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Home My WebLink AboutPermit D09-237 - BANK OF AMERICA - DRIVE THRU DEMOLITIONThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D09 -237 Bank of America Drive Thru Demo 225 Tukwila Parkway RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = Brief Explanatory DeSctiptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card Personal Information — numbers, electronic check numbers, credit expiration 73 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. BANK OF AMERICA DRIVE THRU 09 -237 225 TUKWILA •'y City ',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 Parcel No.: 3597000257 Permit Number: D09 -237 Address: 225 TUKWILA PY TUKW Issue Date: 09/01/2010 Suite No: Permit Expires On: 02/28/2011 Tenant: Name: BANK OF AMERICA DRIVE THRU DEMO Address: 225 TUKWILA PY , TUKWILA WA Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Phone: Contact Person: Name: NICHOLAS LEE Address: 2800 SOUTHCENTER MALL , TUKWILA WA 98188 Phone: 206 246 -0423 Contractor: Name: B N BUILDERS INC Address: 2601 4 AV STE 350 , SEATTLE WA 98121 Phone: 206 382 -3443 Contractor License No: BNBUII *990K3 DEVELOPMENT PERMIT Expiration Date: 09/12/2011 DESCRIPTION OF WORK: DEMOLITION OF APPROXIMATELY 400 SF DRIVE THROUGH TELLER BUILDING AND ASSOCIATED STRUCTURE ON EAST PORTION OF SITE. EAST PORTION OF SITE TO BE CLEARED AND GRADED FOR CONSTRUCTION OF SURFACING PARKING LOT. PARKING AREA TO WEST OF EXISTING BANK BUILDING TO BE GRADED AND RECONFIGURED. EXISTING STORM DRAINAGE UTILITIES TO REMAIN; CATCH BASIN RIMS TO BE ADJUSTED TO PROPOSED GRADES. PUBLIC WORKS ACTIVITIES ARE FOR ON -SITE ONLY INCLUDING UTILITIES, AND TESC. (SEE PUBLIC WORKS PERMIT PW10 -100 FOR FEES AND REMAINING ON -SITE & PUBLIC RIGHT -OF -WAY WORK.) Value of Construction: $15,300.00 Fees Collected: $7,701.88 Type of Fire Protection: International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 0008 doc: IBC -7/07 * * continued on next page ** D09 -237 Printed: 09 -01 -2010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Profit: N Non - Profit: N Water Main Extension: N 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. The granting of this permit does not p construction or the pgrfgrmance of w Signature: Print Name: doc: IBC -7/07 City ITukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D09 -237 Issue Date: 09/01/2010 Permit Expires On: 02/28/2011 Date: I, `V to give authority to violate or cancel the provisions of any other state or local laws regulating uthorized to sign and obtain this development permit. Date: 9 - l 0 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. D09 -237 Printed: 09 -01 -2010 • • * *ILA iv City of Tukwila 0 ' y� Department of Community Development G1 6300 Southcenter Boulevard, Suite #100 Q / 0 Tukwila, Washington 98188 ■.0 J1 </ 2' Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: htqx//www.ci.tukwila.wa.us Parcel No.: 3597000257 Address: 225 TUKWILA PY TUKW Suite No: Tenant: BANK OF AMERICA DRIVE THRU DEMO 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: D09 -237 Status: ISSUED Applied Date: 11/06/2009 Issue Date: 09/01/2010 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: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 5: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 7: 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. 8: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 9: Schedule and attend a Preconstruction Meeting with the Public Works Department, prior to start of work under this permit. To schedule call Public Works at (206) 431 -0179. 10: Contractor shall notify Public Works Project Inspector Mr. Dave Stuckle at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 11: PUBLIC WORKS ACTIVITIES ARE FOR ON -SITE ONLY INCLUDING REMOVAL OF UTILITIES, AND TESC. (SEE PUBLIC WORKS PERMIT PW10 -100 FOR FEES AND REMAINING ON -SITE & PUBLIC RIGHT -OF -WAY WORK.) 12: Work affecting traffic flows shall be closely coordinated with the Public Works Project Inspector. 13: Any material spilled onto any street shall be cleaned up immediately. 14: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 15: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. doc: Cond -10/06 D09 -237 Printed: 09 -01 -2010 4. .t1 ILA O ` Z. 18: ** *FIRE DEPARTMENT CONDITIONS * ** 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 16: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1 V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 17: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 19: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 20: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 21: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. 22: "Fire Lanes" shall be identified by painting the curb yellow and a four inch wide line and block letters 18 inches high, painted in the lane, at fifty foot intervals, stating, "FIRE LANE NO PARKING ", color to be bright yellow, or by the posting of signs stating, "FIRE LANE NO PARKING ", and painting the curb. Signs shall be posted on or immediately next to the curb line or on the building. Signs shall be twelve inches by eighteen inches and shall have letters and background of contrasting color, readily readable from at least a fifty foot distance. Signs shall be spaced not further than fifty feet apart nor shall they be more than four feet from the ground. (City Ordinance #2047) 23: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 24: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 25: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** D09 -237 Printed: 09 -01 -2010 fb 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 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 construction or the performance of work. Signature: Print Name: ( l_C�� - 1S f� D doc: Cond -10/06 D09 -237 Date: 9 , , t V ordinances governing or local laws regulating Printed: 09 -01 -2010 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 iutps/411 Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No Public Works Permit No Pro ject No on 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 King Co Assessor's Tax No.: 3597000257 Site Address: 225 Tukwila Parkway, Tukwila, WA 98188 Suite Number: Floor: Tenant Name: New Tenant: ❑ Yes ❑ ..No Property Owners Name: Westfield Corporation, Inc. Mailing Address: 11601 Wilshire Blvd, 11th Floor Name: Nicholas Lee Mailing Address: 633 Southcenter E -Mail Address: nlee @westfield.com PACLAND Contact Person: Bill Fortunato, P.E. E -Mail Address: bfortunato @pacland.com li:\Applications \Forms-Applications On Line \2009 Applications\ 1 -2009 - Permit Application. doc Revised: 1 -2009 Oh Los Angeles City CA State Day Telephone: (206) 246 -0423 Seattle WA 98188 City State Fax Number: (206) 244 -8607 GENERAL CONTRACTOR INFORMATION:_ (Contractor Inform loon for Mecbanical;(pgg4) for Plumbing and Gas' Piping (pg 5 Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: State ARCHITECT OF RECOF All ians must be wet p by Architect of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State ENGINEER OF RECORD'; — All plans lust be wet stamped by Engineer of Record Company Name: Mailing Address: 1505 Westlake Ave North, Suite 305 Seattle WA 98109 City State Day Telephone: (206) 522 -9510 Fax Number: (206) 522 -8344 90025 Zip Zip Zip Zip Zip Page I of 6 "� Existing e' ` r Interior Rem -k tAdditibn to " vs , ' d " ' -Existing r .. "Structurei .: ; - a New ie ' ^ `'NType of a e ;Construction per i IBC TXPe of Occupancy per IBC . - 1 s ` Floor ry Floor r ® " rC 400 D __. ----- — 373 Fr . . Floors thru Basement Accessory Structure Attached Garage Detached Garage Attached'Carport Detached Carport i Covered,Deck r Uncovered Deck '.;,' -_BUl J»NG PERMIT INFORMATION 206 431 36' Will there be new rack storage? ❑ Yes H:\Applicanons \Forms - Applications On lane\2009 Applications \I -2009 - Permit Application.doc Revised: I -2009 bh Valuation of Project (contractor's bid price): $ 1 is 3 cc, Existing in , Buildingg Valuation: $ j Scope of Work (please provide detailed information): 7�L P `l�(, WOW, " f e ❑ .. No If yes, a separate permit and plan submittal will be required. ,Provide All Building Areas in Square Footage`Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of 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: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: 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? ❑ Yes $1 No If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x II" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION — 206-4 Scope of Work (please provide detailed information): Demolition of approximately 400 sf drive - through teller building and associated structure on east portion of site. East portion of site to be cleared and graded for construction of surfacing parking lot. Parking area to west of existing bank building to be graded and reconfigured. Existing storm drainage utilities to remain; catch basin rims to be adjusted to proposed grades. Water District 0 ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer District 0 ...Tukwila ❑ ...Sewer Use Certificate Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ ...Valley View ❑ ... Sewer Availability Provided Submitted with Application (mark boxes which apply): .. .Civil Plans (Maximum Paper Size — 22" x 34 ") .. .Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Water Meter Refund/Billing: Name: Mailing Address: H. \Applications\Forns- Applications On Line \2009 Applications \I -2009- Permit Application doc Revised. 1 -2009 bh Call before you Dig: 1- 800 - 424 -5555 ❑ .. Highline ❑ .. Renton ❑ .. Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance m .. Right -of -way Use — Potential Disturbance 0 ...Construction /Excavation/Fill - Right -of -way ❑ Non Right -of -way 0 0 ...Total Cut 759 cubic yards ❑ .. Work in Flood Zone 0 ...Total Fill 1.120 cubic yards 0 .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities 0 .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements 0 .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... 53 WO # ❑ ...Temporary Water Meter Size .. I, WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public ❑ Private ❑ ❑ ...Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewa Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City City ❑ .. Renton El ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) State Zip Day Telephone: State Zip Page 3 of 6 • S PERMITAPPLICATIOIV NOTES Applicable; t o, all permits initfii = �` n � *.'.. _$ .i°:.�'is. v- �}'t.}. i ; I ff • 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. Date Application Accepted: Building and Mechanical Permit 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). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PER]VIIT. BUILDING OWNER OR AUTHO UZEO A ENT: Signature: Print Name: Nicholas Lee Mailing Address: 633 Southcenter H:\Applications \Forms - Applications On Line\2009 Applications \1-2009 - Permit Application.doc Revised: 1 -2009 hh Date Application Expires: Day Telephone: (206) 246 -0423 Seattle WA 98188 City °CPI ( Date: State Zip Staff Initials: Page 6 of 6 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 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1 100,000, 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. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME Westfield Southcenter Northeast Parking PERMIT # DO 6 1 — ' •. ?J" 1 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 category: Mobilization $38,000.00 Erosion prevention $4,445.00 Water /Sewer /Surface Water $17,560.00 Road/Parking/Access $322,490.00 A. Total Improvements $382,495.00 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. $2,500.00 C. 2.0% of amount over $100,000, but less than $200,000 of A. $2,000.00 D. 1.5% of amount over $200,000 of A. $2,737.43 4. TOTAL PLAN REVIEW FEE (B +C +D) $ 7,237.43 (4) 5. Enter total excavation volume 759 cubic yards Enter total fill volume 1,120 cubic yards Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. GRADING Plan Review and Permit Fees Approved 09.25.02 Last Revised Jan. 2009 1 $ 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. $250 (1) 49.25 (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 7,536.68 QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 —100 $37.00 101 — 1,000 $37.00 for 1 100 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 1 100,000 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 6. Permit Issuance/Inspection Fee (B +C +D) 8. GRADING Permit Review Fee Approved 09.25.02 Last Revised Jan. 2009 2 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 7,237.43 (6) 7. Pavement Mitigation Fee $ 1,865.00 (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 Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. 209.00 (8) WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2009 — 12.31.2009 Total Fee 0.75 $600 $6,005 $6,605 1 $1100 $15,012.50 $16,112.50 1.5 $2400 $30,025 $32,425 2 $2800 $48,040 $50,840 3 $4400 $96,080 $100,480 4 $7800 $150,125 $157,925 6 $12500 $300,250 $312,750 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. Allentown/Foster Point 2 Water (Ordinance 2177) $ E Allentown/Foster Point 2 Sewer (Ordinance 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ I. Other Fees $ Total A through G $ 0.00 (10) DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. Approved 09.25.02 Last Revised Jan. 2009 Total A through E $ 0.00 (9) ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE 0.75" 2.5" $300 $1,000 Temporary Meter 3 9,311.43 [Clear Form • • PROJECT ESTIMATE TABULATION LOCATION: TUKWILA, WA DATE: 10/15/2009 ITEM NO. WORK ACTIVITY QUANTITY' UNIT UNIT PRICE TOTAL 1 Mobilization Mobilization 1 LS $38,000.00 LS $38,000.00 3 WATER/SEWER/SURFACE WATER Adjust Catch Basin to Grade Vortechs 1000 Water Quality Vault 4 ROAD/PARKING /ACCESS 18" Curb & Gutter Standing Curb (18" Depth min.) Light Duty Aphalt Paving Heavy Duty Aphalt Paving Aphalt Pavement Striping Light Duty Concrete Paving Concrete Sidewalk Ramp Handicap Signs Fire Lane Signs Stop Signs Misc. Pavement Markings Lighting Pole Bases Lighting Fixtures, Poles & Conduit Estimate Prepared By: Company Name: Plans Dated: Project Grand Total 1 TOTAL . $38,000.001 2 EROSION CONTROL Silt Fence 765 LF $2.00 S/LF $1,530.00 Tree Protection Fence 370 LF $2.00 S/LF $740.00 Catch Basin Inlet Protection 29 Each $75.00 5/Each $2,175.00 SUBTOTAL $4,445.00 Contingency $0.00 2 TOTAL - , ' %.'.''� ".`: �; 7 " ' $4,44 SUBTOTAL Contingency 3 TOTAL 2,655 LF $20.00 S/LF $53,100.00 470 LF $18.00 $/LF $8,460.00 9,200 SY $20.00 5/5Y $184,000.00 SY 5/SY $0.00 5,000 LF • $0.25 $/LF $1,250.00 235 SY $28.00 $/SY $6,580.00 5 Each $3,000.00 $/Each $15,000.00 7 Each $275.00 5/Each $1,925.00 9 Each $275.00 S/Each $2,475.00 4 Each $275.00 S/Each $1,100.00 4 Each $150.00 5/Each $600.00 6 Each $2,000.00 $/Each $12,000.00 6 Each $6,000.00 S/Each $36,000.00 SUBTOTAL $322,490.00 Contingency $0.00 4 TOTAL $322,490. MEB PACLAND 10/15/2009 8 Each $400.00 5/Each $3,200.00 1 Each $14,360.00 5/Each $14,360.00 $17,560.00 $0.00 $17;560. $382,4951 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.: 3597000257 Permit Number: D09 -237 Address: 225 TUKWILA PY TUKW Status: PENDING Suite No: Applied Date: 11/06/2009 Applicant: BANK OF AMERICA DRIVE THRU DEMO Issue Date: Receipt No.: R09 -01762 Initials: User ID: Payee: JEM 1165 WESTFIELD TRANSACTION LIST: Type Method Descriptio Amount Payment Check 626045 7,701.88 Authorization No. ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES PW BASE APPLICATION FEE PW PLAN REVIEW Payment Amount: $7,701.88 Account Code Current Pmts 000.345.830 000.322.100 000.345.830 Total: $7,701.88 Payment Date: 11/06/2009 04:10 PM Balance: $7,903.29 243.62 250.00 7,208.26 PAYMENT RECEVED doc: Receipt-06 Printed: 11 -06 -2009 Pro ct :. af . Type9f inspecti9n: Ad`dres's: Date Called: S fecial .Instructions: i ID -.. p. .�0 .? (s — (9( • _...._ . -71K- Date Wanted:. �a.m„ H - -4 " � f p.m. Requester: Phone 0 (_ _ (? I V c 1.boq-'2,31 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY:OP TUKWILA BUILDING DIVISION 6.300 Southcehter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Perihit Inspectioh Request Line (206) 431 -2451 MAppruved per applicable codes. COMM ENTS: Corrections required prior to approval. P r 04 A- ("ow e 164e / — .'41/4) A Date: I, —y I) insp ACT RE‘ISPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: Type of Inspection: Address: 22.7 731: . t>k Date Called: Special Instructions: Date � �t f d z _ 4 . 1 , � Requester: Phone No: 2 - 0 ( 4 , - - - ) 1 . 9 - - ) y I Le 31 INSPECTION NO. INSPECTION' RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 I /'hApproved per applicable codes. a Corrections required prior to approval. COMMENTS: `N AC, \CAI G Pe.- o�Z -�-- a 2. 0- b -,Rc Ow C.i ; 00-C A CSC- A \c- Date: toiiRli I r7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. P ect A De/ k O Typro Inspection: As ( a ` Address: 1 ! � 1 i� : Date Called: ''} �'(I, ) 7 . [ .5_ �Uk`►'�°iIt Special Instructions: . I QrCv6 `l.ru Date Wanted: l . a `Z2 ( O Requester: Phone No: ( o - - 7 ' 1 rQi _ INSPECTION RECORD ,nn ✓, Retain a copy with permit PERMIT NO • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Approved per applicable codes. Ei Corrections required prior to approval. COMMENTS: r s R PECTION FEE RE UIRED. Pri to next inspection. fee must be at 6300 Southcenter blvd.. Suit 100. Call to schedule reinspection. Pro'ect: IPA 144Yril caDivelfm Type of Inspection: OA) rya. Ad ress: .PA6 11:4443 94o 4 Date Called: 1v/0/ Special Instructions: d " Date Wanted: . I o�i//l PS< Requester: J I ,lArK I'Tliiii ra Phone No: /4 9 d 1/ -If I6 Te • Dog -a37 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 (206) 431 - 3670. "J Approved per applicable codes. Il Corrections required prior to approval. COMMENTS: �I �►a�e d Inspector: 9 Date: It 0 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Sprinklers: Type of Inspection: re.,v�/1 0 1 k: Address: c�a — S �4 Y-`” i A- Suite #: er.=A) / Contact Person: Special Instructions: Occupancy Type: Phone No.: I ). . t► () — c _, ► t.{ kid i 4' r V - a37 po -. i A- I alde-e 441)z/0 ve- e'r.) -et) / -sit"-, •-c P erm 4 a t -J, pt L f< i t m–¢ WO seK Project: C „ C: Sprinklers: Type of Inspection: re.,v�/1 0 1 k: Address: c�a — S �4 Y-`” i A- Suite #: er.=A) / Contact Person: Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKVVILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East; Tukwila, Wa. 98188 206 - 575 -4407 Approved per applicable codes. Billing Address Word /Inspection Record Form.Doc me: 6/11/10 Date: 7// 7 Corrections required prior to approval. Inspector: 1 Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Attn: Address: Company N City: State: Zip: T.F.D. Form F.P. 113 CONC - EDGE OF GONG l. (^ - FRCEW:y . CN maNc4 W -BA. ._ -. CY . ` ENSF• 9ARRIOR CO w CO a. w J L CNI 0 W 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 0= 01'48'27 .. R = 1472.39 L 46.45 - ,�..,ar ®iiiiiiriiarsrriirria► grow. rA*re�rrr .��ir��l- •- .thYiiirirririiiiy vib,. 1 SCI I — T (206) 522-9510 F (206) 522 -8344 w M.PAcL No.mn TUKWILA PARKWAY ;. -.. REQUIRED 15' LANDSCAPE BUFFER ON 430TH TUKWILA PARKWAY AND ANDOVER PARK WEST = 11,607 SF 9GN BANK OF AMERICA DEVELOPMENT SOUTHCENTER MALL, TUKWILA, WASHINGTON REQUIRED LANDSCAPE BUFFER EXHIBIT SCALE: N.T.S. 6 -1 -2010 9 jOl a_ Q w 0 a z : Q EXHIBIT A COPY Suite 305 Seattle, WA 98109 11 AN Bank of America Redevelopment Tukwila, Washington Surface Water Drainage Technical Information Report August 11, 2010 1 505 Westlake Ave. N T 206.522.9510 F 206.522.8344 www.pacland.com Prepared By: Max Berde Reviewed By: Bill Fortunato, P.E. REVIEWED F CODE COMPLIANC APPROVED E AUG 3 0 2010 City of Tukwila BU ILDING DIVISION Bank of America Redevelopment Storm Drainage Report Tukwila, WA Section Page PROJECT OVERVIEW 1 PROPOSED IMPROVEMENTS 1 SITE LOCATION 2 DRAINAGE BASINS, SUBBASINS, AND SITE CHARACTERISTICS 3 SOILS CONDITIONS 3 CONDITIONS AND REQUIREMENTS SUMMARY 3 OFFSITE ANALYSIS 3 DOWNSTREAM ANALYSIS 3 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN 4 EXISTING SITE HYDROLOGY 4 DEVELOPED SITE HYDROLOGY 6 WATER QUALITY SYSTEM 8 CONVEYANCE SYSTEM ANALYSIS AND DESIGN 9 SPECIAL REPORTS AND STUDIES 9 OTHER PERMITS 9 ESC ANALYSIS AND DESIGN 9 CONSTRUCTION SEQUENCE AND PROCEDURE 1 0 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT 10 OPERATIONS AND MAINTENANCE MANUAL 11 Appendix A Table of Contents Figures Figure 1 — TIR Worksheet Figure 2 — Site Plan Figure 3 — Grading and Drainage Plan Figure 4 — Existing Basin Map Figure 5 — Proposed Basin Map Appendix B KCRTS Runoff Calculations Appendix C Water Quality Calculations & Specifications Appendix D Conveyance Calculations Appendix E Maintenance Checklist Appendix F FloHawks Storm Pipe Inspection Report PACLAND Project # 10018002 Page ii Bank of America Redevelopment Surface Water Drainage - TIR Tukwila, WA Project Overview Proposed Improvements The proposed redevelopment consists of the construction of a stall p rking area which includes site paving, utility, stormwater management, landscaping, site lighting improvements. The existing Bank of America branch building will remain. The adjacent drive - through banking facility will be demolished as part of the redevelopment. The total site is composed of acr and is bordered by Tukwila Parkway to the north and Andover Park West to the east. The site is a part of Westfield Southcenter mall. The existing storm drainage collection and conveyance system onsite will remain. Existing catch basins will be adjusted to proposed grades. Currently runoff from the western portion of the site infiltrates onsite. This will continue in the proposed condition for the western basin of the site. Stormwater will be not be detained because the propos d redevelopment does not increase the peak flow out of the basin by more than 0.1 cfs. Currently runoff from the eastern basin of the site discharges to the City of Tukwila storm system. Existing detention pipes and flow control structure are onsite and will remain for the proposed condition. Stormwater will be not be detained because the proposed redevelopment does not increase the peak flow out of the basin by more than 0.1 cfs. Water quality treatment will be provided by StormFilter cartridge treatment manhole system, withc7PG media cartridges. Treated or-mwaterwi rbe discharged to the public system at the corner of Tukwila Parkway and Andover Park West. The design has incorporated water quality BMP's, therefore, no significant adverse impacts to the stormwater management system on or off -site are expected as a result of the proposed development. See Figure 1 in Appendix A for the Technical Information Report Worksheet. PACLAND Project # 10018002 Page 1 Bank of America Redevelopment Surface Water Drainage - TIR Site Location PROJECT LOCATION CITY OF TUKWILA INTERSTATE -405 SIRANDER BLw LA PARKWAY g J VICINITY MAP N.T.S. Tukwila, WA Location: SW Corner of Tukwila Parkway and Andover Park West, Tukwila, WA 98188 Section/Township /Range: Sec. 23, T.23N, R.4E of W.M. Parcel Number: 3597000257 Size: 2.99 acres City, County, State: City of Tukwila, King County, Washington State Governing Agency: City of Tukwila Design Criteria: 1998 King County Surface Water Design Manual PACLAND Project # 10018002 Page 2 Flow Control: Match pre - developed 2 and 10 yr peak flows unless meeting flow control exemptions. Runoff Treatment: Basic Water Quality Treatment Conveyance Design: 25 -yr, 24 -hour event Hydrological Design Method: Continuous Hydrologic Model in KCRTS Manning's Calculation for conveyance Bank of America Redevelopment Surface Water Drainage - TIR Tukwila, WA Drainage Basins, Subbasins, and Site Characteristics See TIR Section 4, Flow Control and Water Quality Facility Analysis and Design, and Appendix A for basin maps and characteristics. Soils Conditions Based on the Geotechnical Report prepared by Shannon & Wilson, Inc. dated September 25, 2005, the site is generally characterized by a surface fill layer of medium dense, sandy silt and silty sand, over areas of estuarine sediments, over alluvial sands and gravels. The surface fill layer is up to 20 feet thick and not systematically compacted to