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HomeMy WebLinkAboutPermit D98-0307 - COMP USA - SHELL DEMOLITIOND98 -0307 17400 Southcenter Pkwy. Comp USA City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 262304 -9110 Address: 17400 SOUTHCENTER PY Suite No: Location: Category: ARET Type: DEVPERM Zoning: TUC Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Permit No: Status: Issued: Expires: D98 -0307 ISSUED 09/23/1998 03/22/1999 Occupancy: STORE UBC: 1997 Fire Protection: SPRINKLERS /AFA .0 South: .0 East: .0 West: .0 Sewer: TUKWILA Slopes: N Streams: Contractor License No: SIERRCC145N8 OCCUPANT COMP USA 17400 SOUTHCENTER PY, TUKWILA WA 98188 OWNER MBK NORTHWEST 'Phone: -206 575 -8090 C/O TRAMMEL CROW COMPANY, 17560 SOUTHCENTER PY, TUKWILA WA 98188 CONTRACTOR SIERRA CONSTRUCTION CO INC. Phone: 206 885 -3797 16715 NE 79 ST, REDMOND WA 98052 CONTACT TODD RANKIN Phone: 206- 574 -0925 16715 NE 79 ST, REDMOND WA 98052 **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *, Permit Description: DEMOLITION OF EXISTING RETAIL SHELL. **********************************************.****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *, Construction Valuation: $ 68,500.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N -Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: 'Land Altering: N Landscape Irrigation: N Moving,Oversized Load: N Start Time:'. Sanitary Side Sewer: N No: Sewer Main Extension: N Private: Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *, TOTAL DEVELOPMENT PERMIT FEES: $ 1,286.14 ****************************************.*********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *, End Time Fill' . End Time: Public: Permit Center Authorized Signature: Date: 903 - 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 provision of any other state or local laws regulating construction or the performanc- of work. I am authorized to sign for and obtain this development perm• 1!!! ar Signature: Print Name: 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. CITY OF TUKWILA Address: 17400 SOUTHCENTER PY Suite: Tenant: Status:. ISSUED Type: DEVPERM Applied: 09/10/1998 Parcel #: 262304-9110 Issued: 09/23/1998 *************.A*********************A*************************.k*********k*** Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off- site or into existing 2. The site shall have-:Oermenent erosiOnfOontrol, measures in place as soon aspoSsible after final grading has been completed andPrior to the Final InspectiOn,. 3. No changes 011.'be.madetO:the plans unlessapproved-.by the 4. All permits', inspection records, and approved .0aps shall be Architect .Or-,Engineer.and the Tukwila Butldingj)ivislOn„, available at.:the-16b site prior ,to the start of :apy con- structiOn., 'These documents are to be maintained and avail- able up il.tinal inspectOop 'approval is granted 5. Validity Of::Permit, The'TSsuance of a permit or approval of planspecifications,-and Computations shall notbe.:..cOn-q strUed to be a,Permit'lor, or an approval of, anyYviOlatIon of iany of the provisionS of the building code or of anv other ordinance of the No-:permit to giV.e':authority to violate pr cancel the provisions of '"this codeHshall •be valid.. 6. Al:Lconstruction to 'be dbriein cOnformancegwith approved plans and:reqUirements of theAniformTuilding Code(1997':: Edition) as amended.. Permit No: D98-0307 CITY OF TU'°WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name/Tenant: Cow/ P (- 6 r1 Existing use: la Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse El Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Value of Construction: 6e).Sv Q Will there be a change of use? El yes �1 no If yes, extent of change: (Attach additional sheet if necessary) Sit Address: City State /Zip: ; f (> J- - � � ;i�ti� Tax Parcel Num er: 2-12 -9110-0-±- Property Owner: n•-7f AIoa- to -& Phone: .sv 91- 5 s o Street Addres - O I'j?bl4}t die_ City State /Zip: 6. Z Fax #: - ^ 6 --?-2-72_ Contractor: -Ai, e-12, C-K- c6yjS 62- 0L--f r o; eo . Phon `f zS" • eg5" -- at/-- Street Address: City State /Zip: (l "- l.� Air -, /2;Y?tot�,tc) I,k,lx g os2 Fax #: J2 5 - v r- , ,(33-0 � Architect: - i dil :2. Ssbl j "955Ccr61- Phone: 3 --09-0 —C)2 Street Address: // . OD Stmt t NS ' , . 'i `i City State /Zip: (/ • 06-bo a!2 '' o 35 Fax #: SD 3 _ a. • --a2 Engineer: t! ' . Phone: .93 - z2- - 32si -et Address: �d 0 pd /O 0 %ity State/Zip: • r/1 ii Fax #5 3 - Z, ✓ S 1, C Contact Person / / ( Phone: ` ----, / - Gtr Street Address 12 S /4e— ` , i2> ity State/Zip: Yt a4 LA/4_,_ cj C�2 Fax #: 2 01a — — O t7 Description of work to be done: DOW o LI l °l J &-->6 s--ft Ca e vim- s Existing use: la Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse El Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: Retail ❑ Restaurant El Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? El yes �1 no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes no Existing fire protection features: ,sprinklers automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: le t 417 existing Area of Construction: (sq. ft.) .4 -z,4/ 7 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Land Altering 0 Cut ❑ Sariitary Side Sewer #: El Storm Drainage ❑ Water Meter /Exempt #: ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous ❑ Flood Control Zone Size(s): cubic yds. 0 Fill cubic yds. ❑ Sewer Main Extension ❑ Street Use El Water Main Extension Size(s): 0 Deduct Size(s): Size(s): Est. quantity: ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application acc ed: 7 c' /O - -- CTPERMI7'.DOC 1/29/97 Date application expires: -70-9Y Applicajfop taken by: (initials) PLEASE..SIGN BACIC9- APPLICATION FORM = COMMEpetA MULTI -FA ' Y: .TENANT JMPAO...VEMEWT /ALA' -A:TION PEOM!T APPUCAT.l 1S • MUST .BE;$UBMI7 T'ED: W!TH.,'THE FOLLOWING:: • • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER r� ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. l—i ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNS - Ft-AUTHORIZED AGENT: Signature: Date: i g _6, IN + Print name: Phone ��� 3�-1 �- Fax 11.