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HomeMy WebLinkAboutPermit 6551 - Crystal Ridge Apartments - GarageCR15TAL t.i12)(ade i kPTe5 (*mtt FOR REVISIONS PLEASE SEE BP #6543 -6550 PROPERTY OWNER Citizens Service Corporation PHONE= ADDRESS 2495 140th Avenue N.E., Bellevue, WA 98005 CONTRACTOR Steinvall Construction Co. PHONE 822-6440 ADDRESS • P.O. Box 2458, Kirkland, WA ZIP 98083 WA. ST, CONTRACTOR'S LICENSE # STEINCC131CQ EXP DATE 2 - 11 - 91 ARCHITECT Roger Newell Architects PHONE 322 -1192 ADDRESS 1102 19th Avenue East, Seattle, WA ZJP 98112 USE rC0 Cog 3 : OMPLIA4C.t.' l 0 FLOOR. FLOOR _ SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD TOTAL TYPE CMS .: V -1 hr UBC EDITION ( 1988 SETBACKS: N- S - E Yes Q No W- (through Public Works) FIRE PROTECTION: @Sprinklers Q Detectors Q N/A UT ILIT Y PERMITS REQUIRED? ( ZONING: R -4 BAR /LAND USE CONDITIONS? ® Yes ONo CONDITIONS (otner than those noted on or attached to permit/plans) AMOUNT 162.00 105.00 4.50.: TOTAL - 27 PLAN CHECK NO.: 89 -369 CITY OF TUKWILA Dept. of Community Development- Building Division 5300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: SITE ADDRESS :75 PROJECT NAME/TENANT P ASSESSOR ACCOUNT # 359770 200 -0 Cry} stal Ridge A Apartments TYPE OF J New Building U Addition LJ Tenant Improvement (commercial) LJ Demolition (building) Grading/Fill WORK: Q Rack Storage Q Reroof Q Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: APPROVED FOR ISSUANCE BY: A � j A ;;�i'�( Parking garage. 9). I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of Iav 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 perf rmance of work. I an authorized to sign for and obtain this building permit. SIGNATURE: BULDIF3 PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE OTHER: DESCRIPTION SUITE # VALUE OF CONSTRUCTION - 14,520.00 BUILDING OFFICIAL DATE: _ y _ it \, ► �r' � DATE: �� .,y 1 111 i vw PRINT NAME: \ y ( t= ) �._ /`w r., 0 ►? l-" COMPANY: ti= ) t\.1 \r!tLL. C c k.NS1•�,_•_,••. 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 160 days from the last inspection. CERTIFICATE OF OCCUPANCY NO. DATE ISSUED: PERMIT NO. • CONTACTED DATE READY DATE NOTIFIED BY: (init.) ' PERMIT EXPIRES • 2nd NOTIFICATION 3RD NOTIFICATION .._. BY: (init.) BY: (init.) AMOUNT OWING J� 1 � ( , 00 PLAN CHECK NUMBER `ci -,36 Tort 4 6i'% to PpAr - tmkn+ R u►tat LI 13 Par k1 ny cti 0,5 R�L(.eo,t∎ Sut k\lr • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. INSTRUCTIONS TO STAFF • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) r; UQI : SQUARE EET TOTAL ................ SQUARE BUILDING PERMIT APPLICATION TRACKING PROJECT NAME SITE ADDRESS SUITE NO. QC SQUARE SQUARE OC . •;,_p .:., 243 •• LO DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. REVIEW COMPLETED INIT: /2./61 1 TYPE OF CONSTRUCTION: INIT: SQUARE OCC. LOAD TOTAL SQUARE FEET PAR TMEN' BUILDING - initial review t FIRE PLANNING PUBLIC WORKS 0 OTHER OBUILDING - final review ROV RE Q UIREME NTS i / Oflll i0l l`°,`` 10- 2G, -q0 CONSULTANT: Date Sent - q -j f-Ck Date Approved _JROUTED) INIT: FIRE PROTECTION: ZONING: REFERENCE FILE NOS.: UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: IN -: MINIMUM SETBACKS: N- S- 5 t2 -9/ S• rinklers Detectors ■ N/A BAR/LAND USE • DIT •NS? Yes UBC EDITION (year): TOTAL OCC, LOAD SITE ADDRESS SUITE # 62nd Avenue SW & Sunwood Blvd. VALUE OF CONSTRUCTION - $ I I t, 5 1.0 PROJECT NAME/TENANT v ; u11 , : ,;:..:) ;;.:. 62nd Avenue SW Apartments A SSESSQR AC T T Parcel B : 3 7 0 0 - 0200 - 03 (commercial) U Demolition (building) 0 Other: TYPE OF EF New Building U Addition U Tenant Improvement WORK: 0 Rack Storage 0 Reroof ❑ Remodel (residential) DESCRIBE WORK TO BE DONE: Garage _ BUILDING USE (office, warehouse, etc.) For rent apartments NATURE OF BUSINESS: Apartment rental WILL THERE BE A CHANGE IN USE? [A No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 954 SF Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ® No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER Citizens Service Corporation PHONE ADDRESS 2 1 Avenue NE, Bellevue, WA 'PHONE 822 ZIP 98005 - 611110 CONTRACTOR Steinvall Construction Co. ADDRESS P.O. Box 2 Kirkland, WA ZIP 98083 WA. ST. CONTRACTOR'S LICENSE # S`i'E1NCC 131 CQ EXP DATE 2/11/90 ARCHITECT Roger Newell Architect PHONE 322 -1192 ADDRESS 1102 19th Avenue East, Seattle, WA ZIP 98112 CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 NUMBER U , L / APPLICATION IL1UST :BE FILLED OUT COIL1PLETEL Y PLAN CHECK NU DATE APPLICATION ACCEPTED I I - I S`) BUILD1N PERMIT APPLICATION FEES (for staff use only) BUILDING. PERMIT BUILDING.. SURCHARGE ENERGV.SURCHARGE TOTAL RCPT:;* DATE BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON SIGNATURE ID Gary R. Steinvall Gary R. Steinvall ADDRESS P.O. Box 2458 DATE DATE APPLICATION EXPIRES �= 13 -9v PHONE 822 - 611110 CITY /ZIP Kirkland, 98083 PHONE (206)82 2-6010 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 Coord!nator at 433 -1851 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 and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit Is Issued within 180 days following the date of application shall expire by limitations, The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. RECEIVED TYPE OF REVIEW • it i TO PWD DATE P N APPROVED • A S B. REQUESTED COMMENTS C1 Ukl') ;_ 9- 5-q 3 - Q - •CI I Curb Cut/Access /Sidewalk Fire Loop /Hydrant Flood Zone Control 11 � ° PERMITS PERMIT NUMBER APPROVED PLAN /LETTER DATE ISSUED Channelization/Striping/Signing Curb Cut/Access /Sidewalk Fire Loop /Hydrant Flood Zone Control Grade /Fill Hauling Landscape Irrigation Moving an Oversized Load Sanitary Side Sewer Sewer Main Extension (private) Sewer Main Extension •ubiic Storm Drainage Water Main Extension (private) Water Main Extension (public) Water Meter (exempt) Size: No.: 0Deduct OWater Only Water Meter (permanent) Size: No.: Water Meter (temporary) size: No.: Other: Other: PLAN CHECK $( U�E 3`� I ROUTING PERMITS REQUIRED UTILITY �ROJECT TRACKING CHECKLIST PROJECT NAME (Lc r-i- ..1 d .o_ P mQflf S SITE ADDRESS SUITE NO. CONDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT CITY OF TUKWILA CENTRAL PERMIT SYSTEM ENGINEERING DIVISION 6200 SOUTHCENTER BLVD. TUKWILA, WA 98188 (206) 433 - Q,179 SITE ADDRESS PROPERTY OWNER ADDRESS ENGINEER ADDRESS CONTRACTOR ADDRESS PERMITS REQUESTED SoU'Th1CI JTU_ /ISSoc il�TES AVE , vi2KLAkI.A , UJA , UTILITY PERMIT APPLICATION (please print) A& S 4 StAIAJobh c.onISUL71AI6 ENGi,Jr-f (i_S io &,v2 NE 3e'" PL • #-loi GA2�1 STEA PALL GGn1•TR61(Tlon) G0, Po. !-1)on 2��5$ < l V Ltin).\, 1,06 Sewer Main Extension (private) Sewer Main Extension (public) Water Main Extension (private) Water Main Extension (public) Excavation (in public right -of -way) Fire Loop /Hyd.(main to vault) No: 3 Sizes: e Landscape Irrigation Sanitary Side Sewer No: Water Meter - Permanent: - 'No: 7 Sizes: 2" Meter Address (if different from site address) Q Water Meter - Temporary: No: Sizes: Water Meter - Exempt: No: Sizes: Meter Address (if different from site address) WATER METER DEPOSIT /REIMBURSEMENT WATER METER BILLING NAME SOUTNCLAITF..2 ASSoc ��i i EC ADDRESS 9// CITY, ZIP kiR.KUva, WR PHONE i32Z- (v�l�lo MONTHLY SERVICE BILLINGS TO: El water NAME Sott, ),STF_z ASSociATCS ADDRESS Vii) S T'+ Ai)L , K2u,LMJf ) WA DESCRIPTION OF PROJECT 0 Single Family Residential Multiple Dwelling: No. units 72. Duplex Hotel FS El Commercial /Industrial: MISCELLANEOUS INFORMATION (32 /W1.UTILAPP) Triplex Apartments Office :i Warehouse School /College /University Other El sewer Q metro Q standby NAME S0uT1•i (L OTr 2 ASC 1 ADDRESS 9 ri ti n e AUL CITY, ZIP ! kVLAn111, iniA No33 PHONE i322- 'yyo Motel Other Retail Church New Building: Square footage 6, Un!iTc, @ I noO s4, le o •'.. To. RL = SO, 4' Remodel /Addition: Square footage of original building space Square footage of additional building space King County Assessor's valuation of existing structures S 0 Valuation of work to be done S I HEREBY CERTIFY THAT I HAVE READ THIS APPLICP3ION {1D KNOW THE S ME TO BE TRUE AND CORRECT. Applicant /Authorized Agent (signature) (print name) '" M...,-/ C'. Contact Person (print name) Via., }P Address ,���� .5revAA1."f CL' CONTROL 0 ea' Ord S - ( PHONE 2. C,`i'IO ZIP SSo32 PHONE 827 -?..,o4,3 ZIP 78033 PHONE 422- 6iIW0 ZIP 98083 - 2'i5'E I Curb Cut /Access /Sidewalk Channelization /Striping /Signing Hauling Moving an Oversized Load Storm Drain Flood Zone,C ntral Other V7 _U ) PHONE 822. ZIP %8o33 a Condominiums • (l Hospital Li Manufacturing DATE // - 9' PHONE ?3,22 -G. 44o PHONE 5,4,1-,4-- ZIP . — Pr Ta C 7 i --—.. r . 0. SRYPe W) —r.c1, Date Called: Address: Special Instructions: Date Wanted: Requester: I 9 N0,: D a - ci („) 55 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 , Approved per applicable codes. COMMENTS; O INSPECTION RECORD Retain a copy with permit • -1 T re 0 Corrections required prior to approval. (206) 431-3670 o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 1 Approved per applicable codes. COMMENTS: ' - INSPECTION RECORD' .. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Corrections required prior to approval. 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: (206) 431 -3670 -i ons: o bade Wanted: r/ a am p.m. ir ?hone No '1 Approved per applicable codes. COMMENTS: ' - INSPECTION RECORD' .. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Corrections required prior to approval. 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: (206) 431 -3670 Project: , a 2 Type oflnspection: n ULI MSS. f)U►1L1J:. 11 i , I Lt — 'iLi Special Instruct ons: Date Wanted: (% q f am. p.m. Requester. Il'11 Phone No.: Q LA c , ) n tU f ..�� Y OF TUKWILA BUILDING DIVISION 00 Southcenter Blvd., #100, Tukwila, WA 98188 .41* COMMENTS: [inspector; Recept No.: 0 INSPECTION RECORD Retain a copy with permit oved per applicable codes. Corrections required prior to approval, Q $30.00 REINSPECTION FEE • E • UIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 1: s.. Call to schedule reinspection. Dale; (206) 431-3670 •r.: l Y U.� R1 C�IG�Q. YPeo ns :. (�.) cI1'1Q,\ Address : lU w �.t d i1 J) tl Date Called: Special Inst : Po.y Kf f I C (0(1 a J Date Wanted: am. p.m. Requester: Ptione No,: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 V I Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206) 431 -3670 ❑ Corrections required prior to approval. COMMENTS: ' ❑ $30.00 REI PECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ii411 et la gns:6011N1111P.,,, / — 3 — R I l IA )00 / , Ikt � Special 1 rua ons: Date Wanted: /r). — i — 9 ..' j gp.m. Requester: iy ' "'" Phone No. : I/ g _' q.6_,, 5-c- 1 Approved per applicable codes. COMMENTS: 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 :]1 fi (206) 431 -3670 ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. t , • die J � Type of Inspection: �i f r Ad r L I U / �- U b Called: 11r /5-1-9_5 Spedal Date Wanted: /�"�+rw 93 .m. Requester, ) ie Phone , --- S Approved per applicable codes. } INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ❑ Corrections required prior to approval. COMMENTS: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. `.,_Approved per applicable codes. COMMENTS: • INSPECTION RECORD ID Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Corrections required prior to approval, ❑ $30.00 REJNSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspectlon. I: e er!,:: - . I ii la Kg V 4:'!:I:'1 strud . : 1 .'9 ►Tan /4 Phone No.: zo _ _s s . `.,_Approved per applicable codes. COMMENTS: • INSPECTION RECORD ID Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Corrections required prior to approval, ❑ $30.00 REJNSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspectlon. rr .k . a 7 � � . I. ,A. � 6711 -Q. � � �� � A :.'i strict • , : e " ant : 1 _ . p.m. Requester: Pbne No.: (.9. e t " gio (Approved per applicable codes. COMMENTS: ' [ Inspector: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 ( ...A._. Date: / f/si (206) 431 -3670 0 Corrections required prior to approval. 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • e A _ R a) ( u ype o nspecti n: � r�1 eittA — Si fa Date Called: Tess; 1 Special Instruct ons: —8741 A S PvS' // Date Wanted // ...4...... 1l `�' am .m. Requester: / 4_ , E, Phone No.; , r9 0 111, '�=_____ INSPECTION RECORD ( 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: nspector: /0 E MIT (206) 431 -3670 ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100.. Call to schedule reinspection. :ro : C 1 1 n� 40 4 !) t ypeo n�� :.l ! , – . SL / / d re . �?'(. t f� ( ii ige Date Called: p � i ._- c� Specie Instructions: 0 ` 30 PM ea Date Wanted: – / � q � am .m. Requester: / I/ I , i Phone : -0. 1(7 — `r(a 5r CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 75 Approved per applicable codes. COMMENTS: (1 1D INSPECTION RECORD Retain a copy with permit r .1- fir, (206) 431 -3670 ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. • — PrOjeac i i i Ar v _ i f / Z"C`c•i Address: Date Called: Special Instructions: , Date Wanted: C * 1 s ... 6 PA. Requester: Plus No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ,Approved per applicable codes. \--) INSPECTION RECORD Retain a copy with permit (206) 431-3670 0 Corrections required prior to approval. O $30.00 REINSPECTION FEE REQUIRED, Prior to reinspection, feemust be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. o.: Date: .1; Project Name Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature FINALAPP.FRM City of Tukwila Fire Department Address /g30..c: 3444- t I TUJWILA FIRE DEPARTMENT FINAL APPROVAL FORM 4 Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. (•d2 Date Suite # Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 57•4439 "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NO T iCG iSSUED x 1 Footings 431 -3670 X 2 Foundation 431 -3670 x 3 Slab and/or Slab Insulation 431 -3670 g 4 Shear Wall Nailing 431 -3670 x 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 , x 7 Framing 431 -3670 X 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 X 10 Wall Board Fastening 431 -3670 11 • 12 13 x 14 FIRE FINAL Insp: 575 -4407 x 15 PLANNING FINAL 431 -3670 x 16 PUBLIC WORKS FINAL 431 -3670 x 17 BUILDING FINAL 431 -3670 CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: OuILVII u rcrtimi 1 INSPECTIN RECORD (Post with Building Permit in conspicuous place) BUILDING PERMIT NO. DATE ISSUED: (a5) PROJECT: Crystal Ridge Apartments CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE SUITE NO.: Garage INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or If underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in Inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL. BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. calm CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 PHONE, # (206) 433.1800 Plan Check #89 -369: Crystal Ridge Apartments Sunwood B1 Garage THE FOLLOWING COMMENTS APPLY TO AND BECOME RAR I F THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Cary L. VawDusra,Mavor wt Crystal Ridge Apartments Page 2 9. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 10. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). 11. Clothes Dryer: Provide moisture exhaust duct per requirements of U.M.C. Section 1903, a, b and c. 12. Fireplaces: Provide outside source for combustion air. The duct shall be at least six square inches in area, and be provided with readily operable damper. WSEC 602(a)3B. 13. Water Heaters: Provide pressure relief valves with drain lines to building exterior. 14. Tenant Storage Areas: One -hour fire resistive construction required at walls and ceiling separating tenant storage rooms from units. 15. Title 16, Tukwila Municipal Code: Every entrance door to an individual housing unit shall have a keyed, single - cylinder, one -inch deadbolt lock. The lock shall be so constructed that the deadbolt lock may be opened from inside without use of a key. Mounting height shall not exceed 48 inches above finished floor (U.B.C. 3304 (c)). Deadbolts or other approved locking devices shall be provided on all sliding patio doors which are less than one story above grade or are otherwise accessible from the outside. 16. Washington State Regulations for Barrier -Free Facilities: Section 5501 (c). . . Locksets and latchsets shall have lever, push operated, or other devices which will permit operation by wrist or arm pressure. This requirement applies to recreation builidng and all buildings with more than 10 units. 17. Fair Housing Act Design and Construction Requirements: Plans submitted for this permit application have not been reviewed for compliance with the specific accessibility requirements of the Fair Housing Amendments Act of 1988. These requirements remain the responsibility of the Architect or Builder. Crystal Ridge Apartments Page 3 18. Flame Spread Rating of Walls at Stair Enclosures: A flame spread index no greater than Class II (per U.B.C. Table No. 42 -A) is required at apartment stair enclosures. The application of "Flame Stop III" to the enclosure walls is an acceptable alternate method of compliance, subject to the following conditions: A. Application is accomplished in strict accordance with the specifications of "Flame Stop, Inc." B. The Architect of record shall submit a letter to Tukwila, Building Division stating that the Fire Retardant treatments have been applied to the stair enclosure walls in accordance with the manufacturers specifications. Receipt of the Architects letter will be a condition of final inspection approval. 19. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All wood to remain in placed concrete shall be treated wood. 22. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 TO: PERMIT CENTER FROM: JACK PACE SENIOR PLANNER DATE: MAY 2, 1991 PIIONE # /206) 433.1800 Gary 1... VaiDusrn, Alayor RE: PLAN CHECK # 89 -362 thru #89 -381 CRYSTAL RIDGE APARTMENTS The following comments apply to and become part of the approved plans from the Planning Divison. 1. Retaining Walls: a. Maximum 6' -0" height of wall specified on revised sheet 33. b. Walls to be textured by using form liners by L.M. Slofield Company - Model "T 8340" or equal and painted to match stucco in building. c. Wads are to be modulated through the use of landscaping cascading down from top of walls. 2. Siding: Siding type: Louisiana- Pacific "Inner- Seal" siding. 3. Lighting: See revised sheet 1 for note regarding lighting spill over to adjacent properties and roads. 4. Signage: It is our understanding that all signage must be reviewed and approved by the B.A.R. 5. Open Recreation Space: An erroneous designation of square feet of open recreation space on sheet 1 has been revised to match open recreation plan on sheet 31. 6. Basketball Court: Basketball court and backboard to be oriented per plan, sheet 2. 7. Colors: a. Siding: 1. Field: Olympic "Butternut" or equal 2. Trim: Olympic "Beige Gray" or equal 3. Accent Trim: Olympic "Forest" or equal b. Singles: Malarkey "Olivewood" or equal c. Stucco: Dryvit stucco "Sandlewood Beige" or equal d. Deck Membrane: Gacodeck Urethene system "Adobe" or equal e. Windows: Bronze Aluminium f. Deck Rail: Olypmic "Forest" or equal 8. Children's play structures: a. Play Designs Model 450 -124R or equal 1. Platform 2. Tube Slide 3. Double long wood roof section 4. Store front corner 5. (2) Activity panels 6. Steering wheel 7. Enclosed step action 8. Inclined access ramp 9. Wave slide b. Play designs model 450 -121R or equal 1. Wave Slide 2. Steering wheel 3. Sand play area 4. Enclosed step action 5. Activity panel 6. Plastic roof section 7. Access ramp Note: See attachments 1111:'::.1 P;'.. • jj •.t'.. — non - toxic, wator- based, sacrificial coating for ail. .tnsparent protoction of vertical surfaces from graffiti and other contaminants. —A penetrating, water-based, water repellent for vertical and horizontal concrete and masonry surfaces. + ; ;' `,1,• _ :;r<: • matched multi- The following samples indicate a few examples of the many standard and custom textures available in LITHOTEC.. Formliners. All textures pictured are available in High -Reuse Elastomeric and Medium -Reuse Rigid or Single-Use.. Rigid grades. For further information contact Scofield or see Tech -Data Bulletins T-104 and T-105. • ` :f- •titit� . , , ,`( • t ♦ . ••••‘.!" T-1130 M -1130 S -1130 Heavy Aggregate Texture 1 /2 " - 3 /4" aggregate Maximum relief: 1 /4" (6mm) T-2355 M -2355 S -2355 Fractured Fin, 1 Rope 11/2" rope on 2" centers Maximum relief: 3 /4" (19mm). T-10130 Sandblast T-10230 Random Sandblast T-1030 Medium Aggregate Texture T-2240 Fractured Fin, 3 /a" Rope T-20830 Sandblast Pine, 1 /e" 1-11-Lo T-21430 Rough Sawn Cedar, 4" Boards, Butt Joint T-6645 M -6645 S -6645 T-2040 M -2040 S -2040 Slumped Block Fractured Fin, Channeled 15" x 3 blocks 1/2" 'flat on 1?/4 centers Maximum relief: 3 /4" (19mm�„ Maximum r'eli`ef: % " (10mm) , J• ' % J k1 11 T-8745 M -8745 S -87 5X T-8340 M -8340 S -8340 ' T-8430 M 8430 S -8tib Rough Sawn Cedar, Hi-Lo `�; Cedar Grapestake ..• 1r °.• , Sandblasted Wood, • Random width and thickness ' wide grapestakes ' Rando n width boards ti, Maximum relief: 3 /4" (19mm) Maximum relief: 3 /4" (19mm) Maximum relief: t /e.' ( T -21930 T-22340 730405 T-30835 731645 L. M. SCOFIELD COMPANY MANUFACTURER & MARKETER OF BUILDING SPECIALTIES SINCE 1933 6533 BANOINI BOULEVARD • LOS ANGELES, CA 90040.3102 POST OFFICE BOX 1525 • OOUGLASVILLE, GEORGIA 30133.1525 District oltices and warehouses nationwide. Western Inquiries: So. CA (213) 723.5285 (619) 271.1265. No. CA (600) 392.8300, Outside CA (800) 222.4100. Fax (213) 722.6029; Easton Inquiries: GA (404) 920.1200 Outside GA (800) 222.4107, Fax (404) 920.1827 port polymath r r construction snnlnnts. , t ' ::• :: :.' •, ':: • : • • . — Heavy-duty, mat ; presloped channels and catch basins with gralos for saw drainage. • _ ' , —A surface -set retale x, producing exposed - aggregate architectural concrete facw .. Rough Sawn Cedar, 4" Boards, T&G Rough Sawn Cedar, Random Boards, Hi -Lo 1/4" 10 1" Fluted Fractured Rib Fractured Fin, 1 /2" Rope Smooth Fluted 76030 Trapazoid 76130 732590 Fractured Fin, 1" Flat Channels T33050 Fractured Fin, 1/2" Flat Channels, 1" Deep 733255 2" Bush Hammered Fin 7331105 North River Fractured Fin Rustic Brick Wire Faced Brick 4, oar Ems• . •/1...�..�V�'./1.'J,l.l� T-2150 M -2150 5-2150 Fractured Fin,•Gro6 V- grooves'dn'1%i" cen`:i Maximum relief: 1 /e" ( ii . ^ r ' T-6730 Split Face UAW T-60430 Cul Key Star T-8035 Rough Sar( Batten T-8130 . Rough Saran Grooved_ ",:i° ' 78545 Random FO Y, • Cypress T-8630 Pecky C)pcesttt Grooved 79055 Random 44fist Rock "Textures listed are not necessarily available in all grades. Please inquire, Custom textures are also available. Call your nearest Scorrel: office or sales representative for more information. Please request "Concrete Coloring Systems" and "Precast, Interconnecting Drainage Systems" brochures for further' ;r1 All Scofield materials are available world -wide throughstrCejoii located representatives, distributors, and dealers. • • For our closest representative, call. Sweet's Buyline. discovery geries Model 450.1241' (Pine) Wt. 1,746 lbs. Model 450 -124R (Redwood) 1Vt. 1,455 lbs. Accanun(dates up to 33 children with skill levels of 2 In 6 years. I'laystructurc size: 14' x 21' Approx. resilient surface area: 30' z 45' This Play Designs playstnlcturc features the following activities: spacious platform urea, tube slide, double- long wood roof section, store front counter, (2) act'• vity panels, steering wheel, enclosed step section, inclined access ramp, and wave slide. Refer to page 1 for Activity Value Chart —See Activities 13, 15, 16, 17, 18, 19, 25 Structure shipped complete with "Clock Panel" and "Color Wheel Panel." Refer to page 1 for Activity Value. See Activities F & H. 1 OM; 001) HOOF 1'11'1: wAW. ILIHHIER P\ •Cl. 11.1'IAK'I: I \SEHT PI l'I 1111.1.1111111 EH SHOKI 1 t'uE: SLIDE =� tai 1��+t�� PIPE 1SA1.L BARRIER ESCLDSED STEP :1'A• TOP VIEW PANE:1. 111(111A014 WHEEL INSERT layll esi '41001111'At.t. HAHKIE:R %srs 1%111SG 11'IW EI. PLASTIC % %AVE SLIDE 11•-0• 11Lrning: Do not install playground equipment over paved surfaces such as concrete and asphalt because falls to these surfaces will result In mare severe injuries than falls to more resilient surfaces. Da not allow the surface under and amund equipment so become hart) and cam. patted. We recommend that all playground equipment be installed over a soh, resilient surface In case of accidental Polls. Ile sure to consult the Installation instructions included with each product for specific recommendations. Model 450 -123P (Pine) Wt. 725 lbs. Model 450 -123R (Redwood) Wt, 607 Ibs, Accommodates up to 16 children with skill levels of 18 months to 5 years. Playstructure size: 6' x 16' Approx. resilient surface arca: 22' x 36' This PlayDcsigns playstnlcturc features the following activities: wave slide, enclosed slop section, inclined access ramp, activity panel, and plastic roof section. Rcfcr to page 1 for Activity Value Chart —See Activities 16, 17, 19, 25 Structure shipped complete with "Window Panel." Refer to page 1 for Activity Value. See Activity C. TOP VIEW ENCLOSED METAL STEP rt.ASTIC % %At' E: SLIM PLASTIC SOOF CLEAR w'ISIK)11' I'ASE:L 1 ACCESS RASIP I W111ASI)RAII S mss' -0 (5'4' Note —all Step Sections are constructed from vinyl - coaled expanded metal, as shown. 0 Informed supervisors are recommended to make play the safe and healthy growing experience it should be. Discovery Series Model 450-2001' (Pine) Wt. 1,702 lbs. Model 450-200R (Redwood) WI. 1,369 lbs. Accommodates up to 26 children with skill levels of 3 to 5 years. Playstructure size: 24 x 24' Approx. resilient surface area: 40' x 44' This Play Designs playstructurc features the following activities: balance beam, sliding pole, wide slide, swinging bridge, spiral slide, chain net climber, and inclined access ramp. Refer to page 1 for Activity Value Chart—Ste Activities 3, 7, 9, 10, 11, 12, 19, 25 SPIRAL SLIDE CHAIN NET CLIMBER 21' SWINGINO BRIDGE 6' LONG 111 10111101IIIIIE WIDE SLIDE di *11111111M 1 SLIDING POLE TOP VIEW ENCI.OSED STEP RAMP W/NAND RAILS 1-LEVEL BALANCE BEAM 24' PlayDesigns GUARANTEE See inside back cover for detailed statement. Structure shipped complete with "Tic TJC Toe Ball Style Panel." Refer to page 1 for Activity Value. Sec Activity 13. Model 450-121P (Pine) Wt. 1,422 lbs. Model 450-121R (Redwood) Wt. 1,159 lbs. Accommodates up to 20 children with skill levels of 18 months to 5 years. Playstructure size: 17' x 15' Approx, resilient surface area: 33' x 15' This PlayDesigns playstructure features the following activities: wave slide, steering wheel, sand play area, enclosed step sections, activity panels, plastic roof section, and access ramp. Refer to page 1 for Activity Value Chart—Sty Activities 13, 14, 16, 17, 19, 25 P6' ENCLOSED NIFIAL STEP PANEL orriclAomt: iNst:trr ACCFSS RAMP %A/HANDRAIL': PLASTIC ROOF 14'4' SANDBOS TOP VIEW Note—all Step Sections are constructed from vinyl coated expanded metal, as shown on page 6. 11440D WALL BARRIER 111MLITING V1 REEL PLASTIC %%AVE SLIDE 1100D NALL BARRIER WSTEERING WHEEL City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control Number 89 -362 through 89 -381 (513) Re: Crystal Ridge Apartments Dear Sir: Gary L. VanDusen, Mayor November 8, 1990 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, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1)) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) 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 10.301) The following items pertain to the recreation building: Commercial -type food heat - processing equipment from which grease -laden vapors emanate in normal cooking application shall be protected by an approved automatic extinguishing system. The extinguisher system shall be interconnected to the fuel and current supply so that the fuel or current is automatically City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 Gary L. VanDusen, Mayor shut off to all equipment under the hood when the system is actuated. (UFC 10.313) A 40 BC rated dry chemical fire extinguisher is required to be installed near the food processing equipment. (UFC 10.313(d)) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.107(a)(b)) Storage under exterior or interior stairwells shall not be permitted unless such space is protected on the enclosed side by one -hour fire resistive construction and sprinklered where required. (UFC 12.106(c)) Walls and ceilings of corridors serving an occupant load of 30 or more shall be not less than one -hour fire resistive construction. (UBC 3305(g)) (UFC 12.105(a)) (In the recreation building) 3. An approved automatic fire sprinkler extinguishing system is required and shall be designed, installed and tested. (City Ordinance #1528) (In all the apartment buildings) An approved hose station requires plans review. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1528) Fire hydrants are required as detailed in City Ordinance #729. OMB City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 Extend sprinkler coverage to basement level. Gary L. VanDusen, Mayor A fire hydrant is required within 150' of a building and no portion of a building can be further than 300' from a hydrant. An additional hydrant is required to serve buildings #F1, #F2 and #E. Local U.L. Central Station Supervision is required. (UFC 14.105) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1) (UFC 10.305) Extend sprinkler coverage to include all canopies, entryways, foyers, etc. which are completely or partially constructed of combustible materials. (UFC 10.301) 4. A fire alarm system is required to be installed and functionally tested. (UFC 10.301) An approved fire alarm system is required per City Ordinance #1327. An approved automatic sprinkler system may be installed in lieu of a fire alarm system. (Plans must be submitted to the Fire Prevention Bureau for approval prior to installation.) This applies to the recreation building and to the garages and to the apartment buildings as described in Article 14 of the U.F.C. and City Ordinance #1528. The fire alarm system installed shall have the written approval of the Tukwila Fire Department. No work shall commence without aooroved drawinas. (city 0 r City of 'i ukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Page number 4 Gary L. VanDusen, Mayor Ordinance #1321) (U.F.C. 10.301) All modifications to fire alarm systems shall have the written approval of the Tukwila Fire Department. No work shall commence without approved drawings. (City Ordinance #1327) (UFC 10.301) Remote indicator lights are required on all above ceiling smoke detectors. (UFC 10.301) When the control panel is located inside a room, the outside of the panel shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (UFC 10.301) Key box -- When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life- saving or fire - fighting purposes, the Chief may require a key box to be installed in an accessible location. The key box shall be a type approved by the Chief and shall contain keys to gain necessary access as required by the Chief. (UFC 10.209) A satisfactory contract covering the maintenance, operation and efficiency of the system shall be provided by the property owner. The contract shall provide for periodic inspection and tests, for proper maintenance service, and for service following operation of the system and shall be acceptable to the authority having jurisdiction. (NFPA 72A, 2 -3) (UFC 10.301) 5. All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NEC 70) (UFC 85.101) 6. 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 10.208) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 5 Gary L. VanDusen, Mayor 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 building. (UFC 10.207 as amended) All hydrants and all surface access roads shall be installed and made serviceable prior to and during the time of construction (UFC 10.301) In exposed combustible construction, fire - stopping, and draft- stopping shall be installed to cut off all concealed draft openings (both vertical and horizontal). (UBC 2516, F1) (UFC 10.401) When fire dampers are required to maintain fire resistance of construction, fire dampers shall comply with the requirements of UBC Standard 43 -7. (UFC 10.401) Where attic spaces are fully sprinklered; attic spaces formed of combustible construction shall be divided into horizontal areas not exceeding 9000 square feet by partitions extending from the ceiling to the roof. (UBC 2516, 4- B,iii) All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. Numbers shall contrast with their background. (UFC 10.208) Page number 6 Yours truly, ( r _ City of Tukwila cc: T.F.D. file ncd FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 The Tukwila Fire Prevention Bureau Gary L. VanDusen, Mayor CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 October 30, 1991 Mr. Jack Strother GRAHAM & DUNN ATTORNEYS AT LAW 33rd. Floor, 1420 5th Ave Seattle, WA 98101 -2390 RE: Your letter, dated 10/29/91, 62nd Ave S.W. Limited Partnership (Request for extension of Building Permit) Letter from Mr. R.D. Fitzgerald, dated 10/24/91, Subj: Crystal Ridge Apts - Extension of Bldg Permits Dear Mr. Strother: In response to the above referenced letters a 180 day extension, computed from the date of this letter, is hereby granted for City of Tukwila building permit numbers 6543 thru 6563, issued 5/2/91, and 6571 thru 6576, issued 5/8/91. Please be aware that under the provisions of the Uniform Building Code no further extensions can or will be granted. If work authorized by these permits does not commence before April 29, 1992, the permits will become null and void. Sincerely, e vrii i. Building Of icial I'IIONE q (206) 433.1800 Gary L. VanDusen, Mayor PLEASE l /. PLY TO SEATTLE 0i' LOLL FREE FROM TACOMA: 272 -0040 FACSIM 1I.E: (200) 340 -0500 SCOTT 13, OSBORNE (200) 040 -9005 Dear Mr. Griffin: GRAHAM ,& DUNN ATTORNEYS AT LAW 33rD FLOOR 1420 FIFTH AVENUE SEATTLE, WASHINGTON 98101 - 2390 (206) 624 -8300 October 29, 1991 Mr. Duane Griffin Building Official Department of Community Development 6300 Southcenter Boulevard Suite 100 Tukwila, Washington 98188 Re: 62nd Avenue S.W. Limited Partnership TACOMA OFFICE Sulre 1300 1145 BROADWAY PLAZA AO, Box 1215 TACOMA, 4'1ASII INOTON 90401 -1215 (200) 572.0294 TOLI. FREE FHOH SEATTLE: 024 - 0280 FACSIMILE: (200) 572.8542 This letter is intended to supplement your discussions with Tom Roth and the application filed on behalf of 62nd Avenue S.W. Limited Partnership for an extension of its building permit. This Partnership was formed concurrently with three other partnerships among the same parties for the development and construction of apartment projects. Our clients, Steven L. Sherman, a limited