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Permit D05-344 - WEA SOUTHCENTER LLC - MOTEL DEMOLITION
WEA SOUTHCENTER LLC 205 STRANDER BL DOS -344 r City o Tukwila Steven M Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.iva.its DEVELOPMENT PERMIT Steve Lancaster, Director "&p 1'illvl' 4 - -0 b Parcel No.: 5379200241 Permit Number: X05 -344 Address: 205 STRANDER BL TUKW Issue Date: 09/29/2005 Suite No: Permit Expires On: 07/22/2006 Tenant: Name: WEA SOUTHCENTER LLC Address: 205 STRANDER BL, TUKWILA WA Owner: Name: HILTON HOTEL CORPORATION Address: PROPERTY TAX DEPARTMENT, 755 CROSSOVER LANE 38117 Phone: j Contact Person: Name: JIM GARRISON Address: PO BOX 9004, MERCER ISLAND, WA 98040 -9004 I Phone: 206 - 621 -8884 Contractor: Name: BAYLEY CONSTRUCTION A GEN. PTNSHP Address: PO BOX 9004, MERCER ISLAND, WA 98040 -9004 Phone: 206 - 621 -8884 Contractor License No: BAYLECG034JC Expiration Date: 12/31/2007 DESCRIPTION OF WORK: COMPLETE DEMOLITION OF FORMER DOUBLE TREE MOTEL AT SOUTH CENTER MALL. CUT AND CAP UTILITIES. INSTALL REQUIRED IRRIGATION FOR LANDSCAPING AT EACH PARKING LOT ISLAND. INSTALL SURFACE WATER DETENTION (36" pipe) AND WATER QUALITY (Stormceptor), 1 -1/2" DEDUCT WATER METER AND 1 -1/2" FEBCO 850 BACKFLOW PREVENTION DEVICE ON IRRIGATION. PAVE AND INSTALL T PATHWAY, CURBS AND STRIPING. Value of Construction: $285,000.00 Fees Collected: $22,130.45 Type of Fire Protection: International Building Code Edition: 2003 Type of Construction: Occupancy per IBC: 0020 * *continued on next page ** Z �_- Z �W QQ JU U U o co ul J F-- CO LL WO LLQ U� = F. uJ Z rr F- O Z IF- W �5 U U 0 1- WW H U. F- O W Z U =: OP Z doc: IBC- PERMIT D05 -344 Printed: 04 -21 -2006 City o. \ Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.tiva.its Permit Number: Issue Date: Permit Expires On: Public Works Activities: Channeiization / Striping: N Curb Cut/ Access/ Sidewalk/ CSS: Y Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Number: 0 N N Start Time: Y Volumes: Cut 10555 c.y. Y N Start Time: N N Private: Y N Profit: N N Private: N Steven M. Mullet, Mayor Steve Lancaster, Director D05 -344 09/29/2005 07/22/2006 Size (Inches): 0 End Time: Fill 2812 c.y. End Time: Public: Non - Profit: N Public: Permit Center Authorized Signature: L i i n 144 Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: 4I"Z4 / Print Name: -21 'u.. 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. doc: IBC-PERMIT D05 -344 Printed: 04 -21 -2006 Z �Z �w JU UO U CO LLJ LLJ -r �w wO LL Q cf) UJI F— O Z I_ w 7- 5: U 0. O N o t— w H H u' O tlV Z, O H Z City C Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.tiva.its DEVELOPMENT PERMIT Parcel No.: 5379200241 Address: 205 STRANDER BL TUKW Suite No: Tenant: Name: WEA SOUTHCENTER LLC Address: 205 STRANDER BL, TUKWILA WA Owner: Name: Address: Contact Person: Name: Address: Permit Number: Issue Date: Permit Expires On: HILTON HOTEL CORPORATION PROPERTY TAX DEPARTMENT, 755 CROSSOVER LANE TONY SANTO 4545 LA JOLLA VILLAGE DR #E25, SAN DIEGO CA Contractor: Name: P D G I N C Address: 1386 BEULAH ROAD, BUILDING 801 Contractor License No: PDGIN * *9943Z Phone: Steven M. Mullet, Mayb►- Steve Lancaster, Director. DOS -344 09/29/2005 03/28/2006 Phone: 310 864 -8978 Phone: (412)856 -2200 Expiration Date: 02/07/2006 DESCRIPTION OF WORK: COMPLETE DEMOLITION OF FORMER DOUBLE TREE MOTEL AT SOUTH CENTER MALL. CUT AND CAP UTILITIES. INSTALL REQUIRED IRRIGATION FOR LANDSCAPING AT EACH PARKING LOT ISLAND. INSTALL SURFACE WATER DETENTION (36" pipe) AND WATER QUALITY (Stormceptor), 1 -1/2" DEDUCT WATER METER AND 1 -1/2" FEBCO 850 BACKFLOW PREVENTION DEVICE ON IRRIGATION. PAVE AND INSTALL 5' PATHWAY, CURBS AND STRIPING. Value of Construction: $285,000.00 Fees Collected: $22,130.45 Type of Fire Protection: International Building Code Edition: 2003 Type of Construction: Occupancy per IBC: 0020 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 10555 c.y. Fill 2812 c.y. Landscape Irrigation: Y Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non - Profit: N Z ;= Z �w u� D UO CO 0 co Lu J = i~ CO W w 9 -1 U Q rn � = a �w Z r- 0 Z�_ W w U� 0� a f- wW U O w Z U= O F ` Z doc: IBC - Permit D05 -344 Printed: 09 -29 -2005 � r Water Main Extension: Water Meter: City Y Tukwila Steven M. Mullet, Mayor Departmei :t of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci. tukavila. wa. us N Private: N * *continued on next page ** Public: Steve Lancaster, Director Z W . D JU L) 0 U 0 CO J � CO) L W J LL- Q ND = C� �W Z� HO: Z F- W 5 U 0' O N D F—: WW U — O. .. Z W U CO. O Z doc: IBC- Permit D05 -344 Printed: 09 -29 -2005 Cit y G Tukwila Department of Comntuitity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: cOukwila.wa.us �1 Permit Number: Issue Date: Permit Expires On: Steven M. Mullet, Mayor Steve Lancaster, Director- D OS -344 09/29/2005 03/28/2006 Permit Center Authorized Signature: ' Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of pork. I_am- authorized to sign and obtain this development permit. Date ?'- 2 ? - d 't Print Name: < D® AL) �_ ca sr�c c,u 7L 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. ZZ 2Z F QQ� W JU UO Cl) C3 Cn ti w g J LL. Q N D = d �w z F- Z0 w �o 0 -. o �- wW F- LL O ' W Z U= O Z doc: IBC- Permit D05 -344 Printed: 09 -29 -2005 �wWA, w \ • g City of I k ca u lla Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 5379200241 Permit Number D05 -344 Address: 205 STRANDER BL TUKW Status: ISSUED Suite No: Applied Date: 09115/2005 Tenant: WEA SOUTHCENTER LLC Issue Date: 09129/2005 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 5: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 6: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 8: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 9: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 10: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 11: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 12: Any material spilled onto any street shall be cleaned up immediately. 13: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 14: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. doc: Conditions D05 -344 Printed: 04 -21 -2006 Z Z �w QQ JU U N C0 W J = E- ULL w 9-J U— cl)d = w Z� I— O Z 2� 0 D C3 ON 0H W W t-- H !L-O w z CO O Z i 1'. Cit of Z ukwlla rose Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i 15: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 16: ** *FIRE DEPARTMENT CONDITIONS * ** 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: ** *SPRINKLER SYSTEMS * ** - IFC Chapter 9 - NFPA 13 and 25 19: Maintain sprinkler coverage per N.F.P.A. 13 till removal of roof structure. (IFC 901.4) 20: ** *FIRE ALARM SYSTEMS * ** - City Ordinance #1900 - NFPA 72 21: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. till removal of roof structure. (NFPA 72- 5.5.2.1) 22: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of i such condition or violation. 23: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 24: ** *PLANNING DEPARTMENT CONDITIONS * ** 25: Ten feet of "front yard" landscaping (and six feet of sidewalk) is required along Strander Boulevard. L.1 will need to be revised or the applicant may submit a Developer's Project Warranty request form for the landscaping. * *continued on next page ** I I i doc: Conditions D05 -344 Printed: 04 -21 -2006 Z �Z '~ W UQ CO) w J = E- NLL W 9-J LL � = W iF-- 7: ? F- F- O Z I— 2 5 U O N, o�- W F- 0 LLI Z U CO O Z s g City of Z kwila u Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Date: \� Z.l /Qi. Print Name: doc: Conditions D05 -344 Printed: 04 -21 -2006 z W JU U O �o U) N (L W O CO d H= Z �. �O z I-- W U� O CO o F—. W LU 2 U. O iii z. U =. O z City of Tukwila ,o Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 5379200241 Permit Number: DOS -344 Address: 205 STRANDER BL TUKW Status: ISSUED Suite No: Applied Date: 09/15/2005 Tenant: WEA SOUTHCENTER LLC Issue Date: 09/29/2005 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 5: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). 