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Permit D07-037 - SOUND TRANSIT - WALL #1
SOUND TRANSIT WALL #1 3650 SOUTHCENTER BL D07 -037 Parcel No.: 0043000210 Address: 3650 SOUTHCENTER BL TUKW Suite No: Tenant: Name: SOUND TRANSIT, WALL #1 Address: 3650 SOUTHCENTER BL , TUKWILA WA Owner: Name: REGIONAL TRANSIT AUTHORITY Address: AWN: REAL ESTATE DEPT , 401 S JACKSON ST 98104 Phone: Contact Person: Name: TERRY BEALS Address: 401 S JACKSON ST , SEATTLE WA 98104 Phone: 206 398 -5237 DESCRIPTION OF WORK: CONSTRUCT WALL #1: SEGEMENTED CONCRETE UNIT BLOCK WALL (3.5' HIGH AND 251 LE). PROVIDE PAVING, STRIPING, AND LANDSCAPING WITH IRRIGATION SYSTEM AND PARKING SPACES. Cityif Tukwila �.. Contractor: Name: S C I INFRASTRUCTURE LLC Address: 1508 VALENTINE AVE SE , PACIFIC WA 98047 Phone: (253)218 -0444 Contractor License No: SCIINL *993JA Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us $733,777.00 DEVELOPMENT PERMIT Fees Collected: $8,891.80 International Building Code Edition: 2003 Occupancy per IBC: * *continued on next page ** Permit Number: D07 -037 Issue Date: 07/01/2008 Permit Expires On: 12/28/2008 Expiration Date: 04/03/2010 D07 -037 Printed: 07 -01 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: 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. Print Name: doc: IBC-10/06 City G./Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http://www.citukwila.wa.us Permit Number: D07 - 037 Issue Date: 07/01/2008 Permit Expires On: 12/28/2008 Date: The granting of this rmit does not pr e to give authority to violate or cancel the provisions of any other state or local laws regulating construction or th erformance of . I am uthorized to sign and obtain this development permit. Signature: .�. �'- Date: --- 7` / 7,t)e 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. D07 -037 Printed: 07 -01 -2008 Parcel No.: 0043000210 Address: Suite No: Tenant: 3650 SOUTHCENTER BL TUKW SOUND TRANSIT, WALL #1 1: ** *BUILDING DEPARTMENT CONDITIONS * ** doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us PERMIT CONDITIONS * *continued on next page ** Permit Number: Status: Applied Date: Issue Date: D07 -037 ISSUED 02/06/2007 07/01/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be required. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 7: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 8: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 9: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 12: The handrail along the new sidewalk for the North Parking Lot shall be painted black. 13: Coordinate with the City of SeaTac to ensure that the new sidewalk for the North Parking Lot makes a safe and transition to the sidewalk on the east side of International Blvd. D07 -037 Printed: 02 -25 -2009 Signature: Print Name: doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. 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 work or local laws regulating construction or the permance of wor Date:a/ ` J! D07 - 037 Printed: 02 -25 -2009 Parcel No.: 0043000210 Address: Suite No: Tenant: doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 3650 SOUTHCENTER BL TUKW SOUND TRANSIT, WALL #1 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS * *continued on next page ** Permit Number: Status: Applied Date: Issue Date: D07 -037 ISSUED 02/06/2007 07/01/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until fmal inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be required. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 7: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 8: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 9: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. D07 -037 Printed: 07 -01 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. 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 work or local laws regulating construction or the performance of work. doc: Cond -10/06 . Signature: �` lif � Print Name: ' v / /5"6-f-e Date: 7/7/2 D07 -037 Printed: 07 -01 -2008 CITY OF TUKWIbt' Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Building Permit No. . — Mechanical Permit No. Public Works Permit No. Project No. 1 (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION iP 00 Lf $00 -0o?c 1, f King Co Assessor's Tax No.: 00�f S cOO2.1 Site Address:_ ,(06 ' S eI Atw o t Suite Number: Floor: Tenant Name: PGtrl'T/1Cf*5 Pre(eJv Ed ‘-{ ;etc( , LetC New Tenant: ❑ Yes RI ..No Property Owners Name: S OU PL 4:4 TYa.KScT Mailing Address: 4 a ( S. Sit cie.6O11 sr. S ea:lc City W #4 4'004- State Zip l e r /3 ta[-s Day Telephone: .217, - ? ' 5 Z37 Mailing Address: 4D( 5. crA.ckSOdI ST 5 eaf fie L J19 9kL05F City State Zip Name: E -Mail Address: be445 £'5btr4cl t'Th1 1 • fYCJ Fax Number: 2O(' — 51g' - 5 2.109 I GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page) Company Name: TE3D Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record yew, i rAIe is Company Name: / nn ,^ ,/ Q Mailing Address: `1 P i /I Q 51Y& Sea t& & T S 2(J -! gal / City State r` Zip Contact Person: /C►Irid , e(-C) � �I Day Telephone: 'e- "" & Z'L c i S Fax Number: 0b - I' T 1 E -Mail Address: €TeL Q`1 eco zraiduletis . G ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: P5 T G Mailing Address: 40 ( S. ' .c SOY 6.r Contact Person: I T ealW&htt ,�, �, E -Mail Address: /m trEtti IhatidiSO LrU /t q: \\permits plus\ice changes\pennit application (7 -2004) Revised: 6-8-05 bh Page I Seetkf t. w R W /0 City State Zip Day Telephone: 2C6" — 3 9 / G - 5-( 7 p Fax Number: �s66 , 2,0,/, BUILDING PERMIT INFO1Thrf TION - 206 -431 -3670 Valuation of Project (contractor's bid price): 5.7 /2..7, .• C Q Existing Building Valuation: $ Scope of Work (please provide detailed information): . wait i_t__tf mtil i 4 c.smov %r- uwiA- bbd- , •�':1n I>1 Z� 1. L am. Prou ad s7r �h t /� 9 i x170}1 s 5refot and a c i1 lces- • � y - � y q: \\permits plus\icc changes\pennit application (7 -2004) Revised: 6-8-05 bh Will there be new rack storage? ❑ .. Yes V...No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: {{� aa Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) t�,t�/! *For an Accessory dwelling, provide the following: if /A Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: t t 7 Compact: Handicap: Will there be a change in use? ta.... Yes ❑ ..No If "yes ", explain: I bi 1 C S - rr IJI f W low lard 9 FIRE PROTECTION /HAZARDOUS MATERIALS: ❑.. Sprinklers ❑..Automatic Fire Alarm ❑..None ❑..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0.. Yes . No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material afety Data Sheets. Page 2 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC ta Floor 2' Floor 3` Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFO1Thrf TION - 206 -431 -3670 Valuation of Project (contractor's bid price): 5.7 /2..7, .• C Q Existing Building Valuation: $ Scope of Work (please provide detailed information): . wait i_t__tf mtil i 4 c.smov %r- uwiA- bbd- , •�':1n I>1 Z� 1. L am. Prou ad s7r �h t /� 9 i x170}1 s 5refot and a c i1 lces- • � y - � y q: \\permits plus\icc changes\pennit application (7 -2004) Revised: 6-8-05 bh Will there be new rack storage? ❑ .. Yes V...No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: {{� aa Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) t�,t�/! *For an Accessory dwelling, provide the following: if /A Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: t t 7 Compact: Handicap: Will there be a change in use? ta.... Yes ❑ ..No If "yes ", explain: I bi 1 C S - rr IJI f W low lard 9 FIRE PROTECTION /HAZARDOUS MATERIALS: ❑.. Sprinklers ❑..Automatic Fire Alarm ❑..None ❑..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0.. Yes . No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material afety Data Sheets. Page 2 PUBLIC WORKS PERMIT FORMATION - 206 -433 -0179 Scope of Work (please provide detailed information): v 4.e 7, i /r nzta Acr15ea(h cvl5 /.ea/ S •rrrtit dr)4 s y .5Topx Water District ❑ ...Tukwila ❑ ...Water Availability Provided Please refer to Public Works Bulletin #1 for fees and estimate sheet. ■i ... Water District #125 Sewer District ❑ ...Tukwila ValVue ❑ .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): El ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance Ef ...Construction/Excavation/Fill - Right -of -way Non Right -of -way x ...Total Cut cubic yards ...Total Fill cubic yards ❑...Sanitary Side Sewer ,...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public _ ❑ ...Water Main Extension Public _ q: \\permits plus\icc changes\pennit application (7 -2004) Revised: 6-8 -05 bh » » Call before you Dig: 1- 800 -424 -5555 ❑ .. Abandon Septic Tank g .. Curb Cut .. Pavement Cut ❑ .. Looped Fire Line WO# WO# WO# Private Private Page 3 ❑ .. Highline ❑ .. Geotechnical Report ❑ .. Work in Flood Zone Storm Drainage ❑ .. Renton ❑ .. Maintenance Agreement(s) ❑...Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ ...Traffic Impact Analysis ❑ .. Grease Interceptor ❑ .. Channelization 15t Trench Excavation .. Utility Undergrounding ❑ ...Deduct Water Meter Size >' FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: State Zip Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator — Comm/Ind Other Mechanical Equipment MECILANICAL PERMIT INFORMATION - 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION 1\1 /A Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas .... ❑ Other: Indicate type of mechanical work being installed and the quantity below: PERMIT APPLICATION NOTES Applicable to all permits in this application 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 grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTI r THAT I HAVE ' . , D AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PE' ' RY BY THE LA F THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDIN OWN' ' OR AUTHORI s • r 'NT: Signature: Date: # 7/4'& 7 7 Print Name: /' ' G Day Telephone: d OG 3/ d S ;D 7 Mailing Address: Date Application Accepted: al out og— Date Application Expires: c a Staff Init`al 1 q:tlpermits plus\icc changes\pennit application (7 -2004) Revised: 6-8 -05 bh Page 4 City State Zip QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 —100 $23.50 101 -1,000 $37,00 1,001 — 10,000 49.25 10,001 — 100,000 $49.2 or 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 - 200,000 $269.75 for lsr 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. fl 15 -i I4 5 t-e 7OfJ A IJO- r tc rwat5E Lit . difrI BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME 5001,4 I F21t S (r C 7Gq PERMIT # 13 ' - v - 1 C 3 - EMPrOVr- MG:1(S1 N, PA2O LOT If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement Cate o Mobilization Zip 000 . Ob Erosion prevention 24 � 9 L{„ On Water /Sewer /Surface Water Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) 5. Enter total excavation volume Enter total fill volume Use the gr eater of the excavation and fill volumes. GRADING Plan Review and Permit Fees Approved 09.25.02 Last Revised Jan. 2006 1 cubic yards cubic yards 0 _W i`q- 5v _ II 0 • Use the following table to estimate the grading plan review and permit fee. $250 (1) $ 4 $ (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ /R. (2l a gf The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. (4) CI"YOFTUKWILA FEB 05 ?007 PERMITCENTER ab-1- QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 -100 $37.00 101 — 1,000 $37.00 for l 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 $194.50 for 1 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for l 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B +C +D) $ // Wi 5, (6) 7. Pavement Mitigation Fee $ OA (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. Approved 09.25.02 Last Revised Jan. 2006 2 $ (8) WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2006 — 1231.2006 Total Fee 0.75 $600 $4648 $5248 1 $1100 $11620 $12720 1.5 $2400 $23240 $25640 2 $2800 $37184 $39984 3 $4400 $74368 $78768 4 $7800 $116200 $131790 6 $12500 $232400 $244900 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F. Transportation Mitigation $ G. Other Fees $ Total A through E $ (9) Total A through G' $ (10) DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ /7 q57.31? ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. Approved 09.25.02 Last Revised Jan. 2006 0.75" 2.5" $300 $ 1,000 Temporary Meter 3 Parcel No.: Address: Suite No: Applicant: Receipt No.: R09 -00322 Initials: JEM User ID: 1165 Payee: 0043000210 3650 SOUTHCENTER BL TUKW SOUND TRANSIT, WALL #1 SOUND TRANSIT TRANSACTION LIST: Type Method Descriptio Payment Check 00076102 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us ACCOUNT ITEM LIST: Description Account Code PLAN CHECK - NONRES 000/345.830 RECEIPT Amount 58.00 0905601 -1 0084 02/25/2009 001 101 DCD Permits Plus - General Fund $58.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $58.00 Payment Date: 02/25/2009 02:14 PM Balance: $0.00 Current Pmts 58.00 Total: $58.00 D07 -037 ISSUED 02/06/2007 07/01/2008 doc: Receipt -06 Printed: 02 -25 -2009 Payee: SOUND TRANSIT TRANSACTION LIST: Type Method Descriptio Amount Payment Check 00071540 101.18 ACCOUNT ITEM LIST: Description doc: Receiot -06 BUILDING - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 0043000210 Permit Number: D07 -037 Address: 3650 SOUTECENTER BL TUKW Status: APPROVED Suite No: Applied Date: 02/06/2007 Applicant: SOUND TRANSIT, WALL #1 Issue Date: Receipt No.: R08 -02344 Payment Amount: 5101.18 Initials: WER Payment Date: 07/01/2008 09:41 AM User ID: 1655 Balance: $0.00 Account Code Current Pmts 000/322.100 101.18 Total: $101.18 4304 07/01 9711 TOTAL 1895.68 Printed: 07 -01 -2008 Doc: RECSETS-06 RECEIPT NO: R08 -00636 Initials: User ID: 1165 Payee: SOUND TRANSIT City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us SET RECEIPT SET ID: 0306 SET NAME: SOUND TRANSIT SET TRANSACTIONS: Set Member Amount 1 << 5, 289.56 D07 -038 4.50 D07 -039 216.00 D07 -040 534.47 TOTAL: 6,044.53 TRANSACTION LIST: Type Method Description Amount Payment Check 00059766 - 6,044.53 TOTAL: 6,044.53 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 5,285.06 000/345.830 741.47 000/386.904 18.00 TOTAL: 6,044.53 Payment Date: 03/06/2008 Total Payment: 6,044.53 TOTAL w J . >'�5 may: rte i' ;.tTf''t.. ,..- , ..: U5 Doc: RECSETS -06 RECEIPT NO: R07 -00168 Initials: User ID: 1165 Payee: SOUND TRANSIT SET ID: S000000685 SET NAME: SOUND TRANSIT WALLS SET TRANSACTIONS: Set Member Amount 1 3 , 501 .06 D07 -038 89.56 D07 -039 335.40 TOTAL: 3,926.02 TRANSACTION LIST: Type Method Description Amount Payment Check 00052196 3,926.02 TOTAL: 3,926.02 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206-431 -3665 Web site: http: //www.ci.tukwila.wa.us SET RECEIPT Account Code Current Pmts 000/345.830 3,926.02 TOTAL: 3,926.02 Payment Date: 02/06/2007 Total Payment: 3,926.02 Project: ^ c . A A_ Type of Ins etion: Address: -- a .. , r S N©rte p kn,, Date Called: Special Instructions: / Date Wanted: - 7-/4 "o1 p.m. Requester: Phone No: Inspect INSPECTION NO. INSPECTION RECORD Retain a copy with permit po'1- o3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 AA (Date: 1 - /4 - ❑ $60.00 REINSPECTION FEE RE 1UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Approved per applicable codes. El Corrections required prior to approval. COMMENTS: pr AT (O t / !e P 'Receipt No.: 'Date: Project: DtJ✓�l� r 1 r G� T. ! Type ofspectio : , c ' �� �j 7'7✓.. L>. --) Addres 3(65 S 6 B vio , Date Called: / Special Instructions: �' ► st `( P ? Date Wanted: ' O ' v Requester: Phone No: 7o (0, 7 ?a - 11V7 A IL � o9 -o3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. orrections required prior to approval. COMMENTS: vvtfV1 .r e-SC.Il1ote t` , I (JLA...4' \ Date: ❑ $60.00 REINSPECTION FEE REdUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: `Date: Project: F,fr }��-'k sh ' Lo '1' Type of Inspection: I" liimn in Address: Date Called: 7/? /( Special Instructions: Date Wanted: Req ster: Phone No: 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit b &7 7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 E Approved per applicable codes. ['Corrections required prior to approval. COMMENTS: J lnspector: avi's ID-1k El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Projec : n Type of nspection: Addr s s: 3450 5c 31v0 Date Called: _ Special Instructions: M �rm :4 ` J P • Date Wanted: _ " y , . 6-4-01 p.m. Requester Phone L — 930 — 1 2 2 r i INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. COMMENTS: ffas'ICf vt, Y fn mci- �p a/074 a ed,141 g, Inspector: ja Corrections required prior to approval. Date: / n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: COMMENTS: 4% Address: 3(3O S� ��v4 Date Calle f) vu L '� Special Instructions: f 6 Je: k Requester: Phone No: 9A -& — / 22. 7 _, D c A■ , 11 r7 I (� AoQ.. re Jac ' s n - i D-el t Pf r i t r D AI 1 1 1 5l's-(k ( LAS ( 1 nP , /. n \knT / e t 1 I, t Project - 1 - 1/04 J / Type of. Inspectip .. N Address: 3(3O S� ��v4 Date Calle f) vu L '� Special Instructions: Date Wanted: CO " 3 ' d 1 —.1413-'' Requester: Phone No: 9A -& — / 22. 7 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (Insp tor: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. IiZ (206)431 -3'6 0 Corrections required prior to approval. 40 Date: to - 3 - El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: vinho COMMENTS: Type of Inspection: Al' l! Z r ,) / �0// 1- 4 /r . evv 1,70/,k !i �r4,Ztl /1r ✓ cis( / .vSle& A61J Ail) ('A OF CP7- .m Requester: � 2 //I4//v /v / `.. (-, / - /iv / L e /Tr,/ 07. 1.54 116 I 1 Pro (M( //WAX —� W Type of Inspection: Al' l! Z r ,) / Address: 3 C4) Sd)/i4eviv 4 L. Date Called: Special Instructions: ( 7 , i // 4/74(/— Date Wanted: , ) .m Requester: Phone No: , o 6 -7. ?o — /277 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. Corrections required prior to approval. spect INSPECTION RECORD Retain a copy with permit 7-03 I Date: ll / 2 V / PERMIT NO. I; (206)431 -3670 0 REINSPECTION FEE R QUIRE Prior to inspection, fee must be d at 6300 Southcenter Blv, Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Sound Transit S 154t st. North Lot FELE COPY STRUCTURAL CALCULATIONS CALCULATIONS INCLUDED: Pages 1 to 16 These Calculations cover the design of concrete retaining walls. EXPIRES 1/31/ 08 1 k•ff Tukwila, Washington Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 KPFF Project No. 1 November 27, MEIVED CITYOF WItA FEB 06707 PERMITCENTER — REVIEWED D CO COMPLIANCE D E APPROVED JUN 13 2 City Of Tukwila BUILDIN DIVISION 910>>� EEB 2001 41a. WOW:A Design Criteria Wall Map Table Of Contents 1 2 Wall Design: Wall #2 3 Wall #4 4 WaII #4 & #3 8 WaII #3 13 Consulting Engineers 1601 Fifth Ave. Suite 1600 Seattle, WA 98101 (206) 622 -5822 Fax (206) 622 -8130 project location client by MPrr kr date O1/1/C4 sheet no. job no. 'Mon N LT • coo re- or lre f--)0,c4v L • 5000 Qs: • 4 • h),at..-L 9 • S G,ovov P,s • 2 S L' I-- - H ,1' -orb T U Sup /24 7 Pk No WM' 14C(C5i 7. PrVft cc+ r, • So L.001-0 bou 4 i . c,�n���" -u 7�.e:5.1 p/: UnJp sr1LA- "oe, o L'4uw. Fi-t'w p2a>.r• '. p, 1 >.0e ACS /SIne•Je.fj tJ Vt It 7,d r 1• J cr S f+ (-3‘ t w' I u' c- k-J 4 ?o-Arr SUB, Nlx a3 ,sLuf•'u '7t.+ r4tC ate-. r e Pdt6 "/t.Tay Consulting Engineers 1601 Fifth Ave. Suite 1600 Seattle, WA 98101 (206) 622 -5822 Fax (206) 622 -8130 project (5 location client PAL-L PAA-p by Aft r date "� /2.-4 sheet no. 2 job no. Z .wAL-ctz hJAIA- 't 3 Consulting Engineers 1601 Fifth Ave. Suite 1600 Seattle, WA 98101 (206) 622 -5822 Fax (206) 622 -8130 * f u v o eratt, 1 , 0 6 el 14 eZ . A.1(3 c- _ P e ✓7 '4 H f 1)A o , l /.L. - yv 2v O/ V%. s 4 1 ) , J 1 ; 2.c>6 4 - 0 1 `` Z — SP(.710.. n i project 5, 1 5 location client 3 3 µ -j = V N 0- Us 1+-- Z_S 'ca.-0N T CID r SD),- P:4551.04 cIp f I Mm = V GVpa_ c• ,..1 R2._ by AA Rif date ,7JIi. sheet no. job no. 12 Consulting Engineers 1601 Fifth Ave. Suite 1600 Seattle, WA 98101 (206) 622 -5822 Fax (206) 622 -8130 project location client S by/4V —rF date 5 /'66 sheet no. job no. ,=66T+ W.t A ; -j e , i/-1 r2.1 or CPC WD/I -S i G '� v /// * 3 j rn . 1- 1) Se- 44VAJ. -r r s 4# t, fZ6Tr4 .n/ir,� I 3 Soac,. j,) 6? ,..)14...“ 4 - WALL t� 7 - Ao ` toe rr OF rtZ11 7Au.. _ 3S u s° t� 'i'j cr -et 1/4) p"( iASC /UL Ut ?y , ZSV / ALL() wa v c t( so /4- fw ?sr KPFF Consulting "Engineers - - Seattle Detail Code::IBC:2003 #5 bars @ 18 in IES QuickRWall 0.67 ft Project Title Description of the project is displayed here. 8 in Oft 2.67 ft 5 /l /a 4.33 ft 12 in #5 bars @ 18 in 5.33 ft Page 1 of 1 Friday, May 05, 2006 11:11 AM KPFF Consulting "Engineers Seattle Code: `.IBC:2003 Assumptions Restrained Against Sliding Neglect Bearing @ Heel Use Vert. Comp. for OT Use Vert. Comp. for Sliding Use Vert. Comp. for Bearing Use Surcharge for Sliding & OT Use Surcharge for Bearing Neglect soil over toe Neglect Backfill Wt. for Coulomb Factor Soil Wt as Dead Use Passive Force for OT Assume Pressure to Top Stability Criteria Required F.S. for Overturning Required F.S. for Sliding Allowable Bearing Pressure Req'd Bearing location 'otechnical %ow/ Friction Caefficenl Wall Friction Angle forces on Wall Weights Wall weight Soil weight Stability Checks Sliding Sliding force Resisting force Ratio Overturning Overturning moment Resisting moment Ratio Bearing Pressure Max pressure Max/allowable ratio Location 0.46 :1 No Yes Yes Yes Yes Yes Yes No No Yes Yes Yes 1.50 1.50 2000 psf Under footing 0.35 25° Load Combinations Checked 1.4D 1.2D + 1.6H 1.03 MI 1.37 klft 0.65 k/ft 0 '7 kill 1 (fails) 1.25 Ur/ft 5.24ft ir/fl 4.20:1( 924.9 psf Middle third Project Title Description of the project is displayed here. Loads Backfill Retained Height Slope Gamma (weight) Use Equiv. Fluid Pressure (EFP) Equiv. Fluid Density Has Water in Backfill Passive Pressure @ Toe Calculation Method Equiv. Fluid Density Gamma (weight) AP* Only bkey Overburden Depth To Ignore Surcharge (Uniform) Surcharge Type Surcharge (Line /Strip) Type Axial Load Apply Axial Load On Stem Lateral Load Apply Lateral Pressure To Stem Seismic Loading Has Backfill Seismic Load }lee, Checks Heel As (prov) As (min) (not req'd) Shear (Vu) Shear (phiVn) Flexure (Mu) Flexure (phiMn) Req'd Ld SO 2.83 ft 18.43° 114.6lbf/t' Yes 40 lb/ft' No EFP 250lblft' 100 lb/ft' No 1ft None None No No No Act ive/Passive/Bearing/Friction 250 psf i, III.."- 924.9 psf 24 in #5 bars :Cc 18 in 0.5 ft 2.83 ft 24 In 278.7 p s2 f 8.9 psf #5 @ 18 in 0.13 i 8 in 1 0.67ft 2.67 ft 4 ft 1 0.84 k/ft f ld t k/ft 4.33 ft 12 in #5 bars rig: 18 it Active /Pass ive /Bearing /Friction Toe Checks Stem Checks Toe Flexure OK? Yes 0.207 in'/ft As (prov) 0.207 in'/ft Shear OK? Yes 0.388 in'/ft As (min) (not req'd) 0.347 in'/ft Min. steel OK? Yes 2.04 kilt Shear (Vu) -0.06 k/ft Base devebpment OK? Yes 11.03 k/ft Shear ( phiMn) 9.89101 All bar cutoffs OK? Yes 0.6 fl k/ft Flexure (Mu) 0.19 Ur/ft All bar splices OK? Yes 8.87 ft frill Flexure ( phiMn) 7.94 ft frill 1.19 ft Req'd Ld 1.19 ft T IES QuickRWall Page 1 of 2 Friday, May 05, 2006 11:11 AM 5.33 ft KPFF Consulting Engineers -- Seattle Code: :IBC 2003 IES QuickRWall Project -fide "Description of the project is displayed here. Combination: 1.2D + 1.6H 4.33 3.79 3.25 2.71 2.17 (ft) 1.62 1.08 0.54 -0.17 0.67 1.5 2.33 3.17 4 Olin (ft's) Offset Mu phi Mn Vu phi Vn As d ft ft let ft *4t Mt Mt in'At in 0 0.6 3.29 0.47 4.2 0.207 3.69 3.15 0 3.29 0.02 4.2 0.207 3.69 Page 2 of 2 Friday, May 05, 2006 11:11 AM Consulting Engineers 1601 Fifth Ave. Suite 1600 Seattle, WA 98101 (206) 622 -5822 Fax (206) 622 -8130 project - 'Y location client 1r�Al.� 5 -r 3 L y - by MfcV h' date 61.516 sheet no. S Job no. • whoY -i r7cc.0 /z • `N (3L 1c e 4 /# - L'S /13 (..IDd J "i (,ASO C eC1c S(,t0PVci 7AS5100 . .0(2..1 ,- S) = !G l jpr 5LIvpvcc 'riiLGU 1 !Xlr'44 + 7. J` CS - 3•92 r 1.4.03 " / . 5 Utz T r . & I , `O' -0 ��)�t ��u ° /f1� ° /��� +'iL � IT°`l. LS) ' l5 /4/r/ Y " L SU /Fr /°. lbJ)(/ - Y') = /s11 71) /•7 / " /Pr - . A S ` ) /Pr (>%L 0(2. •5) _ / J' 1/.4.)) _ , 2S' /or WH I51.°/r. ( " /4.)4j) ' /S-(1.7 )) I,/ 6 'VIP , I.4.4 _ // " /rrs slat) / /Sl/o) 1. /S is/ rr hJ� a / /( /r' (9111 4 ttS('I>_Y3'Y.P) = /s(2 ) + its (1 .r) - 3lI' /r OA ' L(_ PC( I G..- -' N 4 /G. k '�- PJ A C.t_. 54-101 i-- co- bcr1.0 frQQC- ,SLlgiivc, 1 r2Lrs afar ,S on /1SSv p"'u', 1G b ct.s , EAr r v,oln t Df— CM-) r LW fs is 0 v Por 1 L. 'TOTAL i.d.1/ 4 1, -. do + ,3T(0.) + 1.5( 4- . 1,4- f f t 1.11 t3.I) r 3. fit "/P'• KPFF Consulting Engineers -- Seattle Code: IBC 2003 Detail t5 bars @j 12 in Oft 1 10 in Project Title Description of the project is displayed here. 6.33 ft #5C12in 10.16 ft 10 in 2 ft add'I backfill (surchar 3ft sirqi I -U 8ft 15 in #5 bars @ 12 it IES QuickRWall Page 1 of 1 Friday, May 12, 2006 11:00 AM KPFF Consulting Engineers -- Seattle Code: IBC 2003 Assumptions Restrained Against Sliding Neglect Bearing @ Heel Use Vert. Comp. for OT Use Vert. Comp. for Sliding Use Vert Comp. for Bearing Use Surcharge for Sliding & OT Use Surcharge for Bearing Neglect soil over toe Neglect Backfill Wt. for Coulomb Factor Sot Wt as Dead Use Passive Force for OT Assume Pressure to Top Stability Criteria Required F.S. for Overturning Required F.S. for Sliding Allowable Bearing Pressure Req'd Bearing Location ' otechnical Friction Coefficent Wall Friction Angle No Yes No Yes Yes Yes Yes No No Yes Yes Yes 0.35 25' toad Combinations Checked 1.40 1.2D + 1.6L + 1.6H Forces on Wall Surcharge Lateral Force Weights Wall weight Soil weight Stability Checks Sliding Sliding force Resisting force Ratio Overturning Overturning moment Resisting moment Ratio Bearing Pressure Max pressure 802.8 psf Max/allowable ratio 0.40: 1 earing Location 0.82 k/ft 3.0314 3.55 k/ft 2.92 k/ft 3.18 k/lt 09:1(fai 1.50 1.50 2000 psf Middle third 11.38 ft k/ft 49.68 ft *fit 4.37:1(OK) Middle third Project Title Description of the project is displayed here. Loads Backfill Retained Height Slope Gamma (weight) Use Equiv. Fluid Pressure (EFP) Equiv. Fluid Density Has Water in Backlit Passive Pressure @ Toe Calculation Method Equiv. Fluid Density Gamma (weight) Apply Only to Key Overburden Depth To Ignore Surcharge (Uniform) Surcharge Type Surcharge Depth 2 ft Surcharge (Line /Strip) Type Axial Load Apply Axial Load On Stem No Lateral Load Apply Lateral Pressure To Stem No Seismic Loading Has Backfill Seismic Load No Heel Checks Heel As (prov) As (min) [not req'd] Shear (Vu) Shear (phiVn) Flexure (Mu) Flexure (phiMn) Req'd Ld 7ft 18.43' 114.6 40 lb/ft' No EFP 2501b/ft 100 IMP No 1ft 562.5 psf 628.4 psf Add'l Depth #5 bars r' 12 in None Active/Passive/Bearing/Friction 802.8 psf 27 in 410 psf @12in 10 in 0.63 k/ft vim+ 't eru 12_ 5.22.57 k/ft 10 in L T 8ft Active /Passive /Bea ring /Friction i 2.1 Mt ,3.42ft 1 '2.55 k/ft Toe Checks Stem Checks Toe Flexure OK? Yes 0.31 h f/ft As (prov) 0.31 ins/ft Shear OK? Yes 0.507 ins/ft As (min) (not req'd) 0.467 ins/ft Min. steel OK? Yes 5.27 kat Shear (Vu) 3.05 k/ft Base development OK? Yes 12.51 k/ft Shear ( phiMn) 11.52 kRt All bar cutoffs OK? Yes 8 ft kilt Flexure (Mu) 9.56 ft kill Al bar splices OK? Yes 17.28 ft k/ft Flexure ( phiMn) 15.88 ft k/ft 1.78ft Req'd Ld 1.37ft iv IES QuickRWall Page 1 of 2 Friday, May 12, 2006 11:00 AM 9 4- 15 in 1 T #5 bars (a 12 in KPFF Consulting Engineers -- Seattle Code: IBC 2003 Combination: 1.2D + 1.6L + 1.6H 2 4 6 8 10 1� ( Inn (ft'Wft) Project Title Description of the project is displayed here. • 1• V v V 5 )11-1D 8 Offset Mu phi Mn Vu phi Vn As d If ff fet ft Mt M1 Mt in=At in 7 0 9.56 10.3 3.07 7.58 0.31 7.69 6 6.63 0.15 10.3 0.24 7.58 0.31 7.69 5 4 (ft) 3 2 1 IES QuickRWall Page 2 of 2 Friday, May 12, 2006 11:00 AM Consulting Engineers 1601 Fifth Ave. Suite 1600 Seattle, WA 98101 (206) 622 -5822 Fax (206) 622 -8130 project S i •-/ location client by ✓1/1 2 ∎.. r- date Si_< /0 sheet no. ( job no. LHtc Y,.,O&J r>t,. Arsnt. EEO > )^. )10 pug i* Veil )4,1-.-W Sv,Z e • f}1 e o r T S Lj O�N4 goy �IZ ✓!; LOIN 0inia- PL AN $v p r( (F[on. O � ( /LO . [ A- c nui. - Y Le T J n) /4-"1". z rwJLMY+ki_ / 1 / / K_ ltiu, / , i. / / My, (o rwL. "1 = l. b(.-7'xt°pi /)(1 tL jING.. e.^P6t r 7 y-1-- &.) 4 - )3 k .13i.4? 2- 2 6 k-1- ? . 67.E �It Consulting Engineers 1601 Fifth Ave. Suite 1600 Seattle, WA 98101 (206) 622 -5822 Fax (206) 622 -8130 project ) .S t i 1 1 location c PUAt-L. 412 - .St-r, v,✓ C.i bYMETIF vrr date6/5/0 6 sheet no. !3 job no. (,1vt} of -4 3 7 I I Tv 6 i i S(�u19 ( ✓H C Sec Ti Uri Pr ws►) Cot) ,v 1.t1 •• V- eV? O.A,rvl/NJ SC., Ff Ltfi Vpr l u N 2 Appj .0N SL) - t( I/cr(y Con. 4 on) $1/e1-4 IC LeS 337 333 6 330 w I -L PeS / h•ry /tit k ✓t <<< F SAL` (i�vtu so IL fees:5 - L /cytr< Pass hag , p r f /kG LUW Ri L d 256444,6, : Zce,c.) r f • c'.)t Ihn+ 'rya, A Z i3 co t+T, AV(h sr¢A,n 33cl't 337 r 333 G " L Y.6 .So,,_ AT 1 • KPFF Consulting Engineers -- Seattle Code: IBC 2003 Detail t5 bars @ 18 in Oft IES QuickRWall 10 in Project Title Description of the project is displayed here. #5 @ 12 in 3.42 ft 2.75 ft 7ft 10 in 2 ft add'I backfill (surchar I ' L 4Z- I / T 5ft 15 in Page 1 of 1 Friday, May 12, 2006 11:01 AM #5 bars @ 18 ii KPFF Consulting Engineers -- Seattle Code: IBC 2003 Assumptions Restrained Against Sliding Neglect Bearing @ Heel Use Vert. Comp. for OT Use Vert. Comp. for Sliding Use Vert. Comp. for Bearing Use Surcharge for Sliding & OT Use Surcharge for Bearing Neglect sot over toe Neglect Backfill Wt. for Coulomb Factor Soil WI as Dead Use Passive Force for OT Assume Pressure to Top Stability Criteria Required F.S. for Overturning Required F.S. for Sliding Allowable Bearing Pressure Req'd Bearing Location sotechnical Friction Coefficent Wall Friction Angle Forces on Wall Surcharge Lateral Force Weights Wall weight Soil weight No Yes No Yes Yes Yes Yes No No Yes Yes Yes 1.50 1.50 2000 psf Under footing 0.35 25° load Combinations Checked 1.4D 1.2D + 1.6L + 1.6H $tabiiity Checks Sliding Sliding force Resisting force Ratio Overturning Overturning moment Resisting moment Ratio Bearing Pressure Max pressure 679.3 psf Maxlalbwable ratio 0.34 :1 tlf earing Location 0.53 Mt 206 Mt 1.9 kilt 1.42 k/ft 224 k/ft 1.58 :1(0K) 3.75 ft 1Jft 19.87 ft MI 5.29:1(OK) Middle third Project Title Description of the project is displayed here. Loads Backfill Retained Height Slope Gamma (weight) Use Equiv. Fluid Pressure (EFP) Equiv. Fluid Density Has Water in Backfill Passive Pressure @ Toe Calculation Method Equiv. Fluid Density Gamma (weight) Apply Only to Key Overburden Depth To Ignore Surcharge (Uniform) Surcharge Type Surcharge Depth Surcharge (Line /Strip) Type Axial Load Apply Axial load On Stem Lateral Load Apply Lateral Pressure To Stem Seismic Loading Has Backlit Seismic Load flee! Checks Heel As (prov) As (min) [not req'dJ Shear (Vu) Shear (phiVn) Flexure (Mu) Flexure ( phiMn) Req'd Ld Active/Passive/Bearing/Friction 3.5 ft 18.43° 114.6 lb/It' Yes 40 loft' No EFP 250lb/It' 100 tb/It' No 1ft Add! Depth 2ft None No No No 45 bars C18m Oft F- 10 in 3.42 ft 27 in J_ 0.5 ft -1 3.5 ft 27 in #5 @12in 10 in YEFP = 250 lb/ft 2 ft add/ bact0pglinche I. Act ive /Passive /Bearing /Friction 0.63 t tvi[ i `'�P i 1.61 k/ft 3.5• A.b�k/ft e Toe Checks Stem Checks Toe Flexure OK? Yes 0.207 in=rff As (prov) 0.207 in'/ft Shear OK? Yes 0.507 left As (min) [not req'd] 0.467 in'/ft Min. steel OK? Yes 3.49 kilt Shear (Vu) 1.2 Mt Base development OK? Yes 14.44 klft Shear (phiVn) 13.31 kilt At bar cutoffs OK? Yes 257 ft MI Flexure (Mu) 2.57 ft Mt At bar splices OK? Yes 11.66 ft 4tlft Flexure (phiMn) 10.73 Haft 1.54 ft Req'd Ld 1.19 ft 5ft 15 in #5 bars ,<_".18in 18.43° YEFP = 40 Ib /ft 0.89 k/ft 2.22 ft IES QuickRWall Page 1 of 2 Friday, May 12, 2006 11:01 AM KPFF Consulting Engineers -- Seattle Code: IBC 2003 IES QuickRWall -2 0.33 Project Title Description of the project is displayed here. Combination: 1.2D + 1.6L + 1.6H 5 Offset Mu phi Mn Vu phi Vn As d ry ft //t (1411 kMt kilt in'At in 4.38 0 2.57 10.41 1.29 8.75 0.31 7.69 3.75 3.81 0.09 10.41 0.17 8.75 0.31 7.69 3.13 2.5 (ft) 1.88 1.25 0.63 2.67 5 7.33 9.67 1P 4 Mn (ft'wft) Page 2 of 2 Friday, May 12, 2006 11:01 AM 05 -04 -2009 TERRY BEALS 401 S JACKSON ST SEATTLE WA 98104 RE: Permit No. D07 -037 3650 SOUTHCENTER BL TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 06/26/2009 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, c e 4 Bill Rambo Permit Technician xc: Permit File No. D07 -037 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 04 -02 -2009 TERRY BEALS 401 S JACKSON ST SEATTLE WA 98104 RE: Permit No. D07 -037 3650 SOUTHCENTER BL TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 05/23/2009 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, 9 (- Bill Rambo Permit Technician xc: Permit File No. D07 -037 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 November 18, 2008 Terry Beals Sound Transit 401 S Jackson St Seattle, WA 98104 -2826 too *re City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Request for Extension Development Permit No. D07 -037 Sound Transit Wall #1 — 3650 Southcenter BI Dear Mr. Beals, This letter is in response to your written request for an extension to Permit No. D07 -037. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending the expiration date of your permit an additional 180 days, through June 26, 2009, as requested. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, er Marshall t Technician File: Permit No. D07 -037 P :1Permit Center&Extension Letters\Pemnts\20071D07 -037 Permit Extension.doc 1em 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 SOUNDTRANSIT November 6, 2008 Mr. Bob Benedicto Building Official Department of Community Development City of Tukwila 6300 Southcenter Boulevard, Suite # 100 Tukwila, WA 98188 Dear Mr. Benedicto, Sinc y, Terry B Link Light Rail Permit Manager (206) 398 -5237 C: Brenda Holt, City of Tukwila Ginger Ferguson, ST RE LDCC (CM1430; C759) !l13Dff Permit Extension Request for DCD Permit D07 -037, Wall # 1, Contract C759 Pursuant to IBC 2006, § 105.5, Sound Transit respectfully requests a 180 day extension for the following City of Tukwila DCD permit: 1. Building Permit (Wall # 1): D07 -037 The expiration date for permit D07 -037 is scheduled for December 28, 2008. Sound Transit's contractor, SCI, is continuing to make progress on wall # 1 as part of contract C759, North Parking Lot and Southcenter Boulevard Improvements. The work for this wall will not be done for a few more months thereby facilitating this request for an extension. Your sincere consideration of this request is greatly appreciated. If you have any questions regarding this request, please contact me immediately at the number listed below. 0[2.111D°1 tee RECEIV Novo 7 200 DE ELOPMj NT Central Puget Sound Regional Transit Authority • Union Station 401 S. Jackson St., Seattle, WA 98104 -2826 • Reception: 206 - 398 -5000 • FAX: 206 - 398 -5499 • www.soundtransit.org CHAIR Greg Nickels Seattle Mayor VICE CHAIRS Aaron Reardon Snohomish County Executive Claudia: Thomas Lakewood Councilmember BOARD MEMBERS Juke Anderson Tacoma Councilmember Mary-Alyce Budeigh Kirkland Councilmember Fred Butler Issaquah Deputy Council Presiden Richard Conlin Seattle Council President Dow Constantine King County Council Vice Chair Deanna Dawson Edmonds Councilmember Dave Enslow Sumner Mayor Paula J. Hammond, P.E. Washington State Secretary of Transportation John W.ladenburg Pierce County Executive John Marchione Redmond Mayor Julia Patterson King County Council Chair Larry Phillips King County Councilmember Paul Roberts Everett Councilmember Ron Sims King County Executive Peter von Reichbauer King County Councilmember CHIEF EXECUTIVE OFFICER Joni Earl 11-03 -2008 TERRY BEALS 401 S JACKSON ST SEATTLE WA 98104 RE: Permit No. D07 -037 3650 SOUTHCENTER BL TUKW Dear Permit Holder: Ciz of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writinz and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 12/28/2008 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: ) 14(-VL fer Marshall, 't Technician Permit File No. D07 -037 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 March 11, 2008 Terry Beals Link Light Rail Permit Manager 401 S Jackson St Seattle, WA 98104 -2826 RE: Request for Permit Application Extension #2 Development Permit Application No. D07 -037 through 040 Sound Transit Walls #1 through 4 - 3560 Southcenter BI Dear Mr. Beals: This letter is in response to your written request for an extension to Permit Application Nos. D07 -037, 038, 039 and 040. The Building Official has reviewed your letter and considered your request to extend the above referenced permit applications. The City of Tukwila Building Division will be extending the expiration date of your permit application for an additional 180 days (through August 30, 2008). Ifyou should have any questions, please - contact our at( 206) 43 -1 -3670. Sincerely, ifer Marshall it Technician City of Tukwila Department of Community Development Jack Pace, Director File: Permit No. D07 -037, 038, 039, and 040 P:\Pemrit CenterExtension Letters\Pennit Applications\2007\D07 -037+ Application Extension #2.doc jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 e- March 3, 2008 Terry Beals 401 South Jackson Street Seattle, WA 98104 Dear Mr. Beals, City of Tukwila Department of Community Development Jack Pace, Director RE: CORRECTION LETTER #1 Development Permit Application Number D07 -037, D07 -038, D07 -039, D07 -040 Sound Transit — 3800 Southcenter BI Jim Haggerton, Mayor This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Department. At this time the Building, Fire, and Public Works Departments have no comments. Planning Department: Minnie Dhaliwal, at 206 431 -3685, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. S cerely, Brenda Holt Permit Coordinator encl File No. D07 -037, D07 -038, D07 -039, D07 -040 P:\Permit Center \Correction Letters\2007\D07 -037 thru 040 Correction Lit #1.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 DATE: APPLICANT: RE: ADDRESS: February 15, 2008 Sound Transit D07 -037; 038, 039, 040 3800 Southcenter Blvd PLANNING DIVISION COMMENTS Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Minnie Dhaliwal is the planner assigned to the file and can be reached at 206 -431 -3685. 1. It is not clear why a chain link fence is proposed on top of the retaining walls. Please revise the proposal to not include the chain link fence. 