-- —SPAS -- . ,� PIP /G�>._.) Address i e!q/3– Ale- .14.t/ (•...f– City / f e iinDk/ 0 , 1,0P- q' OS-2- CTPIiRMIT.DOC 1/29/97 ++A+a*+****+*++*+++*+**^++**+A**«A***+++.A*+**+a*****+*+**+**+* ITV OF rUKNILA, WA TRANSMIT ^+*+*A*«+A**+A*+***N*+**A«+*“**A:hh*0.+.k++AW+*+*A**++le+A*a+**++* TRANSMIT Number: R9700836 Amount: 781.25 09/23/98 10:18 Payment Method: CHECK Notation: SIERRA CONSTRUCT Init:BLH Permit No Q98-0307 Type: DEVYE8M DEVELOPMENT PERMIT Parcel No: 262304'9110 Site Address: 17400 SUUTHCENlER PY Total Fees: 1,286~14 Thit, Payment '781.25 Total ALL Pm s: 1~286^14 Balance: "00 ****^+A+++A+A+a**4a*:‘*44%***++A++^*++4**+ *:.*+.A*a^+**++***a^a** Account Code 000/322.100 000/386.904 Description BUILDING - NONRES STATE BUILDING SURCHARGE j4mount 776"75 4"50 . TOTAL-^�^�n1 ����� 8���O9�34 �/l[ --, - ' � � � ' ���;� -4k•.k•kkA hA 4: kAhkk• kAk: t •.i.••.k:t•:+iA:kA **-A.r4.It:k A:4•A:k •,�.-AAA:4 h•,t :k!cAA•ti'.:k•A•.4 •,k : **-kA ,ti:k•k.t**:t• CITY OF TUKW1L.A, WA TRANSMIT :Ek•%:tk *•k•.t•A••k : kh•.• kA•f.**•: h *kA•A:kA••kh *k% *•k *kA:t•A':k*! r.AjL*•k•k **•vt .tk *•*••kAh:4.4kof:tk:k TRANSMIT Number:: P9700827 Atmatirtt: 504.89 09/10/98 08::42 Payment Method:: CHECK tlotlnt•iong SHERPA CONS It .T :[nits. DLH : Permit fro; 098 -- .0307 Tvoe u DEVPlfl . DEVELOPMENT PERMIT Parcel No 262304-9120 Site (ddress c 17400 8DUTHCENTER P Total Fee4: This Payment 504.89 Total ALL. Pits l :Balancer: 1„,..81:,14 504.89 7E31.25 1 k .: k A * * it k t: A- st •k A * d: t. A •k 4:A• 15. •fi• A A- .t i !::ti. •k A •k �s k * * 4• :t ! A * : •A 4 * �• * * •k •!r •k at• k * A• tict.:ount Code 000/:345.800 Description PLAW CHECK - UOMPES ' 5613.09/11..:9717 TOTAL-. 504.89 ,:` t :.tw, :;f Cq..s., r7,74rIl ;2 i"41� .::Artwq.!...:fi:!?_'.:.7 , 7,77' 'S'4Vrc4' 7:','.Vvz..:rPi:.n - `' INSPECTION NO. INSPECTION RECORD Retain a copy with 1{ 'mit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Pro ct: id u Typt)of i s ion: Address: 114.t�"SCFc.l Date called: , '�- Special instructions: Date wanted:/ /2 "06 a.m. p.m. Requester: Phone No.: pia proved per applicable codes" Corrections required prior to approval. COMMENTS: Insp Date: /7/9 , $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: City of Tukwila Fire Department John W. Rants, Mayor TUKWILA FIRE DEPARTMENT • FINAL APPROVAL FORM Project Name C.-0Y1- -.) 5-A4 ? Address Thomas P. Keefe, Fire Chief Permit No. Suite # c\\°\ Retain current inspection schedule ala Clk:\k(liy-NN Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature Date ' FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 F6rnm,i- 60vci. PLAN REVIEWIROUTINTALIP ACTIVITY NUMBER: D98 -0307 DATE: 9 -10 -98 PROJECT NAME: COMP USA xX Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter Revision # After Permit Is Issued DEPARTMENTS: k� g Division Public Works N. 51z- 106r- Fire evention gj Planning Division Structural Coordinator DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete n Comments: DUE DATE: 9 -15 -98 Not Applicable n TUES /THURS ROUTING: Please Route n No further Review Required Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) n REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions DUE DATE: 10 -13 -98 Not Approved (attach comments) n REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: Approved DUE DATE: Approved with Conditions n Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: \PR-ROUTE.DOC 6/98 City of Tukwila Fire Department Fire Department Review Control #D98 -0307 (512) John W. Rants, Mayor Thomas P. Keefe, Fire Chief September 15, 1998 Re: Comp USA - 17400 Southcenter Parkway Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Sprinkler system demo requires a permit. Contact The Tukwila Fire Prevention Bureau to witness" all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 2. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 3. Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone; (206) 5754404 • Fax (206) 5754439 City of Tukwila John W. Rants, Mayor Fire Department Page number 2 Thomas P. Keefe, Fin' Chief This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not.imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau CC: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone• (206) S754404 • Fax (206) 5754439 I have examined the original document and certify this i opy of that ori: inal. ary Public i. a • for the S/ 't -s '.mg at /: My Co • Dated e of Washington n e. pires1 / f`� �� DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL • REGIST .:. # • CC01. -•SIERRCC145N8 EFFECTIVE DATE .' SIERRA CONSTRUCTION 16715 NE 79TH ST REDMOND WA 98052 F625- 052.000 (31971 EXP. DATE 03/31/1999 08/28/1986 CO INC PARKWAY SUP "TUKWILA , WASHINGTON DEVELOPER ARCHITECT M B K NORTHWEST LIMITED 7690 S.W. MOHAWK STREET TUALATIN, OREGON 97062 TEL (503) 691 -9500 FAX (503) 684 -7272 BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS , SUITE 430 LAKE OSWEGO, OREGON 97035 TEL (503) 670 -0234 FAX (503) 670 -0235 STRUCTURAL ENGINEER KPFF CONSULTING ENGINEERS 111 S.W. FIFTH AVENUE, SUITE 2500 PORTLAND, OREGON 97205 -3523 TEL (503) 227 -3251 FAX. (503) 227 -7980 SITE ELECT. ENGINEER KPFF CONSULTING ENGINEERS 111 S.W. FIFTH AVENUE, SUITE 2500 PORTLAND, OREGON 97205 -3523 TEL (503) 227 -3251 FAX' (503) 227 -7980 CIVIL ENGINEER KPFF CONSULTING ENGINEERS 111 S.W. FIFTH AVENUE. SUITE 2500 PORTLAND. OREGON 97205 -3523 TEL (503) 227 -3251 FAX. (503) 227 -7980 LANDSCAPE ARCHITECT GREENWORKS UNION STATON, 800 N.W. 6th AVE., SUITE 327 PORTLAND , OREGON 97209 TEL: (503) 222 -5612 FAX: (503) 222 -2283 GENERAL CONTRACTOR SIERRA CONSTRUCTION CO., INC. 16715 N.E. 79th STREET REDMOND , WASHINGTON 98052 -4425 TEL' (425) 885 -3797 FAX' (425) 885 -4330 Viesotrt ABBREVIATIONS IT FI 99 " AND ELATED i:., UILDI INS ALTE GENERAL NOTES DIRECTORY BUILDING CODE 15 011 JOINT E Ns FACE FLOOR LINT, FLOOR ELF... TN FOTIN5 T% 011.5E CAPIN FACE OF FINIS,: E OF F STUD BUILDING DEPARTMENT CITY OF TUKWILA 6300 COUTHCENTER BLVD TUKWILA, WASHINGTON 98188 TEL (206) 431 -3670 FAX (206) 431 -3665 PLANNING CITY OF TUKWILA 6300 COUTHCENTER BLVD TUKWILA, WASHINGTON 98188 TEL. (206) 431 -3670 FAX (206) 431 -3665 ZONING CODE LAM. LAIIINATED _AV. LAVATORL NE. .L , POARP NANCTICAPRED FTEADER ROLR C 51E41 NO vENTILAT'ON J H NTe o 55T s eRE EDITION C FOE X11 ILA REEF" 5F 15E5 5F 2,69 ACRE PE 'FL FF TIDO MEGA MEME3 MIN NOD P_ P o PERE. k 9. 