a specific density. This soil is defined by the Natural Resources Conservation Service as SCS Soil Hydrologic Group — D. Conditions and Requirements Summary The following performance standards set forth by the 1998 King County Surface Water Design Manual and the City of Tukwila will be met or exceeded by the proposed stormwater management system. Offsite Analysis — Jurisdictional Requirements Downstream Analysis Stormwater from the project site enters the City of Tukwila storm drainage system via 12" pipe at the southwest corner of Tukwila Parkway and Andover Park West. The City of Tukwila system conveys stormwater north through the intersection of Tukwila Parkway PACLAND Project # 10018002 Page 3 Bank of America Redevelopment Surface Water Drainage - TIR Tukwila, WA and Andover Park West in a 60" storm pipe before entering a 108" culvert flowing east, which comprises a reach of Gilliam Creek. Gilliam Creek flows to the east along the south shoulder of 1 -405 before draining into the Green River. The segment of Gilliam Creek between 1 -5 and the Green River consists of alternating reaches of open channel and culvert segments. The Gilliam Creek Basin Stormwater Management Plan, by Herrera Environmental Consultants, dated May 21, 2001, describes a variety of flooding, erosion, water quality and fish habitat problems within the Southcenter Mall subbasin of Gilliam Creek. With the implementation of detention and water quality treatment on the proposed redevelopment project, no downstream impacts are expected. Flow Control and Water Quality Facility Analysis and Design Existing Site Hydrology Per the T998 KC- SWDM,. i:f a site has an approved drainage plan by the County since May 1979 for any conversion activity which includes the addition of more than 5,000 square feet of new impervious surface, THEN the existing site conditions are those created by the improvements and drainage facilities constructed per the approved engineering plans. There is a complete set of building plans for the existing drive - through banking facility, approved by the City- of.Tukwila Public Works on Sept. 25, 1979. Because the plans were approved.after- - May 1979, the site conditions indicated on the plans are to be used as existing ing basin conditions for the proposed redevelopment. The project site drains away from the existing bank building to the west and east into two basins. The existing site topography can be seen in Exhibit A (Figure 4) of Appendix A. The site and surrounding areas have grades of 4% or Tess. West Basin The West Basin comprises the western half of the existing bank building and related parking areas west of the building: The to catch basins in the parking area. According to the FI6Haw Pluming & Se . c2video inspection of the onsite storm pipes, completed on 8 /710; storm -sy in the west basin infiltrates onsite through a system of baffles and perforated concrete pipes. The west basin does not connect to the City of Tukwila public storm system. PACLAND Project # 10018002 Page 4 Area Condition Soil /Land Cover Type impervious 0.93 AC Pavement/ Rooftop 1.07 AC Landscaping Till Cass Area Condition Soil /Land Cover Type 0.83 AC Pavement/ Rooftop Impervious 0.16 AC Landscaping Till Grass Return Period Runoff Quantities (cfs) 2 -yr 0.3 10 -yr 0.5 100 -yr 0.7, .) Bank of America Redevelopment Surface Water Drainage - TIR The existing West Basin conditions are indicated in Table 2 below: Table 2 — Existing West Basin Conditions Tukwila, WA Because this basin infiltrates, no runoff discharges from the project site and the runoff peaks can be assumed to be 0 cfs. East Basin The East Basin comprises the eastern half of the existing banking building, parking to the east of the structure, and the drive - though banking facility on the east portion of the site. The basin drains to catch basins and storm pipes which convey stormwater to the City of Tukwila public storm system located within Andover Park West. Per the September 1979 plans, there is an existing flow control structure in the northeast quadrant of the project site. The structure has one 1.24" orifice and a 12" overflow pipe. The plan describes 162 linear feet of 24" drain pipe which was designed to provide detention. Using KCRTS to analyze the existing system, the system does not provide adequate flow control in accordance with the current King County requirements for Level One flow control. The existing East Basin conditions are indicated in Table 4 below: Table 4 — Existing East Basin Conditions These parameters were entered into the King County Runoff Time Series (KC -RTS) program using a reduced 1 -hour duration in the Sea -Tac rainfall region (location scale factor ST -1.0). The expected runoff quantities were then calculated as shown in Table 5; detailed KCRTS outputs have been included in the appendix. Table 5 — Existing East Basin Runoff PACLAND Project # 10018002 Page 5 Area Condition Soil /Land Cover Type 0.86 AC Pavement Impervious 0.11 AC Landscaping Till Grass Bank of America Redevelopment Surface Water Drainage - TIR Tukwila, WA Threshold Discharge Areas The project site is composed of two threshold drainage areas. The East Basin discharges directly to the City of Tukwila public storm system which flows into a culvert section of Gilliam Creek north of the intersection of Tukwila Parkway and Andover Park West and then flows east towards the Green River. Because the West Basin of the project site infiltrates, the runoff will slowly migrate east towards the Green River, following the topography of the area. The East Basin and Gilliam Creek are piped for approximately 1/4 mile east of the project site before continuing in an open channel to the outfall at the Green River. The infiltrated runoff from the East Basin does not combine with the tight - lined runoff from the West Basin until reaching the Green River, approximately 0.28 miles from the edge of the project site. Therefore, the project site contains two threshold discharge areas. Developed Site Hydrology The proposed redevelopment consists of site grading and paving for 239 parking stalls, which will have 2.43 acres of impervious surfaces. West Basin '4U -nder the proposed condition for the West Basin, stormwater runoff from the parking lot will sheet flow to existing catch basins, which are to be adjusted to proposed grades. After interception by these catch basins, the runoff will continue to be infiltrated onsite through the existing system, as described above in the existing condition. Table 6 describes the proposed conditions for the West Basin: Because this basin infiltrates, no runoff discharges from the project site and the peaks can be assumed as 0 cfs. Following the exceptions listed in the King County Surface Water Design Manual, section 1.2.3.1.A, because the proposed basin conditions will not increase the peak 100 -year flow rate by more than 0.1 cfs, flow control is not required for the basin. • East Basin Un .er -the proposed condition for the East Basin, the stormwater runoff from the parking lot will sheet flow to existing catch basins. After interception by these catch basins, the runoff will be conveyed through existing underground storm pipes and through the existing detention and flow control structure. Additional detention and flow control is not proposed, following exception #4 for urban redevelopment projects in Basic Flow Control Areas (section 1.2.3). The following are the criteria for the detention exception: PACLAND Table 6 - Proposed West Basin Conditions Project # 10018002 Page 6 Area Condition Soil /Land Cover Type 1.57 AC Pavement Impervious 0.44 AC Landscaping Till Grass Return Period Runoff Quantities (cfs) 2 -yr 0.4 10 -yr 0.5 100 -yr -'"`0. 7 Bank of America Redevelopment Surface Water Drainage - TIR Tukwila, WA a) The target surfaces subject to the Basic Flow Control Areas facility requirement will generate no more than 0.4 -cfs increase in the existing site conditions 100 - year peak flow for the threshold discharge area; As summarized below in Table 9, the proposed improvements to the threshold discharge area increase the 100 -year peak flow by 0.1 cfs; less than 0.4 cfs as required. Additionally, the project site is composed of two threshold discharge areas, which do not combine within '/a mile of the project site. b) The target surfaces subject to the Basic Flow Control Areas facility requirement will generate no more than a 0.1 -cfs increase in the existing site conditions 100 - year peak flow at any natural discharge location from the project site; The proposed improvements increase the 100 -year peak flow in the east basin by 0.1 cfs, which is acceptable under this exemption. c) The increased runoff from target surfaces will not significantly impact a critical area, severe flooding problem, or severe erosion problem; It is not anticipated that runoff from the project site will impact critical areas or severe flooding or erosion problems within the Gilliam Creek Basin. d) The manner in which runoff is discharged from the project site does not create a significant adverse impact per Core Requirement #1. The proposed drainage system utilitizes all of the existing storm drainage system onsite. Therefore, following Core Requirement #1, stormwater will be discharged from the project site in the same location as the existing condition. In the proposed condition, the basin will consist of the following: — Proposed East Basin Conditions These parameters were entered into the KC -RTS program using a reduced 1 -hour duration in the Sea -Tac rainfall region (location scale factor ST -1.0). As shown in Table 8, the following expected runoff quantities were calculated; detailed outputs have been included in the appendix. Table 8 — Proposed East Basin Runoff Quantities PACLAND Project # 10018002 Page 7 Return Period (---- -_— ...Storm Event Runoff cfs) West Basin 2 Year 10 Year 100 Year Existing 0 0 0 Proposed 0 0 0 East Basin Existing 0.3 0.4 0.7 Proposed 0.4 0.5 0.8 Total Site Existing 0.3 0.4 0.7 Proposed 0.4 0.5 0.8 Difference +0.1 +0.1 +0.1 Return Period WQ Design Flow (cfs) 60% of developed 2 -yr peak flow rate 0.25 Bank of America Redevelopment The existing and proposed peak runoff quantities for the West and East Basins are summarized in Table: Surface Water Drainage - TIR Tukwila, WA Table 9 - Summarized Site Runoff Valw Water Quality System Basic Water Quality Treatment will be provided in the East Basin by a StormFilter manhole treatment system by Contech Stormwater Solutions. This system uses media filtration with a ZPG cartridge to achieve the Basic Water Quality treatment goal-of of total suspended solids. Following the requirements of the 1998 KC -SWDM, the design flow for water quality facilities is 60% of the developed 2 -year peak flow rate from the basin. The design flow the proposed system is shown in Table 12: Table 12 - East Basin Water Quality Design Flow The StormFilter system has a treatment capacity of 1.8 cfs. This system will provide treatment up through the 100 -year peak release rate for the proposed basin, 0.8 cfs. Details and specifications for the StormFilter system are provided in Appendix C. PACLAND Project # 10018002 Page 8 Bank of America Redevelopment Conveyance System Analysis and Design On -site stormwater conveyance has been calculated through gravity flow analysis of the existing piping network. Based on a 25 -year storm event, peak runoff was routed through the existing system and determined to be adequate. Uniform Flow Analysis utilizing Manning's equation was employed with a Manning's "n" value of 0.012. Q_ 1.49 xAxR73xS'/ Manning's Equation: With: Q = Flow (cfs) n = Manning's Roughness Coefficient (0.012) A = Flow Area (sf) R = Hydraulic Radius = Area/Wetted Perimeter (If) S = Slope of the pipe (ft/ft) Conveyance calculations can be found in Appendix B. Surface Water Drainage - TIR Tukwila, WA Special Reports and Studies Supplemental Reports will be submitted upon request. A video inspection of the existing onsite storm system was performed by FloHawks Plumbing and Septic on 8/5/10. A copy of the field notes are included in Appendix F. Other Permits Project will seek coverage under the NPDESPe program from the Washington State Department of Ecology before construction_ activities begin.' ESC Analysis and Design All erosion and sediment control measures shall be governed by the requirements defined and listed in the King County Surface Water Design Manual, Appendix D. A temporary erosion and sedimentation control plan has been prepared to assist the contractor in complying with these requirements. Please see the Erosion Control Plan. PACLAND Project # 10018002 Page 9 Bank of America Redevelopment Construction Sequence and Procedure Surface Water Drainage - TIR Tukwila, WA The proposed development includes an erosion /sedimentation control plan designed to prevent sediment -laden run -off from leaving the site during construction. The erosion potential of the site is influenced by four major factors: soil characteristics, vegetative cover, topography, and climate. Erosion /sedimentation control is achieved by a combination of structural measures, cover measures, and construction practices that are tailored to fit the specific site. Prior to the start of any grading activity upon the site, all erosion control measures, including installation of a stabilized constriction entrance, shall be installed in accordance with the construction documents. The best construction practice will be employed to properly clear and grade the site and to schedule construction activities. The planned construction sequence for the construction of the site is as follows: 1. Pre - construction meeting with City of Tukwila. 2. Post sign with name and phone number of ESC supervisor (may be consolidated with the required notice of construction sign). 3. Flag and stake clearing limits. 4. Install catch basin protection. 5. Install perimeter protection (silt fence, brush barrier, etc.). 6. Clear and grub site. 7. Field locate all utilities. 8. Grade the site. 9. Maintain erosion control measures in accordance with King County standards and manufacturer's recommendations. 10. Install permanent stormwater system to be brought "on -line" upon completion of construction and approved by the governing jurisdiction engineer. 11. Thoroughly clean new storm system upon completion of paving to prevent disruption to permanent stormwater detention facility. 12. Remove temporary erosion control facility upon stabilization of entire project site, as approved by governing jurisdiction and project engineer. Bond Quantities, Facility Summaries, and Declaration of Covenant This information shall be provided prior to construction as coordinated with the City of Tukwila. PACLAND Project # 10018002 Page 10 Bank of America Redevelopment Surface Water Drainage - TIR Tukwila, WA Operations and Maintenance Manual The owner or operator of the project shall be responsible for maintaining the stormwater facilities in accordance with local requirements. Proper maintenance is important for adequate functioning of the stormwater facilities. The maintenance program can be found in Appendix E of this report. PACLAND Project # 10018002 Page 11 Bank of America Redevelopment Surface Water Drainage - TIR Tukwila, WA Appendix A Appendices Figures Figure 1 — TIR Worksheet Figure 2 — Site Plan Figure 3 — Grading and Drainage Plan Figure 4 — Existing Basin Map Figure 5 — Proposed Basin Map Appendix B KCRTS Runoff Calculations Appendix C Water Quality Calculations & Specifications Appendix D Conveyance Calculations Appendix E Maintenance Checklist Appendix F FloHawks Storm Pipe Inspection Report PACLAND Project # 10018002 Page 12 Appendix A Figures King County Department of Development and,Environmental Services TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER AND PROJECT ENGINEER Project Owner Westfield Corporation Address 11601 Wilshire Blvd, 12th Floor Los Angeles, CA 90025 Phone (310) 445 -6857 Project Engineer Bill Fortunato, P.E. Company PACLAND Address/Phone 1505 Westlake Ave. N, Suite 305, Seattle, WA 98109 (206) 522 -9510 Part 3 TYPE OF PERMIT APPLICATION Subdivison Short Subdivision Grading (orrtmercial Other Part 2 PROJECT LOCATION AND DESCRIPTION Project Name North Bank of America Redevelopment Location Township 23N Range 4E Section 23 Part 4 OTHER REVIEWS AND PERMITS DFW NPA COE 404 DOE Dam Safety FEMA Floodplain COE Wetlands Shoreline Management Rockery Structural Vaults Other Pat 5 SITE COMMUNITY AND DRAINAGE BASIN community Drainage Basin Gilliam Creek Basin Part 6 'SITE CHARACTERISTICS Rive( Stream Critical Stream Reach Depressions /Swales Lake Steep Slopes Floodplain Wetlands Seeps/Springs High Groundwater Table Groundwater Recharge Other Part 7 SOILS Soil Type Slopes Erosion Potential Erosive Velcoties Sandy silt and silty sand 0 - 4% Additional Sheets Attached Part 8 DEVELOPMENT LIMITATIONS REFERENCE Ch: 4 — Downstream Analysis Additional Sheets Attached LIMITATION/S1TE CONSTRAINT Part 9 ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION Sedimentation Facilities Stabilized Construction Entrance erimeter Runoff Control Clearing and Graing Restrictions Cover Practices Construction Sequen Other MINIMUM ESC REQUIREMENTS AFTER CONSTRUCTION Stabilize Exposed Surface emove and Restore Temporary ESC Facilities Clean and Remove All Silt and Debris Ensure Operation of Permanent Facilities Flag Limits of SAO and open space preservation areas Other Part 10 SURFACE WATER SYSTEM Grass Lined Channel Cipe Syste') Open Channel Dry Pond • Wet Pond Facility Related Site Limitations Reference Facility Tank Vault Energy Dissapator Wetland Stream Limitation Depression Flow Dispersal Waiver Regional Detention Method of Analysis KCRTS Compensation /Mitigati on of Eliminated Site Storage Brief Description of System. Operation West basin infiltrates onsite per existing condition; East basin existing catch basins connect to WQ treatment system (Contech StormFilter) and discharges to City of Tukwila system. Part 11 STRUCTURAL ANALYSIS Cast in Place Vault Retaining Wall Rockery > 4' High Structural on Steep Slope. Other Part 12 EASEMENTS/TRACTS Drainage Easement Access Easement Native Growth Protection Easement Tract Other Part 13. SIGNATURE OF PROFESSIONAL ENGINEER or a civil engineer under my supervision my supervision have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attachments. To the best of my knowledge the information provided here is accurate. Signed/Date SITE KEY NOTES T. ALL BORN AND MAIENA(5 SHALL COMPIy NM ALL 01 /6050111 REGULATIONS AND CCUE5 AND 05 N.A STANDARDS : ME DE901 91081 5 BASED WON THE ENOI(ERS IRI(0R5IANNG THE E8SIN6 COCOONS 08S PLAN ODES NOT REPRESENT A (01NLE0 FEW STACY. II( (0640 COMMONS SHORN ON INS RAN 9171 ARE BASED UPON SOOTY PREPARED BY PACE RECEIVED 6 -30 -7003 THE CONTRACTOR IS RESRW98)1 FOR CRANK DEMO (011 MS MOOR 10 BNW16 TIE PROPOSED 91E80111 AP00WMENT5, 10 C0IUCIS ARE DISCOVERED, ME CONTRACTOR 971) NOBLY THE 0MER PRIOR TO NS1ALLAi101 0 ANT MANN 0 TIE 91E00FM 8 8000 BE AFFECTED. R CONTRACTOR 005 N01 ACCEPT EXISTING SURVEY, NOUONG TOPOGRAPHY AS 9M004 ON R( PLANS, 'M0)1 EXCEPTION, M SHALL HAVE MAO, AT HIS OM EXPENSE, A 1(POORAPNC MET BY A MO5IERED LAND 9NW4ON ANO 9NNT IT TO IM ON4ER RA RENEW 3 CWOON - NOTICE 10 CONTRACTOR THE CMITRACIOR 15 SPEOIICALLY CAU00NE0 MAT 110 LOCATION AND/OIL ELEVATION IT (051040 UMIOE5 AS 5X006 ON MESE PLANS R 8ASC0 ON RECORDS OF ITC YAMS ULUDCS Alq SERE POSSIBLE, MEASUREMENTS TAKEN N 101E FIELD NE ATOM/AIM IS NOT TO BE REL(0 CR AS BEING EXACT OR COMPIER. THE CONTRACTOR RUST CALF D( APPROPRIATE UTILITY COMPANY AT LEAST 48 *OURS BEFORE ANY OCAY/0101 TO REOUE51 EXACT FIELD MOEN 0 0700(5. IT SHALL (0 NNE RESPONSRU1Y OF THE CONTRACTOR TO RELOCATE ALL E851I916 UTILITIES AND EBSING NPR0WME815 61101 (MALI NN ME P00POSE0 8(080WMEN15 OH DE PLN15 •RE510PE PAR10117 NERVY EAIy • x „S1ALls N 0HQ W1(011 - e.olcrr TUKWILA•PARKWAY. R F 1 739 _ ......... - .. WLENI - _ - - - II fif O FAIT APPARATUS ACCESS ROWS SHALL BE WANED By 17. 110E 57011 ACCE59BLE 80018046 51RP5 ALONG CURB AND BY D( POSING C 90.5 STA0N6, •FIE LAM NO PARING'. 9E1NS 9141 0 PO51(0 ON ON NMCOAIEL1 MX1 TO TM 0)08 LINE ON ON TM ORONO 9065 SHALL (0 17 ACHES BY le NOTES AND SHALL HAVE (TITERS AND BAOIONOXN Of CONTRAS1NG COOL, READILY READABLE 1001 AI 1(051 A 50 -0001 DISTANCE SONS MALL BE SPACED NOT FURTHER 1NAN 50 1E(T APART NW ROLL TE1 8E MOIL MAN FOR HET FROM THE MOND' PEOE50500 C00558ALK CONCRETE TRANSFORMER / UTILITY PAD. CONRACTco 10 COONp0AIE NM LOCAL POTTER (aPANT FOR O 101105 L 11. CONCRETE CURB@ ON8 RAMP 010E CONCRETE 90ENALKe le CONCRETE axe AND CUTTER, (171) LANDSCAPE RAND. (TIP) PANTED OIRECTIONAI ANON, TYPICAL M8 0011 POE BASE (PP). REFER 10 9R 001195 PLAIT CONTRACTOR SHALL REFER 10 ARCHITECTURAL PLANS TOR ([0601 LOCATION ANO 08AN90N5 OF LE5n8ULF, SLOPED 100864 EAT POROES SIDEWALKS RAMPS L TRUCE DOOMS PREOSE BIRONG 0M019o15 A140 EXACT 8)010866 UTILITY ENTRANCE L0CA11065 i 054(8ONS 940X4 REFER TO FACE OF OCR. FAO O &16080 ON TO THE CONTEMN( 0 P05EAENT 518185. UNLESS 01M0NSE NOTED. ALL PAW, PARKING LOT AREAS 8TNN D( OATS 0 NPROYELENFS SMALL BE STANDARD OUT, PAWMENI UNLESS mums( NOTED. 7. CONTRACTOR 9104. PROM( A TEMPORARY MOM CONTROL PLAN FOR 771E CITY (01044EER APP00YAL PRIOR TO ANY RPt0 8T0N THE CITY N011 -0 -8017. FIRE IMO 5701180 AROUND 8ULOIN6 RERNE0R AND AL046 FIRE TRUER ACCESS BAYS DULL RE INSTALLED AS PART 0 N15 CONTRACT, N ACCORDANCE 8TH THE LOCAL 600 AND FIRE MARSHALL REORREMEN75 9. REFER TO BOUNDARY SURREY FOR LEGAL DESCRIPTION, OMEN9075 Of PROPERTY LNES, BADS 0 OA0NGS 8 0NO1MAR8 011OiMAOON. (SEE 9(01 C5 -,) ALL ON-91E PANTE0 STRIPING SHALL BE DOABLE COALED. SEPARATE COATS 91ALL BE APPLIED NO 500NER MAN A HOURS APART. (CONTRACTOR 10 REFER 10 PRO.ECT S1EaRCAnONS FON IMMORAL PAVING MARRING REO)REMENii) PREMED • Sl0( 'SILO 90* IT STOP BCE (TYP)e 900,E NPR SOLID UK PANTED 51NPN6 SANCTA 1010.1 MO 104 EASM6 PAVEMENT DEIECIA&E 8ARNN0 CURB 50.1PPE8 e BNOR (090110 BL001 NAIL NM CAP UNIT5. KEYSTONE COMPACT SNAONI FAO 900T, COON TAN; OR Cren.r 1401, F -TM BLOCK (MCA ONO ink AIM WIMP 12 PAR00146 LOT 5NI0N0 SHALL BE 0110, 1' NON. 01 DOUBLE comm. MESS 00(RNSE 0401)0 LIMIT POE BASES TO BE PANTED PER CRAMS 08(6MOI4 13 ALL OSMR00 AREAS ARE 10 RECE)W FOUR ACHES 0 TOPSOIL, SEED, ILO. MO WATER Wee A HEALTHY STAND OF GRAS515 ESTABLISHED 14 ALL 9.AN05 NM 06018 MD CUTTER SHALL BE LANDSCAPED. DOSE ISLANDS ARE 10 HALE 18' 0180 AND CUTTER. ALL REMAINING ISLANDS ARE TO BE STRIPED AS 90(0 IS E850N6 STRUCTURES TA NN (015180(001 LNI1S IRE TO BE ABAIU0(0 REMOVED OR RELOCATED AS NECESSARY- ALL COST SHALL 0 ACUOEO N BASE 040. 16. CONTRACTOR SHALL (0 RESPONSIBLE FOR ALL RELOCATIONS INCLUDING BUT NOT LAMED T0, ALl UTL10S 51614 MANAGE, 9(85, 100016 SIGNALS 6 ROES ETC AS RE0.1RED. ALL ACM SHALL RE N ACCORDANCE NTH GOWNING WMOB0E5 SPE0R(A0ON5 AND SHALL BE APPROVED BY SUCH. AL COST SHALL BE INCLUDED N BASE 80 . 17, PYLON 96N5 SHALL 0 CONSTRUCTED BY OTHERS ALL STE 90800 SHALL BE LINER A SEPARATE FERMI. LEGEND 6 O GRAPHIC SCALE 1 01 01127 ) CONCRETE CURB 000 a11ER SARCU1 COMPACT STALL INKIER Or PARKNG STALLS PER ROB NON LICHT POLE ANO 10108E HIRE LANE STRIPING 801 9015 E85TNG UTILITY TO HAVE BEEN DEMOLISHED CALL 48 HOURS BEFORE YOU DIG 1 - 800 - 424 -5555 STANDARD alt PAWMENTe CONCRETE SIDEWALK g CONCRETE CURB Sou't,hcenter VIES'1IELO 0E9GN & CONSTRUCTION 11601 N a B. 001. or 11 flo t 0n\HP1.. s, Ge1H4nn0 90025 -1748 Tetephom. 310 478 4456 FRCS�ma4 310 478 •468 V; FIE 4 447-117f.i: Reg.slrot.on No Ivs 11461044A.e.8. 5, 8105 Lm. N101 ✓ey Pon: No. Pedsion Dote Sn eee, Tw SI C PLAN N Sheol T,Ile C 11.1 (106)5111514 F (106) 5111744 SPPro.ols/Pncse. NORTHEAST PARKING PERMIT SET PERMIT: 6/2/2070 'NOT FOR CONSTRUCTION' � llilln � 1111105 'E - \U INI' ;(�'1IJIj li1 !'420 Di vN� �1i IllrwlijaP ,sob NA Dole 5001)8 D09 -237 REV 2 T. THE CESIGN SHORN 5 BAWD OCR THE MOWERS UNDERSTANOING OF DC ENSTINC coOTIONS. THE PUN DOES NOT REPRESENT A DEINLED TELD AMEX DC TESTING CONDITIONS 7001 01 DOS FLAN 9E11 ARE BASED URN DIE SURVEY PREPARED BY PACE PEWEE, 6-30-2008 ME CONTRACTOR IS RESPONSIBLE TOR WINING *0.0 CONDITIONS MGR TO BONG THE PROPOSE0 910001 PIP00001101115 F CONFLOTS ARE INSCOVERED, lit CCNTRACTOR SHALL 110101 THE MINER P110 110 INSTALLATION OF ANY PORTION Of THE SIEWORic ONG NORD OE AfTECTED. IF CONTRACTOR DOES NOT ACCEPT TASTING SARNEY. PICLUDING TOPOGRAPHY AS 940114 ON THE PLANS. NIHON EXCEPTION, HE SHALL HOSE MADE, Al RS MIN DPENSE. A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURNERR AND SUBMIT IT 10 TIE OVER 101 RENEW. 