6: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 8: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 9: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 10: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 11: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 12: Any material spilled onto any street shall be cleaned up immediately. 13: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 14: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of doc: Conditions D05 -344 Printed: 09 -29 -2005 _ �.c. .,,.c. ,:.� t:., S. �,: uti: a..Ft.L :,U:,:s.•..a::us:wc4::ac � k:�w xu>'; C. iI+ �. YrLaeww .�..++s�ti�:r..,n'�+a.t,Artas .t.,u,�'.��.e. h.da.�,..n;,..i z z �w tt6� 7- J0 UO N co Lu J = F— �LL w U-Q to D 1 F- W F— F— 0 Z F— w LLI U� 0� o F— wW F� w z W U= z �..� C it y of Tukwila 1908 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. z '~ w o: 15: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All 2 0 disturbed areas of the site shall be permanently stabilized prior to final construction approval. 0 16: ** *FIRE DEPARTMENT CONDITIONS * ** 0 w H 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the N u- following concerns: UJ 0 18: ** *SPRINKLER SYSTEMS * ** - IFC Chapter 9 - NFPA 13 and 25 U- co d 19: Maintain sprinkler coverage per N.F.P.A. 13 till removal of roof structure. (IFC 901.4) H w z = 20: ** *FIRE ALARM SYSTEMS * ** - City Ordinance #1900 - NFPA 72 O z UJ w 21: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. till removal of roof structure. (NFPA 72- 5.5.2.1) v co O - 22: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of w w such condition or violation. v 23: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at U- z. (206)575 -4407. v co 24: ** *PLANNING DEPARTMENT CONDITIONS * ** H z 25: Ten feet of "front yard" landscaping (and six feet of sidewalk) is required along Strander Boulevard. L.1 will need to be revised or the applicant may submit a Developer's Project Warranty request form for the landscaping. * *continued on next page ** doc: Conditions D05 -344 Printed: 09 -29 -2005 .� � City of Tukwila 190 i Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i 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. i The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: .� Print Name: Date: doc: Conditions D05 -344 Printed: 09 -29 -2005 z �W U J = i` cn L W O L L �D = �W z F O z �- LLI U O CO) �H W W r~ �, u. O ti l z co O Z � w CITY OF TUKWIL> �} Community Development Department g Public Works Department Permit Center rsoe 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 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 ** King Co Assessor's Tax No.: 537.3190 -O a 41 -0 7 Site Address: 10 S 5 T R A N D L N 6 L V 0 Suite Number:_ WA Floor: N/A Tenant Name: \A /.L . A SooA c ente r L L C New Tenant: ❑ .... Yes Q ..No Property Owners Name: VI.1 =. A. 5��� +hc enter LL .0 Mailing Address G33 Sou Ar_ eslter M a ll To Kw; I- WA 48188 City State Zip Name: T om l Sar4fo Day Telephone: 3 10 - 864- 8478 Mailing Address: 454S L A Jollo, V. IIo.9e Dr.yeO EaS So udie90 , EA. City State Zip E -Mail Address: T sa N'fo @_ 'Wes +� i e la . co M Fax Number: $ S 8 -550 , 716 6 � " . ltAL'ONTRACTOR INFO j ] � 7 j��� TIQ° `(M y c� chan>IC�[ Contractor' 'tniformatiron on back page) Company Name: P. D. 6 . 1 N (_ - Mailing Address: 6 79 S T N A N D >: R R L V 1) T u k W; 110,_ \^/a - C IS 18 8 City State Zip Contact Person H e c tor R od r i g o eZ Day Telephone: E -Mail Address: hrot,lrlauez@ Up -coM Fax Number: 206 - 975- )193 Contractor Registration Number: P D 61 N) 4 # 9q 4 S Z Expiration Date: 1007 * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** AR ° CHITS T'OF`ItECORD. , Ali plans must be wetsfamped by Architect of Record Y - ' f Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address:_ Fax Number: NG�1�F�ER O ItECORDj All plans must, be wed stamped b' Enganeer of Record 1 Y V I ' Company Name: Mailing Address: City State Zip Contact Person: E -Mail Address: 1 q:%*=its phulica ehsnSeApermit application (7 -2004) Revised: 6-1-05 Page 1 hh r Day Telephone: Fax Number: Z ~ w JU UO W = t— �LL WO LLa = W Z = F- 1— O Z F-- W5 U O co o I— W W H LL Z w U= O Z %r,. 6 'Gii: Y,4.; a::m ¢wri;..t: t }Sityiit; ✓.:: +SY.15' yn1L1r4JWYvv. 1D.' `y.6'.�bf 't• DING :�'� = E ij i t w Valuation of.Project (contractor's bid price): $ . M i 1 i`o,tJ Existing Building Valuation: S 2 $6 WO (�y 00016) Scope f of Work (please provide deta information): C o .r, P /e -fie 1 cJe,Na I .• 1 o AL o f Loemer 0go6l a Tie e .ng te_ 1 4 - i 'Yt 5 - Ce fer k% - j 1, / u 1 GnG( cg p &j eccssa y /GaC4_ 5C4R1 01 each Pei rKing tlaf 14LUd. _rusio, /1 4.so1a /� Pari /GI lyitla Cur6t'ng cioc�.Sfr�nir�c3 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 for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 70 O Compact: Handicap: Will there be a change in use? ❑ ....Yes []..No If "yes ",A�I' ' 14 - FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers 0-Automatic Fire Alarm &None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? O .. Yes [:]..No If "yes". attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. q: \\pertnits plus\kc chsngeAperma application (7.2004) Revised: 6.9.05 Page 2 hh o.., .:.r -. :., \��' .: 1:. r..:.. au-: ���: i; i�;:; S: n: �e:: ii4. fu :'..�'..Film"v.�".+L3"�-a'.`; redid '`.iE"�•s,*�.�ssi:.r9's':�f4 ""mo"ur"n° Z ,,F Z W Will there be new rack storage? O ..Yes No If "yes ", see Handout No. for requirements. JU UO Provde:Al1 Building: Areas: in Square Footage. Below W :. -.. = Addition to Type, of TYPe of _ CO Interior. Existing Construction .. Occu ancy:per p _ w O Existing Remodel :Structure New • er.l:BC IBC: •.l:< FI "oor. Q 2 � Floor. LL N d 3 .. H Z t- . Z0 • Basement .. W W - Accessory Structure* U U to O Attached Garage... p E- :Detached Garage U 'Attached Caipoft LL p Detached Carport Z co Covered Deck '•- Uncovered`Deck Z 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 for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 70 O Compact: Handicap: Will there be a change in use? ❑ ....Yes []..No If "yes ",A�I' ' 14 - FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers 0-Automatic Fire Alarm &None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? O .. Yes [:]..No If "yes". attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. q: \\pertnits plus\kc chsngeAperma application (7.2004) Revised: 6.9.05 Page 2 hh o.., .:.r -. :., \��' .: 1:. r..:.. au-: ���: i; i�;:; S: n: �e:: ii4. fu :'..�'..Film"v.�".+L3"�-a'.`; redid '`.iE"�•s,*�.�ssi:.r9's':�f4 ""mo"ur"n° r P y,r Scope of Work (please provide detailed information): demo1 i fi o 4'orn,ar double Tree mo it I a fi Sou f - Cepter Alall. CU and C . P n csssary y es T ttwll fCau 're gl. i rr1! tic, N For lancls co pirnq at „ ) P OLY' kI'A isloncl. 1 N stall Asphalt Po•rfiinw lot \n.itl+ Gur.imA and 5it in a, Call before you Dig: 1- 800 - 424 -5555 es refer to Public. - rks Bulletin #1; for fees �and..es&M imate.sheet: Water District ..Tukwila El ... Water District # 125 El.. Highline ❑ . Renton ❑ ...Water Availability Provided Sewer District ® ...Tukwila ❑ ... ValVue El.. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate ❑...Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application mark boxes which apply): EF Plans (Maximum Paper Size – 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless Proaosed Activities (mark boxes that a ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use –Potential Disturbance ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut 10,1 5 55 cubic yards ❑ ...Total Fill 2,11la, cubic yards O...Sanitary Side Sewer 2f ... Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ ...Permanent Water Meter Size... " ® ...Temporary Water Meter Size.. 1.5 " ❑ ... Water Only Meter Size............ ' " ❑ ...Sewer Main Extension ............Public _ ❑ ... Water Main Extension .............Public ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut Cl.. Looped Fire Line WO# WO# WO# Private Private ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size ........ " FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ... Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City Slate — Zip Z �Z ~ W tY � UO ND (0 LLJ J NU_ WO J LL Q �� = 1.. W Z H ZO LJJ5 U� O U) (31-- WW H I— u. O Ill Z U= O Z q:Npermits plusUcc chsnga�p=it application (7.2004) Revised: 6.8.65 Page 3 bh ,MECHANICAL PE IINB( RMAT -10 206 431 3670 ..i Ic} c .. rf r.. ]I 't. kl. �.V Yt .✓'f i frx .t i c i f X' MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: "An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement..... ❑ Commercial: New .... ❑ Replacement..... ❑ Electric.....❑ Gas .... ❑ Fuel Type Other: Indicate type of mechanical work being installed and the quantity below: Unit T .' e: Qty p UtiiYT e; Unit T e: Boiler /Como ressor: Qty Furnace <100K BTU Air Handling Unit >10,000 Fire Damper 0 -3 HP /100,000 BTU CFM Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat 15 -30 HP /1,000,000 BTU to Single Duct Suspended/Wall/Floor Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Mounted Heater Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Re &ig/Cooling Generator S ystem Air Handling Unit Incinerator — Comm/Ind I Other Mechanical I <10,000 CFM Equipment PERMI`� APPLICATIQN NOTES :Applicable to all permltfs, in thi§ appl><cahon: y Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY 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 OR MJTHORIZED AGENT: .Date: Y /5 os Print Name: R o 6 ; N G u t- u k - Day Telephone l 06 - 575 7 4 94 Mailing Address: 671 E f lk ff J 4 i R 8,L V B T o K W; 1 0- WA. Y 118 8. City State Zip Date Application Accepted: I Date Application Expires: Staff Initials: gMpermits plus%icc changeApermit application (7 -2004) Revised: 6.11405 page 4 bh 1 I� Z Q ~ w JU UO UD w J F CO LL WO LL Q to D = a W Z I— Z �5 U ON 0 I_ W W F- LL O •Z W U� F_ O Z . City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 5379200241 Address: 205 STRANDER BL TUKW Suite No: Applicant: WEA SOUTHCENTER LLC RECEIPT Permit Number: Status: Applied Date: Issue Date: D05 -344 APPROVED 09/15/2005 Receipt No.: ROS -01446 Initials: BLH User ID: ADMIN Payment Amount: Payment Date: Balance: 11,541.38 09/29/2005 12:54 PM $0.00 Payee: PDG INC i TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- -------- - ------------ - - - - -- ----- - - - - -- Payment Check 2125 11 541.38 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 2,515.88 PW LAND ALT PERMIT FEE 000/342.400 391.00 PW PERMIT /INSPECTION FEE 000/342.400 8,630.00 t STATE BUILDING SURCHARGE 000/386.904 4.50 f Total: 11,541.38 z z W JU UO w� SR LL WO UQ N :3 = �-W z F- E- O Z !- U� O N; off w F- LL Ill z U =. O F-- Z 7684 o9/29 9716 TOTAL 11541.38 doc: Receipt Printed: 09 -29 -2005 t f s { 4 1 i r9os fQ Ci of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i RECEIPT i Parcel No.: 5379200241 t Address: 205 STRANDER BL TUKW Suite No: Applicant: WEA SOUTHCENTER LLC Permit Number Status: Applied Date: Issue Date: D05 -344 PENDING 09/15/2005 Receipt No.: ROS -01380 Payment Amount: 10,589.07 Initials: JEM Payment Date: 09/15/2005 01:56 PM User ID: 1630 Balance: $12,541.38 Payee: PDG, INC. j i i I TRANSACTION LIST: Type Method Description ---- - - - - -- -- Amount - - - - -- --------------------- Payment Check 2121 - - - - -- ------ - - - - -- 10,589.07 ACCOUNT ITEM LIST: Description ------------------------ Account.Code Current Pmts - - - - -- PLAN CHECK - NONRES ---------- - - - - 000/345.830 -- ------ - - - - -- 1,635.32 PW BASE APPLICATION FEE 000/322.100 250.00 PW LAND ALT PLAN REVIEW 000/345.830 73.75 PW PLAN REVIEW i . 000/345.830 8,630.00 Total: 10,589.07 z Z W QQ JU UO wW �LL W O' La C� = W z H 1--0 z F- UJ �5 U� 0 t- W W. F- LL U= O f-. z 1 ;6 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)431 -3670 I Project: �2 Type of Inspection: / Z - 2 I Address: Date Called: Special Instructions: Dhte Wanted: ( ,M P:M: Requester: Phone No* Receipt No.: Date: 1, z W _3 0 00 N C3 cf) W W C0 LL W 2� 9-1 LL < C0 0 = l .- W z �_ 0 z �_ W ul 5 C0 L o LLO z CO) 0_ O z — paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Vi 75 4t- •.�. S F 9 '>. .: ... .: INSPECTION RECORD Retain a copy with permit� INSPECTION NO. ., : PE N CITY OF,TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of ectiory Address: v�5 5 1 \r Date Called: 0 o f /a /G Special -instructions: C� / ✓ p I �� /P (clA*-\ Date Wanted o ka — P rfr Requester: ),-% Phone No :� w roved per applicable codes. Corrections required prior to PP P PP � � q P � approval. 1 4 2 F 1 t. Y' f COMMENTS: f t 5 1 \r CA r L i `t 1 � r c� e `p �r ci nL e� u� y S 4P C v 1 i o Inspector: Date: a� � Jj $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. �1 i Receipt No.: Date: t I R Z �Z �W dd JU UO NO J = H W W O 9 -1 LL Q N� =a �W ' z= WO W U� CO 0 F_ W W �U L O W Z CO O H Z Project: .,- f� Type of Inspection: QQJ / ttc Address: Date Called: Z� til - _ 5 ca Special Instructions: Date Wanted: a ' m. - 7 (, / c,7 p.m. tt Requ Ater: fj Ic Phone No: _ _ - 2- ��� COMMENTS: tt tt tit Ic 1 c < 07 -- 6 wet, z d" W LL C G UO CJ) W= J (1) U WO L Q U � _ CY �. W z t— O z H W �p U O �- W W W� -- O W z U � O z 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 Project* Type of Inspection: Address i0c S Date Called: / Special Instructions: � Date Wanted: a.m. U p.m. Requester* 1wa"I // �(U Phone Approved per applicable codes 11 Corrections required prior to approval. COMMENTS: �� G 7 . _ ..- k AR o L A �r �- 1.5 12A / (s A166tZ d -- , $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z �~ W s � c J U UO CO co LLJ U_ F— CO w w �J U- = co :3 �W Z = H H O W F— LLJ Op U ON 0 r W 0. W Z CO O Z 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. Corrections required prior to approval. h f i r 1 i! :I {f i Project: (0 Type of Inspection: Address: Date Called: d� Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: j rG i . '. • Inspector: ,/ Date: 6 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection Receipt No.: Date; Z I r- W It Q LU JU U J= H CO U . W O 9-1 ILL =d W Z� H O W ~ W U� O N OH W W FU W Z U� o �. Z 1' �' a'ftv$i?r.- J::tt,4�.venSit.Y,y. 7e+r .v* .W�•., ..:� � t ... ,. . INSPECTION RECORD u6 - � '7 , t Retain a copy with permit 7 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: Address:..-*' Date Called: Special Instructions: Date Wanted: a.m. p.m. Req�ster: ' Phone No: LJ 11 Approved per applicable codes. Corrections required prior to approval. V' COMMENTS: I i" f E Inspector: Date: �,- O Receipt No.: M $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. I z � NN Z 1 I. W _3 U UO W = CO LL W }} �J W? �W z= I-- Z� W UJ �p U O �. OH W W �U W Z !!! co o H. z ' INSPECTION RECORD Retain a copy with permit -- INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300.Southce6ter Blvd., #100, Tukwila, WA 981 (206)431 -3670 Approved per.applicable codes. Pro! ec;�� W Type of Inspection: 1 Address: , Date Called: Special Instructions: ". Date Wanted: a.m. t t p.m. Requester: Phone No: 11 CoVrections required prior to approval. COMMENTS: r ro °I 4 y. Inspector: Date: S Q/ t� Receipt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z �Z WW . U UQ w= �LL WO 9-1 IL CO) a = W ? F- I— O ZH WW U �. O� W �_. U u. O W Z U CO) p H z y . .5 INSPECTION RECORD Retain a copy with permit Qos-3u�1 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)431 -3670 f Project: _ _ Type of Inspection: l � C./ Address: ,, -fiA�4 Date Called: a Special Instructions: Date Wanted: t a.m. p. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. ©Lj/ , - 1 i Spector: 15 N Date: 6 ,-/ r (- 4� E] $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z H Z � WW aa G JU UO 0 CO H TLL W O Q � Q LLQ N� 2 �W Z L I z0 W UJ �p U O� 0� WW H� LO IJ z U �. H � O Z Project:. I: Type of Inspection: Address: Date Called: �Ub Special Instructions: Date Wanted: a.m. p.m. Requestey..