2919 INANUFACTERER MASONTEL MAIERIAI MAXIMUM NC d 1 OVERT L ZIEETBRANE MEZZANINE mANAOLE ns L METAI NEW AL HE OPPOSITE NOT IN CCNIAcl OPPOSITE RANT, ON CENTER PERFORATED PIO WOOD E HOARD PROPERTY PLATE P p 5 E RED PA CR TOWEL E T D ISPENSER SHEET INDEX ARCHITECTURAL 00.0 01.0 D1.1 01.2 A1.t COVER SHEET SITE and BUILDING DEMOLITION PLAN SITE and BUILDING DEMOLITION PLAN SITE and BUILDING DEMOLITION PLAN SITE PLAN to E. EDRE , RE ROOM R RADIUS • RAIN DRAIN/ROOF • W ODENIND CCi. 51=TI 50 FT 5011LRE EEET 51 SPECIFIC:A.1N • sEirE A END ARD LEC 51 Rvn 515P 5115FEENDED AND 5TAIN AND SEAL 5. 5 AND 5. STAIN AND vARN19a SALE 501D '00 SOAP DISPENSER. RI TEEL METAL 5.s. 9TA NLE55 STEEL T or D 105 LINO VEN VERT LET WF 15 FEI,Aj TONCELE AN, GROOVE LOP OF CURB TILE COUNCiL E TOP O TOR OF E. TON OF FRAMINCI TUFA or MAPONRE E TOILE1 RAPER 10ILEI PAPER DISPENSER 15HE STE TOR 01 1 EL UNDERPROLIND UNITIORM DELDIT. CODE LINLE55 NOTED 05+1.1.51 vENCER vERIICAI NTTNYT CORECRITION TILE LLTATERPROOE u JE FLANGE O E T N CIVIL C1.0 C1.1 C2.0 C2.1 C2.2 C3.0 C3.1 C3.2 VICINITY MAP CIVIL NOTES and DETAILS CIVIL DETAILS SITE DIMENSIONAL PLAN SITE DIMENSIONAL PLAN SITE DIMENSIONAL PLAN SITE DEMOLITION PLAN SITE DEMOLITION PLAN SITE DEMOLITION PLAN FREI t's-ow w 0 ANDOVER PARK WEST z SITE SOUTHCENTER PARKWAY � — -- 5 I I I CC H 0 W z a W zI z. U CC W cc 0_ PROJECT NO. DRAWN BY • CHECKED BY DATE JAN 6, I99e REVISION ODULLa BENNER STANGE ASSOCIATES ARCHITECTS, PC. 5000 SW. MEADOWS RD. SUITE 430 LAKE OSWEGO, OR 97035 (5031 670-0234 FAX (503) 670 -0235 ALTERATION COVER SHEET RECENEtt N FNI(WIIA 1 0 1018 WWI I'CENTER DO.O 0 co LA uJ HA 0 cc LA _J HA 1 —EV V BENNER ST if Or WAMOISTON 49, SOUTHCENTER PARKWAY - AREA 'A' 0 PARTIAL SITE / BUILDING ALTERATION PLAN Dq8 _ r r fl PROPOSED RESTAURANT T. (N.I.C.) I — I _ t NOTE. I. SI-ORI. DRAWING TO BE PROVIDED TO BUILDING DEPARTMENT FOR REvIELLI. ES 7, COORDINATE WITH CIVIL ca,alsslos•AND ALL OTHER DISOPLINES FOR DEMOLITION/ALTERATIONS 1St SEvi ISLAND LEGEND - DEMO PLAN EXISTI. BUILDING TO REMAIN EXISTING AREA TO DE ALTERED AND,OR DEM0LISHED NEW STRIPPING DEMO ISLAND DEMO STRIPPING PROPOSED PAD 'Al BUILDIN LIGHT POLE To BE REMOVED NEW OR EXISTING LIGHT POLE CROSSWALK STRIPING 5,691 SO. FT. OF B AREA TO BE REMO Cu.(. c.) • \c- \ KEYNOTES - DEMO PLAN • NEW OR EXISTING BUILDING • BUILDING TO BE DEMOLISHED ® NEW ISLAND ® NEW STRIPPING ® DEMO ISLAND ® DEMO STRIPPING 0 LIGHT POLE TO BE REMOVED AND/OR RELOCATED ® SHORING AS REWIRED ALONG THIS LINE SWEET DIO SEE SHEET DI.1 SEE SHEET DI7 KEY PLAN PROJECT NO. DRAWN BY . CHECKED BY DATE JAN, IS, laqG .FP 1398 PERMIT CENTER CIS 0 z REVISION MAK 20, 1 ELDSDEPT.CORR, orel COORDIN, BENNER STANGE , ASSOCIATES ARCHITECTS. Pe. 5000 SW. MEADOWS RD. SURE 430 LAKE OSWEGO, OR 97035 (503) 670-0234 FAX (503) 670-0235 PARTIAL SITE and BUILDING ALTERATION PLAN D1.0 0) rE ¢y a ie 5,691 SQ. FT. OF BUILDING AREA TO BE REMOVED 3' • wl z J• U� Q� o3o7 P A RKW' O AREA 'A' O PARTIAL SITE / BUILDING ALTERATION PLAN 1 132 NOTE SHORING DRAWING TO BE PROVIDED TO BUILDING DEPARTMENT R REVIEW. 2. COORDINATE WITH CIVIL DRAWINGS AND ALL OTHER DISCIPLINES FOR DEMOLITION /ALTERATION. EXISTING BLD'G AREA No. '4' LEGEND - DEMO PLAN T r EXISTING BUILDING TO REMAIN EXISTING AREA rO EE ALTERED AND /OR DEMOLISHED NEW ISLAND NEW STRIPPING DEMO ISLAND DEMO STRIPPING LIGHT POLE TO BE REMOVED W OR EXISTING LIGHT POLE CROSSWALK STRIPING/ SEE SHEET DIO KEY PLAN - Or F1 KEYNOTES DEMO PLAN NEW OR EXISTING BUILDING STRIPPING NEW ISLAND NEW DEMO ISLAND DEMO STRIPPING LIGHT POLE TO BE REMOVED AND /OR RELOCATED SHORING AS REOUIRED ALONG THIS LINE SHEET Dil SEE SHEET DI] L w r z W 0 W � co : F Ch W F a 0 z ra 2 PROJECT NO. R DRAWN BY : CHECKED BY' DATE JAN. IS, IRIS REVISION L R a eCOO� BENNER STANGE ASSOCIATES ARCHITECTS, PC. 5000 S.W. MEADOWS RD SUITE 430 LAKE OSWEGO. OR 97035 (503) 670 -0234 FAX (503) 670 -0235 PARTIAL SITE and BUILDING ALTERATION PLAN CITVO il 1 (79t PE RMITCENTER D1.1 r r -1 I 17 SooiNCN X 6 1 $ - �&i WI U• p pK`N Ps'( D NEW ISLAND NEN STRIPPING DEMO ISLAND EXISTING BUILDING TO REMAIN AREA TO BE ALTERED AND /OR DEMOLISHED NOTE: LEGEND — DEMO PLAN (E) SITE SIGNAGE 00 I— D 0 (n (E) SITE SIGNAGE I. SHORING DRAWING TO BE PROVIDED TO BUILDING DEPARTMENT FOR REVIEW. 2. COORDINATE WrtH CIVIL DRAWINGS AND ALL OTHER DISCIPLINES FOR DEMOLITION /ALTERATION. LIGHT POLE TO BE REMOVED NEW OR EXISTING LIGHT POLE CROSSWW.K STRIPING DEMO STRIPPING D NEVI OR EXISTING BUILDING • BUILDING TO BE DEMOLISHED 03 NEW ISLAND SOUT HCENTER ` KEYNOTES — DEMO PLAN O NEW STRIPPING OE DEMO ISLAND © DEMO STRIPPING O LIGHT POLE TO BE REMOVED AND /OR RELOCATED • SHORING AS REWIRED ALONG THIS LINE P ARKWAY i • SEE SHEET D10 SEE SHEET D * ** "FOR REFERENCE ONLY — NOT A PART OF PERMIT" * ** KEY PLAN SHEET DID PROJECT NO DRAWN BY CHECKED BY DATE JAN. 16, 1998 REVISION Q eL and COORDIN RR BENNER STANGE ASSOCIATES ARCHITECTS. PC. 5000 SW MEADOWS RD. SUITE 430 LAKE OSWEGO, OR 97035 (503) 670-0234 FAX (503) 670-0235 PARTIAL SITE and BUILDING ALTERATION PLAN RECEIVED O ITVOFTUItWILA 1 MB ?EMT CURER -.. D1.2 I u 1Y Via. `) l 51 I; U8) Cn`, ) D4,6 175P.uom 25,952 S.F. n FUTURE amo AREA 'A' TOTAL SITE AREA: IN-LINE End PAD RETAIL: BULK RETAIL TOTAL RETAIL AREA. TOTAL RESTAURANT RETAL PARKING 367,328 SF, • 4/1000 • 1.470 SPACES BULK RETAIL PARKING 61440 S.F. • 25 /1000 • 154 SPACES RESTAURANT PARKING 29275 S.F. • 10/1000 • 292 SPACES STALLS REOUIRED - 1950 SPACES PARKING VARIANCE • -I80 SPACES TOTAL PARKING STALLS REOUIRED • 1736 SPACES TOTAL STANDARD STALLS - TOTAL COMPACT STALLS - TOTAL HANDICAP STALLS • TOTAL STALLS PROVIDED - TOTAL STALLS OVER REWIRED • ACTUAL PARKING RATIO' RETAL PARKINO BULK RETAIL PARKING RESTAURANT PARKING Amu.. BEST GB TENANT I ec I EVAN S M� I� RON INTERNATIONAL 9,236 S.F. 1291,272 S F. (29.64 ACRES) 367,328 SF 61440 SF 428.768 SF 29,275 S F 1320 SPACES 382 SPACES 27 