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HomeMy WebLinkAboutPermit D07-120 - FOSTER RIDGE - RETENTION VAULTRIVERTON LANE RETENTION VAULT S 139 ST&46AVS D07 -120 Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Phone: Address: Phone: Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 3229200090 Cityf 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 FOSTER RIDGE RETENTION VAULT S 139 ST& 46AVS,TUKWILAWA PEDERSEN RICHARD S +DONNA M P O BOX 1518 , MARYSVILLE WA 98270 Contact Person: Name: DONNA PEDERSEN PO BOX 1518 , MARYSVILLE WA 98270 360 659 -7778 Contractor: Name: REHABITAT NORTHWEST INC Address: 5639 16TH AVE SW , SEATTLE WA 98106 Phone: (206)255 -3474 Contractor License No: REHABNI973KZ DEVELOPMENT PERMIT * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Expiration Date: 05/09/2007 DESCRIPTION OF WORK: CONSTRUCT CONCRETE RETENTION VAULT (UNDER GROUND) FOR STORM WATER DETENTION SYSTEM TO SERVE FOSTER RIDGE 6 LOT PLAT. (REFERENCE EXPIRED PERMIT D05 -341 AND D06 -099) $0.00 Fees Collected: International Building Code Edition: Occupancy per IBC: D07 -120 04/20/2007 10/17 /2007 $294.50 2003 0026 D07 -120 Printed: 04 -20 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City aTukwila 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 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non- Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Signature: Print Name: C)e- doe: IBC -10/06 Permit Number: D07 -120 Issue Date: 04/20/2007 Permit Expires On: 10/17 /2007 Date: 44D-cei I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Date: 4-% I. - This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D07 -120 Printed: 04 -20 -2007 doc: Cond -10/06 Parcel No.: 3229200090 Address: Suite No: Tenant: FOSTER RIDGE RETENTION VAULT 1: ** *BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila 11: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D07 -120 Status: ISSUED Applied Date: 03/30/2007 Issue Date: 04/20/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be required. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 12: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 13: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 14: From October 1 through April 30, cover any slopes and stockpiles that are 3H: IV 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 D07 -120 Printed: 04 -20 -2007 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 period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 15: 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. 16: 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. 17: Any material spilled onto any street shall be cleaned up immediately. 18: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of the Public Works each night around the work zone (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 19: Clean and remove debris from City catch basin in and around hauling routes. Provide adequate temporary access as not to interfere with other vehicle movement or cause trucks to travel over curbs. All vehicles must make a complete stop prior to entering public right -of -way. 20: The developer and his contractor shall follow all the conditions and recommendations of Associated Earth Sciences, Inc. Geotechnical Reports dated February 13, 1997, revised November 13, 1998 and September 8, 2005 review letter of Foster Ridge Detentions Vault Plans. doc: Cond -10/06 * *continued on next page ** D07 -120 Printed: 04 -20 -2007 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: .0. Date: ( 7 Print Name: ••c.- )Q s doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us D07 -120 Printed: 04 -20 -2007 I it WI I Lilt Vrit Community Developmer apartment Public Works Departmeni� Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www. ci. tukwila. wa. us 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 Address: S 4 -1(i 1N Tenant Name: AX4 Property Owners Name: /2 S e gii4 3eii Op/f O® S r Mailing Address: P0. /gc /s/ a Q !, ,City CONTACT PERSON - who do we contact "when your permit is ready to be issued Name: 0O/7/74 �-I!t et t E -Mail Address: 0a///e4 4 y3-k Contact Person: E -Mail Address: Contractor Registration Number: Contact Person: E -Mail Address: Building Permit Mechanical Plumbing7Gas Permit No Public Works PermitNo Project No ' King Co Assessor's Tax No.: �2.90?O- -O■05 eg Suite Number: Floor: New Tenant: ❑ .... Yes ❑ ..No State Zip Day Telephone: 777 Mailing Address: 49. & /.577 / / /Q/ SY /zk asz- State Zip City Fax Number: .31er —. 407 GENERAL CONTRACTOR INFORMATION -' (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg Company Name: Mailing Address: City Day Telephone: Fax Number: Expiration Date: State ARCHITECT OF RECORD All plans -must be wet stamped by Architect of Recor Company Name: Mailing Address: City Day Telephone: Fax Number: State Zip Zip ENGINEER OF RECORD — All plans must be wet stamped by .Engineer ofRecor Company Name: Aler i itobr ' e Mailing Address: / 4 /l'/QI ei //�� City State Zip Contact Person: t� t k. PillIA / Y'� @ ,l #��e'ke4� (1;95) , - Day Telephone: 12 - 7 — 01,01Z E -Mail Address: J Fax Number: Cgj5) 82. X513 Q:WpplicationsWonm- Applications On Line3-2006 - Permit Application.doc Revised: 9-2006 Page 1 of 6 bh Valuation of Project (contractor's bid pr ) $ Existing ',ding Valuation: $ Scope of Work (please provide detailed information): () 11 -YVI (,- 1' till O lJ hf1 P&VG WVI;VIA v)floc t, wi A f (ov(. C C Cret-tAreNIC A real ??, vitytik POE — 21-4 Po(' Will there be new rack storage? ❑.... Yes roy de All Budding Areas t Square Footage Belo Addition to Existing 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 ❑ No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " 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. Q:\Applications\Forns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh 0.. No If yes, a separate permit and plan submittal will be required. Page 2 of 6 I � r urcuilL, VV'J1%I 7 r.l�ii(lvu1 1PI r 'JIUVJA 11V1' -. LUO-433 Scope of Work (please provide detailed mformation): Water District ❑ ...Tukwila 0... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate Please refer to Public Works Bulletin #1 for fees and estimate sheet. 