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HomeMy WebLinkAboutPermit D07-227 - CITY OF TUKWILA - MACADAM WINTER GARDEN - ENTRY, SCUPTING, LANDSCAPE AND IRRIGATIONMACADAM WINTER GARDEN 5311 S 144 ST D07 -227 Parcel No.: 1276300005 Address: 5311 S 144 ST TUICW Suite No: Tenant: Name: MACADAM WINTER GARDEN Address: 5311 S 144 ST , TUKWILA WA City-of Tukwila Owner: Name: CITY OF TUKWILA Address: 6200 SOUTHCENTER BLVD , TUKWILA WA 98188 Phone: Contact Person: Name: RICK STILL Address: 12424 42 AV S , TUKWILA WA 98168 Phone: 206 767 -2344 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 Contractor: Name: L W SUNDSTROM INC Address: PO BOX 893 , RAVENSDALE WA 98051 -0893 Phone: 425 413 -8158 Contractor License No: LWSUNI *011PF doc: IBC -10/06 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 - 227 Issue Date: 07/05/2007 Permit Expires On: 01/01/2008 Expiration Date: 10/02/2008 DESCRIPTION OF WORK: ENTRY STRUCTURE (AND SIGN), SCULPTING, LANDSCAPE, AND IRRIGATION. PUBLIC WORKS ACTIVITIES TO INCLUDE: STREET IMPROVEMENTS ALONG MACADAM ROAD; MINOR WORK AT SIDEWALK ALONG SOUTH 144TH STREET, TESC, LAND ALTERING, 1" - WATER ONLY METER W/BACKFLOW, AND STORM DRAINAGE. (WATER Mi;rt tt PERMITTED UNDER PERMIT PW05 -111). Value of Construction: $20,000.00 Fees Collected: $2,220.50 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 0026 D07 -227 Printed: 07 -05 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: Y Landscape Irrigation: Y Moving Oversize Load: N Sanitary Side Sewer: N Sewer Main Extension: N Private: Storm Drainage: Y Street Use: Y Profit: N Water Main Extension: N Private: Water Meter: Y Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie 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 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. Signature: �—�a 4.. Date: Print Name: doc: IBC -10/06 Number: 0 Start Time: Volumes: Cut 20 c.y. Start Time: Permit Number: D07 -227 Issue Date: 07/05/2007 Permit Expires On: 01/01/2008 Date: Size (Inches): 0 End Time: Fill 300 c.y. End Time: Public: Non - Profit: N Public: permit and know the same to be true and correct. All provisions of law and ordinances er specified herein or not. 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 -227 Printed: 07 -05 -2007 Parcel No.: 1276300005 Address: Suite No: Tenant: 5311 S 144 ST TUB:W City of Tukwila MACADAM WINTER GARDEN 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 12: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** doc: Cond -10/06 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -227 ISSUED 06/22/2007 07/05/2007 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: 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. 5: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 6: All wood to remain in placed concrete shall be treated wood. 7: 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. 8: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206431- 3670). 11: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 13: Contractor shall notify Public Works Project Inspector Mr. Greg Villanueva at (206)433-0179 of commencement and completion of work at least 24 hours in advance. 14: Work affecting traffic flows shall be closely coordinated with the Public Works Project Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 15: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified D07 -227 Printed: 07 -05 -2007 20: ** *PLANNING DEPARTMENT CONDITIONS * ** doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us * *continued on next page ** flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 16: Any material spilled onto any street shall be cleaned up immediately. 17: The Land Altering Permit Fee is based upon an estimated 20 cubic yards of cut and 300 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the fmal quantity and pay the difference in permit fee prior to the Final Inspection. 18: Coordinate removal of 8" gore stripe w /street Superintendent & Public Works Project Inspector. 19: Coordinate with the Public Works Project Inspector prior to installation of the backflow device for the 1" water meter. Verify backflow device w/hot box, shown on plan sheet 1202, meets City standards. DCDV Assembly is adequate for backflow protection. 21: Prior to removal of any trees or site grading, the clearing limits must be clearly marked on -site to ensure there is not encroachment on the wetland or the wetland buffer area. 22: Fencing must be installed outside the clearing limits fencing adjacent to the 12 -inch coniferous fir that is being retained to prevent damage to the root system from equipment and vehicles. The fence should be installed well outside of the drip line of the tree (allow 1 foot of protective radius for every inch of trunk diameter). 23: Trees slated for removal that are in close prpoximity to trees being retained should be cut to the ground level and not pushed over with equipment. 24: In lieu of a split rail fence to delineate the boudnary between the garden aea and the buffer area, signage shall be posted that reads: "Protection of this natural area is in your care. Alteration or disturbance is prohibited pursuant to TMC 18.45. Please call the City of Tukwila for more information." In addition, shrubs will be used to form a natural fence to inhibit human encroachment on the wetland beffer and wetland. 007 -227 Printed: 07-05 -2007 Signature: e.. Print Name: ��R �,� ► l l City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Date: doc: Cond - 10/06 D07 -227 Printed: 07 -05 -2007 CITY OF TUKWILA Community Developmen. apartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188. http://wwwatukwilawa.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 ** 5 -,1151f 5 v I King Co Assessor's Tax No.: / p,,,e Site Address: Suite Number: Floor: Tenant Name: flia.tA. agm., U3 94-t4 -- tft:va - New Tenant: 0 .... Yes 0 ..No Property Owners Name: 041 ok {7, c,.v...,-u 1 (,a, ( rlt. s ~ ) Mailing Address: 6,2.ext c rtt orA.l -i /g(•d• 77411 -+v/ . cox 96-I es- City Name: Company Name: Mailing Address: VkLu. X11% Mailing Address: t- U. 7.4 � •4- ' c- . E -Mail Address: r € G; • Lea. sus OT' RACTOR,INFORMATI (Contractor Information for (pg 4) for plumbing and Gas Piping (pg 2O. Sox 9C3 . b Contact Person: t-w A.1,4e15.... E-Mail Address: ('Q re/ e s u.rtiA s*vvk @ car 4 4..A e _ f Contractor Registration Number: 6 d f- q -13G • City State Day Telephone: 2 ab-7b7.7.1144 Fax Number. 7,27c, - 76 - p. >m1 u k 4frosl City State hp Day Telephone: 4'2 C-q4 - 81•$ Fax Number: YZ S- 'ft 3 — 0 2 533 Expiration Date: Company Name: 1;11.tfts er (3 ra.uva Mailing Address: (5�VO 6.2 rt�l . eSon, I to, (.0. 9 i fk City State Contact Person: 04 i - o.el �ar-a„nvt E -Mail Address: in rdad 6 e f64. r�bf4 Contact Person: E -Mail Address: QAApplicationaonns-Applications On Line\3 -2006 - Permit Application.doc Revised: 9.2006 bh te)- f fric s� State hp Day Telephone: Zoe • 7/4 - Bo Company Name: Mailing Address: Fax Number: %pi. - 3 f's!'r /L r't Zip Zip Page 1of6 ;r�l�wr r U , Valuation of Project (contractor's bid p... ): $ } 8 , (20 ° Existing Duilding Valuation: $ Scope of Work (please provide detailed information): -- ev1,1* s �; } r e Q s , 5 "). j r rt..i b l La S c l d rrf,S C x cA.el ‘4-2-€4—+ — - Will there be new rack storage? ❑.... Yes Number of Parking Stalls Provided: Standard: Q.1Applications\Fonns- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh y o If yes, a separate permit and plan submittal will be required. 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. Compact: Handicap: / Will there be a change in use? ....... Yes ❑ No If "yes ", explain: t4 -(2 iQa1 i (�- svi -y>/ i1,l FIRE PROTECTION /HAZARDOUS MATERIALS: / ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None n- Other (specify) /04 Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑....... Yes fig 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. Page 2 of 6 PUBLIC WORKS PERiVIIT,IN'"1RMATION - 206- 433 -0179 • Scope of Work (please provide detailed information): K_Total Cut .Total Fill •s • atAtIA 5,30 cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities .Frontage Improvements .Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water et t60/44 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 ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # Q:Wppliations\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh ...Sewer Main Extension Public Private ❑ ...Water Main Extension Public _ Private Call before you Dig: 1- 800 -424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. ' Wat r District Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Se er District . Tukwila ❑... ValVue ❑ .. Renton ❑ ...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Abandon Septic Tank ❑ . Curb Cut ix.. Pavement Cut ❑ .. Looped Fire Line ❑ .. Highline ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...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. Submitted with Application (mark boxes which apply): -.Civil Plans (Maximum Paper Size — 22" x 34 ") {.Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ . Grease Interceptor Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ...Water Only Meter Size " WO # ❑ ...Deduct Water Meter Size ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Mttit W -C Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: 014 BUJ 44 ul 64^ Day Telephone: Mailing Address: City State Zip Page 3 of 6 Unit Type. Qty ,. UnitTyPe Qty;:;: ;Unit Type .,.`, Q ty =: Boier /Compressor : :. Qty Fumace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 ___ /100,000,;Br[J ` Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct 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 1GAL YLKM 1'_ iNJ Ul MAT MECHANICAL CONTRACTOR IN I RMATION 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 .... 0 Commercial: New .... 0 Replacement .... ❑ Fuel Type: Electric ❑ Gas _ID Other: Indicate type of mechanical work being installed and the quantity below: State Zip Q:WpplicationsTorms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 4 of 6 Fixture Type: yP ' - ':Qty " Fixture Type: ' ` Qty 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 ` PLUMBING AND. GAS PIPING PERMIT INFORMATION - 206- 431 -16 ' Building Use (per Intl Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Sewer: Q:\ Applications\Ponns-Applications On Line0-2006 - Permit Application.doc Revised: 9-2006 bh PLUMBING AND GAS PIPING CONTRACTOR 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): Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Page 5 of 6 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. BUILDING OWNER e R AUTHO ' D AGENT: Signature: Print Name: Mailing Address: Date Application Accepted: �'-I- -1 I I ay 214 z 5. Q:\Applications\Forms- Applications On Line \3-2006 - Permit Application.doc Revised: 9 -2006 bh Date: G -)O - D Day Telephone: Ot G.- 96 7 - ?4 City 1/' State Zip Date Application Expires: Staff Initials: c f.. Page 6 of 6 Parcel No.: 1276300005 Permit Number: D07 -227 Address: 5311 S 144 ST TUKW Status: APPROVED Suite No: Applied Date: 06/22/2007 Applicant: MACADAM WINTER GARDEN Issue Date: Receipt No.: R07 -01298 Initials: JEM Payment Date: 07/05/2007 01:20 PM User ID: 1165 Balance: $0.00 Payee: PARKS ACCT NO 3070 TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description Payment Other 1,559.00 PW BASE APPLICATION FEE PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW PW PERMIT /INSPECTION 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 Account Code Current Pmts 000/322.100 000/342.400 000/345.830 000/342.400 000/345.830 RECEIPT Payment Amount: $1,559.00 Amount 250.00 72.00 37.00 600.00 600.00 Total: $1,559.00 0016 07/05 9716 TOTAL 0.00 doc: Receiot -06 Printed: 07 -05 -2007 Parcel No.: 1276300005 Permit Number: D07 -227 Address: 5311 S 144 ST TUKW Status: PENDING Suite No: Applied Date: 06/22/2007 Applicant: MACADAM WINTER GARDEN Issue Date: Receipt No.: R07 -01207 Initials: JEM User ID: 1165 Payee: ACCT NO. 301005947604970 TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description Payment Other 661.50 BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Total: $661.50 Payment Amount: $661.50 Payment Date: 06/22/2007 11:04 AM Balance: $0.00 Amount 398.18 258.82 4.50 9604 06/22 9 716 TOTAL 0.00 doc: Receiot -06 Printed: 06-22 -2007 Proj�i /IA f (SOO i.1'ktit v4itiel/ Type of Inspection: 544 ' Address: 53 tl S / yyJt Date Called: 0zAzivk- Special Instructions: Y Date Wanted: a.m. p.m. Requester: Phone No: L w INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. E1 Corrections required prior to approval. COMMENTS: 33 6i/ r, .ti1J e 9 Inspector: GA1 Date: " 470 El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee roust be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: , 71764 4? 111;1&‘/etr4t/5 Type of Inspection: /--- / , Lbg / Address: •- S / Date Called: Special Instructions: Date / Wanted o /P Requester: Phone No g5 INSPECTION RECORD Retain a copy with permit INSP ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 A7-a7 PERMIT NO. (206)431-3670 tOA Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Per 141 1 Aro/1 //:7 vo / I Da7 r: .00 REINSPECTION FE: REQUIRED to inspection, fee must be id at 6300 Southcenter lvd.. Suite 00. Call the schedule reinspection. 'Date: ipt No.: Proj t : 4( 1U, ( 4/ ki, ' Type Inspection: 9 7 f�vs X2,7 7)116 Addr ss: Date Called: Special Instructions: Date Wante Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 -nd7 -7z PERMIT NO. (206)431 -3670 COMMENTS: _2 pity ,,(46 II .00 REINSPECT ON FEE REQyIRED. Prior to inspection. fee must be id at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. ceipt No.: IDa7 _ 'Date: Approved per applicable codes. Corrections required prior to approval. Project: Cr' <666 m W , - er o / Type of Inspe on: Pw Fi 4 41, Addres 3)I ly� Date Called: 124 Si /o1 Special Instructions: Date Wanted: i /i /o7 m, Requester: Phone No: ;d C COMMENTS: 5 5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. El Corrections required prior to approval. ti 'Inspector: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Pjpject: i VIGIL Qv{ 1A4 t , , ` t ►- "" 1 /I"l i..4,44' pe of Inspection: �v� Address: �/ s. X44/ A Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Ut INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 107- 2 PERMIT NO. (206)431 -3670 D Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 7/ I(/1) ? j(? w v lA .m r (Ati kiv Co e I s�. Inspector: l�F'� -46(4 El El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: IDate: Peter 514 -19t A t ` k-V"t 1 I PS Designer 9 !! (, \\p( o r � ,�� Ghent (t/,1"1,1' l sahl Structural Engineering, Inc. t • Suite 0 liattte, WA 98112 • 206.322.4518 • www.paostructurat.COm �l Project Date Sheet 007 ACMES .