- Phone No: F fflnr i REA ' 0/ Z J i Z �Z �W QQ� W UO UU W = F- U) LL WO LLQ co = �W Z F- !— O W �5 U� O N OH WW U- ~ O 111 Z U= O Z Project: , � A Type of Inspection: 2 Vu (1 A -12 Address: 1��� tp 5- ate Called: Special Instructions: Date Wanted: a.m. 1 p.m. Requester: rPAA.A4 *-0 1�0 Phone No: COMMENTS: 2 Vu (1 A -12 No ly �3 S et so 4 0 3 s Y� Z 4 Z � W QQ � JU UO ND J -r N LL WO �QQ LL Q Ud = W H Z� ° z �5 U ON OH W ui H H u. O Z W L) O Z Project�� T Type of Inspection:.., -� �! Ad d+ res _ • .� WAR �Mll Well WEN l n � J z iH z �W �U UO N 0 J = H CO LL WO 9-J LL Q N =) = F. W z �O z �- W W 0 . U o �- WW H- 4:8 z W CO O z r t ' d INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #,100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. �t Pro'ect: Type of Inspection: / Address: d — ST Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Em iI[ 1 Inspector: � A , Date: Receipt No.: Date. $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectior Z ;= Z I W QQ� JU UO (/) C0 W J H S2 U- WO LL S F- W Z I— O Z H �5 U� :O N 0H W H� LL O •• Z W U CO. O F-. Z Project: _IAT_ T Type of Inspection: Address = , • Jill IWO i .a "Ad 02"OR&WO I Z �_— Z �W . U UO Cl) 0 CO 1111 J = F— N LL W } �J LL Q 2 �W Z H Jl W W U N QH WW H� u. O .. Z W L) O Z Z �_— Z �W . U UO Cl) 0 CO 1111 J = F— N LL W } �J LL Q 2 �W Z H Jl W W U N QH WW H� u. O .. Z W L) O Z Project: Type of Inspection: Address: Date Called: L .z v Special Instructions: Date Wanted: a.m. v O p.m. Requester: Phone No: FA r L / L��i Z �Z �W �U U U CO LU J I_.. CO LL WO LL. Q U� =a �W Z l- O Z H- W 25 U ON o E- W HF U- O id Z CO O Z INSPECTION RECORD Retain a copy with permit U INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. W COMMENTS: 5- 721- dnZO CF'S o NT X�1 r 0 c yTio.-i '? S lvo Z I - ltd.T 6 � �I / U �. 5 J/ S� M Y; r l 6 0 f Inspector: f , Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be i paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Or �C' I Z = F- '~ W UO W = � W� LL = W H ? H- HO Z F- W W U� O Cf) OH W LL Z lil U= O F- Z Project: 1 Type of Inspection: Z , (ktl I "55S Address: Date Called: Special Instructions: Date Wanted: a.m. / O a � )05 c Gt E' �� SPU.�'r �� p.m. RequesX Gvu fe r ct /(- , c.J Phone No: �► 1 Z Z W QQ � JU U U w= �U- w O L¢ co :3 = l.—W Z i— O W LU 25 U O- 0H W H �O .Z W U =. O Z �► 1 WMA ` 1 / I Z Z W QQ � JU U U w= �U- w O L¢ co :3 = l.—W Z i— O W LU 25 U O- 0H W H �O .Z W U =. O Z INSPECTION RECORD Retain a copy with permit - 3y�/ INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 `) Phone N Approved per applicable codes. Corrections required prior to apprc F/U Project: f.i 1 (e. P Type of p ection: _t° Address: ,�- « ,��/ Date Called: Special Instructions: Date Wanted: a.m. 10 05 P tLI 0? fi, ( n - o Requester S'3- �3 �- 3 y r 7 C 1111110-r� MR L _ / �_ ��. / 1 �r Inspector: 1 I Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must I paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspect Receipt No.: Date: Z ;3: Z W QQ � JU 0 v) o J H C0 U- WO 9-J LL U) d = W H _ z F . �O Z H W W U� N_ 0 E- W w. u- - 0 W U= O Z INSPECTION RECORD Retain a copy with permit 3 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: CA Scbal)ceicier Type of Inspection: Address: I 5�� t re ��� Date Called: D� a�i�� Special Instructions: Date Wanted: (a. Requester Phonp No: Fl Approved per applicable codes. Corrections required prior to approval. j. I COMMENTS: F N Z -FAW.A �. ff/ 11IM" X "dx. ��/ �... iii►• � _ - .._.� F1 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be . pald.at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectior Receipt No.: —1 Date: I Z Z U 0 O CO 0 co Ill �W x J I.— 0) LL W U a I. LL1 z 0 W ~ F_ W LIJ 5 U co 0— 01--, W Lu. tll Z L ) CO, X Z INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila_ Wa_ 9R1 RR ?nA- 1 ;75 -44n7 Project: \,tea v $t Type of Inspection: -. Address: x,05 Contact Person: Suite #: Pre -Fire: Special Instructions: Phone No.: Needs Shift Inspection: Sprinkle s: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occu anc y Type: Inspector: t Date: �;� r H rs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from U" the ity of Tukwila Finance Department. Call to schedule a reinspection: Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 z ~w � D UO (00 co UJ J = U. w U-Q co D _CY �w Z t— HO z 1-- w w U� ON wW H U- O ..z W co O z '7 I +. r 1 __j I v� i These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subiect to errors and omissions which do not authorize violations of adopted standards of tordin respon for the adequacy design rests totally with the desiper. Additions, deletions or revisions to these drawings after this date will void this acceptance and 'u r u' e a resubmittal of revised drawings w�ei� approval. Shoppingto WQ thZ &? inspection by the Public Works utilities inspector. Deter 1 Z 'o By, 205 Strander Blvd. - K - Tukwila, as ington C cc� zc� .cis :[-7 V "LQ-1 Preliminary Storm Drainage Analysis Technical Information Report (TIR) r M ,, 1144 Eastlake Ave E., Suite 601 Seattle, WA 98109 (206) 522 -9510 FAX: (206) 522 -8344 EMAIL: pacland ®pacland.com Prepared By. Paul Manzer Reviewed By. Bill Fortunato PE RECEIVED DEC 01 2003 PUBLIC WORKS SIP,34&+ Z ~w UQ w= � WO U- D =W Z z O 25 U O- 0H W O W Z co ~ O Z October 17, 2003 TIR Section Page ExecutiveSummary .................................................................................. ..............................1 Westfield- Shoppingtown Storm Drainage Analysis - TIR Southcenter Tukwila, WA Stormwater Drainage Report ................................................................... ..............................2 1 . Project Overview .......................................................................... ..............................2 a. Existing Condition b. Proposed Development 2. Conditions and Requirements Summary ......................................... ..............................4 3 . Off -Site Analysis ............................................................................ ..............................6 a. Downstream Analysis b. Upstream Analysis 4. Detention and Water Quality Facility Analysis and Design ............. ..............................6 5. Conveyance system Analysis and Design ....................................... ..............................7 6 . Erosion Control ............................................................................. ..............................7 Appendix Figures ................................................................... .............................10 Figure 1 — Developed Basin Map Figure 2 — Proposed Detention and Treatment Appendix B Site Hydrology Output Data\ Calculations .............. .............................11 Existing Basin — 1 Hour Step Analysis Developed Basin — 1 Hour Step Analysis Detention volume calculation Appendix C Developed Conveyance Calculation ...................... .............................14 Developed Basin — 15 min Peak 25yr Analysis Manning's equation for pipe flow Appendix D Water Quality — Vortechnics System .................... .............................16 Model calculations On -line vs. Off -line (Bypass) Background product information PACLAN D Project # 2003116.001.00 1 Page z �z w ?. J0 UO ND Lu J = W U. w 0 9-1 U_ Q CO Cf Z �. F - 0 z�_ 2D Do 0 o F- w W F_ LL O ui z N U- 0 F- z 7" i TIR Section Page ExecutiveSummary .................................................................................. ..............................1 Westfield- Shoppingtown Storm Drainage Analysis - TIR Southcenter Tukwila, WA Stormwater Drainage Report ................................................................... ..............................2 1 . Project Overview .......................................................................... ..............................2 a. Existing Condition b. Proposed Development 2. Conditions and Requirements Summary ......................................... ..............................4 3 . Off -Site Analysis ............................................................................ ..............................6 a. Downstream Analysis b. Upstream Analysis 4. Detention and Water Quality Facility Analysis and Design ............. ..............................6 5. Conveyance system Analysis and Design ....................................... ..............................7 6 . Erosion Control ............................................................................. ..............................7 Appendix Figures ................................................................... .............................10 Figure 1 — Developed Basin Map Figure 2 — Proposed Detention and Treatment Appendix B Site Hydrology Output Data\ Calculations .............. .............................11 Existing Basin — 1 Hour Step Analysis Developed Basin — 1 Hour Step Analysis Detention volume calculation Appendix C Developed Conveyance Calculation ...................... .............................14 Developed Basin — 15 min Peak 25yr Analysis Manning's equation for pipe flow Appendix D Water Quality — Vortechnics System .................... .............................16 Model calculations On -line vs. Off -line (Bypass) Background product information PACLAN D Project # 2003116.001.00 1 Page z �z w ?. J0 UO ND Lu J = W U. w 0 9-1 U_ Q CO Cf Z �. F - 0 z�_ 2D Do 0 o F- w W F_ LL O ui z N U- 0 F- z 7 i i a 1 }i s! it t q } y ii Fzv.� = h� i i i Westfield- Shoppingtown Storm Drainage Analysis - TIR Tukwila, WA Southcenter Site Location: Property is located at the intersection of Strander Boulevard and Southcenter Parkway, at the southwest corner of Southcenter Mall. The site currently contains a hotel with associated paved parking. The project proposes to demolish the existing on -site buildings and pave the area for additional mall parking. Design Criteria: The City of Tukwila has adopted the storm drainage requirements listed in the 1998 King County Surface Water Design Manual (KC- SWDM). This project will evaluate the existing and developed site conditions to design water quality and detention in accordance with KC -SWDM. Table 1 Stormwater Requirements Peak Run -off Control: Exemption #4 from Core Reqmt #3 100 -year: Increase 0.1 cfs or less from pre - developed conditions Water Quality: Treat the 2 -year event Downstream Analysis: Level 1: I 1 /a mile downstream Proposed Drainage System: Project proposes to introduce a network of underground pipe, catch basins, curbs and gutter, to collect surface water runoff throughout the site. Runoff from paved areas subjected to vehicular traffic will be detained in two - 36" underground pipes prior to discharging into a Vortechnics Stormwater Treatment System, and finally into the existing storm system. Conclusion: The proposed stormwater management system for this project has been designed in accordance with the King County regulatory criteria and methodology agreed upon by the � City of Tukwila in the "Surface Water Requirements" Letter sent to PACLAND dated June 18 2003. Please find a copy of this letter in Appendix B which exercises Exemption #4 from Core Requirement #3 of the KC -SWDM. The stormwater design strategy described above is consistent with sound engineering practice. This design has incorporated stormwater quality BMP's such as the Vortechnics system. Therefore, no significant adverse impacts to the stormwater management system on or offsite are expected as a result of the proposed development. i I 2 J PACLAND Project # 2003116.001.00 Page z Z �w �U UO N J LL W nazi U_ Q N � ry T V il— w z H- ZO w �5 U ON w �U LL Z U O� z i Existing Conditions -, The proposed site is located at the intersection of Strander Boulevard and Southcenter Parkway, at the southwest corner of Southcenter Mall. The site currently contains a hotel with associated paved parking. a The existing conditions on the proposed site can be described as follows: _1 r 7 • Approximately 4.19 acres of impervious surface in the form of an existing hotel and its associated paved parking are surrounded by 1.77 acres of landscaping (till grass). The existing site is in the very SW corner of the Southcenter Mall parking lot. • The elevation difference between the site and the adjacent Southcenter Parkway to the west is nearly 30 feet, of which is mostly covered with brush and blackberry bushes. Table 2 z �z '~ w UO U) Cl J = F— N U_ W O 9-1 U_ � =w Wo 25 U ON o�__ w LL Z u.i U= ~O H- z Existing Conditions Area Condition Soil /Land Cover Type 1.77 AC Landscaping/Native Growth Till Grass 4.19 AC Structure /Paved Parking Impervious In general, the existing stormwater runoff drains toward the middle of the drive aisles and into catch basins. The runoff from the roof of the existing structure is tight -lined to the existing underground pipe conveyance system. ' Proposed Development The proposed development is located at the intersection of Strander Boulevard and Southcenter Parkway, at the southwest corner of Southcenter Mall. The site currently I contains a hotel with associated paved parking. The project proposes to demolish the existing on -site buildings and pave the area for additional mall parking. Table 3 Proposed Conditions Area Condition Soil /Land Cover Type 5.3 AC Paved Impervious 0.7 AC Landscaping/Native Growth Pervious Westfield- Shoppingtown Storm Drainage Analysis - TIR Tukwila, WA Southcenter PACLAN D Project # 2003116.001.00 0 Gc . 3 Page Westfield- Shoppingtown Storm Drainage Analysis - TIR Tukwila, WA ' Southcenter i i I In the developed condition, the stormwater runoff from the parking lot will sheet flow toward the center of the site and into the catch basins. The runoff will then be conveyed through an underground piping system to two (2) -36" detention pipes. The outflow from the proposed underground detention pipes will then flow through a Vortechnics Model 4000 water quality system. i The proposed stormwater management system will provide detention that will result in less than a 0.1 cfs net flow increase during the peak 100 - year /24 -hour storm event. The design 1 criteria was agreed upon by the City of Tukwila in a letter dated June 18, 2003. This letter can be found in Appendix B. As required by the City of Tukwila, storm drainage design for this project complies with the 1998 King County Surface Water Design Manual (KC- SWDM). For this proposed demolition project, a full drainage review is required due to the addition of 5000sf or more of impervious surface. Hence all eight core requirements and all five special requirements listed in KC -SWDM will be met. These requirements are addressed below. } Core requirement #1 — Discharge at the Natural Location. The proposed storm system will discharge into the adjacent existing storm system to the north. The proposed storm system will connect to the existing system near where the existing hotel and parking lot drainage is discharged. Core requirement #2 — Offsite Analysis The net increase in impervious area being proposed will not change the existing offsite conditions. Core requirement #3 — Flow control i The flow control device will allow 3,680 cubic feet of detention storage that will result in a net increase of less than 0.1 cfs for the 100- year /24 -hour storm event. Please see sheet C -2.0 of the proposed Demolition and Site Improvement Plans, dated October 17, 2003, for a detail of the flow control device. Core requirement #4 — Conveyance System All onsite conveyance systems have been sized for a 25 -year design capacity the 1998 KC -SWDM. 4 PACLAND Project # 2003116.001.00 Page Z ~w w aa g JU UO N J = f'- U) U - w O u_ � =w z� W LU U� U) o �- wW �6 w z. CO) o F z �1 r � Y i 4 Westf i e l d -S h o p p i n gtown Southcenter Storm Drainage Analysis - TIR Tukwila, WA --t Core requirement #5 — Erosion