2. D07 -037 permit was applied for the retaining wall and the paving /landscaping of the north parking lot. Since the original application a separate PW permit has been applied for that includes the Southcenter Blvd. street improvements and paving /landscaping of the north parking lot. Revise the scope of the D07 -037 permit to delete the north parking lot paving /landscaping. Comments related to paving /landscaping of the north parking lot shall be included with the PW permit comments. SOUNDTRANSIT RECEIVED FEB 2 8 2008 COMMUNITY February 26, 2008 DEVELOPMENT Mr. Bob Benedicto Building Official Department of Community Development City of Tukwila 6300 Southcenter Boulevard, Suite # 100 Tukwila, WA 98188 Permit Application Extension Request for DCD Permits D07 -037, D07 -038, D07 -039 & D07 -040 Dear Mr. Benedicto: Pursuant to IBC 2006, § 105.5, Sound Transit respectfully requests 180 day extensions for the following DCD wall building permit applications for Sound Transit's North Parking Lot, Contract C759: 1. Wall # 1: D07 -037 2. Wall # 2: D07 -038 3. Wall # 3: D07 -039 4. Wall # 4: D07 -040 Permit application expiration dates for all four walls are scheduled for March 3, 2008. City and Sound Transit staffs are currently in the process of satisfactorily addressing the City's comments but may not be completed before the March 3, 2008 expiration date. Permit application extensions to each of these Link permits will allow the comment and response cycle process to continue thereby allowing the permits to be issued shortly thereafter. If you have any questions regarding this request, please contact me immediately at the number listed below. Sincer Terry Be Link Li ft Rail Permit Manager (206) 398 -5237 C: Brenda Holt, City of Tukwila Ginger Ferguson, C759 Resident Engineer Gordon Wellwood, C759 Construction Manager LDCC (CM 1430; C759) OX Qkkg iga dar oa e3 /� Ayr 6,te 0514 Central Puget Sound Regional Transit Authority - Union Station 401 S. Jackson St. Seattle, WA 98104 -2826 - Reception: (206) 398 -5000 FAX: (206) 398 -5499 • wwwsoundtransitorg BOARD CHAIR Greg Nickels Seattle Mayor BOARD VICE CHAIRS Aaron Reardon Snohomish County Executive Claudia Thomas Lakewood Councilmember BOARD MEMBERS Julie Anderson Tacoma Councilmember Mary-Alyce Burleigh Kirkland Councilmember Fred Butler Issaquah Deputy Council President Dow Constantine King County Council Vice Chair Dave Enslow Sumner Mayor Paula J. Hammond, P.E. Washington State Secretary of Transportation John W. Ladenburg Pierce County Executive Richard J. Mdver Seattle Councilmember Julia Patterson King County Council Chair Larry Phillips King County Councilmember Paul Roberts Everett Councilmember Ron Sims King County Executive Peter von Reichbauer King County Councilmember CHIEF EXECUTIVE OFFICER Joni Earl 02 -12 -2008 TERRY BEALS 401 S JACKSON ST SEATTLE WA 98104 RE: Permit Application No. D07 -037 3650 SOUTHCENTER BL TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 02/06/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 03/03/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 03/03/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: er Marshall 't Technician Permit File No. D07 -037 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 July 31, 2007 Terry Beals Link Light Rail Permit Manager 401 S Jackson St Seattle, WA 98104 -2826 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Request for Permit Application Extension Development Permit Application No. D07 -037 through 040 Sound Transit Walls #1 through 4 — 3560 Southcenter Bl Dear Mr. Beals: This letter is in response to your written request for an extension to Permit Application Nos. D07 -037, 038, 039 and 040. The Building Official has reviewed your letter and considered your request to extend the above referenced permit applications. The City of Tukwila Building Division will be extending the expiration date of your permit application for an additional 180 days (through March 3, 2008). If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, Y— 5 I IQ arshall chnician File: Permit No. D07 -037, 038, 039, and 040 P:\Permit Center\Extension Letters\Pennit Applications\D07 -037+ Application Extension.doc jem Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 SOUNDTRANSIT July 30, 2007 Mr. Bob Benedicto Building Official Department of Community Development City of Tukwila 6300 Southcenter Boulevard, Suite # 100 Tukwila, WA 98188 RECEIVED JUL 3 0 2001 COMMUNiTY DEVELOPHCENT Permit Extension Request for DCD Permits D07 -037, D07 -038, D07 -039 & D07 -040 Dear Mr. Benedicto, Pursuant to IBC 2003, § 105.5, Sound Transit respectfully requests 180 day extensions for the following DCD wall building permits for Sound Transit's North Parking Lot, Contract C759: 1. Wall # 1: D07 -037 2. Wall # 2: D07 -038 3. Wall # 3: D07 -039 4. Wall # 4: D07 -040 Permit expiration dates for all four walls are scheduled for August 5, 2007. After several months of negotiating with key stakeholders, contract C759 is now ready to be packaged and advertised. Issue for bid is now scheduled for September 24, 2007 with a Notice to Proceed to the selected contractor on December 23, 2007. Permit extensions to each of these Link permits will be essential to the forward progress of building the Central Link light rail project in the City of Tukwila. If you have any questions regarding this request, please contact me immediately at the number listed below. Z e-or-Za- Terry B Link Light Rail Permit Manager (206) 398 -5237 C: Brenda Holt, City of Tukwila Rod Kempkes, ST LDCC (CM1430; C759) ag-ch.e4(4 Isadati 0/121tig ¶ ig��7 Central Puget Sound Regional Transit Authority • Union Station 401 S. Jackson St., Seattle, WA 98104 -2826 • Reception: (206) 398 -5000 • FAX: (206) 398 -5499 • www.soundtransit.org crc ali051Dtar BOARD CHAIR John W. Ladenburg Pierce County Executive BOARD VICE CHAIRS Connie Marshall Bellevue Councilmember Mark Olson Everett Councilmember BOARD MEMBERS Julie Anderson Tacoma Councilmember Mary-Alyce Burleigh Kirkland Councilmember Fred Butler Issaquah Deputy Council Presiden Dow Constantine King County Councilmember Dave Enslow Sumner Mayor Doug MacDonald Washington State Department of Transportation Secretary Richard Mann Edmonds Councilmember Richard McIver Seattle Councilmember Greg Nickels Seattle Mayor Julia Patterson King County Councilmember Larry Phillips Chair, King County Council Aaron Reardon Snohomish County Executive Ron Sims King County Executive Claudia Thomas Lakewood Mayor Pete von Reichbauer Vice Chair, King County Council CHIEF EXECUTIVE OFFICER Joni Earl Reid iddleton February 26, 2007 File No. 262007.005/00301 RECEIVED !FEB 2 7 20011 COMMUNITY DEEVELO AdEWT Mr. Bob Benedicto, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review —First Submittal Sound Transit Retaining Walls (D07- 037/038/039/040) Dear Mr. Benedicto: We reviewed the proposed project for compliance with the structural provisions of the 2003 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The comments below do not require a response from the permit applicant. Note that all Sheets 359 -366 do not bear our review stamp. These sheets are not applicable to the structural design. Structural special inspections by qualified special inspectors should be provided. The following is a summary: 1. Concrete placement at concrete construction: Continuous. 2. Reinforcement at concrete construction: Periodic. Sincerely, Reid Middleton, Inc. Ph''ip Brazil, P.E., S.E. Senior Engineer Enclosures cc: Terry Beals, Sound Transit (by surface mail) Craig Olson, KPFF (by surface mail) dop:\ doc \26 \planrevw \tukwila \07 \t003r 1.doc \prb Enclosed are one set of the drawings and the structural calculations for your records. If you have any questions or need additional clarification, please contact us. Engineers Planners Surveyors Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 February 9, 2007 Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Structural Review Sound Transit Retaining Walls (4 walls) 3800 Southcenter BI, Tukwila Dear Mr. Swanson: Sincerely, 414/444- 1 Brenda Holt, Permit Coordinator encl xc: Permit File No. D07 -037 Permit File No. D07 -038 Permit File No. D07 -039 Permit File No. D07 -040 Please review the enclosed plans and documents for structural compliance with the 2003 International Building Code. If you should have any questions, please feel free to contact me at (206)431 -3672. H:\Documents\Structural Consultant\D07 -037 thni D07 -040 - structural review.DOC Page 1 of 1 bh Steven M Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 07 -02 -2007 TERRY BEALS 401 S JACKSON ST SEATTLE WA 98104 RE: Permit Application No. D07 -037 3650 SOUTHCENTER BL TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 02/06/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 08/05/2007 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 08/05/2007. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: c . ' er Marshall 't Technician Permit File No. D07 -037 sruii Cizy of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: D07 -037 DATE: 10 -15 -08 PROJECT NAME: SOUND TRANSIT WALL #1 SITE ADDRESS: 3650 SOUTHCENTER BLI Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 after Permit Issued DEPARTMENTS: lU " Build`g isi n T Y Public W orks Complete Comments: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY- PLAN REVIEW /ROUTING SLIP 1i. APPROVALS OR CORRECTIONS: 17r bliAdo°1 t Fire Prevention f Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: DATE: Planning Division Permit Coordinator n DUE DATE: 10-16-08 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DUE DATE: 11-13-08 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28-02 Approved ❑ Notation: DEPARTMENTS: Building Division Public Works ACTIVITY NUMBER: D07 -037 DATE: 05 -29 -08 PROJECT NAME: SOUND TRANSIT - WALL #1 SITE ADDRESS: 3650 SOUTHCENTER BL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # after Permit Issued Complete Comments: PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: ERMIT COORD COPY Fire Prevention Structural DETERMINATIQN OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: Approved with Conditions Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ DUE DATE: 06-03-08 Not Applicable E ❑ No further Review Required DATE: DUE DATE: 07-01-08 Not Approved (attach comments) n DATE: � Apo Ili-vision Permit Coordinator n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -037 DATE: 03 -13 -08 PROJECT NAME: SOUND TRANSIT - WALL #1 SITE ADDRESS: 3650 SOUTHCENTER BL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Building Division Public Works Complete L Comments: APPROVALS OR CORRECTIONS: Documentstrouting slip.doc 2 -28-02 `- HERMIT WORD COPY `. PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINAT ON OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: s?, CV Planning Division Permit Coordinator ❑ DUE DATE: 03-18-08 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DATE: DUE DATE: 04-15-08 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Bi 'Iding Division Public Work 13 AV 1 -i4 Complete Comments: Please Route TUES/THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -037 DATE: 02 -06 -07 PROJECT NAME: SOUND TRANSIT, WALL #1 SITE ADDRESS: 3LV SOUTHCENTER BL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued slo �P 44) 0 1 [5 6 Fire Prevention Structural I] 4 z .t1 o1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required ��� "' "cY /„.16.106 Planning Divisi n Permit Coordinator DUE DATE: 02-08-07 Not Applicable ❑ Ei No further Review Required DATE: n DUE DATE: 03-08-07 Approved ❑ Approved with Conditions n Not Approved (attach comments) y Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ll2 PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 io I l� � V $ 1 PI 14471 Summary of Revision: ice/(GJ{iv To (N(MA I `lv AlAAQOlr'r /OA G>1.0eV Yl,r LkT 4.r. -P I I ' . br; `lb Kfter/ 1m 9w,c ID A f1 t71VA 14.0aJ 4 Mr P2 l GQ U orevReceived by: - 74epci a brAts REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS S ummary of Revision: Received by: REVISION NO. _ DATE. RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF I)ITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: ) OU I I7 S At I PERMIT NO: SITE ADDRESS: A C 7 471) VI* C a2 p�L REVISION LOG ORIGINAL ISSUE DATE: o1 - 031- O of lo (please print) (please print) (please print) (please print) (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: t d 1 5" (OA Plan Check/Permit Number: Db7 --037 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # I after Permit is Issued 1 . • crry OCT 15 2008 ❑ Revision requested by a City Building Inspector or Plans Examiner PERMIT C EM'ER Project Name: SO (Ind Tra \SsT - Wet( ( -$ I . ` Project Address: et) .5€ dot( €t'rr.?r A Contact Person: 1 rV'1 $QGI.�,5 Phone Number: 2 ' 5237 Summary of Revision: 11 tA)ct ll 2, 3, 4 4 - ro be eau/Wed From Of erigil1aI stt d, work. a#ld 4 oT Lcyt.Srr-hcred in UYdef 11) ac c t jy l i� Aticwiriq (Lased r.efe t worfc: 9tdde( Stye iD propetry Lies • V cfri cIP Abel acts .I b to • d a waf k fr en �a� 'v 1-* -1-0 t irr.ce'r 1 rithi4J Rf V C • ri r Ki l/ (,4 (i t a1 t gnct � caw A Side old Qtt'rit '' L • effdhhl c LGut&g t� J ad't� sswwe44-5 a5 ite€d J f r Attic dew k. ` .9 if . . 411 t,• f 1 / _474 neosa C l 2 w e ( tq tusk. Oc t 7-- 03 $ , 6 3 9 , 4 0 + 7 ) Sheet Number(s): 537A, '/ *14, ,4, 31 �Y ,3g7i4 33 r4 3yg� 35/4 35 35134 31o1/ "Cloud" or highlight all areas of revision including date of revs 'o 3 34 37 377,4 581/4 3g-2/33,57 r Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 10111 09 \applications\forms- applications on line \revision submittal Created: 8 -13 -2004 Revised: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: O S 12. I D8 Plan Check/Permit Number: D07-037 0 Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: SOUND TRANSIT — WALL # 1 Project Address: 3650 Southcenter Bl Contact Person: Terry Beals Summary of Revision: N / - Na Re �Q (vISp SSUed liar utM (�I 4 #j — Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ki Entered in Permits Plus on i / ct` 5) \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: RECEIVED Cm' of ruKw MAY 2 9 2008 PERMIT CENTER Phone Number: ,Z - 39g' -5123 7 pro v∎cl e d ND c aYwV%t',ff City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 20 6 -431 -3670 Fax: 20 6 - 431 -3665 Web site: htt .//www.ci.tukwila wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted throu the mail, fax, etc. p gh Date: /■/1 (O, 2t Plan Check/Permit Number: D07-037 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: SOUND TRANSIT - WALL #1 Project Address: :: Southcenter B1 Contact Person: Terry Beals Summary of Revision: e °fir m h4 MAR 13 10 08 c -. °E Not The retainin Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: k - Entered in Permits Plus on p [ cationsTorms -app [cations on me evision su.mitta Created: 8 -13 -2004 Revised: Phone Number: walls var in hei • ht from about 2 feet to 4 feet. Walls over 30 inches in or other measure to revent falls. The black PVC coated chain_ link fence was chosen to be consistent with the • erimeter fencin the rest of the Sound Transit ro ert The Scope of Work for this application is also being revised to remove all Public Works- related activities. A separate stand -alone Public Works permit (PW08- 028) will be issued to address these issues for both the North Parking Lot construction and the Southcenter Boulevard Improvements Project. hei. ht re uire a railin bein installed on License Information License SCIINL *993JA Licensee Name S C I INFRASTRUCTURE LLC Licensee Type CONSTRUCTION CONTRACTOR UBI 602094857 Ind. Ins. Account Id #3 Business Type LIMITED LIABILITY COMPANY Address 1 1508 VALENTINE AVE SE Address 2 City PACIFIC County KING State WA Zip 98047 Phone 2532180444 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 4/1/2001 Expiration Date 4/3/2010 Suspend Date Separation Date Parent Company Previous License Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #3 SAFECO INS CO OF AMERICA 6253682 03/01/2004 Until Cancelled $12,000.00 01/28/2004 TRAVELERS Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business Owner Information Name SCOCCOLO, MARK Role PARTNER/MEMBER Effective Date 01/01/1980 Expiration Date https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= SCIINL *993JA 07/01/2008 XREF'S 1 Resolved HA234H REG -MJM S59_..1 S59_P762JL 559J?402CA X560rx Unresolved • S59_P762AU L TSCALE 1 =! 2 • 3 • 4 • 5 0 Co 0 re) 0 CNIc 0 � .. 0_ - I ,ri fo 0 CJ 0 A 0 No. I0/07/08 01/24/08 Date 2 +73.01, 39.38 R 3 +36.88 PR5 1+37.96 STA: PR5 1+7.25, 8.98 LT AP PR3 3 +76.77 2 +50.64 �., A: PR3 76.25 STA: PR3 2 +79.08 STA: PR3 3+ 13.08 STA: PR 3+71.65o 3 +45.87 STA: PR3 3+ 18.95 R5 2 +00 29.50' STA: I PR3 2 +971.86, 29.00' LT STA: PR5 STA: PR5 3 +63.66 PR5 3 +50.00 PR4 4 +27.49 AP PR5 3 +59.64 CONSTRUCTION LIMIT STA: PR5 u7 c 0 0 TYP I CAL RADIUS DETA I L GRN By STA: PR3 3 +85.74, 25.50' RTI R =3.0' LAW Ch k. MJM App. STA: PR3 t r 5.00' A (UNLESS NOTED OTHERW 40 04 OM M1-ws Mei!o M- NMI t I ; R =3.0' I 1 I I.00 1 R =3.0' I Revisions STA: PR3 4 +27.27, 36.49' LT 13.00' 1411 MI MMMMMMMMM ME NM MN PARKING ISLAND DETA I L Designed By. M. BERRY Drawn By. R. BELL Checked By. 9L. WIND Approved By. 1 M. MORAVEC CNRFP #013 CN W D t i4 ISSUED FOR CONSTRUCTION STA: PR3 3 +56.26, 29.00' LT® 2+17.35, 30.51 ' RT ori l i I 1 i I I I I 1 I I I I I - - R =3.0' 0 0 N N R= 14.0' SEE DWG P762CA03 rA 1 In MN - - 4 HEWITT ARCHITECTS Submitted: D. HEWITT 7.00' 12.5O' 0 0 0_ 1 i 1 STA: PR5 2 +74.12, 32.98' RTC R= R=5.0' I __ 8.00' 3.0' PARKING ISLAND DETA I L Date: 01/24/08 16.00' Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101 -3665 (206) 622 -5822 Fax (206) 622- -8130 Approved: R. KEMPKES STA: PR5 3 +50.62, 32.98' RTC STA: PR4 (3� 4 +22.01, 30.19' RTC PR5 � o .40 A VM 4Yere., STA: PR5 "04 - M - - s I I R =3.0' I 1 1 I I I i 0) n cc N 1 1 1 I I I I I I 1 I I 0 • �� R= PARK 1 NG SOUNDTRANSIT Date: 01/24/08 STA: PR5 NORTH ENTRANCE SEE DWG P762CV0 I FOR PGL 4 +38.06, 16.21 ' RT STA: PR5 4+15.09, 1 4.25' RTC REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. r • • MrMr- .14Mw -w IMO 4 t 7.64' R =3.D' 1 1 I I 1 I i I I R=3.0' MM =MI MMMM -4I - -- 1 irtY lithe lot I Scale: I "=20' Filename: S59_P762CA02.dwg Contract No.: C 759 Date: I1/15/06 STA: PR5 4 +78.02 _\ R=3.0' By I SLAND DETAIL r STA: PR5 4 +79.63 • SEPARATE P`P IT REQUIRED FOR: - Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION • 4 +96.47, 14.3 I ' RT STA: PR5 4 +90.84, 16.29' RT • • • vi FILE COPY Permit No. `( 1 review approval is subject to errors and amps. of corsbuian documents does not authorize of ; : T1 , code, ordinance. Receipt is acknowledged City Of "IUkwila BUILDING DIVISION • • • • CH VEMENT 19.37, 18.76' RT. i 0 0 oo 4 TING 4 Q 0 7 tof 20 ID 0 20 40 SCALE IN FEET NOTES: I . ALL DIMENSIONS TO FACE OF CURB. 2. OFFSET TO FEATURES PARALLEL TO ALIGNMENT SHOWN BY ALIGNMENT. GENERAL NOTES: O DIMENSION TO THE CENTER OF LIGHT FOUNDATION. SEE ELECTRICAL DWG P762JP01 AND P762JD01 FOR DETAILS REVISION N0.! P01. 0;1 LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S 154TH ST STATION NORTH SURFACE PARKING LOT CIVIL ALIGNMENT AND LAYOUT PLANS (SOUTH) rtemilLvviuu ruk ► CODE COMPLIANCE APPROVED FEB 0 2 2009 City T ukwila ILO NG DIVISION RECEIVED CITY OF TUKWILA OCT 1 5 2008 PERMIT CENTER Drawing No.: P762CA02 Sheet No.: Rev.: 339 A ?REF'S Resolved 559_P762AV_3 •HA.2234H REG - -M1M 559.762A[L 55S.'76RCG 559,762CP 559.,,R402CA X56Ocn X560rx X560sf Unnesol„ed S59LP762AL*ie i L7SCAL' 1 =1 5 0 ED 0 w 01 0 CNI • v Cr N L 0 0 0 N •- 1 di � ^ ul co 0 al 0 b N Date By PR3 3+ 32.50 RT 0.59 C= 321.04 PR3 3+16.3 37.14 RT T C= 320.40 8.69 RT = 320.80 R3 2 +81.12 T C *322.14 T. C =322.14 C= 322.20 1.7% T C =322 58 T C=322.26 T C= 322.20 T C= 322.99 0 arc: 330. =332.20 = 330.37 TOW=332.87 FG= 331,04 TOW= 333.54 FG =33 I.04 TOW=334.2 I = 3: TOW =334.85 FG= 333.54 TOW= 335.55 PR3 2 +50 20.50' RT PR3 2 +5 20.50 RT PR3 2+83 18.50 RT PR3 3 +05 18:50 RT PR5 1+37 T C= 32I.16 R3 3 +76.77 2 +49.2 I 85 RT 2+75.11 1.7 X PR5 T C =320.4 SCALE: 1' I I LA 4 0.11W IN.rr I I I I ! I I I I - I I I I 1 1 I I S AW www.e- BOC 320.35 i BOG 320.54 ISSUED FOR CONSTRUCTION Chk. App. Revisions T C =322.56 r M JM. C iI W D 0 I4 I/C =32 :C .5 .'= -- in on gra-wi-my 1 I I I I I I I I I I 2.0% CROSS WALK GRAD I NG DETA I L BOC 320.68 Wit - MMI BOC 320.53 0 w.wi�w ww.ww... A 10/07/08 0 0 I /24Za3 LAW GRN Drawn By: Checked By 320.78 I I I I I I I I I Designed By. M. BERRY R. BELL L. WIND Approved By M. MORAVEC r 3 R I I I I I I I I I 1 I BOC 320.15 1 I I I I I I 1 I I SCALE: I "= 10' S SW ®WIinRI wwr . .. .. .I d r BOC 320.01 Submitted: .� ... IN .411.ya . 2.0% 111111 I I I I I BOG 320.15 I I I I I 1 I I I 1 I I I I BOC 320.29 CROSS WALK GRADING DETA I L HEWITT A ARCHITECTS SEE DWG P762CG03 D. HEWITT Date: --- ± D T*c. G34 Yd 01/24/08 Approved: V V LEGEND: D: -290- 325- 4.0% 320.05 4 Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101 --3665 .(206) 622 -5822 Fax (206) 622 -8130 IFS r ri; .wag, „ CURB WALL Date: R. KEMPKES EXISTING CONTOUR, MINOR EXISTING CONTOUR, MAJOR PROPOSED CONTOUR, M 1 NOR PROPOSED CONTOUR, MAJOR SLOPE, FINISH GRADE SPOT ELEV. FINISH GRADE, TOP OF CURB - RETAINING WALL SOl/NDTRANSff Scale: W =336.22 G=334.22 Filename: 559..._P762CGD2•dwrg Contract No.: Date: 01 /24/08 11/15/06 I' r (. a 7 ' I J :7 • I as! - CONSTRUCTI LIMIT t 1" =20' C 759 GENERAL NOTES: BEGIN CURB TRANSITION FROM 6" TO 0.5" I N HE I GHT FOR ADA RAMP. @ END CURB TRANSITION WITH A CURB HE I GHT OF 0.5 ". O I f f 7.22 '' 0 , co ff I \ / 47 M � TCH I k / ISTING . i 1 NCE DWG i A04 FOR ; ' I : NJ fL I LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S I 54TH ST STATION NORTH SURFACE PARKING LOT GRADING PLANS NORTH) 20 - 10 0 20 40 1!1 SCALE IN FEET CODE COMPLIANCE APPROVED FEB 0 2 2009 City 0� Tukwila - ' HIDING DMSION 1. REFER TO ARCHITECTURAL DRAWING P762AU54 FOR HEIGHT, LENGTH AND LOCAT I ON OF WALL #I. 2. REFER TO CIVIL DRAWING P762SX0 AND P762SX02 FOR HE 1 GHT. LENGTH AND LOCAT I ON OF WALLS #2, #3 AND #4- 3. ALL SPOT ELEV ARE AT TOP OF CURB UNLESS NOTED OTHERWISE. RECEIVED CITY OF TUKWVILA OCT 15 2008 PERMIT CENTER Drawing No.: P7S2CG02 Sheet Rio.: 344 Rev.: A XREF`S Rasalwd 559 _P762AU_3 HA_2234-1 REG— A1ullI 559J'762AU 559_P762CG 559..P762CP S59_P402CA X560cn X580ne • X560sf Unresolved $59,..P762A1M L TSCALE 1=1 LAW MJM Designed By. G. N I CHOL Drawn By. R. BELL Checked By L. WIND ARCHITECTS cito Scale NEW - DRAW i NG Rev.: 345A A Sheet N o.: 0 Co 0 w Cn 0 v 00 u� ./ 0 EL= 329.53 :EVEAL =O' No. Date By Chk. App. Revisions PR5 4+00 Approved By. M. MORAVEC Submitted: D. HEW I TT Date: 1 0/07 /08 Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622-5822 Fax (206) 622 -8130 Approved: 4 R. KEMPKES Date: SOUNDTRANSIT 10/07/08 Contract No.: Date: C 759 10/07/08 GENERAL NfTES�„ 0 SIDEWALK RAMP, SEE WSDOT STD PLAN TYPE 3B. ricyloutiJ rut CODE COMPLIANCE APPROVED FEB 0 2 2119 City Of Tukwila BUILDING DIVISION PR5 5+00 t * ! 1 f ' .. j TC =b3� .33 REVEAL = 0' NOTES: 1 . REFER TO ARCHITECTURAL DRAWING P762AU54 FOR HE 1 GHT, LENGTH AND LOCAT I ON OF WALL # I . 2. REFER TO CIVIL DRAW I NG P7G2SX0 I AND P762SX02 FOR HEIGHT, LENGTH AND LOCATION OF WALLS #2, #3 AND # 3. ALL SPOT ELEV ARE AT TOP OF CURB UNLESS NOTED OTHERW I SE. 4. CROSS SLOPES ARE 2% MAX UNLESS NOTED OTHERWISE RECEIVED CITY OF TUKWILA OCT 15 2008 PERMIT CENTER LINK LIGHT RA I L PROJECT SOUTH CORRIDOR S I 54TH ST STAT I ON NORTH SURFACE PARKING LOT GRADING PLANS (NORTH) BCC =337.2X MATCH EX. BOC= 337.2X MATCH EX. Drawing No.: P762CG04 i NREF'S Resolved HL 223411 REG —MN S55_N76_CP $59 P762CP 559_R4fJ2CA X5sarx X5sasf Linn's° hied # 559_P762Aikrei LTSCAL.E 5 0 ED 0 Id" W cri 0 0 C CD ▪ co cc' X C U) 0 c ▪ — • . A 10/7/08 0 01/24/08 Revisions :!urs�f Yc Crtki 41.014 ISSUED FOR CONSTRUCTION Designed By M BERRY Approved By: M. MORAVEC Submitted: �. _ • , , -.• s. • ` ........ • ..... • ARCHITECTS D. HEW ITT Date: CONST'UC LIMITS 01/24/08 Approved: Consulting Engineers 1601 Fifth Avenue, Suite 1 600 Seattle, Washington 98101 (206) 622-5822 Fox (206) 622 -8130 Scale: Date: Filename: S59 '762CP0I.dwg Contract No.: NOTES: I . REFER TO DRAW tNGS P762CA02 AND P752CA03 FOR SITE DIMENSIONS. REFER TO CIVIL GRADING PLANS P762CG02 AND P762CG03 FOR SPOT ELEVATIONS AND SLOPE INFORMATION. SCALE IN FEET LANDSCAPING ASPH ALT CONCRETE SCORED CONCRETE REFER TO CIVIL ROADWAY PLANS R402CP03 FOR SOUTHCENTER BLVD. MODIFICATIONS AND R402CP02, . R5O2CPOI, AND R502CP02 FOR I NTERNAT I ON AL BLVD. MOD I F I CAT I ONS. REFER TO ARCHITECTURAL DRAWING P762AU50 FOR PAVING DETAILS. REFER TO DRAWING P7620(02 FOR PAVING SECTIONS. L I ILK LIGHT RAIL PROJECT SOUTH • CORR I DOR S I 54TH ST STATION NORTH SURFACE PARKING LOT PAVING PLAN Sheet No.: RECEIVED CITY OF TUKWILA OCT 15 2008 PERMIT CENTER Drawing No.: P762CP01 LHe3 d Resolved H,.2234H REG- 141„444 L rsCALE • 1 =1 5 0 o0 0 N) w 0 v , 0 CV .. Co • In N �i C) ` ° v ' v 10 07 08 t:,• 01/24/08 No. Date By Chk. App. Revisions ISSUED FOR CONSTRUCTION Designed By. . Checked By. M. BERRY Drawn By. R. TORGESON HEWITT ARCHITECTS Date: Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101 -3665 (206) 622 -5822 Fax (206) 622 -8130 Approved: 01/24/08 R. KEMPKES Date: Scale: . AS SHOWN LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S 1 54TH ST STATION NORTH SURFACE PARK I NG LOT CIVIL - SECTIONS - Drawing No.: P762CX01 Sheet No.: 347 -U- P762CX02 3:I MAX C P762CX02 1.5% PIVOT POINT P762CX02 3 :I MA f NOTE: CONTRACTOR SHALL COORDINATE GRADING AT PROPERTY BOUNDARY W 1 TH OTHERS. 3: MAX C' P762CX02 1.5% (TYP P762CX02 SEE DWGS P782CG02 AND P762CV02 LOW POINT 1 P762AU50 B P762CX02 SLOPE VARIES Submitted: SECTION SCALE: 1 SECTION SCALE: I "= 14' 4.2% PGL B P762CX02 P762CG0I EGLI D. HEWITT P762CG0I PGL EGL 1% _ PR5 1% (" P762CX02 P762CX02 P762CX02 Cargaik CO APPROVE FEB 0 2 20 Tukwila P762CX02 - - � WALL FOOTING ELEV= 332.2 IO 5 0 10 20 SCALE 1N FEET I P762CX02 WALL #1 RECEIVED CITY OF TUKWILA OCT 15 2008 PERMIT CENTER XIEF'S Res°Nod HA+_2231 REG-WM Unresoked 1 L7SCALE 1=, 2 • 3 • 4 • 5 0 CD 0 to w Q+ 0 - N °' 00 x � 0 N .. w "4„ L Cr) v A V — No. -I 0/.07/08 _0I/24/08 Date GRN By I LAW'MJM Chk. App. D'D (4- HEWITT ARCHITECTS Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622 -5822 Fax (206) 622-8130 SOUNDTRANSIT i Scale: AS SHOWN Filename: S59J'762CX02.dwg Contract No.: C 759 6 1/2"--\ 5 I /2"- -- 1 /2" R. VARIES 18.40' MIN. 26.76' MAX. TYP I CAL ACP SECTION (PARKING AREAS) SCALE: NOT TO SCALE M1 _ 4 a s 4.4 •" • — 6 " CEMENT CONCRETE CURB AND GUTTER REFERENCE WSDOT STD PLAN F— I SCALE:. NOT TO SCALE • 2.5' 2.5' 3" HMA C I . 1/2" PG 58--22 3" CSTC 6" CSBC COMPACTED SUBGRADE FACE OF CURB R� MATCH ROADWAY SLOPE TOP OF 1/2" Rf ROADWAY 0 I I ' A P762CX0 I C P7s�C f I 18 ' CEMENT CONCRETE BARRIER CURB REFERENCE WSOOT STD PLAN F —I SCALE: NOT TO SCALE VEH I CULAR CONCRETE PAVEMENT SECT 1 ON (CROSSWALK AREAS) SCALE: NOT TO SCALE VARIES I I ' 5' TO 12' S/W VARIES 6 1/2" 5 1 /2" 1/2" R 6' it SLOPE VARIES 2:I MAX P762AU31 TYP I CAL DR I VEWAY SECT I ON W I TH RETA I N 1. N G WALLS' SCALE :. NOT TO SCALE P762CG01 FACE OF CURB R TOP OF ROADWAY " CEMENT CONCRETE PAVEMENT CSTC COMPACTED SUBGRADE P76�� 1 D P762CX0 I CONTRACTOR SHALL COORDINATE GRADING AT PROPERTY BOUNDARY WITH OTHERS. 4 OD w CL >>- 0 I— m < w 0 < ci 6 13/16" DIA HOLES PLAN VIEW . II . 2" CLEARANCE .. (TYP) FRONT ELEVAT I ON PRECAST CEMENT CONCRETE BUMPER CURB BUMPER CURB SHALL BE CENTERED 1N STALL SCALE: NOT TO SCALE 4" THREADED CAP CLEANOUT II II 45 BEND ‘--WYE • GRADE STORM DRAIN CLEANOUT DETAIL SCALE: 'NOT TO SCALE P762UCO2 TWO #3 BAR is z TWO #6 BARS °° 4" .FLEXIBLE PERFORATED UNDERDRAIN PIPE OR SOLID UNDERDRAIN PIPE, (TYP.) SECTION FACE OF CUR " 411 P762CX0 I SIDE_ ELEVAT ION NOTES: I REFER TO P762AU50 WALKWAY 2. REFER TO P762AU30, PAVEMENT LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S 154TH ST STATION . NORTH SURFACE PARKING LOT CIVIL -- DETAILS 3: I SAND AND CEMENT GROUT 1 " DEPTH NON — SHRINK GROUT Imp activtu Wit CODE COMPLIANCE APPROVED FEB. 0 2 1009 L � � MCD N ARCH I TECTURAL DRAW I NG FOR TYPICAL CONCRETE SECTION. ARCH I TECTURAL DRAW I NG DETAILS 1 AND 2, FOR JOINTING LAYOUT. RECEIVED CITY OF TUKWILA OCT 15 2008 PERMIT CENTER Drawing No.: P762CX02 Sheet No.: 348 Rev.: A STORM DRAIN STRUCTURE TABLE ?REFS Resolved HA_2234P1 • REG -Mal 559._P762CG 559_,P559_,P762012 559_559_12262W 559....R4020A 859_R40200 402CG Xss0cs X560 • X560sf X560ut Unresolved LTSCALE 1 =1 5 0 -X a3 0 w 0 N 0 0 • Cy 3 N •- c0 0) CO 03 0 tf -- Sheet No.: Rev.: x w ; ' lc' 99 y Cr I I? -z tc` $ 0B {r ,� E l.k � ;i z zr 3N 31 9 f 9 1' 69 VI ` fr o1 'Loa . o li . 331 tf ay 31 0-51Z � r 7 ' 31 1'-.g{' ff& ' gg0. 5 y �s X 2N ...s iYi i ; AF 31 r CB #02a1)5 B #02 -06 P762AU5 I WALL I z ' dog 96 Of L13 3 dal. CO : , r; sr it i IE � ' 2 ( - 2 CB 4-03 CB #04.04 1d No. I Date 10/07/08 0 101/24/08 PR5 1 +37 P IPR3 3+76.77 LEQEN 3: l�l Revisions CATCH BASIN, TYPE 2 I 1211 SD Z STORM DRAIN, SIZE AS NOTED ,// --/ // /// REMOVE PIPE CLEAN OUT PERF /UNDER DRAIN PIPE Wo1I ISSUED FOR CONSTRUCTION 9 FIRE HYDRANT TEE CONNECTION WITH THRUST BLOCK CATCH BASIN, TYPE I r1 N Y 3N. ! lE RIM CO l t6 77 r. .3f I } f Pt P9'91. r 21 s ' I f' 1 �1d " € ?g L ER re r ' 3/ Designed By. M. BERRY R. BELL Approved By: M. MORAVEC _4" 5 . ✓: ' M 31 16'51f s 3: i':9 EL 1�1feY INVERT ELEVATION RIM ELEVATION CLEANOUT DUCTILE IRON PIPE COMBINED SEWER RIGHT �„I Ej r.G , Z35 e £•'1Z f; Submitted: SEE - DWG P76 ARCHITECTS D. HEW I TT �1CO3 CB # STATION � OFFSET 02 -04 PR4 3 +73,24 11.25' RT 1 . 02 -05 PR5 3 +74.86 9.47` RT 03 02 PR3 3 +07.93 2.58 RT — - - 03 -03 PR5 1 +78.72 30.08' LT 03 -04 : PR5 I +7 L82 16.92' RT 03 -05 PR5 2+25.32 3{008' RT 04 -02 PR5 3 +70.36 9.15' LT 04 -03 PR5 4 +05.48 9.12' LT 04 -01 PR4 3 +47.80 21.48 LT 04 -04 PR5 4+ 13.05 19.26` LT Consulting Engineers 1601 Fifth Avenue, Suite 1 600 Seattle, Washington 98101-3665 (206) 622 -5822 Fax (206) 622 -8130 Approved: 01/24/08 R. KEMPKES Date: `d f _ 7 x ? 7 I w' 'Q'ivi z - , T U T I ON _ �T N 7f fi ' S r S N 0 I /24/08 CLEANOUT STRUCTURE TABLE CO # STATION OFFSET 1 PR5 2 +25,12 35.50' RT 2 PR5 3+91 26.26' RT 3 PR5 4 +92.06 13.44' RT PR5 3 +56.10 32.77' RT 6 PR5 3+83.28 18.50' LT 4 7 PR5 4 +92.41 16.26' RT Scale: Date: .107 r, d¥ NOTES: STORMDRA I N PROFILES. 'f 7.1 KEY 'k3 i _ L1 N L 1 GHT RA 1 L PROJECT SOUTH CORRIDOR S 154TH ST STATION NORTH SURFACE PARKING LOT UTILITY AND DRAINAGE PLANS (NORTH) `4 k SEE DRAW I NGS P762CR0 l AND P762CR02 FOR DEMOLITION PLANS. SEE DRAWINGS P762UV0 I, P762UV02, AND P762UV03 FOR '_ Ms C2 3 ai :vvIU rule CODE COMPLIANCE APPROVE FEB 02 2fO9 CONSTRUCT STORM DRAIN FACILITES IN ACCORDANCE WITH CITY OF TUKW I LA STD PLANS. ALL STATIONS AND OFFSETS ARE TO CENTER OF STRUCTURE. CONTRACTOR SHALL BE RESPONS I BLE TO COORD I NATE COVER AND FRAME PLACEMENT. RECEIVED _ CITY OF TUKWILA OCT 15 2008 PERMIT CENTER Drawing No.: P762UCO2 f • STORM DRAIN STRUCTURE TABLE ?REFS Resolved HA_2234P1 • REG -Mal 559._P762CG 559_,P559_,P762012 559_559_12262W 559....R4020A 859_R40200 402CG Xss0cs X560 • X560sf X560ut Unresolved LTSCALE 1 =1 5 0 -X a3 0 w 0 N 0 0 • Cy 3 N •- c0 0) CO 03 0 tf -- Sheet No.: Rev.: x w ; ' lc' 99 y Cr I I? -z tc` $ 0B {r ,� E l.k � ;i z zr 3N 31 9 f 9 1' 69 VI ` fr o1 'Loa . o li . 331 tf ay 31 0-51Z � r 7 ' 31 1'-.g{' ff& ' gg0. 5 y �s X 2N ...s iYi i ; AF 31 r CB #02a1)5 B #02 -06 P762AU5 I WALL I z ' dog 96 Of L13 3 dal. CO : , r; sr it i IE � ' 2 ( - 2 CB 4-03 CB #04.04 1d No. I Date 10/07/08 0 101/24/08 PR5 1 +37 P IPR3 3+76.77 LEQEN 3: l�l Revisions CATCH BASIN, TYPE 2 I 1211 SD Z STORM DRAIN, SIZE AS NOTED ,// --/ // /// REMOVE PIPE CLEAN OUT PERF /UNDER DRAIN PIPE Wo1I ISSUED FOR CONSTRUCTION 9 FIRE HYDRANT TEE CONNECTION WITH THRUST BLOCK CATCH BASIN, TYPE I r1 N Y 3N. ! lE RIM CO l t6 77 r. .3f I } f Pt P9'91. r 21 s ' I f' 1 �1d " € ?g L ER re r ' 3/ Designed By. M. BERRY R. BELL Approved By: M. MORAVEC _4" 5 . ✓: ' M 31 16'51f s 3: i':9 EL 1�1feY INVERT ELEVATION RIM ELEVATION CLEANOUT DUCTILE IRON PIPE COMBINED SEWER RIGHT �„I Ej r.G , Z35 e £•'1Z f; Submitted: SEE - DWG P76 ARCHITECTS D. HEW I TT �1CO3 CB # STATION � OFFSET 02 -04 PR4 3 +73,24 11.25' RT 1 . 02 -05 PR5 3 +74.86 9.47` RT 03 02 PR3 3 +07.93 2.58 RT — - - 03 -03 PR5 1 +78.72 30.08' LT 03 -04 : PR5 I +7 L82 16.92' RT 03 -05 PR5 2+25.32 3{008' RT 04 -02 PR5 3 +70.36 9.15' LT 04 -03 PR5 4 +05.48 9.12' LT 04 -01 PR4 3 +47.80 21.48 LT 04 -04 PR5 4+ 13.05 19.26` LT Consulting Engineers 1601 Fifth Avenue, Suite 1 600 Seattle, Washington 98101-3665 (206) 622 -5822 Fax (206) 622 -8130 Approved: 01/24/08 R. KEMPKES Date: `d f _ 7 x ? 7 I w' 'Q'ivi z - , T U T I ON _ �T N 7f fi ' S r S N 0 I /24/08 CLEANOUT STRUCTURE TABLE CO # STATION OFFSET 1 PR5 2 +25,12 35.50' RT 2 PR5 3+91 26.26' RT 3 PR5 4 +92.06 13.44' RT PR5 3 +56.10 32.77' RT 6 PR5 3+83.28 18.50' LT 4 7 PR5 4 +92.41 16.26' RT Scale: Date: .107 r, d¥ NOTES: STORMDRA I N PROFILES. 'f 7.1 KEY 'k3 i _ L1 N L 1 GHT RA 1 L PROJECT SOUTH CORRIDOR S 154TH ST STATION NORTH SURFACE PARKING LOT UTILITY AND DRAINAGE PLANS (NORTH) `4 k SEE DRAW I NGS P762CR0 l AND P762CR02 FOR DEMOLITION PLANS. SEE DRAWINGS P762UV0 I, P762UV02, AND P762UV03 FOR '_ Ms C2 3 ai :vvIU rule CODE COMPLIANCE APPROVE FEB 02 2fO9 CONSTRUCT STORM DRAIN FACILITES IN ACCORDANCE WITH CITY OF TUKW I LA STD PLANS. ALL STATIONS AND OFFSETS ARE TO CENTER OF STRUCTURE. CONTRACTOR SHALL BE RESPONS I BLE TO COORD I NATE COVER AND FRAME PLACEMENT. RECEIVED _ CITY OF TUKWILA OCT 15 2008 PERMIT CENTER Drawing No.: P762UCO2 f HA....223411 REG—WM 359_P762UV )(REPS Resolved ••■••i■F _ ----- LTSCALE 3I2 320 1- 318 316 A 10 07 08 0 01/24/08 No. Date PROPOSED GROUNd LINE R. BELL PROPOSED GROUND L I N E EX I ST I NG i 36" CMP Submitted: D. HEW I TT a" 02-04 TYPE I iLLM = 326,83_ 1E (N) = 323.78 1E (S) = 323.78 EXISTING - GROUND LINE Date: CO _# 9 RI1 = 328.00 1E1= 324.62 Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622-3522 Fax (206) 622-8130 Approved: 01 24 08 R. KEMPKES 8 LW 12" SD Date: 01 24 08 CB # 02-406 TYPE RIM = 329.61 I E (S) = 326.22 Contract No.: Date: tetcyltvvtu rut( CODE COMPLIANCE APPROVED FEB 0 2 2009 City Of Tukwila JUIDNDIVISION_ L I NK L I GHT RA I L PROJECT SOUTH CORR I DOR S 154TH ST STATI NORTH SURFACE PARK I NG LOT STORM DRAIN PROFILE 'Sheet No.: • RECEIVED CITY OF TUKWJLA OCT 1 5 2008 PERMIT CENTER P762UV0 I Checked By: L. WIND ISSUED FOR CONSTRUCTION Revisions Approved By M. MORAVEC Drawing No.: dim 2 5 0 Co 0 crt 0 -0. 00 > c4 • • r- cn * I ca 0) — Lc) cn co 4 ' • ■ 0 co • 0 .0•• O — MT'S Resolved HA 2234H REG —Mud! $59_.P762GP X5$orx X560sf LTSCALE l==1 I 0 /07/08 01 24 08 4 -+,y€1 C D go' 1 4 ISSUED FOR CONSTRUCTION Revisions Designed By M. BERRY Drawn By. R. BELL Checked By Approved By M. MORAVEC HEWITT ARCHITECTS Submitted: D. HEWITT +� Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101 -3665 (206) 622 -5822. Fax (206) 622 -8130 Date: 01 24 08 Approved: R. KEMPKES Date: 01 24 08 Scale: Filename: S59J762CMO2.dwg Contract No.: Date: LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S 154TH ST STATION NORTH SURFACE PARK I NG LOT PAVEMENT MARKING AND SIGNING PLAN (NORTH) Drawing No.: P762CM 02 Sheet No.: P -' R3 3 +76.77 PR5 1+37 P762CM04 (TYP) EL 31 SVVINI SEE DWG P762CM 03 CONSTRUCTION LIMITS : N! W r C31 Yd AP PR5 3+59.64 PR4 4+27.49 P762CX02 ( TYP) CONSTRUCTION LIMITS LEGEND: 0 °TES: NEW SIGN ON SUPPORT SCALE IN FEET City Of Tukwila BUILDING DIVISION STRIPING DETAIL (SEE DRAWING P762CM04 FOR DETA I LS) SIGN INSTALLATION NOTE (SEE DRAW I NG P762CM05 FOR DETA I LS) SEE DRAWINGS P762AUO2 AND P762AUO3 FOR ARCHITECTURAL SIGN INSTALLATIONS. 2. ALL PARK I NG SPACES DES I GNATED "C" SHALL HAVE "COMPACT" PA I NTED I N THE STALL. SEE DRAW I NG P762CM04. RECEIVED CITY OF TUKWILA OCT 15 2008 PERMIT CENTER SIGN NO. MUM U M= 4 MI ILLUSTR. NO. 4 4 MEM CODE NUMBER LOCATION SIGN SIZE LETTER SIZE OR CODE POST MATERIAL POST SIZE CLEARANCE POST LENGTH REMARKS STATION OFFSET H I 3fi" R7 -4 PR3 2 +98 26 LT 12 x 18 STD WOOD MK= 7 12 . • R6 -2 PR5 1+56 21 RT 12 x 18 STD WOOD 11121AMMININE 12 R7 -4 R5- I PR5 1+61 PR5 1+67 28 RT 21 RT 12 x 18 30 x 30 STD STD WOOD WOOD 4 X 4 4 X 4 7 2 • R5-I PR5 1+97 19 RT 30 x 30 STD WOOD 4 X 4 111111151=1111MEMIM . 6 gjai I R I - I PR5 1+97 19 RT 30 x 30 STD 1111111111111115111111111111111111INSTALL 4 X 4 11111E15111 12 ON SAME POST AS SIGN NO. 5 . 4 R7-4 PR4 3 +93 . 15 RT 12 x 18 STD WOOD 8 R7-4 PR5 4 +05 14 LT 12 x 18 STD WOOD 4 X 4 . 9 4 . R7 -4 PR5 4 +55 ECM 12 x 18 STD WOOD 4 X 4 10 11E1111 R7 -4 PR5 4 +05 . 14 RT 12 x 18 STD WOOD _ 4 X 4 R7 -4 „RP qr-i-ily P., Elis.1 12 x 18 STD WOOD 4 X 4 12 I R I - I • PR5 5 +02 13 RT l 30 x 30 STD WOOD 4 X 4 13 4 R7-4 "''''' rn1 12 x 18 STD WOOD 4 X 4 14 4 R7-4 -: • - 12 x la STD WOOD 4 X 4 15 5 R3 -5 d PR5 5 +02 13 RT 130" x 36" STD INSTALL ON SAME POST AS SIGN NO. 12 I 30" 2 • 3 - rte^------ ONE WAY ' x 18" !! x 18" 5 3fi" \ / \ S TOP DO NOT ENTER w-- ^ ---� NO PACKIG ANY TIME 1 f , ONLY R3 -5 30" x R I -1 30" x R5 -1 30" x 30" R6 -2 12" R7 -4 12" x►?L S Rcsolved HA2234H REG - -AMI irscALE_ f 2 3 5 0 co 0 0 3 cv 0 -0 •0 . CV • / I . k Ln NOTE$: 1, THE NUMBER BELOW EACH SIGN I S THE MUTCD S I GN NUMBER. 2. S I GN POSTS SHALL BE I NSTALLED PER THE LOCAL AGENCY'S STANDARD PLANS AND SPEC I F I CATIONS. 3. MOUNTING HARDWARE AND SIGN POSTS SHALL BE APPROVED BY RESIDENT ENGINEER PRIOR TO INSTALLATION. 4. ALL CEDAR POSTS WITH MOUNTED STOP SIGNS OR YIELD SIGNS SHALL HAVE RED /WHITE' STRIPES PER C 1 TY . OF TUKW I LA STANDARD PLAN RS-- I.4, SIGN INSTALLATION SCHEDULE 10/07/08 01/24/08 Date GRN By LAW MJM Chk. App. TRAFFIC SIGNS Revisions _ civ l ob *014 ISSUED FOR CONSTRUCTION Designed By. M. BERRY Drawn By Checked By R. BELL L. WIND Approved By M. MORAVEC � HEWITT H ubmitted: D. HEW I TT Date: Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101 -3665 (206) 622-5822 fax (206) 622 -8130 01/24/08 Approved: SOUNDTRANSIT Date: R. KEMPKES I 01/24/08 Scale: Date: NTS Filename: 559J'762CM05.dwg Contract Na.: C 759 11/15/06 LINK LIGHT RAIL - PROJECT SOUTH CORRIDOR S I54TH ST STATION NORTH SURFACE PARKING LOT S I G N I N G DETAILS I eric � ��� C dire ru� OMPLIAIVCL APPROVED FEB 0 2 2009 CitY01• Tukw►iia UILDIN DIVISION RECEIVED CITY OF TUKWILA OCT 15 2008 PERMIT CENTER Drawing No.: P762CM05 Sheet No.: 358 A Rev.: XREF'S Resolved HA-2234H REG —COO S59JP762CP S59J?402CA X560rx Unresolved L TSCALE 1=1 5 a w c0 0 cv - �a o 3 V) oi %0 L 0) A ii o 0 No. AP PR3 1+74.34 PR3 2 +02.75 PR4 1+00 AP PR3 3 +76.77 10/07/08 01/24/08 Date PR5 I PR3 3 +36.88 1 PR5 1+37.96 By Chk. 1+00 App. Revisions 1 1 1 GRN LAW MJM GA/AID #014 ISSUED FOR CONSTRUCTION PR5 2 +00 Designed By: Drawn By: Checked By. M. REEVE T. ANDERSO A. EW I NG Approved By: C. OLSON PR4 2 +00 4 PR4 2 +73.53 36.15' RT PR5 3 +00 Submitted: SoUTHCEN TER BLVD CONSTRUCTION LIMITS HEWITT ARCHITECTS D. HEWITT 31.53' 0 tr PR4 3 +64.1 I 31.51 LT PR5 3 +81.90 1 6.73' LT Date: AP PR4 2 +94.49 to csi 01/24/08 z P R5 PR5 3 +50.00 PR4 4 +27.49 +00 AP PR5 3 +59.64 Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101 -3665 (206) 622 -5822 Fax (206) 622-8130 Approved: R. KEMPKES Date: SOUNDTRANSIT CONSTRUCTION LIMITS 01/24/08 5 Scale: Date: +00\ 1 20 10 0 Contract No.: SCALE IN FEET I"=20 Filename: S59 .dwg C 759 I1/15/06 20 DELETED DELETED CIP WALL CIP WALL DELETED WALL # A `• Y J.— —A.— CURB WALL 4 DRAWING # __SE 0 NOTES: I . SEE ARCHITECTURAL DRAWINGS P762AU51 FOR ALL RAILING AND FENCING DETAILS. 2. SEE UTILITY DRAWINGS P762UCO2 AND P762 FOR FOOTING DRAINAGE AND OUTLET CONNECTIONS. 3. SEE CIVIL DRAWING P762CA0 I FOR SITE LAYOUT. 4. SEE CIVIL GRADING PLANS P762CG02 AND P762CG03 FOR WALL #1 ELEVATIONS. SEE ARCHITECTURAL PLAN P762AU54 FOR WALL #1 LAYOUT AND ALIGNMENT. 5. 40 I MEN EG WALL INDEX DESCRIPTION B LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S I54TH ST STATION NORTH SURFACE PARKING LOT RETAINING WALL LAYOUT PLAN rtevlinv ;u ruh. CODE COMPLIANCE APPROVED FEB 0 2 2fl11q CIt► Of Tukwila BLOWING DIVISION RECEIVED CITY OF TUKWILA OCT "I 5 2008 PERMIT CENTER Drawing No.: P762SWO I Sheet No.: 36I Rev.: A MINNIIIMMIIIIMII GI.6 — 0 P7 2AU52 EINiZSZIRRIEVIIMEStElil cs.o — 024 c 7�zau5z GI.6 — 0 P7 2AU52 Resolved $59.,1 3 HA.._2234H REV–DAN $55J177&.AU $55_N76_CM $55_N79 CP 559 ..P762AL/ 559_P 762CP 559_P762t 559_R402CA $59_R402CM X560rx X56psf Unresolved X560crn LTSCALE l =1 1 • 5 0 CO N, W 01 0 •v O co a l 76 In cr) DO ••• v / A I O 07' O6 JD I DS DH ,, » *O 0 0. 1/24/08 .1 ISSUED FOR CONSTRUCT No. Date By IChk. App. ' Revisions LEGEND: C14 C-= w ww__w._iw_ii.__ ■ ■M ■UN■■ ■M■■■al■ ■ ■ ■M■ ■M ■MM■■ ■■■ ■ ■■■ ■MM■ ■ ■ ••••• MMM■■ ■■ •••••••• ____w__m=w=i.m. I SEE D W P7G2 R MERGENCY E, SEE DWG NE f ik s * 1 1 I JERDIFi AWM 1i1alaNt j mown* 1 IR IINNO MBA k' I : ■.. • xmmrim Via, AMC Nue mirm woo ri• AKIN 11 (i■■11re1 ar o n ; • . •...., MMMM . ••••• :Z . IRI i . • WOW • • P76� ONE WAY LOOP ........ 1 1 " 1 1 4 • • - • fl .s_ . h t . . . •....•... . .. P762AU5 I , P762AU I PROPERTY LINE AND LIMIT OF CONSTRUCTION PROPERTY LINE • PROPERTY LINE LIMIT OF CONSTRUCTION LIMIT OF CONSTRUCTION P782AU3IA ar w ■ ma rr 1 ■ ■ ■ ;;:::: _ - '.L.: — - - -- I SEED DWG P6 I• CCTV CAMERA, SEE NOTE 3 11 6' -0" CHAIN LINK FENCE. SEE DWG P762AU5 I PARK 1 NG LOT LIGHT, SEE NOTE 3 PEDESTR L I GHT, SEE NOTE 3 ST SITE S I GNAGE, SEE NOTE 6 SCORED C I P CONCRETE PAVEMENT. SEE I /P762AU50 PROPERTY LINE AND LIMIT OF CONSTRUCTION Designed By. D. SN I DER Drawn By: J. CHOU Checked By: K. SN I DER Approved By: D. HEWITT 2AU5I I C3.0 — 02— X /P762AUXX SCORED VEHICULAR CONC PAVEMENT, SEE CIVIL DWGS PER NOTE I SEGMENTAL CONC RETA I N I NG WALL, •SEE DWG P762AU54 AND DETAIL I /P762AU5 I PLANTED. SEE LANDSCAPE DWGS PER NOTE 4 ST SITE - I GNAGE I DENT 1 F I ER, SEE NOTE 6 Submitted: PAVING AND FURNISHING PLAN (NORTH) SCALE: I i1 = 20 —O" HEWITT RCHITECTS D. HEWITT Date: NOTES: 01/24/08 0 " P Approved: — — — — OF ATH LIGN W/ OF TRIPING, YP. • SEE DWG P7 2C 02 P762AU54 , - a J rinigniVICWTH ■ MR ■EMU +? TYP 08W00 - I . SEE CIVIL DWG P762CA0 I TO P762CA03 FOR LAYOUT INFORMATION. 2. SEE CIVIL DWG P762CG0 I TO P762CG03 FOR GRADING INFORMATION. 3. SEE ELECTRICAL DWG P762JP01 FOR LIGHTING AND SYSTEMS INFORMATION. 4. SEE LANDSCAPE DWG P762LPOO TO P762LP02 FOR PLANTING INFORMATION. 5. SEE I RR 1 GAT I ON DWG P762LR00 AND P762LR20 TO P762LR21 FOR IRRIGATION INFORMATION. 6. SEE DWG P762AU52 FOR ST S GNAGE SCHEDULE. 7. SEE DWGS P762CA02 AND P762CA03 FOR LOCATION OF PARKING LOT AND PEDESTRIAN LIGHTS R. KEMPKES SOUNDTRANSIT Date: ( P762AU00 Scale: Date: 01/24/08 1 11 = 20 Filename: S59_.P762AU0 I .dwg Contract No.: C 759 11/15/06 ATCIj 1 F 1 Nr 20 10 0 20 • • 40 SCALE IN FEET �� COMPLIANCE COD APPROVED FEB 0 2 211119 ' aty Of Tukwila UUILDING.DwISJQN LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S 154TH ST STATION NORTH SURFACE PARK l NG LOT ARCHITECTURAL PAVING AND FURNISHING PLAN (NORTH) cm ' OF TUK ILA OCT 15 2008 PERMIT CENTER Drawing No.: . P762AU0 I Sheet No.: 373 A Rev.: XREF'S Resolved 559_P762AU_3 559...P762L HA...2234H RFC — OMH S ._ N76_AU S55JJ76 CM S55J176 C 559_P762AU 559,_,P762CP' 559.S4O2CA S59 R402CM X560rx X560sf Unresolbed X560cn ' L TSCALE l = 1 3 • 5 CO 0 al 0 3C PO CO al � 3 c4 - N .0 L o 0 J. CHOU Checked By K. SN I DER Approved By D. HEW 1 TT LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S.I54TH ST STATION NORTH SURFACE PARKING LOT ARCHITECTURAL -- ENLARGED PLAN AT NORTH / SOUTH PEDESTRIAN WALK 0D x .120 STAINLESS STEEL HANDRAIL, TYP ON BOTH SIDES OF RAMP iii" D I A x I /4" STAINLESS STEEL ESCUTCHEON PLATE. EPDXY SET TO COVER CORED HOLE IN CONC, TYP CIP CONC WALK PER DETAIL 3/P762AU31A 4" DEPTH 3/4" CRUSHED SURFACING TOP COURSE (CSTC) SIM TO DETAIL I /P762AU50 SUBGRADE COMPACTED TO 5" DEPTH AT 95% OR UNDISTURBED NATIVE S O I L NOTES: I. SEE DWG P762CA02 FOR RAMP LAYOUT 2. SEE DWG P762CG02 FOR ELEVATIONS ADA WALK /RAMP ENLARGE[} PAVING AND FURNISHING PLAN HANDRAIL IN CIP CONC. WALK AT ADA RAMP SEE DETAIL 1 /P762AU31 FOR POST SPACING AT WEST END NOTE: 1. PROVIDE CONTINUOUS THICKENED EDGE AT EDGE OF CIP CONCRETE WALK 2. ALL WELDS TO BE CONTINUOUS (NO SPOT WELDS) 3. GRIND SMOOTH ALL WELDS. 