[1� 12 -11 -2007 RICK STILL 12424 42 AV S TUKWILA WA 98168 RE: Permit No. D07 -227 5311 S 144 ST TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be In writinx and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 01/12/2008, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, .fer Marshall, Permit Technician XC: Permit File No. D07 -227 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 City of Tukwila Department of Community Development Steve Lancaster, Director PLANNING DIVISION COMMENTS DATE: July 3, 2007 CONTACT: Rick Still, Tukwila Parks and Recreation Dept. RE: D07 -227, Macadam Winter Garden ADDRESS: 5 311 S. 144 Street This project was the subject of two land use application: L05 -012 (Special Permission Director, SAO) and L05 -037 (tree cutting permit) due to work that was proposed in a wetland buffer and the proposed removal of trees in a wetland buffer. The project has since been revised to exclude any removal of trees in the wetland buffer and to reduce the scale of work in the wetland buffer. As a result, the original conditions of approval for the land use applications are revised as follows below. If you have any questions on the requested revision, Carol Lumb is the planner assigned to the file and can be reached at 206 - 431 -3661. 1. Prior to the removal of any trees or site grading, the clearing limits must be clearly marked on -site to ensure there is no encroachment on the wetland or the wetland buffer enhancement area. 2. Fencing must be installed outside the clearing limits fencing adjacent to the 12 -inch coniferous fir that is being retained to prevent damage to the root system from equipment and vehicles. The fence should be installed well outside of the drip line of the tree (allow 1 foot of protective radius for every inch of trunk diameter). 3. Trees slated for removal that are in close proximity to trees being retained should be cut to the ground level and not pushed over with equipment. 4. In lieu of a split rail fence to delineate the boundary between the garden area and the buffer area, signage shall be posted that reads: "Protection of this natural area is in your care. Alteration or disturbance is prohibited pursuant to TMC 18.45. Please call the City of Tukwila for more information." In addition, shrubs will be used to form a natural fence to inhibit human encroachment on the wetland buffer and wetland. CL q: \General \2007- Memos \D07- 277.doc Page 1 of 1 07/03/2007 12:28:00 PM Steven M Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: D07 -227 DATE: 06 -22 -07 PROJECT NAME: MACADAM WINTER GARDEN SITE ADDRESS: 5311 S 144 ST X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: / ^2 Buil • i 1 Divi ion Publi Works 1�1/�� ��1�1��1 Structural T?�6� -I'YV1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: Documents/routing slip.doc 2 -28-02 REVIEWER'S INITIALS: Approved with Conditions " 2 J°7 ti ' C 'Division sio Fire Prevention Panning ❑ Permit Coordinator ❑ DUE DATE: 06-26-07 Not Applicable n ❑ No further Review Required DATE: DUE DATE: 07-24-07 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 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 1" 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. PROJECT NAME 11 A C s4 bAM I /NTE.A Giqgt PERMIT 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. • APPLICATION - FEE • Enter total construction cost for each improvement General Erosion prevention Water Sewer Storm water Road /Parking /Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) 5. GRADING Plan Review and Permit Fees Enter total excavation volume 20 Enter total fill volume 3G0 Use the following table to estimate the grading application fee. Use the greater of mes. TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION ( + + $ Ben 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. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 1 category: /Ooo /5bo Zoo I'? f 8 Gc• 2 ¢� o co $ 37 °= cubic yards cubic yards $250 (1) (4) (5) QUANTITY IN CUBIC YARDS RATE 50 or Tess $23.50 51 -100 $37.00 101 -1,000 $37.00 for 1S 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 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C +D) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of - roadway- surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 2 $ 6 = (6) $ 12 (8) Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 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. 1Nater Meter - = Permanent* -- D. Water Meter -Water only* ------ - E. Water Meter- Temporary* 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) B. Allentown Sewer (Ordinance 1777) C. Ryan Hill Water (Ordinance 1777) D. Special Connection (TMC Title 14) E. Duwamish F. Storm Drainage Mitigation G. Other Fees CASGft:1/42)E umereit /9 c.Lt,4 j (Re DUE WHEN PERMIT IS ISSUED * Refer to the Water Meter Fees in Bulletin Al Total A through E ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. 3 $ ( $ Total A through G $ (10) 70 6 ( + + + + $ License Information License LWSUNI"011PF Licensee Name L W SUNDSTROM INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601984136 Ind. Ins. Account Id Business Type CORPORATION Address 1 PO BOX 893 Address 2 City RAVENSDALE County KING State WA Zip 980510893 Phone 4254138158 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 10/6/1999 Expiration Date 10/2/2008 Suspend Date Separation Date Parent Company Previous License VALLEFS055MS Next License Associated License Business Owner Information Name Role Effective Date Expiration Date SUNDSTROM, LENNART 01/01/1980 SUNDSTROM, CARRIE 01/01/1980 SUNDSTROM, LENNART - STAT AGNT 01/01/1980 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= LWSUNI *011PF 07/05/2007 Johnson DESIGN GROUP, Architecture Landscape Planning 15200 52nd Suite Seattle, WA Phone 206.766.8300 Fax 206.766.8080 www.jbdg.corn Greg L. Allwine, Melvin R. Easter, d fl STATE WASHINGT - EGISTERED Air Braund INC. Architecture Avenue South 200 98188 AIA ASLA 6 4 � OF ❑N VIN R. EASTER CERTIFICATE N 0.398 ISSUE DATES REV. DATE DESCR. 4 -20 -07 BID SET z w O Ct 0 �/ . d- N h 0 a N . w PROJECT # 0421 FILE NAME: 0421 -L001 DRAWN BY: LP /MB COVER SHEET 0 0 I NOT FOR CONSTRUCTION BID SET ❑ ❑ SITE MAP PROJECT TEAM LANDSCAPE ARCHITECT: MACADAM JOHNSON BRAUND DESIGN GROUP, INC. 15200 52ND AVENUE SOUTH SUITE 200 SEATTLE, WA 98188 TEL: (206) 766 -8300 FAX: (206) 766 -8080 CONTACT: MICHAEL BROWN, ASLA CITY OF TUKWILA PARKS & RECREATION DEPARTMENT 12424 42ND AVENUE SOUTH TUKWILA, WASHINGTON 98168 CIVIL ENGINEER: INT PREPARED FOR: L001 L002 L010 L011 L012 L020 L101 L102 L103 L104 L105 PACIFIC ENGINEERING DESIGN, LLC 4180 LIND AVE. SW. RENTON, WA 98055 TEL: (425) 251 -8811 FAX: (425) 251 -8880 CONTACT: GREG DIENER, PE SHEET INDEX ARDEN COVER SHEET SITE SURVEY SITE PLAN & LAYOUT PLAN GRADING PLAN EXISTING TREE PLAN SITE DETAILS S01 STRUCTURAL DETAILS C01 COVER SHEET CO2 NOTES AND SPECIFICATIONS CO3 PLAN & PROFILE (53RD AVE. S.) C04 PLAN (144th ST. S) & DETAILS CO5 TEMPORARY EROSION CONTROL PLAN C06 DETAILS WINTER GEMS ROOM PLANTING PLAN DWARF CONIFERS ROOM PLANTING PLAN THE RIVER WOODS ROOM PLANTING PLAN MAPLE WAY ROOM PLANTING PLAN NATURE'S VEIL PLANTING PLAN 1201 IRRIGATION PLAN 1202 IRRIGATION NOTES & DETAILS STRUCTURAL ENGINEER: MU COPY Permit No. Plan review : rovai Is subject to errors and omissions. Ppprov:.I c: cen_'t.:etion documents does not authorize the vio ::.:� c; r ~7 accepted code or ordinanco. Receipt of apprcv:.J I Copy end coed :bons is acknowledged: By Date: City of Tukwila BUILDING DMSION ❑ ❑ At D'AMATO CONVERSANO INC. 10900 NE 4TH STREET, STE 1200 BELLEVUE, WA 98004 TEL: (425) 827 -2238 FAX: (425) 827 -8986 CONTACT: MARK D'AMATO, PE These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By Z D'7 0 £: TE PERImn r,:rz;JZRED FOR: C�'leectttanicaf Y' � , �ri 0 Plumbing © Gas Piping C.7 of Tukwila SUILDIN3 DIVISION FtEVISIOINIS no chen cs shall be made to the ccci;. c • .: t ::Rout prior approves. c "r • NOTE: 11c% . _ _ , W;EI require a new plan c;sbm ;Ital and rnc;r in dude additional plan review fees. RECEIVED cn•v OF TUKWILA 'JUN 2 2 2007 PERMIT CEO ;TE4 224. CAD /CALC DRAWN BD PLAT CHK CB RIM = 166.93 IE 8 "CONC(E)= 164.53 30' I CC &G -- _166 --' -SS SS SS CCNC WALK 2" 41 OW 2' • 1 -166 - - -- - ---- PON/EUAREc (2)6 POINT # 7 176240.47553 1285821.10436 167.92 548 -1.7 M/W 12 12%16 DEC 6 8 6 13 8 / 14 ODEC �C 2)6 14 - DEC 6 ",(2)8 •CHERRY F -- V1OP3 3 - 511.5-133 _ - - 2}6 10 L CCNC WALK GATE o 0 5 FENCE 0, 166- -s CONC WALK 1 2.5' PICKET FENCE COULD NOT FIND END CONC WALL POWER CABINET CB RIM = 162.03 1E 6 "CONC(NW)- 160.93 IE 12 "CMP(S)= 160.83 CB RIM= 161.52 -----' IE 12 "CMP(N --S)- 159.72 STEEL TRACK FOR GATE CONC PAD WITH GATE MOTOR IE 12 "CMP =159.7 IE 6 "CONC =158.5 CB RIM= 159.24 IE 6 "CONC(N)=157.79 IE 8 "CONC(E)= 157.79 IE 12 "CPEP(S)= 15739 SS RIM= 166.61 IE 8 "PVC(E)= 155.86 IE 12 "PVC(S) =164.86 0 a r) POINT # 2 176220.85287 1285669.14127 166.00 548-1.2 MIC SD - - - ---- SD A 6 J -166 - - -. 30' REVISION to N '6 C S MT4 aar.,'s.e E VCITT (r � 30 30' BUS STOP CONC • r • / r SS RIM = 162.76 CL CHNL 12 "PVC(N- S)= 150.86 CB RIM = 165.43 IE 8 "CONC(N)= 162.63 IE 8 "CONC(W) =162.53 IE 12 "CONC(E)= 162.23 POINT # 6 GRASS 176107.43928 1285685.40194 163.42 548 -1.6 M /Wr \ tr) GRAVEL 01.0 FLAG r t / / I 1 / I u ¢ ' • 12 " DEC 121DEC 1. � - `; a o IE 8 "CONC=155' - . ~158- `� DATE ASPHALT DRIVE • ▪ ~ -162 GRAVEL / WEILAND BU 8 r� (2)18"DEC - ( ( \8`DEC BY APP'D 16 GRASS 4 a r DEC 1 6:2 ,., "DEC �' (2)10 - DEC r - � \� \ �1 - 1 • N (2)6 DEC 8 - DE CB RIM = 165.64 IE 8 "CONC(S)= 163.89 GRASS 6'O 2B 3.'QEC 6 WtF -3 16'D (2)1013EC ~ "'20 "DEC A r / 4 "DE \ ALF -5 28 12 ".16`DEC _ -166 - 0 12`DEC GRASS ,G4r 160 NLF -6 7 12`CON 14 \6ti -. \ \ c N5 ! r f / � r . 1 \ o , `v 1 f L 12"CON • 6 ".(2)16 1 l r 12 "CC 1 ) V / 1erCON 50.00' Kirkland Seattle 1 IE18 "CONC =160.1 CB RIM = 167.88 IE 12 "CONC(E)= 161.68 IE 12 "CONC(W) =161.78 IE 18 "CONC(N)= 161.63 112 s C (2)24 11LF-BI 1 / 1 ( 1 r r r 1 rI SS , r N88 , , 46'33 W / ASPHALT : --- - -- 1 - - - - - . 1 468.98' \ 1 t t 1 \ CC&G r, I \ I / I \ "- CB ( CB RIM = 168.01 IE 18 "CONC(N -S)= 160.91 - 168_ - - - -166- - ` - 164 - _` ■ 14`bfe Engineering Planning Surveying Penhallegon Associates Consulting Engineers, Inc. 750 Sixth Street South Kirkland, WA 98033 www.paceengrs.cem PH: (425) 827 --2014 1 -800- 945 -8408 FAX: (425) 827 -5043 1NF -11 , SS r 1 81EC 1 t. SS RIM = 170.11 �t 1 7 t i ei G1_, CHNL 8 "PVC(E- W)= 157.11 i t \ 1 _ _..._ - _- 1 1 \ 1 \ 1 I I 1 / , 1 / , 1 13 0 1 6`0EC" VAT-10 / ) 3 1 1 t 1 \ 1 1 1 LJSD7= ,1 CONC WALK / r A ti,„ ^7 -~ --- -9H A1- +41� �- ` 1 10 ` ` \ `, ` ,1 ' A. ` 1 , -- : ▪ \ / / / / � \ � 1 1 1 ( '.> •-• 158 r , `1\\-- te' l J \ \ \ \56 I \ �\ \ ` \ \\ �.` I CC &G r r O r) 0 r) 4"X4" WOOlfr ■ WINTER GARDEN PARK • a. CB RIM=180.83 -164 SS RIM=183.25 CB RIM=180.62 ifig Ig DATE 7/30/2004 PG/BD 548 & ELEC. DWG FILE 4459-SRV SCALE SURVEY TEAM FIELD BOOK 0 RECORD LEGAL DESCRIPTION: PER KING COUNTY ASSESSOR LOTS 1 THROUGH 3 AND THE NORTH 14 FEET OF LOT 4 ALL IN W. P. BUSH QUARTER ACRE TRACTS, PER PLAT RECORDED IN VOLUME 17 OF PLATS PAGE 26 RECORDS OF KING COUNTY WASHINGTON. LEGEND VI WATER VALVE _6_ HYDRANT E13 WATER METER IC) 0 MANHOLES (SS/SD) 0 CB -0- POWER/UTILITY POLE E- GUY ANCHOR POWER/TELEPHONE VAULT in TELEPHONE/TV RISER X SPOT ELEVATION MAILBOX CI:=02 ROCKERY 0 DECIDUOUS TREE & FOUND CASED MONUMENT * FOUND SURFACE MONUMENT 4- MAC NAIL AND WASHER CC&G CONCRETE CURB AND GUTTER IV SS SD UGP UGT NOTES: CONIFEROUS TREE HORIZONTAL DATUM: NAD '53 '91 WASHINGTON COORDINATE SYSTEM NORTH ZONE BASED ON WSDOT COORDINATE POINTS DESIGNATED BY THE NAMES IS17162 AND HC17-5. VERTICAL DATUM: NAVD 88 BASED ON WSDOT POINT DESIGNATED BY THE NAME 1517162, WITH A PUBLISHED ELEVATION OF 48.573 METERS (159.360 FEET). SITE AREA: 35,989 55. 0.826 ACRES ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED. THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS TAKEN IN JULY ,2004, UNLESS OTHERWISE INDICATED. WORK PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: (A) 2" GEODIMETER 600 SERIES ELECTRONIC TOTAL STATION, MAINTAINED TO THE MANUFACTURER'S SPECIFICATIONS PER W.A.C. 332-130'-100. (B) FIELD TRAVERSE, EXCEEDING REQUIREMENTS SET FORTH IN THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY PRESENTS SURFACE FEATURES LOCATED DURING THE COURSE OF THIS SURVEY. LIDAR POINT DATA FROM KING COUNTY WAS USED TO PROVIDE THE CONTOURS WITHIN THE PLATTED LOTS. GROUND SURVEY CONTOURS WERE GENERATED WITHIN THE RIGHTS-OF WAY. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED SOLELY UPON INFORMATION PROVIDED BY OTHERS AND PENHALLEGON ASSOC. DOES NOT ACCEPT RESPONSIBILITY OR ASSUME LIABILITY FOR THEIR ACCURACY OR COMPLETENESS. CONTRACTOR/ENGINEERS SHALL VERIFY EXACT SIZE AND LOCATION PRIOR TO CONSTRUCTION. CALL FOR LOCATE: UTILITY LOCATION SERVICE: 1-800-425-5555. ALL MONUMENTS INDICATED AS FOUND WERE RECOVERED DURING THE COURSE OF THIS SURVEY AT THE DATE SHOWN IN THE SURVEYOR'S CERTIFICATE, UNLESS OTHERWISE NOTED. DECLARATION DAVID FULTON- P.L.S. #32429 TOPOGRAPHIC SURVEY FOR CITY OF TUKWILA CENTER LINES PROPERTY LINES RIGHT-OF-WAY LINES WATER LINE SANITARY SEWER LINE STORM DRAIN LINE GAS LINE UNDERGROUND POWER LINES UNDERGROUND TELEPHONE LINES CHAIN LINK FENCE WOOD FENCE I HEREBY DECLARE THAT THIS DRAWING REPRESENTS A SURVEY CONDUCTED BY PENHALLEGON ASSOC. INC., UNDER MY SUPERVISION: AND THAT THE DIMENSIONS AND BEARINGS SHOWN HEREON CORRECTLY REFLECT THE INTENT OF THE LEGAL DESCRIPTION, AS PROVIDED TO US, OF THE SUBJECT PROPERTY. AND THAT THE SPOT ELEVATIONS AND TOPOGRAPHIC FEATURES SHOWN HEREON ARE AS FIELD IDENTIFIED AND LOCATED UNLES THERW1SE NOTED. oil la/ 2/ Zoot-i e. RECEIVED TuK 'JUN 22 2007 'EtimiT CENTER PROJECT NO. 04459.10 L002 ca Ns- cc cl cc WHITE SILKSCREEN SYMBOL AND COPY ON BLUE REFLECTIVE VINYL BACKGROUND BLUE VINYL TO MATCH STATE & FEDERAL STANDARDS COLOR FINISH GRADE SCALE: 3/4" - 1' -0" 1'-6" RESERVED PARKING STATE DISABLED PARKING PERMIT REQl11RED �u�s.- �r�wl ■�s:�■:IrN: ■�y�ra�yy����rn�s�R i REMOVE MAILBOX DEPT. A 5 WIDE PATH ENTRY STRUCTURE L020 AND RELOCATE EXISTING S. COORD. WITH PARKS D POST OFFICE. r • III 1, • 1 '; • 1 1 1. • _.I . .1 .:: . EXISTING ROCKERY TO REMAIN 5' WIDE PATH mIoNtl r,-, TREX BR 5' WIDE PATH TREX BOARDWALK 1' -6" n INSTALL SIGN TO POST WITH BOLT AND NUT, 2 LOCATIONS. 