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ... Construction /Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut cubic yards ❑ .. Work in Flood Zone ❑ ...Total Fill cubic yards ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑... ValVue 0... Sewer Availability Provided ❑ ...Permanent Water Meter Size... 2, WO # ❑ ...Temporary Water Meter Size.. " WO # ❑ ...Water Only Meter Size 29 WO # ❑ ...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 ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip Q:Wpplications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Call before you Dig: 1- 800 -424 -5555 ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Highline ❑ ...Renton ❑ .. Renton ❑ ...Seattle ❑ .. Right -of -way Use - Profit for less than 72. hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size Page 3 of 6 Unit Type: Qty ' .Unit .Type Qty, 1Tnit Type: ;' Qty „ Boiler /Compressor. ' Furnace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Fumace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind MECHANICAL CONTRACTOR INFilowMATION Company Name: Mailing Address: City Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Mechanical work (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas ....❑ Other: Indicate type of mechanical work being installed and the quantity below: QA Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh State Zip Page 4 of 6 Fixture Type: Qty Fixture Type: Fixture Type : , ;Qty : Fixture Type: .... qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas 1 LV1�W1ii AL Nix %NAL 111 I.L %J,l L` 1\1Y111 11 JI%iYll'111V1\ — lrU1"'Y.71 .7U / PLUMBING AND GAS PIPING CONtiACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:Wppliations\Fonns- Applications On Line'3 -2006 - Permit Application.doc Revised: 9-2006 bh Page 5 of 6 BUILDING Signature: Date Application. Accepted: NATION NOTES . NER O lAUTHO Print Name: /2'RP C5T �J� Mailing Address: ©. & 4C /S7 Q:\Applications\Forms - Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh ED AGENT: icable to emits > n thi pnl�catio 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. 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 PERMIT. Date: v ! 36' ".("c' Day Telephone: . — ('5 9 !fit /37,egr k 1i4 p ro ity State Zip Date Application Expires: Staff Initials: Page 6 of 6 Parcel No.: 3229200090 Permit Number: D07 -120 Address: Status: PENDING Suite No: Applied Date: 03/30/2007 Applicant: RIVERTON LANE RETENTION VAULT Issue Date: Receipt No.: R07 -00468 Initials: JEM User ID: 1165 Payee: RICHARD S. PEDERSON 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 TRANSACTION LIST: Type Method Description Amount Payment Check 9946 294.50 ACCOUNT ITEM LIST: Description BUILDING INVESTIGATION STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.800 290.00 000/386.904 4.50 Total: $294.50 Payment Amount: $294.50 Payment Date: 03/30/2007 11:38 AM Balance: $0.00 doc: Receiot -06 Printed: 03 -30 -2007 Project: Fos , / Pk- leekit ,'— / pI go Vene4 - Type of Inspection: ,, \J 700 T' / / Address: s13? `/ y‘ kr. Date Called: Special Instructions: Date Wanted: a.m. 7- 02 G Requester: Phone No: 97-s --gG /- � INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 .If (206)431 -3 COMMENTS: ■ DX, - a , 'Receipt No.: 'Date: Approved per applicable codes. ❑ Corrections required prior to approval. $58.01 'Rl= INSPECTIOf f FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Project: Type of Inspection: 1 Addres Date Called: * / � (/ Special Instructions: SD , 041/4-3C Date Wanted: t �/ a.m. p.m. Requester. ) 446 Phone No: SD INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 7h-/ 7 /171 btie/\\ I go) -r(4/ Inspector: CS k) Date: 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: Type of Inspection: Address: t Xl • / er JS Date Called: Special Instructions: Date Wante4;" //r'2€ r 2 m. Requester: n Phone No: rfspec p INSPECTION NO. COMMENTS: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 f-?-7if /i7 7%- is /— 4rFi) Re eipt No.: (Date: (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. 0 REINSPECTION E RE UIRED. Prior to inspection, fee must be d at 6300 Southcenter BlydSuite 100. Call the schedule reinspection. Project: r\ , 1 ( Nr -- ZicS,cr' KO k Type of Inspeftion: cNY\ ko&->viltt (-I \-- AA ( Address: I 3 SA L bilL, c-, Date Called: Special Instructions: Date Wanted: (P') I C I ° —7 a.m. Requester: Phone No: I/1 2 ( 1 3V INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431-3670 gl C orrections required prior to approval. / COMMENTS: 1 0 41,4 4— 40' f/te./7, //..f El $58.00 E11SPECTION FE EQUIRED. Prior to inspection, fee mist be paid at 6300 Southcenter d.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: • June 26, 2007 Cert No. 0606 -28 Attention: Dave Larson CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Reference: Keith Olsen Vault (Foster Ridge) S 139 Street & 45 Avenue Permit No. Dear Mr. Larson: 1. Reinforced concrete for slab on grade, footings, walls and vault lid Our last report is dated 07 -11 -06 and is number 124483. Respectfully, CASCADE TESTING LABORATORY, INC. Michele J. Guerrini Vice President KIRKLAND: (425) 823 -9800 SEATTLE: (206) 525 -6700 FAX: (425) 823 -2203 EVERETT: (425) 259 -0817 ItECe JUN 2 8 2001 oggispir This is to advise you that the following inspections were completed per our reports for the above referenced project and permit. Please see our previously sent reports for actual details of the inspections performed. All inspections, only as inspected and reported, conformed to Tukwila Building and Land Development approved plans, specifications, UBC/IBC and related codes and/or verbal or written instructions from the Engineer of Record. Jun 26 07 03:06p CASCADE TESTING 425- 823 -2203 p.1 T June 26, 2007 Cert No. 0606 -28 City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Attention: Dave Larson 1. Reinforced concrete for slab on grade, footings, walls and vault lid Our last report is dated 07 -11 -06 and is number 124483. Respectfully, CASCADE TESTING LABORATORY, INC. Reference: Keith Olsen Vault (Foster Ridge) S 139 Street & 45" Avenue Permit No. 3396 O99A. Dc' 7 zee Dear Mr. Larson: M►chele J. Guerrini Vice President CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 RECEIVE JUL 0 2 2007 D E P ARTMEN T .