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Home My WebLink AboutPermit 5837 - Sylvania Rentals - Tenant ImprovementbUILOIN PERMIT (POST WITH INSPEOt ION CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING 6r3-1 PERMIT NO. DATE ISSUED: PLAN FEES DESCRIPTION AMOUNT RCPT 1 DATE BUILDING PERMIT FEE 180.00 117.00 1-10y) 5449 1Q - 11 -08 -89 PLAN CHECK FEE BUILDING SURCHARGE 4.50 y 09"7 I Q- -Tsf1 ENERGY SURCHARGE OCC. LOAD SQUARE FEET OCC. LOAD OTHER: OCC. TOTAL SQUARE FEET TOTAL OCC. LOAD TOTAL - 301,50 PRO.iF (' T FORMA t IOr 547 Industry Dr 547 U PROJECT NAME/TENANT ASSESSOR ACCOUNT* S lvania Rentals 022340 - 0070 -32 TYPE OF 0 New Building Addition Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: 0 Rack Storage 0 Reroot 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: Construct shower, remove 20 LF existing wall, patching as required, new carpet, paint, and cabinets. 17,234.00 PROPERTY OWNER Equitec Properties Company PHONE 454 -0617 ADDRESS 600 108th Avenue N.E. , Bellevue, WA ZIP 98004 CONTRACTOR Zion Construction, Inc. PHONE 575 -0367 ADDRESS 992 Industry Drive, Tukwila, WA ZIP 98188 WA. ST. CONTRACTOR'S LICENSE 1 ZIONCI *148MG EXP. DATE 7 -01-90 ARCHITECT Zion Construction, Inc. PHONE 575 -0367 ADDRESS 992 Industry Drive_, Tukwila, WA ZIP 98188 USE 4 / / CODE COMPLIANCE . / / / CONDITIONS (other than those noted on or attached to permit/plans): DATE: (� 8 — `v' acoR 4, SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET i_LOAD OCC. TOTAL SQUARE FEET TOTAL OCC. LOAD TOTAL TYPE OF CONSTRUCTION: v-N UBC EDITION (year)88 SETBACKS: N - S - E - W - FIRE PROTECTION: 0 Sprinklers 0 Detectors ® N/A UTILITY PERMITS REQUIRED (through ?(]Yes (� N o Public Works) ZONING: C- MBAR /LAND USE CONDITIONSOYes DNo regulating construction or the performs e or work. 1 am authorized to sign for and obtain this building permit. CONDITIONS (other than those noted on or attached to permit/plans): DATE: (� 8 — `v' SIGNATUR :� 1 `^- APPROVED FOR y.- }' BUILDING ISSUANCE BY: p � a,q2 (> /�iL OFFICIAL DATE: 1,2- ,S'- I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performs e or work. 1 am authorized to sign for and obtain this building permit. DATE: (� 8 — `v' SIGNATUR :� 1 `^- / t—► P PRINT NAME: ^{-- {-fit tc-Y. `! , - uha - ,tncr n COMPANY: 7-101(\ CptE\ &4 ---JAC This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. DATE ISSUED: CERTIFICATE OF OCCUPANCY NO. VIVI /JI CITY OF TUKWILA BUILDJG PERMI f (POST WITH INSPEv r ION CARD AND PLANS IN A CONSPICUOUS LOCATION) Department of Community Development - Building 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: Division FEES QESCRIPTION AMOUNT RCPT 1 [SATE — BUILDING PERMIT FEE _],_$0.00 ; 1 i Q 4, 'G1 PLAN CHECK FEE 117.12__. 5449 11 -08 -$L BUILDING SURCHARGE 4.0 cI -7 I `G-V1 ENERGY SURCHARGE OTHER: PLAN CHECK 1/89 -356 si A'•R SS 547 Industry Dr SUITE# 547 VALUE OF • STRUC ON -$ 17,234.00 PROJECT NAME/TENANT ASSESSOR ACCOUNT # Sylvania Rentals 02 2340- 0070 -3 ?_ TYPE OF Li New Building [[Addition (Xi Tenant Improvement (commercial) Li Demolition (building) LJ Grading /Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other- DESCRIBE WORK TO BE DONE: Construct shower, remove 20 LF existing wall, patching as required, new carpet, paint, and cabinets. TOTAL - 301.50 PROPERTY OWNER E- Properties Company ,,, / PHONE PHONE 454 -0617 ADDRESS 600 108th Avenue N . E . , Bellevue, WA 1Z1 P 98004 -0367 CONTRACTOR Zion Construction, Inc. OCC. _ PHONE 575 ADDRESS 992 Industry Drive, Tukwila, WA OCC. ZIP 98188 ANA. ST. CONTRACTOR'S LICENSE # LIONCI''148MG EXP. DATE 'PHONE [ZIP 7 -01 -90 575 -0367 o 98188 ARCHITECT Zion Construction, Inc. , DDRF_SS _ 99?_ dusty D 1ve 1rtL,_� r ;, Tukw i I a , WA SE ! / ,,, / CpOE' OOMPL / A,NCE r / ''� >} / ,L i„ .tom A SQUARE FEET OCC. SQUARE F>^.I;iI OCC. 1- SQUARE OCC. SQUARE Fes.. OCC. •:.! SQUARE _____FtET- OCC. ! 0 TOTAL ` ARE F... TOTAL OqC. LOAD as .OAt7 ..LQAD 3TAL rPO OF CONSTRUCTION: UBC EDITION (year] V -N 88 SETBACKS: — S N — RE PROTECTION:lSprinklers 0 Detectors 0 N/A (thr ouch UTILITY PERMITS REQUIRED ?E Yes Q N o Put?IIC AOfr(S)_ ONING: BAR /LAND USE CONDITIONS C -M La gG7 o __L,--, )NDITIONS (other than those notod on or attachod to perrniUplans): 'PHOVED FOR ! ,j BUILDING DATE: aUANCE BY: ,(',/ rr. -1 Z {/ . i -- 1.,(,, _�.,.-.., OFFICIAL /1_,./ . '.� . �.. I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this worts 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 perforntap o or work. I am authorized to sign for and obtain this building permit. GNATURC:c.; 3INT NAME: I DATE: 1 6 COMPANY This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. RTIFICATE OF ^ j' :CUPANCY NO. v i DATE ISSUED: 7: 5Y, t, PEry+' iastU: Prx% c:. rs+ ti».«. ew: M,..»+. u..,..,...,.,...,..........,... ._........`._.....__..._..... -- -....._. _._..._..._.»...........,......,..... a....,,.....,...«.....,......ti.,.....•.. wwre__ x« raw�rzrrrKS�z2nen� :a,,,r.Xr:�rrµus»:�d.:r..��td. �xryrsY- "S3vYfft6 (a : 5a Y CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection V\ CL\ _) Site Address Th nd'U5tr D( Requestor 7cx u hr nil INSPECTION RECORD � PERMIT # '31 Date Wanted 1 a -a9 Project rj `VD.(1'\(J�.•. 1�Q Phone 11 S- 036-) Date .rT Special Instructions Inspection Results /Comments: Inspector 2161/w\ igi,y7 Date /2/20 CITY OF TUKWILA Building Division Tukwila. Boulevard (206) 433 -1849 . w....,» Oro, .. .. *ft ..,..,....n,M+.w.xu..vunnn s'nr 7441Y4 4wet. waM....+ tca .cw1∎Iv.,0r,a,.rr;ae.•.w,.r: INSPECTION RECORD PERMIT # _437 Date hali'l $9 Date Wanted 1 /iQ /Bq Project _a_cG,(d u�_, Phone # 41'75--036,7 Type of Inspection Lila/b%/9 Site Address 561 - itu,� 1. Requestor � L7 ca..hKrYj2Lr(J Special Instructions .m Inspection Results /Comments: Date /2// 7/ l 0ITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address 34/7 Requestor Special Instructions Asid4--) INSPECT N RECORD PERMIT # SF'; 3 7 Date /a,— /5" -E Date Wanted PWAftt i, , /r•,j' p.m Project (---' Phone # s4.- 7s: 0 3 4 ? Inspection Results /Comments: h'07,14/4.! /et-- i d , Oh r e ) c it'f .-. Inspector letof- Date CITY OF TUK\L ALA Central Permit System ontrol No. Permit No. .5 FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works L Fire Dept. ❑ Police ❑ Parks/Recreation J Project Name S. Address 2 ,,!2- , - Type of Permit(s) 7 This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: () () () () () () () () () () () () Authorized Signature Date This project is approved by this department: Authorized Signature ir Date CPS Form 3 J Plan Check #189 -356: Sylvania Rentals 547 Industry Dr %547 THE FOLLOWING COMMENTS APPLY TON TO,AWQ, BEC ME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER__ `3/_. 1. No changes will be made to the plans unless approved by 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- 4732). 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 (872 - 6363). 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. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 7. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). 8. 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. BUILD1G PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. SITE ADDRESS: SUITE NO.: DATE ISSUED: PROJECT: 547 Industry Dr 547 Sylvania Rentals CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 433 -1849 2 Foundation 433 -1849 3 Slab and/or Slab Insulation 433 -1849 4 Shear Wall Nailing 433 -1849 5 Roof Sheathing Nailing 433 -1849 6 Masonry Chimney 433 -1849 7 Framing 433 -1849 8 Insulation 433 -1849 9 Suspended Ceiling 433 -1849 X 10 Wall Board Fastening — 433 -1849 11 12 rx- 13 ~ 14 FIRE FINALInsp: 575 -4404 15 PLANNING FINAL 433 -1849 16 PUBLIC WORKS FINAL 433 -0179 X 17 BUILDING FINAL 433 -1849 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 aro 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 10 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 — 872 -6363 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 433 -1849. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. PUN CHECK NUMBER 2±1a5fa_. "X" REOUIRED INSPECTIONS 1 Footings 2 Foundation 3 Slab and/or Slab Insulation 4 Shear Wall Nailing 5 Roof Sheathing Nailing 6 Masonry Chimney X7 Framing 8 Insulation 9 Suspended Ceiling X10 Wall Board Fastening 11 12 13 >14 `` FIRE FINAL Insp: ,�� 15 PLANNING FINAL 16 PUBLIC WORKS FINAL x17 BUILDING FINAL PROJECT: THE FOLLOWING COMMENTS APPL1L..10 AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER X'l No changes will be made to the plans unless approved by -ttrt -- the Tukwila Building Division, Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, ncluding all gas piping (296 - 4732). Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be nspected by that agency (872 - 6363). All mechanical work shall be under separate permit through the ty of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction, OWhen 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. O7 All structural concrete to be special inspected (Sec. 306, UBC). �S All structural welding to be done by W.A.B.O, certified welder and special inspected (Sec. 306, UBC). OAll high - strength bolting to be special inspected (Sec. 306, UBC). 10 Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12 Readily accessible access to roof mounted equipment is required. 13 Engineereed 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. OAny exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. to Subgrade preparation including drainage, excavation, compaction, and f111 requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure.). OA statement from the roofing contractor verifying fire retardancy of rook will be required prior to final inspection (see attached procedure) . All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 Edition), and Washington Stae Regulations for Barrier Free Facility (1989 Edition). 38 All food preparation sstablishsents must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296-4787, at least three working days prior to desire inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. l9 Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. ONotify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 61 All spray applied fireproofing as required by U.I.C. Standard No. 43 -0, shall be special inspected. All wood to remain in placed concrete shall be treated wood. OAll structural masonry shall be special inspected per U.I.C. Section 306 (a) 7. 