2X2 STEEL - TUBE POST III — III — III III - I I�I Ic III III — =111=111E111_= I I ,..r -1 I � I II I —II . .. 1 I:.a II I 11 I I =1 11 =1 I �, 1 11 11 I_ I �: . 111-----1 I ----I I ,h7 � I 1 -1 111-- 1- - — � I —I I I I I I I r i 1 1 1 I I I —^-^ ACCESSIBLE NOTIFICATION SIGN OPE / , , 1 '1 it j ;I i - 45' 29' -1" 4' -2" 32'-5" 35'- I I 1 , I k 1.1 .i;l; i , ; 1,,', „•'i REMOVE EXISTING GRAVEL AND USE FOR PATHWAY SUBBASE ' I ; I , 'l; . ;1 0 0 . 1 i 1 1 '; ) 1 1 ;1•14,; 1•! s If I l l i 1 1 ",f.1t 11 NEW ROCKERY -- SEE CIVIL DWGS 1'1;1(.6( 1 1 1 1 1 1 1 1 1 s i 1 SCALE: 1" = 10' 0 5 10 LEGEND: EXISTING TREES TO BE SAVED N07E: SEE SHEET L012 FOR TREE REMOVAL SEE SPEC REGARDING PROTECTION AND PRESERVATION OF EXISTING TREE. SITE PLAN 20 GENERAL NOTES 1. REFER TO CIVIL ENGINEERING PLANS FOR LAYOUT OF PARKING LOTS, SIDEWALKS, CURBING, DRIVES, RETAINING WALLS, ROCKERIES, DRAINAGE FACILITIES, ETC. 2. PROVIDE H/C RAMPS TRANSITIONS BETWEEN SIDEWALKS AND PARKING AS SHOWN ON CIVIL DRAWINGS. 3. LANDSCAPE ARCHITECT TO APPROVE CENTERLINE LAYOUT OF PATH PRIOR TO INSTALLATION. e : JUL\ — 2111 1' 7 30 RECEIVED erTY O TUKWILA 'JUN 2 2 2007i r M1T CENTER Johnson Braund DESIGN GROUP, INC. Architecture Landscape Architecture Planning 15200 52nd Avenue South Suite 200 Seattle, WA 98188 Greg L. Allwine, AIA Melvin R. Easter, ASLA Phone 206.766.8300 Fax 206.766.8080 www.jbdg.com STATE OF WASHINGT ❑N REGISTERED MEL 1 R. EAS'ER CERTIFICATE NO.398 ISSUE DATES REV. DATE 4 -20 -07 DESCR. BID SET z w 0 0 Ct W I- W Z Z 0 CD $ aZ S ❑2 w 2 Z Z ¢ a z • Q oo - Q w06 Q W � iliA U S[ a ❑ W �4 ❑ Q (/) oo a a ❑ ' a z Q _ T O F PROJECT # 0421 FILE NAME: 0421 -L010 DRAWN BY: LP /MB SITE & LAYOUT PLAN L010 NOT FOR CONSTRUCTION 1 BID SET Johnson Braund DESIGN GROUP, INC. Architecture Landscape Architecture Planning 15200 52nd Avenue South Suite 200 Seattle, WA 98188 Phone 206.766.8300 Fax 206.766.8080 www.jbdg.com Greg L. Allwine, AIA Melvin R. Easter, ASLA Cr STATE OF WASHINGT ❑N REGISTERED ��;' 4P.. 2ff1 Ao r ` 3 I R. EASTER CERTIFICATE N ❑.398 ISSUE DATES REV. DATE DESCR. 4 -20 -07 BID SET z W ❑ Et < 0 M r) d m N 1 N. (0 N. C° N . W PROJECT # 0421 FILE NAME: 0421 -L011 DRAWN BY: LP /MB GRADING PLAN NOT FOR CONSTRUCTION] RIP SET er ( emierti „Q11M 11•170.1111 igamsig reSIFSE31 1 rat ' 1 l � • 1 1`x' 1 .I 1 1 cr msK 1 1 '1 11 11 1 1 1 1 i 11 i, ,1 r, 1 1.► 1` y 111 ,'i 1 f; 11 'i • 1 I I I ( 1 , ; irj I 1 0 SCALE: 1" = 10' 1 LEGEND: NOTE: 4" PERFORATED DRAINAGE PIPE, SEE DETAIL #3 SHEET L020 4" FILL TOPSOIL MIX IN TURF AREAS BERMS 4 -30" FILL TOPSOIL MIX DRY STREAM BED 0 "--18" CUT 1. ALL CONTOUR GRADES SHOWN ARE TOP SOIL DEPTHS RELATIVE TO THE EXISTING GRADE. 2. SLOPE ALL DRAINLINES TO DRY STREAM BED. GRADING PLAN 0 5 10 20 30 : a ] r! RECEIVED CITY OF TUK I A JUN 2 2 2007 PERmi7 CENTTk EC COTTONWOOD (2)12 "DEC COTTONWOOD 8 "DEC COTTO 16 "DEC POPLAR 12 "DEC POPLA 6 "DEC ALDE �1 6"DEC ALDE FR7 Ara I— ■ MM. w w w •■•■MI rr 12 ",14 "DEC COTTONWOOD ( COTTO 14 "DE TTO WETLA \D BUFFER 0 citi eE TLAND BUFFER IT 8 "DEC 8 CH RRY 2O 2)10 " EC TTO WOOD 28 "DEC POPLAR 20 "DEC • 12 "DEC COTTONWO 24 "DEC POPLAR 28 "DEC POPLAR / / 0 6 "CHERRY 401 7"DEC 12 "CON FIR IR i i2 - ,67 O! L 50.00' 11 ",(2)8 "CHERRY e s 0, 12 "CON FIR WETLAND BUFFER ENHANCEMENT LIMIT TO WOO r r 8'DEC ALDER, 14" r j 6 "DELI COTTON 00 / 1 / �� - - -- ® ff � 0 0 o, (2)6 "DEC 6 "DEC LEGEND: ** EXISTING TREES TO BE REMOVED EXISTING TREES TO BE SAVED NOTE: SEE SPEC REGARDING PROTECTION AND PRESERVATION OF EXISTING TREE. RECEIVED CITY OF TUKWIL4 JUN 22 2007 PEPMIT C ENT 0 EXISTING TREE PLAN SCALE: t'= 01imans:rmw4)0 Johnson Braund DESIGN GROUP, INC. Architecture Landscape Architecture Planning 15200 52nd Avenue South Suite 200 Seattle, WA 98188 Phone 206.766.8300 Fax 206.766.8080 www.jbdg.corn Greg L. Al!wine, AIA Melvin R. Easter, ASLA C STATE OF WASHINGTON REGISTERED /), ! .■ 7 A . H _, of , 1 'r R. EASTER CERTIFICATE NU.398 ISSUE DATES REV. DATE DESCR. 4 -20 -07 BID SET z W PARKS & RECREATION DEPARTMENT CITY OF TUKWILA, WASHINGTON (206) 767 -2343 THESE DRAWINGS WERE PREPARED FOR THE "MACADAM WINTER PARK" IN TUKWILA. WASHINGTON 0 JOHNSON BRAUND DESIGN GROUP. INC. PROJECT # 0421 FILE NAME: 0421 -L012 DRAWN BY: LP /MB 1 EXISTING TREE PLAN 012 NOT FOR CONSTRUCTION] BID SET EC COTTONWOOD (2)12 "DEC COTTONWOOD 8 "DEC COTTO 16 "DEC POPLAR 12 "DEC POPLA 6 "DEC ALDE �1 6"DEC ALDE FR7 Ara I— ■ MM. w w w •■•■MI rr 12 ",14 "DEC COTTONWOOD ( COTTO 14 "DE TTO WETLA \D BUFFER 0 citi eE TLAND BUFFER IT 8 "DEC 8 CH RRY 2O 2)10 " EC TTO WOOD 28 "DEC POPLAR 20 "DEC • 12 "DEC COTTONWO 24 "DEC POPLAR 28 "DEC POPLAR / / 0 6 "CHERRY 401 7"DEC 12 "CON FIR IR i i2 - ,67 O! L 50.00' 11 ",(2)8 "CHERRY e s 0, 12 "CON FIR WETLAND BUFFER ENHANCEMENT LIMIT TO WOO r r 8'DEC ALDER, 14" r j 6 "DELI COTTON 00 / 1 / �� - - -- ® ff � 0 0 o, (2)6 "DEC 6 "DEC LEGEND: ** EXISTING TREES TO BE REMOVED EXISTING TREES TO BE SAVED NOTE: SEE SPEC REGARDING PROTECTION AND PRESERVATION OF EXISTING TREE. RECEIVED CITY OF TUKWIL4 JUN 22 2007 PEPMIT C ENT 0 EXISTING TREE PLAN SCALE: t'= 01imans:rmw4)0 M A A A M N T R G A 4. . . 2' SECOND ENTRY STRUCTURE SCALE: 1/2" = 1' -0" SCALE: 1" = 1' -0" STRUCTURAL STEEL T ON TOP OF COLUMNS. SEE SHEET S01 FOR STRUCTURAL ENGINEER'S DETAILS. T— CHANNEL STEEL STRUCTURE TO ENGINEER'S DETAIL #1 SHEET S01. INSTALL /ATTACH TO STEEL POSTS. FINISH GRADE STRUCTURE TO BE CENTERED OVER PATH. ELEVATION 4 .4 PLAN 10' -4" CL 10' 4 TREX BOARDWALK FRONT k 5' -2" — 1 1 1 1 1 � 2X8 PT. JOIST � I 2X8 PT. IP 4' 0.0 I I BLOCKING DRY STREAM BED BOTTOM ELEVATION 4? z 0 U 0 -J 0 4 TUBE STEEL GRILLE, SEE DETAIL #2 SHT. L022. INSTALL /WELL TO T— CHANNEL STEEL FRAMES 8" SQUARE STEEL POST PROVIDE AND INSTALL STRUCTURAL STEEL POST AND EMBED PLATE TO ENGINEER'S DETAIL 4 SHEET 501. FOOTING TO STRUCTURAL ENGINEER'S DETAIL #4, TYP. SEE SHEET 501. 4X4 TREX EDGE RAIL 1X4X4 TREX BLOCKING 3' 0.0 2X6 TREX DECKING 4X8 PT. BEAM 11/41[411.11111r1111111 r 1 FOOTING TO STRUCTURAL ENGINEER'S DETAIL #2, TYP. SEE SHEET 501. NOTE: TREX COLOR TO BE "SADDLE ". ■I. ■■i ■i .�► i.�■ i ►�■i►� ■i ► — 411 ∎ ■►1► ■►i► ■►i► ■►1:� i 4 / / 7 D 7l / / ll l T /// // l / //// % /// / I . : r I //l l / / ' / Of /l i 7l / l / 1 / % l %// / J '/ l /I /II ll /D '// 7 / / / // / J ` 3' 0.C. f1,./ 1/5 1/ TYP. GRILLE WORK /ORNAMENT /TEXT DETAIL SCALE: 3" = 1' -0" DRY STREAM BED BOTTOM SIDE 6' 0.0 /- TUBULAR STEEL FRAME BAR STEEL PICKETS AND ORNAMENT WATER CUT PLATE STEEL LETTERS, EAGLEFEATHER FONT T- CHANNEL Da c6 a 4 a 4 4 e iMigA FOR LOCATION OF WHEAT STALK OR LEAF DESIGN - -SEE ELEVATIONS CV METAL NOTES PAINT COLORS: 1. T— CHANNEL METAL STRUCTURE SHALL BE PAINTED FORREST GREEN. 2. METAL GRILLES AND RAILINGS SHALL BE PAINTED FORREST GREEN. LETTERS SHALL BE PAINTED COPPER —COTE. 3. PAINT TO BE KYNAR 500 QUALITY, BERRIDGE STANDARD AND METALLIC COLORS. NOTE: CONTRACTOR TO APPLY, ACQUIRE, AND PAY FOR SIGNAGE PERMIT FOR THE ENTRY STRUCTURE. PATH SECTION SCALE: 1" = 1' -0" 8' —O" 0.C. POSTS, TYPICAL 7 -- MOUND TOP TO DRAIN AWAY FROM POST. I III CONCRETE BACKFILL - III I� 1 1 1 ii L ELEVATION POST & RAIL FENCE SCALE: 3/4" = 1' -0" 2" LAYERS OF 1" MINUS CRUSHED GRAVEL 4" PERFORATED PVC FLEXIBLE DRAINPIPE WITH FILTER FABRIC WRAP. SEE LAYOUT ON L011 8" LAYER OF COMPACT GRAVEL BASE FROM PARKING LOT/ SUPPLEMENT WITH i" MINUS AS NEEDED VARIES 4' -5' JUL 2001 RAIL, 3 -1/2" DIA 2 1/2" DIA. HOLE 5 -1/2" DIA POST NOTE: FENCE MATERIAL SHALL BE TREATED LODGE POLE PINE. RECEIVED CITY OF TtJ <w LA 'JUN 2 2 2007 HE(i11 I r CENTE11 111 Fv 3 ■ mmmmmw Johnson Braund DESIGN GROUP, INC. Architecture Landscape Architecture Planning 15200 52nd Avenue South Suite 200 Seattle, WA 98188 Phone 206.766.8300 Fax 206.766.8080 Greg L. Allwine, AIA Melvin R. Easter, ASLA R. EASTER CERTIFICATE N0.398 ISSUE DATES REV. DATE 4 -20 -07 DESCR. BID SET 0 < (T) z ❑ o � z w 0 w z www.jbdg.com STATE OF WASHINGTON REGISTERED 1— W • Z cc O < 0 114 Z • � • � UE W � C cn p O 0 PROJECT # 0421 FILE NAME: 0421 -L021 DRAWN BY: LP /MB SITE DETAILS L020 NOT FOR CONSTRUCTION BID SET STRUCTURAL GENERAL NOTES GENERAL REQUIREMENTS GOVERNING CODE: The "Intemational Building Code (IBC) ", 2003 Edition, as adopted and modified by the City of Tukwila shall govern design and construction REFERENCE STANDARDS: Reference to a specific section in a code does not relieve the contractor from compliance with the entire standard. The latest edition of the standard shall be used unless a specific date is indicated. NOTE PRIORITIES: Notes on the individual drawings govem over these general notes. SPECIFICATIONS: Refer to the contract specifications for information in addition to that contained in these notes and the structural drawings. STRUCTURAL DETAILS: The structural drawings are intended to show the general character and extent of the project and are not intended to show all details of the work. CONTRACTOR RESPONSIBILITIES: The contractor is responsible for the means and methods of construction and all job related safety standards such as OSHA and WSHA including those steel erection items specifically addressed in the latest OSHA regulations. The contractor is responsible for the strength and stability of the structure during construction and shall provide temporary shoring, bracing and other elements required to maintain stability until the structure is complete. It is the contractor's responsibility to be familiar with the work required in the construction documents and the requirements for executing it properly. The contractor shall at his discretion employ a Washington State registered civil, structural engineer PE, SE, for design of temporary bracing and shoring. Bolting and field welding at all member connections is to be completed prior to the release of the member from the hoisting mechanism unless reviewed and approved by the General Contractor's temporary bracing and shoring design engineer. Submit construction sequence to Architect/Engineer for review. SITE VERIFICATION: The contractor shall verify all dimensions and conditions at the site. ADJACENT UTILITIES: The contractor shall determine the location of all adjacent underground utilities prior to earthwork, foundations, shoring, and excavation. Any utility information shown on the drawings and details is approximate and not necessarily complete. SUBMITTALS SUBMITTALS: Submittals of shop drawings, mill tests and product data for items, designed by the SSE, shall be made to the Architect prior to construction. The contractor shall review and stamp the submittal before forwarding to the Architect. Once the contractor has completed his review, the SER will review the submittal for general conformance with the design of the building and will stamp the submittal accordingly. Submittals shall be made in time to provide a minimum two -weeks for review by the Architect. Submittals required for each section of these notes are specified in that section. SHOP DRAWING REVIEW: Review by the Architect is for general compliance with the design concept and the contract documents. TESTS AND INSPECTIONS INSPECTIONS: All construction is subject to inspection by the Building Official in accordance with IBC Sec. 108. The contractor shall coordinate all required inspections with the Building Official. SPECIAL INSPECTIONS: In addition to inspections required by the local jurisdiction per IBC Sec. 109, special inspectors shall, in accordance with IBC Sec. 109, shall be reviewed and approved by the Architect prior to commencement of work. Special inspectors shall be listed with WABO or shall submit their credentials for review by the GC and design team. Additionally, the special inspectors shall, in accordance with IBC Chapter 17, inspect the following structural work: Concrete • Periodic inspection of reinforcing steel. • Periodic inspection during the placing of reinforcing steel. • Continuous inspection prior to and during the placing of concrete around bolts and embeds. + Periodic verification of the use of the required design mix. + Continuous inspection during the sampling of fresh concrete and during slump, air content and temperature determinations. • Continuous inspection during the placing of reinforced concrete. • Periodic inspection for maintenance of specified curing temperature and techniques. • Continuous inspection during the grouting operation of bolts or rebar dowels Steel • During the welding of all members or connections except as noted in IBC Table 1704.3. • Confirmation of the fabricator's compliance to the AISC Quality Certification Program. Soils & Foundations • During earthwork excavation, grading, pre - loading and filling operations to satisfy requirements of IBC 1704.7. • INSPECTION SUBMITTALS: Special inspection reports shall be provided on a weekly basis. Final special inspection reports will be required by each special inspection firm per IBC 1704.1.2. Submit copies of all inspection reports to the Architect and the City of Tukwila Building Department for review. CAST - IN - PLACE CONCRETE REFERENCE STANDARDS: Conform to: (1) ACI 301 -96 "Standard Specifications for Structural Concrete ", (2) IBC Chapter 19- Concrete, (3) ACI 318- 02/318R -02 FIELD REFERENCE: The contractor shall keep a copy of ACI Field Reference manual, SP -15, "Standard Specifications for Structural Concrete (ACI 301) with Selected ACI and ASTM References." CONCRETE MIXTURES: Conform to ACI 301 Sec. 4 "Concrete Mixtures." MATERIALS: Conform to ACI 301 Sec. 4.2.1 "Materials" for requirements for cementitious materials, aggregates, mixing water and admixtures. SUBMITTALS: Provide all submittals required by ACI 301 Sec. 4.1.2. Submit mix designs for each mix in the table below. REQUIREMENTS Member Type /Location Foundations • Foundations Slabs -on -Grade and Sidewalks • Exterior Mix Design Notes: Strength Maximum (Psi) Aggregate 3000 TABLE OF MIX DESIGN Test Age Maximum Air (days) W/C Ratio Content 28 1 "- 3000 28 1" 0.45 5% (1) W/C Ratio: Water - cementitious material ratios shall be based on the total weight of cementitious materials. Ratios not shown in the table above are controlled by strength requirements. (3) Air Content: Conform to ACI 301 Sec 4.2.2.4. Horizontal exterior surfaces in contact with the soil require entrained air. (4) Slump: Conform to ACI 301 Sec 4.2.2.2. Slump shall be determined at point of placement. FORMWORK Conform to ACI 301 Sec. 2 "Formwork and Form Accessories." Removal of Forms shall conform to Sec. 2.3.2 except strength indicated in Sec. 2.3.2.5 shall be 0.75 f c. [Reshoring shall conform to Sec. 2.3.3.1 MEASURING, MIXING, AND DELIVERY: Conform to ACI 301 Sec. 4.3. HANDLING, PLACING, CONSTRUCTING AND CURING : Conform to ACI 301 Sec. 5. CONCRETE CURING: Provide curing compounds for concrete as follows: (1) Apply specified curing compound to concrete slabs as soon as final finishing operations are complete (within 2 hours and after surface water sheen has disappeared). Apply uniformly in continuous operation by power spray or roller in accordance with manufacturer's directions. Recoat areas subjected to heavy rainfall within 3 hours after initial application. Maintain continuity of coating and repair damage during curing period. (2) Use membrane curing compounds that will not affect surfaces to be covered with finish materials applied directly to concrete. Apply curing compound at rate equivalent to rate of application at which curing compound was originally tested for conformance to requirements of ASTM C 309. (4) Use curing compound compatible with and applied under direction of system manufacturer of protective sealer. EMBEDDED ITEMS: Position and secure in place expansion joint material, anchors and other structural and non - structural embedded items before placing concrete. Contractor shall refer to mechanical, electrical, plumbing and architectural drawings and coordinate other embedded items. (1) (2) (3) (4) (5) (1) (3) SUBMITTALS: Cementitious Content: The use of fly ash, other pozzolans, silica fume, or slag shall conform to ACI 301 Sec 4.2.2.8.b. Maximum amount of fly ash shall be 20% of total cementitious content unless reviewed and approved otherwise by SER. (b) For concrete used in elevated floors, portland cement content shall conform to ACI 301 Sec 4.2.2.1. Acceptance of lower cement content is contingent on providing supporting data to the Architect/Engineer for review and acceptance. GROUT: Use 5000 psi non -shrink grout for column base plates. GROUTED REBAR AND ANCHOR BOLTS: Follow manufacturer's written instructions: drill holes in existing concrete to depth noted on plans or to depth as necessary to develop the strength of the rebar listed in the manufacturer's ICBO report. UNO by the manufacturer, make the holes 3/8 to 1/2 inch greater than bolt or dowel diameter. Roughen sides of holes by percussive drilling methods. Holes shall be brushed and blown free of debris and surface residue before grouting operation. Special Inspection required. TESTING AND ACCEPTANCE: Testing: Obtain samples and conduct tests in accordance with ACI 301 Sec. 1.6.4.2. Additional samples may be required to obtain concrete strengths at alternate intervals than shown below. • Cure 4 cylinders for 28 -day test age. Test 1 cylinder at 7 days, test 2 cylinders at 28 days, and hold 1 cylinder in reserve for use as directed. After 56 days, unless notified by the Engineer to the contrary, the reserve cylinder may be discarded without being tested for specimens meeting 28 -day strength requirements. Acceptance. Strength is satisfactory when: (1) The averages of all sets of 3 consecutive tests equal or exceed the specified strength. (2) No individual test falls below the specified strength by more than 500 psi. A "test" for acceptance is the average strength of the two cylinders tested at the specified test age. CONCRETE REINFORCEMENT REFERENCE STANDARDS: Conform to: (1) ACI 301 -99 "Standard Specifications for Structural Concrete ", Section 3 "Reinforcement and Reinforcement Supports." (2) ACI SP -66 "ACI Detailing Manual" including ACI 315 "Details and Detailing of Concrete Reinforcement." (3) CRSI MSP -2 -98 "Manual of Standard Practice." (4) ANSI /AWS D1.4 "Structural Welding Code - Reinforcing Steel." (5) IBC Chapter 19- Concrete. (6) ACI 318 - latest edition. SUBMITTALS: Conform to ACI 301 Sec. 3.1.1 "Submittals, data and drawings." Submit placing drawings showing fabrication dimensions and locations for placement of reinforcement and reinforcement supports. MATERIALS: Reinforcing Bars deformed bars. Bar Supports "Bar Supports." Tie Wire annealed. REINFORCEMENT: Conform to IBC Sec. 1914 "Reinforcement" and CONCRETE REINFORCEMENT section this sheet. SPLICES: Conform to IBC Sec. 1914.4.3. "Reinforcement" for non - contact lap splices. ASTM A615, Grade 60, CRSI MSP -2 -98, Chapter 3 16.5 gage or heavier, black MATERIALS: Conform to ACI 506.2 Sec. 2 "Materials" for Cement, Aggregate, Reinforcement, Water, Admixtures and Curing Materials. INSPECTIONS & ACCEPTANCE: Conform to IBC Sec. 1924.10.3 "Acceptance Criteria." Provide "Special Inspections" during construction and "Visual Examination" when work is complete. Conform to ACI 506.2 Sec. 1.9 "Acceptance." STRUCTURAL STEEL DESIGN STANDARDS: Structural steel for this project is designed in accordance with: AISC - "Manual of Steel Construction, Allowable Stress Design (ASD), Ninth Edition (1989), Type 2, "Unrestrained Free -Ended Framing ". REFERENCE STANDARDS: Conform to: AISC Specification: AISC -ASD (1989) "Specification for Structural Steel Buildings - Allowable Stress Design and Plastic Design ". AISC Code: "Code of Standard Practice for Steel Buildings & Bridges." March 7, 2000. Bolt Specification: RCSC "Specification for Structural Joints using ASTM A325 or A490 Bolts" June 23, 2000, Appendix B, ASD Alternative. Welding Code: AWS 171.1 -98 "Structural Welding Code - Steel.'" ASCE 3-84 "Standard for the Structural Design of Composite Slabs." Submit shop drawings in accordance with AISC - ASD (1989) Specification Sec. M1 "Shop Drawings" and AISC "Code of Standard Practice... "Section 4.2 ". (2) Submit welder's certificates verifying qualification within past 12 months. rvrn r cntn_o. Structural Shapes 36 ksi Bars & Plates Steel Pipe, 12" NPS and less 35 ksi Structural Tubing - Round HSS > 12" dia 46 ksi Structural Tubing - Square /Rect HSS 46 ksi High - Strength Bolts Type 1, Plain Nuts ASTM A563 or ASTM A194 Grade 2H Washers (flat or beveled) Welding Electrodes Expansion Anchors with current ICBO report ANCHORAGE to CONCRETE: Anchor Bolts shall conform to IBC 2205. ASTM A36, Fy ASTM A36Fy = 36 ksi ASTM A53, Grade B Fy = ASTM A500, Grade B Fy ASTM A500, Grade B Fy = ASTM A325 or ASTM F1852, ASTM F436 E70XX Hilti or SER approved equal WELDING: Conform to AWS D1.1. Welders shall be certified in accordance with [AWS and WABO] requirements. Use E70 electrodes of type required for materials to be welded. • ANCHORS RODS and BASE PLATES :. Anchor rods shall be provided cast -in -place as indicated on drawings unless otherwise approved by the Engineer. All columns (vertical member assemblies weighing over 300 pounds) shall be provided with a minimum of four anchor rods. • HEADED CONCRETE ANCHORS (HCA)_ All headed concrete anchors welded to plates embedded or cast into concrete, shall be 1/2" diameter x 6" long unless noted otherwise on drawings. Nominal stud lengths shall be as shown on drawing. Headed steel studs shall be welded in accordance with AWS D1.1 Chapter 7 "Stud Welding." ERECTION: Conform to AISC Specification Sec. M4 "Erection" and AISC Code Sec.7 "Erection." Steel work shall be carried up true and plumb within the limits defined in AISC Code Sec. 7.11. BRACING and SAFETY PROTECTION: The contractor shall provide temporary bracing and safety protection required by AISC Specification Sec. M4.2 "Bracing" and AISC Code Sec. 7.10 and 7.11 for "Temporary Support of Structural Steel Frames" and "Safety Protection." ARCHITECTURALLY EXPOSED STRUCTURAL STEEL : Steel identified by the Architect on the architectural drawings as Architecturally Exposed Structural Steel, (AESS) shall conform to Sec. 10 of AISC Code. 4 ,. DCI I7 ' A t . 9 A T O C O N V E R S A N O INC. Project No. Project Subject U PP 'E1 _f tvg L \ r� Sheet No. Date By K �(z riD \ 3 /b ( i." tl�t OvIurny %, I � 7th E};F ES '7t2 / 0 FRAME TO PIPE CONN NOT TO SCALE Co STS rIpL w/ b ' z `6 tr V / At._L- (flzPU 10a ' Ht7p p2 1it( c ° F+`a e-ar.b u,W 0 ) 7 a/J i 43 D@./ !1D2 au , '4y1b r Tr l P ' /. 0 - 04v1P -_(.7 P) La It 4rp f l P iy rrrJ rE7;PIFiE,r`i 7/24! 0 (z. ._I I 1 II II II I 1 1 + Nu 1. 4 • lZ: r - FRONT TREX DECK FOOTING SCALE: 1/2” = 1' -0" Ir LAP) WATERLINE POND BOTTOM Enf6HES 7/24 / PL. 4;l)U EMIR f� 11 x t o ( e" (VHS 1 1 II I 1 1 1 4 • 44 . 4 [ 4 .441 l� T L_ L 14 T �f( Mlb, PLA Tn I 0 • �. = • • cot-- 4 ( c�J CC- •)Tx:A 11J SLAB) TYPICAL GRADE BM & CDL BASE DETAIL NOT TO SCALE 2X4 TREX 2X6 2X8 JOIST z Jt: , Lrsu r \ A 4 r,4► (1 P..� kT Ca rK T - N Art ug SOI �j► , 1 \N ETI A A IE KA‘117..S IVijii) 4X4 2X8 RECEJV D CITY OF TUKWILA 'JUN 2 2 2007 E; -MJ jr.F.. Johnson Braund DESIGN GROUP, INC. Architecture Landscape Architecture Planning 15200 52nd Avenue South Suite 200 Seattle, WA 98188 Phone 206.766.8300 Fax 206.766.8080 www.jbdg.com Greg L. Allwine, AIA Melvin R. Easter, ASLA STATE OF WASHINGT ❑N REGISTERED ARP IT •U/ J CERTIFICATE ▪ N ❑.398 ISSUE DATES REV. DATE 4 -20 -07 DESCR. BID SET S01 z W 2 Z Y i_ t H CL Z W — O( w � Z Q oaz rlF z 0 N rZ CD CL L15 1— CL LI-I B Sc a IY ! _ P 03 kiii z V7o g do am CC o alz Q wzo a U F. g 0 PROJECT # 0421 FILE NAME: 0421 -S01 DRAWN BY: LP /MB SITE DETAILS NOT FOR CONSTRUCTION BID SET 0 0 N 0 0 CO 0 0 O 0 s c m Co • 0 w REVISIONS: MACADAM WINTER GARDEN CB KIM = 166.93 IE 8 "CONC(E)= 164.53 CONC WALK COULD NOT FIND END REMOVE EX. A.C. PAVEMENT ; CE RI/J=162.03 I IE 6 "CONC(NW)= 160 .93 IE 12 "CMP(S)= 160.83 CB RIM = 181.52 IE 12 "CMP(N -S)= 159.72 IE 12 "CMP =159.7 2.5' PICKET FENCE CONC WALK SS RIM = 166.61 IE 8 "PVC(E)= 155.86 IE 12 "PVC(S)= 164.86 I fN 0 CRAVEL I . I CB RIM =159.24 -.-I IE 6 "CONC(N)= 157.79 IE 8 "CONC(E)=157.79 IE 12 "CPEP(S)= 157.79 50 SD POINT # 2 176220.85287 1285669.14127 166.00 548-1.2 MIC o ASPHALT DRIvE SS THIS AREA FIELD MEASURED & DRAWING REVISED 4/2007 CONC WALK CB RIM = 165.43 IE 8"CONC(N)- 162.63 IE 8 "CONC(W)- 152.53 IE 12 "CONC(E)- 162.23 POINT # 6 176107.43928 1285685.40194 63.42 48 -1.6 M/W NE ALT PAVEMENT WETLAND B >7 WETLAND BUFFER NEW C•NCRETE , SID WLK CONC WALK CB RIM = 165.64 IE 8 "CONC(S)= 163.89 REPLACE EX D/W WITH SIDEWALK POINT # 7 176240.47553 1285821.10436 167.92 548-1.7 M/W H TREAT ODGE INE FENCE I N88 °46'33 "W CONC WA SS RIM= 170.11 CL CHNL 8 "PVC(E -W)= 157.11 ASPHAL T 30' 0 0 0 0 I N IE 8 "CONC =155.9 A PORTION OF SOUTHWEST 1/4 OF NORTHWEST 1/4 SEC. 23, T. 23 N., R. 4 E., W.M. ENHANCEMENT LIMIT SILT FENCE FOR EROSION CONTROL 0 0 0. / CB RI - 88 NEW ROCKERY 'CONC(E 1 1 .8 E ±) IE 12 "COi WV, IE 18"CONC(N) =t$t SILT FENCE FOR EROSION CONTROL WETLAND BUFFER ENHANCEMENT LIMIT ■ 0 CONC WALK 1 10' =I 20 0 10 20 GRAPHIC SCALE SCALE: 1"..20' SHEET INDEX 40 CO1 COVER SHEET CO2 NOTES AND SPECIFICATIONS CO3 PLAN & PROFILE (53RD AVE S.) C04 PLAN & DETAILS CO5 TEMPORARY EROSION CONTROL PLAN C06 DETAILS HORIZONTAL DATUM: NAD '83 '91 WASHINGTON COORDINATE SYSTEM NORTH ZONE BASED ON WSDOT COORDINATE POINTS DESIGNATED BY THE NAMES 1S17162 AND HC17 -5. HORIZONTAL CONTROL POINT #2 STREET MONUMENT AT INTERSECTION S. 144 ST, AND 53RD AVE S. N= 176220.85, E= 1285669.14 POINT #7 MONUMENT AT SIDEWALK S, 144ST. N= 176240,48, E= 1285821.10 VERTICAL DATUM: NAVD 88 BASED ON WSDOT POINT DESIGNATED BY THE NAME 1517162, WITH A PUBLISHED ELEVATION OF 48.573 METERS (159.360 FEET). LEGEND- 165.70 BC. FINISHED GRADE AT BOTTOM OF CURB LANDSCAPE ARCHITECT MICHAEL BROWN, ASLA DIRECTOR OF LANDSCAPE ARCHITECTURE JOHNSON BRAUND DESIGN GROUP, INC. 15200 52ND AVE SOUTH TUKWILA, WA 98188 PH 206, 766.8300 FX 206.766.8080 TUKWILA, WA. VICINITY MAP KT.a LEGAL DESCRIPTION: PER KING COUNTY ASSESSOR LOTS 1 THROUGH 3 AND THE NORTH 14 FEET OF LOT 4 ALL IN W. P. BUSH QUARTER ACRE TRACTS, PER PLAT RECORDED IN VOLUME 17 OF PLATS PAGE 26 RECORDS OF KING COUNTY WASHINGTON. HORIZONTAL DATUM: NAD '83 '91 WASHINGTON COORDINATE SYSTEM NORTH ZONE BASED ON WSDOT COORDINATE POINTS DESIGNATED BY THE NAMES IS17162 AND HC17 -5. HORIZONTAL CONTROL POINT #2 STREET MONUMENT AT INTERSECTION S. 144 ST. AND 53RD AVE S. N= 176220.85, E=1285669.14 PONIT #7 MONUMENT AT SIDEWALK S. 144ST. N= 176240.48, E= 1285821.10 VERTICAL DATUM. NAVD 88 BASED ON WSDOT POINT DESIGNATED BY THE NAME IS17162, WITH A PUBLISHED ELEVATION OF 48.573 METERS (159.360 FEET), SITE AREA: 35,989 S.F. 0.826 ACRES ALL. DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED. THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS TAKEN IN JULY F ,2004, UNLESS OTHERWISE INDICATED, WORK PERFORMED IN CONJUNCTION W1TH THIS SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: (A) 2" GEODIMETER 600 SERIES ELECTRONIC TOTAL STATION, MAINTAINED TO THE MANUFACTURER'S SPECIFICATIONS PER W.A.C. 332- 130'- 100, (5) FIELD TRAVERSE, EXCEEDING REQUIREMENTS SET FORTH IN W.A.C. 332 -130'- 090. THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY PRESENTS SURFACE FEATURES LOCATED DURING THE COURSE OF THIS SURVEY. LIDAR POINT DATA FROM KING COUNTY WAS USED TO PROVIDE THE CONTOURS WITHIN THE PLATTED LOTS. GROUND SURVEY CONTOURS WERE GENERATED WITHIN THE RIGHTS -OF WAY. THIS SURVEY WAS PREPARED BY PACE ENGINEERS. ADDRESS: 750 SIXTH STREET S. KIRKLAND, WA 98033 PHONE: (425) 827 -2017 UNDERGROUND UTILITIES SHOWN HEREON ARE BASED SOLELY UPON INFORMATION PROVIDED BY OTHERS AND PENHALLEGON ASSOC. DOES NOT ACCEPT RESPONSIBILITY OR ASSUME LIABILITY FOR THEIR ACCURACY OR COMPLETENESS. CONTRACTOR /ENGINEERS SHALL VERIFY EXACT SIZE AND LOCATION PRIOR TO CONSTRUCTION. CALL FOR LOCATE: UTILITY LOCATION SERVICE: 1- 800 - 425 -5555. ALL MONUMENTS INDICATED AS FOUND WERE RECOVERED DURING THE COURSE OF THIS SURVEY AT THE DATE SHOWN IN THE SURVEYOR'S CERTIFICATE, UNLESS OTHERWISE NOTED. <01 - 2-c$ / tr) BID SET ONLY! THESE DRAWINGS ARE SUBJECT TO PENDING LOCAL JURISDICTIONAL REVIEW A ny L - • 5 Cu11 NOT FOR CONSTRUCTION AEC ENS) CITY OP TUKWILA 'JUN 2 2 2007 PERMIT CENTER cor W 0) QQ N 2 4 cc LE r co w 0 cIJ- Co ao1- -0 Ine -r- <00x(DmU - co -, '. a_ Z N 0 W Z N JCn O W IL 0 O N 0 W . z 0 - � o Li. 0 0tH a, PROJECT NO.: 04103 DRAWN BY: BCS ISSUE DATE: 04/20/07 SHEET REV.: COVER SHEET 04103CV01- C01.DWO 01 SHEET OF 0 0 0 0 0 y CO NJ 0 0 w C m co x rb z 0 X 0 7 0 0 z 0 0 • 1 A PORTION OF SOUTHWEST 1/4 OF NORTHWEST 1/4 SEC. 23, T. 23 N., R. 4 E., W.M. STANDARD CONSTRUCTION NOTES GENERAL PRIOR TO STARTING CONSTRUCTION, CONTACT ONE -CALL ( 80Q 424 -5555) FOR UTILITY LOCATIONS. 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 PERM!T(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 FINAL APPROVAL. 