�7 -120 KIRKLAND: (425) 823 -9800 SEATTLE: (206) 525 -8700 FAX: (425) 823 -2203 EVERETT: (425) 259 -0817 This is to advise you that the following inspections were completed per our reports for the above referenced project and permit. Please see our previously sent reports for actual details of the inspections performed. All inspections, only as inspected and reported, conformed to Tukwila Building and Land Development approved plans, specifications, UBC/IBC and related codes and/or verbal or written instructions from the Engineer of Record. J ufl CO \J l {JGi o !r+ 16,11,U,111,1- I LL 1 11 pt1 June 25, 2007 Celt No. 0608 -45 City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Attention: Dave Larson Dear Mr. Larson: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 Reference: Foster Ridge S 139 Street & 45 Avenue KIRKLAND: (425) 823 -9800 SEATTLE: (206) 526 -8700 FAX: (425) 823 -2203 EVERETT: (425) 259 -0817 This is to advise you that the following inspections were completed per our reports for the above referenced project and permit. Please see our enclosed report for actual details of the inspections performed. 1. Soils compaction All inspections, only as inspected and reported, conformed to Tukwila Building and Land Development approved plans, specifications, UBC/JBC and related codes and/or verbal or written instructions from the Engineer of Record. Our only report is dated 10 -16 -06 and is number 13372. Respectfully, CASCADE TESTING LABORATORY, INC. 7 Michele J. Guerrini Vice President RECEIVED JUL 0 2 2007 BUILDING r-- ■••••" - ,.. .1.0 I, II V t 1 r..--.. 110 CASCADE TESTING LABORATORY, INC. A f ", ..., t '. 1 TESTING & INSPECTION NO. 12919 N.E. 126TH PLACE KIRKLAND. WASHINGTON 98034 (425) 823 EVERETT .„. D ATE f i`• • / .f i'. ) - ::) - f L, CERT. NO. ` • I-. : : : ' '...., -... (425) 259-0812 DENSITY FIELD REPORT TO: ie atm 0 45Z A-) PROJECT . .. / '.. / ,.;*- f .. : 1 .., c / • ... : -- 164: 5 1----... .-e■zA l. LOCATION ... ,- , -, - '.': • -- ; r - : , • ...4 I ' ! • i : tj. r., ! • / , ! ... .‘: i .. ; , . , .; . . At ... • --. • .. .:: .. , • - ' ' BLDG. PERMIT NO. .. OWNER • ... ATTN: WEATHER _ e • •••••• -. I It- TEMP. SAMPLE DESCRIPTION/SOURCE ENGINEER PLACEMENT AREA ARCHITECT TEST METHOD ATM -2922 son_ in ' D-2950 ASPHALT 0 .• CONTRACTOR . . l-'.: i ' ! Pi (...1_, ? !..,' EQUIPMENT USED I. D. 1/ / r #.'"' NUCLEAR DENSOMETER S/N# "t i r L.- DESCRIPTION OF LOCATION 1 III ELEVATION IN FEET WI DENS PC - kil 0 MOISTURE CONTENT, DRY DENSITY, PROCTOR VALUE, OPTIMUM MOISTURE, COMPACTION, L 2 5: / i v 1- ..- ... , , i 5 ,-, b ....•" -T; - -($-- ;3 . 2 I? Li ; , .... C / ,3 q iii 7(. /YL -6 .4 , 1 i DOD. i • .! 1-, . - .. ; (3.8. 4 ! f% P (--• 3 -et ,r,,. .... ? 4 - -- 1 7 (`d — •• I . r -7 ! .....;,,-. .,._ it 5 - PI 0 +-I ! ......, v 0 CR i k 4 -• 5 6 7 i 10 =STRATTON OF srrE . .• TEST OBSERVATIONS AND REMARKS: ) /i . _ .• _ ._ - , / , - -1,-. .. r i:; / ..• - / -4. ??.....-..( -.) r:? %V.=Z .. 1 ' , .; . ,-, , • i .:-.- i 4•:-/ f..." . i i• • . INSPECTOR, NAME(S) PRINTED EST RESULTS APPLY 014-Y TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODLCED EXCEPT IN FULL. WITHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. • . . ,- • E I V E INSPECTOR SIGNATURE • -.... • ....= ... ;,,,,,-----:..---.. • ' '. ' n SIGNED q ,4_,(-e ,...>g,.....-- JUIL 0 2007 " BUILDING Pfloicc -rm. -••• ..• - rip fa IN, •■ • Mi. Revised1.05. Jun Eli U7 u:710 itii..riut utu irii .2 " nco • P. I OF DATE A- -2,1 -Ze-o 6 CERT. NO. y .. no' o3- c PROJECT i- oc of R, c ce LOCATION S . BLDG. PERMIT NO. OWNER WEATHER TEMP AT AT AM PM ENGINEER ARCHITECT CONTRACTOR TO Jun Lb ur uc:.ip AS REQUESTED BY THE FOLLOWING WAS NOTED: t BY. Location Elevation Wet Density - PCF Moisture Content Dry Density - RCF Proctor Value Compaction — % l.ri t -,rsLC I CJ I LI1% CASCADE TESTING LABORATORY, INC. TESTING &INSPECTION / ENGINEERS / GEOLOC7STT 12919 N.E. 12ETH P-ACE, KIRKLAND. WA 8E034 120e1 .123_Bapd EVERETT 12081269.O=J17 Y rzi 4 G I $G rt I(,r0 t .{-L, )fi f rla-r(l.a -9 ATTN TLJ - VLJ LLVJ PREVIOUS REPORT NO. Location Elevation Wet Density - PCF Moisture Content Dry Density - PCF Proctor Value 5,135` b s 7,v Le) 15.11116; 123,7 ..1.1749...- /3-1 •. 8 .42 % 1114t•rru Compaction — % &-7 L i2y, 6,5 23,c1 6, 3 11 ee DEPARTMENT ,\ js /i INSPECTOR:�f t G6,AcT0,417. FIELD REPL ?J r• • Jun CO U / UCiOOV 1 ID F/. \,fl {..f1LL 1 {..J I LIIV 7L460 V1,016/ r■=vv r • v GL,o,5(. L45 c a, 139 . 134 a 129 v 0 124 119 114 Mr 1.11.1111M1111 l i III 1111111111111111111111■1111111111111111 Ell 11111111/11111111 s unnwriamass NI mil is Immummitisurrums Elf n i ll Mill 15 ill ZAV SpG 2.68 asu 3 5 7 9 11 Water content, % COMPACTION TEST REPORT 13 TESTING DATA Test Specification: ASTM D 1557-00 Method C Modified Oversize correction applied to each point Hammer Wt.: Hammer Drop: Number of Layers: Blows per Layer: 56 Mold Size: .075 cu.fi. NM LL % >3/4 in. 12.26 USCS 15 Curve No. 6530 10 lb. 18 in. five Test Performed on Material Passing 3/4 in. Sieve Soil Data Sp.G. 2.68 asu PI %< #200 AASHTO ROCK CORRECTED TEST RESULTS UNCORRECTED Maximum dry density = 134.1 pcf Optimum moisture = 8.0 % 130.5 pcf 9.1 % Project No. 0608 -45 Client: Kieth Olson Project: Foster Ridge L • Source: RECEIVED Sample No.: 6530 JUL 2007 12919 N.E. 499TH RAGE KIRKL\ND. VUASHNnTON 95034 12061 923.9800 CASCADE TESTING LABORA C1 TESTING 6 6 ENGINEERS / ENGEE2S p MENT TES T I NG Material Description Gray -Brown Silty Sand with Medium Gravel Dated 8 -21 -2006 Remarks: 1 2 3 4 5 6 WM + WS 23.65 24.12 24.56 24.51 WM 13.96 13.96 13.96 13.96 WW +T #1 516.10 576.50 510.10 542.20 WD +T#1 477.80 531.90 468.70 493.50 ' TARE #1 0.00 0.00 0.00 0.00 WW + T #2 WO + T #2 TARE #2 MOISTURE 7.0 7.4 7.8 8.7 DRY DENSITY 123.9 129..0 133.5 131.8 Jun CO U / UCiOOV 1 ID F/. \,fl {..f1LL 1 {..J I LIIV 7L460 V1,016/ r■=vv r • v GL,o,5(. L45 c a, 139 . 134 a 129 v 0 124 119 114 Mr 1.11.1111M1111 l i III 1111111111111111111111■1111111111111111 Ell 11111111/11111111 s unnwriamass NI mil is Immummitisurrums Elf n i ll Mill 15 ill ZAV SpG 2.68 asu 3 5 7 9 11 Water content, % COMPACTION TEST REPORT 13 TESTING DATA Test Specification: ASTM D 1557-00 Method C Modified Oversize correction applied to each point Hammer Wt.: Hammer Drop: Number of Layers: Blows per Layer: 56 Mold Size: .075 cu.fi. NM LL % >3/4 in. 12.26 USCS 15 Curve No. 6530 10 lb. 18 in. five Test Performed on Material Passing 3/4 in. Sieve Soil Data Sp.G. 2.68 asu PI %< #200 AASHTO ROCK CORRECTED TEST RESULTS UNCORRECTED Maximum dry density = 134.1 pcf Optimum moisture = 8.0 % 130.5 pcf 9.1 % Project No. 0608 -45 Client: Kieth Olson Project: Foster Ridge L • Source: RECEIVED Sample No.: 6530 JUL 2007 12919 N.E. 499TH RAGE KIRKL\ND. VUASHNnTON 95034 12061 923.9800 CASCADE TESTING LABORA C1 TESTING 6 6 ENGINEERS / ENGEE2S p MENT TES T I NG Material Description Gray -Brown Silty Sand with Medium Gravel Dated 8 -21 -2006 Remarks: TO -c r - iiirra CASCADE TESTING 12019 N.E. KIRKLAND. TESTING LABORATORY, INC. & INSPECTION 126TH PLACE WASHINGTON 98034 (425) 823 - 9800 (425) 259 -0817 FIELD REPORT - ., 2 NO. DENSITY r -k-- EVERETT , 1 v '`' DA TE ) -I q - 0 G C ERT. NO 2. 