partner in the partnerships, and St. Frances Properties, Inc., a corporate general partner of the partnerships owned by Mr. Sherman, were responsible for providing the capital to acquire the property and finance construction of the apartments. Unfortunately, following completion of the first partnership apartment project, a number of disputes arose among the partners which have resulted in a prolonged stalemate of partnership projects and an inability to move the projects forward. As you know, 62nd Avenue S.W. Limited Partnership picked up its building permit in May of this year but, to date, has not commenced construction. Formal notice of the dissolution of the Partnership has now been given but the parties continue to be locked in a series of disagreements which have held up commencement of this project. Our clients, who have invested over $900,000 in this project to date, have been completely frustrated in their efforts to move the project forward due to Partnership and legal requirements beyond their control. We believe that the steps now underway will give our clients control over the project within a short time and will allow them to move forward. Unless our clients' application for an extension of the GRAHAM . DUNN Mr. Duane Griffin October 29, 1991 Page 2 building permit is granted, their $900,000 investment is at serious risk and could result in a substantial financial hardship. Because of the problems in overcoming the Partnership disputes, our clients were unable to proceed for reasons beyond their control. We believe these circumstances justify granting an extension of their building permit. Thank you for your consideration. Very truly yours, (\ Jack G. Strother JGS:jgm cc: Steven L. Sherman Tom Roth l: \`)p \llgriffn.jgm M E M O R A N D U M 24 Oct 91 From: D. Griffin, Bldg Offl To: R. Beeler, Director DCD Subj: Crystal Ridge Apartments - Extension of Bldg Permit Rick, I have received a written request from the project manager of the Crystal Ridge Aprt project requesting a six month extension (copy attached). I have no objection to granting this extension based on Building Division requirements; but I am hesitant to approve an extension without your concurence because of Planning type issues that have played a major factor in the issuance of the permit, i.e., SEPA, SAO vesting rights, building construction moritoriums, etc. Any extension I grant on this project will be very specific that the extension would be for an additional six months only. No other extensions could be granted and if the work hasn't commenced by the end of that six month period they would have to apply for a new permit and pay for and go through a new plan check. Mr Fitgerald is very anxious to get an answer to this request for extension and will be calling me tomorrow to inquire about the status. Technically the permit should become null and void seven work days from today, and the principles are very concerned about whether they will have to start work before then or if the extension will be granted. For this reason I would appreciate your response to this memo as soon as possible. IIVg : A5 G. res- 1) of 4118 ivfelifO Rick Se4- UP G 'Mee-41'1A WA �9;v�1st If , Niorn 411c( 1 . 1J11 Q 30, I1, was ei cic d `01r /,'-yd A'I'1 e. x oLA /d ba +ed i4 Dee50/4 cegiMet/ 279r eehikAffe/6//9" aoe.0 -Seni7e.treV,PzI•e -732 1 7i7.-rA2i,zr, )0' Fe/86 45741 7i3.v4 n .6ge 47F/A77.i% Z)e,/_7b ger 777/.5_77 atoe ACLWeir■a/e4 Rmobwr,g . irv704/24 1. "Wf'47 cf,/ e-a3•4527fes/e7Tes,4/ ■ 4::)(725.V5 444e5, 4 7 e/40 9/ 1.-5.54,47 - 5-70 • ( 1.17e 4 -5'_ .eerxov's ei /( wg/1.1 'F'42.1st .7 Co47,1 7 77/4e" 2PCJ 7. )9/,7 774c d 71/4 ee: 7 4'4//,' 27;/` C/7 o" • 5?241/e2/ ,e/ dc:0".4.. /.1( OrroW_ .2) / i raf 4 e ,r4ekcA/s ..540ple cp,f)D. - .44/1, - ‘02 a4/9.s- - /4/eyriv4i/5- A/v.4 9// g ,-27) ,& nAe. .2%r2r )0•9 946633 TO: FILE FROM: 242. DATE: MEMO October 15, 1991 SUBJECT: MEETING WITH TOM ROTH : CRYSTAL RIDGE APARTMENTS TOM ROTH (THE ROTH COMPANY) AGENT FOR S.SHERMAN (PROPERTY.OWNER) CAME IN TO DISCUSS THE POSSIBILITY AND OPTIONS FOR OBTAINING AN EXTENTION TO THE BUILDING PERMIT THAT WAS ISSUED FOR CRYSTAL RIDGE. I BROUGHT OUT U.B.C. AND READ THE PERTINENT SECTIONS THAT ADDRESS THE EXTENTION PROCEEDURE. TOM INDICATED HE HAD BEEN MADE AWARE OF THIS BY THE OWNERS ATTORNEY WHO HAD INVESTIGATED THIS PREVIOUSLY, AND THAT HE WANTED TO KNOW IF HE HAD OTHER OPTIONS AND.... WHAT CONSTITUTED "CIRCUMSTANCES BEYOND THE CONTROL OF THE PERMITTEE ". TOM 'S REASON FOR THE REQUEST FOR EXTENTION WAS THE UNAVAILABILITY OF FINANCING. I TOLD TOM THAT I DID NOT KNOW IF THIS WAS A VIABLE REASON BUT THAT HE COULD ADDRESS THIS IN HIS REQUEST. I GAVE TOM TWO OPTIONS: 1. REQUEST THE ONE TIME EXTENTION, AND IF GRANTED THIS WOULD GIVE HIM 180 DAYS FROM THE NOVEMBER 2 DEADLINE. 2. COMMENCE WORK AND CALL FOR A REQUIRED INSPECTION PRIOR TO THE FIRST 180 DAY DEADLINE. TOM WAS ALSO GIVEN THE FOLLOWING ISSUES TO CONSIDER IN MAKING A DECISION : 1. A LAPSE IN THE PERMIT WOULD MEAN A LOSS IN VESTING UNDER THE SAO. 2. A MORITORIUM ON MULTIFAMILY HOUSING IS PENDING IN THE COUNCIL. 3. ANY CHANGES TO THE DESIGN WOULD REQUIRE RESUBMITTAL TO BAR. $ • THAT PORTION OF TRACT t 4 OP INTERURBAN ADDITION T SEAT TL1 , AS PER Pik NEOORDED94 MASA .ttt OF PLATS PAGE 915, RE F$ OF KING COUNTY, DESCRIBED AS FOLLOWS; iiriG INI AT A KIINT ON THE EAST_PNE or SAD TRACT 11 •'HICi4 IS 162.79 FEET NORTH OF THE SOUTHEAST CORNER THEREOF; ''t`f4EFfCF CONTINUING N 01 9 21'40" W, 352.94 FEET TO THE teORTHEA:3T CORNER OF SAID TACT 11; THENCE NCE N 118'25'27"irif, ALONG THE NOFe H LINE OF SAID TRACT 11, , 5.011 FEET • TO THE '(FWE -POINT OF ", flEGI 4lNda,1; '„THENCE N 88 W.,204.82 FEET; THENCE, FOLLOWING THE OFFSET CENTER LINE; OF THE' EXISTING ACCESS/UTILITY EASEMENT RECORDED UNDER AUDITOR'SFILE NUMBERS 61011130853 AND 5112100483; S 11 9.11 FEET; THENCE ALONG A C•UFTVE TO THE LEFT HAVING A RADIUS OF 300.00 FEET A DELTA OF 09 THE ARC- LENGTH OF 51.87 FEET; . `THENCE S 01 50.15 FEE'r; `'�`. 'THENCE ALONG A CURVE TO TTE LEFT, HAVING A RADIUS OF 66..00 FEET Amp DELTA OF 4$ °0000°, THE ARC- LENGT - Fa OF 47.12 FEET; !THEE S 4318'20'E, 53.33 F& ET; IHENCE A CURVE TO THE; LEFT, HAVING A RADIUS OF 60.00 I' f 't AND DELTA OF 45 900'00 ", THE ARC-LENGTH'. OF 47.1 FEET; T apica S erreawa, 1Y3.13 FELT; TO A POINT N A LINE • PARALLEL WITH AND OFFSET 5 5.00 FEET WET OF SAID TRACT - THEtCE N 51 E, ALC ;O SAID LINE, 207.45 FEET TO THE mut POINT OF SEGINNiNG.. t TOGETHER WfTH AND stiasECT TO an easement for ingress, egress, utilities, and drainage over that portion of Lot 11, Interurban Addition to City of Soatte, according to tt:s plat recorded in Velumea 100 of ' Plate, Peed 5 a, In King County, Washington, leer.;: ed :,ts lobes: , BeoinnIng: at to 140f11tea91 corner of said Lot I i; Tiverton I; 38'25'27' W, along the North lire thereof, 5.00 feet to the West rirafgin of >r2n4 :4,venee South as convoyed to the City of Tukwila by depr riortord0rI under King Ceurty lecordin Number 7.9a04,04.16; : Thence g 01°21'40" W, along aafdre West rr x' h 144.93 feet to p point of cuNe and the lique )'- rG4 Or sti alti Z t Th enca oil a cetere to the ekeht. eke having a r vogue el 241.E feet 011ot:ohs teritral anyie of ?,07' an aft:` once tall .42 foist; Itisoce N 88 9 38 . 20" W, 153.15 feet ter r a 15nlnt of curve; Thence On a alma id the eleht having a Wiwi. of 37.50 feet, through; a ,pertiral. ante ere 45 9 00'00" an arc ' distartoe of 29.46 feet; Then N 40 °3820 W. 5 frao to a .: point of :urns; Thence on ri Asti eiri the right half::; s :'thus of • 37.50 feet, through a centralst10:ot 45 °QC'00" an arc rli *ncs of 29,45 fee;; Thence fa'000 °21'461` E. 553.15 feet to a point of ,'1n*, Ttsatece on a.cu'v % tn tfr9 !levies a radius of 2 feat, throe# a cars 3ral ,aegis ref 5 !'24", an arc distance of 47.98 fast; Thi t ea N 14° " 12.05 feet to a poke on the North he of said Lot 11 a ''f N 88 °2..15'27" W, along said ; North dine, xe.xx fear• *ire* G` 1.' 61V00" W, S. fug to a : trrr point of c `orate ct Eo 'ne loft having a �adlus of - - 319. t feet throeoh a .e :Brat *gel ofi'09 °5420" an arc 'i'• *' dlatanc.e of 85.24 feet; Thence ,:01"21'40" W, 50.15 feet to a l _ e ' Oat of curve; :T hence on a curia to tie 'eft luMng a radio `- 79. i0 tom through a cortitai angel of 45 4 06tt"° ar, ar • d1stanet of 62 44 feet; Thence, S a •38'20" E, 53, feet twat plot q • , crave, Thema on e O.wxi 10 Ili let having a MAUS at 7 6 ,, feet, thtau h 4i. (veinal arm of Arson r an an diatsnce of, ,„;62.2e4 foot; Theme $ 88 E, 153-15 feat to a point of &meat T ems on at curie to the :iota having a radius of 20.110; feet, fle lei ez carnal angle of 90.00aXr "' oft 6ord.XligtaiVA Ott. w 1:,42' foot to Wet of Magnates 'err. the hrA) r1i ee it t 9 1. ` -t H 01921;40" , �,,r'� �j� v° C'b See x'_, , 42,0,...., x ►i, • '1 5 \TIE GfT'W OF TUBA, =R'-m' g ;r % ?.'1F crrY O T AHO T PLAT NUM ut`BI.3O % 5 i � ; p'FH ;SatOir`"LiA 'REfORDE uo. �R KEW ''t€3tNUUM3ER &5121;9 TOGESHER 1AP# rH THAT PORTION ; OF Tkiii i off, Lfst''ERUl B ` ADDITION TO SEATTLE, AS PER ,PLAT! X R ;; � tN V +U+ 110 OF F't�4T�S, PA 55, RECD six, 114 L E+. '4FUB = A�! F + .1; 4 • Et' +,t4NNG Al tcsAz DINT ON Ea 71-LINE OF SAhk TRACT': • H y y , � 7 y V • ir' ET . 1 OF T JE` w.OU l�. lA2 Z ±i ,THEiM1,.' -O� { - ... - ' 4 3 ,. •7HENC,l:: #T IUI N . "W 9.9 FEET TO M+tr 1•;rdss'H SM)CT i1 THE? ( $ . °52' W ,,. ALONG THE . NORTHERLY L #'HEfk .feeiF 900.86 FEET; SCE S meow Es39:14 r; • _ � i N . sm. 6,141.65 FEET; T etiC _ ie rake, W, W. a FEET; 3 !fib 21,FEET TO THE POINT OK ` CEPT ThE. PABTERLY4.04 FEET AS CiONVEYt O T` w '"'Y I ; 'CIT#' OP TUKW #L A BY. [DEED RECORDED UN f RECOHDNG NtiffiktER`79t 7909040416; :tkigi "MAT PORT ON'OF T'L'O a i 1 CW INTERIURBAN ADDITcil " Ai'TU, A.1 PER PL.rAT;FzEc € ED. lA1 your 10 . , t f . t OO is TY, ,lest dl €.ff# • t'istisfr o of tiki 8a WITH 8N FOR 'f ESS,: EGRESS :SAID POSES OVER TI WEST 30 FEET Of IttrE E EEr A 4D LYINC4 S TH ,OF THE NO TH+ 270 0 t"'f f; T ri R ► 'Ai)41iT, . O T :.TN C S, tit, REA MAT eoH AT A,��' THE EAST LINE OF 4A0 l rs _ 11 WHicm tc 1 F:7 -T NORTH �1� /146 ; Ci.) fibe t1111 -V M cm F; Tr . rF c • '4 f Y G M `t e W T 1O TH t t FiEA:ST CoRt.f OF -.. Tt ,O'1 • THEN N 86'25 ALONG THE Vim. LINE .t� _`44 OF SAft)� 5.04 FEET TO 111E TRUE: 'F n <V ; � EC lW - THEtM .. 25'27" N. :82 FEET; •T .NOE; 1OWING THE OFFSET CENTERLINE OF Ti '. ,v ; - , ' E) 9 ti ACOE /UTO.YY EASEMENT ?'*MOD : f S11r#61Kr,td, tit P:;'t, NGE Atoma R CURVE. To THE LEFT HAVINO A AM : t: F 3110.00 FEET R DELTA pp 08°34153 THE ARC . LE I'Rt OF 1511:67 M.I T; N t 131 °2F'4OS W, 50.15 FEET, .- 14ENOE ALONG,A MOM .l TO TIE LET, HAVING A RAM' FE AND •T"A tom: •' oo'00 ' . The P. r, OP 47.12 t T, '' 1 ,t ►° :2_o" , 178,i -5 FEET; TO A POiHT ( : ft4t PRALLE*. WJ SET f5 0 FEFT wan TT9 ;, ' -; 3 01 °21'40" , t :pKG .t., 11.4$ FEEL TO: Salttieeva. -- 9 ,tJiia` ►#** rr w , - -; 4 ,44,1 ear -0 e .. AI , I r 1 v -- -. 1•R ;WITH tgior. ' 7- an: aaaa ent. tt roes,, Al woos, an iri i 9 war ih 00090 of tot 11, fr t utbart, to t Ciff to. the. repot 'hi, *Phone 10 of , P 44".• P a _ ..; ' i g �rrtp, 161$111 fore. : as fo wl . 7; Bev-Ineino at - the it- whosra/it ner' of saki lot 11; ' a N.' ° `27" W; el t; I tins ther rf. 5.00 to the '`'feet nta ip rA t',d A', 1. ah 138, ed to e p ity of T"ukwJa' 7942040611a, deed rate:Netd` ertctes Kik.g Covetty� f ec lyding Nern r T:heope $ 01 0 21'40° W, along old %Vogt ta.a.40, 184.93 fotiaain s OM of curve and the frRut ` ,.NT" tN'l ; T'f's"t! C t; a curve to right h*virog a reitkligi at MO tent through centr angie 9: '0000 taro distanc . 31 feet; ' Thenc. N 88 W, 1 to ; &petal of delve; Thereto en a make to Ott right Of 0140 feet, throe , : a central anole of 45 ar ma of 24Ats folt The'tc.e N 43°3820" W,13,8 f y to a r4 Ai ouratt,; 9'sarooasin a Of to the right having a radius Of 740 fit, 0146 a r r;trat eingleof 45 9 00'00" an arc distance it 22.4 % leaf, :through a central angle of 09 ", an arc disteitosi 0,41.98 feet; Theme N 11 F, 12.95 feet to a'• et on thae North hna el...ereld Lot 11; Thence 0' 88`2527"' W, alorte North arts. toga Jost; h, w= S 1 * VW' W,•¥,78 "feet, to *pool cd cc Iva; Them* on a curve to the left havtrepa $44iu0 to.6t fit thro ;h•s',. ^,antral angta 009°5420* *n ' t t r+C of F4241,404 %Memos S 01 °21'40" W. 50.15 feet td Cite preLiaLef Gurea; ;; Theence on a curve to the left having e . r dime of 7850 feet *Owen .a antral angle of 45 °00'00" an ate 'd'4 0,)V fps Theoce S43°3820" E, 53.33 feat td a tioint:dt Thslice .ort 8 e to the left having a radius of ?3O fgM,'thi u A �ttra1 tiaof 45°00'00" an ere distance , . x.44 feat; to S 882527 E, 153.15 feet to a point el on a 01,11 to.tiia right h wing a radius of 20499 a Ontrat argleaalf 90°00`00' an arc` distance of of fancy on the East line of said Lot 11; X40 " -'; , ,. said East tine f€et to the l ' ,. -In 3t11 1.„1c` 1 7HK:4 + kiWit; L . i T g 140 S4•D �* � it 1 -0/1 E ; ° rp1 TOGETHER *ITH AND SUBJECT TO easements and teatltution of o ord; SfTUATE IN THE cm OF TUKWILA, Ce.1UN4OF Klwa, STATE OF WASHIGNTON. (tom pletalk0fing a arse of 11,430 Iowa fee or 2.53 stalate. ran t I 1 ittvisitn APPROVED 'PLANS -: ALL 13t TLDINGS Final inspection approval and occupancy it1 subject to submittal of a "RECORDED" copy, Of the lot line adjustment,. required under these revisions . 0€ 62 8G LZ I I111111111111III I IIII!!1f 1!!111111! • "i' C11 S` �3ul yd WOO r.41 -1 t CY.ir.. :Y!M'Il Rec.1 _13 45 42 J F-477z0 a. B, c,a,� A A .. 42 -Units ':,rte : A I _ A,C,C pt7. 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Project Structural Engineer: Civil Engineer: Landscsape Architect: Zoning Code Lot Size: Allowed Density: Bulk Requirements Building Height: 35'-0" Set Backs Front: Rear: Sides: Data Parking: /4 -.Stalls ITTA zx Garage Stalls ilk (),_ 7 Z. Surface Stalls " Building Code Code Tyftof Construction Schneider Construction 6510 Southcenter Blvd. Tukwila, INA 98188 (206) 248-2471 Roger H. Newell AIA 1102 19th Avenue East Seattle, We, 98112 (206) 322-1192 CT Engineering 180 Nickerson, Suite 302 Seattle, Wa. 98109 (206) 285-4512 Q.R. Strong Engineers 10602 N.E. 38th Pl. i'1101 Kirkland, Wa. 98033 (206) 827-3063 The -Johnson Associates 2203 E. Louisa St. Seattle, Wa. 98112 (206) 328-7423 F1-4 District Low Apartments 20 Units per Acre e 77 Units 72 Units e 18.70 Units per Acre 1988 UBC v-1 Hour 8FTLINie-kAlee 2 stories over basement I I understand that the Plan Chock approvals are f subject to errors and orniseiene aea: approval of plans does not authorize the e ieaei len of any adopted code or ordinance. Receier of contractors copy of approved piens acknowie<4. Permit No Energy Cdtte SEPARATE pERmne REQUIRED FOR: rif RPM *alb . . 1. All glazing to be insule.ted glass, class 60. 2. Maxinurrt glazing to be 21% of wall. 3. Shower heads shall riot exceed 3 G.P.M. 4. Water Heaters shall meet ASHRAE Standard 90-75 5. AD Ducts to be insulated with thermal insulation . 6. Fireplaces to draw am:e Provide glass doors. Fireplace flues toshave automatic damper. O. Ali doors and windows to be fully weatherstripped. B. Provi metal ducts for kitchen, bath and dryer. Exhaust seperalely to outside. eleauleatkaaciolitunenla Floors e R-19 Ceiling . R-30 f i Index to Drawings Ai 2 Al 3 A1 4 Al 5 Al 6 Al 7 Al 1/30" Site Plan, Project Notes A2 ye° Site Plan Section A A3 1/8" Site Plan Section B A4 VW Site Plan Section C A5 118" Site Plan Section D A6 VW Site Plan Section E A7 Mr Site Plan Section F Foupdation, Basement Floor Plan Firet Floor Framing: Buildings A, B, C, 0, E A9 First, Second Floor Plans Second Floor, Roof Frarring: Buildings A, 13, C, D, E A tO Foundation, Basement Floor Plans First Floor Framing Buildings: Fl, F2 Al 1 First, Second Floor Plans Second Floor, Roof Framing: Buildings Fl; F2 Reof Plans 1/4" Plans Unit at 1/4" Plans Unit B 1/4" Plans Unit C lie Plans Unit HC Elevations Buildings A, B, C, D, E Elevations Buildings Fl, F2 Recreation Building Foundation Plan Al 9 Recreation Building Floor Plan • A2 2 building and Garage Sections A2 3 Garage Floor Plan A2 4 Wall Sections A25 Retaining Wall Elevations A2 6 Site Sections S1 Shear Wall Details S2 Structural Notes S3 Structural Details L 1 Landscape Plan Rl Recreation Plan Construction Notes All construction to comply with 11181.1- edition of the Uniform Building Code and Contractor shall be knowledgeable with general construction r requirements of the Uniform Bpilding Code, Section 25. **I All sewer, electrical, plumbing, and mechaniCal to conform I with all applicable local, state an..1 national codes. ; , consult Architect for any dimensional clarifications, errors or tontlicts. General contractor must verify dimensions prior to starting work Consult with Architect regarding errors, omissions, or changes prior to proceeding with construction. General Contractor shall be responsible tor providing a weather-tight building including ail necessary sealants and These drawings are bid-design docornents. The Owner/Developer and Contractor shall assume responsibility and liability for coordination of related bid-design work, Including but not limited to, electrical, plumbing, heating, and ventilation. THE ARCHITECT IS NOT LIABLE FOR CHANGESICORRECTIONS MADE BY ON SITE INSPECTION DURING THE COURSE OF CONSTRUCTION. The Contractor shall utilize construction techniques arid practices standard and acceptable to the construclibn industry. The Architect does not assume liability or responsibility for methods of construction, saskagaletien- details not included on these Contract Documents. The Architect has not been retained or compensated to ; provide design and/or constivction revitwiservices relating : to the Contractor's safety precautions or to means, methodS, techniques or procedures required for the Contractor to ; perform his work. The undertaking of periodic site visits by the Architect .shal1,494 be as supervision of actual , constrUction nor make him responsible for providing a safe - Pta,ce_tor the performanbe of work by the contractor __ contractor's employees or employees of :suppliers of za subcontractor's, or for access, visits, use, Work, travei or' , 'pcuuparscy by any person. Area Calculationt Unit Unit Patio/ 2nd Fl. 