10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMEN TA TION. 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 NAD 83/91. 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. CONSTRUCTION 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/CON TRACTOR 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. E, 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. F. INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. 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 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, GRADING AND EROSION CONTROL NOTES 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS, INSTALL CONSTRUCTION ENTRANCE, AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES, 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED, 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL; A. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UN WORKED FOR MORE THAN 12 HOURS. B. STOCKPILE, ON SI TE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. C. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS, 7. FAILURE TO MAINTAIN ESC MEASURES IN ACCORDANCE WITH THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN THE WORK BEING PERFORMED AT THE DIRECTION OF THE' DIRECTOR AND ASSESSED AS A LIEN AGAINST THE PROPERTY WHERE SUCH FACILITIES ARE LOCATED, 8, DURING THE' LIFE OF THE PROJECT, THE PERMITTEE SHALL MAINTAIN IN GOOD CONDITION AND PROMPTLY REPAIR, RESTORE, OR REPLACE ALL GRADE SURFACES; WALLS, DRAINS, DAMS, VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER PROTECTIVE DEVICES /N CTURES, ACCORDANCE WITH APPROVED PLANS. 9. THE PERMITTEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND SHALL, WITH THE DIRECTOR'S APPROVAL, REMOVE ALL SEDIMENT DEPOSITION RESULTING FROM PROJECT- RELATED WORK. 10. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERM! TTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS AND ASSOCIATED PERMITS ON LAWS. THE JOB SITE, WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL 11. AS THE FIRST ORDER OF BUSINESS, THE PERMITTEE SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES PER THE ESC AND SHALL INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY SITE DISTURBANCE OCCURS. BEFORE THE TEMPORARY MEASURES ARE REMOVED, INSTALL AND ESTABLISH THE UPSTREAM PERMANENT ESC MEASURES. 12. THE PERMITTEE SHALL AT ALL TIMES PROTECT SENSI T1 VE AREAS, PRIVATE PROPERTIES AND PUBLIC RIGHTS -OF -WAY OR EASEMENTS FROM THEIR AMAGE GRADING ADJACENT D OPERATIONS. THE PERM/ TTEE SHALL RESTORE, TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF THE PERMIT, SENSITIVE AREAS, THEIR BUFFERS, AND PUBLIC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY THE PERMI TTEE'S OPERATIONS, 13. PERMITTEE SHALL ARRANGE FOR AND , COMPLY WITH THE FOLLOWING: A. NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN 48 HOURS FOLLOWING INSTALLATION OF ESC MEASURES. B. OBTAIN PERMISSION IN WRITING FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO MODIFYING THE ESC PLAN. C. MAINTAIN ALL ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER FACILITIES AS IDENTIFIED IN THE ESC PLAN. D. REPAIR ANY SILTATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACILITIES. E. INSPECT ACCORDING TO THE APPROVED ESC INSPECTION .SCHEDULE AND MAKE NEEDED REPAIRS IMMEDIATELY. 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 WI TH "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. BID SET ONLY! NOT FOR CONSTRUCTION THESE DRAWINGS AI E SUBJECT TO JURISDICTIONAL REVIEW AND MAY BE REVISED 4n Tai'�1 RECEIVED etre OF TUKWILA !JUN 2 2 2007 PERMIT CENTER PROJECT NO.: 04103 DRAWN B Y: BCS ISSUE DATE: 04/20/07 SHEET REV.: NOTES AND SPECIFICATIONS 0 4103NT- CO2.DWG CO2 SHEET OF cO Co 00 > 0 co Q < 6) (0 0 r C7 W C') O W 10 1_W ��z to I - ..�W a'W=a <aW Z W 0 cc W Z D 0 Z 0 z O N - CO CC W ~0 0 M W 0wz a Ocoo MINOR ARTERIAL* PRINICIPAL ARTERIAL* TUKWILA URBAN CENTER (SEE NOTE 1) 5' 6' 6' REVISIONS: 'EX (rP) c 6,....y,.,--1■■■10&,.N, A A mrprena ( ICI LINE 30' 10 POINT # 2 176220 85' d7 128566'1141 166.00 548-1,7 MK.: 30' • SS CB RIN,I=16 IE 8"GONC(N162.63 IE 8"CONC(W)=162.53 i; 1 IE 12"CONC(q=162.23 / I 4" DEPT!-! OF PORTLAND CONCRETE CEMENT 4" COMPACTED DEPTH OF 1"(-) CRUSHED AGGREGATE INS SIGN (12x18) WOOD POST 0 issuldrirtr atttqf'• • POINT 176107.43928 1285685.40194 163.42 548-1.6 M/W' ALT ADA PARKING STALL STRIPING 0 A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4 SEC. 24, T. 23 N., R. 4 E., W.M. SS , I3' WATER- _ .55 soria'o 27.5' WIDE ASPHALT PAVEMENT -- GRAVEL INSTALL 1" WATER:. ---sD METER ANOT WATER 3' PICKET FENCE - IRRIGATION F tERVICE, -- FILLD LOCATE EL TER COULD NO (AfAitRqn AIN, CONTRACTOR INSTALL / TAP AND SERVICE LINE (TYPE K L POWCR CAM; '1. T COPPER), CLINcTOLL INSTALL THE METER SAWCUT EX. PAVEMENT 1 TRU CA i IOMESDETECTABLE -WARNING PATTERN, SEE DETAIL THS SHE GR A VEL '5 RAD. (TYP) 17' 8.5' - SD IL CB RIM =162.0 IE 6"CONC(NVV)=160.93 IE 12"GMP(S)- 3" COMPACTED DEPTH OF CL. A.C. 4" COMPACTED DEPTH OF A.T.B. 1 "( -) ALTERNATE: 6" OF CRUSHED AGGREGATE COMPACT SUBGRADE TO 95X OF MAXIMUM DENSITY VERTICAL CURB, SEE DETAIL THIS SHEET -AVE1 CURB/53 RD AVE S.) W/SIDEWALK &041.00- DETAIL SCALE: 1' 5' PARKING STRIPE (TYP. 53RD A E ss 1,„; ASPHALT _ - Coo Api f4vnedst. " Gatti .1 5uftatiti-re-tiD6fir *kite< !,4e&1 -- El CONC DRIVEL SLIDING GATE _L MATCH EXISTING PAVEMENT CROSS SLOPE EX. ASPHALT PAVEMENT .‘ GR A VL ;L ..›' EW ASPHALT 0 ‘, (A A MENT \ .c" o REMOVE EX. A:•.- PAVEMENT IE 12'CMP=159.7 CB RIM =-161.52 IE 12"CMP(N -5)=159.72 • ) • C - • N- - SS u) 50- SAWCUT LINE I IE 5"CONC=158.5 1/2" R. GRAVEL 6 1 2" IAETLAND (I 7 A.C. TRANSITION RAMP ,E.=155.9 IE 8"CONC=155.9 13 LF 8" ADS N-12 S=0.0569 tr.) STA 12+74.23, END. SIDEWALK AND VERTICAL 13 rsoe- ss NEW CB (TYPE I) _STA 12+73,30 - 0 RIM=159.64 FIELD VERIFY RIM CB RIM=•159.24 IE 6"GONG(N)-H 57.79 IE 8'CONC(E)=157.79 IE I 2"CPEP(S)=157.79 B0pNDARY / FAG OF CURB TOP OF ROADWAY V RTICAL CURB\ DETAIL SCALE: NOT TO SALE INSTALL RIPRAP 4"--6"'QUARRY-SeiN_L MIN. 1' DEEPx5'x10 20 GRAPHIC SCALE SCALE: 13•20' 41. 0 SIDEWALK 2,6 CEMENT CONCRETE SIDEWALK 10 20 PARK ENTRANCE RAMP PLAN 40 ............. 0" CURB FACE ADA PARKING STRIPING 20' x 8' ADA PARKING STAU7 6" CURB FACE PARK ENTRANCE 2' - •tt- 1;12 MAX DETECTABLE WARNING PATTERN (SEE DETAIL) SECTION ® 3/8" EXPANSION ,J■UNT (TYP.) 2' -0" WIDE DETECTABLE WARNING PATTERN (SEE DETAIL) 3. RAMP SLOPES SHALL NOT BE STEEPER THAN 12H:1V. 2Z A CEMENT CONCRETE SIDEWALK SECTION MIN. A 1 5/8" 6 5/8" C 7/16" D 7/8" MAX. 2 3/8" 1 1/2" 3/4 1 7/16" DETECTABLE WARNING PATTERN (SEE DETAIL) TOP OF ROADWAY CEMENT CONCRETE CURB & GUTTER (SEE NOTE 3) NOTES 1. AVOID PLACING DRAINAGE STRUCTURES, JUNCTION BOXES OR OTHER OBSTRUCTIONS IN FRONT OF RAMP ACCESS AREAS. 2. DETECTABLE WARNING PATTERNS MAY BE CREATED BY ANY METHOD THAT WILL ACHIEVE THE TRUNCATED DOME DIMENSIONS AND SPACING SHOWN. 3" WIDE EDGER FINISH 3/8" FULL DEPTH EXPANSION JOINT CURB & GUTTER (SEE RS-08A) NOTES: A 18" 2% MAX./1% MIN. 18" SECTION A-A 5/8" MINUS CURB RAMP (SEE RS-12) CRUSHED ROCK THICKENED EDGE ON RADIUS SIDEWALK WIDTHS SCORE JOINTS EVERY 5' 5' -1 15 EXPANSION JOINTS EVERY 15' PLAN VIEW 1" WIDE X 3/8° DEEP SCORE JOINTS 3/8" X 3.5" EXPANSION JOINT ELEVATION 1. SIDEWALKS SHALL BE A MINIMUM OF 8 FEET WIDE AT BUS STOPS AND PULLOUTS, OR WHERE THE SPEED LIMIT IS OVER 35 MPH, OR WHERE A TRAIL AND SIDEWALK ARE COMBINED. 2. PLACE CEMENT CONCRETE OVER 2" OF 5/8" MINUS CRUSHED ROCK OR AS SPECIFIED IN THE CURRENT APWA/WSDOT STANDARD SPECIFICATIONS. 3. REMOVE EXISTING CONCRETE CURB, GUTTER OR SIDEWALK TO THE NEAREST JOINT; SCORE JOINTS MUST BE SAW CUT AND REPLACED WITH NEW. NOT TO SCALE City of Tukwila SIDEWALK SHEET: RS-11 REVISION #1: 08.03 APPROVAL B. SHELTON LAST REVISION: 07.05 ■ ELEVATION TRUNCATED DOMES (SEE NOTE 2) DETECTABLE WARNING PATTERN DETAIL DETECTABLE WARNING PATTERN AREA SHAU.. BE 'YELLOW. IN COMPUANCE WITH STD. SPEC. 8-14.3(3) B - 2037 .----,, BID SET ONLY! JUN 22 2007 0-11-IIVIIT CENTER :OR CONSTRUCTION RECelVeD en'v Nel E DRAWINGS AIRE SUBJECT TO ONAL REVIEW AND MAY BE REVISED uJ uJ z 0 z ni H F. co Z w ,f(o n-D 0 W H L L 010'7' (OOW ..s FZ ir CC<C 0 I a_Owo_ PROJECT NO.: 04103 DRAWN BY: BCS ISSUE DATE: 04/20/07 SHEET REV.: IMPROVEMENT PLAN AND PROFILE S. 53RD. AVE 04103PRO-0O33,DWG 003 SHEET OF N 0 0 0 0 'n Co a m (n CO REVISIONS: SS RIM 166.61 IE 8 "PVC(E)= 155.86 IE 12 "PVC(S)= 164.86 CONC WALK 0 N) 0 NOTE: 42" CEDAR SPLIT RAIL FENCE REPLACE STEEL PIPE GUARDRAIL. GATE A PORTION OF SOUTHWEST 1/4 OF NORTHWEST 1/4 SEC. 23, T. 23 N., R. 4 E., W.M. POIN T #I 2 1 7622 128=5669.1 `x-127 166.00 548 - -1.2 MIC o I 1 I I NOTES: 4 MAX. HEIGHT 1' MIN. CONNECT TO CATCH BASIN OR DAYLIGHT TO DITCH OUTLET PIPE 2 DIAMETER STANDARD STEEL PIPE RAILING WITH WELDED JOINTS HOT -DIP GALVANIZED. ASTMA 3. ORNAMENTAL IRON HANDRAIL MAY ALSO BE PERMITTED WITH CITY ENGINEER APPROVAL. 1P POST TO POST SPACING WITH SLIP FIT EXPANSION JOINTS SEE ABOVE FOR ROCKERY DETAILS NON- SHRINK GROUT (MOUND TO DRAIN) NO STRUCTURES, ROADWAYS. OR PARKING LOTS IN THIS AREA MIN. 16' UNDISTURBED SOIL 2 (OR FLATTER) 11 12" 1T 4 - 12 1 2 4' DIAMETER GALVANIZED STEEL SLEEVE 2% NO FOOTINGS OF STRUCTURES (INCLUDING OTHER ROCKERIES) FREE•DRAINING BACKFILL. MIN. 12 WIDE LAYER OF 2'••I' QUARRY SPALLS ADJACENT TO ROCKERY. STABLE CUT FACE IN NATIVE MATERIAL 1 DIAMETER WASHED GRAVEL: MIN 6' COVER OVER PIPE: MIN. 2' GRAVEL UNDER PIPE. 12 WIDE MIN. 4' DIAMETER PERF PVC, SOR 35 PIPE! AASHTO M278/ ASTM 3034: Mint. l% CONTINUOUS SLOPE TO OUTLET: PIPE WRAPPED IN FILTER FABRIC (MIRAFI OR EQUIVALENT) PLACE PIPE BETWEEN ROCKS TO AVOID WEIGHT. VIEW FACING ROCKERY AND OUTLET PIPE 1' MIN. 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 MATERIAL MUST BE STABLE AND FREE - STANDING IN CUT FACE. 4. IMPROVED WALKING SURFACES ABOVE AND 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 w 200 -700 LB 18 " -28 ") 6. SHOP DRAWING FOR ALL RAILING MUST BE CITY APPROVED PRIOR TO FABRICATION. NOT TO SCALE City of Tukwila ROCKERY & SIDEWALK WI SAFETY RAIL SHEET: RS -05 REVISION 01: 08.03 APPROVAL: B. SHELTON 5' FENCE In VLT 4. , SS CONC WALY, / I -.- ...... "^" :: . ,...._...........t'. 50 ---5J,)-- - - -• \y- . .T - �r��arra ' / -1 1• � � _- ..... Y CONC WALK . - ... r �,�.. r 4P� rae�E."F1smd�IM.w 7? ' :' . � . ° 4 , 1 = - - a �. „ y nrr� a Ytn^ n \ / 2.' PICKE FENCE 1 1 '1,;• f17 r P - -- CB 131M= 166.93 ig r ' 1 8 "CONC(N)=162.63 j ▪ X 4-.. 4 3 "CONC(W)= 162.53 CONC(E)= 164.53 C:) . 12 "CONC(E)= 162.23 0 C z XI r ta i K I I 4 , r- n R":' �1 ', cn w U k ASPHALT DRIVE 144THST-,_. ss b rn VERTICAL CURB, GUTTER AND SIDEWALK SEE DETAIL THIS SHEET 1 LPaS: PL AN 1 11‘ • L n� - .' 144E I Street REPLACE EX D/W WITH SIDEWALK. SEE DETAIL THIS 40'f '- I SHEET 168.0 TW MATCH EX SIDEWALK WIDTH 1E111_111_111_ - 1 E111 - 1� 111 I -m EXPANSION JOINT 4' -6" CEMENT CONCRETE SIDEWALK, 5= 2.0% (MIN.) 0 ° ° p°O pO a ° O o p q ° ° 00 ° [ ° -- 4 a9 ° ° - °A.4 ° 9 ° a ° 9 R.. °.,a.. 4" DEPTH PORTLAND CONCRETE CEMENT 4" COMPACTED DEPTH OF 1"(-) CRUSHED AGGREGATE w OPTIONAL FOR INTEGRAL POUR - CB RIM= 165.64 IE 8 "CONC(S)= 163.89 T IFfffi A -- CONC WALK 25' 1 \w, ti T 1 I •■•a•MIIt~ • H H - SAWCUT & REMOVE EXISTING DRIVEWAY ALONG GUTTER LINE 1 . 5= 2.0% ± q o .r 0b • %00 ° Q c p ° ° O° .�o p v �qp Po 1. a 454E \ P OI N i # 7 17624O.4 1285821.10436 \ 167.92 1 c' --1.7 M /W }\ i'IEG rr 1;D€C.'. 1 } • I- 6" IN 5 „ ss • O BW _ riv 11 TREA 144st STREET DRIVEWAY REPLACEMENT SCALE! 1' =5' 0 ., O 0 0 ° 0 0 a° O° o° • O ° 0 ❑4 s I1.R.A 9 R 9 Q : • y I z 2>1 I;ft 55 ' " CON EXISTING PAVEMENT ct. NOTES: FOR INTEGRAL POUR CONSTRUCTION, 1/4" EDGED GROOVE MAY REPLACE EXPANSION JOINT AT INTERFACE BETWEEN THE CURB AND ADJACENT SIDEWALK VERTICAL CURB, GUTTER AND SIDEWALK t�9 5= 2. 0%( MIN) ss OF ROW AWB- S.144TH ST, N88 46'33'; 468.98' 16 "if; * NOTE: TOP OF LIP AT SIDEWALK RAMPS. I ' ° 0 6 00 0 ° X0 ° en=. 0 a 9 °. p ° p ° c o -° p Ooo 0 ° °° ° 0 0 � 0 0 v ° 4 0 R `a c'R�4 o° ° 4.`.9.4. - IE18 "CONC -160.1 • C ONC W VL T� 165.5 TW..... 164.0 BW CB RI - 88 "CONC(E - •61.88 IE 12 "CO■ tj'z. IE 18 'CONC(N)-t8 NEW ROCKERY fir'' (10 LF±) V h 4 y. r , D e c 5 CB RIM =163,01 1E 18 "CONC(N-S)= 160.91 SS Jy, REMOVE EX, WATER METER BOX, VERIFY P_EX, SERVICE LINE ASI'11AL1 PER CITY OF TUKWILA STANDARD REPLACE EX D/W WITH SIDEWALK, SEE DETAIL THIS SHEET 55 RIM = 170.11 � . • CL l CHNL 8 "PVC(E -W) = 157.1' ,�+ 1 CONC WALK I 20 0 10 20 40 GRAPHIC SCALE SCALE: 1' =20' J. • ca'h 4 /7,0)/co . ) BID SET ONLY! NOT FOR CONSTRUCTION THESE DRAWINGS ARE SUBJECT TO JURISDICTIONAL REVIEW AND MAY BE REVISED PIECEIVED errs Tutogo JUN 2 2 2001 PER MIT CENTER 1 EXPIRES: MAY 6, 2007 7), o 0o Q C) (TD 0 cc co UJ co J .. (O 00 F - O war co ( �, , -, 10 co 0_ (`' a_ vo \oz Z W D cc cr 0 U PROJECT NO.: 04103 DRAWN BY: BCS ISSUE DATE: 04/20/07 SHEET REV.: IMPROVEMENT PLAN S. 144 ST. AND DETAILS 04103PR0- C04.DWG 0 4] SHEET OF REVISIONS: CONC WALK •• 4 -." ',:B RIM- 24 • • v,' t •' cI)N•,.(1.- ::,-. 1 .'3 if:. i2.''..-i'l:.1- ••• 3 111111mn w GATE 5' FENCE —0 0 0 VL T 2.5 PICKET FENCE 8 Rim •••-' IL r3'CONC(E):-.164.63 II i.„1::: r3rm=.6 •• rE 0"(..i.)t r.:'!-, 'P..0 ri: 12''CMPI ••-•.), i d,, I 1 ii:;17,2 I =1'.=;9 .2 CONC WALK (.1 (.7 SS RIM=166.61 IE S''PVC(E)=155.56 IE 12"PVC(S)=164.86 z GRA ,I1.1 k in g 1117 a;a 7 Z* 1- Trag , A. ;1 . , _1 1 R•ata11140:14 , 231;:gfna"g-Iro Imrarviazsro -1,7. 1156— 7 0 Co 0 0 Iona" / t4 -R1 fat•tVAellt 10 (1) ....... . lei:Is/E-41:aarr •r•Irr; 30' f 1 1 1 L cr _ SS ONC A PORTION OF SOUTHWEST 1/4 OF NORTHWEST 1/4 SEC. 23, T. 23 N., R. 4 E., W.M. CB RIM 6 43 / IE 8'coNc0 IE 8"CUNC(W)7- 12"CONC(E)=162 23 lb 0 ID • ; 66._ ASPHALT DRIVE • 1 1 WET ND BUFFER SILT FENCE FOR EROSION CONTROL a .• 1 1 1 CONC WALK f , -;; j . WETLAND B ,„,— •— 7 . — — i I 1 I 1 , .. 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NOT FOR CONSTRUCTION THESE DRAWINGS ARE SUBJECT TO JURISDICTIONAL REVIEW AND MAY BE REVISED RECEVED CITYOFTLI(WILA JUN 22 2007 PERMIT CENTER uJ Lu PROJECT NO.: 04103 DRAWN BY: BCS ISSUE DATE: 04/20/07 SHEET REV.: TEMPORARY EROSION CONTROL PLAN CO SHEET 04 103T.E0 1 -0O5.DWG OF 0 N 0 0 0 0 CO 0 0 0 0 0 w REVISIONS: 5" A PORTION OF SOUTHWEST 1/4 OF NORTHWEST 1/4 SEC. 23, T. 23 N., R. 4 E., W.M. 30" FILTER FABRIC MATERIAL (ATTACH TO WIRE) 2" x2" x14 GUAGE WIRE FABRIC OR EQUIV. PROVIDE 3/4" - 1.5" WASHED GRAVEL BACKFILL \ IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE 2" x4" WOOD POST ALT., STEEL FENCE POST FRAME GRATE (SEE SEC. 7.05 AND APPLICABLE DWG. 