8 0600f • PROJECT A 6i( / / p 6 E i b l o 5-1 LOCATION f T 13 a- II 6 " .. -5 (le � -- —�5. $- *z.-1 0 BLDG. PERMIT NO. OWNER ATTN: 4VEA £ I d r (5 TEMP. AT P.M. .tAMPLE DESZRIPTION /SOURCE ENGINEER PLACEMENT AREA ARCHITECT TEST METHOD ASrM D-2922 SOIL. D-2950 ASPHALT 0 J7 CONTRACTOR ) /i 1' E/7,4 S L`l T) , / E0a 6 EQUIPMENT NUCLEAR USED I. D. DBJSOMEIEt S/NS DESCRIPTION OF LOCATION ofPI}1 E IN FE E rr DENSITY, MOISTURE COVENT, % DENSITY, VALUE, MOIS OPTIMUM COMPACTION, 1 /COM Lai f `' / rc r' T sn ' 5 , 13 7.8 1z3".6 J30•8. 9-z. 9S q‘ 2 0,0' 136,1 g.a 12.4.1 3 f BSS ° O,1 /Z ,S: '74 4 Y Sidru,Atl'� r ( i1/45 -7)4 A o I/t sr� i3 Z .1 I3S. :37.r s- c ? 7 s 6 13611 31 1 /2% 1 >' -,' 9 ‘ 6 I? /34..0 3.6 /3 ' ,/ ' 1 % m 10,‘ 3 13311 / ? 8 ,, 9 !0 ILWSTRATION 67 . OF 19 b TEST OBSERVATIONS AND REMARKS: �� fr 4-�ze;) or /-s cf A/f/ •,V it (1Lf,.s7 C.. / "D rX {. f,. 74 , „,,,° Gf , nF c:c%f.,c'h u1 EZ7 a A/ , � -CE V D INSPECTOR, INSPECTOR SIGNED " NADICC NAME(S) PRINTED SIGNATURE -� =- a 11, . 4/. r , TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. TISS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY. INC .1 t L I _ V \ �aE��� -- =--�- . DEPARTMENT - •n• Revised 7 -0S. _.. Jun 26 07 02:36p CRSCRDE TESTING at. 1,1 5 4eb- ued -eeuJ p. b P. 1 OF Jun eb ui ue:onp 1 1 143 138 a Source: Maximum dry density = 137.4 pcf Optimum moisture = 5.8 % Pro'ect No roject: Kieth Olson Vault (a. at -q 3:1 ILinu mmum gissimEg mommumm limmummumummuk MEMIONEEMEMINIMEMMMO mommumemmumm ZAV SpG 2.68 asu 2 WM + WS WM WW + T #1 WD + T #1 TARE #1 WW + T #2 WD + T #2 TARE #2 MOISTURE DRY DENSITY 1 14.02 9.78 529.60 514.30 0.00 2.5 129.0 2 14.10 9.78 521.60 500.00 0.00 3.6 129.6 3 14.18 9.78 539.40 511.10 0.00 4.6 130.4 4 14.49 9.78 547.10 512.90 0.00 5.6 137.1 5 14.51 9.78 506.60 470.90 0.00 6.4 136.6 6 ROCK CORRECTED TEST RESULTS l.nal.nLC I ca I inu COMPACTION TEST REPORT Water content, % Client: Heins Concrete 1 1* CASCADE TESTING LA TESTING G INSPECTION : ENG 12919 ME. 129TH =LACE KIRKLAND. WAsHNGTON 99034 6 8 132.8 pcf 6.9 % Sample NoJ 6i469 10 TESTING DATA UNCORRECTED IDRY, INC. 4 Y 12O5; 923.9900 - rca oco - ccu.3 12 Hammer Wt.: Hammer Drop: Number of Layers: Blows per Layer: NM LL % >3/8 in. U SCS Remarks: Curve No. 6469 Test Specification: ASTM D 698 -OOa Method B Standard Oversize correction applied to each point 5/8" minus Crushed Dated 7 -14 -2006 5.5 lb. Material Description 12 in. I' .. three 25 Mold Size: .03333 cult Test Performed on Material Passing 3/8 in. Sieve Soil Data Sp.G. 2.68 asu PI 16.1 %< #200 AASHTO 4� 23 .o i II I II I Jun eb ui ue:onp 1 1 143 138 a Source: Maximum dry density = 137.4 pcf Optimum moisture = 5.8 % Pro'ect No roject: Kieth Olson Vault (a. at -q 3:1 ILinu mmum gissimEg mommumm limmummumummuk MEMIONEEMEMINIMEMMMO mommumemmumm ZAV SpG 2.68 asu 2 WM + WS WM WW + T #1 WD + T #1 TARE #1 WW + T #2 WD + T #2 TARE #2 MOISTURE DRY DENSITY 1 14.02 9.78 529.60 514.30 0.00 2.5 129.0 2 14.10 9.78 521.60 500.00 0.00 3.6 129.6 3 14.18 9.78 539.40 511.10 0.00 4.6 130.4 4 14.49 9.78 547.10 512.90 0.00 5.6 137.1 5 14.51 9.78 506.60 470.90 0.00 6.4 136.6 6 ROCK CORRECTED TEST RESULTS l.nal.nLC I ca I inu COMPACTION TEST REPORT Water content, % Client: Heins Concrete 1 1* CASCADE TESTING LA TESTING G INSPECTION : ENG 12919 ME. 129TH =LACE KIRKLAND. WAsHNGTON 99034 6 8 132.8 pcf 6.9 % Sample NoJ 6i469 10 TESTING DATA UNCORRECTED IDRY, INC. 4 Y 12O5; 923.9900 - rca oco - ccu.3 12 Hammer Wt.: Hammer Drop: Number of Layers: Blows per Layer: NM LL % >3/8 in. U SCS Remarks: Curve No. 6469 Test Specification: ASTM D 698 -OOa Method B Standard Oversize correction applied to each point 5/8" minus Crushed Dated 7 -14 -2006 5.5 lb. Material Description 12 in. I' .. three 25 Mold Size: .03333 cult Test Performed on Material Passing 3/8 in. Sieve Soil Data Sp.G. 2.68 asu PI 16.1 %< #200 AASHTO 38 33 28 23 18 13 1 2 3 4 , 6 WM +WS 19.29 14.46 14.91 14.29 ZAV SpG 2.68 asu WM 9.78 9.78 9.78 9.78 WW +T #1 528.70 528.60 503.90 553.20 WD +T#t 986.90 478.90 498.40 986.00 TARE #1 0. 00 0.00 0.00 0.00 WW + T #2 ■ m WD + T #2 ■ ' TARE #2 ' Il MOISTURE 7.6 9.2 10.9 12.3 DRY DENSITY .01\ 130.8 \.■ illa ■ ■._.. R \ 1111;\ � i IMO \e i ■■ ■■■ ■ %IMP , 5 7 9 11 13 15 17 Jun eb u ue: aup 1 1 1 roject: Kieth Olson Vault • Source: T� 115 L11bLruC IC0111113 COMPACTION TEST REPORT Water content, % TESTING D ROCK CORRECTED TEST RESULTS UNCORRECTED Maximum dry density = 130.8 pcf Optimum moisture = 9.2 % RFCEIVED Proje 's Client: Heins Concrete Construction JUL 0 2 2007 auk , Sa ,�:�.�. CASCADE TESTING LABCRAT:L • INC. 'TESTING C TNSTECTIav / ENtSN EEPS '12919 N.E. ^ SEITH PLACE K RKLAND, WASHINGTON 990'.:4 1208;923-9E00 127.2 pcf 'TCJ OLJ - GLVJ Curve No. 6426 r . Test Specification: ASTM D 1557-00 Method B Modified Oversize correction applied to each point Hammer Wt.: 10 lb. Hammer Drop: 18 in. Number of Layers: five Blows per Layer. 25 Mold Size: .03333 cull. Test Performed on Material Passing 3/8 in. Sieve Soil Data NM Sp.G. 2.68 asu LL P1 % >318 in. 11.4 %c #200 USCS AASHTO Native Dark Brown Silty Sand with Gravel Dated 6 -23 -2006 Remarks: Material Description 1 2 3 4 5 6 WM +WS 19.29 14.46 14.91 14.29 WM 9.78 9.78 9.78 9.78 WW +T #1 528.70 528.60 503.90 553.20 WD +T#t 986.90 478.90 498.40 986.00 TARE #1 0. 00 0.00 0.00 0.00 WW + T #2 WD + T #2 TARE #2 MOISTURE 7.6 9.2 10.9 12.3 DRY DENSITY 128.3 130.8 127.5 122.9 Jun eb u ue: aup 1 1 1 roject: Kieth Olson Vault • Source: T� 115 L11bLruC IC0111113 COMPACTION TEST REPORT Water content, % TESTING D ROCK CORRECTED TEST RESULTS UNCORRECTED Maximum dry density = 130.8 pcf Optimum moisture = 9.2 % RFCEIVED Proje 's Client: Heins Concrete Construction JUL 0 2 2007 auk , Sa ,�:�.�. CASCADE TESTING LABCRAT:L • INC. 'TESTING C TNSTECTIav / ENtSN EEPS '12919 N.E. ^ SEITH PLACE K RKLAND, WASHINGTON 990'.:4 1208;923-9E00 127.2 pcf 'TCJ OLJ - GLVJ Curve No. 6426 r . Test Specification: ASTM D 1557-00 Method B Modified Oversize correction applied to each point Hammer Wt.: 10 lb. Hammer Drop: 18 in. Number of Layers: five Blows per Layer. 