SPACES 1,729 SPACES -7 SPACES 3.5 STALLS /1000 SF 25 STALLS /BOO SF 10 STALLS /1000 SF J ir I ; ].856 SF )qeo3o7 TOTAL THEATER IT/EATER PARKING TOTAL SPACES FEOU ED - TOTAL STANDARD STALLS - TOTAL COMPACT STALLS - TOTAL 1-IANDICAF STALLS TOTAL STALLS PROVIDED - TOTAL STALLS OVI I NEGATED • AREA 'ST TOTAL RESTAURANT TOTAL RETAL TOTAL STANDARD STALLS - TOTAL COMPACT STALLS - TOTAL HANDICAP STALLS - TOTAL STALLS PROVIDED - TOTAL STALLS OVER REWIRED - X33 FUTURE BUILOINC (NIC) SITE PLAN r an' D AREA'B' TOTAL S(IE AREA'S ED '61' 358575 SF. (824 ACRES) 51100 SF. 5904 SEATS • 1/ 4 476 SPACES 413 SPACES 53 SPACES 14 SPACES 498 SPACES 22 SPACES GART Sports RESTAURANT PARKING 7.800 SF. • 10/1000 - 80 SPACES RETAL PARKNG 9440 SF • 4/000 - 38 SPACES TOTAL STALLS REOUFED • IN SPACES 7,500 SF 9,440 SF. 124 SPACES 7 SPACES 6 SPACES 137 SPACES 19 SPACES F 1 a 1 ; fild p l I 4 y H �� I• i <El (E) (E) COST PLUS �_... (N) BULDINO SEE SHEET A29 , W I I l AREA 'C' TOTAL SITE AREA- 205.913 SF. (473 ACRES) TOTAL BULK PETAL TOTAL FESTAURANT: TOTAL BULDNG AREA BULK RETAL PARKING 35,010 • 23/1000 • SE SPACES RESTAURANT PARING 12200 SF. • 10/1000 - 122 SPACES TOTAL STALLS REOLIRED - 210 SPACES TOTAL STANDARD STALLS - TOTAL COMPACT STALLS - TOTAL HANDICAP STALLS • TOTAL STALLS PROVIDED - TOTAL S:' LLS OVER REIXWED - 35,010 SF 12,200 SF 47210 SF. 191 SPACES 73 SPACES 4 SPACES 268 SPACES 58 SPACES 70SS ME LESS SITE AREA 'A "B' End 'C' TOTAL TOTAL SITE AREA: 1856,169 SF. (4261 ACRES) TOTAL IN -LIE PETAL: TOTAL PAD RETAL: TOTAL BULK RETAIL: TOTAL RESTAURANT'' TOTAL THEATER TOTAL BUILDING AREA: TOTAL STANDARD STALLS - TOTAL COMPACT STALLS -(220) TOTAL HANDICAP STALLS • TOTAL STALLS PROVIDED - /HrOr�•am URm- TOTAL LOADING AREAS REWIRED TOTAL LOADING AREAS FRONDED TOTAL BICYCLE STALLS PROVDED' TOTAL BICYCLE STALLS REOURED OVERALL RA11O: 475 W e. 22,200 S.F. 16,800 S.F -- 1 SITE PLAN NOTES 371,808 SF. 17,240 SF. 83)750 SF. 57,475 SF 41776 SF 572049 SF. 2049 SPACES 575 SPACES 49 SPACES 2632 SPACES 2540 SPACES (E) USA 8 BA S E 9 9 54 54 !d a 4I_ mss'_ l� (E) KRAUSE'S Sofa Factory 21200 SF. A. PRO, DE CONTROL JOINTS AT SIDEWALKS A5 SHOWN OR AT S' OG EACH WAY TYPICAL. EXPANSION JOINTS AT 2C O.C. TYPICAL SEE LANDSCAPE PLAN FOR ALL IRRIGATION, PLANTING AND EXISTING LANDSCAPE COND TIONS PRIOR TO ANY WORK c. REFER TO ALL CIVIL PLANNS FOR GRADE LOCATIONS AND COORDINATE WITH ALL LANDSCAPING, PYLON / MONUMENTS GNS AND CATCH BASINS. D CONTRACTOR SREESPONSBLE FOR REMOVING AND REPLACING L DAM r AGE WRING CONSTTRUCTION.CE9 LANDSCAPING. ETC. AVOID E CONTRACTOR SHALL VERITY ALL SITE DIMENSIONS AND CONDITIONS PRIOR OR TO EXECUTION OF ANY WORK, AND SHALL NOTIFY THE ARCNTECT OF DISCREPANCY. O H15 FAIL RE TO DO BE RESPONSIBLE FOR ALL COSTS INCURRED DUE TO F. VERIFY ALL EXISTING LANDSCAPING ON THE SITE PRIOR TO ANY GRADING. REFER 70 LANDSCAPE PLANS FOR ALL NEW PLANTINGS AND ANY EXISTING TREES, SHRUBS OR FLOWERS. • Ov OR T LENGTH ELECTRICAL BASES SWAAL SAND SLOPED LANDSCAPE S ARE /VERIFY REFER TO CIVIL AND LANDSCAPE DOCUMENTS FOR ADDITIONAL INFO. • ALL IB" STOP SIGNS ON SITE ARE TO BE REPLACED WITH 24" STOP GNS PER CITY OF TUKWILA STANDARDS, MOUNTED T ABOVE PAVEMENT. KEYNOTES — SITE PLAN O EXISTING SIDEWALK O NEW SIDEWALK 03 LANDSCAPE AREA (SEE LANDSCAPE) O ASPHALT PAVING (SEE CIVIL/ O CONCRETE PAVING /� V PLAZA AREA (SEE PLAZA PLANS/ O SITE SIGNAGE /COORDINATE WITH SITE ELECTRICAL) OB BIKE RACK (SEE DETAIL B /ALl) O S DIRECTIONAL ARROWS / STOP BARS (SEE DETAIL IS /AI]) O LIGHT POLES (SEE SITE ELECTRICAL) O HANDICAP M 1 P (SEE DETAIL I /412 Q CIVIL DRAWINGS) PARKING STRIPING (SEE DETAIL 14/41.21 O CONCRETE LOADING PLMP O HANDICAP PARKING SPACE (TEE DETAILS 1 4 3/419/ 105 NOT USED O BOLLARD (SEE DETAIL 13 /ALl) lOT HANDICAP SIGN (SEE DETAIL 4 4 5/A111 NOB TRASH ENCLOSURE (SEE DETAIL. 6/412) O LINE OE BUILDING CANOPY / COLUMNS O CHAIN LINK FENCE O CONCRETE RETAINING WALL leEE CIVIL / STRUCTURAL/ O TRANSFORMERS / VAULTS IEEE CIVIL DRAWINGS) O TEMPORARY CURB. (REDWOOD STRIP/ 2O4 LIGHTED BOLLARDS (SEE ELECTRICAL) O ';\ 'LIMITS OF WORK" CONTRACT LINE ® "PAINTED" ISLAND STRIPING O CONCRETE STAIRS (SEE DETAIL 041.31 O CASN- PLACE CONCRETE CURB (SEE CIVIL/ O SCREEN WALL (SEE EXTERIOR ELEVATIONS/ 30 TRASH COMPACTOR O CART RETURN (SEE DETAIL S /413) O FILTRATION SWALE (SEE CIVIL) SOFFI 4 O DEMOLITION LINE 305 PROPOSED PAD BUILDING 0 6 MAN HOLE (SEE CIVIL) O ALIGN (W CURB WITH /E) CURB BOB NOT USED 39 STEEL FABRICATED STAIRS (SEE DETAIL 4/A42/ ® NEIll CONCRETE COMMERCIAL DRIVEWAY AND SIDEWALK PER CITY OF UKWILA DETAIL R5 -9 h AREA UNDER 6EPERATE PERMS LEGEND — SITE PLAN KEYNOTE (SEE ABOVE/ 'EXISTING" PARKING CURBS PAINTED ISLAND C CONCRETE ISLAND IN) HAND CAP" PARKING SPACE j STAMPED CONCRETE PEDESTRIAN WALKS HHH BICYCLE RACK 9 9 5 L KEY PLAN SEE PLANS AND NOTES FOR LIMIT OF WORK PROPERTY LINE PARCEL LINES PYLON / MONUMENT SIGNS (SEE SNE ELECTRICAL) COMPACT "PARKNG SPACE PAINTED DIRECTIONAL ARROWS LIGHT POLES (SEE ELECTRICAL PLAN/ SIGNALIZED STREET / EDERSECTION TRANSFORMERS / vAUL -5 (SEE ELECTRICAL) REVISION CLOUD !TEE DELTA C CONCRETE PLAZA AREAS (HEAVY BROOM FINISH) LIGHT BOLLARDS :SEE ELECTRICAL) STOP / ONLY' DIRLCTONAL POLE SIGNAGE e FIRE HYDRANT (SEE CIVIL ORAWIN65) CATCH BASIN (SEE CIVIL DRAWINGS/ •FR FIRE RISER (SEE CIVIL DRAWINGS) I POST INDICATOR VALVE (SEE CIVIL DRAWIN65) magi r EET SEE SHEET Al4 F LIST a RECYCLE / TRASH SEE 6 /A1.] I EET AI6 (s PROJECT NO DRAWN BY CHECKED BY: DATE Rse REVISION BLDG DEPT.C.ORA. and GOORDIN BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD SUITE 430 LAKE OSWEGO, OR 97035 (503) 670-0234 FAX (503) 670 -0235 SITE PLAN REe g cmaF u'KWu 10/ PERMIT CENTER A1.1 PROPOSED G • • 0 3 EXISTING BUILDING AREAS TO BE DEMOLISHED CONCRETE SIDEWALK AC PAVEMENT LEGEND STANDARD CURT PROPERTY LINE(PL) OR RIGHT OF WAY(P/W) SAWCUT EASEMENT LINE (EL) CENTER LINE (C) SANITARY SEWER STORM DRAIN WATER ARE PROTECTION GAS REMOVE EXISTING UTILITY LINE REMOVE STRUCTURE FENCE MANHOLE CLEANDVT CATCH BASIN VALVE METER UTILITY VAULT FIRE HYDRANT FIRE DEPARTMENT CONNECTION CAP DRAINAGE FLOW LIGHT FIXTURE RAILROAD TRACKS TREE SHRUB AREAS TO BE DEMOLISHED FXIS11NG SS I, 2. 