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. Cit y 61`' fukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor December 5, 1989 Fire Department Review Control #89 -356 Re: Sylvania Rentals - 547 Industry Drive, Building #3, Tukwila, Wa. Dear Sir: 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 10.301b) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinents, 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 ft. 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) 2. No point in an unsprinklered building may be more than 150 feet from an exit, measured along the path of travel. (UBC 3302) (UFC 12.101) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exit hardware and marking must meet the requirements Cit y oi'�. ukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor Page number 2 of Uniform Fire Code Sections 12.104 & 12.114. EXIT signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UFC 12.114a & 12.114b) 3. All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) (UFC 10.104) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 10 -22) (UFC 10.104) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (UGC 10.104) 4. 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) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. All wall and ceiling materials constructed of wood, shall be fire retardant treated. (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) Any overlooked hazardous condition and /or violation of the Cit y &r'iukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor Page number 3 adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. File slj CITY OF TUKhIL.A DEPARTMENT OF COMMUNITY DEVELOPMENT ADDRESS ORDINANCE COMPLIANCE CHECKLIST PUN CHECK NUMBER -350 Uniform Buildin Code, 198f3 Edition. W Orc1PANCY rROUP 644,140.44 4Q,44 TYPE OF CONSTRUCTION LOCATION ON PROPERTY �(� _ RIITL DTNG HTFGHT /NO of STORIES_ FLOOR AREA ckeA Ati foct OCCUPANT LOAD NT_EXITING REQILIREMEIIIS <roc, t cr ac.,F Cerkir . -89 ; C1 G C14.#4, Zi4.41d „ct. maltdic, °Auk., DETAILED REQUIREMENTS: OCCl1PANf:Y TYPF OF CONSTRUCTION_ ON ill ENGRG. REGS. & REQMTS. iW. S • F..f.�_ _.. ..10 Li] NOTES: 1.] sir BUILDING PERMIT APPLICATION TRACKING PLAN CHECK NUMBER -3510 PROJECT NAME i \J o�►- i XL SITE ADDRESS SUITE NO�Lr INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". 59-) in du d)(, BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE OCC. FEET LOAD SQUARE OCC. FEET LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. BUILDING - initial review FIRE IQ- 10 ROUTED 17,-5-01 iNIT: SK i. `C11 11 at • • • FIRE DEPT. LETTER DATED: 0 PLANNING INSPECTOR: Se. 512 ZONING: C --JY) IBAR/ AND USE CONDITIONS? fl Yes INIT: REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S- E- W- O PUBLIC WORKS UTILITY PERMITS REQUIRED? [) Yes INIT: PUBLIC WORKS LETTER DATED: O OTHER BUILDING - final review REVIEW COMPLETED INIT: PERMIT NO. CONTACTED L .� 'rr ^s - 1 ' E�Y: DATE READY DATE NOTIFIED t t a� "'� -CCAS EXPIRES , 2nd NOTIFICATION BY: (init.) AMOUNT OWING 1S ., �� 3RD NOTIFICATION BY: (init.) Q3lX 1 BUILDIF PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division FEES (for staff use only) vcvv avuinc:o►uc► uvu►cva►v, ,unnnca ...-, vv,.+..• (206) 433 -1849 DESCRIPTION . AMOUNT RCPT # DATE BUILDING PERMIT FEE l i3O &d PLAN. CHECK FEE // ,vo 5y1/ f / /g/ BUILDING SURCHARGE f, 50 l _ APPLICATION MUST BE FILLED OUT COMPLETELY ENERGY SURCHARGE OTHER: TOTAL - ,.. ()/, 4TO SITE ADDRESS SUITE # Li-r-1 IN4's1- raj.mac IvE. 541 VALUE OF CONSTRUCTION - $ $ I'7 2.31 - PROJECT NAME/TENANT SY LVA f4 'P.52r) 4-A ASSESSOR ACCOUNT # 03 4 D - 0070-3Z, TYPE OF U New Building Addition LA Tenant Improvement (commercial) Li Demolition (building) WORK: 0 Rack Storage O Reroof O Remodel (residential) 0 Other , DESCRIBE WORK TO BE DONE: CtWW- -A C(Dnso -cv A-- .1•1r0uipt-,• IZE_tacau9 aoLF ,LS4-tn wn, I, -1)4cLic \s. rsoucvEr, ti w Cm-rek •Pa,c)•(- BUILDING USE (office, warehouse, etc.) c\ D `c-7■ cr, - 3I--oo-D roo m NATURE OF BUSINESS: R�n�wL sAlSo ec c 6h0�m (NT- WILL THERE BE A CHANGE IN USE'? V) No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: I b, /150 Tenant Space: I, 500 , Area of Construction: I i b44 WILL THERE BE STORAGE OR USE OF FL MABLE, COMBUSTIBLE OF HAZARDOUS MATERIALS IN THE BUILDING? tJ No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER Foot•��.G ,prpcc4 -F4 Ct any PHONE45 _ebbt �( ADDRESS (obC7 I Oc' i� � Iv,E, ? Lt_[ '`f- �ZI `(BEOy- / CONTRACTOR .%'C.0 � / � � earl C�nS G!rwn PHONE 5r"I5_©a&T ADDRESS 9 9 z 1 NN.s'1 te._, S V•'l v it , -�Lf,Ji 7 f C , Zit �.,Pp Z`7F31 8 � WA. ST. CONTRACTOR'S LICENSE # a ion cz * 148/�AC� EXP. DATE 7 f eta ARCHITECT '� lO h ConsTrQc4,a0,..�r\C. PHONE 5'lS - b3lp'- ADDRESS 0192. zn,s-I-2.� Dr,v�E_ lu.lurJ)iG', tfJ zillib1bd HERESY CERTIFY THAT I HAVE.REA.::AND' EXAMINED'THIS:<APPLICATIQN AND KN W :TRUE AND'CORRECT ' AND 1 AM AU.THORIZ D ;TO APP Y:FOR THIS PERMIT DATE PHONE sr15— b3(1T CITY /ZIP ICwi la 1� 1 $ THE; SAME TO BE BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON SIGNATURE � PRINT NAME-..7.2.,\ J . �.�1, �►� a) ADDRESS 1 c T N NV _12tvE_ PHONE S —a 7 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed Information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 433 -1851 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will he 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. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES COMMERCIAL Si 3MITTAL CHECLIST Two sets (2) of the foliowing E:1.4Ingineltr• Soh rePad!1!!171P • TopograpNcat survey • ": • .• • :entlinaer'Qr•ar' ...:,..ardotectwalitingd:wevdnhiottglisna.' B. •-•• ng... ... ...; . .. 'Archbsctural drawings • u'Stru s.... • Six (6) sets of 4. doh and ch..' • NOTE 8.. utWhy pevm!t u. : . FIACK STORAGE fl Completed building permit application Two (2) seti of ptans, which inciude .Bawing14°r• Plan •• Entire- spa where racks will be Iacated Exit doors • ,DimensiOne of alt Tenant, space floor • plan showing rack storage and • • •-• • • NOTEr4rickide: dltherisions of racks'(heIghtiwidbartdlength),...........a.:...s..!„„:.:: and ort ims. ' .-." .E Structural •calculations stamped :bY a WaShingtOnStatelicentred::••••:::::.::: -engineer (rack.storage.8" and RESIDENTIAL • , COMMERCIAL TENANT IMPROVEMENTS • :•''," " structure or : •••••■• :tenant • Exisdng and proposed parking • ' • ' ' • • ••• • p ..... • Lise of adjacent (common wall) tenant .• • Overafl dimen II On s' Of :bUilding ar:Scluerefootage:::::::: .. .•• • ..„ ,•,:.•.•.•.• • . . . ..•„• •.•,••„ • EFloor plan of proposed tenant:see. . . • .." „,„_.•.•„••• „••••• .....••••••.•_„••• • .. • ''',•;:Tena'apaCeplan wit. kuse Oteech roo—m • Exit doors,: egress patterns . . . 11;4nd:went to demolished bUldngipernii.application.(onefor eaCSt 15,,edsting * • NeW Wel .: : ,... ... .. .... • • .. „ : .: . : . : ••••.: Constructionsdetalls , . . ■.Ckiss:sectkins'shawisint wall .irdiagnaadoc!an and method af. ..- .. , . . ' trachment for floor cell , ..:, • , ..... Structural ealcUlations stamped by 'a Washington Statelicensed .............:.. —.„...„ engineer may be required 1? structural work is to be done (2 NOTE /1 anyutifity.wo (it is b be done; submit separate Utility permit•::::::::'::•:...:.] ::applIcation and plan :.....: .....:..::::,....::::. : :.: ..• .::::.:..... ...: : :-. •. REROOF 1:.:..Completed bkiliding:•PerMIt'applicetion.(Orie for each structure) Assessor Account Number • Narrative describing existing roof, material being removed, and material being inistalled.••• • . •:14107Ei.:..A'certification letter is:required prior to: final inspection and sign- Off of the . . . ANTENNAISATEWTE DISHES • .wwwwww.. • • „ „ ' , • • ' E Completed building permit application:(one for each structure) : • : • : • ; • ::: [I] Legal description •• ". EAssessor Account Number '• . : Two sets :(2) of working drawings,: which include . . • Site plan , •• • Foundation plari •:: • ' • Floor plan • Roof plan . :.• •:„: • Bulking elevations (all views) • Building cross-section • Structural framing plans Washington State Energy Code data .141.•••••••11. Completed utility permit application • . .• . • • Six (6) sets of site plans showing utilities NOTE: Budding site plan and utility site plan may be combined. See utility permit applkation and checklist for specific submittal requirements.: Addtional topographical and soils information may be required if unique 641 conditickts. • ; ; RESIDENTIAL REMODELS. F7 Completed building permit application (one for each structure) • : Asseseor.Aocount Number •:, • Two (2) sets of working drawings, which include: !. Site plan .':! Foundation plan:. • ' • Floor plan • . Roof plan • ....,••••• • • Building ekivations (all views):: • Building cross-section •Structural framing plans • NOTE: If any udlity.work is to be done provide utility permit application and plans must be submitted; . . • REROOFS riCompleted building permit application (one for each structure) Assessor Account Number Narrative describing existing roof, material being removed, and material being installed.: • NOTE: A certification letter Is required prior to final Inspection and sign off of the permit. • .1 °:© iamb-'- - ''cc - 774 x-e Tc3K`�1��•� \J 1536a1 • • LEGAL 'DESCRIPTION PARCEL A-3: : , . . ----• A PORTJOINi ac: THE WEST I!z Or SECTION 25 ANO THE EAST J/2 Op S,=CTJON 2n, ALL 1111 TOWNSHIP 23 NORTH,, RANGE 4 EAST, w. fig., . DE5CR/St:TO AS FOLLOWS: • • SEGItiNING Ar riiE EAST '/4 CORNER OF SAID 'SECTION 26; THENCE NORTH 88 °06'42' WEST ALONG THE EAST-WEST CENTERLINE OF SAID SECrJON 26 a DISTANCE OF 105.84 FEET TO THE TRUE PO/N' OF BEGINNING; THENCE NORTH 01° 47' 23” .EAST 2.45 FEET To 4 pp/NT OF CuR vyr11RE; ALONG 4 CURVE TO THE RJG T - H4vinlG A RADIUS of 4X_ 28 FEEL, THROUGH A CENTRAL ANGLE OF 46° 46'14 ; AN ARC DISTANCE OF 334.90 FEET; THENCE • NO. T H 43 ° 33 ° 38 " EAST 188.36 PEE T ; Tr -IENCE ALONG A Ct.IRVE 7_o THE RIG bfT HAVING .4 RADIUS OF 410. 