25 Mold Size: .03333 cull. Test Performed on Material Passing 3/8 in. Sieve Soil Data NM Sp.G. 2.68 asu LL P1 % >318 in. 11.4 %c #200 USCS AASHTO Native Dark Brown Silty Sand with Gravel Dated 6 -23 -2006 Remarks: Material Description • • FOOTING SCHEDULE 7 0 e 1 I p 1~� 0 • 11w r I1 I W' Ow sms "i a F40xt4 40�' WI ► 1 ' HIC! asst.. ,aiby • . 's�caud Pr+Ii$ . C1 N..a tto'Gara Yn •►; .s.• or sir. t zcresd•sf g Code 0Cates: prciva st : r..er..his for estOwerote _ samba .426•01/4 oche% cyothkes ,,rs .t ,wu'a"'e} with **buy dam. • - - w/ e „ . far t ions/taws ••• a. Aiwa d jCtiytikA0 /. 1 et ;;, .• iorrxr c••• s c / 4111 • j + i • J d I?? 2 0 _. REID MIDDLETON, INC. 5 et LONG. 6 We .5 TRANS 40 WOO . 0 Zl 4 3 o�c 0 0 ICA CO v a cic 0 , � O N v 3 .4 I L • j: rig gE I EXPIRES 9/12/2006 I VED MLA 'nm SHEET: Si OF 2 S- 05.063 :S! 'r 3 - #6 CONT IN EDGE POUR. II•- 11- 11. -I1—II I 1 T `1T DTI = 1T'= Ti=��T =1T =11 =1_T =1T= =11=41) = = — r �+l1�fs CAST IN PLACE LID SECTION SCALE 314" =1' -0" }#6 CONT IN EDGE POUR. SCALE 314'=1 2'-0' WA OPNG • • • #5 0 12'o /c T.B. TRANSVERSE #5x16"x18' @ EA. H.C. PLANK KNOCKOUT AV A H 71 . 11,• MO tau Ito — 1-1/2' *1- #5 CONT. WITHIN (8)16 LONG. \ 1 /4' CELL T.db. PLACED AS SHOWN 12 -1/2' THICK C.I.P. SLAB ROUND SOLID LOCKING LID it � a1 - 11 ll 1E TYP LID SECTION @ MANHOLE . SCALE UNMO` C.I.P. SLAB SECTION @ MANHOLE. SEE 5 & 8 /S1 FOR REINF. _ -_ —f5 OIAG. T&B AS SHOWN • #5 0 12b/c TAB. )8) #6 LONG. PLACED AS SHOWN (8)- #3 TIES 0 4'o/c PLACED AS SHOWN. EA. SIDE OF OPKG. #5x16Wi18' 0 EA. - N.C. PLANK - KNOCKOUT LID RINF @ CIP SECTION 11 11 11 H 1 Irgaz PLANK JOINT DETAIL SCALE 1 "=1' -0' bt #5 • . • (l-IN EA. VOID ACROSS OPENINGS. • •■•••••••s+ 12-1" T1K CAST IN PLACE SECTION SHOWN HATCHED FILL WITH GROUT AS DIRECTED BY PRECAST PLANK MFGR. CONT. BACKER ROD IF REQ'D. SCALE 314 r • �A - wYtD'.'t��'c?f� ? :�,:.t - r_ •.•.�- � �V .t #5 x24'x24" CORNER - BARS TO MATCH HORZ WALL REINF TYP • 1 • • . #5012'olc HORZ. & VERT. ON BACK FACE OF WALL - DOWELS .TO - FOOTINGS ARE NOT REQUIRED AT THESE VERT. BARS 124" #5X 30' TO MATCH HORL SCALE 314' =1' -O' TYP WALL REINF ADD #5 DIAG. AS . )" SHOWN —� •,..); \ • ♦ ! FOR EACH GROUP OF VERTICAL BARS CUT 0 OPENING ADD ONE VERTICAL BAR FULL HEIGHT EA. SIDE OF OPENING. ALT. HOOK (1- #5x 2'y Fel TYP LID REINF @ MANHOLE • • WALL REINF. @ PIPE PENETRATION SCALE N/A #5x III EA. OF 2 PLANK VOIDS ON EA. SIDE OF OPNG. • • TYP WALL CORNER REINFORCING SECTION 15 TOWNSHIP 23. RANGE 4E. Si 0 0 n 4 ' • aft SCALE 314' =l' -0' • 4 0 1' 0 A D dr 2' -0'' e 0 O 9 3' -6' O . ; t ... • °.• 0 i ►_ s` /� o 0 0 0 o a o v 0 0 0 0 0 0 0 13 0 0 0 0 n r Vi i = o� m 0, ' 35 t. O ... (ITOV =190.70 0 • 0 Y IOU TYP THROUGH "• ® � ` r �� . 9 OUT VAULT. �— , 0;O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 J„ D C Aft VAULT LID PLAN SCALE 1/8" = 1' -0" 54'# ICK CONC WALL VAULT PRECAST 54 - TYPE 2 CATCH BASIN BASE CAST FTG & GRADE SLAB AGAINST PRECAST BASE SECTION @ SUMP IOU 4' -0' 13 PLANKS 0 4 = 52' -0' 8'-0" SCALE 1/8" = 1' -0" • IBOV= 181200 RIM OF SUMP • 5? -8' 57'-8" 56"-0' VAULT FOUNDATION PLAN params r!D c'= shall be made to fie so - - -- - - .: 1... prior appr,ci; r1 c; . r: ;_12 a r..::r rza 8'-0" 8'-0' _ 110' REVIEWED FOR CODE COMPLIANCE APPROVED • JUN 01 2005 aty Of T ON 16' 16' City of Tukwila BUILDING DIVISION F............. _170:1V(0 IBOV reMew app Is object to onus and wisdom d any accepted code or ddnlsnc.. Reoett F.eki Copy cid coons is ads:lo` cjed; eik-k•••. 411 %44---qK PLAN KEYNOTES 1. 4" THICK CONCRETE SLAB ON GRADE REINF WITH 6x6- W2.9xW2.9 WWF. PLACE ALL REINF AT MID-DEPTH OF THE SLAB. CAST GRADE SLAB IN A SINGLE POUR. 2. 10' THICK CONCRETE WALLS TYPICAL SEE WALL SECTIONS FOR REINFORCING. PROVIDE ADDED REINF AT PIPE PENETRATIONS AS SHOWN IN 2151. PROVIDE REINF. 0 ALL WALL CORNERS AS SHOWN IN 4 /S1. 3. THICKENED SLAB FOOTINGS TO BE CAST WITH THE GRADE SLAB. SEE SCHEDULE FOR REINF. 4. ACCESS HATCH ABOVE 5. PIPE INLET OR OUTLET TO VAULT. SEE CIVIL DWGS FOR PIPE DIAMETER & INVERT ELEVATION. SEE 2 /SI FOR WALL REINF 0 PENETRATION. 6. 12 -1/2' THICK PRECAST HOLLOW CORE PLANK. SEE DESIGN CRITERIA NOTES ON S2 FOR PLANK LOADING REQUIRMENTS. 7. 24' DIAMETER OPENING TO ACCEPT 24" DIAMETER RISERS, LADDER, RING AND LOCKING MANHOLE COVER PER VIL DRAWINGS TYP 2 PLACES SE 5 /S1 8. POUR SLOTS IN TOP OF PLANK. MANUFACTURER TO PROVIDE A MINIMUM OF 2 SLOTS 0 EACH END OF EA. PLANK. PLANK MANUFACTURER MAY _ REQUIRE GROUTING OF ADDITIONAL CELLS BEYOND THE MINIMUM OF 2. THE GENERAL CONTRACTOR SHALL INCLUDE GROUTING OF THESE ADDITIONAL CELLS IN HIS BID. 9. PROVIDE BLOCKOUTS IN THE EDGE CELL OF THE PLANK PARALLEL TO THE PERIMETER VAULT WALLS. LOCATE BLOCKOUTS APPROXIMATELY AS SHOWN ON THIS PLAN: 10. 12' DIA VENT PIPE. SEE 5 /S2 FOR VENT DETAIL.. - H. REMOVEABLE BAFFLE WALL, SEE CIVIL . DWGS FOR DIMENSION. SEE 4/52 FOR DETAILS OF ASSEMBLY. 12. PRECAST 54' DIAMETER TYPE 2 CATCH BASIN BASE. SEE 61S1. PLACE SUMP INLINE w/ OUTLET PIPE AS SHOWN IN THE CIVIL DWGS. 13. SITE ROCKERY RETAINING WALL. SEE CIVIL DWGS. 14. 8' THICK x 12' TALL CURB. SEE 1, 2152. 15. CENTER LINE OF SUMP & OUTLET PIPE. VERIFY w/ CIVIL 16. 12-1/2' THICK CAST IN PLACE SLAB. SEE 8 b 9/S1 FOR REINF. LEGEND ''marr , Sltzio INSIDE BOTTOM OF VAULT (TOP OF GRADE SLAB) INSIDE TOP OF VAULT LID (TOP OF CONCRETE WALLS) CIP CONCRETE WALL CONCRETE SPREAD FOOTING. CIP CONCRETE EDGE POUR OR ACCESS HATCH INFILL • RE crry OF MAR 3 DIRECTION OF DOWNWARD SLOPE. PERMIT CONCRETE CURB EXTENDING ABOVE THE TOP OF THE PLANK • 1 • 4 SPECIAL INSPECTION GENERAL: SPECIAL INSPECTION BY A QUALIFIED INSPECTOR IS REQUIRED IN ACCORDANCE WITH THE 2003 IBC AS ADOPTED BY THE CITY OF TUKWILA ON THE FOLLOWING ITEMS. o. CONCRETE STRENGTH AND PLACEMENT REINFORCING BAR PLACEMENT c. PLACEMENT OF PRECAST PRESTRESSED PANELS CERTIFICATION & SUPERVISION THE SPECIAL INSPECTOR SHALL BE SUPERVISED BY A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY THE FIRM PROVIDING THE INSPECTION SERVICES. PERFORMANCE OF THE WORK: THE SPECIAL INSPECTOR SHALL PERFORM ALL TASKS AS REQUIRED BY THE 2003 IBC AND THE BUILDING OFFICIAL: WOOD MEMBERS MATERIALS: CONFORM TO THE FOLLOWING: SAWN LUMBER: THE WEST COAST LUMBER INSPECTION BUREAU'S 'STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 16' PRESERVATIVE TREATMENT: AMERICAN WOOD PRESERVERS BUREAU STANDARD LP -22 FOR ALL WOOD. SAWN LUMBER REQUIREMENTS: PROVIDE LUMBER OF THE FOLLOWING SPECIES AND -GRADE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS; BAFFLE WALL 4x .........HF NO2 CONCRETE CONCRETE REQUIREMENTS: LOCATION STRENGTH VAULT WALLS & LID FTGS & GRADE SLAB PLANK VOID FILL PLANK JOINT GROUT - AIR CONTENT: - CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 5X 4/ -1X ENTRAINED_ AIR. MIX DESIGN: " - SHALL BE BASED ON FIELD EXPERIENCE OR TRIAL MIXTURES IN CONFORMANCE WITH THE SPECIFICATIONS. MATERIAL REQUIREMENTS: CEMENT: ASTM C150. AGGREGATES: AS M C33. CURING REQUIREMENTS: REINFORCING BAR MATERIAL REQUIREMENT: 3000PSI 0 28 DAYS 0.50 3000PSI 0 28 DAYS 0.55 3000PSI 128 DAYS .. 