4. MAX SPACING BETWEEN POSTS TO BE + /-- 81-0". 5. PROVIDE BROO FINISH PERPENDICULAR TO DIRECTION OF TRAVEL. SCALE: I " SIM TO CIP CONC WALK PER DETAIL I /P762 --AU50 HANDRAIL I N CIP CONC. WALK AT ADA RAMP SCORED JOINT PER THIS PLAN SCORED CONCRETE PAVEMENT SEE I /P762AU50 AND 3 /P762AU3I CONC CURB, SEE CIVIL DWG P762CX02 24 "x24" DETECTABLE WARNING SURFACE SEE SECTION 02780 NUMBER OF EQUALLY SPACED SCORED JOINTS I. SEE CIVIL DWG P762CA01 TO P762CA03 FOR LAYOUT INFORMATION. 2. SEE CIVIL DWG P762CGOI TO P762CG03 FOR GRADING INFORMATION. 3. SEE ELECTRICAL DWG P762JPO I FOR LIGHTING AND SYSTEMS INFORMATION. . 4. SEE LANDSCAPE DWG P762LP00 TO P762LP02 FOR PLANTING INFORMATION. 5. SEE IRRIGATION DWG P762LR00 AND P762LR20 TO P762LR21 FOR IRRIGATION INFORMATION. I —I /2" OD x .120 STAINLESS STEEL HANDRAIL, TYP ON BOTH SIDES OF RAMP 3J"DIA x 1/4" STAINLESS STEEL ESCUTCHEON PLATE. EPDXY SET TO COVER CORED HOLE IN CONC, TYP CORE PAVING SURFACE TO ACCEPT HANDRAIL POST & GROUT. PROVIDE 6" EMBED, TYP 4" DEPTH 3/4" CRUSHED SURFACING TOP COURSE (CSTC) SIM TO DETAIL I /P762AU50 SUBGRADE COMPACTED TO 6" DEPTH AT 95% OR UNDISTURBED NATIVE SOIL XREF'S Resoles H.4_2234H RCG —DMH 558 762AU 3 L4wesol wood LTSCAL 1 =1 5 Brace rail Truss rod CHAIN L INK FENCE TYPE I (SET IN CONCRETE FOOTINGS) (SEE DETAIL 2/P762AU5 I ) Brace posts L i n e post End, gate: or corner post Twisted cnc barbed selvage END, CORNER & PULL POST J.D. weight Pipe Per FOo# (Inches) (Pounds) I,D. vte?9tsf Dice i Per foo (Inches) (Pounds) BRACE RAIL & TOP RAIL ROUND NOT TO SCALE 6 H I G H WSDOT CHAIN LINK FENCE TYPE TOP . OF WALL ELEVAT ION VAR I ES SEE DWGS P762AU54, P762CGO2 AND P762CG03 TOP OF WALL TO BE LEVEL, SEE DWGS P762AU54 AND P762CG02 TO P762CG03 FOR ELEVATIONS. STEP TOP OF WALL AS INDICATED ON DWGS SOLID CAP UNIT (NO OVERHANG --FIN GR AT ASPHALT PAVEMENT VAR l ES, SEE CIVIL DWGS P762CG02 TO P762CG03 FOR ELEVATIONS AND P762CX02 FOR DETAILS SLOPE VAR I E 3H: I V MAX A 10/07/08 0 01/24/08 No. Date CHAIN LINK FENCE MEMBER €.D. Pipe (Inches) LINE & BRACE POST ROUND Weight Per Foot (Pounds) CONCRETE CURB, SEE P762CX02 FOR- DETAIL II II I H // ffl EIII• L I �- 2'--6" (MINIMUM) I III 35 AND P762CA03 - � CATION OF FACES OF WALL LIMIT OF NO WORK -ZONE 1.5H: I V MAXIMUM .SLOPE SEGMENTAL CONCRETE RETAINING WALL • SCALE: 3/4" = I'-.0" 5' ---6" (MINIMUM) Si eeves Chci•n link fabric Top rail Stretcher bar Twisted and barbed selvage Brace post Pull post ALL POSTS LENGTH SLOPE VARIES, 3H: I V (MAXIMUM) DRAINAGE FABRIC AT TOP . OF DRAINAGE FILL. PROVIDE I' OVERLAP DOWN BACK SID 0 i///// F LL. SEE SPECIFICATION SECTION 02835 NOTES: I . REFERENCE SPECIFICATION - SECTION 02820. 2. REFER TO CHAIN LINK FENCE MEMBER TABLE AT LEFT FOR SIZE OF POSTS AND RAILS. NOTE: I. PROVIDE CORNER UNITS TO CONSTRUCT 90 CORNERS. 2. FIELD MITER CAPS AND FAC NG UNITS AT OBLIQUE CORNERS FACE OF WALL AT ARCO PROPERTY FIN GRADE AT WALL AT ARCO PROPERTY LIMIT OF NO WORK ZONE BOTTOM OF FOOTING AT WALL AT ARCO PROPERTY: APPROXIMATE EL 331.2 PLANTING SOIL PER LANDSCAPE DWG P762LD22 STANDARD CONCRETE FACING UNIT WITH PINNED VERTICAL STACKING. CONSTRUCT AS PER MFG SPECS SEE SPECIFICATIONS SECTION 02835 COMPACTED STRUCTURAL BACKF I LL. SEE SPECIFICATION SECTION 02300 . . DRAINAGE AGGREGATE PROVIDE A MINIMUM OF ONE AND ONE-HALF COURSES BELOW GRADE PERFORATED DRAIN PIPE. CONNECT TO STORM SYSTEM PER UTILITY AND DRAINAGE DWG P762UCO2 AND P762UCO3 SUBGRADE COMPACTED TO 95% OR UNDISTURBED NATIVE SOIL. REFER TO CIVIL SPECIFICATION SECTION 02300 Designed By. D. SNIDER Drawn By COMPACTED CRUSHED SURFACING BASE COURSE P76��01 P762AU01 RCHITECTS PROPERTY LINE 6' HIGH CHAIN LINK FENCE TYPE I. FENCE AND POST PER DETAIL 4/P762AU5 PROVIDE SLEEVE AND FILL W/ NON - SHRINK GROUT TO ANCHOR POST CONC FOOTING FINISH GRADE, SEE NOTE I NOTES: I. SEE DWGS P762CG02 TO P762CGO3 FOR FINISH GRADE ELEVATIONS. 2. INSIDE DIMENSIONS OF SLEEVE TO BE NOT LESS THAN I /2" GREATER THAN OUTSIDE DIMENSIONS OF POSTS. DA. 3. SLEEVE TO BE SEAMLESS STEEL PIPE CONFORMING TO ASTM A53, TYPE S, GRADE A HIGH CHAIN LINK FENCE I N CONC FOOTING (SECTION) SOUNDTRANSIT P7fi�� 1 Scale: AS SHOWN Filename: S59_P762AU5 I.dwg Contract No.: digg APPROVED FEB 0 2 ?flIH RECEIVED CITY OF TUKWILA OCT. 15 2008 PERMIT CENTER Drawing No.: Sheet No.: P762AU5 I JD DS OH C+1N.1Z *CM 4- I SSUED FOR CONSTRUCTION By Chk. App. Revisions - ... Checked By K. SN I DER Approved By D. HEW I TT Submitted: D. HEW I TT Date: 0I/24/os Approved: Date: R. KEMPKES I 01 /24/08 Date: 11/15/06 LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S 154TH ST STATION NORTH SURFACE PARKING LOT - ARCHITECTURAL HARDSCAPE DETAILS XREF's Rvsclbed 559., P762AU 3 X560RX X56o&F HA..22,34H REG —MY 5591 559 P762OP 359_P7621. 559_P762L! 559_R4C2CA xS550irx x556asf Unresolved S59_.P76200 S59 R402C.A_3 L75CALE 5 0 co 0 NI L 0 01 � 00 C J • N .. ED CO to o 0 B I0 /O7 /08 A 08/20 /08 0 01/24/08 NNo Date B Chk. LEGEND SYMBOL Revisions BOTANICAL NAME jNI o , ff f ■tares ►► /Deep immrr.4111 irrra 0 arahlywomi ■Eli 1 4 1 4 4 4 r ■ ■ ■ a X111 :� .ir MOO tl AIM? VIM 4E6,7% ei.Y,Al N ;OP:e 4/1!&,AiNkAlft.ARk Itril ` O''_ 'P ro...i i ' O • � . " 'O i0 i. . OA . TREES ACER PLATANO 1 DES 'CRIMSON KING' ACER CIRCINATUM ACER RUBRUM 'ARMSTRONG' _ . CHAMAECYPAR I S OBTUSA 'GRAC I L I S' FRAX I NUS OXYCARPA 'RAYWOOD' PYRUS CALLERYANA 'CHANT I CLEER' THUJA OCC I DENTAL I S 'EMERALD' LARGE SHRUBS • e CORLUS CORNUTA CALIFORNICA HAMAMEL I A X I NTERMED I A MED I UM SHRUBS ROSA RUGOSA 'HENRY HUDSON' VIBURNUM T I NUS 'DWARF' JY KN C to 4011 MSKN CNRFP #009 ISSUED FOR CONSTRUCTION leilslr r 0 tea .1 --- �-: .111R !Ai o = ■ 3W - -01.1911r-rrnitirwer' - Twit Designed By J. YAM AGUCH I Drawn By: K. SASAK I Checked By: K. NAKANO Approved By: J. YAM AGUCH I COMMON NAME CRIMSON KING MAPLE VINE MAPLE ARMSTRONG MAPLE HINOKI FALSE CYPRESS RAYWOOD ASH FLOWERING PEAR EMERALD ARBORITAE WESTERN HAZELNUT WITCH HAZEL HENRY HUDSON RUGOSA DWARF LAURUST I NUS STATE OF WASHINGTON RE NO. 371 SCALE: I 20' SYMBOL. BOTANICAL NAME LOW SHRUBS MAHON I A AQU I FOL I M 'COMPACTA' 0 PRUNUS LAUROCERASUS 'OTTO LUYKEN' 0 PYRACANTHA COCC I N I A 'LOWBOY' TAXUS CUSP I DATA 'MONLOO' GROUND COVERS ARCTOSTAPHYLOS UVA —URS I RUBUS PENTALOBUS 'EMERALD CARPET' HEWITT ARCHITECTS Submitted] PLANTING PLAN (NORTH) D. HEWI Date: NAKANO.ASSOCIATESuz Landscape Arcbiteets 2300 Seventh Avenue tel 206 292 9392 Seattle WA 98121 fax 206 292 9640 WWW.ti Amos aaociates.com 01 24 08 Approved: n P7fi2LP01 • COMMON NAME COMPACT OREGON GRAPE OTTO LUYKEN LAUREL FIRETHORN SPREADING YEW KINNIKINNICK EMERALD CARPET BRAMBLE SOUNDTRANSIT Date: R. KEMPKES 01 24 LIMIT OF PERIMETER LANDSCAPE REQUIRED. SEE SHEETS P762LP00 & P762AU0I FOR MORE INFORMATION. 08 Date: Filename: S59.9762LP01.dwg Contract No.: POLE MOUNTED LIGHTS i PEDESTRIAN LIGHT —20 C 759 1 1/15/06 SYMBOL I TEM WIN ■. ■■ ■ ■ ■■ SCORED CIP CONC WALK 20 10 0 20 40 ' t SCALE I N FEET NOTE: FOR COMPLETE PLANT SCHEDULE AND NOTES REFER TO SHEET P762LD21 L I K LIGHT RAIL PROJECT SOUTH CORRIDOR S 1 54TH ST STATION NORTH SURFACE PARKING LOT PLANTING PLANS (NORTH) Ll�dpu i rug CObE COMPLIANCE APPROVED FEB 0 2 MN at!► � Tuima _BUILDING DIVISION RECEIVED CITY OF T UKWILA. OCT 15 2008 PERMIT CENTER Drawing No.: P762LP0 I Sheet No.: 382 XREF'S .Resolved HLL2234H REG —MY Unresolmd LTSCALE 5 0 Co 0 0 Cri ; �l In -o i col Q 0 — B A 0 PLANT SCHEDULE (NORTH SURFACE PARKING LOT - QTY 19 14 QTY 67 931 232 246 546 4,588 3,765 SYMBOL Z237 8 10 /07/08 08 20 08 0124 08 0 0 0 QROUND COVER 3,013 EEI ARCTOSTAPHYLOS UVA —URSI KINNIKINNICK F:=7-=1 SYMBOL BOTANICAL NAME TREES 0 0 KN BOTANICAL NAME TREES ACER PLATANO I DES 'CRIMSON KING' ACER CIRCINATUM ACER RUBRUM 'ARMSTRONG' CHAMAECYPAR I S OBTUSA 'GRAC I L I S' FRAX I NUS OXYCARPA ' RAYWOOD' PYRUS CALLERYANA 'CHANT I CLEER' THUJA OCC I DENTAL I S 'EMERALD' LARGE SHRUBS CORYLUS CORNUTA CAL I RAN ICA HAMAMEL I S X I NTERMED I A MEDJUM SHRUBS ROSA RUGOSA 'HENRY HUDSON' VIBURNUM TINUS 'DWARF' _ LOW SHRUBS MAHONIA AQUIFOLIUM ''COMPACTA' COMPACT OREGON GRAPE PRUNUS LAUROCERASUS 'DTTO LUYKEN' OTTO LUYKEN LAUREL PYRACANTHA C O C C I N I A 'LOWBOY' F I RETHORN TAXUS CUSP I DATA 'MONLOO' SPREADING YEW CARDINAL ROYAL SORBUS AUQUPAR I A 'CARDINAL ROYAL' MOUNTAIN ASH SORBUS AMER ICANA 'DWARFCROWN' RED CASCADE MOUNTAIN ASHAS SHOWN EVERGREEN SHRUBS PRUNUS LAUROCERASUS 'OTTO LUYKEN' OTTO LUYKEN LAUREL DECIDUOUS SHRUBS CORNUS STOLON I FERA 'KELSEY I POTENT I LLA ATROSANGU I NEA 'G I BSON'S SCARLET' • GRASSES PENNISETUM ORIENTAL UN V RS FRAGARIA CHILOENSIS ARCTOSTAPHYLOS UVA —URSI NOTE: I . ALL LANDSCAPE MED 1 ANS SHALL BE I RR I GATED. *014 CNRFP #009 ISSUED FOR CONSTRUCTION Revisions COMMON NAME CRIMSON KING MAPLE VINE MAPLE ARMSTRONG MAPLE HINOKI FALSE CYPRESS RAYWOOD ASH FLOWERING PEAR EMERALD ARBORVITAE . WESTERN HAZELNUT WITCH HAZEL HENRY HUDSON RUGOSA DWARF LAURUST I NUS COMMON NAME FOUNTAIN GRASS W I LD STRAWBERRY . KINNIKINNICK Designed By. J. YAMAGUCH I Drawn By K. SASAK I Checked By. K. NAKANO Approved By. J. YAM AGUCH I SPACING AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN 36" O.C. 36" O.C. 36" 0.C. AS SHOWN 3" CAL. 3" CAL. 3" CAL. 7' -8' 3" CAL. 8'— I O' AS SHOWN 5 GAL. AS SHOWN 30 " -36" HT. or 5 GAL. AS SHOWN 5 GAL. 24" O.C. 2 GAL. 5 GAL. 5 GAL. 2 GAL. 5 GAL. 18" O.C. I GAL. RUBUS PENTALOBUS 'EMERALD CARPET' EMERALD CARPET BRAMBLE 18" O.C. I GAL. PLANT SCHEDULE (SOUTHCENTER BLVD MEDIAN - R402LPO4 - LP 12) SPACING SIZE 3" CAL. 30" OC 5 GAL., KELSEY DOGWOOD 18" OC 2 GAL. CINQUEFOIL 24" OC 2 GAL. 18" OC 3 GAL. 18" OC I GAL. AS SHOWN I GAL. P762LP01, LPN) STATE of waiNGTON TOM SIZE COMMENTS 3" CAL. UN I FORM HT. & FORM, EVEN BRANCHING UN I FORM HT. & FORM, EVEN BRANCHING 311 UN I FORM HT. & FORM, EVEN BRANCHING I MULTI TRUNKED, MIN. 3 CANES UN I FORM HT, & FORM, EVEN BRANCHING 35 B&B UN I FORM HT. & FORM, EVEN BRANCHING 2 UN I FORM HT. & FORM, EVEN BRANCHING B&B 7 COMMENTS Submitted: HEWITT ARCHITECTS D. HEWITT • Date: PLANT SCHEDULE (R4O2LPO I , R402LP02, R402LP03, R502LP0 I , AND R502LP02) QTY 15 7 41 103 199 42 32 I, 107 Landscape Architects W v.ualc noassociates.com 01 24 08 SYMBOL BOTANICAL NAME 1,015 2,234 2300 Seventh Avenue tel 206 292 9392 Seattle WA 98121 fax 206 292 9640 Approved: 0 135 0 VIBURNUM TINUS 'DWARF' DWARF LAURUST I NUS 138 0 CISTIS CORBARIENSIS WHITE ROCKROSE GROUND COVER r ARCTOSTAPHYLOS UVA —URSI KINNIKINNICK 18" O.C. RUBUS PENTALOBUS 'EMERALD CARPET' . EMERALD CARPET BRAMBLE 18" O.C. k. 3 GENERAL LANDSCAPE NOTES 1. LAYOUT OF PLANTS SHALL BE APPROVED BY RESIDENT ENGINEER PRIOR TO PLANTING. 2. PLANT MATER I AL LAYOUT MAY REQU I RE ADJUSTMENT TO ACCOMMODATE STRUCTURES, OBSTACLES,. UTILITIES. ETC. NOTIFY RES I DENT ENGINEER OF PROPOSED CHANGES. 3. SHRUBS AND GROUNDCOVERS SHALL BE PLANTED M I N. OF 24" FROM TRUNK OF ALL NEW TREES, MEASURED FROM CENTER TO CENTER. 4. VER LOCATION OF ALL BELOW GRADE UTILITY LINES & STRUCTURES AND PROTECT DURING CONSTRUCTION. 5. ALL LANDSCAPE AREAS SHALL RECE I VE TOPSO I L. 6, ALL LANDSCAPE PLANTING BEDS SHALL RECEIVE MULCH. 7. ALL LANDSCAPE AREAS SHALL BE I RR I GATED W I TH . AN AUTOMATIC SPR I NKLER AND /OR DRIP IRRIGATION SYSTEM.. No. Date NAKANO TES LLC TREES ACER RUBRUM 'ARMSTRONG' FRAX I NUS PENNSYLVAN I CA 'MARSHALL SEEDLESS' FRAX I NUS OXYCARPA ' RAYWOOD' L I QU I DAMBAR STYRAC I FLUA ' WORPLESDON' PYRUS CALLERYANA 'CHANT I CLEER' LARGE SHRUBS CORYLUS CORNUTA CAL I FORN I CA WESTERN HAZELNUT LOW SHRUBS BERBERIS THUNBERGII 'ATROPURPUREA' ESCALLONIA FRADES I1 EUONYMUS ALATUS 'COMPACTA' ROSA RUGOSA MAHON I A AQU I FOL I UM 'COMPACTA' PRUNUS LAUROCERASUS 'OTTO LUYKEN' R. KEMPKES Date: SOUNDTRANSIT 01 24 08 Scale: Date: COMMON NAME ARMSTRONG MAPLE GREEN ASH RAYWOOD ASH WORPLESDON SWEETGUM FLOWERING PEAR JAPANESE BARBERRY FRADES ESCALLON I A WINGED EUONYMUS 42" O.C. RUGOSA ROSE (WHITE VAR.) AS SHOWN OREGON GRAPE 36" O.C. OTTO LUYKEN LAUREL 36" O.C. NTS Filename: _ S59__P762LD2I.dwg Contract N : C 759 11/15/06 SPACING SIZE AS SHOWN 5 GAL. AS SHOWN 36" O.C. 5 GAL. 5 GAL. 5 GAL. 5 GAL. 2 GAL. 5 GAL. 24" O.C. 2 GAL. AS SHOWN 5 GAL. I GAL. I GAL. COMMENTS AS SHOWN 3" CAL. UN I FORM HT. & FORM, EVEN BRANCHING AS SHOWN 3" CAL. UN I FORM HT. & FORM, EVEN BRANCHING AS SHOWN 3" CAL. UN I FORM HT. & FORM. EVEN BRANCHING AS SHOWN 3" CAL. UN I FORM HT. & FORM, EVEN BRANCHING AS SHOWN 8'— I 0' UN I FORM HT. & FORM, L I NK L I GHT RA I L PROJECT SOUTH CORRIDOR S 154TH ST STATION LANDSCAPE PLANT SCHEDULE CODE COMPLIANCE APPROVED City Of Tukwila FE i3 0 2 201,4 JADING DIVISION RECEIVED CITY OF TUKWILA OCT 151008 PERMIT CENTER Drawing No.: P762LD21 Sheet No.: 384 )(REF'S Resolved $59_P762A1.1._3 HA_2234H REG—MY 559__1 559.,_P762CP 559_P 7$2 L $59...P762LR $59_R4020& X560rx X560sf Unresolved LT SCALE CAGE 1 =l O CO N 0 i Co Q) co "IE a) cm N v 0 0 • i�. %‘ cr C co o o ii o B ' I 0/07/081.1Y A 08/20 /08 MS 0 01/24/08 No. Date By s=.ymimm ��,,j��yf,��v Div v :��yr���,.— �.,�,.......��..r fu-��u �'•�� N mot - " — v v ^-- v • v SS' ' ■ � ■a i ■f�� � .a. . ._u a �u i�N Y " _ •_�� � � SI = = ;=; _ IS i=- = I El M M MATCH L I NE— SEE DWG P762LR2 I LIMIT OF PERIMETER LA D REQUIRED. SEE SHEETS P 6 de P762AU0 I FAR I NFOjiM CAPE LPOO MORE T I ON. KN 0 JY KN Chk. App. a Qt 4D O a , 0 Revisions s� SYMBOL ITEM CNRFP #009 P1 55.2 P2 53.9 1 1 /2 1 1/2 1 1/4 IRRIGATION SCHEDULE NETAF IM TLCV4— 1 8025, TECHL I NE CV DRIPPER LINE SCHEDULE 40 PVC MAIN LINE CLASS 200 PVC LATERAL SUPPLY AND 'EXHAUST HEADERS /4" SCHEDULE 80 PVC SLEEV I NG SHRUB POP —UP SPRINKLER TORO XP- 300 —HP SERIES WI 05 NOZZLE SHRUB POP —UP SPRINKLER TORO ' 570Z-12P—S1 SHRUB POP —UP SPRINKLER TORO 5702— 12P —S I • SHRUB POP —UP •SPRINKLER TORO 570Z— 12P- -S I SHRUB POP —UP SPRINKLER TORO 570Z-12P—S1 SHRUB POP—UP SPRINKLER TORO 570Z-12P—S1 4 NW) * f ISSUED FOR CONSTRUCTION I /4 0 I / 2 ' I/2" 4 " P3 3/4- 5.87 IMI ■I • = 111 h — IC NIr tir •• � , v - ''i": NOTES SPACE 18" O.C. MAX. 3 POLY TUBING P762LD30 30' RADIUS, 5OPS I GPM: 2.42H, 4.83F 7 Designed By J. YAMAGUCH I Drawn By K. SASAK I Checked By_ K. NAKANO Approved By: J. YAMAGUCH I 3 P762LD3 I 3/4 3/4" 1/4" 1 " /4 " P76��I 8' SERIES NOZZLE, 30PS I GPM: .24Q, .30T, .50H, .70TT, .76T0, 1.0F 5' SERIES NOZZLE, 30PS I GPM: .09Q, .I2T, .I 9H, .25TT, .29TQ, .38F 4 —EST & 4 —SST & 2 —SST, 30PS I GPM: .6, 1.2, .12 15' SERIES NOZZLE, 30PS I GPM: .850, 1.10T, 1.65H, 2.2OTT, 2.60TQ, 3.60F 10' SERIES NOZZLE, 30PS I GPM: .4OQ, .52T, .71H, .97TT, ' . I.04TQ, I.49F P762LD30 Submitted: IRRIGATION PLAN (NORTH) (Th SCALE: I "= 20' P762LR20 SYMBOL ITEM a) NETAF I M TLSOV, MANUAL FLUSH VALVE O NETAF I M 10-- F--01, PRESSURE INDICATOR STAKE e AUTOMATIC CONTROL VALVE (TN) TORO P- 22023 -0 —X 0 EZ FLO VALVE P762LD3I W/ NETAF IM DF075— 120, D I SC F I LTER, '� & NETAF I M PRV075HF45, PRESSURE REGULATING VALVE ' - P762LD30 • QUICK COUPLING VALVE 0 Xx x.X HEWITT ARCHITECTS D. HEWITT POINT - OF CONNECTION ISOLATION VALVE P762LD30 CONTROL STATION NUMBER' VALVE SIZE GALLONS PER MINUTE NAKANOASSOCEATES Landscape Architects wrww.nakanoam)d tss.eam 5 2300 Seventh Avenue tel 206 292 9392 Mlle WA 98121 fax 206 292 9640 NOTES WATER METER, _" BACKFLOW PREVENT I ON ASSEMBLY, 2' PRESSURE P762L030 P762LD30 REDUC I NG VALVE, _" MASTER VALVE, FLOW SENSOR 4 P762LD30 fi 1 " 1 3 4 a i! ■■1■ Dote: - _ ` Approved: 01/24/08 I R. KEMPKES SOUNDTRANSIT Date: 3 .5 P76�� I 01/24/08 Scale: I Contract No.: Date: =20 Filename: S59_ 762LR20.dwg C 759 11/15/06 SYMBOL ITEM POLE MOUNTED LIGHTS 0 1111 NOTE: ■ ■ ■■ ■ ■ ■■ MINN 20 10 0 20 40 SCALE IN FEET PEDESTRIAN LIGHT SCORED CIP CONC WALK LINK LIGHT RAIL•PROJECT SOUTH CORRIDOR S I54TH ST STATION NORTH SURFACE PARK I NG LOT . I RR I CATION PLANS (NORTH) CODE ter41 ANCE APPROMED Citypf Tukwrila BUILDING DIVISION I . SEE DWG. P762LD30 AND P762LD3 I FOR I RR I GAT I ON DETAILS. 2. SEE DWG. P762LR2 I AND R402LR03 FOR POINT OF CONNECTION COORD I NATION. RECEIVED CITY OF T UKWILA orT 1 5 2008 PERMIT CENTER Drawing No.: P762LR20 Sheet No.: 387 B Rev.: E, REG 1 L PUGET S NAIL TRANS" UND AUTHORITY CE TRA LINK SOU:THCENT 7MPROV CO T CON RA issuEb T No, RT R CONS JANU/RY2008 IGHT. R BOULE D:'.WIN S LR /L AR Uc TIO REVISIONS No changes shall be made to that cope Ot work without prior app o Tukwila Building Division. NOTE: Revisions will require a new p submittal and may include additional plan review fees. /C759 c+� FELrz crwv Permit No ity Of Tu BUILDIN'- DIVISION 1 REVIEWED FOR CODE COMPLIANCE APPROVED b JUN 13 2008 Plar review approval is subject to error and omissions. Approval of construction documents does not aloe the violation of opted .. or ordinance. Receipt or approved Fi,1 Copy and ' ons is a edged: By .../ �� : . � Y . - Date: City of Tukwila BUILDING DIVISION 1:70 C ftt4K6L. Rr CE CITY OFTUKALA MAR 13 2008 PERMIT CENTER CORRECTION LTR# L REGIONAL T I .1 UGE rte. t3` .: ^rvIT ^:;': ' SO[/ND MT %` U THORI TY DECEMBER 2006 LI T /L RD ULE 346/ 5 REVIEWED This plan was reviewed for encrnl conformance with the faulting :s umgntleti by the jurisdiction: _ Structural Pruvisicns of the international Building Code 0 Pion - structural Provisions of the International Building Code ❑ Other; Vat project applicant is responsible for conformance with all applicable cows. CO °n ' o f approval. and permit requirements subject to the requir.ments and interpretations of the loverning authority. This review does nut relieve the Architect and Far$ineM'a of Record of dm responsibility fora complete design inaccordance with the Taws of the Bowling itaiediction and the staff of W'ashi Jatisdiction NIIDDL ON, Cade Review Consultant RECEIVED CITY OFTLY'',: ty! A • FEB 0 S 7007 PERMT b GEP i ER T30+05 POI003 PO=P REStIEVE'D FOR CODE. COMP APPROVE \,r SUN . 13 Q.00a Cl ( ../*lla BUILDING DVISION I SOUNDTRANSIT, SUPPORT PROVIDED BY: ST CONSULTANTS: Puget Sound Transit Consultants (PSTC) Hewitt Architects /KPFF /Nakano DKS Associates /CTS LTK Engineering Services CENT L PUGET SOON RE IONAL T N SEATTLE TACOMA INT L A I RPORT I o . 0 � , 0) D PROJECT LOC - / • N M P CONT CT D ' - WINGS CENT L LINK LIGHT RAIL SOUTHCENTER BOULEVARD IMPROVEMENTS CONTRACT N0: RTA /LR 33- 06/C759 ISSUED FOR CONSTRUCTION JANUARY 2008 Approved: ir Scale: NTS it A UTHORITY Cam Engineering --Manager Drawing No.: SOUNDTRANSIT CENTRAL PUGET.SO ND REGIONAL TRANSIT AUTHORITY Date: C G402GZ0I CODE ---AEVIEWEVO COMPLIAN VED JUN 13 Mb Cif A� �u� BUDDING PteSOON .. . o /zoo RECD. CITY OF TUKWILA MAR 1 3 2008 PERMIT CENTER THE PREPARATION OF THIS DOCUMENT HAS BEEN FINANCED IN PART THROUGH A GRANT FROM THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL TRANSIT ADMINISTRATION UNDER THE URBAN MASS TRANSPORTATION ACT OF 1964, AS AMENDED, AND I N PART BY THE CENTRAL PUGET SOUND REGIONAL TRANSIT AUTHORITY DISTRICT OF WASHINGTON, AND THE STATE OF 'WASHINGTON Contract No.: C 759 Sheet No.: XREF'S Resolved REG —ASM S59—INDEX ZG -2234H Unresolved L TSCALE / =/ 2 C a U SHT. No. No. Date DWG. No. R402RP05 R402RP06 R402RP07 R402RP08 R402RP09 R402CR08 R402CR09 MI NN REV 0 0 0 0 0 0 0 0 TITLE Submitted: A. MARWAHA INDEX OF DRAWINGS SHT. No. Date: II/I5/06 DWG. No. REV 0 0 0 0 0 0 0 Approved: R. KEMPKES S 154TH STREET CIVIL SHEETS CONTINUED TITLE G402GZOI 2 G402GX01 3 G402GX02 G402GX03 G402GX05 G402GX06 4 5 6 7 G402GX07 8 G4O2GVOI 9 G402GV02 I0 II 12 I2A G402GV05 G402GZ05 R4O2CCOI R402GZIO R402RPOI R402RP02 P762RP0I R402RP03 R402RPO4 R402RPIO R402RPII R402RP12 W40 —RPOI 27 R402CZOI 28 R402CZ02 29 R402CZ05 30 R402CROI 31 R402CR02 32 R502CRO1 33 R502CR02 34 R402CR03 35 R402CR04 36 R402CR05 37 R402CR06 38 R372CROI 39 R402CR07 40 41 42 R402CRIO 43 R402CRII 44 R4O2CRI2 45 R402CZ09 46 R402CZIO 47 R402CZII 48 R402CZ12 49 R4O2CZI3 50 R402CZI4 51 R4O2CE01 52 R402CE02 53 R502CEOI 54 R502CE02 55 R402CE03 56 R402CE04 57 R402CE05 R402CE06 R402CE07 R402CE08 R402CE09 R402CEI0 58 59 60 61 62 63 R402CEII 64 R402CEI2 65 R402CZI5 0 S 1 54TH STREET RIGHT—OF—WAY PLANS STA R40 11+50 TO STA R40 15+00 0 S I54TH STREET RIGHT—OF—WAY PLANS STA R40 15+00 TO STA R40 20+50 0 INTERNATIONAL BLVD RIGHT—OF—WAY PLANS NORTH PARKING LOT 0 SOUTHCENTER BLVD RIGHT—OF—WAY PLANS STA R40 20+50 TO STA R40 26+00 0 SOUTHCENTER BLVD RIGHT—OF—WAY PLANS STA R40 26 +00 TO STA R40 31+50 ISSUED FOR BID Revisions PROJECT LOCATION TITLE SHEET INDEX OF DRAWINGS INDEX OF DRAWINGS INDEX OF DRAWINGS REVERSE INDEX OF DRAWINGS REVERSE INDEX OF DRAWINGS REVERSE INDEX OF DRAWINGS GENERAL SHEETS SOUTHCENTER BLVD HORIZONTAL & VERTICAL CONTROL SOUTHCENTER BLVD HORIZONTAL & VERTICAL CONTROL NOTES AND SYMBOLS SOUTHCENTER BLVD ROW MONUMENT LAYOUT INDEX SOUTHCENTER BLVD LAYOUT INDEX SOUTHCENTER BLVD CONSTRUCTION SEQUENCING PLAN PROJECT SIGN R I GHT-OF-WAY SHEETS Designed By Checked By J. NAPOL I TANO Approved By. A. MARWAHA 143 144 145 R402CVOI R402CV02 R402CV03 R402CVO4 R402CV05 R402CV06 R402CV07 R402CV08 R402CV09 R402CVI0 R402CVII R402CV12 R402CV2I R402CV22 R402CV23 R402CV24 R402CV25 R4O2CXOI R402CX02 00 R402CX03 101 R402CX04 102 R402CX05 103 R402CX06 104 R402CX07 105 R402CX08 106 R402CDII 107 R4O2CDI2 108 R4O2CDI3 109 R402CDI5 1 10 R402CD16 III R402CDI7 1 12 R402CDI8 1 13 R4O2CD19 1 14 R402CZ20 1 15 R402USOI 1 16 R402US02 1 17 R502USOI 1 18 R502US02 1 19 R402US03 120 R402USO4 121 R402US05 122 R402US06 123 R402US07 124 R402US08 125 R402US09 126 R402USIO 127 R402USII 128 R402USI2 129 R5O2UVOI 130 R402UVOI 131 R402UV02 132 R402UV03 133 R402UVO4 134 R402UV05 135 R402UV06 136 R402UV07 137 R402UV08 138 R402UV09 139 R402UVIO 140 R4O2UDOI 141 R402UD02 0 Scale: Filename: S59_G402GX0 I .dwg Contract No.: S 154TH STREET ROAD MODIFICATIONS PROFILE STA R40 I1 +50 TO STA R40 15+00 SOUTHCENTER BLVD ROAD MODIFICATIONS PROFILE STA R40 15 +00 TO STA R40 20 +50 SOUTHCENTER BLVD ROAD MODIFICATIONS PROFILE STA R40 20+50 TO STA R40 26+00 SOUTHCENTER BLVD ROADWAY MODIFICATION PROFILES STA R40 26+00 TO STA R40 31+50 SOUTHCENTER BLVD ROADWAY MODIFICATION PROFILES STA R40 31+50 TO STA R40 37+00 SOUTHCENTER BLVD ROADWAY MODIFICATION PROFILES STA R40 37+00 TO STA R40 42+50 SOUTHCENTER BLVD ROADWAY MODIFICATION PROFILES STA R40 42+50 TO STA R40 48+00 SOUTHCENTER BLVD ROADWAY MODIFICATION PROFILES STA R40 48 +00 TO STA R40 53 +50 SOUTHCENTER BLVD ROADWAY MODIFICATION PROFILES STA R40 53+50 TO STA R40 59+00 SOUTHCENTER BLVD ROADWAY MODIFICATION PROFILES STA R40 59 +00 TO STA R40 64 +50 SOUTHCENTER BLVD ROADWAY MODIFICATION PROFILES STA R40 64 +50 TO STA R40 70 +00 SOUTHCENTER BLVD ROADWAY MODIFICATION PROFILES STA R40 70+00 TO STA R40 74+47 SOUTHCENTER BLVD DRIVEWAY PROFILES AND NOTES SOUTHCENTER BLVD DRIVEWAY PROFILES SOUTHCENTER BLVD DRIVEWAY PROFILES SOUTHCENTER BLVD DRIVEWAY PROFILES 0 SOUTHCENTER BLVD DRIVEWAY PROFILES INTERNATIONAL BLVD ROADWAY MODIFICATION TYPICAL SECTIONS S I54TH STREET ROADWAY MODIFICATION TYPICAL SECTIONS SOUTHCENTER BLVD ROADWAY MODIFICATION TYPICAL SECTIONS SOUNDTRANSIT Date: 11/15/06 Date: I1/15/06 LINK LIGHT RAIL PROJECT SOUTH CORRIDOR SOUTHCENTER BLVD INDEX OF DRAWINGS Drawing No.: G402GX0 I Sheet No.: 2 Rev.: 0 INDEX OF DRAWINGS SHT. No DWG. No REV T I TLE SHT. No. DWG. No REV T I TLE TRAFFIC SHEETS CONTINUED UTILITY SHEETS CONTINUED 165 R402CSOI 0 SOUTHCENTER BLVD AT LIGHT RAIL STATION TRAFFIC SIGNAL PLAN LEGEND AND NOTES 245 R402UZ01 0 SOUTHCENTER BLVD UNDERGROUND UTILITIES VAULT SCHEDULE & NOTES 166 R402CS02 0 SOUTHCENTER BLVD AT LIGHT RAIL STATION TRAFFIC SIGNAL PLAN TRAFFIC SIGNAL LAYOUT 246 R402UZ02 0 SOUTHCENTER BLVD UNDERGROUND UTILITIES HANDHOLE SCHEDULE & NOTES 167 R402CS03 0 SOUTHCENTER BLVD AT LIGHT RAIL STATION TRAFFIC SIGNAL PLAN EQUIPMENT LAYOUT SIGNAL PLAN -- NORTH LEG 247 R402UD05 0 SOUTHCENTER BLVD UNDERGROUND UTILITIES VAULT DETAILS 168 R402CSO4 0 SOUTHCENTER BLVD AT LIGHT RAIL STATION WIRING DIAGRAM FIELD TERMINATIONS 248 R402UD06 0 SOUTHCENTER BLVD UNDERGROUND UTILITIES VAULT DETAILS 169 R402CS20 0 SOUTHCENTER BLVD TRAFFIC SIGNAL PLAN SIGNING DETAILS 249 R402UD07 0 SOUTHCENTER BLVD UNDERGROUND UTILITIES VAULT DETAILS 170 R402CS21 0 SOUTHCENTER BLVD TRAFFIC SIGNAL PLANS SIGNING DETAILS 250 R402UDO8 0 SOUTHCENTER BLVD UNDERGROUND UTILITIES VAULT DETAILS 171 R502CSOI 0 INTERNATIONAL BLVD AT SOUTHCENTER BLVD TRAFFIC SIGNAL PLAN LEGEND AND NOTES 251 R402UD09 0 SOUTHCENTER BLVD UNDERGROUND UTILITIES EXISTING VAULT DETAILS R502CS02 0 INTERNATIONAL BLVD AT SOUTHCENTER BLVD TRAFFIC SIGNAL PLAN SIGNAL LAYOUT 252 R402UDIO 0 SOUTHCENTER BLVD UNDERGROUND UTILITIES VAULT DETAILS 173 R502CS03 0 INTERNATIONAL BLVD AT SOUTHCENTER BLVD TRAFFIC SIGNAL PLAN SIGNAL LAYOUT 253 R402UDII 0 SOUTHCENTER BLVD UNDERGROUND UTILITIES EXISTING VAULT DETAILS 174 R502CSO4 0 INTERNATIONAL BLVD AT SOUTHCENTER BLVD TRAFFIC SIGNAL PLAN SIGNAL POLE DETAILS 254 R4O2UDI3 0 SOUTHCENTER BLVD UNDERGROUND UTILITIES DUCTBANK DETAILS AND UTILITY CLEARANCE GUIDELINES R502CS05 0 INTERNATIONAL BLVD AT SOUTHCENTER BLVD TRAFFIC SIGNAL PLAN FIELD AND CABINET WIRING DETAILS 255 256 R402UDI4 0 SOUTHCENTER BLVD UNDERGROUND UTILITIES SERVICE CONNECTION DETAILS 176 R502CS06 0 INTERNATIONAL BLVD AT SOUTHCENTER BLVD TRAFFIC SIGNAL PLAN SIGNAL DETAILS R402UDI5 0 SOUTHCENTER BLVD UNDERGROUND UTILITIES AND CIVIL DETAILS R502CSIO 0 SOUTHCENTER BLVD AT 53RD AVE S TRAFFIC SIGNAL PLAN SIGNAL LAYOUT 257 R402UDI6 0 SOUTHCENTER BLVD UNDERGROUND UTILITIES AND CIVIL DETAILS 178 R402CS50 0 SOUTHCENTER BLVD TRAFFIC CONTROL PLAN STAGE I SHEET I OF 4 258 R402UDI9 0 SOUTHCENTER BLVD UNDERGROUND UTILITIES SERVICE CONNECTION 179 R402CS5I 0 SOUTHCENTER BLVD TRAFFIC CONTROL PLAN — STAGE I SHEET 2 OF 4 259 260 R402UD20 0 SOUTHCENTER BLVD UNDERGROUND UTILITIES SERVICE CONNECTION 180 R402CS52 0 SOUTHCENTER BLVD TRAFFIC CONTROL PLAN -- STAGE 1 SHEET 3 OF 4 R402UD21 0 SOUTHCENTER BLVD UNDERGROUND UTILITIES SERVICE CONNECTION 181 R402CS53 0 SOUTHCENTER BLVD TRAFFIC CONTROL PLAN -- STAGE I SHEET 4 OF 4 STRUCTURAL SHEETS 182 R402CS55 0 0._.._ SOUTHCENTER BLVD TRAFFIC CONTROL PLAN — STAGE 2 SHEET I OF 3 183 R402CS56 SOUTHCENTER BLVD TRAFFIC CONTROL PLAN T- STAGE 2 SHEET 2 OF 3 261 R402SZOI 0 SOUTHCENTER BLVD RETAINING WALL GENERAL NOTES 184 R402CS57 0 SOUTHCENTER BLVD TRAFFIC CONTROL PLAN — STAGE 2 SHEET 3 OF 3 262 R402SW I I 0 SOUTHCENTER BLVD WALL PLAN AND ELEVATION WALL 22 185 R402CT0 I 0 SOUTHCENTER BLVD TEMPORARY TRAFFIC SIGNAL PLAN 263 R402SW 12 0 SOUTHCENTER BLVD WALL PLAN AND ELEVATION WALL 23 MI 186 R402CTD2 0 SOUTHCENTER BLVD TEMPORARY TRAFFIC SIGNAL PLAN 264 R402SW13 0 SOUTHCENTER BLVD WALL PLAN AND ELEVATION WALL 23 CONT `' 187 R402CS70 0 SOUTHCENTER BLVD MAINTENANCE OF TRAFFIC HAUL ROUTE 265 R402SW 14 0 SOUTHCENTER BLVD WALL PLAN AND ELEVATION WALL 24"`� 188 R402CS7I 0 SOUTHCENTER BLVD STAGING AREA 266 R402SWI5 0 SOUTHCENTER BLVD WALL PLAN AND ELEVATION WALL 25 i 189 R402CZ25 0 SOUTHCENTER BLVD INTERCONNECT 267 R402SW20 0 SOUTHCENTER BLVD WALL PLAN AND ELEVATION WALLS 29 AND 30 190 R402CFOI 0 SOUTHCENTER BLVD INTERCONNECT STA R40 20+50 TO STA R40 41+50 268 R402SW56 0 SOUTHCENTER BLVD WALL PLAN AND ELEVATION WALLS 52 AND 54 191 R502CFOI 0 S 154TH STREET INTERNATIONAL BLVD INTERCONNECT STA R50 21 +00 TO STA R50 29+50 269 R402SW57 0 SOUTHCENTER BLVD WALL PLAN AND ELEVATION WALLS 23A AND 54A 192 R402CZ30 0 SOUTHCENTER BLVD ILLUMINATION NOTES �_. 270 R402SW53 0 SOUTHCENTER BLVD WALL PLANS AND ELEVATIONS WALLS 55 AND 55A 193 R402CLO I 0 S 1 54TH STREET /INTERNATIONAL BLVD ILLUMINATION PLANS STA R40 11+50 TO STA R40 15 +00 271 R402SW59 0 SOUTHCENTER BLVD WALL PLAN AND ELEVATION WALL 56 94 R402CL02 0 S 1 54TH STREET/INTERNATIONAL BLVD ILLUMINATION PLANS STA R40 15 +00 TO STA R40 20 +50 272 R402SW60 0 SOUTHCENTER BLVD WALL PLAN AND ELEVATION WALLS 56 AND 57 195 R502CLO I 0 INTERNATIONAL BLVD ILLUMINATION PLANS STA R50 20 +00 TO STA R50 24 +50 273 R402SW6I SOUTHCENTER BLVD WALL PLAN AND ELEVATION WALL 58 196 R502CL02 0 INTERNATIONAL BLVD ILLUMINATION PLANS STA R50 26 +50 TO STA R50 29 +00 274 R402SW62 of SOUTHCENTER BLVD WALL PLAN AND ELEVATION WALLS 59 AND 31 197 R402CL03 0 SOUTHCENTER BLVD ILLUMINATION PLANS STA R40 20 +50 TO STA R40 26 +00 275 R402SW63 SOUTHCENTER BLVD WALL PLAN AND ELEVATION WALLS 10, 54B AND 54C 198 R402CL04 0 SOUTHCENTER BLVD ILLUMINATION PLANS STA R40 26 +00 TO STA R40 31+50 276 R402SX0 I SOUTHCENTER BLVD CONCRETE CANTILEVER RETAINING WALL DETAILS — I 199 R402CL05 0 SOUTHCENTER BLVD ILLUMINATION PLANS STA R40 3I +50 TO STA R40 37 +00 277 R402SX02 0 SOUTHCENTER BLVD SEGMENTAL CONCRETE RETAINING WALL DETAILS 200 R402CL06 0 SOUTHCENTER BLVD ILLUMINATION PLANS STA R40 37 +00 TO STA R40 42+50 278 R402SX03 0 SOUTHCENTER BLVD SOLDIER PILE RETAINING WALL DETAILS — 20I R402CL07 0 0 T 0 SOUTH CENTER BLVD ILLUMINATION PLANS STA R40 42 +50 TO STA R40 48 +00 279 R402SX04 0 SOUTHCENTER BLVD SOLDIER PILE RETAINING WALL DETAILS -- 2 202 R402CL08 SOUTHCENTER BLVD ILLUMINATION PLANS STA R40 48 +00 TO STA R40 53 +50 280 R402SX05 0 SOUTHCENTER BLVD SOLDIER P I L E RETAINING WALL DETAILS — 3 203 R402CL09 SOUTHCENTER BLVD ILLUMINATION PLANS STA R40 53 +50 TO STA R40 59 +00 28 I R402SDO I 0 SOUTHCENTER BLVD WALL PLAN AND ELEVATION RETAINING WALL AT EXISTING VAULT V7 12 204 R402CLI0 0 SOUTHCENTER BLVD ILLUMINATION PLANS STA R40 59 +00 TO STA R40 64 +50 282 R402SD02 0 SOUTHCENTER BLVD CONCRETE CANTILEVER RETAINING WALL DETAILS — 2 205 R402CLII 0 SOUTHCENTER BLVD ILLUMINATION PLANS STA R40 64 +50 TO STA R40 70+00 283 R402SD03 0 SOUTHCENTER BLVD 10 INCH PEDESTRIAN RAIL DETAILS IOF 2 � 206 R402CD65 0 SOUTHCENTER BLVD ILLUMINATION SCHEDULE 284 R402SD04 0 SOUTHCENTER BLVD BRIDGE PEDESTRIAN RAILS DETAILS 2 OF 2 207 R402CD70 0 SOUTHCENTER BLVD ILLUMINATION SCHEDULE 285 R402SD05 0 SOUTHCENTER BLVD RETAINING WALL AT EXISTING VAULT 621 208 R402CD7I 0 _ SOUTHCENTER BLVD ILLUMINATION SCHEDULE REGIONAL DETENTION POND UTILITY SHEETS 286 W40 —CPO I 0 SOUTHCENTER BLVD REGIONAL DETENTION POND CIVIL AND FENCE PLAN 209 G402UZOI 0 SOUTHCENTER BLVD UTILITIES ABBREVIATIONS, SYMBOLS & GENERAL NOTES 287 W40— CEDI 0 SOUTHCENTER BLVD REGIONAL DETENTION POND EROSION CONTROL PLANS 210 G402UZ02 0 SOUTHCENTER BLVD UNDERGROUND UTILITIES CONSTRUCTION NOTES 288 W40— CE02 0 SOUTHCENTER BLVD REGIONAL DETENTION POND EROSION CONTROL PLANS G402UZ03 0 SOUTHCENTER BLVD UTILITY NOTES 289 W40— CE03 0 SOUTHCENTER BLVD REGIONAL DETENTION POND EROSION CONTROL PLANS G402UZ04 0 SOUTHCENTER BLVD UTILITY NOTES 290 W40— USOI 0 SOUTHCENTER BLVD REGIONAL DETENTION POND DRAINAGE PLANS 213 R402UCOI 0 S 154TH STREET COMPOSITE UTILITY PLANS STA R40 I1 +50 TO STA R40 15 +00 291 W40— USD2 0 SOUTHCENTER BLVD REGIONAL DETENTION POND DRAINAGE PLANS 214 R402UCO2 0 S 154TH STREET COMPOSITE UTILITY PLANS STA R40 15 +00 TO STA R40 20 +50 292 W40— US03 0 SOUTHCENTER BLVD REGIONAL DETENTION POND DRAINAGE PLANS R502UCOI 0 INTERNATIONAL BLVD COMPOSITE UTILITY PLANS STA R50 20+00 TO STA R50 24+50 293 W40— UVOI 0 SOUTHCENTER BLVD REGIONAL DETENTION POND DRAINAGE PROFILES 216 R502UCO2 0 INTERNATIONAL BLVD COMPOSITE UTILITY PLANS STA R50 26 +50 TO STA R50 29 +00 294 W40 —UVO2 0 SOUTHCENTER BLVD REGIONAL DETENTION POND DRAINAGE PROFILES - , R402UCO3 0 SOUTHCENTER BLVD COMPOSITE UTILITY PLANS STA R40 20 +50 TO STA R40 26 +00 295 W40 —UDO I 0 SOUTHCENTER BLVD REGIONAL DETENTION POND DRAINAGE DETAILS REV it" ?j a "°11 218 R402UC04 0 SOUTHCENTER BLVD COMPOSITE UTILITY PLANS STA R40 26 +00 TO STA R40 31+50 296 W40 —SWO I 0 SOUTHCENTER BLVD REGIONAL DETENTION POND RETAINING WALLS PLAN AND ELEVATION i CODE O3t�a ' ' 219 R402UCO5 0 SOUTHCENTER BLVD COMPOSITE UTILITY PLANS STA R40 31+50 TO STA R40 37+00 297 W40— SX01 0 SOUTHCENTER BLVD FLOW CONTROL STRUCTURE PLAN, ELEVATION AND SECTIONS 1 SkiPPIW i- 220 R402UC06 0 SOUTHCENTER BLVD COMPOSITE UTILITY PLANS STA R40 37+00 TO STA R40 42+50 298 W40 --X02 0 SOUTHCENTER BLVD FLOW CONTROL STRUCTURE SECTIONS AND DETAILS 1 nnria R402UC07 0 SOUTHCENTER BLVD COMPOSITE UTILITY PLANS STA R40 42+50 TO STA R40 48+00 I , Vim• ARCHITECTURAL SHEETS t �.', 222 R402UC08 0 SOUTHCENTER BLVD COMPOSITE UTILITY PLANS STA R40 48 +00 TO STA R40 53 +50 R402UC09 0 SOUTHCENTER BLVD COMPOSITE UTILITY PLANS STA R40 53 +50 TO STA R40 59 +00 299 R502AU0 I 0 INTERNATIONAL BLVD ARCHITECTURAL HARDSCAPE PLAN STA R50 20 +00 TO STA R50 25 +50 . rihs ClfTt 224 R402UCI0 0 SOUTHCENTER BLVD COMPOSITE UTILITY PLANS STA R40 59+00 TO STA R40 64+50 300 R502AU30 0 INTERNATIONAL BLVD ARCHITECTURAL PARTIAL SIDEWALK JOINTING PLAN 1 „ ftk%.. I R402UCII 0 SOUTHCENTER BLVD COMPOSITE UTILITY PLANS STA R40 64+50 TO STA R40 70+00 301 R402AUOI 0 SOUTHCENTER BLVD ARCHITECTURAL HARDSCAPE PLAN STA R40 17+50 TO STA R40 22+50 :.. ,' ° 226 R402UCl2 0 SOUTHCENTER BLVD COMPOSITE UTILITY PLANS STA R40 70+00 TO STA R40 74+47 302 R402AUO2 0 SOUTHCENTER BLVD ARCHITECTURAL HARDSCAPE PLAN STA R40 22+50 TO STA R40 26+00 R402UVI9 0 SOUTHCENTER BLVD 10 AND 4 WATERLINE PROFILES 303 R402AU30 0 SOUTHCENTER BLVD ARCHITECTURAL PARTIAL SIDEWALK JOINTING PLANS 228 R402UV20 0 SOUTHCENTER BLVD 10 WATERLINE PROFILE STA R40 33+84 TO R40 39+51 304 R402AU31 0 SOUTHCENTER BLVD ARCHITECTURAL PARTIAL SIDEWALK JOINTING PLANS 229 R402UU01 0 S 154TH STREET UNDERGROUND UTILITIES STA R40 11+50 TO STA R40 15+00 305 R402AU50 0 SOUTHCENTER BLVD ARCHITECTURAL T HARDSCAPE DETAILS 230 R4020002 0 S I54TH STREET UNDERGROUND UTILITIES STA R40 15+00 TO STA R40 20 +50 306 R402AU5I 0 _ SOUTHCENTER BLVD ARCHITECTURAL HARDSCAPE DETAILS R5020002 0 INTERNATIONAL BLVD UNDERGROUND UTILITIES STA R50 26+50 TO STA R50 29+00 307 R402AU52 0 SOUTHCENTER BLVD ARCHITECTURAL PEDESTRIAN BARRIER FENCE DETAILS 232 R4020003 0 SOUTHCENTER BLVD UNDERGROUND UTILITIES STA R40 20 +50 TO STA R40 26+00 LANDSCAPE SHEETS IIIENNIII R4020004 0 SOUTHCENTER BLVD UNDERGROUND UTILITIES STA R40 26 +00 TO STA R40 31+50 234 R4020005 0 SOUTHCENTER BLVD UNDERGROUND UTILITIES STA R40 31 +50 TO STA R40 37 +00 308 R402LPOI 0 S 154TH STREET PLANTING PLAN STA R40 12+95.58 TO STA R40 17+50 Illgialll R4020006 0 SOUTHCENTER BLVD UNDERGROUND UTILITIES STA R40 37 +00 TO STA R40 42+50 309 R402LP02 0 SOUTHCENTER BLVD PLANTING PLAN STA R40 17+50 TO STA R40 22 +50 236 R4020007 0 SOUTHCENTER BLVD UNDERGROUND UTILITIES STA R40 42 +50 TO STA R40 48 +00 310 R502LPOI 0 INTERNATIONAL BLVD PLANTING PLAN STA R50 20+00 TO STA R50 25+50 MEM R4020008 0 SOUTHCENTER BLVD UNDERGROUND UTILITIES STA R40 48 +00 TO STA R40 53+50 311 R502LP02 0 INTERNATIONAL BLVD PLANTING PLAN STA R50 27+00 TO STA R50 29+00 238 R4020009 0 SOUTHCENTER BLVD UNDERGROUND UTILITIES STA R40 53 +50 TO STA R40 59 +00 R402LP03 0 SOUTHCENTER BLVD PLANTING PLAN STA R40 22+50 TO STA R40 26 +00 239 R402UUI0 0 SOUTHCENTER BLVD UNDERGROUND UTILITIES STA R40 59 +00 TO STA R40 64 +50 313 R402LPO4 0 SOUTHCENTER BLVD PLANTING PLAN STA R40 26 +00 TO STA R40 31 +50 240 R402UV51 0 SOUTHCENTER BLVD UNDERGROUND UTILITIES PROFILE 314 R402LP05 0 SOUTHCENTER BLVD PLANTING PLAN STA R40 31+50 TO STA R40 37 +00 241 R402UV52 0 SOUTHCENTER BLVD UNDERGROUND UTILITIES PROFILE R402LP06 0 SOUTHCENTER BLVD PLANTING PLAN STA R40 37 +00 TO STA R40 42 +50 242 R402UV53 0 SOUTHCENTER BLVD UNDERGROUND UTILITIES PROFILE 316 R402LP07 0 SOUTHCENTER BLVD PLANTING PLAN STA R40 42+50 TO STA R40 48+00 243 R402UV54 0 SOUTHCENTER BLVD UNDERGROUND UTILITIES PROFILE R402LP08 0 SOUTHCENTER BLVD PLANTING PLAN STA R40 48 +00 TO STA R40 53 +50 244 R402UV55 0 SOUTHCENTER BLVD UNDERGROUND UTILITIES PROFILE 318 R402LP09 0 SOUTHCENTER BLVD PLANTING PLAN STA R40 53+50 TO STA R40 59 +00 RFCEa9VFn 319 R402LP I 0 0 SOUTHCENTER BLVD PLANTING PLAN STA R40 59 +00 TO STA R40 64 +50 CITYOFTTwLA 320 R402LPII 0 SOUTHCENTER BLVD PLANTING PLAN STA R40 64+50 TO STA R40 70 +00 FF'11R7 7 321 R402LPI2 0 SOUTHCENTER BLVD PLANTING PLAN STA R40 70+00 TO STA R40 74+00 322 R402LD0 I 0 SOUTHCENTER BLVD MEDIAN PLANTING DETAILS ° °�ingh titi Oil 11111 Designed By. K. WONG - ,� '� � _. �lI T SIT Scale: NTS LINE LIH1° SAIL PROJECT SOUTH CORR DOR SOUTHCENTER BLVD I NDEX OF DRAW I NGS Drawing Na.: , •9 � � OF jifAS rs �'' ' . , ' 1 ' ' � % J ' -_- Drawn By. K. WONG Filename: S59_G402GX02.dw ��� „� - IOW= - --- Checked By. J. NAPOL I TANG Contract No.: C 759 Sheet No.: Rev.: 3 0 11111 � �� ONAI. S ubmitted: A. MARWAHA Date: 11/15/06 Approved: R. KEMPKES Date: 11/15/06 Date: I 1 / 15/06 0 I I / 1 5/06 --- I SSUED FOR BID Approved By. A. MARWAHA EXPIRES 08/05/ No. Date Dsn. Chk. A••. Revisions XREF'S Resolved REG —ASM S59_INDEX ZG -2234H Unresolved LTSCALE l =l 1 2 3 4 5 a co a w N - 0 • N X c� 3 N O CO I u7 o (0 U A • k B C D 0 E F 0 G H XREF`5 Resolved REQ-ASM SS59_/NDEX ZG -2234-1 L resttwed LTSCALE 1 =1 SHT. No .I DWG. No. I DWG. No. — I REV 286 W40 —CPOI W40 —CEO I W40 —CED2 W40 —CE03 W40 —USO I W40 —US02 W40 —USO3 W40 -UVO I W40 -UVO2 W40 —UDO I W40 —SWO I W40 —SXO I W40 —SX02 0 0 0 0 0 0 0 0 0 0 0 0 SOUTHCENTER BLVD REGIONAL DETENTION POND EROSION CONTROL PLANS 350 SOUTHCENTER BLVD REGIONAL DETENTION POND EROSION CONTROL PLANS 35I SOUTHCENTER BLVD REGIONAL DETENTION POND EROSION CONTROL PLANS 352 SOUTHCENTER BLVD REGIONAL DETENTION POND DRAINAGE PLANS SOUTHCENTER BLVD REGIONAL DETENTION POND DRAINAGE PLANS SOUTHCENTER BLVD REGIONAL DETENTION POND DRAINAGE PLANS 353 354 355 SOUTHCENTER BLVD REGIONAL DETENTION POND DRAINAGE PROFILES SOUTHCENTER BLVD REGIONAL DETENTION POND DRAINAGE PROFILES 356 357 SOUTHCENTER BLVD REGIONAL DETENTION POND DRAINAGE DETAILS 358 SOUTHCENTER BLVD REGIONAL DETENTION POND RETAINING WALLS PLAN AND ELEVATION SOUTHCENTER BLVD FLOW CONTROL STRUCTURE PLAN, ELEVATION AND SECTIONS 359 360 P762UCO3 P762UV0 I P762UV02 P762UV03 P762CM0 I P762CMO2 P762CM03 P762CM04 P762CM05 P762SZ0I P762SZ02 P762SW0 I 0 0 0 0 0 0 0 0 0 S 154TH ST STATION NORTH SURFACE PARKING LOT UTILITY AND DRAINAGE PLANS SOUTH 287 288 289 290 291 292 293 294 295 296 297 298 R402AU3I R402AU50 R402AU5I R402AU52 R402LP03 R402LPO4 R402LP05 R402LP06 0 0 0 0 0 0 0 0 0 0 0 SOUTHCENTER BLVD ARCHITECTURAL PARTIAL SIDEWALK JOINTING PLANS 369 SOUTHCENTER BLVD ARCHITECTURAL HARDSCAPE DETAILS SOUTHCENTER'BLVD ARCHITECTURAL HARDSCAPE DETAILS SOUTHCENTER BLVD ARCHITECTURAL PEDESTRIAN BARRIER FENCE DETAILS 370 371 372 SOUTHCENTER BLVD PLANTING PLAN STA R40 I7 +50 TO STA R40 22 +50 INTERNATIONAL BLVD PLANTING PLAN STA R50 20 +00 TO STA R50 25 +50 INTERNATIONAL BLVD PLANTING PLAN STA R50 27 +00 TO STA R50 29+00 376 377 378 SOUTHCENTER BLVD PLANTING PLAN STA R40 22 +50 TO STA R40 26 +00 379 SOUTHCENTER BLVD PLANTING PLAN STA R40 26 +00 TO STA R40 31 +50 380 SOUTHCENTER BLVD PLANTING PLAN STA R40 31 +50 TO STA R40 37 +00 SOUTHCENTER BLVD PLANTING PLAN STA R40 37 +00 TO STA R40 42 +50 381 382 P762AZ02 P762AZ03 P762AZ04 P762AU00 P762AU0I P762AUO2 P762AU30 P762AU50 P762AU5I P762AU52 P762AU53 P762AU54 P762LP00 P762LP0I 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 299 R502AU01 300 R502AU30 301 R4O2AUOI 302 R402AUO2 303 R402AU30 304 305 306 307 308 R4O2LPOI 309 310 311 312 313 314 315 316 317 318 319 320 321 1 R402LP12 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 R402LP02 R502LPOI R502LP02 R402LP07 R402LP08 R402LP09 R402LPIO R402LPII R402LD0I R4O2LROI R402LR02 R502LROI R502LR02 R402LR03 R402LR04 R402LR05 R402LR06 R402LP13 R402LPI4 R402LPI5 R402LPI6 P762CEOI P762CR0I P762CR02 P762CA0I P762CA02 P762CA03 P762CV0I P762CV02 P762CGOI P762CG02 P762CG03 P762CP0I P762CX0I P762CX02 0I/ 0 No. Date Dsn. Chk. App. I REV I TITLE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Revisions S S S S S S S S S S S S S S SOUTHCENTER SOUTHCENTER BLVD REGIONAL REGIONAL DETENTION POND SHEETS DETENTION POND CIVIL ANDIFENCE PLAN BLVD FLOW CONTROL STRUCTURE SECTIONS AND DETAILS ARCHITECTURAL SHEETS INTERNATIONAL BLVD ARCHITECTURAL HARDSCAPE PLAN STA R50 20 +00 TO STA INTERNATIONAL BLVD ARCHITECTURAL PARTIAL SIDEWALK JOINTING PLAN SOUTHCENTER BLVD ARCHITECTURAL HARDSCAPE PLAN STA R40 17 +50 TO STA R40 22 +50 SOUTHCENTER BLVD ARCHITECTURAL HARDSCAPE PLAN STA R40 22 +50 TO STA R40 26 +00 SOUTHCENTER BLVD ARCHITECTURAL PARTIAL SIDEWALK JOINTING PLANS S STREET SOUTHCENTER ISSUED FOR CONSTRUCTION NORTH LANDSCAPE SHEETS PLANTING PLAN STA R40 12 +95 TO STA R40 BLVD PLANTING PLAN STA R40 42 +50 TO SOUTHCENTER BLVD MEDIAN PLANTING DETAILS STA R40 G I LL I UM CREEK MITI GAT I ON SHEETS SURFACE PARKING LOT SHEETS 54TH ST STATION NORTH SURFACE PARKING LOT CIVIL PROFILE 17 +50 48 +00 SOUTHCENTER BLVD PLANTING PLAN STA R40 48 +00 TO STA R40 53 +50 SOUTHCENTER BLVD PLANTING PLAN STA R40 53 +50 TO STA R40 59 +00 SOUTHCENTER BLVD PLANTING PLAN STA R40 59 +00 TO STA R40 64 +50 0 ISOUTHCENTER BLVD PLANTING PLAN STA R40 64 +50 TO STA R40 70+00 SOUTHCENTER BLVD PLANTING PLAN STA R40 70 +00 TO STA R40 74+00 S 154TH STREET IRRIGATION PLAN STA R40 12 +95.58 TO STA R40 17 +50 SOUTHCENTER BLVD IRRIGATION PLAN STA R40 17 +50 TO STA R40 22 +50 INTERNATIONAL BLVD IRRIGATION PLAN STA R50 20 +00 TO STA R50 25 +50 INTERNATIONAL BLVD IRRIGATION PLAN STA R50 27 +00 TO STA R50 29 +00 SOUTHCENTER BLVD IRRIGATION PLAN STA R40 22 +50 TO STA R40 26 +00 SOUTHCENTER BLVD IRRIGATION MAINLINE PLAN STA R40 26 +00 TO STA R40 42 +50 SOUTHCENTER BLVD IRRIGATION MAINLINE PLAN STA R40 42 +50 TO STA R40 59 +00 SOUTHCENTER BLVD IRRIGATION MAINLINE PLAN STA R40 59 +00 TO STA R40 74 +47 SOUTHCENTER BLVD GILLIUM CREEK NORTHWEST TRIBUTARY NORTHWEST TRIBUTARY STREAM AND BUFFER PLANTING PLAN SOUTHCENTER BLVD GILLIUM CREEK UNNAMED TRIBUTARY STREAM AND BUFFER PLANTING PLAN SOUTHCENTER BLVD G I L L I U M CREEK WETLAND, STREAM, AND BUFFER PLANTING PLAN SOUTHCENTER BLVD GILLIUM CREEK STREAM AND BUFFER PLANTING PLAN 54TH ST STATION NORTH SURFACE PARKING LOT TEMPORARY EROSION CONTROL PLAN 54TH ST STATION NORTH SURFACE PARKING LOT DEMOLITION PLAN (NORTH) 54TH ST STATION NORTH SURFACE PARKING LOT DEMOLITION PLAN (SOUTH) 54TH ST STATION NORTH SURFACE PARKING LOT CIVIL ALIGNMENT AND LAYOUT PLANS 54TH ST STATION NORTH SURFACE PARKING LOT CIVIL ALIGNMENT AND LAYOUT PLANS SOUTH 54TH ST STATION NORTH SURFACE PARKING LOT CIVIL ALIGNMENT AND LAYOUT PLANS NORTH 54TH ST STATION NORTH SURFACE PARKING LOT CIVIL PROFILE 54TH ST STATION NORTH SURFACE PARKING LOT GRADING KEY PLANS, NOTES AND LEGEND 54TH ST STATION NORTH SURFACE PARKING LOT GRADING PLANS (NORTH) 54TH ST STATION NORTH SURFACE PARKING LOT GRADING PLANS (SOUTH) 54TH ST STATION NORTH SURFACE PARKING LOT PAVING PLAN 54TH ST STATION NORTH SURFACE PARKING LOT CIVIL — SECTIONS 54TH ST STATION NORTH SURFACE PARKING LOT CIVIL — DETAILS Designed By. Drawn By K. WONG K. WONG Checked By J. NAPOL I TANO Approved By A. MARWAHA WIRES opts/ o eff R50 25 +50 Submitted: A l "Lfiesie Ammo& A. MARWAHA • I NDEX OF DRAWINGS Date: SHT. No 349 P762UCO2 361 362 363 364 365 366 367 368 373 374 375 383 384 385 386 388 389 390 391 392 393 394 395 396 397 01/24/08 P762SD0I P762SD02 P762SD03 P762SX0I P762SX02 P762AZ00 P762AZ0 I P762LP02 P762LD2I P762LD22 P762LR00 387 T P762LR20 P762LR21 P762LD30 P762LD3 I P762JP0 I P762JS0 I P762JD0 I p5096 --wa I p5096 —wa I p5096 —wa I DET 11 p5096DET3[DET -3) R40 —SW I 0 R40 —SW I I R4O —SW 12 R40 —SW 13 R40 —SXOI R40 —SX02 - WA I ] A— I THRU A--- 18 Approved: WA I —DET] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • TITLE NORTH SURFACE PARKING LOT SHEETS CONTINUED S S S S S S S S S S S S S S S S S S 0 S S S S S S S S S S S S S S S S S S S S S S S S S S 0 54TH ST STATION NORTH SURFACE PARKING LOT 54TH ST STATION NORTH SURFACE PARKING LOT STORM DRAIN PROFILE 54TH ST STATION NORTH SURFACE PARKING LOT STORM DRAIN PROFILE 54TH ST STATION NORTH SURFACE PARKING LOT STORM DRAIN PROFILE 54TH ST STATION NORTH SURFACE PARKING LOT PARKING PLAN 54TH ST STATION NORTH SURFACE PARKING LOT PAVEMENT MARKING AND SIGNING PLAN NORTH 54TH ST STATION NORTH SURFACE PARKING LOT PAVEMENT MARKING AND SIGNING PLAN SOUTH 54TH ST STATION NORTH SURFACE PARKING LOT PAVEMENT MARKING DETAILS 54TH ST STATION NORTH SURFACE PARKING LOT SIGNING DETAILS 54TH ST STATION NORTH SURFACE PARKING LOT STRUCTURAL NOTES 54TH ST STATION NORTH SURFACE PARKING LOT STRUCTURAL ABBREVIATIONS AND SYMBOLS 54TH ST STATION NORTH SURFACE PARKING LOT RETAINING WALL LAYOUT PLAN 54TH ST STATION NORTH SURFACE PARKING LOT RETAINING WALL DETAILS 54TH ST STATION NORTH SURFACE PARKING LOT RETAINING WALL DETAILS 54TH ST STATION NORTH SURFACE PARKING LOT RETAINING WALL DETAILS 54TH ST STATION NORTH SURFACE PARKING LOT RETAINING WALL SECTIONS —I 54TH ST STATION NORTH SURFACE PARKING LOT RETAINING WALL SECTIONS —2 54TH ST STATION NORTH SURFACE PARKING LOT ARCHITECTURAL EXISTING CONDITIONS SURVEY 54TH ST STATION NORTH SURFACE PARKING LOT ARCHITECTURAL MUNICIPAL CODE INFORMATION 54TH ST STATION ON NORTH SURFACE PARKING LOT ARCHITECTURAL SYMBOLS 54TH ST STATION NORTH SURFACE PARKING LOT ARCHITECTURAL ABBREVIATIONS 54TH ST STATION NORTH SURFACE PARKING LOT ARCHITECTURAL ABBREVIATIONS 54TH ST STATION NORTH SURFACE PARKING LOT ARCHITECTURAL OVERALL HARDSCAPE PLAN 54TH ST STATION NORTH SURFACE PARKING LOT ARCHITECTURAL PAVING AND FURNISHING PLAN NORTH 54TH ST STATION NORTH SURFACE PARKING LOT ARCHITECTURAL PAVING AND FURNISHING PLAN SOUTH 54TH ST STATION NORTH SURFACE PARKING LOT ARCHITECTURAL ENLARGED PLAN AT N 54TH ST STATION NORTH SURFACE PARKING LOT ARCHITECTURAL HARDSCAPE DETAILS 54TH ST STATION NORTH SURFACE PARKING LOT ARCHITECTURAL HARDSCAPE DETAILS 54TH ST STATION NORTH.SURFACE PARKING LOT ARCHITECTURAL ST SIGNAGE SCHEDULE AND DETAILS . 