and Sediment Control The site has been designed to take into account erosion and sediment control requirements as out lined in the KC -SWDM, —; Appendix D. Please see sheet D -1.1 of the proposed Demolition J and Site Improvement Plans, dated October 17, 2003. Core requirement #6 — Maintenance and Operations As none of the proposed facilities will be dedicated to the City of Tukwila, the project owner will handle all maintenance and operations. Core requirement #7 — Financial Guarantees and Liability This project will comply with all the Financial Guarantees required by the City of Tukwila. Core requirement #8 — Water Quality The project will implement the Vortechnics system as noted in the City of Tukwila's "Surface Water Requirements" Letter, dated June 18, 2003. Special requirement #1 — Other Adopted Area - Specific Requirement At this time, this site does not fall under any other known Adopted Area - Specific Requirements. Special requirement #2 — Floodplain /Floodway Delineation This project does not warrant a floodplain delineation. Special requirement #3 — Flood Protection Facilities This project is not located within a A -mile of a Class 1 or 2 stream and does not propose to modify or construction a flood protection facility. Special requirement #4 — Source Controls _? Water quality source control will be utilized during the operation of the completed project in accordance with the King County W Stormwater Pollution Control Manual. Special requirement #5 — Oil Control j The proposed Vortechnic's center baffle traps oil and other floatables and removes a minimum of 80% of the Total Suspended Solids (TSS). Z = z �g QQ J UO 0 V) N ll, W � 5 LL ¢ ca =w Z F .. �0 Z i_ LU �o U 0 1— ww U. U o~ Z . _.. 5 PACLAND Project # 2003116.001.00 Page �i Westfield- Shoppingtown Storm Drainage Analysis - TIR Tukwila, WA Southcenter Downstream Analysis Two (2) - 36 inch diameter detention pipes are proposed to store the increased runoff due to the development, so that the net increase in flow released is less than 0.1 cfs. This flow is released into the adjacent existing system to the north of the proposed site. Upstream Analysis No new upstream flows are introduced to the system as a result of this development. Flow control has been implemented so that the peak 100- year /24 hour storm event is detained on -site and released at no more than 0.1 cfs above pre - developed conditions. Please see sheet C -2.0 of the proposed Demolition and Site Improvement Plans, dated ' October 17, 2003. ._1 King County criteria requires treatment of the 2 -year developed flow if the water quality system is located downstream of the detention system. The water quality system used for this site must comply with this design requirement since the Vortechnics system is located downstream of the detention pipes. The Vortechnics stormwater management system is a system that allows us to discharge to the shallow, existing storm system and still meet the required design criteria. Please see Appendix D for information on the Vortechnics system. The Vortechnics model on this site will be Model 4000. As noted in the Appendix, the Model 4000 is able to treat flows _ up to six (6) cfs. Only the 2- year /24 -hour developed flow of 1.35 cfs is required to be treated. The proposed Model 4000 has a peak treatment capacity of 6.0 cfs, which exceeds the 100 - year /24 -hour flow and therefore no by -pass system is needed. The Suspended Solids removal efficiency for the Vortechnics Model 4000 being proposed is in excess of 80 %. This meets the removal efficiency criteria set in the 1998 King County j Surface Water Design Manual. Please see Appendix D for additional information on the proposed system. i PACLAN D Project # 2003116.001.00 Page ,.J *'t I� z Z �w 2 JU UO Cl to w� CO U. w o rn = d �w z F- �o z w �5 U� 0 - D }- WW �z U= o z Westfield - Shoppingtown Storm Drainage Analysis - TIR Tukwila, WA Conveyance System Analysis Southcenter "t • De sign For conveyance design, Uniform Flow Analysis utilizing Manning's equation was employed with a Manning's "n" value of 0.014. Manning's equation - Q = 4 n xAxR"'xS -} With: Q = Flow (CFS) n = Manning's Roughness Coefficient (0.014) A = Flow Area (SF) R = Hydraulic Radius = Area /Wetted Perimeter (LF) S = Slope of the pipe (ft/ft) All storm pipes were designed and checked for capacity during the 25 -year event and to meet the minimum full flow velocity of 3 fps as required by Core Requirement #4. The storm water quantities used were calculated from KC -RTS software using a KC -RTS reduced 15- minute time step in the Sec -Tac rainfall region (location scale factor ST -1.0). Detailed data from these computations have been included in Appendix C. j 100 -Year Flood /Overflow Condition -� The stormwater system for this project has been designed to address all storm events in _ accordance with design criteria described previously. In the event of a larger storm, the system may fail due to unforeseen blockage of the system. Failure of a stormwater system will result in very limited flooding of public or adjacent properties. Based on our review, we anticipate the overflow of the stormwater system would allow surface water to discharge directly to the public storm system on Strander Boulevard. During demolition and paving, the exposed /disturbed soils must be secured to minimize sediment transport off -site. Catch basin filters will be applied to all proposed catch basins within the disturbed area to minimize sediment runoff into the proposed system. In addition, a stabilized construction entrance will minimize the sediment tracked off -site by ! vehicles exiting the proposed site. The proposed grades are such that any surface runoff during time of exposed soil will drain toward the middle of the proposed site. Please see sheet D1.1 of the proposed Demolition and Site Improvement Plans, dated October 17, 2003. The following is the proposed Construction Sequence: N PACLAND Project # 2003116.001.00 Page Z i� '~ w � D 0 0 C/) F— CO) wo UQ co = a �w Z F— o Z �5 U� o� o F- w W X F- o ..z W U cr) o� Z f; >i i ? Westfield- Shoppingtown Storm Drainage Analysis - TI Tukwila, WA Southcenter Construction Sequence 1. Flag and stake clearing limits. 2. Arrange and attend a pre- construction meeting with the City of Tukwila Engineering Department. 3. Clear and grub site (remove existing structure and pavement) 4. Remove existing structure. 5. Install erosion control features per plan. 6. Field locate all utilities. 7. Grade the site. 8. Install storm water conveyance system. Provide CB inlet protection at the new inlet locations. 9. Install detention pipes and Vortechnics stormwater treatment vault. 10.Thoroughly clean new storm system upon completion of paving. Other Pe rmits I An NPDES Permit will be requested from the Washington State Department of Ecology. Y � 1 r 8 PACLAND Project # 2003116.001.00 Page I , z Z Ui JU 000 W = U) U. W 0. Q; co 0 =W Z O w U� ;O CO' O t—: WW ~ I 0: Lll U =: 0 ~' z. MIR Westfield- Shoppingtown Storm Drainage Analysis - TIR Tukwila, WA Southcenter Appendix �. Appendix A Figures Figure 1 — Developed Basin Map Figure 2 — Proposed Detention and Treatment Appendix B Existing Site Hydrology Output Data \Calculations Existing Basin — 1 Hour Step Analysis Developed Basin — 1 hour step analysis Detention Calculations Appendix C Developed Site Hydrology Conveyance Calculations Developed Basin — 15 minute step analysis Appendix D Water Quality Sizing and Product Info Developed Basin — 15 minute step analysis .J J I } J ( I PACLAND Project # 2003116.001.00 __1 9 Page Z z �w Q � JU U0 N W =: J F.. to LL w 2 J U. co Z t-- Zo 25 U a F- :w W 2 U LL 0 , 111 Z H O Z Westfield- Shoppingtown Southcenter Storm Drainage Analysis - TIR Project # 2003116.001.00 Tukwila, WA 10 Page Z ' Z W� UO. LU J CO LL,' W LL. Q N _ CY W Z �... 