28 FEET Th'ROL1Gj -j q CENTRAL ANGLE OF 72 °16'35", AN ARC DISTANCE OF 517.55 .PE-7- 7-0 AN JNTERSECTIC?N wrTH A LINE BEARING SoQrht s6 °3a'20`EAs THE'NC'E. SOUTH 56'338.20- EAST ALONG SAID LINE -4 DISTANCE OF 69.93 FEET; THENCE SOUTH 43'44' 2.3 ` EAST 71. 30 FEET THENCE SQUTN 45° OS- 27 "EAST 9 -91 FEET TO THE WESTERLY ' Av1ARGIN OF .1A/VIES CHR/STENSEN ROAD NO. 14795 TNEAVC E SOUTif ' 37°54z"41" WEST 468- 23 FEET ; • THENCE SOUTH 32 °39'25 WEST '132.67 FEET THEMC� crDPrH 88° 12' 32" WEST 524.50. FEET ; THENCE NORTH 01° 47' 28" EAST 90. 66 PEET 70 ::fE TRUE POINT" OF BEGINNING • TOGETHER W/T,Y 'ANL-) SUSJEC T TQ ALL PROTECTIVE covEivAAirs, RESTRICTIONS, RESERVAr/ONS AND EASEMENTS OF RECORD S/ruArc 'JN THE C /TY Or= 7-UMW 1 L. A_ COU. JTY OF K1 1‘15, S;;;TE OF WAS&- IINOTON• • -� FI .E rdefstand that the Plarr Check approvals are ` bicct to errors and omissions and app-oval of plus does not authorize the violation of any aclopted code or ordinance. Receipt of contractor's jpy of approved plans acknowledged. (,LEGAL. DESC_R1P;`JON PER TRANSAME.R1CA T/rL ccW+ E. 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This review is undertaken solely tc sat sty engineer's obligations and does not relieve the designer of his obliga• tion to assure a design in strict compt!ence with Siam standards, nor shalt slch review give rise to sr+,; tight of action or suit in savor of designer, or third parties, against the state. - DATE' BY to AO STRIPS _ 5TA r- NG p r.o TO STA 155 +SO Ic�3 tO • L!A',4^....1 iQSamrc.v S70WCFSi ne.` Y.....- • STS2' , t�ilN -TURN L ANE -14EV4 th([ETp% NT 154 .� O° ST'H c4 e#A15-r 110 TRAppilco 4) ZO p `CYP 'PAINT LIh1ES S 4 P1E •I 10 • . �o-ze- r�. �w`` �. t. �:,. r�<+ �t'!✓ �•: v',&.. r.•,t- �s"•atir'.a.',�c'i�bai?�� \1\1$00-r -r FLAN - 2... NSTAL<. FeR CT c'O S .. 1]� . • t t i i 4 'to 13-61 . • 1 r^ 14 4' 25 9 :- .. N Cs R. IS t) • ----"' New 3 ,�I w tom' eQL10 • tn 91 RIf� PNa 1gT-tU N o 1 DELFT GORE EobE pE E�ZST PP.vEMENT�- r Q CUR5T 1 NOTES R/W NC,RS'TE CURB e GIi� PER 5 f'LaN F -1 • �ICp,R X PA`�IN'- --'- tw R NO 2 NoY'� Pear �- 7 PowEk POLE `'A E 4 (Ex. 15 �' PA 0 51-►bULD.R�, PG p �,t EWE .1 QI*l MARS N� �r � CoNCREi STANDARDS SPAND 'o St1-`l OF TVK�`�tLA \T) (APRON) NE UTTER u tip et NEW 2 ARROWS . o�p p�1z I�NOiCA' UC°f RA (Co� J t1K`n�LA CTANPARDS) O t- NOTE 1 ew R3 ;7 4 , --S NIGN(3ex3�- NOTE .•SEE KATE \ 5e.e. 140TH 1 4 / ...W GbNGReT CUR$ & GAT E . • ST POWER, POLE No I LOC,A'TS.° POWD1NERSi BEGIN GGRE ?PIPE E �1 G Po `. E F T TU G R N NSEIGON N ('�-b" W FEN 1WI:g1=9 s - MQwN� ~D GAD AY NE'N c, DOE c : -;,UN D pRY DRtvENN AY SEE CT 10 RT coN -tS PV AN- p •~R W ISG err' OP 'f - w11paiANOA R- fl J ` (APIZON) SLID GO J TA g +86 TO 51A I5:" IOO' '• 1HIVPAO CEMENT CONC. SIDEWALK PER WSDOT STD PLAN F -5 40' 14' ADDED LANE . . . y NEW ASPHALT CONC. PAV'T �I.ASS a (vEAKING COURSE) REMOVE 0.12 OF•EXI5TL C WIDTH VARIES FOG LINE -EXIST EDGE OF LANE SAW CUT •EX 1ST PAAV' 17 *0WAY o.3a! VARIES `;t SR 18! COMPACT "'Lie-GRADE —1 0.5 GRAVEL BASE- - CEMENT CONC. CURS ex, GUTT PER WSDOT STD. PLAN F -1 R ASPr1ALT CONCRETE PAVEMENT GLASS e (LEVELING COURSE) MATCH EXIST PAVEMENT PEPTH b,30' CRUSHED SURFACING (TOP COURSE) - NE'W /EX I T IV I D CONIC 5TORv1 DRAIN - INVERT, ELEV YA :IE 1 TYPICAL P0 ADWAY.WIDENING SECT1ON NO SCALE R32i CONDUIT SIZE SAW CUT 1 -1 1/2" 1 -2" LOOP LEAD —IN SIGNAL WIRING SCHEDULE 2 TWISTED PAIR 2 SHLD PAIR 4 SHLD PAIR COMMENTS EXISTING SHLD PAIRS HAY BE REUSED EXISTING SHLD PAIRS MAYBE REUSED . EXISTING 1 BALD PAIR ADD 1 SHED PAIR FOR LOOP 67 7 SHLD PAIR Calarl tEPAI a $ dD) t. . SIGNAL CONSTRUCTION NOTES INSTALL 6' X 6' INDUCTION LOOP TYPE 2 INSTALL 6' X 50' INDUCTION Log? TYPE 1 INSTALL'TYPE 1 JUNCTION BOX RETAIN EXISTING TYPE 3 JUNCTION BOX SIGNAL GENERAL NOTES 1. DETECTOR LOOPS SHALL BE CENTERED IN TRAFFIC LANt., APPROXIMATELY 'TriKEE FEET INTO THE CROSSWALK OR BEYOND STOP BAR. 2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO BEGINNING WORK. CALL 1-800 -424 -5555 FOR UTILITY LOCATION SERVICE. 3. INDUCTION LOOPS SHALL CONFORM TO WSDOT STD PLAN J-8A. 4. JUNCTION BOXES SHALL CONFORM TO WSDOT STD PLAN .3-11A. 5. _ TRAFFIC SIGNAL *iAn•>;KIAL AND INSTALLATION SHALL CONFORM TO WSDOT 1988 STANDARD SPECIFICATIONS SECTION 9 -29. =2.0' SECTION 24-, TOWNSHIP 23 N, RANGE SEE TUKW�L. A 30UTHCENtER L Tic c .Y40 rag CM( of is � Elie. d° .TRAFFIC SIGNAL MODIFICATION ONLY. --LD .JGACRE5 RACETRACK �=-- s 155 TIC ST • \____ `'BEST VALLEY HWY (SR.'S') VICINITY- MAP NO SCALE _FEB 26 1990 ABKJ, INC. REVISED MAR 27. 9.9-0- NOTES Fe l T.: • A • 1.t t ;;fit En�.4 EXisT. SIGmAL cope- r20LL.F12 REMOVE Ex 'STING: CATCF ?AC.INC THIS LINE :? .'• _ w,.:., LINE • . AT EACH CATC.I5A,e'i'! C o a 7 C C ! r r ,...,•,NEC TO .,:x(., i':ti.� Ib.. _tyE vat' i- c" L1:1!. GE 24.17 (TYPE, I) c XIS 'fNu CA r �Hy Af it•i AND CONNECT • NEW l : /t✓ LINE TO EXISTING 4 NEW Ct,rr N/+�IN -- GE 2.4.80 I E. FIELD V ERI FY 5 NEW CATCH- i5:ASIN GS 25.,10 - 1 E P -IEL•D VERIFY - c. STOR1,./1 LINES ARE REIN F GONG CLAS$ III - PLACED IN CLASSWe EKED DING WITH '95/ CO APACTI ON", BACKF LL MA-T RIAL. TO DE PER APVVA /W5DOT STANDARD S, 7. ALL. MK- rERIALa AND PLACEM TO F'E PER WSDOT STANDARD SPEC. P. CEMENT CDNG:CUR5 & GUTTER F &. W5E0T • 5Tp PLA±,I F -I TYP AT PRIV .WAYS, 1. PAVEMENT SECTION SAME AS 6140 wt,-1 IN TYP I.O,ADVs./AY Vv'IGENIN6 SECTION. P.24 -'EXISTING ELEVATION OF 'PAYEME. 4T FROM SURVEY DRAWING 1 ' INSTALL PAVEMENT MARKINGS IN ACCQRDANC WITH WSDGT STANDARD PLAN H - .5c c' CONSTRUCT CATCHSA Ir`f TYP2 1 PER WSt ?T STANDARD PLAN 8 -1 220. W. Harrison Seattle, WA 98119 FED. AID PROD. NO L:r44Lrf try. TOTAL ;warts DIVISION OF HIGHWAYS DRAWN APPROVED , ©t'A+....__ Washinstor, Stab apes - ten; ol Tporton MP 11.4 TO MP 11 S 1 58TH ST TO 425" FT SOUTH r'? C1' 7.17.:TO /.0 DATE ED 2 EXfST: JUNCTION AXES VREMOVAL NOTE %EVISED PLAN SECTS i _• T a G SHED VISION STATE DE51G- -- EENGINEER• ROADWAY WIDENING DOT .FOR 221•O12 Rovikod 10/673 1' 111111II11111111lll1JI 11111 :1 p11I1I 0 I6 TINS INCH 1 I f! Ir I iJIIII; (iJ•t.:1, rJII ICI [ 5 6 NOTE: micro, 7 >3 . If the microfilmed document is toss clear than this notice, it is due ` to the quality of the apriglnal document. Oe 6Z 8. Lz 9z SZ hZ CZ tz ' . a. nOz 61 et X 3 L t 9fl1 l.l'.11.� l lF i SI lll,fl'•l" llt'� f� L l Ill sIn I III ill .;r 1111I . I ill {( I1ll.: l illllll0lf++ ll1, 6 111111111111111 1x11 il lll11111111111 4II1 il11 11 11111lllli� llll111111IIl�lk111 i�w1l 111111( IIIIIIIIillllll++lililiii i- �.. (( l l ll1111 j , 1 U { lilllll!! � t�1t., St'r�2�`'rF t` )rdT,i� � �t c iR; �.�..L ��1.•Y r,�!/�' Ci- 2+r"✓r.�:��= �= . - :"S'�i+':�:'�:�F:r�r re ere 0 1- 0 0 w v 7- W LEGEND O Existing Pole O New Signal Pole . New Signal Controller Cabi•ei E New Service Cabinet. Nev WSDOT Type 1 Joactica Bat • New wSDOT Type 2 .letotio4 Sox O New w'SDOT Type 3 Joentice Box -- H. Ceodait -- Saw Cat New Lwesi•siri Sipe Nett. Install Neer Sip e Per i Specifications e 5 q Spr c as --mw- New Vehicular Signal Head - -- •■• New Peeestrie• Signal Head Optic•m Detector J-• Her Traffic Sign (Least arm *coated) New Traffic Sipe Oast 9 d) Ej6' z 6' Induetier, Loup (Dipole) WSDOT Type 2 9r , ii0--- 6' x 50' Iaductiee L•ep (fnadropole) WSDOT Type 1 Coastreeti eon O Nota L ire Noto 0 Exislioe Juectiee Bex P4 Sta. W 149 +84 53'Rt. Signal Pole Type m W/400 W HPS Laaiaaire at 40' 36. 1 2e s' 1...9 /YMt :i:'r,. w�• w,..:".. b.:'+. Y. MatiC�' t.+: S.,: *b'4;LrtW'J.a`°e1;r•Ci- l:,h�5 :, .GENERAL NOTES 1. All vehicular signal beads shall be mast arm .novot•! allet W3DOT Type "M" mountings. s. with raceway large enevgh to pats t 5C cabin through without damage to the table or its jsek•et 2 All Pe a of tri sa signal needs s hall be installed using 77 yie "t'' mountings, eeelet need 29 and 68 Ihau burl Type 8 Povntinp. 3. Each puthbetten isstrobly shall Include one Ty 1 AB pushbutton with signs A or 5 as needed. P e q 4. All vehi ca1 he shall 4 I enter i heads ass be installed with backplatts, except optically programmed heads. 5. Detector leaps shall be crntered is the traffic tans.. approximately three feat into the crosswalk or beyond the stop hat. 6. The contractor shall verlfythe location of all utilities picric beginning this work. Can I -800 -424 -5555 for utility location service. 7. Justin IteMetecters (type 1 L 2 ) per wSDOT std plea J -8e.. - 5. Remove all existing pavement markings ceoflictiog with this plea. I 1. 1 Signal P • 1 PI Sta,. W11,14641-7 57' Rt. of Type II 1 • 1. 1 I 1 1 1 1 l O. CONSTRUCTION NOTES O 1..6.n WSDOT signal pole Type 11I with 400 watt HPS luminaire mounted at 40'. Install mast aft are with 4 vehicle huh. Iestall 2 signs with *es: era m•ents as share le Standard Pita J -6k. Iutcll 2 2,6.1101111 signal beads. Iesta•.2 pashbuttea sssenblies. O lee*iIl street ears( sign se roast era See WSDOT Standard Plea J -6h and sips specifications for additional detaiis. OInstill WSDOT figeel pain Type 11. lastall toast arm witb'2 vehicle heads _Install signs using mast Cr m mounts. !octal, 1 pedestrian signal head. Install Install t 11 1 PPS. s all'sipo on pole per WSDOT art plea 0 -5. Install WSDOT signal pole Type 111 with 400 watt HPS leaieaire mounted at 40'. install mast arm with 3 vehicular sip:al heads, one pedestrian throat head and oar PPB. 0 Install WSDOT signal pelt Type II with 2 vehicular signal heeds. 2 pedestrian signal heads and two PPB assemblies. Install sign so pole. 6) Install WSDOT Type 1 jeectioe box. 7 8 laitall WSDOT Type 2 juectiee box. !bated WSDOT Type 3 junction box. 0 lottall Type 'P" controller ca1sioet pad *sealed ea cos erete foundation (see Std. Plea J -6t). Install Traconex T MP 390 traffic c otter Oiler or approved equal) -:nd all io- cabinet accessories. Ceatracter ebtll set timing programs as sh•wo in the place. 10 laetill Type Dandified pad mounted terviet cabinet. Provide 120/240 v service. Coor6inate with Puget Poser (Contact Mel Wick (206)255 -246 Provide wirier and conduit to Puget Power juncture hex prated se the north east corner of S. 158th Street. Service connectioa at the loneliest box shall be completed by Puget Power. See Sheet 5 for Cabinet Details. l20) I 1 125' 6 ,i rIQS�'Q rr I 148 165 `\ - 1 �Tpl � ��, --�< 1, • ^at 105 I ITO 15 'ao acre( . 