54TH ST STATION NORTH SURFACE PARKING LOT ARCHITECTURAL ARCHITECTURAL ELEVATIONS AT WALLS 3 AND 4 54TH ST STATION NORTH SURFACE PARKING LOT ARCHITECTURAL ARCHITECTURAL ELEVATIONS AT WALL I 54TH ST STATION NORTH SURFACE PARKING LOT KEY PLANS, NOTES AND LEGEND 54TH ST STATION NORTH SURFACE PARKING LOT PLANTING PLANS 54TH ST STATION NORTH SURFACE PARKING LOT PLANTING PLANS 54TH ST STATION LANDSCAPE PLANT SCHEDULE 54TH ST STATION LANDSCAPE PLANTING DETAILS 54TH ST STATION NORTH SURFACE PARKING LOT MAINLINE PLAN, NOTES, AND LEGEND 54TH ST STATION NORTH SURFACE PARKING LOT IRRIGATION PLANS (NORTH) 54TH ST STATION NORTH SURFACE PARKING LOT IRRIGATION PLANS (SOUTH) 54TH ST STATION NORTH SURFACE PARKING LOT IRRIGATION DETAILS 54TH ST STATION NORTH SURFACE PARKING LOT IRRIGATION DETAILS 54TH ST STATION NORTH SURFACE PARKING LOT SYSTEMS PLAN 54TH ST STATION NORTH SURFACE PARKING LOT LUMINAIRE SCHEDULE 54TH ST STATION NORTH SURFACE PARKING LOT DETAILS WATER DISTRICT I25 SHEETS SOUND TRANSIT S 154TH ST WATER MAIN EXTENSION SOUND TRANSIT S 154TH ST WATER MAIN EXTENSION DETAILS SOUND. TRANSIT S 154TH ST WATER MAIN EXTENSION DETAILS SOUND TRANSIT S 154TH ST WATER MAIN EXTENSION REFERENCE SHEETS WALL PLANS AND ELEVATIONS WALL 27 STA R40 61+53 G TO STA R40 64+50 UTILITY AND DRAINAGE PLANS NORTH i NORTH SOUTH WALL PLAN, ELEVATION, TYP I CAL SECTION AND DETAILS, WALL 27 STA R40 64 +50 TO STA R40 65 +25 WALL PLANS AND ELEVATIONS WALL 28 STA R40 64 +95 TO STA R40 67 +90 WALL PLAN, ELEVAT I ON, TYP I CAL SECT I ON AND DETA I LS, WALL 58 STA R40 63 +83 TO STA R40 66 +83 RETAINING WALL DETAILS —2 RETAINING WALL DETAILS —2 AS —BUILT DRAWINGS SOUNDTRANSIT Date: R. KEMPKES I 01/24/08 PUBLIC STORAGE BUILDINGS (TUKI40 & TUK144) Scale: Date: NTS Filename: S59_G402GX03.dwg Contract No.: C759 I I/15/0 6 C ODE AP SUN 3 2008 Ceti OrTtOn st.oI' CITY OF TuKvva.A MAR 13 2008 PERMIT CENTER LINK LIGHT RAIL PROJECT SOUTH CORRIDOR SOUTHCENTER BLVD INDEX OF DRAWINGS S PEDESTRIAN WALK Drawing No.: G402GX03 Sheet No.: 4 0 XREF'S Resolved HA_„_2234H S59_P762CP S59 .P762CR X560rx X560sf X560ut X560vg Unresolved • LTSCALE 1 =l N a r7 w 0 rn 3N - - a o 0 .. CD N — � NI I Lo cn (I)(0 � • O 0 No. 11/15/06 Date B ISSUED FOR BID A X gi .d. • B Oe -2:37; dVO3 i1f 10., r I t ?- ?1 90T WA 7 9f ?if 109 96°z 'f ei31/A dal . Q "fff `r/31,1rj A4 dal 3.31 NMON»Nfl N 31 99 r£' 14118 SMO 17A OS 7 9 12 • gg81 ' S 31 19 11 N 31 ' z kv t Y ION NOTES: Drawn By: C Designed By M. BERRY R. BELL Checked By. L. WIND Approved By. M. MORAVEC VE EXIST 48" SD VE EXIST CB VE EXIST 12" SD VE EXIST 8" SD VE EXIST 6" SD VE EXIST 10" WATER VE EXIST 8" WATER VE FIRE HYDRANT ASSEMBLY. RN TO WATER DISTRICT 125 ►VE POWER CABINET EVE IRRIGATION CONTROL VALVE ) VE TREE ) VE SPRINKLER HEAD ) VE EXIST 4" SS )VE 8' RETAINING WALL [EXPIRES 09/14/ t9qC2 1 21 22 23 - Cs - 1 10 6E Al 31 166/ S 31 6E5/ .3 31 tic z Pi PLUG PLUG PLUG PLUG PLUG Submitted: AND AND AND AND AND 18 I er D d1.49 dd REMOVE PCC CURB HEWITT ARCHITECTS SEE DWG P762CR03 DEMOL I T I ON NOTES: (CONT) REMOVE 6' FENCE AND GATE REMOVE IA' I ' D I A M STEEL SIGN POST AND FOUNDATION CLEAR AND GRUB BRUSH AND VEGETATION 1191 CONSTRUCT TREE PROTECTION AT DRIPLINE PLUG AND ABANDON IN PLACE: ABANDON 48" SD ABANDON CB ABANDON 12" SD ABANDON 8" SD ABANDON 6" SD D. HEWITT — Cs -' Date: Ze . / 0 108 0 1L'6if 3 31 1d X7,0 PLUG AND ABANDON I N PLACE: (CONT) 26 1 28 29 301 31 32 d1.49 PLUG AND ABANDON IO" WATER COORDINATE WITH WATER DISTRICT 125 TWO WEEKS IN ADVANCE. PLUG AND ABANDON 8" WATER COORDINATE WITH WATER DISTRICT 25 TWO WEEKS IN ADVANCE. PLUG AND ABANDON UNDERGROUND ELECTRICAL. COORDINATE WITH SCL TWO WEEKS IN ADVANCE. CONTRACTOR SHALL REMOVE POLE AFTER REMOVAL OF ELECTRICAL SERVICE. PLUG AND ABANDON UNDERDRAIN PLUG AND ABANDON 14" SD PLUG AND ABANDON 4" SS INSIDE MH PROVIDE AND INSTALL REMOVABLE PLUG. COORD I NATE W I TH VALVUE TWO WEEKS I N ADVANCE. CONTRACTOR TO COORDINATE WITH WATER DISTRICT 125. CONTRACTOR SHALL REMOVE AND ABANDON DOUBLE DETECTOR CHECK VALVE AND CONSTRUCT PLUG AND THRUST BOX AS REQUIRED BY WATER DISTRICT 125. Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622-5822 Fax (206) 622 -8130 11/15/06 (" / did „9 *. 1 „9 1 , 1119) n 'r. `V3/1 t3S Approved: E S bb 66 "6 `2 Pil 83 ol 77 ,V0078 WW030 „2 &V3H thdS R. KEMPKES 0 NOTES: SouNuTwvusrr Date: F LINIJfd VCI U..if Vc 11/15/06 Scale: Date: Contract No.: CONSTR# ,, 1 31 LIMIT 1wzr' a k`1l 78 ZIT N kVicY 110N3d1 OS N 0 0 9g °9'u.0 S 31 _Z '"z :' 3N 31 z9f:..._ *5 A1 3 / Pg•Ifx 3 31 C f '0f_'' N 31 • :' :' 1V1 d 1- flSS " 7 7l 17 r .i 09 Ali r p 6t72 !/ . 83 ji 1 ll I " -20' Filename: S59_P762CRO I .dwg C759 I1/15/06 107 £N1y1 Vd 01 fff S 31 gi 'E' 3 31 01 '6:T I'I 1 d HfrVS 2. REFER TO LANDSCAPE DWG P762LD22, DETAIL II, FOR TREE PROTECTION SPECIFICATIONS. 3. CONTRACTOR SHALL NOT DAMAGE TREES WITH PROTECTIVE FENCING. 4. SOUND TRANSIT SHALL SECURE THE BUILDING DEMOLITION PERMIT FROM CITY OF TUKW I LA. NO3 . • ,{ I. REFER TO LANDSCAPE DWG P762LPOI FOR CLEAR AND GRUB LIMITS ON MACDONALD'S PROPERTY. 5. CONTRACTOR SHALL SECURE THE SITE BY FENCING THE GAPS I N THE EXISTING FENCE. 6. REFER TO LANDSCAPE DWG P762LR20 FOR REMOVAL DETAILS OF McDONALD'S IRRIGATION SYSTEM. 7. CONTRACTOR TO CAP IRRIGATION PIPING WHEN REMOVING SPRINKLER HEADS. G eI / I I / I f 3 S 20 10 0 GENERAL NOTES: PROTECT IN PLACE. �V 20 SCALE I N FEET LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S I54TH ST STATION NORTH SURFACE PARKING LOT DEMOLITION PLAN (NORTH) H REVIEWED FOR CODE COMPLIANCE ASP MED JUN 13 2008 Typ ukw l BU 'ppf ILDI V .. I CN 40 4 I 36” CMP STORM PIPE. PROTECT I N PLACE. REMOVE 12" OF GRAVEL—DEBRIS PRIOR TO VIDEO INSPECTION. 42 EXISTING C I P RETAINING WALL TO REMAIN, 43 18" STORM P I PE. PROTECT I N PLACE. 44 STORMDRAIN MANHOLE. PROTECT I N PLACE. 45 STORMDRAIN VAULT. PROTECT I N PLACE. 4s 8" STORMDRAIN. PROTECT I N PLACE. PEA: / ET Drawing No.: P762CROI Sheet No.: 336 WCE11 ' $107- . r FEB 087007 0 Rev.: XREF'S Resolved HA.,,,2234H S59_P762CP S59_P762CR X560rx X560sf X560ut X560vg Unresolved L TSCALE 1.1 n c ro w 0 cn �o4 cN 0 o U N .. N — ri in � I Cl) p 0 - N 0 11/15/06 Date B X t,g LEGEND: TIM (al 0 .......-GS ......._... — La 3 flgSge 1-1517 c7 3SN.30 0 \ F � S' V 3: Chk. ON K,.1 S L6'0 109 'Lc gv ' 4'1 31 "'0i` MS 3i Lz 3 31 L9" i` f11?1 80 60'17o ' 108 6L `g0' S 31 6.Z 3 31 6 Z ° 1 Piny HMS M 71 d xQ GENERAL NOTE Revisions ISSUED FOR BID bP - CS a • C 03111- PAVEMENT TO BE REMOVED STRUCTURE TO BE REMOVED UTILITY TO BE REMOVED PRESERVE AND PROTECT IN DEMOLITION / ABANDON NOTE 1V0 — M w PLACE Y‘? Ol'f1:' •7:1 00_ G ;11 d 0 - - 130 - _ _ - - 1.30 T-- -- 05„81 S — ... . _._ DEMOLITION NOTES: n n (SI u 7 u Di REMOVE P1 REMOVE rill REMOVE REMOVE Li REMOVE REMOVE 12 14 REMOVE RETURN 03AVd Drawn By Checked By 1 /d Lg'glf 3/ 13frN1 '\ x9 Zr 1O8 rgg 111 .31 .09'10f w 31 9800' N 31 1d 9(.' Z ' L 0 80 REMOVE EXIST 48" SD REMOVE EXIST CB REMOVE EXIST 12" SD REMOVE EXIST 8" SD REMOVE EXIST 6" SD REMOVE EXIST 10" WATER REMOVE EXIST 8" WATER FIRE HYDRANT ASSEMBLY. TO WATER DISTRICT 125 POWER CABINET IRRIGATION CONTROL VALVE TREE SPRINKLER HEAD EXIST 4" S5 8' RETAINING WALL Designed By M. BERRY R. BELL L. WIND Approved By. M. MORAVEC 8dV8fI _x.. ,3370,' '... - - -- 44 Cd EXPI 09/14/ b - - -0 _... __ ,. - CJ -w-- . Q - THCEN TER BLVD .370 M r, 16 17 1181 19 24 25 HPi C) )7 ...")NO3 1 • r" i rz Submitted: N3d 7 SEE DWG P762CR02 DEMOLITION NOTES: (CONT). 15 REMOVE PCC CURB Cis REMOVE 6' FENCE AND GATE REMOVE I . I ' D I A M STEEL SIGN POST AND FOUNDATION CLEAR AND GRUB BRUSH AND VEGETATION CONSTRUCT TREE PROTECTION AT DRIPLINE PLUG AND ABANDON I N PLACE: 21 ICI 23 PLUG AND ABANDON 48" SD PLUG AND ABANDON CB PLUG AND ABANDON 12" SD PLUG AND ABANDON 8" SD PLUG AND ABANDON 6" SD HEWITT ARCHITECTS D. HEWITT I O d1z1, 01 6 •v Date: HS(7 18 35N3a k � 41,01 _ M ' ,110 ' 3 d 1 M 03821 , i - C3FIS (100/14 318V1 ..3.1. Si 1 1,2 -- .3 idV1 � ...._.......... • } - 3 1 `...•<3 1271 28 29 30 31 32 -4 71 9 S __ ,....i a; 11/15/06 ;f Approved: • -- as - --W - -- OS 9 SN 1 3A 7WA OA { v �.: l Y' i' 7 3 L V/`1 5-N Al 17A cif s V,11 ON0,O ,L X ; L r PLUG AND ABANDON 8" WATER COORDINATE WITH WATER DISTRICT 25 TWO WEEKS IN ADVANCE. • .10 I I \ `6 0/ ' O ONSTRUCT`a IMITS 69•9 :f 108 60 '9T ' 41 31 56T S 31 66 '6ff 1 80 PLUG AND ABANDON I N PLACE: (CONT) 26 PLUG AND ABANDON 10" WATER COORDINATE WITH WATER DISTRICT 25 TWO WEEKS IN ADVANCE. PLUG AND ABANDON UNDERGROUND ELECTRICAL. COORDINATE WITH SCL TWO WEEKS IN ADVANCE. CONTRACTOR SHALL REMOVE POLE AFTER REMOVAL OF ELECTRICAL SERVICE. PLUG AND ABANDON UNDERDRAIN PLUG AND ABANDON 14" SD PLUG AND ABANDON 4" SS INSIDE MH PROVIDE AND INSTALL REMOVABLE PLUG. COORDINATE WITH VALVUE TWO WEEKS I N ADVANCE. � 1 )0078 dva.::10 ,,9 CONTRACTOR TO COORDINATE WITH WATER DISTRICT 125. CONTRACTOR SHALL REMOVE AND ABANDON DOUBLE DETECTOR CHECK VALVE AND CONSTRUCT PLUG AND THRUST BOX AS REQUIRED BY WATER DISTRICT 125. Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101 -3665 (206) 622 -5822 Fax (206) 622 -8130 all 1 Ail 0384 1, 1 ÷ , 9 0 3 &2Z____ -- R \1 R. KEMPKES Date: I / ITC. S't 10'G.f j 3 31 II 'PIT 11118 I 80 SouNDTRAIusrr 21 ' Zf' 108 Zr L Zi" 3 31 L&9 e'' N 31 k'gcr 1V 1 NOTES: 80 1 L "P.Zf 108 £' `Sz£' s 31 99"7,f "' 3 31 9L '90c 3/ 19'9,r 108 Hilas M 31 1 x`.31 80 I 1 /15/06 Scale: O; i,W1dV'd G3.417 d Date: r AY 1 ,- as4) • lil - M _... _._„ - . - M -. - 2 , i --__ -. 1 ' iii ---- M --- -1- --T- ---1 d,V I " =20' Filename: S59_P762CR02.dwg Contract No.: C 759 11/15/06 107 2. REFER TO LANDSCAPE DWG P762LD22, DETAIL I I , FOR TREE PROTECTION SPECIFICATIONS. 3. CONTRACTOR SHALL NOT DAMAGE TREES WITH PROTECTIVE FENCING. 4. SOUND TRANSIT SHALL SECURE THE BUILDING DEMOLITION PERMIT FROM CITY OF TUKW I LA. • ONIAQ1Vd C13AVd i 65 )I7ir'9 0103 PP 0 1 4;11 1-11 008 3NOHd REFER TO LANDSCAPE DWG P762LP0I FOR CLEAR AND GRUB LIMITS ON MACDONALD'S PROPERTY. 5. CONTRACTOR SHALL SECURE THE SITE BY FENCING THE GAPS IN THE EXISTING FENCE. 6. REFER TO LANDSCAPE DWG P762LR20 FOR REMOVAL DETAILS OF McDONALD'S IRRIGATION SYSTEM. 7 CONTRACTOR TO CAP IRRIGATION PIPING WHEN REMOVING SPRINKLER HEADS. 0 , 0 11 0 NOIS )-10119 80 :t ' i \\c) 20 10 1 0 I t O O 1 f ! ! 1 7 I i i J ) j '.`i ?t r ..'. i l ii 9 "0 7 I cf 1 di i 1 I „ $ :: 1x15 3 _- _-.- - 7 43 - 1 I � l 11 M '' 3 i M -..- I-- _. �8 //1„ 9 r j 0) 0 0 20 SCALE IN FEET I I 1 CO 40 { A PROVE ENNED FOR \ COMPLIANCE JUN 1 3 2008 OfTukwila BUILDING DIVISION GENERAL NOTES: 36" CMP STORM PIPE. PROTECT IN PLACE. REMOVE 12" OF GRAVEL—DEBRIS PRIOR TO VIDEO INSPECTION. (4-D EXISTING CIP RETAINING WALL TO REMAIN, PROTECT IN PLACE. CD` STORMDRAIN VAULT. PROTECT IN PLACE. ECERIED FEB 067007 PERWTGENTER NORTH SURFACE PARK I NG LOT Drawing No.: Sheet No.: 337 Rev.: XREF'S Resolved HA_2234H 559_,P762AU S59_P762CP S59_R402CA X560rx X560sf Unresolved L TSCALE /= 1 0 105/06 No. Date PR4 1+-00 Revisions R3 +3 PR5 1+37.96- •— ISSUED FOR BID AP PR3 3+76.77 1•11111•1111111•111111•111•11111•11 Designed By M. BERRY Drawn By Approved By M. MORAVEC R4 2+0 AP PR4 2+94.49 PR5 3+00 N88 1 47"W 1 EXPIRES 09/14/ 0 V I Submitted: , Yed ...... ..... HEWITT ARCHITECTS D. HEWITT P R5 5 .20.61.1 Approved: Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622-5822 Fax (206) 622-8130 R. KEMPKES 00+0Z 017 SOUNDTRANS1T Scale: Contract No.: Date: DA Tall NAVD88 NOTES: I. REFER TO DRAWINGS P762CA02 AND P762CA03 FOR S I T E DIMENSIONS. 2. REFER TO CIVIL GRADING PLANS P762CG02 AND P762CG03 FOR SPOT ELEVATIONS AND SLOPE I NFORMAT I ON. REFER TO CIVIL ROADWAY PLANS R402CP03 FOR SOUTHCENTER BLVD. ALIGNMENT AND R5O2CPOI FOR ALIGNMENT TO INTERNATIONAL BLVD. SCALE I N FEET L I N K LIGHT R A I L PROJECT SOUTH CORRIDOR S 154TH ST STATION NORTH SURFACE PARKING LOT CIVIL AL I GNMENT AND LAYOUT PLANS Drawing No.: P762CAO I Sheet No.: RECEIVED CITY OFT FEB 0 6 7007 PERMiTCENTER A • B • C • D • E • F • XREF'S Resolved HA_2234H REG -MJM S59_P762AU S59 P762CP S59_P762JL S59_R4p2CA X56arx Unresolved L TSCALE 5 0 0 r7 W 0 0 N N 0 0 o N .. (CI tD 10 v) -0 o N) 0- No I1/15/06 Date 1+7.25, 8.98' LT AP PR3 3 +76.77 STA: PR3 STA: PR3 3+13.08 STA: PR3 3 +46.85 STA: PR3 1 3 +49.68 I STA: PR3 3+18.95 STA: PR3 3 +45.87 R 2 +00 STA: PR5 3 +63.66 STA: PR5 3 +72.63 2 +73.01, 39.38 R STA: PR5 PR3 3 +36.88 PR5 1+37.96 3 +85.74, 25.50 RT 2 +50.64 �..A: PR3 3 +71.65 STA: PR3 2 +75.26 STA: PR3 2 +50.05 19.00' 0.50 2 +97 86, 29.00' LT ......_ AP PR5 3 +59.64 STA: PR5 4 +85.82 0 0 (D 1'r] 10 STA: PR3 40 MI 1 1 1 I 1 I 1 I R =3.0' By Chk. App. Revisions ft, 1 I I I I 1 1 1 I 1.00' I TYP I CAL RADIUS DETA I L (UNLESS NOTED OTHERW I SE ISSUED FOR BID STA: PR3 A 5.00' STA: PR5 1+19.25, 90.06' RT PARKING ISLAND DETAIL Designed By M. BERRY Drawn By Checked By R. BELL L. WIN D Approved By M. MORAVEC 0 STA: PR5 ° STA: PR5 2+17.35, 30.5 I ' RT 2+74.12, 32.98' RT 2 STA: PR3 3 +56.26, 29.00' LT M g � . ONJ;r, EXPIRES 09/ l 4/ D i! Submitted: 9.15' 1 R =3.0' R =3.0' 1 1 1 1 • o 1 N 1 N 1 R=14 0' R =5.0' I 8.00' PARKING ISLAND DETAIL HEWITT ARCHITECTS SEE DWG P762CA03 D. HEWITT 7.00' Date: 12.50 11/15/06 W 0 a 0 z 12.50' 16.00' Approved: PR4 4 +27.49 STA: PR5 3 +50.62, 32.98' RT Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101 -3665 (206) 622 -5822 Fax (206) 622-8130 STA: PR4 4+22.01, 30.19' RT R. KEMPKES Date: STA: PR5 4 +78.02 SOUNDTRANSIT 11/15/06 nemsmgege NORTH ENTRANCE SEE DWG P762CV0I FOR PGL STA: PR5 4+15.09, 1 4.25' RT® Scale: Date: PARKING ISLAND DETAIL (1:5 '=20 Filename; S59_P762CA02.dwg Contract No.: C 759 11/15/06 CONSTRUCTION LIMIT STA: PR5 4 +79.63 R =3.0' PAVEMENT 5 +09.32 R =10.0' STA: PR5 5+ 18.79 17.8' RT. STA: PR5 4 +96.47, 14.31' RT • • MATCH EXISTING STA: PR5 00 0 0 0 20 10 0 20 SCALE IN FEET NOTES: LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S 1 54TH ST STATION NORTH SURFACE PARKING LOT 40 I. ALL DIMENSIONS TO FACE OF CURB. GENERAL NOTES: O DIMENSION TO THE CENTER OF LIGHT FOUNDATION. SEE ELECTRICAL DWG P762JP01 AND P762JDOI FOR DETAILS CIVIL ALIGNMENT AND LAYOUT PLANS (SOUTH) R EWED FOR CODE COMPLIANCE Ai* ME JUN 13 2Q08 City Of Tukwila BUILDING DIVISION B RECE CCTV OF P'Y W1,.,Pe FEB 0 6 7007 PERMG 0E M Drawing No.: P762CA02 Sheet No.: 339 Rev.: LTSCALE l -1 XREF'S Resolved HA_2234H REG —MJM S59_P762AU S59_P762CP S59_P762JL S59_R402CA X560rx Unresolved • 2 0 3 0 4 0 5 0 co 0 N) w 0 CT Pri � N 0 0 U � N .. (0 N tr) i ` ° L 0 U — A 0 B 0 No. 11/15/06 Date By STA: PR3 1+64.81, 23.97' RT STA: PR3 STA: PR3 Chk. AP PR3 1+74.34 PR3 2 +02.75 2+14.01, 47.15' RT 2 +73.01, 39.38' RT App. PR4 1+00 ■` 27.42' STA: PR3 2 +12.71 STA: PR3 2+ 1 5.54 STA: PR3 2 +47.8 STA: PR3 2 +50.64 20.00' 21.74' PARKING ISLAND DETAIL SCALE: I 10' I Li Io 0 0 z t 2Q, 50 ` TA: PR3 I 60.00 ISSUED FOR BID Revisions 1 1 I alli STA: PR3 2 +50.05 7 Designed By M. BERRY Drawn By Checked By. SOUTH ENT SEE DWG P FOR PGL P4 Sc R. BELL L. WIN D Approved By M. MORAVEC \ !s lc PR3 0 +98.57 R40 24 +95.58 C r RANCE 762CV02 3 PR4 2 +00 N88 1 9'4 3 , 1 29.20' LT SEE DWG P762CA02 RK I NG ISLAND DETA I L ALE: 1 '= 10' EXPIRES 09/14/ 0 00 +1Z 017:1 1 44.50' STA: PR3 I +72.99, 29.43 LT® 1+64.49, 31.50' RT ® STA: PR4 2 +49.49, 31.50' RT o 0 N 1 Submitted: STA: PR4 1+96.49, 33.25' LT ® D D. HEWITT 0 3 „ZZ,L I 029S I Date: ®M ® L SOUTHCEN TER BLVD STA: PR4 s 20 10 SCALE: I'= 10' Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101.3665 (206) 622 -5822 Fax (206) 622 -8130 oMI ING a 0 SCALE IN FEET I I 1 I 1 1 1 I R =3 0' Approved: Date: 1 1/15/06 R. KEMPKES STA: PR4 3+13.99, 30.19' LT® CONSTRUCTION LIMITS 20 ® ESSII ® _ - -11-1.00 1 � q I 1 I I 1 I I 1 I r SOUNDTRANSIT 11/15/06 F oo +zz 0178 40 TYPICAL RADIUS DETAIL Date: 11/15/06 a G MOTES: a LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S 154TH ST STATION H 64 EO FOR 1 CODE COMPUPACE JUN 13 20f;3 City OfT pia BOOM ._UIVG _- I . ALL DIMENSIONS TO FACE OF CURB. GENERAL NOTES: ®DIMENSION TO THE CENTER OF LIGHT FOUNDATION. SEE ELECTRICAL DWG P762JP01 AND P762JD0I FOR DETAILS NORTH SURFACE PARKING LOT CIVIL ALIGNMENT AND LAYOUT PLANS (NORTH) RECERIED CITY OF-17 Fr ,t`,1'A FEB 06 ?007 PERM iT GE HEWITT ARCHITECTS Scale: Filename: S59_P762CA03.dwg Contract No.: Drawing No.: P762CA03 Sheet No.: 340 0 Rev.: XREF'S Resolved HA_2234H S59_P762CV Unresolved L TSCALE 1=1 340 338 PR5 3 +00 PVI PVI 40' VC STA 3 +69.65 ELEV 321.57 Checked By. PR5 -+00 Designed By: M. BERRY 40' PVI STA PVI ELE OSED GRADE PR5 4 +50 NORTH EN GRANGE VC +58.30 337.33 PR5 3 +00 HEWITT ARCHITECTS PR5 5 +50 NG GRADE T I ONAL Filename: S59_P762CV0 I .dwg ry a 11 P — CIT CT�F�FF. FEB 5 7007 PERM1 CENTER I 1 /1 5/06 Date B Drawing No.: P76 2CV0 I 0 No. A ISSUED FOR BID Revisions B e Approved By: M. MORAVEC C 0 Submitted: D D. HEWITT Date: E Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622 -5822 Fax (206) 622 -8130 I1/15/06 Approved: R. KEMPKES SOUNDTRANSIT Date: 11/15/06 F Contract No.: Date: C 759 I1/15/06 0 1 SOUTH CORRIDOR S I54TH ST STATION NORTH SURFACE PARKING LOT CIVIL PROFILE H Sheet No.: 341 0 Rev.: XREF'S Resolved HA_2234H REG—MJM S59_P762CV2 Unresolved LTSCALE 1=I 5 0 co 0 V) bJ 0 cn - cr 0 0 > C.) N N 0_ 0 I 1.: LCD CO to ..."*". O In • 0 6 — N 324 320 316 312 A 1+00 SOUTHCEI\I TER BLV -4- IC) CO 6 0 IC) r) C)._ .... .- ........ L.. —0 .8875Z 4 ON 00 Q(0 — C 0 1 0 d - EN c\1 1 — — — PO Isr) I tr) to In F - 1+50 ISSUED FOR BID 1 B 0)1 ro 0 0 0 . .... „.. r0 l'r) 2+ 00 0 00 cn (0 0; tr) Designed By: M. BERRY Drawn By Checked By. C PROPOSE GRADE Approved By M. MORAVEC R. BELL L. WIND C SOUTH EN FRANC I EXPIRES 09/1 4/ t 0 3+00 E D HEWITT ARCHITECTS 3+50 Date: 00 CO LO CY; r'r) E X I S T I N G GRADE 4+ Approved: 0 0 (r) z 0_ 0 z a 0 wo LL. Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622-5822 Fax (206) 622-8130 V Date: SOUNDTRANSIT F Date: Scale: H: 1' V: 1"= Filename: S59_P762CV02.dwg Contract No.: C 759 I 1/15/06 V I ............. ^ ...... • .......... ‘6113111•EMEZEINEF LINK LIGHT R A I L PROJECT SOUTH CORRIDOR S 154TH ST STATION NORTH SURFACE PARKING LOT CIVIL PROFILE H UILD EEC ‘/PD . , .... FEB O 7007 PERttiiITCENTER Drawing No.: P762CV02 Sheet No.: 342 0 Rev.: XREF'S Resolved HA_2234H REG—MJM S59_P762AU S59_P762CG S59_P762CP S59_P762SW S59_R402CA S59_R402CG X560cn X560rx X560sf X560vg Unresolved L TSCALE I 91•I?).VV0-.? :77 ,1 1- - a , "•" , "'• , .. 5 • • • 5 • r /1111111111111M11111111.11 RI MINIM , ,......./.................. r 7 % -24 11. i 7 i 1 :1 ; IA i ..7->s, I • \ - / I 2 • H • . . ,;•• •'•; •••,.;.•••• 1.:42•5 „•-• ../ -•-•-•••"' A •-•••••'' .... ...••• • f i c• / 5 1 iT-3 •1:7 act te .1.' 3 :4:73.5.1 •53?..V \ 7••,".5 i5;5,77,; ••••••-, ••A I •••••• : \ ' , .., 39 J— ••5 : / / ....1-„„_,./---•=,,--- , ,••-' 1 ' — '" ... _ ;•1 4 5 — 7-7 7' .,' - ••,.?I'7.• 4 ...Cc, — ---- r"- - -"?• - •: j 1 I :••••••• No. Date By Chk. App. Revisions it 0 77v,• • , ‘ ?5 . • 2r ./ 15,0,I4r% f•J-1 . • • • • • p ••••- : - 7 ,24,5, 75: • ••••• 94• :13A1: ;,;%,•••.5r ••.3'5.:,.54 ,e„ee'„a -"•••••„\ B I - N 7,9 5' • S , i 1 I : ) \ i % I \ \ \ % ... : 4 - ... • "0 • - 51 ; 5 \ 7' ›.• .4 , .5• Drawn By 41 0:40f v`4.• cv .. _ _ c.c) IIIIIIMIII Designed By r c4 iiiiimmi a) MEM IIIII Lc) - -- Checked By C AIIIIIMMIIM=1111.1.1111111111 O C \I • a EMI= ±*-- 0 11/15/06 ISSUED FOR BID •••;.;-•-••• ,....K. ...- per 'ffl,siEr7i \ ..---::-.4' —..----- 3155" : 717 .." ---7 . - • \C- . .-: ": 1:4- 77 : ........ ....... . '• ;, ,,--rt---------- 7 ::. „ '.: ..i .. . . . -- . . ,. : :!.. :••; .,• . -4 75-L ---"r 5. - - . .......... . —... .„,.`• / 1 , M. BERRY R. BELL L. WIND Approved By M. MORAVEC C n••••••■•• • 0 ••-•-•••••4 1/ V •. 5 / 5 1 ••• • , 52;91'5'47?, „ -;„ • 2 e ' , •„!.- ...... . : -55 .,• • — ". 3 ••• . Submitted: I 5151 / D I 5 \.....L---:':,\;,:., \ "" k•• ,,..\.7, ... ..._...,.. ,._,,,....:....,....,..,-•••,....-.- ••■ Z, \ -`:./.' ,5 -44',;/ ' -• \ l '' 1 1 1 ;, -•••••• HEWITT ARCHITECTS D. HEWITT Date: 0 11/15/06 ,..•••••- N. ! , ,:/ . , : ut..... , .. .,,, - , i it i I : 1. 5 .„., , r. Approved: Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622-5822 Fax (206) 622-8130 11 ol ,/ 5 • • /, ./ 4" I /7% f 1.? I • -•••-••••• ; f f.f.• ; • ; r1.-.T.) • 'It • •- —.-- ,•• / • ,/ / ••• R. KEMPKES 0 • • ';'••;:\ " 555,5 5 Date: CM 1 , \ SOUNDTRANSIT .74 7 • • I • / , , , L 11/15/06 Scale: Filename: S59_P762CG0 Ldwg Contract No.: Date: 175 / t,......_...... I 40 20 I "=40' 0 A • 1 / / 1 . " 9 1 ,,,T , 2 . / ' 5:4)erivi 1 / %-• ..... ----/•••—••••• ..... • . • ...• ...... / I / ,-/ Z .„..... , 5 7575ri4 ,„„X- s„•=4-5 5-;" • // / , / /////, / / / // / 40 SCALE IN FEET NOTES: LEGEND: —290— 80 E X I S T I N G CONTOUR, MINOR E X I S T I N G CONTOUR, MAJOR PROPOSED CONTOUR, MINOR —325-- PROPOSED CONTOUR, MAJOR L I N K LIGHT RA L PROJECT SOUTH CORRIDOR S 154TH ST STATION NORTH SURFACE PARKING LOT GRAD I NG KEY PLANS, NOTES AND LEGEND I. REFER TO CIVIL ALIGNMENT DRAWINGS P762CA02 AND P762CA03 FOR S I T E DIMENSIONS. 2. REFER TO CIVIL GRADING PLANS P762CG02 AND P762CG03 FOR SPOT ELEVATIONS AND SLOPE INFORMATION. 3. REFER TO CIVIL ROADWAY PLANS R402CP03 FOR SOUTHCENTER BLVD. M O D I F I C A T I O N S AND R402CP02, R502CP01, AND R502CP02 FOR I NTERNAT I ONAL BLVD. MOD I F I CAT I ONS. CODE COMPLIANCE \ A 't VE .104 1, 3 VIB ---7 BUDIAMGCA ED.= W CITV OFT Lrii FEB 0 6 7007 PERNIGEWER Drawing No.: P762CGO I Sheet No.: 343 0 Rev.: XREF'S Resolved HA_2234H REG-KIM S59,__P762AU $59_P762CG S59P762CP S59_R402CA X560cn X560rx X560se X560s f X560vg Unresolved S59,..P762AUnev L TSCALE I I 0 re) LU a cv -0 • cri c\I c 0 o 0 o C .. (.0 N Ca I L o (7) cn 0 0 CV 0 No. A PR3 3+ 9'61c: T C 2+50.6 I 50' RT 2+50,6 *El KM 1 1 80 \ 32.50' RT 0.59 C=321.04 PR3 3+16.3 37.14 RT T C=320.40 8.69 RT C=320.80 R3 2+81.12 T C=328.92 8 , iPo-FG TO =330.37 FG=331.04 TOW=333.54 FG=331.04 TOW=334.21 FG=333.38 TOW=334.88 FG=333.54 TOW= 335.55 L8'CWis. 7z 071 • ..."!••111r.T.411 1111111M•1 3+36 PR5 1+37 "r' 2+49.21 85 RT 2+75.11 c ;. 7C j' 011 =-AllIta_ A ' '•- • gs-frx.i.I. -441761112#11414 -"Mai ....... 7 i i ._ WALL W I t.m .31,5;",per• PR3 2+83 18.50' RT PR3 3+0 18.50' T C 321.16 69 PR3 3+76.77 L€L c. 4 V.2 "K1 0 II El 9.- B 320.4 T C 322 56 16L. .tz§: 9 ,/- Z7--C IA#" . •• CROSS WALK GRADING DETAIL SCALE: I Il = I 0' Ira lila SW SE ; IF 1 1 1 1 I 1 1 1 1 1 Drawn By. Checked By. 320.78 7 1 •••N ,pci'Lzy/ )/ N I ,/ •,://,••• ... /40, i•• . 47.9 Designed By M. BERRY R. BELL L. W I N D Approved By: M. MORAVEC C ___:::,:..._ .__._ ___... -. ,,,,........-- -„......H 7 :' - ' 4 .',..,,'"' . ,....: ::7... ...,....,' '.:.}.4.: .1:.,:;-,•.;:440 wALLz ,- 1 ::: ;,-2.7 • s - - , \., ,,,,-_ • f ,:',"" .J - .:.-'.• - .....,--1 / : , ....- „ -- i / : ir." 4 1.-, ' .. ,, / , ......, .-:--- ....•-• ----- i ....---- -7. I I / "-C ..... gz, -, - .. • ,,.... .. .. , . ( , • 9 ..--\-1:434- ::-;::3 ''''''''''''' , : ''. .: ''''''''''' '' .,. • . - --\... ) ( 3 if 74, , 9•} 7.,c : r fl 0 1=1 ME ME Eli ME MO MEI MI ME 65111 lad MS ENE Iiiii Mil I= Min ME ent BOC 320.01 BOC 320.15 Submitted: 2.0% D (-• BOC 320.29 CROSS WALK GRADING DETAIL SCALE: I I 0 Il/15/06 Date By Ch k. App. ISSUED FOR BID Revisions mm=s1=M1=1C•10W HEWITT ARCHITECTS SEE DWG P762CGO3 '' - • .." '' ''' . _ ''''''' • ''' .„ D. HEWITT 1 BOC 320.15 I Date: 11/15/06 Approved: E PR4' , -290- -325- 4.0% 320.05 -WALL2 /- .#4. „.„ 4:LR5-3:+:513:r)-° LEGEND: Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622-5822 Fax (206) 622-8130 0 ocitZc. • SSIMIa11 Te= 05;10X1 73;a3;3C 4.*CZ.ViZ.VOMMIZI*Iet ' • G CONSTRUCT'FO N I T .... to-o„. 1 2: .... s; :;I CURB WALL R. KEMPKES X _ R E T A I N I N G WALL Date: fZET-.1"Krg. E X I S T I N G CONTOUR, MINOR E X I S T I N G CONTOUR, MAJOR PROPOSED CONTOUR, MINOR PROPOSED CONTOUR, MAJOR SLOPE, FINISH GRADE SPOT ELEV. FINISH GRADE, TOP OF CURB SOUNDTRANSIT 11/15/06 F W=336.22 =334.22 /- zs" Z9 II / -7/ / 5 rEk 6 Scale: Contract No.: Date: ) / ,••,. P ' / /../n .-, ... V /60 .■.' t • c, '-'•'' ') C'i>1•//2„:)....'''''''' • ' , '); e, ., ■ c • ^ .^ :-• %, \ ...., • .-... \ 6 c: . 0 t• . C2 1, :i 0 .-...-"'...., , o , . • 4 ., :....... - ..... ,..„ %'-'`',.. i n t•7 1 ,,,,, , 1 N N. .....'''''.. -„ ,. / if r " - C., - 4 • ,...;,.. ,..„ , ± i ' N.' f•ft.- `,„....... / g , . : n'tcci'' I GENERAL NOTES: 1 Filename: S59_P762CG02.dwg C 759 11/15/06 .„.._ .,,,„.. ,i,. \\... '. 1.4-‘ , .,:. -.) ' V .. c I) if . 1 1A - 1 , ,4-Z,„,.. i r';''... "•• ,.., P'./.?/,• .., . `•-•"... • ,•^ • , .,-..... „...,- ,... ;;&Z.... .: • i.,.C.4::::" 1 . 411: 1 1 :! " ,, \ ii 5/ 1 11,2g' it ..-: i ) YI • , \ 1 1 I N i,s,.. i 17 1 // • Vtilk f / 1 i S•/ /: ,.. \\ i ,.' i i :, I . ii \ *._, . i .- ..Q • S, ! J 1 ::: : , -- -N , . e , 2 • (.5.:•C' 90 . *c ;c51' PAP „. - . CONSTRUCT I L I iv,+t 599c • /N • f N VP N, • . ...--.:.: .r.` :3 \ \ 1 • 11 ,i ! I ....i'• -,' ..-. :.., • • i 9 ji, ,f Z•g ) 7. , ;5: • vi.... , i ,, i (e .: : /f i ll\ \ i • • -.,,:• - i .:, i ,j s•,, f /1 1 , ,i; ,• ' .... , •.-/ i / ft / ij / ! ! / IS • 1 ENCT i;PNG R761-CARg; FOR PROF I LE - \-„.. ® END CURB T R A N S I T I O N W I T H A CURB HEIGHT OF 0.5". • BEG I N CURB TRANSITION FROM 6" TO 0.5" IN HEIGHT FOR ADA RAMP. / 1,17 0 o 1 / 0 I 0 20 10 NOTES: L I N K LIGHT R A I L PROJECT SOUTH CORRIDOR S 154TH ST STATION NORTH SURFACE PARKING LOT GRADING PLANS (NORTH) S S ir REVIEWED FOR / CbDE COMPLIANCE 20 SCALE IN FEET City Of Tukwila ILDING DIVISION ! 40 I. REFER TO ARCHITECTURAL DRAWING P762AU54 FOR HEIGHT, LENGTH AND LOCATION OF WALL # I . 2. REFER TO CIVIL DRAWING P762SX0 I AND P762SX02 FOR HEIGHT, LENGTH AND LOCATION OF WALLS #2, #3 AND #4. 3. ALL SPOT ELEV ARE AT TOP OF CURB UNLESS NOTED OTHERWISE. EC Cm! OFT FEB 0 7007 PliFiNTL;F=i\fiE- Drawing No.: P762CGO2 Sheet No.: 344 0 Rev.: XREFS Resolved HA....2234H REG —MJM S59 P762AU S59_P762CC S59,..,P762CP S59_?402CA S59 R402CG X560cn X560rx X560se X560sf X560vg Unresolved LTSCALE 1 =l 2 3 • 4 0 5 A 0 B 0 C 0 D E 0 F 0 G H 0 No. PR3 2 +02.75 PR3 2 +50.6 wL :9 /C=319.47 PR3 I 7 . _ -, 8.50' T C=319. T /C= 3..j.- PR3 2 20.50' R l` 1 I C=32 s 23 ;j 1 T C =320 41 RT 44.70 �.�.. 18.97' 'T 3 2 +45.;5, PR3 2 +49. PR4 I +30. 328.20 FG7329.03 TOW= 33 I.53 E� • lE x 1 4 .. 11/15/06 Date PR4 1+00 By Ch k. / f • ` t . y' :: App. r. • EFEREN DWG 1 FOR PROF I L i r f 20.50/' RT II R40 ISSUED FOR BID Revisions 1 111 lr 0 +98.57 24 +95.58 33.85 RT Designed By M. BERRY Drawn By R. BELL Checked By L. WIND Approved By. M. MORAVEC SEE DWG P762CG02 EXP I RES 09/1 4/ i HEWITT ARCHITECTS Submitted: D. HEWITT v 0 Date: I1/15/06 WALL # I TOW =3 I.53 FG= 329.03 20 10 Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101 -3665 (206) 622 -5822 Fax (206) 622 -8130 • : CONSTRUCTION LIMITS 0 Approved: R. KEMPKES N N I r oo +zz \ d 20 SCALE IN FEET 40 SOUNDTRANSIT Date: 11/15/06 Scale: Contract No.: Date: I " -20' Filename: S59_P762CG03.dwg C 759 I IEGEND: —290 — —325— 4.0% 320.05 NOTES: I . REFER TO ARCHITECTURAL DRAW I NG P762AU54 FOR HEIGHT, LENGTH AND LOCATION OF WALL # I . 2. REFER TO CIVIL DRAWING P762SX0 I AND P762SX02 FOR HEIGHT, LENGTH AND LOCAT I ON OF WALLS #2, #3 AND #4. 3. ALL SPOT ELEV ARE AT TOP OF CURB UNLESS NOTED OTHERWISE. GENERAL NOTES: ® BEGIN CURB TRANSITION FROM 6" TO 0.5" I N HEIGHT FOR ADA RAMP. ® END CURB TRANSITION WITH A CURB HEIGHT OF 0.5 ". EXISTING CONTOUR, M I NOR EXISTING CONTOUR, MAJOR PROPOSED CONTOUR, MINOR PROPOSED CONTOUR, MAJOR SLOPE, FINISH GRADE SPOT ELEV. F I N I SH GRADE, TOP OF CURB CURB WALL RETAINING WALL CROSS WALK GRADING DETA I L SCALE: I "= 10' LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S I54TH ST STATION NORTH SURFACE PARKING LOT GRADING PLANS (SOUTH) REVIEWED OR CODE COMPLIANCE APPR (1V JUN 1 3 208 at Of Tukwila 1 BUILDING DW1SIC ° , Drawing No.: Sheet No.: 345 i �E s EWED CITY OFT'Z `VP P FEB 06 7007 P Fili ti CE a ER P762CG03 Rev.: 0 XREF'S Resolved HA_2234H REG --MJM S55 N76_CP S59_P762CP S59_R402CA X560rx X560sf Unresolved S59_P762AUne L TSCALE I =I N 0 :b f 77'14i , •- •- sf•YJx"'3, y a CONSTRUCTION' LIMITS s a Thwno epee I I /15/06 Date B A 8: ys. %sD Tiv.ifen Ch k. i73' „A !ti' A 9:l �1 Th ..•o c i rzf are • J v4M� ISSUED FOR BID Revisions � x X :i•�i'aa s'.73 Vs/ B 11 t•, � % t � .0i 4%. as 117F Designed By M. BERRY Drawn By. R. TORGESON Checked By. L. WIND Approved By M. MORAVEC C ..........,_,......____,,...:,:„ . ,., ' c' tzx ?: EXPIRES 09/14/ e"b Submitted: 3 SOUTHCENTER BLVD D (V; N3OHI T Oi vu: HEWITT ARCHITECTS D. HEWITT sse; Date: C %r hri' /d Qw F 'rd Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101 -3665 (206) 622 -5822 Fax (206) 622 -8130 11/15/06 Approved: E • R. KEMPKES Date: \‘‘ rs / s2V.s : r ......_.f....... ,__- .....s.......!• I?/ r "� /ei4,- •'. "..St ,,,r -. SouNDTiuwsrr .1:C7 : i:doGc 11/15/06 F ,~. Neu .15:17? i +7 iC,3 ..,......_,.... Scale: Contract No.: Date: I r . • J f N I , ' , //V r " =40' Filename: S59_P762CP0 I .dwg C759 11/15/06 J • G 40 20 LEGEND: NOTES:, I. REFER TO DRAWINGS P762CA02 AND P762CA03 FOR SITE DIMENSIONS. 2. REFER TO CIVIL GRADING PLANS P762CG02 AND P762CG03 FOR SPOT ELEVATIONS AND SLOPE INFORMATION. 3. REFER TO CIVIL ROADWAY PLANS R402CP03 FOR SOUTHCENTER BLVD. MODIFICATIONS AND R402CP02, R502CPOI, AND R502CP02 FOR I NTERNAT I ONAL BLVD. MOD I F I CAT IONS. 4. REFER TO ARCHITECTURAL DRAWING P762AU50 FOR PAVING DETAILS. 5. REFER TO DRAWING P762CX02 FOR PAV SECT 0 40 • LANDSCAPING ASPHALT CONCRETE SCORED CONCRETE 80 MENU SCALE IN FEET LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S I54TH ST STATION NORTH SURFACE PARKING LOT PAVING PLAN H RE-VI-EVE-00 C ODE COMPLIANCE OP VIE JUN 13 MB City Of "NW% BUILDING ISIGN Drawing No.: RECEIIIED FEB 0 0 7007 P762CP0 I Sheet No.: Rev.: 346 0 XREF'S Resolved HA_2234H REG —MJM Unresolved LTSCALE l =l • 5 0 No. 11/ Date - By P762CX02 Chk. P762CX02 App. Revisions ISSUED FOR BID 3: I MAX C P762CX02 TYP P762CX02 P762AU50 D P762CX02 Designed By M. BERRY Drawn By: R. TORGESON Checked By: L. WIND Approved By: M. MORAVEC TYP P762CX02 EXPIRES 09/14/ b SLOPE VARIES 0.55 % -0.8% Submitted: SECTION SCALE: I "= I 0' SECTION SCALE: I "= I 0' HEWITT ARCHITECTS D. HEWITT Date: I1 /1 Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101.3665 (206) 622 -5822 Fax (206) 622 --8130 Approved: P762CX02 (5 P762CG01 1 P762CG01 R. KEMPKES SounruTRAus1r Date: 11/15/06 Scale: Date: P762CX02 Contract No.: AS SHOWN Filename: S59_P762CX0I .dwg C 759 I1/15/06 P762CX02 P762CX02 WALL #4 4.2% MAX 1 5 P762CX02 0 WALL FOOT I N G ELEV =332.2 I0 SCALE IN FEET LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S I54TH ST STATION NORTH SURFACE PARKING LOT CIVIL - SECTIONS 20 P762CX02 RetieivE.D FOR CODE Drawing No.: RECD'° VED CITY O - -fr�.�@,RR,. OF FEB 06 ?007 PERMFICEMER P762CX01 Sheet No.: 347 0 Rev.: XREF'S Resolved HA_2234H i tJM Unresolved L TSCALE I =l 2 3 4 5 SPEIZINiffilWqr No. Date 11 VARIES 18.40' MIN. 26.76' MAX. By TYP I CAL ACP SECT I ON (PARKING AREAS) SCALE: NOT TO SCALE 6 1/2" 5 1/2" 1/2" R. N CEMENT CONCRETE CURB AND GUTTER REFERENCE WSDOT STD PLAN F--- I SCALE: NOT TO SCALE Chk. App. 3" HMA C I . 1/2" PG 58 -22 CSTC 6" CSBC \\ \4 COMPACTED SUBGRADE 2.5' 2.5' 3 FACE OF CURB P762CX01 R- MATCH ROADWAY SLOPE TOP OF I /2" R ROADWAY I I' 2% re P762CX01 CONTROL Revisions I I' Designed By. M. BERRY Drawn By R. TORGESON Checked By ISSUED FOR BID L. WIND Approved By M. MORAVEC 6 1/2" 5 1/2" I /2" R I 8 1/4 CEMENT CONCRETE BARRIER CURB REFERENCE WSDOT STD PLAN F- I SCALE: NOT TO SCALE \./ - ' / /��i , / / / V / i VEH I CULAR CONCRETE PAVEMENT SECTION (CROSS S) SCALE: WAL NOT AREA TO SCA 5.5' VARIES TYPICAL DRIVEWAY SECTION WITH RETAINING WALLS SCALE: NOT TO SCALE P762CG01 I EXPIRES 09/14/ FACE OF CURB " R TOP OF ROADWAY " CEMENT CONCRETE PAVEMENT " CSTC COMPACTED SUBGRADE 4.52' � qk R . 1.34' Submitted: HEWITT ARCHITECTS D. HEWITT Date: (6 P762CX0 I (1Y P762CX01 SEE DWG NO. P762SWOI FOR WALL SEE P762CP01 FOR LANDSCAPE RESTORATION NATIVE GRANULAR MATERIAL Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101 -3665 (206) 622 -5822 Fax (206) 622 -8130 I1/15/06 Approved: co R. KEMPKES a 9" d 2" CLEARANCE (TYP) PRECAST CEMENT CONCRETE BUMPER CURB r1" BUMPER CURB SHALL BE CENTERED IN STALL P� I SCALE: NOT TO SCALE I= 111=11 I I —I 11- 111 —I 1 1-- -111 = 111=1 _I I I - 111 -I I I � � I 11=1 111 111 45 BEND SOUNDTRANSIT Date: I 11/15/06 13/16" D I A HOLES FRONT ELEVAT I ON Scale: 6 PLAN VIEW, 4" THREADED CAP CLEANOUT GRADE 1111, „ 1 1-111 --1 WYE AS SHOWN Filename: S59_P762CX02.dwg Contract No.: Date: C 759 11/ TWO #3 BAR STORM DRAIN CLEANOUT DETAIL SCALE: NOT TO SCALE P76� UCO 2 TWO #6 BARS COOS' COVIIPACE r VED Oi BVILD-MG 01510 4” FLEXIBLE PERFORATED UNDERDRAIN PIPE OR SOLID UNDERDRAIN PIPE, (TYP.) SECTION FACE OF CUR 8 n SIDE ELEVAT I ON NOTES: LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S I54TH ST STATION NORTH SURFACE PARKING LOT CIVIL -- DETAILS 3: I SAND AND CEMENT GROUT I " DEPTH NON -SHR INK GROUT I 6" REFER TO ARCHITECTURAL DRAWING P762AU50 FOR TYPICAL CONCRETE WALKWAY SECTION. 2. REFER TO ARCHITECTURAL DRAWING P762AU30, DETAILS 1 AND 2, FOR PAVEMENT JOINTING LAYOUT. it CEI 9 C117 OF r1 FEB 057007 PEG a `,ii T Ee Drawing No.: P762CX02 Sheet No.: Rev.: 348 0 A B C D ® E F G H STORM DRA I N STRUCTURE TABLE CB # STATION OFFSET 02-04 PR4 3+73.24 I 1.25' LT 02-05 PR5 3+74.86 9.47' RT 03-02 PR3 3+07.93 2.58' RT 03-03 PR5 1+78.72 30.08 LT 03-04 PR5 I +71.82 16.92' RT 03-05 PR5 2+25.32 30.08' RT 04-01 PR4 3+47.80 21.48' RT 04-02 PR5 3+70.36 9.15 LT 04-03 PR5 4+08.48 9.12' LT 04-04 PR5 4+ I 3.05 19.26' LT CLEANOUT STRUCTURE TABLE CO # STATION OFFSET I PR5 2+25.12 35.50' RT 2 PR5 3+91.13 26.26' RT 3 PR5 4+92.06 13.44' RT 4 PR5 3+86.10 32.77' RT 6 PR5 4+83.28 18.50' LT 7 PR5 4+92.41 16.26' RT XREF'S Resolved HA_22.34H REG–MJM S59_P762CG S59_P762CP S59_P762UC S.59_R402CA $59_R402CG X560cn X560rx X580sf X560ut Unresolved L TSCALE • N 1 uJ N c 0 0 N t v i co O N • 0 • • — 0 No. GRAD BREA M • r. CB #02-05 AP PR5 3±„ "SI) Crl PR5 1+37. PR3 3+76.77 65: #;.:c ..21V 1 • ;Ai ; L 179 ? N / ).• P762AUO I 2 Zf .1 Obi 00 Zci -J' M C) 613 riel 21 3 ! N*10/DiN,i1 N kv I E=32 CB ••••••••-1 11 Date P By A PR3 3+36 .96 "0 .90 '6 i r14 `7".7; 6 Fs ; LEGEND: 12" SD 2 2 Chk. App. Revisions „;?•:•: .."„Jc •••/ ISSUED FOR B D h/ REMOVE PIPE CLEAN OUT PERF/UNDER DRAIN PIPE B AV I I •svT /"..• F I R E HYDRANT TEE CONNECTION W I T H THRUST BLOCK CATCH BASIN, TYPE 1 CATCH BASIN, TYPE 2 STORM DRAIN, S I Z E AS NOTED T : C ••••. 0 P& • „k":" 44 3 N-..„ 7 I E RIM CO DIP CS RT LT In Is; , ii i ", / • ... s ...-. .<1 A., ' ':-..., I. ; .k if .ge.3 .' 2 s.Vr r ....; •••••s Drawn By Checked By ,' sc? 9 1 f .108 i 9 'E I '- •IN 3/ g;. r Designed By M. BERRY R. BELL L. WIND Approved By M. MORAVEC C .-"N"411111.141111 egghj i AMMWAWAIIIMMOM I ••• ......../......... 05.....9.4 ..." ,e , ..,... r• , .....''''-. ‘. 7 .„ ..QC,,:t,"; 1 4.67' r % . z.., , r. ' .., „..._:._-_....„...,-4: • . ..- ;If 1 ,L 7 P7,62CX01 - (rYP) 1 ----::-. ------ r. . Ji ! -----' ----5E --- I 1 i ,-- ,:..-; Le.) 'i ; i 1 $ 714 INVERT ELEVATION RIM ELEVAT I ON CLEANOUT DUCTILE IRON P I P E COMBINED SEWER RIGHT LEFT c 108 1 , 6(7•611 M \ 16'61r .S 31 't ; . ' Ili' . 9(.7r sI1 yg.xe• • 8,3 .: •• • ......... 1 • 1 UTILITY AND DRAINAGE ABBREVIATIONS: Submitted: ci' .•••• CB D H E I TT ARCHITECTS I r, SEE DWG P76 UCO3 , VAVAIWriv 4" PERF P I P E 7 I i ....... • .. •-•""•° ..... " • • . • D. HEW I TT i Date: 77 ...... -•••••••• E bea is / 1Pimfffsf'.4 ,•••...••••••,. • • s.s -P-R5 00 PR4 4+27.49 ..... _ .... / / / / Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622-5822 Fax (206) 622-8130 11/15/06 Approved: • • 14, t (..130 :5 i /PEW /1E= 2.85 nt014...ass nxbronnnn. R. KEMPKES Date: F q, :lel 4 cf 0 7 ory 04-0 I EX' / 8 11 SD ■ 6,407.7.7 • 55(‘ZrOmti . ..... .,.._ ...id4/' ---- FT-9. .--,-• ...---. ...- oc. y----- — ..--„_ /89, ,..--' ,' .,-- ....",•• -••••...........— ,,,,,_ ./ •-•-• /// i i 1 ,,•'r.,. • / I 1 , 1 , , ,-- ' , 1,--1; ' . .„,,, :, .i.....) :.,,, . -1,, . i I ; , ,- IA ./ ,j i ( \. I' 1 • / i : / / 1 J F ; :!-7-sss • 4: . -- . / ,,-• , / : ---- -%–zt - .— /` -ti,..--''•--'-- SOUNDTRANSIT I 1/15/06 Scale: Date: • • / ' .."'<,/j1/ • • ii „„ .