0.55 , 3000PSI TO MEET 4- Pt ANK MFGR'S Rams ADMIXTURES: ACI 301 WATER: ASTM C94. PLACING REQUIREMENTS: PLACING: PLACE CONCRETE AS NEARLY AS PRACTICABLE TO ITS FINAL POSITION TO AVOID SEGREGATION. THE FREE UNCONFINED FALL OF THE CONCRETE SHALL NOT EXCEED 5 FEET. DEBRIS: REMOVE ALL DEBRIS FROM FORMS PRIOR TO PLACING CONCRETE. CONSOLIDATION CONSOLIDATE CONCRETE BY SUITABLE MEANS. THOROUGHLY WORK CONCRETE AROUND EMBEDDED ITEMS AND INTO CORNERS OF FORMS. CURING: CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A SUITABLE PERIOD OF TIME AFTER PLACEMENT. WEATHER CONDITIONS: ADEQUATE PRECAUTIONS SHALL BE TAKEN DURING HOT AND COLO WEATHER IN ACCORDANCE WITH THE SPECIFICATIONS. REINFORCING BARSc USE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60, EXCEPT AS NOTED ON THE DRAWINGS. WELDED WIRE FABRIC: SMOOTH FABRIC SHALL CONFORM TO ASTM A185. FABRICATION AND PLACING REQUIREMENT& BENDING: BARS SHALL BE BENT COLD. BARS PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT UNLESS NOTED OR SHOWN OTHERWISE OR AUTHORIZED BY THE ENGINEER. PLACING: REINFORCEMENT SHALL BE SUPPORTED AND TIED TO PREVENT DISPLACEMENT BY CONSTRUCTION LOADS OR BY PLACING OF CONCRETE. MAXIMUM SPACING OF SUPPORTS SHALL BE 3Y -6 CONCRETE COVER: MINIMUM CONCRETE COVER FOR REINF. SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE CONCRETE CAST AGAINST EARTH 3° CONCRETE CAST AGAINST FORMS AND EXPOSED TO EARTH 00 NOT WELD REINFORCING BARS. WET SETTING6c REINFORCEMENT ANCHOR BOLTS;, OR ANY ELk3EDOE0 ITEM WITHIN THE CONCRETE, MAY NOT BE SET INTO THE CONCRETE AFTER IT HAS BEEN POURED WITHIN THE FORMS. LAP SPLICE& PROVIDE LAP LENGTHS AS SHOWN ON THESE DRAWINGS. MAX W/C RATIO GENERAL CONSTRUCTION NOTES CODE: VAULT DESIGN AND CONSTRUCTION SHALL CONFORM TO THE PROVISIONS OF THE 2003 IBC AS ADOPTED BY THE CITY OF TUKWILA, WASHINGTON. GENERAL DETAILS: TYPICAL OR GENERAL NOTES AND DETAILS ON THESE SHEETS SHALL APPLY TO ALL CONSTRUCTION UNLESS SPECIFICALLY NOTED OR SHOWN OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. DISCREPANCIES: THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A WRITTEN REQUEST FOR CLARIFICATION UPON FINDING ANY DISCREPANCY OR OMISSION IN THE DRAWINGS OR SPECIFICATIONS. SHORING & EXCAVATION IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO DESIGN AND PROVIDE ADEQUATE SHORING, RESHORING AND BRACING OF THE WORK AS REQUIRED TO PROTECT LIFE AND PROPERTY DURING THE CONSTRUCTION OF THIS BUILDING. HOLLOW CORE PLANK SCOPE OF WORK: V THE WORK INCLUDED IS THE DESIGN, MANUFACTURE AND DELIVERY OF PRECAST PRESTRESSED CONCRETE UNITS. DESIGN PLANK FOR THE MOST CRITICAL OF THE LOADING CONDITIONS AS SHOWN WITHIN THE DESIGN CRITERIA NOTE. DESIGN CRITERIA -. VERTICAL LOAD DESIGN V - DESCRIPTION: - UNIFORM LIVE LOAD TRUCK WHEEL LOADS SOIL COVER SEISMIC DESIGN CATEGORY = 0 FROM THE r•i •• , , _t INC. DATE THE MANUFACTURER SHALL SUBMIT STRUCTURAL CALCULATIONS AND PLACEMENT DRAWINGS SIGNED BY A WASHINGTON STATE REGISTERED STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. - THE MANUFACTURER SHALL INSTALL ALL: BLOCK OUTS REQUIRED FOR STRUCTURAL CONNECTIONS AS INDICATED ON THESE DRAWINGS. NO OTHER PENETRATIONS ARE ALLOWED WITHOUT THE PRIOR APPROVAL OF THE PLANK MANUFACTURER. - : - ALL HOLLOW CORE.JOINTS SHALL BE GROUTED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. DEFERRED SUBMITTALS LIVE LOAD: DEAD LOAD: 150PSF ' . NA HS20 -44 ' 12' TO 87' SEE CIVIL DWGS to ty I UNIFORM LIVE LOAD AND TRUCK LIVE LOAD NEED NOT BE APPLIED CONCURRENTLY. SEISMIC DESIGN SEISMIC USE GROUP 'I' Is = 1.0 STRUCTURE LOCATION; ZIP CODE 98168 SITE CLASS = 0 DESIGN SPECTRAL RESPONSE ACCELERATIONS Sd3 = 0.934 Shc = 0.488 BASIC - SEISMIC FORCE RESISTING SYSTEM BEARING WALL SYSTEMS ORDINARY REINFORCED CONCRETE SHEAR WALLS RESPONSE MODIFICATION COEFFICIENT 'R" = 4.5 REDUNDANCE COEFFICIENT p = 1.0 STRUCTURE DEAD LOAD 'W' = 482k SEISMIC HORIZONTAL LOAD EFFECT E21.0(1.210.934041/4.5 = 0.25W = 02508214 = 120k FOUNDATION DESIGN FOUNDATION DESIGN IS BASED ON THE FOLLOWING VALUES DERIVED ALLOWABLE BEARING PRESSURE 2,500 PSF LATERAL EARTH PRESSURES ON VAULT: AT REST CONDITION 60 PCF EFW (DRAINED LEVEL BACKFILL) SEISMIC PRESSURE COMPONENT E = 24H (AT REST CONDITION) PASSIVE SOIL RESISTANCE: 350 PCF EFW COEFFFICIENT OF BAS! FRICTION 0.45 SATURATED SOIL DENSITY 125 PCF THE FOLLOWING AREAS OF WORK SHALL BE CONSIDERED AS 'DEFERRED SUBMITTAL9T • AS DEFINED IN THE 2003 IBC a PRECAST PRESTRESSED HOLLOW CORE PLAN ALL DEFERRED SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF A CIVIL ENGINEER LICENSED TO PRACTICE IN THE STATE OF WASHINGTON WHO HAS PARENT DESIGN EXPERIENCE IN THE TYPE OF WORK REVIEWED THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL TYP WALL SECTION TYP WALL SECTION SCALE 1/2'=1 . SCALE 3Jzf-0 SCALE 1 /2'1'-Ou _8' �:... • i = 1 = • REMOVABLE BAFFLE WALL DETAIL • •� -:�-t •''z! .,._.., SCALE urr SCALE U2 -O' 3'x3Ix114' ALUMINUM ANGLE w/ 1/24# STAKES STEEL EXPANSION ANCHORS 0 12 TO THE CONCRETE WALL & U2'i STAINLESS STEEL BOLTS 0 8' THROUGH THE 4x MEMBERS 4x10 PRESSURE TREATED HF #2 TIMBER BAFFLE WALL TYP WALL SECTION SCALE 112 12'• PVC VENT PIPE SCALE 1 -0 SCALE VI�tO` SCALE 1/2'=l' -0' SEE CIVIL DWGS FOR VENT COVER. NOT FASTEN VENT COVER TO VENT VAULT WALL TYP WALL SECTION SCALE 1/2 TYP WALL SECTION 9 TYP WALL SECTION 3g TYP WALL SECTION SCALE vr=w b ij THROUGH WALL VENT PIPE DETAIL i A'a 29 REID MIDDLETON. INC. DETAIL KEYNOTES t PROVIDE A BENTONITE CLAY OR HYDROPHILIC WATERSTOP ( VOLCLAY 'WATERSTOP-RX' OR 'AKWASTOP' I AT ALL PERIMETER WALLS OF THE VAULT. INSTALL WATERSTOP IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2. 12 -1/2' THICK PRECAST PRESTRESSED HOLLOW CORE PLANK. 