'total C A 2 10 0 2br/lbth B 38 2br/2bth Totals 72 1';012'avera Parking Stalls tArni 2 car 1,2 20 Total "7 garages with private access door 7 • garage stalls - Total Stalls__ A,B,C,D,E Rec. Storage Compact Total e Decks/ Lot: CliaraiP 11,140 Total 39,8 0 8 CITY OF TUKWILA APPROVED 12,122 6,180 764 388 RECEivED CITY OF TUKWILA HIM CENTER 0 • 0 8 76 SCALE: 1* = 8 5' LAND SETBACK (TYP • 10 • • ,; I • r • • • 4 CONC, WALL- CHT.) • r N 88°25'27" • — I 1 •1 . 44 1 11 1 11 l C' o " • • • • ! . • • L. EM AC (-N • • • -•• - -- • • 1 YP • Nc E. Of TEl 'RKIr l.o�• N°T To SA C- L, ° J410 1 Il.- , 1 1. 1' ; • 150.00' . I78.o cal • Ho2SE9.loE P,Y , Mr z./.11) pLY ,�IZ�A 1 EXISTI\ I c&e: f.l c 112 G CURB (1w) 8' BUILDING SETBAC< (1w) 4 1 6 • FE-IC TENS • 'NEW - t V3' ..v r • J -. ". - . •. . e . . •.. .i ` ;a. - ;: '+ a .ii' ..^; 1�"'. ' ' " lr 3t � "i F,t . i'�': F_• „F ;f c. IIIIIII IIIII! 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A • a. 4. 11 , e. • • 1 1 %_ -- 1 �--- -�- 130 -- --1.28 4 AO CITY OF TIJKWIS A APPROVED t ' Ig SU'_ DING . •ISIO r t 4 " • • r 1 • Fair Housing ct Accessibility ores (See 24 CPR Chapter one, Final Fair Housing Accessibility Guidelines , Federal Register 3 -6 -91 volume 56, Numbe;: 44) available at the Department of Housing and Urban Development office. Site Design 4 1. Main building entrance must have an accessible route which complies with ANSI 4.3. 2. One row (minimum) of mailboxes to be 'provided within reach range of a person in a wheelchair. 3. Accessibility is required to public and common use areas elsewhere on the site that are available to the residents of the buildings. 4. Accessible parking spaces should equal 2% of the total number of accessibftf` teron.te site. ' Dwelling Units ' 1. Ail doorways intended for passage shall provide a 32" 2. D sear width.. (2'-10" door minimum). oors in public and common use areas and for primary entry doors to comply with ANSI 4.13 3. Minimum corridor wicfth shall bbe 36" clear. 4. Access to exterior decks shall be provided. 5. Exterior thresholds shalt be maximum 3/4" high at unit entry doors, doors to exterior decks and accessible routes of travel. . 6. Kitchens and bathrooms shall be large enough to allow HC parallel or forward approach to all fixtures and t appliances. . 7. Clearance between counters and all opposing base i cabinets, countertops, and appliances or wails is a minimum of 40 inches. 8. Provide minimum 36" clearance for water closet in full bathrooms. Hardware 1. Light switches, Environmental controls and electrical outlets shall be mounted no higher than 48" and no lower than 15" above the floor. . 2. All full bathrooms' (with water closet, lays, showers, tubs and tubishower) shall have walls reinforced for grab bars at appropriate locations, per figure 3, 4 and 5 of Guide - lines. Section 100.205 (c)(3)(iii). 3. 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St +:t Et Zt tt Ot. 6 � I 1 � JJ )) ++ ii ff Illlllullluiillfflllllllllil onl imillillhinl.Ill ll�1!Illlllilll!! �11l1 11111,11 (IJIUi�I n1 � 1 II I flllnl{� illllll lilt �l IulIlI1� 1.0111.11 :111IIIIiliil 1 111 n tij I I l I I I l I I I l I I I l I I l l 1 1111 l 1 11111 I I1I111 Iil 1 9 1 10 11. MAD 1 GERI+m 12 L 11111 9 5 h E Il�l�l11lll! illl11111 !11111111i11�111111� 11111 1 11 2 BEDROOM/1 BATH 19 I sr s' — E.X 4P:).$ f al p w � EI4T 170 `fq CITY OF TIJ WILA APPROVED 0 NG D. ISION c.. ` OCT 2 O 17192 4 N .- .rte 1 ".: V) r N W N W M D Z w0 a0 . 1- I w Z w w Z 0 w rw Zw w Z ~ (9 U Oa N- ' n , • ' ' •"3 7 -- f , S 1 /-, rP tt - 6 4 , ,- 14 . <. ?, o . - ... 4' , . ; I - , _.r.. . . i _, (- .. , i w ' / Y "1- •• -• &, • ,, ••••• . • ... 1 • '.. . . C ' - * c .. r I f l l:, -' . „ - 1 i '-''' (4- . l+ • C . ) , •• 811 .. 4 ... . , o, 4-: -._ ' II ;•: ',, ..- r. . , 1 • .• - ,..- X tt g4u. Be 'Detl ED B "- a q /o, t -i 51t i eus r,4-) ) At 1 11 ...EtJ Azes ab wte,.n4 • • 4 • •4 N...,.. -,--' -•-- - e % -r-- , ets -- - -- .-nk-.... \,,t.4 . ,....„/ ,- .„.._ - - . -------if, - '3 - 4.) , ,..... /- \,------ - , ,...- ,. = - s.....,- .N tt- ,. elk X-' need 1 Barrier-Free Unit arrierFree Notes. H ; • Width. The Wi6th of wake and ramp shall be not. lees than 44 inches. A walk sulfa* less than 60 inches In width ' shall have an unobsfrueted passing and furniree space, not • less than 5 feet by 5 feet, e Intervals el net more than 200. feet. The clear width of cub cute she tea not less than 36 inrehes, exclusive of the rewired fed) stopee. Projecting . 'pipets shall comply with section 3304(d). A. Kitchem A teouriter shall he provided t Ileirtaxi.rnon't height of 30-1/2" wittespeted beneath et lea. n heightte 30" wide arid 24" deep.' Kitchen ah if aye unobstluonecl floor space with a minnnum•climan Of 6'. • . t3. Dootwayse Evety doorway shall permit the installelioa • 4 door which when fully opereehall provide not less than 32" clear opening:. An unobstrnated floor spree 18" widil ellen adjoin the strike jamb on the side ef the direction el s door swing. w • • • ./ C. w r Closet: Shalt be (hothead with the top of the seat 1 1 * 6" le 1 above the finished floor. W3ter ctosets ahati allow a iNelmurn 100 spec° of 6" measured'honzontalej from the front leading edge to the base by 6* high, lateral distanee from the center line of the water dee& se4 to the nearest construction shall not be less than 15" on one side and 41" on the opposite side. D, Grab Bars: Shall be not lesslhan 1-1/2" in diameter an$ t if wall mounted, shall have 11/2. clearance from the wail. A •ge grab bar, a minimum length of 36, shall be mounted ` fr2 ; I , the Beef at right angles to the centedineot the water closet end not more than 9" behind the seat. A grOlt ; bar, a minimum length of be mounted ,pg7 to ;34froji above the floor parallel tot 15* to 18" toratara of th seat. Grab bers shall be capable of eupponing a 30 pound live loa.ct without permanent deflection. •E-. Lavatoties: Lavatory shall have a rim height of xi" t 34" and shall have a 29" minimum clearance from the bottom of the apron to the floer. Faucets shalt be levet! t type and shall be no more than 17" from the Imre edge 0, the lavatory or counter. Exposed drain pipes end hot water pipes under a lavatory shall be recessed, insulated or guarded. Protection shall be provided to prevent burret 4 from contact with hot Water pipe and waste fines where the water temperature exceeds 120 degrees F. • I F. Mirrors or Shetves: Where provided, at least one shah' be placed at a height not to exceed 40" above the floor; of; from the top of the shelf and bottom of the mirror. G. Tow& Racks, Towel Dispensere & Other Dispenser& Where•provided, at least one shall be mounted sp as not te exceed 40" above the finished floor to any rack, operating , controls, illeChanism or dispenser. re t „ tinkz_itueeette. eetnetaiarree/te sh conform with Washington State Handicap Regulations f& Barrier Free Fadlities; Sections 5501 1-4, 6 Section 5501. Hardware: M hardware use.d in accessible H. Hardvvare and &ditches: All hardware and switches . . , , 0.: ' 1.' Door eletaere Or power operatects shalt be opereble es •;1r ired by sleretten 3304(g). ; E ceptiert: ' 'Flo& pd or :electric eye actuated power t 0 e 'pr A rlopetat . ed . doors shall remain in the fully open . pelsiti than n 6 seconds before closing. ; T nch switches shall be moonted 36" above the Wetland t less •Man 18" nor more than 36" horizontally from te ; nearest point of travel of the moving door. 'her power operated doors must tact detuated from . lion •ho nearer titan 36" from the nearest point of travel o the rteceOg door. . . 3 Looksets and iatchaels shall have lever Or ether . '.' d vice(s) iaehtch will permit operation by wrist or arm essure irir action. • t , . .ceptioni 'This provision is not re.quisite at mechanicat, ' . - eferrthical 0 janitor rooms. fight of Center of spindle or actuating device shall be 36° t 42" atioVe the fiper. : l< b'S of frendlesnor other eperatieg hardware en 'aciers ding t;3 loading platforms, stag, mechanical • uipmeht _rooms, ot other areae hazardoue to the blind all be kneeled or otherwise rough to the totich. , . , • 1 Door pulls sh ll e be mounted to as to be pulled:it I pig no ht 421ave the floor. .., - • I Lighting and ventilation switches in accessible &Jelling • hits she located not than 46" abeve the finished fibor. e - Electripal convenienee outlets in aecesenate CiWellieg i titres Shalt be toceted Tioi leS„S 14;10. i.s abode the ftrOelted , ; :nor. • f t . Dextr end drawer pulls in ace,essible. duetting wite 1 -natarte Ine tiSerto op :: the itt s.el.the tit graspines , • ;.., ‘ i ' o o ' :C O; d°c' I 1. 1%, d r; ) ie c r t - s 1 rt e l e & e v l.. t ' 1° ‘,n r: co kl r b s bi •l a O s e l h hl a 8'; i l e' ll. lVe e tlS' ' erd ' ' • 4 w • • • r J. Hazcrds. Anti pot i6M the edge el an accessible route ; of travel which is mole than 8 inane above grade, or wretch i e abuts a hazardous area, shall be provided with a protectiye rang with a top rail at a height of 36 Inches and a nlid-rail at a height of 18 inches. K. Handrails. Raines which slope morelhan I In '20 sttp . • beprovideel with handrails on both sides atabeight °ince less. tttan 32 inche e. nor more than 36 inches, and Shalt extend not less than 12 inches beyond the top and bottom of the ramp. 'me hand grip portion of the handrails shall be ' not less than 1-1/4 Inches nor more than 2 'richer; in the outside dimension and shall be basically oval °around oroSs-BeCtiOn and shall have smooth surfaces with no sharp corners. When wall-Mounted, handreils shall have 1- I 1/2 inch clearanate form" the watt: Handrails Shall rtat .! I regMFPC!at of - ■ - • 1 1 , • •• 1••• !..n... •••i;i::: , n. n ,,......: , ...:■,..... .... ... .. .. ....--; ,. , -., .,„ ,•;:.; . ;., •• ... :,•;,.......:„.... :•,,,,__.' „,,, „;...",•, ,,, ,-;,..., , ,•:,.....,,,,, s : „„ ,,,,t,,•,L ?..; e- • p. Illumination. Illuminalkm shall tx) provided along the"' 9ssibit) of travel, at any time the building is eat g •- tujalesi intensity of riot less than one foet-cartdie rade • t.• Sr At every 'pritilati) public site entf,4nce and at i ehiety rneOr.jeiatetion along or leading to an e.ccessible route of travel, therwethall,lete.a sign dteplaythg the Inteertaticital fkrnb Sur..,1 sign shalt indicate the dirperilort to deettnation3, including butnet fitened elPtiouo cal* entrasteest primary. public entrances, and teptirldnet spaces provided as Oeonired in $oettlert 75Et.1 tl Sighs shah bo readable' from but ;elicit! nO't obstruct,. thei, sat* Mute of travel. All Sign; r uirod,by 04-sea0t1...„ A Pali comply with Settion ;5505; , , . . , . -.WI' ",„,, gill , •. , o'i • . .g1„.i,. i al ...,.. . /, 1,1 is a .ari _ .. .. f it. . - - , n • • ---$ ; a l • c6toon % 4' 7. ••••,.,•••••■•:-•-; . 1111111111111141111 11 • I 1 111 0 181445 INCH '5 3 4 5 6 7 8 9 1 0 11 m.A.DEugGERm.er 2• • ; i E. Skpe. Werra shall have a slope In the eliretelon ot. travel : of not mote than I hi 50, and a cnesseelope.of not more than I in 50. Should the slope of a walit exeeed I In '50, h shall be classified as a ramp. Ramps an Arta eute ehall ; have a slope of not more than 1 in 12 and a cress-slim of I not more than 1 in 50. The tOCS of curb cuts shall have a slope, not Marl? than 1 in 6. Such walits, ramps, and curb cuts shall not b interrupted by atempt Changes in level i greater than 1/2 loch. • .. F. Lanciirros. Landioge shall L provided as required by Section 3307 (d). • . . 1 G. Grates. Within an accessible route of travel grates shall have openings no more than 1/2 inch in least clear distance between solid parts. The maximum vertical 1 surface ottartg f. shalt be 1/8 Inch. -„ • H. Expansion and Construction Joinfa. Expanaloreand constniction joinic shall have a width of not more VIM 1/2 inch, shall be filled with a flare compressible, ; elastic • Material, and shalt be flush with the esideee. • i Materials and Construction. An acosssibie route of travel shall be constructed of a firm, stable material with a smoeth, slip resistant surface no; interrupted by any abrupt change greater than 1r2 inth. My abnrpt change greater than 112 inch shall be beveled to 1 In 4: No ahwpt change In height greater than 1/2 inch Is allowed, without meeting ramp- requiremente of Section 3306(c). Where an accessible route of travel intereects with•wallts, ramps, landings, curb cuts, roadways or parking areas, they shall blend • to a - common .surface. Curb cute shalt have a contrasting surface texture. . MAttges), 'Tel? '- or- ,ftri,v-„c te arS 4 oeltne,L ; E ter 9 75 171%ii Le) ?kr/KN& Frztztlrr 4 svt4 <NALL R.G otel unel-f) e Prera. f )Lik: 019 <41 1 1 4 ER. , • • • • 4, ' NOTE: I f the' microfil document is less clear than this notice, it is due to the quality of the original document. • 1 74 • c ";1" ef■-' tg rcIC , V; • • c • rr ett. seee eees. . ( • r.- - t t40 4 4 441 5.9 ., .. , ... .--....- .. li ir - - : ....„.........r.:.....:.....,,..„...,!.......,„.._ -,•:•,4-,,, .11;',, .11.7.... ;W7' Al' - 1-% " , .,,i ZteiP '"). itteZlifte re?,,, .... . - et, ....e.i .a ';''''''''' '..-:--1.'-''''''''''''' '''' '''' : 1 ; - . ........et.'• teetereeteett........e.e -ease:err easeeetetetee. 2. ter tee • 1 ! .i i ;1 t • re 1 't G2A/ _ t .. / - : . 1.446t,; — ' . „Ie • :;- ,..,.. ..-.. 1 op 6e Z2 9e sz--: e. C 12 0-e 61 81. f.L 9L SL 4 7L el e.1 L1. 01, 6 8 L. 9 c NIN 11111111111111111111hPIWIMIWII1WhWhIHIHUhilhft111HthiLlalifi11/14:11111 1 I M IH M in . 11111 11 1 Hillillit i l!})1111. 111111 M, I iiithildiThAP I IIIIIPiihildillihnI I IHn I AA11111111k1 1 111 . 11ffibUIRIdUnhi l lhillhillhinhildidid111 11 1111/ 4 jJ l‹,t e 'teetlif I "jia' 1 < 1; te•?7‘,.. peariee t4T en') ..eterltesgel Cre..CX. WP ti-1,51 - - Cocs 4); te•-tet.- Leini>er eettel 4 / 11 S-1.6r41 4 ap- II is -5 • 11- ii (-* — nildiee -0 . - .ji „Tr-Tr - -- --------- — r T- ,,- . t t, - ,6.• "0 ____ _________ _ ..— ------- _ ._.. ____________ _____ is - b a. fee . 1 .. 1 I e:- 11 I, , il L. t ri ?".) _ (4 0 CO •• 0 /a. eetrn.,,naitvetreettereatetregeterste;an - BEDROO /2 Et TH -4 TV-5 1 t: , ; • I" ' ••• \ `-...... e. --A s / - - . • ,.,./\ 11 2 ) -; A tf: zi-Af; b 0 ---TN( 7' gAc-+ CM OF TUKWILA APPROVED ‘ 0112 IDAG D 61\ 1-2.7-- A C-i.,E4P- t espaerea eras Noe '.denere . 87 -,e-miw6-5 ,, mm) /7 00 i - is/ors: cf.: //if 4 c: 7 (..47 . .a . .5 - /5 • ;14i - u - _ , onfa. ( v.) ....------ 1 CTE:_141t WI DITE of: • •2", - ti-xcL.1.3! t.-tc( Ailm - 1 - 1.1,-.4 ot,2. T.. zszt cit - o z r ,r• ■ ( R,f2. splalWi F.41J1Ffila-IT p.NUILD. A 4 JLf A 1 1 1 1 1 --------- .1 i 1 , r i 1 , I • . V- - • - - •- - 1 • - • .^ 4- orth N cpwasyynownoto strimermossOrAy...... - es......maolurOcb 11 . I 3 SC•A ■ levati .ss •••••••■.,meemmnrms v..01............eaor ........., , 'M 11 4( . 1 t`- 1 - fl , - • 1/4.. t-i / IrknarligtamendriligAnt076..10111..m....61.40,.1 .TmelefttnIMWap.carNsanbil•Mbaak ouch Elevation ....w.anavermozzi.ra. LE. V . 5 SS IDS`1 - 5Fir A- 'II aawp.. • 11 c;r1JCZA 0 '745 : 2,es PIS v1-1,6-rt14 / f-11-115M siVrell Og, TA IL • .11,0041..1=0,161.4.1114.70.78.11.SWAJA.104......w.erl, ImardwAINOWWWWWWOWITNIRIPP.M.M.PORMORRION, 1 I I I Fe4 sF.0 *- L. Ore- I I 1 F.! 1 ' ustr (12. 1 1 I - - -- = — - — - - -4 — . -- -- - - - - — - I tItt _ _ __sat i .4‘.c. • - "C;%7: - ./.:4' I I . / I - I I I 1 " 11 P ; i if. 1 11 I I I 1 II I I . I 11111'11(1 ` 'Iv 0 la THs INCH -- 1 4 1 ‘'t NOTE: if the i41cro:d1iiied docU is 13t3 clear than this notice, it is due to the quality of the vriginal document. .0.0•41■70101=••••LWRIIMMINAI latif.(4.0PROW,N ImMtn.eawome. warlirewevamusaapteamorawa.......... DOMmenonarls1.74103.19aMOIC -•••••-. - -1S1 Kgi ovelz eut4. PAPViz 'I E.y7r. alYtv si c op- 055 e V*. VALL - 1 7( 1rit.41 a C•apt0Ela P9R-11.5.14 vra ,9 FL-al> reaor rLT Se.c..0141.? FLoor& . rifk r- F DAz" 6F-AL 7 8 10 11 04 GERMAN', 12. oc 6Z, se. LZ 9e se 47e ze I ()? 6' el LL 9 gt 4 71 El ?A Lt. 01, 6 8 L., 9 S $ 7 " 0 1 I 1 ;1'1 I I 1 W4„ '•••"'"; West Bev 0 bon - .1.1....■••■••‘ st Elevation • • -sa • .011•71NIV/I .1111.....WWINVIT••■••• T HAerck 1 13 sm:146 — P•s?i4AL-T -- STU 1',17146 ----- Fop. S 01e4•12. ECWIR Al 13, 0NIT ) CITY OF TUKWILA APPROVED rir., ing2 , , 1- 11 5 - N QC 2 0 1..-hz • r } 10 F' orth Elevation S 1. 1 /E) s j 0 South Elevati�n Para : Ct tITRACTO z TO t nM: Ft kOTI (-4E1 TO 1_,t 4 V FLAN NOTE: if the microfilmed document is less clear than this notice, it is due to the quality of the vrigina I document --4 ri g- T rL401 I t &A-set I i Ft j r .5 T E15T1tscS!a� n a r•.:+a ..95..rTL9,c r is !,16sstYSU!rI�'..e3L✓. /.aL"rv, r,. , ....... <,.' r .y.•« , s.r [ ?�'✓.e s j+ ilk + + + + +I + + ++ + l +lJ { , li +IJ 1 11+ ► 1 1 ( +!