16 •6 O inA 1/ t. , ?�,- '.c._'�'�_ •- •- - ---�- i r [�O ,3 P:... 14 ,n Exist: g Plaet� I F areSidr.alk // 6e • k • �( �" f ' lB) �� - Exist.ep Ira ffie Curh 48 t , @obJI J LONGACRES INBOUND PEAT: HOURS Ot LT Feture Car! Lilt (Pease C•astry c tio*) (Passel] Es.µ• Ceaen'ectl•a) �- 36 A.L. i OTHER HOURS CHAUGECBLF_ k=SS:.GE SIGH 36" 46• WT�Rr :ALL'' ILLUMINATED See DE elite \ Sbee 3 771 R/W F Plainer P3 Ste. W 149+79 57• Lt., Signal Pale lypc IT retort Curb Line (Pba•c n Construction) 81" 12" OHGACRES WA D3 -301 W I ' f Ltr or co • I OVERHEAD SIGNS 0 37' 12`f (� .R.-181 t D3 -301 0 .' r co 0.5' ; r 1 g. -- I 11(1 11' 5.5' . Fetters Curb Llne (Phase l / Conatractieo) EzietingiSl1i e b h Future Curb Line (Phase 11 Construction) `Existing Asphalt Curb return Sidewalk (Plea se l C•aitrsctien) PP 1 29 �t I W Lint S 7" 4 1' 30" E I err 1 1 p- = N e • YJ - - -%i I Exis in; Orieewal t •1 ' I - // P2 Sta. W 148 *79 53' Lt. Signal Pole Type 111 W /400 W HPS Leminai,e et 40' • Existiap 5wildice 36" 60" 3 M5 -101 OTHER SIGNS • ire rates -/; to 4 t•_ 20 0 20 40 r-- •�c.rc -- SCALE: 1" - 20'. h1e.ta11 02+•05 Cocker' Detector midway beeves, Head #22 and Sign 0'2. Iestall 07 0pticata Detector midway betwees Head 072 spa Sig..; #3.. QInstall 01 • )36 OCticem Detector midway between Heed .-4.61 end #62. Install $6 Opticem Detector midway behoves Head #81 sad #82. Reosee eeieting planter from sta. W 149 +59 to W 150460' ,6 leifali 01 cress walk maize 18" solid white therneoplestit stripe. 0 Construct new rockery retaining oak. Su detail abut 3 (sr grading eat construct's,. limits. e(g Iestall 18" caite thermoplastic step ter (tpprox Sta. W 148 +84) ,y !rata pxveraent learner per WSDOT ate. plea H -5c. Center its existing lases. testae pe et- rstta,tee sign per detail sheet 3. Iesttil WSDOT Type 1 lane markers per ire. pin H -3. WIRE SCHEDULE NOTES 0 Use 1 1'2" cow -dui: outside of travelled way fo, loep lean -i). ' 1 All conduit trader peltedread.art stall he rigid steel (Rig Stn. All ether eoadurt shall be PVC Schedule 80. Use 1 eodui t for street fiSht, cb All prr -eapt and peeestrlaa peehbettet cable shall le shielded. Adrasc1 warainp sign. . Set Sheet 3 for rue ='s 39 -43 Use 2" conduit as spare. EXISTING TRAFFIC SIGNAL LAYOUT PLAN :jam - j. = c t- 9 °0w 2.- e z e-` ca c. O u7 v WIRING V� IRIN SCHEDULE G VEH. H A E 7 S PEI). � -A H c D S LOOP PPS'S 11 (SIGN I CO 7N. 1 SE !. J -Y �-' aT et'T O - I .S r R P E EA D-1 E 1 0 .. 0 all SC. ' 'RV = lA P T '1 �IL, s� G Q Mast I' -5C Ara. st° e`is I ( 1- 1 MasC Aril t I -5 1 I• -2C I 1 1 , j I 1 /� M Aril 3 -5C I I- ( 2C I ( I ' 1 1 -/� Mast 3 -5C _`) Ara H 2C.I•50 1 1 /� Mo 3 -5C /?� Ara st P•2C.1.5CI I-- i l -3C Ablast 4-5C Ara III • BY APP'D C.t-5C! 1 1-3C 11-2 /\ MAra ast 5-5C !� DJST• :ADM.. -J DATE - REVISION . 11.2C.F5C1 I 1 -3C ;'3' •-z• ` 4-5C , -1'rr• 2 -5C 11.2C.1.5G 2 -2C 2 -r8 1 1 -3C • ` SCI I G a :t C t 2 Twisted Pair Pew 1 1 11.26.1.26: 2 -2C L -3' 'it R.: s 4-5C Ra U 2. -5C 12 -x81 1 -3C• Mo D. � I Ara at I-5C I. I 1 J A want I -5C Ara 1 1 , t -3C Aua%t I-5C At I -8C 1 I I 1 1 -3C t A, I_3w I -8C I -5C 1 -2C ( 1 -SC A 1 -2• , I 1 1 -SC° , " A Cot CM rvi:it! Pau 1 1 1 f A l -2" 3 Shld Pair ! -__ 1 I r _ I 1 I -3C A Sa. ..._._ I Cot T i i ed- Pau � 1 1 1-. 1 I - 1 A I -2" 6 Shld Pair i 1 1 I I - ?C vy 1i Cot I S1 Tensest! 1--.1 I 1 t t--3" 10 SbIti 1 1 1 Pair t 1. i s I -3C Le. a D,'. s--SC 3 -5C 17 P au l I 11 l22C l- 55Cl 3 -2C 1 2 -3C 1 1 -3C OA co. P. I laird i r- ■ - 1 -lye. -.,9 2 Sblc Pair I ! r" Cut -ft:I d I._.- I A I_ae 4 Sbld ?air... 1 /� A Cates Twisted Parr 1 I1 /� , toast l� Aro 1 -5C 1 1 1 I 1 Host Ara 1 -SC 1 1. 1 1------1-1:-C /6 Masi Ars 2_5c l i I 1 -3C I A 1 -3" 2 -5C 2 -5C - I 2 -2C 1 I -3C A l 1. 2 -5C 2 -5C 7Pil:11 2 2C Spare 11 -3C I Saer �! C.t TPiiid ~- L I f A (I -IS',- 4 2-5C 2 -5C 9 Shld pair 1 I . I 2-2C 12 -.= 81 I -3C I AI n.:. I -5C F AILast Ara 2.-,..,... 1 I I 1 /� .3: 148. t 2-5C I 1 1 i . 1 -3C A Hatt 3_56 aL Ara 1 1 1 1 -3C �ra 1_iy` 2 -5C I -SC 1 -2C � , 1 -3C A Apo, 2 -4' I -BC 5 -5C 2Pasrld 5-2C II.2C.F50 1 . I 13- 36.11 -3C A 1-1 y - I3 - = 2 r 11.__ I /� 1 I� 1 -1 +• .. • 1 1 1 2- =B. 1 Aj22-4'rrab 9 -SC 6.5c J II -2•. 1 t -9C 21 Sble Ir -2CI-50 ,. 1 ". 6_2G Pair 1 i 4 -3C I t -3C. /�'I 1 1 1 P•.tr :c Signs' Controller .1911..151111•.e, D2 .85 Optic.w'D Pease 8 Pr B 0 5 Lel WB_ Phase 2 PPD r 6 501.0 t.r Heat 023 sus 022 is i rn:nal boa . SP ll• Y 89 BD w R' 6- T wB� 28 02 1�I- 1 =IHIN� NN re O re 11 J 'J/ P4 ) -5C rei 2 -5 • 6 -5C 1 -3C 21.11. 1-26 - 5 -SC 1 -3C 5.11. I -•2C •-55 1-3 :Said 1 -2C J§iit�'4 V'iafis•IT1`•:yiteJ .It;�S .•1%r �''r lwlr?.M+'1 R'Y, 47 Optic.. D aD vIn \y mlo n 3 a es l IL I -5C Fri -010 Dap. 23 02 EEO 22 T T I NINININIrJ 'aura our 1 1 1 t o 3Ce- o 02 LOPS �ECORSTIZUCT n L 11 0 CIref B-+ 1 J8E9 W6� 2 Gale. Pair' I8 6 6--w- qi-6 yw6- 964 t1--. IL ,T J I L 62 1- 3 C SalL 1 -2C 2 -=8 2 -2C S,JI. • 1 I I (n „t`Fir,a • 1• 1 • , 04010010 01/ 101- n•10 ' ns- 4<5C 1 -2C 2 1 3 -5C 1 -2C 1 -5C 1 -25 I -5C 02.05. iN,,we awn I N,IVINIWI nhtJIN ' u. ol,o, �, ui v, ae 11 11 1 1 i 1! 01- o 51 Os NB Te}96 3-x8 A41611.-9 - sq� 621.9 JI I -5C ( I- 3C SYL #-467 11. C R -0-48 7 `-126-167., 71 87 7 - 1 -356 C Said 1 -26 2 Se1e.Pair 2 -. 8 2 -2C 58tL� - w-r6-,71 6 -P R •T? �Y 17 6 3-• 7 '-c---48•7;!-r. G -78 676 1 -8C 1 -5C I- 3CSYt. -R8 676 ISP �- 6 679. SP L g1 L 3 Liam 8.3 Elj PI 377 1 772 22 ©2I 51 61 B2 8, C2 IL62J .72 07 Plus/ 1 PPB 0 1 ' 4 01.1 I N 3 I-0 C3 )J la) 1-86 2 -5C 1- 3CS1Je I' -26281. SR 181 I12 3J IL22) L® L® L' 13 L E 8.21 L � IL5sJ 4 Salt. Pair./ P3 Pau. 8 7- 5 7frri8 -1 ppar4 C! (786 tyJ 88 Pe 6S 66 4- 5C. 1 -3C SUP 2 -2C 5814 7 SUS. Pair` 1 4 -SC I -36 2 -2C 2 -55 • , 1- 355►Id 1! 1 T. r 0 o Inlylnii (m,c• Iulv,l °i�l�1 co co `t-'� - i'•-7 -T P).se 6 PPbr 3 FORM 221 -011 H GHtIVAY DW` IS1 . Add t t ed I -SC 1 -3C Saa1 21-1e92,- _, R_ HY -1633; I Y� r- G -4FB <o-LJ G 1-- W8i6e5; L;SP, ar PS Frew rI� Inn Optie•• Duct.. 09 I -56 81 03 2 -5: 1 -35 Sale. -' 2 - .0' 10 Cop 77.1".11 D .® /- 2 -55 roo Sion � Ise Basso, 61 t �d 6. is Tenace130 1 -SC 1 . II 01 29 a2 -4 1 ylo ►tIC 1 1 1 TJ)J) 1 -56 I�slola_ C 111011•9t5115 LEGEND B - Black 9 - Waite R - RrI Y - 8.11.• G we - whitt wit% Week ,trio. Y8 - Y•11•. •i0 811,1 strips GB - Gr... •111 Watt •trips RO - qN alto Houk :tripe T.D. - Ter"iea! Bea -7 I -3C / 10 WI Pair - C..■•• R - Rs/ h•11. Y 7•11.• 1111 -t Y•L•• err.. G - Gomez 1,11 -G - Cree• arrow Sp - Sarre H - !teal Y- Dulls We Pr. - Skitle•d pair 7-1 -35 if 6 5 1.11 Pe it a T L L23 820 e 2�we- 22 LL22 ,823f -WB- I 823 -We- 951 -W-- L51 I -BC 9 -56 1 - 3C I -2C 12 Sem. Pair -08 2 -36 SfJI 3 -2C wag BI 4 86 Optic.. 0 ,tea x-4587 61 R ®6 '�,�: cl�t,J� 9 woo novo 3� • P2 2 Shed. Pair 3 1 3 1 2 -r• r r,l • a�olo.vl T. Samna Colan1 4-5C 1 -35 Sall 2 -2C S:44 9 Sold pr - 2 - :D . A7d4 J.SMd Pair_ -_ -1 -BC 13 -5C _ 1 -35 1 -2C 21 Salt oak 3 -35 284 5 -25 Still &Art i Shed Pair ' - -3 -56 I -36 5)18 1- 255414 P1 ., 6 1 ,Ad . d t .- PPS sr 2 16 -5C I -36 I -2C 2 I Said Pr 4 -3C Sale 6 -2C SNP 852 929 e- 2q�`•"'�al 1 -3c 3 Sass Pair 2. 3- 4. 2S CONTROLLER TERMINAL STRIP oo- Spars Tr l\ MODIFIED TRAFFIC SIGNAL WIRING DIAGRAM NO EXCEPTION TAKEN II MAKE CORRECTION NOTED C, REJECTED D P.EVIS: AND RESUBMIT 18. SUBMIT SPECIFIED ITEM 0 Review is only for conformance with the general concept of the project ano does not extend to detailed compliance with current State standards or to any ether obligation of the designer. Any action shown is subject to the requirements of the State Design Manual, Standard Plans, and Standard Specifications. Designer is responsible for the overall project design and the propriety and adequacy of the plans, specifications, and estimates. con- sistent with current State standaids. This review is undertaken solely tc sat sly engineer's obligations and does not te!ieve the designer of his obliga- tion to assure a design in strict compliance with State standards, nor shall such review give rise to any right of action or suit in favor of designer, or third parties, against the state. DATE '•' Washington State Dep1mGWi: & Trrsporor Nisi 2 Pet H.ett 26,29 Pule 6 Pet Hula 68,69 Pan. 5 Pea Hetet 68,e9 Pia se 2 PPS s 1,6 Pass. 6 PPB or 2.3 C r: : :x- H 1722L- P. ut 23`-c S.172 71..---Y 3P 172 S,'-w r Cf751• -Ir H (752 =R 1 ur;G sp176< r 551765: .Y8 C 78si -w H 782 -R wires-0 SP TIEIP- Y ss e' -w9 f c 7261 =w 1 Dee172i we / C 1765 - W D.1. 7671 WE ?nab. e t re�_w Pp., -a- .5 { Detf78 :JW.B r�78- 861 L arx611612 �L•<s =' 1118110 WB w 862 9! 1820�N �„,B LarrO1 :I ILaepa231821 x8 w�e64' 'a22rq - - --+ Uq•w re Lset =22•- we -1865 I ra23r•WB {D661L••}r 11• 82 re67 .;qa • Hae ne6;�+8,1 4866iL r66 �..:ILarr =2c X26 we B69s �- B27.w6 11 ICS t -ups. 63 I- ILm= 2518tB 9 w9 ---- -y 87 N1e<ts72 iCP.n1- 26o-W 67zt 'tt ozl� WB - -- t7-I673� - 1 022 -w�- •. ,e a Layr71 W _..J rte_ -w• j.!! -' t....ea2 ��-..-p_-2^-,. z: -w-- r- Y•'-16f 331L..r.t8 m1. ILe,t9 �Q2- 6'J"w--'� •'W 5841 .., p027t-w8� 8531L.,razlIL..,.s1t St wH. . 9545... na.1 d52i-tr8 1 IIPAETITt [R-5.2 P140 2+5 Optic.. L_70,:t 5:.:1). PIII clo 1 Optic.* WO 505 wEl Cka•peabl* el Sipe 09 510 511 C aRy6:9-11ui...,.71_,:i9:1 _53 W=66661:218 CR SP di,..459I nes* 0 OPliCol P";1:1.1". testittle Heeds - 6 -11511-.. 0625 z SP R-1652 71 var Phase 5 Tahiti, Rues .213,1215 SP 6-4664 G 1,62 tit Gy Roo 4:1 666 ;7 627 RG Gr:7: 196 777 543 T Pia., 7 Ysliicle •1043/ v; 666 288 321 ▪ Ps. void. H0.61 w9 685SP '08 SSG G- TRAFFIC SIGNAL SR 181 MP 1 1.4 TO MP 1 1.5 S 158TH ST _TO 425 FT SOUTH KING COUNTY MODIFIED TRAFFIC SIGNAL" WIRING DIAGRAM 1 i 11 x11 1 1x.1,11 1 8..111111 11 111111 +., 11 111111r 0 '6YHSINCH 1 2 hI 1111111111111 1 ' 11 I I'f J'I 11111 1,1 III 1 (•1111 I. 111 I I I I! I I 4 5 6 7 NOTE: If the microfilmed document is less clear notice, it is due to the quality of the vriginal U€ 6Z BC LZ 9Z SZ 122 £Z ZZ tZ OZ 6t 8t Lt 01 01 Cl I . I . . . . 1 . . . . : . : 1 . . : 1 . . . HAW It 11 1 1 I r ... 1 I i 1 I I I 1 I 1 I 1 1[111 1 I 8 than this document. II11- IIIIIIIIIIIIIIIII.I I 1 1111`11 III1I 1 O 11 MADE NoERMAtn 12 s £ Z t wraO 111111111 111i111111111111111111111IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1 ., ✓ :'.;�•r1.... A'.