4 -4 * 4 * * .A 4 '4 * k 4 4 'k * * * 4 * *A 4 'k k k '4 * 4 k 4 A A -4 4 4 Additional Description: LAND ALTERING FOR NEW RETAIL /RESIDENTIAL BUILDING APPROX. 250 CU YDS OF FILL - MOST OF WHICH WILL BE TO THE WEST OF THE PROPOSED BUILDING. PORTION OF THE FILLED AREA WILL BE ON THE ADJACENT PROPER- TY @ 3836 S 130 ST WHOSE OWNERS SIGNED AN AGREE- MENT WITH MR. R E SCHNEEBELI. Gradinu/Fill (Yards) -Cut: Fill: Permit Fee: 43.50 Account No: 000/322.100 Plan Check Fee: 22.50 Account No: 000/345.330 Other: Account No: C001386.904 Total Fees: 66.00 Valuation: .00 A' 4 **•4'.4k'4'44'444AA'AAk4•44 449A4' kk' k*' 4k' 4* k' 44 4*'. 4* kk: 4• A' 4* 4*** 4k* 4A 4.4:4'•4•4'4A *4'k'k *'44444'4.4A* I hereby certify that I have read and examined this permit and know the same to be true and correct. A l l provisions of law and ordinances governing t h i s work will be complied with, whether specified herein or not. The granting of t h i s permit does not presume to g i v e 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 Land Altering permit. This permit shall become null and void if the work is not commenced within 180 days from the date of i ssuanc e, or if the work is suspended or abandoned for a period of 180 days from the last inspection. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMENCEMENT AND COMPLETION OF WORT:. AT LEi';'T_2.4 {-4OUR'S IN ADVANCE. FOR AN INSPECTION CALL 433-0179. Signature: L - X ' ` .. - �,�,�.t.._�� -�,' Date e I�1 i l •4 k k* 'k k k k* A k 'k W 'k k* '4 k k* A k* 'k k k . 4 k k k* '4 4 k k* 'k k A A k A k A A 4 Ak ;4 •k 4 '4 'k k k (4 A 'k •k * '4 A '4 4 A 4 A - k A 4 . .4 4 k .4 '4 k* '4 'A APPROVED FOR ISSUANCE: JJS Issued B y : _ _ _ i�%VltiL�iNL� _ Authorized Permit Center Signature 4 •k k A 'k 4 4 'k . 4 . 4 * .4 •4 'k k •k . k k 'k 'k - 4 4 k '4 A A . 4 4 4 A k 'k '4 4 •4 •4 A 4 k k k* k . .4 'k k k •k •k 'k k k '4 4 k '4 k k 4 k '4 k 4 k - 9 :4 '4 A •k 4 k AAA I hereby certify that the permit holder whose name and address appears on t h i s record has satisfactorily met the standards and c o n d i t i o n s for this project approved herein. Date: Dare: 250 T o t a l : .'50 Address: 12923 EAST MARGINAL WY S Suite: Tenant: SHORT STROKES Type: PW -LA Parcel #: 734560 -1000 CITY OF TUKWILA Permit No: PW96 -0239 Status: ISSUED Applied: O8/12/1996 Issued: 09/17/1996 '4'4'k'4'4'4'4'4'4'k 4'4'4 k'4'4'k'4'4 •4'k'k'4 k'4 •4 44 k 4 k 4 k 4 •4 4 4 k k* k 4'4'44 4'4 :4 k'4 •4'4 4 4 4 4 4'4 4'.4'4 4'4 k 4 •k 4 4 44 Permit Conditions: 1. Tem O'rar•v erosion control measures shall be implemented as the f i r s t order of business to prevent sedimentation off- site or into existing.storm drainage facilities. _'. The site shall have 'permanent erosion control measures in place as soon as possible after final grading. has been completed and':priOr to. the, Final inspection. 3. The developer .sha l l . verify. in writing to the City U t i l i t i e s Inspector the material to be placed is suitable for fill material which :allows'the infiltration•of surface . water drainage. .This verification shall be provided prior to any.:1111 placement. 4. APPLICANT SHALL OBTAIN A:SANITARY SEWER PERMIT FROM VALVUE SEWER;.. DISTRICT. 5. APPLICANT SHALL OBTAIN WATER 'METER PERMIT FROM WATER DISTRICT 125. Permit No: PW9G -0240 Issued: 09/17/1996 Status: ISSUED Approval Letter: 08/13/1996 Project: SHORT STROKES E =:pir'es. 03/16/1997 Site Address: 12923 EAST MARGINAL WY S Location: 12923 EAST MARGINAL WY S Parcel #: 734560 -1000 Watercourse: Wetlands: Slopes: Y Sewer: VAL VUE Water: 125 Contractor License No.: TENANT SHORT STROKES 12923 EAST MARGINAL WY S, TUKWILA WA 98168 OWNER SCHNEEBELI ROBERT E. 12923 EAST MARGINAL WY S. TUKWILA, WA 98168 CONTACT BOB SCHNEEBELI • Phone: 206 772-1357 PO BOX 1268, RENTON WA 98057 ENGINEER K M MAW CONSULTING ENGINEER Phone: (206 )624 -7]46 810 THIRD•AV LOBBY 1, SEATTLE, WA 981004 •4**:k'4 **'4'4 **'k* k** *•k * * **'4*** h'4 k *'k'k** k :k'4 4-k k k 4 k k'k 4'k 4 k 4* k k k 4 4 4 k k 4* k 4 4 4.k* k 4 k k Additional Permit Description: STORM DRAINAGE SYSTEM FOR NEW BUILDING Existing Square Feet: Additional Sauare Feet: New Square Feet: Inspection Fee: P l a n Check Fee: TOTAL FEES: 444.1.... u... L.n1.wC...24_144. au..,.u. /tin.. MCA a ._w naea .... ....1 King County Valuation: Value of Construction: .00 4 'k * * 4 9 * * * * 'k * * 'k k '4 h .4 * :4 'k '4 h - k k k * 'k '.4 * 4 k - 4 * . k - k 'k k 4 k :k * k 4 4 -4 k '4 :4 4 •k 'k * k * * k k k 4 -k * 'k '4 'k k 'k k k 4 - k k k k 4 4 k 4 'k 4 k I hereby accept this permit and agree to abide all applicable sections of the City of Tukwila Municipal Code. We agree that the City of Tukwila :hall be held harmless for all or any claims arising. as a result of this project. Permits which have lapsed beyond the expiration date shall require a re- application and reissuance of the permit through the City at an additional fee. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK:: AT LEAST 24 HOURS IN ADVANCE. TO SCHEDULE AN INSPECTION CALL 433-0179. ._7. . cm : 1l7r'at!Jr Date: 11 CA k.o * k * k w k 4 4 * 'k k k * k '4 * * 'k * * * * 'k * * * 'k 4 4 * k * * k * 'k 'k k 'k k * * 'k 'k k * 4 * k - k - k k k k k '.k .4 k k -* * k k •k 4 4 'k * k k k k k 4 'k 4 4 4 4 4 APPROVED FOR ISSUANCE BY: JJS Issued By: Authorized PermYt Center Signature k4** 4k4kkk* k- k: k**' k*** k' k***; 4**' kk* k4* 4' k' kk***' k' k; 4* k4*. k*' kk' kk' 4'kw'k *'4k * *k'44k:4k*k I hereby certify that the permit holder whose name and addre.s.s appears on this record has satisfactorily met the standards and condition:: for the project approved herein. Final Inspection Approved: STORM DRAINAGE 15.00 10.00 25.00 Inspector Signature Date Acct No: 412/342.400 Acct No: 000/345.830 Date: 1 l r 1"7,30 Address: 12923 EAST MARGINAL WY S Suite: Tenant: SHORT STROKES . Type: PW -SD Parcel #: 734560 -1000 CITY OF TUKWILA Permit No: PW96-0240 Status: ISSUED Applied: 08/12/1996 Issued: 09/17/1996 4 4 4* 4 4 4 '4 k* h 4* '4 'k •k 4 'k •k 'k '4 'k 'k •k 4 -4 •4 4 4 4 •k 4 4 •4 k •4 •4 4* 4* 4 k •k 'k 4 4 4 4 :4 '4 4 4 -4 4 -4 4 4 'k 'k 4 4 4 4 4 4 4* - k - k * -4 4 4 4 Permit Conditions: 1. Temporary erosion control measures :hall be implemented as the first order of business to prevent sedimentation off- site or into existing storm drainage faci l i ties. 2. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off - site or into.•er.isting storm drainage facilities. 3. All private pipe shall be either concrete or reinforced-ADS pipe. Treated corrugated metal pipe.may be used for detention facilities. TO: FROM: DATE: (.. City of Tukwila Department of Public Works NOTIFICATION OF UTILITY PERMIT ACTION PERMIT CENTER PUBLIC WORKS ENGINEERING August 13, 1996 SUBJECT: SHORT STROKES 12923 East Marginal Way S Project No. PRE96 -011 Plan Check No. B96 -0199 Activity Nos. PW96- 0238,0239,0240 and 0241. Contact Person: Robert E Schneebeli Phone No. (206)772 -1357 Two copies of the confirmed Utility Permit Application Form and approved plan are included in the building permit file. If any questions, please advise. JS /jjs Attachments a/s cf: PW Utilities Inspector (w /copy of application /plan) Development File (w /copy of application /plan) John W. Rants, Mayor Ross A. Eamst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON August /3, 1996: Permit Fee PW96 -0238 Curb Cut /Access /Sidewalk $ 25.00 PW96 -0239 Land Altering 66.00 PW96 -0240 Storm Drainage 25.00 Total: 116.00 \ THE FOLLOWING PUBLIC WORKS PERMIT CANNOT BE APPROVED UNTIL \\ ADDITIONAL INFORMATION HAS BEEN RECEIVED FROM THE APPLICANT AND REVIEWED. (This information consists of a copy of Certificate of Insurance coverage (min. $1,000,000) naming the City of Tukwila as insured, a $2,000 bond and 5 copies of the haul route map). PW96 -0241 Hauling $25.00 ) d---\ 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax (206) 431-3665 PROJECT >' < '< Site Address: f 242 3 C HA r24 rit.i4t- &Ai 5 To K tJd't -A INFORMATION Name of Project: J `/-/gW.T $1? D c'S *c/[./TY .. ................:... . Property Owner: 4 *r E 5 dp& 3 tL-1 Phone No.: 7 " /457 Street Address: /7 o. SOX /Z A r City / State/Zip: r .TDB geol Engineer: I` H HA i4) A450C /Are$ Phone No.: 6 2 - 11 1 14 Street Address: 8/0 - 3 4? Attie LOBBY / Cit /StY ate2ip:5eArrGE VA, .,____ Contractor: 7'8 b Phone No.: • Street Address: King Cty Assessor Acct #:1 ?L1F I OL'5 Contractor's License #: Exp. Date: >PERMI,TS >< > ❑ REQ P1,w 96 - o238 o PW 96 - 0239 lS Pwg6 o 2.4o ' 8/13) . ❑ „.WATER';METE DEPOSIT/:: < REFUND/BILLI MONTH,4Y; ;::SERVICE BILLINGS:'( Print Name: ❑ Water Central Permit System - Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 0 Name: DESCRIPTIONOFPROJE 9 ' Of 71..•.Wila r I Channelization /Striping /Signing Curb Cut/Access /Sidewalk Fire Loop /Hydr. (main to vault) - No.: _ Sizes: Flood Zone Control Hauling AA t` Land Altering 2567 cubic yards Landscape irrigation Moving an Oversized Load • Est. start/end times: Date: Sanitary Side Sewer - No.: Vim- Uu E <' Street Address: Name: Street Address: UTILITY PERMIT APPLICATION Fja -02 -02440 ❑ Sewer ❑ Metro ❑ Standby ❑ Multiple - Family Dwelling ❑ Hotel No. of Units: ❑ Motel (F. Commercial/industrial Date: 9 Tvt. q(.0 Office NkRetaii Pbt MISCELLANEO New B INFORMATI US:''; New Building ON Footage: 2 �� / King County Assessor's valuation of existing structures: $ . I HEREBY CERTIFY THAT.I H Applicant /Autho DTHI C44/46 EBEL/ VE:R Phone: -717-13.1 Date Application Accepted: _ _ ❑ Sin • le- Family Residential ❑ Duplex ❑ Tri • lex ❑ Warehouse Manufacturing ❑ Remodel/ Addition C/CATl ❑ Apartments ❑ Condominiums O. Address: ❑ Church ❑ Hos ital Date Application Expires: City /State /Zip: City /State/Zip: Phone No.: City / State/Zip: Phone No.: PRE I Contact Person 5110KE $A 6 Phone: (206) 4310179 ❑ Sewer Main Extension ❑ Private ❑ Public tg Storm Drainage ❑ Street Use ❑ Water Main Extension El Private ❑ Public ❑ Water Meter / Exempt: - No.: — Sizes' Deduct ❑ Water Only ❑ ❑ Water Meter/ Permanent - No.: — Sizes ❑ Water Meter / Temporary: - No.: — Sizes' Estimated quantity: Schedule: ❑ Other: ❑ Other: ❑ School/College/University Other: IQESive E Square footage of original building space: Square footage of additional building space: Valuation of work to be done: $ /C too. - KNOW THE SAME TO BE TRUE A ND ORR Phone: I - --1- Irl 04/22/92 Permit No: Status: Project: Address: Location: Parcel #: Wetlands: Contractor: TENANT OWNER CONTRACTOR CONTACT PW9G -0054 ISSUED SHORT STROKES 12923 EAST MARGINAL W,' 12923 EAST MARGINAL WY 734 560 -1 01 5 LAND ALTERING Watercourse: se: BUILDING BUSTERS SHORT 'STROKE'S 12923 EAST MARGINAL .WY. ,, : - -TUKWILA WA 98163 ROBERT E SCHNEEBELI;:.'. PO BOX 1433;, AEI4Ti)N WA 93057 BUILDING-`BUSTERS, 13001,,/EMR4RE ,.WAY SEATTLE .VA 9817 R+.iBERT :a CHNEEBELI - Phone: 206 772-3288 37:4, 114TH• APT 3, SEATTLE W "' 9 8173 ' 4 4 k ' 4 `4 4 4 k ' 4 •k k •k •k ' k:' r 4 4 .k .k '. '4 4 'k •k ' 4 4 4 ' 4 4 ` 4'4 ' 4 ' k 4 : 4 4• k A 'k k 4 ' k •k 4 •k :+4 •k •k ' 4 •k, 4 4 ' 4 ; 4 4:4•; 4 4 ' 4 4 ' 4 •k 4 ' k 4 4 k k 'k 4 •k ' 4 P'lditional rDelcr:i. t CLEAR:' LAND' FI:rR, PREL`IMINAP'i SURVEYING BY REMOVING BLACk- :BERRY BUSHES TO 'GRADE AND REMOVAL OF BROKEN C0l'4"RE1'Ci' r0LINDATION,,,T('',THEN BE REPLACED WITH CRPSHED T thNCRETE OR-E+UIVALCN[ APPLICANT I'S TO NO,T;;T+7UCH',;THE WE':. TEPIN. :SLOP{: '•'OF THE PROPERTY WHICH I r,t { {`ADJACEUT TO HIS NEIGHBORS DRIVEWAY. I;:_.ue:i: 03/21!1996 Approval Letter':, 00/00/0000 Expires: 09/17/1996 Slopes: Y License No.. Ph one: 206 772 -1357 Grading/1:11 (YardS)-Out-: 206 7 72 -6556 60 1 'r130 Hn ni1 Fee,:, `. 3 00 Acct uric No: 0001,32 Plan + =h ct Fee= `:,- r`1; Account No: '000.f'.45. ; 0 A� cnunt No. 000/336.904 Tcrc. t=ee_ . °55 -..;50 , ul• 0 ,�L, i v 4.4. 444• k4 4k' k• k*,*: 4. k• k: k• k: kk:. 4_• k• 4 kk' 4 k' 4kk• k• k: 4: 4• k'. 44'. k •.44';k4'`k4'k',k'4.4k:4- k4'4 44kk' 444.4.4 k k:4' 4 '.44 . 4k:4k:4•4 I i Issued By : I hereby cet if.v that I have read a' d 'e':ia't n -d t t is permit and I. w the same to be tr'ue,' acid ' +ii'r"r'ec All p rov i _ i t1ti: :of .''law ndi oi'd i ri�.ri��•': goV',�r'ri i iig this work will be ;complir'.d with, whether specitied he'eiri'':rr nor. The`'granting of this permit do t'. . not,.oar'e ume to give '.authe :r . to Vic:latr'. ' :Cancel the provisions of,' -ar'+y other _•hate or local laws r'ey!rlat in +g c on tr'UCt iCrl or the performance cif: "wor'k. I am author;: e. i :d t.c: _,.ign•�tu:' at ici Oi :ta in 'this Land Altering per'mit`':.'Thi: permit _.hall become null and void if ; the work is not commenced withinays from aband thdate' cif `ri_•suance,or' if :the work is suspended or ol e'.d`'t lr' a p ; - inspection. 3 � c e•r'i'c'ci•:oi' 1`tll dau= frc:+ir.- -iii'e `la:.t THE APPLICANT MUST NOTIF T •i "'k 1'HE: :CI INSPECTOR „ •OF : COMENCEMENT AND COMPLETION OF W.ORI':. AT ,t "T '4 IC/UPS ” +_+ PN fF I N r. . + C , I'P! ;Ut;.�!�!'� F.7F`�.r.. -3 EC ?' O CALL 4 -01 7u Signature:_ -4 •k 4 4 • ... •9 '4 •4 .4 '4 .4 .4 :4 .4 4 k •k .k 4 •4 :k .4 :k •k •k 4 .4 .9 -4 4 4 .4 .4 '4 '4 .4 k k •4 A * 'k •k k 4 -4 -4 '4 ..4 k 'k •4 k •4 •4 •k :k •4 :4 .4 • -9 '4 'k •k :k k 4 .4 '4 '4 APPROVED FOR ISSUANCE: F i n a l Inspection Approved By: Date: Date: 94) 1 0 6 9(/ Authorized `Perniit Center Signature .• 4. 4. 4 •.444 . 4.4 . 4.4 444 444 44.: 444 •k•k'.k•k4•.4:4kkk•4 -'9 :k :4 •k :4:4 I hereby certify that the permit holder whose name an:i addr'e_,_, appear_ on this record has satisfactorily met the _tanda'd:, and condition: for this project approved herein. .. • Permit No: Status: Parcel No: Site Address: Location: Start Time: End Time: APPROVED FOR ISSUANCE Issded By: Inspector Signature PW96-0053 ISSUED 734560-1015 12923 'EAST MARGINAL WY S S. 130TH ST TO EMPIRE WY S. HAULING Date Issue Date: 03/21/1996 Approval Letter: 00/00/0000 E: 05/20/1996 • Bond Number: PERSONAL CHECK TENANT SHORT STROKES - Phone: 206 772-1357 12923 EAST .MARGINAL WY S , TUKWILA WA 98168 OWNER ROBERT E SCHNEEBEL I • ----:;; R0 BOX 1433, RENTC A71,0 1 , , ... , . CONTRACTOR BUILDING BLISTE.Ra;, : h uts LI 206 772-6556 13 001 EMP IP E4t4 SEATTLE NA 9,8 78 ' t CONTACT . ROBERT E 1 ;:c.CHNEEB E:L.,d;‘.. f ‘ .1;i;':, . .., ., I. .1:7 , , r .."'. 14 Rripne : 206 72-J233 8711 S 1 . . ...Jr, •.4.. , , o.:., - ,. - • . A7.,' - . ' LI iii,LI 1 4. ,Sji N 4114 ' AP f'' 4 ''' ''171..g 'W'' ''1 ('''' \ < 4 ) . *A***********.q0k*Ai* 'k A - A4 * 1: 4 A A A A * A . .4 * ..1:'* It * .44 *!:415k *15:0A A AVA ;10 * ..4 * A * * q. * A A * k * 4 A A * • ; ' 'Vs, .