3. 4. 5. 6. 12. 13. SURVEY PROVIDED BY CHADWICK AND RANTERS LAND SURVEYING, INC., DATED AUGUST 14, 1997. ALL ELEVATIONS ARE BASED UPON THE VERTICAL DATUM NAVD' 88, DERIVED FROM TES TO "NGS N 254 RESET 2 1974." SURVEY MAY NOT BE COMPLETE OR ACCURATE. CONTRACTOR TO VERIFY EXISTING STE CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL VERIFY FINISHED FLOOR ELEVATIONS OF BUILDINGS PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF KPFF CONSULTING ENGINEERS. AL CONSTRUCTION AND MATERIAL SHALL CONFORM TO THESE PLANS AND THE APPLICABLE REQUIREMENTS OF THE 1996 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, WASHINGTON STATE CHAPTER APRA. AND WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE 1991 UNIFORM PLUMBING CODE AS ADOPTED BY WE STATE OF WASHINGTON, ALL OFFSITE AND PUBLICLY OWNED ONSITE WORK SHALL CONFORM TO THE CITY OF TUKWILA PUBLIC DESCN STANDARDS. WE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPUCABLE FEDERAL STATE. AND LOCAL CODES. ORDINANCES AND REGULATORS INCLUDING NECESSARY PERMITS AND INSPECTIONS REQUIRED BY THE GOVERNING AUINORInES- ALL PERMITS AND LICENSES NECESSARY FOR THE EXECUTION AND COMPLETION OF WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL SCHEDULING AND ALL WORK WITH THE OWNER. 8. EXCAVATORS MUST COMPLY WITH ALL PROVISIONS OF ROW 19.122 TO 757.57 INCLUDING NOTIFICATION OF ALL PERTINENT COMPANIES OR AGENCIES (1 -800 -424 -5555) OF UNDERGROUND UTUTES IN THE PROJECT AREA AT LEAST 48 BUSINESS -DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS, SO THAT SAID UTILITIES MAY BE ACCURATELY LOCATED BEFORE COMMENCING ANY EXCAVATION. 9. THE LOCATION OF EXISENG UNDERGROUND UTLITES SHOWN ON THE PLANS IS FOR INFORMATION ONLY AND IS NOT GUARANTEED TO BE ACCURATE. POTHOLE ALL CROSSINGS AS NECESSARY BEFORE CONSTRUCTION TO PREVENT GRADE AND AUGNMENT CONFLICTS. CONTRACTOR SHALL VERIFY ELEVATIONS. PIPE SIZE. AND MATERIAL TYPE OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTOR AND SHALL BRING ANY DISCREPANCIES TO NE ATTENTION OF KPFF CONSULTING ENGINEERS. 72 HOURS PRIOR TO START OF CONSTRUCTION. 10. BEFORE BACRFlLUNG ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR TO SURVEY AND RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH. ANY AND ALL DISCREPANCIES IN EXISTNG UTILITIES SHALL BE SURVEYED AND RECORDED. CONTRACTOR SHALL ADJUST ALL EXISTING OR NEW FLEXIBLE UTILITIES (WATER. GAS. N, TELEPHONE, ELC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEVER. ETC.) IF CONFUCT OCCURS. CONTRACTOR TO REFERENCE SOILS REPORT BE GEOENGINEERS DATED SEPTEMBER 23. 1997. FOR THE SITE SOLS CONDITIONS. AND SOIL PREPARATIONS. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR OR HIS CREW. ALL O.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE WORK. _. 14. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE USED AS NEEDED. THE CONTRACTOR SHALL ADHERE TO CITY OF TUKWILA AS NECESSARY FOR EROSION CONTROL MEASURES. 15. NE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS KEEPING THEM CLEAN AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING NECESSARY OUST CONTROL WHERE REQUIRED. 16. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY CONTRACTOR, AT ALL TMES. 17. USE AIR ENTRAINED CLASS 3,000 PORTLAND CEMENT CONCRETE FOR ALL SIDEWALKS, CURBS. AND DRIVEWAYS. MINIMUM SIDEWALK THICKNESS SHALL BE 4- INCHES. MINIMUM DRIVEWAY THICKNESS SHALL BE 6- INCHES. 18. NOTIFY CITY INSPECTOR GREG VILUNUEVA (433 -0179) 24 HOURS BEFORE STARTNG WORK; ALSO, A PRECONSTRUCTION MEETING IRON DEVELOPER, HIS ENGINEER AND CONTRACTOR AS WELL AS NE CITY REPRESENTATIVE IS REQUIRED. AC ARCH. BLDG. BOW BV CB CL CO CONC. CONST. CONT. COT COTG CSP CET. DEPT. DIA., 0 DIM 01P D/W DWG. EA. EG EA EL= FLED ETC. EXIST. FOC FF. FC FH FP FT. FTC. GV HORIZ. IE IN, LP LT, MAX. MECH. MFG. GENERAL NOTES ABBREVIATIONS ASPHALT CONCRETE ARCHITECT BUILDING BACK OF WALK BUTTERFLY VALVE CATCH BARN CENTERLINE CLASS C ONCRET T CONCRETE CONSTRUCTION /CONSTRUCT CONTINUOUS CITY OF NKWILA CLEANOUT TO GRADE CONCRETE SEWER PIPE DETAIL DEPARTMENT DIAMETER DIMENSION DUCTILE IRON PIPE DRIVEWAY CRAVING EAST EACH EXISTING GROUND EASEMENT UNE ELEVATION ELECTRICAL ETCETERA EXISTING FIRE DEPARTMENT CONNECTION FINISH FLOOR FINISH GRADE FIRE HYDRANT FIRE PROTECTION FOOT FOOTING GAS GATE VALVE HORIZONTAL INVERT ELEVATION INCH LINEAL FEET LOW POINT LEFT MAXIMUM MECHANICAL MANUFACTURER MH MANHOLE MIN. MINIMUM MISC. MISCELLANEOUS N.E. NORTHEAST N0. NUMBER N.T.S. NOT TO SCALE 0.C. ON CENTER O.D. OUTSIDE DIAMETER ORIG. ORIGINAL PC POINT OF CURVATURE PCR POINT OF CURB RETURN PIV VALVE W/ POST INDICATOR PA PROPERTY UNE PS PRESSURE SEWER PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE PVTA'T PAVEMENT R RADIUS REINF. REINFORCING REQb REQUIRED RT. RIGHT RAY RIGHT OF WAY 5 SANITARY SEVER S= SLOPE SCHEO. SCHEDULE SD STORM DRAIN SDMH STORM DRAIN MANHOLE SHY. SHEET SMH SANITARY MANHOLE SPEC. SPECIFICATION STD. STANDARD S/W SIDEWALK ST_ STEEL T TELEPHONE TC TOP OF CURB TP TOP OF PAVEMENT TEMP. TEMPORARY TYP. TYPICAL UE UNDERGROUND ELECTRICAL UP UTILITY POLE UT UNDERGROUND TELEPHONE U.N.O. UNLESS OTHERWISE NOTED VERT. VERTICAL WATER WIG WITHOUT WV WATER VALVE CONSTRUCTION NOTES ACTUAL LINES AND GRADES SHALL BE STAKED BY A PROFESSIONAL SURVEYOR. REGISTERED IN THE STATE OF WASHINGTON, BASED ON DIMENSIONS AND BEARINGS AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF EXISTING A.C., CURBS, SIDEWALKS AND OTHER SITE ELEMENTS IMTHIN THE SITE AREA ALL LANDSCAPING, CURBS AND SIDEWALKS SHALL BE REPLACED TO THEIR ORIGINAL CONDITION OR BETTER. 3. SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 956 OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ROTA 0 -69T FLOODING OR JETTING THE BACKFILLED TRENCHES WITH WATER IS NOT PERMITTED. 4. FILLS SHALL BE PLACED IN ACCORDANCE TO SECTOR 2- 03.3(14)C OF HE 1996 STANDARD SPECIFICATIONS, FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTOR. 5. TRENCH BACKFILL SHALL BE AS SHOWN ON THE PIPE BEDDING ANO BACKFILL DETAIL FLOODING OR JETTING THE BACKFILLED TRENCHES WITH WATER IS NOT PERMITTED. S. CONNECTORS TO EXISTING UTILITIES SHALL CONFORM WITH HE STANDARD SPECIFICATIONS OF WASHINGTON CHAPTER APWA, SECTION DOB, WORK ON EXISTING SEWERS AND STRUCTURES ", AND THE CITY OF NKWLA PUBLIC WORKS STANDARDS. 