<•�1">.. _, :r'�Jh r.F �'.I',... :�,,..... .4 ,. hv`/dM;s.,. �:. ..r.r. ,.- Fi No °N STATE FED. AID PROJ. NO. t, i"ro st° e`is WASH DRAWN 10 CHECKED -111 III • BY APP'D JOB NUMBER CONTRACT NO. PROD ENGRe DJST• :ADM.. -J DATE - REVISION . - FORM 221 -011 H GHtIVAY DW` IS1 . Add t t ed I -SC 1 -3C Saa1 21-1e92,- _, R_ HY -1633; I Y� r- G -4FB <o-LJ G 1-- W8i6e5; L;SP, ar PS Frew rI� Inn Optie•• Duct.. 09 I -56 81 03 2 -5: 1 -35 Sale. -' 2 - .0' 10 Cop 77.1".11 D .® /- 2 -55 roo Sion � Ise Basso, 61 t �d 6. is Tenace130 1 -SC 1 . II 01 29 a2 -4 1 ylo ►tIC 1 1 1 TJ)J) 1 -56 I�slola_ C 111011•9t5115 LEGEND B - Black 9 - Waite R - RrI Y - 8.11.• G we - whitt wit% Week ,trio. Y8 - Y•11•. •i0 811,1 strips GB - Gr... •111 Watt •trips RO - qN alto Houk :tripe T.D. - Ter"iea! Bea -7 I -3C / 10 WI Pair - C..■•• R - Rs/ h•11. Y 7•11.• 1111 -t Y•L•• err.. G - Gomez 1,11 -G - Cree• arrow Sp - Sarre H - !teal Y- Dulls We Pr. - Skitle•d pair 7-1 -35 if 6 5 1.11 Pe it a T L L23 820 e 2�we- 22 LL22 ,823f -WB- I 823 -We- 951 -W-- L51 I -BC 9 -56 1 - 3C I -2C 12 Sem. Pair -08 2 -36 SfJI 3 -2C wag BI 4 86 Optic.. 0 ,tea x-4587 61 R ®6 '�,�: cl�t,J� 9 woo novo 3� • P2 2 Shed. Pair 3 1 3 1 2 -r• r r,l • a�olo.vl T. Samna Colan1 4-5C 1 -35 Sall 2 -2C S:44 9 Sold pr - 2 - :D . A7d4 J.SMd Pair_ -_ -1 -BC 13 -5C _ 1 -35 1 -2C 21 Salt oak 3 -35 284 5 -25 Still &Art i Shed Pair ' - -3 -56 I -36 5)18 1- 255414 P1 ., 6 1 ,Ad . d t .- PPS sr 2 16 -5C I -36 I -2C 2 I Said Pr 4 -3C Sale 6 -2C SNP 852 929 e- 2q�`•"'�al 1 -3c 3 Sass Pair 2. 3- 4. 2S CONTROLLER TERMINAL STRIP oo- Spars Tr l\ MODIFIED TRAFFIC SIGNAL WIRING DIAGRAM NO EXCEPTION TAKEN II MAKE CORRECTION NOTED C, REJECTED D P.EVIS: AND RESUBMIT 18. SUBMIT SPECIFIED ITEM 0 Review is only for conformance with the general concept of the project ano does not extend to detailed compliance with current State standards or to any ether obligation of the designer. Any action shown is subject to the requirements of the State Design Manual, Standard Plans, and Standard Specifications. Designer is responsible for the overall project design and the propriety and adequacy of the plans, specifications, and estimates. con- sistent with current State standaids. This review is undertaken solely tc sat sly engineer's obligations and does not te!ieve the designer of his obliga- tion to assure a design in strict compliance with State standards, nor shall such review give rise to any right of action or suit in favor of designer, or third parties, against the state. DATE '•' Washington State Dep1mGWi: & Trrsporor Nisi 2 Pet H.ett 26,29 Pule 6 Pet Hula 68,69 Pan. 5 Pea Hetet 68,e9 Pia se 2 PPS s 1,6 Pass. 6 PPB or 2.3 C r: : :x- H 1722L- P. ut 23`-c S.172 71..---Y 3P 172 S,'-w r Cf751• -Ir H (752 =R 1 ur;G sp176< r 551765: .Y8 C 78si -w H 782 -R wires-0 SP TIEIP- Y ss e' -w9 f c 7261 =w 1 Dee172i we / C 1765 - W D.1. 7671 WE ?nab. e t re�_w Pp., -a- .5 { Detf78 :JW.B r�78- 861 L arx611612 �L•<s =' 1118110 WB w 862 9! 1820�N �„,B LarrO1 :I ILaepa231821 x8 w�e64' 'a22rq - - --+ Uq•w re Lset =22•- we -1865 I ra23r•WB {D661L••}r 11• 82 re67 .;qa • Hae ne6;�+8,1 4866iL r66 �..:ILarr =2c X26 we B69s �- B27.w6 11 ICS t -ups. 63 I- ILm= 2518tB 9 w9 ---- -y 87 N1e<ts72 iCP.n1- 26o-W 67zt 'tt ozl� WB - -- t7-I673� - 1 022 -w�- •. ,e a Layr71 W _..J rte_ -w• j.!! -' t....ea2 ��-..-p_-2^-,. z: -w-- r- Y•'-16f 331L..r.t8 m1. ILe,t9 �Q2- 6'J"w--'� •'W 5841 .., p027t-w8� 8531L.,razlIL..,.s1t St wH. . 9545... na.1 d52i-tr8 1 IIPAETITt [R-5.2 P140 2+5 Optic.. L_70,:t 5:.:1). PIII clo 1 Optic.* WO 505 wEl Cka•peabl* el Sipe 09 510 511 C aRy6:9-11ui...,.71_,:i9:1 _53 W=66661:218 CR SP di,..459I nes* 0 OPliCol P";1:1.1". testittle Heeds - 6 -11511-.. 0625 z SP R-1652 71 var Phase 5 Tahiti, Rues .213,1215 SP 6-4664 G 1,62 tit Gy Roo 4:1 666 ;7 627 RG Gr:7: 196 777 543 T Pia., 7 Ysliicle •1043/ v; 666 288 321 ▪ Ps. void. H0.61 w9 685SP '08 SSG G- TRAFFIC SIGNAL SR 181 MP 1 1.4 TO MP 1 1.5 S 158TH ST _TO 425 FT SOUTH KING COUNTY MODIFIED TRAFFIC SIGNAL" WIRING DIAGRAM 1 i 11 x11 1 1x.1,11 1 8..111111 11 111111 +., 11 111111r 0 '6YHSINCH 1 2 hI 1111111111111 1 ' 11 I I'f J'I 11111 1,1 III 1 (•1111 I. 111 I I I I! I I 4 5 6 7 NOTE: If the microfilmed document is less clear notice, it is due to the quality of the vriginal U€ 6Z BC LZ 9Z SZ 122 £Z ZZ tZ OZ 6t 8t Lt 01 01 Cl I . I . . . . 1 . . . . : . : 1 . . : 1 . . . HAW It 11 1 1 I r ... 1 I i 1 I I I 1 I 1 I 1 1[111 1 I 8 than this document. 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Works ' }. ` '' • ' ' 1 stabaiatiortk (APWA) t arnd,'the eorastpcti,on .standards and , i • '4' or i .?who t. ,. 3•14•• ■ ;1 • , ; • t' < ;. g . , fi rr . e } 00 1 aiiTi4-s#6li ?IoY 4-• ditsentatiori collection • tacit -Co, in sure that , • iment ;.laden waster `does not enter, the 'natierail • e •a ' d nage.; sgyntesasse ;oi on to adjacent propextY . • ' Them i' � Ina ._� t .ma.'. v�+�t`b+ei,.in .operatio1e prioi to 'clearing ani • ; o6Ytsia e'tfiction . '/ , • v' ti tibia/ : $e`•the responsibility of _'the Contrac or or • S boon rii ;tore to obtain street use and other re1 fed peireait . aass, might' be required prier to construction. ilor, 4 • "�. Al.�'earthwesk shall conform to the recomme dations ♦railaeable soils reports or as ' direct d.' Grading shall 'Juts/ site ' and :t S;' i11 'be'ad on' the ' p1 if.ftel< ,try i''ASTM Meth Intspesotion. . • Contractor .4' de' the clearing and grubbing of the designated . removal and disposal of all debr s .. , The site iteted by 'cutting .and filling to se grades .ehoen' The fill material:ahall be co panted in 12 ", sent, of the maximum density' s determined by D 1667, • unless otherwise direr ed by the Owner. 4 • t and Ytesting shall be the raapon ibil ity of the • `• `•6, • .''.AppprOxinoate locution's of exacting u ilities have been • •'• obta hed'`from &v liable records and a:e 'shown for '• ,,,^ con inenew..•:�i;The \Contractor .ssha31 be ar sponsible for' the • ; vial ioatlion of 1 ationa shown • and f o discovery of polled loll r additional\' utt1ities not ` shown, so as to avoid . ••'de ages; send. diaturbafnces -Call locator before digging. • ',:...1,.‘,...-;''-!.` . S ,.r ,•,, ... 1• • i.•t 1 ' ' Storm ,drafts 'pip shell be oonc ete , rubber- gasketed ASTM is �r '/' 14t-:C 'tor AST C-'!8- 1 (minimum co er of ,2' feet) or 16' gage • 'tt lvesnt fed 'steel ((bin meet cover 1, Cot) ,:: or .16 .gage! aluminum . , heti.oaa1. ceosriiis ited atet'stal pipe wit ' watertight connecting . ,• ' `. badda';(keihimuie .. tover '1 oot) • St el shall be galvanitred and r.1 tri►l►tthekuti• 1 coated:; On y metal ipe •sha►11 be' used under .:; ,L': prttatks.>�d ,tar an'when zsecie ifg mi mum , cover j , ems:: .r•,ra t'r?� V t"• n psi;. c a A.' i,P t'L o *tc.Ai� .T ;'. The'. storindr &Lfage co trol ' r V1'irp 'ZI•.arltole`'s.bsain; modif ed "�: her;.caiteil alai/ balsa ail be h011 •heYe APWA Otandard' in ' s..,: Unl a °8,'otherisis �' called. for; 4 c ' 8. . • Water pipe shall be .du .,•• •'' Class 62 cement -lined and a1 1 • ,USA fitiandard;A- 21•.61 (AWWA- C -1 s _ttarcturr' shall . be a • 48 inch , s hown ' •ixe ' thes plan details'. A`. Type' 1.• ' All catch basins frame ;&. grate or solid lid n the •. plans . . ,x Sanitary :hewer pipe hell ;1 'ASTM D3033 .0r D3034. ; re''''' '41.1'1.0' b .‘t. /' •••••• , ` ti ' . ii P , ,a, ci.i y,• i j .t , • i L1.': •t " t i' . ' J ` N . 1,,, , t•;• ....4.•4 tit Lt..• ' t t � • I' :� �I�t "1 •', 'I ‘..+•. i,..,..„...,.. t,r .).,,„)..c..,,•• T, , c•,, .P • ,. !;•,• 44..14 I . t . , R • ' �' o`a M i. t• • • v1 9r`tr'f • e t ?i, {J je jli.'''l Y • • •)5` 1A • • r 1 d .. •• 4 V • 4 ,' t,• l ' f. ti 1•a. gi r', 1,.� 4 • •' ' ,. .. 14. / • *4 • Y•t •, ) A • ' lr• Ic 't 44.1 1 i i r ' Y , t bti . )f ;- . tt.irAf y. • 1 fill4t �' t 4•. ,,..„.. S i„,,,, ,,,,'' ^'.. .' f, �. ♦ s,' , •, ° •. r y , •`r1•' ; :c t. • ,• •, • i • " • • W A�.•41- '0,(11". 12 .p .fin t!• C-c) t•.P • '&t v /•.+ • t 1... • 4444;. •• . • • ti• Ct• G.r c'gut- -tM;,' . ^y-f iV'• 1••• ••• -!w ••4e •* •'a4h•f. 'Y•• r' ••i •a• - • -•. • .• •, t a•'� r•• - t,. • r ',.., .Deis'i�na`~.obds'tsre fors•the'.eetual�'dead,,,,loads and, U82o,`v,e. e1e. °.t'•t( ,i , ,�r t ,•;1 4444 T, i .;. ' t /;,i isle • ," ? •t" \ k ,1'• " It•+ •1 ''• `„< '•'`/ �= 1. Al i, 1 T ,1 :, ' t • • '', ;•,Conittruction "'shouldIbis An' accordance •with vac equirements•.: 1 " •. td n 1' de • inbpection'.pert„ UDC JBgo# ;806;•(, )' '''',••%•, # . • �• • .';;.i.;. ; � • +''�.,......4 • 4 \ ,`;t1;,+ a 7, '�: , t ;� �� •v .1' )`. 'T►' ;+ t t 'w� ♦ 'i�'• •t' � ° I .t' +•. � `. ' , $ ,.' prl. ;to''•exce,vation'16.t - sha11'• -,bq ;.b� fCoptraotora ';••..' •:.'4, c,,, ��'�) , C7,, i t ,1 '.: <<'''`;,r'eonsib�i1ity• to determine`•if spy,: underground .utL1tt'ies •, •, • 1 'the area. +. •, • • A .1 :( ..•'.k ♦.4'_ ,• N,. ,• ; '...,:r. .l t 't •� i•',.t••j' I1,`'y',f,`a •• },,. • ,,i; r t: 1r 11.• 'Qi i•p r , r 4L''1 f,, ` I f} • 4444 4444 �', '0 �: • ,fr,,'Foundation\ a ccavati,on' shall ,extend''•iAto 'undesturbea''soil'. : ';' • 1 1 "'BhouLd filling •.Occur' it U 1,1',be place,. tQi; 9154.,, pompactiona-.e. • , •'''? • •; 3'• l • r, r,. •f ,• • r,. ,,,''r•' • 'e,2t' ;ak • '_ •t' 4i„ • s ' >. •, ' p •r` ;,Back fi:llAngt 'at' the walls: shall 'te,. aocompa.ais►hed 'usin ,`a •frxeel. : ;draining• .material : 'A•'subdrainishould •' „be• installed to�••arty. •:., ▪ ‘. I away ,any, water • which ,. might';accumulaitei'i,n'•:the� ba_ckfill +`.° I. • t ' ti ' !r I' • t .t• .•' •`,• • , :i .1., •.4 ,,t '.t•• i. % -1 w1 \ •' '•' .,•• • • .d .Conckete' construc,tiorr' sh 11,.:6e `ihapogted and 'tested ' ; PThe' - ,I;i 00n9r'R±e .;shalll, attairr'.a minimum 8".4ay, strengt a�of fc':' :3OCU�• `.. ` ''' • ;:psi., t” iny• use of add mixtyl-ee •" shall.i•�haye'; Ovine; approval•, ';t, • ` . ' •, iteinforcing''steel • sha11�`confarm to'' 611.h A- 615 -68 `Grade'•60., ,: . ;' • • .' ,'' Lap!..spl.ice.s shall'' be ,'a` roinlmwn. cif. %,30 'bar diameters.':' All.se Y'i 1.....• .