'S) 6 " 12" RISER SECTION PRECAST BASE SECTION (MEASURED A T THE TOP OF THE BASE) TYPE 1 CB 1. 5. 6. 7. 8. 9. 8" MIN. 2.0' 1.0' 1.5 ROUND KNOCKOUTS MAY BE KNOCKOUTS MAY BE EITHER THE MAX. DEPTH FROM THE 5.0'. 5.0' 2.0' 2.5' TEMPORARY SILT (FABRIC) FENCE 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN, AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 ( AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN KNOCK- OUTS. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M 199) & C 890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT /APWA STANDARD SPECIFICATIONS. 3. ALL REINFORCED CAST -IN -PLACE SHALL BE CLASS 4000. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIA. PLUS CATCH BASIN WALL THICKNESS. FILTER FABRIC MATERIAL IN 60' WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE THE TAPER ON THE SIDES OT THE PRECAST BASE SECTION & RISER SECTION SHALL NOT EXCEED 1/2" /FT. 11. FOR CATCH BASINS IN PARKING LOTS REFER TO WSDOT /APWA STANDARD DWG. B1 -b. 12. EDGE OF RISER OR BRICK SHALL NOT BE MORE THAN 2" FROM VERTICAL EDGE OF CATCH BASIN WALL. 2" x2" x14 GUAGE WIRE FABRIC OR EQUIV. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MIN.. ALL PIPE SHALL BE INSTALLED IN FACTORY PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IN LEFT INTACT. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR- F -621D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON - ROCKING FIT WITH AND COVER POSITION. 10. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. //.• ; i..i/ *r i \i i; i /7. /;. i,.i2iP�,> >if 6' 0.C., MAXIMUM L ON ALL 4 SIDES, WITH MAX. DIA. OF 20 ". ROUND OR "D" SHAPED. FINISHED GRADE TO THE PIPE INVERT IS BURY BOTTOM OF FABRIC MATERIAL IN 8" x12" TRENCH L PURPOSE: TO RETAIN SEDIMENT FROM VERY SMALL DISTURBED AREAS BY CONSTRUCTION OF A TEMPORARY BARRIER MADE FROM RESIDUE MATERIALS AVAILABLE FROM CLEARING AND GRUBBING THE SITE. CONDITIONS WHERE PRACTICE APPLIES: BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION, WHERE ENOUGH RESIDUE MATERIAL IS AVAILABLE FOR CONSTRUCTION OF SUCH A BARRIER. NOTE: DOES NOT REPLACE THE NEED FOR A SEDIMENT TRAP OR POND. DESIGN CRITERIA /SPECIFICATIONS: MINIMUM HEIGHT= 3.0'. MAXIMUM HEIGHT= 5.0'. MINIMUM WIDTH= 5.0' AT IT'S BASE. MAXIMUM WIDTH= 15.0'. A FIL TER FENCE ANCHORED OVER THE BRUSH BERM MAY BE REQUIRED BY BALD TO ENHANCE THE FILTRATION ABILITY OF THE BARRIER. 24" ADAPTER SKIRT (FOR A PERFECT FIT) OVERFLOW (TO BYPASS PEAK STORM VOLUMES) SEDIMENT ACCUMUTATION MAXIMUM FLOW RATE OF 500 GPM, INSERTS WILL NOT CAUSE PONDING. FITS ANY SIZE CATCHBASIN UP TO 30 "x40 ". TEMP. CB SEDIMENT INSERT PLACE INSERT INSIDE OF FRAME, AND PLACE GRATE OVER INSERT TO HOLD IT IN PLACE. RETRIEVAL STRAP (SLIP THROUGH SLOT IN GRATE) oichlex 6/ BID SET ONLY! NOT FOR CONSTRUCTION THESE DRAWINGS ARE SUBJECT TO PENDING LOCAL JURISDICTIONAL REVIEW RECSIVEb crry oI+ TUKWIL4 JUN 2 2 2007 co co >� O co Q 0 0 o IN 7 �W r couJ . 12 UJ t � t0 L- z r, ,. W <o ( omo D aW b} U �n� WJ 0 111-) C"1 ta4 b.0 Z W 0 cc c7 w 3 0 U Z 1- 0) Z WQz r\ E- Wn o_ fD WF- u W a, O cn a. PROJECT NO.: 04103 DRAWN BY: BCS ISSUE DATE: 04/20/07 SHEET REV.: DETAILS 04103DT01- C06.DWG C06 SHEET OF REV. DATE DESCR. 4 -20 -07 BID SET ..� .... _ ..__ . It _ _ _ _ mnuuuwi-m�mmu nnnmm�nmmnm� nnunnuuwnnn = mnnnm 1 l i l fit —I 11 —I 11 -111 —I 11 —I 11 11, 77 ITTA 11 11 111 = 1 I 1 = 1 I =1\ 11= I =1Ti�I1-1 i 1 = 1 1 1— muumnumund " "..y III IL. iiiiii iiiii 1 .. rf ) 00"kra :.■ ' 1.5 - 2 11MES ROOT BALL DIAMETER ROOTBALL D '11 BALL DIAMETER GROUNDCOVER PLANTING DETAIL SCALE: 1/2" = 1' ---0" TREE PLANTING SCALE: 1/2" = 1' -0" • PLANT SHRUB 1/2" HIGHER THAN DEPTH GROWN AT NURSERY. • FERTILIZE ALL PLANTS WITH APPROVED STARTER FERTILIZER APPLIED AT MANUFACTURER'S SUGGESTED RATES 2" DEPTH BARK MULCH 4" WATERING BASIN SURROUNDING 'PLANT FINISH GRADE REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL. LIGHTLY SCARIFY ROOTBALL OF CONTAINER —GROWN PLANTS. PRIOR TO BACKFILLING PLANTING BACKFILL SCARIFY PLANTING PIT WALLS EXISTING SUBGRADE SET ROOTBALL ON MOUND OF COMPACTED PLANTING BACKFILL MIX SHRUB PLANTING DETAIL SCALE: 1/2" = 1 •TREE STAKES TO BE VERTICAL, PARALLEL, EVEN — TOPPED, UNSCARRED AND DRIVEN INTO UNDISTURBED SUBGRADE • FERTILIZE ALL TREES WITH APPROVED STARTER FERTILIZER APPLIED AT MANUFACTURER'S SUGGESTED RATES • PLANT TREE 2" HIGHER THAN ADJACENT GRADE RUBBER TREE TIES 8 FOOT, 3" ROUND BVC LODGEPOLE PINE STAKES, 3 PER TREE 2" DEPTH BARK MULCH 4" WATERING BASIN SURROUNDING TREE FINISH GRADE PULL BURLAP OFF TOP 1/3 OF ROOTBALL PLANTING BACKFILL MIX EXISTING SUBGRADE SCARIFY PLANTING PIT WALLS SET ROOTBALL ON MOUND OF COMPACTED PLANTING BACKFILL MIX • USE THREE GUY WIRES PER TREE EVENLY SPACED AROUND BASE OF TREE. • FERTILIZE ALL TREES WITH APPROVED STARTER FERTILIZER APPLIED AT MANUFACTURER'S SUGGESTED RATES • PLANT TREE 1/2" HIGHER THAN DEPTH GROWN AT NURSERY. SAFETY FLAGGING ON GUY GUYING APPARATUS: 1/2" NEW VINYL TUBING 14 GAUGE GALV. WIRE WIRES AS SHOWN. 2" DEPTH BARK MULCH PLANTING BACKFILL MIX 4" WATERING BASIN SURROUNDING TREE 2X2 DOUGLAS FIR STAKE DRIVE INTO UNDISTURBED SUBGRADE FINISH GRADE GROUNDCOVER PLANT. SEE PLANT LIST 2" DEPTH BARK MULCH TOPSOIL DEPTH AND TYPE AS SPECIFIED EXISTING SUBGRADE GROUNDCOVER PLANT SPACING AS INDICATED ON PLANT LIST (TYPICAL) EDGE OF PLANTER PULL BURLAP OFF TOP 1/3 OF ROOTBALL SCARIFY PLANTING PIT WALLS EXISTING SUBGRADE CONIFER TREE PLANTING DETAIL SCALE: 1/2" = 1' -0" 1 7 ROOM 1 - WINTER GEMS 7 9 7 5 1 6 9 4 2 1 1 1 2 2 13 6 13 17 18 34 12 6 1 1 4 ECHC30000 r 4, o 0 0 _0 + + + + + + + + + + 1 —MAN OOTANICAL NAME TREES AMELANCHIER CANADENSIS AZARA MACROPHYLLA HAMAMELIS X INTERMEDIA HILTINGBURY HAMAMELIS X INTERMEDIA JELENA HAMAMELIS X INTERMEDIA ORANGE BEAUTY HAMAMELIS X INTERMEDIA RUBY GLOW HAMAMELIS MOLLIS PALUDA PYRUS CALLERYANA CHANTICLEER STYRAX JAPONICA SHRUBS BERBERIS THUNBERGII VAR ATROPURPUREA 'ROSE GLOW' CALLICARPA BODINIERI 'PROFUSION' CAMELLIA SASANQUA 'YULETIDE' CORNUS SANGUINEA 'MIDWINTER FIRE' CORNUS STOLONIFERA 'ISANTII' CORNUS 5. FLAVIRAMEA CORNUS ALBA 'ELEGANTISSIMA' HEBE PINGUIFOLIA HELLEBORUS ORIENTALIS HELLEBORUS f. 'WESTER FLISK' NANDINA 'GULFSTREAM' NANDINA PLUM PASSION POLYSTICHUM MUNITUM RHODODENDRON ARBOREUM SARCOCOCCA RUSCIFOLIA SPIREA JAPONICA ' GOLDFLAME' SPIREA JAPONICA ' LIMEMOUND' GROUNDCOVERS & VINES CALLUNA VULGARIS CULTIVARS EPIMEDIUM WARLEYENSE FRAGARIA CHILOENSIS LIRIOPE GIGANTEA PACHYSANDRA TERMINALIS PULMONARIA SACHARRATA 'MRS MOON' PERENNIAL MIX: HEMEROCALLIS, RUDBECKIA, ECHINACEA TURF GRANITE BOULDERS 2 —MAN 3 —MAN COMMON NAME SERVICEBERRY BOXLEAF AZARA WITCHHAZEL (HYBRID) WITCHHAZEL (HYBRID) WITCHHAZEL (HYBRID) WITCHHAZEL (HYBRID) WITCHHAZEL (HYBRID) CHANTICLEER PEAR JAPANESE SNOWBELL TREE ROSE GLOW JAPANESE BARBERRY BODINIER BEAUTYBERRY YULETIDE CAMELLIA MIDWINTER FIRE DOGWOOD ISANTII DOGWOOD YELLOW TWIG DOGWOOD VARIEGATED TATARIAN DOGWOOD HEBE WESTER FLISK HELLEBORE WESTER FLISK HELLEBORE GULFSTREAM NANDINA PLUM PASSION NANDINA SWORD FERN RHODODENDRON FRAGRANT SARCOCOCCA GOLDFLAME SPIREA LIMEMOUND SPIREA HEATHER EVERGREEN EPIMEDIUM BEACH STRAWBERRY BIG BLUE LILY TURF PACHYSANDRA LUNGWORT MRS. MOON PERENNIAL MIX: DAY LILY, BLACK EYED SUSAN, PURPLE CONE FLOWER SIZE 2" CAL STD 2" CAL STD 2" CAL MULTI 2" CAL MULTI 2" CAL MULTI 2" CAL MULTI 2" CAL MULTI 3" CAL STD 2" CAL STD 1 GAL 15 GAL 15 GAL 5 GAL 5 GAL 5 GAL 5 GAL 1 GAL 1 GAL. 1 GAL. 5 GAL 5 GAL. 1 GAL 36" B &B 5 GAL 1 GAL. 1 GAL. 1 GAL ®24" 1 GAL ©24" 4" POT ©24" 1 GAL POT ©18" 4" POT ©18" 1 GAL POT ©18" 1 GAL @ 18" OC RANDOMLY PLACED 4., GENERAL NOTES: 1. ALL WORK SHALL BE PERFORMED BY PERSONS FAMILIAR WITH THIS KIND OF WORK AND UNDER THE SUPERVISION OF A QUALIFIED FOREMAN. 2. ALL PLANT MATERIAL SIZES AND QUALITY TO CONFORM TO AMERICAN ASSOCIATION OF NURSERYMEN, AMERICAN STANDARD FOR NURSERY STOCK, 1986. 3. PLANT LOCATIONS ON THE PLANS ARE DIAGRAMMATIC AND MAY BE SUBJECT TO ADJUSTMENT IN THE FIELD BY THE LANDSCAPE ARCHICTECT. 4. ALL PLANT MATERIAL SHALL BE OF NURSERY STOCK AND SHALL BE OF THE TYPE, SIZE AND CONDITION SPECIFIED. THE PLANT MATERIAL SHALL EXHIBIT NORMAL HABITS OF GROWTH FOR THE SPECIES, SHALL HAVE BUDS INTACT AND SHALL BE FREE OF DISEASE, INSECTS, SCARS, BRUISES, BREAKS, SEED AND WEED ROOTS. 5. LANDSCAPE CONTRACTOR SHALL VERIFY LOCATION OF ALL SITE UTILITIES PRIOR TO LANDSCAPE IMPLEMENTATION. PLANT LOCATIONS MAY BE ADJUSTED TO AVOID CONFLICT. 6. LANDSCAPE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING SITE IMPROVEMENTS, PAVING, WALLS, AND UNDERGROUND UTILITIES. DAMAGE SHALL BE REPAIRED TO THE OWNER'S SATISFACTION AND AT NO ADDITIONAL COST. 7. SUBSTITUTION OF PLANT VARIETIES DUE TO LACK OF AVAILABILITY SUBJECT TO APPROVAL BY THE OWNER AND / OR LANDSCAPE ARCHITECT. 8. FERTILIZE ALL PLANT MATERIAL AND SOD (OR SEED) AT TIME OF INSTALLATION WITH APPROVED STARTER FERTILIZERS APPLIED AT MANUFACTURER'S SUGGESTED RATES. 9. ALL PLANTING AREAS SHALL BE IRRIGATED WITH A FULLY AUTOMATED IRRIGATION SYSTEM. 10. PLANT COUNT IS FOR THE CONTRACTOR'S CONVENIENCE; IF THERE IS A DISCREPANCY, THE PLAN SHALL GOVERN. ACTUAL PLANT QUANTITIES TO BE DETERMINED BY REQUIRED PLANT SPACING. 11. ALL PLANT MATERIALS ARE GUARANTEED FOR 1 YEAR AFTER SIG. COMPLETION. HT. L104 0 5 10 20 30 1 RECEIVED CITY OF TUKWILA 'JUN 2 2 2081 PERMIT CENTER I s WINTER GEMS ROOM n PLANTING PLAN P SCALE: ,• =,o I ohnson Braund DESIGN GROUP, INC. Architecture Landscape Architecture Planning 15200 52nd Avenue South Suite 200 Seattle, WA 98188 Phone 206.766.8300 Fax 206.766.8080 www.jbdg.com Greg L. Aliwine, AIA Melvin R. Easter, ASLA STATE OF WASHINGTON RE _ ISTERED IELVIN R. EASTER CERTIFICATE N0.398 ISSUE DATES PROJECT # 0421 FILE NAME: 0421 -L101 DRAWN BY: LP /MB WINTER GEMS ROOM PLANTING PLAN L101 0 a Zz 00 CD C La g g Z k Z U WWD NOT FOR CONSTRUCTION BID SET REV. DATE DESCR. 4 -20 -07 BID SET 11= 111.-_ — 1 111 wnnunu� mm�nnnnnnnm� nunnnmm�mnm� wmm�nmm�nm� nmm�m TOPSOIL DEPTH AND TYPE AS 1 41_111_111-111_111-111- I I_II; - 111 111. " -11 1- III ; III1111111 0 0 0 0 GROUNDCOVER PLANTING DETAIL SCALE: 1/2" = 1'--0" ROOTBALL DI SCALE: 1/2" = 1' -0" SHRUB PLANTING DETAIL vmewommqv �:� : � : � ::;i ti 1.5 - 2 TIMES ROOT BALL DIAMETER TREE PLANTING SCALE: 1/2" = 1' -0" � '4. 4 4 •: + 4 't yt tt . o t . +A. t . 1.5 - 2 TIMES ROOT BALL DIAMETER • PLANT SHRUB 1/2" HIGHER THAN DEPTH GROWN AT NURSERY. • FERTILIZE ALL PLANTS WITH APPROVED STARTER FERTILIZER APPLIED AT MANUFACTURER'S SUGGESTED RATES 2" DEPTH BARK MULCH 4" WATERING BASIN SURROUNDING PLANT FINISH GRADE REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL. LIGHTLY SCARIFY ROOTBALL OF CONTAINER-GROWN PLANTS. PRIOR TO BACKFILUNG PLANTING BACKFILL SCARIFY PLANTING PIT WALLS EXISTING SUBGRADE SET ROOTBALL ON MOUND OF COMPACTED PLANTING BACKFILL MIX • TREE STAKES TO BE VERTICAL, PARALLEL, EVEN - TOPPED, UNSCARRED AND DRIVEN INTO UNDISTURBED SUBGRADE • FERTILIZE ALL TREES WITH APPROVED STARTER FERTILIZER APPLIED AT MANUFACTURER'S SUGGESTED RATES • PLANT TREE 2" HIGHER THAN ADJACENT GRADE • USE THREE GUY WIRES PER TREE EVENLY SPACED AROUND BASE OF TREE. • FERTILIZE ALL TREES WITH APPROVED STARTER FERTILIZER APPLIED AT MANUFACTURER'S SUGGESTED RATES •PLANT TREE 1/2" HIGHER THAN DEPTH GROWN AT NURSERY. SAFETY FLAGGING ON GUY FINISH GRADE EXISTING SUBGRADE GROUNDCOVER PLANT. SEE PLANT LIST 2" DEPTH BARK MULCH SPECIFIED EXISTING SUBGRADE GROUNDCOVER PLANT SPACING AS INDICATED ON PLANT LIST (TYPICAL) EDGE OF PLANTER RUBBER TREE TIES 8 FOOT, 3" ROUND BVC LODGEPOLE PINE STAKES, 3 PER TREE 2" DEPTH BARK MULCH 4" WATERING BASIN SURROUNDING TREE PULL BURLAP OFF TOP 1/3 OF ROOTBALL PLANTING BACKFILL MIX EXISTING SUBGRADE SCARIFY PLANTING PIT WALLS SET ROOTBALL ON MOUND OF COMPACTED PLANTING BACKFILL MIX GUYING APPARATUS: 1/2" NEW VINYL TUBING 14 GAUGE GALV. WIRE WIRES AS SHOWN. 2" DEPTH BARK MULCH PLANTING BACKFILL MIX 4" WATERING BASIN SURROUNDING TREE 2X2 DOUGLAS FIR STAKE DRIVE INTO UNDISTURBED SUBGRADE FINISH GRADE PULL BURLAP OFF TOP 1/3 OF ROOTBALL SCARIFY PLANTING PIT WALLS CONIFER TREE PLANTING DETAIL SCALE: 1/2" = 1' -0" 4 18 3 7 2 5 ROOM 2 - DWARF CONIFERS ROOM 1 3 7 X 9 23 13 32 11 7 Q 5 4 18 8 8 8 E xE)0 Or) 001 0 0 0 000000 ✓ vvvvv vvvvvV BOTANICAL NAME TREES AIBIES KOREANA 'HORSTMANN'S SILBERLOCKE' CHAMAECYPARIS NOOTKATENSIS 'PENDULA' CHAMAECYPARIS OBTUSA 'GRACILIS' CHAMAECYPARIS OBTUSA 'NANA AUREA' FAGUS SYLVATICA PENDULA PICEA GLAUCA ALBERTIANA CONICA PINUS PUMILA GLAUCA PYRUS CALLERYANA CHANTICLEER TSUGA MERTENSIANA SHRUBS EUPHORBIA MYRSINITES EUPHORBIA CHARIACAS 'WULFENII' HELLEBORUS ORIENTALIS JASMINUM NUDIFLORUM JUNIPERUS SQUAMATA 'BLUE STAR' MAHONIA 'ARTHUR MENZIES' OSMANTHUS ' GOSHIKI' PHORMIUM 'GOLD SWORD' PICEA ABIES 'NIDIFORMIS' RHODODENDRON CILPINENSE SARCOCOCCA RUSCIFOLIA VIBURNUM DAVIDII VIBURNUM RHYTIDOPHYLLUM GROUNDCOVERS & VINES EPIMEDIUM RUBRUM ERICA DARLEYENSIS CULTIVARS CALLUNA VULGARIS CULTIVARS CAREX MORROWII 'YELLOW' PACHYSANDRA TERMINALIS PULMONARIA SACCHARATA 'HIGHD LIRIOPE GIGANTEA TURF GRANITE BOULDERS 1 -MAN 2-MAN BOULDERS SHOWN CO POND EDGE ARE N.I.C. 3 -MAN COMMON NAME DWARF KOREAN FIR WEEPING ALASKA CEDAR HINOKI FALSECYPRESS GOLDEN DWARF FALSE CYPRESS WEEPING BEECH DWARF ALBERTA SPRUCE DWARF SIBERIAN PINE CHANTICLEER PEAR DWARF MOUNTAIN HEMLOCK DONKEY TAIL EUPHORBIA EUPHORBIA LENTEN ROSE WINTER JASMINE BLUE STAR JUNIPER ARTHUR MENZIES OREGON GRAPE GOSHIKI OSMANTHUS YELLOW NEW ZEALAND FLAX BIRD'S NEST SPRUCE RHODODENDRON SWEET BOX DAVID'S VIBURNUM LEATHERLEAF VIBURNUM EPIMEDIUM HEATH HEATHER YELLOW JAPANESE SEDGE PACHYSANDRA OWN' HIGH DOWN LUNGWORT BIG BLUE LILY TURF SIZE 36" B &B 6' B &B 6' B &B 24" B &B 2" CAL 15 GAL 15 GAL 3" CAL 4" CAL 1 GAL 1 GAL. 1 GAL 5 GAL 1 GAL. 15 GAL 5 GAL 5 GAL 5 GAL 24" B &B 5 GAL 5 GAL 5 GAL. 1 GAL. 024 1 GAL. L 1 GAL. 024 1 GAL. 024 4" POT 018 1 GAL. 24 18 1 GAL. 018 GENERAL NOTES: 1. ALL WORK SHALL BE PERFORMED BY PERSONS FAMILIAR WITH THIS KIND OF WORK AND UNDER THE SUPERVISION OF A QUALIFIED FOREMAN. 2. ALL PLANT MATERIAL SIZES AND QUALITY TO CONFORM TO AMERICAN ASSOCIATION OF NURSERYMEN, AMERICAN STANDARD FOR NURSERY STOCK, 1986. 3. PLANT LOCATIONS ON THE PLANS ARE DIAGRAMMATIC AND MAY BE SUBJECT TO ADJUSTMENT IN THE FIELD BY THE LANDSCAPE ARCHICTECT. 4. ALL PLANT MATERIAL SHALL BE OF NURSERY STOCK AND SHALL BE OF THE TYPE, SIZE AND CONDITION SPECIFIED. THE PLANT MATERIAL SHALL EXHIBIT NORMAL HABITS OF GROWTH FOR THE SPECIES, SHALL HAVE BUDS INTACT AND SHALL BE FREE OF DISEASE, INSECTS, SCARS, BRUISES, BREAKS, SEED AND WEED ROOTS. 5. LANDSCAPE CONTRACTOR SHALL VERIFY LOCATION OF ALL SITE UTILITIES PRIOR TO LANDSCAPE IMPLEMENTATION. PLANT LOCATIONS MAY BE ADJUSTED TO AVOID CONFLICT. 