„, • ••••••-.)"\_ ,cp $T,RUCT I ON e _ C if 1 t 1/v!,:q 1 d . 0 • 5 1.; ,1 • ••■ ; Lst -••••:•-; . 9 ... . ..... • .... ... --; -, • r ••- ; • ," -7% ij. Filename: S59 P762UCO2.dwg Contract No.: HVISS 1 l '=20 0 C 759 11/15/06 t • •••,: : \••• ,X • , „ •-)NO3 7 ./ • • '1 / if 4 ; 4 \ '''.... ' e i ' 1 , ' " -. i \ I • - Y• •• - • • C (' ; • .1 i • 11 325 0-8 • „ I II ij \ / NJ I ,- ' / h' I s ift / K:73 472 I „ ij 20 10 1 14 -"”; 0 d / I ,.. " -s .. - i , -5 / ... --i f ' ' .41 • -`• I .. " : :•.? 1 47 "L , I i lir '•:,,-..' ,S'I • , '- 1 ; ; is., rs,, --,-, I 0 SCALE IN FEET L I N K LIGHT R A I L PROJECT SOUTH CORRIDOR S 154TH ST STATION NORTH SURFACE PARKING LOT UTILITY AND DRAINAGE PLANS (NORTH) 1 — • - - ••■• ------- i I . i I / „, NI „VS .1 C Sgt i .-)../ ri 1.,:y)q. iv? if ."; " 20 5. SEE P762UV0 I , P762UV02, AND P762UV03 FOR STORMDRA I N PROFILES. —REVIWED FOR CODE COMPLIANCE APP •NED JUN 13 1008 OW Of Tukwila BT DING DIVISION NOTES: I. SEE P762CR0 I AND P762CR02 FOR DEMOLITION PLANS. 2. SEE P762CAO I FOR AL I GNMENT LAYOUT. 3. CONSTRUCT STORM DRAIN F A C I L I T E S IN ACCORDANCE W I T H C I T Y OF TUKW I LA STD PLANS. 4. ALL STAT 1 ONS AND OFFSETS ARE TO CENTER OF STRUCTURE. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE COVER AND FRAME PLACEMENT. E-C7VPD CflYrsFT1 FEB 057007 Drawing No.: • . , P762UCO2 Sheet No.: Rev.: 349 0 CLEANOUT STRUCTURE TABLE CO # STATION OFFSET 8 R40 22 +68.94 65.59' RT 9 PR4 2 +83.87 38.17' LT STORM [BRA I N STRUCTURE TABLE CB # STATION OFFSET 02 -0 I PR3 I +66.39 18.44' LT 02-02 PR4 I +38.05 30.08' RT 02 -03 PR4 3+10.06 I 1.25' LT 22.01 PR4 I +31.56 1 6.92' LT 03 -0 I PR3 I +86.9 I 22.78' RT XREF'S Resolved S59_,P762UC HA_2234H REC —MJM S59_P762AU S59,....P762CG S59_P762CP S59_R402CA S59_R402CG S59_R402UA X560cn X560rx X560sf X560ut Unresolved L TSCALE 1 =1 �r- N- 0 O N r 0 0 U N .. N co a� v7� a ■ • -- 0 11/15/06 A J r e/..rfz S it ;54'. f r / } ti J / L ` x 3,, Z,z I .8 S f \ • ,• PR3 2 +0275 PR4 I +00 ' "DO' .1.08 L9 0 , ,,1 31 "COL MS r i c'i.:7 ,:% ` 3 7 f LEGEND: R No. Date By Chk. App. Revisions / I -- CLEAN OUT ISSUED FOR BID B / f 'REE EN,CE DWG \ 'y R402USti,. _ 2 12" SD 2 STORM DRAIN, SIZE AS NOTED --- --- — PERF /UNDER DRAIN PIPE ,J L. / WATER METER & SERVICE CONNECTION FIRE HYDRANT ASSEMBLY TEE CONNECTION WITH THRUST BLOCKING CATCH BASIN, TYPE CATCH BASIN, TYPE 2 V C/3/1. 00 Of8 � y 4 •S .. ✓ Drawn By. Checked By. i .wr s�•7� 5 C . 0 / PR3 0+98.57N R40 24 +95.58 - :... p 2. • Designed By M. BERRY R. BELL L. WIN D Approved By M. MORAVEC ; "9 10 i0 IE R. ' r ,, u '167T & .'ail -: r E Oa a ' i' .., r ., h . .i.. : S 2i ,( r" •, „of os ,.L r ?% 5 1 3 / CI t ( C.• :. 3/ R 9'srZ :fir' g• .5iz MN 71 r 1. RIM CO CS RT LT DIP r / EXPIRES 09/14/ ktb J 7 iv1/4 r1. 0 x - . , .., * _.. 7 . s:/ W D ▪ ;r^ INVERT ELEVATION RIM ELEVATION CLEANOUT DUCTILE IRON PIPE COMBINED SEWER RIGHT LEFT HEWITT ARCHITECTS • r' i D. HEW I TT UTILITY AND DRAINAGE ABBREVIATIONS: Date: 3 . (YOGA' ' i �.:._ F ],iZ /L i o88S ; ' X3 3 SEE DWG P7 62UCO2 L..: 1 1/15/06 E ••••=.4 • Approved: IF 1 � I f li f ]/ S; ` Y j 3,470 (WV , I � -33V O tiO3 1/4 . y - —b �x /\ ` � REFE,f�E w E oUTHCEN TER BLVD WG R4 uso3 \ \, • ti \ : w. i Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622 -5822 Fax (206) 622 -8130 „ ' 1 4 - t - - - - - - ; - = • ; - • j r , • C'7 5Ju R. KEMPKES C RFP 6v'3 f� 8 '.y 7.; ^/ 1 ' / -. , . , , > . . ' �s� ,. Date: • • :7- 9 .c9 C; 1 7- 7 ff' , : ” - : 3 7 • / 3 3: 1 1 1 • SOUNDTRANSIT Contract No.: :14 31 20 10 • rrt • ss N C I SCALE IN FEET 0 20 KW \ -1--- . ...,.... 6 -- . ' j ' A -------,---4-1/4, 40 s I54TH ST STATION NORTH SURFACE PARKING LOT it I NOTES: 2. SEE P762CA01 FOR AL I GNMENT LAYOUT. 4. ALL STAT 1 ONS AND OFFSETS ARE TO CENTER OF STRUCTURE. CONTRACTOR SHALL BE RESPONS I BLE TO COORD I NATE COVER AND FRAME PLACEMENT. CODE COMPLII-VCE .11114 1 3 MB BUILDING DIVISION PERMFGEER 350 0 XREF'S Resolved HA_2234H REG —MJM S59_P762UV Unresolved L TSCALE / =/ 0 No. 330 328 326 324 322 CB # 93-01 TYRE 2, 48 "0 RIM =1318 3 ....._... 320 -- I E (S)1= 314.60 IE (W)= 315.73 IE (N)[= 315.73 318 JIV 316 314 - 312 322 320 318 316 11/15/06 Date Revisions ISSUED FOR BID CB # 02 -01 TYP RIM = 320.36 �.. E .....(.W.).._.- 3..1.6.6 1 ... IE(E)E- 316.61 46 LF 12 SD B EXIST IN GROUND C .... # 021 l CB # Q2 -02 TYP- I R I M =1 320. 1 I E (N) 1= 317.11 IE (W)I= 317.11 1- E.....(.E)..f = INE • 48 F12 "SD 0.5% Drawn By. Checked By C i PROPO GROUN Designed By. M. BERRY R. BELL L. WIND Approved By. M. MORAVEC n ED LINE PRO GRO 5 OSED ND LINE 04' CB # R I P = 320.2 I E (S) = 317 35 EXPIRES 09 /I4/ 322 _...320- 3 316 • D CB # .Q2 -Q3.. TYPE 2- 48 "_.. RIM = 326.40 E (N) 323.40 I E (E) 323.40 I 56 IS 4"I 2.15% Submitted: HEWITT ARCHITECTS D. HEWITT Date: I �B # 02-04 TYPE ..R1 IEE (N) _ 423.96 IE(5)= 3123.96 63 LFI 12" SD IR 0.89% EX I ST.I..NG GROUND L I NE # 02 -03 TYPE 2-48" 11/15/06 Approve E C0 # 9 RIM = 328.00 I E = 324.62 12" SD Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101 -3665 (206) 622 -5822 Fax (206) 622 -8130 R. KEMPKES • 328 326 324......_....._ .._. Date: SOUNDTP.ANSIT 11/15/06 F CBI # 02 ---05 `TYPE I R I = 328.9$ I E (S) = 3251 98 330 Date: Contract No.: 328 326 324 322 320 318 316 314 312 Scale: H: I " =20'; V: I "_ Filename: S59_P762UV0 I.dwg 11/15/06 C 759 0 LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S I54TH ST STATION NORTH SURFACE PARKING LOT STORM DRAIN PROFILE CODE COMPLIANCE PR JUN 13 2008 BUILDING DIVISION REC'''YFD CM! -'FT4 A FEB 0 0 7001 PE'�'i�N`9YE� Ch k. Drawing No.: P762UV0 I Sheet No.: 351 O Rev.: XREF'S Resolved HA_2234H REG-MJA1 S59_P762UV Unresolved L TSCALE 1=1 0 LU 0 C■1 • la' C\I c 00 N (.0 CL i cr) "0 c\I 3 0 •• A • B I C • E • H 0 H /15/06 No. Date Revisions ISSUED FOR BID 0 (r) 0— ix F- 0 0 PROPOSED CB )1 03-01 GROUND L NE R I MI = 318.731 _LE = 0_ I E (W) = 315. 3 J E (IV) = 315.73 • • ,,, •^ ...... 24 LE 12 $0 Drawn By Checked By. Designed By: M. BERRY Approved By M. MORAVEC Submitted: CB # 03-04 TYPE I EXISTING GROUND LINE HEWITT ARCHITECTS D. HEWITT Approved: Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622-5822 Fax (206) 622-8130 R. KEMPKES Date: 312 SOUNDTRANSIT Date: Scale: H: 1"=20'; V: 1 Contract No.: L I N K LIGHT R A I L PROJECT SOUTH CORRIDOR S 154TH ST STATION NORTH SURFACE PARKING LOT STORM DRAIN PROFILE FEB Pr;,,'Eli1C;E:SifErk Drawing No.: Sheet No.: P762UVO2 XREF'S Resolved HA_2234H REG—MJM S59_P762UV Unresolved L TSCALE o c\I • 0 N 340 338 336 334 332 330 SEE WG R4021..S03 FOR B DETAIL 328 -- — --- 326 324 322-- 320 I 1/15/06 Date A • —J a. LU z LU 0 0 cj N r WALL #1 IE = 323 4" PERF PAPE B S I ---- --CB 04-01 TYPE- -2 RIM ---- 328.0 I E (N)= 324.0 IE (S)-- 324. 0 97 LF 12" DI SD © 0.5 t 4-- EX GR 72 c STING UND LIN LF 24" S CB # 04--02 TYP © 0.0% S Submitted: RIM =1329.14 IE: (S)=-4 324.00 IE (W) 324.00 1 CB # 04-04 TYPE - RIM 1= 336.27 1 E (W)= 331.5 IE (ND= 330.20 RIM 1332.73 IE (S)=1 329.63 IE (E)=1 329.63 2 HE ARCH D cii # 04-03 TYID I ITT TECTS D. HEW I TT 12 LF 12" SD © 4.79% Date: S E CONNECT TO E X I S T I N G 8" 340 338 336 334 332 330 328 326 324 322 320 Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622-5822 Fax (206) 622-8130 Approved: 11/15/06 R. KEMPKES S SOUNDTRANSIT Date: I 1/15/06 F Date: ...... ^ ....... ^ ....... • • ,•, • .... Scale: H: 1 V: I "= Contract No.: Filename: S59_P762UV03.dwg C 759 11/15/06 0 . •• .,,•, ..... • .. • ... • ----• •• ^•• .... ......... ..... •• • .... ••• • ... • . NORTH SURFACE PARKING LOT STORM DRAIN PROFILE LINK LIGHT R A I L PROJECT SOUTH CORRIDOR S 154TH ST STATION H I 1 OR ' E COMP 'k PRO 21) ttz „ OW Nil BUILDING WED r‘irry r.:7; g ■!\ FEB 0 7007 PER1Z EA =M111111M11111■IN■11 M=M•11111=1111M11 M•111111111111111 '"■ ISSUED FOR BID Revisions Designed By M. BERRY Drawn By R. BELL Checked By. L. WIND Approved By. M. MORAVEC CI 3 11 04, ci w tr tra 7,4003 %.7 4 bIsrr-tv-s • -1.76 2 - 0NAL . Drawing No.: P762UV03 Sheet No.: 353 Rev.: 0 XREF'S Resolved Unresolved LTSCALE 1=1 HA_2234H .555_N76_al S55_1476_CP S59_P762AU S59_P762CP S59_R402CA S59_R402CM X560rx X560sf 0 No. 'lee] v4i 7 7v es; EIMEM I1111.11111.111111111 EHMEINIIIIIME ; IN .,,a =a ==■ 66 .==, 2 , f 2=, .=.4 al --- ••`": ; 1..ZY.2 477 14 II/15/06 Date A 77 Ze„; MOO • - By Chk. App. Revisions 72 7 < 9 ISSUED FOR BID .3,2 C.'00,-. .9 e.,"1 • • 4 I • 2 B 6 r . .. .... .. . .... of-,2.2afrr, —sq.': :9 II- C C • 0+ -6zeid. • CC Drawn By. Checked By: Designed By: M. BERRY R. BELL L. WIND Approved By: M. MORAVEC •••■■,=.40.66 3•V..41/i - Lg n4.2. _-___.... 0 ATER vp W2N1 ,72 mwMis. EXPIRES 09/1 4/ 0 ••••■=r1fm M•IN=N■• Submitted: — -J f 1 0 0 r XX.216' ... • .... .................. , a1 6.1 / : FFf J r HEWITT ARCHITECTS D. HEWITT I ,..,• '3. ig 42 I Fl „ Date: . • ... .. .. ''' 11/15/06 ,9,47 rjig.n • 1. f I /1 / I , d 1IIP Hi i fl - 4„...._ j . Mr — '. k A tU f A •.:, Ill - '' Approved: 1 ■ Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622---5822 Fax (206) 622-81.30 SF I R. KEMPKES ... ,/2• 3 ?V $ 7 CIALI SOUNDTRANSIT Date: 2 1.F2 70?%UXF6'.6i 11/15/06 ::/// ,4/ I / I Date: / 7,2m2. I Scale: Contract No.: 1 • IN Filenam: S59_P762CM0 Ldwg a '2 Ii 1 iF I C759 11/15/06 40 20 40 111111Mt: - 1111111■1111111 SCALE IN FEET 80 L I N K LIGHT R A I L PROJECT SOUTH CORRIDOR S 154TH ST STATION NORTH SURFACE PARKING LOT PARKING PLAN CODE COMPLIAACE Jut" 1 3 1 1.0 orruko %WING Sheet No.: FEEC7, rTivrET=. FEB 06 7007 FDLL1 L;eii ER iffillIMIE11021N1=ISMONASEIZZ° Drawing No.: P762CM0 I 354 Rev.: 0 XREF'S Resolved HA_22.34H REG —MJM S59_P782CP X560rx X560sf Unresolved L TSCALE I =l N- 0 N) L!1 a , 0 - 0 -' ni 0 a 0 N — N 0 a) I cn O N • 0 No. I1 /15/06 Date PR5 1+37 PR3 3 +76.77 PR +00 3d! r�r t AP PR3 3 +36 By Chk. App. Revisions I6 (T 0 0 0 ISSUED FOR BID 1 Designed By. M. BERRY Drawn By: Checked By R. BELL L. WIND Approved By. M. MORAVEC P762CM04 1 EXPIRES 09/1 4/ 0 (TYP) `, / • j fjw• Submitted: HEWITT ARCHITECTS SEE DWG P762CM03 D. HEWITT Date: CONSTRUCTION LIMITS C.1.1/ 1V(.71 1 1/15/06 C Approved: AP PR5 3 +59.64 R5 3 +50.00 PR4 4 +27.49 Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101 -3665 (206) 622 -5822 Fax (206) 622 -8130 R. KEMPKES (TYP) P76` CX0 2 SOUNDTRANSIT Date: mom.. . wz 11/ Scale: Date: PR5 ) I " =20 Filename: S59_P762CMO2.dwg Contract No.: C 759 11/15/06 ' Y 'c, ' CONSTRUCTION LIMITS N0 NEW SIGN ON SUPPORT LEGEND: O STRIPING DETAIL (SEE DRAWING P762CM04 FOR SIGN INSTALLATION NOTE (SEE DRAW I NG P762CM05 FOR 20 DETAILS) DETAILS) SEE DRAWINGS P762AUO2 AND P762AUO3 FOR ARCHITECTURAL SIGN INSTALLATIONS. LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S I54TH ST STATION NORTH SURFACE PARKING LOT PAVEMENT MARKING AND SIGNING PLAN (NORTH) 40 111111111111 ' SCALE IN FEET VIE Ed—FOR CODE COMPLIANCE PPROVE JUN 13 2008 Cep ®� Ta�4�il� BUILDING DIVISION 2. ALL PARK I NG SPACES DES I GNATED "C" SHALL HAVE "COMPACT" PAINTED I N THE STALL. SEE DRAWING P762CM04. EKE �,r Cm!OF . FEB 06 7007 Drawing No.: P762CM 02 Sheet No.: 355 0 Rev.: XREF'S Resolved HA 2234H REG —MJM S55.,.,■76_,CM S55 N76_CP S59_P762AU S59_P762CP S59 R402CA X560rx X560sf 6 Unresolved S59_R402CM LTSCALE 1 =1 2 3 te 4 5 0 1: 6 N 0_d- LO o A Ut B C D E e F • G H 0 No. 9Z Oi AP PR3 1+74.34 11/15/06 Date 3II ZZ, L 10995 PR4 1+00 By Chk. App. 0 n 00 +5Z mi 1 111 PR3 0 +98.57 R40 24 +95.58 Revisions Drawn By Checked By I (TYP) t Designed By M. BERRY R. BELL ISSUED FOR BID L. WIN D Approved By. M. MORAVEC 1.. • .._ . .... .. ..W 00 +-fZ 0i7 ( EXPIRES 09/14/ 02 )f 7:7A SQUTHCEN TER BLVD PR3 2 +02.75 AP PR4 2 +94.4 (TYP) P762CM04 SEE DWG P762CM 02 Submitted: ITT ARCHITECTS " "'may _. ......._.� .................... 0 4 � 3,IZZ,L I o22S D. HEW I TT J Date: 11/15/06 Approved: r Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101 3665 (206) 622 -5822 Fax (206) 622 -8130 CONSTRUCTION LIMITS P762CX02 'ril 2 ....._ &v'». 20 10 R. KEMPKES rr- ( Date: 0o +zZ 0 ;:1;`;d w.,/ 0 20 40 SCALE I N FEET SOuNDTRanisrr 11/15/06 Scale: I " =20' Filename: S59_P762CM03.dwg Contract No.: Date: C 759 11/15/06 LEGEND: STRIPING DETAIL NEW SIGN ON SUPPORT NOTES: (SEE DRAW I NG P762CM04 FOR SIGN INSTALLATION NOTE (SEE DRAW I NG P762CM05 FOR CODE COMPLIANCE VED JUN 3 233 DETAILS) DETAILS) I. SEE DRAWINGS P762AUOI AND P762AUO2 FOR ARCHITECTURAL SIGN INSTALLATIONS. LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S I54TH ST STATI NORTH SURFACE PARKING LOT PAVEMENT MARKING AND SIGNING PLAN (SOUTH) Cif ®f Tukwila BUILDING DIVISION 2. ALL PARK I NG SPACES DES I GNATED "C" SHALL HAVE "COMPACT" I N STALL. SEE DRAWING P762CM04. CITY E E FEB 057007 P __- ei Drawing No.: P762CM03 Sheet No.: 356 Rev.: 0 XREF'S Resolved HA_2234H REG —MJM Unresolved L TSCALE 1 =/ 0 w m ° - ate 0 o C N .. co N M cn 11) � 0 _— A 0 B l'I 0 C 0 11/15/06 DASHED 4" YELLOW STR I PE L -5: LANE LINE Chk. App. Revisions ARROW PAVEMENT MARKINGS ISSUED FOR BID I� I' -3" I ` -3" 10" ARROWS SHALL BE CENTERED I N LANE. PAVEMENT MARKING MATERIAL SHALL BE WHITE THERMOPLASTIC I F PAVEMENT TEMPERATURES I S >50 I F <50 ° F, ACRYLIC SHALL BE USED. Designed By M. BERRY Drawn By: Checked By SOLID 6 " RED STRIPE iozozo iiioziii&if fiiir�ifiW9') %6i f e.ffri 2 1I11111I11111111111IliiiIIII IIIIII111111111111111111111111t' IIIIIIIIIIIIIIIIII':p 6" RED STRIPE (PAINT) AT TOC AND FOC 24" WHITE STRIPE (THERMOPLASTIC) SOLID 24" WHITE STR I PE IEXPIRES Q9 /I4 /pt, 10WV- O9fffffffWWW:ffff .:4WX //IIiWM..,WW W.,, 4" YELLOW STRIPE (PAINT) SOLID 4 YELLOW STRIPE r 48 COMPACT COMPACT STALL MARKING 'COMPACT' SHALL BE CENTERED I N STALL. SEE DRAWING P762CM01 AND DETAIL G ON SHEET P762CM04. r 9599 /1 %%2:4#, f/lfflf!Ww% %509 %0 f/ffffWfff /f74!7kovAr SOLID 4 " WHITE STRIPE JUN 13 2008 FEB 0 3 7007 Submitted: D HEWITT ARCHITECTS D. HEW I TT Date: Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622 -5822 Fax (206) 622 -8130 1 1/15/06 Approved: E R. KEMPKES 0 SouNDTRAusrr Date: 11/15/06 F Scale: Contract No.: Date: NTS Filename: S59_P762CM04.dwg C 759 I1/ G LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S I54TH ST STATION NORTH SURFACE PARKING LOT PAVEMENT MARKING DETAILS H Drawing No.: P762CM04 Sheet No.: 357 Rev.: 0 XREF'S Resolved HA _2234H Unresolved L TSCALE I l RI —I 30" x 30" SIGN INSTALLATION SCHEDULE I 1/15/06 Date By A Ch k. TRAFFIC SIGNS App. R5 —I 30" x 30" ® B ISSUED FOR BID Revisions ONE WAY R6 -2 12" x 18" NOTES: I. THE NUMBER BELOW EACH SIGN IS THE MUTCD SIGN NUMBER. 2. SIGN POSTS SHALL BE INSTALLED PER THE LOCAL AGENCY'S STANDARD PLANS AND SPECIFICATIONS. 3. MOUNTING HARDWARE AND SIGN POSTS SHALL BE APPROVED BY RESIDENT ENGINEER PRIOR TO INSTALLATION. 4. ALL CEDAR POSTS WITH MOUNTED STOP SIGNS OR YIELD SIGNS SHALL HAVE RED /WHITE STRIPES PER CITY OF TUKW I LA STANDARD PLAN RS-14. NO PARKING ANY TIME R7 -4 12" x 18" Drawn By r ONLY Checked By R3 -5 30" x 36' C SIGN NO. 2 3 4 5 6 7 8 10 II I2 I3 I4 I5 I LLUSTR. NO. 4 3 4 2 2 4 4 4 4 4 4 4 5 CODE NUMBER R7 -4 R6 -2 R7 -4 R5-1 R5-1 RI — I R7-4 R7 -4 R7-4 R7 -4 R7-4 RI — I R7-4 R7 -4 R3-5 LOCATION STATION PR3 2 +98 PR5 1+56 PR5 1+61 PR5 I +67 PR5 I +97 PR5 I +97 PR4 3 +93 PR5 4 +05 PR5 4 +55 PR5 4 +05 PR5 4 +55 PR5 5+13 PR3 2 +31 PR4 3 +26 PR5 5+13 OFFSET 26' LT 21' RT 28' RT 21' RT 19' RT 19' RT 15' RT 14' LT 14' LT 14' RT 14' RT 14' RT 28' LT 16' RT 14' RT S IGN S IZE 12" x 18" 12" x 18" 12" x 18" 30" x 30" 30" x 30" 30" x 30" 12" x IS" 12" x 18" _ 12" x 18" 12" x 18" 12" x 18" 30" x 30" 12" x 18" 12" x 18" 30" x 36" LETTER SIZE OR CODE STD STD STD STD STD STD STD STD STD STD STD STD STD STD STD POST MATERIAL WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD POST SIZE 4 X 4 4 X 4 4 X 4 4 X 4 4 X 4 4 X 4 4 X 4 4 X 4 4 X 4 4 X 4 4 X 4 4 X 4 4 X 4 CLEARANCE 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' POST LENGTH HI I 2' 12' 12' 12' 12' 12' 12' 12' 12' 12' 12' 12' 12' REMARKS INSTALL ON SAME POST AS SIGN NO. 5 INSTALL ON SAME POST AS SIGN NO. 12 Designed By M. BERRY R. BELL L. WIND Approved By M. MORAVEC EXPIRES 09/I4 /fib' Submitted: E I TT ARCHITECTS D D. HEW I TT Date: Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101 -3665 (206) 622 -5822 Fax (206) 622 -8130 11/15/06 Approved: R. KEMPKES SouNDTiuuvsrr Date: 11/15/06 Scale: Filename: S59_P762CM05.dwg Contract No.: Date: NTS C 759 11/15/06 LINK L I (NAT RAIL PROJECT SOUTH CORRIDOR S I54TH ST STATION NORTH SURFACE PARKING LOT SIGNING DETAILS EWED Oa CODE COMPLIANCE APPROVE JUN 1 City Of Tucia BODING _ Dr siom RECrIAIF Criv: OF 'II FEB 0 B 7007 ��6 :utlS ER Drawing Drawing No.: P762CM 05 Sheet No.: Rev.: 358 0 SPECIAL INSPECTION SCHEDULE ESTABL I SHED PER 2003 I DC SECTION 109 & CHAPTER 17 ITEM CONTINUOUS INSPECTION PERIODIC INSPECTION COMMENTS SOILS GRADING, EXCAVATION & FILL BY RESIDENT ENGINEER FINAL FOUNDATION PREPARATION BY RESIDENT ENGINEER CONCRETE REINFORCING PLACEMENT X REINFORCING COUPLING X PREPARATION OF TEST SPECIMENS X CONCRETE PLACEMENT X CURING X XREF`S Resolved HA_2234H REG —MJM Unresolved LTSCALE l =l A B GENERAL NOTES SUBMITTALS: SHOP DRAWINGS SHALL BE SUBMITTED TO THE RESIDENT ENGINEER PRIOR TO ANY FABRICATION OR CONSTRUCTION FOR ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: CONCRETE REINFORCEMENT, EMBEDDED STEEL ITEMS IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF THE WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER WHO I S RESPONSIBLE FOR THE DESIGN. DESIGN DRAWINGS AND CALCULATIONS, OR SHOP DRAWINGS FOR THE DESIGN AND FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS, SHALL BEAR THE SEAL AND SIGNATURE OF THE WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN, AND SHALL BE SUBMITTED TO THE RESIDENT ENGINEER AND THE BUILDING OFF I CAL FOR REVIEW PRIOR TO FABRICATION. SUBMITTED CALCULATIONS ARE FOR INFORMATION ONLY AND WILL NOT BE STAMPED OR RETURNED. INSPECTION: SPECIAL INSPECTION, PER IBC CHAPTER 17 AND 1703 SHALL BE PERFORMED BY AN APPROVED TESTING AGENCY AS OUTLINED IN THE SPECIAL INSPECTION SCHEDULE. ALL PREPARED SOIL — BEARING SURFACES SHALL BE INSPECTED BY THE RESIDENT ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. SOILS COMPACTION SHALL BE SUPERVISED BY AN APPROVED TESTING AGENCY OR RESIDENT ENGINEER. SPECIAL CONDITIONS: CONTRACTOR SHALL VERIFY ALL LEVELS, DIMENSIONS, AND EXISTING CONDITIONS I N THE FIELD BEFORE PROCEEDING. CONTRACTOR SHALL NOTIFY THE RESIDENT ENGINEER OF ANY DISCREPANCIES OR FIELD CHANGES PRIOR TO INSTALLATION OR FABRICATION. IN CASE OF DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE DRAWINGS, THE CONTRACTOR SHALL OBTAIN DIRECTION FROM THE RESIDENT ENGINEER BEFORE PROCEEDING. DIMENSIONS NOTED AS PLUS OR MINUS ( *! -) INDICATE UNVERIFIED DIMENSIONS AND ARE APPROXIMATE. NOTIFY RESIDENT ENGINEER IMMEDIATELY OF CONFLICTS OR VARIATIONS FROM INDICATED DIMENSIONS. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS —DO NOT SCALE DRAWINGS. DIMENSIONS OF EXISTING CONDITIONS MAY BE BASED ON RECORD DRAWINGS AND ARE TO BE FIELD—VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING DEMOLITION. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS, EXISTING CONSTRUCTION AND SOIL EXCAVATIONS, AS REQUIRED, AND IN A MANNER SUITABLE TO THE WORK SEQUENCE. TEMPORARY SHORING AND BRACING SHALL NOT BE REMOVED UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED I N ACCORDANCE WITH THE DRAWINGS AND MATERIALS HAVE ACHIEVED DESIGN STRENGTH. NO REINFORCING BARS IN EXISTING CONSTRUCTION SHALL BE CUT UNLESS DIRECTED TO BY THE RESIDENT ENGINEER OR AS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. SOILS: SEE THE GEOTECHN I CAL REPORT BY PACR I M GEOTECHN I CAL, DATED APRIL 6, 2005, FOR MORE COMPLETE INFORMATION. EARTHWORK MATERIAL, BACKF I LL AND COMPACTION SHALL BE I N ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHN I CAL REPORT. BACKF I LL BEHIND WALLS SHALL NOT BE PLACED BEFORE THE WALL IS PROPERLY SUPPORTED BY THE FLOOR SLAB OR TEMPORARY BRACING. ALL TOPSOIL ORGANICS AND LOOSE SURFACE S O I L SHALL BE REMOVED FROM BENEATH FILL SUPPORTING CONCRETE SLABS OR PAVING. CONCRETE CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF CHAPTER 19 OF THE INTERNATIONAL BUILDING CODE. CONCRETE MIXES: CONCRETE STRENGTH SHALL BE VERIFIED BY STANDARD 28 —DAY CYLINDER TESTS, UNLESS APPROVED OTHERW I SE. CONCRETE M I XES SHALL CONFORM TO THE FOLLOW I NG REQU I REMENTS: CONCRETE STRENGTH AT 28 DAYS: FOUNDATIONS, CONCRETE WALLS 3,000 psi WATER — REDUCING ADMIXTURES MAY BE INCORPORATED I N CONCRETE MIX DESIGNS, BUT SHALL CONFORM TO ASTM C 494, AND BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. CACL OR OTHER WATER — SOLUBLE CHLORIDE ADMIXTURES SHALL NOT BE USED. WATER /CEMENT RATIO SHALL BE MEASURED BY WEIGHT AND SHALL BE BASED ON THE TOTAL CEMENTITIOUS MATERIAL. WATER /CEMENT RATIO SHALL BE DETERMINED BY THE SUPPLIER BASED ON STRENGTH REQUIREMENTS AND SHALL NOT EXCEED THE MAXIMUM WATER /CEMENT RATIO IF SHOWN ABOVE. F I ELD-- MEASURED SLUMP SHALL CONFORM TO THE SUBMITTED CONCRETE MIX DESIGN. TOLERANCE OF SLUMP SHALL CONFORM TO ASTM C 94. N C) N) w cn N O 0 0 U) N .. N CL t �I,j Ul c o /a ON 0 11/15/06 No. Date A AN AIR—ENTRAINING AGENT CONFORMING TO ASTM C 260 SHALL BE USED I N ALL CONCRETE MIXES FOR FLATWORK WHICH IS EXPOSED TO WEATHER. THE AMOUNT OF ENTRAINED AIR SHALL BE 5 PERCENT± 11/2 PERCENT BY VOLUME. THE AMOUNT OF ENTRAINED AIR SHALL BE MEASURED I N THE FIELD AT THE DISCHARGE END OF THE PLACING HOSE. Ch k. ISSUED FOR BID Revisions Designed By Drawn By: Checked By. M. REEVE A. EWING Approved By. C. OLSON C THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR APPROVAL 2 WEEKS PRIOR TO PLACING ANY CONCRETE. THE M I X DESIGN SHALL BE I N CONFORMANCE WITH IBC 1905. THE SUBMITTAL SHALL INDICATE WHERE EACH CONCRETE MIX IS TO BE USED ON THE PROJECT, AS WELL AS THE MAXIMUM AGGREGATE SIZE OF EACH MIX. MAXIMUM AGGREGATE SIZE SHALL CONFORM TO THE SPECIFICATIONS. CURING: I F THE AIR TEMPERATURE WILL EXCEED 75 DEGREES F WITHIN 48 HOURS OF PLACING CONCRETE, A MOIST CURE SHALL BE APPLIED TO THE CONCRETE FOR A PERIOD OF 36 HOURS AFTER FINISHING CONCRETE SURFACES. REFER TO THE PROJECT SPECIFICATIONS FOR CURING REQUIREMENTS. REINFORCING STEEL DEFORMED BARS ASTM A 6I5, GRADE 60 REINFORCING SHALL BE SUPPORTED AS SPECIFIED BY THE PROJECT SPECIFICATIONS AND THE CRSI MANUAL OF STANDARD PRACTICE, MSP— I. REINFORCING STEEL SHALL BE DETAILED I N ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES," ACI 315. LAP ALL REINFORCING BARS AS NOTED ON THE DRAWINGS. WHERE SPLICE LENGTH I S NOT SHOWN, USE TYPE LB (LBT FOR TOP BARS) SPLICE PER DEVELOPMENT AND SPLICE LENGTH SCHEDULE. REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS, UNLESS NOTED OTHERWISE: WALL BARS: INTERIOR FACES 3/4" EXPOSED TO EARTH OR WEATHER I 1/2" ( #5 AND SMALLER) FOOTING, BOTTOM BARS TOP BARS SIDE BARS Submitted: HEWITT ARCHITECTS D STRUCTURAL NOTES D. HEWITT Date: I1/15/06 2" ( #6 AND LARGER) 3" CAST AGAINST EARTH) I 1/2" 2" Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101 -3665 (206) 622 -5822 Fax (206) 622 -8130 Approved: E • R. KEMPKES SouwDTRAusIr Date: 11/15/06 Scale: ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2003 EDITION, AS AMENDED BY THE CITY OF TUKW I LA. SOIL LOADS ALLOWABLE SOIL—BEARING PRESSURE 2000 psf DL + LL RETAINING WALLS INSPECTION SCHEDULE NOTES: 2. CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON THE SITE AT ALL TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION (IBC 1702). PERIODIC SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT ALL WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE. 3. INSPECTION REQUIREMENTS FOR SYSTEMS DESIGNED BY OTHERS SHALL BE DEFINED BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR THEIR DESIGN. Filename: S59_.P762SZ0 I .dwg Contract No.: Date: THE ITEMS CHECKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17 BY A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, REFER TO CONTRACT SPECIFICATIONS, THE STRUCTURAL NOTES AND THE NOTES BELOW. THE CONTRACTOR SHALL ENSURE THAT THE TESTING AGENCY SENDS COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE RESIDENT ENGINEER, CONTRACTOR AND BUILDING OFFICIAL. ALL MATERIALS WHICH FAIL TO MEET THE CONTRACT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE RESIDENT ENGINEER. SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL CONTRACTOR DESIGNED COMPONENTS. NTS C759 I1/15/06 DESIGN LOADS 40 pcf (EQUIVALENT FLUID PRESSURE) UNRESTRAINED 2' SURCHARGE TRAFFIC LOADING REID MIDDLE T ON, INC. LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S I54TH ST STATION NORTH SURFACE PARKING LOT STRUCTURAL NOTES rite\ ilaVEOOR DE CoMPLLOCla APP CVO) JUN 1 3 28118 - L. I - 1,1 II) J J mcw1 8UIIQ CD S p:aR Ci tlG Drawing No.: P762SZ0 I Sheet No.: ' J II.- FEB 05 7007 359 0 Rev.: XREF'S Resolved HA_2234H Unresolved L TSCALE / =l ACI ADD'L ADJ AGG AFF ALT ANCH ® ARCH ASTM S AWS B BLDG BOT BOW BRG BSMT BTWN 2 CAP Cc CIP CJ CL CLG CLR CONC CONN CONTT CANT CONTR COORD CTR CY DBL DET DIA DIAG DO DN 3 DWG EA EF EL ELEV EQ ETC EW EX EXP EXT S FDN FIN FLR FS FT FTG GEN GOVT GR HK HORIZ HP HT BC CC E F N NFO NT 4 5 n 0 w Cn CL 1 '0 co o o 0 0 11/15/06 No. Date By Chk. App. Revisions STRUCTURAL DRAWING ABBREVIATIONS AMERICAN CONCRETE INSTITUTE ADDITIONAL ADJUSTABLE AGGREGATE ABOVE FINISH FLOOR ALTERNATES ANCHOR ARCHITECTURAL AMERICAN STANDARDS OF TESTING MATERIALS AMERICAN WELDING SOCIETY BOTTOM OF BUILDING BOTTOM BOTTOM OF WALL BEARING BASEMENT BETWEEN CAPACITY CENTER TO CENTER CAST IN PLACE CONSTRUCTION OR CONTROL JOINT CENTERLINE CEILING CLEAR CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CONTRACTOR COORDINATE CENTER CUBIC YARD DOUBLE DETAIL DIAMETER DIAGONAL DITTO DOWN DRAWING EACH EACH FACE ELEVATION ELEVATOR EQUAL ET CETERA EACH WAY EXISTING EXPANSION EXTERIOR FOUNDATION FINISH FLOOR FAR SIDE FEET FOOTING GENERAL GOVERNMENT GRADE HOOK HORIZONTAL HIGH POINT HEIGHT NTERNATIONAL BUILDING CODE NTERNATIONAL CODE COMMITEE NSIDE DIAMETER NVERT ELEVATION NSIDE FACE NCH NFORM ATION NTERIOR ISSUED FOR BID JST JT K KSF KSI LF LP MAX MIN M I S C MOM NIC NOM NO NS NTS OC OD OF OPNG OPP PC PCF PDP PL PNL PSI PSF PT R REF REINF REM REQ'D RO RND RTN SCHED SECT SHT SIM SOG SP SPEC SQ JOIST JOINT KIP (1,000 LBS.) KIPS PER SQ. FT. KIPS PER SQ. INCH LINEAL FOOT LOW POINT MAXIMUM MINIMUM MISCELLANEOUS MOMENT NOT IN CONTRACT NOMINAL NUMBER NEAR SIDE, NONSHR I NK NOT TO SCALE ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OPENING OPPOSITE PIECE POUNDS PER CUBIC FOOT PLAN DIMENSION POINT PROPERTY LINE PANEL POUNDS PER SQ. IN. POUNDS PER SQ. FT. POINT RADIUS REFERENCE REINFORCING REMA I N(DER) REQUIRED ROUGH OPENING ROUND RETURN SCHEDULE SECTION SHEET SIMILAR SLAB —ON —GRADE SPACE SPECIFICATION SQUARE STD STANDARD STRUCT STRUCTURAL SUPP SUPPORT SYM T T/ T &B THK THRU TOW TRANS TYP UNO VERT W/ WABO WL W/O WP SYMMETRICAL TOP TOP OF TOP AND BOTTOM THICK(NESS) THROUGH TOP OF WALL TRANSVERSE TYPICAL UNLESS NOTED OTHERWISE VERTICAL W ITH WASHINGTON ASSOCIATION OF BUILDING OFFICIALS WATER LINE W ITHOUT WORK POINT Approved By. C. OLSON (EXPIRES 0I /3I/ STRUCTURAL DRAW I NG SYMBOLS !I! L OR /,<c‘ P762SW05 P76� I 99' -0" -WP SWP 100' -0" Designed By Drawn By: M. REEVE A. EW I NG Filename: S59_P762SZ02.dwg Submitted: WORKPOINT SLOPE HEWITT ARCHITECTS STRUCTURAL NOTES GRID BUBBLE SURFACE -- SLOPE UP SURFACE — STEPPED SURFACE — SLOPE DOWN SURFACE — SLOPE TWO WAYS UNDISTURBED SOIL, COMPACTED SOIL, BACKF I LL. OR ANY PREPARED SUBGRADE. SEE SPECIFICATIONS FOR TYPE OF MATERIAL AND PREPARATION METHOD. NORTH ARROW STANDARD SECTION CUTS ELEVATION OF WALL OR FRAME SPOT ELEVATION (TOP OF PLYWOOD, TOP OF CONCRETE, TOP OF STEEL) TOP OF CONCRETE ELEVATION D. HEWITT Date: Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101 -3665 (206) 622 -5822 Fax (206) 622 -8130 11/15/06 Approved: R. KEMPKES SOUNDTRANSIT Date: • 11/15/06 Scale: Contract No.: Date: NTS C759 I1/15/06 T FE3 REID MIDDLE T OiN, INC. LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S I54TH ST STATION NORTH SURFACE PARKING LOT STRUCTURAL ABBREVIATIONS AND SYMBOLS CODE COMPLIANCE VED 3UN 13 MB City Of TukN la BUILDING Off@ - Drawing No.: Sheet No.: 360 FEB 05 7007 P762SZ02 Rev.: 0 WALL INDEX WALL # DESCRIPTION DRAWING # I SEGMENTAL BLOCK WALL SEE NOTE 4 2 CURB WALL P762SX02 3 CIP WALL P762SX0 I 4 CIP WALL P762SX02 XREFS Resolved HA 2234H REGCDO 559P7s2CP 559.,.P762sW S5&Jt4Q2CA X560rx Unresolved L.TSCALE =v PR + 2.7 AP PR3 3 +76.77 PR4 2 +73.53 AP PR4 2 +94.4 AP PR3 1+74.34 PR3 3 +36.88 PR5 1+37.96 PR5 01 24 08 No. Date By Chk. 1 +00 App. Revisions 1 1 1 t ramm 1 1 1 ISSUED FOR CONSTRUCTION PR5 2+00 I-. WALL #2 Designed By. M. REEVE Drawn B y: T. ANDERSON Checked By. A. EW I NG Approved By. C. OLSON PR4 2 +00 D I P I R E S 01/31/ 36.15 RT PR5 3 +00 WALL #4 Submitted: SOUTHCENTER BLVD CONSTRUCTION LIMITS HEWITT ARCHITECTS 0 D. HEWITT 0 0 mt 0. a4) WALL #1 0 PR4 3 +64.1 I 31.51' LT 1 PR5 3 +81.90 Date: 0 coo 01/24/08 2.42' rum 34.51 ' LT PR5 3 +50.00 PR4 4+27.49 Approved: PR4 3 +63.36 AP PR5 3 +59.64, PR5 44 Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101 -3665 (206) 622-5822 Fax (206) 622-8130 PR5 4+22.23 WALL #3 SouNoTwisrr Date: R. KEMPKES I 01/24/08 CONSTRUCT LIMITS P \ 5 +oo \ Scale: Date: • • • 1 • • • • • • 20 10 0 20 40 SCALE I N FEET =20' Filename: S59_P762SWO I .dwg Contract No.: C 759 11/15/06 • • NOTES: I . SEE ARCHITECTURAL DRAW P762AU5 I FOR ALL RAILING AND FENCING DETAILS. 2. SEE UT I L I TY DRAWINGS P762UCO2 AND P762UCO3 FOR FOOTING DRA AND OUTLET CONNECTIONS. 3. SEE CIVIL DRAWING P762CA0 I FOR SITE LAYOUT. 4. SEE CIVIL GRADING PLANS P762CG02 AND P762CG03 FOR WALL #1 ELEVAT I ONS. SEE ARCH I TECTURAL PLAN P762AU54 FOR WALL #1 LAYOUT AND ALIGNMENT. 5. SEE CIVIL DRAWINGS P762SX0 I AND P762SX02 FOR WALL 2, 3, AND 4 LAYOUTS. LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S 154TH ST STATION NORTH SURFACE PARK I NG LOT RETA I N I NG WALL LAYOUT PLAN C COMPLIANCE PP Iv SUN 1 3 2008 BUILDING DIVISION RECEI ED CITY OF TUKWILA MAR 13 2008 PERMIT CENTER Drawing No.: Sheet No.: 361 P762SW0 I 0 Rev.: Size Ld Ldt Lb Lbt Ldh # 22 28 28 37 II # 27 36 36 46 14 #6 3 43(64) 43(64) 56 (83) 16 #7 48(72) 62(93) 62(93) 8 I (I 2 I) 19 #8 55(82) . 7 I (I 07) 71(I 07) 93 (I 39) 22 #9 62(93) 80 (I 20) 80(I 20) 104 ( 157) 25 #I0 70(104) 90 (I 36) 90(I 36) ^ 118 (I 76) 28 # I 1 77(1 16) 100 (151) 100(151) 131 (196) 31 XREF's Resolved HA_2234H REG -CDO Unresolved LTSCALE • 1 = 2 a Q W Im N 'v C N .. N O al 7 cn a3 o 30 3 UP TO 2 No. Date By Chk. App. Revisions • STD HOOK INTERSECTION BAR 0" @ 811 W /I80 HOOKS 180 HOOK 21_011 TO 4 '_ 11 CORNER BAR . TYP WALL STEEL HOOK BAR W/ 18o HOOKS PLAN Lbt #3 @ 8" VIEW TYP I CAL CONCRETE WALL DETA I LS SCALE: I " = I " ISSUED FOR CONSTRUCTION STD HOOTS UP TO x 2'--0" TO 4 ° -0" 21_0" t 1 E • . TYP WALL STEEL HOOK BAR W/ 180 HOOKS END BAR LI1 0I/24/08 Designed By M. REEVE Drawn By. T. ANDERSON Checked By. A. EW I NG Approved By. C. OLSON NOTES I . USE THE LENGTHS IN THIS SCHEDULE, UNLESS NOTED OTHERWISE. 2. USE LENGTH I N ( ) WHEN BAR COVER I S db OR LESS OR BAR CLEAR SPACING I S 2db OR LESS. 3. A TOP BAR I S A HOR I ZONTAL BAR W I TH MORE THAN 12" OF FRESH CONCRETE CAST BELOW 1 T. wits 01 I 0 • D • Submitted: f'c= 3,000 psi fy = 60,000 psi DEVELOPMENT AND SPLICE LENGTH SCHEDULE SCALE: NTS HEWITT ARCHITECTS D. HEW I TT Date: Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101 -3665 (206) 622 -5822 Fax (206) 622-8130 0I/24/08 Approved: • Date: R. KEMPKES SOUNDTRANSIT 0I/24/08 F NO PIPES SHALL PASS THRU FTG OPTIONAL CONSTR J i4:114TAIAIPM7 FOOT I NG 1 METAL SLEEVE DIA = PIPE DIA + 2" Scale: Date: Filename: S59.Y762SDO I .dwg Contract No.: AS SHOWN C 759 11/15/06 • 4 (WHICHEVER IS GREATER) CLR MIN BETWEEN ADJACENT PIPE SLEEVES MIN ELEVAT I ON 3D OR 6"1 G WALL • I I 2 PROVIDE COLLAR AROUND PIPE TO KEEP DIRT OUT OF SLEEVE SECTION NOTES: I. STEP FOOTING PER I/P762SD03 AS REQUIRED TO SATISFY THESE CONDITONS. 2. CONTRACTOR SHALL COORDINATE EXACT DEPTH AND LOCATION OF PIPE. 3. "D" SHALL NOT EXCEED 8 ". TYP I CAL DETAIL OF PIPE 0 FOOTINGS SCALE: 1" = 1" LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S 154TH ST STATION NORTH SURFACE PARKING LOT RETA I N I NG WALL DETA I LS EXCAVATION NO EXCAVATION FOR PIPE TRENCH PARALLEL TO FOOTING ALLOWED BELOW THIS LINE CITY OF TUKWIL.A MAR 13 2008 PERMIT CENTER C COOS COMPLIANCE SUN 3 2TOa Vold Drawing No.: P762SDO I Sheet No.: 362 0 Rev.: XREF'S Resolved !22,4r RECD -c©o Unresolved LTSCALE I =1 A No Date By Chk. App. Revisions • B • Approved By. C. OLSON C • Submitted: D D. HEW I TT Date: • E Approved: 0 1 124/08 R. KEMPKES • Date: 0I/24/08 F Date: 11/15/06 • G • H 01 24 08 ISSUED FOR CONSTRUCTION Designed By M. REEVE Drawn By T. ANDERSON Checked By. A. EWING ARCHITECTS " Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101 -3665 (206) 622 -5822 Fax (206) 622 -8130 Scale: AS SHOWN Filename: S59J 762SD02.dwg Contract No.: Drawing No.: P762SDO2 Sheet No.: 363 Rev.: 0 SEE ARCH DRAW I NG P762AU53 FOR DETA I LS OF CHAMFER AND REVEAL CP TOP OF WALL - OFFSET PO I NT OF WALL oc J C) #5 AT I8 "0C SECTION SCALE: 1" = I' -0" OFFSET PO 1 NT OF WALL SEE ARCH DRAWING P762AU53 FOR DETA I LS OF CHAMFER AND REVEAL 0 TOP OF WALL #5 ' AT 12 "OC SECT I ON SCALE: I " = I ' -0" #5 AT 18 "OC TYP I #5 FOLLOW TO TOP OF WALL SLOPE #5 AT 18 "OC #5 AT 12 "OC #5 AT 18 "OC 2 #5 FOLLOW TO TOP OF WALL SLOPE OFFSET POINT ON WALL SEE ARCH DRAWING P762AU53 FOR DETA I LS OF CHAMFER AND REVEAL 0 TOP OF WALL OFFSET POINT OF WALL SECTION SCALE: I " = I'--0" SECTION SCALE: I " #5 AT 18 "OC ___J I #5 AT 12 "0C #5 CONT OFFSET PO I NT OF WALL #5 AT 18 "OC 2 #5 FOLLOW TO TOP OF WALL SLOPE #5 AT - 18 11 0C #5 AT I2 "OC /WALL PER ELEVATION WALL PER ELEVATION #5 AT 18 "0C SEE ARCH DRAW I NG P762AU53 FOR DETAILS OF CHAMFER AND REVEAL 0 TOP OF WALL LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S 1 54TH ST STATION NORTH SURFACE PARKING LOT RETAINING WALL DETAILS RE ; CITY OF 1Ut.v•. MAR 13 2008 PERMIT CENTER XREF'S Resolved REG—CDO Unresolved LTSCALE • I I 2 • 3 • 4 • 5 A • B • C • D • E • F • • H B/WALL PER ELEVAT I ON (se. BOT FTG PER ELEVAT I ON 0 01/24/08 No. Date By 1r- Er.1 QJ LU "4 REINF PER SECT I ON Chk. Apo. Revisions 0 I— LU 1.4 0- 1111M1111, Nimut vvN//v FTG THICK (M I N) DETAIL SCALE: I" = I 1 -0" ISSUED FOR CONSTRUCTION re 2'-6" d TO MATCH If ' 2'-6" FTG RE I NF Drawn By: T. ANDERSON Checked By Approved By. C. OLSON I3/WALL PER ELEVAT I OP BOT FTG PER ELEVAT I Olr A. EWING • B/WALL PER ELEVATION 09 BOT FTG PER ELEVAT I ON Submitted: HEWITT ARCHITECTS /1, DETAIL SCALE: I" = I Date: D. HEW I TT EXP JT REINF PER SECTION - Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 9810 I —3665 (206) 622-5822 Fax (206) 622-8130 Approved: 0 I /24/08 /WALL PER ELEVAT I ON BOT FTG PER ELEVATION 2'-6" TO MATCH\ 2 FTG REINF Date: R. KEMPKES SOUNDTRANSIT Scale: Date: 01/24/08 AS SHOWN Filename: S59_,,,762SD03.dwg Contract No.: C 759 11/15/06 CAULK JOINT DETAIL SCALE: I " = I '-0" " GAP BACKER ROD PER CAULKING REQU I REMENTS —REVIEWED FOR. CODE COMPII 4NCE PPROVE .11314 1 NTON WING LINK LIGHT RAIL PROJECT SOUTH CORR I DOR, S 154TH ST STAT 1 ON • NORTH SURFACE PARKING . LOT RETAINING WALL DETAILS REM-. CITY OF TUKWILA MAR 1 3 2008 PERMIT CENTER tp, Drawing No.: P762SD03 Sheet No.: 364 Rev.: 0 XREF`S Resolved HA_ 234H R G—coo S59_P762CG 559.P762CP 559JP762JI. S59P762SW X560cn X560rx • Unresolved L rsCALE /_/ • 3 • • 0 0 o) CNI C X 3 N .. ncv In jao so 30 z0 NW Mown awls min mow man loam nom mom mmi mom mem plom. ammo mum rim gime mum mum= mamma "Npamorrom ammel T/WALL 330.33 B/WALL 324.50 340 336 332 328 RQT FIG 323.25 324 320 325 L I- 1— w U) CC W ilarr after alime ■° ■••re / WALL # I aloft Sift MINN Milmea M11117 mom MEW SCALE: I "= 10' m I.- 0 w U, 0 w Oleo mama 0 I�- W rn z F.; P762SD m W4LL #3 NORTH ELEVAT I ON SCALE: H: I "= 10' SCALE: V: 1 " =5' o \ \\ \ \ \ N N ''■''''''''''''-■: ''' '' . 1- , \ \ \ \ \ ....... ''''...,._ N "--....... r..... * \ \ \ \ ... 1 \ \ / 1 l III I i I C] cn 2 z z w N PR5 5-1-00 r STA 4 +89.08 . T/WALL 337.0 B/WALL 327.00 BOT FTG 325.75 • TN i N, 10 5 0 10 20 SCALE IN FEET N NOTE: N RECE. CITY OF TUKvvILA MAR 13 2008 PERMIT CENTER IE Eb FOR CODE COMMA NCE 0.F b APP � ;= JUN 1 3 2008 Cif Or Tuk I BUILDING DIVISION I . SEE WALL SECT I ONS ON SHEET P762SD02 FOR FACE OF WALL LOCAT I ON. SEE ARCHITECTURAL DRAWING P762AU53, DETAIL I FOR LOCATION OF CHAIN LINK POST SLEEVES I N WALL #3. SEE ARCHITECTURAL DRAWING P762AU5 I , DETAIL 3 FOR CHA I N LINK FENCE POST DETAILS. 0 01/24/08 No. Date By Chk. App. Revisions ISSUED FOR CONSTRUCTION Designed By M. REEVE Drawn By T. ANDERSON Checked By A. EW I NG Approved By C. OLSON IDP IRES 0 I /3I4 I HEWITT ARCHITECTS Submitted: D. HEW I TT Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622 -5822 Fax (206) 622-8130 Scale: AS SHOWN Filename: S59_P762SX0 I .dwg SOUNDTRANSIT Contract No.: C 759 Date: Approved: 01 /24/08 I R. KEMPKES Date: 01/24/08 Dote: 11/15/06 LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S I 54TH ST STAT NORTH SURFACE PARK NG La Gtp RETA I N I NG WALL SECT I ONS - I ION Drawing No.: P762SX0 I Sheet No.: 365 0 Rev.: 32'_0 _ 14.1 a B PANEL #1 - . ' 62SD ! 2 CO Alel■ �� r III r I I 1 -0 " 24'_011 24'-0" O XREF`S Resolved HA_ 234H R G—coo S59_P762CG 559.P762CP 559JP762JI. S59P762SW X560cn X560rx • Unresolved L rsCALE /_/ • 3 • • 0 0 o) CNI C X 3 N .. ncv In jao so 30 z0 NW Mown awls min mow man loam nom mom mmi mom mem plom. ammo mum rim gime mum mum= mamma "Npamorrom ammel T/WALL 330.33 B/WALL 324.50 340 336 332 328 RQT FIG 323.25 324 320 325 L I- 1— w U) CC W ilarr after alime ■° ■••re / WALL # I aloft Sift MINN Milmea M11117 mom MEW SCALE: I "= 10' m I.- 0 w U, 0 w Oleo mama 0 I�- W rn z F.; P762SD m W4LL #3 NORTH ELEVAT I ON SCALE: H: I "= 10' SCALE: V: 1 " =5' o \ \\ \ \ \ N N ''■''''''''''''-■: ''' '' . 1- , \ \ \ \ \ ....... ''''...,._ N "--....... r..... * \ \ \ \ ... 1 \ \ / 1 l III I i I C] cn 2 z z w N PR5 5-1-00 r STA 4 +89.08 . T/WALL 337.0 B/WALL 327.00 BOT FTG 325.75 • TN i N, 10 5 0 10 20 SCALE IN FEET N NOTE: N RECE. CITY OF TUKvvILA MAR 13 2008 PERMIT CENTER IE Eb FOR CODE COMMA NCE 0.F b APP � ;= JUN 1 3 2008 Cif Or Tuk I BUILDING DIVISION I . SEE WALL SECT I ONS ON SHEET P762SD02 FOR FACE OF WALL LOCAT I ON. SEE ARCHITECTURAL DRAWING P762AU53, DETAIL I FOR LOCATION OF CHAIN LINK POST SLEEVES I N WALL #3. SEE ARCHITECTURAL DRAWING P762AU5 I , DETAIL 3 FOR CHA I N LINK FENCE POST DETAILS. 0 01/24/08 No. Date By Chk. App. Revisions ISSUED FOR CONSTRUCTION Designed By M. REEVE Drawn By T. ANDERSON Checked By A. EW I NG Approved By C. OLSON IDP IRES 0 I /3I4 I HEWITT ARCHITECTS Submitted: D. HEW I TT Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622 -5822 Fax (206) 622-8130 Scale: AS SHOWN Filename: S59_P762SX0 I .dwg SOUNDTRANSIT Contract No.: C 759 Date: Approved: 01 /24/08 I R. KEMPKES Date: 01/24/08 Dote: 11/15/06 LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S I 54TH ST STAT NORTH SURFACE PARK NG La Gtp RETA I N I NG WALL SECT I ONS - I ION Drawing No.: P762SX0 I Sheet No.: 365 0 Rev.: XREF'S Resolved HA..2234H REG—CDO S59_P762CC S59.P762CP S59_P762SW X56Ocn X560rx Unresolved • LTSCALE I =l 0 w 0 3 N - v o, c 0 O cn cv .. n c4 (/) o 0 04 = 0 B ALL 322.00 No. Date A STA PR5 2 +38.01 STA PR5 2+21.28 PR5 2 +00 N . BY Chk. N 332 328 T /WALL 323.85 324 BOT FTG 319.00 320 316 App. Revisions z / WALL #2 Emir ; : : : : :; mmo 77priamme mum +m. mem mum mammon mom z U, z 0 z I IL ' PR ! N88 ° 19'47 "W STA PR5 2 +45.0I cpi ‘■) 01/24/08 ISSUED FOR CONSTRUCTION Designed By, M. REEVE Drawn By. T. ANDERSON Checked By A. EW I NG Approved By. C. OLSON 3 +00 0 WALL #4 min mamma Am= mom mom moms mum am= Ewe Submitted: D z 0 a P762SD Q2 Om= ammo Maw iii. Mom= =mom �ws "�-- rrsi =Wm mum mime =sum mama =mum mum mow mum r Ism mom turn =mum mom mum mom HEWITT ARCHITECTS 10 5 0 10 20 SCALE IN FEET D. HEWITT Date: 0 24'-0" 0I/24/08 Approved: E WALL #2 8 ; #4 PLAN ,_._._- �--- ---� -- SCALE: I "= 10' WALL #2 & #4 NORTH ELEVAT I ON SCALE: H: I "= 10' SCALE V: I "=5' Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101-3665 (206) 622 -5822 Fax (206) 622 --8130 R. KEMPKES 0 325 Date: a— z 0 SOUNDTRANSIT 01/24/08 F WALL #1 mei mai rim Irmo mum Scale: Filename: S59J'762SX02.dwg Contract No.: Date: AS SHOWN C 759 I1 /15/06 0 mul NENE wan imam G MIME( NOM MIMIN RECE v;'J CITY OF TUKWILA MAR 13 2008 PERMIT CENTER m F-- t3 cn NOTE: LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S I 54TH ST STATION NORTH SURFACE PARKING LOT RETAINING WALL SECT I ONS —2 L aim e 4 I L 328.55 H TOW 328.85 PANEL #2 PANEL #1 TOW 324.85 P7'6�S003 P762SD P7fi`SDO 3 P762SD+►2 P5 +00 5 4+73.95 RE VIED FOR CODE COMPLI JUN 13 200E Cp Of Tukwila I . SEE WALL SECTIONS ON SHEET P762SD02 FOR FACE OF WALL LOCATION. . 