1--0 Z t— W UJ Mp O U' D H' W W — O' ui Z UN H M'. O Z 1 N d A� �Q 1!t 0 0 w NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS ' CLEAR - THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT, i .. Westfield- Shoppingtown Storm Drainage Analysis - TIR Southcenter Tukwila, WA Appendix B -Site Hydrology Output Data I Calculations . Existing Basin - 1 hour step Analysis (Pre - developed conditions) i I 4.19 acres impervious, 1.77 acres pervious I - (modeled as grass till and impervious, Sea -Tac 1 -hour) �.� Flow Frequency Analysis Time Series File:predev.tsf Project Location:Sea -Tac 7 Developed Basin - 1 hour step Analysis (Post - developed conditions) 5.3acres impervious, 0.7 acres pervious r (modeled as grass till and impervious, Sea -Tac 1 -hour) - Flow Frequency Analysis Time Series File:developed.tsf l " Project Location:Sea -Tac I i - -- Annual Peak - -- Annual Peak Flow Rates - -- - - -- -Flow Frequency Analysis------- ,. -. Flow Rate Rank Time of .Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period (CFS) Period 6 2/09/01 2:00 2.65 1.18 6 2/09/01 2:00 2.35 1 100.00 0.990 1.94 2 25.00 0.976 8 1/05/02 16:00 1.57 2 25.00 0.960 10.00 0.900 1.41 3 2/27/03 7:00 . I L3� 10.00 0.900 0.800 1.08 1.29 7 4 8/26/04 10/28/04 2:00 16:00 _1729 1.25 4 5 5.00 3.00 0.800 0.667 1.44 1.25 5 1/18/06 16:00 8;) L } 2.00 0.500 . 1.94 2 1.57 2 10/26/06 0:00:08 1.30 7 1.30 0.231 1 1/09/08 6:00 2.35 1 1/09/08 6:00 0.976 8 1.10 0.091 2.42 50.00 Computed Peaks 2.09 50.00 0.980 7 Developed Basin - 1 hour step Analysis (Post - developed conditions) 5.3acres impervious, 0.7 acres pervious r (modeled as grass till and impervious, Sea -Tac 1 -hour) - Flow Frequency Analysis Time Series File:developed.tsf l " Project Location:Sea -Tac I i PACLAND Project # 2003116.001.00 I s 11 Page z W D U0 W Y I- NW W O 9 5 U_ ? co d I.- - _ z f.. W UJ D C3 U W W S u. O z UN i-- _ O z - -- Annual Peak Flow Rates - -- - - -- -Flow Frequency Analysis ------- ,. -. Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period -' 1.35 6 2/09/01 2:00 2.65 1 100.00 0.990 1.16 8 1/05/02 16:00 1.94 2 25.00 0.960 1.63 3 12/08/02 18:00 1.63 3 10.00 0.900 I 1.33 7 8/26/04 2:00 1.59 4 5.00 0.800 J 1.59 4 10/28/04 16:00 1.44 5 3.00 0.667 1.44 5 1/18/06 16:00 1.35 6 2.00 0.500 1.94 2 10/26/06 0:00 1.33 7 1.30 0.231 ;.... 2.65 1 1/09/08 6:00 1.16 8 1.10 0.091 ( Computed Peaks 2.42 50.00 0.980 PACLAND Project # 2003116.001.00 I s 11 Page z W D U0 W Y I- NW W O 9 5 U_ ? co d I.- - _ z f.. W UJ D C3 U W W S u. O z UN i-- _ O z i . Westfield- Shoppingtown Southcenter Storm Drainage Analysis - TIR Tukwila, WA 1! Stage Elevation Storage Detention Volume Calculation Percolation 1 .. Retention /Detention Facility (ft) (cu. ft) (ac Type of Facility. Detention Vault �. Facility Length: 30.33 ft 0. Facility Width: 30.33 ft . _J Facility Area: 920. sq. ft 46. Effective Storage Depth: 4.00 ft Stage 0 Elevation: 0.00 ft 0.002 Storage Volume: 3679. cu. ft i-4 Riser Head: 4.00 ft 0.206 Riser Diameter: 12.00 inches 0.19 Number of orifices: 1 0.238 0.00 0.23 Full Head Pipe 212. Orifice # Height Diameter Discharge Diameter (ft) (in) (CFS) (in) 0.006 1 0.00 4.50 1.100 0.33 Top Notch Weir: None 0.007 0.315 Outflow Rating Curve: None 0.38 0.38 350. 0.008 0.337 PACLAN D Project # 2003116.001.00 12 Page Z �W QQ� JU U 0 Cl) W = J H MW WOO J uL ?. d = W ? H- W O. 5 U� CO) �0 H W U1 -0 W Z U =; O Z Stage Elevation Storage Discharge Percolation (ft) (ft) (cu. ft) (ac -ft) (cfs) (cfs) �. 0.00. 0.00 0. 0.000 0.000 0.00 . _J 0.05 0.05 46. 0.001 0.119 0.00 0:09 0.09 83. 0.002 0.168 0.00 0.14 .0.14 129. 0.003 0.206 0.00 0.19 0.19 175. 0.004 0.238 0.00 0.23 0.23 212. 0.005 0.266 0.00 0.28 0.28 258. 0.006 0.292 0.00 "l 0.33 0.33 304. 0.007 0.315 0.00 0.38 0.38 350. 0.008 0.337 0.00 0.48 0,.48 442. 0.010 0.379 0.00 0.58 0.58 534. 0.012 0.417 0.00 0.68 0.68 626. 0.014 0.452 0.00 0.78 0.78 718. 0.016 0.484 0.00 0.88 0.88 810. 0.019 0.515 0.00 l 0.98 0.98 901. 0.021 0.543 0.00 i 1.08 1.08 993. 0.023 0.570 0.00 1.18 1.18 1085. 0.025 0.596 0.00 1.28 1.28 1177. 0.027 0.621 0.00 1.38 1.38 1269. 0.029 0.645 0.00 J 1.48 1.48 1361. 0.031 0.668- 0.00 i 1.58 1.58 1453. 0.033 0.690 0.00 3 - 1.68 1.68 1545. 0.035 0.712 0.00 1.78 1.78 1637. 0.038 0.733 0.00 1.88 1.88 1729. 0.040 0.753 0.00 1.98 1.98 1821. 0.042 0.773 0.00 2.08 2.08 1913. 0.044 0.792 0.00 i 2.18 2.18 2005. 0.046 0.811 0.00 2.28 2.28 2097. 0.048 0.830 0.00 -; 2.38 2.38 2189. 0.050 0.848 0.00 PACLAN D Project # 2003116.001.00 12 Page Z �W QQ� JU U 0 Cl) W = J H MW WOO J uL ?. d = W ? H- W O. 5 U� CO) �0 H W U1 -0 W Z U =; O Z u Westfield- Shoppingtown Storm Drainage Analysis - TIR Southcenter Hyd 2.48 2.48 2281. 0.052 0.865 ' 2.58 2.58 2373. 0.054 0.883 { 2.68 2.68 2465. 0.057 0.900 -; 2.78 2.78 2557. 0.059 0.916 3 2.88 2.88 2649. 0.061 0.933 Hyd 2.98 2.98 2741. 0.063 0.949 - 3.08 3.08 2833. 0.065 0.965 { 3.18 3.18 2925. 0.067 0.980 2 3.28 3.28 3017. 0.069 0.995 3 3.38 3.38 3109. 0.071 1.010 y 4 3.48 3.48 3201. 0.073 1.030 5 3.58 3.58 3293. 0.076 1.040 6 3.68 3.68 3385. 0.078 1.050 �i 7 3.78 3.88 3.78 3.88 3477. 3569. 0.080 0.082 1.070 1.080 -� 8 3.98 3.98 3661. 0.084 1.100 4.00 4.00 3679. 0.084 1.100 4.10 4.10 3771. 0.087 1.420 4.20 4.20 3863. 0.089 2.000 4.30 4.30 3955. 0.091 2.740 4.40 4.40 4047. 0.093 3.550 4.50 4.50 4139. 0.095 3.840 4.60 4.60 4231. 0.097 4.110 4.70 4.70 4323. 0.099 4.360 4.80 4.80 4415. 0.101 4.590 4.90 4.90 4507. 0.103 4.810 5.00 5.00 4599. 0.106 5.010 5.10 5.10 4691. 0.108 5.210 �. 5.20 5.20 4783. 0.110 5.400 5.30 5.30 4875. 0.112 5.580 5.40 5.40 4967. 0.114 5.750 -� 5.50 5.50 5059. 0.116 5.920 5.60 5.60 5151. 0.118 6.090 5.70 5.70 5243. 0.120 6.240 5.80 5.80 5335. 0.122 6.400 5.90 5.90 5427. 0.125 6.550 6.00 6.00 5519. 0.127 6.700 Hyd Inflow Outflow -Ft) Peak 0.090 3784. 0.087 Target Calc Stage Elev 3724. 2.58 * * * * * ** 2.53 4.27 4.27 2 1.86 * * *�* -* ** 1.50 4.11 4.11 3 1.57 4 1.42 4.10 4.10 y 4 1.40 * ** * * ** 1.26 4.05 4.05 5 1.52 * * * * * ** 1.26 4.05 4.05 6 1.31 1.10 1.10 3.99 3.99 �i 7 1.28 * *' **_*_ *_� 0.92 2.82 2.82 -� 8 1.12 * * * * * ** 0.86 2.47 2.47 { Proposed Detention Pipe Volume 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Storage (Cu -Ft) (Ac -Ft) 3929. 0.090 3784. 0.087 3770. 0.087 3727. 0.086 3724. 0.085 3673. 0.084 2594. 0.060 2276. 0.052 Volume = 525 If x (3 = 3711 cu. Ft. > 3679 cu. Ft. J. PAC LAN D i Project # 2003116.001.00 Tukwila, WA 13 Page Z Q fr W W� U 0' CO 0 WH N LL. WO J u)d = W Z� F- O. W H- 5 U� O CO o�- Ww LL 2 -O W Z U= O Z y eti''.. Mr. Bill Fortunato, P.E. 1 Project Manager PacLand 1144' Eastlake Ave. East, Butte 601* _a Seattle, WA 98109 { Subject: Doubletree Inn Demolition 205 Strander Blvd. - Parcel 537920 -0241 Surface Water Requirements f E03 -013 SEPA Dear Mr. Fortunato: i I received your letter dated April 22, 2003, which provides an overview of the proposed storm system for the paving project following this demolition. Your proposal includes installation of a vortechnics type product for water quality and also request's approval of a detention system that would allow an increase in runoff of less than 0.1 cfs for the 100 - year /24 -hour storm event. Given the existing site conditions, including elevation challenges, proximity of the Greeri River mf and surrounding site conditions, the City accepts your proposal for water quality treatment and - limiting the total runoff increase to less than 0.1 cfs. ! If you have any questions or concerns regarding this issue, please call me at (206) 433 -0179. Sincerely, Ry Larson, P.E. Senior Engineer , _.J RL: ad cc: Jill Mosqueda Moira Bradshaw. (Pollee \Doublevee Inn Demo) South Boulevard, Suite #100 9 Tukwila, Washington 98188 u Phone: 206- 433 -0179 • Fax: 206 - 431 -3665 City of TukMla Steven M. Mullet, Mayor Department of Public Works James F. Morrow, P.E., Director z �z �w Q� JU L) O W= H CO U . W O � = w ?