2. CANDOR - NOTICE 10 TONTRACTO1 THE CONTRACTOR IS SPEOFICALLY CAUTIONED Al TIE LOCATION AND/OR ELEVATOR CC OTSIING UTIMES AS SHOW" ON THESE PLANS IS BASED ON RECORDS OF NE VA150.5 URITY =PANES AND, MERE POSSIBLE. NEASTREMENTS TAKEN IN THE MID TIC 010OR10104 IS NOT BE RELIED ON AS 00010 CRC CO COUPLER. THE CONTRACTOR MUST CALL THE APPROSTATE UTILITY COIPANY Al LEAST 40 1130145 aram N15 [RAMON TO MUST ['ACT FELD LOCATION Cr TOMES IT SHALL BE THE 3170065JTY Of THE CONTRACTOR TO RELOCATE AU ENSTING UTILITIES 1701 CONFLICT NTH THE PROPOSED NNIOVEMENTS SHORN CR THESE Pim& 1 ME 701 ELEVATORS INDICATED 11 11115 am REPRESENT THE DESIGN TOP OT PARLOR UNLESS °NERNST NOTEO. 1. CONTRACTOR 5 11001019110 TOR DEMOUTION AL TOSTRO ssuctuRts itauavc KNOUT 0 ANY [ASTRO UTILITOS STRUNG ME STRUCTURE 010.11(5 ARE TO BE REI100(0 TO TIE 1011-AL-BAY. 5 ALL UNSURFACE0 AREAS DISTURIXO BY CRADNG OPERATOR/ 7A11 EWE TINGES Or TOPSOIL CCNTRACTOR SHALL APPLY STABILIZATON GMT TO ALL SIMS .31:1 01 STEEPER. CONTRACTOR SHALL sawn fISTURBED mos RUH GRASS II ACC[RDANO TIM LOCAL SPECTI1CATIO1 WM A HEALTHY STAND Or GRASS IS OBTARED. 6 AU (01 AND FILL ROPES VAAL BE CONSTRUCTED PER THE U3C COX NO APPLICABLE LOCAL FICUTATEN. ALL CUT AND FEL SLOPES SHALL BE 11 OR FLATTER UNLESS MORO NOTED. 7. CONTRACTOR BIALL AMITE AMIDE MANAGE AWAY FROA BIALONGS Au RATON/ ONO PAWD AREAS NO SHALL GRACE ALL 100A5 TO PRECLUCE MONO OF RATER. & ALL POLLUTANTS OTTER 1HAT1 SECIMENT 91-911 DUN% CONSTRUCTION OM et HANDLED NM OISPOSED OF N A MANNER THAT DCES NOT CAUSE CONTIAINA101 AL STIOTWATER. THE CONTRACTOR SHALT. ADHERE TO Al TERMS NO MOTIONS AS MUTED P4 THE GENERAL 11 P.00.1 PERIM FOR STERIRATER mama ASSODATED 141111 CONSTRUCTION AMITIES & PROPERTIES AND WATERWAYS nornmtAu a ME 910 SHALL EIE PROTECTED FRCAI EROSION DUE 10 'CREASES FI THE 501)110. VELOOR AND PEN FLOW RAM OF STOMMATER WOE FRG ARMCO 911 10. ONSTRuCION SHALL CORRY NM ALL APPUCNXE GOVERNING COOTS AND BE CONSTRUCTED TO SATE. TT. CONTRACTOR 10 MOVE UNSUITABLE SOLO LOCATED NITRN THE BUILDINGS SPLAY LINE a DC FOOTPCS. I2. FCR 6300101 NO TOMO/PIO INFORMATION REFER TO PROICT SLIMY. 11 STOIMWATER OUALETE VAULTS NU RECAP( A SEPARATE KCMG PONT AND STRuCTINAL RENEW. GEOTECHKCAL INTONATION MU 0150 BE REOLARED STORM DRAINAGE NOTES T. ALL 0511 MANAGE STRUCTURES TO BE ROUTED NC REPARED AS NEEDED, AND ALL EXISTNG PIPES NO STRuCTIARES %KIN ON INS RAN TO BE CLEANED OUT TO FUME All SAT At0 DEBRIS 2. F NAY DOSING STRUCTURES TO RERAN ARE ()WAGED MANG CONSTRUCTOR 17 SHALL BE DE CONTRACTORS RESPONSIBLITY TO WPM APIDAR arua lilt ENGRG STRUCTURE AS NECESSARY 10 RETURN 11 TO MOTO worm OR OTTER. 2. SION DR011A91 PPE MTH LESS DIAN 2-0 MIER SHALL BE CLASS IV /ENFORCED COTE PIPE CR AMOCO EOM. TO SUSTAN 11-20 WONG I. AU 0191E STOW ORNNACE PPE SHALL BE SMOOTH WALLED NERO. NANUFACTUREITS CRIFICATIO4 AL LIANAINCS ROTC/NESS COOTICENT 11A0.012 OR LESS. 5 PRECAST STRuCTURES NAY EE USW Al CONTRACTORS SPOON. 6 AU CAT01 BASOS NO AREA BRANS PX TO OE STuATED 5204 MAT THE OUTSIDE EDGE OF GRATE FRAME 5 Al DX CT CIAID OR ROANE O MITER (NCO AMORE} GTCH BASS/ PUT PROTECTOR / ER0404 CONTROL TO IX USED RR AU ICI INLETS 5 AU STOW PPE ENCINO STRUCTURES SHALL Et GROUTED TO ASSURE manor* Al STRUCTURE IS 901E01011. I ALL STORM SERER NANOLES N PNID AMENS STULL BE FluSH 6001 PNE0(41, AND 711110E NIRO WARM RING NO COVERS. MANHOLES II UNPAVED AREAS SHALL BE 6 ABM 18101 GRATE LOS SHALL TIE LIKUD 'SION SERER". 10. 11)1 STORM STRUCTURES WU TIME A SITCOM LINTON POMO MORTAR MGT 1R01 PAERT 11 10 INViRT Oil. IREESS OTHERNSE 1010*011 THE G1O1 BASOI DETAIL II. CONTRACTOR BOLL CONECT ROO ORAN LEADERS TO PRO STORM ORANS IS 91011N. EARTHWORK OUANTMES TACO DUANTITIES CEIERAL PURPOSES CPA/. DOES NO1 ACCOUNT RR TNEREXCAVATION DUE TO UNSUTIOI SOTS OR AMC SECTORS Olt 759 CY nu, 1120 C/ NEE 361 011 (01.1) CITY OF TIJKWILA STANDARD NOTES $TORM DRAMAGE NOTTP I. AU TATITOOS AND IIATERTALS 91ALL WET 011 CT TUKYSLA DEKLOPIGT GUAILINES AND 0040 AND CONSTRUCTION STANDARDS. AND DE WENT OM RUNTY 1000000 01011 MTh GRUA, WEISS 011(R110 AMAMI) 2. NM All STCRv ORAN wars mai buisP IOU TrASTE *000 0111011 - DRAINS TO STREAMS; TRANS TO WEILANDS CR 'DRAW TO GRONDWATIE. AS APPUCABLE. ORMIAY OBVERTS SHALL 00 Cr SUFFKINT LENGTH TO mow A wow II am( 1501 DE EGO Cr THE DRIWRAT TO ME ONTO/ Of RE 9100 REVERTS SHALL NNE SENSED END SECTORS THAT MATCH THE SIDE SLOPE. LEGEND ENSTINC uttiTY TO HAW EEG 00110.19C0 EX. COCOA PROPOSED ONTOuR SPOT ELEVARC“ WATER DUALITY TREADENT RANGE KEY MAP • Sout ce 44:344.-po *20 01112(10 DESIGN & CONSTRUCTION 11601 'nom. BdifeNVIC 1111. floor :es Moot, Col.etna 90023-17)13 Teepoone 310 278 .456 racsirrae 310 478 .460 OVEIFTLETTHiPria. Regestrolon No. conwion,. r A ... 1 Oa ISM Waft. he. M. L. VS Saab, WA MUM ▪ y Pion- Approvoi,/Phose. NORTHEAST PARKING PERMIT SET PERMIT: 6/2/2010 NOT FOR CONSTRUCTYOFF No 50 Dote Sheet I.tle GRADING AND DRAINAGE PLAN Sheet Tate C-12.1 5 OM 522.1110 12111 122.1301 F Job No. Date Soda D09-237 REV 2 oo m co 0 0 x V] 0 m X W WEST BASIN INFILTRATES ON SIZE 505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522 -9510 F (206) 522 -8344 WWW.PAcLualca+ -_ lULWI A PARKWAY EXISTING FLOW EXISTING EXfSTiN FLOW DISCHARGE LONGEST FLOW PATH CONTROL FROM EAST • ;k._..... DRAINAGE BASIN — STRUCTURE ,BASIN 1 PROPERTY LINE NORTHEAST PARKING SOUTHCENTER MALL EXPANSION EXISTING BASIN EXHIBIT SCALE: 1' = 100' LEGEND WEST BASIN: 0.99 AC EAST BASIN: 2.00 AC c TOTAL PROPERTY: 2.99 AC 3�. (� LL cc w 0 0 • Z 8 -11 -2010 EXHIBIT A • GO z WEST BASIN • INFILTRATES :ON SITE m 0 CD CD cNI CO z a x 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522 -9510 F (206) 522 -8344 www.PAdum.td+ TUKWILA -PARKWAY: -, - EXISTING AND PROPOSED btS - ' :....._. • FROM EAST BASIN 6 , . L PROPOSED FLOW LONGEST FLOW PATH DRAINAGE BASIN — PROPERTY LINE — NORTHEAST PARKING SOUTHCENTER MALL EXPANSION PROPOSED BASIN EXHIBIT SCALE: 1' = 100' 8 -11 -2010 PROPOSED WEST BASIN: 0.99 AC PROPOSED EAST BASIN: 2.00 AC TOTAL PROPERTY: 2.99 AC EXHIBIT B Appendix B KCRTS Runoff Calculations EAST BASIN PRE - DEVELOPED 100 -YR PEAK DISCHARGE Time Series File:wfban_prel.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates-- - Flow Rate Rank Time of Peak (CFS) 0.342 6 2/09/01 2:00 0.271 8 1/05/02 16:00 0.414 2 2/27/03 7:00 0.284 7 8/26/04 2:00 0.344 5 10/28/04 16:00 0.363 4 1/18/06 16:00 0.412 3 10/26/06 0:00 0.702 1 1/09/08 6:00 Computed Peaks Flow Frequency Analysis Time Series File:wfban_pre2.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates-- - Flow Rate Rank Time of Peak (CFS) 0.216 6 2/09/01 2:00 0.185 8 1/05/02 16:00 0.260 3 12/08/02 18:00 0.210 7 8/26/04 2:00 0.250 4 10/28/04 16:00 0.230 5 1/18/06 16:00 0.305 2 10/26/06 0:00 0.426 1 1/09/08 6:00 Computed Peaks Flow Frequency Analysis - -- -Flow Frequency Analysis - - Peaks - - Rank Return Prob (CFS) Period 0.702 1 100.00 0.990 0.414 2 25.00 0.960 0.412 3 10.00 0.900 0.363 4 5.00 0.800 0.344 5 3.00 0.667 0.342 6 2.00 0.500 0.284 7 1.30 0.231 0.271 8 1.10 0.091 0.606 50.00 0.980 Flow Frequency Analysis - - Peaks - - Rank Return Prob (CFS) Period 0.426 0.305 0.260 0.250 0.230 0.216 0.210 0.185 0.386 1 100.00 0.990 2 25.00 0.960 3 10.00 0.900 4 5.00 0.800 5 3.00 0.667 6 2.00 0.500 7 1.30 0.231 8 1.10 0.091 50.00 0.980 Time Series File:wfban_dev_west.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates - -- Flow Frequency Analysis----- - Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period 0.219 6 2/09/01 2:00 0.429 1 100.00 0.990 0.188 8 1/05/02 16:00 0.315 2 25.00 0.960 0.264 3 12/08/02 18:00 0.264 3 10.00 0.900 0.216 7 8/26/04 2:00 0.258 4 5.00 0.800 0.258 4 10/28/04 16:00 0.233 5 3.00 0.667 0.233 5 1/18/06 16:00 0.219 6 2.00 0.500 0.315 2 10/26/06 0:00 0.216 7 1.30 0.231 0.429 1 1/09/08 6:00 0.188 8 1.10 0.091 Computed Peaks 0.391 50.00 0.980 Flow Frequency Analysis Time Series File:vfban_dev_east.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates - -- Flow Frequency Analysis Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period 0.420 6 2/09/01 2:00 0.835 1 100.00 0.990 0.355 8 1/05/02 16:00 0.581 2 25.00 0.960 0.502 3 12/08/02 18:00 0.502 3 10.00 0.900 0.399 7 8/26/04 2:00 0.477 4 5.00 0.800 0.477 4 10/28/04 16:00 0.447 5 3.00 0.667 0.447 5 1/18/06 16:00 0.420 6 2.00 0.500 0.581 2 10/26/06 0:00 0.399 7 1.30 0.231 0.835 1 1/09/08 6:00 0.355 8 1.10 0.091 Computed Peaks 0.751 50.00 0.980 kit ,., ik�. I EAST BASIN DEVELOPED 100 -YR PEAK DISCHARGE Flow Frequency Analysis Appendix C Water Quality Calculations & Specifications Time Series File:wfban_dev west.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates - -- Flow Frequency Analysis------ - Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period 0.219 6 2/09/01 2:00 0.429 1 100.00 0.990 0.188 8 1/05/02 16:00 0.315 2 25.00 0.960 0.264 3 12/08/02 18:00 0.264 3 10.00 0.900 0.216 7 8/26/04 2:00 0.258 4 5.00 0.800 0.258 4 10/28/04 16:00 0.233 5 3.00 0.667 0.233 5 1/18/06 16:00 0.219 6 2.00 0.500 0.315 2 10/26/06 0:00 0.216 7 1.30 0.231 0.429 1 1/09/08 6:00 0.188 8 1.10 0.091 Computed Peaks 0.391 50.00 0.980 Flow Frequency Analysis Flow Frequency Analysis Time Series File:wfban_dev_east tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates - -- Flow Frequency Analysis Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period 0.420 6 2/09/01 2:00 0.835 1 100.00 0.990 0.355 8 1/05/02 16:00 0.581 2 25.00 0.960 0.502 3 12/08/02 18:00 0.502 3 10.00 0.900 0.399 7 8/26/04 2:00 0.477 4 5.00 0.800 0.477 4 10/28/04 16:00 0.447 5 3.00 0.667 0.447 5 1/18/06 16:00 0.420 6 2.00 0.500 0.581 2 10/26/06 0:00 0.399 7 1.30 0.231 0.835 1 1/09/08 6:00 0.355 8 1.10 0.091 Computed Peaks 0.751 50.00 0.980 WQ DESIGN FLOW = 60% OF 2 -YR DEVELOPED PEAK RATE = 0.25 CFS CONSTRUCTION PRODUCTS INC. Prepared by Kathryn Thomason on August 11, 2010 Size and Cost Estimate Bank of America Southcenter North — Stormwater Treatment System Tukwila, WA Information provided: • Total contributing area = 2.01 acres • Impervious area = 1.57 acres • Water quality flow, Q = 0.252 cfs • Peak hydraulic flow rate, —peak = 0.84 cfs • Presiding agency = City of Tukwila, WA Assumptions: • Media = ZPG cartridges • Cartridge Height = 12" • Cartridge flow rate = 10 gpm • Drop required from inlet to outlet = 1.8' minimum Size and cost estimates: The StormFilter is a flow -based system, and is therefore sized by calculating the peak water quality flow rate associated with the design storm. The water quality flow rate was calculated by the consulting engineer using KCRTS and was provided to CONTECH Construction Products Inc. for the purposes of developing this estimate. The StormFilter for this site was sized based on a water quality flow rate of 0.252 cfs. To accommodate this flow rate, CONTECH Construction Products Inc. recommends using a 96" Manhole StormFilter with 12 cartridges (see attached detail). The estimated cost of this system is $32,000, complete and delivered to the job site. This estimate assumes that the system is 8 feet deep. The final system cost will depend on the actual depth of the units and whether extras are specified. The contractor is responsible for setting the StormFilter and all extemal plumbing. Typically the precast StormFilters have intemal bypass capacities of 1.8 cfs. If the peak discharge off the site is expected to exceed this rate, we recommend placing a high -flow bypass upstream of the StormFilter system. CONTECH Construction Products could provide our high -flow bypass, the StormGate, which provides a combination weir - orifice control structure to limit the flow to the StormFilter. The estimated cost of this structure is $4,000. The final cost would depend on the actual depth and size of the unit. ©2008 CONTECH Construction Products Inc. 11835 NE Glenn Widing Dr., Portland OR 97220 Page 1 of 1 www.contech - cpi.com Toll -free: 800.548.4667 Fax: 800.561.1271 TS -P027 SITE SPECIFIC DATA REQUIREMENTS STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (14). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 14 CARTRIDGES. 096 MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.8 CFS. IF THE SITE CONDITIONS EXCEED 1.8 CFS AN UPSTREAM BYPASS STRUCTURE FS REQUIRED. CARTRIDGE SELECTION STRUCTURE ID • WATER QUALITY FLOW RATE (cfs) • PEAK FLOW RATE (cfs) * RETURN PERIOD OF PEAK FLOW (yrs) • # OF CARTRIDGES REQUIRED • CARTRIDGE FLOW RATE ` MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS) ' 1 gpm/ft' PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE #1 * • • INLET PIPE #2 ` OUTLET PIPE • ` . UPSTREAM RIM ELEVATION DOWNSTREAM RIM ELEVATION ' ANTI - FLOTATION BALLAST WIDTH HEIGHT NOTES /SPECIAL REQUIREMENTS: • PER ENGINEER OF RECORD STORMFILTER DESIGN NOTES STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (14). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 14 CARTRIDGES. 096 MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.8 CFS. IF THE SITE CONDITIONS EXCEED 1.8 CFS AN UPSTREAM BYPASS STRUCTURE FS REQUIRED. CARTRIDGE SELECTION CARTRIDGE HEIGHT 27" 18" LOW DROP RECOMMENDED HYDRAULIC DROP (H) 3.05' 2.3' 1.8' SPECIFIC FLOW RATE (gpm /sf) 2 gpm/ft' 1 gpm /ft' 2 gpm /ft 1 gpm /ft' 2 gpm /ft' 1 gpm/ft' CARTRIDGE FLOW RATE (gpm) 22.5 11.25 15 7.5 10 5 INLET CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RING /RISERS INLET PIPE TOP SLAB ACCESS SEE FRAME AND COVER DETAIL FILTER J CARTRIDGE FLOW KIT PLAN VIEW STANDARD OUTLET RISER FLOWKIT: 43A OUTLET SUMP HDPE OUTLET RISER SECTION A -A m. s. ,ManagernA StormFilter• OUTLET SUMP 96" I.D. MANHOLE STRUCTURE (114 ") O.D. A OUTLET FLOATABLES BAFFLE >z ?- D Z3 C3 O _ � • • • 4 . 4" 4 Q 4 `<STORMWATER , " LOTIONS } torm' t• aterStar C\) 443 .t. 1 , X w�uzewu® ,<•iI1 ►4 FRAME AND COVER (DIAMETER VARIES) N.T.S. i%0e14 ■e:0se CONSTRUCTION PRODUCTS INC. www.contech-cpl.com 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 800 - 338 -1122 513- 645 -7000 513 -645 -7993 FAX GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH ( ) ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH CONSTRUCTION PRODUCTS REPRESENTATIVE. www.contech - cpi.com 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 5. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET AASHTO M306 LOAD RATING, ASSUMING GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION 6. FILTER CARTRIDGES SHALL BE MEDIA- FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7- INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS. 7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft). INSTALLATION NOTES A SITE-SPECIFIC DE IGN CO 1 DED T CONSIDERATIONS AND SHALL BE i. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS RE DESIGN RSL.".A, L.,... .f:.. SPECIFIED BY ENGINEER OF RECORD. 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE (LIFTING CLUTCHES PROVIDED). 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). 5. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HOPE OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. 6. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION - RELATED EROSION RUNOFF. SFMH96 STORMFILTER STANDARD DETAIL Appendix D Conveyance Calculations 8 pii/ (0 MEf PROJECT: 2 5'yekr beak I I DESCRIPTION: C O I)VEY A NCE C ALCuLr4Tl oOS WORST CASs S c eN ARlo : I7 1 pipe- Slope 0.39% h= 0.012_ M PN1v I JG'S EQuA-r,6v.): Qc• n (A) (2111 (5r1- f N ` i = 1C+ :0.25 g 0.0039 c -11f+ Q )1- (0.,85)(o,2s)Z��0.003GP1- QcAP 02C P » JK oP AJuMERIcA KEOBELopMFr.)T P, pe CoPtOy Exccc>als 25 -y Peak Flow Appendix E Maintenance Checklist Frequency Drainage System Feature .1 Problem Conditions To Check For Conditions That Should Exist M,S General Trash, debris, and sediment in or on basin Trash or debris in front of the catch basin opening is blocking capacity by more than 10 %. No trash or debris located immediately in front of catch basin opening. Grate is kept clean and allows water to enter. M Sediment or debris (in the basin) that exceeds 1/3 the depth from the bottom of basin to invert of the lowest pipe into or out of the basin. No sediment or debris in the catch basin. Catch basin is dug out and clean. M,5 Trash or debris in any inlet or pipe blocking more than 1/3 of its height. Inlet and Outlet pipes free of trash or debris. M Structural damage to frame and /or top slab Corner of frame extends more than 3 A inch past curb face into the street (if applicable). Frame is even with curb. M Top slab has holes larger than 2 square inches or cracks wider than inch (intent is to make sure all material is running into the basin). Top slab is free of holes and cracks. M Frame not sitting flush on top slab, i.e., separation of more than 3 A inch of the frame from the top slab. Frame is sitting flush on top slab. A Cracks in basin walls/bottom Cracks wider than'/ inch and longer than 3 feet, any evidence of soil particles entering catch basin through cracks, or maintenance person judges that structure is unsound. Basin replaced or repaired to design standards. Contact a professional engineer for evaluation. A Cracks wider than Y2 inch and longer than 1 foot at the joint of any inlet/outlet pipe or any evidence of soil particles entering catch basin through cracks. No cracks more than �'A inch wide at the joint of inlet/outlet pipe. Contact a professional engineer for evaluation. A Settlement/ misalignment Basin has settled more than 1 inch or has rotated more than 2 inches out of alignment. Basin replaced or repaired to design standards. Contact a professional engineer for evaluation. M,S Fire hazard of other pollution Presence of chemicals such as natural gas, oil, and gasoline. Obnoxious color, odor, or sludge noted. No color, odor, or sludge. Basin is dug out and clean. M,S Outlet pipe is clogged with vegetation Vegetation or roots growing in inlet/outlet pipe joints that is more than 6 inches tall and less than 6 inches apart. No vegetation or root growth present. k Lt Maintenance Checklist for Catch Basins and Inlets If you are unsure whether a problem exists, please contact a Professional Engineer. Comments: A = Annual (March or April, preferred) M = Monthly (see schedule) S = After major storms (use 1 -inch in 24 hours as a guideline) Frequency Drainage System Feature 4 Problem Conditions To Check For Conditions That Should Exist M General Weeds (nonpoisonous) Weeds growing in more than 20% of the landscaped area (trees and shrubs only). Remove trash and debris and dispose as prescribed by the County. M Insect hazard Any presence of poison ivy or other poisonous vegetation or insect nests. Ditch cleaned of all sediment and debris so that it matches design. M,S Trash or litter Dumping of yard wastes such as grass clippings and branches onto grounds. Unsightly accumulation of nondegradable materials such as glass, plastic, metal, foam, and coated paper. Remove trash and debris and dispose as prescribed by the County. M,S Erosion of Ground Surface Noticeable rills are seen in landscaped areas. Causes of erosion are identified and steps taken to slow down /spread out the water. Eroded areas are filled, contoured, and seeded. A Trees and shrubs Damage Limbs or parts of trees or shrubs that are split or broken which affect more than 25% of the total foliage of the tree or shrub. Trim trees /shrubs to restore shape. Replace trees/shrubs with severe damage. M Trees or shrubs that have been blown down or knocked over. Replant tree, inspecting for injury to stem or roots. Replace if severely damaged. A Trees or shrubs which are not adequately supported or are leaning over, causing exposure of the roots. Place stakes and rubber - coated ties around young trees /shrubs for support. Frequency Drainage System Feature 4 Problem Conditions To Check For Conditions That Should Exist M,S Pipes Sediment & debris Accumulated sediment that exceeds 20% of the diameter of the pipe. Pipe cleaned of all sediment and debris. M Vegetation Vegetation that reduces free movement of water through pipes. All vegetation removed so water flows freely through pipes. A Damaged (rusted, bent, or crushed) Protective coating is damaged; rust is causing more than 50% deterioration to any part of pipe. Pipe repaired or replaced. M Any dent that significantly impedes flow (i.e., decreases the cross section area of pipe by more than 20 %). Pipe repaired or replaced. M Pipe has major cracks or tears allowing groundwater leakage. Pipe repaired or replaced. • Maintenance Checklist for Conveyance Systems If you are unsure whether a problem exists, please contact a Professional Engineer. Comments: A = Annual (March or April, preferred) M = Monthly (see schedule) S = After major storms (use 1 -inch in 24 hours as a guideline) Maintenance Checklist for Grounds (Landscaping) If you are unsure whether a problem exists, please contact a Professional Engineer. Comments: A = Annual (March or April, preferred) M = Monthly (see schedule) S = After major storms (use 1 -inch in 24 hours as a guideline) Frequency Drainage System Feature 4 Problem Conditions To Check For Conditions That Should Exist M General Missing or broken parts /dead shrubbery Any defect in the fence or screen that permits easy entry to a facility Fence is mended or shrubs replaced to form a solid barrier to entry. M,S Erosion Erosion has resulted in an opening under a fence that allows entry by people or pets. Replace soil under fence so that no opening exceeds 4 inches in height. M Unruly vegetation Shrubbery is growing out of control or is infested with weeds. Shrubbery is trimmed and weeded to provide appealing aesthetics. Do not use chemicals to control weeds. A Wire Fences Damaged parts Posts out of plumb more than 6 inches. Posts plumb to within 1 -1/2 inches of plumb. A Top rails bent more than 6 inches. Top rail free of bends greater than 1 inch. A Any part of fence (including posts, top rails, and fabric) more than 1 foot out of design alignment. Fence is aligned and meets design standards. A Missing or loose tension wire. Tension wire in place and holding fabric. A Missing or loose barbed wire that is sagging more than 2 -1/2 inches between posts. Barbed wire in place with less than 3/4-inch sag between posts. A Extension arm missing, broken, or bent out of shape more than 1 -1/2 inches. Extension arm in place with no bends larger than 3/4 inch. A Deteriorated paint or protective coating Part or parts that have a rusting or scaling condition that has affected structural adequacy. Structurally adequate posts or parts with a uniform protective coating. M Openings in fabric Openings in fabric are such that an 8 -inch diameter ball could fit through. No openings in fabric. c L tr G i Maintenance Checklist for Fenc'ng /Shrubbery Screen /Other Landscaping If you are unsure whether a problem exists, please contact a Professional Engineer. Comments: A = Annual (March or April, preferred) M = Monthly (see schedule) S = After major storms (use 1 -inch in 24 hours as a guideline) S -��, 164 It_ SOWT1ONL StormFilter Inspection and Maintenance Procedures The Suvren woer Mertatipoi StormFilter • Maintenance Guidelines The primary purpose of the Stormwater Management StormFilter° is to filter out and prevent pollutants from entering our waterways. Like any effective filtration system, periodically these pollutants must be removed to restore the StormFilter to its full efficiency and effectiveness. Maintenance requirements and frequency are dependent on the pollutant load characteristics of each site. Maintenance activities may be required in the event of a chemical spill or due to excessive sediment loading from site erosion or extreme storms. It is a good practice to inspect the system after major storm events. Maintenance Procedures Although there are likely many effective maintenance options, we believe the following procedure is efficient and can be implemented using common equipment and existing maintenance protocols. A two step procedure is recommended as follows: 1. Inspection Inspection of the vault interior to determine the need for maintenance. 