%— .., it * 0 4 la ■ ,.) rtr ,.0 .e '.3,p,e,c. t.;0 Re. e : _ r.) '‘'' I1 c; 0 0 10.00 • ,,,, ii. . 0 j-. ) 1 1 \ / i; ,../ . 0 it 0 ,y ..; t h e ri‘kF e e :''' • , \''. ; V f/4-11.0 k ., ri:..4 ■>- TOTAL FEE'.; : . .1 il it i • lc30 f*A .,,, • N \ \ \I , 1 • . ` - :-• • • Y0..40 vg * * * * * * A A A A Kle * 19k KA: * A * A % A * k k k * k * .. 4 4 ..k yk 1.: * A . . k * A * A 4. A * .kf,* 4 A * * ..4,* 14* .1, .k 14 . k * * * * A A k 4 . 4 4 4 !"1,ff c.- V, ,,,.■ . . . The under,s i lieretry appAti!es f oil-peA i on to perl orm h•auljn!P)er attached v. - , nce W ., .r.- .,......- ,. ,:•) „... \ 1 ,44N map in a .. diD naa.1.1 th thr.:-.-4 a 1.1 owo'nq cc.rai i t i ons: • , il .4 I . . • l'i. 0, 47-...- .," - 0 " ••• j' _ • 1 - F 1 .- .: vg , • s.,1 q mg and con isitg.-s.hi 0 11 t r e . ; 1 n a' co r d a n ce With 4'MLITCD 11 t . r a f 1 c c _ j con t V t t 1 . 0 r s '• , T•-. i( •••••,,CV :--- •• .....,... • fl C.,-. A . - COn trk tor : h a l l ' p_v ec e i i', i eitk;s11,1•; g me n." traf I lc: ckin;:c, 1 .tli . - Swee Plit~ .0.t.1 wat.----ol-e.gi ..s\trp\t..z.ki i ( X , a ti ..g a c t. i on o Li.bicii c each . . n i igh Aro un d,:,.. h Is 1 iyig,,,t us.hi r ) . r Ai. * , ..r.-....,..tiv,.. '.: / , 4 - Not ity4 ci,tAlkinz..L.ei..*.,1. „be/ / " \- tor e )....,.., .‘,0 0 .n a on on , 4 'id W 0 nq ":a n y e 1: e . 4 .. / ...,..-4., , „., r Ir: .\ ' ti ''■ • ' s • '..- ; -,A / ,,--- ‘ di • '-a 4-t•-•,- /7 ^1- fl 1 . t ' . L. e twe &rot h,e''' we e 1 a zem4/11 0 q -r.: t . i si/.; 00. a . nit: ii .1" : 3d - r . m . on I y 6- Cleanqrd. eo de b r i ts. fr urn c i t y ' i4 c b. ;F:1 ii:.:,..-'9,n a n e . at -731.)fit -11WO i n g rOULefi 4 ., i e — , • r . . , . , \ 74.---- .0 —AI, 47 1 ,' i ••• `••• .N.,.....''A ,•. . • .,......,:si i t • - ........—t .; ,•> t' 7- P r•ov i.d e,,.. ,4L eq Lai t:e eempor a r•y a ccess • i'ds . .ty" ,; .:: t t.i.i/s,i n't efi e Vill";t1 other 1 vehicle II ma v e M e a :i'or lnus e s i ) :1 - u c 1:: s to t r a v e 1 z o ve. r ,,.;'-- u rt)..` \.) 7 , 4 , - • t -• ***\,• 'f•''' t make comp 1 te stop pi: jot\ t (.-• . cleit'i.r" 11.117 pub Vise; r• i gh t -of -way . V":1/4,- \.,. • t:: / e ....i„ L , '4.4 .....2.1. tr., 4,r k. , ,,, • •o, .,,c 4 ',.. ,,,./.?,....,,,,,,, ,**.n%k*A-k**.i:k**A4,1,/,*.k1,4,4,..4***wkAA.A.****f:4,*w.kAl.k.klock.k*A**A.k.kle* THE APPLICANT MUG . ‘ , 14 THE INSPECT'00 bfCOMMENCEHENTAN*COMPLETION OF WORK AT LEA \\ bR$ IN ADV • .• • 4.- • Signa Li re: ****0A44106i*PAA 15ek***A********Ak************* B : Wa-v vmc, Author ized Perni Center Signature Date k.k0.**.44k1 I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met' the standards and conditions for the project approved herein. Final Inspection Approved By: NC City of Tukwila Department of Public Works PW96 -0053 Hauling PW96 -0054 Land Altering NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: March 18, 1996 SUBJECT: Short Strokes Land Altering and Hauling 12923 East Marginal Way S. Project No.: PRE96 -011 Activity Nos.: PW96 -0053, 0054 Contact Person: Mr. Robert Schneebeli Phone No.: (206)772 -1357 ''w"34t"dS4Fi HbE°S.. " r r TIVEIS IRMriS!rt THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON March 18, 1996: PERMIT FEE $25.00 $55.50 Total: $80.50 MI6 - arrQ John W. Rants, Mayor Ross A. Earnst, P. E., Director Two copies of the confirmed Utility Permit Application Form are attached for inclusion in the permit file. Also attached are copies of the Certificate of Insurance, Hauling Bond and the haul route map JJS /mv Attachments a/s cf: City Clerk (w /copy of UPA, haul route map & originals of the Certificate of Insurance and Permit Bond) PW Utilities Inspector (w /copy of application/haul route map) Development File(w /copy of application/haul permit conditions) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431 ' h! NQ�( ci". $.8.%��h:in� »: °.:6iCS: .�I Ythu.Y4eN'SY. ‘22 ± 1 N Tic: o� St_c3P(z ADS a op. EX.∎sT SI b u)a.L..l� Lk»I't Soon-4 _ I ;�E�EIU MAR 141996 TUKWILA PUBLIC WORKS ,I 0 vu”sle.wn■••■.4Wiln, •••■■ s v 12) I HEREBY CERTIFY THAT :I HAVE READ THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. Applicant /Authorized Agent Signature: ,Contact Person \(print name): Print Name: 2 . l_ . SC t - k QEC-- c L I Address: Date: 1 j – – ' t ( o Phone: `117.– 1361 Phone: Date Application Accepted: MAR 1 , iggb Date Application Expires: SFPT 1 ) ISSW PROJECT .> <:� Site Address: INFORMATION; Name of Project: City of Tuk., ila Appllc . # Pfd 96-011 Central Permit System — Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Phone: (206) 433-0179 % Property Owner: loo P ER-T E SC!-! r.]E E (3E1- I 1 Street Address: 8 1 t 1 So 11L4-TD:‘ 13 Engineer: Street Address: UTILITY PERMIT APPLICATION 12a 13 EAST MA,2400AL. wA� SoO rt4 54-4o2"C ST(zo tctS - rActLt Phone No.: - 71 `Z — t 3 51 City /State/Zip: S (E TT L I R 311 g Phone No.: City /State/Zip: Contractor: OG, ?US - CE - 2. 11.)c_ Phone No.: –1 1 Z – (oG 6'6 Street Address: \ I T -1 ? tQE u1/43/ -( (MPti2Ti.3 LJrt-4 . 0 4t;)State/Zip: St tTLL 98 1"f g King Cty Assessor Acct #: Contractor's License #`: ' ( 130 ( LDB 1 0 L (8 CExp. Date: PERMITS ❑ REQUESTED ❑ 0 pi/4(J -- 6 0093 ❑ PNO (0 oot t' o WATER METER DEPOSIT / ''; REFUND /BILLING MONTHLY SERVICE BILLINGS TO: ` > ❑ Water 0 DESCRIPTION OF PROJECT. ❑ Multiple - Family Dwelling No. of Units: ,Commercia1/lndustrial Channelization /Striping /Signing Curb Cut/Access /Sidewalk Fire Loop /Hydr. (main to vault) – No.: — Sizes: Flood Zone Control Hauling .$25, - Land Altering cubic yards :f) so Landscape Irrigation Moving an Oversized Load Est. start/end times: Date: Sanitary Side Sewer – No.: Name: Street Address: Name: Street Address: ❑ Sewer ❑ Metro ❑ Standby ❑ Hotel ❑ Motel ❑ Office ❑ Retail MISCELLANEOUS.: ❑ New Building INFORMATION Square Footage: King County Assessor's valuation of existing ❑ Single - Family Residential ❑ Duplex ❑ Triplex ❑ Warehouse ❑ Manufacturing ❑ Sewer Main Extension ❑ Private ❑ Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension OPrivate ❑ Public ❑ Water Meter / Exempt: – No.: — Sizes* Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent – No • — Sizes• ❑ Water Meter/ Temporary: – No.: — Sizes' Estimated quantity: Schedule: ❑ Other: Phone No.: City / State/Zip: Phone No.: City/State/Zip: ❑ Apartments Other: ❑ Condominiums ❑ Church ❑ Hospital ❑ Remodel/ Square footage of original building space: Addition Square footage of additional building space: structures: $ Valuation of work to be done: $ RECEIVED MAR 14 1996 TUKWILA PUBLIC WOKS ❑ School /College /University ❑ Other: 04/22/92 sl :11171 DISTRICT Il 'CERTIFICATE OF SEWER AVAILABILITY ❑ CERTIFICATE OF SEWER NON- AVAILABILITY Ix Building Permit ❑ Preliminary Plat or PUD ❑ Short Subdivision ❑ Rezone or Other p 06 Proposed Use: 7.65vbeurm_ . , ps7,ao,, ❑ Residential S.F. ❑ MulitFamily X Commercial ❑ 0t APPLICANTS NAME " - R01364.1 E SC.N+JEl 1'17.--‘ PROPERTY ADDRESS OR 1 , L , " t t1r��INAL. v010.( S APPROXIMATE LOCATION LEGAL DESCRIPTION ArrrAct-AM5 (Attach map & legal description if necessary) ++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ SEWER AGE Y INFORMATION 1. aJ Sewer service, be provided by side sewer connection only to an existing /5 size sewer 12' feet from the site and the sewer system has the capacity to serve the proposed use. OR — b.�_ Skewer service will require an improvement to the sewer system of: 0 (1) feet of sewer trunk or lateral to reach the site; and /or L] (2) the construction of a collection system on the site; and /or II (3) other (describe) 2. (Must be completed if 1.b above is checked) a.l ^_ The sewer system improvement is in conformance with a 1 _, County County approved sewer comprehensive plan. OR b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. ai 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 ri or city. OR b.11 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 . "SD _ LFC .c79 UNIT ' TOTAL/ ? d - (Subject to change on January 1st) * METRO Capacity Charge $750 billed by METRO after connection to sewer system. b. Easement(s): Required _ Maybe Required c. Other: Gel P 1` 4,$ :1-pd I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from date of signature. VAL VUE SEWER DISTRICT Manager, T. J. Matelich or Inspector, Steven Fletcher tro /A/1- /416 6 / eigt.2-j.212,9 Date RECEIVED CITY OF TUKWILA JUL 0 9 1996 PERMIT CENTER • 4 9 -9 -76 S249.35 900.00 200.00 .)49.35 • 2.2. 0 4 0 V 0 915 LO Z. t ,M SsLo O 0s S 094 LI t. 0 T 03 1 • Q 1 9 /8 24 N • N V .- N f1 t• ff r o CI a n N N ii t' rt r' 383Z 2 = "1 4 _ mi l" k e 0. • o Ow L ire � Cj6 _ f 14 �r . V� ` •t-1- ,,io•pfd 3 0 ` tie t-= to 1 4102 1 /t c e 1'ff 4041 f �•7P 1 , 0 7 44 1.0 y- :) I 01 t o 30 5. t Vo 141061 od ,0 0749 .1 00 0' 4. 40 1)028 0 05 (40491 ,39 "0 C1 a v y y'1 » g0 $ 4' S 1 4117 i12e0 oY Yr t1 0 40 1 Go co. 40 k t o - 1 48 GB. SO 40., r/•<7,i * K C :1 1..07 - 1 1603 sex 2►. 9 517.0 0 2 1 0141' v 75.3 4 Lv) 4128 0 7'1 5• y-5 1 I 4121 051.40 i 10 o VP/ t G c 0 - 6 0 .0. 60K 12.C l Ok.t.i tLA • RECEIVED CITY OF TUKWILA JUL 0 9 1999 PERMIT CENTER CERTIFICATE OF WATER AVAILABILITY PART A: (TO BE COMPLETED BY APPLICANT) 1. Owner Name /Address /Phone: R D32-T Sc J 14 KIEE PSC� L e of , v) A a gOS 1 • Agent or Contact Person /Name /Phone: 1 1- 43 C1 PROJECT # cf62 0 199 Site Address (Attach map and legal description showing hydrant location & size of main): 11.2.3 G Mk tftwAL LA)A'c s 2. This certificate is submitted as part of an application for: ❑ Residential Building Permit ' ❑ Preliminary Plat ❑ Short Subdivision Commercial /Industrial Building Permit . (3 Rezone • ❑ • Other: 3... Estimated number'ofservice and meter size(s): I 4. Vehicular distance from nearest hydrant to the.rear of the furthest structure: ".0 0 0 . ft. 5. Minimum needs of development for fire flows: e gpm at a residual pressure of 20 psi. Source of minimum flow requirement: la Fire Marshal ❑ Developer's Engineer ❑ City ❑ Insurance Underwriter ❑. Utility ❑ Other 6. Area is served by: ■13 VI- ST (Utility) Owner /Agent's Signature: Date: (Reverse side to be completed by water utility and governing jurisdiction) q Ar..ct co 05106/94 Agency /Phone N • PART B: (TO BE COMPLETEL.3Y WATER UflLITIY I 1. The proposed project is located within TIASA,9(Cr+ I(..1V1 1 (City/ nty) 2. Improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: I hereby certify that the above information is true and correct. • +1 uiA OS fA,L, Age Phone a tf2 -.� By 3. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of j '4S' 4 gpm at 20 psi residual for a duration of "Z- hours at a velocity of / I fps as documented by the attached calculations. • Date By Date 4/--(0 ---fib PART C: (TO BE COMPLETED BY GOVERNING JURISDICTION) 1. Water Availability - Check one ❑ Acceptable service can be provided to this project. ❑ Acceptable service cannot be provided to this project unless the improvements listed in item #C2 are met. ❑ System isn't'capable of providing service to this project. 2. Minimum water system improvements: (At least equal to B2 above) 05/06/94 u / -I 13011. 1102.0 Immo tmwo ■■••• MH/ -A .3517 13015 MN- Z/ LOT LOT - 22 12833 LOT - MH-ZZ MN- Z5 35LI 3/'. Q - 13007 -y 13013 P) 13017 15(1. ti H t W 3104 MH 3705 LDT L MH LOT3 0112 NH tOT I 10 441.1 3603 1 MH -A %30t LO /2 LOT 7 3804 LOT II • LOT to W Q LOT 9 LOT A MH 3610 n 3615 130 GP. ! -ZZA 3.30 MH 3036. MH- 7 3627 13037 MN 9 ZZ MN 9-Z3 S LOT -13 130,1 13023 3.110 13027 /67'- 6 0041 LO7 -/3' LOT -/7 12AAA MH 9 -6 a410 MN W LOT. 1d Lor -/I 130 4327 Z 1.3021 433) • MH1- 2 111 • MN- 6 W MN /- LOT.zI LOT - 22 12835 A LOT -Z3 MH i MN -Z 1 /3209 M NH 401.1 1 28th h --' LOT II MH ��� .. --W -- tDT 9 N O L 0 6 Ili I!, MH F - MN - /TA Z G 1 - MH9-5 I -(n n*a ST. LOT -/7 refo2 20 4327 033 9603180464 FILED FOR RECORD AT P. QUEST OF CHICAGO TITLE INSURANCE COMPANY WHEN RECORDED Rt:ZURNTO ROBERT E. SCHNEEBELI 12923 EAST HARGINAL WAY SOUTH TUKWILA, WASHINGTON 451364 JO TITLE INSURANCE COMP/et'', THE GRANTOR RONALD J. ROTH AND ROBERTA D. ROTH, HUSBAND AND WIFE for and in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION in hand paid, conveys and warrants to ROBERT E. SCHNEEBELI, A HARRIED HAN AS HIS SEPARATE PROPERTY the following described real estate situated in the County of KING State of Washington: THE EAST 40 FEET OF LOT 25; EXCEPT THE NORTH 165 FEET; AND ALSO LOT 26; EXCEPT THE NORTH 165 FEET, AND EXCEPT'THAT PORTION DEEDED TO KING COUNTY FOR ROAD, ALL BEING IN BLOCX 13, RIVERTON, A REPEAT OF PART OF RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUHE 13 OF PLATS, PAGE(S) 36, IN KING COUNTY, WASHINGTON: EXCEPT THAT PORTION CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED CEDER KING COUNTY RECORDING NUMBER 1004994. Dated: MARCH 6, 1995 REF. sY I m INSURANCE REF # - f ' ` STATE OP WASHINGTON COUNTY OF KING ON THIS 4 14111 DAY OF HARCH, 1996 BEFORE HE, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED RONALD J. ROTH AND ROBERTA D. ROTH KNOWN TO ME TO BE THE INDIVIDUAL(S) DESCRIBED IN AND WHO EXECUTED THE WITHIN INSTRUMENT AND ACKNOWLEDGED THAT THEY SIGNED AND SEALED THE SAME AS THE R FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES HEREIN MENTIONED. 14 RINTED NAME: Barbara J. Coyne RESIDING AT Puyallup 9/27/97 HY COMMISSION EXPIRES ON STATUTORY WARRANTY DEED NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON THIS SPACE PROVIDED POR RECOR'S USE 2 N_ 8 a es O se OFFICIAL SEAL. BARBARA J. COYH 1 ryb({o Sato al 5110211111m 11,Woks * /.48 9-21- RECEIVED CITY OF TUKWILA JUL 091996 PERMIT CENTER criwommumme •a 0 0 0 lR t. t7 n h m M1 IA PRODUCER INSURED CO LTA OTHER BELL - ANDERSON AGENCY INC 724 WEST SMITH ST PO BOX 887 KENT GREGORY E GRIFFIS CONSTRUCTION, INC. 2042 9TH ST W KIRKLAND TYPE OF INSURANCE GENERAL UABIUTY X COMMERCIAL GENERAL LIABILITY CLAIMS MADE n OCCUR OWNER'S & CONTRACTOR'S PROT AUTOMOBILE UABILTY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON•OWNED AUTOS GARAGE UABILITY ANY AUTO EXCESS LIABILITY UMBRELLA FORM OTHER THAN UMBRELLA FORM WORKERS COMPENSATION AND EMPLOYERS' UABILITY THE PROPRIETOR/ PARTNERS/EXECUTIVE OFFICERS ARE: CER FICA'TE H!OtDER ACAO C ... RD : 25 =S' 793 INCL EXCL POLICY NUMBER RGP15882146 CITY OF TUKILLA PUBLIC WORKS DEPARTMENT 6300 SOUTHCENTER BLVD TUKWILLA WA 98188 WA 98035 -0887 WA 98033 POLICY EFFECTIVE DATE (MM/DD/YY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICES BELOW. COMPANY A COMPANY B COMPANY C COMPANY D 5/01/96 COMPANIES AFFORDING COVERAGE ASSURANCE COMPANY OF AMERICA RE ,:r ,RECEIVED COVERAC;ES: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVEEFQEft1�,PL1 RIF( QD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH TRIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POUCY EXPIRATION DATE (MM/DD/YY) 5/01/97 AUTHORIZED REPRESENTATIVE Linda Nelson. GENERAL AGGREGATE PRODUCTS • COMP /OP AGG PERSONAL & ADV INJURY EACH OCCURRENCE FIRE DAMAGE (Any one fire) MED EXP (Any one person) COMBINED SINGLE LIMIT BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE UMITS AUTO ONLY . EA ACCIDENT OTHER THAN AUTO ONLY: AGGREGATE EACH ACCIDENT AGGREGATE EACH OCCURRENCE STATUTORY LIMITS EACH ACCIDENT DISEASE • POLICY LIMIT DISEASE • EACH EMPLOYEE OCT 14 199E' s2,000,000 s2,000,000 :1,000,000 :1,000,000 s 50,000 : 10,000 S $ $ S s $ s DESCRIPTION OF OPERATIONS /LOCATIONSNEHICLES/SPECUU. ITEMS CERTIFICATE HOLDER IS NAMED AS ADDITIONAL INSURED AS RESPECTS OPERATIONS PERFORMED BY THE NAMED INSURED FOR THE CERTIFICATE HOLDER NCEU A SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. DATE (MM/DD/YY) 10/02/96 A , . 