+ { J i J � I1ilirjr1! j+ 11j1l 1�1( il�jl�ili�lji�111�1" j1{ rjl1f j`1 "jl�1'. {��'ij`��;�j,I�i,Iri. Hii.i 1111.I`s.i+.1i 0 18 TITS INCH ,s/ 4 8 1 0 11 MADE IN GERMANY 12 • pc, Bz ee cz 9z ,z *1 c ez Lz p 61 e1 1.1 91 91 IL c1 j1 11 01, s e ' , 9 s 4 7 c z " 0 �! Ili{ 11! iI( I! i{!l llli !II {I';lillll! {!(!! {IlII {II!! IIII {11IIIIllli�iil llll�llli�i!!��liflllUh!IL!I ; 1il ill 11 111 llll .l 'l iill{1(11j ail!1!11111!!l11]111? i lli lil ll{ 11i1I111 {�111Iil : 11!(!lH IIIIt!III 11t�1111 !!!!{!!!! !III !kWh; 111 I ! ! 1 ! f1 l ! w..S.� - 1 . +.d..�, ... L .." s I I 1 ! 1111 ! 1 1111 I l l i 11.11 r Est Elevation c: 1 /b" East El y. uil F1 fzerupek, ./E 5 vation Is Ir9 ( J I:— =. �i�l►� I,JIF: fM AS ' }- Jp.L,,,T I NELeS MY of TUKWILA APPROVED C , 7 ' TZ. 1�— N r. J W w lL z r- S cr y cc cc cc a W N woe 0) Z z w0 �- I zcn W I-� w _ z Pi .4( r w 1""1 r I - 9 4 • _ _9 - - , 1.6-0 s I q -0 • 1 I 1 I I I -- I 1 L sLAD ON CO/APAGT F112- -- -4 -1 -4- - • ..VISSoft`f 1 „ , 4 4; • Cr:4 1/...1 &Ali'. 4i Z.4■5 . 0.7! " I P1 11 [ 1 1 1 - .1; 11-r !Kw 0 6TFiS 2 4 5 6 7 8 9 10 11 " °ER4°Ie 12 NOTE: if the microfilmed document is less clear than this notice, it is due to the quality of the original document. 1 OC 6Z 8e. 9Z .S3 .1 7Z CZ ZZ LZ 0? 61. 8 IL 91. SL t' L L U. cll 6 8 L . 9 1-3 4 7 row Q jtbi • II , CANC. • Ct SSt I C::. 01)1.4C 106: 1- ePe \NP-y 9 o k - • I c> o " L. 2 --- -1-4 1-- h i o il .„ CITY OF TUKWILA APPROVED t,c 199• . R"' DIVI °CI C 4 C5 0 IN U IN U X 890,a X IN v,t 4 ?' 9 4 .) It) ! 5 tr-k , • `..'' - ':;.`;';', ": ;". ..V.' ' '-' 21" ; ' ' ' -'''' : : :". '''' Ii :".i `.": e• '14.1 . - : -- .g' , ',": Y:' * e4 . ,,,t, .....-, r ., . � t I ..-'' I ,- t \ / ' ,:,.• ..; .., fP WOrlehl 1 -.... %.-. / ,/ • Ei a • frfifip till 14 rrii rp 0 16 7145 INCH 1 2 I I . y4 .1;K:/j3 4 5,1111111i 7 I 4 5c4b-L.. I/ .1„„1 ) ROTE: if - the' MicrOfiG m ed docuent is less clear than this notice, it is due to the quality of the original document, 1 (.'‘) e? rf" C I 2-• e— • 4* 111 I rt- 1111 9 10 11 r,/,..w.Z IN CANWIll Oe 6Z 8G 12 93 SZ V?. sz ez tz OZ 61 el Lt 91. C L R Ot, 6 8 L 9 4 7 E.? 1, illhillill11611111,111 ; 111111111111111111111141111 JIIHIRJ.:0 1111166111-1[ /d1111J, I JIIP , I l l i .1 11,1 HUIlllibIllillithili,ffid 11 111 1 41111111111J1111,1161111bIliii!ii.11111111111NLIWILIHIIIIIIIiiiillidnifil l 1111111111 1 11111111141111111111111H I MMIldi111111111 cov.1-x- - e." 1 -ste Tf tf „A\ THI'SC Will LE, f H /L I Li.j 1 1 i . z OrriCse,.. alletter..,1.11,01../tO 17 - 0 id -0 LoiiNeye, •1' . • 4 r -0 u 1 ing Floor Ian E•14-2-„, r AL i a I •41 --# t 4 - r itw r c:1/eF14: L-0-* 4 CITY OF TUKWILA. APPROVED nr.c, S N 4 7 m DING DIVISION OCT 20 iv;;z 0 w Cs4 V) •— <( vJ co oJ Cr) Z Z .JJ > < 7 Z (!) IL/ f•J 1 0< Lt.) ^ seos N 1— w 0 r kh" • ■. • rtO South Elevation . - • North Elevation N II ! SCdPL. IJ j Oli A.■•••■•+••■•••*■• - • • IIIIIIIIIIIIIIIIIIP.11111111111111111111111111111W11111111111i 0 16 THS INCH • ittilaSOSIONIEMSNEOPER&M • • ." • - • , - - — (-early PL—.1 E„ y' T. sT E.ri h16 (.i-lip) - notice, it is due to the quality of the priginal document. P-5.5z,rmul ve:rPitz 51-Itert 14."2-• ilding. Section 0C 6?„ L. 9Z G 4 7Z " 6Z E 1Z 0 2 6 t 8 L.L 9t G1 1 7i Cl El 6 8 L , 9 G E t i^ IIIIIIIIIIIIIIIIMiddiffil1111111116611011.Lig.11).11111H111.111/y,101IJRAglit9Itiljliti11PliliUddli littbilillri,ilk4t1.11.1W111111111161111111111h1111111111111111ilditil61:JPIWIlliiiI11411111M11111M11111111111111111111111116111111111111 Sq1-41e •••••••••••*0 MM 1 COL� Z sysTem re) /PM \ volt-teoact, w000vic, ..11•010101■Itlau .1" , East Elevation 1 /42' C A ) , 1 West El vation -- . .srUcc.,0 . 4. ::,...?„,?:,.., : ..J. .-_4....,-..::. , ".. , - „ ,,, - ;‘ ,-, ...4/... ,, , , , ,, ,,k4e..4i.,..2],...ix€.4.,4,-;.4g..'k.f.-:.alia-i'i v;..4.9,:4.:, - iirrriiilitilli iliri ! ! iiiiiiiiiliwillidiliiiiii iirrilitiliwilltimill 1 1 I. , 1 1 • 1 , IIIIIIIIIIIIII 1 1 1 ! 1 1 1 111 i ..,...,-.Q,k. 1 , , 1 2 'P 3 4 5 6 7 8 9 10 11 W IN GFR.Ag 12 , NOTE: if the microfilmed document is leas clear than this • PROVED -- DEC/ I 1 / • CITY OF TUKWILA • 91.1h) 6IG DIVISION OCT 'I 0 3 z W < w < c X o 0 P"' 8 Ui Ui a. 0 • Biz E - i ..,. . - V'>e±" _, z.,:,, ------- . , , i , -------4-r , ---4r , - el kz S•r;e: ' y • F1.4n$4-i - Oul-ari - 4. frift; • ' AVI Wili fit., raid • PiNNU... 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NAA,1"; 4, 91 - Witia; //'" 4 - F izu , s e _ THE JOHNSON ri ASSOCIATES Landsempe Arthtfocture IA* Fivat4K4 ••-•d*"--. CITY OF TUKVVI LA APPROVED IS AS.1 NW BUI4 DIN II ********* • a • I !VISION MOO E. Laois* • • *$WAdi12 Mei 8 " RECENED • apt cIF Twat). D EC 2 1902 paw csfflut • ' ' N U ' • rvg Ci F 'rAIF.l14Gl 140(L.L • ;: e; 1' �E; titw tr• iiet titii44tttltet •'trrtrt_f•„riftn_f!•>%.t sNtf• ill II ;.;■ttatortlaltitannith riir tnienifr iftwtai. MUM LAWN 01r, ■nrrmtnf trwtrrfflt f e ..Britt_ -- - .itErA114I 4L , 14ALL. r• rrr r ✓ 1 43 Q�issYW •:s''3. " ".u'`.sla`3''� /,`",rs� . -. r;" �; Yi+ c+ Fli= Ta��C. .y`,'�_,k.�•...�' -t \ 10:001140, ir4Ot 40 a . . .. . ... . .. . .. . .. .. ... J • 4' " ry TiNif • Y 041,p- / • � t y • r C) NAL 5F' =C'.. 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S S 4 7 C Z t wry Q 1i �l)flI 1U1111 111 111111 1111�1�111IIiililiilillU!Iiili! It II IUIihIUI .> C • 1 CITY. OF JUKOMLA APPROVED TIE 07 2 c.. ,, OCT 241 199 4 V n 4 PROJECT ..• <••••,• •••• ..••.„ w._ • a..,. •.... < . .... .. .... �, .. _a EMERGENCY fi.CCESa INSTALL MITERING REINFORCED PAVING SECTION PER DETAIL .<.... .•as..... n-.. ..�..•... - --. -i . w e 122 r 1 ti 5 • ' , ,, ‘,:kt, . . ... x7 1 : " .. .......1 1'1. 1 . „ 1 1-IfiS1 Ff . -- . h < ; j • w n a t S • ';',.• I v �,. ;• � .. .. w ? :. ». s, ., �. �v 5 .; ��. w. .a � �� :, • • • .. Y • • t 71) . , :f... ......................................................... • .4%...:(.74/1..... r LEGEND Ai) #.> -- PARKING • + • '6a �,..• 1 e : .............. Ir ..... ..... • • ;:I[?E ...... ....{ G 424. 1 71J41. •• .. 1- aS3 ;r3 1 .o r O Y lf N. ��.. 1......_- - a3a .8...... } JF . a • • Rte.... .. • \ ',n;JiOlIf (3RA01-: r, •)N s:)L1Fy i"Rr'fc _.Ef} rA!U1tj `NM)- w ,rRtThEL: r.11RH ,�I�!t;RLTL ( ..IRE7 '.WAIN AGE. S ORIA ORAItJAC,GI urn: rI r '1F RE ?'1014Thr, WALL r IN AI c;p 4oF sf ' { , r •1t' =L 1 NEE 4 l 1 ,..., +171,,. • ••• Vv. Ali ... .. 7•V41-- ' -() .R� ... .•, .... 4 ,' • li .......... �.......•..... A 1rth - HF•iY 6'r *- i 5�•.9 ................ PRno J . _.._. q 1, ......... r. ;. :-AD•• \`s�1.0 } .._•....� PA 9 . . ' � •C ' ( A ;Sr A y 4 T ' a ` �" A�, y .. '".f • ' • ',,,,• r -t+° ^ (7.,6 :, r- `..c. `�.. ' a t, GARAGI READ w _CURB WAGE • ,,, . n 'C .............. ...... • "I.......... FIR" r FF. i'�Fl.Y ,.."/ E . DECKS 11 J ARI CANTILEVER .... ... ! )' . • RE ENE s ••• 1•t"• f� R•• ALL RETAINING WALLS °pV. i GARAG r _ GE • TO HAVE RAILINGS 42` <r MINIMUM ABOVE ADJACENT ACCESSIBLE SURFACES PER ARCHITECTURAL PLANS rIEREVER WALL HEIGHT IS GREATER THAN 24 INCHES SEE NOTES GRADING & ROAD PLAN 1 CRYSTAL RIDGE COIV��?O,1�1/!NlUA9.S 6 .� r rd AVE 5 & SUNWOGD BLVD, TUKWILA, WA NORTHERN EXTENT OF ROAD RECONSTRUCTION SAW CUT EXISTING PAVEMENT. •, -a . • r ,m CH 1,11 5, I. r GARAGE '' • • «,1)' W I; ROCKERY rc; REMAIN CI !EN "( • z � m,.•, . , R «. �. . c - •, •.... ..q r •••.....I• .............•... \u(' • �.:. ...-. .._......" .. , ' :�' i • 1 • w ., n ,N ' •r+i •• • .•roe. w .•'P.: •. !. f , 't',+. 1 .t .,rw ... r. +'+. �- - '�' € E . = ::T_:!'f�...y, ...... ; . ......... 4DE1 •NA •I)I ... . _ _ _ 1 ~'� ••. .... #3I .. • -CARf'oRT''•, O • • Af • • St 1 (tilt - • • • '+.' `\ • ' \ • fi• M n.. •.•eswl •e• • ',.. X -- _. ..y. ' .- .�. r• 6; E)aSTING ROCJKERY TO REMAIN GAR AGE - ARMING LOT +A-- " • . , • '•t ' 1 ...� ' Q, f.. GARAGE 5 • I \ REM - -) PO;KER Y fO s'(O • ER ry IJOE: O ,6 THS INCH • 2 .....•>"• tY i t + ,:�) • t.0 :KFR 1:') REM MI tf ,•FALL k()C,K Er ,' Al PROPERTY LINE SCHNEIDER HOMES, INC. 6619 SOU THCEN TER BOULEVARD, SUITE TUKL A, WA 98188 248 -24 71 ! "•hSfioa0.�+��sa?,FS$tstk.�wf' � ',$41k�.s�'!?� r�iii�rfL��1�`'� J ,1 'P 4 I NO 06 6E 8G LE 9E GE 1 7Z 11111111111111111111111PIIIIIII1111111111111111 !IIIIIdIIIIkhl - PROPOSED 115 LF ROCKERY . . . MATCH EXISTING SEE ROCKERY DETAIL •. CARPoR'f•••••• GARAGE ic. REMO vt ••EXISTiN( AND e;flT"fsRi •A` BUILDING ••••.... ° fARPORT.,. ...... •o• 8: 111' t6 ...... - •. • • .,•: _ .: � ;:�fi•''" .� sue. ...__� t ee AE • J /,J1-3 #4 f...uu .wry_.. �r�-r_.! " ? S�`�� \ g",& • \Ai) REMOVE ROCKERY iu •• r0 1 -i PRCPF r. rt 0 30' SCALE 1" 30' . . . r ......... • • • 0.4. se. Orn-r• vex xv... eq. •••••• •Ael ... RAGE ..... . r ". - • • RAGE • 4/ 91 OJH APR REVISION MULTIPLE STORM DRAINAGr Al IGNMENT REVISIONS • :4.4. ..,ii . : I . . "34 • I 1 If the microfilmed document is less clear than this notice, it 1% due to the quality of the original document. EASTERN EXTENT OF ROAD RECONSTRUCTION SAW CUT F.XISTING PAVEMENT. , - CURB AND GUTTER *744 MATCH EXIST. MAINTAIN EX. FRAME & GRATE AGAINST EX. CURB 12 FOOT MAINTENANCE ACCESS ROAD WITH RITTERING REINFORCING, 4. CURB CUT AND BOLLARDS NOT REQUIRED PER AGREEMENT BETWEEN CITY OF TUKWILA , 1. PLANNING DEPARTMENT (JACK PACE) AND PUBLIC 2. WORKS DEPARTMENT (JOHN PEIROG) ON 3. NOVEMBER 17, 1992. • • 1 1 1 11111i1i1 11 1j1i1111 1 11 1 J11111 1 01 1 111111111 1 11111 1 111 1 .11111111 1 11■11111111 1 111111 ROO< LINED SWALE PER DETAIL ON TES.0 PLAN tii..411111111111111111111111111!11111H11111111 9 10 11. w.c•Elp•ARAWfY 12, NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (MOOT) STAN- DARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUC- TION WITH ACCOMPANYING STANDARD PLANS AND THE CITY OF TUKWILA STANDARD PLANS WHERE APPLICABLE. ALL MATERIALS INSTALLED SHALL BE NEW AND OF THE BEST AVAILABLE GRADE OR QUALITY; 2. THE BENCHMARK FOR THE PROJECT SHALL BE THE NE FLANGE BOLT OF THE FIRE HYDRANT, BEING 170.75, DATUM OF THE CITY OF TUKWRA SEWER DISTRICT AS SHOWN ON THESE PLANS BEING 15 FEET NORTHEAST OF THE NORTHEAST PROPE.RTY CORNER OF THE PROJECT SITE AND AS SHOWN ON THE ALTA SURVEY, SUNWOOD PHASE BY TRIAD ASSOCIATES, NOVEMBER 22, 1988 (#88-313); 3. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO BEGIN- NING CONSTRUCTION. THE FOLLOWING DRAWINGS AND SPECIFICATIONS SHALL BE MAINTAINED AT THE JOB SITE: - CITY OF TUKWILA PUBUC WORKS SEWER CONSTRUCTION AND DE- VELOPMENT STANDARDS CITY OF TUKWILA PUBLIC WORKS WATER CONSTRUCTION AND DE- VELOPMENT STANDARDS AND MUNICIPAL CONSTRUCTION WITH ACCOMPANYING STANDARD C WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE - THESE PLANS; 4. PRIOR TO ANY CONSTRUCTION/DEVELOPMENT ACTIVITY A PRECONSTRUC- TION MEETING MUST BE COMPLETED WITH THE CITY OF TUKWILA; 5. ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUC- TION AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUC- TION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED IN ACCORDANCE WITH THE TEMPORARY EROSION AND SEDIMEN- 'TATION CONTROL PLAN AND CONSTRUCTION SEQUENCE; G. THE TRAFFIC CONTROL PLAN ASSOCIATED WITH ROAD RECONSTRUCTION SHALL BE ADDRESSED ON A SEPARATE SUBMITTAL FOR APPROVAL TO CITY OF TUKWILA; 7. LOCATION OF EXISTING FACILITIES ARE APPROXIMATE ONLY. THE CON- TRACTOR IS RESPONSIBLE FOR REVIEWING ALL AVAILABLE CITY AND/OR COUNTY UTILITY AS-BUILTS FOR VERIFICATION PRIOR To STARTING CON- STRUCTION. NOT ALL FIELD CONNECTIONS ARE SHOWN AND THE CON- TRACTOR SHALL FIELD LOCATE AND EXPOSE ALL CONNECTIONS PRIOR TO CONSTRUCTION. CONTACT All UTILITiES IN THE SERVICE AREA AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION BY USING THE ONE-CALL LOCATOR SERVICE AT 1-800-424-5555. CONTACT THE CITY OF TUKWILA PUBUC WORKS DEPARTMENT TWO (2) FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION AT 433-0179. 8. THE CONTRACTOR SHALL IMPLEMENT ALL TRENCH SAFETY MEASURES RE- QUIRED BY FEDERAL, STATE AND LOCAL LAWS, AND REGULATIONS, AND AS NECESSARY TO PROVIDE FOR THE SAFETY OF THE WORKERS AND THE GENERAL PUBUC. PTE SPECIFICATIONS 1. PIPE SPECIFICATIONS ARE BASED ON DESIGN CONDMONS FOR COM- PLETED PROJECT. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ALL SUBSURFACE INSTALLATIONS; 2. PIPE SPECIFIED AS CONCRETE (CP) SHALL BE NON-REINFORCED, ASTM C- 41; PIPE SPECIFIED AS CORRUGATED METAL (CMP) NIVHICH IS LESS THAN 48* IN DIANIETER, SHALL BE GALVANIZED STEEL, 2-2/3 X 1/2-1NCH CORRUGA- TIONS, 16 GAGE, AASHTO M-36, WITH TREATMENT #1 ASPHALT COATING OR BETTER, OR CORRUGATED ALUMINUM PIPE 2-2/3 X 1/2-INCH CORRUGA- TIONS 15 GAGE, AASHT0 IVI196 AND M19/, OR AASEITO N121* ALUMINIZED STEEL PIPE SPECIFIED AS CMP WHICH IS LAKER THAN 43" IN' DIAMETER SHALL BE GALVANIZED STEEL, 2 X 1/2 INCH coRRuGATIoNs, 12 GAGE, MSHIO M WITH TREATMENT #1 ASPHALT COATING OR BEITER. WHERE SPECIFIED AS DUCTILE IRON P1PE (1)1), PIPE SHALL CONFORM TO AWWA 0151, COATED INSIDE AND OUT. PIPE SPECIFIED AS SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE (CPEP) SHALL CONFORM TO THE RE- QUIREMENTS OF AASHTO DESIGNATION M-204 AND SHALL BE ADS N-12 PIPE HANCOR Hy-0 PIPE OR EQUAL: 3. STORM DRAIN AND AREA DRAIN PIPES SHALL BE OF THE TYPE SPECIFIED ON THE PLANS IN ACCORDANCE WITH THE FOLLOWING: IYPE 1 - AT THE CONTRACTORS OPTION SHALL BE CMF, TYPE 2 OR TYPE 3 BELOW; TYPE 2 * SMOOTH INTERIOR CPEP, PVC, CP, OR TYPE 3 BELOW; ALL PIPE RUNS BETWEEN ANY TWO CATCH BASINS SHALL BE THE SAME MATERIAL CONTINUOUS; PVC PIPE SHALL ONLY BE USED WHERE 3 FEET MINIMUM COVER CAN BE Iv1A/NTAINED UNDER PROPOSED FINISHED GRADES, EXCEPT IN LAND- SCAPED AREAS WHEFIE 2 FEET MINIMUM COVER IS REQUIRED. METAL PARTS ARE TO HAVE CORROSION RESISTANT FINISH. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT -tt 1; FRAME AND LADDER ARE TO BE OFFSET TO PROVIDE CLEAR CLIMB-DOWN SPACE AND TO PROVIDE CLEAR VIEW OF RESTRICTOR DEVICE; FRAME TO HAVE ROUND SOLID COVER MARKED 'STORM' AND ATTACHED WITH THREE (3) 5/8-INCH STAINLESS STEEL SOCKET HEAD CAP SCREWS; 4. OIL-WATER SEPARATOR DETAILS ARE SHOWN ON DETAIL SHEET. 1. CEMENT CONCRETE CURB AND GUTTER, SHALL BE INSTALLED AS SHOWN IN ACCORDANCE WITH WSDOT STD. PLAN F-1 AS SHOWN ON ROAD AND STORM DETAIL SHEET; 2. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 05% 3. ALL PAVEMENT MAFIKINGS AND SIGNS SHALL BE CONSTRUCTED IN ACCOR- DANCE WITH WSDOT STANDARDS AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES BY MOT; 4. PLASTIC BUTTONS SHALL BE DUAL 4.HICH DIAMETErl TYPE 1 011 TYPE 2d IN ACCORDANCE WITH CITY OF TUKWILA LANE MARKER DETP,IL ALONG GNMENT SHOWN ON PLANS; REMOVABLE BOLLARDS SHALL BE PER WSDOT STANDARD PLAN H-13; ALL DRIVEWAY APRONS TO BE INSTALLED IN ACCORDANCE WITH CITY OF LA STANDARD PLAN R6. STORM NOTES 1. ALL PIPE SHALL BE INSTALLED IN ACCORDANCE WITH MO WASHINGTON STATE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS (WSDOT) 7-02.3 AND SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IDENTIFIED AS "GRAVEL BACKFILL FOR PIPE BEDDING" IN ACCORDANCE WITH WASH- INGTON STATE DEPARTMENT OF TRANSPORTATION SPECIFICATION 9- 03.12(3). BACKFILLING SHALL INCLUDE NECESSARY LEVEUNG OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO MI- FORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE SHALL BE SUP- PORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. 1F THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR "GRAVEL BACKFILL FOR PIPE BEDDING°, THE FIRST LIFT OF PIPE BED- DING MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH IS LOOSENED, REGRADED, AND COMPACTED TO FORM A UNI- FORMLY DENSE UNYIELDING BASE. TRENCHES INSIDE OF THE RIGHT-9F- WAY AND UNDER THE INTERIOR ROAD DRIVEWAY SHALL BE COlvIPACTED TO 95% OF MAXIMUM DENSITY. OTHER TRENCHES SHALL BE COMPAC'TED TO 95% OF MAXIMUM DENSITY; 2. ALL CATCH BASINS SHALL BE TYPE 1 OR TYPE II PER my OF TUKWILA STANDARDS. SOLID LIDS SHALL BE MARKED 'STORM". PRIOR TO FINAL PAVING AND CURBING, OR FINAL GRADING, ALL CATCH BASIN FRAMES AND GRATES SHALL BE ADJUSTED TO FINISH GRADE. ALL NON-INLET DRAINAGE STRUCTURES NOT ON PUBLIC RIGHT-OF-WAYS SHALL HAVE ROUND SOLID LOCKING LIDS UNLESS OTHERWISE APPROVED BY THE CITY OP TUKWILA. 3. ALL BUILDING ROOF DRAINS, BU1LDING/RETAINING WALL FOOTING DRAINS, AND ALL COVERED PARKING ROOF DRAINS AND/OR FOOTING DRAINS SHALL BE CONNECTED TO DRAIN AT 2% MINIMUM DIRECTLY To THE NEARBY CATCH BASIN/AREA DRAIN, AND BE 4" DIAMETER MINIMUM. NO ROOF OR FOOTING DRAIN SHALL BE CONNECTED DIRECTLY TO ANY STORM DRAINIVITHOUT A CATCH BASIN. NO ROOF DRAIN SHALL BE CONNECTED TO ANY FOUNDATION OR RETAINING WALL DRAIN; 4. NO FENCES,. BUILDINGS, OR STRUCTURES OF ANY KIND SHALL BE CON- STRUCTED, WHICH HINDER ACCESS TO THE DETENTION FACILITY ; 5. DURING BACKFILL OF ALL NON-METALLIC LINES, A GREEN TRACER TAPE (FOIL BACK) LABELED "CAUTION BURIED STORM" SHALL BE PLACED IN THE TRENCH TWO (2) KU BELOW FINISH GRADE; 6. ALL GRATES SHALL BE DEPRESSED 0.05 FEET BELOW PAVEMENT OR CURB LEVEL; 7. LID TYPES FOR ALL CATCH BASINS AS SHOWN ON STORM DRAINAGE IN- VERT TABLE ARE MANUFACTURERS MODEL NUMBERS PER OLYMPIC FOUNDRY. 8. PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY, ALL STORM DRAIN PIPE AND CATCH BASINS SHALL BE FLUSHED AND CLEANED. UBMITTAL SET RI IN D CITY OF TUKWILA APPROVED tire RECEIVED DEO 2 1992 PERMIT CENTER NOT APPROVED: F.OR CONSTRUCTION UNTIL APPROYED 13Y CITY OF TUKWILA F12: 92142 CRYSTAL...DI/VG D.R. STRONG SCALE Consulting Engineers Inc. 10604 NE Zsith PLACE, 101 K1PKI_AND, WA 9tM3.1 -(206) 827 ENGINEERS PLANNERS SURVEYORS FAX NO: (206)' P.,V--2423 18 JAN 91 DRAWING NO. 92-1 42. 6 I .. I I U ° t R aw ..� 1 11R1 FL OF 3'd �� F 4 I ', GRADED OR DISTURBED .