7. BEGIN LATINO STORM DRAIN AND SANITARY SEWER PIPE AT HE LOW POINT OF THE SYSTEM. TRUE TO GRADE AND ALIGNMENT INDICATED NTH UNBROKEN CONTINUITY OF INVERT. THE CONTRACTOR SHALL ESTABLISH LINE AND GRADE FOR THE STORM AND SANITARY SEWER PIPE BY THE USE OF A LASER. ALL WATER AND FIRE PROTECTION PIPE SHALL HAVE A MINIMUM 30 -INCH COVER TO THE FINISH GRADE. 10. ALL WATER LINES SHALL BE THOROUGHLY FLUSHED, CHLORINATED AND TESTED IN ACCORDANCE WITH THE WASHINGTON STATE DEPARTMENT OF HEALTH AND AWWA C651 THROUGH C654. AND THE CITY OF TUKWILA PUBLIC WORKS STANDARDS. 11. SAWCUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN EXISTING PAVEMENT AND NEW PAVEMENT. 12. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLE LIDS, VALVE BOXES, ETC. TO FINISHED GRADE. 5. 9. 13. ANY AND ALL VAULTS IN PAVEMENT AREA MUST HAVE TRAFFIC RATED LIDS. 14. ALL FIRE AND TRUCK LANES MUST BE PAVED WIN A "HEAVY" PAVEMENT SECTION. ALL DRIVE LANES AND PARKING ISLES ARE TO 8E PAVED WN A "LIGHT' PAVEMENT SECTION. REFER TO NE CITY OF TUKWILA AND THE ARCHITECT FOR DESIGNATION FIRE AND TRUCK ROUTES. 1, ANY DESCREPENCIES IN SIZE, LOCATION AND INVERTS OF EXISTING UTILITIES NEEDS TO BE BROUGHT TO THE ATTENTION OF KPFF CONSULTING ENGINEERS, AND CITY ENGINEERS. IS. ALL NEW ASPHALT CONCRETE SHALL BE PLACED AT A MINIMUM SLOPE OF 1.52. ANY DESCREPENCIES SHALL BE BROUGHT TO THE ATTENTION OF KPFF CONSULTNG ENGINEERS. 17. CONTRACTOR TO FLUSH EXISTING AND NEW STORM SYSTEM WITH WATER AND VACUUM EXISTING CATCHBASINS IF NECESSARY. 18. CONTRACTOR TO CLEAN STREETS AND PAVEMENT AREAS DURING CONSTRUCTION TO INSURE NO REMAINS. STREET SHALL BE CLEANED BY 3 PM DAILY. WATER TRUCKS WILL NOT BE ALLOWED. SEPARATION STATEMENT MATERIAL NOTES 1. MATERIALS SHALL BE NEW. THE USE OF MANUFACTURER'S NAMES. MODELS, AND NUMBERS IS INTENDED TO ESTABLISH STYLE, OUALITY, APPEARANCE. AND USEFULNESS. PROPOSED SUBSTTUTONS WILL REQUIRE WRITTEN APPROVAL FROM ENGINEER AND THE CITY PRIOR TO INSTALLATION. 2. PRIVATE WATER MAINS AND FIRE PROTECTION MAINS SHALL BE DUCTILE IRON PIPE CONFORMING TO AWWA C151, CLASS 52. 3. SANITARY SEWER PIPE SHALL BE PVC PIPE CONFORMING TO ASH 3034 SOR 35, UP TO 15 IN., CONCRETE PIPE SHALL CONFORM TO ASH C14, CLASS 2. 4. CATCH BASINS SHALL BE MANUFACTURED BY PIPE, INC. OR APROVED EQUAL. REINFORCED CONCRETE COLLARS SHALL BE INSTALLED PER DETAIL. 5. STORM SEWER PIPE SHALL BE ADS N -12. UP TO 15 IN.. OR CONCRETE PIPE CONFORMING TO ASTM C14. CLASS 2. ALL WATER MAIN CROSSINGS SHALL CONFORM TO NE CURRENT WASHINGTON STATE DEPARTMENT OF HEALTH. WATER MAINS SHALL CROSS OVER SANITARY SEWERS WIN A 18" MINIMUM CLEARANCE BETWEEN OUTSIDE DIAMETERS OF PIPE WITH ALL PIPE JOINTS EQUIDISTANT FROM CROSSING. HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SANITARY SEWERS IN PARALLEL INSTALLATIONS SHALL BE 1O. MAINTAIN 12" MINIMUM VERTICAL DISTANCE FOR ALL OTHER UTILITY CROSSINGS AND 12" HORIZONTAL PARALLEL DISTANCE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN THE MINIMUM 10' HORIZONTAL SEPERATION, THE WATER MAIN SHALL BE LAID ON A SEPARATE SHELF IN THE TRENCH 16" INCHES ABOVE NE SEWER. EROSION CONTROL NOTES 1. APPROVAL OF THIS EROSION /SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTLInLS. ETC). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND NE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF HE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND PERMANENT VEGETATION /LANDSCAPING IS ESTABLISHED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON HIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING HE CONSTRUCTOR PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR FOR HE DURATION OF CONSTRUCTON. 4. THE ESC FACILITES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITES. AND IN SUCH A MANNER AS TO ENSURE NAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER NE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD. THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE HEIR CONTINUED FUNCTIONING 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN .HE 24 HOURS FOLLOWING A STORM EVENT. 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEOIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. • 9. STABILIZED CONSTRUCTON ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR HE DURATION OF HE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF HE PROJECT. C' RM.AI R NSfpMleere S.W. FNIM Avenue Sulks 2500 Portland, Orepon 97204 5094274261 FAX 509- 227 -7980 PROJECT NO 91,9 DRAWN BY MW WJAUWGO CHECKED EY N RJ6 DATE 1/18/90 REVISOR • PERMIT 5571050/1510N 4./8/98 4/14498 BENNER STANGE ASSOCIATES ARCHITECTS, P.C. moo &W. MAC 11117E 411D D EAR 070-0234 FAX .10-0126 CIVIL NOTES AND DE TALS CITYOFTUKWILA 1998 PEPMRCENTER C1.0 97079 -1 RESURFACING MATCH EXIST. SECTION MIN, 2W' CLASS -'C" A.C. SAWCUT LINE EXIST. A.C._\ DETECTABLE WARNING TAPE FOR NON- METALLIC PIPE BEDDING MANHOLE FRAME AND COVER AS SPECIFIED PgY AREAS UNPAVED AREAS 8 &S—S0 GRANULAR) BACKFILL BACKFILL CLASS 'P 1 BACKFILL) 1 NOTE: I. CLASS '0 BACKFILL SHALL BE COMPACTED IN LANDSCAPE AREAS 2. CLASS 'B' BACKFILL SHALL EXTEND 1' BEYOND CURBS, PAVING, OR GRAVEL SHOULDERS. PLACE CLASS "9" BEFORE CLASS 'A" BACKFILL PIPE BEDDING & BACKFILL NTS 40" I.O. MOUND FOR SETTLEMENT UNLESS OTIIERWSE SPECIFIED OR DIRECTED STANDARD MANHOLE BASE NTS -GROUT FRAME GRADE RING AS REQUIRED REAST CON^ LONE TOP RUNG PREFORMED PLASTIC OR RUBBER RING JOINT MATER AL GROUTED JOINTS , MAY VI BE USED FOR STORM F RUNGS AT L.� PRECAST MANHOLE - - -- ���SECTIONS Fa I 12" BOTTOM RISER I MAX 12" MIN. -- - - - -! 24" MAX, - � ` BOTTOM RUNG �'� - l" MIN I i_ m 112, L ) PRECAST OR CAST IN PLACE BASE. '30 PSI MIN 004C. 12 COMPACTED X GRAVEL OR CRUSHED ROCK TYP. STANDARD MANHOLE DETAIL NTS PACKING MATERIAL TO CONTNN CONCRETE MANHOLE NOTES NTS 1. BOTTOM PRECAST CONCRETE RING SHALL BE SET INTO BASE AND LEVELED AS CONCRETE TAKES ITS INITIAL. SET. MORTAR JOINT TO ENSURE BOND, 2. SET MANHOLE FRAME IN )4" MORTAR. 