1993 RA. RPO CORD c � �... . , : � ' s . 1� .d' xl . q TM t� �. ?. ! s•. n E ° •. .. s °. ... r{ .. ,.... r , PRODUCER . ;206) 763 - 1360 FAX (206) 763 - 1433 Peter D. Beeson Company 5501 Fourth Avenue South, #101 Seattle, WA 98108 - 2447 Attn: Ext: INSURED Building Busters, Inc. . 13001 Martin Luther King Jr. Way South : Seattle, WA 98178 • r t ' i 1 1 ((� 1 I s =� `" % ,� �fi, DATE (MM /OD/YY) . ) — i i ° � �y \ Nor .., , 03/20/1996 - �. �. ..� _.. , ...1::..._ a.. -..,„; f.., ; ; , THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE COMPANY CNA Int'l RE /Sphere Drake Ins A COMPANY B Progressive COMPANY - - COMPANY D i ...,. ° vF F.7.:7 ; r 4.rA.4 . ... .�.,f:>i��:fV : .. F � +_ �f e-; THIS IS TO CERTIFY THAT THE POLICIES INDICATED, NOTWITHSTANDING ANY CERTIFICATE MAY BE ISSUED OR MAY EXCLUSIONS AND CONDITIONS OF CO TYPE OF INSURANCE LTR � 'w � ;? ' q .'- , - !; ^yr ^, 9;.�t^^-r,:- r3y,• t ��� OF INSURANCE LISTED BELOW HAVE REQUIREMENT, TERM OR CONDITION PERTAIN, THE INSURANCE AFFORDED SUCH POLICIES. LIMITS SHOWN MAY HAVE POLICY NUMBER -»`�i ".:':etc.. ; ,,,�., ;r � i BEEN ISSUED TO OF ANY CONTRACT BY THE POLICIES BEEN REDUCED POLCY EFFECTIVE DATE (MMIDDIYY) *; 7 S i ' i ��"�' � s . THE INSURED NAMED OR OTHER DOCUMENT DESCRIBED HEREIN BY PAID CLAIMS. POLICY EXPIRATION DATE (MM/DD/YY) --^A'' r '�� �� �'.�' �� ' `, 'SL, i� i�Je "`�k��;sc%f�,:r, ;u ABOVE FOR THE POLICY PERIOD WITH RESPECT TO WHICH THIS IS SUBJECT TO ALL THE TERMS, LIMITS l i A I GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS MADE I OCCUR ( BFB1952616/SDX955715 07/01/1995 07/01/1996 GENERAL AGGREGATE S PRODUCTS - COMP /OP AGG . S PERSONAL S ADV INJURY - S -- - - - -- - - ---• - - -t -- EACH OCCURRENCE . S FIRE DAMAGE __ one fire) S MED EXP (My one person) , S . - - OWNER'S S CONTRACTOR'S PROT __ .. AUTOMOBILE I B X X X LIABILITY ANY AUTO ALL OWNED AUTOS ;SCHEDULED AUTOS HIRED AUTOS ! NON -OWNED AUTOS _-..- ....-_ ___ _..__--- _._._ -...__. • 04125959 -0 03/17/1996 03/17/1997 COMBINED SINGLE LIMIT S 1,000,000 BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE S GARAGE I LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT S OTHER THAN AUTO ONLY_ %;'Ix ''� s�w..1 EACH ACCIDENT! .S -- -- - - - - -'- -AGGREGATE S ._._...... . EXCESS LIABILITY UMBRELLA FORM OTHER THAN UMBRELLA FORM EACH OCCURRENCE I S AGGREGATE ; , S WORKERS COMPENSATION AND EMPLOYERS' LIABILITY THE PROPRIETOR/ PARTNERS /EXECUTIVE I _ -) IN OFFICERS ARE: ! t l EXCL WC STA OT - : , j; 4 , y , f:N I TORY LIMITS I LE •, ca. al z., . EL EACH ACCIDENT $ — .-------- - ,_ ___.._...__ -.. -.... _ EL DISEASE - POLICY LIMIT i S EL DISEASE - EA EMPLOYEE : S OTHER DESCRIPTION OF OPERATIONSILOCATIONSNEHICLES /SPECIAL ITEMS All operations of or on behalf of the insured for the - /^� 4147 'qty` * -'S r -77'c:, ,,..,.,, -s�•, v,,, R }4`h �! ° , ,-- ,+ �w*w - i �n�, M.. e....�1 . -�� ,.. " certificate , s h�o��Cl SHOULD ANY EXPIRATION 30 DAYS holder �"- ...a� �tc>`��r�'�r�1.,�,r.'� I , [�• s,� Y / . ; " N , fi : 5)7 J •• } Yr' n" Z "'., T ,I""'� ' . ?,,'7�� �., s ;'� j.f "3't , City of Tukwila 6200 Southcenter Bldv. Tukwila, WA 98188 ,.,. / :�: .�, s w�1/� 'd .. f_ ;� - �.t��`„rLws��,rep;6f: ^pr, .s,^ ; >�,.�� ,r ::: AC gim � -, .Y. J; : s } .`f' , -pr .. ,'i ,tb, • I ' if 4 �i ,4 .. :' -,,, OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE DATE THER THE ISSUING COMPA Y WILL ENDEAVOR TO MAIL W' ' CE TO THE CE' ' • TE HOLDER NAMED TO THE LEFT, TO C OTI SH OSE NO OBLIGATION OR LIABILITY UP•• - • PANY, T S OR REPRESENTATIVES. BUT FAILURE OF ANY KIND AUTHORIZED REP . :: L���K• [ qA , .A, , . ,,,, ;,,, „ / -,, 'la � ., f it',. — _ A � / ., ' : q � (i�'j�.(.{�� ryu._�77��!7 —; � : .4 ^�,I ✓ .S1hkL�.li�YY:itiTV� I • ` t88 Building Busters, Inc. POLICY NUMBER: BFB1952616/SDX955715 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS (FORM B) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization: City of Tukwila 6200 Southcenter Bldv. Tukwila, WA 98188 Peter D. Beeson - Auth , razed Representative CG 20 10 10 93 COMMERCIAL GENERAL LIABILITY CG 20 10 10 93 (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of your ongoing operations performed for that insured. Copyright, Insurance Services Office, Inc., 1992 0 Envelope Requirements (enter values as applicable) Fully heated/cooled,space . Minimum Insulation R- values Roofs Over Attic Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. /f'• All Other Roots times 100 equals % Glazing Opaque Walls 2270, g S C /V • // Below Grade Walls Concrete/Masonry Option R - /O Floors Over Unconditioned Space %Q • /9 Slabs -on -Grade f Q • /O Radiant Floors Maximum U- factors Opaque Doors • aO Vertical Glazing , qd Overhead Glazing Maximum SHGC (or SC) Vertical/Overhead Glazing j /. Space Heat•Type ❑ Electric resistance 'All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area (rough opening) • (vertical & overhd) Gross Exterior divided by Wall Area times 100 equals % Glazing 2s4 CO SF 2270, g S C X 100 = / �1; e Concrete/Masonry Option El Check here if using this option and if project meets all requirements for the ConcreleiMasonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly in the table below. Project Info Project Address SHafir STRO,t'$ F c/uiY Date 7. . ?G /2r:I2 3 e 41.4AmAvelt., WAYS . For Building Department Use CITY JUL 0 9 1996 PERMIT CENTER 7T/f'W /l-A 1 W/4 Applicant Name: 4300 ti-WRO / Applicant Address: P 0. ,ax /,60 Applicant Phone: ZeZ, . 772 • / 3 S-7 • Envelope Summary Climate Zone ENV -SUM 1994 Washington State Nonresidential Energy Code Compliance Forms 'Project Description ,"New Building ❑ Addition ❑ Alteration ❑ Change of Use Compliance Option 1994 Washin to tate Nonresidential Ener Code m•liance Form Semi- heated space' Minimum Insulation R- values Roofs Over Semi - Heated Spaces' Refer to Section 1310 for qualifications and requirements Notes: Mme �• ,.,.••�.'��� Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) EP • R• iR • /9 f • ❑ ENVSTD ❑ Systems Analysis April. 1994 Opaque Concrete/Masonry Wall Requirements Insulation on interior - maximum U- factor is 0.19 Insulation on exterior or integral - maximum U- factor is 0.25 If project qualifies for Concrete/Masonry Option, list walls with HC 2 9.0 Btu/ft'••F below (other walls must meet ,Opaque Wall requirements). Use descriptions and values from Table 20 -5b In the Code. Wall Description (including insulation R -value & position) U- factor CITY OF TUKWILA APPROVED A 1 9 1996 • ' All Insulation Installed? Opaque Walls R•11 Below grade walls (ext) R -10 Below grade walls (otter) R -11 Roofs over attics R•30 All other roofs R -21 Floors over uncond.sp. R -19 Slabs -on -grade • R -10 Radiant floors R -10 Opaque doors U -0.60 Glazing Criteria Met? Glazing Vert OH Area % U U SHGC 00-15% 0.90 1.45 1.00 15-20% 0.75 1.40 1.00 20 -30% 0.60 1.30 0.65 30-40% 0.50 1.25 0.45 ' • All Insul4bgn Installed? Opaque Walls R -19 Masonry walls (Mt) U -0.19 Masonry walls (other) U -0.25 Below grade walls (ext) R•10 Below grade walls (othr) R•19 Roofs over attics R•38 All other roofs R-30 Floors over uncond, R -30 Slabs-on-grade R -10 Radiant floors R•10 Opaque doors U -0.60 Glazing Criteria Met? Glazing Vett OH Area % U U • SHGC 00-20% 0.40 1).80 1.00 All Insulation Installed? Opaque Walls R•19 Below grade walls (ext) R•10 Below grade walls (othr) R -19 Roofs over attics R -38 All other roofs R -30 Floors over uncond. R -30 Slats -on -grade R -10 Radiant floors R•10 Opaque doors U -0.60 Glazing Cnteria Met? Glazing Vert OH Area % U U SHGC 00.20% 0.40 0.80 1.00 1994 Washin ton State Nonresidential Ener Code Com•liance Form • Envelope Summa 1y (, ` clt) Climate Zon:' ENV -SUM 1994 Washington State Nonresidential Energy Code Compliance Forms Decision Flowchart for Prescriptive Option • Use this flowchart to determine if project qualifies for the optional Prescriptive Option. If not: either the Cbr7fponent Performance or Systems Analysis Options must be used. 1302 Space Heat Type: For the purpose of determining building envelope •. • ' requirements, the following two categories compnae all space heating types: Other All other space heating systems including gas, solid fuel, oil, and propane space heating systems and those systems listed in the exception to electric resistance, (continued sl right) /~ /� ' All \ / Masonry N. / <, walls R -11 , '-) 4/all Criteria OK ?, "insulation ?, no N (below) /' yes Ye s. n0T., no les no yes Y ... no G\ ingV I y es ii All Insulabdninitilled ?. ' Opaque Walls R -11 Masonry walls(nl) U -0.19 'Masonry walls (other) U -0.25 ;Below grade walls (ext) R -10 I Below grade walls (othr) R -11 !Roofs over attics R•30 1A1l other roofs R•21 Floors over uncond.sp. R -19 ISlabson -grade R -10 !Radiant floors R -10 Opaque doors U -0.60 Glazing Criteria Met? ' (Glazing Vert OH 1 Area % U U SHGC I 00-15% 0.90 1.45 1.00 15-20% 0.75 1.40 1.00 20-30% 0.60 1.30 0.65 i 30-40% 0.50 1.25 0.45 no yes r Electric Rgs(stanee: Spate heating systems which use electric resistance elements as the enmity Nesting system including baseboard, radiant, and forced air units StarE : , J where the total elei ate resistance heat capacity exceeds 1.0 Wife of the gross t • cond(boned floor area. Exception: Hest pumps and terminal electric resistance V. ". heating in variable alt volume distribution systems. Eleetne . ne;Sistinee ' • • no \ Heat? ." yes •%: • I , a P,rescnpt/a Path Allowed Component Performance or Systems Analysis Required •.e 01 Masonry \ Wall Greene OK yes N, (below) � . / "no ` walls R•19 no Ni isulation ?/ yeS Concrete/Masonry Option* Assembly Description Wall Heat Capacity (HC) Assy.Tag HC" Totals Area (sf) Area weighted HC: divide total of (NC x area) by Total Area HC x Area P's Apnl,1994 'If the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. "For framed walls, assume HC =1.0 unless calculations are provided; for all other walls, use Section 2009. 117Gtttaenxr sxxvarrmt• ......... �_... w« r.- ar•.+ u• w+ w.• ei+• w. A' vv' �vw.. vtsrv.. MVe!+Wx'aMi'Nw»�u�clifnAn•.'F.V sMNOWU.we!xdpaMV W. wa. MOwrrawlMer txev[.tlM+unl�rwYMM1�r! K.M. (JOE) MAW. P.E. STRUCTURAL ENGINEER CENTRAL BALDING SEATTLE, WASHINGTON 98104 624-7145 STRUCTURAL DESIGN SH PROJECT 5/2/ S 7 LOCATION EXPIRES 10/24/ y / J c�� OF 1u vw 9 X996 CLIENT A C W . DATE DESIGN / /.4 CHECK JOB NO. SHEET NO. RECEIVE CITY OF TU WILA JUL 0 9 1996 ION, . r PERMIT. GE TER J K.M. (JOE) MAW. P.E. 1 STRUCTURAL DESIGN SHE.:1 i 2*IR 47171 CENTRAL BUILDING SEATTLE, WASHINGTON 98104 624.7146 LOCATION CLIENT 2 c fr 1200/- A-=i4 77-(1 cr-Y 2_,c/ " 0 c 6> A- oi.1 6 L / a "r / - 1 / 4 2 -go 71- 7x 80 c 9ceo LJ� :: Ac_r "c- DATE g DEST3 CHECK 2 - JOB NO. qt-24, SHEET NO. $2 we 1 Mt m .1, is • w. • • K.M. (JOE) MAW. P.E. STRUCTURAL ENGINEER CENTFAL BUILDING SEATTLE, WI-S1-iiNGTON 98104 624-7146 I -=. loo -,,(/-, Go /1-) tO /97 9 : 57- 9t-o" = STRUCTURAL DESIGN SHLT PROJECT 5/7 7 72/ LocArioN 67 7 /0.1 // / 7,X- OS 444 -" U‘se LD Mv Ir. /4 700 <4tc) WENT / 4 ( -if) " C/c 9 '-0 .4 4. DAT 7 76 DESIGN _17- CHECK x vs& 3 47‹ 4 19 4 A r. JOB NO. SHEET NO. /3 --- K.M. (JOE) MAW. P.E. STRUCTURAL ENGINEER CENTRAL BUILDING SEATTLE, WASHINGTON 98104 624 -7146 x,_ . 7'4 1x - D c OS c 6 x/ . LOCATION Be e C/521-7^7, E Cy- W C. .49oF Co rtr?. (/3a)(o» GDo Q /G 2.8 3 - X - } STRUCTURAL DESIGN SHT PROJECT 5 %7 -i CLIENT DATE DESIGN, CHECK -7x5 N^/ = s3 /- ZS r J OB NO. 9G - HEET NO F -z 7 6 _.w.me.. K.M. (JOE) MAW, P --- ' E STRUCTURAL ENGINEER CENTRAL BUIL ANG SEATTLE, WASHING i ON 981041 624-7148 STRUCTURAL DESIGN SHF_ T PROJECT LOCATION _._ . CL'ENT / >l}'f"i t/ /G !-v Ccd X 1 i ; s� 2 T q � DE IGN CHECK _ a JOB NO. 9G -z2., SHEET NO. C-/ RE K �� (Pr- 1 STRl.1CT1JRAL DESIGN HEFT . P RO,: EC T $'- :9 7 c7,- o4.--- CENTRAL 6LJ LUING EAT LE, WASHINGTON 98101 624-7146 4 As 26 '< 6 LOCATION Ct/ L-)/6f'/ ?c-) ,/ 4.&7t / �s .moo 'G /,'7 z 7S` / , s -74 91..,•.TMOI. a ....r ,... _... ....w...,ta.. .1_.40 .». CLIENT CHECK CJS� SQ ( 300c, DATE JOB NO. 7- g' DESIGN i/x ?s = z 7s SHEET NO. Sr aft. 44777704 K.; RUC cEi• 111MxTLE,.. '1 OIMIVIN•■■••■■ _so.° /4/ / z ; 7767-41■01 I 7 1.TRAL DESIGN SH C!. :ENT 0.14,0••••■••••••■•••■•••■ 3 /2 e v /0 e-^ ¢/ 0C 66 0 cs c: ee, t'Azn #4 7 2.3.g /3 -r . 2/ X- --co C = /0-,. ,g ....¢011V.M.11,....e"Ge,07.10A1.017,0.1.11V e Li � F g s/e2E z 4LA o — 0 ve- a /4 44c Al // x /e,s DATE DESIGN CHECK 7 ez ZS "-er-e/f7A1G" //s / /Zo '�6'&'M( - JOB NO. 7 -Y SHEET NO. kv- Z Notrii.yeamdnesituactuat3mrs . 1 KM. (JOE) MAW. P.E. i STRUCTURAL ENGINEER I CENTRAL BUILDING SEATTLE, WASHINGTON 98104 624-7146 c CO A -6 7 A 3 STRUCTURAL DESIGN sHE.T PROJECT '/, 2 LOCATiON CLIENT cz)(- 67) /4,z C/;:f: eo/A.-? o 20 240 c5 Are-07 - (go) = 240 es ",=- 0 @ 32-" C) C D/c Pc,///t/ 40 /1 7.0 .4// 3 2 o .5 1 /7 1 t;1972 7 eo.fr,/: -5 2o DAT JOB NO. z SHEET NO. CHECK ...c/ / 07900/ , d-Cr 2 /oho A 41 el 6•11 7 Atlr--S7 W4UJ ,s7.2 '-I 3./ 126 13019 - 13017.. 7 89-3 -SS 6 (q) 9. 10 > y11 4 Ee 21 20 19 18 17 46 IS 22 a lien RBIs 13839 >¢ f� 1 0- 60 • • fait Q .t` 10 8 MOE 1 0 za 24 12 012835 . WINE • 19 60 049 13012 14 d 8 9 13001 0 i3 14- N e" 12 Alb ig30 /15/7 vo 1 1®41 0 ,; 01 I6C r ST 24'2.3/ R 909 yo 0 4• 7 ti too N L WERlf1MER ST) /e108 I • 11 /62 1281c a2 (B) O /f , 6 7 8� 0 li `4.3 a' 13221 0 v1♦TT S % 8TH ST 24 /6F. i. 6p A /62 t �� 23 321 n fC 2s 35Yz +.Sf ( SAMPSON ROAD) W UN —It 2. m CC CC WI, 11282222 z [ 4.4 I - "12834 CJI CC W 2 .. -. , RI VE ` 0 • L �` . �'f3 14 15 66 yc� 14 N : I (Hi.',w r sr) $ ` . S r. 93.S4 30 Jp Q I ti 713 ti 16 f �,w if �SB61; al i I E33222 •••, I No lg. 32 1 66 2 9 lid to N ti ca Era M 0 EPLAT 19 20. 