-"e.O<SV-sfloTrwi4 'SIDE SLOPE R� FILTER- ' FABRIC ; . "AA' N. 8 "3 y y < t FYM FABRIC hf/RAF7 900X BI EQUAL t 2 X 4 - 4' 0•G: -7 7 , 2‹, ;( 7 , * - ‘./x://, 1 TYPICAL X--- SECT/ON 2' X 2" X 14 CA WELDED WIRE FABRIC OR EQUAL CIA 7ER /AL. STAPLES OR WIRE p/M OR RINGS (TYPICAL) FRONT VIEW SILT FENCE DETAIL NOT TO SCALE 12`' MIN ROCKED LINED DI TCH SECT /ON 1' MIN /\\,4 TESC SWALE SECTION (Nor TO SCALE) NOT TO SCALE STAKE BALES TO MAINTAIN POSITION AS REQUIRED 1' IN FREEBOARD NOT TO SCALE 4 ° Y ?' SP'A:s T °. 6" 1 BURY BOTTOM OF FILTER FABRIC MATERIAL IN 8' X 8° ' - 4" TO 6" QUARRY SPALLS NOT TO SCALE STRAW BALES AS REQUIRED STRAW BALE SEDIMENT TRAP IN SWALE DETAIL • ._itit:14' !�1 :� 4 0 44 1.2/64,41040 - � i- : . = ��� ► 0 • STABILIZED CONS TRUC T°ION ENTRANC .. E DETAIL r 2 X 4" DOUG FIR 4' OR EQUAL 6 0 PROJECT misc PLAN AND DETAILS CRYSTAL RIDGE APARTMENTS 62nd AVE S .roc .5'UNWOOl? BLVD, TUKW /L.A, WA ....—_.. ..- .sa..lpiC /A�` n..,.,+;;;• �• .e��:...r {,.. /.. .... :J?•'r'lti'JA«8... . a.7 ..•,J'. .... I ..... / TEMPORARY DRAINAGE / SWALE DURING RETAINING WALL CONSTRUCTION IMBED OVERLAPPING STRAW BALES 6" iNTO EXISTING GROUND (TYP) SEE DETAIL L - • M am FIRST r 177:0 BSMT F.....168;6 N • .aa.•1 Await •• Oa* .• HMV. •• a••• �� ... .V. . . L . •'..',.I L. � . SILT FENCE SEE DETAIL • • \ Cg' 6: • - 4- TYP) POOL .. . 0000.....0 0 - 0 . ■ ._. orm . . .............. 1 i - " il l ..... ...... .... . ..... .....1... ..... ..;,.. ..... ...... 1 L� �.. ... A �. �.� •• ••• . .I FIRST FF ` 138.8 .... BSMT FF = • 130:0•., • HORSESHOE'.. AND PLAY AR • ...... FIRST' FV ' 162:7 BSMT FF •- 153.9 -_• •. ••■■■• i{A . •■••.a•l.h.0 m all M. _— ••• •••ms .a.• •• •-aY 6•a_ ,yss._ a•.• —.a_ J • T L /4 (Typ) r p 3 re y , r; STPAW •BALE :_ FDIMENT TRAP. j SEE' DETAIL FOR " REQUIRED VOLUME • EASEMENT • • 01■•••■ a•A-004:00a•••la , •iz........ .. ....... ........ ... - vim X • w 1_ ._.._ • ..••■• w • • ( ) • -F... m111•Y.l dm 1 ` /CB #11 . #12 • I \ #10 r • 10' CONSTRUCTION.. ail ____._ ❑ ___ ll._�__. n.. ,*- OVERLAPPING STRAW BALE DETAIL NOT TO SCALE -Cs #8 ROCKERY TO REMAIN �= STRAW BALE (TYP) - S:I.T FENCE TEMPORARY EROSION AND SEDIMENTATION CONTROL SWALE (TYP) SEE DETAILS CLIENT 62n d A VE S L TD PR TNSP 911 5th AVE KIRftLAIVD, WA 98033 &22 -6440 • Ck #13B 8.41;. A -\ 1 1 fi ....................... - =.•1.42:5 BSMT FF = 133.7 REMOVE ROCKERY TO PROPERTY LINE 1' MIN SEDIMENT CLFANOU LEVEL 0ww. •olit am no 0* ; : (11 1 0 1 4 I. 1 4 tl .•._..._...,. „ , .;._ _ --- 1 r J t. FILTER FENCE OR SIR BALE BARRIER AROU OUTI ET #1 QE '140' .1111. N .... L....• a.a.ars ....r walep ram wm m. ..1ss CB -# CB #4 • • • .m_ • • • • ..� .. :d •"'"......•11. .c ELEV •° 120.5 N WASHED DRA:N ROCK CB #24_- . . AW D ROCKERY TO REMAIN ELEV..3118.4 - .1 .• . • ' - r CR #4A \\ R•3' TEMPORARY SEDIMENT OUTLET • FIRST FF = 164.7 BSMT FF = ..155•.9 NOT TO SCALE • /-- 8 DIA (MIN), PERFORATED / ADS T.IBING TO R01TOM OF SEDIMENT TRAP Vi 1:rVI'il _ . Lt, f.=` .....a rr FIRST FF I = . . 1.77.0• -•• ri 11 . ` 1.. ..... BSMT`rr = 168.2 156 .......... .. .......... ... i... y „ TEMPORARY 12" i. ADS CULVERT _______:: ---- af..� « ail ww .wc ............ F IRST..FF..= ..141: O -... BSMT FF = . • 1.32.2" .•••... I • ,. MOMS am... . • .: m. _.. . REMOVE ROCKERY TO SOUTH PROPERTY LINE • REVISION w am w .._ ab.w.a_•ar s:r 30' 60' E: 1" = JO' GB #2 • , #22 ." • • CB #2A .1. / • 1$ THS INCH OE se 8 L2 9Z GZ 4 7Z CZ 111 II I 111111 Mil III] Itilt 111111 I 11111 . 01114 , 1111 ' 111 li411111111 1111111111 notice, it is due to the quality of the original document. CONSTRUCTION SEQUEL_ICE. 1. CONSTRUCT ALL THE SILT FENCES, OVERLAPPING STRAW BALES AND CONSTRUCTION ENTRANCES A3 INDICATED. PLACE OVERLAPPING STRAW BALES UPHILL, OF SILT FENCES 16 WHERE INDICATED AND BURY CE DEEP. le. 3. INSTALL CB #1 AND #2A WITH APPROXIMATELY 10' TEMPORARY ADS STUB WITH TEMPORARY OUTIET RISER ON WEST SIDE OF CB #2A TO RECEIVE FLOW FROM RETAINING 17. WALL EXCAVATION. l& 4. INSTALL STRAW BALE SEDIMENT TRAP AROUND TEMPORARY SEDIMENT OUTLET RISER TO CB #2A. 1 9 . 5. OVEREXCAVATE FOR, AND INSTALL SOUTHEAST RETAINING WALL, AND THE SOUTHWEST RETAINING WALL. DIFIECTTNEv AND/OR PUMPING DRAINAGE INTO TESC SWALE. 20. 6. INSTAU. CONTRIBUTING TESC SWALES AROUND BUILDING 2. PIPES, MAINTAINING USE OF CB #2A INLET STUB. PUMP ALL WATER FROM EXCAVATIONS TO CB #2A STFTAW BALE SEDIMENT TRAP. 8. INSTALL STRAW BALE SEDIMENT TRAPS AROUND CS #9 AND 04A, AND CONSTRUCT CONTRIBUTING TESC SWALES. 9. INSTALL CB #6A, #8, AND CONNECTING PIPES. 10. INSTALL STRAW BALE SEDIMENT TRAP FOR CB #5A, #6, AND CONTRIBUTING TESC SWALES AROUND BUILDINGS 't" AND 11. CLEAR AND GRUB FOR BUILDINGS 1 13°, V*, AND °D*, ADJACENT PARKING AND UTILITIES, 12. INSTALL CB #8A, #3, #7, AND CONNECTING PIPES. 13. INSTALL STRAW BALES SEDIMENT TRAP FOR CB #8, #7 AND CONTRIBUTING TESC L'WALES AROUND BUILDING 'K. TEMPORARY SEDIMENT ViTLET STRUCTURE. 0 VeiiP Z17) Cori) (: )irt GRAVEL STRAW BALES / WASHED GRAVEL CATCH BASIN CHECKED A RESSI MI 19 ME 113 114 Win IN 1111 MUM En5a 14. 1. 2. 3. 4. BEGIN CONSTRUCTION ON BUILDINGS cr, T AND * 0 11 , AND ASSOCIATED RETAINING WALL, PARKING AND MUMS. WHEN BACKFILLING IB ADEQUATE, CONSTRUCT STRAW wax scoimgwr IttAP AROUND CB 028 AND ABANDON TEMPORARY SEDIMEW OUTLET RISER TO CB #2A. INSTALL CS #13A, #138, #13, AND CONNECTING PIPES. INSTALL STRAW BALE SEDIMENT TRAP , FOR CB #13, CONTRIBUTING YESC WALES ALONG SOUTH AND EAST OF BUILDING V. INSTALL CO #16, #17 AND CONNECTING PIPES. INSTALL STRAW BALE SEDIMENT TRAP FOR CB #17, AND CONTRIBUTING TESC SWALE ALONG WEST OF BUILDING V. CLEAR, GRUB AND BEGIN CONSTRUCTION ON BUILDING 'A' AND "G", AND ASSOCIATED RETAINING WALLS, PARKING, • AND UTIUTIES. REMOVE ALL TEMPORARY EROSION CONTROL .MEASuREs A.FTER ALL EXPOSED GROUND SURFACES HAVE BEEN STABIUZED AND ALL POTENTIAL FOR ON-SITE EROSION HAS PASSED. INSTALL CB #22, #23, AND CONNECTING PIPES TO EXISTING STORM DRAINAGE SYSTEM. INSTALL STRAW BALE SEDIMENT TRAP AROUND CB fi23, AND #22, AND ADJACENT UTIUTIES, AND CONTRIBUTING T.,pc SWALES MOUND BUILDING "E", Ti", AND "F2". w* CLEAR, GRUB AND BEGIN CONSTRUCTION ON BUILDINGS "Fr, AND "Fr, AND ASSOCIATED RETAINING WALLS, PARKING, AND UPUTIES. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AFTER ALL EXPOSED GROUND SURFACES HAVE BEEN STABIUZED AND ALL POTENTIAL FOR ON-SITE EROSION HAS H 0.5' MIN BASIN N ANCHORS STRAW BALES SCALE CROSS SECTION T te mum sr spormill MUM PLAN VIEW STRAW BALE SEDWENT TRAP NOT TO SCALE LEGEND ADD PERFT.).1ATIONS TO TEMP. SEDIE■MT OUTLET OET.^.V.. SILT FENCE TESC SWALE OVERLAPPING STRAW BALES RETAINING WALL CATCH BASIN STRAW BALE SEDIMENT TRAP STRAW BALE SEDIMENT TRAP IN SWALE PROPOSED STORM DRAINAGE LINE GRAVEL CONSTRUCTION ENTRANLC3:1:71: R .i())L, ED Tr_ Crry lux CATCH BASIN, TYPE H CATCH BASIN, TYPE I AREA DRAIN AS NOTED 10602 NE 38th PLACE, SUITE. 101 KIRKLAND, WA 98033 'ENGINEERS • PLANNERS • SURVEYORS E1 2: 89268 AUGREV.DWG - 1 D. R. STRONG Consulting Engineers Ma PON D ED VOLUME TRIBU TAP Y TO INLET OR GREATER AS OTHERWISE SPECIFIED DRAWING NO. 89268.92 SHEET MAR I 5 IN PERMITCENTER (206) 827-3063 FAX NO: (208) 827-2423 OF 7 A -- 4 - 1 !c -012- I� _o „ 2 Car Garage I -• o 4 0 - -- ' -E : In ,a IT:u Footing Detail- Alternate i 0 .O /-1. �I Footing Detail CfrL£ 11' ( I o Footing Detail 0 # I 3 Car Garage ) A / ( 7 Cesar Garage tLATe I I !I Ic -0/.. 1 /z- SN�P1I.4106 NPILVl/ IOd C.!c> o c. L:6e r L "J • r-4 4 ..- r `r'TIN6 , Retaining Wail Detail - -4. /.. 11 I I, 10 11 4 on co c.. •- '`T. 'OS e- - 1401:47... c.- Tr v$wt.S a 1 w r'=•a. :?- C. () 45 FE.ek;z. corJT. - �g co tic. w/ (2) # 5 fz,e.- .. �vrJT. - A Os Loot -L..5 I ( 4 Car Garage - \•..`��r+ .. ✓'��' 1 3 RECEIVED C Ty OF TUKWILA PERMIT CENTER I0 1 . Ois. APPROVED IIIIIIIIIIIIIIIIIIIII!JIi11II I�IJItJtfl(►[IIII U 1ETHS INCH 1 2 0€ 63 Be [:z 93 SZ t' £3 33 12 0e, 6! 8! 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' ." .. /./ • ,) fr . � ' FIRST 177..!4.1 ::,... - 1> . ...../......../ . :" ,�' •••..,�:.....;, i. - - 4 .1... , 4 (E e . ... .. 1!Y .• Y .•s �, w,�,1 �i•, tl.• aw A a, . ••.. .•. •nr ar ..x. s +�∎•61. �. .sao,. • m et' 9 Y 154•. 152 • 1�0 7 44 • 7, 74 7%74 � Z.' • • 1 j j ., -. 1 1 EAE•. . SiDEWALK .... ...sc•su� 4.;e . - �! %= =56;� : Yf ;xi?> r { " Y.s 7 4.414 :Y.. •:.• RGEhl£ C S eeNL 4 �'. . ! i s. • I : " � """--- .T-- ...- i,+�,+aamsr_e___rc,.. .,..i, _T.. •°��•• v�•� w...� • ••• •.- .u...n 7 AD #3 QE • . • d pi 7r 7 $•, {....,....... FIRST 'FF• '•182 :7 BSMT FE NORTHERN EXTENT Of ROAD RECONSTRUCTION SAW CUT COSTING PAYMENT. .'PARKIN....... • • • . __CURB •'t 6L. •' . E; 1 GARA( .w •.• w _ _ :KEEL: EL: s.as •r.• 7 38 \ ^ I b 1 ' AD •#2t3 *' v / • t •Ir di #. 1: . rt ®5.s•� •� .. *RAGE •1• _. . . sad • CB #2 7J01•46% - "• - •. x 138 5 c> . x - - • E ......... E .. ....,. E.; 7�i�• n ,�.J3�li.g .....lJ90 t js -- . 'a 6 �. .,. - .Y.: ; a-, - .122 EXISTING CONTOUR FINISHED GRADE CONTOUR PROPOSED RETAINING WALL EXTRUDED CURB CONCRETE CURB & GU "TER DRAINAGE SWALE STORM DRAINAGE LINE HEIGHT OF RETAINING WALL GERA 1 36 ' • ' . ' .. ... ALL PA • iitSS••ARE CAN111:EVER '•`••. X 34 DECKS (T p). 9• . FIRST t311.8 1'1V V05 FINAL GRADE SPOT ELEVATION t9, F: - • • GRADING & ROAD PLAN G'RY.STAI. RIDGE CONDOMINIUMS 62nd AVE S & .S+w1hlIMOOD BLVD, TUKWILA, WA A tATIVAT AEL RETAINING WALLS TO HAVE RAILINGS 42" MINIMUM ABOVE ADJAITEIT ACCESSIBLE SURFACE'S PER ARCHITECTURAL . PLANS VIHEREVER WALL. HEIGHT IS GREATER THAN 24 INCHES SEE NOTES CB 1 4 i 7A r 'e..o v,. ..w.I. • • • f ROOKERY RY TO RaIAIN CLIENT • f r .2 I. ... CORY',._ E • •+aa.. • ( •••.•• / * • F IR51 •f: ,. .,, ..12,5 �. .••• F3SMT IT 133.7 ... ....1 � ... � _ EXISTING ROOKERY TO REMAIN (411, V -7) \••• \C \ \ ■ \\ s x • 'l? ` .. \ • • 1 t N-. - -nisi~ 'GARAGE 15 T99•., .•I' { 1 9 7 8 • • 1 88•.•.. 1 90 .•.•...• I . NV' • . ..., • r . v wd Y•►. t, •7 48 .. GARAGE r,o �. r �-,. • f•- x -,�' _.._ . • ��g j•• • ip - .., Me a .... Y..1 • ur; t t!.% \. REMOVE ROCKERY TO PROPERTY UNE, RAGrc '� •,�i ..4' GARA • j ° �4• _ • . .••..•• Ftir•1 164. EKSM1" FE •• .15 ....,..16 • •• • • 1C rHS INCH 1 2 173 '...CARPORT...-. f GARAG -. ' ; _AD_J r Af) #52 .,,---_..._._ i ENIOVIE••£ STING 1 •WILDING''•••••..... CUREI •At�fg G1ITTQT-•' DETAILS ,B17L4 ............ nar 4 ROCKERY REMAIN 51 1 c * 3 A1 t • ° ^C i • I To 'INSTALL ROCKERY AT PROPERTY LINE ! PROPOSED 113 IF ROCKERY i MATCH EX!5 R NG 1 $F; Roc: ERY OETAII. \`) ) •�� • •• yam ,., � SCHNELLER HOMES, INC. 6610 saU T-rcEN rER BOULEVARD, SUITE # TUK(NfLA, WA 98188 248--2471 FIRST I F z 117•0) ... ! GARAGE [ - +?jt 11••••••Llindai goOKISO J36•1/414 OM as. f i'41; . ............... • ... .. X14 . d ... ... ......... 13B ....•...:... .. ........... .... .. • B�'M T Fi•' _ " 2 1'1'34 ..... •..... • rte • ' • li •i 1•.. Y• M1. 1�(.' REMOVE ROCKERY TO SOUTH PROPERTY •LINE ,Gc3 #3 CC # r f cvSt3� .f !. ..Y.. ,.,•xf..f sit` i I!' I�III�I�I�I�I�I�IIIlili +iil�l�l�llll i�ill:il(Lf ''I 1 pll ;.. III.' , I(I ; �� IL LiL °3 4 5 6 7 i II NOTE: If the mi.crofilted document is less clear notice, it is due to the quality of the original 4 's 1 _. - 1 1 _._. . I I ;..ter_.__. ..,.;.._...._.) . EX. ROCKERY 11 111I . 11.11111 - 8 than this REVISION DETAIL 4 1N TESC PLAN EASTERN EXTENT OF ,/ ROAD RECONSTRUCTION ,E SAW CUT EXISTING / PAVEMENT. CURB AND GUTTER MATCH EXIST. OW, 4 PLACES) MAINTAIN EX. FRAME & GRATE AGAINST EX. 'CURB NO. DATE 2 4/1/91 ADO BOLLARDS, CORRECT NOTES ADD SiGNS/STOP BAR, REVISE N CURB MULTIPLE . ,STORM DRAINAGE AUGNMENT REVISIONS 3. 4. 5. 6. 7. 8. 12' MAINTENANCE ACCESS ROAD PAVING SECTION PER DETAIL INSTALL 20' DRIVEWAY CURB AND SIDESIALK OUT ANE 5 BOLLARDS AT 4 o.C., REMOVABLE tOsitrLO DRAWN CHECKED D. R. STRONG Consulting Engineers Inc. i0604 381.1i PLACE, SUITE 101 KIRKLAND, WA 9801; ENGINEERS PLANNERS • SURVEYORS DATE 18 JAN 91 (2Ce) 827-3003 FAX NO: (206) 827-2423 DRAWING NO. 92-142.6 SHEET 2 OF 7 ALL CONSTRUCTION SHALL PE IN ACCORDANCE WITH THE CURRENT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STAN- DARD SPECIPICATIONS FOR ROAD, BRIDGE. AND MUNICIPAL CONSTRUC- TION WITH ACCOMPANYING STANDARD PLANS AND THE CITY OF TUKWILA STANDARD PLANS WHERE APPLICABLE. ALL MATERIALS INSTALLED SHALL BE NEW AND OF THE BEST AVAILABLE GRADE OR QUALM; THE BENCHMARK FOR THE PRO4ECT SHALL BE THE NE FLANGE BOLT OF T,HE FIRE HYDRANT, BEING 170.75, DATUM OF THE CITNEOE TUKWILA SEWER DISTRICT AS SHOWN ON THESE PLANS BEING 15 FEET NORTHEAST OF THE NORTHEAST PRO'PERTY CORNER OF THE PROJECT SITE AND AS SHOWN ON THE ALTA SURVEY, SUNWOOD PHASE 19 BY TRIAD ASSOCIATES, NOVEMBER CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO BEGIN- NING CONSTRUCTION. THE FOLLOWING DRAWINGS AND SPECIFICATIONS SHALL Be MAINTAINF.D AT THE JOB SITE: P C I IIO ; F TuKWILA PUBLIC WORKS SEWER CONSTRUCTION AND DE- VELOPMENT STANDARDS . CITY OF TUKWILA PUBLIC WORKS WATER CONSTRUCTION AND DE- VELOPMENT STANDARDS AND MUNICIPAL CONSTRUCTION WITH ACCOMPANYING STANDARD CURRENT WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE - THESE PLANS; PRIOR TO ANY CONSTRUCTION/DEVELOPMENT ACTIVITY A PRECONSTRUC- TION MEETING IVIUST BE COMPLETED WITH THE CITY OF TUKWILA; ALL TEMPOFIARY EROSION AND SEDIMENTATION CONTROL FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUC- TION AND THEY MUST BE SATISFACTORILY MAINTAINEO UNTIL CONSTRUC- TION IS COMPLETED AND THE POTENTIAL FOR CN-SITE EROSION HAS PASSED IN ACCORDANCE WITH THE TEMRARY EROSION AND SEDIMEN- TATION CONTROL PLAN AND CONSTRUCTION SEQUENCE; THE TRAFFIC CONTROL PLAN ASSOCIATED WITH ROAD RECONSTRUCTION SHALL BE ADDRESSED ON A SEPARATE SUBMITTAL FOR APPROVAL TO CITY OF 'TUKWILA; LOCATION OF EXISTING FACILITIES ARE APPROXIMATE ONLY, THE CON- TRACTOR IS RESPONSIBLE FOR REVIEWING ALL AVAILABLE CITY AND/OR COUNTY UTILITY AS-BUILTS FOR VERIFICATION PRIOR TO STARTING CON- STRUCTION. NOT ALL FIELD CONNECTIONS ARE SHOWN AND THE CON- TRACTOR SHALE. FIELD LOCATE AND EXPOSE ALL CONNEcTfONs PRIOR TO CONSTRUCTION. CONTACT ALL UTILITIES IN THE SERVICE AREA AT LEAST 90 HOURS PRIOR TO STARTING CoNsTRirmoN,BY USING THE ONE-CALL LOCAT'OR SERVICE AT 1.e00;424.6555. CONTACT THE CITY OF TUIENILA PUBLIC WORKS DEPARTMENT TWO (2) FULL WORKING DAYS PRIOR TO STARTING CONSTRUCEION AT 03.0119. THE CONTRACTOR SHALL IMPLEMENT' ALL TRENCH SAFETY MEASURES RE- ouiRED BY FEDERAL, STATE AND LOCAL LAWS, AND REGULATIONS, AND AS NECESSARY TO PROVIDE FOR 'THE SAFETY OF THE WORKERS AND THE GENERAE PUBLIC. 1. PIPE SPECIFICATIONS ARE BASED ON DESIGN CONDITIONS FOR COM- PLETEEEPROJECT. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ALI SUBSURFACE ‘2. PIPE. SPECiFIED AS CONCRETE (CP) SHALL BE NON-REINFORCED, ASTM C- 41; PIPE SPECIFIED AS coluluGATgp METAL. (CMP) WHICH IS LESS THAN 48! IN DIAMETER, SHALL oe.13ApiAkIzEt.) STEEL, 2-2E3 X 1/g-INCH CORRUGA- TIONS, 16 GAGE, MSETTO M-36,- WITH TREATMENT, #1 ASPHALT COATING OR BETTER,- OR CORRUGATED ALUMINUM PIPE '0-2/3 X 1/2-INCEE CORRUGA- STEEL PIPE SPECIFIED AS CMP WHICH LARGER THAN WIN DIAMETER SHALE 8E GALVANIZED STEEL, 2-2/3 X 1/2 INCH CORRUGATIONSE12 GAGE, AASHTO NE36, 'WITH TREATMENT #1 ASPHALT COATING 014 BETrER. WHERE SPECIFIED AS DUCTILE IRON PIPE po, PIPE - SHALL CONFORM 'TO AMA Ci51, COATED INSIDE AO OUT.. PIPE ,SPECIFIED, AS smoOTH INTERion p O l U e l E RE H M AKrc ENT O S R i4 0; 0 AA .,f5 S ip H E T 0 0 ii D E E 0 S u IG A N L ATION, i:+Nia SHALL BE AO! N 2 STOOM DI1AIN:AND AREA' DRAIN PIPES SHALE BE:.OF THE TYPE SPECIFIED ON THE, MANS IN ACCORDANCE WITH THE FOLEOWING; TYPE AT THE CONTRACTORS OpTIOI4:$HALL btomP TYPE 2 OR TOO 2 - T CPEP, P VC CP, OR T 3 BELOW; TYPO PIPE; 4. ALL' pipe RUNS BETWEEN .ANY IWO CATCH BASINS SHALL BE THE SAME MATERIAL. CONTINUOUS; : 5. PVC PIPE SHALE owl BE USED WHERE 3 pee* mINIMUm CoVEA CAN BE MAINTAINED UNDER:PROPOSED FINISHED G ES, EXCEPT IN LAND- SCAPED AREAS WHEhE 2 FEET MINIMUM COVEF,1,16 EQUIRED. • NOTES 1. METAL PARTS'ARE TO HAVE .cprolosioN RESISTANT FINISH. GALVANIZED - PIPE PARTS TO HAVE ASPHALT TREATmENTIOI: FRAME AND LADDER ARE TO BE OFFSEPTO PitOVIDE CLEAR CLIMB-DOWN - SPACE AND TO PROVIDE CLEAR VIEW OF RESTRIOTOR DEVICE; FRAME TO HAVE ROUND SOLID, coveR mi.Bp:F1,0 "STORM" AND ATTE O'HED WITH tHREg {3) 5/8-WCH STAINLESS STEEL: SOO& HEAD CAP SCREWS; 4. 99.ANATEA SEPARATOR DETAILS ARE SHOWN (*DETAIL SHEET. CEFAEkr cowatt,- pURB AND GUTTER, SHALL BE INSTALLED AS SHOWN IN ACCORDANCE. WITH W$DOT STD; PL.AN P•4'AS SHOWN ON ROAD AND 2. A R :U SHALL BE BA CKF D COMPACTED TO 95% DENSITY; . 