2. Maintenance Cartridge replacement Sediment removal Inspection and Maintenance Timing At least one scheduled inspection should take place per year with maintenance following as warranted. First, an inspection should be done before the winter season. During the inspection the need for maintenance should be determined and, if disposal during maintenance will be required, samples of the accumulated sediments and media should be obtained. Second, if warranted, a maintenance (replacement of the filter cartridges and removal of accumulated sediments) should be performed during periods of dry weather. In addition to these two activities, it is important to check the condition of the StormFilter unit after major storms for potential damage caused by high flows and for high sediment accumulation that may be caused by localized erosion in the drainage area. It may be necessary to adjust the inspection/ maintenance schedule depending on the actual operating conditions encountered by the system. In general, inspection activities can be conducted at any time, and maintenance should occur, if warranted, in late summer to early fall when flows into the system are not likely to be present. Maintenance Frequency The primary factor controlling timing of maintenance of the StormFilter is sediment loading. A properly functioning system will remove solids from water by trapping particulates in the porous structure of the filter media inside the cartridges. The flow through the system will naturally decrease as more and more particulates are trapped. Eventually the flow through the cartridges will be low enough to require replacement. It may be possible to extend the usable span of the cartridges by removing sediment from upstream trapping devices on a routine as- needed basis in order to prevent material from being re- suspended and discharged to the StormFilter treatment system. Site conditions greatly influence maintenance requirements. StormFilter units located in areas with erosion or active construction may need to be inspected and maintained more often than those with fully stabilized surface conditions. The maintenance frequency may be adjusted as additional monitoring information becomes available during the inspection program. Areas that develop known problems should be inspected more frequently than areas that demonstrate no problems, particularly after major storms. Ultimately, inspection and maintenance activities should be scheduled based on the historic records and characteristics of an individual StormFilter system or site. It is recommended that the site owner develop a database to properly manage StormFilter inspection and maintenance programs. Prior to the development of the maintenance database, the following maintenance frequencies should be followed: Inspection One time per year After major storms Maintenance As needed, based on results of inspection (The average maintenance lifecycle is approximately 1 -3 years) Per Regulatory requirement In the event of a chemical spill Frequencies should be updated as required. The recommended initial frequency for inspection is one time per year. StormFilter units should be inspected after major storms. • Sediment removal and cartridge replacement on an as needed basis is recommended unless site conditions warrant. Once an understanding of site characteristics has been established, maintenance may not be needed for one to three years, but inspection is warranted and recommended annually. Inspection Procedures The primary goal of an inspection is to assess the condition of the cartridges relative to the level of visual sediment loading as it relates to decreased treatment capacity. It may be desirable to conduct this inspection during a storm to observe the relative flow through the filter cartridges. If the submerged cartridges are severely plugged, then typically large amounts of sediments will be present and very little flow will be discharged from the drainage pipes. If this is the case, then maintenance is warranted and the cartridges need to be replaced. Warning: In the case of a spill, the worker should abort inspection activities until the proper guidance is obtained. Notify the local hazard control agency and CONTECH Stormwater Solutions immediately. To conduct an inspection: lmpo► tan °Inspection s Aia'be erson who i a conf z 'oration Savii6t e r t�reatmenntl 1. If applicable, set up safety equipment to protect and notify surrounding vehicle and pedestrian traffic. 2. Visually inspect the external condition of the unit and take notes concerning defects/problems. • 3. Open the access portals to the vault and allow the system vent. 4. Without entering the vault, visually inspect the inside of the unit, and note accumulations of liquids and solids. 5. Be sure to record the level of sediment build -up on the floor of the vault, in the forebay, and on top of the cartridges. If flow is occurring, note the flow of water per drainage pipe. Record all observations. Digital pictures are valuable for historical documentation. 6. Close and fasten the access portals. 7. Remove safety equipment. 8. If appropriate, make notes about the local drainage area relative to ongoing construction, erosion problems, or high loading of other materials to the system. 9. Discuss conditions that suggest maintenance and make decision as to weather or not maintenance is needed. Maintenance Decision Tree The need for maintenance is typically based on results of the inspection. The following Maintenance Decision Tree should be used as a general guide. (Other factors, such as Regulatory Requirements, may need to be considered) 1. Sediment loading on the vault floor. a. If >4" of accumulated sediment, maintenance is required. 2. Sediment loading on top of the cartridge. a. If >1/4" of accumulation, maintenance is required. 3. Submerged cartridges. a. If >4" of static water in the cartridge bay for more that 24 hours after end of rain event, maintenance is required. 4. Plugged media. a. If pore space between media granules is absent, maintenance is required. 5. Bypass condition. a. If inspection is conducted during an average rain fall event and StormFilter remains in bypass condition (water over the internal outlet baffle wall or submerged cartridges), maintenance is required. 6. Hazardous material release. a. If hazardous material release (automotive fluids or other) is reported, maintenance is required. 7. Pronounced scum line. a. If pronounced scum line (say 1/4" thick) is present above top cap, maintenance is required. 8. Calendar Lifecycle. a. If system has not been maintained for 3 years maintenance is required. s Assumptions • No rainfall for 24 hours or more • No upstream detention (at least not draining into StormFilter) • Structure is online • Outlet pipe is clear of obstruction • Construction bypass is plugged Maintenance Depending on the configuration of the particular system, maintenance personnel will be required to enter the vault to perform the maintenance. Important: If vault entry is required, OSHA rules for confined space entry must be followed. Filter cartridge replacement should occur during dry weather. It may be necessary to plug the filter inlet pipe if base flows is occurring. Replacement cartridges can be delivered to the site or customers facility. Information concerning how to obtain the replacement cartridges is available from CONTECH Stormwater Solutions. Warning: In the case of a spill, the maintenance personnel should abort maintenance activities until the proper guidance is obtained. Notify the local hazard control agency and CONTECH Stormwater Solutions immediately. To conduct cartridge replacement and sediment removal maintenance: 1. If applicable, set up safety equipment to protect maintenance personnel and pedestrians from site hazards. 2. Visually inspect the external condition of the unit and take notes concerning defects/problems. 3. Open the doors (access portals) to the vault and allow the system to vent. 4. Without entering the vault, give the inside of the unit, including components, a general condition inspection. 5. Make notes about the external and internal condition of the vault. Give particular attention to recording the level of sediment build -up on the floor of the vault, in the forebay, and on top of the internal components. 6. Using appropriate equipment offload the replacement cartridges (up to 150 lbs. each) and set aside. 7. Remove used cartridges from the vault using one of the following methods: Method 1: A. This activity will require that maintenance personnel enter the vault to remove the cartridges from the under drain manifold and place them under the vault opening for lifting (removal). Unscrew (counterclockwise rotations) each filter cartridge from the underdrain connector. Roll the loose cartridge, on edge, to a convenient spot beneath the vault access. A Using appropriate hoisting equipment, attach a cable from the boom, crane, or tripod to the loose cartridge. Contact CONTECH Stormwater Solutions for suggested attachment devices. Important Note that cartr dges con \,- leaf�media y 1CSf)�do notirequire unscrewing -from4theirconnectors1 fa ot: o lamage ;the rnartrnfo cPconn or e'bts T co R e ctof should ?hemam�installedam�thea hi nOfd :and cou ld)be .; y Y •.:�:. i �.` •"' .. ,y- - ' fa rt . ..._ capped dunnggthe maintenancetactwrt r sents,fromentenng he'�underdrai�nmantfoid Remove the used cartridges (up to 250 lbs. each) from the vault. t ' e st e�s to aViiu damaging rctridges dunng ren]oval andLinstallation The ep fong o pope s l i s f da ji magedkV!) g ,maintenure will b" the res onstbilittofith kiviy �ieriunigk&- ONTECH wateriSolutrons pe�rformsfthe aintenan ctivities a }and�daras�neelatetlta da e C. Set the used cartridge aside or load onto the hauling truck. B. D. Continue steps a through c until all cartridges have been removed. Method 2: A. Enter the vault using appropriate confined space protocols. B. Unscrew the cartridge cap. C. Remove the cartridge hood screws (3) hood and float. D. At location under structure access, tip the cartridge on its side. ,,, • Important Note that cartridges containing media other than . r ' e a af fk ; media r quire unscrewing`fromtheir thr connectorsTake care =not to damage the manifolds „`c onnectorsiThis,connector should remain installed m'the 4, "'Y 'Pii i•!'d'd. h a s+Nk , ifo . and capped e scary: F D. Empty the cartridge onto the vault floor. Reassemble the empty cartridge. E. Set the empty, used cartridge aside or load onto the hauling truck. F. Continue steps a through e until all cartridges have been removed. 8. Remove accumulated sediment from the floor of the vault and from the forebay. This can most effectively be accomplished by use of a vacuum truck. 9. Once the sediments are removed, assess the condition of the vault and the condition of the connectors. The connectors are short sections of 2 -inch schedule 40 PVC, or threaded schedule 80 PVC that should protrude about 1” above the floor of the vault. Lightly wash down the vault interior. a. If desired, apply a light coating of FDA approved silicon lube to the outside of the exposed portion of the connectors. This ensures a watertight connection between the cartridge and the drainage pipe. b. Replace any damaged connectors. 10. Using the vacuum truck boom, crane, or tripod, lower and install the new cartridges. Once again, take care not to damage connections. 11. Close and fasten the door. 12. Remove safety equipment. 13. Finally, dispose of the accumulated materials in accordance with applicable regulations. Make arrangements to return the used empty cartridges to CONTECH Stormwater Solutions. K', • Related Maintenance Activities - Performed on an as- needed basis StormFilter units are often just one of many structures in a more comprehensive stormwater drainage and treatment system. In order for maintenance of the StormFilter to be successful, it is imperative that all other components be properly maintained. The maintenance/repair of upstream facilities should be carried out prior to StormFilter maintenance activities. In addition to considering upstream facilities, it is also important to correct any problems identified in the drainage area. Drainage area concerns may include: erosion problems, heavy oil loading, and discharges of inappropriate materials. 0 RECYCLED PAPER Material Disposal The accumulated sediment found in stormwater treatment and conveyance systems must be handled and disposed of in accordance with regulatory protocols. It is possible for sediments to contain measurable concentrations of heavy metals and organic chemicals (such as pesticides and petroleum products). Areas with the greatest potential for high pollutant loading include industrial areas and heavily traveled roads. Sediments and water must be disposed of in accordance with all applicable waste disposal regulations. When scheduling maintenance, consideration must be made for the disposal of solid and liquid wastes. This typically requires coordination with a local landfill for solid waste disposal. For liquid waste disposal a number of options are available including a municipal vacuum truck decant facility, local waste water treatment plant or on -site treatment and discharge. 800.925.5240 contechstormwater.com Support • Drawings and specifications are available at contechstormwater.com. • Site - specific design support is available from our engineers. ©2007 CONTECH Stormwater Solutions CONTECH Construction Products Inc. provides site solutions for the civil engineering industry. CONTECH's portfolio includes bridges, drainage, sanitary sewer, stormwater and earth stabilization products. For information on other CONTECH division offerings, visit contech - cpi.com or call 800.338.1122 Nothing in this catalog should be construed as an expressed warranty or an implied warranty of merchantability or fitness for any particular purpose. See the CONTECH standard quotation or acknowledgement for applicable warranties and other terms and conditions of sale. • Date: Personnel: Location: System Type: Vault [ Cast -In -Place Linear Catch Basin n Sediment Thickness in Forebay: — Sediment Depth on Vault Floor: Structural Damage: Estimated Flow from Drainage Pipes Of available): Cartridges Submerged: Yes n No ❑ Depth of Standing Water: StormFilter Maintenance Activities (check off if done and give description) ❑ Trash and Debris Removal: n Minor Structural Repairs: U Drainage Area Report Excessive Oil Loading: Yes ❑ No 111 Source - Sediment Accumulation on Pavement: Yes El Source: Erosion of Landscaped Areas: Yes ❑ No ❑ Source Items Needing Further Work: Owners should contact the local public works department and inquire about how the department disposes of their street waste residuals. Other Comments: System Size: Manhole 111 Other n Date: •� - Review the condition reports from the previous inspection visits. Date: Personnel: Location: System Type: Vault ❑ Cast -In -Place _ Linear Catch Basin _ Manhole n Other ❑ List Safety Procedures and Equipment Used: System Observations Months in Service: Oil in Forebay: Yes ❑ No ❑ Sediment Depth in Forebay: Sediment Depth on Vault Floor: Structural Damage: Drainage Area Report Excessive Oil Loading: Yes ❑ No ❑ Source: Sediment Accumulation on Pavement: Yes ❑ No _ Source: Erosion of Landscaped Areas: Yes ❑ No Source: StormFilter Cartridge Replacement Maintenance Activities Remove Trash and Debris: Yes ❑ No ❑ Details: Replace Cartridges: Yes ❑ No ❑ Details: Sediment Removed: Yes ❑ No ❑ Details: Quantity of Sediment Removed (estimate ?): Minor Structural Repairs: Notes: System Size: Yes ❑ No ❑ Details: Residuals (debris, sediment) Disposal Methods: Appendix F FloHawks Storm Pipe Inspection Report tankSife iIansP *f*P"' Draw pork,, In Min_ 14 g;diceinter.' 111 IPATR- Baffleslntact yes Ono Pump Chalk! Pl Ieft V:ii1 '..: if ' 1: : : . : : : :.. i"..'.; . ...■i',. ; :,...1 fl ' I ,-,- n ' ' t ':- ....K. i , 7 717 . ., :. ;,....: ,, ! . : . :( ,,, ... ,,,,... .. .. ,...:.i -...';' ',', , . FloHa P0. Box 73399 Division of Northwest Cascade Inc. Quest • Puyallup, Washington 98373 • NogTila $0'4295 jagOG ,6185488 flurnbkle., , bite ' Address r€ Ctistomer Name Time Out ?Ong 4,0 ?$001ie:Tecli ; IlrpCift-4t 09 -01 -2011 NICHOLAS LEE 2800 SOUTHCENTER MALL TUKWILA WA 98188 RE: Permit No. D09 - 237 225 TUKWILA PY 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, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 10/24/2011. Based on the above, you are hereby advised to: Sincerely, 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 10/24/2011, 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. Bill Rambo Permit Technician File: Permit File No. D09 -237 City of Tukwila Department of Community Development Jack Pace, Director Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 March 28, 2011 Mark A. Hilliard BNBuilders, Inc. 2601 4th Ave #350 Seattle, WA 98121 City of Tukwila RE: Request for Extension Development Permit No D09 -237 Bank of America Drive Thru — 225 Tukwila Py Dear Mr. Hilliard, Jim Haggerton, Mayor Department of Community Development Jack Pace, Director This letter is in response to your written request for an extension to Permit Number D09 -237. 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 your permit an additional 180 days from the date of expiration, through October 24, 2011, as requested. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, Jenn fer Marshall Pe 't Technician File: Permit No. D09 -237 W:\Permit Center\Extension Letters\Permits\2009\D09 -237 Permit Extension.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 BNB BNBuilders March 14, 2011 City of Tukwila Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn: Bill Rambo Subject: Permit Extention Re: Permit # D09 -237 In response to your letter dated 03 -02 -2011 to Nicholas Lee, please consider this letter as official request to extend this permit. We have been unable to complete the paving and landscape due to poor weather. Very truly yours, CVI Mark A. Hilliard BNBuilders, Inc. Cc: Patrick Burns — Westfield Vancouver Mall Geoff Mason — Westfield Southcenter Mali e/K 4-o b4 D3A5 oi/ CITY KW' MAR 1 90 1 PERM!' ',INTER 6/f 0 �- 1012J4l1 BNBuilders, Inc. 2601 4°h Ave ?350 Seattle, WA 98121 Tel: 206.382.3443 Fax: 206.382.3440 03-02-2011 NICHOLAS LEE 2800 SOUTHCENTER MALL TUKWILA WA 98188 RE: Permit No. D09 - 237 225 TUKWILA PY TUKW Dear Permit Holder: City of Tukwila Based on the above, you are hereby advised to: -or- The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. Thank you for your cooperation in this matter. Sincerely, --- t ) ; t j/9 Bill Rambo Permit Technician File: Permit File No. D09 -237 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, Internationa! Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 04/26/2011. 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. In the event you do not call for an inspection and /or receive an extension prior to 04/26/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 September 22, 2010 Nicholas Lee Westfield LLC 2800 Southcenter Mall Tukwila, WA 98188 Dear Mr. Lee, Sincerely, \(.0 fer Marshall it Technician File: Permit No. D09 -237 Encl Department of Community Development RE: Request for Partial Refund Refund Development Permit D09 -237 Bank of America Demolition — 225 Tukwila Py This letter is in response to your request for refund for the above referenced project due to the fact that a portion of the scope of work was removed prior to issuance of this permit. The Building Official has reviewed your letter and the refund of all appropriate Public Works fees. Enclosed is a check in the amount of six thousand eight hundred twenty -eight dollars and ninety - six cents ($6,828.96). If you have any questions you can contact us in the Permit Center at 206 431 -3670. W:'Permit Center\Refunds\Refunds'D09 -237 Permit Refund.doc Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 • Phone: 206 - 431 -3670 0 Fax: 206- 431 -3665 INVOICE. NUMBER ` 'DATE • '.P.O NUMBER , �: - -. 453;1, ,. DESCRIPTION'•'; ' _, ;3,,.. :i. •'', '-'3 ;i . _.,., ',_,, . • ...... .. "'AMOUNT 092110302 08/31/2010 * *** * ** *6,828.96 CITY OF TUKWILA, WA 98188 -2544 TO THE ORDER OF CITY OF TUKWILA 6200 Southcenter Boulevard Tukwila WA 98188 -2544 WESTFIELD SOUTHCENTER 633 SOUTHCENTER TUKWILA, WA 98188 -2888 ACCOUNTS PAYABLE CHECK PLEASE DETACH BEFORE DEPOSITING FA`C,E OF;,THIS,DO,CUM ENT' '' HAS A COLORED BA'C KGROUND NQT WiW,HLTE +BWCKGR'OUND PAYABLE.THROUGH U,S. BANK 151 Andover Park East':, Tukwila, WA 98188 PAY Six Thousand Eight Hundred Twenty Eight Dollars and Ninety Six Cents NO. A t..1 44.7141) 19 -10 1250 . la L__•r. ;, _" ,'' r THE B'ACK OF: -T HAS, : ANZARTIFICIAL WATERMARK ':v HOLD AT AN ANGLE'TO ;VI TO: FROM: DATE: SUBJECT: Thank you! MEMORANDUM Laurie Anderson Brenda Holt 08/31/2010 Bank of America Demolition Permit Number D09 -237 Please draw a check in the amount of $6,828.96 (six thousand eight hundred twenty -eight dollars and ninety -six cents) to be payable to Westfield care of Nicholas Lee at 2800 Southcenter Mall, Tukwila, WA 98188 At the time of submittal the scope of work for this permit application included both the demolition of the building as well as the accompanying site work. That resulted in a plan review fee being paid for both a Building and Public Works plan review as well as the application fee. Since then, the site work has been separated from this application and is a stand alone Public Works Permit (PW10 -100). As a result the Public Works plan review fee does not apply to this building permit. After redistributing the overpayment to cover the unpaid Building Permit Fee as well as the Washington State surcharge, an overpayment of $6,828.96 remains from account 000.345.830. Please forward the check to me and I will forward it on to the applicant. Receipt No.: R09 - 01762 Payee: WESTFIELD TRANSACTION LIST: Type Method Descriptio Amount Payment Check 626045 7,701.88 Authorization No. ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES PW BASE APPLICATION FEE PW PLAN REVIEW 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 000.345.830 000.322.100 000.345.830 RECEIPT Parcel No.: 3597000257 Permit Number: D09 -237 Address: 225 TUKWILA PY TUKW Status: PENDING Suite No: Applied Date: 11/06/2009 Applicant: BANK OF AMERICA DRIVE THRU DEMO Issue Date: Total: $7,701.88 Payment Amount: $7,701.88 Initials: JEM Payment Date: 11/06/2009 04:10 PM User ID: 1165 Balance: $6,828.96) Account Code Current Pmts 243.62 250.00 7,208.26 PAYMENT RF(FI\FrF r) doc: Receiot -06 Printed: 08 -31 -2010 Item # Description Fee Amount Pmt Amount Balance Account code 1001 BUILDING - NONRES $374.80 $0.00 $374.80 000.322.100 1101 PLAN CHECK - NONRES $243.62 $243.62 $0.00 000.345.830 1103 PLAN CHECK - WATER METER $0.00 $0.00 $0.00 000.345.830 1200 STATE BUILDING SURCHARGE $4.50 $0.00 $4.50 640.237.114 1400 BUILDING INVESTIGATION $0.00 $0.00 $0.00 000.322.800 2200 WATER CONNECTION $0.00 $0.00 $0.00 401.379.002 2210 WATER SPECIAL CONNECT $0.00 $0.00 $0.00 401.379.001 2400 WATER INSPECTION FEE $0.00 $0.00 $0.00 401.342.400 2500 WATER TURN -ON FEE $0.00 $0.00 $0.00 401.343.405 2600 WATER TEMPORARY METER $0.00 $0.00 $0.00 401.245.100 3900 TRAFFIC MITIGATION FEES $0.00 $0.00 $0.00 104.367.120 4100 , WATER - ALLENTOWN /RYAN $0.00 $0.00 $0.00 401.379.004 4102 WATER - HOME /DEVELOP $0.00 $0.00 $0.00 401.379.002 5100 SEWER - ALLENTOWN /RYAN $0.00 $0.00 $0.00 402.379.004 5102 SEWER - HOME /DEVELOP $0.00 $0.00 $0.00 402.379.002 8100 FIRE IMPACT FEES $0.00 $0.00 $0.00 90830402.5000.5304 .XXXXX 8200 PARK IMPACT FEES $0.00 $0.00 $0.00 90930101.5000.5301 .XX)UCX 30100 PW BASE APPLICATION FEE $250.00 $250.00 $0.00 000.322.100 30200 PW PLAN REVIEW $0.00 $7,208.26 ($7,208.2 6) 000.345.830 30210 PW ADDL PLAN REVIEW $0.00 $0.00 $0.00 000.345.830 30300 PW PERMIT /INSPECTION FEE $0.00 $0.00 $0.00 000.342.400 30310 PW ADDL PERMIT /INSP FEE $0.00 $0.00 $0.00 000.342.400 30400 PW PAVEMENT MITIGATION $0.00 $0.00 $0.00 000.344.101 30500 PW LAND ALT PLAN REVIEW $0.00 $0.00 $0.00 000.345.830 30510 PW LAND ALT PERMIT FEE $0.00 $0.00 $0.00 000.342.400 30600 PW ADDL INSPECTION FEE $0.00 $0.00 $0.00 000.342.400 30700 PW TYPE 'A' PERMIT $0.00 $0.00 $0.00 000.322.400 30800 PW TYPE 'B' PERMIT $0.00 $0.00 $0.00 000.322.400 32000 CASCADE WATER ALLIANCE $0.00 $0.00 $0.00 640.237.500 Total Rows: 29 Fee Items- D09 -237 Page 1 09:06 08/31/2010 Item # Description Fee Amount Pmt Amount Balance Account code 1001 BUILDING - NONRES $374.80 $374.80 $0.00 000.322.100 1101 PLAN CHECK - NONRES $243.62 $243.62 $0.00 000.345.830 1103 PLAN CHECK - WATER METER $0.00 $0.00 $0.00 000.345.830 1200 STATE BUILDING SURCHARGE $4.50 $4.50 $0.00 640.237.114 1400 BUILDING INVESTIGATION $0.00 $0.00 $0.00 000.322.800 2200 WATER CONNECTION $0.00 $0.00 $0.00 401.379.002 2210 WATER SPECIAL CONNECT $0.00 $0.00 $0.00 401.379.001 2400 WATER INSPECTION FEE $0.00 $0.00 $0.00 401.342.400 2500 WATER TURN -ON FEE $0.00 $0.00 $0.00 401.343.405 2600 WATER TEMPORARY METER $0.00 $0.00 $0.00 401.245.100 3900 TRAFFIC MITIGATION FEES $0.00 $0.00 $0.00 104.367.120 4100 WATER - ALLENTOWN /RYAN $0.00 $0.00 $0.00 401.379.004 4102 WATER - HOME /DEVELOP $0.00 $0.00 $0.00 401.379.002 5100 SEWER - ALLENTOWN /RYAN $0.00 $0.00 $0.00 402.379.004 5102 SEWER - HOME /DEVELOP $0.00 $0.00 $0.00 402.379.002 8100 FIRE IMPACT FEES $0.00 $0.00 $0.00 90830402.5000.5304 .XXXXX 8200 PARK IMPACT FEES $0.00 $0.00 $0.00 90930101.5000.5301 .XXXXX 9000 System OverPayment Acct $0.00 $6,828.96 ($6,828.9 6) System OverPayment Account 30100 PW BASE APPLICATION FEE $250.00 $250.00 $0.00 000.322.100 30200 PW PLAN REVIEW $0.00 $0.00 $0.00 000.345.830 30210 PW ADDL PLAN REVIEW $0.00 $0.00 $0.00 000.345.830 30300 PW PERMIT /INSPECTION FEE $0.00 $0.00 $0.00 000.342.400 30310 PW ADDL PERMIT /INSP FEE $0.00 $0.00 $0.00 000.342.400 30400 PW PAVEMENT MITIGATION $0.00 $0.00 $0.00 000.344.101 30500 PW LAND ALT PLAN REVIEW $0.00 $0.00 $0.00 000.345.830 30510 PW LAND ALT PERMIT FEE $0.00 $0.00 $0.00 000.342.400 30600 PW ADDL INSPECTION FEE $0.00 $0.00 $0.00 000.342.400 30700 PW TYPE 'A' PERMIT $0.00 $0.00 $0.00 000.322.400 30800 PW TYPE 'B' PERMIT $0.00 $0.00 $0.00 000.322.400 32000 CASCADE WATER ALLIANCE $0.00 $0.00 $0.00 640.237.500 Total Rows: 30 Fee Items- D09 -237 09:06 08/31/2010 Page 1 May 13, 2010 Nicholas Lee Westfield, LLC 2800 Southcenter Mall Tukwila, WA 98188 Dear Mr. Lee, Sincerely, ifer Marshall it Technician File: Permit No. D09 -237 • K City ! Tu RE: Request for Application Extension Development Application Number D09 -237 Bank of America Drive Thru Demo - 225 Tukwila Py W:\Pemtit Center\Extension Letters'Applications\2009\D09 -237 Application Extension.doc Department of Community S e,/elopment Jack Pace, Director This letter is in response to your written request for extension to Permit Application Number D09 -237. The Building Official has reviewed your letter and considered your request. It has been determined that the City of Tukwila will grant an extension for an additional 180 days, through November 1, 2010. If you should have any questions, please contact our office at (206) 431 -3670. Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ��stfte�d April 21, 2010 Mr. Bob Benedicto, Building Official Department of Community Development City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Re: Permit Application No. D09 -237 225 Tukwila Parkway Dear Mr. Benedicto: I am writing to request an extension for our application for permit number D09 -237, which is due to expire on 05/05/2010. We are still working with the Planning Department to reconcile a few issues related to the former Bank of America parcel including retaining as many mature trees on as possible while satisfying the required parking needs. Very truly yours, Nicholas Lee Development Manager Cc: Antony Ritch bc\-</AA Iti ot • • REC ENED APR 23 2010 OtV E L OP M EINT Westfield, LLC 2800 Southcenter Mall Seattle, WA 98188 T 206.246.0423 F 206.244.8607 03 -31 -2010 NICHOLAS LEE 2800 SOUTHCENTER MALL TUKWILA WA 98188 RE: Permit Application No. D09 -237 225 TUKWILA PY TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 11/06/2009, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 05/05/2010. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, 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, Bill Rambo Permit Technician File: Permit File No. D09 -237 • City of Tukwila • Department of Community Development Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 July 19, 2010 Nicholas Lee 2800 Southcenter Mall Tukwila, WA 98188 Sincerely Je ni r arshall Pe 1 Te nician e File No. D09 -237 • Department of Community Development RE: CORRECTION LETTER #2 Development Permit Application Number D09 -237 Bank of America — 225 Tukwila Py • Jim Haggerton, Mayor Dear Mr. Lee, 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 Fire, Planning and Public Works Departments. At this time the Building Department has no comments. Fire Department: Al Metzler at 206 575 -4407 if you have questions regarding the attached memo. Planning Department: Stacy MacGregor at 206- 433 -7166 if you have questions regarding the attached memo. Public Works Department: David McPherson at 206 431 -2448 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) 431 -3670. W: \Permit Center \Correction Letters\2009\D09 -237 Correction Letter #2.DOC Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 ® Phone: 206 - 431 -3670 ® Fax: 206- 431 -3665 • Fire Prevention Bureau Review Memo Date: June 15, 2010 Project Name: Bank of America Drive Thru Demo Address: 225 Tukwila Parkway Permit #: D09 -237 Plan Reviewer: Al Metzler, Fire Project Coordinator • Tukwila Fire Prevention Bureau Al MVletzler, Fire Project Coordinator The Fire Prevention Bureau conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. 1. The scope of this permit is for demolition of the existing drive thru bank permit and re- configuration of the associated parking lot. The submitted plan set also includes utility plans for fire lines and associated appurtenances as well as other utility items. 2. Please remove the utility sheets from the plan set and submit for a separate Public Works Permit. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 575 -4407. No further comments at this time. • • PLANNING DIVISION COMMENTS DATE: July 7, 2010 APPLICANT: Nicholas Lee RE: D09 -237 Bank of America Drive Thru Demo ADDRESS: 225 Tukwila Py Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Stacy MacGregor is the planner assigned to the file and can be reached at 206 - 433 -7166. 1. No permits can be issued until the SEPA addendum is completed (file E09 -017). 2. Prior to obtaining final approval on this permit, execute a BSIP to include the BofA site into the BSIP for the mall (L10 -032). 3. Add curb ramp at west side of south -east entrance connecting the east -west crosswalk. 4. Show painted striping in the 3 crosswalks. 5. Sheet C11.1 shows a retaining wall. Describe materials and height. Integrate wall into landscape design and show wall on landscape plan. 6. A landscape plan is required. See TMC 18.52.035.3 & 4 for requirements including a landscape island every 10 stalls. See TMC 18.52.030 for Type I perimeter landscaping requirements. 7. Apply for Special Permission for landscape perimeter landscaping — application is attached. DATE: PROJECT: July 16, 2010 PERMIT NO: D09 -237 • • CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards Bank of America Drive Thru Demo 225 Tukwila Parkway 2nd Review Comments PLAN REVIEWER: Contact David McPherson at (206) 431 -2448, if you have any questions /comments regarding the following comments. Contact Mr. Ryan Larson, P.E., Senior Surface Water Engineer at (206) 431 -2456 for technical questions; regarding items 1, 2, and 4 (below). 1. Revise `Surface Water Drainage Technical Information Report'. There is one threshold discharge area as the natural discharge locations combine within 1 /4 mile downstream. Entire site drains to common catch basin and pipe within the Andover Park West / Tukwila Parkway intersection. 2. The entire site shall be evaluated for flow control. Provide detention per the 1998 King County Surface Water Design Manual. Revise civil plan sheet(s) as applicable. 3. Consider providing flow control and water quality for ultimate build -out of the site, to avoid cutting and removing newly placed asphalt. 4. "Vortechs Model 1000" shown & labeled on civil plan sheet C12.1, does not meet Public Works requirements. Provide a Dept. of Ecology approved water quality device /system (or) provide an approval letter from Dept. of Ecology for the Vortechs Model 1000 for this project. Contact Mr. Ryan Larson, P.E., Senior Surface Water Engineer at (206) 431- 2456; for alternative(s). 5. Owner shall sign with Notary a Storm Water Easement and Maintenance Agreement — prior to Building permit final by Public Works. Public Works will prepare document for execution. June 2, 2010 • 1505 WESTLAKE AVE. N. SUITE 305 SEATTLE, WA 98109 Al Metzler, Stacy Mac Gregor, David McPherson City of Tukwila 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 T 2.2.9510 F 206.522.8344 WWW.PACLAND.COM Subject: Bank of America — 225 Tukwila Parkway, Tukwila, WA DEVELOPMENT PERMIT APPLICATION # D09 -237 PERMIT COMMENTS Dear Mr. Al Metzler, Ms. Stacy Mac Gregor, and Mr. David McPherson: CORRECTION LTR# In response to your December 21, 2009 Public Works, Planning Department, and Fire Department permit correction letter, the following issues have been addressed: 3 7 o "The southeast entrance to the new parking area should be 35 ft. wide, the same width of the southwest entrance to allow for greater apparatus access. Please show a 35 ft wide entrance on the plans." Response: Plan revised to have 35 foot wide entrance drives on either side of the existing building. o "A landscape plan is required. See TMC 18.52.035.3 & 4 for requirements including a landscape island every 10 stalls. See TMC 18.52.030 for Type I perimeter landscaping requirements." Response: Landscape islands have been inserted per every 10 parking stalls. RECEIVED JUN 03 2010 PERMIT CENTER o The SEPA EIS states that there will be no Toss of landscape area and subsequently no loss of wildlife habitat. The City will work with you to preserve the existing trees which do provide habitat but we won't require the areas currently developed as only lawn to be preserved as we recognize their value to wildlife if minimal. Response: The parking lot was reconfigured to retain as many existing trees as possible. o Show arrows (striping) on one way drive aisles (24' drive aisles widths with 8.5' wide stalls is a one -way configuration). Response: Directional arrows for one and two way drive aisles have been added. Enclosed are four copies of the revised permit plan sets for your review. One copy of the storm drainage report is also included for your reference. If you have any further questions regarding this resubmittal, please contact PACLAND at (206) 522 -9510. Sincerely, — / Bill Fortunato, P.E. Principal WFF:dc 10213001 • • 7 December 21, 2009 Nicholas Lee 2800 Southcenter Mall Tukwila, WA 98188 • C ltr' of Tu RE: CORRECTION LETTER #1 Development Permit Application Number D09 -237 Bank of America — 225 Tukwila Py Jim Haggerton, Mayor epartment of Community Development Jack Pace, Director Dear Mr. Lee, 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 Fire, Planning and Public Works Departments. At this time the Building Department has no comments. Fire Department: Al Metzler at 206 575 -4407 if you have questions regarding the attached memo. Planning Department: Stacy MacGregor at 206 - 433 -7166 if you have questions regarding the attached memo. Public Works Department: David McPherson at 206 431 -2448 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) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D09 -237 W:\Permit Center \Correction Letters\2009\D09 -237 Correction Letter #1.DOC wer 6300 Southcenter Boulevard, Suite #100. Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 Fire Prevention Bureau Review Memo Date: November 12, 2009 Project Name: Bank Of America Drive Thru Demo Address: 225 Tukwila Pkwy Permit #: D09 -237 Plan Reviewer: Al Metzler, Fire Project Coordinator Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator The Fire Prevention Bureau conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. 1. The southeast entrance to the new parking area should be 35 ft. wide, the same width of the southwest entrance to allow for greater apparatus access. Please show a 35 ft. wide entrance on the plans. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 575 -4407. No further comments at this time. • • PLANNING DIVISION COMMENTS DATE: December 18, 2009 APPLICANT: Nicholas Lee RE: D09 -237 Bank of America Drive Thru Demo ADDRESS: 225 Tukwila Parkway Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Stacy MacGregor is the planner assigned to the file and can be reached at 206- 433 -7166. 1. No permits can be issued until the SEPA addendum is completed. 2. Prior to obtaining final approval on this permit, do one of the following: 1. Record a lot consolidation to include the BofA lot into mall's parent lot. 2. Execute a BSIP to include the BofA site into the BSIP for the mall. 3. Record a covenant parking agreement between yourself and the City per Tukwila Municipal Code 18.56.070. 3. Determine if needed and obtain a permit from Puget Sound Clean Air Agency for asbestos abatement. 4. Provide a sheet that overlays the new layout with the existing layout. List the area of the existing landscaping. 5. A landscape plan is required. See TMC 18.52.035.3 & 4 for requirements including a landscape island every 10 stalls. See TMC 18.52.030 for Type I perimeter landscaping requirements. 6. Pedestrian paths shall be raised to give preference and increase safety for pedestrians. Provide a detail of ped paths. 7. Ped paths though the parking area are desired. 8. The ped path from the building to the sidewalk ought to have minimal right angles. Does the ped path/striped cross on the south connect to a crosswalk on the entrance drive aisle? If it doesn't, it ought to be relocated to the west. 9. The SEPA EIS states that there will be no loss of landscape area and subsequently no loss of wildlife habitat. The City will work with you to preserve the existing trees which do provide habitat but we won't require the areas currently developed as only lawn to be preserved as we recognize their value to wildlife if minimal. a. FYI: Perimeter landscaping can include sidewalks subject to special permission. Decreasing the landscape perimeter areas that do not contain mature trees may allow you to capture additional parking. b. FYI: Perimeter (landscape) averaging may be approved as special permission with one of the criteria being to retain significant trees. TMC 18.52.020B. c. It appears that you may get more stalls using an east -west layout for the parking stalls east of the building. 10. Show arrows (striping) on one way drive aisles (24' drive aisle widths with 8.5' wide stalls is a one -way configuration). 11. The addition of 211 stalls is believed to be sufficient to bring the Mall site into parking compliance. This includes the required 42 stalls for the old bank building. a. I haven't reviewed a parking plan since the 2005 plan submitted as part of design review for the south expansion. Different files have different numbers stating how much parking the Mall has. It appears that this plan will result in an overage of required parking; the need to review a current parking plan can be addressed now or at some time prior to the Mervyn's redevelopment permit issuance. • • CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: November 25, 2009 PROJECT: Bank of America Drive Thru Demo 225 Tukwila Parkway 1St Review Comments PERMIT NO: D09 -237 PLAN REVIEWER: Contact David McPherson at (206) 431 -2448, if you have any questions /comments regarding the following comments. 1. Revise `Surface Water Drainage Technical Information Report'. There is one threshold discharge area as the natural discharge locations combine within 1/4 mile downstream. Entire site drains to common catch basin and pipe within the Andover Park West / Tukwila Parkway intersection. 2. The entire site shall be evaluated for flow control. Provide detention per the 1998 King County Surface Water Design Manual. Revise civil plan sheet(s) as applicable. 3. Consider providing flow control and water quality for ultimate build -out of the site, to avoid cutting and removing newly placed asphalt. 4. "Vortechs Model 1000" shown & labeled on civil plan sheet C12.1, does not meet Public Works requirements. Provide a Dept. of Ecology approved water quality device /system (or) provide an approval letter from Dept. of Ecology for the Vortechs Model 1000 for this project. Contact Mr. Ryan Larson, P.E., Senior Surface Water Engineer at (206) 431 -2456; for alternative(s). 5. Owner shall sign with Notary a Storm Water Easement and Maintenance Agreement — prior to Building permit final by Public Works. Public Works will prepare document for execution. • PERMIT i '• F COR1 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 -237 DATE: 08/12/10 PROJECT NAME: BANK OF AMERICA DEMOLITION SITE ADDRESS: 225 TUKWILA PY Original Plan Submittal X Response to Correction Letter # 2 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: Building Division u li Pc Works L Complete g i 4t Comments: TUES /THURS ROUTING: Building Please Route q. REVIEWER'S INITIALS: Document.Jrouting slip.doc 2 -28 -02 10 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) APPROVALS OR CORRECTIONS: Cl\ hgb t3�-� •l� Fire Prevention Structural ❑ Incomplete DUE DATE: 08/17/10 Structural Review Required ❑ No further Review Required u DATE: DUE DATE: 09/14/10 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Planning iD visio Permit Coordinator Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Complete TUES /THURS ROUTING: Documents /routing slip_doc 2 -28 -02 • 1 PER ' 1 4 , ' CUP ■ PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: ACTIVITY NUMBER: D09 -237 DATE: 06 -03 -10 PROJECT NAME: BANK OF AMERICA DRIVE THRU DEMO SITE ADDRESS: 225 TUKWILA PY Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued edl Building Division I r e P revention Public Works Structural Incomplete t9 -(s-c0 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) SM CetAith Planning Division I i� II Permit Coordinator DUE DATE: 06 -08-10 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: Please Route Structural Review Required 1 No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 07 -06 -10 Approved Approved with Conditions 1 1 Not Approved (attach comments) e Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: ( i Departments issued corrections: Bldg ❑ Fire Ping � PW K Staff Initials: / " ACTIVITY NUMBER: D09 -237 DATE: 11 -06 -09 PROJECT NAME: BANK OF AMERICA DRIVE THRU DEMO SITE ADDRESS: 225 TUKWILA PY X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: a p 'llA �`�'. 11 o 'off 1 l gy Boll ing Ivlslon Ir reventlo wiic Works MI Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete r Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 � PERMIT MORD CMf PLAN REVIEW /ROUTING SLIP Incomplete ri SM j,-ew \ci Planning Division Permit Coordinator DUE DATE: 11-10-09 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route $ Structural Review Required ri No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 12-07-09 Approved 1 Approved with Conditions 1 Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Firer PIngd PWT Staff Initials: uk 1 '' REVISION •SUB'1VIITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Project Name: Project Address: Contact Person: Summary of Revision (O VV 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 Entered in Permits Plus on es \applications \forms- applications on line \revision submittal Created: 8 -13 -2004 Revised: 1 -2009 • • Plan Check/Permit Number: ❑ Response to Incomplete Letter # [17� Response to Correction Letter # '2- E1 Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner '1-26 1(jtk w pot- ?1 13A ik _ ki (4 / P /4VU,v 6-6 - ( i41 1 01MAhid w Phone Num ber: I>fv 2- at/fit/17%M IAA PWio -100 C RECEIVED L, AU61, 2010 PERMIT CEn rPr, Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: (p - 3 - 2D /D ❑ 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: Bank of America Drive Thru Demo Project Address: 225 Tukwila Py Contact Person: l` 3/ // FOCfZGK 97 Phone Number: . S2 2- - Summary of Revision: a sc.: . 51" 4- eyt- s e,ti lam,- e d .4 3S , L/r �ea5� e /h 5 -free re- ,-e44.1 (E) 1�/red-, ou - rek)s Owe awl -hoc) toad dreue ctv'b(QS added 6) Lakafsco1e t'slaywd Gttser +ed pets Weel l0 6f&-t s Sheet Number(s): (7 //. / t C' - //. l 1 e /2. /, (I - /3,1 "Cloud" or highlight all areas of revision including date of revis n Received at the City of Tukwila Permit Center by: N'Entered in Permits Pius on te \applications\forms- applications on Iine\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: httpi/ /www.ci.tukwila.wa.us Plan Check/PermitNumber: D09-237 - 1—00 Steven M. Mullet Mayor Steve Lancaster, Director itECri VED CITY OF t USWR .A !JUN U32010 PERMIT CENTER Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 11 WAUSAU UNDERWRITERS INS. CO TBJZ91442966029 09/07/2009 09/07/2010 5/8/2011 Active $1,000,000.00 09/03/2009 10 WAUSAU BUSINESS INS CO TBKZ91442966028 09/07/2008 09/07/2009 06/02/2009 PURODSI984JN $1,000,000.0009 /05/2008 9 WAUSAU BUSINESS INS CO TBKZ91442966027 09/07/2007 09/07/2008 04/07/2009 $1,000,000.0009 /05/2007 8 WAUSAU BUSINESS INS CO TBKZ91442966026 09/07/2006 09/07/2007 $1,000,000.0008 /31/2006 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 5 INS CO OF AMERICA 6642084 06/02/2009 Until Cancelled 5/8/2011 Active $12,000.0006/05 /2009 4 HARTFORD FIRE INS 52BSBBK5617 01 /01/2002 Until Cancelled 06/02/2009 PURODSI984JN $12,000.0012/04 /2001 3 TRAVELERS CAS & SURETY CO 103355900 08/30/2001 Until Cancelled 04/07/2009 $12,000.0009/06 /2001 License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status WESTESL913K1 WESTERN STATES LOGISTIX LLC Construction Contractor General Unused 5/8/2009 5/8/2011 Active BASTINB0000J BASTIAN NIELSEN BUILDERS INC Construction Contractor General Unused 9/11/2000 9/7/2001 Archived PURODSI984JN PURODI SYSTEMS INC Construction Contractor plumbing Unused 6/19/2002 7/2/2010 Expired Name Role Effective Date Expiration Date BASTIAN, BRAD President 05/23/2001 NIELSEN, JEFF Vice President 05/23/2001 Contractors or Tradespeople P Friendly Page 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 and Licensing Information Name B N BUILDERS INC UBI No. 602056687 Phone 2063823443 Status Active Address 2601 4Th Ave Ste 350 License No. BNBUII *990K3 Suite /Apt. License Type Construction Contractor City Seattle Effective Date 5/23/2001 State WA Expiration Date 9/12/2011 Zip 98121 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses Business Owner Information Bond Information Assignment of Savings Information No records found for the previous 6 year period Insurance Information https://fortress.wa.gov/lni/bbip/Print.aspx 1 Page 1 of 2 09/01/2010 Q N 0 0 N N 0 v 0 0 z LL 0 0 w 0 m CIL z z 0 z X w PROJECT LOCATION CITY OF TUKWILA INTERSTATE -405 KWILA PARKWAY r VI STRANDER BLVD CIVIL: PACLAND 1505 WESTLAKE AVE. N., SUITE 305 SEATTLE, WA. 98109 (206) 522 -9510 CONTACT: BILL FORTUNATO, P.E. SURVEYOR: PACE 1601 SECOND AVE., SUITE 1000 SEATTLE, WA 981019 (206) 441 -1855 CONTACT: NEIL CABAGE, P.L.S. LANDSCAPE: JEFFREY B. GLANDER & ASSOCIATES 1821 4th AVE. E. OLYMPIA, WA 98506 (360) 357 -6972 CONTACT: JEFFREY GLANDER, R.L.A. EXISTING LEGEND {r MANHOLES (SS /SD) (APEX) MANHOLES i CB , POWER /UTILITY HAND HOLE POWER /UTILITY POLE GUY ANCHOR POWER TRANSFORMER CONSULTANTS WATER VALVE (APEX) IRRIGATION CONTROL BOX POST INDICATOR VALVE FIRE DEPARTMENT CONNECT HYDRANT WATER METER WATER MANHOLE POWER /TELEPHONE VAULT TELEPHONE /TV RISER VICINITY MAP N.T.S. GAS VALVE TRAFFIC LIGHTS STREET LIGHT LIGHT STANDARD SIGN (APEX) SIGN ROCKERY CONIFEROUS TREE 2"-4" DECORATIVE TREE SHRUBS UTILITIES FOUND CASED MONUMENT STORM WATER: CITY OF TUKWILA 6200 SOUTHCENTER BLVD. TUKWILA, WA 98188 CONTACT: RYAN LARSON, P.E. (206) 433 -0179 WATER, SEWER: CITY OF TUKWILA 6200 SOUTHCENTER BLVD. TUKWILA, WA 98188 CONTACT: (206) 433 - GAS: PUGET SOUND ENERGY 10885 NE 4TH STREET BELLEVUE, WA 98004 -5591 (425) 456 -2942 DECIDUOUS TREE (TYPE UNKNOWN) MAP= MAPLE; OR= ORNIMENTAL ELECTRIC: PUGET SOUND ENGERY /PETELCO 14103 8TH STREET EAST SUMNER, WA 98390 CONTACT: BART WOJSZCZYK (253) 863 -0484 TELEPHONE: QWEST COMMUNICATIONS 1600 7TH AVE SEATTLE, WA 98191 (206) 398 -2500 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 submitt I and may include additional plan review fees. I SOUTHCENTER MALL E TUKWILA, WASHING NORTH EAST PARKIN GOVERNING AGENCIES CITY OF TUKWILA 6200 SOUTHCENTER BLVD. TUKWILA, WA 98188 (206) 433 -1800 SITE DATA SITE AREA EXISTING ZONING EXISTING USE PROPOSED USE DATUM = 2.99 AC = TUC = RETAIL = RETAIL HORIZONTAL DATUM: DEED & RECORD OF SURVEY IN SECTION 23 -23 -04 BASIS OF BEARINGS: HELD NOOl4'09 "W ALONG EAST LINE OF SW 1/4, SE 1/4 23 -23 -4. VERTICAL DATUM: PER EXISTING SURVEY BY APEX ENGINEERING PLLC UNDER FILE NO. 28368 DATED 6/11/04. BELIEVED TO BE TO NGVD 1929 DATUM. FILE COPY Permit No.. 1) ✓ "W Plan review approval is subject to errors and omisslons2. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and qua -is acknowledged: By Date: SPOT ELEVATION BOLLARD CONCRETE WALKWAY STORM /SEWER CLEANOUT CENTER LINES PROPERTY LINES RIGHT -OF -WAY LINES PLAT LINE WATER LINE SANITARY SEWER LINE STORM DRAIN LINE GAS LINE UNDERGROUND POWER LINES UNDERGROUND TELEPHONE LINES CHAIN LINK FENCE STRIPING BUILDING OVERHANG City Of'flikwila BUILDING DIVISION SEPARATE PERMIT REQUIRED FOR: tril Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION CITY OF TUKWILA CONSTRUCTION NOTES 1. PROJECT NOTES NO art WI* ti7 M?"2 w rti-k 4•11t15 .0.4n46-4 OK_s_stil-1, PANSION •flOto %•we' ••••••ew VW 10 °F N 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS, SPECIFICATIONS, AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. PERMITTEE SHALL APPLY FOR A REVISION FOR ANY WORK NOT ACCORDING TO THE APPROVED PLANS. 2. PERMITTEE /CONTRACTOR SHALL ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE CITY'S INSPECTOR(S) PRIOR TO BEGINNING ANY WORK. 3. WORK IN ROADWAYS A. ALL WORK IN ROADWAYS SHALL MEET TMC 11 AND THE FOLLOWING: B. PRIOR TO ANY ACTIVITY IN CITY RIGHT -OF -WAY, THE PERMITTEE SHALL PROVIDE THE CITY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL. THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WORK AND SHALL MEET MUTCD REQUIREMENTS. C. ALL WORK REQUIRING LANE CLOSURES MUST BE BY PERMIT ONLY. FROM THE THIRD THURSDAY IN NOVEMBER TO THE FOLLOWING JANUARY 2ND, THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN THE TUKWILA URBAN CENTER. D. FIRE, PEDESTRIAN, AND VEHICULAR ACCESS TO BUILDINGS SHALL BE MAINTAINED AT ALL TIMES, EXCEPT WHEN PERMITTEE HAS PERMISSION FROM THE BUILDING OWNER AND THE DIRECTOR TO CLOSE AN ACCESS. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS. USE OF WATER TRUCKS FOR CLEANING ROADWAYS REQUIRES PREAPPROVAL FROM THE DIRECTOR. INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS, THE 2008 WSDOT STANDARD SPECIFICATIONS, AND THE A.P.W.A. STANDARDS WHICH ARE HEREBY REFERENCED AS PART OF THESE PLANS. THE DESIGN SHOWN IS BASED UPON .THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY PACE, DATED 06.30.2008. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS, CORRECTION Know what's below. Call before you dig. 12 -12.1 C -13.1 0 -15.0 C -16.0 C -17.0 C -18.0 C -18.1 T NO. CITY OF TUKWILA GENERAL NOTES 1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. 2. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE UTILITIES INSPECTOR AT 206 - 433 -0179. 3. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALLING 206- 433 -0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE- APPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITY OF TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINALAPPROVAL. 10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL BE WASHINGTON STATE (GRID) COORDINATES, NORTH ZONE, USING NAD 83/91 SURVEY CONTROL AND TIED TO ANY TWO CITY OF TUKWILA HORIZONTAL CONTROL MONUMENTS. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS-OF-WAY, EASEMENTS, AND ACCESS TRACTS. tX?3•' z37 NO. COVER SHEET DEMOLITION PLAN EROSION CONTROL DETAILS SITE PLAN GRADING AND DRAINAGE PLAN UTILITY PLAN SANITARY SEWER DETAILS DRAINAGE DETAILS WATER DETAILS PAVING DETAILS DRAWING INDEX DRAWING TITLE Z�!!J REVIEWED Fir CODE COMPLIANCE APPROVED AUG 3 0 2010 IT CitY 1 kwila BUILDING DIVISION PAVMENT MARKING & SIGNAGE DETAILS 1505 Westlake Ave RECEIVED S Sea ttle, 305 WA 98109 JUN 0 3 2010 PERMIT CENTER REVISIONS CITY COMMENTS PERMIT DESCRIPTION T (206) 522 -9510 F (206) 522 - 8344 WWW.PACLAND.COM 6/2/2010 10/15/2009 DATE D09 -237 REV 1 ■ CB C$IM =25.41� 4 IE 6" (N1lU) =2 .5 / RAPT E� CIE CE" (NV) =23. W /`TRAP S SMH RIM =2 __.!E CB RIM=21.99 AS REVISED IE 12 "CONC(SE)•=15.9 IE e"PVC(W)=18.0 IE 12"CPEP(W =17.94,P IE 12 "CMP(SE) 2O,'! 'E - EP S _ ! 2 - "CE1 FT(S947471 • ONC CURB NOTE; AL MAPLE MAPLES ! ®t C I P( , 0 2 2P S\� =1 IE MP(N) =19 MP W) =19.2 S 'HAL " -e P(W) =20. SDMH NOT •FOU N63 THIS SURVEY PLOTTED . FROM - ri:-- - CEN y' - UTILITIES PLAN TREES TYP) CONC ' \ CB RIM =24.413 IE 6 ° ChJL? " TM22.6 /OE R .4 =24,09 Itr I .CIPSNE lE 8 CMP(3E '= 22.0 P R IM =23,85 IF 24 MP(NE)-=20,2 IE 8,MF(NW) -21.6 30.00 0 - : ;B RI =25.55 IE: " PEP( ) =1� IE 12 "CPEP() X20.9 yt CB R ;,. IE 8 "CPN CB IE 12 "C IE 4 "C E IE 8 "CM 15 /8" R. BA; APkX LS 18'.`' .: /". E rW\ RI IE 8 "COIF! SDMH •' IE 12 "CONC IE 12" P -- 1 ,aw.,t«re "� EN TR� ._- _ N8 7'2513 W 253.52 ' REMOVE X. TREE 4" IP JERSE BARRIOR CB RIM IE 12 " CPEP(W) =21.6 INSTALL SILT F lcsN PER A.F.N. ASPHALT DEMO 1':- 14 )909 8603 fcND L0 SEMENT 5735981 -. 2 "CONC(S) 24.33 -21,4 SANK t' SIGN :/ C.a B � F . JF24.8 E 6 DI(N)=22 NC(S)-2 CB RIM=24:' ONC(W •-15. C(NE ~°1 CONC(N) 5. \1 DI(s -1 .s 1, ---- AFTER IN THIS AREA CONCRETE WALK TO REMAIN TAX PARCEL 3597057 CATCH 002 BASINS & STORM PIPES N & S OF BOTH CATCH BASINS N87'25'13' rHI _ > -1 ..; FROM 5. CENTER UTILITIES PLAN -- lM 24. I e 6 "CMP(W)= 22.1 ROOF DRAIN wK a �, ) a 1==Z ,J ill � ca ,, ?,E '.1 NAM k Mai N0, 6010 (EN THROUGH JU i S1EL. RE LIS 10' dONC WALE \ TO REMAIN C O N C ASPHALT CURB $!~ GUTTER BM 1078 -1:.2 TOP MON i CASE ELEV.= 22.2': 2" DEC GENERAL EROSION CONTROL NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT APPLICABLE LOCAL, STATE, AND FEDERAL STANDARDS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR PREVENTING SILT -LADEN RUNOFF FROM DISCHARGING FROM THE PROJECT SITE. FAILURE BY THE CONTRACTOR CAN RESULT IN A FINE. THE DESIGNATED TEMPORARY CONTACT PERSON NOTED ON THIS PLAN MUST BE AVAILABLE FOR CONTACT BY TELEPHONE ON A 24 HOUR BASIS THROUGHOUT CONSTRUCTION AND UN11L THE PROJECT HAS BEEN COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION. CW R 2 E ►rp _ lad THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR FROM THE BEGINNING OF CONSTRUCTION UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION AND THE SITE IS STABILIZED. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED AND INSPECTED BY THE LOCAL JURISDICTION PRIOR TO ANY CLEARING OR CONSTRUCTION TAKING PLACE. DURING CONSTRUCTION, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE' OWNER AND /OR CONTRACTOR UN11L ALL CONSTRUCTION IS APPROVED. } THE EROSION AND SEDIMENTATION CONTROL FACILITIES SHOWN ON THIS PLAN ARE TO BE CONSIDERED ADEQUATE BASIC REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION, DEVIATIONS FROM THIS PLAN MAY BE NECESSARY IN ORDER TO MAINTAIN WATER QUALITY. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR ON A FREQUENT BASIS AND IMMEDIATELY AFTER EACH RAINFALL, AND MAINTAINED AS NECESSARY TO INSURE THEIR CONTINUED FUNCTIONING. ALL SEDIMENT MUST BE REMOVED FROM SILT FENCES, ETC. PRIOR TO THE SEDIMENT REACHING 1/2 ITS MAXIMUM POTENTIAL DEPTH. AT NO TIME SHALL CONCRETE, CONCRETE BYPRODUCTS, VEHICLE FLUIDS, PAINT, CHEMICALS, OR OTHER POLLUTING MATTER BE PERMITTED TO DISCHARGE TO THE TEMPORARY OR PERMANENT DRAINAGE SYSTEM, OR TO DISCHARGE FROM THE PROJECT SITE. THE CONTRACTOR PERFORMING THE WORK SHALL MAINTAIN A SET OF THE APPROVED CONSTRUCTION DRAWINGS ON SITE AT ALL TIMES WHILE CONSTRUC11ON IS IN PROGRESS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING THE WORK TO OBTAIN ALL NECESSARY PERMITS FROM THE LOCAL JURISDICTION PRIOR TO COMMENCING ANY WORK WITHIN THE PUBLIC RIGHT -OF -WAY. 10. THE CONTRACTOR PERFORMING THE WORK SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL AT ALL TIMES DURING CONSTRUCTION ALONGSIDE OR WITHIN ALL PUBLIC ROADWAYS. THIS APPROVED "TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN" MUST BE IMPLEMENTED PRIOR TO ANY SITE WORK. SEE THE PLANS AND DETAILS FOR FURTHER INFORMATION. 11. 12. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, GROUNDWATER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS. 13. MAXIMUM SLOPES SHALL BE 2:1 HORIZ: VERT FOR FILL SLOPES, AND 2:1 HORIZ: VERT FOR CUT SLOPES. 14. ROCKERIES OR OTHER RETAINING FACILITIES EXCEEDING 4' IN HEIGHT REQUIRE A SEPARATE PERMIT. 15. ALL AREAS DISTURBED DURING CONSTRUCTION WHERE PERMANENT LANDSCAPING WILL NOT BE PROVIDED WITHIN 60 DAYS SHALL BE HYDROSEEDED, OR OTHERWISE STABILIZED, AS REQUIRED. STRAW MULCHING OR PLASTIC SHEETING ARE ACCEPTABLE ALTERNATIVES TO TEMPORARY HYDROSEEDING DURING PERIODS OF LOW GROWTH. 16. SLOPE STABILIZATION. CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. ROUGHENED SOIL SURFACES ARE PREFERRED TO SMOOTH SURFACES. INTERCEPTORS SHOULD BE CONSTRUCTED AT THE TOP OF LONG, STEEP SLOPES WHICH HAVE SIGNIFICANT AREAS ABOVE THAT CONTRIBUTE RUNOFF. CONCENTRATED RUNOFF SHOULD NOT BE ALLOWED TO FLOW DOWN THE FACE OF A CUT OR FILL SLOPE UNLESS CONTAINED WITHIN AN ADEQUATE CHANNEL OR PIPE SLOPE DRAIN. WHEREVER A SLOPE FACE CROSSES A WATER SEEPAGE PLANE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHOULD BE PROVIDED. IN ADDITION, SLOPES SHOULD BE STABILIZED IN ACCORDANCE WITH ITEM (17) ABOVE. 17. STORM DRAIN INLET PROTECTION. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORMWATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 18. REFER TO PROJECT SPECIFICATIONS FOR SURFACE WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE. 19. DUE TO POTENTIAL TRACKING OF CONSTRUCTION RELATED TRAFFIC, INLET PROTECTION SHALL BE INSTALLED ON ALL CATCH BASINS WITHIN 300' OF CONSTRUC11ON ENTRANCE. CB RiM= 27.34. -- '` IF 6"CONC(E) , -213.0 GB I 2.82 1 t ' IE. 12 "C NC(N) = 1Z GENERAL DEMOLITION NOTES £NNCE r -TYP 112' DEC ASPHALT 3 ROTECT EX. - CB RIM =22.03 IE: 12 "CONC(SW) =15.7 42.00° I:~ 12 "C0NC(SE) -15.7 2" DEC '�- CB RIM= 23.21 , STRUCTURE FULL OF WATER & DEBRIS COULD NOT DETERMINE PIPES L , OR INVERTS THIS TIME ALT R=50.00' 1. DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR THE CONTRACTOR'S BENEFIT. THESE NOTES ARE NOT INTENDED TO BE COMPREHENSIVE. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL EXISTING ON -SITE IMPROVEMENTS NECESSARY TO ACCOMMODATE THE PROPOSED CONSTRUCTION. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY PACE, RECEIVED 6 -30 -2008. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF EXISTING U11LI11ES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING U11LI11ES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR IS TO REMOVE ALL EXISTING SURFACE IMPROVEMENTS AND DEBRIS WITHIN THE LIMITS OF WORK UNLESS OTHERWISE NOTED. ALL DEBRIS FOUND ON SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH APPUCABLE STATE CODES. 5. CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. 6. ABANDONED PIPES LOCATED OUTSIDE PROPOSED BUILDING PAD LIMITS WITH AN EXCESS OF 3' COVER MAY BE DECOMMISSIONED AND ABANDONED IN PLACE, PROVIDED THAT THESE ABANDONED UTILITIES ARE GROUTED AND CAPPED. EXISTING SUBSURFACE IMPROVEMENTS AND DEBRIS WITHIN THE PROPOSED BUILDING PAD AREA, INCLUDING 10' BEYOND FOUNDATIONS, SHALL BE REMOVED. 7. CONTRACTOR SHALL ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE STRUCTURES, VALVE BOXES, VAULT LIDS AND UTILITY ACCESS STRUCTURES TO FINISH GRADE WITHIN AREAS AFFECTED BY PROPOSED CONSTRUCTION. 42.00' � CiiyofTukwila DEMOLITION GOivIsioN M M • 0 0 01 COMPLETELY DEMOLISH EXISTING BUILDING AND ASSOCIATED APPURTENANCES, INCLUDING BASEMENTS IN ACCORDANCE WITH APPLICABLE CODES. DISCONNECT AND CAP EXISTING UTILITIE OT THEIR MAIN LINE. CONTRACTOR SHALL REMOVE ALL ASBESTOS CONTAINING BUI MATERIALS IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS: 02 AF \ DECOMMISSION OF EXISTING UTILITY, COMPLETELY REMOVE EXISTING UTILITY CONDUIT AND BACKFILL WITH COMPACTED STRUCTURAL FILL. S TO =REMAIN WITH � CON,STRUC11ON ( ` E 'OLISH EXISTING CONCRETE CURB AND GUTTER. DEMOLISHED CONCRETE MAY BE FENCE `,CRUSHED ON -SITE AND REUSED AS FILL IN PARKING AREAS. K DEMOLISH EXISTING CONCRETE SIDEWALK TO NEAREST JOINT SUFFICIENT TO INSTALL IMPROVEMENTS. DEMOLISHED CONCRETE MAY BE CRUSHED ON SITE AND REUSED AS FILL IN PARKING AREAS. 0 DEMOLISH AND REMOVE EXISTING ASPHALT PAVEMENT TO DEPTH SUFFICIENT TO CONSTRUCT NEW PAVING AND IMPROVEMENTS. DEMOLISHED ASPHALT MAY BE CRUSHED ON SITE AND REUSED AS FILL IN PARKING AREAS. © SAWCUT,MATCH AND JOIN EXISTING PAVEMENT. SAWCUT LINES SHOWN ARE APPROXIMATE. 07 REMOVE /SALVAGE EXISTING WATERMAIN AFTER NEW WATERMAIN HAS BEEN INSTALLED, INSPECTED, APPROVED AND PLACED IN OPERATION. SEE U11L11Y PLAN FOR LIMITS OF WATERMAIN REPLACEMENT. REMOVE AND STORE EXISTING LIGHT STANDARD AND BASE FOR RELOCATION. MAINTAIN OR RETROFIT EXISTING LIGHTING CIRCUITRY TO MAINTAIN LIGHT FIXTURE OPERATION. PATCH PAVEMENT UNLESS ADJACENT PAVEMENT IS SHOWN TO BE DEMOLISHED AND REPLACED. 10 00' 13 PROTECT EXISTING STRUCTURE TO REMAIN PROTECT EXISTING UTILITY TO REMAIN 15 PROTECT EXISTING PAVEMENT TO REMAIN 18 DEMOLISH EXISTING PLANTER AND STEEL TREWS. DEMOLISHED CONCRETE MAY BE CRUSHED ON SITE AND REUSED AS FILL IN PARKING AREAS. 19 REMOVE EXISTING SIGN, POST Sc FOUNDATION 20 COORDINATE WITH QWEST FOR REMOVAL OF PHONE BOOTH. 21 PROTECT EXISTING TREES TO REMAIN 22 REMOVE EXISTING VEGETATION AND SOIL TO A DEPTH SUFFICIENT FOR PROPOSED IMPROVEMENTS. 23 REMOVE EX. GAS METER, CAP & MARK GAS LINE FOR RECONNECTION ® RELOCATE EX. WATER OR IRRIGATION METER, CAP & MARK WATER LINE SEE SHEET C -3.0 FOR NEW LOCATIONS LEGEND 40 EXISTING UTILITY TO BE DEMOLISHED REMOVE EXISTING ASPHALT REMOVE EXISTING CONCRETE REMOVE EXISTING TREE SAWCUT PROPOSED FINISH GRADE EXISTING CONTOUR CATCH BASIN PROTECTION LIMITS OF CONSTRUCTION SILT FENCE TEMPORARY CONSTRUCTION FENCE / TREE PROTECTION SAWCUT CALL 48 HOURS BEFORE YOU DIG -800-424-5555 0 20 REVIEWED F R CODE COMPLI GE APPROVE AUG 3 0 ;p10 GRAPHIC SCALE 40 Q9% z37 so ( IN FEET ) 1 inch = 40 ft. D-11.1 KEY MAP // / / /// /// / /// E1 RECEIVED JUN 03 2010 PERMIT CENTER 160 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. Consultants 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 Approvals /Phase: NORTHEAST PARKING PERMIT SET PERMIT: 6/2/2010 'NOT FOR CONSTRUCTION' Sou th cen ter Sheet Title WESTFIELD DESIGN & CONSTRUCTION 11801 Wilshire Boulevard, 11th Floor Los Angeles, California 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4488 No. Revision Date DEMOLII1ON AND EROSION CONTROL PLAN T (206) 522 -9510 F (206) 522 -8344 WWW.PACLAND.COM REV 1 3 0 s z cn N co co 5 0 co 0. C< NC UR �. "IGN ` ■ CB C$IM =25.41� 4 IE 6" (N1lU) =2 .5 / RAPT E� CIE CE" (NV) =23. W /`TRAP S SMH RIM =2 __.!E CB RIM=21.99 AS REVISED IE 12 "CONC(SE)•=15.9 IE e"PVC(W)=18.0 IE 12"CPEP(W =17.94,P IE 12 "CMP(SE) 2O,'! 'E - EP S _ ! 2 - "CE1 FT(S947471 • ONC CURB NOTE; AL MAPLE MAPLES ! ®t C I P( , 0 2 2P S\� =1 IE MP(N) =19 MP W) =19.2 S 'HAL " -e P(W) =20. SDMH NOT •FOU N63 THIS SURVEY PLOTTED . FROM - ri:-- - CEN y' - UTILITIES PLAN TREES TYP) CONC ' \ CB RIM =24.413 IE 6 ° ChJL? " TM22.6 /OE R .4 =24,09 Itr I .CIPSNE lE 8 CMP(3E '= 22.0 P R IM =23,85 IF 24 MP(NE)-=20,2 IE 8,MF(NW) -21.6 30.00 0 - : ;B RI =25.55 IE: " PEP( ) =1� IE 12 "CPEP() X20.9 yt CB R ;,. IE 8 "CPN CB IE 12 "C IE 4 "C E IE 8 "CM 15 /8" R. BA; APkX LS 18'.`' .: /". E rW\ RI IE 8 "COIF! SDMH •' IE 12 "CONC IE 12" P -- 1 ,aw.,t«re "� EN TR� ._- _ N8 7'2513 W 253.52 ' REMOVE X. TREE 4" IP JERSE BARRIOR CB RIM IE 12 " CPEP(W) =21.6 INSTALL SILT F lcsN PER A.F.N. ASPHALT DEMO 1':- 14 )909 8603 fcND L0 SEMENT 5735981 -. 2 "CONC(S) 24.33 -21,4 SANK t' SIGN :/ C.a B � F . JF24.8 E 6 DI(N)=22 NC(S)-2 CB RIM=24:' ONC(W •-15. C(NE ~°1 CONC(N) 5. \1 DI(s -1 .s 1, ---- AFTER IN THIS AREA CONCRETE WALK TO REMAIN TAX PARCEL 3597057 CATCH 002 BASINS & STORM PIPES N & S OF BOTH CATCH BASINS N87'25'13' rHI _ > -1 ..; FROM 5. CENTER UTILITIES PLAN -- lM 24. I e 6 "CMP(W)= 22.1 ROOF DRAIN wK a �, ) a 1==Z ,J ill � ca ,, ?,E '.1 NAM k Mai N0, 6010 (EN THROUGH JU i S1EL. RE LIS 10' dONC WALE \ TO REMAIN C O N C ASPHALT CURB $!~ GUTTER BM 1078 -1:.2 TOP MON i CASE ELEV.= 22.2': 2" DEC GENERAL EROSION CONTROL NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT APPLICABLE LOCAL, STATE, AND FEDERAL STANDARDS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR PREVENTING SILT -LADEN RUNOFF FROM DISCHARGING FROM THE PROJECT SITE. FAILURE BY THE CONTRACTOR CAN RESULT IN A FINE. THE DESIGNATED TEMPORARY CONTACT PERSON NOTED ON THIS PLAN MUST BE AVAILABLE FOR CONTACT BY TELEPHONE ON A 24 HOUR BASIS THROUGHOUT CONSTRUCTION AND UN11L THE PROJECT HAS BEEN COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION. CW R 2 E ►rp _ lad THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR FROM THE BEGINNING OF CONSTRUCTION UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION AND THE SITE IS STABILIZED. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED AND INSPECTED BY THE LOCAL JURISDICTION PRIOR TO ANY CLEARING OR CONSTRUCTION TAKING PLACE. DURING CONSTRUCTION, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE' OWNER AND /OR CONTRACTOR UN11L ALL CONSTRUCTION IS APPROVED. } THE EROSION AND SEDIMENTATION CONTROL FACILITIES SHOWN ON THIS PLAN ARE TO BE CONSIDERED ADEQUATE BASIC REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION, DEVIATIONS FROM THIS PLAN MAY BE NECESSARY IN ORDER TO MAINTAIN WATER QUALITY. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR ON A FREQUENT BASIS AND IMMEDIATELY AFTER EACH RAINFALL, AND MAINTAINED AS NECESSARY TO INSURE THEIR CONTINUED FUNCTIONING. ALL SEDIMENT MUST BE REMOVED FROM SILT FENCES, ETC. PRIOR TO THE SEDIMENT REACHING 1/2 ITS MAXIMUM POTENTIAL DEPTH. AT NO TIME SHALL CONCRETE, CONCRETE BYPRODUCTS, VEHICLE FLUIDS, PAINT, CHEMICALS, OR OTHER POLLUTING MATTER BE PERMITTED TO DISCHARGE TO THE TEMPORARY OR PERMANENT DRAINAGE SYSTEM, OR TO DISCHARGE FROM THE PROJECT SITE. THE CONTRACTOR PERFORMING THE WORK SHALL MAINTAIN A SET OF THE APPROVED CONSTRUCTION DRAWINGS ON SITE AT ALL TIMES WHILE CONSTRUC11ON IS IN PROGRESS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING THE WORK TO OBTAIN ALL NECESSARY PERMITS FROM THE LOCAL JURISDICTION PRIOR TO COMMENCING ANY WORK WITHIN THE PUBLIC RIGHT -OF -WAY. 10. THE CONTRACTOR PERFORMING THE WORK SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL AT ALL TIMES DURING CONSTRUCTION ALONGSIDE OR WITHIN ALL PUBLIC ROADWAYS. THIS APPROVED "TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN" MUST BE IMPLEMENTED PRIOR TO ANY SITE WORK. SEE THE PLANS AND DETAILS FOR FURTHER INFORMATION. 11. 12. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, GROUNDWATER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS. 13. MAXIMUM SLOPES SHALL BE 2:1 HORIZ: VERT FOR FILL SLOPES, AND 2:1 HORIZ: VERT FOR CUT SLOPES. 14. ROCKERIES OR OTHER RETAINING FACILITIES EXCEEDING 4' IN HEIGHT REQUIRE A SEPARATE PERMIT. 15. ALL AREAS DISTURBED DURING CONSTRUCTION WHERE PERMANENT LANDSCAPING WILL NOT BE PROVIDED WITHIN 60 DAYS SHALL BE HYDROSEEDED, OR OTHERWISE STABILIZED, AS REQUIRED. STRAW MULCHING OR PLASTIC SHEETING ARE ACCEPTABLE ALTERNATIVES TO TEMPORARY HYDROSEEDING DURING PERIODS OF LOW GROWTH. 16. SLOPE STABILIZATION. CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. ROUGHENED SOIL SURFACES ARE PREFERRED TO SMOOTH SURFACES. INTERCEPTORS SHOULD BE CONSTRUCTED AT THE TOP OF LONG, STEEP SLOPES WHICH HAVE SIGNIFICANT AREAS ABOVE THAT CONTRIBUTE RUNOFF. CONCENTRATED RUNOFF SHOULD NOT BE ALLOWED TO FLOW DOWN THE FACE OF A CUT OR FILL SLOPE UNLESS CONTAINED WITHIN AN ADEQUATE CHANNEL OR PIPE SLOPE DRAIN. WHEREVER A SLOPE FACE CROSSES A WATER SEEPAGE PLANE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHOULD BE PROVIDED. IN ADDITION, SLOPES SHOULD BE STABILIZED IN ACCORDANCE WITH ITEM (17) ABOVE. 17. STORM DRAIN INLET PROTECTION. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORMWATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 18. REFER TO PROJECT SPECIFICATIONS FOR SURFACE WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE. 19. DUE TO POTENTIAL TRACKING OF CONSTRUCTION RELATED TRAFFIC, INLET PROTECTION SHALL BE INSTALLED ON ALL CATCH BASINS WITHIN 300' OF CONSTRUC11ON ENTRANCE. CB RiM= 27.34. -- '` IF 6"CONC(E) , -213.0 GB I 2.82 1 t ' IE. 12 "C NC(N) = 1Z GENERAL DEMOLITION NOTES £NNCE r -TYP 112' DEC ASPHALT 3 ROTECT EX. - CB RIM =22.03 IE: 12 "CONC(SW) =15.7 42.00° I:~ 12 "C0NC(SE) -15.7 2" DEC '�- CB RIM= 23.21 , STRUCTURE FULL OF WATER & DEBRIS COULD NOT DETERMINE PIPES L , OR INVERTS THIS TIME ALT R=50.00' 1. DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR THE CONTRACTOR'S BENEFIT. THESE NOTES ARE NOT INTENDED TO BE COMPREHENSIVE. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL EXISTING ON -SITE IMPROVEMENTS NECESSARY TO ACCOMMODATE THE PROPOSED CONSTRUCTION. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY PACE, RECEIVED 6 -30 -2008. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF EXISTING U11LI11ES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING U11LI11ES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR IS TO REMOVE ALL EXISTING SURFACE IMPROVEMENTS AND DEBRIS WITHIN THE LIMITS OF WORK UNLESS OTHERWISE NOTED. ALL DEBRIS FOUND ON SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH APPUCABLE STATE CODES. 5. CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. 6. ABANDONED PIPES LOCATED OUTSIDE PROPOSED BUILDING PAD LIMITS WITH AN EXCESS OF 3' COVER MAY BE DECOMMISSIONED AND ABANDONED IN PLACE, PROVIDED THAT THESE ABANDONED UTILITIES ARE GROUTED AND CAPPED. EXISTING SUBSURFACE IMPROVEMENTS AND DEBRIS WITHIN THE PROPOSED BUILDING PAD AREA, INCLUDING 10' BEYOND FOUNDATIONS, SHALL BE REMOVED. 7. CONTRACTOR SHALL ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE STRUCTURES, VALVE BOXES, VAULT LIDS AND UTILITY ACCESS STRUCTURES TO FINISH GRADE WITHIN AREAS AFFECTED BY PROPOSED CONSTRUCTION. 42.00' � CiiyofTukwila DEMOLITION GOivIsioN M M • 0 0 01 COMPLETELY DEMOLISH EXISTING BUILDING AND ASSOCIATED APPURTENANCES, INCLUDING BASEMENTS IN ACCORDANCE WITH APPLICABLE CODES. DISCONNECT AND CAP EXISTING UTILITIE OT THEIR MAIN LINE. CONTRACTOR SHALL REMOVE ALL ASBESTOS CONTAINING BUI MATERIALS IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS: 02 AF \ DECOMMISSION OF EXISTING UTILITY, COMPLETELY REMOVE EXISTING UTILITY CONDUIT AND BACKFILL WITH COMPACTED STRUCTURAL FILL. S TO =REMAIN WITH � CON,STRUC11ON ( ` E 'OLISH EXISTING CONCRETE CURB AND GUTTER. DEMOLISHED CONCRETE MAY BE FENCE `,CRUSHED ON -SITE AND REUSED AS FILL IN PARKING AREAS. K DEMOLISH EXISTING CONCRETE SIDEWALK TO NEAREST JOINT SUFFICIENT TO INSTALL IMPROVEMENTS. DEMOLISHED CONCRETE MAY BE CRUSHED ON SITE AND REUSED AS FILL IN PARKING AREAS. 0 DEMOLISH AND REMOVE EXISTING ASPHALT PAVEMENT TO DEPTH SUFFICIENT TO CONSTRUCT NEW PAVING AND IMPROVEMENTS. DEMOLISHED ASPHALT MAY BE CRUSHED ON SITE AND REUSED AS FILL IN PARKING AREAS. © SAWCUT,MATCH AND JOIN EXISTING PAVEMENT. SAWCUT LINES SHOWN ARE APPROXIMATE. 07 REMOVE /SALVAGE EXISTING WATERMAIN AFTER NEW WATERMAIN HAS BEEN INSTALLED, INSPECTED, APPROVED AND PLACED IN OPERATION. SEE U11L11Y PLAN FOR LIMITS OF WATERMAIN REPLACEMENT. REMOVE AND STORE EXISTING LIGHT STANDARD AND BASE FOR RELOCATION. MAINTAIN OR RETROFIT EXISTING LIGHTING CIRCUITRY TO MAINTAIN LIGHT FIXTURE OPERATION. PATCH PAVEMENT UNLESS ADJACENT PAVEMENT IS SHOWN TO BE DEMOLISHED AND REPLACED. 10 00' 13 PROTECT EXISTING STRUCTURE TO REMAIN PROTECT EXISTING UTILITY TO REMAIN 15 PROTECT EXISTING PAVEMENT TO REMAIN 18 DEMOLISH EXISTING PLANTER AND STEEL TREWS. DEMOLISHED CONCRETE MAY BE CRUSHED ON SITE AND REUSED AS FILL IN PARKING AREAS. 19 REMOVE EXISTING SIGN, POST Sc FOUNDATION 20 COORDINATE WITH QWEST FOR REMOVAL OF PHONE BOOTH. 