21 400 0 190 20 21^ 22 P 13 ST 1 $247 5 23,, ti ti N 54 2 130© SAMPSON 5 ?1 3a h '0 v NOTE: Kroll Maps are compiled from Official Records and Field Surveys. They are prociuced for reference use only and no warranty is expressed or implied. 1 e 36• 130 13 3 30T1 ROAD 60 D 23 /34 /04 1 1 _1 266 6 H 1 o e 1 13232 - - -•`" r1 ,- 45 1 y� /00 c 4c 1 1 40 I 40 I 9. 40 . 19 1 .nJV n ffn 126 13019 - 13017.. 7 89-3 -SS 6 (q) 9. 10 > y11 4 Ee 21 20 19 18 17 46 IS 22 a lien RBIs 13839 >¢ f� 1 0- 60 • • fait Q .t` 10 8 MOE 1 0 za 24 12 012835 . WINE • 19 60 049 13012 14 d 8 9 13001 0 i3 14- N e" 12 Alb ig30 /15/7 vo 1 1®41 0 ,; 01 I6C r ST 24'2.3/ R 909 yo 0 4• 7 ti too N L WERlf1MER ST) /e108 I • 11 /62 1281c a2 (B) O /f , 6 7 8� 0 li `4.3 a' 13221 0 v1♦TT S % 8TH ST 24 /6F. i. 6p A /62 t �� 23 321 n fC 2s 35Yz +.Sf ( SAMPSON ROAD) W UN —It 2. m CC CC WI, 11282222 z [ 4.4 I - "12834 CJI CC W 2 .. -. , RI VE ` 0 • L �` . �'f3 14 15 66 yc� 14 N : I (Hi.',w r sr) $ ` . S r. 93.S4 30 Jp Q I ti 713 ti 16 f �,w if �SB61; al i I E33222 •••, I No lg. 32 1 66 2 9 lid to N ti ca Era M 0 EPLAT 19 20. 21 400 0 190 20 21^ 22 P 13 ST 1 $247 5 23,, ti ti N 54 2 130© SAMPSON 5 ?1 3a h '0 v NOTE: Kroll Maps are compiled from Official Records and Field Surveys. They are prociuced for reference use only and no warranty is expressed or implied. 1 e 36• 130 13 3 30T1 ROAD 60 D 23 /34 /04 1 1 _1 266 6 H 1 o e 1 13232 - - -•`" r1 ,- 45 1 y� /00 c 4c 1 1 40 I 40 I 9. BOEING 4,4)4 11„ I 5 • 115 5 — "LS tarn itts S 170 46401 494 0 44 I k st 2151 SI 5 113 51 S 18551 roe roe o nt d s ' sssi SEATTLE•TACOMA gt si INTERNATIONAL AIRPORT slSI 160 St t moo Ouwamish 511354 S arm S 16(J00 LONGACRES 14cose Room tra SW 16 SI Glen A Golf Club cueou.. Gisridols TI 001 " ".? P . 5 142 Sea-Tac • 514434 S S 151 SI Booing Ace curs.. FOSTE GOLF COU SE FMES 5 2555 '21'1 V4m. •. Shor9.4 Rem^ Com*, 19 r449 . 8 . 100 s 12442 OM 54 511151 Sunsef • 514051 4'61 026 moms 5 164 51 16 17 18 19 PI Ln P'S Prichott Island Reath blond Pal ?2 goad Atlantic City 143 mama. PmP p &we psi Orme. Minot 06 1 7 • Rainier \ Beach 20 21 SE 87 St South Point RECEIVED MAR 14 1996 ' TUKWILA UBLjC WOWS / 4. $0,014 RA501 ) 5 5r1 5 6 5 1 1 1 22 / oE tirmit Coirnmn Point S l3 \ it. Renton \ Airm.f EROSION CONTROL PLAN Materials to be removed: Material to be brought in: CUT AND FILL YARDAGE ESTIMATE QUANTITIES OF MATERIAL TO BE HAULED Estimated "fill" - Same as above = 60 cu yd, Broken concrete slab per above = 60 cu yd Other rubble /trash /brush = 10 cu yd TOTAL 70 cu yd Crushed concrete 60 cu yd There will be no change in existing grades. The volume of broken concrete, etc will be replaced with crushed concrete (or equivalent) to the existing grade. Estimated "cut" - 4 or 5 inches of existing broken concrete over an area approx 55' (N -S) by 75' (E -W) = 60 cu yd, The entire work area is essentially level. (Ground on the banks which are on, or adjacent to, the property will not be disturbed.) The broken concrete slab to be removed will be promptly replaced with crushed concrete (or equivalent) to the approximate existing grade. No special erosion protection is planned. RECEIVED MAR 14 1996 TUKWILA PUBLIC WORKS EXPANSION JOINT EXPANSION JOINT 6' -O" MIN. DUMMY JOINTS EXPANSION JOINT ELIMINATED IF GUTTER & APRON ARE POURED MONOLITHIC SECTION A -A 210 EXIS11NG DRIVEWAY EXISTING DRIVEWAY PLANTING STRIP 6° TOP OF CURB AT DRIVEWAYS 5 °lo PUBLIC WORKS r COMMERCIAL DRIVEWAY DEPT, NOTES: 1. CONCRETE SHALL BE A 5 SACK MIX WITH 5% AIR ENTRAINMENT. 2. INSPECTION REQUIRED BEFORE PLACING CONCRETE. AT LEAST 24 HOUR NOTICE MUST BE GIVEN TO TUKWILA PUBLIC WORKS. 3. ALL DRIVEWAY APRONS SHALL BE A MIN. 6" THICK. 4. WHERE DRIVEWAY WIDTHS EXCEED 15', A 3/8" MINIMUM EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY ALONG THE CENTERLINE. 5, ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APWA /WSDOT PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE CITY OF TUKWILA. k M t. YARIESH TYPE 'A CURB & GUTTER ---�• WARNING STRIP WHEELCHAIR RAMP 3" WIDE EDGER FINISH Vb FULL DEPTH EXPANSION JOINT BACK OF" CURB "I PUBLIC WORKS .) DEPT. • I9nB ' CUT 1" DEPTH DUMMY JOINT Vie' x 3 SHRINKAGE CONTROL JOINT AMIN ( DUMMY JOINT 5'` 5' t 15' BETWEEN FULL DEPTH EXPANSION JOINTS VARIES pj -THICKENED EDGE SECTION A -A SIDEWALK DETAIL .: - t�.•:s.arr ><<..y z..e+,..�.�.: g. x. " «,par„y • NOTES: 1. SIDEWALK WIDTH SHALL BE 6' MIN. 5' IS ACCEPTABLE IN RESIDENTIAL AREAS. 2. SHRINKAGE CONTROL JOINTS SHALL BE PLACED EVERY 15', DUMMY JOINTS EVERY 5'. 3. CEMENT CONCRETE SHALL BE PLACED ON COMPACTED SUBGRADE IN ACCORDANCE WITH SECTION 8 -14 OF THE 1988 APWA /WSDOT STANDARD SPECIFICATIONS. ' • t • PAPA.ua- To gubc,, . I ' (-4 T 2 1 x 21 Y . d.c...cca Lou<S; I 4 ' 17 Co Jas. Le _, , .,-- 1 t•-t, I akiais 12 e FOOT RETA NJ 4S S o . SO ■At.L.L C-:FtiZs Z Co LG4A oP3 LA) 0 04 Go ?LAO \./tk,7 oP LbCai -4 --e tA 464A.-t i"- - 00 FL- T EA-424 f _,,.. -- 7 4— S 0, • taWiN Orov2L-c SCl2c) (e-c -TAG L. I TN( L p 7-G Cb.s. oF LA> Cm ck Avve_ 'I RECEIVED CITY OF TUKWII APR 0 9 199 PERMIT CENTEI x Z r� (o Ed.vt_oc4,(4 A pt., 04 To 9 5Lb( • GovcZt` of LnC La cZ � ELEJ c 6 tqb 6 G �rooT ZeTA tJ 4.0 EL N U a -o « t ��L4 s ( = i JAR fL� '/• S I- 14, Lowee_ 'FL • ,v � tfia.DI G OOi --- 4 140� SCi20 - 1) 0 E 7 -TALL op `i- e v•t“ lb OF VIL > ca /z91 RECEIVED CITY OF TUKWILA APR 0 91997 r(UUr tLtV. ,rat). 1 BSIs4T.F.F z'ST F.F /1092 S ELEV. 52.0' ELEV. 63.0' FOOTPRINT ARY FRONT B ILDING SET AIMING WALL LOADMG AFA r . _ i 'S 1 80.27' el PA.I r -tEaT. exczl CvJ 8' PA, Z' u- -r -v CO7 / 4 'Sc 51c -ci o►J A - b'Z,kt SPEcs 044 • T?.E;E.T • C } c 7 L IBL 1 _ _ _ Ki _ END GF' EXI3T'G 10' _ REAF _ BUILDING SETBACK WALL _ • -6; Cr = .t \ ' Sh tom C LOADING AREA T R.E►E•T 9 ASPHALT JA S-reT C V4 r e} /6o rt c tz. ,c. -- SC. G `- c-T' o A-,4 Smc.s AND SIGN D - � R RAMP UP • • ix a N�►Lgox 12G 23 C - C. ExTRADED 0.1R5 TIP. REPcacF C�k.)2 C�UnEtZ - LJAL�To MA -4 �-�ctSn . 2 (- I TAN -)o tc p At-t ?s [� Tc To Ci ry 5 Z. - bs ;4.s tZ 1'1A-fc EXISTtoc., 51 EE JEKc1.1T ELEVArto► , 5+40�T CT<?.o4S5 FAc(LITY DEuJALt�. �Te2t= Vt Stc7 NS C Re- s t A t N SCALE ^� c". to' r- CrEl Nc_. UK l I H� PUBLIC S U ss c,: 7 0CT -13- 1997 15:24 ' <.M. MAW, P.E. L K. M. Maw Consulting Engineer October 11, 1997 Bob Schneebeli Short Strokes FAX: 241 -5981 Re: Short Strokes Dear Bob: OCT 171997 I undertand that tho Plan Chcc'c cm sub;cct to errors and omissions and cpiara ai of piano does not authorize the violation of any aeopted code or ordinal& MONpt of contractor's copy 1111111181sda By FILE COPY Data v `l O e Permit No. e+ a. PI" Per our meeting, it is important to provide a proper base for the block wall for it will tilt on you. It should be placed so that it will not surcharge on the adjacent ,building and cause problems. We should place the base no higher than 1' -0" above the adjacent building's basement slab. The existing retaining wall is stable by itself. There is some load added but the block rests on the top of the wall and Should not create additional lateral load on the wall. During placing of the blocks, the excavation should not go below the bottom of the retaining wall footing. New ecology block wall shall be placed at 2:12, battered toward the south. Drainage: Please provide gravel fill and footing drain as shown and tight line to the nearest drain line. Please give me a call if you have any questions. Sincerely, RECEIVED CITY OF TUKWILA CITY OF TUKWILA APPROVED PERMIT CENTER OCT 1 7 199 AS NOI cc: Peter Schroeder (FAX: 223-1042b pl1/rsi N Central Building 810 Third Avenue ,cattle, Washington 98104 (206) 624 -7146 P.01 r EXPIRES 10/2477-1 W CL Q N If] 0 Lou. s- L 401' O; C 15 .1 •o r L Pr1: ~ti 5`+2A1:12 13, or. +TZE. '/11?e4. JAL.'. of 3c. ©eat *tt _$E TwEeN FxtiSTL. # c roh. w e a.. vi)/ SE 4iliV ec-• aqknotJ 1 341144 Ca* Vs) 17. ? ,4.4 1• Jr . • "mil" I?EiZC Imo' V 4••■• ; Lt.0 Z u- 4. CIF. Ci�L 1.461.4.„ .. • VI•J:k • . Aava4. I IS g.s s• C E Edits OIG' cdw� C?,.on A-1- A/G : i f r I 1 1 R-'• • LA6.1 sJ t €4J V / / N kip F I GK M's r • t t t t £YPIP•ES 10/2446! 1 I N • 31110 I a's , ry fo // 4 7 7 iAIVE`45 r.7orATI.. f�itriPjltl4e1 pLCr?tS 1 S rat►t ..: 1 " = 5 ` 44.7 2 -. a49 ~ CO -U--�� OCT-13-1997 15:25 K.M. MW, P . E. .....wwwmmw.... ( • mMe pi .111C.! truu Dp. (.441t1 I TRUCTURAL ENGINEER r • OENTHAL BUILDING TILE, WASHINGTON 98104 624-7146 LOCATION -- -- oLuirri .1.111111M ,ii)( Z x 4;72 o x /0 , /0 4 Z. WE_ f /- q7 DESIGN CHECK MINIMmilW■■■•=mtwaly Ammo Vemefir.M.....411.11••• al••••••••■.1■Irm 1 0 A--,044 0,-77 60 e) ive;'?c 00 /. Z 6 4 -/ 6 e• 4-744- 257 / .z• .C P.03 QaNO. / Z 44 . A. / 3 3 /, a 7 cz - TOTAL P.03 CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: C R APR—. PLAN CHECK/PERMIT NUMBER: PROJECT NAME: ' (40 1.7 crPo s -I- PROJECT R SS: 1 7 1 ' 0441 P -41 0-4 1 0—• S • CONTACT P RSON PHONE: 1/7-- I SUMMARY: Ze**- •ft Cutt- t.t‘k_ �- erke>,Ad C's-120 (AG gede.s Bottp SHEET NUMBER(S) EC:Fiv "Cloud" or highlight all areas of revisions and date revisions. cm TUKWILA APR -- 9 1991 PERMIT CENTER SUBMITTED TO: CITY USE ONLY Bid •, Piannin Fire Public < Works 3/19/96 GREGORY GRIFFIS CONST. TEL :206- 828 -9839 FAX TRANSMISSION COVER SHEET Oct 08,96 9 :19 No.001 P.01 DATE: b NUMBER OF PAGES INCLUDING THIS COVER SHEET: 0:::7L M 2 COMPANY: T PiJ � -� � � DOCUMENT: : � �,� DOCUMI'sN 1 : 6 t TO: FROM: (6.11.41„J COMMENTS: 1) TELEPHONE: 827 -4401 FAX: 82 -251] .Q52.3r.deS rag - ‹AkLoa.zu (AyA a QiNzk lae� ..�a�c tti.e��►� -e�,, -1�{.�s�. 2042 -9th Si. W. • Kirkland, WA 98033 70Io(!'o n (20G) 827 -4401 FAX (2Or1 827 -2511 (v it C: )I (l 0 )I ` +r►t . ....... .... :. PRODUCER BELL — ANDERSON AGENCY INC 724 WEST SMITH ST PO BOX 887 KENT WA 98035 -0887 • DATTt cMwoavn i 10/02/96 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICES BELOW. COMPANIES AFFORDING COVERAGE COMPANY A ASSURANCE COMPANY OF AMERICA INURED GREGORY E GRIFFIS CONSTRUCTION, INC. 2042 9TH ST W KIRKLAND WA 98033 ( COMPANY B COMPANY C COMPANY D . •:: :: :::. :•: •::.:•::.:•:::•. •.•.•:.•:::::::•:.•:::: :::::::. •::: PO C S OF BELOW HAVE BEEN ISSUED TO THE INSURED NAMEDABOVE FOR THE POLICY PERIOD • • THIS IS TO CERTIFY THAT THE • U IE • LISTED INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM YY) ADD/ POLICY EXM g RATN DATE (MMADO/YY) LOWS GUERAL X LIABILITY COMMERCIAL GENERAL UABLITY RGP 15 8 8 214 6 5/01/96 5/01/97 GENERAL AGGREGATE $2,000,000 s2,000,000 PRODUCTS - COMP/OP AGO 1 aims MADE n OOCUR PERSONAL A ADV INJURY $1 , 0 0 0, 0 0 0 $1,000,000 $ 50,000 S 10 , 0 0 0 OWNER'S A CONTRACTOR'S PROT EACH OCCURRENCE FIRE DAMAGE (MY one Nn) MED ExP (Any one person) AUTOMOBILE LABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON.OWNED AUTOS COMBINED SINGLE LIMIT BODILY INJURY $ (Per person) BODILY INJURY (Per Rocking) S PROPERTY DAMAGE S GARAGE LIABLRY ANY AUTO AUTO ONLY . EA ACCIDENT $ OTHER THAN AUTO ONLY: EACH ACCIDENT $ AOOREOATE $ EXCESS LABILITY UMBRELLA FORM OTHER THAN UMBRELLA FORM EACH OCCURRENCE S AGGREGATE —3 s WORKERS COMPENSATION EMPLOYERS' LABILITY THE PROPRIETOR/ PARTNERS/EXECUTNE OFFICERS ARE AND — IJCL EXCL 1 STATUTORY LIMITS EACH ACCIDENT $ DISEASE. POLICY LIMIT $ DISEASE - EACH EMPLOYEE S OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS CERTIFICATE HOLDER•IS NAMED AS ADDITIONAL INSURED AS RESPECTS OPERATIONS PERFORMED BY THE NAMED INSURED FOR THE CERTIFICATE HOLDER :lFDCA7E HOLDER:;:; •:::::•:::•:: : ::: >:::::::•:::: <•::•::•: . ... .... ........ CITY OF TUKILLA PUBLIC WORKS DEPARTMENT 6300 SOUTHCENTER BLVD TUKW I LLA WA 98188 I ............. .......................... SHOULD ANY OP TILE AEOVE DESCRISID POLICIES BE CANCELLED WORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO THE CERTiICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LABILITY OF AMY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Linda Nelson L5 A Oct 2, 16:09 EDT by: AL5LINDA NELSON (16:10) Page 2 of 2 GREGORY GRIFFIS CONST. TEL:206- 828 -9839 Dept: of Laber A Induatrlas Conteao$or'e Regi!tratton 8eetion PO fins 00A9 Olympia WA 08504.9080 ?'u3 011.04 Nu,de•,n•• .,, Sawing. AML 13A•11 u % 4.:9? • MOM_ 's=12=211111. Muco...ling al/•or telrneturet Addr,re of t. iee,edine Awlrsxa Oct 08,96 9:19 No.001 P.02 Contractor's .tilmatlen nuinlrr REASSIGNMENT OP SAVINGS ACCOUNT • -OR TIME DEPOSIT THIS FORM IS TO BE USED TO CHANGE THE BUSINESS Ni ME OP THE ASSIGNOR, THE ACCOUNT NUMBER, OR THE AMOUNT OF THE ASSIGNMENT. SECTION 1 MUST BE COMPLETED, AND ONE Ok MORE OF THE OTHER APPROPRIATE SECTIONS, THE BACK TIIIS FORM MUST SE SIGNED AND NOTARIZED, and the original of this form must be submitted t: the Contractor Registration Section. •r.■ SECTION 1. COMPLETE THIS SECTION P'R ALL CHANGES: This reassignment is for the purpose of fulfilling tho requirements of 12CW 18,27.040, The u d reigned does hereby assign and set over to the State of Washington all right, :tie and interest to a /A thousand dollars ($ 6D Q'D. DD , of Ravings Account number (OLD account number) OM aMR in the (bank) L!S BA'iY. for the purpose of nil claims against (REGISTERED BUSINESS NAME under which original assignment was mado) i 6f f Y e4!1 LS- 4044tr -Z3' . that are within the provision of RCW 18.27.040 arising from (original deposit date) 3 ' 444 'R* t }sough the future, provided the claims are timely made In accordance with that st+ttut SECTION 2, COMPLETE THIS SECTION I! s BUSINESS NAME IS TO DE CHANGED: The same deposit as doncribod in Section 1 spoil be subject to t:lnime tl ".t arc covered by RCW 19.27.040 arising egainot (succeeding Assignor, now bulimia* nano) a (general/specialty) contractor. By virtue of this rcaosignnw .t the State of Washington, Contractor Registra- tion Section has full power and authority to demand, collect, and recei at the deposit and to give recolpt of acquittance thereof for the purposes prescribed by RCN's' 18.27.040. it in further un•leretood And agreed that the bank agrees to hold the money In this account until it receives the relentw of this aeeignmla t from the Contractor Rog(atration Section. The sumo will release the dcur,rMit to the Silk. <,t' V'stn!.if,; w1i'111t 30 dr, a nn rinmond with no other condition of release. Urlylnd Al. I nut 4.lyp.L....) SECTION 3. COMPLETE THIS SECTION I:4 THE ACCOUNT NUMBER iS BEING CHANGED: The same deposit aq described In Sect.iorp 1 shnli he subject t.n clnima tl:r.t are covered by RCW 18,27.040 arising again*: ,this liminess, (genoril /specially) 6E�t/E� - . contractor, ir: the now Savings Accnunt number (now account number) 02 800219 , By virtue of this reassignment. the Stets of Washington, Contractor Registration Sectior1 has full power and authority to demand, collect nnci reealvo said doposik. and to give receipt of acquittance thereof for the usca and purposes proscribed by RCW 18.27.040. It Is further underet od and agreed that the hank agrees to hold the money in this account until tho release of thin assignment ie receiver from.tho Contractor Rogiatratlon Section The deposit will be reloascd to •thc State of Washington within 30 •dnye at demand with no o 'thcr condition of release. 