2. SEE ARCH I TECTURAL DRAW I NG P762AU53, DETAIL I FOR LOCATION OF CHAIN LINK POST SLEEVES IN WALL #3, 3. SEE ARCH I TECTURAL DRAWING P762AU5 I , DETAIL 3 FOR CHA I N LINK FENCE POST DETAILS. Drawing No.: P762SX02 Sheet No.: 366 0 Rev.: XREF'S Resolved HA _223411 REG—DMH 555JV76_,AU 555_ N76 CAI S55_ ,N76_CP S59_P762AU S59__P762CP $59_R402 $59_ ?402 X560rx X560sf Unresolved $59_P762AU_I $59_P762J.. L TSCALE 1 =1 0 01/24/08 154th STREET STATION PARKING LOT (N I C) mom T_ ■ I MI & `' 154th STREET STATION PARKING LOT (N I C) 14 aAi 11 ,110 It ISSUED FOR CONSTRUCTION y:. 00.1 r. � .n1 nmw wrr va Designed By. D. SN I DER Drawn By J. CHOU I - SOUNDTRANSIT 0 0 w 0 3N - 90' Cs 0 no) co_ i 0 co 0 o o No. Date SCALE: I "= 40' -0" By Chit. R40 26+00 13' -3 I 10' -4 I • PROPERTY LIN App. Revisions B • SIGNA IZED INTERSECTION 0 MUNICIPAL CODE INFORMATION n G • �1 n D • • • SUMMARY OF PARKING P R O V I S I O N S AT THE STATION PARK AND RIDE SITE AND THE NORTH SURFACE PARKING LOT SITE: Submitted: D. HEW I TT • Date: Approved: 01 /24/08 E , 1s fN claw • i Date: R. KEMPKES I 0 I /24/08 - R - tsfa1 1331S K 40 20 0 40 80 SCALE I N FEET • HAND I CAPPED/ACCESS I BLE STANDARD C 8 8,5 20 19 I 274 N/A 62.13 SYMBOL TYPE OF PARKING SPACE STALL WIDTH FEET) H S C COMPACT STALL TOTAL PARKING SPACES % OF LENGTH IN STATION PARK AND TOTAL (FEET) RIDE LOT SPACES 8 16 154 34.92 TOTAL PARKING SPACES % OF IN NORTH SURFACE TOTAL PARKING LOT SPACES 0 136 26 0 83.95 1 6.05 TOTAL I 410 180- % OF TOTAL SPACES 2.16 67.99 29.85 (NOTE: COMPACT SPACES ARE LESS THAN OR EQUAL TO 30% OF OVERALL SPACES) TOTAL I 441 1 I 162 I I 1 603 1 Date: 11/15/06 NOTE: I. REFER TO P762AU00 FOR HARDSCAPE INFORMATION. LEGEND: ♦. dla ...........•.... Ic STANDARD PARKING STALL LIMIT OF PERIMETER LANDSCAPE REQUIREMENT PER TMC 18.24.080 AND TMC 18.52.020 STRUCTURE SETBACK LINE PER TMC 18.24.080 4'--0" HIGH CHAIN LINK FENCE 6' -0" HIGH CHAIN LINK. FENCE PARKING LOT LIGHT PEDESTRIAN LIGHT ST SITE SIGNAGE SCORED CONC WALK SCORED VEHICULAR CONC PAVEMENT CONC RETAINING WALL SEGMENTAL CONC RETAINING WALL PLANTED • COMPACT PARKING STALL RECE CITY OF TUKWILA MAR 13 2008 LINK LIGHT RAIL PROJ CENTE SOUTH CORRIDOR S I 54TH ST STATION NORTH SURFACE PARKING LOT ARCHITECTURAL MUN I C I PAL CODE INFORMATION H City Of Tukwila BUI1 t. TN _D @ N ,LEE FOR CODE COMPLIANCE PPS VE JUN 1 3 2008 PERIMETER LANDSCAPE SETBACK REQUIREMENTS: 10' —O" FRONT YARD PERIMETER LANDSCAPE REQUIREMENT 10' -0" SIDE YARD PERIMETER LANDSCAPE REQUIREMENT ADJACENT TO HIGH DENSITY RESIDENTIAL USE 10' -0" SIDE YARD PERIMETER LANDSCAPE REQUIREMENT WITHIN 50' -0" HIGH DENSITY RESIDENTIAL USE 5' -0 "SIDE YARD PERIMETER LANDSCAPE REQUIREMENT 10' -0" REAR YARD PERIMETER LANDSCAPE REQUIREMENT ADJACENT TO HIGH DENSITY RESIDENTIAL USE NO REAR YARD PERIMETER LANDSCAPE SETBACK STRUCTURE SETBACK REQUIREMENTS: 20' -0" FRONT YARD STRUCTURE SETBACK 10' -0" MIN 30' --0" MAX SIDE YARD STRUCTURE SETBACK ADJACENT TO HIGH DENSITY RESIDENTIAL USE 10' -0" MIN 30' -0" MAX SIDE YARD STRUCTURE SETBACK WITHIN 50' -0" OF HIGH DENSITY RESIDENTIAL USE 10' -0" SIDE YARD STRUCTURE SETBACK 10' -0" MIN 30' --0" MAX REAR YARD STRUCTURE SETBACK ADJACENT TO HIGH DENSITY RESIDENTIAL USE IO' -0" REAR YARD STRUCTURE SETBACK :IDrawing No.: P762AZ0 I Sheet No.: Rev.: 368 0 XREF'S Resolved HA._22,34H REC—DMH 559_1"762AL..I Unresolved 1=1 LTSCALE • • 3 0 4 a 5 0 1• 10 • w op 3N c ' Cr) 0 p ¢ cv .. N O) : %p oc1 Z Q A 0 B 1 ft C 0 D • E 0 F 0 G 0 H GENERAL NOTES } SYMBOLS NOT USED NORTH ARROW PROPERTY LINE R I GHT —OF —WAY LINE CENTER LINE 6' -0" CHAIN LINK FENCE W/ BLACK VINYL CLAD FABR I C. SEE SHEET P762AU5I PARKING LOT L I GHT. SEE SHEET P762JP01 PEDESTRIAN L I GHT. SEE P762JP0 I AND P762AU50 ST SITE S I GNAGE (N I C) SEE SHEET P762AU53, P762AU0 I AND P762AUO2, AND R402AU30 Nes■ aft= x 1=-0 0 c�a x SCORED CIP CONC PAVEMENT SEE SHEET P762AU50 SCORED VEHICULAR CONC PAVEMENT, SEE CIVIL DWGS SHEET P762CP01 AND P762CX02 CIP CONC RETAINING WALL, SEE CIVIL DWG P762SWO I SEGMENTAL CONC RETAINING WALL. SEE SHEET P762AU5I PLANTED SEE LANDSCAPE DRAWINGS P762LP00 N ■NIMMIM■■w ■NNrI■■ ■■■ ■ ■■■■■ ■■ ■■■■ ■■■ •••■ ••••••■■ MMOMOMMIIMMEME REVIEWED FOR COMPLIANC CO ®E OP JUN 1 2.01 OT Tukwila BLIVIMG 011 No. 0 Date By Chk. ISSUED FOR CONSTRUCTION ADD. Revisions REFERENCE SYMBOLS SECTION SCALE: DRAWING NUMBER OF SHEET WHERE THE SECTION I S SHOW SECTION SCALE: SECTION CUT ON THE SAME SHEET ONLY DESIGNATION / (LETTER) x SECTION X DESIGNATION (LETTER) SECTION DESIGNATION (LETTER) DRAW I NG NUMBER OF SHEET WHERE THE SECTION I S SHOWN (DASH 1 F ON SAME SHEET ONLY DETA I L SCALE: DRAWING NUMBER OF SHEET WHERE THE DETAIL I S SHOWN DETA I L SCALE: DETAIL REFERENCE ON THE SAME SHEET ONL XX DESIGNATION (NUMBER) DETAIL 0.7.4<— DESIGNATION (NUMBER) DETAIL DESIGNATION (NUMBER) DRAW I NG NUMBER OF SHEET WHERE THE DETAIL I S SHOWN (DASH I F ON SAME SHEET ONLY) REM, • i CITY OF TUKWIIA MAR 13 2008 PERMIT CENTER Designed By D. SNIDER Drawn By J. CHOU Checked By K. Approved By D. SN I DER HEWITT Submitted: HEWITT ARCHITECTS Date: D. HEW I TT I 0 I /24/08 Approved: Date: R. KEMPKES sovNUrRvusrr 01/24/08 Scale: NTS Filename: S59.9762AZ02.dwg Contract No.: Date: C 759 11/15/06 LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S I 54TH ST STATION NORTH SURFACE PARKING LOT ARCHITECTURAL SYMBOLS Drawing No.: P762AZ02 Sheet No.: 369 Rev.: 0 XREF'S Resolved HA-22.34H REG —OMH S59J'762A _2 Unresolved LTSCALE 1 =1 0 0 to W � • a' 0 0 N 8 Q � N .. CO o) 03 0 Io o N ± 0 0 0 No. Date A A/C A/G A/S A/V AAV AB ABD ABUT ABV AC ACCP ACI ACOUS ACOUS PNL ACPL ACR ACS ACS DR ACSR ACT ACU AD ADD ADDL ADJ AESS AFF AFG AGG AGG B AGG SB AHCP AHU AISC ALM ALUM ANC ANOD ANSI ANT AP APPROX APT ARC ARV ASA ASPH ASSY ASTM ATB ATCH ATR AUX AVE AVG AWG AWI AWS B BO B —SPAN B/B B/F B/W BAL . BCP BD BEG BF B IA B IT BJF BL BLD BLK 01/24/08 By AND AT ASPHALTIC CONCRETE AT —GRADE ACRYLIC —LATEX SEALANT AUDIO VISUAL AUTOMATIC AIR VENT ANCHOR BOLT ABANDONED ABUTMENT ABOVE ALTERNATING CURRENT AIR CONDITIONING CONTROL PANEL AMERICAN CONCRETE INSTITUTE ACOUSTICAL ACOUSTICAL PANEL AUXILIARY CONTROL PANEL ACRYLIC ACCESS ACCESS DOOR ALUMINUM CONDUCTOR STEEL REINFORCED ACOUSTICAL TILE CEILING AIR CONDITIONING UNIT AREA DRAIN ADDENDUM, ADDENDA ADDITIONAL ADJACENT ARCHITECTURALLY EXPOSED STRUCTURAL STEEL ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AGGREGATE AGGREGATE BASE AGGREGATE SUB —BASE AIR HANDLING CONTROL PANEL AIR HANDLING UNIT AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALARM ALUMINUM ANCHOR ANODIZE(D) AMERICAN NATIONAL STANDARDS INSTITUTE ANTENNA APPROVED APPROXIMATELY AUXILIARY POWER TRANSFORMER ABRASION RESISTANT COATINGS AIR RELIEF VALVE AMERICAN STANDARDS ASSOCIATION ASPHALT ASSEMBLY AMERICAN SOCIETY FOR TESTING AND MATERIALS ASPHALT TREATED BASE ATTACH ABOVE TOP RAIL AUXILIARY AVENUE AVERAGE AMERICAN WIRE GAUGE ARCHITECTURAL WOODWORK INSTITUTE AMERICAN WELDING SOCIETY BOTTOM OF BODY SPAN BACK —TO —BACK BUTTERFLY VALVE BALANCE WEIGHT BALANCE BRANCH CIRCUIT PANEL BOARD BEGIN BACKF I LL BRICK INSTITUTE OF AMERICA B ITUMINOUS B ITUMINOUS JOINT FILLER BUILDING LINE BUILDING BLOCK Chk. App. ISSUED FOR CONSTRUCTION Revisions BLKG BLST BLVD BLW BM BN BOB BOC BOS BOT BOW BPP BR BRG BRG PL BRKT B5 BSMT BTWN BVL BW BZ Cr C&C C&G C&S C/C C/B C/G C/L C/S CAB CANT CAT CATV CB CBL CCL CCTV CCW CD CE CED CEM CEM BD CEM PLAS CER CF CFF CFLG CG CHAM CHD CHK CHWS CIP CIRC CJ CK CL CLEF CLG CLGH CLGS CLO CLP CLR CMH CMP CMU CND CNR BD CNTR CO COL COMB COMM BLOCKING BALLAST BOULEVARD BELOW BENCHMARK BURLINGTON NORTHERN BOTTOM OF BRICK BACK OF CURB BOTTOM OF STRUCTURE BOTTOM BACK OF WALK BRANCH POWER PANEL BRIDGE BEARING BEARING PLATE BRACKET BOTH SIDES BASEMENT BETWEEN BEVELED BOTH WAYS BRONZE CUT — AND —COVER CURB AND GUTTER COMMUNICATION AND SIGNALS CENTERLINE CENTER TO CENTER COVE BASE CORNER GUARD CURB LINE COUNTERSUNK CABINET CANTILEVER CATENARY CABLE TELEVISION CATCH BASIN CABLE CENTRAL CONTROL CLOSED CIRCUIT TELEVISION COUNTER CLOCKWISE COLD DRAWN CONSTRUCTION EASEMENT CONCRETE ENCASED DUCTBANK CEMENT CEMENT BOARD CEMENT PLASTER CERAM I C CUBIC FEET CAP FOR FUTURE COUNTERFLASH I NG CONCRETE GUTTER CHAMFER CHORD CHECK CHILLED WATER SUPPLY CAST—IN—PLACE CIRCULAR CONTROL JOINT CREEK CLASS CHAIN LINK FENCE CEILING CEILING HANGAR CEILING SUPPORT CLOSET CONCRETE LIGHT POLE CLEAR COMMUNICATIONS MANHOLE CORRUGATED METAL PIPE CONCRETE MASONRY UNIT CONDUIT CORNER BEAD CENTER CLEANOUT COLUMN COMBINATION COMMUNICATIONS Designed By D. SNIDER Drawn By. Checked By J. CHOU K. SN I DER Approved By: D. HEW I TT Submitted: ARCHITECTURAL ABBREVIATIONS COMPO COMPT CON CONC CONST CONT CONTR CONTV COORD CORR COV CP CPLG. CPT CRS CS CSM CSMT CSP CST CSK CT CTB CTR CTRL CTY CU CULV CV CW D D DA DBA DBL DC DEF DEF JT DEG DEL DF DH DI DIA DIFF DIM DISC DISC SW DIST DISTR DL DN DP DPR DR DRN DS DSP DTL DWG DWR DX E E E/P E/S EA EBC ECS EDD EF EFC EFD EHC EHS El EJ EL HEWITT ARCHITECTS COMPOSITION COMPARTMENT CONSOLE CONCRETE CONSTRUCTION CONTINUOUS CONTRACTOR CONTROL VALVE COORDINATE CORRIDOR COVER CONCRETE PIPE COUPLING CONTROL POWER TRANSFORMER COLD ROLLED STEEL CURVE TO SPIRAL COMBINED SEWER MANHOLE CASEMENT CONCRETE SEWER PIPE CAST STONE CASEWORK CERAMIC TILE CEMENT TREATED BASE CENTER CONTROL CABLE TRAY CUBIC CULVERT CONTROL VALVE COLD WATER DEPTH DISABLED DEFORMED BAR ANCHOR DOUBLE DIRECT CURRENT DEFLECTION DEFLECTION JOINT DEGREE DELETE DRINKING FOUNTAIN DUCT HEATER DROP INLET DIAMETER DIFFUSER DIMENSION DISCONNECT DISCONNECT SWITCH DISTANCE DISTRIBUTION DEAD LOAD DOWN DAMPPROOFING DAMPER • DOOR DRAIN DOOR SWITCH, DOWNSPOUT DRY STANDPIPE DETAIL DRAWING DRAWER DIRECT EXPANSION ELECTRIC EDGE OF PAVEMENT EDGE OF SHOULDER EACH EMBEDDED CONDUIT ENVIRONMENTAL CONTROL SYSTEM EXHAUST DUCT DAMPER EXHAUST FAN EXPOSED FINISH CONCRETE EXHAUST FAN DAMPER ELECTRIC HEATING COIL EXTRA HIGH STRENGTH ELECTRICAL INTERLOCK EXPANSION JOINT ELEVATION Date: D. HEW I TT I 0 I /24/08 Approved: ELAST ELEC ELECPB ELEV EMB EMER EMH EMT EN CL EN GR ENTR EOP EPF EQ EQPT ESMT ETS ETT EW EXF EXH EXIST EXP EXPO EXT F FC FIR F/T FA FABX FAC FACP FAF FAI FB FCO FCU FD FDR FE FEC FF FH FHC FHMS FHV FIN FG FIX FIXT FLEX FLH FLR FLRH FLSH FLUOR FMP FN FND FO FOB FOC FOF FOP FOS FOW FPRF FRWY FS FT FTG FUR FURN FUT FVE FVEC FW FWD FXTR Date: R. KEMPKES SOUNDTRANSIT Date: 01/24/08 ELASTOMERIC ELECTRICAL ELECTRIC PANELBOARD ELEVATOR EMBEDMENT EMERGENCY ELECTRIC MANHOLE ELECTRICAL METALLIC TUBING ENCLOSURE ENGINEER . ENTRANCE EDGE OF PAVEMENT ELEVATOR SHAFT PRESSURIZATION FAN EQUAL EQUIPMENT EASEMENT EMERGENCY TRIP STATION ELECTRIC TRANSMISSION TOWER EACH WAY EXHAUST FAN EXHAUST EXISTING EXPANSION EXPOSED EXTERIOR 28 DAY CONCRETE STRENGTH FIRE RATED FIXED TERMINATION FIRE ALARM FIRE ALARM BOX FACILITY FIRE ALARM CONTROL PANEL FRESH AIR FAN FRESH AIR INTAKE FLAT BAR FLOOR CLEANOUT FAN.COIL UNIT FLOOR DRAIN FEEDER FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FLOOR FIRE HYDRANT FIRE HOSE CABINET FLAT HEAD MACHINE SCREW FIRE HOSE VALVE FINISH FINISH GRADE FIXED FIXTURE FLEXIBLE FLAT HEAD FLOOR FLOOR HYDRANT FLASH I N G FLUORESCENT FIRE MANAGEMENT PANEL FENCE FOUNDATION FIBER OPTIC FACE OF BRICK FACE OF CURB FACE OF FINISH FACE OF POLE FACE OF STRUCTURE FACE OF WALL FIREPROOF FREEWAY FAR SIDE FOOT, FEET FOOTING FURRING FURNISH FUTURE FARE VENDING EQUIPMENT FIRE VALVE & EXTINGUISHER CABINET FIELD WELD FORWARD FIXTURE S NTS Filename: S59762AZ03.dwg Contract No.: C759 1 1/15/06 G G G/L GA GALV GALVS GB GEN GFI GH GI GM GND GR GRAN GRD GRL GRS GRSC GRTG GRX GSC GSP GV GVL GAD GWB GYP H H/R H/W HB HC HDPE HDR HDW HEX HH HK HM HMD HMF HO HORIZ HP HPT HRL HS HSS HT HTR HV HVAC HW HWT HWY HYD HZ 1 /0 A BC D E F J LLUM N NC NCD ND NFO NSUL NT R GAS GROUND LINE GAUGE GALVANIZED GALVANIZED STEEL GRAB BAR GENERATOR GROUND FAULT INTERRUPTER GROUND HYDRANT GALVANIZED IRON GAS METER GROUND GRADE GRANITE GROUNDING DEVICE GRILLE GALVANIZED RIGID STEEL GALVANIZED RIGID STEEL CONDUIT GRATING GRADE CROSSING GALVANIZED STEEL CONDUIT GALVANIZED STEEL PIPE GAS VALVE GRAVEL GAS VENT PIPE GYPSUM WALL BOARD GYPSUM HEAD ROOM HOT WATER HOSE B I B B HOLLOW CORE H IGH DENSITY POLYETHELINE HEADER HARDWARE HEXAGONAL HANDHOLE HOOK HOLLOW METAL HOLLOW METAL DOOR HOLLOW METAL FRAME HAND OPERATED HORIZONTAL HIGH PRESSURE H IGH POINT HIGH RAIL LEVEL H IGH STRENGTH H IGH STRENGTH STEEL HEIGHT HEATER H IGH VOLTAGE HEATING, VENTILATING HEADWALL HOT WATER TANK HIGHWAY HYDRANT HERTZ NPUT /OUTPUT NTRUSION ALARM NTERNATIONAL BUILDING CODE NSIDE DIAMETER NVERT ELEVATION NSIDE FACE NSULAT I NG JOINT LLUMINATED NCH, INCHES NCLUDE NCANDESCENT NDICATE NFORMATION NSULATION NTERIOR NSIDE RADIUS L I 14K LIGHT RAIL PROJECT SOUTH CORRIDOR S 154TH ST STATION NORTH SURFACE PARKING LOT ARCHITECTURAL ABBREV RV1EWE FF CODE COMPLIANCE APPROVED JUN 1 3 NOB C9 Of Tug BOON & AIR CONDITIONING R►L# . CITY OF TUKW LA MAR 13 2008 PERMIT CENTER Drawing No.: P762AZ03 Sheet No.: 370 Rev.: 0 XREF'S Resolved HA...2234H REG —DMH $59_P762A2_2 Unresolved L TSCALE • I =l 2 No. • J JAN JB JST JT BKR JT K K KF KO KSF KSI KW KWHR L L LAD LAM LAV LB LB /FT LBF LED LF LG LH LHR LIN LJ LJT LL LOC 'LONG LOP LP LPT LRT LRV LS LT L/T LTG LV LVL LVR M M M/L M/W MA MACH MA I NT MAS MATL MAU MAX MBR MCC MD MDG MECH MED MEMB MEZZ MFR MH MIN MISC MJ MO MOD MON MOP MOV 0I/24/08 Date By Chk. JANITOR JUNCTION BOX JOIST JOINT BACKER JOINT KIP KIP —FOOT KNOCK -OUT KIPS PER SQUARE FOOT KIPS PER SQUARE INCH KILOWATT K I LOWATT- --HOUR LEFT LADDER LAMINATE LAVATORY POUND, POUNDS POUNDS PER FOOT . POUNDS FORCE LIGHT EMITTING DIODE LINEAR FEET LENGTH LEFT HAND LEFT HAND REVERSE LINEAR LEADED JOINT LONGITUDINAL JOINT LIVE LOAD LIMIT OF CONSTRUCTION LONGITUDINAL LIMIT OF PAVEMENT LIGHTING PANEL LOW POINT LIGHT RAIL TRANSIT LIGHT RAIL VEHICLE LUMP SUM LIGHT LEFT TRACK LIGHTING LOW VOLTAGE LEVEL LOUVER METER MAIN LINE MESSENGER WIRE MAST ARM MACHINE MAINTENANCE MASONRY MATERIAL MAKE UP AIR U N I T MAXIMUM MEMBER MOTOR CONTROL CENTER MOTORIZED DAMPER MOLDING MECHANICAL MEDIUM MEMBRANE MEZZANINE MANUFACTURER MANHOLE MINIMUM MISCELLANEOUS MECHANICAL JOINT MASONRY OPENING MODULAR MONUMENT MOTOR OPERATED MOVABLE App. ISSUED FOR CONSTRUCTION Revisions MP MPA MRT MS MSL MSP MTD MTG MTL MV MVA MW N N N/A NB NEC NEG NESC NF NIC NL NMC NO,# NOM NPS NPT NR NRCP NS NTS 0 0 O/L OA OC OCS OD OF OH OHB OPNG OPP OR PE PED PEF PERF PERP PGL PH PL PLAM PLAS PLAT PLF PLP PLUMB PLYWD PMJF PNL PO POC POH POS PP Drawn By MILE POST MID —POINT ANCHOR MORTAR MOTOR STARTER MEAN SEA LEVEL MOTOR STARTER PANEL MOUNTED MOUNTING METAL MILLIVOLT MEGAVOLT AMPERE MEGAWATT NORTH NOT APPLICABLE NORTH BOUND NATIONAL ELECTRICAL CODE NEGATIVE NATIONAL ELECTRICAL SAFETY CODE NEAR FACE NOT IN CONTRACT NIGHT LIGHT NON — METALLIC CONDUIT NUMBER NOMINAL NOMINAL PIPE SIZE NATIONAL PIPE THREAD NOT REGISTERED NON — REINFORCED CONCRETE PIPE NEAR SIDE NOT TO SCALE OPEN OVERLAP OUTSIDE AIR ON CENTER . OVERHEAD CONTACT SYSTEM OUTSIDE DIAMETER OUTSIDE FACE OVERHEAD OVERHEAD BRIDGE OPENING OPPOSITE OUTSIDE RADIUS P P POLE P/C PRECAST P/L PROPERTY LINE PA PUBLIC ADDRESS PAN PANTOGRAPH PB PULLBOX PC CONC PRECAST CONCRETE PCC PORTLAND CEMENT CONCRETE PCF POUNDS PER CUBIC FOOT PRELIMINARY ENGINEERING PEDESTRIAN PLATFORM EXHAUST FAN PERFORATED PERPENDICULAR PROFILE GRADE LINE PHASE PLATE PLASTIC LAMINATE PLASTER PLATFORM POUNDS PER LINEAR FOOT PLASTIC PIPE PLUMBING PLYWOOD PREMOLDED JOINT FILLER PANEL POWER OPERATED POINT ON CURVE POWER OVERHEAD PO I NT OF STATIONING POWER POLE i Designed By, D. SNIDER J. CHOU Checked By. K. SN I DER Approved By D. HEW I TT ARCHITECTURAL ABBREVIATIONS PREFAB PREFIN PSF PSI PVC PVMT PWR Q QT QTY R R R/T RAD RA RAF RB RCP RCPT RE RECT REF REG REINF REQD RES RET REV RFG RFLD RGSC RH RHR RJ RM RO ROW RP . RR RREG RSC RT RTU RVS RW S S S —T S/C S/S S/W SA SAF SAN SAP SB SCH SCR SCRN SD SDD SDMH SDT SEC SEG SERV SF SFD SHC SHT SHTHG SIG SIM SJT SL HEWITT ARCHITECTS Submitted: D. HEW I TT PREFABRICATED PREFINISHED POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POLYVINYL CHLORIDE PAVEMENT POWER QUARRY TILE QUANTITY SOUTH SELF - TAPPING SIGNAL /COMMUNICATION SERVICE SINK SIDEWALK SUPPLY AIR SUPPLY AIR FAN SANITARY SEWER SUBSTATION ALARM PANEL SOUTHBOUND SCHEDULE SCREW SCREEN STORM DRAIN SUPPLY DUCT DAMPER STORM DRAIN MANHOLE SMOKE DETECTOR SECOND SEGMENT SERVICE SQUARE FOOT SUPPLY FAN DAMPER SHOTCRETE SHEET SHEATHING SIGNAL SIMILAR SCORE JOINT SLOPE Date: Approved: 0I/24/08 RISER RIGHT TRACK RADIUS RETURN AIR RETURN AIR FAN READER BOARD REINFORCED CONCRETE PIPE RECEPTACLE MANHOLE RIM ELEVATION RECTANGULAR REFERENCE REGISTER REINFORCEMENT REQUIRED RESERVOIR RETAINING REVISION ROOFING REFLECTED RIGID GALVANIZED STEEL CONDUIT RIGHT HAND RIGHT HAND REVERSE RESTRAINED JOINT ROOM ROUGH OPENING RIGHT—OF—WAY RADIUS POINT RAILROAD RETURN REGISTER RIGID STEEL CONDUIT RIGHT REMOTE TERMINAL U N I T REVERSE RETAINING WALL R. KEMPKES SLNT SM SSMH SOG SOP SP SPA SPEC SPF SPKR SPR SQ SQ FT SQ IN SQHD SREG SS SST ST STA STD STIRR STL STOR STRUCT SU SUB SURF SUSP SW SWA SWBD SWGR SWR SYM T T T/ T/L TBD TBF TBM TBR TC TDD TEL TEM TEMP TERM TF TFD TG TH THK THRD TL TMH TO TOB TOC TOF TOG TOR TORW TOS TOW TP TPSS TRAC TRD TRK TS TTC TVF TVM TVOH TVS TWA SOUNDTRANSIT Date: SEALANT SHEET METAL SANITARY SEWER MANHOLE SLAB ON GRADE SET OUT POINT STEEL PIPE SPACING SPECIFICATION STAIRWELL PRESSURIZATION FAN SPEAKER SPRINKLER SQUARE SQUARE FEET SQUARE INCH SQUARE HEAD SUPPLY REGISTER SANITARY SEWER STAINLESS STEEL SOUND TRANSIT STATION POINT STANDARD STIRRUP STEEL STORAGE STRUCTURE STUB—UP SUBSTATION SURFACE SUSPENDED SWITCH SINGLE WIRE ANCHOR SWITCHBOARD SW I TCHGEAR SEWER SYMMETRICAL THERMOSTAT TOP TAX LOT TO BE DETERMINED TUNNEL BOOSTER FAN TEMPORARY BENCHMARK TO BE REMOVED TOP OF CURB TELECOMMUNICATION DISPLAY DEVICE TELEPHONE TEMPORARY TEMPERATURE TERMINAL TRACKFEET TUNNEL FAN DAMPER TOP OF GRATE THRESHOLD THICK THREADED TENSION LENGTH TELEPHONE MANHOLE TURNOUT TOP OF BEAM TOP OF CONCRETE TOP OF FOOTING TOP OF GRADE TOP OF RAIL TOP OF RETAINING WALL TOP OF STRUCTURE TOP OF WALL TOTAL PRESSURE TRACTION POWER SUBSTATION TRACTION TREAD. TRACK STRUCTURAL TUBING TELEPHONE TERMINAL CABINET TUNNEL VENTILATION FAN TICKET VENDING MACHINE TELEVISION OVERHEAD TUNNEL VENTILATION SHAFT TIE WIRE ANCHOR 01/24/08 Scale: NTS Filename: S59J762AZ04.dwg Contract No.: Date: C759 II/15/06 TWC TWM • TYP U U/S UD UG UH UL UNEX UNO UP UTIL UV V VAC VAR VCT VD VERT VIF VP w W WF W/ W/0 WC WCL WCO WH WHDM WHM WI WID WIN WIP WL WM WOM WP WR WS WSH WSP WT WWF x X— I N G X —OVER X —PASS X —SPAN Y YD YARD TRAIN TO WAYSIDE COMMUNICATION TACTILE WARNING MATERIAL TYPICAL UNDERSIDE UNDERDRAIN UNDERGROUND UNIT HEATER UNDERWRITERS LABORATORIES UNEXCAVATED UNLESS NOTED OTHERWISE UT I L I TY ' POLE UTILITY UTILITY VAULT VACANT VARIABLE VINYL COMPOSITION TILE VOLUME DAMPER VERTICAL VERIFY IN FIELD VAPORPROOF WATER WIDE FLANGE SHAPE WITH WITHOUT WATER CLOSET WALL CONTROL LINE WALL CLEANOUT WATER HEATER WATT—HOUR DEMAND METER WATT —HOUR METER WROUGHT IRON WIDTH WINDOW WROUGHT IRON PIPE WORK LINE WATER METER WOMEN WORK POINT WATER RESISTANT WATER. STOP WASH WELDED STEEL P WEIGHT WELDED W IRE FABR I C CROSSING CROSSOVER CROSS PASSAGE CROSS SPAN LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S 154TH ST STATION NORTH SURFACE PARKING LOT ARCHITECTURAL ABBREVIATIONS RECE CITY OF TUKWILA MAR 13 2008 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE JUN 1 3 2008 Cif Of Tukwila BUILDING DIVISION Drawing No.: P762AZ04 Sheet No.:. Rev.: 371 0 WALL INDEX WALL # DESCRIPTION DRAWING # I SEGMENTAL BLOCK WALL SEE NOTE 4 2 CURB WALL P762SX02 3 CIP WALL P762SX0 I 4 CIP WALL P762SX02 XREF'S Resolved HA_2234H REG —MJM S59_P762CP S59_P762SW S59_R402CA X560rx Unresolved L TSCALE I= I fp Date AP PR3 1+74 34 PR3 2 +02.75 PR4 1+00 PR3 3 +36.88 PR5 1+37.96 PR5 I I +00 AP PR3 3 +76.77 I I 1 I PR5 2 +00 I N ° W N : n uz _ -- N - -- ° .1111.M.1011111 z — �" 0 I1/15/06 Designed By M. REEVE PR4 2 +00 WALL #4 ISSUED FOR BID • Revisions Drawn By T. ANDERSON A. EWING Approved By C. OLSON PR4 2 +73.53 36.15' RT PR5 3+00 saUTHCEN TER BL VD CONSTRUCTION LIMITS 0 0 0 54.00' Submitted: HEWITT ARCHITECTS D. HEWITT 31.53' WALL #I PR4 3+64.11 31.51' LT AP PR4 2 +94.49 N N 2.42 PR4 3 +63.36 34.51 ' LT AP PR5 3 +59.64 PR5 3 +50.00 PR4 4 +27.49 PR5 4 +22.23 CONSTRUCTION LIMITS 20 10 1 0 SCALE IN FEET Scale: I "=20' Filename: S59_9762SW0 I .dwg 20 NOTES: 1. SEE ARCHITECTURAL DRAWINGS P762AU5 I FOR ALL RAILING AND FENCING DETAILS. 2. SEE UTILITY DRAWINGS P762UCO2 AND P762UCO3 FOR FOOTING DRAINAGE AND OUTLET CONNECTIONS. 3. SEE CIVIL DRAWING P762CA0 I FOR SITE LAYOUT. 4. SEE CIVIL GRADING PLANS P762CG02 AND P762CG03 FOR WALL #1 ELEVAT I ONS. SEE ARCH I TECTURAL PLAN P762AU54 FOR WALL # I LAYOUT AND ALIGNMENT. 5. SEE CIVIL DRAWINGS P762SXOIAND P762SX02 FOR WALL 2, 3, AND 4 LAYOUTS. 40 vL/1 11 r _. f EP' i REID MIDDLE + ON, IC. LINIA LIGHT RAIL PROJECT SOUTH CORRIDOR S I54TH ST STATION NORTH SURFACE PARKING LOT RETAINING WALL LAYOUT PLAN FEB 05'7007 Drawing No.: P762SWO I Sheet No.: 361 0 Rev.: Size Ld Ldt Lb Lbt Ldh # 22 28 28 37 II #5 27 36 36 46 14 #6 33(49) 43(64) 43(64) 56 (83) 16 #7 48(72) 62(93) 62(93) 81 (121) 19 #8 55(82) 71 (107) 71(107) 93 (139) 22 #9 62(93) 80 (120) 80(120) 104 (157) 25 #I0 70(104) 90 (136) 90(136) 118 (176) 28 # I I 77(1 1 6) 100 (151) 100(15 1) 131 (196) 31 XREF'S Resolved HA_2234H REG —MJM Unresolved L TSCALE 1 =l N a W 0 (NI -Q • p- a o a N .. co a. in V) c o z— N 0 1 1 /I 5/06 Date B Lb t SCALE: I" = 1 " Ch k. Revisions CORNER BAR J INTERSECTION BAR UP TO 2' -0" TO 4' -0" 2' -0" t t #3 © 8" TYP WALL STEEL W/ 180 HOOK BAR W/ HOOKS I80 HOOKS 180 HOOK I SSUED FOR BID Lbt STD HOOK UP TO 2' -0" TO 4' -0" ' - 0" 1 1 TYP WALL ST PLAN VIEW END BAR TYP I CAL CONCRETE WALL DETA I LS Designed By Checked By M. REEVE Drawn By T. ANDERSON A. EWING • Approved By. C. OLSON EEL'S'' #3 @ 8" HOOK BAR W/ / I80 HOOKS DEVELOPMENT AND SPLICE LENGTH SCHEDULE ri3 EXPIRES 01/31/C43 NOTES: 1. USE THE LENGTHS I N THIS SCHEDULE, UNLESS NOTED OTHERWISE. 2. USE LENGTH IN ( ) WHEN BAR COVER IS db OR LESS OR BAR CLEAR SPACING IS 2db OR LESS. 3. A TOP BAR I S A HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCRETE CAST BELOW IT. SCALE: NTS — Submitted: f'C= 3,000 psi fy = 60,000 psi HEWITT ARCHITECTS D. HEWITT Date: Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101.3665 (206) 622 -5822 Fax (206) 622 -8130 11/15/06 Approved: R. KEMPKES SOUNDTRANSIT Date: 11/15/06 NO PIPES SHALL PASS THRU FTG METAL SLEEVE D I A = PIPE DIA + 2" Scale: Filename: S59_P762SD0 i .dwg Contract No.: Date: AS SHOWN C 759 I1/15/ MIN ELEVAT I ON 3D OR 6 "h (WHICHEVER IS GREATER) CLR MIN BETWEEN ADJACENT PIPE SLEEVES WALL ---/ r PROVIDE COLLAR AROUND PIPE TO KEEP DIRT OUT OF SLEEVE SECTION TYP I CAL DETAIL OF PIPE © FOOTINGS SCALE: I " = I " —R 1 � it ' ''f . _ _ _ 1 L _11 F E D .. E) 1 1-),1 LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S I54TH ST STATION NORTH SURFACE PARKING LOT RETAINING WALL DETAILS EXCAVATION P NO EXCAVATION FOR PIPE TRENCH PARALLEL TO FOOTING ALLOWED BELOW THIS LINE NOTES: I.STEP FOOTING PER I/P762SD03 AS REQUIRED TO SATISFY THESE CONDITONS. 2. CONTRACTOR SHALL COORD I NATE EXACT DEPTH AND LOCAT I ON OF P I PE. 3. "D" SHALL NOT EXCEED 8 ". ra CODE C OMPL A e AN 13 7.Q Drawing No.: Sheet No.: 362 FEB 0 3 7fn7 P762SD0 I 0 Rev.: • XREF'S Resolved HA 2234H REG —MJM Unresolved L TSGALE 1 =1 SEE ARCH DRAWING P762AU53 FOR DETAILS OF CHAMFER AND REVEAL @ TOP OF WALL 3" CLR A I0" OFFSET POINT 77 — I #5 FOLLOW TO OF WALL � TOP OF WALL SLOPE J 0 N J 0 T #5 AT 18 "OC 3 3" CLR SECTION SCALE: I " = I ' -0" OFFSET POINT OF WALL SEE ARCH DRAWING P762AU53 FOR DETAILS OF CHAMFER AND REVEAL @ TOP OF WALL #5 AT 12 "OC #5 AT I2 "OC SECTION SCALE: I " = I ' — 0" 8" 7 ' -3 11 8" B 4' -0" #5 AT 18 "0C TYP 2' -8" # AT I 8110 2 #5 FOLLOW TO TOP OF WALL SLOPE #5 AT I8 "0C #5 AT I2 "OC 3' -0" #5 AT I8 "OC rc 0 Designed By. 0 w Q Q w w w 0 M. REEVE Drawn By. T. ANDERSON C cc J 0 OFFSET POINT ON WALL N rit 3" CLR 8" SEE ARCH DRAWING P762AU53 FOR DETAILS OF CHAMFER AND REVEAL @ TOP OF WALL J 10 8 ii D HEWITT ARCHITECTS OFFSET POINT OF WALL SECTION SCALE: I " = I' -0" SECTION SCALE: I " = I' -0" #5 AT 18 "0C 2 #5 AT I2 "OC #5 CONT OFFSET POINT OF WALL #5 AT 18 "OC • 8 I I 8 " E Consulting Engineers 1601 Fifth Avenue, Suite 1600 2 #5 FOLLOW TO TOP OF WALL SLOPE #5 AT 18 "0C #5 AT 12 "OC 3 1 -0 1i T /WALL PER ELEVATION SEE ARCH DRAWING P762AU53 FOR DETAILS OF CHAMFER AND REVEAL @ TOP OF WALL B /WALL PER ELEVATION D #5 AT I8 11 0C w cc 0 F No. 11/15/06 Date By Ch k. App. ISSUED FOR BID Revisions Scale: AS SHOWN Filename: S59_P762SD02.dwg G 1 l'c ' l 1 1i 1 1 i U r ^ ' REID i\AIDDL:,:..TON, j LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S I54TH ST STATION H Ebb compufANc vis SUN 1 3 in CO! Of Tolokaii 1311:x'' RAE-. C T, f •. 4 li. .. 7_ FEB 0 fi 7007 PERM�`Li;�G Drawing No.: P762SDO2 Sheet No.: 363 Rev.: 0 XREF'S Resolved HA_2234H REC —MJM Unresolved LTSCALE l— 1 N B /WALL PER ELEVATION BOT FTG PER ELEVATION 11/15/06 Date REINF PE SECTION Revisions z F— O _ — O F -- W > = W [1. W W c iw 0_ DETA I L ISSUED FOR BID FTG THICK (MIN) SCALE: I " = I' -0" 2' -6" (Th .J 0 TO MATCH ' .r) FTG REINF 2' -6" Designed By Drawn By T. ANDERSON Checked By. M. REEVE A. EWING Approved By C. OLSON B /WALL PER ELEVATIO11 BOT FTG p PER ELEVATION' .a EXPIRES 0 1/31/0/3 I' 0 B /WALL PER ELEVATION BOT FTG PER ELEVATION Submitted: HEWITT ARCHITECTS ti J 0 DETA I L SCALE: I " = I ' -0" D. HEWITT Date: ce . I REINF PER SECTION Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101 -3665 (206) 622 -5822 Fax (206) 622 -8130 11/15/06 � - EXP JT ti Approved: R. KEMPKES B /WALL PER ELEVATION BOT FTG PER ELEVATION 2' -6" TO MATCH 2' -6" FTG REINF SOUNDTRANSIT Date: I1/15/06 Scale: W Z LL E ~ W — cn AS SHOWN Filename: S59_P762SD03.dwg Contract No.: Date: C 759 11/15/06 DETA I L SCALE: I " = I ' -0" " GAP CAULK JOINT 4/:// BACKER ROD PER CAULKING -/-1 REQUIREMENTS Ft) ! ; V i 1`[.;' l ' 7 ice. �I L. L. •� ' �rf 111 !!!! REID DDLE T ON C, LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S I54TH ST STATION NORTH SURFACE PARKING LOT RETAINING WALL DETAILS W Z [L O F- H 0 O W — U) cove COMPLIAACE APPROS auN 1 3 2008 WILDING tA Drawing No.: P762SD03 Sheet No.: 364 FEB 0 3 7007 Rev.. 0 XREF'S Resolved HA_2234H REG —MJM S59,_.P762CG S59_P762CP S59 P762JL S59_P762SW X560cn X560rx Unresolved L TSCALE l e A B a 0 C MI WALL #4 T /WALL 330.33 B /WALL 324.50 Designed By Checked By. M. REEVE Drawn By. T. ANDERSON A. EWING Approved By. C. OLSON NEZ3 MMtEIS1 wit > Isttftft 0fT.Mm ST cuxa s.ew,∎ ui::a e;..r..w,.. 340 336 332 328 BOT FTG 323.25 324 320 u) 0 z_ C' tsi. CD 0 w V) w 1 J J I I' -0" Submitted: WALL # D P762SD02 24' -0" u t a40T,a qua _ =WA PANEL e HEWITT ARCHITECTS D. HEWITT Date: #1 24' -0" z O w 1 1/15/06 P762SD03 Approved: E N80 °56 148, .WALL #3 PLAN SCALE: I u = I 0' 0 ® U Ut Zw w 32' -0 WALL #3 NORTH ELEVAT I ON SCALE: H: I 10` SCALE: V: I 5' Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101.3665 (206) 622 -5822 Fax (206) 622 -8130 U U w En P762SD02 R. KEMPKES 0 SOUNDTRANSIT Date: A ' �� PR5 5-i- 00 STA 4 +89.08 T /WALL 337.0 B W LL 327.00 BOT FTG 325,75 11/15/06 Scale: Date: Contract No.: nr AS SHOWN Filename: S59_P762SX0 I .dwg C 759 I1/15/06 ii G I0 1 N., 5 111 r ID a � TUN, I C. � \ --\\\ 0 SCALE IN FEET NOTE: I0 L I NK LIGHT RAIL PROJECT SOUTH CORRIDOR S I54TH ST STATION NORTH SURFACE PARKING LOT RETAINING WALL SECT I ONS — I N H N APP} Ina SUN 13 VO8 C ® -uala Sheet No.: 365 t�. FEB 0 5 7007 1. SEE WALL SECTIONS ON SHEET P762SD02 FOR FACE OF WALL LOCATION. SEE ARCHITECTURAL DRAWING P762AU53, DETAIL I FOR LOCATION OF CHAIN LINK POST SLEEVES I N WALL #3. 3. SEE ARCH I TECTURAL DRAWING P762AU5 I , DETAIL 3 FOR CHA I N LINK FENCE POST DETAILS. XREF'S Resolved 11,4_2234H REG —MJM S59_P762CG S59_P762CP S59_P7S2SW X560cn X560rx Unresolved e L7 SCALE L =l N 0 N, W cn • C 0 o X cn Lo N .. co N� CT) " 0 0 � A. EWING Approved By. C. OLSON WALL #3 STA PR5 2 +38.01 STA PR5 2 +21.28 PR5 2 +00 0 No. T WALL 323.85 A 332 c 328 z W 316 0 cc 0 w !U.! -- 0_ N J 0 0 / WALL #2 I— (n z 0 z Q m H u =I* iiwziz STA =PR5 2 +45.0 N88 1 9'47 "W MX= 40,AMn mam moo ..� BOT FTG 322.00 3 . 319.00 320 PANEL #1 TOW 324.85 TOW 326.85 P7S2SDO Designed By M. REEVE Drawn By T. ANDERSON C PR 3 +00 -ca WALL #4 ( EXPIRES 0I /31/, I•— z 0 0_ X W I0 Submitted: 5 0 P762SD02 D SCALE I N FEET I0 T.O.W. 32.7,65_._ HEWITT ARCHITECTS D. HEWITT ml :mos m ..... _.... • Date: 20 0 WALL #2 & #4 PLAN SCALE: I "= 10' 24'-0" ..... TOW 328.85 P762SD03 _� _......._�_. - TYP. STEP 1/15/06 • Approved: « 4 E #liYlfE�i G13 WALL #2 & #4 NORTH ELEVAT I ON SCALE: H: I I0' SCALE: V: I " =5' Consulting Engineers 1601 Fifth Avenue, Suite 1600 Seattle, Washington 98101 -3665 (206) 622 -5822 Fax (206) 622-81.30 39'-0 - PANEL #2 R. KEMPKES 0 Date: r— — I— z 0 X SOUIVDTRANSIT I 1 /15/06 F ftate WALL #1 P76iS ®3 Scale: Filename: S59_P762SX02.dwg Contract No.: Date: AS SHOWN C 759 11/15/06 S zoo 4004 .59E gOMM i'(N` Aw':'3"�Y i:�. r 6. I. •gt• //f/ mum 24 ,_ 0 ' ..w, 4, •4 P762SD02 4rO 2 4'_0" G - ___...__. € .. 3 ._.._ .__ H - N Atftrm NOTE: LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S I54TH ST STATION NORTH SURFACE PARKING LOT RETAINING WALL SECTIONS —2 T WALL 328. 5 _ I B /WALL 327. Q0 -SOT --•TG 325 Sheet N PR5 5 +00 5 4 +73.95 Drawing No.: 366 RarEkNED FOR CODE COMPLIANCE AP VE JUN 13 X088 City Of Tukwila BUILDING DIVISION I. SEE WALL SECTIONS ON SHEET P762SD02 FOR FACE OF WALL LOCATION. 2. SEE ARCHITECTURAL DRAWING P762AU53, DETAIL I FOR LOCATION OF CHAIN LINK POST SLEEVES I N WALL #3. 3. SEE ARCHITECTURAL DRAWING P762AU5 I , DETAIL 3 FOR CHA I N LINK FENCE POST DETAILS. Fa FEB 037007 0 ER P762SX02 Rev.: H: \work \S59_P762AZ00.dwg 11 02/06 15: 26 : wonqk2 0EW3074 C" • • c� II [ tnn� 00000000 ` in t o 4 o .- * ( • rn 4 rri (i I . .. .......... .. it, -c: C4Y... ,, R37 n p.r� ,"' nr•A 'i }3r1 + ") : c..,;) ., ~ 1.0 t,.3 £t.I }.!,{ L. z,!, Lki .... (( L j ` \ ••• •' 1 SYMBOL TYPE OF PARKING SPACE STALL WIDTH (FEET) STALL LENGTH (FEET) TOTAL PARKING SPACES IN STATION PARK AND RIDE LOT % OF TOTAL SPACES TOTAL PARKING SPACES IN NORTH SURFACE PARKING LOT % OF TOTAL SPACES TOTAL % QF TOTAL SPACES H HANDICAPPED/ACCESSIBLE 8 20 13 N/A 0 0 13 T 2.16 S STANDARD 8.5 19 274 62.13 I36 83.95 410 67.99 C COMPACT 8 16 I54 34.92 26 16.05 180 29.85 (NOTE: COMPACT SPACES ARE LESS THAN OR EQUAL TO 30% OF OVERALL SPACES) I TOTAL l 441 I I 1 I62 I I I 603 I ^ XREFS Resolved HA_2234H REG —DMH S55_N76_AU S55_N76_CM S55_N76,_CP S59 _P762AU S59 _P762CP S59_R402CA S59_?402CAA X560rx X560sf Unresolved S59_P762AU_ I S59 _P762JL L TSCALE 1 =/ N 0 r7 W 0 N • 0 0 N Q � N .. NN CL N M 1 a 0� a ' o cy N I T .... . , :MA C IEWPWMPRE . -. W-9'II 1TTy I54th STREET STATION PARKING LOT (N I C) t. • 0 11/15/06 i R40 26+ 30 13 -3 PROPERTY 10'- -4 15 PROPERTY L I Nt No. Date By Chk. App. Revisions MAX MIN ISSUED FOR BID 0 S IGNALIZED INTERSECTION 0 co Cr) MUNICIPAL CODE INFORMATION r SCALE: I "= 40 --0" Designed By. D. SN I DER Drawn By. Checked By. K. SN I DER; Approved By. D. HEW 1 TT SOUTHCENTER BOULEVARD Roo 22 +00 J. CHOU DAVID ITT STATE QF WASHINGI'DN co U, co : x= PROPERTY LINE N Submitted: r• Qt 4 1 CJI 4 O 0 SUMMARY OF PARK I `G PROVISIONS AT THE STAT I C\ AND THE NORTH SURFACE PARKING LOT SITE: HEWITT ARCHITECTS D. HEWITT Date: 11/15/06 ■ Approved: • • R40 20+ ••• • P • • 0 R. KEMPKES MEM Date: PARK AND RIDE SITE ma i [, 40 20 SOUNDTRANSIT I 11/15/06 I 0 40 SCALE IN FEET Scale: Filename: S59_P762AZ0 I.dwg Contract No.: Date: R40 ... 15 +01 80 ' =40' C 759 11/15/06 NOTE: I. REFER TO P762AU00 FOR HARDSCAPE I NFORMAT I ON. LEGEND: S c B © 0 m mommilem altgA aaeMeR +wax �reteaaaROere LIMIT OF PERIMETER LANDSCAPE REQUIREMENT PER TMC 18.24.080 AND TMC 18.52.020 STRUCTURE SETBACK L i NE PER TMC 18.24.080 4'—O" HIGH CHAIN LINK FENCE 6' —O" HIGH CHAIN LINK FENCE PARKING LOT LIGHT PEDESTRIAN LIGHT ST SITE SIGNAGE SCORED CONC WALK SCORED VEHICULAR CONC PAVEMENT CONC RETAINING WALL SEGMENTAL CONC RETAINING WALL PLANTED STANDARD PARKING STALL COMPACT PARKING STALL REVIEWED CE COD COQ VE JUN 13 NOB Of Tula BUILDING N 5 Oil PERIMETER LANDSCAPE SETBACK REQUIREMENTS: 10 -0" FRONT YARD PERIMETER LANDSCAPE REQUIREMENT I0' -0" SIDE YARD PERIMETER LANDSCAPE REQUIREMENT ADJACENT TO HIGH DENSITY RESIDENTIAL USE 10' -0" SIDE YARD PER I METER LANDSCAPE REQUIREMENT WITHIN 50' -0" HIGH DENSITY RESIDENTIAL USE 5' -0"SIDE YARD PER I METER LANDSCAPE REQUIREMENT 10' -0" REAR YARD PERIMETER LANDSCAPE REQUIREMENT ADJACENT TO HIGH DENSITY RESIDENTIAL USE NO REAR YARD PERIMETER LANDSCAPE SETBACK STRUCTURE SETBACK REQUIREMENTS: 20' -0" FRONT YARD STRUCTURE SETBACK 10' -0" MIN 30' --0" MAX SIDE YARD STRUCTURE SETBACK ADJACENT TO HIGH DENSITY RESIDENTIAL USE 10 -0" MIN 30' -0" MAX SIDE YARD STRUCTURE SETBACK WITHIN 50' -0" OF HIGH DENSITY RES I DENT I AL USE 10' -0" SIDE YARD STRUCTURE SETBACK 10' -0" MIN 30' --0" MAX REAR YARD STRUCTURE SETBACK ADJACENT TO HIGH DENSITY RESIDENTIAL USE :-� V r) FEB 0 5'7007 IO' -0" REAR YARD STRUCTURE SETBACK L I 1410( LIGHT RAIL PROJECT SOUTH CORRIDOR S I54TH ST STATION NORTH SURFACE PARKING LOT ARCHITECTURAL MUN I C I PAL CODE INFORMATION Drawing No.: P762AZO l Sheet No.: Rev.: 368 0 XREF'S Resolved HA REG —DMH S59_P762AZ I Unresolved LTSCALE • l —1 2 3 4 e 5 d- N. 0 to w cn � N N v ° 0 N O Q 3 N » CL N rn 1 Ili L 0 N o _ — A B I we • C D E F G H ISSUED FOR BID N GENERAL NOTES NOT USED I1/15/06 Date By Ch k. App. Revisions SYIVBOLS NORTH ARROW PROPERTY LINE RIGHT -OF -WAY LINE CENTER LINE 6'--0" CHAIN LINK FENCE W/ BLACK V INYL CLAD FABRIC. SEE SHEET P762AU5 I PARKING LOT LIGHT. SEE SHEET P762JP01 PEDESTRIAN LIGHT. SEE P762JP01 AND P762AU50 ST SITE S I GNAGE (N I C) SEE SHEET P762AU53, P762AU0I AND P762AUO2, AND R402AU30 =MP MPRIRMIPAINSMI x E ,1 J x SCORED CIP CONC PAVEMENT SEE SHEET P762AU50 SCORED VEHICULAR CONC PAVEMENT, SEE CIVIL DWGS SHEET P762CP01 AND P762CX02 CIP CONC RETAINING WALL, SEE CIVIL DWG P762SW0 SEGMENTAL CONC RETAINING WALL. SEE SHEET P762AU5I PLANTED SEE LANDSCAPE DRAWINGS P762LP00 •••••i■■■■■■• •■•••■■■■■■■■ ■■i■■■■■■■■■■ ■■■■■■■■■ ■ ■ ■■ ■■■■■■■■■■■■■ ��9l� ®>fElll�1C�li1��9�T�st�� ■SIVI, ■IER ■a1 ■Th ■® EIESMISM ■S ■SCI■iddi CODE COMP t% :E APP M QED JUN 13 zor C ty Of Voila BUILDINSOS REFERENCE SYMBOLS SECTION SCALE: DRAWING NUMBER OF SHEET WHERE THE SECTION IS SHOW SECTION SCALE: SECTION CUT ON THE SAME SHEET ONLY xx DESIGNATION (LETTER) SECTION DESIGNATION (LETTER) SECTION DESIGNATION (LETTER) DRAWING NUMBER OF SHEET WHERE THE SECTION I S SHOWN (DASH I F ON SAME SHEET ONLY XX DETA I L SCALE: DRAW NUMBER OF SHEET WHERE THE DETAIL I S SHOWN DETA I L SCALE: DETAIL REFERENCE ON THE SAME SHEET ONLY xx DESIGNATION (NUMBER) DETAIL DESIGNATION (NUMBER) xx DETAIL DESIGNATION (NUMBER) DRAWING NUMBER OF SHEET WHERE THE DETAIL I S SHOWN (DASH I F ON SAME SHEET ONLY) FEB 05 7007 PEk 'Eh 6 LEA` 6 Ek r Designed By D. SN I DER Drawn By J. CHOU Checked By K. SN I DER Approved By D. HEWITT REGISTERED ARCH 11EC7 AVID IL EWITT STATE OF WASHINGTON Submitted: HEWITT ARCHITECTS D. HEWITT Date: 1 1/15/06 Approved: R. KEMPKES Date: SOUNDTRANSIT I 1 /15/06 Scale: NTS Filename: S59_P762AZ02.dwg Contract No.: Date: C 759 11/15/06 LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S I54TH ST STATION NORTH SURFACE PARKING LOT ARCHITECTURAL SYMBOLS Drawing No.: P762AZo2 Sheet No.: 369 0 Rev.: XREF'S Resolved HA _2234H REG —DMH S59.,.P762AZ 2 Unresolved L TSCALE I = 0 N, W 0 0 rri 0 N Q � N . . CD N CL I 0 No. A A/C A/G A/S A/V AAV AB ABD ABUT ABV AC ACCP ACI ACOUS ACOUS PNL ACPL ACR ACS ACS DR ACSR ACT ACU AD ADD ADDL ADJ AESS AFF AFG AGO AGG B AGO SB AHCP AHU AISC ALM ALUM ANC ANOD ANSI ANT AP APPROX APT ARC ARV ASA ASPH ASSY ASTM ATB ATCH ATR AUX AVE AVG AWG AWI AWS B BO B —SPAN B/B B/F B/W BAL BCP BD BEG BF BIA BIT BJF BL BLD BLK 11/15/06 Date AND AT BOTTOM OF BODY SPAN BACK —TO —BACK BUTTERFLY VALVE BALANCE WEIGHT BALANCE BRANCH CIRCUIT PANEL BOARD BEGIN BACKF I LL BRICK INSTITUTE OF AMERICA BITUMINOUS BITUMINOUS JOINT FILLER BUILDING LINE BUILDING BLOCK ASPHALTIC CONCRETE AT —GRADE ACRYLIC —LATEX SEALANT AUDIO VISUAL AUTOMATIC AIR VENT ANCHOR BOLT ABANDONED ABUTMENT ABOVE ALTERNATING CURRENT AIR CONDITIONING CONTROL PANEL AMERICAN CONCRETE INSTITUTE ACOUSTICAL ACOUSTICAL PANEL AUXILIARY CONTROL PANEL ACRYLIC ACCESS ACCESS DOOR ALUMINUM CONDUCTOR STEEL REINFORCED ACOUSTICAL TILE CEILING AIR CONDITIONING UNIT AREA DRAIN ADDENDUM, ADDENDA ADDITIONAL ADJACENT ARCHITECTURALLY EXPOSED ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AGGREGATE AGGREGATE BASE AGGREGATE SUB—BASE AIR HANDLING CONTROL PANEL AIR HANDLING UNIT AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALARM ALUMINUM ANCHOR ANOD I ZE(D) AMERICAN NATIONAL STANDARDS ANTENNA APPROVED APPROXIMATELY AUXILIARY POWER TRANSFORMER ABRASION RESISTANT COATINGS AIR RELIEF VALVE AMERICAN STANDARDS ASSOCIATION ASPHALT ASSEMBLY AMERICAN SOCIETY FOR ASPHALT TREATED BASE ATTACH ABOVE TOP R A I L AUXILIARY AVENUE AVERAGE AMERICAN WIRE GAUGE ARCHITECTURAL WOODWORK INSTITUTE AMERICAN WELDING SOCIETY BLKG BLST BLVD BLW BM BN BOB BOC BOS BOT BOW BPP BR BRG BRG PL BRKT BS BSMT BTWN BVL BW BZ C C &C C &G C &S STRUCTURAL STEEL C/C C/B C/G C/L C/S CAB CANT CAT CATV CB CBL CCL CCTV INSTITUTE CCW CD CE CED CEM CEM BD CEM PLAS CER CF CFF TESTING AND MATERIALS CFLG CG CHAM CHD CHK CHWS CIP CIRC CJ CK CL CLEF CLG CLGH CLGS CLO CLP CLR CMH CMP CMU CND CNR BD CNTR CO COL COMB COMM BLOCKING BALLAST BOULEVARD BELOW BENCHMARK BURLINGTON NORTHERN BOTTOM OF BRICK BACK OF CURB BOTTOM OF STRUCTURE BOTTOM BACK OF WALK BRANCH POWER PANEL BRIDGE BEARING BEARING PLATE BRACKET BOTH SIDES BASEMENT BETWEEN BEVELED BOTH WAYS BRONZE CUT —AND —COVER CURB AND GUTTER COMMUNICATION AND SIGNALS CENTERLINE CENTER TO CENTER COVE BASE CORNER GUARD CURB LINE COUNTERSUNK CABINET CANTILEVER CATENARY CABLE TELEVISION CATCH BASIN CABLE CENTRAL CONTROL CLOSED CIRCUIT TELEVISION COUNTER CLOCKWISE COLD DRAWN CONSTRUCTION EASEMENT CONCRETE ENCASED DUCTBANK CEMENT CEMENT BOARD CEMENT PLASTER CERAMIC CUBIC FEET CAP FOR FUTURE COUNTERFLASH I NG CONCRETE GUTTER CHAMFER CHORD CHECK CHILLED WATER SUPPLY CAST—IN—PLACE CIRCULAR CONTROL JOINT CREEK CLASS CHAIN LINK FENCE CEILING CEILING HANGAR CEILING SUPPORT CLOSET CONCRETE LIGHT POLE CLEAR COMMUNICATIONS MANHOLE CORRUGATED METAL PIPE CONCRETE MASONRY UNIT CONDUIT CORNER BEAD CENTER CLEANOUT COLUMN COMBINATION COMMUNICATIONS Designed By. D. SNIDER Submitted: COMPO COMPT CON CONC CONST CONT CONTR CONTV COORD CORR COV CP CPLG. CPT CRS CS CSM CSMT CSP CST CSK CT CTB CTR CTRL CTY CU CULV CV CW D DA DBA DBL DC DEF DEF JT DEG DEL DF DH DI DIA D IFF D IM D ISC D ISC SW DIST D ISTR DL DN DP DPR DR DRN DS DSP DTL DWG DWR DX E E E/P E/S EA EBC ECS EDD EF EFC EFD EHC EHS El EJ EL ARCHITECTURAL ABBREVIATIONS COMPOSITION COMPARTMENT CONSOLE CONCRETE CONSTRUCTION CONTINUOUS CONTRACTOR CONTROL VALVE COORDINATE CORRIDOR COVER CONCRETE PIPE COUPLING CONTROL POWER TRANSFORMER COLD ROLLED STEEL CURVE TO SPIRAL COMBINED SEWER MANHOLE CASEMENT CONCRETE SEWER PIPE CAST STONE CASEWORK CERAMIC TILE CEMENT TREATED BASE CENTER CONTROL CABLE TRAY CUBIC CULVERT CONTROL VALVE COLD WATER DEPTH D ISABLED DEFORMED BAR ANCHOR DOUBLE DIRECT CURRENT DEFLECTION DEFLECTION JOINT DEGREE DELETE DRINKING FOUNTAIN DUCT HEATER DROP INLET DIAMETER DIFFUSER DIMENSION DISCONNECT D ISCONNECT SWITCH DISTANCE DISTRIBUTION DEAD LOAD DOWN DAMPPROOFING DAMPER DOOR DRAIN DOOR SWITCH, DOWNSPOUT DRY STANDPIPE DETAIL DRAWING DRAWER D IRECT EXPANSION ELECTRIC EDGE OF PAVEMENT EDGE OF SHOULDER EACH EMBEDDED CONDUIT ENVIRONMENTAL CONTROL SYSTEM EXHAUST DUCT DAMPER EXHAUST FAN EXPOSED FINISH CONCRETE EXHAUST FAN DAMPER ELECTRIC HEATING COIL EXTRA HIGH STRENGTH ELECTRICAL INTERLOCK EXPANSION JOINT ELEVATION D. HEWITT Date: II/15/06 Approved: R. KEMPKES ELAST ELEC ELECPB ELEV EMB EMER EMH EMT ENCL ENGR ENTR EOP EPF EQ EQPT ESMT ETS ETT EW EXF EXH EXIST EXP EXPO EXT F FC F/R F/T FA FABX FAC FACP FAF FAI FB FCO FCU FD FDR FE FEC FF FH FHC FHMS FHV FIN FG FIX FIXT FLEX FLH FLR FLRH FLSH FLUOR FMP FN FND FO FOB FOC FOF FOP FOS FOW FPRF FRWY FS FT FTG FUR FURN FUT FVE FVEC FW FWD FXTR Date: ELASTOMERIC ELECTRICAL ELECTRIC PANELBOARD ELEVATOR EMBEDMENT EMERGENCY ELECTRIC MANHOLE ELECTRICAL METALLIC TUBING ENCLOSURE ENGINEER ENTRANCE EDGE OF PAVEMENT ELEVATOR SHAFT PRESSURIZATION FAN EQUAL EQUIPMENT EASEMENT EMERGENCY TRIP STATION ELECTRIC TRANSMISSION TOWER EACH WAY EXHAUST FAN EXHAUST EXISTING EXPANSION EXPOSED EXTERIOR 28 DAY CONCRETE STRENGTH FIRE RATED FIXED TERMINATION FIRE ALARM FIRE ALARM BOX FACILITY FIRE ALARM CONTROL PANEL FRESH AIR FAN FRESH AIR INTAKE FLAT BAR FLOOR CLEANOUT FAN COIL UNIT FLOOR DRAIN FEEDER FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FLOOR FIRE HYDRANT FIRE HOSE CABINET FLAT HEAD MACHINE SCREW FIRE HOSE VALVE FINISH FINISH GRADE FIXED FIXTURE FLEXIBLE FLAT HEAD FLOOR FLOOR HYDRANT FLASHING FLUORESCENT FIRE MANAGEMENT PANEL FENCE FOUNDATION FIBER OPTIC FACE OF BRICK FACE OF CURB FACE OF FINISH FACE OF POLE FACE OF STRUCTURE FACE OF WALL FIREPROOF FREEWAY