3. ALL PAVEMENT MARKINGS AND SIGNS SHALL, IV CONSTRUCTED IN ACCOR- DANCE INITH WSDOT STANDARDS AND THE MANUAL ON UNIFORM TRAPFIC PLASTIo BUTTONS SHAEE BE DUAL 4-INCH DAMETER TYPE OR TYPE 2d IN ACCORDANCE WITH CITY OF TUKWILA LANE MARKER DETAIL ALONG ALIGNMENT SHOWN ON PLANS; 5. REMOVABLE, BOLLARDS sHAt.t. BE PER wspar trik.NBArto PLAN H-13; 6. ALL DRIvEWAY APRONs TO BE.INSTALLED IN ACCORDANCE WITH CITY OF TUKWILA 'STANDARD PLAN A6. " 1. ALL PIPE SHALL BE1NSTALLED IN ACCORDANCE WITH 1988 WASHINGTCN STATE DEPARTMENT OF TRANSPORTATION SPECIFICATIOEIE: (INSDOT) 7-02.3 AND SHALL SE LAID ON A PROPERLY PREPARED FOUNDATION IDENTIFIED AS '`GRAVEL BACKFILL FOR PIPE BEDDING" IN ACCORDANCE WITH WASH- INGTON STATE DEPARTMENT OF TRANSPORTATION SPECIFICATION 03.12(3). BACKFILLING SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS Wel AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNI. FORM GRADE sp THAT THE ENTIRE LENGTH OF THE PIPE SHALL BE SUP- PORTED ON A UNIFORMLY DENSE, UNYIELDING EIASE. IF THE waivE MATERIAL IN THE BOTTOM OF THE TnENcH MEETS THE REQUIF1EMENTS FOR "GRAVEL BACKFILL FOR PIPE BEDDING', THE FIRST UFT OF PIPE BED- DING MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH IS LOOSENED, REGRADED, AND COMPACTED TO FORM A UNI- FORMLY DENSE UNYIELDING BASE. TRENCHES INSIDE OF THE RIGHT-OF- WAY AND UNDEF1 THE INTERIOR ROAD DRIVEWAY'SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY. OTHER TRENCHES SHALL BE C01+.4PACTED TO 95% OF MAXIMUM DENSITY; ALE CATCH BASINS SHALL BE TYPE I OR TYPE II PER CITY OF TUKWILA STANDARDS. SOLID UDS SHALL BE MARKED 4 STORMI. PRIOR TO FINAL PAVING AND CURBING, OR FINAL GRADING, ALL CATCH BASIN FRAMES AND GRATES SHALL BE ADJUSTED TO FINISH GRADE. ALL NON-INLET DRAINAGE STRUCTURES NOT ON PUBLIC RIGHT•OF-WAYS SHALL HAVE ,RdOND SOLID LOCKING LIDS UNLESS OTHERWISE APPROVED BY THE CITY OF TUKWILA; ALL BUILDING ROOF DRAINS, BUILDING/RETAINING WALL FOOTING DRAINS, AND ALL COVERED PARKING ROOF DRAINS. AND/OR FOOTING DRAINS SHALL BE CONNECTED TO DRAIN AT 2% MINIMUM DIRECTLY TO THE NEARBY CATCH BASIN/AREA DRAIN, AND BE r DIAMETER MINIMUM. NO ROOF OR FOOTING DRAIN SHALL BE cONNF.CTED DIRECTLY TO ANY sToRm DRAIN WITHOUT A CATCH BASIN. NO ROOF DRAIN SHALL BE CONNECTED TO ANY FOUNDATION OR'RETAINING WALL DRAIN; 4. NO FENCES OR STRUCTURES OF ANY KIND SHALL BE CON- STRUCTED, WHICH HINDER ACCESS TO THE DETENTION FACIUTY ; 5. DURING BACKFILL OF ALL NON-METALUC LINES, A GREEN TRACER TAPE (EOIL BACK) LABELED "CAUTION BURIED STORM" SHALL BE PLACED IN THE TRENCH TWO (2) FEET BELOW FINISH GRADE; AU, GRATES SHALL BE DEPRESSED OD5 FEET BELOW PAVEMENT OA CURB LID TYPES FOR ALL CATCH BASINS AS SHOWN ON STORM DRAINAGE IN- VERT TABLE ARE MANUFACTURERS MODEL NUMBERS PER OLYMPIC FOUNDRY. PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY, ALL STORM DRAIN PIPE AND CATCH BASINS SHALL BE FLUSHED AND CLEANED. SUBMITTAL SE APPROVED R PUBLIC WORKS * WO% RECEIVED CITY OF TUKWILA JUL 1 4 1992 PERMIT CENTER NOT APPROVED FOR CONSTRUCTION UNTIL APPROYED BY CITY OF TLIKWLA F12: 92142 CRYSTAL DWG STORM I NE 1'4" µIN. 41_EARANGk: 6" WATER t iNF_ 8" MIN. CLEARANCE L Ff 1'hIF • �tA FH F'F 17 ,P A•LL . PATIOS ARE CANTILEVER DECKS (TYP) FIFE3T' 1F 2.3 ' 8St4T. FF i53.9 r: . •' TYPE 2 Ca #12EY • • ••C.,. It • , Krw • • w • 7 •‘•• • • ••••b 5 • rE iisk#T AFB FIRS' F 1425 BSM1 "'OT �' 1 33.; ,REMOVE' U:Kf'kZ1 Th PI OPERTY .LINE . I2.u ' se +,z ( .t;z zz tz OZ s1 81 L1 491 1x111111111(111101111I 11111111I11.111 1111 6 I 1 i i � 1 1111111 .1"° r � -• S�i`��j"����r� r l R C r r_f+ ! .. 4! h_ . c�'_ '" .�•a"F_' >e:�� ✓.�•sn X41+ 5�:: f +✓.!.. } .xa.C.&.' CB X51 (1) 1 TYPE 2 +^ip Wsi4WSY'� RES,19 pd EI2Y'TO soJn1 F'ItOPERrr LINE 3' 4 5 6 7 .•_s%wor - i_: r.. - rxv.:.. .n.d::=..... w •- •^#z•+,v.:.. rma::i. , w„ Y _.::.,,+. - ..c.,:...c�•..,:t:_ ,,,,: ma y.. t ;,,..:; 'G NOTES If the microfilmed document is less cleat than this notice, it is due to the quality of the original document. ••• . • .•••. f • ....* • • a_ :.: • ,.„ • • PIPS 1 FF 1 77.0 BSIAT H'r ci'168.'4 S ....,- ss ss • *m.. • lo .c DATE BY A 'R R 'AS1`ON tot, BUIl 1fayoARAGE /CARPt`.ftT RCC moms cGN?4ECt wet WAILS PRAM TO AIttA 004, ADD `EXQSflrrG` Tr) INVt tT TABLE 11I1L isitmrA4E AIJC•Ititwr RtAf 0AlS yC #:'.tii:r : I NY L D . P.ij'E "PIPE; PIPE SLOPE CB M TYPE IL IN OUT TYPE DEPTH DIA LENGTH TYPE • % COMMENTS /ry rry r... _••Tr.... 10 ` AD 128.80 126:12 126.12 2.68 8 I 128.80 124-'87 7 ` I I '129.80 123:87 5 II 130 :'20 , /23.23 6 I 129.30- 4 II 133.00 123:0,1 ( S) 123:63 MH30KC ' 9.97 ( '3 I I 129.50 `` 122.08 14N30KC ' 7.42 2 , I 122:20 118.18 118 :18 SMSOG 4.02 I I 120.87 118.12 118.12 SM5OG 2:75 '13 1 142.00 - -- 138.25 5M50G 3.75 12 I 140.00 '135.28 135.28 SMSOG 4.72 11 ''I 128.00 1 24.96 124.96 SM5OG 3.04 ..° 12 14 AD `138.00 - - -- 133.02 -- 4.98 30. AD 158.20 -- 154.81 -- 3.39 24 C I 152.40 149.03 149.'03 S1450G 3.37 22 1I 143.00 136.68 ' 136.68 141130K ' 6.32 20 II 14 .60 136 11(W), ` 136.11 41 9. 14 13 6 4 6 .t36 ) 17 II 142:.90 ,'134:$6 'MH30K 8.04 15 I 137.70 114.67 ) 134.67 SM5OG 3.03 135.00( )' 12 '16 AD "'137.30 - -- 135.22 - -- 2 08 '18 ` I 146'.70 - -- '143.63 SM5OG 3:'07 21 AO 13490 - - 145.50 - 2.00 23 , I 139.80 -- - 136.80 41500 3.00 28 AD 153.20 - - -- 151.20 -- 2.00 124.59 SM5OG 4.21 123.87 14H30I(C 123.23 M1130KC 153. .•0,148 q(I)'148 41 SMSOG 4.59 148.41(N) . I '`149.50 146.50 "146 .50: SM5dG • ti3.00 47 AD 176.20 - :174.'20 - - AD 166.10 164.10 164.10 'Sr45OG dHEdkED 38 ' AD 176.'50 - -- 174.08 - -- 2.52 X 37 I '173.90 171.38.''170:88 SMSOG. 3.02 36 I 170.40 - 167.33 167.'33 ''SM5OG 3.07 i2 I 165.00 161 98 " I61.98 SM50G 3.02 31 I 164 160 .44 160'44 EXIST 3.62 - , 33. • I � -172:60 - 170.60 - - -- 2.00 173.30 170 30 170 :30 SM50G 169150 "` 166.50 166.50 SM5OG 50 I 169.80 '165.36 165.36 S1450G 48 " I''° 163.0 '160.70 160.70 SM50G' 45 .`I 164.00 160:42 160.42 SM5OG 44 "1 152.00 149.00 149.00 *' SM506 52 AD 178:20 - - -- 176.20 - -` 2.00 173.00 170.00 170 :00 SM5OG 3:'00 49 AD '164:50 -- 162:50., .w . SW. OF. „RDG B 3.0 FROM 10 TO 8 8 125 SE,1OF '818G 8 12 15 2 4.8F,R6 SW OF BLOB, . 60 127 4 0 .5'DlET..(7 ;TO 5) 'SEPOF BLDG C ''15 33 2 0.6 FRt:Ti,6,10 " 4 SE QF BLD` C '12 8 1 15.O FROM 6TO5 E .f. 8 C X153 2 0.6 'FROM , ,4 TO - 3 SL LDG D / FROP 1213 3 3` 0.0 ' F R N 3 T Q 2 .: . SE OF BLDG 0 "12 13 2 0.5 -;FROM 2'TO;;, E, "`OF BLDG D - - - IN ROAD NE OF BLDG ' 12 33 1 9flFROM13TO12 NE OF BLDG 0 12 43 4 ` 24.0 °FROM 12O "11 SE OF�6LQG "Q 12 4 24.0 "FROM 11 40 3 F BLDG 27 1'36.0 '36.6111614'14 TO 4 .NW OF BLDG 6 36 4 17.0 3610 24 W OF BLDG A 12 65 4 19.0 FRO11 24 TO ;22 ,SW OF BLDG A 12 113 2 0 5 ;FROM 22,10 20 . SF , OF BLDG A 12 26 1, 4 .8 °'FROM 20 TO 17 . N(WI „OF 'BLDG 0 '12 19 3 1.0 FkOM.17•10''15 F OF BLDG 90 1 '12.0 FROM 15'1`0 7 E OF ?DLD,G, 6 6 18 2 1.2 FRO)l''16,�TO •15 NW OF BLDG C , s 12 112 1 7 8 ''FROM ,1 8 ! 17 N F '2110 20 49 1 19.2 'FROM '21 ,T0 20 Hll 12 ; 24 2 0.5-FROM 2:TO 22 �Slc.OF.,,BL ,IG . 121 2 1 FROM 2Q "T0 26 SE. OF' LPG s',A :. 12 16 •4 11:9 IRDI4 26 TO 25 SE OF,BLDG � • 12 26 a. `15.0 "FROM '25 T0 ": NE" OF ' `BLDG ; A 60° 1 ' 22.'7 °`FROM'29 •TO'26 N BLDG .G 6 '37 2 7.3.`FQM 38 TO 17 ,E 81-0G `G N. 12 '3 3 9 6 ,FRO1t 37 ,TO 3 SE BLDG G D 5; FRO S 'FO 32 N .,819.G' A 24 2 6.4 F OM�;3 TO 33 EXXSTI 126 2 1.8 ,FROM.•.33,;,TO 36 SW BLDG "G 2 NE .131,DG F2 '6 34 2 17.4 'FROM, 55 TO '54 3 ,', NE:BLDG F2 W a 12 '33 1 "11.S ..'FROM 54 'TO 53 3 X 00 . E BLDG ',F2 12: 76 2• 1 5 53 TO '50 4.14. W BLDG 'F1._ 12 30 4 '' 15.5 FROM ;,50 TO 48 3 00 .. NE. B1:DG 12 14 2 `' 2.`0 ``FROM48JTO 45 3.58 ,.." NE BLDG E 8 4 19.7 FROM 45 TO 44 SE.BCOG` E NE BLDG :Fl • 6 ;�'36- .2 FROM 52,10 51 ,NE: BLDG F1 12 32' ' 1 �14.5 °FROM 51 TO ""50 2.00 N BLDG E 6 28 2 6.4` „FROM ,49'TO'48 NE° iBLDG Fl 45 ;1 '22 4 y FROM 47 TO 45 2.00 SE BLDG F1 48 1 1: 7 < FROM 46 TO 45 CATC4'FASiN, 'T E I 'CATCH BASIN, T E : 11 CATC�1 F3ASIN /AREA `DRA114' `CATCH ASIN /AREA DRAIN 7106F ",DOWN AND ' TIG }-i 11JNE 'ADS °TO • CA�7 CM BASIN 'a,RE n ' ORAIN `PROPOS `S1'(�F2t b 2AINAGk:" LINE .m XIL; f (; , STORM ''DRAIN LINE kIS114G WATtR '1_ PROP( ��' FIREFLO 'WA•TER UfIE PRO ),' ►A1 SEF� iCt F >ftOPOS F7 SANITARY •Sf EXIS11NG"SANITARY °SE PROF'0SE0'�°RrJAINlNG `WALL • TRONG g g z Iit I ` ln a�r� E '10604 NE. x tti PLACE, st)i� 001 . t Y?PKt_A 413, WA 91103: (206),•827 -300.5 ENGINEERS • PLANNERS VE YORS r: a�t P10: 466) L 27 -2 423 � SUIT ) g27.-24 OPENING PER STRUCTURAL PLAN PARKING ACCESS PROJECT FILL WITH JUTE �XASCAPPE SLRLi PPOFC'S'ED 5ioE'aALK :' tF:1w -.. 12' 1At:1 RETAINING WALLJPIRE DETAIL DRIVEWAY APRON J m m to m ACCESS EMERGENCY\ \ ' 5' 1 5 PARKING TURN POCKET FLO%M.INE NOTES: 1 OVEREXCAVATE TO A MINIMUM OF 17" BELOW FINISHED GRADE 2 SEE GEOTECHNICAL REPORT FOR ROAD SPECIFICATIONS 3 EXISTING CURBFACE TO CURBFACE DIMENSION BETWEEN OUTSIDE CURBS IS 36' 4 ROAD SHALL BE REMOVED AND REBOIL TO MATCH EXISTING GRADE AND SECTION DIMENSIONS r CURB AND GU TIER (TYP) 4 rz�f1, \ AGE NOT TO SCALE: RETAINING WALL SECTION al -al 'Mr:Yr IC, `;CA.:-E / !! 'A /14.5' C•(`(P�".•+ 1! --- . I 4 ' .0,4 O ,.- 4 ., Ji �4# ' �p 1 ll =ti. ►i jis•=i s`S••� tr �rt4li s • • .•.i 41 p.o.*iStsr1 - - - 1 I 1 7 NOT rr) :SCALE. T I NS' L.2, ANI) \. / \ :t. ' : 50" ON, C4.:.t4 Ir.RS • WSDOT CLASS B CONCRETE PAVEMENT NOT TO ;SCALE i A A AA' \\ X "r DUCTILE IRON CONVEYANCE ? PIPE: "/>:‘`,?, X " +4 MIN 0 P i; SLEEVE WSDOT CLASS B CONCRETE PAVEMENT 1 EXISTING SIDEWALK, CURB AND CUTTER TO REMAIN � 2/9 2y Lam'". "�•�tb�'""J'?j• LANDSCAPE STRIP TO REMAIN SEE LANDSCAPING PLAN FOR RESTORATION DETAILS 1 cre m WSDOT CLASS B CONCRETE PAVEMENT EXISTING SIDEWALK, CURB fYP) CURB AND GUTTER 1 TO REMAIN SWAL j I ■ &Are {1 1 . 1 _ 1 • y.. .11 .t • •••. • SUBCRADE - - IMPORTED BASE COURSE OF FREE DRAINING "PIT --RUN" 5/8" CRUSHED ROCK TO 95% DRY DENSITY SECTION_A2-A2 DUAL 4" TYPE 2d RAISED PAVEMENT MARKERS (RPM) 0 18' C.C. INTERSPERSED WTH 5 SETS OF DUAL 4" TYPE 1 RPM 0 3' O.C. (PER CITY OF TUKWILLA P.W.D. LANE MARKER DETAIL) EXISTING SIDEWALK, CURB AND GUTTER TO REMAIN \, ) itt 4' 1 III` \ .2._ ILL I \ 4' o rb SECTION A3 -A3 SWALE I f 0.5' 5 . lsn' r. xr.✓ s.^- ia% �..I"r3,`,':2T�'- •.,'F'_r,J�S:: rf4v;x:`rxE�. z;! t :1�':l<�.r.:.,:,n�n�,'_'�x`r.+. , ,. _. ,l TYPE 30 CATCH BASIN 134 13 • '.30 128 126 124 • 122 120 11E . 116 15 FROM CB /3 CLIENT .ROAD & STORM DETAILS CRYsTAc. RIDGE APARilWig CONDOM/ VMS' 62nd AVE S rPc SUlVW400 BLVD, TUKWILA, WA CR ii5A NOT ': 1, CB {J5 - - \ a #2, s4 TYP F. R. O. P. SCALE 1"..3' PE!.;. 1' T . . 119.50 LOP Et. = 128,00' - OV€RROW EL >* 127.50' STANDPIPE SHALL BE 15 CMP WITH A 12'0 CLEANOUT - -- If" W 125.00' ORIF/G•E DIA. " 1 -7/8" le 12" 01 .• 12275' 2' MIN ORIFICE DIA. .- 1 -1/2 IN •n > 60" TYPE 4 W/3 LF 36" TYPE 4 CB CONNECTION AT EACH END MIN. DRAFT ON THIS SID 4 ze" t.4 PLAN VIEW HOOD ATTACHES AS SHOWN 1 ;, ?'1 (ALA. SiOt SS FOR 314" 6OLT. WASHER 1 NU) SECTION C-.0 SIDE INLET..DTAIL 1E = 123.00 SECTION A-A SECTION C-C I•'10 TO `;( ',ALE INSTALL 10' WIDE RITTERINGS REINFORCED - PAVING PER SECTION FROM Ct3#2 TO CB //3 RETAINING WALL, SEE STRUCTURAL ENGINEER PLANS FOR VAR TH, MAX. HEIGHTS, AND FOOTING TYPE (TYP) 42" MIDI. ' FENCE PER ARCHITECTS PLANS (TYP) { TOP OF RETAINING WALL LEVELING PAD 7•k " 1I 4v " It QY.'TYP. TO • C ., H-5.3' (6'MAX 1354 REF. 1' MIN (TYP) t4 " TYP.Hl_ SECTION 8-B - FINISHED GRADE • INSTALL. 4" ADS UNDERDRAIN PLR GEOTECHNICAL REPORT TO CB X11 NO. DATE 4.0' -- _ _ «;+._ -- 3.5' 2 ' 126 124 15 "0 CPEP STORM DRAIN •22 SCALE sECnoN REVISED SECTIONS A3 -A3 AND B-9 1 % " DIA I4040 42" MIN. RAILING PER ARCHITECTS PLANS (TYP) • - X ' __-- DOMED 1 3- MR ITYP (•4 tar. IV - 31TALHAENT DCT1& PRECAST CEUENT CONCRETE 8LA1PER CURS CURB AND GUTTER DETAILS Pr-\. P 1F U To fieitielori ...: '' BUILDING "D" 8SI,MT FF = 132.'.% 1301 Pr+.TIO ii FINISHED GR E „•._ !'A 1 h! • Y" MAX - X'-. :1.0'' _ .. I 1 MIN MANGE CNt2 /FROP ACCESS LOCATION ADD APO ORAO $ CURS tiAET _...__ J 1 son4 004 a004 VOA f depth NOT .11; �;CALt =A Por,menl 4" 1 1 174•14IN 1 0l 1 AX r MH #1 tt.n'* (rout CLOSEST FACE OF BUILDING IS 55' - -B FACE OF' BUILDING r. rM ei l,rb et *9440 Lad CEMENT CONCRETE CIAO - -BUILDING' FOOTING, SEE STRUCTUR AL ENGINEER PLANS FOR DETAILS (TYP) I� - - w OVEREXCAVATION 8,"0. PVC 120 Se FOUNDATION PREPARATION SANITARY PER GEOTECHNICAL SEWER REPORT AND REVIEW 132 13 128 4 444 0K 02 126 rov '=ICI P8•s► 3u 73P OF Nue^S. I 4i.Tc.t -►I 1 124 122 LruM • • 120 M ta" J •3 bor each corner *3 bar• (oan side top to bottom MMAL SET ¢i bur NOT, APPROVED FOR CONSTRUCTIGN a . , NOTES: 1. CONCRETE SHALL BE A 5 SACK MIX WITH 5% AIA ENTRAINMENT. 2. INSPECTION REQUIRED 8 F O�2RE� PLACII( CONCRETE. AT LEAST 24 HOUR NOTICE MUST BE GIVEN TO TUKWILA PUB 3. ALL DRIVEWAY APRONS SHALL BE A MIN. 6" Dirac. 4. WHERE DRIVEWAY WIDTHS EXCEED 14', A 3 /0• MINIMUM EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY ALONG THE CENTERLINE. S. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APWAJWSDOT PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE CITY OF TUYNILA. CONCRETE DRIVEWAY APRON IT I :. 1110 I r e f 116 c.ONR"AG1 5:16C090.;•--- • 3 /4A!${H1S 4. :to - to 05% • C4*?4: ;n 15';'• 11 across bot tom • O- EXr$1 l3 DRevevate SECTION A-A $Ibtzl: I) 'flow t 405'1' . Guru I Srn'r ' (L r -9 WOr 1:' of‘ '2) ,'4'Ttaki s feAil+ retou t ditnRouiacurrtt. WI tit' St>'JGtV1t*S (5te•V S;. gGit R,44'3'{4bi.) NOT TO `'CAL: NOT TO SCALE: (' .' ee0 at 'ScO (WO IdAT TOP OF CURB s.T cUtivfWwi. ;Iata�l;fit!W . 6' Rls..or Sactlon 12' Risor Section , ��nr, fa :':A .'�. �. 1 I I I 1 I I I I I I 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I Ij). 4 0 IS ?HS INCH '• Y 41,4,11111111111'1111111 11111111111111 9 10 11 MADE INGERMANY ;2, ,. NOTE If the microfilmed document is Tess clear than this , notice, it is due to the quality of the 'original document. 06 6Z 9e LZ 9Z SZ tie £Z Z tZ 03 61. et Lt 9L St ht Cl Zl I O1. 6 L . 9 5 h e Z 1111111IIIIIIIIIII11111111111111 1111111I1111I .111111i1II111111111111U�� U" IF1u61 d Illl�;l► Thu III!! i IIIIIfI Ililll llllll {IIII�11 I(IiI irl {) I i i I!i! I! �III��II :Iillll�l�;llllli(Ilill�!�I� 1 lI L li III .. .. ?: - - . -:: r ✓ '.....?. n . •;.t x ;< < >' �r . 5 .y.. •rrT (1111111 (.. I { I 1 111 I11I1 Rtt;~ Alt (0s wj).W cN �or;dd. RITTERINGS REINFORCED PAVING SECTION 0 Precost Boss Section Mausurement at the top of the bas* J { KING COUNTY, DW�i 4 L WASHING TOTE NO. CURB INLET NTS Fromo and °rote (SCE SEC 7.07 KCRS. AND APPLICABLE DVAW INC.S KCL>;Sy • D. R. S TRO N Consulting EngIn.' is Inc. 10602 NE 38th PLACE. SUITE 101 KIRKLAND. WA 98033 ENGINEERS • PLANNERS • SURVEYORS DATE 1$-- 'JAN -91 DRAWING NO. SCALE y •• D1 AS NOTED + I. 0220. Mot wm, ,Yw2."l0 riYR 0.1 Nt(ORO iOR. T,.Vtu.AI+rLC %VAT tr... 2. %IS t.C. S.O ROCKERY DETAIL !..101'. O :] (: J',1.-.-.. Au'ERat1ATt - C.I. FRAME A1.10 CvItoctt Fort 17 X 17 x 17. ligCKERY DETAIL NT3 17KI7x 17 bRrtIEwAJ CATCH BASIN AND .ST;EL GRATE FOG TITE TYPE 50 DRIVEWAY DRAIN AREA DRAIN NTS ■.. 4 RIM EL Q 129.50 -- TOP EL .e 128.00' OVERFLOW EL m' 127.50' STANDPIPE SHALL BE 15 LW 14TH A 12'0 CLEANOUT ---- lE •• 125.00' ---- mRiF7CE DIA. w r -7/8' .IE 12' DI mg 122.08' 2' A4IN �-- 0R1ACf DIA. •• 1- -1/ 2' Ar1W RECEIVED CITY OF TUKWILA JUL 1 4 1992 SECTION A-A PERM1 CENTER cifi #2, 54" TYPElE FR. 0.P. SCALE 1 n -•3' '- All_ I. 9 9 1992 1 : \9268 AUGREV.C)V' /G (206) 827 -3063 1-800-962-1402 FAX NO: (206) 827. 2423 SHEET 4 OF 7 n, r ... J,C ... • ,t• /,� sign.: �1.: eS 1-.- ., f. �.. pr I I ' • 6" DI RETAINING ,.• pc. WALL • SERVICE SADDLE, AND TAP SERVICE SADDLI AND TAP 'yr 1-F3x6' RED, FLA 6" VALVE. _ • 1 1/2" WATER METER AND STREET SERVICE .■••••0•••■•••••••• 1 90, . 1 INSET A 3/4* WATER METER .- AND STREET SERVICE -5 ! 1-8"x6"x6" TE t ' G" r' M VALVE • 6 DI ' 1-PRE HYDRANT AS( 3- E." SPRINKLER/DOUBLE CHECK VALVE ASSEMBLY • • • I 9 r ••••••••••••••••••■•••••••••••••••••••••■ • •••••• • • •.•••• 1 CO # G FF 1 77.0 tr. go. /IN prar• .`•11 Wu. •{•■ L I12•••• 4•10.4•0 00.1• , I • .1•••••■ • vt.rr •.• for. mr• tror. ...Fs gap •••• SgPkRAlig 1 1 f PA Do ..... WATER & SEWER PLAN CRYSTAL RIDGE CONDOMINIUMS 62nd AVE S & SUNWOOD SL VD TUKIMLA, WA ,••••*•••••■..••••ex•worrowV••••••=,••■•■••■.•••• 'RECREATIONAL BUILDING SEE ARCHITECTS SITE PLAN • • •01.011110 • 1••141r FIRST FE = 138.8 • • Pew. • • f••■•••• • • 44.4/ • • , •1•••••■EMP•••••••• "Ye GY• err moo.. • • low. • ft.... • • maerro. • • • • ow.. • • arm • • aura • • vv... • • 1 II ; I ;co s . , . s 93 tf 6" PE iSERy1C1 STRE SATAILE WA_ METER . ■;., NIS ET - 1)ERVI , CE . r N,N AND ) 1 1 t A 3), ; N V ! V :re\ CON1tIEC ; TI) _/ •r 1:X8.84.141Ec;,1 04,3 '••• ^ .1.01 , ■•••• •••••••■ WINWErw.•••• SEE INSET A 4 111. ••• OR L.. 1 1"2" WATER METER AND STRro SERVWE 1 1- C 45% Mkt 1 \ q•' .A. FIRST FT --, 162.7 CO #A1 BSMT E• 153.9 11 LF, RYc I PAW fr CO #A2 4.2./ ••• 'MO -ow row ....... rra. Tyarr•ora.var••■•• vat 1-6. 22.5% WI- A& • CO #B FF 130.0 14 LE, 6 PVC 1 - - I' •:; II .410 41.011, co... slaw an t I • i i r -ter 90, '114'1 . ) IDOUBEg 1 SSI I , I . tz M k0 • C" 1-18" F le* c„ I. H 7- ■•••••■•••■•••••••••••••••••••• ■•••••••••■••••••••••••••••••••••••••L NH #6 CONNECT TO EX. MAIN 1- ECA FIELD VERIFY CONNECTION LOCATION i 1 . i i t ., ii, 1- FlkE HYTRAN T ASS'Y f\:•:i._. . , . ■ 1 I 1 I • 1 1 /2 MATER METER ,. . ,..,. . AND ',-.:TREET SERVICE I I " I Ira' 3 Puce) , e DI . FIRST FE = B.SIIT FE = #2, ger TEEI:sm,) N., c l. ii - Foc 7 1 , 111 1 1KLE :-I 5 yv 'Y .; C . 7 4 \1•• A : 17.1 MH, `\:. ',CSS Nh.)," 14,611, \ccA 92-MT 155.9 FIRST = ACE 164.'7 0 RTitiluiViE: -- .7 IFMT ; omr, I , 4 10 L, 6" PVC CSSO-iE co_ #F1 A 1 - 12 : ' -6 . • - 1 12 te ro, ` r0: 146.2' ' - - - - - • • - - - - -" - f ;Ell) • • . • ' • • isi" MIN M 1 M IN; l ' - fl v o ,, N . J TEE. iti j i . L _... .1 .... 11.,„.. 0 / _ ....._ .. _ __ _ ._,A.2..... 14 1- a "....-- • • ...WI) • ••••••••• • ...."... ••••• • ' - -1--6 - 45,MJ I L . .1. .k. . - .... 2: M!N 8° C .! 1 ....4 ... mama • • wawa • • awe. • • altar • • :alma . • mama • • L.. • • ........ • • vac. or • 1. • ......) SCHNEIDER HOMES 6510 SOUTHCENTER BLVD, SWTE #1 TUKWILA, WA 98188 248-2471 nror•••. 0 fa INS INCli 1 2 • _ • • • L. IMO 4WD *OP OM ••• 11.• \ I- II" K. /4,1 1-1-1RE 1 ASS'Y NO. DATE 1 2 •ftraPril • *A .111•••■•• • • *MAIM/ • • raDMIDO1 • 4/ al••••• • • ON.. 9.z' - 1- 6" TEE, 144 -146')(6" TEE, M. rwo Arc •- 2 THRIS El LOCKS I I ) I- 6" if••••.•• 90, 2 I • . • - .... .. I CONNECT 10 EI C i I . 1-8 FCA ,..,, -; „I- 8" GV, FL04,1,, - -1 -- - - 1 - - - - r' .; :. .. F.I.F.4 % . 1 58./ Er . I TI , . _ _ . . . ... ... . . . . . . . . . . _ . . A - A - ' - - - ' - CONNECTION - LOC'AM . - - . Iv' r't i• FT-t614.4- .4 Alt)) -1() 4E" (VP) ' 5 5 5 il A " ftircTR ‘1 6. 