66-x/ - ?7 /5% 47 -.t rd. Cuntrulnr'a :#Mutation number 42, 84064/330.5 THE BACK OP THIS FORM MUST 181% SIGNED) AND 1OTA1RIZI:D BY BANK PERSONNEL . '. 112V.'cnI .+la >1i.sll. : A^ 4. ti. At: C. 3"1C:.5- A4:1,074 sxAeua+iv14,Tilntnwn.tmsvwa•.. Bell- Anderson Agency Inc 724 West Smith St, Po Box 887, Kent Wa 98035 -0887 Telephone: (208) 852 -1880 Fax: (208) 859 -2051 Oct 2, 16:09 EDT by: AL5LINDA NELSON (16:09) Page 1 of 2 • { Facsimile Cover Sheet FAX TO INFORMATION Name 1: CITY OF TUKWILLA Name 2: PUBLIC WORKS DEPT Address: City, State, Zip: Attention: BOB Voice Phone Number: Fax Phone Number: 4313665 FAX FROM INFORMATION From: LINDA NELSON Company: BELL — ANDERSON AGENCY INC Voice Phone Number: ( 206) 852 - 1680 Fax Phone Number: ( 206) 859 - 2051 Pages Including cover sheet: 1 Date: 10/02/96 Comments: 16:08 [SPOOL #] EVIDENCE OF INSURANCE WITH ADDITIONAL INSURED (CG2010) GREGORY GRIFFIS CONST. TEL :206- 828 -9839 FROM: COMMENTS: D FAX: l'' LQ(S • FAX TRANSMISSION COVER SHEET TO: Mi COMPANY: DOCUMENT: .2042 -9th S1:. W. • • Kir.kland, WA 98033 Ic;I4piionc: (2041 - 4401 I AX (206) 827 - 2511 l.ira i r:i !Js. (irirc'i OFC)XII)1 Oct 02, 96 15:48 No .006 P.01 DATE: \C — l b NUMBER OF PAGES INCLUDING THIS COVER SHEET: (561 Pu.), 827 -4401 FAX: 827 -2511 RECEIVED OGT 0 61996 TUKWILA PUBLIC WORKS (0)&4 1'0 secret +w b by )c I' d- ) • ,.••r•••• ••• j•w ••e. p:papwr• N• -,4. ••••• GREGORY GRIFFIS CONST. TEL:206 -828 -9839 Dept: of Leber & Industrials Contrao$orr'e . Registration Section PO 19oi genii Olympia WA 00504.WMMtir THIS FORM IS TO BE USED TO CHANGE THE I3IiSiNESS NI ME OP THE ASSIGNOR, THE ACCOUNT NUMBER, OR THE AMOUNT ON THE ASSIGNMENT. SECTION 1 MUST BE COMPLETED, AND ONE Ott MORE OF THE OTHER APPROPRIATE SECTIONS. THE I3AOK • IF T11IS FORM MUST DE SIGNED AND NOTARIZED, and the original of this form must be submitted tt the Contractor Registration Section. SECTION 1, COMPLETE THIS SECTION Fill ALL CHANGES: This reassignment le for the purpose of fulfilling the requirements of RCW 18.27.040, The undersigned does hereby assign transfer and set ovor to the State of Washington all right, We and Intorea` to .s' /K_ thousand dollars (II • ) of Savings Account number (OLD account number) W.' GtC60ROOD 0,f In the (bank) for tho purpose of nil claims against (REGISTERED BUSINESS NAME under which original nseignmsnt was mado)a'I IIY 6',CJ /S _aectel2 -Zi • that aro within the provision of RCW 18.271140 arising from (original deposit deto) 1 tb.ough the future, providod the claims are timely mods In accordance with that statute. SECTION 2. COMPLETE THIS SECTION 1! BUSINESS NAME IS TO BE CHANGED: The same deposit es duncribod in Section 1 l,h &1 be nuhjcct I.n claim& tt '.t. aro covoretl by RCW 10.27.010 arising ogoinet (succeeding assignor, now aum•nwoo name) _._.,__.�_ .. a (genoral /speaiaity) contractor. By virtue of this rcaaelgmmo a the State of Washington, Contractor Registra- tion Soction has full power and authority to demand, collect, and rccei :o the doposlt and to give racolpt of acquittance thereof for tho purposes prescribed lly RCW 18.27.040. it is further un:'cratood end agreed that the bank agrees to hold the money in this account until it receives tho roleaao of this aaeignlnct t from the Contractor Registration Section. The same wilt release the dow,eit 1 t w al;:. <,� tkrt:nitir:,;tr;: µ 80 fir; nn dmmond with »o other condition of release, The same depoalt as dcaerlbed in Section 1 rihnil hn Rubjact to claims tl .this Business a (gcnnrsl /speciully) 6E�f/E�A6 contractor, Ir number) 02 800219 _ , fly virtue of thle rcaseignmont the Stott has full power and authority to demand, collect and recoh'o said depoail urea and purposes prescribed by RCW 18.27.040. It le further undersl money In thie account until tho rolcoso of thin assianmsnt is rscoive!( doportilt will be relonsed to tho State of Washington within 30 dap RECEII VEIT) OCT 06 1996 TUKWILA PUBLIC WORk Zl4! 0II.o4 W.... , .rr%• CIA411 W. A•.o! ' 11 Oct 02,96 15:48 No.006 P.02 MasilIstimamo Orlylnd Art nor t,lrudurol 1lueanr.Iois ,1 •.i1nar tsIiI i l,. AAdr 1 ( mauling Aril/nor Conlrsetur'..lenimtrt,tion number REASSIGNMENT OF SAVINGS ACCOUNT OR TIME DEPOSIT • SECTION 3. COMPLETE THIS SECTION THE ACCOUNT NUMBER IS BEING CHANGED: .r.t aro covered by RCW 18.27.040 arising against the new Saving. Account number (now account of Washington, Contractor Rogletration Election . and to give receipt of acquittanco thereof for the od and agreed that the bank agree. to )10141 the from.tho Contractor Registration Section The in demand with no other condition of r.Ioaac. .ulrnor • ,Fi 6'o/ /.S / c Ter• 9 Fb# , Cuntrtttor' number 6 THE BACK OF THIS rORM MUST HE SIGNED AND iOTARIZED BY [LANK PERSONNEL elb-oscict CH01 sl'kes MO •olg9 UGod oo y B. LO 44 'e..1 " ig.ou y � I . a rt , it City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Fire Department Review Control #B96 -0199 (511) Dear Sir: PR +. th::. ♦.�tClr;s.' ,.cfxnr.. .:,ewk�.. ... ..:. Y +ie mkr...H. vMe:: July 30, 1996 Re: Short Strokes - 12923 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) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) 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) 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, John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 -4404 • Fax (206) 5754439 c City of Tukwila Fire Department Page number 2 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 104 -4 -4) Maintain fire extinguisher coverage throughout. 2. No point in an unsprinklered building may be more than 150 feet from an exit, measured along the path of travel. (UBC 1003.4) 3. 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. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207.1- 1212.8) 4. 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 1013.1) When two or more exits from a story are required and when two or more exits from a room or an area are required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 1013.3) 5. Obstructions, including storage, shall not be placed John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575 -4439 Page number 3 City of Tukwila Fire Department in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 1203) Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) 6. An approved 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. Local U.L. central station supervision is required. (City Ordinance #1742) Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72, 5- 1.3.4) . The installation of wiring and equipment shall be in accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72 -1- 5.5.4) 7. 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) 8. All electrical work and equipment shall conform . strictly to the standards of The National Electrical Code. (NFPA 70) 9. When walls and ceilings are required to be of fire John W. Rants, Mayor Thomas P. Keeje, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 Page number 4 City of Tukwila Fire Department Thomas P. Keefe, Fire Chief resistive or noncombustible construction, interior finish materials shall meet the requirements of Uniform Building Code 803. The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8 -B of The Uniform Building Code. (UBC 804.1) 10. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 11. 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. Every building shall be accessible to Fire Department 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. (UFC 902.2.2.1, UFC 902.2.1) 12. All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) . This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 575.4404 • Fax (206) 575.4439 Page number 5 Yours truly, C City of Tukwila Fire Department The Tukwila Fire Prevention Bureau cc: TFD file ncd Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575 -4439 :f SHOP1 Colleen McFee Matthew Burtchaell 3836 S 130th St Seattle, WA 98168 Dear Colleen and Matt, P 0 Box 1268 Renton, WA 98057 3 May 1996 The recent survey of my property to the east of yours shows that the high bank along our common property line is mostly on your property. This means that I need your approval to develop my property in a way that best serves my purposes, and which I believe will also be to your advantage. As we have discussed, my intention is to build a residence that has its floor at the general level of your existing driveway so as to "front" on S 130th Street. Below this, I intend to have a shop with display and office area in which I would make and sell the golf clubs (putters and chippers) that I've developed. The floor of this shop would be slightly above the elevation of E Marginal Way and would "front" on that street. The south, west and north walls of this shop would be a retaining wall, allowing the area between the structure and the bank to be filled, raising the ground level between us to approximately the same level as your driveway. These plans were originally based on the assumption that our common property line was at or near the top of the bank between us. Although this has proved to be an incorrect assumption, I feel that the development plan I have been pursuing is still the best one. With your approval, I would like to continue with the original plan and propose the following: 1. I will continue planning to fill the area to the west of my planned building to the approximate level of your driveway. 2. A portion of this filled area would be on your property (which we seem to agree is now a steep, useless and unattractive bank). This would be filled to a level to which we would agree, at my expense. Any topsoil, gravel, pavement, etc on your property would be at your expense. I will continue to keep you informed of my plans and will use my best effort to accomodate your interests to our mutual benefit and future good relations. If the approach I've outlined is acceptable, please show your approval below. R E Schneebeli Owner - 12923 E Marginal Way S AGREED TO: 3. During construction, it may be necessary or desireable to have access to the area to be filled from your driveway. Any damage or undue wear and tear due to equipment on your property would be returned to the original (or better) condition at my expense. Colleen McFee RECEIVED CITY OF TUKWILA JUL 091996 "- )7‘ date a thew rtchae ate PERMIT CENTER Date: 4- Jun - 9617 E9 CD-0)99 From: MIKE -A (MIKE ALDERSON , To: CHRISTY,GAIL,JANE,JOANNA,KATHY- COURT,KELCIE,KROWS -R, IKE- A,PENNY,RICHARD, SHARON,SHELLIE - B,SYLVIA -S Subject: SHORT STROKES ADDRESS Application -name: MHS Message -id: D16CB43101 DEDEDE Mr.R.E. Schneebeli, who is building a structure at 12923 E Marginal Way So., has requested a seperate address for the residential unit that will be on the second floor, above the Golf Club manufacturing business. The residential portion of the building will be accessed from So. 130th Street. I have assigned an address of 3840 So. 130th. St., Tukwila, WA 98168 The property and business address will remain the same. Cc94z Si*n ua�!!?511�5�i'k STATE OF WASHINGTON RECEIVED MAR 141996 TUKWILA PUBLIC WORKS ''..,..*. • „ •;, NUMBER .::: . • ,„: ..:: ;fXPIFIATIOli DATE . ; : 0 gP00 ,,.' 3 AV:P4e PI( tOtt7.f 9 -- Apastmmtnwert. STATE OF WASHINGTON JeltollEXIM2SINTIII eteszsuzwaziwieli=mmor.evin ' 9 MASTER LICENSE gnIVICE REGISTRATIONS AND LICENSES ORGANIZATION TYPE DOMESTIC PROFIT CORPORATION GREGORY E. GRIFFIS CONSTRUCTION, INC. 2042 9TH ST W KIRKLAND WA 98033 DOMESTIC PROFIT CORPORATION RENEWED BY AUTHORITY OF SECRETARY OF STATE The above entity has been issued the business registrations or licenses listed DEPARTMENT OF LICENSING, BUSINESS 8 PROFESSIONS DIVISION, P.O. BOX 9034 OLYMPIA, WA 98507-9034 (360) 753•4401 QIIMICEATIZINIkig.X41=02.022121.11.0T4111=2:=111111.4elkilli=20226, UNIFIED BUSINESS ID ift: 601 010 379 BUSINESS ID 0: 001 EXPIRES : 10-31-1998 II. _A- Off a .r, partment 01 • ensIng 714.4■4112i2M=21101111r 0001092 ZA • iiAt • 4 DETACH TO DISPLAY CERTIFICATE — 1 • DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A GREG0R?.'E ON 2042 9TH ST W '.• • • KIRKLAND WA . 96013 RECEIVED CITY OF TUKWILA SEP 1 7 1996 PERMIT CENTER STATE OF WASHINGTON '11 F6254352.000(3-92) SEPARATE PERMIT REC PIPING ,` OF - TUKWIL.A BUILDING DIVISION REVISIO TO W ORK TROUT ' , —ON. NO ORANGES O R THE OF ILA BUILDING t SCOPE APPo � V P AL S �N D nu oNAL PLAr4 sex ,. ' AND M11AY ING� S FOUND TACK IN LEAD AND CONCRETE IN CASE ."` FILE COPY Plan Check approvats are and %VOval di e rt =tr' nti 1ha11re el nsa tiil'O:tiiitld7m y` nOS anM etl -t to the vlolatio Of Con e ,,a c ne (,t U o i xi , ■ J. t atc+cl CcrA :;I andxT,:`` +oia Receipt krrowledg ) w,:.i;,tansac ti;li'1Y " pate f a F ' ° lJ2-- iRk 0 tiS 9<(/ S EXISTING WOOD —FRAME HOUSE F.F. ELEM. 70.7' WINDOW SILL ELEV. 72.7' LOW ROOF ELEV. 76.7 LOT 24 site plan r en U 13 rn NEW 25' ROOF ELEV. 60.1' LOT 25/26 ESA(T. F. 1ST F. 1092 S ED TO BE TURNAROUND � - TER CED OSURE ELEV. 52.0' ELEV. 63.0' FOOTPRINT ARTIFICIAL PUTTING GRE LOADING AREA -80. 