* ; 'hor sontla�.t'•'reinforc3.ng . bars. :in walls'•'ishal1 be,•lappadl arourid • , ; . �r';� be arprnera. The rginfo4cing .shall'.: b®' protectedtby`,minirqum •`;� , :t '.4. rcQo//v��er as • detailed . on the, plans, .or .,When :net detailed 'pis; rr ; • '. 1.+ t'UBtJ• rr 11.1 -� . .. i ,.� • ) ♦r1' , • i'' •) t'1•t,.•Y • •r••!• `. • '. 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THE, I RR i &AT I O ICI SYSTEM 16 I.JC71" A PART OF TH 15 OgAwIN &, eEE LANDSCAPE ARCHITECT'S DRd►WINe5. 4, 'WATERLINES, VALVE-61 HYDRANTS, 4 ThRUSTBLOCI<S €HALL 13E. PER CITY OP TUKWILA PUISLJC WORKS WATER, CONSTR,UCTKJN 4 DEVELOPMENT STANOARD5 oxreo -711 /aG . 5. 5ANrIARY FEWER LINE. - CONSTRUCT IN ACCORDANCE WITH CITY OF TUKWiLA PUBLIC WORKS SEweR CoN5TRUC.TION DEVELOPMENT STANDARD DATED II/22 /FIB • 6. STORM sew-es LINES - Mi°.TEI IAL•S r eoNSTR.UCf'ION SHALL 5E IN ACCo PANCE WITH THe AMERICAN PUBLIC V1.' RKS ASSOCIATION (APWA /WSta0T)SPECIFIc.AT1ON5 C11-'I'cgTUKWILA �sAULT WITH DOUBLE DETECTOR. CHECK VALVE, POST . INDICATOR VALVE AND A BYPASS COMPOUND METER HYDRANTS 51-1ALL 5E MUELLER MODEL, NUM 5Et A- 2.4415 OR A• a IS, Utz EQUAL/ 5E e r Aw Nei AO.OI FOR. ICING LOT' OlMMNSIONS AND LOCATION. ca. No 10 -fog. 2L35 IE I& O CrYPE 1 -e) CE Ni c7 4 (TYPE I c " T06 22,2 IE 19. 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MADE IN GERMANY 0 08 67, se LZ 92 sZ i;Z CZ zZ LZ 0? 6t st LA It 5L *!t CL zi LL OL 6 9 L 9 s C z t w' 0 �11I111IIIh!II!.IH {!!!!!!!!! !!ail!!!! {i!!Iln!I !nlI!ii1 {!I!► !!!!{!!!! 11! 11 {1(!!I!!!! {!!!!li11I�!!!!I!1s!{ 111111! 11lnnInll{ Iin�nl�i► n111I !; {!!1111nI {1InII1II {nI!�!!!!{ 11111!!!! {! !! IInI�IIU11I11{ 1nIII !11 {1lrinn {•I1I�!!Il�nnlnll {1111111!1 {IIIIhI1I {111111111 {11I11n1I {1II11!III{ *J• r .:•T:'„.k,K;.t .: {. °t..YS`.$?i.:.. a`?:,? , ....irr , , _�s. -ac: i.;'- �::+,'4`nh:.v - *..•.?D`�.'v44t+�.`t-F.• <'`_ } :,, .,i�3k'4�!.'�'..�:ir.?�l7CtJ�' 3M 1 Q , 31 IVA IS3M L LONGACRES WAY 01:101Miatonotoommosmormommelaula - NOTF.1 ALL SIDEWALKS TO BE 4- THICK W/ 6x6-10(10 WWF IN CENTER, CONSTRUCTION ,KNNTS 70 BE 0 5-0' O.C. MAX. AND EXPANSION JOINTS 10 BE 20.-0" O.C. .->CCONCRETE APRON -cr 70...610 11.. S,...94 ROLLED CONC. CURB • TiCKET - BOOM -4.,==.,.371 040 -k 7. In; BOLLARDS • 4-0. 0.C. 1 11 503-0.0' \r-2 t.9 IT 4.278" ID tn w II ) PLrT LI:TIMNRG yF DrPARcALKING Lai a: POLE wOUNTED LIGHTING / SEE E ECTRICAL -iz 126.-0'1 1.1.-0 1 I 1 t 1 I I 1 1 I 1 1 1 1 I I i 1 I I 1 1 1 1 I I I 1 1 I I 111 1 1 I I il I i I I i I I I • I I 32.-0.0" att._ 25•-0.0• .8 •-4.757• R 5-0 R 25 -0 0" ii.±.• _ 32 --.° ID' 'nt[ ( i- -1 0*-0 TICKET MACHINE -41 17• . o.o.' 11 CO R T ID 0 ID ID ID 04 CiRASSCRETE 80 x 36" MGH DELIOUNTABLE BOLLARDS W/ LOCK ROLLFD COC. CURB 4.-tr 1 s8* 39' 45" rE 3 1 ENTRY GATES,' 12 HANDICAP SPACES 0 8.-6" EA. WI ACCESS AISLES 0 4.-0" EA. 4 REGULAR SPACES 6-0.01R - 0" INTERLOCKING SUP RESIST. CONC. PAVERS FliLL WIDTH OF EASEMENT ! I 14R-') \.„6 CONClic._TE t. VADTH or-O-RIVt APRON g. c'. LNEW -- STA151+46.0 0 cs, 1.___________ /._.111----L..-.:.--=-....-=----,---,....-,...-..- --i r.. ei 6- 49' R _ - - b 63:6.968" R "4 - gt-t? /..I.,....-----„,,,,---...\ ■ r - - Ds 11 _. /( ( 71:: il 1 ) -,;:,, ---r-------------A _....././ f , , ---- ---i--? 1 K.---- 1 \ "al II 1 Li _ 7.471 C> •:03 II I I; ! 3 . Lai (> to I I t 3 _____ _ -col > 01 C• , It all I a f' V) i IsJ 0 I 1./) I 25...4). iiiiI I --iri-::97---0.--0:--40-1-16.----0.---0---- 9.8:3'Ll'71'125.2\0\."P-8141111 c)- (."1 o.-. if:1 ( ''&1 \ 11 La.1 . I 0. I In ; - \f-j-"-S",:•7NC---;-"\ I 1 1 I i i „_.(7, i____ t ; 1 • I 1 I "1 ii r- - ------ -----,, ,...„,......_„_. ........, .._ , .......... \ .1 ! 11 - rrri Pi fTEI,FunorprY4EA.116CESItmONrr4ERLY -cintOpitlEA SUMAND naCTATLO --I-- -411' 7,, ...•1 , f,-:! i, o AT THE PILE OF SUBRISSICN OF PLANS FOR FUIURE APPROVALS ',IA TUKIKLA PUBUC WORKS DEPARMPT Q o: . ! lir 1--I- %, I •-!.- \I IT' If 3 .1 DEVELOPMENTS/REDEALOPMENTS TO THE SOUTH Of c..1 a 15801 STREET tiFF.7.TINC is ACCFSS. , 1 1 c.., o tn1 cii I i La • 0 I Ili 1 il'‘ .2 (6---T-e----2.:17.-----T---/)L. t-,..-_,..-_,_-_=-_-___--- ; / i .-1:- (C._ --..„-- _---,___):-.„.,. --Ns\ ,,....-.,„ c, .... _..._ / ..._ It:, ...., ''',....._„...H..„.,... --__,_ (...,, -rc, 11, 1 7 ,....▪ .., .,:,. ,...; ...: ' L..; 11. __. _______ / / I < / --------ii 1 ( (- 1,,, 21 ? 01 , 1' 1 ''' 1 61.0 Ln a ! -I ill _il 1 1 ,tvi II 1 0 v, -, 11 --iii -I i 4- .____________ __ LI \--s, \--Is' ----N. 56.-10.875' 0,3 3-10.709' 111-4.84' 1 1 1 I I I I I I I Cdta.1 0 5 i 1.,.1 1 1 t _______ 1-I 11 (\i---_,...-_-____,---.._ji ! ' ; ::::3. ------' c. (`-t) I I /) ‘ u.-). ___4zgrj? ____, POLE MOUNTED PARKING , IN ,/ i \ LOT LIGHTING TWCAL I --, - ---- _ li c i,' 1 i \ 0, 1 i I ■ i 11 a ' --1121N. 1 1 m 1 01-i II -4! .. Ln 0_, 0 La i vir (...). DOCK/ COMPACTOR "3 .0" 25'-0" ;101 "11 ) 3'-10.485" R ;. 1 1 DOSING UNDERMOUND VAUtT-WRIFY LOCATION 53-0 0 R \F-1 FLAGPOLES SEE 11/A5.0 r$1 -11 O 1 .3I-6 145. R 3 I- ROLLED CONC. CURH CONCRETE °WIDTH R f------ SEE ENLARGED PLAN SHT. A5.10 \d 1■1•1101.0M141,9116.11•AMINIDIAII■Lad.11.04,11.11MMOOMIERIMIP QI.ONEIR 7.••••-----„,...„...---------.„..7"------\„----...,..„...-___,N7.-----...\/„... ...., _ \,-* -----`\_, C...\ NOTF.! ALL CURBS, GUTERS, SIDEWALKS, DRIVEWAY APRONS, ETC. IN PROJECT ) TO COMPLY WITH CITY OF TUKWILA STANDARDS. -----"\--,__ -.^... .A....__."--_-/\,___,/■____/---/`-.--1\--) SITE PLAN SCALE: 1 = ' • , .15m1ellonolfroloommommrdlielaillelllinr . erf-77, „ II/111111H' 111111 1111 1111 1111/11111/11 11111111PP' I IT' 11 1111 11 II 111111111111111111 0 Its THS INCJI 2 yr ,1 4 5 6 7 8 9 10 11 44m04""wn 12 NOTE: If the microfilmed document is less clear than this notice, is due to the quality of the original document. • • • • • . . . 0 e 6Z 134 L.Z 9Z SZ CZ ZZ LZ 0? 6L el LL 91 SL tiL CL 9L LI. 0, 6 e 9 S C o - . 1R,.4 MARY SITE SUMMARY GROSS SITE AREA NET COVERAGES HOTEL RIVES, PATIO & WAU<S MECHANICAL COURT & DOCK HOTEL SUMMARY GROUND IF,VEL 1 FLOOR (2) 6 FLOORS (3-8) TOTAL GRA/WEST ROOM (238) AREA PARKING CALCULAI1ONS NOM. PARKING GENERATOR GROUND FLOOR RESTAURANT LOUNGE MEETING ROOMS BOARD ROOMS CONFERENCE ROOMS GUEST ROOMS (23) GROSS TOTAL/ZONING (X1DE: 27% ALLOWED REDUCTION NET PARKING REQUIRED ACTUAL TOTAL PARKING PROVIDED REGULAR SPACES COMPACT SPACES HANDICAP SPACES , /r / NET AREA %OFGROSSS.F. 223,321.38 s.f. 100% 36,139.36 s..f. 1253829.88 s.f. 3,030.10 s.f. 58,322.04 s.f. 36139.36 s.f. 23199.16 s.f. 132,633.96 s.f. 191,972.48 s.f. 806.61 s.f. 16% 56% 2% 26% BUILDING CODE ZONING CODE OCCUPANCY RATE PARKING RATE 1 PERSON/15 s.f. 1 PERSON/15 s.f. 1 PERSON/15 s.f. 1 PERSON/15 s.t. SPACE/100 GROSS O. 1 SPACE/4 PERSONS 1 SPACE/4 PERSONS 1 SPACE/4 PERSONS 1 SPACE/1 PERSONS SPACE/ROOM REQUIRED NET PARKING BY TYPE PARKNG/AREA QUANTITY X OF TOTAL 24 18 48 14 22 238 •■••■■••••••■••■••••■.. 364 98 ________ 2 266 67 ----.----------1007.--N) 178 67% is\ \„_....\ 77 29% ----% 12 ----A \--___-"---„---/\---1 - 4 ", 20ME5TIC. WATER. ME.T tk PROPEZTY LINE - - MAUL`» SEE._ NOTE :_, EXIST IO'' TEE -- toll \N (\N E St V 4-40 41 30 - OEbUCT (IRR. &ATIgNQTWGR - - _= ✓� pkivArE SErya VAST 1 2.1 EXIST. HYD ▪ c'J it -4, (;% 1 1/i- -- Nr aSEA RA �: `L e0 ;Of; 2 , li 41,30"W 4 - -18 - - - - -- PROPER TY LU.JE •1• t a¢1I la' LL1 ■......f i °O i tH 1 1E 19.65/ as CI3 No tO -- To& 21.35 IE 18,GO CtYPE I -C) i GATE VALVE. 1 GE3 No 4 t TYPE HC TOG 22,2 •IE •19.5 (IN) 19.3 OUT) IE20,23- -_ -- RE> ?DRA1 !•; :6I,RD.. - 1n tr N IE 20.42 -- 6'° RD AREA Di2AIN TO( 21.0 J \ ='SEE DWG CD-1 FOR PIPE :SIZE CB No 2 (TYPE II -c) . VOB 21.10 IE 1G.22(12 " IN) 1'E I6.02(1Z"OUT) ►E 16.3D.(611 IN) PLAN 0 n "4 uN co (f). CITEL STIRUCTURE GREA '3E TRAP (SEES :M G1-1) ,. CB No 1. TYPE 11 -0 --.406101111711011101111 +� Tab 21,10 1E 15.22(12111N) 1 E 1ra.Q2(I2" OUT) �_1Et5 4 (61" rN) -___ :S E E ail CB No 9 (Tyf3E TOG, 21.00 I E I7,S8 ON) IF 17,38 (OUT) jI /-IE 20.13 ivlH No 2 TYPE III - 4E To&2O.( 4 I6.3G (N E o,-1.6 P E i 0.00 RELOCATED Ex I5T HYD ROCKERY- -11 E Xf ST 6 RA P E ELEV A-A EX' S`t 12" J D LINE- 5S MH LID 1764 i -.- C3 No iI CrYPE I -C) TOG 17,80 j,*-: "'.1e. 511- :g...113:11. ((ONL.)) T ) � t2TEKiBT 4NNE_CI- _TO,PROPOSED LID MH 11 EXIST 55 M.H. !. E. 7. GS (CUT) t5y SU Kv/ ..y (oc1 �� •) RIM EL 19,10 NEW RIM EL TO MAT6H PINISH (aR'ADE F-=- -E Y ISpnT. 15' UTILITY EASEMENT -be NO, 8 (TYPE `COG 21,2. IE 15,19 .(It) .IE .15.00TCO 0T) GE) Not. ( ? 2 1.. 11 iT 1 1750 ( S„0U -[ ) TYPE IC SITE PLAN - UTILITIES SO \_r01 P .QF' ID NOTE 2) 1. L Q0,G5 .NOTE I. - PROPEEtrY LINE: Cto No `7 (TYPE. 1-c TO6 20.0 I E - EXiST a5 MH TOP OP LID et._ i7.4o VERT DATUM:: 1529 I,,IGVG NOTES 1,. EXIST 5' INSIDE. DIA PRECAST CONICRUTE MANHOLE, 2. THE EXIST E' 1 D PRE (-AST MANHOLI- HAS AN S" THICK CONC. TOP SLAP,. PROVIDE NSW 3" TI- IIC.K, TOP SLAM WITH NECNAH R -1792 GL. FRAME AND COMPANION SOLID LID. 3. THE. IRRIC.ATION WATER SYSTElA !S Warr A PART OF THIS DRAwINC7, SEE LANDSCAPE ARCHITECT'S DWINC. 4, WATERLINES, VALVES HYDRANTS , 4 THRUSTBLOCKS SHALL EE PER CITY OF TUKWILA PUBLIC WORKS WATER, GON6TRUr :TiON 4 DEVELOPMENT 'TANDARDS DATED '7/00 ' . 5.5ANI'TARY SEWER LiNE -- CONSTRUCT IN ACCORDANCE WITH CITY OF TUKWILA PUBLIC WORKS SEWER CONSTRUCTION f. DEVELOPMENT STANDARDS DATED 11/22/88. 6 , STORM SEWER LINES - MATERIALS 4 c- c7NSTRUCTION SHALL BE IN ACC oRD"NGE. WITH THE AMeRICAN PU ?L1C WORKS ASSoCIATlow (ApwA /wect,T)PEcl>=1cATIoN� CITE = ;rC1KwiLA STAN DP�P�'S �. CONGRETL VAULT WITH DOUBLE DETECTOR Crtl;Cl< VALVE POST INDICATOR OR VALVE AND A BYPA s5 COMPOUND METER &. HYDRANTS SHALL P E. MUELLER MODEL NUM 6ER A- 24015 OR. A -419, OR EQUAL, D. SE DgAw'NG, AO. 01 F v . FARKINC•a LOT r1) N IO JS AND LOcATIOW. ABBREVIATIONS C13 CMP CAA C�V HYD ID SD ee 511- TC w COAL A,A'HTO IE EL. %,:,W LEGEND b H MARK -- FROM 5UR' /EY ICY KENNE i H G: O'r LER. DATED APzL.. 1585, KOAA iEI :WMARK. D -408 ' 16 6. 6M�55 PISK SET VERTICALLY 14..b©UTH rAC . OF - COLU l N ` Or -140 5. OVER, ICI D -- O55I -N6.. QF 5 Ie51, ELEVATION " Z9.7 EXIST NEW n' 4- -55--. A -0.00 Pi. V, C.O. CATCH i AS I N CORRUGATED METAL PIPE. C7AG GATE VALVE HYDRANT' INSIDE DIAMETER, MANHOLE Rt:-X)F DRAIN SLOPE STORM DRAIN SANITARY SEWER STf'° E.L, TOIL OF GRATE- WATER. GAL.V .N I2E0 AMERICAN ASSOCIATION OF eTATa TRANSPORTATION OFFICiALS INVERT (ELEVATION )`I t - TM NT CONNEc..T1ck PRo FE RTY L.! N CONGKETE WALK H ISHWAY HYDRAE T CONCRETE PAVeD AREA CONCRETE CURB CATCH 1r3AS I N MANHOLE. C ATE. VALVE. (G, V.) WA °eR) DUCTILE IRON CLA5S 52 (T(P) SANITARY SEWil R STORM DRAIN PCOF DRAIN THRUST 'BLOCK PiNl5H SRADE ('ESP OF PAVING) 1 ALE . POST INDICATOR VALVE Olt/.WATER SEPARATOR (SEA S 2)� DV4 G,- . tLEANOUT . • _- ROPERTY OORH g. ; .'