3. FINISHED GRADE. ELEVATION VARIES. SEE DESIGN CRITERIA ON S2 FOR APPROXIMATE SOIL DEPTHS OVER THE VAULT LID IN ADDITION TO THE CIVIL DWGS FOR FINAL GRADE ELEVATIONS. 4. 4 PERFORATED PVC FOOTING DRAIN WRAPPED IN 12'x12' MINIMUM DRAIN ROCK ( 318' DIAMETER - PEA GRAVEL I & FILTER FABRIC. ROUTE DRAIN TO DISCHARGE POINT AS SHOWN ON THE CIVIL DWGS. APPLY PREFABRICATED DRAINAGE PANEL (MIRADRAIN 6000 OR EQUIVALENT) TO ALL PERIMETER VAULT WALLS RECEIVING BACKFILL. DRAINAGE PANEL, IF USED, SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. EXTEND DRAINAGE PANEL OVER THE DEPTH OF THE BACKFILL A 12' THICK LAYER OF FREE - DRAINING GRANULAR FILL MAY . BE USED IN LIEU OF THE DRAINAGE PANEL SEE KEYNOTE 9 FOR BACKFILL SOIL. SELECTION AND CCOMPACTION REQUIREMENTS.- - 6. PLANK TO BEAR 3' . /-1/4' ONTO THE TOP OF THE CONC. WALL INSTALL NEOPRENE BEARING PAD AS DETAILED ON THE PREAST PLANK PLACEMENT DRAWINGS. .8' :THICK x 12' TALL CURB TO BE REINF w/ -(2)-5 CONT. AT .THE =TOP OF THE CURB. VERTICAL WALL REINF IS TO BE EXTENDED INTO THE CURB . 8. 12-112' THICK CAST IN PLACE CONCRETE LID SEE 8 & MI FOR LID REINF. BACKFILL= SOILS, COMPACTION :PROCEDURES - AND DENSITIES USED AROUND THE VAULT, SHALL BE :APPROVED.BY*THE THE E - GEOTECHNICAL CONSULTANT IAESI). . O r • 1 ,41:0 A. r 1=: • 1 =I[ =11: f if =1 = O • t. • REVIEWED FOR CODE COMPLIANC /"PROVED JUN 1I 2005 City Of Tukwila ILDING D I N co i LOCATIONS. PROVIDE (2)15 CONT. HORZ. BARS 0 THE TOP OF THE WALL 10' THICK CONCRETE WALL REINF. w/ #5 • 12'olc HORZ & #6 • 15b /c VERT. PLACE VERT REINF AT THE CENTER OF THE WALL EXTEND VERT WALL REINF 10-112' MIN INTO THE CURB OR SLAB ABOVE. PROVIDE 12)-#5 CONT. HORZ BARS 0 THE TOP OF THE WALL BACKFILL HEIGHT OVER TOP OF PERIMETER WALL FOOTINGS NOT TO EXCEED 6! -10 PROVIDE CORNER BARS D ALL HORZ. REINF AS SHOWN N4 L 01. 1 i I C'"i E E W L I . AS ' LO . #5 a ;12b /c HORZ AT ALL WALLS. FILL OVER LID: . VERT REINF: GREATER THAN 4FT 9609%/c LESS THAN 4FT #6012b/c PLACE VERT REINF NEAR THE INSIDE FACE OF _THE WALL. LAP ALL HORZ BARS 24'MIN 0 SPLIC REINFORCING KEYNOTES 103. #6 FOOTING TO WALL DOWELS TO MATCH WALL VERTICAL REINFORCING SPACING. PROVIDE STD HOOK 0 END OF BAR CAST INTO FOOTING. PLACE ALL DOWELS 0 THE CENTER OF THE WALL. DOWELS SHALL BE EMBEDDED A MINIMUM OF 11'H- 1/2' INTO THE FOOTING & SHALL EXTEND INTO THE WALL 30' MIND THE PERIMETER WALLS. 104. #5x - 0 24'o!c PLACED SUCH THAT EA 48' WIDE PLANK RECEIVES (2) BARS. LOCATE BARS IN VOIDS WITH POUR SLOTS AS SHOWN ON THE PRECAST PLANK PLACEMENT DWGS PROVIDE ADDITIONAL BARS D EA. PLANK IF REM. AND SHOWN ON THE PRECAST PLANK SHOP OWGS 105. #6 x 2'-6' 0 Yl'b/a BAR TO EXTEND 10-U2' nN ' ABOVE TOP OF WALL. PLACE BAR 0 THE CENTER OF THE WALL 106. (3}46 CONT. IN CLOSURE POUR. 107. #5 CONT. IN WITHIN EDGE VOID OF PLANK. 108. is HAIRPIN w/ W WIDTH b 18' LONG TAILS 0 EA. VOID KNOCKOUT. 1.1.1 . %•. jJ • - S. • D _:' is t: :. _ ; � • , . i . , APR 1 3 2006 ". -.; # _ " t�Y oLz r; :'. j .[ 1 i C E :T : r L a� 0 0 0 I EXPIRES . =... 9 /l2 /2006 - 1 0 0 a w C S s l ima CC N W . o �- u. ts Q v cc 0 I-- ILI � co cc SHEET: S2 OF 2 S-05-063 • • 1 SECTION 15. TOWNSHIP 23, RANGE 4E. • • • 1 1M STAGE (FT) ELEVATION (FT) STORAGE (cu. DISCHARGE (CFS) 0.00 . 185.20 0 0 . 0.54 185.74 484 0.005 1.04 186.24 932 0.007 1.54 - 186.74. .1380: ,: • 0.008 2.04 187.24 1828 0.010 2.54 .: 187.74 _2,276 0.011 3.04 : 188.24 Z724 0.012 3.54 . 188.74 3,172 0.013 4.04 •.- •. .. 189.24 3,620 0.014 4.54 .189.74 4,068 . 0.015 5.00 •190.20 4.480 0.027 OVERFLOW AT EL. 190.20 5.10 I 190.30 I 4.570 - I 0.489 TOP VAULT (INSIDE) 190.70' • wo NOTES: a MAX. ADCs! c .. crto CATCH ■4111 OA OM .IGIT 100401 OVfLEUPIPE - r OIAMETERSTANOMOSM e.JVE AMINO WA WETOEO3W11$ i.or -0. 1.'ALVANIZE°. ASt W oRNAMENTM. IROANAO utl MAY MAO IIE PERM/1E0 WITH citVENOnuERas owAt WOOSTtOPOSTSPAar41 WIm SUP AT 01-101011 JONES SEE ABOVE FOR ROCKERY DETAILS III4>StuR&Eo SOS. 104-911+n+t GROUT WOI►e 10 ORAnt City of Tukwila NO WAG MRCS. ROOOWAYS.OR PARING 10151/ 114 AREA tiENSED Pat Off C 88134TS Si Sr Sr 4' tr SHEET: VIEW FACING ROCKERY r ouMET€ROAMvArale0 AND OUTLET PIPE STEEL SLEEVE - NOTES: ruts. 1. ROCK SHALL BE SOUND AND HAVE MINIMUM DENSITY OF 160 POUNDS PER CUBIC FT. 2. THE LONG DIMENSION OF ALL ROCKS SHALL BE PLACED PERPENDICULAR TO THE WALL. EACH ROCK SHOULD BEAR ON TWO ROCKS IN THE TIER BELOW. 3. ROCKERIES ARE EROSION CONTROL STRUCTURES. NOT RETAINING WALLS. NATIVE MATER/AL MUST BE STABLE AND FREE - STANDING IN CUT FACE. • 4. IMPROVED WALKING SURFACES ABOVE ANO ADJACENT TO ROCKERIES OVER 30' IN HEIGHT SHALL BE PROTECTED BY A RAIL CONFORMING TO UBC 1711. 5. BASE ROCK IS 2 -MAN MINIMUM. (2 MAN ROCK = 200 -700 LB 18' -28) 6. SHOP DRAWING FOR ALL RAILING MUST BE CITY APPROVED PRIOR TO FABRICATION. MvsSiO 1 at: 08.03 APPROVAL 8. SHELTON OCKERY DETAIL NTS 1. PIPE 9ZES AND SLOPES: PER PLANS. 2. OUTLET CAPACITY: NOT LESS THAN COMBINED IM_ETS. 3. PIPE SUPPORTS AND RESTRICTOR SHALL BE OF SAME MATERIAL AND BE ANCHORED AT S MAX. SPACING BY 5/8' DIAM. STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED 2" IN WALL. 4. THE RESTRICTOR SHALL BE FABRICATED FROM .060' ALUMINUM, PVC, CPE. OR HOPE PIPE PER THESE ENGINEERING STANDARDS. 5. OURET SHALL BE CONNECTED TO CULVERT OR SEALER PPE 1MTH SUITABLE COUPLER OR GROUTED INTO THE BELL OF CONCRETE PIPE. 6. THE VOIDCAL RISER Mu OF THE RESTRICTOR SHALL BE THE SAME OWi. AS THE HORIZONTAL OUTLET PIPE, 111111 AN 8 WI. DIME 7. FRAME AND LADDER OR STEPS OFFSET SO THAT: A. SHEAR GATE IS MSIBLE FROM TOP. B. CUTA8 DOIHi SPACE IS CLEAR OF RISER ANO SHEAR GAM C. FRAME IS CLEAR OF CURB. 8. NF LRTAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE OUTLET PPE TO HAVE 51001)1 O.D. EQUAL TO CONCRETE PVC I0. LESS 1/4'. FLOW RESTRICTOR RISER NOTES 0.1. um. or :roc viola Of r 1 SPA115 AOIACENI W ROCIEM SrA■tE Cur c AGC •NNAIME uaNAaa I.OuuCTERWA$,.t GA.wu. Arc E• COMER oven An. vox rGRAva. up-MENP E. orwCE & tr AL. PAC.SORAs APo•ASIl VASTIiNU. ma. ITN CCNtr+uOUS Stan TOOuTtE T. APE ats11E014 fa. KR mmmit= R►FIOR TourotE`t1! ROCKERY & SIDEWALK Wf SAFETY RAIL . RS-05 FOOTINGS Of SMARMS Iw:tteral OTTER ROCIER•VA PLACE POI iktWEENACCKS TO AMOIO IrL3Od. LMT TO SCALE PROVIDE HOOK T SECURE SHEAR GATE HANDLE TO WALL SHEAR GATE INV OUT = 185.20 OVERFLOW = 190.20 BOTTOM ORIFICE INV ELEV 181.20 = 0.50'0 TOP NOTCH RECTANGULAR WEIR INV ELEV 190.11. 1.75' WIDE RISER DIA = 18" KIM Pet catER RUM OMENS • E .. 