1 f I t I ( - Ai. -I'D--•-••-•---; i 137 LF, 8 P11 - CO ; ••••■••••••arnarmaralno ''.... . ....„ 1 1 . ••• la• I r•at r r .••••••• WV. *V all•••1• •010. Ila • Cs ma am zas • • •••■••• • • I•••■■• 101 ........A. 1414 . 1. 4..0.0.14.1•1! TEE,Mi: • •••••47 • • FL FIRST FE . 117s BSMT FE .- .1 168.2 CO Fl ze' 3c, /.1‘1 22.5, r‘411 S igY 1111•11,111 9.7! "-- 8 90, MJ SERVICE SADDLE s AKA TAP (3) t , • vi / / I / : \ • • 1 , I // 1 • • • t 7 - gm Imo lino smorrrum ono.. orr....4/ / "=..... , . L___ I __,..1T i - ci I 1 . CO #Di ....-- I FAS T FE = 141.0 C i 4, 13. IT --2. 132.2 I f' • _1.3 LF, 6 pk. ,.,.. ;: 3-. FIRST Fr - 142.8 L_ vAinc,....I..,_,..„ _, r" . 6SMT n . 133.7 MH #2 • ...ow. • • ••■•■•• -4 •/ . • 11111111111111111111111 111111111111 II II III I tj II I1114 III I I ri I II I I I II 1111 ,1110:111 1 °13 4 5 6 f I NOTE: - iithemicrctilmed document is less clear than this 1 • I notice, it is due to the quality of the original document. MYMORIM••VOA•N* al•MO•Y•T•aaJatMr•O/04MMOY .•••••,a..•••••VOUV••■••• /01*••••••ww.r...•••r•rn••••••••■=0•■•■•••••■•Onr.•••••••••ONWV••■••••••• 11•I•••• • rfl smarrace..... ..*......••••••,...ate••••••••••••••/..aearroaararreararraa REVISION • I ■ u ! . 1 • • i 1 vi) t 24 LF, 6" PVC I ; ; ! 1,34 LF. ir DI 1 i I ' L.EX. MH , -1 R TO PROVIDE SMOOTH TRANSITION ' LF, 8" PVC I 1 1 (>40 wATER sEfm. THAUST MOWS k tfl S'A FACECH VALVE ASePLT EMT EM TAP% RELOCAlt 1VS ArD INSfl ft, ADJS T FH LOCATIONS -.- ADD 2 qV to>101 stsm 'V PER arY (ALAmtvA) tfl c k SRAM, ADD CO Flit k Fl RELOCATE BLI)0 9 itIV TO EAST an SUBMITTAL SET # 2 NOT APPROVED FOR CONSTRUCTION UNTIL APPROVED BY CITY OF TUKWLA ••• .121.•••■• or 6Z Eld Z.Z 9? SZ / f.-Z Ze le oe 61 91 LI 91 91 4 71 'e.":1 et • 11 01, 6 0 L. ; 9 1 CZ lvir 1141111 , • " ,„ 311041,1.60.1.11.0•1•4•11/aOr •■•••••■•■••••••••••••■........•NO0•101V4••••••••••.. ../7" 4140 1 0 1 1 Mi4E C•ERMAtNY 2. L NOTE: BUILDING FOUNDATION FOOTPRINTS AND LOCATIONS AS PROVIDED BY ARCHITECT/OWNER. SEE ARCHITECTS SITE PLAN FOR FOUNDAT/ON FOOTPRINTS AND LOCATIONS. MI!! / RIM/ DEPTH DIA LENGTH SLOPE F (3 INVER r (") (f) Ty (%) •..1••••••■•••••■•Wir•••••■•••••••••■•■•010•6••••••II•Mt10611•••••M•!•••■••■•0•1117•71••••••■•1.17•1••••••••••■•7•••••••••••••■•••■•••■•••1,441.••■•■••■••■•■•••INIM••••••••*•%•, ••••••■•••707••■••• E`.*. 123.5 123.41 116.66 123.5 1.3.47 116.a 6.0 125.2 129.4 120.16 9.3 134.2 135. 126. ,L5 8. 123.2 I 28.2 120.31 1J 4 • � 1 ,i1. 6 122.6 135. 134.2 122.62 134.3 15'0.4 I I2 12.). 123.9'3 5.0 6 St..(*; 1 125.:. 1Z. Z J 1," .9 1 4,T 14 t.t3r) 153. 1:: 1-.2 • 46.9( ;.0 4 A 44 1 4.„„ ) 16.0 161.1C' 6.9 I-1 155.2 1 75 149.0e :5. 4 • SI WE!? IN TABLE wars.ma A■ar. Awrro+n ; S dams rum man f... won arms moor SS .-- ---- e• 7 9.2 _• 11.6 HA 4. 149.69 4.3 - I- 1 66.4 166.D 17:":..i 1 7i .? r7).e 1 /0F l 7 51 4.,• LEGEND DRAWN 'HECKED IPICOVIVXMINSAPWV...•14.ht 2 4 PVC 15 PV:: 137 P‘r. 13 ; 17 5 nti sub To Revision 1.50 I 9. 66 PI' yi 1 ei P‘.--; 1.30 6 6 P 2' PRUPOSEVI AN TAR Y SEWr_R LINE EXIS TING SAN" TAR Y SEWER 1_1141: PROPOSED PIRIF I OW wA11:R LINE PROPOSED DOMESTIC WATER SERVICt: LYIS TIN G WATER LINE PRWCSED RETAININIG WALL 2" WAVER METER SEWER F W/ CLEANO T To WAirv. SIUFI Ply At PER ASSEMBLY PER Ht_ntioNr.. •-:•"I•Fotvii:R FIRE f- LAN R Y OTHERS SPRINkt /t; !HL CI-IECK VAL vl• .."%:TI• LY rt-w r ftTll r IRON PIPE PER plf.`1 rrA_t'VNlY; CHLORIDE PIPE .112••••••••••■••••• •„•••••Metf•IP EXIS PING MH, SEE NO ITS IN, WES1 MH TO #1, CROSS WALL. IN ACCESS ROAD #1 ro #D, 'oroRki EAST SIDE OF LD 1) #1 TO #2, GO'•-.3S STORM SEE SECTION #2 TO SEE SECTION r, #3 TO #C, CR0'S S foRm EAST SP: #7, ro #4 SEE SECT1ON C--- 1/4 10 CROSS ;:sJop.;,; s(A.,THwsr or FiLLIG C X; R.) #6 EAST SIDE E 1/6 to .A'1 SIDE L'iLi. TC' #7, CRO".;: WALL ti pAvEriteli r i• I) #A2, (AO WALL rrIEAST or d;i)G A 10 #M T SIDE 6i..fG A SOI./ f I iVFST OF BLLG E /E TC #•%, 0:3:: H2o./.: rL y4 O'11 At #E", TH OF k; #471 1 •5 71!1 E :-- #F5 TO #r I A A-3r VI A TO #1 - Ot.fiH F MATCH GRADE I I '..sHrI #ic. 7. F1. 9142 .......•■•••••••••••114•011.070141•LKM••41.4•00:0•..21.11...101.4 RECEIVED cIry OF TUKWILA JUL 1 4 1992 PERMITCETER D.R. STRONG Consulting Engineers Inc. 10604 NE PLACE, 30ITE 110 KIRKLAND, WA 9F.!0".`3 ENGINEERS • PLANNERS • SURVEYORS SCALE 1" = 30' SHEET 5 n L. 0 9 ical CRYSTAI DWG (206) 827-303 1- 80- 962-1402 FAX NO: (206) 827-2423 1.••••••••••••••••••••••••••••■••■•••(1•0•■■ DATE 18--JAN-91 DRAWING NO. 92142.6 - • , - ;". .A • ): 5:: A71 , SERVICE SADDLE 1-8" 90, MJxFL 1.8"x6" RED, Fiuckirr AND TAP 6" VALVE 1/ 2" WATER METER AND STREET SERVICE SERVICE SADDLE' 1 AND TAP 6" or RETAINING' WALL I -t .K%f:'lf�'7i.�+r_. "v F .'�.Y'�'f�/•'k�R: �'�1:1AAhJic4�S�.i}JI "I3 SCALE 1" = 10' INSET A 1 rf tN r PROJECT --` WATER & SEWER PLAN CRYSTAL RIDGE CONDOMINIUMS 62nd AVE S & StJNW000 BLVD, TUKWILH, RECREATIONAL BUILDING /SEE ARCHITECTS SITE PLAN • • •••■• • • ..." • • 1 •f a0 4+ GSM rW ....... Oar s••• •.• t SEE INSET 1 L • LAS ON �r r . 1- MR- 82 10• JON - 62 OA- JURY -*2 DRAWING NO. 92142c 6 r 11 1/2' WATER AND STREET SE FIRST FF = 162.7 BSMT FF = 153.9 r FIRST FF -- 138.8 • 1► ,� BSMT FT = 130.0 • . e CLIENT CO #A1 11 LF, 6 "P co# . •l._. •• _04 ••• ✓v 4 LF, 6 • 93 LF, 8 "PC METER FRVICE ` w•• 5' MIN _. ► J ar - 1.o - , asap •••• wo - � 18" MiN• SEPARA 1 -6" 22.5 MJ- t CO #B A110 •r • WATER ME TER TREfT SERVICE 1- I: "x6 "x6" TEE. MJ 6" VALVE 6" DI 1 -PRE HYDRA T ASS'Y ► NE E. MAI 1-J6" F .L6 "p PRINK VA •SS 1 2 PE l -8° 90, MJ 1 -I FIRE H •ea••"."- • • w • • •••• • • ••• • • •••••••••••••••••• 1 0 20 H 1 , •• -.l j , 1 i , i r / , I 401050 tc • • sAD AND TAF (3 !r r r I , CONNEC • 4A 1 EX -6 F 1 -8'4 G • • • • • • - i M • • ♦ 1-6 L . � 0 ' ��6 45.MJ r� ar e -M H #6 1 CONNECT TO EX. MAIN 1 -8 FCA FIELD VERIFY CONNECTION LOCATION • ......• .. OM,. . ••••••10 ..• e. • • •••• • • • • •• • • • • 1 1 I/2* WATER METER 6 DI• AND STREET SERVICE 'TYP 3 PLACES) 6 Of FIRST FF = 177.0 - BS) T 8.2 PMIG PATk 25.5' 18 MIN. SEP AR AT10 1-- 6" - TEE, MJ '. • C FIRST FT" ->s 142.5 BSMT FT ' 133.7 ••NINNY. • RINKLER/DOUB LVE ASSEMBLY • 18' MIN. SLPAR A 11ON ! I1 6 x6 xfi TEE, MJ • SCHNEIDER HOMES 6510 S4fJTN^ENTER BLVD, SUITE #1 WA TUKW /l.A, WA 98188 248 -2471 1- FIRE HYDRANT A55'Y \ CO #C PATIO Ss •r• • • I_ • • ...•. • • • 0.. • • L CU FROM• MAIN . TO METER (TYP) .,...o.,,.,....,..... •rn"..••••••••••41•10•........, I ••R ",c8'x6" TEE. M 'w/ PLUG Arm 2 THRUST BLOCKS 1 1 1 1 L. as ra .• . ••• J CO #E FIRST FF H 164.7 BSMT FF z 155.9 a ss - SS 127 LF, 8" PV CO #E1 • .... VV - ASS'Y : 17 LF, 8" PVC - :• Ire #4 9. z' ... _1_6" TEE:, NJ.' I -6" 90, MJ R rn ,13 LF, I #. _..:..._ SS 13'7 1F', S ss n AU( TREF'T A SERVICE SADDLE AND TAF' ( •.•MID•• ....••• •1•.•• ....•M.••_••,s •......i E)SMT FF :r 168.2 PATIO P O 1 -6" TEE,MJ • FIRST FF = 141.0 BSMT FF - 132.2 FIRST FF a 177.0 1 _ 26' -4 -e• 90, RuJ 1 -6" 22.5', MJ !/ 1) f • • I H • !I I ` 11 I • � , 1 r A ,! 1 f , } co'ANtrr' TO Ek •+AAP • - 1--8" FCA 1 1- 8" GV, FLgMJ• FIE:LQ L _ CONNECTION L0 AT `I tA. L .. 1 # 1 , t r (j) -8 90, MJ • ss . • • ••••I • •••••• • • ••••■ • • J..•• • • • MH #2' • •m• • • SUBMITTAL SET 2 NOT APPROVED FOR GOI3STRUC',CY{TN UAI'rII, APPROVED BY CITY OF Ti3K4YILA R ,_Ake ! RESHAPE CHANNEL TO 1 r 1 PROVIDE SMOOTH TRANSITION 1 SEE SEWER NOTES 13 LF, 8" PVC r -1 1 24 IF, 6 "PVC REVISION CHANGE W ADO THRUST WAX! & 2$1+ VPRINKUB/600611 MCI? VALvE A- 'OLY WIT E /F1/F2 TAPS, R£LCiCATE PI'S, M D INSET A, ADJUST IN IUGATI S Atm 2 -R" Gv WADI OF BLDG • C' PER CITY(S4&LAruuEvA) 81.00 Fl & e SERACE. ADO CO PIA it E1 RELOCATE l thG IT FIv TO EAST SIDE Kr- 'it 4' /D A Si I V SE 1k g =12.9/4 . Z 14/6- (6 5:, 7 A2 Al F2 [-1 L F1'A F1 A CSS U CO# EG UZ; 6Z OC LZ 9Z GZ CZ Ze. 111111Ii 111111 ' 11111111ii'Ili IIIIIMIIMIIIIIIIIII IIIIIKI 1111104 f 'r: r f;f f � y f sr-fi si X5{+! 1111111111111111111111N111- .1MI"' 1111 I I 3 NOTE Xf the microfilmed docucaent in less clear notice, it is due to the quality of the prig# nal I I I I I 11 } iIi.I) II (IIIII II II1Il 9 „ 10 11• "MN G RMMI' 12', than this document. 1111111 MI SEWE-R INVERT TABLE Ex 123.5 123.47 116.66 6.8 - 8 33 DI 1 125.2 129.4 120.15 9.3 0 134.2 135.2 126.25 8.9 8 15 PVC 2 123.2 128.2 120.31 7.9 6 13 PVC C 135.8 134.2 122.62 11.6 143.8 14;4.60 137.66 6.9 6 60 Di 153.0 154.2 146 7 153.8 156.5 148.90 7.6 155.8 155.4 148.42 7.0 6 68 PVC 18.7 1 1 5 7 5 2 . . 2 0 168.0 161.10 6.9 155 149.06 5.9 8 63 PVC 1.00 6 10 PVC 18.5 157.6 155.8 150.90 4.9 8 64 PVC 1.00 152.6 154.0 149.69 4.3 6 68 PVC 19.6 166.4 1 68.0 163.00 5.0 178.4 178.40 170.64 7.8 PVC SS .wir *woe ammo alma Kemp, mown mmms wows era PVC LEGEND RIM/ DEPTH DIA LENGTH SLOPE Li\ NOTE: BUILDING FOUNDATION FOOTPRINTS AND LOCATIONS AS PROVIDED BY ARCHITECT/OWNER. SEE ARCHITECTS SITE PLAN FOR FOUNDATION FOOTPRINTS AND LOCATIONS. 9.98 25.4 1.00 1.50 2.00 1.00 2.38 1.00 28.0 14.5 19.5 PROPOSED SANITARY SEWER LINE EXISTING SANITARY SEWER UNE PROPOSED FIRER OW WATER LINE PROPOSED DOMESTIC WATER SERVICE EXISTING WATER LII4E PROPOSED RETAINING WALL 2" WA ILR METER SEWER STUB W/ CLEANOU T TO GRADE WA VCR STUB P1V a RISER ASSEIviBLY PER BUILDING SPRINKLER FIRE PLAN BY OTHERS SPRINKLER/DOUBLE CHFLCK VALVE ASSEMBLY THRUST BLOCK DUCTII IRON PIPE COPPER PIPE POLYVINYL CHLORIDE PIPE 10604 NE 38tI, PLACE, SUITE 14 F12 EXISTING MH, SEE NOTES IN, WEST EX MH TO #1, CROSS WALL IN ACCESS ROAD #1 TO #D, CROSS STORM EAST SIDE OF' BLDG D #1 TO #2, CROSS STORM SEE SECTION C-C #2 TO #3 SEE SECTION C-C #3 TO #C, CROSS STORM EAST SIDE BLDG E #3 TO #4 SEE SECTION C-C #4 TO #5, CROSS STORM SOUTHWEST OF BLDG C EAST SIDE BLDG B EAST SIDE BLDG B IN PAVEMEN #7 TO #A2, CROSS WALL SOUTHEAST OF BLDG A #A2 TO #A1 EAST SIDE BLDG A SOUTHWEST OF BLDG E #8 TO #F2, CROSS H20/STORM SOUTH SIDE OF BLDG F2 TO #E1 SOUTH OF BLDG E SOUTH SIDE OF BLDG E SOUTHEAST OF BLDG E #F1A TO #F1, CROSS STORM SOUTH SIDE OF BLDG F1 TC #c awnterio4 USE RECORD DRAWING • • KIRKLAND, WA 98033 ENGINEERS • PLANNERS • SURVEYORS RECEIVED TUKWILA PUfiLIC WORKS \ 92142 CRYSTAL DWG D. R. S TRO NG Consulting Engineers Inc. (206) 827-3063 1-800-962-1402. FAX NO: (206) 827-2423 V DATE t 2/22/91 2 4/1/91 3 • :Jt1i. -93 REVISION POO BUILDING /GARAGE /CARPORT ROOF DRAINS CONNECT WEST WALL DRAIN TO AREA DRAIN, AD.) "EXIST. ` TO INVERT TABLE MULTIPLE STORM DRAINAGE AUGtI*ENT REVISIONS $, = 11•.r /�3i0(� Ws�r T7 amt _ SCALE AS NOTED SHEET 3 OF 7 TO C8 #19E PROJECT • FINISHED GRADE -� 11II} {- °I1 - 11 -. 11 =11 1=1= 1= - 18" AKIN. COVER •.. ---- -- e' STORM LINE 12" MIN. CLEARANCE 6" WATER LINE 18" MIN. CLEARANCE 36" MIN CLEARANCE CROSSING DETAIL N01 TO SCALE sslse00137r 6" SEWER LINE • • r • r ut. •• owe ,•. ems •••,••,••• STORM DRAINAGE PLAN CRYSTAL RIDGE CONDOMINIUMS 6211d AVE S SClNWOOD BLVD, TL/KWILA, WA t -,' v.: ^:Y.t ..,.r'r'Y . t�li��+ <:c i3r" 1 FIRST FF = 177.0 _ .L _ _ _1_1-- aCe 03 1. ____ - I a•• TYPE z 1 ---- -- r CB i AD X130 • I #24 •••••••••10.,••• •••••1111"" I FEr.• "' �_ �-- -'-'S ,-10 i r _ -__ AD #38 i { A 7RST FF' = 162.E = �L P An BSMT FE 15:.9 o �.-_____.. � 1 .. D 28 h rat. 2 • � iw eta ,z_ -tyPE 2 • !, 1 • • 1 AU PA11OS ARE CANTILEVER I 1 • ] . , DECKS (WP) B FIRST BSMT ii FF = = 138. 130.0 8 I 2' to AD 1 J00 _..� �.. -_•11 . pArdr J _ G CB #32 i d , _.•.�.�...��� • 2: t .._ .1010 1010 •....No S - SS -- `` , F•",..- -Z21 -. .. 'P1 , li CB #3701.°• { L 6", TYPE 2 01 • •mss 1\14 '11, 41t. CB #8 12", TYPE 2 tu,�+ -ms' AD CB #7 L1 Prno 1 ROCKERY TO REMAIN • f ' ---r- g °. rrP� 1,/ CB #40,-- -� , CB 039 1 ,SL0 CRO`4I4G i' n ET • • • CB #17 12 ", TYPE CB #15 •• •• PAno ' •d•" • 1 •• • • _2=7771 r 12". TYPE 1 • • ••••. • • ,••■ • • .p•„ • • i. "ice q �. - a.'1a: :1✓� 13 X .. ..0 _� -.: - . - II t } i AD._5 PA kI \. 5g •`1,2 - - reB ' 441 • \''.,. '• - N , . .� - , • ' ►- C FIRS1 FF = 1 42. BSMT FF = 133.7 60", T 'Mt 4 -ss- • • M••.. • •■••• 0 . 000 .:00•10,1000.0.0.4 CLIEN7 SCHNEIDER HOMES, INC 6610 seurKCEnIrER BOULEVARD SUITE # TUKWILA, WA 98188 248 -241 FIPS f; FF 8SI.1 FF - 168.2 �l j PA?i0 j \ i _ #10 -- Ap Ap ?1 N CB #5 12 TYPE 1 •• 1001•••••...x.•• \ REMOVE ROCKERY TO PROPERTY UNE •.•-•• ?min 'Er Ss CB #42 ss 1 CB #18 i CB #4- • - 9.9' ROCKERY TO REMAIN •••• i • q••• . • ••• • • ••••1• • • ••••• • • MOM., • • •••.• • • .1001 • • •••••• • �. L• .J FIRST FF 164.' BSMT FT -- 155.9 B i - SS--. CB #5 AD #49 I CB #5 1 J AD #52 111 110 1. 1111. r_...._ 1_L : �:_': _ _ + _ 10- Ow AD #14 D FIRST FF - 141.0 91 H? = 132.2 REMOVE ROCKERY TO SOUTH PROPERTY LINE 9 -, TYPE z CB #48 CEO - _ .1 eeB #43 {. . ••.•.••••... .••,.....• ..• •• •••••••1•••.._..•000111%.• FIRST FT = 17'.O 13SMTFE. 16Ft2 LCB #44 AD #•47 a. J A PATIO D - L _. ] n a i .•• 1 .•• ( 1 1 ! : J. i - - -• S a_ L %f / � B 12`, TYPE 4 7 // CB i 1 2 . TYPE 3 / / CB #2 r 12', TYPE 2 • 4 ; CB #56 I / ' ._* 10' ,t- lu' ; • 1 U . -EX. ROCKERY STORM DRAINAGE IN VER T TABLE INV INV CB I TYPE ELEV. IN OUT 10 AD 128.80 126.12 126.12 - - -- 8 1 128.80 124.87 124.59 SMSOG 7 II 129.80 123.87 123.87 MH3OKC 5 II,130.20 123.23 123.23 MH3OKC 6 1 129.30 124.43 SM5OG 4 II 133.00 123.03(S) 123.03 MH3OKC 123.36(N) 3 Ii 129.50 122.08 122.08 MH3OKC 2 I 122.20 118.18 118.18 9450G 1 I 120.87 118.12 118.12 SM5OG 13 1 142.00 138.25 SM506 12 I 140.00 135.28 135.28 SM5OG 11 I 123.00 124.96 124.96 SM5OG 14 AD 138.00 133.02 30 AD 158.20 154.81 24 CI 152.40 149.03 149.03 SM5OG 22 II 143.00 136.68 136.68 141130K 20 II 145.60 136.11(W) 136.11 141130K 142.60(N) 17 II 142.90 134.86 134.86 141130K 15 I 137.70 134.67(N) 134.67 SM5OG 135.00(W) 16 AD 137.30 -• - -- 135.22 18 I 146.70 143.63 SM5OG 21 AD 147.50 145.50 23 I 139.80 136.80 SM5OG 28 AD 153.20 151.20 - - -- 26 1 153.00 148.91(W) 148.41 SM5OG • 148.41(N) 25 I 149.50 146.50 146.50 SM5OG 29 AD 164.00 162.00 RIM 38 AD 176.50 174.08 37 I 173.90 171.38 170.08 36 I 170.40 167.33 167.33 32 I 165.00 161.98 161.98 31 I 164.06 160.44 160.44 33 I 172.60 170.60 55 AD 178.20 176.20 54 I 173.30 170.30 170.30 SM5OG 53 I 169.50 166.50 166.50 SM50G 50 1 169.50 165.36 165.36 SM5OG 48 1 163.70 160.70 160.70 SM5OG 45 I 164.00 160.42 160.42 SMSOG 44 I 152.00 149.00 149.00* SM5OG 52 AD 178.20 176.20 51 I 1.73.00 170.00 170.00 SMSOG 49 AD 164.50 162.50 47 AD 176.20 174.20 - - -- 46 AD 166.10 164.10 164.10 SMSOG * F FIELD VERIFY SUBMTAL E NOT • APPROVED : FOR CONSTRUCTION 7,1srra, APPROVED BY . CITY OF TUK LA LID PIPE PIPE PIPE SLOPE TYPE DEPTH DIA LENGTH TYPE % COMMENTS 5M50G. SM5OG SM5OG EXIST 2.68 SW OF BLDG 0 8 125 3 1.0 FROM 10 TO 8 4.21 SE OF BLDG B 12 15 2 4.8 FROM 8 TO 7 5.93 SW OF BLDG C 60 127 4 0.5 DET (7 10 5) 6.97 SE OF BLDG C 15 33 2 0.6 FROM S TO 4 4.87 SE OF BLDG C 12 8 1 15.0 FROM 6 TO r 9.97 E OF BLDG 15 153 2 0.6 FROM 4 TO 3 7.42 SE BLDG D /FROP 12 13 3 30.0 FROM 3 TO 2 4.02 SE OF BLDG D 12 13 2 0.5 FROM 2 TO 1 2.75 SE OF BLDG D -- IN ROAD 3.75 NE OF BLDG D 12 33 1 9.0 FROM 13 TO 12 4.72 NE OF BLDG D 12 43 4 24 0 FROM 12 TO 11 3.04 SE OF BLDG D 12 12 4 24.0 FROM 11 TO 3 4.98 E OF BLDG 0 6 27 1 36.0 FROM 14 TO 4 3.39 NW OF BLDG A 6 36 4 17.0 FROM 30 TO 2.4 3.37 W OF BLDG A 12 65 4 19.0 FROM 24 TO 22 6.32 SW OF BLDG A 12 113 2 0.5 FROM 22 TO 20 9.49 SE OF BLDG A 12 26 1 4.8 FROM 20 TO 17 8.04 NW OF BLDG B 12 19 3 1.0 FROM 13 TO 15 3.03 E OF BLDG B 12 90 1 12.0 FROM 15 TO 7 2.08 E OF BLDG B 6 18 2 1.2 FROM 16 TO 15 3.07 NW OF BLDG C 12 112 1 7.8 FROM 18 TO 17 2.00 N OF BLDG C 6 49 1 19.2 FROM 21 TO 20 3.00 NW OF BLDG L 12 24 2 0.5 FROM 23 TO 22 2.00 SW OF BLDG A 6 121 2 1.9 FROM 28 TO 26 4.59 SE OF BLDG A 12 16 4 11.9 FROM 26 TO 25 3.00 SE OF BLDG A 12 26 4 15.0 FROM 25 TO 20 2.00 NE OF BLDG A 6 60 1 22.7 FROM 29 TO 26 2.52 NE BLDG G 6 37 2 7.3 FROM 38 TO 37 3.02 E BLDG G 12 37 3 9.6 FROM 37 TO 36 3.07 SE BLDG G 12 51 2 10.5 FROM 36 TO 32 3.02 N BLDG A 12 24 2 6.4 FROM 32 TO 33 3.62 EXISTING 6 126 2 1.8 FROM 33 TO 36 2.00 SW BLDG G 2.00 NE BLDG F2 6 34 2 17.4 FROM 55 TO 54 3.00 NE BLDG F2 12 33 1 11.5 FROM 54 TO 53 3.00 E BLDG F2 12 76 2 1.5 FROM 53 TO 50 4.14 W BLDG Fl 12 30 4 15.5 FROM 50 TO 48 3.00 NE BLDG E 12 14 2 2.0 FROM 48 TO 45 3.58 NE BLDG E 12 58 4 19.7 FROM 45 TO 44 3.00 - - -- SE BLDG E 2.00 NE BLDG Fl 6 36 2 17.2 FROM 52 TO 51 3.00 NE BLDG Fl 12 32 1 14.5 FROM 51 TO 50 2.00 N BLDG E 6 28 2 6.4 FROM 49 TO 48 2.00 NE BLDG F1 6 45 1 22.4 FROM 47 TO 46 2.00 SE BLDG Fl 6 48 1 7.7 FROM 46- TO 45 LEGEND L 0 CATCH BASIN, TYPE I CATCH BASIN, TYPE II CATCH BASI14/ 1 REA DRAIN CATCH BASIN /AREA DRAIN ROOF DOWNSPOUT AND CLEANOUT W/ 4" T1GHTLINE ADS TO CATCH BASIN/ AREA DRAIN PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAIN LINE EXISTING WATER LINE PROPOSED FIREFLOW WATER LINE PROPOSED DOMESTIC WATER SERVICE PROPOSED SANITARY SEWER EXISTING SANITARY SEWER PROPOSED RETAINING WALL 10G04 NE 38t1 PLACE, SUITE 101 KIRKLAND, WA 9803.3 ENGINEERS • PLANNERS • SURVEYORS DRAWN DATE 18--JAN -91 CHECKED Fl?: :921 CRYSTAL.DWG A R STRONG Consulting Engineers Inc (206) 827 -3083 1- 800.962 -1402 FAX NO: (206) 827 --2423 DRAWING NO. 92-142.6 • .. .. •� , P 4 � .'� ^ ._.1 . .. ,r. f 1111 • ° 111+1" "}� •t'1 �!8 _ ..,rte. 1111 .� .. .zr`�{_. • ..�'._ - .. 1 III III 111111111 1111 1J111i1111.1111 111 X11111,1,{},1 0 isms INCH 1 2 f 3 {( 1 taC1 ) 9Z SZ to ' EZ ZZ I% oz 64 81 liiil1i1111114111111k t111/111I 11 '1111 Hal 111u1.I,II11 5 J 1 7 r n 1:r ^l 't,..4 T . ..,�.�'.._ ±r .f' -,� },ftyc• � .� � f. �rs � ._ ✓,. fi r; S 6 7 If the micrafii ed document 1s i, as clear than this notice, it is dus to the quality of the original document. LI 91 GL +rL CI zt LI Q 6 11111111 111 { 1 11 1111 11 'r;