FAR SIDE FOOT, FEET FOOTING FURRING FURNISH FUTURE FARE VENDING EQUIPMENT FIRE VALVE & EXTINGUISHER CABINET FIELD WELD FORWARD FIXTURE 11/15/06 Scale: Date: NTS 11/15/06 G G G/L GA GALV GALVS GB GEN GFI GH GI GM GND GR GRAN GRD GRL GRS GRSC GRTG GRX GSC GSP GV GVL GVP GWB GYP H H/R H/W HB HC HDPE HDR HDW HEX HH HK HM HMD HMF HO HOR I Z HP HPT HRL HS HSS HT HTR HV HVAC HW HWT HWY HYD HZ I/O IA IBC ID IE IF IJ ILLUM IN INC INCD IND INFO INSUL INT IR ARCHITECTURAL ABBREVIATIONS GAS GROUND LINE GAUGE GALVANIZED GALVANIZED STEEL GRAB BAR GENERATOR GROUND FAULT INTERRUPTER GROUND HYDRANT GALVANIZED IRON GAS METER GROUND GRADE GRANITE GROUNDING DEVICE GRILLE GALVANIZED RIGID STEEL GALVANIZED RIGID STEEL CONDUIT GRATING GRADE CROSSING GALVANIZED STEEL CONDUIT GALVANIZED STEEL PIPE GAS VALVE GRAVEL GAS VENT PIPE GYPSUM WALL BOARD GYPSUM HEAD ROOM HOT WATER HOSE B I B B HOLLOW CORE HIGH DENSITY POLYETHELINE HEADER HARDWARE HEXAGONAL HANDHOLE HOOK HOLLOW METAL HOLLOW METAL DOOR HOLLOW METAL FRAME HAND OPERATED HORIZONTAL H IGH PRESSURE HIGH POINT H IGH RAIL LEVEL H IGH STRENGTH HIGH STRENGTH STEEL HEIGHT HEATER H IGH VOLTAGE HEATING, VENTILATING & AIR CONDITIONING HEADWALL HOT WATER TANK HIGHWAY HYDRANT HERTZ NPUT /OUTPUT NTRUSION ALARM NTERNAT I ONAL BUILDING CODE NSIDE DIAMETER NVERT ELEVATION NSIDE FACE NSULAT I NG JOINT LLUM I NATED NCH, INCHES NCLUDE NCANDESCENT NDICATE N FORMAT I ON NSULATION NTERIOR NSIDE RADIUS LINK LIGHT RAIL PROJECT C O M P L I A N C E --REVIEWED FO-tr PL A PP VE �sz JUN 13 MB City Of T BODING DIVISION ISSUED FOR BID Checked By. K. SN I DER Approved By. D. HEWITT FEB 05 7OO7 XREF'S Resolved HA_2234H REG —DMH S59 P7S2AZ 2 Unresolved L7SCALE l —1 N a w cn 0 � N - d- Cr a 0 N N .. CU NN CL N 1I 0 No. 11/15/06 Date J JAN JB JST JT BKR JT K K KF KO KSF KSI KW KWHR L L LAD LAM LAV LB LB /FT LBF LED LF LG LH LHR LIN LJ LJT LL LOC LONG LOP LP LPT LRT LRV LS LT L/T LTG LV LVL LVR M M M /L M/W MA MACH MAINT MAS MATL MAU MAX MBR MCC MD MDG MECH MED MEMB MEZZ MFR MH MIN M ISC MJ MO MOD MON MOP MOV By Ch k. JANITOR JUNCTION BOX JOIST JOINT BACKER JOINT KIP K IP —FOOT KNOCK —OUT KIPS PER SQUARE FOOT K IPS PER SQUARE INCH K ILOWATT KILOWATT —HOUR LEFT LADDER LAMINATE LAVATORY POUND, POUNDS POUNDS PER FOOT POUNDS FORCE LIGHT EMITTING DIODE LINEAR FEET LENGTH LEFT HAND LEFT HAND REVERSE LINEAR LEADED JOINT LONGITUDINAL JOINT LIVE LOAD LIMIT OF CONSTRUCTION LONGITUDINAL LIMIT OF PAVEMENT LIGHTING PANEL LOW POINT LIGHT RAIL TRANSIT LIGHT RAIL VEHICLE LUMP SUM LIGHT LEFT TRACK LIGHTING LOW VOLTAGE LEVEL LOUVER METER MAIN LINE MESSENGER WIRE MAST ARM MACHINE MAINTENANCE MASONRY MATERIAL MAKE UP AIR UNIT MAXIMUM MEMBER MOTOR CONTROL CENTER MOTORIZED DAMPER MOLDING MECHANICAL MEDIUM MEMBRANE MEZZANINE MANUFACTURER MANHOLE MINIMUM MISCELLANEOUS MECHANICAL JOINT MASONRY OPENING MODULAR MONUMENT MOTOR OPERATED MOVABLE App. Revisions ISSUED FOR BID MP MPA MRT MS MSL MSP MTD MTG MTL MV MVA MW N N N/A NB NEC NEG NESC NF NIC NL NMC NO, # NOM NPS NPT NR NRCP NS NTS O 0 0/L OA OC OCS OD OF OH OHB OPNG OPP OR P P P/C P/L PA PAN PB PC CONC PCC PCF PE PED PEF PERF PERP PGL PH PL PLAM PLAS PLAT PLF PLP PLUMB PLYWD PMJF PNL PO POC POH POS PP Drawn By. MILE POST MID —POINT ANCHOR MORTAR MOTOR STARTER MEAN SEA LEVEL MOTOR STARTER PANEL MOUNTED MOUNTING METAL MILLIVOLT MEGAVOLT AMPERE MEGAWATT NORTH NOT APPLICABLE NORTH BOUND NATIONAL ELECTRICAL CODE NEGATIVE NATIONAL ELECTRICAL SAFETY CODE NEAR FACE NOT I N CONTRACT NIGHT LIGHT NON—METALLIC CONDUIT NUMBER NOMINAL NOMINAL PIPE SIZE NATIONAL PIPE THREAD NOT REGISTERED NON—REINFORCED CONCRETE PIPE NEAR SIDE NOT TO SCALE OPEN OVERLAP OUTSIDE AIR ON CENTER OVERHEAD CONTACT SYSTEM OUTSIDE DIAMETER OUTSIDE FACE OVERHEAD OVERHEAD BRIDGE OPENING OPPOSITE OUTSIDE RADIUS POLE PRECAST PROPERTY LINE PUBLIC ADDRESS PANTOGRAPH PULLBOX PRECAST CONCRETE PORTLAND CEMENT CONCRETE POUNDS PER CUBIC FOOT PRELIMINARY ENGINEERING PEDESTRIAN PLATFORM EXHAUST FAN PERFORATED PERPENDICULAR PROFILE GRADE LINE PHASE PLATE PLASTIC LAMINATE PLASTER PLATFORM POUNDS PER LINEAR FOOT PLASTIC PIPE PLUMBING PLYWOOD PREMOLDED JOINT FILLER PANEL POWER OPERATED POINT ON CURVE POWER OVERHEAD POINT OF STATIONING POWER POLE Designed By D. SNIDER J. CHOU Checked By K. SN I DER Approved By D. HEWITT 1575 REGISTERED ARCHITECT ID Id M EWYIT STATE OF WASHINGTON Q QT QTY ARCHITECTURAL ABBREVIATIONS PREFAB PREFIN PSF PSI PVC PVMT PWR R R R/T RAD RA RAF RB RCP RCPT RE RECT REF REG REINF REQD RES RET REV RFG RFLD RGSC RH RHR RJ RM RO ROW RP RR RREG RSC RT RTU RVS RW S S S —T S/C S/S S/W SA SAF SAN SAP SB SCH SCR SCRN SD SDD SDMH SDT SEC SEG SERV SF SFD SHC SHT SHTHG SIG SIM SJT SL HEWITT ARCHITECTS PREFABRICATED PREFINISHED POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POLYVINYL CHLORIDE PAVEMENT POWER QUARRY TILE QUANTITY SOUTH SELF -- TAPPING S IGNAL /COMMUNICATION SERVICE SINK S IDEWALK SUPPLY AIR SUPPLY AIR FAN SANITARY SEWER SUBSTATION ALARM PANEL SOUTHBOUND SCHEDULE SCREW SCREEN STORM DRAIN SUPPLY DUCT DAMPER STORM DRAIN MANHOLE SMOKE DETECTOR SECOND SEGMENT SERVICE SQUARE FOOT SUPPLY FAN DAMPER SH OTCRETE SHEET SHEATHING S IGNAL S IMILAR SCORE JOINT SLOPE RISER RIGHT TRACK RADIUS RETURN AIR RETURN AIR FAN READER BOARD REINFORCED CONCRETE PIPE RECEPTACLE MANHOLE RIM ELEVATION RECTANGULAR REFERENCE REGISTER REINFORCEMENT REQUIRED RESERVOIR RETAINING REVISION ROOFING REFLECTED RIGID GALVANIZED STEEL CONDUIT RIGHT HAND RIGHT HAND REVERSE RESTRAINED JOINT ROOM ROUGH OPENING RIGHT —OF --WAY RADIUS POINT RAILROAD RETURN REGISTER RIGID STEEL CONDUIT RIGHT REMOTE TERMINAL U N I T REVERSE RETAINING WALL SLNT SM SSMH SOG SOP SP SPA SPEC SPF SPKR SPR SQ SQ FT SQ IN SQHD SREG SS SST ST STA STD STIRR STL STOR STRUCT SU SUB SURF SUSP SW SWA SWBD SWGR SWR SYM T T T/ T/L TBD TBF TBM TBR TC TDD TEL TEM TEMP TERM TF TFD TG TH THK THRD TL TMH TO TOB TOC TOF TOG TOR TORW TOS TOW TP TPSS TRAC TRD TRK TS TTC TVF TVM TVOH TVS TWA SEALANT SHEET METAL SANITARY SEWER MANHOLE SLAB ON GRADE SET OUT POINT STEEL PIPE SPACING SPECIFICATION STAIRWELL PRESSURIZATION FAN SPEAKER SPRINKLER SQUARE SQUARE FEET SQUARE INCH SQUARE HEAD SUPPLY REGISTER SANITARY SEWER STAINLESS STEEL SOUND TRANSIT STATION POINT STANDARD STIRRUP STEEL STORAGE STRUCTURE STUB —UP SUBSTATION SURFACE SUSPENDED SWITCH SINGLE WIRE ANCHOR SWITCHBOARD SWITCH GEAR SEWER SYMMETRICAL THERMOSTAT TOP TAX LOT TO BE DETERMINED TUNNEL BOOSTER FAN TEMPORARY BENCHMARK TO BE REMOVED TOP OF CURB TELECOMMUNICATION DISPLAY TELEPHONE TEMPORARY TEMPERATURE TERMINAL TRACKFEET TUNNEL FAN DAMPER TOP OF GRATE THRESHOLD THICK THREADED TENSION LENGTH TELEPHONE MANHOLE TURNOUT TOP OF BEAM TOP OF CONCRETE TOP OF FOOTING TOP OF GRADE TOP OF RAIL TOP OF RETAINING WALL TOP OF STRUCTURE TOP OF WALL TOTAL PRESSURE TRACTION POWER SUBSTATION TRACTION TREAD TRACK STRUCTURAL TUBING TELEPHONE TERMINAL CABINET TUNNEL VENTILATION FAN TICKET VENDING MACHINE TELEVISION OVERHEAD TUNNEL VENTILATION SHAFT TIE WIRE ANCHOR Scale: NTS Filename: S59_P762AZ04.dwg Contract No.: SOUND TRANSIT C 759 Submitted: Date: Approved: Date: Date: D. HEWITT 11/15/06 R. KEMPKES 11/15/06 I 1 /15/06 DEVICE TWC TWM TYP U U/S UD UG UH UL UNEX UNO UP UTIL UV V VAC VAR VCT VD VERT VIF VP w W WF W/ W/O WC WCL WCO WH WHDM WHM W I WID W IN W IP WL WM WOM WP WR WS WSH WSP WT WWF x X— I NG X --OVER X --PASS X --SPAN YD LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S I54TH ST STATION NORTH SURFACE PARKING LOT ARCHITECTURAL ABBREVIATIONS TRAIN TO WAYSIDE COMMUNICATION TACTILE WARNING MATERIAL TYPICAL UNDERSIDE UNDERDRAIN UNDERGROUND UNIT HEATER UNDERWRITERS LABORATORIES UNEXCAVATED UNLESS NOTED OTHERWISE UTILITY POLE UTILITY UTILITY VAULT VACANT VARIABLE VINYL COMPOSITION TILE VOLUME DAMPER VERTICAL VERIFY IN FIELD VAPORPROOF WATER WIDE FLANGE SHAPE WITH WITHOUT WATER CLOSET WALL CONTROL LINE WALL CLEANOUT WATER HEATER WATT —HOUR DEMAND METER WATT —HOUR METER WROUGHT IRON WIDTH WINDOW WROUGHT IRON PIPE WORK LINE WATER METER WOMEN WORK POINT WATER RESISTANT WATER STOP WASH WELDED STEEL PIPE WEIGHT WELDED WIRE FABRIC CROSSING CROSSOVER CROSS PASSAGE CROSS SPAN YARD S CSDe C 1) 10 Citsj 011001a Drawing No.: 7 F ' 7007 P762AZ04 Sheet No.: Rev.: 371 0 XREF`S Resolved HA_2234H REG —DMH S55_N76 AU S55 N76_CM S55 N76_CP S59_P762AU S59_ P762CP S59_R402CA S55 R402CAP X560rx X560sf Unresolved L TSCALE / =/ 2 3 0 4 0 5 0 No. 11/15/06 Date -- - - - - -- ...... R4Q2 U3 2 4 2�AUO2 — 1 By .............. Ch k. App. n I I I I I I R40 26+ 1 R402AUO2 I PRO ERTY LIN PROPERTY LIN I SSUED FOR BID Revisions THEAS A -- I I : MEM Designed By. D. SN I DER Drawn By J. CHOU Checked By. K. SN I DER Approved By. D. HEWITT - I .................._......._.. .__.....- ,........_.........__. r -`n- --y-._..._-- .._............ ............_......... . rp �ww. www www .www.. .ww. •w. .- REGISTERED ARCHITECT STATE OF WASHINGTON SOU MCEN TEIT B 1UL EV RD -747 TTh PROPERTY LINE SCALE: I "= 40 -0 •; : OVERALL HARDSCAPE PLAN Date: Submitted: HEWITT ARCHITECTS D. HEWITT • BENI EWA • 1 R40 ti Approved: 11/15/06 R. KEMPKES SouNDTiuuvsrr Date: f P762AUO2 Date: 11/15/06 R40�AU0 I Scale: I " =40 Filename: S59_P762A000.dwg Contract No.: C 759 11/15/06 R40 1 +0 • NOTES: . SEE CIVIL DWG P762CA01 TO P762CA03 FOR LAYOUT INFORMATION. 2. SEE CIVIL DWG P762CG0 I TO P762CG03 FOR GRADING INFORMATION. 3. SEE LANDSCAPE DWG P762LP00 TO P762LP02 FOR PLANTING INFORMATION. 4. SEE I RR I GAT I ON DWG P762LR00 AND P762LR20 TO P762LR2I FOR IRRIGATION I NFORMAT I ON. 5. FOR WORK I N ADJACENT SOUTHCENTER BOULEVARD R I GHT OF WAY SEE DRAW I NG R402CP03. 6. FOR ADJACENT INTERNATIONAL BOULEVARD R I GHT OF WAY SEE DRAW I NG R502CP02. 40 20 0 NORTH SURFACE PARKING LOT ARCHITECTURAL OVERALL HARDSCAPE PLAN 40 80 MEM SCALE IN FEET LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S I54TH ST STATION ka-VIEVVED FOR GOOF COMPLIANCE A PR § VED JUN 13 2008 ' COI Of Tukwila Elmic,NG DIVISION FEB 05' 7007 REF : c f aZ Drawing No P762AU00 Sheet No.: 372 Rev.: 0 "i C3.0 - 0 - = I /P752AU52 G I.6 - O- I /P7 52AU52 XREF'S Resolved HA _22.34H REG -DMH S55JV7&.AU S55JY7S_CM S55JM176 CP S59Jl7S2AU S59J'762CP S59_1 c, S59J?402CM X560cn X560rx X560sf Unr LTSCALE I - 0 No. 0I/2 Date By A x LEGEND: =-o Chk. App. x E■■■■■ ■E■ ■E■■■■ EREEEEEEEEMlEE■ EEEEEEr1fEEE ■EE ■E EEEEEEEEEEEEEE! ■EMME■■EE1NE11•i■ ■E■■■EE■■■EE ■E■ Revisions • P 62AU I ..................................................................... 7 0 :777. 11111.111.' OF TH GN W/ INC , E DWG -TP \-- PROPERTY LI OPERTY LINE AND L MAW VEISZI WWI ■ra!laiti l Miancr . wt1 .1 AIRMIt 0 TYP aSwaa P ERTY LINE LIMIT CONSTRUC •N TY LINE MIT F UCTI SEE DW GER �MERG ONE, SEE DW 01 ISSUED FOR CONSTRUCTION B i' 6' -O" CHAIN LINK FENCE. P762AU5 I 4'--0" CHAIN LINK FENCE. P762AU5 I CCTV CAMERA, SEE NOTE 3 SEE DWG SEE DWG • PARK I NG LOT L I GHT, SEE NOTE 3 PEDESTRIAN LIGHT, SEE NOTE 3 ST SITE S I GNAGE, SEE NOTE 6 SCORED CIP CONCRETE PAVEMENT. SEE I /P762AU50 PROPERTY LINE AND LIMIT OF CONSTRUCTION Drawn By 1 C IC3.0 - 02- X /P762AUXX I Designed By D. SNIDER J. CHOU Checked By. K. SN I DER Approved By D. HEWITT :ate. ttt .. itt 1Yt t ► ••••.••• it ■�ME ■tL.J' tNett eAsa lia4,19L7wCR!i1!tAi 9l # MMEMMEMMEMIMi • — D SCORED VEHICULAR CONC PAVEMENT, SEE CIVIL DWGS PER NOTE I CIP CONC RETAINING WALL, SEE CIVIL DWG P762SWO I SEGMENTAL CONC RETAINING WALL, SEE DWG P762AU54 AND DETAIL I/P762AU51 PLANTED. SEE LANDSCAPE DWGS PER NOTE 4 ST SITE SIGNAGE IDENTIFIER, SEE NOTE 6 Submitted: HEWITT ARCHITECTS D. HEWITT Date: • NOTES: 01 /24/08 Approved: E • PAVING AND FURNISHING PLAN (NORTH) SCALE: I "= 20' -0" I. SEE CIVIL DWG P762CA01 TO P762CA03 FOR LAYOUT INFORMATION. 2. SEE CIVIL DWG P762CG01 TO P762CG03 FOR GRADING INFORMATION. 3. SEE ELECTR I CAL DWG P762JP0 I FOR LIGHTING AND SYSTEMS INFORMATION. 4. SEE LANDSCAPE DWG P762LP00 TO P762LP02 FOR PLANTING INFORMATION. 5. SEE I RR I GAT I ON DWG P762LR0.0 AND P762LR20 TO P762LR2I FOR IRRIGATION I NFORMAT I ON. 6. SEE DWG P762AU52 FOR ST S I GNAGE SCHEDULE. 7. SEE DWGS P762CA02 AND P762CA03 FOR LOCATION OF PARKING LOT AND PEDESTRIAN LIGHTS Date: R. KEMPKES SOUNDTRANSIT 01 ( � 1 P762AU00 Scale: Filename: S59,.P762AU0I .dwg Contract No.: Date: • I"=20' C 759 11/15/06 ATC LINE G • • SCALE IN FEET • 4 Nr Qt 20 I0 0 20 40 t I I I I LINT{ LIGHT RAIL PROJECT SOUTH CORRIDOR S 154TH ST STATION NORTH SURFACE PARKING LOT ARCHITECTURAL PAVING AND FURNISHING PLAN (NORTH) H CT ION EVE') OF TUKWILA MAR 13 2008 PERMIT CENTER le Drawing No.: P762AU0I Sheet No.: 373 0 Rev.: XREF'S Resolved HA_2234H REG-DMH S55_N76_AU S55_N76_CM S55_N76_CP S59_P762AU S59_P762CP S59_P762JL S59_R402CC S59_R402CM X560cn X560rx X560sf Unresolved L TSCALE 1 =1 R402AUO2 62AU52 G1.6 -- (2*- IP 62AU52 ■ • 11W ®I MOW BMW r m ` if =1!!! ... NM Il>tl•►w Rai air ►r ■11■. :::....: ANN► ® ■, ■in.■ ■■■I ■11■ ■■11 ,11®11 ■11■ A ■■■■ ■soiu■ ■1111 ■ ■■E1■ ■111# ■■■A■nw■■nr► r N I r 1 1 r` II ■ ■I■f■■M■■ - -'- .,' �'. .r.� _ P 62AU52 C3.0 — 62AU52 ,1:411 ■. 1111 %a /NI irm 'U. .v7 lid /■ ■: : ■® , ■ ■11■■._J■■■■■■■ 1111 ® ■� ■s ■ ■■■■®■■ 19 ■1111■M■11L' =J■■■ ... lr rr r /7■fi ■Gi"" 111 ■■r ...mm. m om* r - : , :''',...1i -. :-;.::' . '%: Wig • At ■ ■N 12111 ilwin /∎.1wlT 1i 762AU52, SOUTHCENTER BOULEVARD P76 N 0 w 0 N 'N C a 0 co p.. N 1 L o o o _ — 0 No. x x A R40 26 + 0 MATCH = L I NE + S DWG R4.O2AUO2 4a; PROPS, T' LINE AND 1 CONSTRUCT I ON .`(M I T 1iINE t , MATCH L1 I SEE DW LEGEND: j--- -O C� MMOMMMMMEIMMMWIEN ■ 11■■ ■■ ■1111■ ■ ■11 ■■ ■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■ ■1111•■•■■ ■11•■■■■ :::M:: 11/15/06 Date By Ch k. TY P762AU5 App. 7 Revisions B P762AU30 P762AU O 6'—O" CHAIN LINK FENCE. SEE DWG P762AU5 I 4' -0" CHAIN LINK FENCE. SEE DWG P762AU5I CCTV CAMERA, SEE NOTE 3 PARKING LOT LIGHT, SEE NOTE 3 PEDESTRIAN LIGHT, SEE NOTE 3 ST SITE SIGNAGE, SEE NOTE 6 SCORED CIP CONCRETE PAVEMENT. SEE I /P762AU50 ISSUED FOR BID 6 1111 ■ ® ■�s ■ ■� ■ ■ ■��� ■ ■■IlINa ME1101559ffi le ■ ■Ii ■ ■■ ■sill NECONII1r ■M Ens® ■1111 ■ ■11 ■MENINI IC3.0 -- 02— X /P762AUXX Drawn By. C Designed By. D. SNIDER J. CHOU Checked By, K. SN I DER Approved By. D. HEWITT SCORED VEHICULAR CONC PAVEMENT, SEE CIVIL DWGS PER NOTE I SEGMENTAL CONC RETA I N I NG WALL, SEE DWG P762AU54 AND DETAIL I /P762AU5I PLANTED. SEE LANDSCAPE DWGS PER NOTE 4 D ST SITE SIGNAGE IDENTIFIER, SEE NOTE 6 1575 REGISTERED ARCHITECT D'VID W. TT STATE OF WASHINGTON Submitted: HEWITT ARCHITECTS D. HEWITT Date: ® E I1/15/06 P762AU5 SCALE: I "= 20' -0" NOTES: Approved: — I M .I .. T .... OF CONSTRUCTION EXCAVATION AND CONSTRU.T.ION Kz • I OF WALLS I N....T•H.l•S• I S _L.•I.MI TED TO 25 —FOOT SEGMENTS. SEE SPECIFICATION SECTION 02835 FOR DETAIL PROPERTY LINE C.1 R. KEMPKES C3.0 — 02— I /P762AU52 •G I.6 — 02— I /P762AU52 EE SPECIFICATION SECTION 10 '2$35 FOR REQUIREMENT ' REGAR•D..I NG SURVE I LLAN *E1 ADJACENT -STRUCTURES OUR' 11\1G, CONSTRUCT I ON., OF TH WALL \ PAVING AND FURNISHING PLAN (SOUTH) I. SEE CIVIL DWG P762CA0 I TO P762CA03 FOR LAYOUT INFORMATION. 2. SEE CIVIL DWG P762CGOI TO P762CG03 FOR GRADING INFORMATION. 3. SEE ELECTRICAL DWG P762JP0 I FOR LIGHTING AND SYSTEMS INFORMATION. 4. SEE LANDSCAPE DWG P762LP00 TO P762LP02 FOR PLANTING INFORMATION. 5. SEE IRRIGATION DWG P762LR00 AND P762LR20 TO P762LR2I FOR IRRIGATION INFORMATION. 6. SEE DWG P762AU52 FOR ST SIGNAGE SCHEDULE. 7. SEE DWGS P762CA02 AND P762CA03 FOR LOCATION OF PARKING LOT AND PEDESTRIAN LIGHTS. SOUNDTRANSIT Date: F MATCH L NE - SEE DWG R4O2AUO2 ti Scale: I " =20 Filename: S59_P762AUO2.dw Contract No.: C759 Date: 11/15/06 I 1/15/06 G ri P762AU00 ,` PROPERTY L INE -.\ \�, ATCF LINE S EE DWG P76 AU: 2 20 10 • 0 20 H 40 LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S 154TH ST STATION NORTH SURFACE PARKING LOT ARCHITECTURAL PAVING AND FURNISHING PLAN (SOUTH) R40 / / / Drawing No.: / / FEB 091007 LL P762AUO2 Sheet No 374 Rev.: O XREF'S Resolved S59_P762JL HA_2234H REG -DMH S55 N75 AU S55_N76 CM S55_N76_CP S59_P762AU S59 P762CP S59_R402C,IP S59...._R402CM X560cn X560rx X560sf Unresolved L TSCALE 1 =1 n 0 w cn 0 N rr) 0 o N .. (0 V) N I� cn co ./° 0 0 No. I I / 1 5/06 Date By I I A sissm -IIi INMAN 2 .eq 1I7I ! 'gam o Viiiiitiliit glklEIM. mita 11111MMAIW il I 0 P7 6 50 T YP SCALE: I /8" = I Chk. App. I I i viATCH LINE 0 a) Revisions 0 Fia w z 0 ISSUED FOR BID B AL OF HANDHOLE R2' —0" 2' -0" SEE 2/P762AU30 0 " PASSENGER EMERGENCY TELEPHONE. SEE NOTE 3 OF HANDHOLE OF HANDHOLE SEE CIVIL DWG P762CP01 O'-6" FOR CONC PVMT AT CROSSWALK OF HANDHOLE NORTH / SOUTH PEDESTRIAN WALK ENLARGED PAVING AND FURNISHING PLAN (Th P762AU0 I Designed By D. SN I DER Drawn By J. CHOU Checked By K. SN I DER Approved By. D. HEWITT C 1575 REGISTER® DAVID M. HEWITT STATE OF WASHINGTON 0 r.: ,;.. .. ....., .IigvI Lama: MATCH L I N i w A mmmsms Cr N Submitted: N. _I D: D 44 ( 2e � PZ62AU50 ��TYP EJ o- a) N Cr a) N HEWITT ARCHITECTS D. HEWITT SAL V "ail r — 6 eq o AL 2L- 2' — OF c HANDHOLGN AND E I E 3 P762AU50 OF HANDHOLE 0 NORTH / SOUTH PEDESTRIAN WALK ENLARGED PAVING AND FURNISHING PLAN SCALE: I /8" = 1 0 OF SIGNP762AU52 OF ANDHOLE SEE CIVIL DWG P762CP0 FOR CONC PVMT AT CROSSWALK EIMMIMIIMMI F Date: 11/15/06 Approved: R. KEMPKES SouNDTKaivsrr Date: 11/15/06 Scale: I /8 "= I —0" Filename: S59_9762AU30.dwg Contract No.: C 759 Date: 11/15/06 LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S I54TH ST STATION NORTH SURFACE PARKING LOT ARCHITECTURAL ENLARGED PLAN AT N / S PEDESTRIAN WALK Drawing No.: P762AU30 Sheet No.: 375 Rev.: 0 MATCH LINE - SEE 1 P7 03 (57) P762AUO2 JEW JO _MIME 0 NOTES: . SEE CIVIL DWG P762CA01 TO P762CA03 FOR LAYOUT INFORMATION. 2. SEE CIVIL DWG P762CGO I TO P762CG03 FOR GRADING I NFORMAT I ON. 3 SEE ELECTR I CAL DWG P762JP0 I FOR LIGHTING AND SYSTEMS INFORMATION. 4. SEE LANDSCAPE DWG P762LP00 TO P762LP02 FOR PLANTING INFORMATION. 5. SEE DWG P762AU0 I AND P762AUO2 FOR SIGN TYPES AND SEE P762AU52 FOR ST SIGNAGE SCHEDULE. 6. SEE IRRIGATION DWG P762LR00 AND P762LR20 TO P762LR2I FOR IRRIGATION INFORMATION. LEGEND: EJ AL # eq f 17,i MEI G SCORED JOINT PER THIS PLAN SCORED CONCRETE PAVEMENT SEE I/P762AU50 CONC CURB, SEE CIVIL DWG P762CX02 SCORED VEHICULAR CONC PAVEMENT, SEE CIVIL DWG P762CX02 LOCATE SCORED JOINT PER THIS PLAN 24 "x24" DETECHABLE PAVERS SEE SECTION 02780 EXPANSION JOINT SEE I/P762AU50 ALIGN SCORED JOINTS NUMBER OF EQUALLY SPACED SCORED JOINTS TYPE M I (PEDESTRIAN) LIGHT SEE NOTE 3. SEE ALSO DWGS P762CA02 AND P762CA03 FOR LOCATIONS HAND HOLE FOR PEDESTRIAN LIGHT SEE NOTE 3 PLANTED AREA SEE LANDSCAPE DWGS PER NOTE 4 0 ST SITE SIGNAGE, SEE NOTE 5 PASSENGER EMERGENCY TELEPHONE SEE NOTE 3 12 "X24 "X 12" DP CONC HANDHOLES SEE DWG P762JP0 I 8 4 CODE COMPLIANCE' E' 99R, VED JUN1)I '1 COO BUILDING D 0 8 16 ;; rFr 5 1... 1A SCALE I N FEET FEB 0 7007 XREF`S Resolved HA_2234H REG —DMH S59 P762AU_3 Unresolved L TSCALE 1 = a w • N o o N .. (0 CL c\1 M I di C!7 O N • a No. A STUB CONDUIT TO 6" BELOW HANDHOLE WITH GROUND BUSHING BASE COVER. TIGHTLY SECURE COVER TO POLE AND BASE PLATE. PROVIDE NO AIR SPACE BETWEEN COVER AND TOP OF GROUT. BOLT AND /OR SCREW COLOR SHALL MATCH POLE. +/- I " DEPTH TIGHTLY PACKED GROUT UNDER POLE BASE TO ENSURE FULL CONTACT WITH FOOTING (PROVIDE WEEP HOLE) 1/2" CHAMFER EXPOSED CORNERS SCALE: I " = I' - 0" I/4" WIDE SCORE JOINT 3/8" DEEP W/ EASED EDGES (NO TOOL MARKS). SEE NOTE I S % SLO TO D TYP - DIA Y WIDE CONTROL JOINT W/ EASED EDGES (NO TOOL MARKS). DEPTH TO BE Y4 OF CONC WALK THICKNESS, SEE NOTE I CONCRETE PAVEMENT SCALE: I " = I' ---0" B 2' - PEDESTRIAN LIGHT FOOT I N G 3" CLR. TYP. NOTE: I. REFER TO DWGS P762AU01, P762AUO2, AND P762AU30 FOR IDENTIFICATION AND LOCATIONS OF JOINTS. 2. SCORE /CONTROL JOINT SPACING I S APPROXIMATELY 2' O.C. 3. EXPANSION JOINT SPACING I S A MAXIMUM OF 15'. 4. PROVIDE EXPANSION JOINT AT INTERFACE WITH ADJACENT FACE OF VERTICAL ELEMENTS, SUCH AS WALLS AND CURBS, ETC. S (4) #5 REBAR, TYP C EDGE OF REINFORCED CONC FOOTING ORIENT POLE BASE BOLT PATTERN PARALLEL TO CURB OR WALK L I GHT POLE, SEE ELECTR I CAL DWG P762JP0 I ANCHOR BOLT PER MFG REC 3000 PSI CONC. FOOTING RIGID CONDUIT PER ELECTRICAL DWG P762JP01 #4 TIE BAR AROUND REBAR AT 10" TYP SUBGRADE COMPACTED TO 95% DENSITY OR UNDISTURBED NATIVE SOIL. REFER TO SPEC SECTION 02300 EXPANSION JOINT PER NOTE (NO TOOL MARKS) HOLD EXPANSION JOINT FILL MATERIAL Y4." BELOW PAVEMENT SURFACE. ROUND EDGES 1/2" IN RADIUS, TYP NATURAL CONC, BROOM FINISH, SEE SPEC SECTION 02770 PREMOLDED JOINT FILLER, SEE SPEC SECTION 02770 2" DEPTH 3/4" CRUSHED SURFACING TOP COURSE (CSTC) SUBGRADE COMPACTED TO 6" DEPTH AT 95% OR UNDISTURBED NATIVE SOIL. REFER TO SPEC SECTION 02300 Designed By D. SN I DER Drawn By J. CHOU 'necked By. K. SN I DER 11/15/06 Date By Chk. App. Revisions ISSUED FOR BID Approved By D. HEW 1 TT 1575 ( P762AU30 n P762AU01 REGISTERED ARCH ITE T F DAV . TT STATE OF WAS1NGiTN S Submitted: D STUB CONDUIT TO 6" BELOW HANDHOLE WITH GROUND BUSHING BASE COVER. TIGHTLY SECURE COVER TO POLE AND BASE PLATE. PROVIDE NO AIR SPACE BETWEEN COVER AND TOP OF GROUT. BOLT AND /OR SCREW COLOR SHALL MATCH POLE. +/- I " DEPTH TIGHTLY PACKED GROUT UNDER POLE BASE TO ENSURE FULL CONTACT WITH FOOTING (PROVIDE WEEP HOLE) 3 /g" EXPANSION JOINT CURB WHERE REQUIRED SEE P762CX02 CONC PVMT SEE DWG P762CP01 OR DETAIL I/P762AU50 AT 2 OCCASIONS INDICATED ON DWG P762A I-'I E ITT ARCHITECTS SCALE: I " = I ' -0" D. HEW I TT Date: L— S 11/15/06 Approved: E PLA I I I 2' -0" . — DIA. ! I I ' ' ' • SLOPE @ 1:12 SLOPE OF RAMP TO FOLLOW CURB SHOWN ON P762CG02 AND P762CG03 3 /5" EXPANSION JOINT R. KEMPKES S 3" CLR. TYP. SOUNDTRANSIT Date: 11/15/06 F MORTAR SETTING BED PER MANUFACTURERS SPECIFICATIONS REBATE IN CONC PAVEMENT AS REQUIRED TO RECEIVE DETECHABLE WARNING SURFACE AND SETTING BED C 3/4' RAMPED C I P CONC PAVEMENT --- LONGITUDINAL SECTION — I' - RAMPED CONC PAVEMENT SCALE: 3/4" = I ' - 0" EDGE OF REINFORCED CONC. FOOTING HELD 6" BELOW FINISHED GRADE ORIENT POLE BASE BOLT PATTERN PARALLEL TO CURB OR WALK L I GHT POLE, SEE ELECTR I CAL DWG P762JP01. ANCHOR BOLT PER MFG REC HOLD FOOTING 6" BELOW FINISH GRADE. POUR CONC PAVEMENT OVER FOOTING AND ENSURE COMPLETE COVERAGE AROUND ANCHOR BOLTS. FINISH GRADE OF CONC PAVEMENT CONCRETE PAVEMENT PER DETAIL I/P762AU50 AND DETAIL 2B /P762AU50(SIM) 3000 PSI CONC FOOTING CONDUIT PER ELECTRICAL DWG P762JP01 #4 TIE BAR AROUND REBAR AT 10" TYP (4) #5 REBAR, TYP SUBGRADE COMPACTED TO 95% DENSITY OR UNDISTURBED NATIVE SOIL. REFER TO SPEC SECTION 02300 PEDESTRIAN LIGHT FOOT ING I N CONC WALK (117 P762AU30 FLUSH; TOP OF TRUNCATED DOMES TO BE SET ABOVE ELEVATION OF ADJACENT PAVEMENT AND CURB 24 "x24" (NOMINAL) (YELLOW) DETECTABLE WARNING SURFACE SEE SPECIFICATION SECTION 02780 CEMENT CONC PAVEMENT SEE DETAIL I/P762AU50 Scale: AS SHOWN Filename: S59_P762AU50.dwg Contract No.: Date: C 759 11/15/06 S G 2% TYP S ' 7177.41740 1I-- • •' 0' -3' O' -6 2' —O" SCALE: 3/4" = I ' - 0" CONC PVMT SEE DWG P762CP0I CURB, SEE DWGS P762CA02, P762CA03, AND P762CX02 SLOPE 2 %, TYP. C I P CONC STRIP ADJACENT TO PARKING STALL THICKENED EDGE, SIM TO DETAIL 5/P762AU50 • .4 LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S I54TH ST STATION NORTH SURFACE PARKING LOT ARCHITECTURAL HARDSCAPE DETAILS H ASPH PVMT, SEE CIVIL DWG P762CX02 CURB, SEE CIVIL DWG P762CX02 EXPANSION JOINT CONC PAVEMENT, SEE I/P762AU50 THICKENED EDGE PLANTED BED / \ / \ //, /\ //' NOTE: I. SEE DWGS P762AU01 AND P762AUO2 FOR LOCATION OF EXPANSION JOINTS AND SCORED JOINTS. / P762AU30 P762AU01 REVIEWED FOR ODE COMPLIANCE PPS VE SUN 1 2008 Cat! O Tu4(v`iala BUILDING DIVISION CONC PAVEMENT, SEE DETAIL I/P762AU50 PLANTED BED VARIES I C I P CONC �� PAVEMENT AND PLANTING BED — CROSS SECTION 23/4 = I--O FEB o ?007 Drawing No.: P762AU50 Sheet No.: 376 0 Rev.: XREF'S Resolved HA„22,34H REC —DMH S59_P762AU....3 Unresolved LTSCALE 1 =1 z 0 2` -6" (MINIMUM) GS P762CA02 AND P762CA03 :AT ION OF FACES OF WAL LIMIT OF NO WORK ZONE I.5H: I V MAXI MUM SLOPE 0 No. IEE=ECIIE 01/24/08 Date TYPE I 6 CHAIN LINK FENCE MEMBER BRACE RAIL & TOP RAIL I.D. Pipe (Inches) ROUND Weight Per Foot (Pounds) 2.27 I' /4 . 31 2,27 LINE & BRACE POST 2 2 ROUND I.D. Weight Pipe Per Foot (inches) (Pounds) 3.65 3.65 END, CORNER, & PULL POST ROUND I.G. Pipe (Inches) 2'/2 Weight Per Foot (Pounds) 5.79 ALL POSTS LENGTH - B" S.Tg s -, NOT TO SCALE TOP OF WALL ELEVAT I ON VAR I ES SEE DWGS P762AU54, P762CG02 AND P762CG03 HOLD FIN GR OF TOPSOIL 2" BELOW TOP OF CAP TOP OF WALL TO BE LEVEL, SEE DWGS P762AU54 AND P762CG02 TO P762CG03 FOR ELEVATIONS. STEP TOP OF WALL AS INDICATED ON DWGS SOLID CAP UNIT (NO OVERHAN —FIN GR AT ASPHALT PAVEMENT VARIES, SEE CIVIL DWGS P762CG02 TO P762CG03 FOR ELEVATIONS > AND P762CX02 FOR DETAILS SLOPE VARIE 3H: I V MAX CONCRETE CURB, SEE P762CX02 FOR DETAIL SEGMENTAL CONCRETE RETA I N I NG WALL SCALE: 3/4" = I' ---0" By CHAIN LINK FENCE TYPE 1 (SET I N CONCRETE FOOT I NGS) (SEE DETAIL 2/P762AU51) Brace posts Line post End, gate or corner post Chk. Twisted and barbed selvage 0 w w p■` f tif / �j f t /f� �`'� t �� 11 4 • I I I I I I ISSUED FOR CONSTRUCTION App. Revisions -0 " / \// \ Nki " z Twisted and barbed selvage Brace past Pull post 5' -6" (MINI MUM) SLOPE VARIES, 3H: I V i///// ,_____ (MAXIMUM) DRAINAGE FABRIC AT TOP OF DRAINAGE FILL. PROVIDE I' OVERLAP DOWN BACK SID 0 F LL. SEE SPECIFICATION SECTION 02835 PLANTING SOIL PER LANDSCAPE DWG P762LD22 STANDARD CONCRETE FACING UNIT WITH PINNED VERTICAL STACKING. CONSTRUCT AS PER MFG SPECS SEE SPECIFICATIONS SECTION 02835 COMPACTED STRUCTURAL BACKF ILL. SEE SPECIFICATION SECTION 02300 DRAINAGE AGGREGATE PROVIDE A MINIMUM OF ONE AND ONE —HALF COURSES BELOW GRADE PERFORATED DRAIN PIPE. CONNECT TO STORM SYSTEM PER UTILITY AND DRAINAGE DWG P762UCO2 AND P762UCO3 COMPACTED CRUSHED SURFACING BASE COURSE SUBGRADE COMPACTED TO 95% OR UNDISTURBED NATIVE SOIL. REFER TO CIVIL SPECIFICATION SECTION 02300 Designed By D. SN I DER Drawn By: J. CHOU SNIDER HEWITT Checked By: K. Approved By: D. NOTES: I . REFERENCE SPEC I F I CAT ION SECTION 02820. 2. REFER TO CHAIN LINK FENCE MEMBER TABLE AT LEFT FOR SIZE OF POSTS AND RAILS. 3. SEE DETAILS I AND 2/P762AU53 FOR LOCATIONS OF FENCE POSTS. NOTE: I. PROVIDE CORNER UNITS TO CONSTRUCT 90 CORNERS. 2. FIELD M I TER CAPS AND FACING UNITS AT OBLIQUE CORNERS FACE OF WALL AT ARCO PROPERTY FIN GRADE AT WALL AT ARCO PROPERTY LIMIT OF NO WORK ZONE BOTTOM OF FOOTING AT WALL AT ARCO PROPERTY: APPROX I MATE EL 331.2 Submitted: l � 1 P782AU01 HEWITT ARCHITECTS D. HEWITT Date: • 01/24/08 Approved: CHAIN LINK FENCE TYPE Top rail Fabric bond Brace roil Truss rod :ti I I }+ End, gate or corner past Twisted and barbed selvage Brace post End p gee or corner post PROPERTY LINE CONC FOOTING • 6' H I GH WSDOT CHA IN Li NK FENCE TYPE I AND 4` H I GH WSDOT CHA IN L I NK FENCE TYPE 6 SET I N CONC FOOT I NG OR CONC WALL 6' HIGH CHAIN LINK FENCE TYPE I. FENCE AND POST PER DETAIL 4/P762AU5I PROVIDE SLEEVE AND FILL W/ NON — SHRINK GROUT TO ANCHOR POST FINISH GRADE, : SEE NOTE I NOTES: I. SEE DWGS P762CG02 TO P762CG03 FOR FINISH GRADE ELEVATIONS. 2. INSIDE DIMENSIONS OF SLEEVE TO BE NOT LESS THAN 1/2" GREATER THAN OUTSIDE DIMENSIONS OF POSTS. 3. SLEEVE TO BE SEAMLESS STEEL PIPE CONFORMING TO ASTM A53, TYPE S, GRADE A 6' HIGH CHAIN LINK FENCE I N CONC FOOTING (SECTION) SCALE: 3/8" = I ' -0" R. KEMPKES (SET I N CONCRETE WALL)(SEE DETA I L 3/P762AU5 I) Brace posts Line post MM N L INK F eel TYPE I (SET IN CONCRETE WALL) (SEE DETAIL 3/P762AU5 I ) Date: SOUNDTRANSIT 01/24/08 P762AU0 I Twisted and barbed selvage Brace post .. Pull post A 6' FENCE Scale: P u l l post Filename: S59J762AU5 I .dwg Contract No.: Date: C 759 11/15/06 • 6' HIGH CHAIN LINK FENCE TYPE I. FENCE AND POST PER DETAIL 4/P762AU5 I PROV I DE SLEEVE AND FILL W/ NON — SHRINK GROUT AS REQUIRED • 4 P762AU0 I FINISH GRADES, SEE NOTE I CONC WALL, SEE DWG P762SW0 I NOTES: I. SEE DWGS P762CG02 TO P762CG03 FOR FINISH GRADE ELEVATIONS. 2. SEE DWG P762AU53 FOR LOCATION OF POSTS AND SLEEVES. 3. INSIDE DIMENSIONS OF SLEEVE TO BE NOT LESS THAN 1/2" GREATER THAN OUTSIDE DIMENSIONS OF POSTS. 4. SLEEVE TO BE SEAMLESS STEEL P I PE CONFORM I NG TO ASTM A53, TYPE 5, GRADE A 5. PROVIDE 9' -8" POSTS AT LOCATIONS ADJACENT TO STEPS I N WALL 6' AND 4' HIGH CHAIN LINK FENCE 1 N CONC WALL (SECT I ON) SCALE: 3/8" = I ' -0" 4' FENCE RECEi •: i CITY OF TUKWILA MAR 1 3 2008 PERMIT CENTER AS SHOWN L INK L I GHT RA I L PROJECT SOUTH CORRIDOR S 154TH ST STATION NORTH SURFACE PARKING LOT ARCHITECTURAL HARDSCAPE DETAILS —REVIEWED-TOR E CODE COMPLIANCE (I'RD JUN 1 2008 BUILDING DIVISION 4' HIGH CHAIN LINK FENCE TYPE 6. FENCE AND POST PER DETAIL 4/P762AU5 I PROVIDE SLEEVE AND FILL W/ NON — SHRINK GROUT AS REQUIRED - CONC WALL, SEE DWG P762SW0 I FIN I SH GRADES, SEE NOTE I NOTES: I. SEE DWGS P762CG02 TO P762CG03 FOR FINISH GRADE ELEVATIONS. 2. SEE DWG P762AU53 FOR LOCATION OF POSTS AND SLEEVES. 3. INSIDE DIMENSIONS OF SLEEVE TO BE NOT LESS THAN 1/2" GREATER THAN OUTSIDE DIMENSIONS OF POSTS. 4. SLEEVE TO BE SEAMLESS STEEL PIPE CONFORMING TO ASTM A53, TYPE S, GRADE A ( e731 \ P762AU0I Drawing No.: P762AU5 I Sheet No.: Rev.: 377 0 XREF'S Resolved HA_2234H REG --DMH Unresolved l =/ L TSCALE 2 3 4 0 r7 0 3N �- • u7 0 cy .. CD 0 N ,ri � (0 0 ON i z- SIGN NIC (TO BE PROVIDED BY SOUND TRANSIT) SEE DETAIL /R402AU5I FOR FOUNDATION SCALE: I /2" = I' -0" SIGN TYPE ELEVATIONS SIGN TYPE: A I.0 (3) #4 REBAR AT 3' —O" LONG EACH WAY SCALE: I " I ` —O" PLAN NOTES: I. SEE DWGS P762AUO2 AND P762AU30 FOR LOCATIONS REBAR AT TYPE D2.0 SIGN BASE Submitted: REGULATORY SIGN TYPE: GI.6 HEWITT ARCHITECTS SIGN BY SOUND TRANSIT ANCHOR BOLTS BY SOUND TRANSIT (3) #4 REBAR AT 3'--0" LONG EACH WAY D. HEWITT SIGN BASE AND ANCHOR BOLTS BY SOUND TRANSIT CEMENT CONC PAVEMENT PER DETAIL I/P762AU50 BOTTOM OF SIGN P762AUO2 NOTE: SIGN AND CONNECTION TO SITE LIGHT POLE NIC (TO BE PROVIDED BY SOUND TRANSIT) FINISH GRADE DIRECTIONAL VEHICULAR SIGN LEGEND A1.0 — 02-1 /R402AU5 � C3.0 = SIGN TYPE 01 = SIGN MOUNTING TYPE I/R402AU51 = MOUNTING DETAIL 1 = INDICATION OF SIGN FACE SIGN MOUNTING TYPES 01 FREE STANDING WITH POST PROVIDED BY SOUND TRANSIT 02 ATTACHED TO POST OR STRUCTURE PROVIDED IN CONTRACT SIGN NOTES I. REFER TO SOUND TRANSIT "SYSTEM—WIDE SIGNAGE DESIGN MANUAL" (SECOND EDITION, SEPTEMBER 2004) FOR ADDITIONAL INFORMATION. 2. CONTRACTOR SHALL COORDINATE WITH SOUND TRANSIT SIGN INSTALLER ON SIZE, LOCATIONS & MOUNTING. 3. SEE DRAWINGS P762AU01, P762AUO2 AND R402AU30 FOR SIGN TYPES AND LOCATIONS. 4. SEE ELEVATIONS BELOW FOR GENERALIZED SIGN ELEVATIONS AND MOUNTING HEIGHTS. 5. ALL SIGNS SHOWN ON THIS DRAWING ARE PROVIDED AND INSTALLED BY OTHERS (N. I.C.). NOTE: SIGN AND CONNECTION TO SITE LIGHT POLE NIC (TO BE PROVIDED BY SOUND TRANSIT) FINISH GRADE SIGN TYPE: 03.0 DIRECTIONAL SIGN TYPE: D2.0 BOTTOM OF SIGN FINISH GRADE4 CODE COMPLIAKE . 1 0 A 1 3 008 E O 1 GD SIGN, POST AND CONNECTION TO POST NIC (TO BE PROVIDED BY SOUND SEE DETAIL 2/P762AU52 ISSUED FOR BID Revisions Designed By. D. SN I DER Drawn By. J. CHOU Checked By. K. SN I DER Approved By. D. HEWITT Date: Approved: Date: R. KEMPKES Scale: AS SHOWN Filename: S59_P762AU52.dwg Contract No.: LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S I54TH ST STATION NORTH SURFACE PARKING LOT ARCHITECTURAL ST SIGNAGE SCHEDULE AND DETAILS Drawing No.: P762AU52 Sheet No.: FEB 05 7007 POST � 6 , „ „ � � , „ � ���. 111 �_ t. —...t.— 6 —� 8 —0 8 ---0 8 ---0 TYP i REFERENCE DWG P762SX01 FOR CONCRETE WALL . )(REF'S Resolved HA...2234H REO-DMH S59_P762SW Unresolved LTSCALE l =l 0 0 u) W 0) N L0 0 o N.. N o0 %°0 30 CV ± 0 0 01/24/08 g ".."- 332 328 324 320 316 1+00 eq No. Date By Chk. App. Revisions PROPERTY LINE CHAIN LINK FENCE PER DWG P763AU5I 3/4 CHAMFER D 3 P" X i REVEAL FIN G 1+25 R S' -0" 8' -0" 8'_0'i POST TYP WALLS #2 AND #4 ELEVAT 1 ON (NORTH) H: 1 " =10' V: 1"=5' � a x 1+ TOP OF WALL ERENCE DWG P762SX02 FOR CONCRETE WALLS CONC WALLS 2, 3 AND 4 PER DWG P762SD02, P762SX01 AND P762SX02 1+75 F I N I SHED GRADE PER DWG P762CG02 TYP I CAL COND I T I ON AT TOP OF WALLS 2, 3 AND 4 ri SCALE: 3/4" = I' -0" Drawn By J. CHOU Checked By K. SN I DER Designed By D. SN I DER ISSUED FOR CONSTRUCTION Approved By. D. HEWITT v 2 +00 1 � 1 P762AU0 I Submitted: 2 HEWITT ARCHITECTS 6' —O" HIGH CHAIN LINK FENCE (TYP), SEE 25 ALIGN REVEAL WITH STEPS I N CONC WALL, TYP REVEAL AT TOP OF WALLS 2, 3 AND 4 SCALE: 3/4" = I'--0" D. HEWITT Date: 0 111111111111111111111•IMIIMMMOMMEMiniiiiiiiiMar' 11111 iNEENNMEMMENNIMEMIll." 1,11IPM i � �1111111.1111 r � r I 1 I11111111111•1111111111111111U 2 +50 CHAIN LINK FENCE PER DWG P762AU5 I CONC WALL PER DWG P762SX01 AND P762SX02 3 i X i REVEAL, TYP 01/24/08 H: V: Approved: n I " =10' I =5 340 336 332 328 324 320. 2+ 1 +00 5 R. KEMPKES WALL #3 ELEVATION (NORTH) SOUNDTRlWSR Date: 3+00 1 +25 WALL #3 SOUTH ELEVAT I ON SCALE: H: I "= I 0' SCALE: V: I " =5' 0I/24/08 Scale: 4' —O" HIGH CHAIN LINK FENCE (TYP), SEE P AS SHOWN Filename: S59_1 Contract No.: Date: C 759 'I S 3+'5 I +50 G I +75 3 +50 n P762AU0 I • RECEivED CITY OF TUKWILA MAR 13 2008 PERMIT CENTER L I NK L I GHT RA I L PROJECT SOUTH CORRIDOR S 154TH ST STATION NORTH SURFACE PARKING LOT ARCHITECTURAL ARCH I TECTURAL ELEVAT I ONS AT WALLS 3 AND 4 H Thal JENNE-6-0)4-- C®MPL` 6" cO�R aaV .11.11\1 1 2O City Of 110113 ON � 03 10 Y-�- --�� Sheet No.: 379 XREF'S Resolmd S59.. P762AUL3 HA_..2234H REC-DMH Unresolved LTSCALE I== I 0 CP N - o , to a N .. Co na a) o ! � 0 o Z 0 No. 0 I /24/08 Date By TOW 331.53 1 1 1 J. 1 1 FIN GR 329.03 Chk. 23 App. ISSUED FOR CONSTRUCTION Revisions TOW 331.53 FIN GR 329.03 Designed By. D. SNIDER Drawn By. J. DUMLER C By. K. SN I DER Approved By D. HEW I TT Submitted: 82 -6" I EXCAVAT I ON AND CONSTRUCTION OF WALLS I N THIS AREA IS L{MITED TO 25 -FOOT SEGMENTS. SEE SPECIFICATIONS SECT I ON 02835 FOR DETAIL I I .. --- _.i•____I•I ∎M■MM1•■ ■■i■■i■ ■■ ■ ���■■ ��■ ir������■■ ��■■ ���������■■ ���������■ r������������� ■■i�■■���■■����■--- - - - - -- __ter_.■ _��■■����■�r■■ ------ ■�■■i■��■■��� -- --- -�-- -- -. r r r r r r r r r r r r r r r r r r r r r r r r r r ., i... "" 1 ". 1. . 1 ` .1- r 1_ 7 nr 7 nr -1- 77 nr - r 1 ni r" 7 -J._ 7 _.1 - -- . x_ 77 - I- J. ^.r..^.L...- w.rinrA- - r-"J- nr-Ln- -1- 1 .1. 1 .. -1-- 1__1__.1-_-- L- -1...._1-- 3. --J., -A-- 1_- 1-- 1-- 1-- 1-- 1-- 1__.1...`.. 1 1 ...1_ -11- ..L.. 1 _L 1 ..L.. 1 1 L . .,L 1 1 _L. . ...L.. 1 1 1 ...L L 1 _4_ 1 1 _1,. -11- 1 1 J... .J.. 1 J, HEWITT ARCHITECTS D. HEW I TT 156' -0" Date: 0I/24/08 Approved: TOW 329.5 TOW 333.2 TOW 331.5 TOW 333.5 FIN G T- 331.04 1 1 1_ 3 11 1 1 1_ 3 11 1 1 1_ 3 11 20 1_ 3 11 r w w w r TOW 330.8. TOW 331.53 TOW 331.5 TOW 330. I • TOW 330. I • TOW 330.8 • _� TOW 329.52 .. r ..�m� ■■fii�������■��r�r■ ■I[•rlI■�I __1A■�I ■■■ I�■1 L1�■■ __ ■I•■t Al 0■,,,,r.r...� -- � ������ � �I�� �'� " ^�.� T T T T .J -1 ■ T T T -T • - L. L,_L __1 - - _ 1 1 _i ' 1 J .1.. T T T _ _ 1 ... L 7 _ 7 ...L,_L 7 _L... r _l... __1....- 1_._1__1- _1_...1 r- -- 1_,- .1-- -4-- 1-- 1 - -1 - -J FIN GR 329.03 7- L 7- L. - L 7 _L T_ FIN GR 327.02 SOUNDTRANSIT _ 1 1 1 1 1 F 11 GR Y- 330.70 Date: R. KEMPKES I 0 I /24/08 pScale: Date: 8 1_ 3 11 81_311 � . 81_311 TOW 334.2 TOW 333.5 1. - - -- FIN GR 327.69 FINISH GRADE BASE COURSE r - r - r- - r - - -r .l L L L L_ L .7 T T T L L .7 L L - I r � 1 1 J 4 _1- _L - .5 FIN GR 333.38 F I N GR 332 FINISH GRADE BASE COURSE 33 • - r -r - r -r -r 7 - L 7 .,, J- ...1_�1 1- - 1__1__ � , FINISH GRADE BASE COURSE WALL 1 AS SHOWN Filename: S59_1 Contract No.: WALL I SCALE: 3/ I 6" C 759 I1/15/06 = TOW 335.5 TOW 334.8 TOW 334.2 TOW 334.88 54' -0" SCALE: 3/16" = 11_0" FIN GR 328.36 = 11 -0" TOW 332.8 TOW 332.2 41' it 8 1_ 3 " TOW 336.2 TOW 335.5 -r - r rs- r.il_r J11 ...L J .1 J FIN GR 333,38 FIN GR 334:22 SCALE: 3/16 WALL 1 - NORTH ELEVATION n u � u P76 = I -0 `� 8 1, 311 TOW 333.5 TOW 332.87 T '- 1 - 1 _ ! _1_ ! ..'.1 . L 1 FIN GR 330.37 TOW 336.22 8 1_ 3 " TOW 333.54 - EAST ELEVATION 8 1_ 3 1 - r - - _i__1__1__1_ L 1 NK LIGHT RAIL PROJECT SOUTH CORRIDOR S 154TH ST STATION NORTH SURFACE PARKING LOT ARCHITECTURAL ARCH I TECTURAL ELEVAT I ONS AT WALL I FIN GR 331.04 NOTE: SEE SECTION -02835 FOR REQUIREMENTS REGARDING SURVEILLANCE OF ADJACENT STRUCTURES DURING CONSTRUCTION OF THIS WALL. ( P762AUDI COKAIR OP VIE .0 1 20 - NORTH ELEVATION P762AUO2 RECE t . CITY OF TUKVVILA MAR 13 2008 PERMIT CENTER FIN GR 334.8' Sheet No.: 380 FIN•GR 331.1 I N GR 329.0: Drawing No.: P762AU54 Rev.: 0 XREF'S Resolved S55_N76_CP HA_2234H REG —MY S59_P762AU S59 S59_P762JL S59_R402CA X560rx X560sf Unresolved L TSCALE / —/ N 0 N) w r��y V• N O c 0 0 ri g N 3333 aD a � IL �t7 «gin 0 o _— No - -•• r ��7pr � rer_ —r r= _:,017e10F ._. p _ar•••�! `_ �r rr! zrA . wit WOM wain �.r Br"' J / / w r r i i I 3333.. Y11.: � 3/ r '/ �/ Ara F FY JAW rtir ir iyris f/ O I ir Ar A F- ir % /% III lorAellv ` r frff 11/15/06 Date A -e3rd _:.1 3 .... ` `:. ISSUED FOR BID L � B T 0 Drawn By PE III LANDSCAPE PER I METE Designed By. J. YAMAGUCH I K. SASAK I Checked By. K. NAKANO Approved By. J. YAMAGUCH I C >pogo R40 24 +00 — - UL - 0 w w U >- TYPE I LANDSCAPE PERIMETER KEY PLAN SCALE: I n = STATE OF WASHINGTON REGISTERED DSCF' ARc cr MAS.A .SHI; Y , • 11C I a 4F1 • . 0. 371 a ... 7n ,...n......... Submitted: FACE OF .. ; 3333 .... .............::.:.............. LIMIT OF PERIMETER LANDSCAPE REQUIRED AREA OF REQUIRED RESTORATION LANDSCAPE .__...�.......__........ __3333 .... .............. -- - �.....__...__....._�.........., E` ARCHITECTS D. HEW I TT R40 22 +00 SEE DWG P762LP02 TYPE II LANDSCAPE PERIMETER (e .r ) P762LP00 Date: SEE DWG P762LPOI r T f NAKANO Landscape Az:Meets • BUILDING AT POTENTIAL FUTURE GARAGE R402LP02 AND R402LP MATCH . _ ... L _ . INE 300 Fest like, Suite 2000 tel 206 292 9392 Sege WA 98122 fax 206 292 9640 Approved: LLC 1 • R. KEMPKES R40 20+ Date: -, SOUNDTRANSIT _ 1 40 20 0 SCALE IN FEET Scale: Contract No.: Date: 40 f "=40 Filename: S59_P762LPOO.dwg C759 11/15/06 r- 80 LANDSCAPE REQUIREMENTS PER CITY OF TUKW I LA MUN I C I PAL CODE PERIMETER LANDSCAP I NG I N RC ZON I NG PER TMC 1 8.24.080, 18.52.020 AND 18.52.030. 7,757 SF PROVIDED. TYPE I LANDSCAPE (SOUTH SIDE OF PARKING LOT) 263 LINEAL FEET 9 TREES REQUIRED 9 TREES PROVIDED 38 SHRUBS REQUIRED 38 SHRUBS PROVIDED TYPE II LANDSCAPE (WEST SIDE OF PARKING LOT) 318 LINEAL FEET 16 TREES REQUIRED 16 TREES PROVIDED 64 SHRUBS REQUIRED 64 SHRUBS PROVIDED TYPE III LANDSCAPE (EAST AND NORTHEAST SIDE OF PARKING LOT) 452 LINEAL FEET 23 TREES REQUIRED 33 TREES PROVIDED SHRUBS 5-8' TALL /FENCE /WALL REQUIRED INTERIOR LANDSCAPING IN PARKING LOT PER TMC 1 8.52.035.3. REQUIRED: 2,430 SF (162 SPACES AT 15 SF EACH) PROVIDED: 7,810 SF (INCLUDING 1,165 SF PEDESTRIAN PAVING) NOTE: I . REFER TO DRAWING P762AU0 I FOR A D D I T I O N A L INFORMATION 2. FOR COMPLETE PLANT SCHEDULE AND NOTES REFER TO DWG. P762LD2I. LANDSCAPE AREA (WITHIN PROPERTY) LANDSCAPE RESTORATION AREA (ADJACENT TO PROPERTY) LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S I54TH ST STATION NORTH SURFACE PARKING LOT KEY PLANS, NOTES AND LEGEND FEB 05' 7007 ER Drawing Drawing No.: P762LP00 Sheet No.: 381 : It ��,�,,- Rev.: 0 1 XREF'S Resolved HA_2234H REG -MY S59._P762AU S59_P762CP S59_..P762JL S59_P762LP S59_R402CA X560rx X560sf Unresolved S59,,..R402CA_3 L TSCALE I =l �r- 0 N) W 0 cn N • cn o O ❑.. N .. c0 to cri co co o o 0 - 0 No. 11/15/06 Date By Ch k. App. SYMBOL LEGEND ISSUED FOR BID Revisions • • • • • { • too 1041 L ose 7 Oil" ;4:0,1 41t � 116 L 7 10 I • v* _ - qw. .�_ t ti -`' r 4.7 1 14TyWkflitA Jiff C rowe- . Y� • • • 1 • • 0001 • 000004'4;44 • 41 Gab � _ 6oMeeaTnntieae04*R;attadart • �, is � � _.AEI r _� - ' 1- . %w - _ - ita ei ON A 1!la , ` .6k t1■ ' ��� I \ !i► _ Il. \I \I MMO II I l� /lam \1. •� 4 r4 ra 1 " �y'I,W �Y r. � wvwv�.r tite r .� +7 �-•�+ •• AIEWIL • r� nr 0 In fO Q I mam T. issi211) tr-afrigill 1111111011:110111111:8V ____ j -441 I 20 b. JAW. ■■■..■ I WiteA20 - 4:1:0ii.in g e.