21 PROTECT EXISTING TREES TO REMAIN 22 REMOVE EXISTING VEGETATION AND SOIL TO A DEPTH SUFFICIENT FOR PROPOSED IMPROVEMENTS. 23 REMOVE EX. GAS METER, CAP & MARK GAS LINE FOR RECONNECTION ® RELOCATE EX. WATER OR IRRIGATION METER, CAP & MARK WATER LINE SEE SHEET C -3.0 FOR NEW LOCATIONS LEGEND 40 EXISTING UTILITY TO BE DEMOLISHED REMOVE EXISTING ASPHALT REMOVE EXISTING CONCRETE REMOVE EXISTING TREE SAWCUT PROPOSED FINISH GRADE EXISTING CONTOUR CATCH BASIN PROTECTION LIMITS OF CONSTRUCTION SILT FENCE TEMPORARY CONSTRUCTION FENCE / TREE PROTECTION SAWCUT CALL 48 HOURS BEFORE YOU DIG -800-424-5555 0 20 REVIEWED F R CODE COMPLI GE APPROVE AUG 3 0 ;p10 GRAPHIC SCALE 40 Q9% z37 so ( IN FEET ) 1 inch = 40 ft. D-11.1 KEY MAP // / / /// /// / /// E1 RECEIVED JUN 03 2010 PERMIT CENTER 160 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. Consultants 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 Approvals /Phase: NORTHEAST PARKING PERMIT SET PERMIT: 6/2/2010 'NOT FOR CONSTRUCTION' Sou th cen ter Sheet Title WESTFIELD DESIGN & CONSTRUCTION 11801 Wilshire Boulevard, 11th Floor Los Angeles, California 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4488 No. Revision Date DEMOLII1ON AND EROSION CONTROL PLAN T (206) 522 -9510 F (206) 522 -8344 WWW.PACLAND.COM REV 1 3 0 s z cn N co co 5 0 co 0. FILTER FABRIC MATERIAL, MIRAFI 100X OR EQUAL 2 "x2"x14 GA. WELDED WIRE FABRIC OR EQUAL USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO RE STEEL FENCE 1441111 �OSTS 0 4'O.C.(TYP.) SILT FENCE DETAIL NTS PROJECT SITE 12" NOTE: UPON COMPLETION OF THE PROJECT OR WHEN DIRECTED BY THE OWNER, THE FILTER FABRIC FENCE SHALL BE REMOVED IN ITS ENTIRETY AND DISPOSED OF BY THE CONTRACTOR. UNDISTURBED GROUND 0 BURY FILTER FABRIC IN TRENCH FILLED WITH GRAVEL BACK - FILL FOR DRAINS DRAINAGE GRATE ", RECTANGULAR GRATE SHOWN BELOW INLET GRATE DEVICE INLET PROTECTION DETAIL MOD: WSDOT DETAIL 1- 40.20 -00 REV: 9/20/07 NTS REVIEWED FOR CODE COMPLIANCE APPROVED AUG 3 0 2010 City of Tukwila BUILDING DIVISION ETRIEVAL SYSTEM (TYP.) bO 23 "7 RECEIVED JUN 03 2010 PERMIT CENTER South cen Registration No. Consultants 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 Key Plan: D NORDSTROM Sheet Title Job No Sheet Title 633 Southosnber Undo, WA., 1161ge 206 -246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Approvals /Phase: NORTHEAST PARKING PERMIT SET PERMIT: 6/2/2010 'NOT FOR CONSTRUCTION' No. Revision Date 11 0 EROSION CONTROL DETAILS D -12.0 T (206) 522 -9510 F (206) 522 -8344 WWW.PACLAND.COM Date Scale D09 -237 REV 1 H {M= . 7a (S . )- oust tIA CB RIM =24.66 IE 12 "CPEP(W)- 2 PARKIN C9IIQN PER A. IN THIS ° 8603140908; :603 p AND 6 MH RIM= 24,5 1E GL rli111-..IIIVPIRMIS•M•le■ MOM AMMO „11 r 4214 tea �' 24.8 (N)= 22. k1C(SK2 KIM = o'I (N W)=2 .; API (SE RIM-=25. 'ISTRICT COURT CAUSE 8 •, '��;� ERED 8/#9,L6,,3_& AS REVISED 1985, RECORDIFIG- -_ 0 CB R1M =21.99 1E 12 "CPEP(NW) -17.2 1E 12"CONC(SE) =15 <9 1E 12 CMP(SW) =15.9 B- RIM° =2. ;.40 �•,. AFCH IE 8 "PVC(W) =18,0 .. EXISTIN1 12' PEP(W) =17,9. E) =20.7 (SE) -17. CURB IE 6 "CONC(E)2 .0 ///:///,' CB Ri 1=2.5.55 ' IE 12 "CPEP(W =19.4 1E 12 "CPEP(E)20.9 #8 &314 948; 909 & 91 s CB RIM 25.78 1E 8 "CMP(Nr4=24.2 CB RIM =2 IE 12 "CONC(W) =&,5 1E 4 "CPEP(E)- 22.'.� IE 8 "CMP(SW) =22.9' CB RIM =25.2 J t IE 12 "CONC(NV) =221. f 4D'5/8 REBAR'r'& CAP APEX LS 1892; 35154 1 r - SgMH RIM=26.26 IE 8 "CONC(SE) =20.1 SDMH RIM =24.83 IE 12 "CONC( ) =21.8 ,' 1E 12" PVC() =23.3 N8T25'13 "W CB R M=24.21 !E 2 ' CONC(E) =17.9 1E 1'8'CNC(S) =16.2. �'s SD SITE KEY 9x- "00 SD 3 r- 4" IP --- SD OA FIRE APPARATUS ACCESS ROADS SHALL BE IDENTIFIED BY 12" WIDE YELLOW ACCESSIBLE WARNING STRIPS ALONG CURB AND BY THE POSTING OF SIGNS STATING, "FIRE LANE NO PARKING ". SIGNS SHALL BE POSTED ON OR IMMEDIATELY NEXT TO THE CURB UNE OR ON THE BUILDING. SIGNS SHALL BE 12 INCHES BY 18 INCHES AND SHALL HAVE LETTERS AND BACKGROUND OF CONTRASTING COLOR, READILY READABLE FROM AT LEAST A 50 -FOOT DISTANCE. SIGNS SHALL BE SPACED NOT FURTHER THAN 50 FEET APART NOR SHALL THEY BE MORE THAN FOUR FEET FROM THE GROUND." ® PEDESTRIAN CROSSWALK ® CONCRETE TRANSFORMER / UTILITY PAD. CONTRACTOR TO COORDINATE WITH LOCAL POWER COMPANY FOR DETAILS. NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY /COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY PACE, RECEIVED 6 -30 -2008. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE U11UTY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. CB RIM =24' 1E 12 "CONC(S) =21.0 / CB RIM =24.52 IE 24 "CONC(W)• -15.7 1E' 4 "CONC(NE) =15.7 I E` 12" DI(SE)=17.2 11. S Oef4B -= THIS SURVEY APPX. LOCATION PLOTTED FROM S. CENTER UTILITIES PLAN 25 i f QG CONCRETE CURB OH CURB RAMP DETAIL �I CONCRETE SIDEWALK f 18" CONCRETE CURB AND GUTTER, (TYP) © LANDSCAPE ISLAND, (TYP) �M PAINTED DIRECTIONAL ARROW, TYPICAL 0 NEW LIGHT POLE BASE (TYP). REFER TO SITE LIGHTING PLAN. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS & TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 5. DIMENSIONS SHOWN REFER TO FACE OF CURB, FACE OF BUILDING OR TO THE CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED. 6. ALL PAVED PARKING LOT AREAS WITHIN THE LIMITS OF IMPROVEMENTS SHALL BE STANDARD DUTY PAVEMENT UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR THE CITY ENGINEER'S APPROVAL PRIOR TO ANY WORK WITHIN THE CITY RIGHT -OF -WAY. 8. FIRE LANE STRIPING AROUND BUILDING PERIMETER AND ALONG FIRE TRUCK ACCESS WAYS SHALL BE INSTALLED AS PART OF THIS CONTRACT, IN ACCORDANCE WITH THE LOCAL CODE AND FIRE MARSHALL REQUIREMENTS. 9. REFER TO BOUNDARY SURVEY FOR LEGAL DESCRIPTION, DIMENSIONS OF PROPERTY UNES, BASIS OF BEARINGS & BENCHMARK INFORMATION. (SEE SHEET CS -1) ALL ON -SITE PAINTED STRIPING SHALL BE DOUBLE COATED. SEPARATE COATS SHALL BE APPLIED NO SOONER THAN 4 HOURS APART. (CONTRACTOR TO REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL PAVING MARKING REQUIREMENTS.) N E WL .,L O T A CONC CURB SIGN c PAINED "STOP ", "STOP" SIGN 12" STOP BAR (TYP) SINGLE WHITE SOLID UNE 4" PAINTED STRIPING SAWCUT, MATCH AND JOIN EXISTING PAVEMENT DETECTABLE WARNING CURB SCUPPER BIDDER DESIGNED RETAINING WALL 12. PARKING LOT STRIPING SHALL BE WHITE, 4" WIDTH, & DOUBLE COATED, UNLESS OTHERWISE NOTED. LIGHT POLE BASES TO BE PAINTED PER OWNER'S DIRECTION. 13. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. 14. ALL ISLANDS WIN CURB AND GUTTER SHALL BE LANDSCAPED. THOSE ISLANDS ARE TO HAVE 18" CURB AND GUTTER. ALL REMAINING ISLANDS ARE TO BE STRIPED AS SHOWN. 15. EXISTING STRUCTURES WITHIN CONSTRUCTION UMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WIN GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 17. PYLON SIGNS SHALL BE CONSTRUCTED BY OTHERS. ALL SITE SIGNAGE SHALL BE UNDER A SEPARATE PERMIT. 12" DEC ASPHAL REVIEWED FOR E CODE COM V APPROVED AUG 3 0 2010 City ot Tukwila BUILDING nivism c 1 40 0 20 40 (DT I) 1 inch = 40 ft. STANDARD DUTY PAVEMENT CONCRETE SIDEWALK CONCRETE CURB CONCRETE CURB AND GUTTER SAWCUT COMPACT STALL NUMBER OF PARKING STALLS PER ROW NEW LIGHT POLE AND FIXTURE FIRE LANE STRIPING WIN SIGNS / / // // / / ////// EXISTING UTILITY TO HAVE BEEN DEMOLISHED CALL 48 HOURS BEFORE YOU DIG -800-424-5555 GRAPHIC SCALE so RECEIVED JUN 03 2010 PERMITCENTER 160 Southcen WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No Consultants 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 Key Plan: Sheet 833 Southcenter Parkway Tukwila, WA.. 98188 -2888 206 -246 -0423 t , T (206) 522 -9510 F (206) 522 -8344 www.PACLAND.coM Approvals /Phase: NORTHEAST PARKING PERMIT SET PERMIT: 6/2/2010 'NOT FOR CONSTRUCTION' REV 1 e `' {.' 26.3 JUST RI 1p GRADE S 26.2 JUST RIM lot GRADE 25.4 2. ' ".1. E 26.0 26. '.. 26. 1S 25.5 - 5 - 9 31 EXISTING M= 24.50 _2Q' MAPL' 142 II W) GRIM =23. 12 "CMP(SE) 24.12 25 D( r 24.8 t "CPE 2 .2 'S. 25.05 ,i 1E 1 --CB RI - 1 1E 24 ADJUST RIM , � 1� c 24.7 TO 24.2 1E 6 ,, 26.0 26.1 26.5 26•7 TA 4 11 ' - FOUNt5 °` A` VEY PLOTTED _ 1 1 0 ' ERTY LINE CREEIED - 'FOR S TY •8 OA ... _ N8725'13" IN 253.52 ,,, I 4 , 4 4 i o JERSEIN BARRIOR XSER71ON PER A.F.N. 86031469 .603140 909 klkfo AND ;60 .1, L. _-- CB RIM =24.66 IE 12 "CPEP(W) =21.6 25.6 CB RIM =2 ( W)= 25.54 DI - T 25.6 Pi 25.7 r f :., d 2 .12 "� 1E E)= 2M EX ▪ 'WO IE 12 "CONC(S)fR4- EX 26.15 ) =22. ) I EX 26.9 CB Ij1M =5.41 1E 6" (N'W) =23.5 'TRAPt (SE) 26.63 EX rCBI 5. ��1) 1E (N =23.4 W /TRAP :s .• 25.0 24.9 � \ B I�IM .24.`{L3 6 D1(N) 22.3 3 CONC(SA =23. I EX 26.0 C.o. 25.6 3 25.5 MATCH EX. =15.7 =17.2 / . d-r- 27.72 EX a .72 27.75 EX ADJUST RIM TO GRADE 25.2 CONTRACTOR TO BUILD ` - z AROUND OUTSIDE EDGE OF EX. CB. ADJUST RIM TO GRADE 25.5 ADJUST RIM TO GRADE 24. 27.16 DC EX 26.87 EX 25.7 -- coNDENIRA T1oN.11Y 4e a ED} NO. 6010 (ENTER 5/19 THROUGH JUNE 1985, RE t► s 0 , ,E437. ADJUST RIM TO 24.3 °., . 25.1 24.9 24.20 D( EDGE OF CO CB RIM =21.99 - - - -e !E 12 "CP . NW 1 7 7.2 r IE 12 " ( 5J) :0 cvi c.i N o iE 1 , • ! „ d' cC IE 6.'ZP(NE 24.82 D( CB RIM=27.3Q. - IE 6 "CONC(E) . -25.0 IE 8 (, P("SE 254 .x; C. f M =23.85 IE 24 5MP(NE' IE 8,:8 P(Ng� 1.6 • ter+ 25.9 _r 24.74 . 24.66 P W, =19,2 NW) =19.7 ( t20.4 25.15 ASPHALT V I BM 1078 -1'.2 TOP MON I CASE ELEV. =22.2 • , d No. Revision Date Sheet Title Sheet Title O 0 0 0 0 0 0 0 GRADING AND DRAINAGE PLAN Job No. Dote Scale 6 CB RI =25.55 IE 12 "CPEP( ) =19.4 IE 12 "CPEP( _LA )T20.9 -I -- �- CB RIM 25.78 IE 8 "CMP(NN =24.2 CB RIM= 2'5,60 !E 12 "CONC(W) =2a5 IE 4 "CPEP(E) =22. IE a CMP(SW) =22.9\ UGP � � CB RIM =25.2 IE 12 "CONC(NW) =2?. � r dr r JD i5/8" REBAfd CAP APkX LS 18$2, 35154 r r d � d �` RI =26.26 IE 8 "CONC(S ) =20.1 SDMH RIM =24.83 IE 12 "CONC() =21.8 IE 12" PVC(S) =23.3, CB RIM =24.21 IE 24 "CONC(E) =17.9 C QNC(S) =18.2 1 Co / / 7 4 -- d - 860314_09.0 1 910 s. N - SD _ _ ---- SD ..a . _ \ - SD - i GRADING NOTES ) IE\ "CONC(N 40 ftjE \12" DI(SE THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY PACE, RECEIVED 6 -30 -2008. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED AT THE LOCATION AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFUCT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 3. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT, UNLESS OTHERWISE NOTED. 4. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT -OF -WAY. 5. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1 V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS WITH GRASS IN ACCORDANCE WITH LOCAL SPECIFICATION UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE UBC CODE AND APPLICABLE LOCAL REGULATION. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF WATER. 8. ALL POLLUTANTS OTHER THAN SEDIMENT ON -SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 9. PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SITE SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FROM PROJECT SITE. 180 I s STORM DRAINAGE NOTES NE f\LOT A CONC CURB 10. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 11. CONTRACTOR TO REMOVE UNSUITABLE SOILS LOCATED WITHIN THE BUILDINGS SPLAY LINE OF THE FOOTINGS. 12. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFER TO PROJECT SURVEY. 13. STORMWATER QUALITY VAULTS WILL REQUIRE A SEPARATE BUILDING PERMIT AND STRUCTURAL REVIEW. GEOTECHNICAL INFORMATION WILL ALSO BE REQUIRED. 1. ALL EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND ALL EXISTING PIPES AND STRUCTURES SHOWN ON THIS PLAN TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 2. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBIUTY TO REPAIR AND /OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 3. STORM DRAINAGE PIPE WITH LESS THAN 2' -0" COVER SHALL BE CLASS IV REINFORCED CONCRETE PIPE, OR APPROVED EQUAL TO SUSTAIN H -20 LOADING. 4. ALL ONSITE STORM DRAINAGE PIPE SHALL BE SMOOTH WALLED INTERIOR, MANUFACTURER'S VERIFICATION OF MANNING'S ROUGHNESS COEFFICIENT N =0.012 OR LESS. 5. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. 6. ALL CATCH BASINS AND AREA DRAINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF GRATE FRAME IS AT TOE OF CURB OR FLOWLINE OF GUTTER (WHERE APPLICABLE). 7. CATCH BASIN INLET PROTECTION / EROSION CONTROL TO BE USED FOR ALL NEW INLETS. 8. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 9. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". 10. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT, UNLESS OTHERWISE SHOWN IN THE CATCH BASIN DETAIL. 11. CONTRACTOR SHALL CONNECT ROOF DRAIN LEADERS TO PROPOSED STORM DRAINS AS SHOWN. CB "I 42.82 EARTHWORK QUANTITIES CUT: 759 CY FILL: 1120 CY NET: 361 CY (FILL) CB RIM =22.03 IE 12 "CONC(SW) =15.7 r 42.00' IE 12 "CONC(SE) =15.7 I .� .. CB RIM=23.21 STRUCTURE FULL OF WATER & DEBRIS T "1 DEC COULD NOT DETERMINE PIPE OR INVERTS `&3" THIS TIME F WATER QUAUTY VAULT VORTECHS MODEL 1000 = D IISTALL , ,OVER EX. 12" SD 12" IE (SW) = 17.60 ASPIII2CTIE (NE) = 17.27 1 2" DEC _) R=50.00' ASPHALT THESE QUANTITIES FOR GENERAL PURPOSES ONLY. DOES NOT ACCOUNT FOR OVEREXCAVATION DUE TO UNSUITABLE SOILS OR PAVING SECTIONS. 42.00' CITY OF TUKWILA STANDARD NOTES P 0010 1111.1.1. STORM DRAINAGE NOTES 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, AND THE CURRENT KING COUNTY SURFACE WATER DESIGN MANUAL, UNLESS OTHERWISE APPROVED. 2. MARK ALL STORM DRAIN INLETS WITH "DUMP NO WASTE" AND EITHER "DRAINS TO STREAMS ", "DRAINS TO WETLANDS ", OR "DRAINS TO GROUNDWATER ", AS APPLICABLE. 3. DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE SIDE SLOPE. LEGEND C -12.1 KEY MAP EXISTING UTILITY TO iiii//i/ iii /// HAVE BEEN DEMOLISHED EX. CONTOUR PROPOSED CONTOUR SPOT ELEVATION WATER QUALITY VAULT VORTECHS MODEL 1000 1)09%-aSt REVIEWED FOR CODE COMPLIANCE APPflVED A1ki3 City of Tukwila BUILDING DIviSInf' �--� 26.4 f wQ RECEIVED JUN 0 3 2010 PERMIT CENTER South center 633 Southcenter Parkway Tukwila, WA., 98188 -2888 206 -246 -0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECTS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration N Consultants 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 Key Plan: T (206) 522 -9510 F (206) 522-8314 www.PACLAND.COM Approvals /Phase: NORTHEAST PARKING PERMIT SET PERMIT: 6/2/2010 'NOT FOR CONSTRUCTION' D09 -237 REV 1 a CROSSING TABLE CROSSING UTIL 1 UTIL 1 EL. UTIL 2 UT1L 2 EL. ® 2" WA ±23.3 6" SS 16.75 CD 6" WA ±22.9 6" SS 17.00 OM 6" WA ±21.0 6" SS 14.72 * EX. 8" WA ± 21 6" SS 14.63 ux 5 * EX. 8" WA ± 21 6" SS 14.40 JERSEY' BARRIOR CB '' 2 8 IE8 "CN1 4.2 :040 40404 qcs IE 12 "CPEP(W) =21.6 - -EX6ERSI R A.F.N. 66; 03140909 sic aii 86LF 6 "5S 02.0"0 8 °38'00 "9V 0 URB & GUTTE --�� EASEMENT YDRAN DDe 0 0. 6010 (E ROUGH JU t16 7. S REVISED 12 "CO 15.8 _ D 1 i. %. CB ,lt, 24.8 /1:1 IE 6 Di(N) =22 IE� , G. � � C(S) -23. i CB FIIM = 1 IE 6 (N\) 215 W/ - RAP; SE) ,, CB IRIM-E 5. IE 4" (N : ) =23 W /RAP S t 1 \ B IfIM =24. 1E 61 DI(N) I 3 CONC(S \ i C3 1 1 i C .O . 0 ■ A C. CONNECT NEW 2" DOM.JITT EX. 259fA e: VALVE SSCO 6 "IE =17.39 6" FIRE LINE ENTRY ADJUST RIM TO GRADE 11 '1 RUST ► QCKING )=22,1 DRAIN UMP PUMP SDI H NOT FOUND THI" S RVEY PLOTTED A RV .72 IE 12 "CMP(N =18.0 4 "CMP(S ) =18.0 CB '• =23.6 IE 24 " MP(N ) =19.2 1E 24 "C Vir) =19.2 IE 12 "CM: "NW)=19.7 IE 6" Civ�P W) =20.4 -CB 1,161=24.09 1E 6.",O iP(NE IE 5 "CM =22,0 Cg"F‘M= 5 IE 24 MP(NE IE ' MP(N'W)' 1.6 WE TFI I SIG DIRT 0 MEASURE CB RIM =25.12 IE 12 "CONC(S) .0 CB RIM=-2a 2 °- ONC(W 5.' E + C Nc(N =1 I 1 cONC(N)- ,1 " DI(S .=1 " STA, 50 +00 ASPHALT CURB =r GUTTER 30.00 + I 0.0 p 11 11 11 11 1 1 1 1 1 11 11 11 ' BM 1078 -1 TOPMONU ELEV. =22.2 1„r DEC 1. ALL IMPROVEMENTS SHALL MEET LOCAL, WSDOT AND A.P.W.A. STANDARD SPECIFICATIONS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY PACE, RECEIVED 6 -30 -2008. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY, AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS AND TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. REFER TO INTERIOR PLUMBING DRAWINGS FOR 11E -IN OF ALL UTILITIES. ALL ALL MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. C R =2 21 E "C NC )= 7.9 q' C(S =1 .2 ✓ d //'--LSD GENERAL UTILITY NOTES MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET. / N /' N NE 9. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). 10. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS UNE (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 AND ANSI 21.11 (AWWA C -151) (CLASS 50). LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WIN REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 13. ALL NECESSARY INSPECTIONS AND /OR CERTIFICATIONS REQUIRED BY CODES AND /OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. CONTRACTOR SHALL COORDINATE WITH ALL UTIUTY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 15. CONTRACTOR TO PROVIDE TRENCHING, BACKFILL, 2 - 2 3" PVC SCHEDULE 40 CONDUITS, AND PULLING WIRES FOR UNDERGROUND TELEPHONE SERVICE FROM EXISTING FACILITIES AS SHOWN ON PLANS. CONTRACTOR TO COORDINATE INSTALLATION AND POINT OF CONNECTION WITH UTILITY PROVIDER. ' 16. CONTRACTOR IS TO PROVIDE TRENCHING, 2 - 6" CONDUIT, AND BACKFILL FOR ALL UNDERGROUND POWER UNE AND VAULTS AS REQUIRED BY UTILITY PROVIDER. POWER LINES AND POLES TO BE INSTALLED BY UTIUTY PROVIDER. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING AND FOR PRIMARY ELECTRIC SERVICE LOCATIONS. 17. GAS PIPING SHOWN FOR COORDINATION ONLY. INSTALLATION OF THE GAS MAIN AND METER TO BE ACCOMPUSHED BY UTIUTY PROVIDER. 11. 14. \ t_ o T A CITY OF TUKWILA UTILITY NOTES 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4 -FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES SHALL BE IN A A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS AFTER ASPHALT PAVING. * CONTRACTOR TO VERIFY PIPE SIZE wB Il 22.82 ri I rr .r 1" " " d i12 DEC ASPHALT EC ASPHAL REVIEWED FOR CODE COMPLIANCE APPROVED AUb30 City of Tukwila BUILDING DIVISION 40 0 LEGEND UTILITIES TO HAVE BEEN REMOVED / / / /» / / /m/m SAWCUT POWER E WATER UNE 6" W FDC THRUST BLOCK • DOUBLE CHECK BACKFLOW PREVENTOR (DDCVA) RPBA WATER METER PIV SANITARY SEWER MAIN SS CLEANOUT TO GRADE GAS GAS METER STORMWATER QUALITY VAULT CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 GRAPHIC SCALE 20 40 ( IN S) 1 inch = 40 ft bockIY7 KEY MAP 80 t 1 iwQ I 180 RECEIVED sut 03 2010 PERMIT CENTER Sou th cen ter Registration N Consultants 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 Sheet Title Sheet Title 633 Seitheadar lkievillo, VIA. 116181 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT No. Revision Date UTILITY PLAN 13.1 T (206) 522-9510 F (206) 522 -8344 WWW.PACLAND.COM Approvals /Phase: NORTHEAST PARKING PERMIT SET PERMIT: 6/2/2010 'NOT FOR CONSTRUCTION' Job No. Date Scale D09 -237 REV 1 0 W V 0 X a 5 0 3 a NOTES: 1. RUBBER GASKET & GROUT AT ALL JOINTS. GROUT ALL LIFTING EYE HOLES. 2. STEPS SHALL BE LANE #P- 13938. REFER TO SS -13 FOR STEP DETAIL. NOTES: CONSTRUCT CHANNEL & SHELF IN FIELD. SMOOTH FINISH WITH CLASS 3000 CONCRETE. (OPTION: PRE - FABRICATED PVC/FIBERGLASS CHANNEL) 8" MIN. TO 18° MAX. PRECAST CONCRETE RINGS PRECAST CONE SECTICni KOR -NSEAL INSIDE DROP (MIN. 0.1' MAX.1.S) IF MIN. 24" MAIL GROUT 6" MIN. 12" TYP: ACCESS DETAIL SLOPE SHELF TO PIPE: 4% SIDE CHANNEL t_ .L . i - L _ . _ � - _ • CRUSHED ROCK 12" MIN. CHANNELIZATION MH RING & COVER 18" MAX. STEP � -rthr— a ,. ". 0/ / .0 PRECAST BASE 4" MIN.' NOT TO SCALE City of Tukwila MANHOLE SHEE1F. SS -08 ACCESS AND CHANNELIZATION REVISION *1: 08.03 APPROVAL: B. SHELTON - U8' RAISE -1/2" WIDE BORDER �+ -- 11/2 — I fn PLAN VIEW 10" 9- 8-3/4° A j ej ./Z/Zh ELEVATION 7-31 -3t4" I 15' CAST IRON RING AND COVER 2.7/9" a SIDE SEWER 12" DIA. FIBRE JOINT PACKING 2' 1 MOTTO SCALE City O, f Tukwila SANITARY SIDE SEWER SHEET. SS-03 2 CLEAN -OUT REVISION 7M•1: 08.03 APPROVAL B. SHELTON SUBGRADE ELEVATION PIPE BEDDING PIPE AS SPECIFIED ON PLAN OR SPECS. RIGID PIPE (D.I., CONC.) 1.5X1.1.+19 24" MIN. FLEXIBLE PIPE (CPEP CMP, PVC) . NOTES: 1. IN PAVED AREAS AND RIGHTS-OF-WAY, BACKFILL WITH 5 41" MINUS CRUSHED ROCK TOP COURSE, COMPACTED IN MAXIMUM 6" LIFTS, TO 90 % MODIFIED PROCTOR PER ASTM D -1557. 2. IN UNPAVED AREAS BACKFILL WITH NATIVE MATERIALS OR GRAVEL AND COMPACT IN MAXIMUM 12" LIFTS TO 90% PER ASTM D -1557. 3. NATIVE BACKFILL MATERIAL AT UNPAVED AREAS SHALL NOT HAVE PARTICLE SIZE GREATER THAN 1" WITHIN 6" OF THE PIPE EXTERIOR. 4. COMPACT PIPE % "CRUSHED ROCK BEDDING TO90% MODIFED PROCTOR PER ASTM D -1557. 4' NOT TO SCALE City of Tukwila TRENCH SHEET: DS-14A 3 BEDDING AND BACKFILL REVISION #I: 08.03 APPROVAL: B. SHELTON RIGID PIPE (D.I., CONC.) EXISTING STRUCTURAL SECTION BACKFILL PIPE BEDDING PER WSDOT 9.03.16 95% COMPACTION PIPE AS SPECIFIED ON PLAN OR SPECS. PROVIDE NEAT. STRAIGHT LINE WHERE MATCHING EXISTING PAVEMENT. TACK AND SEAL EDGES I r 1.5XLD. -18 24" MIN. FLEXIBLE PIPE (CPEP, CMP, PVC) 4" MIN. OR MATCH EXISTING, WHICHEVER IS GREATER. COMPACTED THICKNESS ASPHALT CONCRETE PAVEMENT - HMACLASSYt" 24" MIN. ----- NOTES: 1. IN PAVED AREAS AND RIGHTS-OF-WAY, BACKFILL WITH V8" MINUS CRUSHED ROCK TOP COURSE, COMPACTED IN MAXIMUM 6" LIFTS, TO 90% MODIFIED PROCTOR PER ASTM D -1557. 2. IN UNPAVED AREAS BACKFILL WITH NATIVE MATERIALS OR GRAVEL AND COMPACT IN MAXIMUM 12" LIFTS TO 90% PER ASTM D -1557, 3. NATIVE BACKFILL MATERIAL AT UNPAVED AREAS SHALL NOT HAVE PARTICLE SIZE GREATER THAN 1" WITHIN 6" OF THE PIPE EXTERIOR. 4. COMPACT PIPE %" CRUSHED ROCK BEDDING TO 90% MODIFED PROCTOR PER ASTM D -1557. 5. WRAP FITTING IN PLASTIC BEFORE USING CONTROLLED DENSITY FILL (CDF). TRENCH DEPTII FOR WATER LINES APPROVAL: BOB GIBERSON, CITY ENGINEER BEDDING AND BACKFILL - PAVEMENT RESTORATION REVIEWED FOR CODE COMPLIANCE ,APPRMEO p0L 3 0 2010 City of Tukwila BUILDING DIVISION NOT TO SCALE RECEIVED �� qua oa 2010 0 aoRIarcENTER Sou th cen ter WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration Consultants 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 Approvals /Phase: NORTHEAST PARKING PERMIT SET PERMIT: 6/2/2010 'NOT FOR CONSTRUCTION' Southambr Walla, 2 20B-24i -04233 Sheet Title Sheet Title No. Revision Date Job No. Date 12-2-2006 T (206) 522-9510 F (206) 522 -8344 WWW.PACLAND.COM SANITARY SEWER DETAILS C -15.0 Scale IA TS. D09 -237 REV 1 ♦ SUBGRADE ELEVATION PIPE BEDDING RIGID PIPE CONG.) 1.5XI.D. +18 2-0•" AI IN. FLEXIBLE PIPE (CPEP CMP, PVC) PIPE AS SPECIFIED ON PLAN OR SPECS. NOTES: 1, IN PAVED AREAS AND RIGHTS -OF -WAY, BACKFILL WITH %" MINUS CRUSHED ROCK TOP COURSE, COMPACTED IN MAXIMUM 6" LIFTS, TO 90 % MODIFIED PROCTOR PER ASTM D -1557. 2. IN UNPAVED AREAS BACKFILL WITH NATIVE MATERIALS OR GRAVEL AND COMPACT IN MAXIMUM 12" LIFTS TO 90% PER ASTM D-1557. 3. NATIVE BACKFILL MATERIAL AT UNPAVED AREAS SHALL NOT HAVE PARTICLE SIZE GREATER THAN 1" WITHIN 6" OF THE PIPE EXTERIOR. 4 COMPACT PIPE 4" CRUSHED ROCK BEDDING TO 90 % MODIFED PROCTOR PER ASTM D -1557. MOTTO SCALE City of Tukwila TRENCH BEDDING AND BACKFILL SHEET: DS -14A 0 REVISION #1: 08.03 APPROVAL: B. SHELTON NOTE: VORTECHS SYSTEMS INSTALLED IN A BYPASS CONFIGURATION REQUIRE AN UPSTREAM DIVERSION STRUCTURE THAT SHALL BE DETAILED BY THE CONSULTING ENGINEER WITH ELEVATION AND WEIR WIDTH DATA PROVIDED BY CONTECH STORMWATER SOLUTIONS. 7' ALUMINUM SWIRL CHAMBER INLET VARIES, SEE NOTES 8 & 9. INLET PIPE MUST BE A CORNER INLET TO INTRODUCE FLOW TANGENTIALLY TO THE SWIRL CHAMBER. CONCRETE REINFORCED FOR HS20 LOADING SEALANT EXTRUDED BUNA N SEAL 90° NOTES: 1. STORMWATER TREATMENT SYSTEM (SWTS) SHALL HAVE: PEAK TREATMENT CAPACITY: 1.6 CFS SEDIMENT STORAGE: 0.75 CU YD SEDIMENT CHAMBER DIA: 3' MIN 2. SWTS SHALL BE CONTAINED IN ONE RECTANGULAR STRUCTURE 3. SWTS REMOVAL EFFICIENCY SHALL BE DOCUMENTED BASED ON PARTICLE SIZE 4. SWTS SHALL RETAIN FLOATABLES AND TRAPPED SEDIMENT UP TO AND INCLUDING PEAK TREATMENT CAPACITY 5. SWTS INVERTS IN AND OUT ARE TYPICALLY AT THE SAME ELEVATION 6. SWTS SHALL NOT BE COMPROMISED BY EFFECTS OF DOWNSTREAM TAILWATER 1' -10" • • .