6. LANDSCAPE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING SITE IMPROVEMENTS, PAVING, WALLS, AND UNDERGROUND UTILITIES. DAMAGE SHALL BE REPAIRED TO THE OWNER'S SATISFACTION AND AT NO ADDITIONAL COST. 7. SUBSTITUTION OF PLANT VARIETIES DUE TO LACK OF AVAILABILITY SUBJECT TO APPROVAL BY THE OWNER AND OR LANDSCAPE ARCHITECT. 8. FERTILIZE ALL PLANT MATERIAL AND SOD (OR SEED) AT TIME OF INSTALLATION WITH APPROVED STARTER FERTILIZERS APPLIED AT MANUFACTURER'S SUGGESTED RATES. 9. ALL PLANTING AREAS SHALL BE IRRIGATED WITH A FULLY AUTOMATED IRRIGATION SYSTEM. 10. PLANT COUNT IS FOR THE CONTRACTOR'S CONVENIENCE; IF THERE IS A DISCREPANCY, THE PLAN SHALL GOVERN. ACTUAL PLANT QUANTITIES TO BE DETERMINED BY REQUIRED PLANT SPACING. 11. ALL PLANT MATERIALS ARE GUARANTEED FOR 1 YEAR AFTER SIG. COMPLETION. / e e 0 5 10 20 30 KEYMAPI RECEIVED CITY OF TUKWILA JUN 2 2 2007 PE Rn,1rT CENTS DWARF CONIFERS ROOM PLANTING PLAN SCALE: ," =,a Johnson Braund DESIGN CROUP, INC. Architecture Landscape Architecture Planning 15200 52nd Avenue South Suite 200 Seattle, WA 98188 Phone 206.766.8300 Fax 206.766.8080 www.jbdg.carn Greg L. Allwine, AIA Melvin R. Easter, ASLA STATE OF WASHINGT ❑N n RE ISTEREI) 7 :�• 7 A •E • RC- ■ MELVIN R. EAS CERTIFICATE NO.398 ISSUE DATES 0 1—� 2z 0 < 2P. z w 0 Of w z Z w • Z o < 0 W Z 0 Z co O W � E w o� ~ W coo LL' O 0 PROJECT # 0421 FILE NAME: 0421 -L102 DRAWN BY: LP /MB DWARF CONIFERS ROOM PLANTING PLAN L102 NOT FOR CONSTRUCTION BID SET Johnson Braund DESIGN GROUP, INC. Architecture Landscape Architecture Planning 15200 52nd Avenue South Suite 200 Seattle, WA 98188 Phone 206.766.8300 Fax 206.766.8080 www.jbdg.corn Greg L. Allwine, AIA Melvin R. Easter, ASLA C STATE OF WASHINGT ❑N STEREI] j "Fi � A; H I 1 R. EASTER CERTIFICATE N0,398 ISSUE DATES REV. DATE DESCR. 4 -20 -07 BID SET PROJECT # 0421 FILE NAME: 0421 -L103 DRAWN BY: LP /MB THE RIVER WOODS ROOM PLANTING PLAN - 103 NOT FOR CONSTRUCTION BID SET I1 --111 11 111 . 111 minnnm mnnnnnin n mminummmui� wImn nmim mminm IF �— III — III — III — III —III I I _1I I -1I' = 111111; " 1 I I- 111, I I I IIEIIf f � 111 1II Ii1 1I I �I II1- GROUNDCOVER PLANTING DETAIL SCALE: 1/2" = 1' -0" ROOTBALL DI E SHRUB PLANTING DETAIL SCALE: 1/2" = 1 -0" . +i +i + + + + + • + + + +i nIIUInhiIIIllIIlm' - Il i... 1.5- 2 TIMES ROOT BALL DIAMETER 1.5 - 2 TIMES ROOT BALL DIAMETER UAL SCALE: 1/2" = 1' -0" TREE PLANTING War + +: + �� + •Z: s r y GROUNDCOVER PLANT. SEE PLANT LIST 2" DEPTH BARK MULCH TOPSOIL DEPTH AND TYPE AS SPECIFIED EXISTING SUBGRADE GROUNDCOVER PLANT SPACING AS INDICATED ON PLANT LIST (TYPICAL) EDGE OF PLANTER • PLANT SHRUB 1/2" HIGHER THAN DEPTH GROWN AT NURSERY. • FERTILIZE ALL PLANTS WITH APPROVED STARTER FERTILIZER APPLIED AT MANUFACTURER'S SUGGESTED RATES 2" DEPTH BARK MULCH 4" WATERING BASIN SURROUNDING PLANT FINISH GRADE REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL. LIGHTLY SCARIFY ROOTBALL OF CONTAINER -GROWN PLANTS. PRIOR TO BACKFILLING PLANTING BACKFILL SCARIFY PLANTING PIT WALLS EXISTING SUBGRADE SET ROOTBALL ON MOUND OF COMPACTED PLANTING BACKFILL MIX -U • TREE STAKES TO BE VERTICAL, PARALLEL, EVEN - TOPPED, UNSCARRED AND DRIVEN INTO UNDISTURBED SUBGRADE • FERTILIZE ALL TREES WITH APPROVED STARTER FERTILIZER APPLIED AT MANUFACTURER'S SUGGESTED RATES • PLANT TREE 2" HIGHER THAN ADJACENT GRADE RUBBER TREE TIES 8 FOOT, 3" ROUND BVC LODGEPOLE PINE STAKES, 3 PER TREE 2" DEPTH BARK MULCH 4" WATERING BASIN SURROUNDING TREE FINISH GRADE PULL BURLAP OFF TOP 1/3 OF ROOTBALL "' I. - PLANTING BACKFILL MIX - III=� EXISTING SUBGRADE SCARIFY PLANTING PIT WALLS SET ROOTBALL ON MOUND OF COMPACTED PLANTING BACKFILL MIX • USE THREE GUY WIRES PER TREE EVENLY SPACED AROUND BASE OF TREE. • FERTILIZE ALL TREES WITH APPROVED STARTER FERTILIZER APPLIED AT MANUFACTURER'S SUGGESTED RATES • PLANT TREE 1/2" HIGHER THAN DEPTH GROWN AT NURSERY. SAFETY FLAGGING ON GUY GUYING APPARATUS: 1/2" NEW VINYL TUBING 14 GAUGE GALV. WIRE WIRES AS SHOWN. 2" DEPTH BARK MULCH PLANTING BACKFILL MIX 4" WATERING BASIN SURROUNDING TREE 2X2 DOUGLAS FIR STAKE DRIVE INTO UNDISTURBED SUBGRADE FINISH GRADE PULL BURLAP OFF TOP 1/3 OF ROOTBALL SCARIFY PLANTING PIT WALLS EXISTING SUBGRADE CONIFER TREE PLANTING DETAIL SCALE: 1/2" - 1' -0" ROOM 3 — THE RIVER WOODS ROOM 1 1 4 3 1 1 3 11 4 7 27 6 3 9 3 3 gry 9 5 2 2 rr r —r� r —� - 00400 4444E 0 0 0 0 0 c ; �o Ms Sg in° Vino BOTANICAL NAME TREES BETULA ALBO - SINENSIS SEPTENTRIONALIS BETULA JACQUEMONTII BETULA NIGRA GARRYA ISSAQUAHENSIS OEMLERIA CERASIFORMIS PYRUS CALLERYANA CHANTICLEER STEWARTIA MONDELPHA SHRUBS BERBERUS 'GOLD RING' CORNUS MAS HOLODISCUS DISCOLOR MAHONIA AQUIFOLIUM NANDINA FIREPOWER OSMANTHUS HETEROPHYLLUS 'VARIEGATA' PERNETTYA LITTORAUS SARCOCOCCA HOOKERANA HUMIUS VIBURNUM DAVID!' VIBURNUM RHYTIDOPHYLLUM CALMAGROSTIS ACUTIFLORA 'KARL FOERSTER' CAREX BUCHANANII CAREX BUCHANANII 'BOWLES GOLDEN' CAREX MORROW!' EXPALLIDA EPIMEDIUM PERRALCHICUM HELICTOTRICHON SEMPERVIRENS LIRIOPE GIGANTEA MISCANTHUS STRICTUS MISCANTHUS S. CONDENSATUS 'CABARET' PANICUM V. 'HEAVY METAL' PANICUM V. 'ROTSTRAHLBUSCH' STIPA ARUNDINACEA STIPA GIGANTEA CALLUNA VULGARIS CULTIVARS CLEMATIS ARMANDII CLEMATIS CIRRHOSA BALEARICA TURF BOULDERS SHOWN @ POND EDGE ARE N.I.C. COMMON NAME CHINESE RED BIRCH HIMALAYAN BIRCH RIVER BIRCH ISSAQUAH SILK TASSEL INDIAN PLUM CHANTICLEER PEAR TALL STEWARTIA OREGON GRAPE FIREPOWER NANDINA VARIEGATED OSMANTHUS PERNETTYA SWEET BOX DAVID'S VIBURNUM LEATHERLEAF VIBURNUM GROUNDCOVERS, VINES & ORNAMENTAL GRASSES GOLD RING BARBERRY CORNELIAN CHERRY DOGWOOD OCEAN SPRAY FEATHER REED GRASS RED LEATHERLEAF SEDGE GOLDEN LEATHERLEAF SEDGE VARIEGATED JAPANESE SEDGE EVERGREEN EPIMEDIUM BLUE OAT GRASS BIG BLUE LILY TURF PORCUPINE GRASS CABARET EULALIA GRASS BLUE -GRAY SWITCHGRASS RED SWITCHGRASS PHEASANT'S TAIL GRASS GIANT FEATHER GRASS HEATHER EVERGREEN CLEMATIS EVERGREEN CLEMATIS SIZE 3" CAL STD. 3 CAL STD. 3" CAL STD. 2" CAL. MULTI 2" CAL. MULTI 3 CAL STD. 3" CAL STD. 1 GAL. 15 GAL 5 GAL 15 GAL. 5 GAL. 15 GAL. 1 GAL. 5 GAL 5 GAL 5 GAL. 1 GAL 1 GAL 1 GAL 1 GAL 1 GAL 1 GAL 1 GAL 1 GAL 1 GAL 1 GAL 1 GAL 1 GAL 1 GAL 1 GAL 15 GAL, TIE TO METAL TRELLIS 15 GAL, TIE TO METAL TREWS Ni . ▪ 1, + f + 4 + + . . X s ett 1 1 s swim ism. nem �. orma • GENERAL NOTES: 1. ALL WORK SHALL BE PERFORMED BY PERSONS FAMILIAR WITH THIS KIND OF WORK AND UNDER THE SUPERVISION OF A QUALIFIED FOREMAN. 2. ALL PLANT MATERIAL SIZES AND QUALITY TO CONFORM TO AMERICAN ASSOCIATION OF NURSERYMEN, AMERICAN STANDARD FOR NURSERY STOCK, 1986. 3. PLANT LOCATIONS ON THE PLANS ARE DIAGRAMMATIC AND MAY BE SUBJECT TO ADJUSTMENT IN THE FIELD BY THE LANDSCAPE ARCHICTECT. 4. ALL PLANT MATERIAL SHALL BE OF NURSERY STOCK AND SHALL BE OF THE TYPE, SIZE AND CONDITION SPECIFIED. THE PLANT MATERIAL SHALL EXHIBIT NORMAL HABITS OF GROWTH FOR THE SPECIES, SHALL HAVE BUDS INTACT AND SHALL BE FREE OF DISEASE, INSECTS, SCARS, BRUISES, BREAKS, SEED AND WEED ROOTS. 5. LANDSCAPE CONTRACTOR SHALL VERIFY LOCATION OF ALL SITE UTILITIES PRIOR TO LANDSCAPE IMPLEMENTATION. PLANT LOCATIONS MAY BE ADJUSTED TO AVOID CONFLICT. 6. LANDSCAPE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING SITE IMPROVEMENTS, PAVING, WALLS, AND UNDERGROUND UTILITIES. DAMAGE SHALL BE REPAIRED TO THE OWNER'S SATISFACTION AND AT NO ADDITIONAL COST. 7. SUBSTITUTION OF PLANT VARIETIES DUE TO LACK OF AVAILABILITY SUBJECT TO APPROVAL BY THE OWNER AND / OR LANDSCAPE ARCHITECT. 8. FERTILIZE ALL PLANT MATERIAL AND SOD (OR SEED) AT TIME OF INSTALLATION WITH APPROVED STARTER FERTILIZERS APPLIED AT MANUFACTURER'S SUGGESTED RATES. 9. ALL PLANTING AREAS SHALL BE IRRIGATED WITH A FULLY AUTOMATED IRRIGATION SYSTEM. 10. PLANT COUNT IS FOR THE CONTRACTOR'S CONVENIENCE; IF THERE IS A DISCREPANCY, THE PLAN SHALL GOVERN. ACTUAL PLANT QUANTITIES TO BE DETERMINED BY REQUIRED PLANT SPACING. 11. ALL PLANT MATERIALS ARE GUARANTEED FOR 1 YEAR AFTER SIG. COMPLETION. m 0 0 5 10 20 30 i mmEmEmmmEmmi PERu1I7 Q N TEN THE RIVER WOODS ROOM PLANTING PLAN V11 "V4V4T 4 • 4 1 ii 4 4 : 4 1 : R ;:;; «;;;;: mim nuninmm��i mii nnini�•a -' - . w ��n-nnnnn um — III -III 111 i _111 � i 11 i l � l 111mH l l ROOTBALL DI TREE PLANTING SCALE: 1/2" = 1 -0" SCALE: 1/2" = 1' -0" BALL DIAMETER SCALE: 1/2" = 1' -0" FINISH GRADE FINISH GRADE GROUNDCOVER PLANT. SEE PLANT LIST 2" DEPTH BARK MULCH TOPSOIL DEPTH AND TYPE AS SPECIFIED EXISTING SUBGRADE E' UAL GROUNDCOVER PLANT SPACING AS ♦ INDICATED ON PLANT LIST (TYPICAL) IF W EDGE OF PLANTER GROUNDCOVER PLANTING DETAIL SCALE: 1/2" = 1' -0" • PLANT SHRUB 1/2" HIGHER THAN DEPTH GROWN AT NURSERY. • FERTILIZE ALL PLANTS WITH APPROVED STARTER FERTILIZER APPLIED AT MANUFACTURER'S SUGGESTED RATES 2" DEPTH BARK MULCH 4" WATERING BASIN SURROUNDING PLANT FINISH GRADE REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL. LIGHTLY SCARIFY ROOTBALL OF CONTAINER —GROWN PLANTS. PRIOR TO BACKFILLING PLANTING BACKFILL SCARIFY PLANTING PIT WALLS EXISTING SUBGRADE SET ROOTBALL ON MOUND OF COMPACTED PLANTING BACKFILL MIX SHRUB PLANTING DETAIL • TREE STAKES TO BE VERTICAL, PARALLEL, EVEN — TOPPED, UNSCARRED AND DRIVEN INTO UNDISTURBED SUBGRADE • FERTILIZE ALL TREES WITH APPROVED STARTER FERTILIZER APPLIED AT MANUFACTURER'S SUGGESTED RATES • PLANT TREE 2" HIGHER THAN ADJACENT GRADE RUBBER TREE TIES 8 FOOT, 3" ROUND BVC LODGEPOLE PINE STAKES, 3 PER TREE 2" DEPTH BARK MULCH 4" WATERING BASIN SURROUNDING TREE PULL BURLAP OFF TOP 1/3 OF ROOTBALL PLANTING BACKFILL MIX EXISTING SUBGRADE SCARIFY PLANTING PIT WALLS SET ROOTBALL ON MOUND OF COMPACTED PLANTING BACKFILL MIX • USE THREE GUY WIRES PER TREE EVENLY SPACED AROUND BASE OF TREE. • FERTILIZE ALL TREES WITH APPROVED STARTER FERTILIZER APPLIED AT MANUFACTURER'S SUGGESTED RATES • PLANT TREE 1/2" HIGHER THAN DEPTH GROWN AT NURSERY. SAFETY FLAGGING ON GUY GUYING APPARATUS: 1/2" NEW VINYL TUBING 14 GAUGE GALV. WIRE WIRES AS SHOWN. 2" DEPTH BARK MULCH PLANTING BACKFILL MIX 4" WATERING BASIN SURROUNDING TREE 2X2 DOUGLAS FIR STAKE DRIVE INTO UNDISTURBED SUBGRADE PULL BURLAP OFF TOP 1/3 OF ROOTBALL SCARIFY PLANTING PIT WALLS EXISTING SUBGRADE CONIFER TREE PLANTING DETAIL ROOM 4 — MAPLE WAY ROOM 1 1 2 2 8 2 6 9 7 Q 2 3 3 2 1 2 3 3 2 10 10 14 23 12 24 2 2 10 7 11 0 o90 0 vvvvvv - v 7 v v v c TURF 1 — MAN 2 — MAN 3 —MAN BOTANICAL NAME TREES ACER DAVIDII ACER GRISEUM ACER PALMATUM ACER PALMATUM 'BLOODGOOD' ACER PALMATUM 'BUTTERFLY' ACER PALMATUM ' MOONFIRE' ACER PALMATUM 'SANGO KAKU' ACER P. DISSECTUM 'CRIMSON QUEEN' ACER P. DISSECTUM 'SEIRYU' ACER P. DISSECTUM 'TAMUKEYAMA' ACER P. DISSECTUM 'VIRIDIS' ACER TATARICUM GINNALA 'FLAME' PYRUS CALLERYANA CHANTICLEER SHRUBS CAMELLIA JAPONICA CHIMONANTHUS PRAECOX DAPHNE ODORA EUPHORBIA MARTINII EUPHORBIA CHARIACAS HELLEBORUS ORIENTALIS LEUCOTHE FONTAINSIANA 'SCARLETTA' POLYSTICHUM MUNITUM RHODODENDRON SP. RAMAPO SARCOCOCCA HOOKERANA HUMUS ZANTEDESCHIA AETHIOPICA GROUNDCOVER$ & VINES ARCTOSTAPHYLLOS UVA —URSI CALLUNA VULGARIS CULTIVARS EPIMEDIUM PERRALCHICUM FRAGARIA CHILOENSIS LIRIOPE GIGANTEA PACHYSANDRA TERMINALIS RUBUS CALYCINOIDES AKEBIA QUINATA CLEMATIS var PURPURASCENS 'LANDSDOWNE GEM' GRANITE BOULDERS COMMON NAME DAVID'S MAPLE PAPER BARK MAPLE JAPANESE MAPLE BLOODGOOD MAPLE BUTTERFLY MAPLE MOONFIRE MAPLE CORAL BARK MAPLE CRIMSON QUEEN MAPLE SEIRYU MAPLE TAMUKEYAMA MAPLE WEEPING GREEN MAPLE TATARIAN FLAME MAPLE CHANTICLEER PEAR CAMELLIA WINTERSWEET WINTER DAPHNE EUPHORBIA EUPHORBIA LENTEN ROSE DROOPING LEUCOTHE SWORD FERN RHODODENDRON SWEET BOX CALLA LILY KINNICKINNICK HEATHER EVERGREEN EPIMEDIUM BEACH STRAWBERRY BIG BLUE LILY TURF PACHYSANDRA EMERALD CREEPER FIVE LEAF AKEBIA CHINESE WISTERIA SIZE 3" CAL STD. 3" CAL STD. 2" CAL 2" CAL. 2" CAL 2" CAL 2" CAL 2" CAL. 2" CAL 2" CAL 2" CAL 2" CAL 3" CAL STD. 15 GAL. 5 GAL 5 GAL. 1 GAL. 1 GAL. 1 GAL 1 GAL. 1 GAL. 24" B &B 5 GAL 5 GAL 1 GAL CO 24" OC 1 GAL @ 24" OC 1 GAL © 24" OC 4" POTS ® 18" OC 1 GAL @ 18" OC 4" POTS © 18" OC 4" POTS ® 36" OC 15 GAL TIE TO METAL TRELLIS 15 GAL TIE TO METAL TRELLIS GENERAL NOTES: 1. ALL WORK SHALL BE PERFORMED BY PERSONS FAMILIAR WITH THIS KIND OF WORK AND UNDER THE SUPERVISION OF A QUALIFIED FOREMAN. 2. ALL PLANT MATERIAL SIZES AND QUALITY TO CONFORM TO AMERICAN ASSOCIATION OF NURSERYMEN, AMERICAN STANDARD FOR NURSERY STOCK, 1986. 3. PLANT LOCATIONS ON THE PLANS ARE DIAGRAMMATIC AND MAY BE SUBJECT TO ADJUSTMENT IN THE FIELD BY THE LANDSCAPE ARCHICTECT. 4. ALL PLANT MATERIAL SHALL BE OF NURSERY STOCK AND SHALL BE OF THE TYPE, SIZE AND CONDITION SPECIFIED. THE PLANT MATERIAL SHALL EXHIBIT NORMAL HABITS OF GROWTH FOR THE SPECIES, SHALL HAVE BUDS INTACT AND SHALL BE FREE OF DISEASE, INSECTS, SCARS, BRUISES, BREAKS, SEED AND WEED ROOTS. 5. LANDSCAPE CONTRACTOR SHALL VERIFY LOCATION OF ALL SITE UTILITIES PRIOR TO LANDSCAPE IMPLEMENTATION. PLANT LOCATIONS MAY BE ADJUSTED TO AVOID CONFUCT. 6. LANDSCAPE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING SITE IMPROVEMENTS, PAVING, WALLS, AND UNDERGROUND UTILITIES. DAMAGE SHALL BE REPAIRED TO THE OWNER'S SATISFACTION AND AT NO ADDITIONAL COST. 7. SUBSTITUTION OF PLANT VARIETIES DUE TO LACK OF AVAILABILITY SUBJECT TO APPROVAL BY THE OWNER AND / OR LANDSCAPE ARCHITECT. 8. FERTILIZE ALL PLANT MATERIAL AND SOD (OR SEED) AT TIME OF INSTALLATION WITH APPROVED STARTER FERTILIZERS APPLIED AT MANUFACTURER'S SUGGESTED RATES. 9. ALL PLANTING AREAS SHALL BE IRRIGATED WITH A FULLY AUTOMATED IRRIGATION SYSTEM. 10. PLANT COUNT IS FOR THE CONTRACTOR'S CONVENIENCE; IF THERE IS A DISCREPANCY, THE PLAN SHALL GOVERN. ACTUAL PLANT QUANTITIES TO BE DETERMINED BY REQUIRED PLANT SPACING. 11. ALL PLANT MATERIALS ARE GUARANTEED FOR 1 YEAR AFTER SIG. COMPLETION. 0 5 10 20 0 MAPLE WAY ROOM PLANTING PLAN SCALE: i' -10' PERMIT CENTER sormtimws Johnson B raund DESIGN GROUP, INC. Architecture Landscape Architecture Planning 15200 52nd Avenue South Suite 200 Seattle, WA 98188 Phone 206.766.8300 Fax 206.766.8080 www.jbdg.com Greg L. Allwine, AIA Melvin R. Easter, ASLA STATE OF WASHINGTON R ISTERED r - A - H T 1T R. TER CERTIFICATE NO.398 ISSUE DATES REV. DATE 4 -20 -07 DESCR. BID SET z w c� w z 0 2 o z ❑< 2 F-- z w 2 z o < 0 O • I Z (1) O 0 W = 1- u) 0 � ▪ I- 0 0 PROJECT # 0421 FILE NAME: 0421 -L104 DRAWN BY: LP /MB L104 MAPLE WAY ROOM PLANTING PLAN NOT FOR CONSTRUCTION 13113 SET • :: . • -.. mm mtitII mim 1111111 IMILIM'n Ulf ' I I I— I II — III — III —III- 111- 111 —.