. PPE; TA 1OYA ..� A 12%1Z"-DRIVEWAY TYPE CATC IMSIN (Irx.I.I"GIWE 111'1111111'1' 11111'1111III1111'111111111lI1 t11r11111111111111I111IIl' 1111 11111111I111I111I111I111II111111I111I1111111I111I1111111111111I1111111111111111111 111 1111 111111I1111111111.1111111111�1. O i8THSUiCH 1 2 3 4 5 6 7 8 9 10 11 uLiF,QR 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the priginal document. Qc 6Z 8G L,Z 9Z SZ fiZ EZ ZZ LZ OZ 6l 8l L' l 91 b1 44 Cl ZL 11. Ql. 6 8 L. 9 S +, E Z L rvra l i ° (I!II!uil 11!1111!! inifnli !,i!�I!!!!tii!!li!i! li,!Inif illllll!1i1;�1i!li� �.!_!!i,ii! ►!i!1;!!!.i!i!li!!! illil!iIl iiulili�llinliiil nLilliil,!(i� 1�11lu!Ilnllli!J!IIIIi IIIIIIU! ( iii! IIIlIIIIiiIIIIiIIII�IIiIllili�ll .... :, . : , ...; . _ :: , .:. . -: ! ,�!�i,!! ►I.i.. ►1111 ►. Iii! i►► I. 1. Ii!, �! I ►!!,�!!!!li,!!i!! ►illil)�11111 ✓�F+s '1 Et 1 CO ,Eit CO y l- a IX a a z W -) 3 (J w 0 w a a t 4 4•.000 0 z w w 1 w ':� . -. r• /,a{. / a9�,.'.rt �.eli's.:. ,.. `i.i;.�}i"`' �.....1 _;� .,f'�,`.; �;�' ;-- 'li.;'!•..::. �..�>?'.! ?.,"iil .�+Fr : +'� , 72' 1 EXIST HYD. II E N C. NE\N CV: IJ • 1 • • I ' 1 - N. 22. .25 22.25 22 00 �-�. LONG ACRE WAY ,CB No 8 TYPE I -C TOG 20.7 E7.67 (SOUTH 1 58TH ST) CITY of Tu;KwILA PLAN R.4 20.95 E M ST SD M H - -_ -__ CB SHOWN ON DWG C -1 ---- --- FACE OF CURE) - CURB to GUTTEK SY OThERS CB NoT. TYPE I - C TOG 20.37 I E 16.90(IN) IE 16.70(oUT) 1- -- RK.INc_ LOT A- 5) _ / nl 7.2..15 2a. IS L 22.25 22.25 //// �it i 'i, ; / % /% , 1 1 r , 22.5 R ►pCG'� -- -- y - - r77 I n~r '9 '9 ✓%'9 22.25 % I%� 22.5 � I ___11,____.__.i..___ __._ LL.___.-._L_..... .Tl7�7'' %i /// %/7 ■ r `21.50 +_J" 22.15 22.15 if) RIDGE 22.25 OIL POLL1JTIO DEVICE, SEE C- 3 Dr PERM 1 =O� L.00AT ION -9 Q �j a N 1 J/4 rJ CONTZ.OL C-I 4. T Igo `83B AND DETAILri -- EMBASSY SUITES HOTEL T -r I Fir 1 1 II X2.00 20,95 RIDGE _7 22.25 - 24" SD (EXIST,) SEE EIQFILTRA1ION C.HANNEI_ SECT TI-41 DW.c - --, EDGE Or MOST. AC PAVM'T.: IF 15.0 IS 14 ■ ![ 21.50 i 2.25 SEE DWG C- I FOR DETAILS- - --- -- -- 22.25 22.25 , 2 2 -,r SEE A FLAN =0 AVE 12. D co 4;6 .5„/: CO►vc :rU;i<; C uTTER PEI 'V C>UT 'i �5TANDARD PLAN " 5TO PLAN F.- i (CEMEN=T GONc� • !"IRE) GUTTER ). la' 1:oNC SIDEw,LK PER OF TuKWILA 570 PLANS R4 4 Rlo (GUT TER LINE e EX!�T GRADS.), _ /i • PVC CULVERT I EXIST. Ca TOG 15.52 . � E 14.61 r,�7._ t I F 1.4%46 - ENTRANCE CONC. DVIEWAY PEP, STD PLAN 4/ RESERVED FOR OWNER OF PROPERTY TO SOUTH SEE ARCH PLAN.) FOR DETAILS EXIST.% 10G,15.68 AC 16.0 I le 14.0 itE -EXIST. CB GENERAL NOTES STORM SEWER LINES AND CATCHBASINS -MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE AMERICAN PUBLIC WORKS ASSrCIATION (APWA/W5DOT) SPECIFICATIONS AND CITY OF TUOVILA STANDARDS _____;, 1E 12.10 FOR ALL PIPE SHALL HAVE 11= 0.012 ----1 36" SD TO BE SEE DWG C-3 OF HOTEL SITE DRAWINGS INSTALLED AS FOR CONCRETE CURa SE(.:TIOH. \\ _ siviDPATR: ATS(1 5wT004:- R,G,SILII rD, i)TmHF,ToR LOVIE7Mi:NTS -IE 12.12 --.. .�-- -- POWL POLE I 3' 1 �'r .)\ CURB CUT) r j 1-t�.s /1 i - 1 -MCuvrABL E CURS- - T GKA (30 t ) A 1 1 1 1 1 - -4 1 1 1 - --;EXIST. LIGHT POLE - - -i.._ TRAIL ;A �fv!ENT • 1E 1221 POLLUTION CONTROL SEE 55C(22) DWG C-3 Mr EASE ME NT -I r1.43 1 rv_17.49 H 51 T E TA 11_47- - 17_�j LOPE PAVING- TO OF AISLE PIT 3.. PLACES !EAS1= �IENT 1=k'')ru! Pt.GEY i�JN OWEk. At\ID LIC -BHT E Y\ :.'r. POWER Par • 18.2 - -- 3I tAI • --I-AC PAVING 1 DWG colt SEE DWG C-2 FOR ELEVATIONS 18.5 ■ 18.5 Ly TRACKS EXIST. 1._113GIZA-N,DE WMPAGT TO 95410 TYP PAVEMENT SECT NJO XIST EASEMEWT (FUTURE TRAIL ) SEE DwG C-3 FOR CURB GUTTER - CoNC CURB AND GUTTER TYP WS Dar FOR DE-.75 OF 0.:EV. VARIES CONIC CUR e; 631.)TTE URB CUTS N AC PAVING 7 1E 12..91 PAR K. EXIST. HYD, LEGEND ELEVATIONS FROM DWG C -I ;7.9 EXIST ELEVATION /---_ NEW FINISH GR.ADE ELEVATION NOTES: FOR WATER AND SEWER LINE EXTENSIONS SEE DWG C -I INCLUDED NITH DRAWINGS UNDER PERMIT No 5838. SEE DWG A0.01 FOR ALL PAKKING LOT DIMENSIONS} STAL WIDTHS AND L NCa7'HS L161-ITING POLES FEE -OWNED PROPERTY J ' 'liF 'I TE,'roRARf A %C.1 2/ :; ONLY - TO (3E Ut:✓5JF G.T' To ;=1.,TURE R'M\AE` /' FLR�'THFR. CR.ITE IA $ FINAL APFP. vAL_'E vIA TL!KWit.. A PLibLIG VIOf?K� DEPHRTMEN7- A.T THE TIME OF �'.;i:''MlE ION . 1�i.A NS FOR F��'T -i12E DEVF I_�jr'P�[�N T a- REGEVC;....C. MEETS TO Tyr E '7t_!T►I OE �. I5?,rt1 G.T. AFC IG-1''NC-1 THIS A!:� roc^ ��c"` --- •orgy.., (g. BIOFILTRATION CHANNEL SITE DEVELOPMENT PLAN 1" = 20' • its''.. c�T' �' mXr:.`*. N. r7haSr. ��', a' �. ey93 "ri3`w+rDY,✓.�iXYii4F,rrf'*ei ''2®I:FT i '" _..•. � Yom' �;, t „� �`�.�y`?' `":'�` 11111111111 ......... ............. ._. _ - 11 MADE C'EgmAM. NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. OE 6z 8C Lc 9Z Sz hL £z zz lZ OZ 61 8l Li 91 St 7l Cl Et it p( 6 9 ! 1IIIi!! I�!! II, II. IIi!'lllll!I1111!111i11!i!!II!i IIIIlI!I!!!IlI�I!1!III!i�li ih uI''I �l;i!!II!lh !l!;!1 !! I!!! I!! I! !IIIt!!I!! ►11�!I!I!!II!�II!!!i! III!!!�!!I!�!!I!'I!I!�!IIIi!II! ! li !i!I!l�lili�ll!i�lli!I! {iif!!i! i!i? L: 9 s 10010 • 21/2 70 SECTION --NO SCALE iDEWAL hit C.1-1PcKIKIEL INVERT 14,88 CBIOFI LT R AT I N CF:IANNEL SECTION 3 INVERT' 4 SLOPE VARIE L. ,, __et --...--•______..A CHAN REL - EXIST GRADE --EXCAVATION LINE -SEE PLAN - VARIES (1-00KING DOWNSTREAM) C}BIOFILTRATIQN CHANNEL cdoNFORIvIS To THE FOR THE CITY oF TUKW ILA . IF FUTURE 1MPRovE0ENITS TO ADJACENT PC.OPERTIEG ARE PR(->F-06 ED THE, IDITC.H SECTIOKI ,;"..op-IFOQV To PV0VISIONS IN THE CONC. arRoNI APPRoAV-I PAVEMENT ( IN 5RIS IMPRove,M.t•IT 60NTAC-T) - 77" 1.4‘‘ \(.1" -- Nr..+1 6,914,!: SIOEHAIX (IN SR 161 ImPRovE_mE.1.17 COWTRACr) 5,44 \7.5.80 \25.50/ wo...••••••• t1.1g1.5 A4I2 GLITTP..f TO' AT PIME.TEf OF PARKIN6 AKEA, 55-E. se,C. pvi5 24.0\ rL4- • 2319 22.25/ \v_24.G4. / 24.06j c / - .) , / • - 22.0k/ 22.5Cv 22,443 — \ 22,10 22 , 00 6AC PAV 7 •YP 2r25 1176a., AspLT —7 •• coNc 1 CUR IS) P - 21.00_ 2.25 [N\ ,22.0q/ 22.70 / TOP GE cURS HOTEL STRUCTIAE 22.00 \\_22,8C.!_ -TOP OF CUR) . )22_ Q1,80 ifj \e) 1.171 7.7 • . 1 20:70 a 21.10. / 5" AC PAY MI7 TY - scoE 22..QE) 21.90 j s"A.e._ rkaa.r.45HT -rYptcAL. Fop:. pgivEs ANIC) PARKING AREAS. V), 9 =1: 22.2 7 00 cONC 0AVINC. 1 22.25 ("5 21.25 LO (9 21.50 Fy: EXIST. M14 - ADJUST RIM / ---. TO MATCH FINISH GRADE -/ ,44-6.?? r2,1,7a --- P,'OPHA,LT ---iy----z. 1 ---- 21./26 / 21,50 RTGE-v-1 21,50 21.10 C.Sd 9 21.50 cle1 _g_ozo \,._•20,G5 L3 Ac, PA,VM'T .n,P E?R r; 1 '7 t t: - _ – . „ r (7( )N■N(J PAVING GRADING PLAN IP,. '20' I 1G1.501 NEI4 eoN sIDE.IAIALK (11.1 ,SR lei imrgovE,Api e_ONTRACT) \\\ PEXA,IL 'N SIM N 11■111.110111611111111111111111191111•101111111111111111111MMININIM v-FIN1514 6RAPE... \ (Tor op TURF) I° 7E.TAIL -- AC. PAVE-MEAT SECTION l,010* FlOgq. 111-1—` 5-0" VERT 61-0" CONC. 610E3440-K 0.5' t76 OF EX I 6T I N PAVE-MEAT - - FUTUR.E. f?OAP SURFAce. / rillIIIIIIIIIIIIIIIIIIIIIIII1111111111111140111N111111111111111101111111111111111111111 illiiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111111111111111iIIIIIIIiIIIIIIIIIIIIIIIiillil 5 6 7 8 9 10 11 1'44" GERWM 12 microfilmed docuent. is less clear than this due to the quality of the original document. 0 le DIS INCH 1 2 3 NOTE: If the notice, it is OE 6Z ee L? fiZ CZ ZZ l?, OZ 61 EX I5i CIRAI2F- - Fl LL -Thy ,, .••••••••—......... • ........... ......7 ORIGINAL GRADE. CoNL CURe.)---/ (PuTuRE) FINI5H (TH CONTRACT • • ‘k. s 158)TH 5T (LONG ACRES) vvr • rtiviwtsLOM el a 91 Gt 171 El Z1 11 of, 6 9 G /4" 0 111;1111;111111.1IIIIIIIIIIIIHIlhilll1 ll41.111.11111111111111111111111111111111111ffilldlifilifillilli 4 AGE... -Ter fE'- M-P-H I IJST ' I Fr 8" • C TOP SLAB (H20 DING MIN) EL 20. STEEL ACCESS DOOR SIZE - -�-"'� 4 LOCATION PER PUMP MANUFACTURER (H20 LOADING MIN) LOA'' SWITCH PUMP :ON EL I4.60 !FLOAT SWITCH PUMP !OFF EL I3.25 ---,. i " .gyp 7- _.___411DI 1 , TO _:z -"-C113 Noll IE 1045 RAILS-13Y PUMP MANUFACTURER 11 I GO' I D ,"v '1lD- � I E PL. ID. WELD CHAIN TO ACCESS HArC H F'1ZAM E FRAME LADDER OR STEPS OFFSET, SEE NOTE 4. FRAME AND GRATE EL PER PLANS OVERFLOW EL TO PROVIC :C DETENTION OIL SEPARATION PER PLANS PIPE SUPPORT OUTLET PIPE I0 2 a -- ROUND OL1D CGVER MA 114.1 EO'DRAAI N" 3 INVERT ELEVATION PER PRECAST CONCRETE MANHOLE ---NOT IN CONTRACT • LAN A-A L2• i% HORSEPOWER OWER eUeM ER51l5LE PUMPS ANUTOMATIC ALTERNATOR SECTION -PUMP STATION 2- /4" SHACKLE RODS (COATED) TO VALVE OR NEXT PI Pc BELL ------------ -------- SEE DWG G- i FOR CORNER LO( \TION - r-- 577 LA PIT OR GREATER: / SY PIPE INC. ()FEH .o� CHAIN- 200 * CAPACIN et..ACic WHEN CHAIN I5 DOWN, FASTEN CHAIN TO FRAME STD GAL STL OR ALUM LADDER, SrEPE INLET PIPE OR PIPES INVERT E L PER PLANS NOTE -S: I. PIPE 617E5 4 eLOPES PER PLAN. 2.OUTLET CAPACITY NOT LESS THAN COM0IUED INLETS. 5. METAL PARTS: A. CORRO5!ON RESISTANT OR GALVANIZED O. ALUNIINIZEn TrPE 2, 5. IF GALVANIZED 6TEEL PIPE, HAVE ASPHALT TREATMENT 1. A; PRAMS AND LADDER OR STEP5 OFFSET SO: A. CLEANOU? GATE 16 V1518LE PROM TOP. B. CLIMpDOWN SPAC{= IS CLEAR OF: RISER CLEANOUT GATE. C. FRAME 15 CLEAR oP CURB. CLEANOUT GATE: A. SHEAR GATE IRON BODY BRONZE MID. OLYMPIC FDY. STD OR 5. LIT GATE, NO. C /r /j- LG CASCADE CULVERT INC) OR C. OTHER DEVICE APPROVED I3Y ENGINEER. OIL/ WATE R SEPARATOR OIL POLLUTION CONTROL DEVICE L24.50 - - -- FINI,H GRADE BACK OF WA L L. ADA,PTER(FL'kW) - - -- GATE VALVE (: x at, .h Y FLANGED DOUBLE CHECK VALVE Oe N$B APPROVED STATE CROSS CONNECTION REGULATIONS SECOND CHECK VALVE GATE VALVE (PL, PL') rosy- INO!C�,T - vAl \Q 7EE�FLxrL) ADAPTER (PL MJ) EL 18.00 (19 -0) \ — SIDEWALK CURS EL iByC) (17-0) ELEVATIO \v4,: I l O,i - LAN GED Cu :IOWA! V E. NOT IN CONTRACT -- 11 I PLAN B -B % FREE 1---)FAl Nl NC. / �d(F1L-L. vt ATE42.. -WP a� -■16 . ELEV VAIZIE5 ,, `NATER TIGHT CEMENT GROUT /4I$ SHACKLE RODS (C.OATED) 1-o t -ter SELL. ?PE- NOTES: I. PIT LOCATION ON PR /A.TE PROPER1 2. 12 "CLEARANCE SHALL QE PROVIDED POR WORKSPACE AROUND ALL FITTINGS TO INSIDE OF VAULT. 