°- SEALANT BAFFLE WALL TOP AND SIDES SEALED TO VAULT 9 -0" •a• PLANVIEWB - B • " SECTION A - A . • FLOW CONTROL WALL RIM ELEVATIONS TO MATCH FINISHED GRADE • 6" CONCRETE TYP OUTLET VARIES, SEE NOTE 9 RISERS BY OTHERS OUTLET INVERT T " A MINIMUM 6" COMPACTED GRAVEL 7. SWTS SHALL HAVE NO INTERNAL COMPONENTS THAT OBSTRUCT MAINTENANCE ACCESS 8. INLET PIPE MUST BE PERPENDICULAR TO THE STRUCTURE 9. PIPE ORIENTATION MAY VARY; SEE SITE PLAN FOR SIZE AND LOCATION 10. PURCHASER SHALL NOT BE RESPONSIBLE FOR ASSEMBLY OF UNIT 11. MANHOLE FRAMES AND PERFORATED COVERS SUPPLIED WITH SYSTEM, NOT INSTALLED 12. PURCHASER TO PREPARE EXCAVATION AND PROVIDE CRANE FOR OFF - LOADING AND SETTING AT TIME OF DELIVERY 13. VORTECHS SYSTEMS BY CONTECH STORMWATER SOLUTIONS; PORTLAND, OR (800) 548 -4667; SCARBOROUGH, ME (877) 907 -8676; LINTHICUM, MD (866) 740 -3318. PROPRIETARY INFORMATION - NOT TO BE USED FOR CONSTRUCTION PURPOSES This CADD file is for the purpose of specifying stommwater treatment equipment to be fumished by CONTECH Stormwater Solutions and may only be transferred to other documents exactly as provided by CONTECH Stormwater Solutions. Title block information, excluding the CONTECH Stormwater Solutions logo and the Vortechs Stormwater Treatment System designation and patent number, may be deleted If necessary. Revisions to any part of this CADD file without prior coordination with CONTECH Stormwater Solutions shall be considered unauthorized use of proprietary information. w vLITrfwu u &won STORMWATER SOLUTIONSK contechstormwater.com STANDARD DETAIL STORMWATER TREATMENT SYSTEM VORTECHS MODEL 1000 U.S. PATENT No. 5,759,415 DATE: 10 /3/06 I SCALE: NONE 1 FILE NAME: STD1 k 1 DRAWN: JBS I CHECKED: NDG REVIEw,:tj FOR wu ECOMPLIA NCE APDDn�/ n A UI, T . Cityof Tukwila B DIVISION / cIIJD F APn,�,� kb 3 0 2010 Cifyof Tukwila BUILDING DiV1 ,SIGN poi -zap RECEIVED JUN 03 2010 PERMIT CENTER Southcenter WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration Consultants 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 Approvals /Phase: Key Plan: NORDSTROM Sheet Title Sheet Title Westfleki 633 Southcenter Parkway Tukwila, WA., 98188 -2888 206 -246 -0423 NORTHEAST PARKING PERMIT SET PERMIT: 6/2/2010 'NOT FOR CONSTRUCTION' No. Revision Date Job No. Date 12-2-2005 A • ak , • 0 T (206) 522 -9510 F (206) 522-8344 WWW.PACLAND.COM 0C1 0 • DRAINAGE DETAILS C -16.0 Scale NIB D09-237 REV 1 PATH: SAWoshington\TUKWILAWestfielA2Drowings\NORTH MALL EXPANSION\N B OF AVDWGS\WFBAN260D.dwg DATE: 06/02/10 2:00pm : a .. : . - •° BUTYL RUBBER SEALANT WEIR AND 1 11 : B WEIR —._.1. ORIFICE PLATES a III -o r P INLET INVE .1 C 3' -0" TYP 1 3' -0" TYP 3' -0" TYP ♦ SUBGRADE ELEVATION PIPE BEDDING RIGID PIPE CONG.) 1.5XI.D. +18 2-0•" AI IN. FLEXIBLE PIPE (CPEP CMP, PVC) PIPE AS SPECIFIED ON PLAN OR SPECS. NOTES: 1, IN PAVED AREAS AND RIGHTS -OF -WAY, BACKFILL WITH %" MINUS CRUSHED ROCK TOP COURSE, COMPACTED IN MAXIMUM 6" LIFTS, TO 90 % MODIFIED PROCTOR PER ASTM D -1557. 2. IN UNPAVED AREAS BACKFILL WITH NATIVE MATERIALS OR GRAVEL AND COMPACT IN MAXIMUM 12" LIFTS TO 90% PER ASTM D-1557. 3. NATIVE BACKFILL MATERIAL AT UNPAVED AREAS SHALL NOT HAVE PARTICLE SIZE GREATER THAN 1" WITHIN 6" OF THE PIPE EXTERIOR. 4 COMPACT PIPE 4" CRUSHED ROCK BEDDING TO 90 % MODIFED PROCTOR PER ASTM D -1557. MOTTO SCALE City of Tukwila TRENCH BEDDING AND BACKFILL SHEET: DS -14A 0 REVISION #1: 08.03 APPROVAL: B. SHELTON NOTE: VORTECHS SYSTEMS INSTALLED IN A BYPASS CONFIGURATION REQUIRE AN UPSTREAM DIVERSION STRUCTURE THAT SHALL BE DETAILED BY THE CONSULTING ENGINEER WITH ELEVATION AND WEIR WIDTH DATA PROVIDED BY CONTECH STORMWATER SOLUTIONS. 7' ALUMINUM SWIRL CHAMBER INLET VARIES, SEE NOTES 8 & 9. INLET PIPE MUST BE A CORNER INLET TO INTRODUCE FLOW TANGENTIALLY TO THE SWIRL CHAMBER. CONCRETE REINFORCED FOR HS20 LOADING SEALANT EXTRUDED BUNA N SEAL 90° NOTES: 1. STORMWATER TREATMENT SYSTEM (SWTS) SHALL HAVE: PEAK TREATMENT CAPACITY: 1.6 CFS SEDIMENT STORAGE: 0.75 CU YD SEDIMENT CHAMBER DIA: 3' MIN 2. SWTS SHALL BE CONTAINED IN ONE RECTANGULAR STRUCTURE 3. SWTS REMOVAL EFFICIENCY SHALL BE DOCUMENTED BASED ON PARTICLE SIZE 4. SWTS SHALL RETAIN FLOATABLES AND TRAPPED SEDIMENT UP TO AND INCLUDING PEAK TREATMENT CAPACITY 5. SWTS INVERTS IN AND OUT ARE TYPICALLY AT THE SAME ELEVATION 6. SWTS SHALL NOT BE COMPROMISED BY EFFECTS OF DOWNSTREAM TAILWATER 1' -10" • • .°- SEALANT BAFFLE WALL TOP AND SIDES SEALED TO VAULT 9 -0" •a• PLANVIEWB - B • " SECTION A - A . • FLOW CONTROL WALL RIM ELEVATIONS TO MATCH FINISHED GRADE • 6" CONCRETE TYP OUTLET VARIES, SEE NOTE 9 RISERS BY OTHERS OUTLET INVERT T " A MINIMUM 6" COMPACTED GRAVEL 7. SWTS SHALL HAVE NO INTERNAL COMPONENTS THAT OBSTRUCT MAINTENANCE ACCESS 8. INLET PIPE MUST BE PERPENDICULAR TO THE STRUCTURE 9. PIPE ORIENTATION MAY VARY; SEE SITE PLAN FOR SIZE AND LOCATION 10. PURCHASER SHALL NOT BE RESPONSIBLE FOR ASSEMBLY OF UNIT 11. MANHOLE FRAMES AND PERFORATED COVERS SUPPLIED WITH SYSTEM, NOT INSTALLED 12. PURCHASER TO PREPARE EXCAVATION AND PROVIDE CRANE FOR OFF - LOADING AND SETTING AT TIME OF DELIVERY 13. VORTECHS SYSTEMS BY CONTECH STORMWATER SOLUTIONS; PORTLAND, OR (800) 548 -4667; SCARBOROUGH, ME (877) 907 -8676; LINTHICUM, MD (866) 740 -3318. PROPRIETARY INFORMATION - NOT TO BE USED FOR CONSTRUCTION PURPOSES This CADD file is for the purpose of specifying stommwater treatment equipment to be fumished by CONTECH Stormwater Solutions and may only be transferred to other documents exactly as provided by CONTECH Stormwater Solutions. Title block information, excluding the CONTECH Stormwater Solutions logo and the Vortechs Stormwater Treatment System designation and patent number, may be deleted If necessary. Revisions to any part of this CADD file without prior coordination with CONTECH Stormwater Solutions shall be considered unauthorized use of proprietary information. w vLITrfwu u &won STORMWATER SOLUTIONSK contechstormwater.com STANDARD DETAIL STORMWATER TREATMENT SYSTEM VORTECHS MODEL 1000 U.S. PATENT No. 5,759,415 DATE: 10 /3/06 I SCALE: NONE 1 FILE NAME: STD1 k 1 DRAWN: JBS I CHECKED: NDG REVIEw,:tj FOR wu ECOMPLIA NCE APDDn�/ n A UI, T . Cityof Tukwila B DIVISION / cIIJD F APn,�,� kb 3 0 2010 Cifyof Tukwila BUILDING DiV1 ,SIGN poi -zap RECEIVED JUN 03 2010 PERMIT CENTER Southcenter WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration Consultants 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 Approvals /Phase: Key Plan: NORDSTROM Sheet Title Sheet Title Westfleki 633 Southcenter Parkway Tukwila, WA., 98188 -2888 206 -246 -0423 NORTHEAST PARKING PERMIT SET PERMIT: 6/2/2010 'NOT FOR CONSTRUCTION' No. Revision Date Job No. Date 12-2-2005 A • ak , • 0 T (206) 522 -9510 F (206) 522-8344 WWW.PACLAND.COM 0C1 0 • DRAINAGE DETAILS C -16.0 Scale NIB D09-237 REV 1 PATH: SAWoshington\TUKWILAWestfielA2Drowings\NORTH MALL EXPANSION\N B OF AVDWGS\WFBAN260D.dwg DATE: 06/02/10 2:00pm E 11.25° AREA (SF) r r CV `d' co W 1 a L £4 94 64 N 0£ g 2 2 2 (al) x109 d8Z' 3 29 99'68£'1 1 6ti'OLt+`Z 54'099'£ 1.9'999`9 56'599'! 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L9"ZOZ'06 L9"l9£'444 6t117L'b£4 59"09£'094 19"99Z'94Z ZS'£96'05Z Br l 48'09£ 193 Z9'Ztib' 117 (j4) 0V H 9'LiS 9'119 9 "119 9 - LiS '1.1.9 9"1.1.9 S'Li5 9'2.1.9 9 "1LS 118 9 "1LS 9 "1191 S'LLS 9 'LL9 9 "119 S'LLS PRESSURE (PSI) OS Z 09Z 09Z 09Z 1 1/4 09Z 0SZ 09Z 09Z OSZ 092 09Z OSZ OSZ 09Z OSZ .14 OS 1/3aW Saw LZL90'0 9£961'0 LO6t£'0 Z17SV9' Ob99L'0 20690' LZ96£' 4 54191' 2.18167 Z86£9'Z 091,4'£ 1.0912'17 81906'17 09990'1 I 94429'8 0b990'Z1 via RZIS 3aw I 04 Z 1 ,1 l 94 I 94 J bZ 9Z I 217 9b I VERTICAL BLOCKING FOR 11 1/4° - 22 1/2° - 30° BENDS PIPE SIZE V.B. CU. FT. A D L (YIOF @s) 4DEGNEEN rail 414CHE5) VEErI A 11 1/ 8 2.0 3HI 1.5 221/2 11 2.2 2.0 17.25" 30 17 2.6 Dimension 3 - Riser Height 12".15',18', 6 11 114 11 2.2 3/4 2.0 27" 221/2 25 2.9 2' 30 41 3.5 71 39 8 11 1/4 16 2.5 3/4 2.0 13 22112 47 3.6 31 15 22" 30 70 4.1 3/4 2.5 10 -12 111/4 32 3.2 3/4 2.0 118 221/2 88 4.5 718 3.0 69 30 132 5.1 195 100 16 11114 70 41 7/8 3.0 48" 22112 184 6.7 1 1/8 4.0 30 275 6.5 1 1/4 18 -20 11114 91 4.5 7/8 3.0 221/2 225 6.1 11/4 4.0 30 330 6.9 13/8 4.5 24 11 1/4 128 5.0 1 3.5 221 /2 320 6.6 1 3/8 4.5 30 480 7.9 15/8 5.5 VERTICAL BLOCKING FOR 45° BENDS 4 45 30 r Q —• CO CNI •' th d u7 P.: aCi tsi 3/4 2.0 6 68 8 123 12 232 3/4 2.5 16 478 1 1/8 4.0 20 560 1 1/4 24 820 13/8 4.5 METER SIDE 1-112" 2" Dimension A' 1325" 17.25" Dimension 3 - Riser Height 12".15',18', 21 ", 24 ", 27' 12",15 ",18", 21 ", 24 ", 27" Dimension C - Nominal pipe size of inlet and outlet 1- 112" 2' 16" 71 39 20 10 18" 90 49 26 13 20" 111 60 31 15 22" 135 73 37 19 24" 160 87 44 22 28" 218 118 60 30" 261 136 69 35 36'' 361 195 100 50 42" 491 266 135 68 48" 641 347 177 89 METER SIDE 1-112" 2" Dimension A' 1325" 17.25" Dimension 3 - Riser Height 12".15',18', 21 ", 24 ", 27' 12",15 ",18", 21 ", 24 ", 27" Dimension C - Nominal pipe size of inlet and outlet 1- 112" 2' Dimension D* 21.50" 26.63" • CAPPED CROSS THRUST BLOCKING SIZE ID 1. BEARING AREA OF CONCRETE THRUST-BLOCK D ON 250 PSI PRESSURE AND SAFE SOIL BEARING LOAD OF 1000 POUNDS PER SQUARE FOOT_ 2. ADJUST BEARING AREA HER PIPE SIZES, PRESSURES, AND SOIL CONDITIONS. 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE ANE/ HAVE A MINIMUM AREA OF114 SQUARE 3TBEARIN THE 4. CONTRACTOR OR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATION PRESSURE UNDER ALL CONDITIONS OF SERVICE. 5. HEIGHT OF THRUST BLOCK MUST BE EQUAL TO OR LESS THAN 112 THE DEPTH FROM THE GROUND SURFACE TO THE BLOCK'S BASE, 6. USE GALVANIZED OR ASPHALT- COATED SHEEL. THREADED RODS AND PIPE CLAMPS. 7. REFER TO CHAPTER 7 OF THESE STANDARDS. .ES- TAMED J. PLUS A TEE W/ PLUG TEE W/O PLUG 45° BEND 11 -114" BEND 22 -117 BEND NOT TO SCALE s City of Tukwila APPROVAL: BLOCKING (HORIZONTA CONCRETE WS -12A 1 OF 2 08.03 1 B. SHELTON SHEET: REVFSIGN 41: C A NOTES: 1. COMPOUND METER SUPPLIED AND SET BY THE CITY. 2" SINGLE REGISTER METER REQUIRES PRE APPROVAL. 2. METER BOX SUPPLIED BY PERMITEE. 3. METER SETTER TO BE APPROVED BY THE CITY INSPECTOR PRIOR TO BACKFILL 4. REFER TO CHAPTER 7 OF THE STANDARDS. *CONTACT PUBLIC WORKS OPERATIONS FOR PREFERRED SPACING. ♦ NOT To SCALE City of Tukwila METER STET: WS-02 1-1/2" AND 2" SETTER MESON WN SI: 08.03 1 LAST REIVIMON: ORa, APPROVAL: B. SHELTON NOT TO SCALE ♦ City of Tukwila BLOCKING CONCRETE SHEET: WS -12A 2 OF 2 REVISION #1: 08.03 APPROVAL: B. SHELTON w e ■_, ,.uric I I ;1 I • I III IA; Il Bx.1 G G FINISH GRADE 24" MIN. 12" 36" MIN. SEE WS-02 PAINTED HIGH TENSILE D. I. SERVICE SADDLE WITH DOUBLE STRAP, AWWA I.P. THREAD TAP, ROMAC 2025 OR EQUAL SIZE AS REQUIRED. g) CORPORATION STOP. AWWA I. P. INLET BY MALE IRON PIPE THREAD OUTLET, MUELLER BALL NO. B-2969 OR EQUAL AS NEEDED. C© COUPLING MALE IRON PIPE THREAD BY MUELLER 110 FITTING, MUELLER NO. H- 15451 OR EQUAL. COPPER TUBING. TYPE K OR HIGH MOLECULAR DENSITY POLYETHYLENE. 0 TRACING TAPE FOR POLYETHYLENE PIPE. NOTES: 1. SERVICE LINE SHALL BE PERPENDICULAR TO THE WATERMAIN UNLESS OTHERWISE APPROVED 13Y THE ENGINEER. 2. BYPASS WILL BE LOCKED OFF BY CONSTRUCTION INSPECTOR WHEN METER SPREADER IS INSTALLED. 3. METER WILL BE SUPPLIED AND INSTALLED BY THE CITY OF TUKWILA. 4. SETTER SHALL BE POSITIONED TO CENTER RIGID SPREADER UNDER INSPECTION LID AND PROVIDE ADEQUATE CLEARANCE BETWEEN BYPASS AND BOX WALL FOR OPERATING AND LOCKING BYPASS VALVE. NOT TO SCALE SERVICE 1 -112" & 2" DOMESTIC SHEET: REVISION 41: 08.03 GALVANIZED OR ASPHALT COATED STEEL THREADED RODS AND PIPE CLAMPS A UND�TURBED . EARTH VERTICAL BLOCKING FOR 11 114 °. 221/2, 30 ", 45', AND 90" BENDS NOT TO SCALE 4. City of Tukwila BLOCKING (VERTICAL) MEET: WS-12B CONCRETE REVISION 41: 08.03 APPROVAL: B. SHELTON COMPACTED FOUNDATION GRAVEL UNDER VAULT PLAN VIEW END VIEW WITHIN Mt OF HYDRANT NOTES: 12' MIN. SIDE VIEW 70 BOLDING ----+ 1. DESIGN FOR 4" THRU 10" DDCV. aq� z3 NOT TO SCALE City of Tukwila CROSS CONNECTION CONTROL DETECTOR DOUBLE CHECK VALVE & VAU WS-15 1 OF 2 REVISION 41: 08.03 APPROVAL: B. SHELTON RPBA = WILKINS 975XLSE ENCLOSURE = HOT BOX MODEL Ez1 (RECOMMENDED) 4" MIN CONCRETE PAD PER MANUFACTURE FINISHED CONNECT TO WATER METER IMMEDIATELY ADJACENT TO RPBA FLOW (RECOMMENDED) (SIDE VIEW) ( RECOMMENDED) 120V ELECTRICAL OUTLET FOR CENTER BACKFLOW ENCLOSURE 'HOT HEAT TAPE. INSTALL HEAT TAPE PREVENTER IN BOX" OR EQUAL FOR FREEZE PROTECTION OSURE 3 MIN. (RECOMMENDED) TYPE K COPPER, BRASS, OR APPROVED EQUAL RPBA N.T.S. UNIONS RECOMMENDED DRAIN 2" 2 DIRECT BURIAL OR IN RIGID CONDUIT, PER ELECTRICAL PERMIT REQUIREMENTS bbE4wEb M p 1 fAN AUG 3 0 2010 RI City of Tukwila IMP rullookN NOTES 1. PROVIDE CITY APPROVED SUPPORT FOR ASSEMBUES LARGER THAN 2" DIAMETER. 2. OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE RPBA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE ASSEMBLY MUST BE PROTECTED FROM FREEZING, OTHER SEVERE WEATHER AND ACCIDENTAL DAMAGE. 4. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL 6 -8. 5. UPON INSTALLATION BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER, AND MUST BE TESTED ANNUALLY THEREAFTER. 6. RPBA MUST BE TESTED IF MOVED OR REPAIRED. FINISH El GRADE\ 4. MATERIAL LISTING: 1. 314" SHACKLE RODS WITH STAR BOLTS AND ASPHALT EMULSION COATING. 2. 4" MIN. D.I. CLASS 52 PIPE. 3. PRECAST CONCRETE VAULT WITH HINGED STEEL PLATE COWER, DIMENSION TO VARY WITH SIZE OF ASSEMBLY. 4. O.S.H.A. APPROVED LADDER IF OVER 30" DEEP. 5. PIPE SUPPORT STAND UNDER EACH CHECK VALVE B. COPPER OR BRONZE BYPASS WITH AN APPROVED DCVA AND 314" WATER METER. 7. APPROVED DCVA IN MAIN LINE WITH TWO RESILIENT SEATED SHUTOFF VALVES AND TEST COCKS. 8. 10", 8", 8' OR 4 COUPUNG ADAPTER, FL 9. 10 ", 8". 8" OR 4 FL*PE D.I. CLAMPS 52 PIPE LENGTH TO FIT. 10. GROUT INTERIOR AND EXTERIOR ALL AROUND PIPE USING NON-SHRINK GROUT. 11. 10", r, 8" OR 4" GATE VALVE FL'MJ WITH POST INDICATOR VALVE. 12. FLANGE TEE ASSEMBLY SIZED ACCORDINGLY. 13. FLANGED 90° BEND. 14. 4" OR 8" D.I. CLASS 52 PIPE FL"FL. 15. 4" OR r 90° BEND FL 16. 4" DR 6" D.I. CLASS 52 PIPE, FL"FL. 17. 6" 90° BEND, FL. 18. UL LISTED 5" STORTZ CONNECTION WITH 30° OR 45 ELBOW. 19. 6" D.I. CLASS 52 PIPE LENGTH AS REQUIRED FLANGE "THREADED P.E. 20. 5° 90° BEM FL 21. SWING TYPE GRAVITY OPERATED CHECK VALVE WITH BALL DRIP VALVE TO BE INSTALLED HORIZONTALLY. DETECTOR DOUBLE CHECK AND VAULT ASSEMBLY GENERAL NOTES: 1. BACKFLOW PREVENTORS SHALL BE APPROVED BY DEPARTMENT OF HEALTH. 2. SUE VAULT BASED ON StZE OF APPARATUS AND MEETING MINIMUM CLEARANCES. & A SEPARATE DETAIL PLAN FOR VAULT INSTALLATION AND SPRINKLER UNE MUST BE SUBMITTED AND APPROVED BY THE FIRE MARSHALL. PRIOR TO INSTALLATION. 4. MINIMUM APPARATUS SIZE SHALL BE 4'. 6. VAULT SHALL BE SEALED TO PREVENT WATER LEAKAGE. 6. LADDERS SHALL BE REQUIRED WHEN DEPTH FROM TOP OF UD TO FLOOR OF VAULT EXCELS 30'. INSTALLATION OF ALL LADDERS SHALL BE IN COQ TO O.B.H.A. 7. LOCATE VAULT IN PLANTING AREA AND NOT IN PAVING AREA, UNLESS APPROVED BY THE ENGINEER. 8. FITTINGS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS OF ANSUAWWA C110/A21.10 AND CEMENT UNED (SEE APWA & AWWA). 9. PIPE SHALL BE DUCTLE IRON MEETING ANSI A21.51, CL52 & CEMENT LINED. 10. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES AT THE TIME OF INSTALLATION. AFTER COMPLETE INSTALLATION INSTALL PERMANENT PIPE SUPPORT STAND. 11 PROVIDE BALL DRIP VALVES ON F D C CHECK VALVE ASSEMBLY OR AT BOTTOM OF F D C RISER. 12. FIRE DEPARTMENT CONNECTION TO BE PROVIDED WITH ONE (1) 5° STORM CONNECTIONS AND TWO 30° OR 45° ELBOWS. 13. ALL UNDERGROUND PIPINGS TO BE INSPECTED, FLUSHED, AND PRESSURE TESTED IN THE PRESENCE OF AN INSPECTOR PRIOR TO COVER AND CONNECTION TO THE OVERHEAD SYSTEM. 14. UPON INSTALLATION, BACKFLOW PREVENTION ASSEMBLIES ARE TO BE TESTED BYA CERTIFIED TESTER AND ALL TEST -COCKS ARE TO BE PLUGGED AFTER THE TEST. THEREAFTER, ANNUAL TESTS SHALL BE PERFORMED AT OWNER'S EXPENSE, AND COPES OF TEST RESULTS SHALL BE PROVIDED. 15. CONCRETE VAULT SHALL HAVE ONE 4' X 4` OR TWO 3' X 3' STEEL HINGED DOORS. 18. BACKFLOW PREVENTION VALVES AND POST OR WALL INDICATING VALVES SHALL BE PROVIDED WITH UL CENTRAL STATION TAMPER SUPERVISION. MOTTO SCALE City of Tukwila CROSS CONNECTION CONTROL DETECTOR POUNLE CHECK VALVE AND VAULT SESIT: WS-15 2 OF 2 WINCE 01: 08.03 1 LAST REVISION: 08.04 APPROVAL B. SHELTON South cen ter WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration Consultants 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 Approvals /Phase: NORTHEAST PARKING PERMIT SET PERMIT: 6/2/2010 'NOT FOR CONSTRUCTION' No. Revision Date Sheet Title WATER DETAILS Job No. Date Sheet Title 633 Southosntar 711tw1>al,ab RECEIVED JUN 03 2010 PERMITCENTER. C -17.0 T (206) 522 -9510 F (206) 522 -8344 www.PACLAND.coM Scale N.T. D09 -237 REV 1 06/02/10 11: 40om 36" MINIMUM an N 1 PAVEMENT NOTES 1. MATERIAL THICKNESS IS COMPACTED DEPTH. APPLIES TO ALL SECTIONS. 2. SUITABLE ONSITE SOILS SHALL BE FREE OF DELETERIOUS MATERIALS AND MAY BE USED FOR SUBBASE PROVIDED SOILS MEET REQUIREMENTS IN THE PROJECTS SPECIFICATIONS. 3. FOR PREPARATION OF PAVEMENT SUBGRADE, FILL PLACED WITHIN 12 INCHES OF FINISHED SUBGRADE ELEVATION IN FILL AREAS AND AT LEAST THE UPPER 8 INCHES OF SUBGRADE IN ALL AREAS TO BE PAVED SHOULD BE COMPACTED TO AT LEAST 98% OF THE MATERIAL'S MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM D -698). FILL PLACED BELOW THIS LEVEL SHOULD BE COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY. 4. AFTER PROOFROLLING WITH A LOADED TANDEM AXLE DUMP TRUCK AND REPAIRING DEEP SUBGRADE DEFICIENCIES, THE ENTIRE SUBGRADE SHOULD BE SCARIFIED TO A DEPTH OF 8 INCHES AND UNIFORMLY COMPACTED TO AT LEAST 98% OF STANDARD PROCTOR. 5. CRUSHED BASE COURSE MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 9- 03.0(3) OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 0 0 00 0 0 0 ?'8 ° 0 0 0 ° 0 0 0 0 oO o SAWCUT WHERE NEEDED. THROUGH JOINT ALL AROUND WHERE PAVED. SCORE LINE (TYP.) SAWCUT (TYP.) THROUGH JOINT (TYP.) CURB LIMITS OF TEXTURED SURFACE. IMPRINT WITH 3/4" 9 -11 FLATTENED EXPANDED METAL MESH. _ 0 o0 a 0 0 o 0 0 0 0 0 �O 0 d o O o 00 0. . o. . 4 COMPACTED SUITABLE NA11VE MATERIAL OR STRUCTURAL FILL. UNSUITABLE NA11VE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS TO ACHIEVE 95% OF MAXIMUM DRY DENSITY (ASTM D1557). 1:12 MAX. SLOPE CRUSHED BASE COURSE ( WSDOT STD SPEC 9 -03.9 (3)) STANDARD DUTY x � PAVEMENT 12 RAMP TEXTURE DETAIL 5' -0" TYPICAL 1:12 5' -0" MIN 040,00 4 4000 4 00000 ►4444 0 00 ,1 4 / 4 0 4 0 4 0 4.4.1.1.1 0 7 o 0 0 cv 0 0 0 'i0 MAX. SLOPE 1 ASPHALT CONCRETE SURFACING (GRADE 'B' - WSDOT SECTION 5 -04.2) COMPACTED GRANULAR FILL CONFORMING TO WSDOT GRAVEL BORROW (SECTION 9.03.14(1)) - 2" MAX. (.) 12:1 MAX. SLOPE (TYP.) 12 1 4 RAMP TEXTURE, TYP. SECTION (SEE DETAIL & NOTE 1) NOTE: MATERIAL THICKNESS IS COMPACTED DEPTH. APPLIES TO ALL SECTIONS 3/8" EXPANSION JOINT i DETECTABLE WARNING PER ICC /ANSI A117.1 -2003, SECTIONS 406.13 AND 705 0 1/2" DETECTABLE WARNING PER ICC /ANSI A117.1 -2003, SECTIONS 406.13 AND 705 CURB RAMP DETAIL NTS 6. ASPHALTIC SURFACE COURSE MIXTURES SHALL BE IN ACCORDANCE WITH SECTION 9 -02, GRADE B OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THE MIXTURE SHALL HAVE A MINIMUM MARSHALL STABILITY OF 1,000 POUNDS, AND THE SURFACE COURSE SHOULD BE COMPACTED TO A MINIMUM OF 97% MARSHALL DENSITY (ASTM SPECIFICATION D 1559). 7. THE PORTLAND CEMENT CONCRETE PAVEMENT MIXTURE SHALL BE IN ACCORDANCE WITH AIR - ENTRAINED CONCRETE FOR PAVEMENT SECTIONS 501, 551, AND 701 OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THE MIXTURE SHALL BE DESIGNED TO DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS WITH A 4 INCH MAXIMUM SLUMP AND 5 TO 7% ENTRAINED AIR. 8. CONTRACTOR SHALL PROVIDE A PRIME COAT AND TACK COAT TO FACE OF CURB WHERE CURB CONTACTS ASPHALT. 9. PAVEMENT SECTIONS PER SHANNON WILSON RECOMMENDATION VIA EMAIL DATED APRIL 18, 2006. Q PORTLAND CEMENT CONC. (4000 PSI COMPRESSIVE STRENGTH PER WSDOT STANDARD SECTIONS 5.05) CRUSHED BASE COURSE (WSDOT STD SPEC 9- 03.9(3)) NOTE: SEE ARCH. PLANS FOR SIDEWALK ADJACENT TO BUILDING w NOTES: TYPICAL SECTION CONCRETE SIDEWALK NTS RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN AS SHOWN. THE LONG AXIS OF THE DIAMOND PATTERN SHALL BE PERPENDICULAR TO THE CURB. GROOVES SHALL BE 1/8" DEEP AND 1/4" WIDE. 2. CURB RAMPS SHALL BE POURED AS A SEPARATE UNIT FROM THE SIDEWALK, ISOLATED BY EXPANSION JOINT MATERIAL ON ALL SIDES EXCEPT AT END OF RAMP NEXT TO THE ROADWAY. 1. 3. INLETS SHALL BE LOCATED SO THAT RUNOFF DOES NOT FLOW PAST THE CURB RAMP. 4. CHANGES IN LEVEL UP TO 1/4" MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL BETWEEN 1/4" & 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. • COMPACTED SUITABLE NA11VE MATERIAL OR STRUCTURAL FILL. UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS TO ACHIEVE 95% OF MAXIMUM DRY DENSITY (ASTM D1557). REVIEWED FOR CODE COMPLIANCE APPRnVFP AUb 30 2Uiu City of Tukwila BUILDING nn/moo "REVERSE" SLOPE PER PLAN GUTTER SHALL HAVE "REVERSE" SLOPE WHERE PAVEMENT GRADE SLOPES AWAY FROM CURB, AS SHOWN ON SHEETS C -12.1 ELASTOMERIC SELF - LEVELING SEALANT AT PAVEMENT /CURB TRANSITION. SUB -GRADE PER SOILS REPORT C ■ o 0 ^ 0 L. ° n U ° 0 0 0 0 0 0 0 0 0°0 ° o )° ° o °o ° o °o ° o °o ° o °o ° o 0 0 0 0 n° ° O o 0 ° o ° ° CURB FACE OF BACK OF CURB 1' -6" PRIVATE ON -SITE CONCRETE CURB AND GUTTER SECTION NTS 1 "R ASPHALT PAVING BASE COURSE WITH PRIME COAT (PER PAVEMENT 4o o 0" °° 4 SECTION) 0 0 °° 0 ° 0 o o ° o 0 ° 0 O ° NOTES: 1. EXPANSION JOINT: PLACE AT ENDS OF ALL RADII, 5' ON EACH SIDE OF DRAINAGE STRUCTURES, AND AT 45' MAX. INTERVALS IN CURB. PROVIDE #6 x 18" LONG SMOOTH STEEL DOWEL BARS WITH 1 "0 GREASE CAP THROUGH EXPANSION JOINTS. (I" THICK BITUMINOUS FILLER MATERIAL). 2. CONTRACTION JOINT: PROVIDE 2" DEEP x Y4" WIDE CONTRACTION JOINTS AT 15' INTERVALS. LANDSCAPING 6 1/2" 0 0 o O G °° o PRIVATE ON -SITE STRAIGHT CONCRETE CURB NTS r rn N.T.S. 9 3� 0 3. PROVIDE 2 #6 x 2' -6" LONG 11E BARS TO CONNECT EXISTING AND NEW CURB. 4. REMOVE FORMS AS EARLY AS POSSIBLE. BRUSH TOP AND FACE OF CURBS TO REMOVE ALL IMPERFECTIONS. TYPICAL OF ALL FORM WORK. ALL RADII SHALL BE TRUE ARCS. LIGHT BROOM FINISH ON ALL EXTERIOR CONCRETE. CONCRETE GUTTER CURB SCUPPER DETAIL 2:1 MAX. SLOPE MINIMUM 6" BASE COURSE WITH PRIME COAT - *8" AT HEAVY - DUTY SECTION RECEIVED JUN 03 2010 PERMIT CENTER THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. Consultants 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 Approvals /Phase: NORTHEAST PARKING PERMIT SET PERMIT: 6/2/2010 'NOT FOR CONSTRUCTION' South cen ter WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4468 No. Revision Date Sheet Title Job No. Sheet Titl 633 Southcenter Parkway Tukwila, WA., 98188 -2888 206- 248 -0423 PAVING DETAILS 18.0 T (206) 522-9510 F (206) 522 -8344 wwW.PACLAND.COM Date Scale D09 -237 REV 1 iz LOCATE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY "VAN" LETTERING ACCESSIBLE PARKING SYMBOL N.T.S. WHITE LEGEND RED BACKGROUND R1 -1 "STOP" SIGN N.T.S. TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES ", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. � 12" NO PARKING LANE RED LEGEND ON WHITE BACKGROUND "NO PARKING — FIRE LANE" SIGN N.T.S. SIGN DETAILS NTS 0 ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF NOTE: ALL TRAFFIC FLOW ARROWS TO BE REFLECTIVE YELLOW PAINT PER SPECS. TRAFFIC FLOW ARROW PC CONCRETE MOUNT SIGN HERE "U"— CHANNEL POST (2 LBS. /FT.) WHEN SIGN IS IN PAVED AREAS, USE 4" PIPE BOLLARD FILLED W/ CONCRETE AND PAINTED TRAFFIC YELLOW - SLOPE TOP OF CONCRETE GROUND SURFACE RIGHT TURN n i3 ' STANDARD SIGN BASE 5 0 1- 1' -6" EDGE OF PAVEMENT OR FACE OF CURB THIS SIGN TYPICAL AT ALL ACCESSIBLE PARKING SPACES THIS SIGN TYPICAL AT ALL VAN ACCESSIBLE PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW "U "— CHANNEL POST (2— LBS. /FT.) 4" PIPE BOLLARD PAINTED TRAFFIC YELLOW, FILLED W/ CONCRETE. SLOPE TOP OF CONCRETE GROUND/PAVIN y SURFACE NOTE: 1. WORDS AND ARROWS FOR DRIVEWAYS SHALL BE APPLIED ACCORDING TO REQUIREMENTS AS OUTLINED IN SECTION 3B OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS 2. THESE WORDS AND BAR ARE TO BE PAINTED REFLECTIVE WHITE. NTS SEE PLAN 3500 P.S.I P.C. CONCRETE A . ON SITE STOP BAR 1' -6" ACCESSIBLE PARKING SIGN BASE Do i - z37 CODE COMPLIANCE FOR.- 4 PD��1V CE AL J 30 20 14 City of Tukwila BUILDINs nI %licinni RECEIVED JUN 03 2010 PERMIT CENTER Sou th cen ter Registration N Consultants 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 Approvals /Phase: Key Plan: D NORDSIROM Sheet Title Job No. Sheet Title 633 Southcenter Parkway Tukwila, WA., 98188 -2888 206 -246 -0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025 -1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECTS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT 0 T (206) 522-9510 F (206) 522 -8344 WWW.PACLAND.COM NORTHEAST PARKING PERMIT SET PERMIT: 6/2/2010 'NOT FOR CONSTRUCTION' II --- iuIiii c 4 �11■�iiI := 0 0 0 0 COO 0 L No. Revision Date PAVEMENT MARKING AND SIGNAGE DETAILS C Date Scale 18.1 D09 -237 REV 1