4 ROCKERY RELOCATED BOULDER AND SIGN ,2 C9 .RIM =59.5 Ic =57.5 8 " - IE =57.4' (8 " -SE) � - ❑ CATCH BASIN —0 —STORM DRAIN .0 ORE HYDRANT ® WATER METER $ WATER VALVE —W— WATER LINE GAS VALVE — —GAS LINE — UTILITY POLE PAVE ROAD W NOTE: K.C.A.S. VERTICAL DATUM LEGEND 0 SANITARY SEWER MANHOLE —S— SEWER LINE -- .PT — OVERHEAD ELECTRIC 3c TELECOM. LINE SIGN ®/8 LIGHT proposed SHORT STROKES FACILITY DRIVEWAY o p I S. 130TH EXISTING WOOD -FRAME BUILDING F.F. ELEV. 50.9' N89 °55'55 "Ec 80.27' CB RIM-56.8' IE =55.0' (8 " - NW) ROOF ELEV. 65.3 N85 °58'25 "E 770.62' S T R E E T SMH RIM =52.9' IE =47.0' 18 " -E) IE =47.6' 18 " -W) IE =47.6' 18 " - S) EXTRUDED CURB TYP. In In CID o oq CD 30' TO CL CH N - S FOUND ALUM. CAP IN CASE Qi z F-y In FOUND 3" BRASS CAP IN CASE. CB RIM =52.5' IE= 47.1' ((12 " - NE) IE= 46.6' (18" N) IE= 46.6' (18 " -S) TBM -SPIKE IN UTILTIY POLE ELEV. 53.25' SMH RIM =52.7' IE =46.9' 18 " -E) IE =47.0' 18 " -W IE =48.3' 12 " -N) W f ■■ 0 2' 10' 20' 40' p fti )e 14DIAte VCbI+i Iik iov sheet index(('T_'Lf> 'Re Ai re,d i ARCHITECTURAL DRAWIt' E y Al SITE PLAN AND PROJECT DATA s. �� 'R Ale PARKING PLMVCONTNGENT PARKING PLAN 5 i Alb SITE SURVEY Al FLOOR PLANS AND GENERAL NOTES A3 FOUNDATION/FRAMING PLANS AND STRUCTURAL NOTES A4 BUILDING ELEVATIONS AS BUILDING SECTIONS AND WALL SECTION AS DETAILS LI LANDSCAPE PLANTING PLAN CIVIL DRAWINGS CI EROSION CONTROL PLAN C2 DRAINAGE CONTROL PLAN C3 EROSION CONTROL DETAILS C4 DRAINAGE CONTROL DETAILS project data ADDRESS: TAX PARCEL •: PROPOSED USE CODE: CONSTRUCTION TYPE: BUILDING AREA: OCCUPANCY TYPE: OCCUPANCY LOAD: PARKING REO'D: PARKING PROPOSED: STORIES: HEIGHT LIMIT: LOT AREA: VALUATION: consultants OWNER SHORT STROKES P.O. BOX 1268 RENTON, WA 98051 PH: (206) 112 -1351 CONTACT: BOB SCHNEEBELI ARCHTECT: PETER. SCHROEDER ARCHITECTS AIA 1904 3RD AVE., SUITE 1005 SEATTLE, WA 98101 PH: (206) 223 -0393 CONTACT: H. TODD KILBURN survey notes SURVEY DATA PROVIDED BY HEBRANK STEADMAN ' ASSOCIATES, PS. SHORT STROKES FACILITY 12923 E. MARGINAL WAY 5. TUKWILA, WASHINGTON 134560-1000, 134560-1015 BASEMENT - FABRICATIONTRETAIL SALE OF GOLF CLUBS IST FLOOR - RESIDENCE UBC 1994 V -N BASEMENT - 1014 SF 1ST FLOOR - 1120 SF TOTAL - 2194 SF F2 - GOLF CLUB FABRICATION - 620 SF M - DISPLAY - 309 SF R3 - DWELLING - 1120 SF RETAIL: 10 OCCUPANTS MANUFACTURING: 3 OCCUPANTS 2 PER DUELLING UNIT = 2 OFFICE/RETAIL 25 PER 1000 SF = I WAREHOUSEMANF. 1 PER 1000 SF = 1 TOTAL = 4 (INCL. I ACCESSIBLE STALL) 5 TOTAL ONE WITH BASEMENT 45 FEET OR 4 STORIES 5159 SF '100000 legal description THE EAST 40 FEET OF LOT 25, EXCEPT THE NORTH 165 FEET, AND ALSO LOT 26, EXCEPT THE NORTH 165 FEET AND EXCEPT THAT PORTION DEEDED TO KING COUNTY FOR ROAD, ALL BEING IN BLOCK 13, RIVERTON A REPLAT OF PART OF RIVERSIDE INTERURBAN TRACTS, ACCORDNG TO THE PLAT THEREOF, RECORDED IN VOLUME 13 (DE PLATS, PAGE(5) 36, IN KING COUNTY, WASHINGTON, EXCEPT THAT PORTION CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER KING COUNTY RECORDING NUMBER 1004994. FULL RELIANCE H45 BEEN PLACED IN CHICAGO TITLE INSURANCE COMPANY REPORT UNDER ORDER NO. 451364 DATED FEBRJARY 22, 1556, FOR LEGAL DESCRIPTION AND REVELATION OF EASEMENTS. NO FURTHER SEARCH OF THE RECORD HAS BEEN MADE. FOR ADDITIONAL SURVEY CONTROL AND THE BASS OF THIS SURVEY, AS WELL AS BEARINGS, SEE RECORD OF SURVEY FILED IN VOLUME 101 OF SURVEYS, PAGE 23, RECORDS OF KING COUNTY, WASHINGTON. PROPERTY AREA ECUALS APPROXIMATELY 5159 5F. OR APROXIMATELY 0.11. ACRES. THIS IS A FIELD TRAVERSE SURVEY USING A TOPCON GT5 -45 CALIBRATED AT AN NGS. BASELINE WITHIN THE LAST YEAR NOEL SELLER AVAILABILITY: VALVUE SEWER DISTRICT WATER AVAILIBILITY: WATER DISTRICT 125 LANDSCAPE ARCHITECT: HERMINA EHRLICH DESIGNS 113 NORTH 13RD SEATTLE, WA 58103 PH: (206)154-8604 CONTACT: HERMINA ERLICH $3@iCTURAL /CIVIL ENGINEER KM. MAW ASSOCIATES 810 3RD AVE.. LOBBY 1 SEATTLE, WA 98104 PH: (206) 624 -1146 CONTACT: JOE MAW UTILITIES SHOUN HEREON ARE A COMPILATION OF INFORMATION FROM FIELD DATA AND PUBLIC RECORDS. NO GUARANTEE CAN BE MADE AS TO THE ACCURACY OP THE PUBLIC RECORDS. FELD VERIFICATION 15 NECESSARY, CALL UTILITY LOCATE: 1 -800- 424 -5555 RECEIVED CITY OF TUKWI(A JUL 09 1996 PERMIT CENTER Al sae Pr° '2"61d%7 C "(T) E • 9' X 19' ARTIFICIAL TURF PUTTING GREEN ASPHALT DRIVE TURNAROUND DIIMPSTER FENCED ENCLOSURE proposed SHORT STROKES facility 10' X 30' LOADING AREA PAWING STALL (TY, 9' X 16 COMPACT 16' X 20' ASPHALT DRIVE akk IT' parking plan ' 1' = 10' 13g6 -DID S. 130TH S T R E E T 02' 10' 111 Il1116■■■f ■■■■■■■■■ 20' 40' z X 19 proposed SHORT STROKES facility contingent parking plan 1' =10' S. 130TH S T R E E T .111■■uI• J11111111111111111111• 0 2' 10' 20' 40' Ala RECEIVED CITY OE TUKWILA 3UL 9 1996 PERMIT CENTER cn uJ 0 cc CC o 5 CALL THE EAST 40 FEET OF LOT 25; EXCEPT THE NORTH 165 FEET; AND ALSO LOT 26; EXCEPT THE NORTH 165 FEET AND EXCEPT THAT PORTION DEEDED TO KING COUNTY FOR ROAD, ALL BEING IN BLOCK 13, RIVERTON, A REPLAT OF PART OF RIVERSIDE INTERURBAN TRACTS, ACCRODING TO THE PLAT THEREOF, RECORDED IN VOLUME 13 OF PLATS, PAGE(S) 36, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER KING COUNTY RECORDING NUMBER 1004994. bl o cisq FULL RELIANCE HAS BEEN PLACED IN CHICAGO TITLE INSURANCE COMPANY REPORT UNDER ORDER NO. 451364 DATED FEBRUARY 22, 1996, FOR LEGAL DESCRIPTION AND REVELATION OF EASEMENTS. NO FURTHER SEARCH OF THE RECORD HAS BEEN MADE. UTILITIES SHOWN HEREON ARE A COMPILATION OF INFORMATION FROM FIELD DATA AND PUBLIC RECORDS. NO GUARANTEE CAN BE MADE AS TO THE ACCURACY OF THE PUBLIC RECORDS. FIELD VERIFICATION IS NECESSARY, CALL UTILITY LOCATE: 1- 800 - 424 -5555 FOR ADDITIONAL SURVEY CONTROL AND THE BASIS OF THIS SURVEY, AS WELL AS BEARINGS, SEE RECORD OF SURVEY FILED IN VOLUME 107 OF SURVEYS, PAGE 23, RECORDS OF KING COUNTY, WASHINGTON. PROPERTY AREA EQUALS APPROXIAMTELY 5,159 S.F. OR GPROXIAMTELY 0.1184 ACRES. THIS IS A FIELD TRAVERSE SURVEY USING A TOPCON GTS -48 CALIBRATED AT AN N.G.S. BASELINE WITHIN. THE LAST YEAR. ._ -s s LOT 24 4100 in p PROFESSIONAL LAND SURVEYORS 8884 FIFTH AVENGE SODTH, SEIT7ZR, WISHINGTON 98108 (208) 782 -4982 BOUNDARY AND TOPOGRAPHIC SURVEY FOR SHORT STROKES 20 1 0 0 INDEX (TIVERTON, REPEAT OF RIVERSIDE INTERURBAN TRACTS, VOL. 13, PG. 311,BLOQ(13, LOT 25 &26 NE1 /4, N91 /4, SEC. 15, DP. 23 N., ROE 4 E„ W.M. Id(O COUKIY, WASHINGTON 20 SCALE 1 " =20' K.C.A.S. VERTICAL DATUM 40 LEGEND O SANITARY SEWER MANHOLE S —SEWER LINE ❑ CATCH BASIN — D — STORM DRAIN a .0. FIRE HYDRANT III WATER METER $ WATER VALVE — W— WATER LINE ; GAS VALVE —G —GAS LINE UTILITY POLE — OPT — OVERHEAD ELECTRIC & TELECOM. LINE 1 SIGN DATE APRIL 1996 DRAM BY: SL MAP CHECK: SL FINAL CHECK: JSS 96044 SHEET 1 OF 1 AFOITETT seal /� PETER CF W AERICR STALE N OF A9ftlfCll Alb RECEIVED CITY OF TUKWILA JUL 0 9 1996 PERMIT CENTER key notes GYPSUM WALLBOARD AT EACH FACE AND R -II BATT INSIL. AT ALL WALLS FOR SOUND. 2. GRAB BARS TO CODE AS 5740 Al 3. RECESSED SINGLE ROLL TOILET PAPER HOLDER 4. SINK UU LEVER -TYPE MIXER VALVES. WRAP ALL EXPOSED HOT WATER Pr /. AND TRAP WW/ FOAM INSULATION MATERIAL. 5. SHEET VINYL FLOORING. COLOR PER ARCHITECT. 6. FLOIRE.SCENT LIGHT. NEW MIRROR 2' X 3:5E7: BOi TOM EDGE AT 40' A=F MAX e. PLASTIC OR AUAMINCM TRIM AT TOP, F3OTTOM AND SIDES OF F.R.P. PANELS. 9. WAINSCOT - UMITE FRP. PANELS. 10. TOILET. ll. RIBBER BASE - BLACK 12. 'UNIVERSALAA75EX' TOILET SIGTAOE W/ TACTILE CHARACTERS AND GRADE II BRAILLE r 60' ,4FF. 13. 60' MIN. TURNING RADIUS. O accessible bathroom notes and elevations a 1/4' = 1-0' ALT. ALT. GAS GAS DS . FUR.R OJT WALL AS REO'D B" OWNER INSULATE ALL FURRED WALL, Tr, R2 RI _5' -5 1/2' office 005 FRAME WALL UNDER —� 18' PLUM COUNTER 1 1/2' DIA WOOD HANDRAIL display 006 8080 O.H. DOOR CL 10'-11' 15' -6 1/2' (31& M accessible' ath _ NO / H AREA1NDI 1' / UNCr1TICNED SPACE / / assepibly CONCRETE R TYP/ / / / % / / / / / LOWER FLOOR PLAN - golf club fabrication -1/ scale 1/4' = r -0' 42' -0' 14' -0 1/002 11,3' elevation / / / / fabricatio / // 001,-' / _.✓ / 5080 o. DOOR _! 6060 FIXED 2660 c ASEr€NT - D... TYP I / / / / r / 1, /LEC. 6' -0' SITE VERIFY AREA' 1074 SF EXISTING CONCRETE WALL KEY TRELLIS ABOVE TYP. CONCRETE WALL 2 X 6 WALL c 16' O.C. 2 X4 WALL c 24' 00 GENERAL NOTES L F415 CONTRACT 15 LIMITED TO THE STATEMENT OF WORK AS NOTED IN AGREEMENT 13ET2EEN OWNER AND CONTRACTOR 2.. GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCING WITH WORK 3. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH UADR'C NOTIFY ARCHITECT CONCERNS.. QUESTIONS, CH,NYaES, OR OMISSIONS. S THE EVENT CF CONFLICTS BETUEEN DETAILS AND /OR PLANS OR BETUEEN THE PLANS AND SPECIFICATIONS NOTIFY THE ARCHITECT IMMEDIATELY 4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WOW AND MATERIALS C ACCORDANCE WITH ALL APPLICABLE CITY, COUNTY, AND LOCAL BUILDING AND FIRE CODES AS REQUIRED. 5. CONTRACTOR SHALL VISIT JOB 517E AND VERIFY ALL FIELD DIMENSIONS AND NOTIFY ARCHITECT OR ENGINEER OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK 6. FINISH FLOOR REFERENCE DATUM EQUALS (0' -01 REFER TO TOPOGRAPHIC SURVEY FOR ACTUAL SITE ELEVATION. 7. ALL 11000 IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED U4200 CF ANY SPECIES OR FOUNDATION GRADE. CEDAR OR REDWOOD, ALL MARKED Sr AN APPROVED TESTING AGENCY. 8. ALL 1..000 FORMS USED FOR CONCRETE IN TUE GROUND OR BETWEEN FOUNDATION SILLS AND THE GROND WI-IALL BE REMOVED. 9. NOTE 74,4T DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE OR MASONRY, OR CENTERLINE OF COLUMN (UNLESS OBVIOUSLY 51401LN OR MARLED OTHERWISE. ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE. IF INTENT OR DIRECTION IS UNCLEAR REQUEST CLARIFICATION FROM ARCHITECT PRIOR TO PROCEEDING 3' 3 I/2' 3' -7 1/2' VERIFY W/ MANE EXACT WIDTH REQ'D SEE GENERAL NOTE IN. THIS 51-EET pantry UPPER CA135. kitchen FRAME WALL UNDER -ref. dining / living CEILING eFeAK LINE TY0 ALIGN CATHEDRAL CEILING 10-9' 6060 2060 GdSfl&NT 2'6x6' -6' NL 5' - O' 6LIDER ELEC. PANEL 2 MAIN FLOOR PLAN - dwelling unit scale 1/4' = r -o' W. ALL GYPSUM WALL BOARD IN MOISTURE PRONE AREAS SHALL BE WATER°RO F II. GENERAL CONTRACTOR SHALL PROVIDE BLOCKS. FOR ALL HARDWARE, TOILET ACCESSORIES, LIGHT FIXTURES, BUILT -INS, HANDRAILS, SHELVING, MILLWORK ETC AS REQUIRED. 12. PROVIDE DRAFT STOPS, FIREBLOCKING AND FIRESTOPS AS READ. BY THE U80. l3. ALL ULORC SHALL COMPLY WITH THE UNIFORM BUILDIN. CODE, AND ALL OTHER APPLICABLE CODES. 14. SMOKE DETECTORS SHALL BE IN HOUSE WIRED AND EQUIPPED WITH BACK -UP POUER SMOKE DETECTORS SHALL SOUND AN ALARM THAT IN AUDIBLE S ALL SLEEPING ROOMS. SMOKE DETECTORS SHALL BE PLACED AT LEAST ONE PER LEVEL, ONE IN EACH SLEEPING ROOM, ONE IN THE HALLWAY GIVING ACCESS TO THE SLEEPING ROOMS, AND IF THE ROOM OPEN TO TUE HALLWAY EXCEEDS THE CEILING HEIGHT OF THE HALLWAY BY 24' AN ADDITIONAL CNE SHALL BE PROVIDED IN THAT ROOK 15. IN EACH SLEEPING ROOM AN EGRESS WINDOW OR DOOR SHALL BE PROVIDED THAT HAS 5.7 SF CF CLEAR NET OPERABLE AREA THE SMALLEST CLEAR MINIMUM DIMENSION SHALL NOT BE LESS THAN 20' IN WIDTH OR 24' IN 4E1G40 Ib. PROVIDE A 36' MINIMUM HEIGHT GUARDRAIL FOR EVERY LEVEL GREATER THAN 30' ABOVE A LOVER AREA INTERMEDIATE R 4115 SHALL BE SPACED SUCH THAT A 4' DIAMETER SPHERE CANNOT PA5S. 17. MINIMUM STAIRWAY REOIIREMENTS ARE AS FOLLOWS 36' MIN WIDTH, 6' -5' MIN HEADROOM 8' MAX RISE AND 9' MN RN FOR FOUR (4J OR MORE RISERS PROVIDE A HANDRAIL 34' TO 38' IN HEIGHT, HAND GRIP PORTION TO BE CONTINUOUS AND I I ?' TO 2' IN CROSS SECTION WITH BOTH ENDS RETURNED. I8. THE SENERAL CONTRACTOR SHALL INDEMNIFY AND HOLD THE OLNER/ARCHITECT HARMLESS FOR THE INJURY OR DEATH TO PERSONS AND FOR THE DAMAGE TO PROPERTY CAUSED BY NEGLIGENCE OF THE CONTRACTOR HIS/HER AGENTS, EMPLOYEES OR SUBCONTRACTORS. B 1 AREA' 1120 5F (n.IC. etahuelll PETER W. SCHROEDER STA. OF WAEHNITCH STRUCTURAL NOTES Governing Code: 1994 UBC Design Loads: Roof Live Load - 25 psf Floor Load - 40 psf Wind - 80 mph Exp. B Seismic - Zone 3 Foundation: 2000 psf. To be verified in field. Concrete: Concrete shall be mixed, proportioned, conveyed and placed in accordance with UBC section 2604 and ACI 301. Concrete shall attain a 2 strength of fc = 2,000 PSI and mix shall contain not : 5 -1 sacks of cement per cubic yard and shall be proportioned to produce a slump of 5" or less. Reinforcing Steel: Reinforcing Steel _hall conform to ASTM A615, grade 40, fy 40,000 psi. Welded Wire Fabric shall conform to ASTM A -185, min. lap 8 ". All reinforcing shall be spliced 36 bar diameters minimum except where noted otherwise, and detailed according to ACI Manual of Standard Practice (latest edition). All reinforcing shall be held firmly in place during concrete pour by means of precast concrete blocks for slab on grade and adequate wire ties. Thoroughly wet all reinforcing steel just prior to concrete pour. Chamfer all exposed corners 3/4 ". All concrete shall be cured by keeping it thoroughly wet and protected for at least 7 days. FOUNDATION AND FLOOR FRAMING PLAN scale= !/4' - Dc16--001cri Provide shop drawings of all reinforced steel to Architect and /or Engineer for approval prior to fabrication. Typical Will Reinforcing: 8" wall, #5 @ 12" o.c. each ay, centerline of wall. Min. lap of reinforcing, 36 bar dia. Provide dowel to match wall vertical. Provide corner bars: #4 -0" x 2' -0" @ 12" o.c. Provide additional #5 x horizontal @ 12" o.c. at outside face of wall wall intersection. Min. slab reinforcing: 10x10 WWF. Anchor Bolts: 5/8" dia. @ 32" o.c. Backfill basement wall after the floor structure is complete. Wood Framing: Joists: (2" thick, 5" wide) Beams: (4x or 6x) Posts: (4x or 6x) HEM -FIR No. 1 Fb = 1400 (repetitive) 1400 M -E DOUG - LARCH No.1 Fb = 1500 (single) 825 Fc, 1400 M -E Studs, Plates & Blocking: No. 3, Standard or "stud," 500F Any species allowed, unless otherwise noted. All GL Bms to be 24 FV4 or 24 FVB. Supplier to provide shop drawings and AITC Certificate prior to fabrication. Lumber grading (and stresses) in accordance with WWPA Grading Rules, 1981 edition. All lumber 4" or less in thickness to be marked "S- Dry." All lumber in contact with concrete or masonry or exposed to the weather to be pressure treated (P.T.). Beam, joist hangers, post caps and bases to be Simpson unless shown otherwise (all references on the drawings are Simpson Catalog designations). All beams and posts to have metal framing connectors at all partitions and (3) 2x4 nailed laminated posts under beams, unless otherwise noted. All framing to be nailed per UBC table 250. All woof exposed to weather or in contact with concrete is to be treated. Typical headers to be 4 x 10 - interior wall, 4 x 12 - exterior wall. Provide Simpson H1 connectors at all exterior bearing points of all roof trusses and rafters. Timber Connectors: Where called out by letters and numbers, shall be "STRONG TIE" by Simpson COm. Equivalent devices by other manufacturer may be substituted. Provide Simpson CB and CC for all post -base and post -to -beam connections and Simpson H1 at all trusses and rafters -to -beam connections. Provide Simpson HD2A at all wall connections. Provide number and size of fasteners as specified by manufacturer. All bolts in wood members shall conform to ASTM A307. Provide washers under the heads and nuts of all bolts and lag screws bearing on wood. All nails shall be common galvanized. Deck fasteners shall be high strength aluminum or hot - dipped galvanized l0d nails or 8d deck screws. 51TE VERIFY EXACT 1-EIGHT EXISTING CONCRETE WALL KEY TRELLIS ABOVE TYP. <I a' CONCRETE WALL / ;/1,,r2 2 X 6 WALL • I6' O.C. is 2X4 WALL •24'O.C. ' 2iil,�� LINE OF FOOTING TYP. 0 • 2X10. 24' O.G 1' - 0' ! 6X5 4 1/2' TIP ft 6X8 5'-5 1/1' PRE-tlAnF. 