3. CONCRETE VAULT SHALL HAVE A 48"-x 48" STEEL HN CH OR 2 31St E' STEEL HINGED DOORS CPIPE INC. E25, 7E,G 3B, OR E(.. !JAL) L _ 4Ii PIPE UP Wt AT LEAST 2 FD CONNECTION5 3-4 PT ABOVE SRADE.. PAINTED SAFETY RED - -$'132 FD CONNECTION 45@ 12." HOR4VERT 244 KE.Y 2 12" LDNGI T 1' 8 "aro SLOG FIRE SERVICE PLAN . WATER SERVICE VAULT NT F., EX I5 CaRADE: - (FROM DWG c - 2) \ I✓A�:E EF-EAIC - 1N - c! APF :CCU, 5 '31 F Y L P��;c: 20' VG `1, -- TR.AILEA•r-E tiAENT r, 2 RAMP C PROFILE S AL.E H _= ZIZ = 6' 3 • • —IF. CC'S 201 VC 21 20 10 !Ed) 17 2s�n�— SECTION 2 RETAINING WALL 31 IS. 41 • PROPERTY LINE EXIST GRADE --, Tl. rr j . D . . TY P rINI5H GRADE I SEE WG5LANDSCAPE E . I -o MAX APWA TYPE A CURB 4 GJTTER- `3EE .SPEC:! F!CATION 5 /ELEVATION VARIES FILL SEE -- SEC (1) DWG GD - I FOR CONTINUATION OF BANK L—SUBGRADE r' ,AA �i 2 -- EX 16T GRADE -- (4\__SECTION AT EAST PROPERTY LINE NOT USED 3 "AG 4 "AT5 �...w.r.F.ft�X� •6%i4tM�.1v 2d RAMP IS. I --- --•+0- A — CONC.' Iti'iK rE FAVEWL EE, OWa AO. 01 FOR PET Ail- S r 281 LONGITUDINAL TRAIL SECTIQN O = SCALE : HOZ I �. I" ._ 2 ,pst o ✓..« ..ass!!peTY� ::�tilt0"'�VU! 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I , t / r•-•• -- �- • LONGACRES WAY (SOUTH 158TH ST) _ • ,- -- , ,,. .. .Cf3 No 3. TYPE I -C TOG 20.7 IEI7.67 GW _ -- z IGEWALK Pr CITY Or- T61(WILA SID PI.,..cr.1 k4 22..26 20.9 5 II / 22.15 �- - 4 = 20.95 EXIST SD M H _ 24" 5D (EXIST,) C13 SHOWN ON DWG C-I FACE OF-CURB- CURS GUTTEK BY 011kGRS _. ,c.&. 1 18;7 ....... 4.. __, ., TYPE I - C TOG 20.37 1E16.90(1N) 1E 16.70 (OUT) �- 56.E UIOFILTRATION GNANNt1_ SEcT TI-11 DWG --� EDGE OF EXIST, AC" PAVM1T : :SEt DWG C -1 %OR..fle rA LLS 6oNG wuRe 4 GUTTER PER W5oOT 11 STANDARC PLAN5' 5TO PLAN! F- I (CEMENT GUlJG• CLJRe. GUTTER). Col C„oNC. JIDEWALK PER CITY OF TUKWiLA 5TD PLANS R4 4 RG, (6UT TER LINE e EXiST GRADE). ► I P CULVERT EXIST. CB TOG 15,52 E 14.61 _ SEE EsIOPILTRATioN SEcT)ON THIS IDWr -- CONC.DRIVEWAY PER. SID! PLAN R6 - ENTRANCE RESERVED FOR OWNER OF PROPERTY TO SOUTH SEE ARCH 5ITE PLAN FOR DETAILS . -EXIST. CB 1 le I5.68 14.44(2% �� --011-1E 14.2 `1 q le. 14.0 (,1811 PVC) LE_I4.IO _ ZINC)---7 - EXIST. (S. TO.G. 15.77 :AND NEW GW & :ants 4 GUTTER, GENERAL NOTES STORM SEWER LINES AND cATCHBASiNS -MATERIALS AND CONSTRUcTION SHALL BE IN ACCORDANCE WITH THE AMEkICAN PUBLIC WORKS ASSOCIATION AND CITY OF TUKWILA STANDARDS ALL PIPE SHALL HAVE n=0.012 - IE I2.. ),O FOR ,3ia'1 Sl:. TO BE _ SEE DWG C -3 OF HOTEL SITE DRAWINGS INSTALLED 1 f ED A S ST. STORM DRAINAGE IMPROVEMENTS IE 12.12 r ' 22 21.50 `20,95 _ -- 21.50 oict �-- "` N IS PAVi.M STI � OVEr' � 2L50 POLLUTION CONTRN DEVICE Mk SEE SEC(1) DWG C-B zz.ls 22.15 22.25 22-25 / 22. 15 22.15 22. 25 RIDGE 22.25 22.25_. 22. l� G ri 0 rU RIDGE �.a C RIDGE 22.25 21.00 22.25 22 .225 _. 22.25 121.251 SEE DWG C -1 FOR DETAILS - «.1 1 1 17.49 :cc I \I 17.6,2 1 I_7. la�J I 501± 9 2.Z5 sac A PLA? J r=-O PAVE(.' D '-1 SITE COHC TAILS 1-1.43 4 OIL POLLUTION CONTPOL DEVICE, SEE DWGS C -I 4- C-3 OF PERMIT No 5838 FOe LOCH- NOM AND DETAILS __ -_; EMBASSY SUITES HOTEL L - ✓+Cti. x"AXri"- .sY.3..+.srs,.�.._, _•__ ..w�9:�rt'.:sJr':f's w::z.......r....,.�.a,.:._..., - ..la.: LEGEND (00.01 17.9 00.0 EXIST HY pASEMEN RELOCATE pE ELEV A -A D EXIST. SUBGIZADE COMPACT -TO 9516 7 nD EA51121/4,1FAT fkot1 PuGE`T 5OUN PowR An LIGHT EX!C.T. POWER P.OL 4 18.2 4 l.E. 12..54 TYP PAVEMENT SECT INJC) SCALE. (PUGET POWER EASEMENT EAGT) is•I� - ----AC PAVING SEE SECTION 1 THIS DWG - -- SEE DWG C-2 FOR ELEVATIONS NEW PARgiNr LOT SEE DWG C -3� FOR CURB 1 GUTTER - --FuTURE GRADE 18.5 1 18.5 I 1� AND GUTTER TYP SECTIONt NO SCALE \MGUH TAr L CU Fc -OWNED PROPERTY �., . I 15_12.91 ‘,3OL) wwDor STANDARD PLANS F. RD, SRIDGF. 4 MUI41GiPAL CoNSTR (M2' -01) MANUAL; STD PLA1.1 No F - 1 FOR DETS OF I1 MOUNTA6,. E CEMEN CON.. CtJRP3 4 Gl I Ar ;fit EV. VARIES T(4AT r-I~ u, CUTS AC PAVING --- TOP OF CLir`'_c3 EL V.o. C e Cl_'RD CUTS WESTEKNIMoT EXIST. HYO, ELEVATIONS FROM DWG C-I EXIST ELEVATION NEW FINISH GRADE ELEVATION NOTES: FOR WATER AND SEWER LINE EXTENSIONS SEE DWG C -I INCLUDED WITH DRAWINGS UNDER PERMIT No 5838. SEE DWG AO.0I FOR. ALL PARKING LOT DIMENSIONS) STAL.L WIDT1-5 AND L TNS LIGHTING POLES, ,,►DID. % K !N ORCEME tS..- ,�....,..�Fr >. - �.�i,G.Zr:- �c.+:_.rr,: -i .,..;cMr'M+SGFy....:zaa , r.:..... F iA a.i; 1 * 11 TEMPORARY ACC!~.. ONLY - To SE SI.J3JE(..T To ='UTURIw 1�EVIE'd /�j �UR1'rI��G CR1-T'ERIA FINAL. APP1 oVALS v»A TUKWILA PUBLIC. 'WQl"?KS DEr/ RTMENT' AT THE 'T'iME OF 5UUSM15SION oF PLAi• FUR FUT1 ARE PEVELOPMEN -rr--./ REQEVEt_( f2MEN'r T T1-4E H OP 5. 158TH ST. AFFECTING THIS ACE. SITE DEVELOPMENT PLAN • _ . 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('-„,[..3.1._CIFILTRATION CHANNEL SECTION GRASS LINED INVERT 4 SIDE5 SLOPE = 7: I MAX- - SLOPE VARIES 1 CHANNIEL EXIST GRADE -SEE PLAN - EL VARIES (LooKiNG DOWNSTREAM) BIOF1LTRATION CHANNEL No 5c.AL.E II1I1i1I111f 111111111f 11111111111111 10 11 MADEMOERMMIY 12 -THE. : c s 5EcrIpl f SNgwt�t THROUaH THE P TiQ1.1 -oF THE 6►OFILTRAT!ON DRAINAGE DITCH LOCATED ON EmekssY SUITE: PgQFCRT'Y ABLri" ru' c THE U.PR.g, RAW. CANF'ORMS TO THE REcoyfmE.t.IDAT'I0KIS DP THE LOt-J6 ACQC ES WAY/ 5o. i5ST1-1 ST t A ►NAC E STUDY R1E.P 'RT DATED JUN 1588 FREPARE?D ?,Y K.C.M. FOR THE CITY OF TUKWIL..A . IF FUTURE iMPR,ovE.1 ENT5 TO AD,J AC.E N!T PROPERTIES ARE. PRoPOSE,E1 THE DITCH SECTION SHOWN IS SUBJECT TL, ENLARGE• tAE.t.IT By FUTURE DEVELOPER GMMTO Ur'R.R. R. 0 W. rt., Ga 1J P R M To PK.OY I6IONE t N THE JUNE i96€) KCM R1 PORT: PAVEMENT G, APRON APPRoAGH PAVEMENT N. SR 16! IMPROYENI NT GUNTR AGT ) ._L a '1.5.44 s 1' �2 5.80 \, MPR Y 0MENSILONTRAGT) SR 131 2 Cob // 240 ---- L iJ c 4N0 GJT T E 2 T`f P AT PERIMETS OF PARK! N6 AREA 551: 5EG3 t7W 4'-3. 22.E 2�s�S0 14,6 6; �!�. 22,58 24.c4 fr,0\0 I �pS / TOP C7 \22.00/ (� 1 /_2_406 ( 22,00 AC PAONI T. TYPE 21,90 2h55 / 22:25 22,4 22.70 22.S4? 22,35 22,70 00 \ 22.00 \_22.0c7 TOP OF CURB 22.8 TO P C)I~ GURs3 2Z 20.70 T 3 AC PA`d M' l• TYF' -/ r 22.00 f 22.15 22.26 - 5OV %?l WIDE. sAr: WAI._h- KM VI CONC SIDEWALK, ( IN 5P 181 IMPr;OVEMEN1 t*ONTRAC T) SEE„ PP -TAIL 1A` N SIM Xa b�5PkIA.LT7 _ G' CONC CURS, 71'P -___- - -- - 21.00 I‘; 22.00 DGE 22.Q0 3 "AG r3A,'E.MENT 'i'PIeAL. FOR CRIVES AtJJ PARKING AREAS. 95 22.00 21.10 ti\ 11 22.25 22.00 _3 :1 iii MAX 8"CONC FAVINCI 22.25 22.1_ R1176 22.50/ 22.501 \2.1t00- / 2111 50 21.25 212.0j 21.11.B _ f 20.04 n1,79J _1.10 21,50 021,00 1' ' \20,G5 - - -- ZD "AD fe"f-42v.5v --t C_. EXIST, MW -ADJUST RIM TO MATCH FINISH GRADE ---' PAVING E GRADING PLAN I ^= 20' I�o1,50, ,1.7.00 R.O.W.-\\� I1' SECTION HofIZ. I "= 5'-0" VERT FINISH GRAPE -� 1 EX!STIhI�, GRADE R.0.k. t)' -O" CoNC. SIPE -WALK 0.5 --_. FILL NY ORIGINAL GRAM F-114151-1 C RA l2E. ( TOP OF TU KF ) PesAIL � Ac. PavEMaNr r r •� i�. eeeerreelellINNia �.DGE OP SX.I ST I N G PAV .MESS ---- F-U TU R.a. AAA SURFACE,. 20.7 LONG CJRe: (FUTURE) L- FINISH 612A,Pe. CTN IS GOt•ITIZAt -T ) IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111 ), II!f IIIIPIII111111111111111 1111 11111111111II111111111111111 WHIIIIIIIjIIIIIIlI 11111111111111111111 0 16016 INCH 1 2 3 4 5 6 7 8 9 NOTE: If the microfilmed document is less clear than this , notice, it is due to the quality of the original dacument. 1 9iz 93 /z c: za L O? 61 91 Z1. 91 9t /1 £l EL a 01, 6 o G 9 s , e i; t Ww 0 111111!) 1111! 1111111!111111!!1011 I��!I►IEiil 1111�!!Iil;l1Il► 111111 11111 11111! Whill! Ii! 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DI PLAVGE JT FROM eA PUMP CHAIN-200* CAPACITY 5LAC15. WHEN CHAIN 15 DOWN. FASTEN CHAIN TO FRAME eTD (7,AL eTt. OR ALUM LADDER/STEP6 NOTES: I, PIPE eizEe GLOPEe PER PLAN, ZOUTLET CAPACITY NOT LE55THAN amelisi ED INLETe. 3. METAL PATE: CORROSION ME5ISTANT OR. GALVA..NIZEO OR ALUMINIZED 'N'PE 2. B. OALVANIZEO sTee.L. PiPE) HAVE ASPHALT TREATMENT I. 4 PRkME A*1\10 LADDER OR STEPS OFFSET SO: CLEANOUT GATE 15 VISIBLE PROM TOP. CLIM5_DOwN SPACE 15 CLEAR OF RISER. CLEANOUT GATE. c., 1-z• RAM E 16 CLEAR OP CUR 5. PROPERTY LINE RAILs- PUMP maNuPAcTuRER I -:-.31-40" TIP c----Flt.115H 6RADE1 /--------APWA TYPE )6% CURB 4 GUTTER,- ' I SEE LAND5CAPE / 5EE SPECIF1CATiON5 \IC) W 6 5. \ 1 11 ELEVATION VARIES 1-0 PIPE SUPPORT -4811D TOP 1,401-7.1-1-0 TA-01( r- OUTLET PIPE 1(?INLET PIPE OR PI PEE,. 11,eo PRECAST CONCRETE MANHOLE EL. 10.40 _-4 INVERT ELEVATION PER PLANS - -INVERT EL PER PLANS c_v \- FILL-- .-- EXI6T GRANDE- 0-, CLEANOUT GATE: SHEAR GATE, IRON BODY SRONZE MTD. OLYMPIC FOY. STD OR, 5. LIFT GATE, NO. CASCANDG. CULVERT OR C, OTHER DEVICE APPROVED Si' EN&INEE.R. EXIST GRADE • '2- 3/1411 SHACKLE RoD5(c.op,TED) TO VALVE OR NEXT PIPE BELL SEE DWG C.-1 POR CORNER LOC.ATION ANCAPT ER( PLY.MJ) 2- ilk HORSEPOWER coUSMERSIBLE PUMPS AUTOMATIC ALTERNATOR NOT IW -CONTRACT SECTION- PUMP STATION 1/": .QU GATE VALVE (FL y. FL) FLANGED DOUBLE CHECK VALVE: osNe APPROVED 4 STATE CROSS- CONNECTION RE&ULATIONS SECOND CHECK VALVE GATE VALVE ( FL.v. FL) 19051-11■10t6.frzre42.- VI\L "TE E(H__ x PL.) ADAPTER ( PL MJ) ••/4q.'s e HACKLE O6(,ThC) E iv t,tixT 5FL NOTE,: 1. PIT LOCATION ON PRtV,%.TE PROPERTY. 2. 12"CLEARANCE. IALL BE PROVIDED FOR WORK5PACE AROUND ALL PITTiNGE TO INSIDE OF VAULT. 5. CONCRETE VAULT SHALL. HAVE A 48"-K 48" STEEL HATCH OR 2 aly TEEL HINSED DcORS (PIPE, INC. E.S, 7aso EQUA.L.) t> LAN A-A • . • J-)!' • • c PLAN B:.E3 577 PIT OR RETER: Si' PIPE INC. FLANED EC,F<,VALVE. WATER TIGHT CEMENT GROUT -141B2 50 CONt•IECTION -41 PIPE UP W1 AT LEAST 2 FO CONNECTIONS -4F1 ABOVE: SAD. PAINT E. D 6A,FETy RE,0 1, 6TO 5L-00 6eRvicE PLAN - WATER SERVICE VAULT NT 5 2L00 (FRovi Ovvr.::a C.- 2 ) BREAK - APE EXIST c..RADE:-. / ?) 5 - ------- - - s.s % •-s.orkatutb„,groworsw*"*"14.14.,s,„„v000ll'44,40w000."'"'"wk116°.'11*Ak,;,%.*„.00, L._ 451 •0' VC \, L.._ 4fr. TZAL EA,17::!\AENJT •••-414.,, PAD RAMP C PROFILE : Z. ' VEk'T. 1" 21 • AL-E 44811\11114111"5"*".111164.11batat.•. ..100 ' -to a.er:Okrt441.k' • -‘ ?"441seripr,,,,,,.,..40104tisusw,111-111.411214""a316'''ANIr4"1"..d DIL,LWAT_ER SEPARATOR OIL POLLUTION CONTROL DEVICE 1, 11,011 FINISH GRADE BACK 05 WALL. (19.0) r-- L NOT IN CONTRACT E_LEVATIO 1.-011 -717 . E.L.Ev VAR' Es A 5 FF' b( 4 KEY e 12." 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