-I I ; 111 =111= III -=III ; I I I I III — 11 111 1 I i , I I I_- 0 0 0 0 GROUNDCOVER PLANTING DETAIL SCALE: 1/2" = ROOM 5 -- NATURE'S VEIL QL 13OTANICAL NAME TREES 1 3 3 3 11 4 33 10 9 1 22 1 35 11 12 r r r E;141 43412 EC3 r) 0103 E03 1- + + + + + ++ + + + + GROUNDCOVER PLANT. SEE PLANT LIST 2" DEPTH BARK MULCH TOPSOIL DEPTH AND TYPE AS SPECIFIED EXISTING SUBGRADE GROUNDCOVER PLANT SPACING AS INDICATED ON PLANT LIST (TYPICAL) EDGE OF PLANTER CORYLOPSIS SPICATA GARRYA FREMONTII GARRYA ISSAQUAHENSIS OEMLERIA CERASIFORMIS PYRUS CALLERYANA CHANTICLEER SHRUBS CHIMONANTHUS PRAECOX CORNUS STOLONIFERA HOLODISCUS DISCOLOR LEUCOTHOE FONTANESIANA LONICERA STANDISHII MAHONIA AQUIFOLIUM MAHONIA 'ARTHUR MENZIES' POLYSTICHUM MUNITUM ROSA RUGOSA VARIETIES SYMPHORICARPOS ALBUS GROUNDCQVERS & VINES ARCTOSTAPHYLLOS UVA —URSI EPIMEDIUM PERRALCHICUM FRAGARIA CHILOENSIS GAULTHERIA SHALLON TURF TI= COMMON NAME SPIKE WINTER HAZEL FREMONT SILKTASSEL ISSAQUAH SILK TASSEL INDIAN PLUM CHANTICLEER PEAR KINNICKINNICK EVERGREEN EPIMEDIUM BEACH STRAWBERRY SALAL ROOTBALL DI WINTER SWEET REDOSIER DOGWOOD OCEAN SPRAY DROOPING LEUCOTHOE STANDISH HONEYSUCKLE OREGON GRAPE ARTHUR MENZIES OREGON GRAPE SWORD FERN RUGOSA ROSE SNOWBERRY SCALE: 1/2" = 1'--0" • PLANT SHRUB 1/2" HIGHER THAN DEPTH GROWN AT NURSERY. • FERTILIZE ALL PLANTS WITH APPROVED STARTER FERTILZER APPLIED AT MANUFACTURER'S SUGGESTED RATES 2" DEPTH BARK MULCH 4" WATERING BASIN SURROUNDING PLANT FINISH GRADE REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL. LIGHTLY SCARIFY ROOTBALL OF CONTAINER —GROWN PLANTS. PRIOR TO BACKFILLING PLANTING BACKFILL SCARIFY PLANTING PIT WALLS EXISTING SUBGRADE SET ROOTBALL ON MOUND OF COMPACTED PLANTING BACKFILL MIX SHRUB PLANTING DETAIL 2" CAL. MULTI 2" CAL. MULTI 2" CAL. MULTI 2" CAL. MULTI 3" CAL. STD. 5 GAL. 5 GAL. 5 GAL. 1 GAL. 5 GAL. 5 GAL. 15 GAL 1 GAL 15 GAL. 1 GAL 1 GAL ® 24" OC 1 GAL ® 24" OC 4" POTS ® 18" OC 4" POTS ® 24" OC lllllll Imo. ,,„„..�J Wit, tow 1. ■ 1.5 — 2 TIMES ROOT BALL DIAMETER SET ROOTBALL ON MOUND OF 1.5 — 2 TIMES ROOT COMPACTED PLANTING BACKFILL MIX BALL DIAMETER TREE PLANTING SCALE: 1/2" = 1' -0" oplco � Avie o USE THREE GUY WIRES PER TREE EVENLY SPACED AROUND BASE OF TREE. • FERTILIZE ALL TREES WITH APPROVED STARTER FERTILIZER APPLIED AT MANUFACTURER'S SUGGESTED RATES •PLANT TREE 1/2" HIGHER THAN DEPTH GROWN AT NURSERY. SAFETY FLAGGING ON GUY GUYING APPARATUS: 1/2" NEW VINYL TUBING 14 GAUGE GALV. WIRE WIRES AS SHOWN. 2" DEPTH BARK MULCH PLANTING BACKFILL MIX 4" WATERING BASIN SURROUNDING TREE 2X2 DOUGLAS FIR STAKE DRIVE INTO UNDISTURBED SUBGRADE FINISH GRADE =1 EXISTING SUBGRADE • TREE STAKES TO BE VERTICAL, PARALLEL, EVEN — TOPPED, UNSCARRED AND DRIVEN INTO UNDISTURBED SUBGRADE • FERTILIZE ALL TREES WITH APPROVED STARTER FERTILIZER APPLIED AT MANUFACTURER'S SUGGESTED RATES • PLANT TREE 2" HIGHER THAN ADJACENT GRADE RUBBER TREE TIES 8 FOOT, 3" ROUND BVC LODGEPOLE PINE STAKES, 3 PER TREE 2" DEPTH BARK MULCH 4" WATERING BASIN SURROUNDING TREE FINISH GRADE PULL BURLAP OFF TOP 1/3 OF ROOTBALL PLANTING BACKFILL MIX EXISTING SUBGRADE SCARIFY PLANTING PIT WALLS PULL BURLAP OFF TOP 1/3 OF ROOTBALL SCARIFY PLANTING PIT WALLS CONIFER TREE PLANTING DETAIL SCALE: 1 /2" = 1' -0" GENERAL NOTES: 1. ALL WORK SHALL BE PERFORMED BY PERSONS FAMILIAR WITH THIS KIND OF WORK AND UNDER THE SUPERVISION OF A QUALIFIED FOREMAN. 2. ALL PLANT MATERIAL SIZES AND QUALITY TO CONFORM TO AMERICAN ASSOCIATION OF NURSERYMEN, AMERICAN STANDARD FOR NURSERY STOCK, 1986. 3. PLANT LOCATIONS ON THE PLANS ARE DIAGRAMMATIC AND MAY BE SUBJECT TO ADJUSTMENT IN THE FIELD BY THE LANDSCAPE ARCHICTECT. 4. ALL PLANT MATERIAL SHALL BE OF NURSERY STOCK AND SHALL BE OF THE TYPE, SIZE AND CONDITION SPECIFIED. THE PLANT MATERIAL SHALL EXHIBIT NORMAL HABITS OF GROWTH FOR THE SPECIES, SHALL HAVE BUDS INTACT AND SHALL BE FREE OF DISEASE, INSECTS, SCARS, BRUISES, BREAKS, SEED AND WEED ROOTS. 5. LANDSCAPE CONTRACTOR SHALL VERIFY LOCATION OF ALL SITE UTILITIES PRIOR TO LANDSCAPE IMPLEMENTATION. PLANT LOCATIONS MAY BE ADJUSTED TO AVOID CONFLICT. 6. LANDSCAPE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING SITE IMPROVEMENTS, PAVING, WALLS, AND UNDERGROUND UTILITIES. DAMAGE SHALL BE REPAIRED TO THE OWNER'S SATISFACTION AND AT NO ADDITIONAL COST. 7. SUBSTITUTION OF PLANT VARIETIES DUE TO LACK OF AVAILABILITY SUBJECT TO APPROVAL BY THE OWNER AND OR LANDSCAPE ARCHITECT. 8. FERTILIZE ALL PLANT MATERIAL AND SOD (OR SEED) AT TIME OF INSTALLATION WITH APPROVED STARTER FERTILIZERS APPLIED AT MANUFACTURER'S SUGGESTED RATES. 9. ALL PLANTING AREAS SHALL BE IRRIGATED WITH A FULLY AUTOMATED IRRIGATION SYSTEM. 10. PLANT COUNT I5 FOR THE CONTRACTOR'S CONVENIENCE; IF THERE IS A DISCREPANCY, THE PLAN SHALL GOVERN. ACTUAL PLANT QUANTITIES TO BE DETERMINED BY REQUIRED PLANT SPACING. 11. ALL PLANT MATERIALS ARE GUARANTEED FOR 1 YEAR AFTER SIG. COMPLETION. / NOTE: PIT PLANT ALL PLANT MATERIAL UNDER EXISTING TREES. SCALE: 1" = 10' KEYMAPI NATURE'S VEIL PLANTING PLAN 0 5 10 20 30 n ?r1 - RECEIVED err/ OF TUKWILA 'JUN 2 2 2007 Johnson Braund DESIGN GROUP, INC. Architecture Landscape Architecture Planning 15200 52nd Avenue South Suite 200 Seattle, WA 98188 Phone 206.766.8300 Fax 206.766.8080 www.jbdg.com Greg L. Allwine, AIA Melvin R. Easter, ASLA STATE OF WASHINGT ❑N REGISTERED • y A° AR fr + + 'I 3 R. EASTER CERTIFICATE ND.398 ISSUE DATES REV. DATE 4 -20 -07 DESCR. BID SET z w V 1..1� w W Z O C7 O w z C7 0 � o W < (T) � � ctS Y F— aU PROJECT # 0421 FILE NAME: 0421 -L105 DRAWN BY: LP /MB NATURE'S VEIL PLANTING PLAN L105 NOT FOR CONSTRUCTIOF' BID SET LOCATE RAINBIRD TBOS -EMUS CONTROL MODULE IN ZONE "1 VALVE BOX. INSTALL 14 GAUGE • WIRE FROM CONTROL MODULE TO ZONES 2, 3, 44 8. 1.1 VERIFY LOCATION OF 1" IRRIGATION METER AND SERVICE LINE WITH CIVIL DRAWINGS. LOCATE RAINBIRD T505- 4 -CMUS CONTROL MODULE IN ZONE 11 VALVE BOX. INSTALL 14 GAUGE WIRE FROM CONTROL MODULE TO ZONES 16 4 18 ADJUST I-IEAD LOCATIONS AS NECESSARY, AROUND BOULDER PLACEMENTS. TYP. 11/4 3/4 3/4 1 1/4 /4 — 3/4 3/4 • 3/4 3/4 3/4 1 1 1 1 p 1 1 3/4 LOCATE RAINBIRD TBOS -4 CMS CONTROL MODULE IN ZONE 4 1 VALVE BOX. INSTALL 14 GAUGE WIRE FROM CONTROL MODULE TO ZONE 6 4 . 1 1/4 I 1/2 l ee NOZZLE ZONE 4,8 FOLLOWS EXCEPT WHERE NOTE: Q. T AND N = MP2000 3/4 • 1/2 LOCATE RAINBIRD TBO5- 4 -CMUS CONTROL MODULE IN ZONE *10 VALVE BOX. INSTALL 14 GAUGE WIRE FROM CONTROL MODULE TO ZONES 8, 11, 4 12 X 4- • 4- • 11/4 . — f .' y; ._ •-- �t 1/2 X r.- 4- • (1/2 . " NOZZLE ZONE *15 AS FOLLOWS EXCEPT oe t WHERE NOTED: Q. T AND 1-1 = MP2000 • 1 1/4 • �1I/2 3/4 • """"'"' 11/2 • 1 1/4 • t qc U OV woo LOCATE RAINEIRD TBOS -4 -Cl" 1U5 CONTROL MODULE IN ZONE 0 14 YALYE BOX. INSTALL 14 GAUGE WIRE FROM CONTROL MODULE TO ZONES 13 4 15 3/4 1 1 MP 1000 NOZZLE INSTALL PIPING AND EQUIPMENT INSIDE T LIMIT OF WORK LINE. 1 1 1 1 1 MP 1000 NOZZLE 0 5 10 20 30 NOZZLE ZONE AS FOLLOWS EXCEPT WHERE NOTED: Q. T AND H = MP2000 IRRIGATION PLAN SCALE: ,• -,o Receive!) Crry ToWlitILA JUN 2 2 2007 4i= _ - ?a Y ti Mrsmsemw .17: TA: l i ^ v Johnson B raund DESIGN GROUP, INC. Architecture Landscape Architecture Planning 15200 52nd Avenue South Suite 200 Seattle, WA 921ii$ Phone 206.766.8300 Fax 206.766.8080 www.jbdg.com Greg L. Allwine, AIA Melvin R. Easter, ASLA C STATE OF WASHINGTON REGISTERED -A I s • -E •RC L P I jJ ,, — r CERTIFICATE No EAS� ISSUE DATES • REV. DATE DESCR. 4 -20 -07 BID SET z LU NOT FOR CONSTRUCTION BID SET LOCATE RAINBIRD TBOS -EMUS CONTROL MODULE IN ZONE "1 VALVE BOX. INSTALL 14 GAUGE • WIRE FROM CONTROL MODULE TO ZONES 2, 3, 44 8. 1.1 VERIFY LOCATION OF 1" IRRIGATION METER AND SERVICE LINE WITH CIVIL DRAWINGS. LOCATE RAINBIRD T505- 4 -CMUS CONTROL MODULE IN ZONE 11 VALVE BOX. INSTALL 14 GAUGE WIRE FROM CONTROL MODULE TO ZONES 16 4 18 ADJUST I-IEAD LOCATIONS AS NECESSARY, AROUND BOULDER PLACEMENTS. TYP. 11/4 3/4 3/4 1 1/4 /4 — 3/4 3/4 • 3/4 3/4 3/4 1 1 1 1 p 1 1 3/4 LOCATE RAINBIRD TBOS -4 CMS CONTROL MODULE IN ZONE 4 1 VALVE BOX. INSTALL 14 GAUGE WIRE FROM CONTROL MODULE TO ZONE 6 4 . 1 1/4 I 1/2 l ee NOZZLE ZONE 4,8 FOLLOWS EXCEPT WHERE NOTE: Q. T AND N = MP2000 3/4 • 1/2 LOCATE RAINBIRD TBO5- 4 -CMUS CONTROL MODULE IN ZONE *10 VALVE BOX. INSTALL 14 GAUGE WIRE FROM CONTROL MODULE TO ZONES 8, 11, 4 12 X 4- • 4- • 11/4 . — f .' y; ._ •-- �t 1/2 X r.- 4- • (1/2 . " NOZZLE ZONE *15 AS FOLLOWS EXCEPT oe t WHERE NOTED: Q. T AND 1-1 = MP2000 • 1 1/4 • �1I/2 3/4 • """"'"' 11/2 • 1 1/4 • t qc U OV woo LOCATE RAINEIRD TBOS -4 -Cl" 1U5 CONTROL MODULE IN ZONE 0 14 YALYE BOX. INSTALL 14 GAUGE WIRE FROM CONTROL MODULE TO ZONES 13 4 15 3/4 1 1 MP 1000 NOZZLE INSTALL PIPING AND EQUIPMENT INSIDE T LIMIT OF WORK LINE. 1 1 1 1 1 MP 1000 NOZZLE 0 5 10 20 30 NOZZLE ZONE AS FOLLOWS EXCEPT WHERE NOTED: Q. T AND H = MP2000 IRRIGATION PLAN SCALE: ,• -,o Receive!) Crry ToWlitILA JUN 2 2 2007 ,REV. DATE DESCR. 4 -20 -07 BID SET P.O.C. SCHEMATIC SCALE: N.T.S. RAINBIRD TBOS CONTROL MODULE -- LOCATE IN VALVE BOXES AS SHOWN ON PLAN. r miimilii!!!ii 1 Nrf Pt' r y� PYG UNION 1 YALYE ID TAG SCH. 80 PVC 90 DEG ELL foreitsmontidaniviitaxiimevaild mv. owl =II PVC MAINLINE TEE (BUSH AS REQV) VALVE INLET PIPE SIZE TO MATCH OUTLET PIPE SIZE. REMOTE CONTROL VALVE SCALE: N.T.S. 90 DEG BARBED ELL FROM SOURCE 1 I VALVE BOX NOTES: • INSTALL POP -UP 4" FROM ALL HARDSCAPE SURFACES. •USE BOTTOM INLET ONLY. HI—POP SPRAY HEAD SCALE: N.T.S. SERVICE LINE 1" IRRIGATION WATER METER SEE CIVIL DRAWINGS BACKFLOW PREVENTION DEVICE SEE DETAIL 1" QUICK COUPLING VALVE JUMBO VALVE BOX PRESSURE REDUCING VALVE 4 PRESSURE GAUGE- -SET TO 65 PSI 11/2" SCHEDULE 40 PVC MAINLINE VALVE BOX 111/LOCKING LID 1-111=111 i -i i n- II II I 90 DEG BARBED ELL 6" MIN. DEPTH 5/8" WASHED GRAVEL f FINI5H GRADE POP -UP SPRINKLER IIE I I I ' RAINBIRD PEBS VALVE WITH LATCHING i SOLENOID. PVC LATERAL PVC LATERAL LINE 1/2" PE SWING PIPE 12" MIN LENGTH PVC MALE ADAPTER LATERAL LINE FITTING FINISH GRADE BALL VALVE MAINLINE SIZE PYC MAINLINE 1 CUFT PEA GRAVEL IRRIGATION LEGEND SYMBOL ® ®® 1G'0• 0mp (picp• oaoo ❑ ®Q3 csb 0 ED NOTE: INSPECTION OF COMPLETED ASSEMBLY BY CERTIFIED TESTER REQUIRED. BACKFLOW PREVENTER SCALE: N.T.S. ; 111 ,; ,116 IIIIII�IIII111 I CI —I�I— II ,;, II . - 11 6" DEPTH 5/8" WASHED GRAVEL SUMP X 1 11=1 11-111=111 I E III MAINLINE ISOLATION VALVE SCALE: N_T_S. DESCRIPTION SPRINKLER, RAINBIRD SPRINKLER, RAINBIRD SPRINKLER, RAINBIRD SPRINKLER, RAINBIRD SPRINKLER, RAINBIRD SPRINKLER, RAINBIRD SPRINKLER, RAINBIRD SPRINKLER, RAINBIRD SPRINKLER, SPRINKLER, SPRINKLER, SPRINKLER, SPRINKLER, SPRINKLER, YALYE DETAIL- -ZONE NUMBER GPM YALYE SIZE POINT OF CONNECTION 1" METER AND SERVICE LINE I I/2" FEBCO 850 DOUBLE CHECK YALYE ASSEMBLY 1" QUICK COUPLER VALVE 1 1/2" WILKENS 600L PRY 1" BUCKNER QUICK COUPLER VALVE MAINLINE ISOLATION VALVE -- 10" ROUND VALVE BOX W/ EXTENSIONS AS REQ'D FINISH GRADE ROUND HANDLE PYC MALE ADAPTER 1012-SAM-FRS 15' YAN 1812- SAM -PRS 15' Q, T, 1-1, TT, TQ, F, VAN 1812 -SAM -PRS 12' Q, T, H, TT, TQ, F, VAN 1812 - SAM - PRS 10' Q, T, H, F, VAN 1812- SAM -PRS 5' Q, T, H, F, VAN 1812 SAM - PRS 11.1/15SST, HUNTER RCS -515, LCS -515 1812-SAM-FRS IS' VAN 1012-SAM-FRS WITH MP -2000 ROTATORS RAINBIRD 1804 -SAM -PRS 15' Q, T, H, TT, TQ, F, VAN RAINBIRD 1004-SAM-FRS 12' Q, T, 1-1, TT, TQ, F, VAN RAINBIRD 1804-SAM-FRS 10' Q, T, N, F, VAN RAINBIRD 1004-SAM-FRS 5' Q. T, H, F, VAN RAINBIRD 1006-SAM-FRS 5' Q, 1-1 RAINBIRD 1004 W/1555T, HUNTER RCS - 515, LCS - 5I5 STATE APPROVED ASSEMBLY, RESILIENT SEATED BALL VALVES AND TEST COCKS BRASS PIPE AND FITTINGS BOTH SIDES OF ASSEMBLY DOUBLE CHECK VALVE BOX AS SPECIFIED. CENTER BACKFLOW IN BOX GFM RAINBIRD FEB SERIES ELECTRIC REMOTE CONTROL VALVE -- PLASTIC - WITH RB TBOS -CMUS BATTERY CONTROL MODULES, SIZE AS INDICATED ON DRAWING. MAINLINE - -I 1/2" 5C1-1. 40 PVC LATERAL LINE - -SCH 40 PVC, SIZE AS NOTED ON DRAWING SLEEPING-- SCHEDULE 40 PVC - -MIN. 2X DIAMETER OF INTERIOR PIPE, MINIMUM 24" OF COYER OVER ALL SLEEPING UNDER ROADWAYS AND DRIVEWAYS. 133, 2.66, 532 .93, 123, 1.86, 2.48, 2.19, 3.1 .65, 27, 13, L45, 1.55, 2.6 39, .53, .79, 1.50 .24, 35, .52, 104 121,.65,65,.65 133, 266, 532 .44, .55, .83 .93, 1.24, 1.86, 2.48, 219, 3.1 11, .95, 142, 1.90, 2.14, 2.55 39, .53, 19, 1.58 24, 35, .52, L04 .1, .2 121, .65, 65, 65 � I- III -I I h � =111 =1 I I 11 I = II -I ="l="'=111=111: I I i ■ PVC LATERAL LINE BRASS NIPPLE 12" MIN LENGTH BRASS NIPPLE 3" MIN LENGTH `I I1 11 1f i1 =11 FINISH GRADE PYC MAINLINE QUICK COUPLER VALVE SCALE: N.T.S. SCALE: N.T.S. 4" AND 6" POP UP GENERAL NOTES 1. PRIOR TO THE COMMENCEMENT OF WORK, CONTRACTOR MUST VERIFY A STATIC WATER PRESSURE OF 100 LBS. (P51) AT THE POINT OF CONNECTION, NOTIFY ARCHITECT OF ANY DISCREPANCY. 2. IRRIGATION CONTRACTOR 15 RESPONSIBLE FOR PROTECTING ALL UTILITIES ENCOUNTERED THROUGH THE SCOPE OF HIS WORK. 3. ALL DRAWINGS ARE DIAGRAMMATIC. ARCHITECT IMMEDIATELY. 4. MAINLINE LAYOUT IS DIAGRAMMATIC. PURPOSE OF CLARITY. 5. CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL NECESSARY SLEEPING UNDER HARDSCAPES, LE. ROADS, SIDEWALKS, ETC., WHETHER SPECIFICALLY INDICATED ON THE DRAWINGS OR NOT. SLEEPING SHOULD EXTEND 6" BEYOND HARDSCAPE EDGES. 6. LOCATE PIPE NEAR PERMANENT STRUCTURES WHERE POSSIBLE, I.E. ALONG EDGES OF SIDEWALKS, ETC. LEAVE PIPE SIZING FACE UP IN TRENCH TO FACILITATE REPAIR 1. ALL UNSIZED TERMINAL LATERAL LINES ARE 3/4" PIPE. S. SPRINKLER HEADS IN PLANTING AREAS SHOULD BE A MAXIMUM OF 4" FROM BED EDGES. 9. SPRINKLER HEADS IN LAWN AREAS 51-1OULD BE 2" FROM BED EDGES. 10. IRRIGATION CONTRACTOR 15 RESPONSIBLE TO FINE TUNE ALL NOZZLES ON SITE TO INSURE COVERAGE AND MINIMIZE OVERSPRAY. 11. LOCATE TBOC CONTROLLERS IN VALVE BOXES AS SHOWN ON PLANS. 12. IRRIGATION CONTRACTOR 15 RESPONSIBLE FOR WINTERIZATION OF SYSTEM. SYSTEM MUST BE WINTERIZED BY BLOWING OUT WITH COMPRESSED AIR 13. PIPING MAY BE INSTALLED IN A COMMON TRENCH. ALLOW A MINIMUM OF FOUR (4 ") INCHES BETWEEN PARALLEL PIPE LINES. LOCATE TRENCHES TO AVOID CONFLICT WITH INSTALLATION OF TREES 4 SHRUBS. QUICK COUPLER VALVE BRASS NIPPLE 3" MIN LENGTH BRASS 90 ELL FIELD VARIANCES MAY OCCUR NOTIFY IT NAS BEEN SHOWN IN I- IARDSCAPE FOR POP -UP SPRINKLER AS SPECIFIED 1/2" MARLEX STREET ELL 90 DEG BARBED ELL 1/2" SWING PIPE 90 DEG BARBED ELL PYC TEE � RECEIVtrjt C OF TUKWILA JUN 2 2 2007 oFr1P,ir• CENTEF. Johnson JBraund DESIGN GROUP, INC. Architecture Landscape Architecture Planning 15200 52nd Avenue South Suite 200 Seattle, WA 98188 Phone 206.766.8300 Fax 206.766.8080 www.jbdg.com Greg L. Allwine, AIA Melvin R. Easter, ASLA STATE OF WASHINGT ❑N REGISTERED E A HI R. EASTER CERTIFICATE N0.398 ISSUE DATES Z w Z <0 0 Z Z� O E w = ors LL Y aU PROJECT # 0421 FILE NAME: 0421 -IRDT DRAWN BY: DFI IRRIGATION DETAILS, LEGEND AND NOTES 1202 NOT FOR CONSTRUCTION BID SET