7.55E5 • 24' 0L. CL I0' -II' ih■ ROOF O VEd' ABOVE TY, 14' 0' /T, A ROOF FRAMING PLAN scale" 1/4' = Plywood: All exterior walls are shear walls, See plywood nailing schedule below. Nailing noted below is minimum; see drawing for closer - spaced nailing.. Roof - 5/8" 40/20 exterior glue with l0d nails @ 4" at all edges and 10" o.c. at all supports unless noted otherwise on plans. Walls - 1" plywood with 10d nails @ 4" o.c. at all edges and 10" o.c. at all supports unless noted otherwise on plans. (See plans and details for special nailing.) Floor - 3/4" Index. 48/24 with 10d nails @ 4" o.c. at all edges and 10" o.c. at all other supports. Provide Simpson HPAHD22 at all corners and jambs. Wood Trusses: Wood trusses to be designed for wind uplift pressure of 38 psf (where applicable). Shop drawings to be prepared by a registered structural engineer in the State of Washington and to be fabricated after review by the Building Department, Architect and Structural Engineer. 3' -3 1? - UI/t212X6 COLLAR TIES • 48 O.0 E / f 0 5 -5 Illy m 2/ I . 4• -8 1/1' 3'-7 1/1' 10•_1' 42'-0' 14'-0' 6X 5 10'-4 1?' 10'_9' 10'_1' \ S 4'-5 1/1' 14'-0' 1�1T�!T1TfJ j �ZZi1Jl11 1'^ l J � PRE -11ANF. 7RJ55E5 • 24' O.C. 6X8 5' -5111' 5' -51/1' CL —k 10'-11' 0 RECEIVED CITY OF TUKWILA X01 iiLU97596 ARCHITECT : PERMIT CENTER w. ER cF w AS+gra SCHROED A3 WO' I4' -0' 14' -0' 8'-1' 5'4' ,0 ;9L f •� __. _. .UI S 51ne 51n. I D la _ 2X10 o 16' O.C. ..._.__.... h et Cr 2X10 a Ib' O.C. 2X10 • 16' OC. _.. CONCRETE SLAB - _ - -_ ENTER ROCK V I a O .ljlzl3/� aList,3Nro C =' T 4' CONCRETE SLAB UU 6X6 - 1040 ON 6 MX. VAFOR BARRIER ON 4' dRU5NED 21 µ11F AT � ; -- _ k � A6 6X70 B^7 v A6 6X10,Bn _ 6X10 B11 21- 'I -- m 6 1/2' m n l t X5 1 — j g-`--,'. 10' -11' - _ _TY _ U. S 5 1/1' 0, 1 ?' CIF N- b' -0' 6X70 3n .`J 10' -II' 4' -3' II' -B' ' '� r 517E VERIFY Alai STRUCTURAL NOTES Governing Code: 1994 UBC Design Loads: Roof Live Load - 25 psf Floor Load - 40 psf Wind - 80 mph Exp. B Seismic - Zone 3 Foundation: 2000 psf. To be verified in field. Concrete: Concrete shall be mixed, proportioned, conveyed and placed in accordance with UBC section 2604 and ACI 301. Concrete shall attain a 2 strength of fc = 2,000 PSI and mix shall contain not : 5 -1 sacks of cement per cubic yard and shall be proportioned to produce a slump of 5" or less. Reinforcing Steel: Reinforcing Steel _hall conform to ASTM A615, grade 40, fy 40,000 psi. Welded Wire Fabric shall conform to ASTM A -185, min. lap 8 ". All reinforcing shall be spliced 36 bar diameters minimum except where noted otherwise, and detailed according to ACI Manual of Standard Practice (latest edition). All reinforcing shall be held firmly in place during concrete pour by means of precast concrete blocks for slab on grade and adequate wire ties. Thoroughly wet all reinforcing steel just prior to concrete pour. Chamfer all exposed corners 3/4 ". All concrete shall be cured by keeping it thoroughly wet and protected for at least 7 days. FOUNDATION AND FLOOR FRAMING PLAN scale= !/4' - Dc16--001cri Provide shop drawings of all reinforced steel to Architect and /or Engineer for approval prior to fabrication. Typical Will Reinforcing: 8" wall, #5 @ 12" o.c. each ay, centerline of wall. Min. lap of reinforcing, 36 bar dia. Provide dowel to match wall vertical. Provide corner bars: #4 -0" x 2' -0" @ 12" o.c. Provide additional #5 x horizontal @ 12" o.c. at outside face of wall wall intersection. Min. slab reinforcing: 10x10 WWF. Anchor Bolts: 5/8" dia. @ 32" o.c. Backfill basement wall after the floor structure is complete. Wood Framing: Joists: (2" thick, 5" wide) Beams: (4x or 6x) Posts: (4x or 6x) HEM -FIR No. 1 Fb = 1400 (repetitive) 1400 M -E DOUG - LARCH No.1 Fb = 1500 (single) 825 Fc, 1400 M -E Studs, Plates & Blocking: No. 3, Standard or "stud," 500F Any species allowed, unless otherwise noted. All GL Bms to be 24 FV4 or 24 FVB. Supplier to provide shop drawings and AITC Certificate prior to fabrication. Lumber grading (and stresses) in accordance with WWPA Grading Rules, 1981 edition. All lumber 4" or less in thickness to be marked "S- Dry." All lumber in contact with concrete or masonry or exposed to the weather to be pressure treated (P.T.). Beam, joist hangers, post caps and bases to be Simpson unless shown otherwise (all references on the drawings are Simpson Catalog designations). All beams and posts to have metal framing connectors at all partitions and (3) 2x4 nailed laminated posts under beams, unless otherwise noted. All framing to be nailed per UBC table 250. All woof exposed to weather or in contact with concrete is to be treated. Typical headers to be 4 x 10 - interior wall, 4 x 12 - exterior wall. Provide Simpson H1 connectors at all exterior bearing points of all roof trusses and rafters. Timber Connectors: Where called out by letters and numbers, shall be "STRONG TIE" by Simpson COm. Equivalent devices by other manufacturer may be substituted. Provide Simpson CB and CC for all post -base and post -to -beam connections and Simpson H1 at all trusses and rafters -to -beam connections. Provide Simpson HD2A at all wall connections. Provide number and size of fasteners as specified by manufacturer. All bolts in wood members shall conform to ASTM A307. Provide washers under the heads and nuts of all bolts and lag screws bearing on wood. All nails shall be common galvanized. Deck fasteners shall be high strength aluminum or hot - dipped galvanized l0d nails or 8d deck screws. 51TE VERIFY EXACT 1-EIGHT EXISTING CONCRETE WALL KEY TRELLIS ABOVE TYP. <I a' CONCRETE WALL / ;/1,,r2 2 X 6 WALL • I6' O.C. is 2X4 WALL •24'O.C. ' 2iil,�� LINE OF FOOTING TYP. 0 • 2X10. 24' O.G 1' - 0' ! 6X5 4 1/2' TIP ft 6X8 5'-5 1/1' PRE-tlAnF. 7.55E5 • 24' 0L. CL I0' -II' ih■ ROOF O VEd' ABOVE TY, 14' 0' /T, A ROOF FRAMING PLAN scale" 1/4' = Plywood: All exterior walls are shear walls, See plywood nailing schedule below. Nailing noted below is minimum; see drawing for closer - spaced nailing.. Roof - 5/8" 40/20 exterior glue with l0d nails @ 4" at all edges and 10" o.c. at all supports unless noted otherwise on plans. Walls - 1" plywood with 10d nails @ 4" o.c. at all edges and 10" o.c. at all supports unless noted otherwise on plans. (See plans and details for special nailing.) Floor - 3/4" Index. 48/24 with 10d nails @ 4" o.c. at all edges and 10" o.c. at all other supports. Provide Simpson HPAHD22 at all corners and jambs. Wood Trusses: Wood trusses to be designed for wind uplift pressure of 38 psf (where applicable). Shop drawings to be prepared by a registered structural engineer in the State of Washington and to be fabricated after review by the Building Department, Architect and Structural Engineer. 3' -3 1? - UI/t212X6 COLLAR TIES • 48 O.0 E / f 0 5 -5 Illy m 2/ I . 4• -8 1/1' 3'-7 1/1' 10•_1' 42'-0' 14'-0' 6X 5 10'-4 1?' 10'_9' 10'_1' \ S 4'-5 1/1' 14'-0' 1�1T�!T1TfJ j �ZZi1Jl11 1'^ l J � PRE -11ANF. 7RJ55E5 • 24' O.C. 6X8 5' -5111' 5' -51/1' CL —k 10'-11' 0 RECEIVED CITY OF TUKWILA X01 iiLU97596 ARCHITECT : PERMIT CENTER w. ER cF w AS+gra SCHROED A3 PEAK IS' -4 1/1' TA. PLATE FIRST FLOOR ® 0m BASEMENT 25'-T' PEAK ® 1, -4 I/7' T.O. PLATE FIRST FLOOR BASEMENT PEAK 15, la' TO. PLATE FIRST FLOOR 0 -0 BASEMENT 1/8' - T -0' 1/8' - T-O' 118' - T-0' 0q Digq west elevation 1/8' - T-0' north elevation east elevation south elevation METAL ROOF TYP. BI •IB BI IB BI IB WOOD 'KNEE - BRACE' TYP. METAL GUTTER AND DOWNSPOUT DONNSPOUT TYP. - 4 TOTAL MATCH TWEE -BRACE ANGLE DOUBLE - GLAZED VINYL WINDOWS WOOD LAP SIDING I X 6 WOOD TRIM ROCKERY - WOOD ENCLOSURE TO MATCH SIDING MECHl3TOR AREA A5 REQUIRED BT DINER GABLE VENT TYP. METAL ROOF TYP. WOOD 'KNEE - BRACE' TYP. METAL GUTTER AND DOU.NSPOUT WOOD PANELED GARAGE DCOR W/ GLAZING AT THE UPPERTIW ROWS _ - — OR PER CITY'S REQUIREMENT ENTRY BEYOND DOUBLE - GLAZED VINYL WSNDO 5 WOOD LAP SIDING I X 6 WOOD TRIM ROCKERY METAL ROOF TT, WOOD 'KNEE - BRACE' TYP. METAL GUTTER AND DONSPOUT DOUBLE- GLAZED VINYL WINDOWS WOOD LAP SIDING I X6 WOOD TRIM SHINGLE SIDING DOWNSPOUT TYP. WOOD TRELLIS EXISTING RETAINING WALL WALL MOUNTED LIGHT KEY IA 51MP5GN 141.A74D22 B 5;MP50 N I-878A HOLD naves A4 RECEIED CITY OF T JUL 0 9 1996 PERMIT CENTER O LONGITUDINAL SECTION A scale 1/4' = r -0• 15' -�' RIDGE RIDGE 19'-4 12' TD. PLATE FIRST FLOOR E -m BASEMEN' Kip 25, RIDGE Aup 74' -4' RIDGE 19'-4 I/1' TD. PLATE FIRST FL�R I © CROSS SECTION scale 1/4' - o p r ( office bath g,q,o(qq office stair stair assembly hal bed 2 fabrication Closet _IOF AND CEILING - STANDMG SEAM METAL ROOF, 30• FELT, 5/6' PLYWOOD, R -30 INSULATION, FRE -MA'F. TRUSS PER FRAMING PLAN • 14' 0..C, AND 5/8' G(LB CEILING TYP. DOUBLE GLAZED NNYL WINDOWS TYP. MAIN FLOOR 3/4' PLYWOOD, 2X10 • lb' O.C. PER FRAMING F'LA'N R -19 INSULATION, AND 2- LAYERS 1/1' GIB FOR A 1-HOUR RATING TYP. 1X8 FASCIA BAND STAIRS - (3) 2X12 STRINGERS U RE -MINE HARDBOARD TREADS AND RISERS 2- LAYERS 1/2' GWB AT BASEMENT SIDE OF STAIR FOR 1 -HOUR RATING, AND 1 -14R DOOR CONCRETE SLAB - 4' CONCRETE SLAB W( 6X6 - 10/10 IMF AT CENTER ON 6 MIL. VAPOR BARRIER ON 4' CRUSHED ROCK 2X10 CONTINUOUS RIDGE (2) - S/MP&E4 A35 EACH SIDE TYP (2) 1X6 (ARCHITECTURAL GRADE, • 4' -0' D.C. VL' THRU -BOLT AS SHOW ROOF AND CEILING - ETANDMG SEAM METAL ROOF, 30 FELT 5/8' PLYWOOD, R -30 INSULATION PRE -MAAF. TRUSS PER FRAMING PLAN • 14' O.G. AND 5 /B' OWB CEILING TYP. 4X4 KNEE-BRACE - LAG BOLT TO SOLID BLOCKING TYP EXTERIOR WALL PAINTED WOOD LAP 5 /DING, BUILDING PAFERA4O15E WRAP, I!1' PLYWOOD, 2X6 • 16' CC, R -I9 INSULATION, AND I/2' GILE TYP.. MAIN FLOOR - 3 /4' PLYWOOD, 1X10 • 16' DC PER FRAMING PLAN R -/S INSULATION AND 2- LAYERS 1/2' OWES FOR A I -I-OUR RATING TYP. FOUNDATION - 8' CONCRETE FOUNDATION WALL AND FOOTING • 56 • 11' OL. HORIZ AND • 56 • E. O.0 FEET, AND • 5'S CONT. AT TOP ! OCT. a FTC. CONCRETE SLAB 4' CONCRETE SLAB LLV 6X6 - 10/10 WLF AT CENTER ON 6 MIL. VAPOR BARRIER ON 4' CRUSHED ROCK 2X10 BLOXING • 32' 0..0 THE FIRST 3 BAYS TYP. 0 00 roc 4,0 000 Co. SLOPE AWAY FROM BLDG. 4' Jr c) TYPICAL WALL SECTION scale= 3/4' =1 -0. RODE AND CEILM3 . STANDING SEAM METAL ROT 30• FELT, 5/8' PLYWOOD, R -30 INSULATION, F'RE -MINE. TRUSSES PER FRAMING FLAN, AND 548' GI/43 TYP. AIR SPACE INSULATION PER PLAN VENT BLOCK!.G TOP OF PLATE • 19' -4 I/2' r PRE - FORMED ALUMINUM GUTTER r 1X8 FASCIA HEADER - SEE FRAMING PLAN W/ 2 - CRIPPLES EACH END TIP. SEE FRAMING PLAN FOR OTHER CONDITIONS DOUBLE-GLAZED WINDOWS TYPICAL EXTER WALL - WIOOD LAP SIDING, I -MOUSE IGRAP/BLDG. PAPER 1/2' PL YIAI OO. 1X6 • 16' D.C. R -I9 INSULATION, AND VI' GLLB PROVIDE 3 - 2X6 ON EACH SIDE OF OPENING FOR OPENINGS UP TO 7' -0' HIGH PROVIDE 4 - 2X6 ON EACH ROE OF OPENING FOR OPENING BETWEEN 7' -0' AND 12' -0' HIGH MIDDLE FLOOR - 3/4' PLYIC -CD, 1X10 • 16' OC W/HANGERS PER FRAMING PLAN, R -I9 INSULATION, AND 2- LAYERS I/2' OILS FOR A I -HOUR RATING TIP 1661 NAILS AT 4' O.C. - 2 ROWS MIDDLE FLOOR • 1l'-0' (SUB FLOOR) TOP OF CONCRETE • 10' -8 3/4' 2X TREATED PLATE W/ 5/8' X 9' ANCHOR BOLTS e 24' O.0 TYR FOUNDATION - 8' CONCRETE FOUNDATION WALL AND FOOTING • 5'S • 12' OL. HOROZ TYP. AND • 56 a 8' OC VERT. TYP. AND 1 •5'S CUNT. AT TOP I BOTTOM F/NISN GRADE • vAR/ES - SEE ELEVATIONS WATERPROOF MEMBRANE AT ALL CONCRETE WALLS BELOW GRADE TIP. 7X4'5 • 14' OC MIL R-IN INSULATION AND 1/2' GIB TYPICAL. PROVIDE VAPOR BARRIER AND /OR WATERPROOF MEMBRANE WY -MERE ROOD BETWEEN WOOD FRAMING AND CONCRETE WALL TYPICAL CONCRETE ELAN - 4' CONCRETE SLAB IU/ 6X6 - 10/10 ULF AT CENTER ON 6 MIL. VAPOR BARRIER ON 4' CRUSHED ROCK 'N DOWELS TO MATCH VERTICAL REI/FORCING LOLER LEVEL EN FL. • 0' -0' EAST WALL - R -10 RIGID INSULATION - EXTEND BACK 24' HORIZ TIP 4' PERFORATED FOOTING DRAIN IN GRANULAR FILL TYP. TONTLINE TO APPROVED DRAINAGE SYSTEM A5 9 O hold down * concrete wall 1' -1' -0' 2X BLOCKING O interior footing * bearing wall 1' =1' -0' exterior SLOPE m o . e o c� 6 I c ° a o 11-111 _1 1--, 1 ° ! II I °' -' i l - 1 1 Hi 1 i - 11- east wall footing �� 1.- T -O' 1' -6' interior thickened edge garage 1.- T -0' 2X PER FRAMING PLAN WMMIGERS TYP. (2) LAYERS IR' GU$ 1/2 GWB EACH FACE TYP. 2X4 • 16' O.C. TYP. CONCRETE SLAB 2X4 TREATED PL • TE W/5/8' AB • 32' O.C. 2 - 5 BARS CONTI UOUS HORIZONTAL GWB/SHINGLE SIDING WHERE OCCURS LAP /SHINGLE SIDING URIERE OCCURS 1/2' PLYWOOD EACH SIDE - BASEMENT FLOOR ONLY 2X TREATED PLATE W/ 5/8'X9' AB • 24' 00. 5 1/2' CONCRETE WALL 5'S • 12' OL. WERT. I - 5 BAR CONTINUOUS HORIZ • TOP AND I - 5 BAR CONTINUOUS HORIZ • MIDPOINT -- CONCRETE SLAB 2 - • BARS CONTI CO. HORIZONTAL ' I ', -1! I I_II I I I I-1 0 LANDSCAPE -- ® international symbol of access 1' - 1'-0' O accessible parking sign 6 1/2' —1' -0' •— ASPHALT —•– O accessible ramp 1/2' - 1' -0' 8 O interior footing * concrete wall a 1 ' -0 ' 3' TYP. BORDER NOTES: I. PROVIDE 2 COATS OF PAINT. 2. COLOR TO BE BLUE - EQUAL TO 1 15090 IN FEDERAL STANDARD 555A. 3. SYMBOL SHALL SE LOCATED AT THE CENTER OF NE PARKING SPACE - SEE SITE PLAN. BLUE BACKGROUND WITH` WHITE SYMBOL AND LETTERING REFLECTORIZED PORCELAIN ENAMEL STEEL SIGN W/ BEADED TEXT OR EQUAL I' WHITE LETTERS W/ STD. WORDING PER ACCESSIBILITY CODE REQ'MTS 2' DIA. GALV. STL. POST CENTERED ON ACCESSIBLE STALL - PAINT POST WHITE. VERIFY POLE MOUNTED SIGNS W/ ARCHITECT MAX. SLOPE = 1:12 FLUSH W/ ASPHALT SCORE JOINT TYP. LIGHT BROOM FINISH S' CONCRETE CURB 2X TREATED PLATE W/ 5/8'X9' AB • 24' 00. 20 PER FRAMNG PLAN WMANGERS TYP. 2 - 5 BARS CONTINUOUS HORIZONTAL 5'S• 12' 0, EACH WAY ASPHALT —� CONCRETE WALK OVER 4' CRUSHED ROCK 6X6XWI.4XWI.4 WWM 1/2' RADIUS FINISH GRADE sidewalk edge ED - T-0. CONCRETE WALK OVER 4' CRUSHED ROCK 6X6XWI.4XWI.4 UIPM FLUSH TYP. AC PAVING OR CONCRETE OVER CRUSHED ROCK BASE ®® asphalt /concrete transition 1' -1' -0' CONCRETE CURB EPDXY TO PAVING 1/2' RADIUS TYPICAL ASPHALT PAVING OVER 4' CRUSHED ROCK ❑ ��I❑` C�� ❑o � ° o C ��o �r� —I 1 1 1 =11 1_1 1 1 =1 —: 1 -i— —� -II — extruded curb 1' T-0' FINISH GRADE EXTRUDED CONCRETE CURB I/2' RADIUS TYPICAL ASPHALT PAVING OVER 4' CRUSHED ROCK NOTE: PROVIDE FIBER EXPANSION JOINTS IN SIDEWALK PER STRUCTURAL W/ SCORE JOINTS AT 3' -0 O.C. 11 11 s-- I1 I - -1 RECEIVED CITY OF TUKWIL4 JUL 0 9 1996 PERMIT CENTER RELOCATED BOULDER AND SIGN I i t , ���r P■10010*- AF--.'1 I ARTIFICIAL TURF " A ®i ,PUTTING GREEN .I il t 1 791/ • ® ° :1 ►N VIJ grArembit),,,,e.0.-iggs,......000,r,1.- !!!11.1 ►�!lw� i ��t =� = ►�� /, proposed �. SHORT STROKES facility E9 landscape planting plan 1° =10' . 