3. PRECAST CONCRETE MANHOLE RISERS AND TOPS SHALL CONFORM TO ASTM C478 SPECIFICATIONS. 4. SLOPE OF ECCENTRIC CONE SHALL FOLLOW FINISH GRADE. ALL STORM MANHOLES SHALL HAVE RINGS AND CONES SET IN (i" MORTAR; JOINTS SHALL BE MORTARED INSIDE AND OUT AND COATED KITH AN APPROVED CURING COMPOUND. 1 PN00 PIPE PIPE TO BE PLUG DETAIL KTF MAY BE USED SHORT TERM � W/ UTILITY WORK AND W/ / ,- PHASING OF DEVELOPMENT CATCH BASIN BASE SECTION 12 "MAX THICK 3000 P.S.I. CO NC. BASE. TYP. FILTER FABRIC TO BE PLACED UNDER EACH GRATE NTS TROWEL r /FLOOR --:F SMOOTH NOTE: CONTRACTOR TO PROTECT ALL CATCH BASINS IN CONST. ZONE DURING CONST. EROSION PROTECTION �1M EXIST. BACK N0. 5 HOOPS NO. 5 REBAR RFLOW SEDIMENT MANHOLE NTS 8" THICK PRECAST CONE. SLAB `12" CRUSHED ROCK BI010LTETt BAGS 1 AREA DRAIN NTS TO LI WATR, SEPARAT E OR PIPE 510E AS if NOTED ON PLANS TT tY1eoso7 NOTES' 1. DISTANCE MEASURED FOR EH FROM THE BODY OR PORT EXTENDED. STREET UGHT POLES WILL BE MEASURED FROM ELEVATED POLE BASE. 2. SECOND ARC WILL BE MADE TANGENT TO EXIST. 5/W AND THE PREVIOUS ARC. 3. S/W AND CONE. WALL BE BUILT TO THE COT DETAIL RS- SIDEWALK EXTENSION C D City of Tukwila CLEAN-OUT DATE: f (/22/01 • Cit of Tukwila COMMERCIAL DRIVEWAY DATE: Il/V 01 RS CURB RAMP TO BE FLUSH WITH ASPHALT LANDSCAPE CONE. SCUPPER BACK OF WALK BLDG. FACE, OR OBSTRUCTION 3" CLASS "B" AC 6" OF 1" MINUS AGGREGATE BASE COMPACTED SUBGRADE '/t "R BACKFILL TO TOP OF CURB A.C. PAVING AGGREGATE BASE DEPRESSED CURB 1 "R NTS NTS 6' EXP. AC PAVING COMPACTED 0 ¢ SUBGRADE STANDARD CONCRETE CURB CURB RAMP NTS AGGREGATE LEVELING COURSE AGGREGATE BASE 4" THICK CONCRETE SIDEWALK VARIES 2" OF 'J(" -0 AGGREGATE BASE COMPACTED SUBGRADE STANDARD CURB " OFD" -U AGGREGATE BASE COURSE 1 . H CONCRETE SHALL BE 3000 P51, SLUMP RANGE 3" TO 5 ". STANDARD CURB & SIDEWALK 5' IF X > (hp. BOTH SIDES) 6 IF X<4' (TYP. BOTH SIDES) STD. 16' CURB— ED F RAMP TO BE FLUSH AT 5-TT— A.G. PANNE ASPHALT PLAN VIEW - - - CONCRETE .- � SUBGRADE SECTION CURB NOTES 1. CONCRETE SHALL BE 3000 PSI, SLUMP RANGE 3" TO 5 ". 2. RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN. EACH DIAMOND SHALL BE 134" LONG BY (4" 'WIDE WITH THE LONG SECTION AXIS ORIENTED PERPENDICULAR TO THE CURB. THE GROOVES SHALL BE }i" DEEP BY 34" WIDE. LANDSCAPE PLANTER TOP SOIL SCUPPER DRAIN NTS [ CURB END / MATCH TOP OF CURB TIP 61E0. AT PARKING LOT / A C. SECTION A -A /CONC. CURB 2" CLASS "B" AC 4" OF 1' -MINUS AGGREGATE BASE COMPACTED SUBGRADE HEAVY PAVEMENT SECTION LIGHT PAVEMENT SECTION I{T.S NTS Consulting 289Neen 11f B.W. FII2 Avenue Bulls 2500 00 Porllend, Oregon 97204 809-227-9281 FAX 809 -222 -7980 910, DRAWN AWN B JAL/ CHECKED BY DATE PERM REV S ON'I 4/6/98 4 /14AiB BENNER STANGE ASSOCIATES ARCHITECTS, P.C. moo aw. MEADOWS ens ao LNE 01%.0 31 FAX riN W0616 111 ;1 CIVIL DETAILS CRY OF TUEI(WIU CURVE C1 RAD 2 LENGTH 3.14 DEL 90'00'0TA 0' C2 C3 10.00' 20.00' 15.71' 31.42' 90 90'00'00" 030 C4 2.00' 12.00' 2.35 18.70' 6716'13' 694'18" CO5 05 12.00' 12.00' 16.50' 18.90' 68'349'20" 90'39'22' C C6 12.00' 1 0.00' 1 67' .00' 16.02'04'29' 90 CB C9 5.00' 2.00' 10.47 21' 11 92'54'29" 0 011 2.00' 3.00' 3 3.07' 7' 92'05'21" 942'3' C11 1 C13 2.00' 2.00 2.11' 5,1 5.01' 93''22'026" 83 014 014 5.00' 2.00' 7.07' 1.40' 145'15,2'21 91'09'28' C 66 12.00' 12.00 50' 17, 19.67' 183'48'04" " 90'45 ' 01 50 C1fi 01 5.00' 10.00' 2.68' 1208' 119'16'4218 ' 690'00 C19 8 20.00' 2.00' 31.42' 2.55' 90'000'00" 75'5020 021 021 023 2.00' 5.00' 2.65' 0.16' 75'56'20" 16'37'23" 024 025 5.00' 5.00' 16.13' 9.68' 115'56'10 04'06 40 026 027 1.20 2.00' 3.93' 3.63' 100'00'00" 104'03'40' 028 C28 2.00' 2.00 3.61' 3.11 184'00'47 99'10'37 029 2.00 3.1 J' 90'49'23" 12' 19'- 2 TYPICAL 4.6 .O - SEE CURVE DATA TABLE CI FOR MEO NOT0 07 8 57 W C S0090 Sa CO' S 0 e ) e sss e S 30' 9- no 0 020061 8 ) 23401;: 0zb o1 (51 6419'(6) 8'x19 rca. _ Ttp, 0 04 07 rep n29407 ) 19' 19' 6 u ) 1 sos o e TYPICAL U.N 0. SEE CURVE DATA TABLE Cl FOR INFO. 802040 87 55 5 ,02104 ) 78'00 E 29 30' 13.1' 21:� 61.6' IS) 9:: 8 55 53 9` "9 Ly 602'043 ' Fri 29.75' 100' C5° I l _oroirar [ 132.8' N01 E 32 600 SOU THCEN TER qs • PK WY 11•9 s' `�� 1061 19' I 19' 4 I 0 it 2 i I6, fi o 34.00 s a Y N 010226' E CURVE DATA TABLE GRAPHIC SCALE ea s e 8809 1 Con9266Mg Engineers IN S.W. Flrfe Avenue Suite 2000 Portland, Oregon 97204 609 - 222.3251 FAX 509 -222 -1080 1 NO. DRAWN BY e6WJALSEB CHECKED BY DARE 1 /IbMe FEWMON 44/0/98 T SET REVISION 4/14/98 BENNER STANCE ASSOCIATES ARCHITECTS. P.O awo aw.. MOONS NA SATE 430 LAZE OEM CE EOM PAX EDE mP01B6 SITE DIMENSIONAL PLAN c4571% PERMITCENT69 CURVE Cl C2 RADIUS 2.00' 1J.OG' LENGTH 3.14 DELTA 90 90'00'00" 15.71' 3.11' C28 C29 2.00' 2.00' 8910'37" 90 3.17 6.47' C30 031 5.00' 16.00' 74 105'49'36" 29.55' 26.51' C32 C32b 20.00' 30.00' 75 90'07'14" 47.19' 23.35' C33 C44 15.00' 24.87 69'10'37" 104'26'20" 2.54 27.93' C35 C35 24.87 5.00' 93 90 23 7.93' 2.37' C3 C37 6 2.00' 2.00' 67181425" 07'41'74 3.66' 3.63' C39 8 C39 2.00' 200' 104'03'40" 0' 56'20" ' 1 2.65 2.70' ' 2. 040 C41 5.00' 2.00' '14' 1 75 7717'32' 7215' 042 C43 2,00' 5.00 12.1.40' 162'3532 31'2808" C45 046 2.00 2.50' 11.02' 7.85' 1 57'2333' 80'0303" C46 C4 2.00 2.00' 7.85' 1.54' 15200 52'34'57" C45 8 Ca9 5.00' 10.00' 15.3' 15.811' 14020'00" 89 0496 0 12.00' 15.00' 18.83 13.27 89,4 '20" 6 52'06'04" C50 C51 1 5.00 0.00' 13.27 1.72' 141 1" 41 0 05 C53 3 12.00' 200 12.34' 234 10'19" 677 13 66'55'39" C55 C55 10.00' 500' 3.08' 9.77' 04 100 C5 C58 7 3.00' 200' 5.75' 1.44' 15547'48" 55' 4 C5 C59 9 5.00' 5.00' I 9.2' 9.112' 85 104'27'33" t I N 0132'25 E 0 U 1 Z l W O Co I"' Fn n0id o'i' ) 161 (4) T (- 9' .: , ' .. I.. 161 / i N IN } 15'�. 5 w 35 tY' 0307 17 - j PK WY 8 IS 3 02 GO 14.7 25 19' 19' 21 DO 1 35' 5 b I I 90 L" 84.5' el D07'04'071 19' a 19' v 25 19' 19' 25' 1 19' t9' L 25' 19' 19 25' 19 19 - 28 k 1 95 arT ',TYPICAL O.N.O. - - SEE CARVE DATA TAPE 01 FOR INFO. (<) 15) ( )419' 19' 5.5 5 BS 161 C 5 047 0 �i5551 E ' ■ 13' NO2 0 70 26' 0 TTP n.zla « . e 1 5i0i'140 19' 25 TYPICAL U.N.O. SEE CURVE DATA TABLE Cl FOR INFO 5070407 19' I)486 (6),8;61 i S3 C N 1,[55 54 CURVE DATA TABLE GRAPHIC SCALE ( F621 ) 11 n- aa n Oon0WOrq Engineers III S.W. RIM Avenue Suite 1500 Portland. Oregon 97204 5094274251 FAX 503. 