• A ) i 1 3- 10:41 ati JI M TCH L I I NE �- SEE D WC P762LP02 x X X X X •.X.., X X X X X 0 0 a 410. !1 A304 1111 to. 47. � ■ ■ ■■ CIFINtar■ &_ 71 x BOTANICAL NAME 0 0 0 TREES ACER PLATANOIDES 'CRIMSON KING ACER CRCINATUM ACER RUBRUM 'ARMSTRONG' CHAMAECYPAR I S OBTUSA 'GRAC I L I S' FRAX I NUS OXYCARPA ' RAYWOOD' PYRUS CALLERYANA 'CHANTICLEER' THUJA OCCIDENTALIS 'EMERALD' LARGE SHRUBS CORLUS CORNUTA CALIFORNICA HAMAMEL I A X I NTERMED I A PHOTINIA GLABRA MEDIUM SHRUBS 0 ROSA RUGOSA 'HENRY HUDSON' O VIBURNUM T I NUS 'DWARF' C: Designed By. J. YAMAGUCH I Drawn By. Checked By. K. NAKANO Approved By. J. YAMAGUCH I • K. SASAK COMMON NAME CRIMSON KING MAPLE VINE MAPLE ARMSTRONG MAPLE HINOKI FALSE CYPRESS RAYWOOD ASH FLOWERING PEAR EMERALD ARBORITAE WESTERN HAZELNUT WITCH HAZEL JAPANESE PHOT I N I A HENRY HUDSON RUGOSA DWARF LAURUST I NUS STATE OF WASHINGTON REGISTERED ARCH r CT x x x x x x x x x x x x x x x x Submitted: PLANTING PLAN (NORTH) SCALE: I "= 20' SYMBOL BOTANICAL NAME 0 0 HE\NITT ARCHITECTS D. HEW I TT - x X x x �X x x x x x x x x X XXXxXxXxXXXX XxX, LOW SHRUBS MAHON I A AQU I FOL I M 'COMPACTA' PRUNUS LAUROCERASUS 'OTTO LUYKEN PYRACANTHA COCCINIA 'LOWBOY' TAXUS CUSP I DATA 'MONLOO' GROUND COVERS ARCTOSTAPHYLOS UVA -URS COTONEASTER HORIZONTALIS 'PURPUSILLUS' RUBUS PENTALOBUS 'EMERALD CARPET' NAKANO Landscape Architects 300 tae, Suite 2000 tal 206 292 9392 Searle PTA 98122 t■c 205 292 9640 Date: Approved: 11/15/06 LLC X X x X X X X X X X X X X X X r� .rte x . .... RESTORATION LANDSCAPE (r\ P762LP01 COMMON NAME COMPACT OREGON GRAPE OTTO LUYKEN LAUREL FIRETHORN SPREADING YEW KINNIKINNICK ROCK COTONEASTER EMERALD CARPET BRAMBLE R. KEMPKES r� X X X X X X X X X X X X X X X X X X X X X X X SouruDT�usrr Date: 11/15/06 • Scale: Dat Contract No.: X ` X X X X X X X X X yy " =20' Filename: S59_P762LP0I .dwg C 759 11/15/06 LIMIT OF PERIMETER LANDSCAPE REQUIRED. SEE SHEETS P762LP00 & P762AUOI FOR MORE I NFORMAT I ON. X X X X . X X X X X o X X X X X X x x X X X X X SYMBOL ITEM 4 I 20 10 0 POLE MOUNTED LIGHTS M-01 I MIAN PEDESTRIAN LIGHT SCORED CIP CONC WALK 0 20 SCALE I N FEET NOTE: FOR COMPLETE PLANT SCHEDULE AND NOTES REFER TO SHEET P762LD21 L INK L I GHT RAIL PROJECT SOUTH CORRIDOR S I54TH ST STATION NORTH SURFACE PARKING LOT PLANTING PLANS (NORTH) 40 CODE. COW PACE. Drawing No.: Sheet N FEB 0 5' ?007 P762LPOI 382 0 Rev.: XREF'S Resolved S55._.N76_CP S59_°762JL HA_2234H REG -MY S59 P762AU S59._,P762CP S59_P762LP S59_R402CA X560rx XS60sf Unresolved L TSCALE I = 5 0 1) w 0 1 N • N v O p C N .. N cn ■ 0 11/15/06 A No. bate By Chk. App. B C oo- 0000 �oo�v�: r::k4 r o 03Qs — moommeclo r- ► 1 ► 1 , �o re -0- a 0001 Pat Nis etkir f °411 o40 # „AI : .mil IliI :RPM a R4 ii SYMBOL • i .L ip.. 3.... 26+ LEGEND 0 1 o ir � f , NI_J 0 0 0 0 BOTANICAL NAME A* Art 0 TREES ACER PLATANOIDES 'CRIMSON KING' ACER CIRCINATUM ACER RUBRUM 'ARMSTRONG' CHAMAECYPAR I S OBTUSA 'GRAC I L I S' FRAX I NUS OXYCARPA ' RAYWOOD' PYRUS CALLERYANA 'CHANTICLEER' THUJA OCC I DENTAL I S 'EMERALD' LARGE SHRUBS CORNUS STOLON I FERA CORLUS CORNUTA CALIFORNICA HAMAMEL I A X I NTERMED I A MEDIUM SHRUBS ROSA RUGOSA 'HENRY HUDSON' VIBURNUM T I NUS 'DWARF' ISSUED FOR BID Revisions COMMON NAME 0© 1 I I 1 CRIMSON KING MAPLE VINE MAPLE ARMSTRONG MAPLE HINOKI FALSE CYPRESS RAYWOOD ASH FLOWERING PEAR EMERALD ARBORITAE RED TWIG DOGWOOD WESTERN HAZELNUT WITCH HAZEL HENRY HUDSON RUGOSA DWARF LAURUST I NUS Designed By J. YAMAGUCH I Drawn By K. SASAK I Checked B,y. K. NAKANO Approved By J. YAMAGUCH I r R40 24 +0C R.O.W. FRONTAGE LANDSCAPE, SEE SHEET R402LP03. STATE OF WASHINGTON REG : fir' .•��„�� WSA SHI C F1c uCHI O. 371 0 SQUTHCEN TER BLVD. 0 Submitted: • SYMBOL BOTANICAL NAME L F === ...— • SCALE: I "= 20' HEW/ITT ARCHITECTS D. HEW I TT Date: • LOW SHRUBS MAHON I A A Q U I F O L I M 'COMPACTA' PRUNUS LAUROCERASUS 'OTTO LUYKEN' PYRACANTHA C O C C I N I A 'LOWBOY' TAXUS CUSP I DATA 'MONLOO' GROUND COVERS ARCTOSTAPHYLOS UVA —URSI COTONEASTER HORIZONTALIS 'PERPUSILLUS' RUBUS PENTALOBUS 'EMERALD CARPET' ff NAKANO Landscape Malteds 11/15/06 1 I© PLANTING PLAN (SOUTH) COMMON NAME 300 East Pike, Suite 2000 te1 206 292 9392 Seattle WA 96122 fax 206 292 9640 Approved: wwwwww ww vrwwww Ili Ilk w w Ilk ilk w Ilk �r �r ► r ��►: er4t '►V► VAT.Pt.TM IMMl tant:,,1 _. .. ,g roo, #Ar pg 1 Pa: d F rw il ill fig P762LP02 COMPACT OREGON GRAPE OTTO LUYKEN LAUREL FIRETHORN SPREADING YEW KINNIKINNICK ROCK COTONEASTER EMERALD CARPET BRAMBLE ILC co 00 �10l0l'l4l�l� � l �ll�l 1r.4���1 /�.W1C S , b • � / y� II II UI rag Aunp- R. KEMPKES 14 r r /r/ �� s MA Date: X 40 22+00 CH 1 NE—SEE D WGS R402LP02 AND R402LP03 LIMIT OF PE I METER LANDSCAPE REQUIRE E D. SEE SHEETS P762LP00 & P762AU01 FOR MORE INFORMATION. MA TCHL I NE- `rSEE DWG P '62L PO I T souruurwaNSrr ti rf ' •t � ?N' /4 ....... b I POLE MOUNTED LIGHTS 0 11/15/06 Scale: Filename: S59...._P762LP02.dwg Contract No.: Date: SYMBOL ITEM ffiN PEDESTRIAN LIGHT SCORED CIP CONC WALK "=20' C759 11/15/06 NOTE: FOR COMPLETE PLANT SCHEDULE AND NOTES REFER TO SHEET P762LD2I 20 10 L I NIA L I GHT RAIL PROJECT SOUTH CORRIDOR S 154TH ST STATION NORTH SURFACE PARKING LOT PLANTING PLANS (SOUTH) 0 R4C 2C 20 SCALE IN FEET FEB 0 5 7007 Drawing No.: Sheet No.: 383 i r 0 40 P762LP02 Rev.: XREF'S Resolved HA_2234H REG ---Af Y Unresolved L TSCALE I = h- a to w c 0 0- • N p 0 N .. CO Cl- C 1 O 0 A B C D E 0 F 0 G 0 H PLAN QTY SYMBOL 15 19 9 48 2 8 69 19 14 33 7 148 33 48 5,918 SF 2,837 SF 4,362 SF PLA QTY 73 8 1,217 774 3,262 SF 9, 172 SF 0 11/15/06 No. Date B T SCHEDULE (NORTH SURFACE PAR 0 0 rrr( • 0 Ch k. BOTANICAL NAME TREES ACER PLATANOIDES 'CRIMSON KING' ACER CIRCINATUM ACER RUBRUM 'ARMSTRONG' CHAMAECYPAR I S OBTUSA 'GRAC I L I S' FRAX I NUS OXYCARPA ' RAYWOOD' PYRUS CALLERYANA 'CHANTICLEER' THUJA OCC I DENTAL I S 'EMERALD' LARGE SHRUBS CORYLUS CORNUTA CALIFORNICA HAMAMEL I S X I NTERMED I A PHOTINIA GLABRA MEDIUM SHRUBS 141 0 ROSA RUGOSA 'HENRY HUDSON' 175 Q V IBURNUM T I NUS 'DWARF' COMMON NAME CRIMSON KING MAPLE VINE MAPLE ARMSTRONG MAPLE HINOKI FALSE CYPRESS RAYWOOD ASH FLOWERING PEAR EMERALD ARBORVITAE WESTERN HAZELNUT WITCH HAZEL JAPANESE PHOT I N I A HENRY HUDSON RUGOSA DWARF LAURUST I NUS LOW SHRUBS MAHON I A AQU I FOL I UM 'COMPACTA' COMPACT OREGON GRAPE PRUNUS LAUROCERASUS 'OTTO LUYKEN' OTTO LUYKEN LAUREL PYRACANTHA COCC I N I A 'LOWBOY' F I RETHORN TAXUS CUSPIDATA 'M ONLOO' SPREADING YEW GROUND COVER ARCTOSTAPHYLOS UVA —URSI KINNIKINNICK COTONEASTER HOR I ZONTAL I S 'PURPUSILLUS' ROCK COTONEASTER RUBUS PENTALOBUS 'EMERALD CARPET' EMERALD CARPET BRAMBLE \IT SCHEDULE (SOUTHCEN SYMBOL BOTANICAL NAME TREES ACER RUBRUM ' BOWHALL' FRAX I NUS OXYCARPA ' RAYWOOD' TER BLV VIED IAN COMMON NAME BOWHALL RED MAPLE RAYWOOD ASH EVERGREEN SHRUBS PRUNUS LAUROCERASUS 'OTTO LUYKEN' OTTO LUYKEN LAUREL DECIDUOUS SHRUBS 283 0 CORNUS STOLON I FERA 'KELSEY I ' 306 0 POTENTILLA ATROSANGUINEA 'G I BSON'S SCARLET' GRASSES PENNISETUM ORIENTAL GROUND COVERS FRAGARIA CHILOENSIS ARCTOSTAPHYLOS UVA—URS I KELSEY DOGWOOD CINQUEFOIL FOUNTAIN GRASS NOTE: I. ALL LANDSCAPE MEDIANS SHALL BE IRRIGATED. ISSUED FOR BID Revisions WILD STRAWBERRY KINNIKINNICK < I NG LOT - P762LP0 I , LP02) Designed By J. YAMAGUCH I Drawn By: K. SASAK I Checked By: K. NAKANO Approved By: J. YAMAGUCH I SPACING AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN 5 GAL. AS SHOWN 30 " -36" HT. or 5 GAL. AS SHOWN 5 GAL. AS SHOWN 5 GAL. 24" 0.C. 2 GAL. AS SHOWN 36" O.C. 36" O.C. 36" 0.C. 18" 0.C. 36" O.C. 18" O.C. SPACING AS SHOWN AS SHOWN SIZE 3" CAL. 3" CAL. 3" CAL. 7 3" CAL. 8'— 10' 7 1_ 8 1 5 GAL. 5 GAL. 2 GAL. 5 GAL. I GAL. I GAL. I GAL. - R402LPO4 -- LP 12) SIZE 3" CAL. 3" CAL. 30" OC 5 GAL., 18 " OC 24 ' OC 2 GAL. 2 GAL. 18" OC 3 GAL. 18" OC I GAL. AS SHOWN I GAL. a7 A STATE OF WASHINGTON ■ MASA '4SHI • cERTt NO. UCHI 371 COMMENTS UN I FORM HT. & FORM, EVEN BRANCHING MULTI TRUNKED, MIN. 3 CANES UN I FORM HT. & FORM, EVEN BRANCHING B &B UN I FORM HT. & FORM, EVEN BRANCHING UN I FORM HT. & FORM, EVEN BRANCHING B &B COMMENTS UN I FORM HT. & FORM, EVEN BRANCHING UN I FORM HT. & FORM, EVEN BRANCHING Submitted: HEWITT ARCHITECTS D. HEW I TT Date: 41 193 151 263 32 1,161 56 129 138 11/15/06 PLA QTY 36 10 14 35 7 9 1,410 SF 4,356 SF 8118 SF 300 Bast Pike, Suite 2000 tel 206 292 9392 Seattle WA 98122 fax 206 292 9640 wwwr � T SCHEDULE (R4O2LPOI, R402LP02, R402LP03, R502LP0 I , A O Approved: SYMBOL BOTANICAL NAME 0 24 +, r rl GENERAL LA NAKANOASSOC!AT Landscape Arddtects TREES FRAXINUS PENNSYLVAN I CA 'MARSHALL SEEDLESS' FRAX I NUS OXYCARPA ' RAYWOOD' L I QU I DAMBAR STYRAC I FLUA ' WORPLESDON' PYRUS CALLERYANA 'CHANTICLEER' RHUS TYPHINA LARGE SHRUBS CORYLUS CORNUTA CALIFORNICA LOW SHRUBS BERBERIS THUNBERGII 'ATROPURPUREA' CISTUS CORBARIENSIS ESCALLONIA FRADESII EUONYMUS ALATUS 'COMPACTA' MAHON I A AQU I FOL I UM 'COMPACTA' PRUNUS LAUROCERASUS 'OTTO LUYKEN' ROSA RUGOSA VIBURNUM T I NUS 'DWARF' CISTIS CORBARIENSIS 1/3 EUONYMUS ALATUS 'COMPACTA' I/3 CORNUS STOLONIFERA I/3 CISTUS CORBARIENSIS W I LDFLOWER HYDROSEED \ DSCAPE R. KEMPKES � CTES SouNDTris1r Date: 11/15/06 Scale: Contract No.: Date: COMMON NAME Filename: S59— P762LD2I.dwg GREEN ASH RAYWOOD ASH WORPLESDON SWEETGUM FLOWERING PEAR STAGHORN SUMAC WESTERN HAZELNUT SPACING SIZE AS SHOWN 5 GAL. JAPANESE BARBERRY WHITE ROCKROSE FRADES ESCALLONIA 36" WINGED EUONYMUS 42" OREGON GRAPE 36" OTTO LUYKEN LAUREL 36" O.C. RUGOSA ROSE (WH I TE VAR.) AS SHOWN DWARF LAURUST I NUS 24" O.C. WHITE ROCKROSE AS SHOWN WINGED EUONYMUS REDTW I G DOGWOOD WHITE ROCK ROSE WILDFLOWER M I X I . LAYOUT OF PLANTS SHALL BE APPROVED BY RESIDENT ENGINEER PRIOR TO PLANTING. 2. PLANT MATER I AL LAYOUT MAY REQU I RE ADJUSTMENT TO ACCOMMODATE STRUCTURES, OBSTACLES, UTILITIES. ETC. NOTIFY RES I DENT ENGINEER OF PROPOSED CHANGES. 3. SHRUBS AND GROUNDCOVERS SHALL BE PLANTED M I N. OF 24" FROM TRUNK OF ALL NEW TREES, MEASURED FROM CENTER TO CENTER. 4. VERIFY LOCATION OF ALL BELOW GRADE UTILITY LINES & STRUCTURES AND PROTECT DURING CONSTRUCTION. 5. ALL LANDSCAPE AREAS SHALL RECE I VE TORSO I L. 6. ALL LANDSCAPE PLANTING BEDS SHALL RECEIVE MULCH. 7. ALL LANDSCAPE AREAS SHALL BE I RR I GATED WITH AN AUTOMATIC SPRINKLER AND /OR DRIP IRRIGATION SYSTEM. NTS C 759 11/15/06 AS SHOWN 3" CAL. AS SHOWN 3" CAL. AS SHOWN 3" CAL. AS SHOWN 8'— 10' AS SHOWN 42" 0.C. 0.C. 0.C. O.C. GROUND COVER ARCTOSTAPHYLOS UVA —URSI KINNIKINNICK 18" 0.0. RUBUS PENTALOBUS 'EMERALD CARPET' EMERALD CARPET BRAMBLE 18" 0.C. co lkt 5 GAL. 5 GAL. 5 GAL. 5 GAL. 2 GAL. 5 GAL. 5 GAL. 2 GAL. 5 GAL. 18 " -24" 42" 0.C. I8 " -24" 18 " -24" I GAL. I GAL. LANDSCAPE PLANT SCHEDULE COMMENTS LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S I54TH ST STATION \D R502LP02) UN I FORM HT. & FORM, EVEN BRANCHING UN I FORM HT. & FORM, EVEN BRANCHING UN I FORM HT. & FORM, EVEN BRANCHING UN I FORM HT. & FORM, EVEN BRANCHING Drawing No.: Sheet No.: FEB 09 7007 IiL P762LD2I 384 0 Rev.: XREF'S Resolved HA_2234H REC —MY Unresolved L TSCALE I—I 2 3 4 0 5 N c 1,0 w 0 CT N c o� N .. o I Cri cn ° I O _ - A 0 )d B 0 C D 0 E 0 F G H FINISH GRADE VARIES. 3H: IV MAX. (SEE DWG P762CG02) 2" MULCH TOPSOIL 0 No. DETA I L LANDSCAPE FILTER FABRIC, MIRAFI 140 WASHED PEA GRAVEL 4" PERF PIPE, SEE DWG P762UCO2 SECTION SCALE: NOT TO SCALE Ch k. A . Revisions ISSUED FOR BID I Ol SOIL PROFILE AT RETAINING WALL P762LD22 SECTION OF ROOTBALL DETA I L SCALE: NOT TO SCALE 5 P762LD22 (I) 2" D I A. WOOD STAKE DRIVEN TO REFUSAL. SECURE TO TREE WITH PLASTIC TREE TIE; (2) WOOD STAKES FOR TREES OVER 10' HT. POINT TOP OF STAKE TOWARD PREVAILING WIND. SET ROOTBALL CROWN I " ABOVE FINISH GRADE MULCH: 2" DEPTH, ALLOW 2" CLEAR FROM TRUNK FINISH GRADE 3" HEIGHT SOIL SAUCER. BACKF I LL SCARIFY SUBGRADE REMOVE BINDING FROM TRUNK, REMOVE BURLAP FROM TOP 2/3 OF ROOTBALL. EVERGREEN TREE PLANTING SECTION DETA I L I IlI,;I1ITT]] 111,lil,;,ll _Ill I .1 WIDTH OF PLANTING PIT = 2X WIDTH OF ROOTBALL SCALE: NOT TO SCALE P762LD22 PLANT SHRUBS AT I " ABOVE LEVEL GROWN I N NURSERY. PLANT GROUNDCOVERS AT LEVEL GROWN AT NURSERY. MULCH LAYER: 2" DEPTH. ALLOW 2" CLEAR FROM TRUNK /STEM. FINISH GRADE REMOVE BINDING FROM TRUNK, PULL BURLAP BACK TO SIDES TO ROOTBALL. EXPOSE NO BURLAP TO SURFACE AFTER BACKF I LL I NG. SHRUB PLANTING TOP SOIL SCARIFY SUBGRADE I MAX. �- z N — --f SECTION DETA I L SCARIFIED SUBGRADE SECTION DETA I L I 1/15/06 Date By P Checked By. K. NAKANO Designed By. J. YAMAGUCH I Drawn By. A. BATEMAN Approved By. J. YAMAGUCH I WALLS #3 AND # (SEE DWG P762SW0I AND DETAIL B /P762SD02) MIN 2x WIDTH OF ROOTBALL SCALE: NOT TO SCALE SCALE: NOT TO SCALE C� CA 6 P762LD22 TYP. SPACING PER LANDSCAPE PLAN STATE OF WASHINGTON REGISTERED E ARC CT DC 0. 371 2 P762LD22 TREE STAK I NG TIES (2) 2" D I A WOOD STAKE. ALIGN STAKES TO RESPOND TO PREVAILING WINDS. TREE ROOTBALL. SET ROOT CROWN I " ABOVE FIN I SH GRADE. MULCH: 2" DE:PTH ALLOW 2" CLEAR FROM TRUNK. FINISH GRADE 3" HEIGHT SOIL SAUCER. INSTALL T EDGE OF PLANTING PIT. BACKF I LL SCARIFY SUBGRADE REMOVE BINDING FROM TRUNK, PULL BACK BURLAP TO SIDES OF ROOTBALL. EXPOSE NO BURLAP TO SURFACE AFTER BACKFILLING DECIDUOUS TREE PLANTING TYP. GROUNDCOVER PLANTED AT NURSERY LEVEL (POTTED PLANTS OR ROOTED CUTTINGS) Submitted: FINISH GRADE GRQL ND COVER PLANT I dG . HEW/ITT ARCHITECTS D. HEW I TT Date: NOTES: in N) DETA I L SCALE: NOT TO SCALE rgAfx\6 I I I I I I I i l I I I I I I I I I FINISH LANDSCAPE GRADE SECOND LIFT OF TOPSOIL EXISTING SUBGRADE FIRST LIFT OF TOPSOIL ROTOT I LLED INTO SUBGRADE UNDISTURBED SUBGRADE I• THIS DETAIL IS APPLICABLE TO ALL IRRIGATED & PLANTED AREAS. 2. FINISH GRADE IS TOP OF CURBS & SIDEWALKS. 3. COMPACT SUBGRADE & TOPSOIL TO A MAXI MUM DENSITY OF 85% I N ALL PLANTED AREAS. I F COMPACT 1 ON EXCEEDS 85 %, CONTRACTOR SHALL R I P OR PLOW SUBGRADE TO A 12" DEPTH. 7 TYP I CAL_ TOPSQ I L P762LD22 NOTES: I. ROOT BARRIERS SHALL BE INSTALLED AS SHOWN WHEREVER PAVEMENT OR CURB IS WITHIN 6' OF TREE. 2. FOR STAKING LOCATION SEE DETAIL P762LD22 CURB & GUTTER ACP ROADWAY DETA I L SECTLQN SCALE: NOT TO SCALE 4 11 1111111N L 3 P762LD22 PLANTI STRIPS 2" MULCH ROOT BARR I ER, TOP EDGE 2" BELOW FINISH GRADE 6" MAX S I DEWALK ROOT BARRIER AT SIDEWALK n NAKANOASSOC ATES uc Landscape Architects 300 Bast Pte, Suite 2000 tel. 206 292 9392 Seattle WA 98122 fax 206 292 11/15/06 SouNDTi ivsrr Date: 11/15/06 Scale: AS SHOWN Filename: S59_P762LD22.dwg Contract No.: Approved: R. KEMPKES Date: C 759 11/15/06 "X" INCHES D I A. "X" FEET M I N. "X" FEET M I N. DETA I L CRITICAL ROOT ZONE SCALE: NOT TO SCALE P762LD22 WEVIENNe0 folk cope COWLIgia. APP VE ' EX. TREE TO BE PROTECTED MULCH TREE PROTECTION FENCING NOTE: CR I T I CAL ROOT ZONE (CRZ): THE TREE PROTECTION FENCE SHALL PROTECT THE CRZ OF A TREE. THE CRZ I S EQUAL TOI FT. RADIUS FOR EVERY I I N. DIAMETER OF TREE. TREE PROTECTION FENCE CURB & GUTTER ACP ROADWAY SECTION DETA I L SCALE: NOT TO SCALE 9 P762L D22 CROWN PLANTING BED MAX. 6" ABOVE TOP OF CURB MEDIAN PLANTI SECTION DETA I L 5' -0" SCALE: NOT TO SCALE 5 -0" LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S 154TH ST STATION LANDSCAPE PLANTING DETAILS BACK OF CURB PROPOSED TREE ROOTBALL STAKING PARALLEL TO CURB LINE, TYP. ROOT BARRIER �S I DEWALK PLAN ROOT PARR I ER AND Sl aF P762LD22 PLAN AT SIDEWALK PLANTING �.� STRIPS Drawing No.: 385 0 P762LD22 Sheet No.: Rev.: XREF'S Resolved S55 N76 CP HA 2234H REG —MY S59 P762AU S59_P762CP S59_P762JL S59_P762LR S59 R402CA X560rx X560sf Unresolved L TSCALE 1 —1 0 I'r] 01 ° 04 • c cr 0 0 oc � n o I I 0 No. II/15/06 Date By L Ch k. App. i Revisions ISSUED FOR BID p 1 =i 1 ■ -- 0- ■ ■ 1 I I II R40 24 +00 Drawn By. :rnr SEE- DWG P762L.R2 I SEE DWGS R402LR02 AND R402LR03 MATCH AREA OF REQUIRED RESTORATION LANDSCAPE Designed By. J. YAMAGUCH K. SASAK I Checked By. K. NAKANO Approved By. J. YAMAGUCH SCALE: I "= 40' KEY PLAN L ni .EEVE FOR I RP IIPAT I ON CONTROL I I RES TO CON NET TO STATION RI GAT ION -S- ST M, > SEE D - 02LR03. WATER SERVICE CONN SEE NOTE I. SEE DWG P762LR2 Submitted: , 4 HEV+/ITT ARCHITECTS D. HEW I TT P762LR00 Date: • • • NAKANO Landscape Arcidtects I1 R40 Approved: 203 East Pike, Suite 2000 tel 206 292 9392 Sew WA 98122 fax 206 292 9690 J 40 20 0 TLC ..- 40 SCALE IN FEET R. KEMPKES Date: ❑ o SouNDTKawS1r SYMBOL ITEM IRRIGATIO\ SC N ETAF I M TLCV4- 1 8025, TECH L I N E CV DRIPPER LINE SCHEDULE 40 PVC MAIN LINE CLASS 200 PVC LATERAL SUPPLY AND EXHAUST HEADERS /4" POLY TUBING SCHEDULE 80 PVC SLEEV I NG CP SHRUB POP-UP SPRINKLER TORO XP-300-HP SER I ES W/ 05 NOZZLE 0 m m ® a Et Mt 80 11/15/06 cDO cb a.)9® S ® SHRUB POP -UP SPRINKLER TORO 570Z- 12P -S Q NETAF I M TLSOV, MANUAL FLUSH VALVE 0 [PocJ xx x /x° x.x NOTE: Scale: Contract No.: Date: SHRUB POP -UP SPRINKLER TORO 570Z- 12P-S SHRUB POP -UP SPRINKLER TORO 570Z- 12P -S SHRUB POP -UP SPRINKLER TORO 570Z- 12P-S SHRUB POP-UP SPRINKLER TORO 570Z- 12P ---S I SHRUB POP -UP SPRINKLER TORO 570Z- 12P -S NETAF I M 10-F-01, PRESSURE INDICATOR STAKE POINT OF CONNECTION AUTOMATIC CONTROL VALVES TORO 252 VALVE SERIES (EZF-- 29 -03) TORO EZ -FLO PLUS VALVE SERIES (EZF- 29 -03) WI NETAF I M DF075- 120, DISC FILTER, & NETAFIM PRV075HF45, PRESSURE REGULATING VALVE i QUICK COUPLING VALVE Filename: S59_P762LR00.dwg ISOLATION VALVE =40 C 759 11/15/06 FD P762LD30 CONTROL STATION NUMBER VALVE SIZE GALLONS PER MINUTE LE 2 -SST, 30PSI GPM: 0.09 NOTES SPACE 18" O.C. MAX. 3" 6" P762LD30 30' RADIUS, 50PS I GPM: 2.42H, 4.83F 4 -EST & 4-SST, 30PS I GPM: 1.44, 1.43 P762LD3I 15' SERIES NOZZLE, 30PS I GPM: .85Q, I.IOT, I .65H, 2.20TT, 2.60TQ, 3.60E 10' SERIES NOZZLE, 30PS GPM: .40Q, .52T, .7 I H, .97TT, I.04TQ, I.49F 8' SER 1 ES NOZZLE, 30PS GPM: .24Q, .30T, .50H, .7OTT, .76TQ, I .OF 5' SERIES NOZZLE, 30PS GPM: .09Q, .I2T, .I9H, .25TT, .29TQ, .38F DEDUCT METER, _" BACKFLOW PREVENTION ASSEMBLY, PRESSURE P762LD30 P762LD30 REDUC I NG VALVE, _ MASTER VALVE, FLOW SENSOR LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S 154TH ST STATION NORTH SURFACE PARKING LOT MAINLINE PLAN, NOTES, AND LEGEND P7fi�LD3 l P762LD30 P76�LD3 1 I. SEE DWG. R402LR03 FOR P.O.C. 2. IRRIGATION CONTROL WIRES TO CONNECT TO STATION IRRIGATION SYSTEM, SEE C755 DWGS. 3. PROVIDE WIRE TO J--BOX ON STATION SIDE OF SOUTHCENTER BLVD. SEE STATION DWGS. FOR J -BOX LOCATION. Drawing N Sheet No.: 386 P762LD30 FEB 0'3 ?007 P762LR00 Rev.: 0 XREF'S Resolved HA_2234H REG —MY S59_P762AU S59_P762CP S59_'762JL S59_P762LR S59_R402CA X560rx X560sf • Unresolved L TSCALE / = r• 0 M LU 0 cn 3N o N N .. (.0 I, U) co 0 CV ^ 0 No. 1 1/15/06 Date Revisions SYMBOL ITEM ISSUED FOR BID IRRI GAT IO\ SHRUB POP -UP SPRINKLER TORO 570Z- 12P-S I SHRUB POP-UP SPRINKLER TORO 570Z- 12P -S I SHRUB POP -UP SPRINKLER TORO 5702- 12P -S I SHRUB POP-UP SPRINKLER TORO 570Z- 12P -S I SHRUB POP -UP SPRINKLER TORO 570Z- 12P -S I =- _ ___ ._ - - = SCHEDULE 80 PVC SLEEV I NG - ww v -- - - - - - - NETAF I M TLCV4- 1 8025, TECHL I NE CV DRIPPER LINE NOTES SPACE 18 O.C. MAX. SCHEDULE 40 PVC MAIN LINE CLASS 200 PVC LATERAL SUPPLY AND EXHAUST HEADER$ /4" POLY TUBING mob III IMMliff t;�r . u /Whirl Drawn By P762LD30 30' RADIUS, 50PS I GPM: 2.42H, 4.83E K. SASAK I Checked By K. NAKANO Approved By. J. YAMAGUCH I 4-EST & 4-SST & 2 -SST, 3OPS I GPM: .6, L2, .12 STATE OF WASHINGTON REG • y' i+ MKSATdSHI GERTtq A P762LD31 P762LD3I 8' SERIES NOZZLE, 30PS I GPM: .24Q, .30T, .50H, .70TT, .76TQ, I.OF 5' SERIES NOZZLE, 3OPS GPM: .09Q, .I2T, .I9H, .25TT, .29TQ, .38F cuc� -Ii N0. 371 MATCH L I NE—SEE DWG P762LR2 / Submitted: 15' SERIES NOZZLE, 30PS I GPM: .85Q, 1.IOT, I .65H, 2.20TT, 2.60TQ, 3.60E 1 0' SERIES NOZZLE, 30PS I GPM: .40Q, .52T, .7 I H, .97TT, I.04TQ, I.49F P762LD30 HEW/ITT ARCHITECTS D. HEW I TT POINT OF CONNECTION ISOLATION VALVE NAKANO Landscape Architects Approved: SEE NOTE 2 IRRIGAT PLAN (NORTH) rj" SYMBOL ITEM NOTES Q NETAF I M TLSOV, MANUAL FLUSH VALVE P762LD30 CONTROL STATION NUMBER VALVE SIZE GALLONS PER MINUTE 301 E Eike, Suite 2000 td2045 292 9392 Seattle WA 98122 fax 206 292 9640 P762LD30 P4 28.15 " I 1/4" R. KEMPKES " AUTOMATI CONTROL VALVE TORO P-220-23-0-X EZ FLO VALVE P762LD3I W/ NETAF I M DF075- 120, D I SC FILTER, & NETAFIM PRV075HF45, PRESSURE REGULATING VALVE P762LD30 QUICK COUPLING VALVE SouNDTrisIT P762LD3I Scale: Date: Contract No.: LIMIT OF PERIMETER LANDSCAPE REQUIRED. SEE SHEETS Pi 62LPOO & P762AU01 FOR. INFORMATION. /lI DEDUCT METER, BACKFLOW PREVENTION ASSEMBLY, 2' PRESSURE P762LD30 P762LD30 REDUCING VALVE, _ MASTER VALVE, FLOW SENSOR Filename: S59_P762LR20.dwg • SYMBOL ITEM POLE MOUNTED LIGHTS I 0 SCALE I N FEET PEDESTRIAN LIGHT SCORED CIP CONC WALK LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S I54TH ST STATION I . SEE DWG. P762LD30 AND P762LD3 I FOR I R R I G A T I O N DETA I LS. 2. CONSTRUCTION EASEMENT REPAIR AND RESTORATION WITHIN MCDONALD'S PROPERTY: A. COORDINATE WITH MCDONALD'S GROUND MAINTENANCE STAFF TO LOCATE EXISTING LATERAL AND MA I N LINE PIPING. INSTALL NEW LATERAL PIPE AND SPRINKLER HEADS (HUNTER PGP W / #6 NOZZLE) I N CONSTRUCTION EASEMENT AS SHOWN. LOCATE AND CONNECT TO EXISTING IRRIGATION ZONE. TEST SPRAY HEADS AND WATER COVERAGE TO ENR ALL RESTORATION AREA I S WATERED. Drawing No.: inn P762LR20 Sheet No.: 387 0 • • • • XREF'S Resolved S55_N76 CP HA_2234H REG —MY S59_P762AU S59— P762CP S59 _P762JL S59_P762LR S59_R402CA X560rx X560sf Unresolved L TSCALE l =I N 0 1'0 w 0 � N - v -.Y • 0- N o a N .. CC)� 1- 4I 12v LC ) cn 0 o P . _ - R 11 0 11/15/06 No. Date 0 26+ - .. RRCATO SYMBOL ITEM e3i Li n 3 CII 0 0 By ® en D0 ci)0 o c; 0 9® Ch k. App. SC SCHEDULE 80 PVC SLEEV I NG SHRUB POP-UP SPRINKLER TORO XP- 300 -HP SER I ES W/ 05 NOZZLE SHRUB POP-UP SPRINKLER TORO 5702- 12P -S I SHRUB POP -UP SPRINKLER TORO 570Z- 12P -S I SHRUB POP -UP SPRINKLER TORO 5702- 12P -S SHRUB POP -UP SPRINKLER TORO 570Z -- 12P ---S I SHRUB POP -UP SPRINKLER TORO 5702- 12P -S ISSUED FOR BID Revisions 3LLE - - - - - - NETAFIM TLCV4- 1 8025, TECHL I NE SPACE 18" O.C. MAX. CV DRIPPER LINE SCHEDULE 40 PVC MAIN LINE 3" NOTES 6" P762LD30 30' RADIUS, 50PS I GPM: 2.42H, 4.83F f111�111. ,iu■�.... w.... -- CLASS 200 PVC LATERAL SUPPLY AND EXHAUST HEADERS /4" POLY TUBING P76�LD31 P76�LD31 8' SERIES NOZZLE, 30PS I GPM: .24Q, .30T, .50H, .70TT, .76TQ, I.OF 5' SERIES NOZZLE, 30PS I GPM: .09Q, .I2T, .19H, .25TT, .29TQ, .38F 4 -EST & 4 -SST & 2-SST, 30PS I GPM: .6, 1.2, .12 Designed By. J. YAMAGUCH I Drawn By K. SASAK I Checked By K. NAKANO Approved By J. YAMAGUCH I �.. 1 l R40 24+00 R.O.W. FRONTAGE I RR I GAT I ON SHOWN ON SHEET R402LR03. 32.49 15' SERIES NOZZLE, 30PS I GPM: .85Q, I.IOT, I.65H, 2.20TT, 2.60TQ, 3.60F 10' SERIES NOZZLE, 30PS I GPM: .40Q, .52T, .7 I H, .97TT, I.04TQ, I.49F P762LD30 STATE OF WASHINGTON REGISTER MASATOSHI' - UCH CERTIFICATE NO. 371 8 Submitted: I POC soU THCENT ER BLVD. SYMBOL ITEM xx x/X x.x ARCHITECTS HEW/ITT IRRIGATION CONTROL WIRES TO CONNECT TO STATION I RR I GAT I ON SYSTEM, SEE DWG R402LR03 FOR SLEEV I=NC ::- - - - - LOCAT I ON. SCALE: I "= 20' D. HEW I TT Date: r ill I iii I lI .L= J, POINT OF CONNECTION AL QUICK COUPLING VALVE ISOLATION VALVE P762LD30 CONTROL STATION NUMBER VALVE SIZE GALLONS PER MINUTE NA` . NO Landscape Arcidteds is 9 11/15/06 P6 1 24.73 NOTES IRRI GATION PLAN (SOUTH QQ NETAF I M TLSOV, MANUAL FLUSH VALVE NETAFIM 1 0--- F- 0 I, PRESSURE INDICATOR STAKE wsvw.nakauceseadeteacuun. Approved: 300 East Pike, Suite 2000 tel 206 292 9392 Seattle WA 98122 fax 206 292 9640 SEE DWG. R402LR03 FOR t".O.C. P7 52.65 P762LR21 AUTOMATIC CONTROL VALVE TORO P- 220- 23 -0 -X EZ FLO VALVE P762LD3I W/ NETAF I M DF075- 120, DISC FILTER, & NETAFIM PRV075HF45, PRESSURE REGULATING VALVE 3 3 /4" ii P762LD30 R. KEMPKES Date: MA P762LD3 I :: . ... d _.._ ... �4. X 40 22+00 MA TCHL 1 NE- - s S E DWG P ?62LR20 3 DEDUCT METER, BACKFLOW PREVENTION ASSEMBLY, PRESSURE P762LD30 P762LD30 REDUCING VALVE, 2 MASTER VALVE, FLOW SENSOR S0uNDTRAN5IT 11/15/06 Scale: Contract No.: Date: TCHL I NE SE"E D WGS R4ORLRO2 AND R4ORLRO3 =20' Filename: S59- P762LR2I.dwg C 759 11/15/06 SYMBOL ITEM E]h--0 POLE MOUNTED LIGHTS I 0 PEDESTRIAN LIGHT SCORED CIP CONC WALK ! NORTH SURFACE PARKING LOT I RR I GAT I ON PLANS (SOUTH) 20 10 L I NIA LIGHT RAIL PROJECT SOUTH CORRIDOR S 154TH ST STATION 0 i R4C 20 SCALE IN FEET Drawing N Sheet No.: 388 I . SEE DWG. R402LR03 FOR P.O.C. 2. SEE DWG. P762LD30 AND P762LD3 I FOR I RR I GAT I ON DETAILS. ,.. _i FEB 05' ?Hi @ °Elrj�i LPL 2-1 i CL 1 P762LR21 2C f 40 0 Rev.: XREF'S Resolved S55 N76_CP X560ut HA_2234H REG —MY S55_N76_AU S59_P762AU S59_P762CP S59_P762JL S59_R402C, S59_R402CL S59_R402LR S59_R402UU X560rx X560sf s59_r402us Unresolved LTSCALE 2 I =l • 3 • 4 • 5 ▪ °cJ00 O m� PH CALO SYMBOL ITEM NOTES NETAFIM TLCV4- I8025, TECHLINE CV DRIPPER LINE SCHEDULE 40 PVC MAIN LINE 3" (7 SUPPLY AND EXHAUST HEADERS, 3/4" POLY TUBING P762LD31 P762LD31 CLASS 200 PVC LATERAL SCHEDULE 80 PVC SLEEVING SHRUB POP -UP SPRINKLER TORO 570Z- 12P -S I SHRUB POP -UP SPRINKLER TORO 570Z- 12P -S • ez o p ® SHRUB POP -UP SPRINKLER TORO 570Z --- 12P -S SHRUB POP -UP SPRINKLER TORO 570Z- 12P -S E N IM SHRUB POP -UP SPRINKLER TORO 570Z- 12P -S I N W 0 z J J FNIT N 2 c Q o d I I I I i SB4 1.5" 40.7 SCHF SB3 1.5" 28.9 MULE 0 i.I 3 +00 -TO PARKING LOT IRRIGATION SYSTEM, SEE DWG. P762LR00 . 0 _. Yr.{ Ws' rs SPACE 18" O.C. MAX. 6 " 7 SLEEVE FOR WIRES TO CONNECT TO STATION IRRIGATION SYSTEM, SEE C755 P762LD3I P762LD30 15' SERIES NOZZLE, 30PSI GPM: .85Q, I.IOT, I.65H, 2.20TT, 2.60TQ, 3.60F 0' SERIES NOZZLE, 30PSI GPM: .40Q, .52T, .71 H, .97TT, 1.04TQ, I.49F P762LD30 8' SERIES NOZZLE, 30PS I GPM: .24Q, .30T, .50H, .70TT, .76TQ, I.OF 5' SERIES NOZZLE, 30PS GPM: .09Q, .I2T, .I9H, .25TT, .29TQ, .38F 4-EST & 4 -SST, 30PS GPM: 1.44, 1.43 8 R40 24 +00 1 1'Oci X.X x /x" X.X N 1 ISOLATION VALVE QUICK COUPLING VALVE CONTROL STATION NUMBER VALVE SIZE GALLONS PER MINUTE NETAFIM TLFV -- I , FLUSH VALVE AUTOMATIC CONTROL VALVE TORO 252 VALVE SERIES TO PARKING LOT IRRIGATION SYSTEM, SEE DWG. P762LR00 SoUTHCEN TER BLVD V 1 R40 25 +00 CONNECT TO STATION IRRIGATION SYSTEM MAINLINE --- NETAFIM 10 -F -0 I, PRESSURE INDICATOR STAKE TORO EZ -FLO PLUS VALVE SER I ES (EZF- 29 -03) W/ NETAF I M DF075-120, DISC FILTER, & NETAFIM PRV075HF45, PRESSURE REGULATING VALVE P762LD30 P762LD31 P762LD31 MASTER VALVE, FLOW SENSOR AUTOMATIC CONTROLLER R A I N B I R D ESP -8MC W/ PED I STAL MOUNT P762LD30 PO I NT OF CONNECT I ON DEDUCT METER, I I /2" BACKFLOW P762LD30 PREVENTION ASSEMBLY, I 1/2" PRESSURE REDUCING VALVE, I I /2" / .;. A . P762LD30 I I R40 ,6 +00 .. ' VED PA RAC N; PA VED t l , ? 20 10 0 20 SCALE IN FEET SYMBOL KEY: - LIGHT POLE -.- RETAINING WALL DRAWING KEY: =swims 1 40 R40 27 +0( NOTE: SEE DWG. P762LD30 AND P762LD3I FOR I RRIGATION DETAILS. FEB 0.3 ?On1 No. 11/15/06 Date By Ch k. App. Revisions Designed By: J. YAMAGUCH I Drawn By K. SASAK Checked By K. NAKANO Approved By J. YAMAGUCH I ISSUED FOR BID STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT MASATOSHI YAMAGUCHI CERTIFICATE NO. 371 HEWITT ARCHITECTS Submitted: D. HEWITT NAKANO Landscape Architects 300 East Pike, Suite 2000 tel 206 292 9392 Seattle WA 98122 fax 206 292 9640 LLC Date: 11/15/06 Approved: R. KEMPKES SOUNDTRANSIT Date: 11/15/06 Scale: =20' Filename: S59_R402LR03.dwg Contract No.: C 759 Date: 11/15/06 LINK LIGHT RAIL PROJECT SOUTH CORRIDOR SOUTHCENTER BLVD IRRIGATION PLAN STA R40 22 +50 TO STA R40 26 +00 Drawing No.: R402LR03 Sheet No.: 327 Rev.: 0 XREF'S Resolved HA _2234H REG—MY Unresolved L?SCALE / = l N 0 w 0 N O c cE N .. CO N O N) I i N Date By A Ch k. App. Revisions B • C D E F • C ELEVATION DETA I L SCALE: NOT TO SCALE DETA I L UNION • t - rr ■ NMI 0 0 ii; o * At h a 630 NOTE: I. USE TEFLON TAPE ON ALL THREADED FITTINGS DETAIL 5 SCALE: NOT TO SCALE DOUBLE CHECK VALVE BRASS COPPER SWEAT TO THREADED ADAPTER SCALE: NOT TO SCALE P762LD30 PIP COCKS TO BE UPRIGHT AND EASILY ACCESSIBLE (ORIENTATION APPROVED BY ENGINEER) P762LD30 ISSUED FOR BID 16 GAUGE STAINLESS STEEL ENCLOSURE RAINBIRD ESP- - 12MC —SS CONCRETE PAD FINISH GRADE WIRES TO REMOTE CONTROL VALVES I" PVC SCH 40 CONDUIT, FITTINGS AND SWEEP ELL TO POWER SUPPLY CONTROLLER AND STAINLESS P762LD30 STEEL PEDESTAL ISOLATION VALVE 6" COMPACTED SUBBASE, OR 6" DRAIN ROCK FOR OPEN BOTTOM VAUL 1 1/3 CU YD OF DRAIN ROCK AT BOTH ENDS OF VAULT UNDER WEEP - HOLE /SLOT FINISH GRADE EXTENSIONS (AS REQUIRED) BALL VALVE SAME SIZE AS MAIN LINE. SCH. 80 PVC ADAPTERS MAIN LINE 3" OF GRAVEL WITH GEOTEXTILE FABRIC UNDERNEATH ALLOW SPACE FOR HATCH TO OPEN TO GROUND FINISH GRADE BACKFLOW PREVENTION ASSEMBLY TO PRESSURE REDUCING VALVE DETA I L SCALE: NOT TO SCALE DETAIL 6 SCALE: NOT TO SCALE DETA I L SCALE: NOT TO SCALE K. SASAK I Checked By K. NAKANO Approved By. J. YAMAGUCH I LATERAL SECTION MAINLINE SECTION %r -1 I COMPACTED NAT I VE / 7 \ \\ \ BACKFILL MATERIAL / -�I 11 A"/ n� �1�1- PVC ELEC. CONDUIT (GRAY)(SIZE AS SPECIFIED ON PLANS) SECTION CONCRETE VAULT W/ LOCKING STEEL HATCHES (SEE SPECS FOR EXCEPT I ONS) --"--, STRAINER W/ DRAIN VALVE PRESSURE REDUCING VALVE ASSEMBLY W/ UNION (SEE SPECS) 6" COMPACTED SUBBASE OR 6" DRAIN ROCK FOR OPEN BOTTOM VAULTS 1/3 CU YD OF DRAIN ROCK AT BOTH ENDS OF VAULT UNDER WEEP HOLE /SLOT STATE OF WASHINGTON REGISTERED TOSHI • • UCHI CERTIF1CA t O. 371 P762LD30 P762LD30 FINISH GRADE DETECTION TAPE (BLUE) 6" ABOVE PIPE POWER SUPPLY FINISH GRADE PVC TRIPLE SWING JOINT & HEAD DETECTION TAPE (BLUE) 6" ABOVE PIPE BACKFILL AROUND SWING JOINT & HEAD WITH SAND PVC LATERAL LINE OVEREXCAVATE UNSUITABLE MATERIALS FINISH GRADE CLEAN COMPACTED NATIVE BACKFILL DETECTION TAPE (BLUE) 6" ABOVE PIPE SAND OR APPROVED BEDDING MATERIAL PVC MAIN LINE BUNDLE CONTROLLER WIRES UNDER MAIN LINE & OPPOSITE SIDE FROM SWING JOINTS (WHEN LATERAL & MAIN SHARE TRENCH) P762LD30 PIPE TRENCH I NCB Submitted: 3/4 DRAIN VALVE PRESSURE REDUCING VALVE HEWITT ARCHITECTS D. HEWITT FINISH GRADE Date: I PVC WEEP HOLE SLOT DRAIN (TYP) DETA I L SCALE: NOT TO SCALE BRASS NIPPLES & UNIONS NAKANOASSOCiATES Landscape Architects 300 East Pam, Suite 2000 te1 206 292 9392 Seattle WA 98122 fax 206 292 9640 Approved: DETAIL 6" 6 " EXISTING OR NEW MAX. MAX. ASPHALT, CONCRETE OR MASONRY PAVED SURFACE —TACK SEAL JOINT SECTION P762LD30 SCALE: NOT TO SCALE R. KEMPKES NOTES: I. SLEEVE SIZE AS SHOWN ON PLANS OR: I .D. OF SLEEVE TO BE I" GREATER THAN O.D. OF PIPE. 2. SLEEVES REQUIRED UNDER ALL PAVED AREAS. BRASS STOP VALVE FOR ISOLATION PVC ADAPTER, TYP. CONTROL WIRES BUNDLED UNDER MAINLINE SOUNDTRANSIT Date: CLEAN COMPACTED NATIVE BACKFILL DETECTION TAPE (BLUE) 5/8" MINUS CRUSHED ROCK BEDDING VC SLEEVE WITH MAIN OR LATERAL LINES OR CONTROLLER WIRES Scale: Contract No.: Date: FINISH GRADE EXTENSION (AS REQ.) JUMBO VALVE BOX W/ LOCKING LID WATER TIGHT WIRE SPLICES, TYP. SPARE SCH. 40 PVC LATERAL CUT NOTCHES FOR PIPE AS REQ. AT EACH END UNION, TYP. (2 PLACES) AUTOMATIC CONTROL VALVE GEO—TEXT I LE FABRIC 3/4" DRAIN ROCK AS SHOWN Filename: S59_P762LD30.dwg NOTES: I . ALL THREADED CONNECTIONS TO HAVE RECTOR SEAL T +2. ALL NIPPLES TO BE PVC SCH 80 IPT SIZE OF THE SPRINKLER. 2. ADJUST IRRIGATION HEAD TO I" ABOVE FINISH GRADE I N PLANTING AREAS AND FLUSH FOR LAWN AREAS. DETAIL 8 SCALE: NOT TO SCALE DETAIL P762LD30 SCALE: NOT TO SCALE FINISH GRADE SPRINKLER HEAD IPT x LENGTH AS REQ'D. POP —UP BODY TRIPLE SWING JOINT PVC LATERAL PIPE PVC "T" OR 90 ELBOW LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S I54TH ST STATION NORTH SURFACE PARKING LOT IRRIGATION DETAILS POP -UP W /TRIPLE - -SWI JO FINISH GRADE .� =11 ii TT P762LD30 10" ROUND VALVE BOX W/ SNAP —LOCK LID QUICK COUPLER 6" CONCRETE PIPE FILLED W/ 3/4" DRAIN ROCK THREADED PVC NIPPLE TRIPLE SWING JOINT MAIN LINE Drawing No.: FEB 0 5' 7007 QUICK COUPLING VALVE P762LD30 Sheet No.: Rev.: XREF'S Resolved HA_2234H REG—MY Unresolved LTSCALE 1 =1 2 0 3 0 4 0 5 A 0 B C D E 0 F 0 G a H j REVIEWED F01?.. CODE COi PPR VED ' City Of Tukwila ; DTI J74 :x1. 11 REMOTE CONTROL VALVE W/ DISC FILTER AND PRV POLY SUPPLY HEADER TREE, POST OR OBSTACLE TECHLINE SHUT -OFF VALVE BOX (INSTALL VALVE #TLSOV. PER SPECS.) BANK TUBING MAY BE ATTACHED TO OUTLET. TECHLINE CV LATERAL, FOR EXHAUST HEADER. ,���� 3 4" GRAVEL SUMP, � � - - „ . � ONE (I) CUB I C FOOT ■ "1 ° PVC OR IN --LINE SPRING CHECK TECHLINE CV DRIPPERLINE START CONNECT I ON VALVE TO DISCOURAGE LOW -HEAD DRA I NAGE (TYP.) - PER I METER LATERALS 2” TO 4" FROM EDGE OF LANDSCAPE MANUAL FLUSH SUPPLY HEADER, POLY ,.., ,.. IIE ,., VALVE _ TUBING \z5),, ( r P762LD3 � , I� ! -----r- �' odi Q •• x• � � " `'r PLAN ''' 41 �� ,,C) : 1 14 11 IIP TECHLINE LATERAL TUBING r----AREA PERIMETER PVC QR POLY MANUAL FLUSHING VALVE A XON DRIPPERLINE FITTINGS TECHLINE TUBING AROUND OBSTACLES EXHAUST HEADER �� • BRICK SUPPORTS, THREE(3) L ELL © . E � PLAN SLOPE -W----- (3% +) D ETA I L 5 ()ETA I L 6 umzitattueaLALaweE. DETA I L 7 TECHLINE SCALE: NOT TO SCALE P7662 I SCALE: NOT TO SCALE P762LD3 I SCALE: NOT TO SCALE P762 LD 3/4" SCH. 80 UNION 3/4" PRESSURE \ TECHLINE TUBING TECHLINE TUBING DRIPPERLINE E P REMOTE CONTROL VALVE REGULATING VALVE FINISH GRADE v = H`.-11c POLYETHYLENE LATERAL LINE DRIPPERLINE FITTINGS FITTINGS If I I1� -1I " - I I �r I I I = EXHAUST HEADER, POLY TUBING OR DRIPPERLINE PVC MAIN 1 I - =- I =1I .� ■�: 6 " %, r �� FIN. GR. MULCH 4if il FIN. GR. I '�11I = S IT - TO ZONES L l NE " 6, �m _% � � VALVE BOX I h I-f - 1 _ N 1 3/4" SCH. 80 MULCH I2 X I8 — I I _� �� SUPPLY POLY - ` ,• -;1NE . .y - • - • .. .. UBING PLANT i NG ' ' ..:. • TECHLINE TUBING BRICK SUPPORTS --I 3/4" GRAVEL SUMP Ir r r f ,�, r %�,��•�r�/!r / AM, ..�-�r� �ON 12" AXON _ 1 I I 11401- � �� ��►��� �►± tini aiNta • ` = ' � - 1 - SOIL !!. I ,�� %�f%0` %�` 4%. M X F I PS ,x ;a a '� COUPLING AXON r °. . ∎ - • :, ; _ PLANTING So I L ONE (I) CUBIC FT. =U— I I �� --► I I ; I � - I 1 - SUPPLY HEADER W/ LATERAL EXHAUST HEADER W/ LATERAL _� ' I —I •. � ;.� t:� • _•. "........ I I,, ;III- -1 1 = I I ! I' 3/4�" DISC FILTER rr RE�9TE_ WI R_ V ALVE W/ PRV & , j � EXHAUST ' HEADEFr'-si =c. �� ; r " „ SECT I ON ;�. 8 -�� CONNECTION SUPPLY CONNECTION •• HEADER SECT I ON DETA I L DETA I L 3 DETA I L 4 SCALE: NOT TO SCALE P76622eLLDD31 F ILTER P762LD3I EEB 0 S inr,7 SCALE: NOT TO SCALE P76 I SCALE: NOT TO SCALE , B� p I � fl i i..vy6 v' L,k Designed By. J. YAM AGUCH I ARCHITECTS p �A I�O ....� _ ......... 2000 lel 206 29'2 9392 =, � - . U ® 5I�, Scale: AS SHOWN L I L T T AIL PROJECT Drawing No.: ��I Q P762LD3 Drawn By. K. SASAK I � A Filename: S59_P762LD3 I .dwg ° ®� SOUTH CORRIDOR S I 54TH ST STATION N OR TH SURFACE PARKING LOT I RR I GAT I ON DETAILS Checked By K. NAKANO STATE ASHIN OF I" �" ` -! ARCH wr. contract N ° C 759 Sheet No.: Rev.: 390 0 0 II/15/06 ISSUED FOR BID By: Approved B J. YAMAGUCH I `� f' . • �- - c '°. 37 „ Submitted: D. HEW I TT Date: I 1/15/06 • • • - • Date: 11/15/06 Date: I 1/15/06 No. Date By Chk. App. Revisions XREF'S Resolved HA_2234H REG—MY Unresolved LTSCALE 1 =1 2 0 3 0 4 0 5 A 0 B C D E 0 F 0 G a H XREF'S Resolved L TK -6!]R REG —RME S55 N76_AU S55 N76_CM S5&Jl76_CP S55 R40_CA S59 P762AU S59_P762CP S59-„ P762JL® S59 R402CA Unresolved S55 N76 JL L TSCALE l =l co as 0 N 0 cyl m -J O 0 0 N .. co 16 rn 0 cr) 00 U — N 0 11/15/06 Date A Dsn. Ch k. Revisions w avM.......^ . v."u".. .were ro:..a m... Mr.542' .wFdbM�KSasrimatiVRZ.5MMoi5bY ,amss 14 5Ze ';fly .G. ISSUED FOR BID B 26 li (I) I"C, 31 • �......_�...�......�...� ...... I) I "C, 3#I 0 n � • Drawn By. Checked By. M. BURNETT Approved By. R. EACKER C �-. i ... i • • • (I) 1"C, 4#10, 2 #6 ... _M. �_ m m _ • • - _ ••._ __ — w.._ _- B. PORTER \:.::::•... 10 i 1 26 • f � . F t t f } 11 E (I) 1 "c (comm) (I) I "C, 2# I 0 TYP t E (1) I "C, 3# 1.0 +ice . �. •.. �• ii i, —S T. ++w:.� –TV T.. -. • Designed By. it G 06 R. EACKER EXP I RES 05/03/0 g Submitted: 2.. • (I) 1 "C, 4#10, 2 #6 D LTK Engineering Services E. ROWE 3 Date: E 2 Rol .. :. N p \ �L� •�l.\ �.._._... > (I) 2 "C (COMM) II/15/06 I) I "C, 2#10, 2 #6 (I) 1"C (COMM) (I) I "C, 3#10, 2 #6 (I) 1"C, 2 #6 (I) I "C (COMM) (I) 1 "C, 4#10, 2 #6 ( 1 ) 1"0, 4#10, 2 #6 Approved: ( 1 ) 2 "Q, 6 #6 E R. KEMPKES 0 SO Date: I I /15/06 F Scale: Filename: S59_P762JP0 I .dwg Contract No.: Date: "= 30' --0' C 759 11/15/06 0 NOTES: I . HANDHOLES PROVIDED I N C755 CONTRACT FOR LIGHTING CIRCUITS AND COMMUNICATIONS CABLES. EXTEND LIGHTING CIRCUITS TO LUM 1 NA I RES SHOWN ON THIS DRAWING. 2. I 2"x24"x 12" DP CONCRETE HANDHOLES WITH TRAFFIC COVERS FOR LIGHTING CIRCUITS AND COMMUNICATIONS CABLES. 3. REFER TO N76 —JS 15 (C755 CONTRACT) FOR PANEL SCHEDULES. LIGHTING CIRCUITS OR I G I NATE FROM PANEL LP I N TUKW I LA INTERNATIONAL BLVD STAT I ON ELECTR I CAL ROOM. POWER CIRCUIT ORIGINATES I N PANEL PP. AA 1 1H G DETAIL i,. t r ,.. f . -..,Vji i V.....F......s...._._i. i 1 i SCALE: I "= 10' --0" (pm 30 15 LINK LIGHT RAIL PROJECT SOUTH CORRIDOR SOUTH I54TH STREET STATION NORTH SURFACE PARKING LOT SYSTEMS PLAN 0 H l 30 SCALE IN FEET Drawing No.: FEB 097007 60 P762JP0 I Sheet No.: Rev.: 391 0 LUMINAIRE SCHEDULE TYPE LUMINAIRE DESCRIPTION MANUFACTURER LAMPS TYPE COLOR COLOR FINISH PHOTOMETRICS LENS MOUNTING TYPE BALLAST WATTAGE HA2 .. POLE—MOUNTED TWIN AREA LIGHT WITH NEMA TYPE I I I CUTOFF DISTRIBUTION. HOUSING SHALL BE ONE —PIECE DIE CAST ALUMINUM WITH INTEGRAL COOLING FINS. LENS FRAME SHALL BE DIE —CAST ALUMINUM WITH NO TOOL ACCESS AND ONE —PIECE S I L I C O N E GASKET. REFLECTOR SHALL CONSIST OF ALZAK SEGMENTS IN AN ALUMINUM FRAME. ELECTRICAL MODULE TO BE MOUNTED ON A SINGLE PLATE WITH DISCONNECT PLUGS. UL LISTED FOR WET LOCATION. ,' ,. _ OR APPROVED EQUAL . .. 400W PULSE START METAL HALIDE ED-28 70 CR I 3700 K 20,000 HR. CLEAR PLATINUM SILVER TYPE I I I D I S T R I B U T I O N TEMPERED FLAT GLASS LENS WITH ONE —PIECE GASKET 40' -0" ALUMINUM POLE WITH ANCHOR BASE INTEGRAL BALLAST 970 W .• - yogi r .. . • TT . ' 7 . I r ; � 01 1T • •$5 r . r •'f , � ONE —PIECE DIE CAST ALUMINUM WITH INTEGRAL COOLING FINS. LENS FRAME SHALL BE DIE --CAST ALUMINUM WITH NO TOOL ACCESS AND ONE —PIECE S I L I C O N E GASKET. REFLECTOR SHALL CONSIST OF ALZAK SEGMENTS IN AN ALUMINUM FRAME. ELECTRICAL MODULE TO BE MOUNTED ON A SINGLE PLATE WITH DISCONNECT PLUGS. UL LISTED FOR WET LOCATION. � , 7.1,'' _ � OR APPROVED EQUAL rrY -� A METAL HALIDE ED -28 70 CR I 3700 K 20,000 HR. CLEAR 1$ SILVER ,_ `� 01 W/ HOUSE —SIDE SHIELD TEMPERED FLAT GLASS LENS WITH ONE —PIECE GASKET — ALUMINUM POLE WITH ANCHOR BASE 275 W HD POLE — MOUNTED AREA LIGHT WITH NEMA TYPE III CUTOFF DISTRIBUTION. HOUSING SHALL BE ONE —PIECE DIE CAST ALUMINUM WITH INTEGRAL COOLING FINS. LENS FRAME SHALL BE DIE —CAST ALUMINUM WITH NO TOOL ACCESS AND ONE —PIECE S I L I C O N E GASKET. REFLECTOR SHALL CONSIST OF ALZAK SEGMENTS IN AN ALUMINUM FRAME. ELECTRICAL MODULE TO BE MOUNTED ON A SINGLE PLATE WITH DISCONNECT PLUGS. UL LISTED FOR WET LOCATION. ' v' . ,.. OR APPROVED EQUAL (I) 250W PULSE START METAL HALIDE ED -28 70 CR I 3700 K 20,000 HR. CLEAR PLATINUM SILVER TYPE III DISTRIBUTION TEMPERED FLAT GLASS LENS WITH ONE —PIECE GASKET 25' -0'` ALUMINUM POLE WITH ANCHOR BASE INTEGRAL BALLAST 275 W .. r .� — r•u1 r .- - TT - V • -. I r - • m •M . ■ . 01 _ ALUMINUM WITH INTEGRAL COOLING FINS. LENS FRAME SHALL BE DIE —CAST ALUMINUM WITH NO TOOL ACCESS AND ONE -- -PIECE S I L I C O N E GASKET. REFLECTOR SHALL CONSIST OF ALZAK SEGMENTS IN AN ALUMINUM FRAME. ELECTRICAL MODULE TO BE MOUNTED ON A SINGLE PLATE WITH DISCONNECT PLUGS. UL LISTED FOR WET LOCATION. PROVIDE POLYCARBONATE SHIELD. SEE URBAN DESIGN DRAWINGS FOR EXACT MOUNTING LOCATIONS. � r OR APPROVED EQUAL 00 PULSE START 70 CR I 4000 K 1 5,000 HR. CLEAR • I$V SILVER �� � ... 01 . TEMPERED FLAT GLASS LENS WITH I--PIECE GASKET. POLYCARBONATE SHIELD � .. 12' -0' ALUMINUM POLE WITH CONCRETE ANCHOR BASE A 4 l 118 W XREF'S Resolved L TK —BvR REG —RME Unresolved LTSCALE / 0 No. 11/15/06 Date Dsn. A Ch k. App. ISSUED FOR BID Revisions 0 Designed By R. EACKER Drawn By B. PORTER Checked By. M. BURNETT Approved By. R. EACKER C ' EXPIRES 05/03/0 P S LTE D LTK Engineering Services E. ROWE Date: 11/15/06 Approved: E R. KEMPKES S SOUNDTRANSIT Date: I1/15/06 F Scale: NTS Filename: S59— P762JS0 I .dwg Contract No.: Date: 0 759 11/15/06 S G L I NK LIGHT RAIL PROJECT SOUTH CORRIDOR SOUTH I54TH STREET STATION LUMINAIRE SCHEDULE NORTH SURFACE PARKING LOT H Drawing No.: EECZWIED f FEB 0 5' 7007 PEEYEUEMER P762JS0 I Sheet No.: Rev.: 392 0 XREF'S Resolved LTK—FOR REG —RME Unresolved L TSCALE r =1 c0 cc 0 N W rn .' Qy 0 0 0 N - c0 �1 6 cn ° u7 cn O c0 ci 0 No. GROUT BELOW POLE BASE - AFTER POLE INSTALLATION I1/15/06 Date Dsn. A Ch k. \ % f SCALE: NTS SECTION SCALE: NTS App. ISSUED FOR BID Revisions 24" 0 (MIN) 24" 0 (MIN) B 45 (TYP I CAL) ANCHOR BOLTS SET PARALLEL TO TRACK, PAVING STRIPING OR CURB B ■ LIGHT POLE CONDUIT STUBBED INTO POLE BASE (PROVIDE INSULATING BONDING BUSHING) 36 INCHES OF #4 BARE COPPER CONNECTED TO POLE GROUNDING LUG TOP OF FOUNDATION i n- TOP OF PAVEMENT ANCHOR BOLTS /BOLT CIRCLE DIMENSION AS REQUIRED BY POLE MANUFACTURER VERTICAL REINFORCING EXOTHERMICALLY WELD TO REINFORCING CAGE LIGHTING PULLBOX 12 "x24" x 12 "D (8) #4 VERTICAL REINFORCING BARS #3 TIES @ 12" ON CENTER LIGHTING POLE FOUNDATION ri■ C Drawn By BRANCH CIRCUIT CONDUIT POLE FOUNDAT I ON NOTES: • D CAST IRON COVER (BOND TO BRANCH CIRCUIT l i— GROUNDING CONDUCTOR) PROVIDE HS-20 RATED BOX AND COVER IN TRAFFIC AREAS BUSHED CONDUIT TERMINATION (TYPICAL) BRANCH CIRCUIT CONDUIT 1113 TAP TO L U M I N A I R E ASSEMBLY I. PROVIDE LOWER WASHER AND NUT ON EACH ANCHOR BOLT TACK—WELDED TO ANCHOR ROD. 2. ANCHOR BOLTS AND ALL HARDWARE TO BE HOT ---DIP GALVANIZED. 3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 4000 PSI. 4. STUB CONDUITS INSIDE POLE WITH 6" MINIMUM ABOVE THE FOUNDATION TOP. INSTALL PULL CORD AND CAP. 5. PAINT ALL METAL WHERE I T EMERGES FROM CONCRETE FOUNDATION WITH EPDXY PAINT 2" ABOVE AND BELOW. Designed By R. EACKER B. PORTER Checked By M. BURNETT Approved By R. EACKER EXPIRES 05/03/0 S' LTK Engineering Services Submitted: E. ROWE Date: 11/15/06 Approved: E R. KEMPKES O Date: SouNDTRAwsrr 11/15/06 F Scale: NTS Filename: S59_P762JD0 I .dwg Contract No.: Date: C 759 11/15/06 0 G 0 SOUTH I54TH STREET STATION DETAILS NORTH SURFACE PARKING LOT LINK LIGHT RAIL PROJECT SOUTH CORRIDOR H VD 00 CA 011100 %0 1 0 0a0P., FEB 052007 PERWl V a m EGA Drawing N P762JDO I Sheet No.: 393 Rev.: 0