130TH S T R E E T 0 2' 10' 20' 40' PLANT LIST TYPICAL PLANTING DETAILS NoT 5c <= ctr. sym. botanical /common name TREES ® Acer circinatum /Vine Maple ThuJa occidenta Iis 'Emerald'/ Emerald Columnar Arborvitae Fraxinus oxycarpa 'Raywood' /Raywood Ash size/root/spacing/remarks 6' ht. min., 5415, 5' o.c. 6' ht. min., 545, 4' c.c., full 2° cal. min., 545, 25' o.c. or as shown, clear trunk to 6' ht., full SHRUBS Q Abella g randiFlora /Csloss Abelia IS ht. min., 4' o.c., full B Derberis verruculosa/Warty 15arberry IS ht. min., 4' o.c., full O Gistus iadanifer /Crimson -spot Rockrose 15' sp. min., 3' o.c., full Cotoneaster congestus /Pyrenees Caton. 15' sp. min., 3' o.c_, full A Nandina domestics 'I- larbor Dwarf' /N.D. Nan. 1 g 4 l. can, IS' o.c., full ® Nandina domestics /1- leavenly- bamboo iS' ht. min., 4' o.c., full ® Pinus mugo mugo/Mugho Pine 12° sp. min., 3' o.c., full GROUNDGOVERS plant groundcover in triangular pattern 1111111 Arctostaphylos uva- ursi/Kinnikinnick 4° pots, 16' o.c. /// Thymus praecox arcticus /Creeping Thyme 4' pots, 15' o.c. Vinca minor /Periwinkle 4° pots, 18' o.c. HERMINA EHRLICH DESIGNS orchtec�ct r & site pkrrig 7 north 73 street seattle. wa 98103 Ph 206- 784 -8604 Ix 206- 789 -8955 STATE OF WASHINGTON n M REGISTERED LANDSCAPE ARCHITECT • HERMINA EHRLICH c,PII :EIS; E Hc. 385 L1 ECEIVED CITY R OF TUKWILA JUL U 9 1996 • PERMIT CENTER s FOUND TACK IN LEAD AND CONCRETE IN CASE 10' REAR BUILDING SETBACK PROTECT CB WITH FILTER FABRIC s EXISTING WOOD -FRAME HOUSE F.F. ELEV. 70.7' WINDOW SILL ELEV. 72.7' LOW ROOF ELEV. 78.7' LOOT 24 pq&-0/11 site plan 1' =10' C 'I CRETE TRW CB RIM =59.5' IE =57.5' 8 " -W) IE =57.4' 8" -SE) NOTE: K.C.A.S. VERTICAL DATUM LEGEND Q SANITARY SEWER MANHOLE —S— SEWER LINE ❑ CATCH BASIN —D— STORM DRAIN FIRE HYDRANT El WATER METER $ WATER VALVE —W— WATER LINE GAS VALVE --G — GAS LINE UTILITY POLE — OPT — OVERHEAD ELECTRIC & TELECOM. LINE SIGN ®,® LIGHT proposed SHORT STROKES FACILITY ROOF ELEV. 60.1' �• U ' NEW 25' DRIVEWAY I 2 I I S. PAVE, ROAD I N8.5�58'25 "E 770.62'i — i 130TI S T R E E T _________ i G I I i W -- N89 °55'55 "80.27' I CB RIM =56.8' 10=55.0' (8 " -NW) EXISTING WOOD - FRAME BUILDING F.F. ELEV. 50.9' MATCH EX- ROOF ELEV. 65.3' SMH RIM =52.9' IE =47.0' 18 " -E) IE =47.6' 18 " -W) IE =47.6' 18 " -S) 0 0 / o O O O • • OaO0O 0 ogogo *q�gogo O000O %CO pe • 0000 • ;O O V.,i;0.10, O' To N FOUND ALUM. CAP IN CASE ti CO (I) FOUND 3" 'BRASS CAP IN CASE. I i CB RIM =52.5' IE =47.1' 1 " -NE) IE =46.6' 18 " -N) IE =46.6' 18 " -S) 2 0 TBM -SPIKE IN UTILTIY POLE ELEV. 53.25' SMH RIM =52 .7' IE =46. 18 " -E) IE =47.0' 18 " -W) IE =48.3' 12 " -N) m ! 0 2' 10' 20' 40' [EXPIRED 10/24/ QG RECEIVED CITY OF TUKWIIA JUL 0 91996 PERMIT CENTER These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: REV DATE DESCRIPTION BY SHORT STRC? DES FACILITY TUKWILA, WA8HINGITON EROSION CONTROL PLAN K. M. MAW CONSULT1NQ ENOINEER CENTRAL BUILC•INQ SEATTLE,WASHINQTON 98104 TELE. (206) 624 -7146 SCALE 1" - 20' - PROJ. NO. DRN DATE - - 96 - 24 Cl NC ' DATE I>RAW. NO. APP D DATE CH s FOUND TACK IN LEAD AND CONCRETE IN CASE 10' REAR BUILDING SETBACK PROTECT CB WITH FILTER FABRIC s EXISTING WOOD -FRAME HOUSE F.F. ELEV. 70.7' WINDOW SILL ELEV. 72.7' LOW ROOF ELEV. 78.7' LOOT 24 pq&-0/11 site plan 1' =10' C 'I CRETE TRW CB RIM =59.5' IE =57.5' 8 " -W) IE =57.4' 8" -SE) NOTE: K.C.A.S. VERTICAL DATUM LEGEND Q SANITARY SEWER MANHOLE —S— SEWER LINE ❑ CATCH BASIN —D— STORM DRAIN FIRE HYDRANT El WATER METER $ WATER VALVE —W— WATER LINE GAS VALVE --G — GAS LINE UTILITY POLE — OPT — OVERHEAD ELECTRIC & TELECOM. LINE SIGN ®,® LIGHT proposed SHORT STROKES FACILITY ROOF ELEV. 60.1' �• U ' NEW 25' DRIVEWAY I 2 I I S. PAVE, ROAD I N8.5�58'25 "E 770.62'i — i 130TI S T R E E T _________ i G I I i W -- N89 °55'55 "80.27' I CB RIM =56.8' 10=55.0' (8 " -NW) EXISTING WOOD - FRAME BUILDING F.F. ELEV. 50.9' MATCH EX- ROOF ELEV. 65.3' SMH RIM =52.9' IE =47.0' 18 " -E) IE =47.6' 18 " -W) IE =47.6' 18 " -S) 0 0 / o O O O • • OaO0O 0 ogogo *q�gogo O000O %CO pe • 0000 • ;O O V.,i;0.10, O' To N FOUND ALUM. CAP IN CASE ti CO (I) FOUND 3" 'BRASS CAP IN CASE. I i CB RIM =52.5' IE =47.1' 1 " -NE) IE =46.6' 18 " -N) IE =46.6' 18 " -S) 2 0 TBM -SPIKE IN UTILTIY POLE ELEV. 53.25' SMH RIM =52 .7' IE =46. 18 " -E) IE =47.0' 18 " -W) IE =48.3' 12 " -N) m ! 0 2' 10' 20' 40' [EXPIRED 10/24/ QG RECEIVED CITY OF TUKWIIA JUL 0 91996 PERMIT CENTER These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: S FOUND TACK IN LEAD AND CONCRETE IN CASE g9& w/ D199 EXISTING WOOD -FRAME HOUSE F.F. ELEV. 70.7' WINDOW SILL ELEV. 72.7' LOW ROOF ELEV. 78.7' LOT 24 N89 °55'55 "80.27' : '111Mi_ �; -� 1 . . ' EAR C BUILDING SETBACK CLEANOUi, 77P V4' WATER 2x MIN. SLOPE P . 1 CS W/ OIL/WATER SEPARATOR 52.0 FINISH EL. TYP / RE 50.5 fE 48.5 f:DS -I.J 10 4' 0IA ` DUL= 2% MIN. SLOE ▪ (9 GI r' OPT K(Z7 CB RIM =59.5' IE= 57.5' (8"-W) IE =57.4' 8 " -SE) S ROAD proposed SHORT STROKES FACILITY NEW NOTE: K.C.A.S. VERTICAL DATUM I EGEND SANITARY SEWER MANHOLE —S— SEWER LINE O CATCH BASIN — . STORM DRAIN �L FIRE HYDRANT ® WATER METER $ WATER VALVE — W— WATER LINE I GAS VALVE — G — GAS LINE UTILITY. POLE —.PT— OVERHEAD ELECTRIC & TELECOM. LINE SIGN W/D LIGHT ROOF ELEV. 60.1' 25' i RIVEWAY I S. 13OT i I G I I Q 1 I � N85 E 770.62' CB RiM =56.8' IE =55.0' (8 " -NW) S T R E T EXISTING WOOD -FRAME BUILDING F.F. ELEV. 50.9' ROOF ELEV 65.3' SMH RIM -52.9' IE 47:0' 18 " -E) IE 47.6' 18 " -W IE 47.6' 18" -5) H- TO C FOUND ALUM. CAP IN CASE Qi z IY Qi ink site plan �I r 0 FOUND 3" BRASS CAP IN CASE. ,R CPT I/3 -G CB RIM 52.5' IE =47.1' 12 " -NE) IE -46.6' 18 " -N IE 46.6' 18 " -S v 0 0 4- 0 TBM-SPIKE IN STILTS POLE ELEV. 53.25' SMH 0 RIM-52.7' IE =46.9' 18 " -E) IE =47.0' 18 " -W) IE =48.3' -N) w 0 2' 10' 20' 40' aSG� RECEIVED CITY OF TUKWILA JUL 0 9 1996 PERMIT CENTER These plans have been reviewed by the Public - Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: 4,-i3 -% By: REV DATE DESCRIPTION BY SHORT E TROKE8 PACILFTY TUKWILA, WABFAINCirrON IDRAINAQE CONTROL PLAN K. M. MAW CONBULTINQ ENQINEER CENTRAL_ BUILT INQ 8EATTLE X8104;, TELE. (206' 824 -7140 SCALE 1" - 1O' -0" PR O.J. NQ. DRN DATE6 -19 -96 96 -24' CHK BATE DRAW. NO. APP'D DATE C S FOUND TACK IN LEAD AND CONCRETE IN CASE g9& w/ D199 EXISTING WOOD -FRAME HOUSE F.F. ELEV. 70.7' WINDOW SILL ELEV. 72.7' LOW ROOF ELEV. 78.7' LOT 24 N89 °55'55 "80.27' : '111Mi_ �; -� 1 . . ' EAR C BUILDING SETBACK CLEANOUi, 77P V4' WATER 2x MIN. SLOPE P . 1 CS W/ OIL/WATER SEPARATOR 52.0 FINISH EL. TYP / RE 50.5 fE 48.5 f:DS -I.J 10 4' 0IA ` DUL= 2% MIN. SLOE ▪ (9 GI r' OPT K(Z7 CB RIM =59.5' IE= 57.5' (8"-W) IE =57.4' 8 " -SE) S ROAD proposed SHORT STROKES FACILITY NEW NOTE: K.C.A.S. VERTICAL DATUM I EGEND SANITARY SEWER MANHOLE —S— SEWER LINE O CATCH BASIN — . STORM DRAIN �L FIRE HYDRANT ® WATER METER $ WATER VALVE — W— WATER LINE I GAS VALVE — G — GAS LINE UTILITY. POLE —.PT— OVERHEAD ELECTRIC & TELECOM. LINE SIGN W/D LIGHT ROOF ELEV. 60.1' 25' i RIVEWAY I S. 13OT i I G I I Q 1 I � N85 E 770.62' CB RiM =56.8' IE =55.0' (8 " -NW) S T R E T EXISTING WOOD -FRAME BUILDING F.F. ELEV. 50.9' ROOF ELEV 65.3' SMH RIM -52.9' IE 47:0' 18 " -E) IE 47.6' 18 " -W IE 47.6' 18" -5) H- TO C FOUND ALUM. CAP IN CASE Qi z IY Qi ink site plan �I r 0 FOUND 3" BRASS CAP IN CASE. ,R CPT I/3 -G CB RIM 52.5' IE =47.1' 12 " -NE) IE -46.6' 18 " -N IE 46.6' 18 " -S v 0 0 4- 0 TBM-SPIKE IN STILTS POLE ELEV. 53.25' SMH 0 RIM-52.7' IE =46.9' 18 " -E) IE =47.0' 18 " -W) IE =48.3' -N) w 0 2' 10' 20' 40' aSG� RECEIVED CITY OF TUKWILA JUL 0 9 1996 PERMIT CENTER These plans have been reviewed by the Public - Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: 4,-i3 -% By: � �. t4 fT:! : i i = ' II .� ��.•. , .II 6' N '. ' FENCE POTS 0.C„ TYP, 6 M•X REV DATE DESCRIPTION gy SHORT STROKES F ACILITY TUKWILA, WA HINLITOIV EROSION CONTROL IQETAILB K. M. MAW CONSULTINQ ENOINEER CENTRAL- Et UILbINGI BEATTLE,WABHINOTON 99104 TEL-E. (206) 624 -71415 SCALE PROD. NO. 96-24 DAN DATE -19 -96 CFiIG DATE DRAW. NO. C-3 APPD DATE � �. t4 fT:! : i i = ' II .� ��.•. , .II 6' N '. ' FENCE POTS 0.C„ TYP, 6 M•X NOTEi No Clearing or Excavation Except for That Required for Placement of Straw Bales. - -Stake Bales to / Maintain Position j As Required. USE STAPLES OR WIRE RINGS TO ATTACH FILTER FABRIC TO WIRE FENCING Longitudinal Section Temporary Sedimentation Facility Detail ELEVATION Cross Section Silt Fence Detail Sedimentation Control Straw Bales As Regwred, -- \ 1' Min. Freeboard. Natural Ground Line / FILTER FABRIC MATERIAL, MIRAFI 100X OR EQUAL \ 2'x2'x14 GA. WELDED WIRE FENCING OR EQUAL STANDARD NOTES — FILTER FABRIC FENCE DETAIL Firmly Embed Posts (Metal or Wood) 8' - 0' U.C. Max. Filter Fabric Secured To Fence (MMafi MOX or Equal). Industrial Polypropylene Netting or Wlre Fencing Fabric Secured To Post. Trench- 0.5' Min. Depth. Toe Fabric Into Trench and BackfM With Native Material. I. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, THE FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 - INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE POSSIBLE). THE FENCE POSTS SHALL BE PLACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). A TRENCH SHALL HE EXCAVATED, ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP, UNSLOPE AND ADJACENT T7 THE POST TO ALLOW THE FILTER FABRIC TO HE BURIED. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY - DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALT. NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5.5' MAX 3/8' -3/4' MIN. WASHED GRAVEL FILTER FABRIC FENCE DETAIL Dq6 q NO SCALE 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC. SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA- STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. N S U C H A C A S SE THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE 5 APPLYING. 7. THE TRENCH SHALL BE BACKFILLED WITH 3/4 -INCH MINIMUM DIAMETER .WASHED GRAVEL. 8. FILTER FABRIC FENCE SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UNSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. O. FILTER FABRIC SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 25' R 12' MINIMUM THICKNESS 4' -8' QUARRY SPALLS UNDISTURBED GROUND BURY FILTER FABRIC IN A GRAVEL - FILLED TRENCH SF, a 4,14, TEMPORARY CONSTR. ACCESS N❑ SCALE STORM DRAINAGE - GENERAL NOTES All work to comply with Tukwila department of Public Works requirements. The storm drainage system shall be constructed according to the approved plans which are on file in the Tukwila Department of Public Works. Any deviation from the approved . plans will require written approval from the City of Tukwila Department of Public Works. A copy of these approved plans must be on the ,Job site whenever construction Is in progress. All required storm water detention /retention facilities must be constructed and In operation prior to any paving, unless otherwise approved by the City of Tukwila Department of Public Works., The Contractor to determine the locations of all existing utilities and structures, that might be affected by this construction, to avoid damage or disturbance. The Contractor to verify elevations and dimensions that will affect this work. a) PVC - ASTM 3034 SDR 35 for pipe 12' In diameter and less. All pipes to have a minimum slope of 2% except detention pipe .0.005. - Minimum cover over pipes to be 2' -0'. Bedding to be Class B for concrete pipe. Bedding to be per APWA Sec. 61 -3.03D for other pipe and compacted to 95%. Backfill to be compacted to 955 maximum density, by mechanical tampers, in paved areas. Inspection of Storage Facility is required prior to covering with earth, Provide temporary detention and silt control facilities as required to prevent silt laden waters from leaving the site and /or entering the City Sewer System. All roof drains shall be tight -lined to the Bit Water Separator., Any storm drain connected to (3) three or more downspouts must be at least 6' In diameter. Footing drains to be PVC, ASTM 2729. Footing drains must enter a Type 241 catch basin before entering the storm drain system. Contractor to verify all elevations and dimensions before commencing of construction. MAINTENANCE All catch basins are to be cleaned of accumulated materials twice each year. c0 00 p1\IG gg6 gu1�aING OINISIGP NOT FOR CONSTRUCTION FOR BUILDING DEPT SUBMITTAL ONLY u O L N I L ill RECE14E0 CITY OF TUKN7LA J li l_ 6 5 1956 PERMIT CENTER NOTE' Th. Catch Basin . For Installations m Alleys and unpaved areas . the Right-of- Way, Any other use M the R/W require approval of Operations clivIsMn and Dramage Design section. Level Mg Brick Or F'recast Riser 4' Min. V Hp !Typ., 16' Max. 8' MM, A I.E.• m A Pipe Connected,' to Approved , Outlet Type 9 Mmer 44 @ 12' Ea. a Aggregate W/ PortIand 4' 24' A• Section A-A No Sctle Section B-B No Scale >3> 43G11 For 12 Riser ,e) .3n For 6 Rise\ 1_ F Precast Base Catch Basin Type 241. qb otyl Section D-D No Scale L ;-; Section E-E Precast Riser Reinforcing L MaterMl Concrete- f, = 4,000 p.A. Rem,. Steel ASTM A615 GR 60. WELDED ELBOW W/ ORIFICE DRILLED- MAX IN END PLATE CONCRETE CL. 5(3/4) ' 8' DIA PIPE (MIN) 45° ELBOW CONIC FOOTING SEE SHEET S2 REMOVABLE — k WATERTIGHT \ COUPLING (OPTIONAL) REQD ELEV, ELBOW DETAIL NO SCALE 6' SOCKET T-FITTING (PVC) 6' DOWNSPOUT -- 6' STORM DRAIN TYP DOWNSPOUT/ STROM DRAIN CONN CAST IRON FRAME AND COVER FIBER JOINT PACKING BUILDING FOUNDATION WALL, SEE SHEET 52 SLAB PER PLAN—, NO SCALE SQUARE pir 45• ELBOW 6' DIA PVC TYP NOTE: FOR FURTHER DETAILS, SEE CITY OF SEATTLE STD PLAN No. 280 (WITH DOPAR EXCEPTIONS) TYP CLEANOUT NO SCALE 6° MIN AT LOW POINT 411WIIWIWI.11 18' MIN. s TYP CLEANOUT NO SCALE SLOTTED GRATE YARD DRAIN DETAIL SINGLE DOWNSPOUT CONN TO STORM DRAIN 1/2' NO SCALE 8-3/4' co I cti 7' r 7-3/4' .L 8' , t 15' KNOCKOUT LOCATIONS PER PLAN FILL BASE OF YARD DRAIN W/ CONCRETE MIX, AS SHOWN NO SCALE 6' DOWNSPOUT TO STORM DRAIN 6' SOCKET 90° ELBOW (PVC) 1/8' RAISED - 1/2' WIDE BORDER 2' RAISED LETTERS PACKING CONNECTION TO DOWNSPOUT, SEE DOWNSPOUT TO STORM DRAIN CONN ABOVE Aos 1,1■2 4' OR 6' DIA F'•P4eE FOR ROOF DRAINS (TIGHTLINE) GRAVEL BACKFILL NON-WOVEN FILTER FABRIC MIRAFI 140N OR APPROVED EQUAL SURROUND PIPE W/ MIN 6' OF GRAVEL BACKFILL FOR DRAINS 4' DIA PERE, PVC PIPE, PERFORATIONS DOWN, MEETING THE REQUIREMENTS OF ASTM 2729 JOINTS ARE GLUED. SLOPE TO STORM DRAINAGE SYSTEM. PROVIDE CLEANOUTS AT ALL HORIZ. OR VERT, ANGLE POINTS. NOT FOR CONSTRUCTION FOR BUILDING DEPT SUBMITTAL ONLY DATE DEBORicrnON SHORT ISTROKEE1 PACIL-FTY w.e.stmc3frot., DRAINAQE CONTOFIL- DIETAILS K. M. MANN/ Ca183U1-111 ENGINEER CENTRAL EtUIL.C>INCI 13F-ATT1-0,WA131-11NCNTONI 08104 TEL-E. (2015) 824-7148 SCALE DAN - ID 61996 01-1K IDAm • APP'D IDA1E PRCD.J. 140. 96-24 NO. C-4