227 -7950 PROJECT NO. DRAWN E 66.14/.141../SEES ONECKED BY DATE t /IBNB REVEION PERMIT PET 4 /I4.�96 BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 0000 &W. 1E400E8 w. BATE 430 u1E 0emmq 00 LOOM PAX 37043235 SITE DEMENSIONAL PLAN CITVOViI i%. 99' PERMIT CENTER C21 CURVE C1 RADIUS 2.00 LENGTH 3.14' DELTA 90'00'00 C2 C60 10.00 10.00' 15.71' 9.19 90'00'00" 52'38'15" C61 CAIN 2.00' 10.00' 100' 18.40' 86'01'31 93'58'29" C61c C62 12.00 10.00' 18.78' 14.93' 89'40'24' 35'31'58 C62b C62c 12.00 2.00' 16.92' 130' 9019'36 94'28'02 C63 C 64 2.00' 10.00' 3.36' 14.43' 9614'54" 840'23" 6 C67 6 10.00 12.00' 15.74' 13.66' 89 5 90 0'" 068 L68 2.00' 2.00' 3.15' 2.97' 90'12 0'4543" 85'03'32" CHID COVE 10.00' 1300' 18.53' 18.63' 189'07'58" 95'23'34" C70 COS 10.00' 12.00' 11164' 19.64' 9521'34" 9526'02" COOS C70 14.00' 0.00' 18.85' 6.4 83339'38" 75'49'38" 071 C71 07 20.00 3.00' 26.45' 2 6.62' 74'59'24 175 50'26 C73 3 C74 5.00' 12.00' 6.62' 18.85 75'50 90'5051 C74b C74c 12.00' 300' 16.85 5.45 89'59'59" 104'09'24 bO01 CURVE DATA TABLE GRAPHIC SCALE I !neh 90 It II Coneulldp Engineers III S.W. RIM Avenue Suite 2500 Portland. Oregon 97204 509 - 227.251 FAX 509 -227 -7980 fr W 3 Z W U � CC 2 ce\ Q g z Q "a a PROJECT N0. 9„0,4 DRAWN BY 66H /J41.AIE6 CHECKED BY RJS DATE 1/18/98 REVEION PERMIT SET REVISION 4/6186 4/14/96 BENNER STANGE ASSOCIATES ARCHITECTS, P.C. eaooaw. 5EAM59 W!110 0 PAX ass 070.051®5 SITE DIMENSIONAL PLAN RECEIVES ( - cm aPTDIa+11A ,_ 1 1998 PERMIT CENTER C2.2 SAWCUT AND REMOVE EXIST. CURB AND S/W REMOVE SC RELOCATE F1' SEE EAT. C5.0 SAWCUT LINE 71P. TEMP. CAP EXIST. FP I SEE SHT. C5.0 FOR i COT I I REMOVE SO PLUG EXIST. S TE P. CAP F' REMOVE EXIST - SEE SHT. 05.0 ' EXIST FP Mr GM TO REMAIN SEE ARCH. OWLS FOR LIMITS SEE .MECH. OF BUILD. TO BE DEMO. •. CAP ALL UTILITIES SERVING BUILD. TEMP :PLUG EXIST. S REMVVE CB 'ANI PLUG AS PER D TEMP. C EXIST FP SEE ARCH. DINGS FOR BUILDING DEMOLITION TEMP. PLUG EXIST. SO SEE SHT. C5.0 FOR CONT TEMP. CAP EXIST. 3" W SEE SHT.. C5.0 FOR CONT. SAWCUT AND REMOVE EXIST AC,TTP. REMOVE CB AND TEMP. PLUG . SEE SHT. C5.0 L_J I I _ ), „ ' ' REMOVE EXIST. % I SAWCUT AND REMOVE LI [� EXIST. AC, TYP. r tf REMOVE ELBOW AND TEMP. CAP SEE SHT. C5.0 FOR CONT. .1 1 N 0112 25 E ;SEE ARCH CWGS' FOR LIMITS OF BUILD. TO BE DEMO .CAP ALL UTILITIES SERVING BUILD c _ . - T \x � �4r 1 / �FOR� 0111'. •.y I I I J I SEE SHEET C5,0 j'. FOR AMISS OF a R M DEMOLITION NOTES T. PLUGS OR CAPS FOR WATER & FP LINES SHALL BE OF THE SAME MATERIAL AS LINES. RESTRAIN LINES WITH T.B. FOR MJ & FLG FITTINGS. IF FH TEE BRANCH IS FLO'D THEN T.B. MAT BE ELIMINATED WHERE USING BLIND' FLANGE FOR CAPS. SEE DIMENSIONAL PLAN FOR APPROX. SAWCUT LINES. SAW CUTS TO BE FIELD 'LOCATED BY CONTRACTOR & ENGINEER. IRRIGULAR CUT LINES ARE TO ALLOW FOR FUTURE POSITIVE DRAINAGE. 3. REFER TO SHEET CI .O FOR GENERAL NOTES AND LEGEND. , ConeultIng Engineers 111 S.W. F1110 Avenue Sulle 2000. Portland Oregon 91304 X003- 221 - 3261 FAX 503 - 22,7080 ■ z W NO. 91019 F r 0 z DRAWN BY 66H /JAL /SE13 CHECKED BY ( DATE r FeweAl 5, RE SIGN 4/14M0 SITE DEMOLITION PLAN BENNER STANGE ASSOCIATES ARCHITECTS, P.C. LATE 07079 -7' TEMP CAP FP. S EE SAT. C5.1 OR CONT. ABANDON EXIST. SD IN PLACE SEE MECH. TEMP PLUG 6''S F\ C5.1 SEE SHEET J FOR CONT �' - \.. PLUO EXIST. S PER DETAIL PLUG EXIST. PER DETAIL REMOVE IRR AS SEE LANDSCAPE i PLAN CAP ALL USAGES AT BLDG. SEE ARCH. DWCS FOR UNITS OF DEMOLITION TEMP CAP FP SEE SHT. 5 FOR CONT :' SEE , ELAN. T PLUG EXIST_ $D AIL OVE DRAIN .. REMOVc11R0. AL REMOVE FIT TEMP CAP FP SEE SHE C5.1 FOR CONT. SAWCUT AND REMOVE EXIST. AC AND CONC., TYP. . 1 f1 -.. REMOVE .1: + I y Ir .J P I . I � — T' - L +J EXIST VAULT TO REMAIN ly– I T- SCUT E I r —1 Fl 1.1 E � � Il r -� / " I EXIST I T FH 1 II 11 I I 1 }} { 1 l ■ TO REMAIN / II I T1 PIN LL I IivL r L - 3. REFER TO SHEET C1.0 FOR GENERAL NOTES AND LEGEND. � �I..' 171 1.81 y� � DEMOLITION NOTES 1. PLUGS OR CAPS FOR WATER & FP LINES SHALL BE OF THE SAME MATERIAL AS LINES. RESTRAIN LINES WITH T.B. FOR MJ & FLG FITTINGS. IF FH TEE BRANCH IS FLO'D THEN T.B. MAY BE ELIMINATED WHERE USING BLIND FLANGE FOR CAPS. 2. SEE DIMENSIONAL PLAN FOR APPROX. SAWCUT LINES. SAW CUTS TO DE FIELD LOCATED BY CONTRACTOR & ENGINEER. IRRIOULAR CUT LINES ARE TO ALLOW FOR FUTURE POSITIVE DRAINAGE. GRAPHIC, SCALE SITE' DEMOLITION PLAN RECerveO cmoF rugwu.�. L 1.406 s0 DOnsulWTQ EXMMeers III S.W. FIIM Avenue Suite 2400.. Porde.,, Oregon ,97204 509 -227- 9261,'. FAX 503-12,7990 cc cc W I-- . Z W W (o z Q F z c PFIOJECT NO. DRAY/41 B &GB/JAL/SEE wT XBS08T BY R-16 ( DATE REVIGKIN PERMIT SET 1 4/6/90 REVISION 4/14/98 BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 0600 6.W: A . ,. p LIY� m , OR EOM FAX MD MOND EXIST. VAULTS TO REMAIN ELNCATE' PIVO6DC. SEE SHT C5.2 SAWCUT AND REMOVE I FX'ST. CURS AND S/W , I I. -1 1 REMO CM __- ,�� RUMP CAP FP RELOCATE EH SEE SHT C5 Z ... I ; SAWCUT LINE ,r,/ TYR. 11 n0- 10 . I r I L _J 1 7 1 TER EXIST. FR TO REMAIN REMOVE GM SEE MECH. r -\ SEE ELECT. / FOR LIGHTING •' I I SAWCUT AND L_J REMOVE EXIST -' . REMOVE GM 'SEE MECH. a 77 1 _ k I n . I, ',It !I VAUBTS I TO REMAIN I I I k A i , VAULT 5- T I I l I 4 L I' I - // // -/ r / 0 JI i0 EIAAIN_ - 'L�_ • A FH SEE S HT DEMOLITION NOTES PLUGS OR CAPS FOR WATER & FP LINES SHALL BE OF THE. SAME MATERIAL AS LINES. RESTRAIN LINES WITH T.B. FOR MJ & FIX FITTINGS. IF FH TEE BRANCH IS FEUD THEN T.B. MAY BE ELIMINATED WHERE USING BLIND FLANGE FOR CAPS. SEE DIMENSIONAL PLAN FOR APPROX. SAWCUT LINES. SAW CUTS TO BE FIELD LOCATED BY CONTRACTOR & ENGINEER. IRRIGULAR CUT LINES ARE TO ALLOW FOR FUTURE POSITIVE DRAINAGE. REFER TO SHEET Cl 0 FOR GENERAL NOTES AND LEGEND. CansulRM9 En9&BB) fif S.W. F 290 venue SWfs 2500 Portland. -2 27 -3 8)2D1 303 -Z }) -3251 SITE DEMOLITION PLAN CTYO CEI A F NMRILA SCI" 1 11 199 PERMIT CENIEP CC CD LL. W a H U z l Q ' z `v z i x 0 0 PROJECT NO. DRAWN BY 661VJA1 565 WHORED BY DATE PERM T REVISION III 4/6NB 4/14/96 • BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 6000 aw. FO. p BRIE LAM 011140 PAX 1 1170-0236