190.20 EL 181.20 DRILLED. SHARP EDGED ORIFICE FLOW RESTRICTOR RISER A STAINLESS STEEL PLATE SHALL BE PERMANENTLY ATTACHED INSIDE THE CONTROL STRUCTURE. ENGRAVED INFORMATION ON THE PLATE SHALL INCLUDE: PROJECT NAME ANO NUMBER_ FOSTER RIDGE SUBOIMSION D EVELOPEII: PARK90E MANAGEMENT ENONEER: PENHALLECON ASSOCIATES CONSULTING ENGINEERS CONTRACTOR: DATE CONSTRUCTER DATE OF SWIM USED FOR DESKIN: 1998 KCSVAOM DESc RELEASE RATES: 2 YR STORM - 0.012 CFS 10 YR STORM - 0.022 CFS 100 YR STORM - 0.186 CFS RELEASE MEOIAP191:18' RISER w/ ONE ORIFICE AND RECTANGULAR WEIR ORI ICE ELEV. = 181.20. DIA. = Q5e NOTCH V1E1R ELEV. = 190.11. LENGTH - 1.75 STAGE. STORAGE, CiSCHARGE: SEE TABLE ABOVE. 1185 SHT. ELEV ChEIWUYat 19120 1j3 INFORMATION PLATE FRI OAIE 8Y PBC PDC MIN. 2' COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE -- 4' A.T.B. 2' CRUSHED SURFACE BASE COURSE FIRM SUBGRADE, ADDITIONAL GRAVEL BASE MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS AMMERHEAD SECTION NTS MIN. 2' COMPACTED DEPTH CLASS '8' ASPHALT CONCRETE - CRUSHED SURFACE BASE COURSE FIRM SUBGRADE, ADDITIONAL GRAVEL BASE MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS 12 -FT ACCESS ROAD SECTION NTS DETENTION VAULT STAGE- STORAGE - DISCHARGE . TABLE RESTRICTOR STRAPS: 3' x .090" 24' OLA. SOLID LOCKING LID ELEV. 192.5i RESTRICTOR S FASTENED TO VAULT !_ WALL (NOT SHOWN) MIN. 3 REQUIRED. 12' OUTLET PIPE r-- / INV. 185.20 ` -18'4 STANDPIPE RESTRICTOR STRAPS: 3' x .090' SCUD PLATE W/ 0.50'0 SHOP VAULT FLOOR ELEV =181.20 1" DIAMETER WASHED GRAVEL MIN 2' GRAVEL UNDER PIPE. 12' WIDE RESTRICTOR RISER SEE DETAIL THIS SHT. MIN. 4' DIAMETER PERT PVC- SCR 35 PIPE/ AASHTO U278/ ASTMt 3034: MIN 1x CONTINUOUS SLOPE TO OUTLET, PIPE 11LRAPPED IN FILTER FABRIC (WRAn OR EQUIVALENT) 16' lso saga sow. 'War* 1101 90033 Pit (425) 827 -2074 1--800-945-808 NIr_n._.w &_.n . Federal way 6' -3' 41/4 41 - - tMI tal - -tom .MOM NErnoma a THICKENED EDGE NTS TAPE . 1 ' 13' -8 1/2' Fi 29/32' x • ' s • 3/4" x - 2; I/2" Post bolt slots (TYPT bolt slots (1w) ' RAIL ELEMENT 13' -6 1/2' COMBINED DETENTION/WO VAULT NTS 54' DIA. Engineering Plaswi ng Surveying ` '•-- Penhallegon Associates Consulting Engineers, inc. Sas p««rgYS,C,7so rout: (42S) 827 - 5043 . Poetised 6' -3' _ 4 1/4 4 SUMP ELEV = 178.20 • TLET IE 185.20 1 3' Mltt (TIP) I 1 _ 11/16' x 2' Space slot In channel and splice plate for 5/8 cordage bolt, hex nut and washer 11/16' Space holes for 5/8' coinage bolts 1/4' t' 1 5/8' 1 1/ ' 1 5/8' 1 3 4' bri rriff 1 IMI! tt1. tom■ b shots &P e 3/4' x 4' Pos bolt slots (TIP) EXPANSION SECTION DUAL GUARD RAIL DETAIL NTS 11/16' x 2' Post bolt slot In channel and o eePeet • space plate for 5/8' button head bolt e with 1/32' oval grip and recessed nut. CHANNEL RAIL SPLICE 3/4' x 2.1/2" : Pent : bolt slot TIFF) 29/32' x t 1/8" Splice bolt Slots (WP) MN. ' Type. 1 ang 2 roil 5/8 �x 18 button head bolt with 7/32 oval grip and recessed hex nut SECTION A -A N.T.S. R.S. PEDERSEN 1' 2' MIN. : s WOOD POST ASSEMBLY DETAIL P.O. BOX 1518, MARYSVILLE, WA 98270 ELEV = 181.20 • C6x8.2 ACCESS RISER • I 3/8' x 4 1/2' x 7 3/4' Space plate 5/8' x 1.1/4' Button head splice bolt with 7/32" oval grip and recessed hex nut ight required per splice). Screwdriver slot or milled wrench shoulders in bolt heads. ELEV. = 181.12 NOTES 1. Guardrail post spacing for Types 1 through 4 shoo be 6' -3" on centers. - 2. A tolerance of 3 percent on - any dimension of the rail element will be allowed. • .. • - . I . _., • 3. Timber= btockj.sholi; be: tot . nailed; t! lrithra ;: i 6d- golvomzed* nail t o : .. - • - • 4. Post and • blocks shall be .67x8' or 8 "x8' treated timber. Posts and blocks' maybe' S4S 'o�f"ioogtl "sbi■n.. . • - .,. 24' DIA. SOLID . LOCKING UD ELEV. 198.O- VAULT FLOOR ELEV = •181.20 PROVIDE 12' 0 VAULT VENT MID 8COX: DAM 1 3/4' post bolt washer for Type 1 and Type 2 only 91n CPU FIEHEIIISKE INFMNASON See Note 4 I 100 -YR DETENTION -\ STORAGE [LEV = 190.20 ELEV. = 181.20 IP 184.20 Per manufacturer (TYP) POLYPROPYLENE PLASTIC STEPS SEE DETAIL THIS SHEET 9.5' VAULT FLOOR BEV = 181.20 VAULT FLOOR ELEV = 181 -20 VALT FLOOR A B EV = 181.20 t DAZE JAY, 2003 SOH VARIES 100 YEAR DETENTION STORAGE ELEV =190 20 WATER QUALITY ELCV =185.20 DEAD STORAGE ELEV= 182.20 AILING DETAIL SIDE ELEVATION 14' NON -SUP TREAD SURFACE ELEVATION f l.9 "1 SECTION B -B RT 3 2. IN LIEU OF A REMOVABLE BAFFLE, CONTRACTOR MAY BAFFLE WALL SUSPEM ED FROM THE VAULT CEILING. 3. DETENTION VAULT AND ACCESS RIDS SHALL BE SUPPORT H2O LOADING- POST BASE DETA9. • ceme grit 16 gage golvonized steel sleeve Non - shrink grout DETENTION VAULT GENERAL N 1. CONTRACTOR TO 9UB18T DETENTION VAULT SHOP ORA THAT ARE SIGNED AND STAMPED BY A LICENSED STRUC ENGINEER TO OTY OF TUKVALA. CIVIL E NGDIEERINC AND GEOTECFI ICAL ENGINEERING CONSULTANT PRIOR CONSTRUCTION. L' or GRADE 60 REINFORCING STEEL BAR �� ttuuulunuit nui1111iirttt NOTES: NON -SUP PATTERN 13' EXTRACTION RESISTANT SURFACE PLAN 0 1. STEPS SHALL BE STEEL REINFORCED COPOLYMER POLYPROPYLENE PLASTIC CONFORMING TO: A) ASTM 0 478 AND AASHTO M -199, EXCEPT THAT THE MINIMUM HORIZONTAL PULLOUT LOAD SHALL BE 1500 LBS. 8) ASTM A 615 GRADE 60 (DEFORMED RENFORCNG STEEL BAR). 2. ONLY STEPS APPROVED BY THE ENGINEER SHALL BE USED. 3. ALL FABRICATION DIMENSIONS INDICATED ARE MINIMUM. 4. THE MINIMUM TOTAL CROSS - SECTIONAL. AREA OF THE EXPOSED PORTION Of THE STEP. INCLUDING THE 1/2 -INCH DEFORMED REINFORCING STEEL BAR. AND EXCLUDING THE NON -SUP TREAD SURFACE. SHALL BE ONE SQUARE INCH. 5. THE ENTIRE POLYPROPYLENE PLASTIC MATERIAL SURROUNDING THE REINFORCING STEEL BAR SHALL BE CAST MONOUTHICALLY. MINIMUM COVER SHALL BE 3 /18-:NCH. 6. THE FOLLOWING DIMENSIONS SHALL APPLY UNLESS OTHERWISE NOTED ON THE DRAWINGS OR STANDARD PLANS FOR SPECIFIC STRUCTURES: D= 6' t 1/4', E= 3 1/4' t 1/4' 7. STEPS SHALL BE SPACED AT A MAXIMUM OF 12- INCHES. 8. STEPS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED MANUFACTURERS RECOMMENDED PROCEDURE. 5=0.05 MIN W/TROWEL FT STEP DETAIL NTS I� DIAMETER wASHED GRAVEL MAN 2" GRAVEL UNDER PIPE. 12' WIDE LeN. 4' DIAMETER PERE. PVC. SOR 35 PIPE/ AASHTO M278/ ASTM 3034: MIN 1% CONTINUOUS SLOPE TO OUTLET. PIPE WRAPPED IN FLIER FABRIC (MIRAF1 OR EQUIVALENT) RECEIVED JUN 01 1004 p. i PERMITCENTER bti2604q N( FOSTER RIDGE SIX LOT BOUNDARY LINE ADJUSTMENT MISCELLANEOUS NOTES & DETAILS !A t14R 3 0Inn7 Call before you Dig. 1 -800- 424 -5555 UNDERGROL116 SERVICE ) 1