� w � �5 O- o �-. w U- w z CO o� z 01 €O 1908 1 ; June 18, 2003 y eti''.. Mr. Bill Fortunato, P.E. 1 Project Manager PacLand 1144' Eastlake Ave. East, Butte 601* _a Seattle, WA 98109 { Subject: Doubletree Inn Demolition 205 Strander Blvd. - Parcel 537920 -0241 Surface Water Requirements f E03 -013 SEPA Dear Mr. Fortunato: i I received your letter dated April 22, 2003, which provides an overview of the proposed storm system for the paving project following this demolition. Your proposal includes installation of a vortechnics type product for water quality and also request's approval of a detention system that would allow an increase in runoff of less than 0.1 cfs for the 100 - year /24 -hour storm event. Given the existing site conditions, including elevation challenges, proximity of the Greeri River mf and surrounding site conditions, the City accepts your proposal for water quality treatment and - limiting the total runoff increase to less than 0.1 cfs. ! If you have any questions or concerns regarding this issue, please call me at (206) 433 -0179. Sincerely, Ry Larson, P.E. Senior Engineer , _.J RL: ad cc: Jill Mosqueda Moira Bradshaw. (Pollee \Doublevee Inn Demo) South Boulevard, Suite #100 9 Tukwila, Washington 98188 u Phone: 206- 433 -0179 • Fax: 206 - 431 -3665 City of TukMla Steven M. Mullet, Mayor Department of Public Works James F. Morrow, P.E., Director z �z �w Q� JU L) O W= H CO U . W O � = w ?� w � �5 O- o �-. w U- w z CO o� z s z z' �W UO CO 0 LU J �.. CO W WO }} J W? N UJ H z �.. Z O W �� U CO 0H_ W uJ. u- O: .. z: Ui CO z Westfield- Shoppingtown Storm Drainage Analysis - TIR Tukwila, WA Southcenter ••• • Developed Site Hydrology • Calculatio Developed Basin — 15 minute step analysis for conveyance 7 (CB #1 catchment area modeled as typical: 1.61 acres impervious, 0.56 acres pervious) Flow Frequency Analysis Time Series File:cblconvey.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates - -- - - -- -Flow Frequency Analysis------ - Flow Rate Rank Time of Peak - - - - Rank Return Prob (CFS) (CFS) Period 0.879 6 8/27/01 18:00 2.22 1 100.00 0.990 0.627 8 1/06/02 1:00 1.79 2 12/08/02 17:15 1.74 1.18 2 3 25.00 10.00 0.960 0.900 0.731 7 8/26/04 1:00 1.04 4 5.00 0.800 1.04 4 11/17/04 5:00 0.928 5 3.00 0.667 0.928 5 10/22/05 10:00 0.879 6 2.00 0.500 I J 1.18 3 10/25/06 22:45 0.731 7 1.30 0.231 2.22 1 1/09/08 6:30 0.627 8 1.10 0.091 Computed Peaks 2.06 50.00 0.980 _ - J J I _J I J 14 i PACLAN D Project # 2003116.001.00 Page s z z' �W UO CO 0 LU J �.. CO W WO }} J W? N UJ H z �.. Z O W �� U CO 0H_ W uJ. u- O: .. z: Ui CO z .... 1 _1 i t _.. f '" c i j Westfield- Shoppingtown Storm Drainage Analysis - TIR Southcenter Manning's pipe flow calculation Maximum Flow through 12" diameter, CPP Smooth interior pipe: Solve For I Flowrate Flowrate cfs 12.7099 Slope It/ft 10.0050 Select Manning s n 10.0130 Select Depth of Flow ft 10.9400 Diameter 11.0000 Select Velocity fps 3.5370 Area . ft2 0.7854 Perimeter ft .3.141.6 . .Wetted Area ft2 . 0.7662 Wetted Perimeter ft 2.6467 Hydraulic Radius ft 0.2895 Percent Full % 94.0000 PACLAN D Project # 2003116.001.00 Pipe Shape: Circular Plot Output Critical Rating OK Cance Help Tukwila, WA 15 Page z ~ w a� JU UO to CI W= t— U) L. WO L? N = ttt H Z F- Z� W W U� CO OH WW u. O w CO O z t I : I 1 ' Plot Output Critical Rating OK Cance Help Tukwila, WA 15 Page z ~ w a� JU UO to CI W= t— U) L. WO L? N = ttt H Z F- Z� W W U� CO OH WW u. O w CO O z t i l I j i J E 1 Storm Drainage Analysis - TIR Project # 2003116.001.00 Tukwila, WA 16 Page Z a 2: WD U O N CI CO LLJ J �_.. CO LL W O: L L N = C7, I- W. Z H, F- O Z F- LU U W W . H U ltJ Z ' ~O H: z y` .i M. } ; - 7 f ..� DATE: 6u ^ 1 t j ^2 PROTECT: � 1 ��1 - VT �i� �J�C�I (�-1�1 Lli N - J Q1it�{- !h[�'}�1'�� BY: PA UL , MAny��- DESCRIPTION: VY 1 '�Otz- - rbz�NIcS '�7VjAIEV SyS T..I St�irlC�. f 7 WWW.PACLAND.COM j per- Loa t vowm ct-P T2-f--pp' - T bESlCN R-14 O JOG- 3- CPS Okot.l�5r I M J SW 1 PL 'GVr4Wj AV-S-& ? "ot a . i--- Sr- tA�F .TA�3 LE 3.. ` cer���. S w ► a-L cH- ,�wt.c3 I I• � -- j � ` S U11 RL G�k �t¢�A (ew. FT:� GL NmAV567—, a0 �' c►`�� loo - I , ��T�i-►��.rr loC�i��( vlt- �� a Co TAE 2 `Nb B\-I - PAle, - P1Z�ml Mr-�- _ Z w D JU UO CO) W = J F. �tL w 0 9-1 La cl) = �w z Z O F- LU W U� O �' o E- w U L O z .. w U CO) b F- z Total Stormwater Solutions'" Vortechs® Stormwater Treatment System TECHNICAL DESIGN MANUAL INCLUDING • DESIGN & OPERATION • MAINTENANCE • LABORATORY & FIELD TESTING DATA Z Z �W Q� J U U O: p N CO) W; W2 J 1�•_ co LL W 0. u. a �d S Z� � Z F-- W 5.. 0 N. p rr W W' 2 tii Z' Z { M Vortechs`a' Stormwater Treatment System DESIGN AND OPERATION Basic Oueration r The Vortechs° Stormwater Treatment System is a hydrodynamic separator designed to enhance gravitational separation of floating and settling materials from stormwater flows. Stormwater flows t enter the unit tangentially to the grit chamber, which promotes a gentle swirling motion. As polluted j water circles within the grit chamber, pollutants migrate toward the center of the unit where velocities are the lowest. The majority of settlable solids are left behind as stormwater exits the grit chamber through two apertures on the perimeter of the chamber. Next, buoyant debris and oil and grease are separated from water flowing under the baffle wall due to their relatively low specific gravity. As stormwater exits the System through the flow control wall and ultimately through the j 4 outlet pipe, it is relatively free of floating and settling pollutants. Over time a conical pile tends to accumulate in the center of the unit containing sediment and associated metals, nutrients, hydrocarbons and other pollutants. Floating debris and oil and grease form a floating layer trapped in front of the baffle wall. Accumulation of these pollutants can easily be assessed through access manholes over each chamber. Maintenance is typically performed through the manhole over the grit chamber. _. Design Process Each Vortechs° System is custom designed based on: • Site size • Site runoff coefficient • Regional precipitation intensity distribution • Anticipated pollutant characteristics These factors are incorporated into the Rational Rainfall Method"', developed by Vortechnics, Inc. to estimate net annual pollutant removal efficiency. The Rational Rainfall Method"' Differences in local climate, topography and scale make every site hydraulically unique. It is important to take these factors into consideration when estimating the long -term performance of any stormwater treatment system. To estimate efficiencies as accurately as possible, Vortechnics has developed the Rational Rainfall Method' which combines site - specific information with laboratory generated performance data (Technical Bulletin No. 1), and local historical precipitation records. _. Short duration rain gauge records from across the United States and Canada were analyzed by Vortechnics to determine the percent of the total annual rainfall that fell at a range of intensities. US stations' depths were totaled every 15 minutes or hourly and recorded in 0.01 -inch increments. Depths were recorded hourly with 1 mm resolution at Canadian stations. One trend was consistent at all sites; the vast majority of precipitation fell at low intensities and high intensity storms i contributed relatively little to the total annual depth. These intensities, along with the total drainage area and runoff coefficient for each specific site, are translated into flow rates using the Rational Method. Since most sites are relatively small and highly Impervious, the rational method is appropriate. Based on the flow rates calculated for each intensity, an operating rate within a proposed Vortechs® System is determined. Finally, a removal efficiency is selected for each operating rate based on anticipated pollutant characteristics and on full scale laboratory tests. The relative removal efficiency at each operating rate is added to produce a net i annual pollutant removal efficiency estimate. Z �Z LL.w U w= CO LL W U_ ¢ = C3r �w F- O Z F_ LU W U� ON o I-- w W �U U. O Z L U� ~H O Z 1' i ...� slN� Stormwater Treatment System l �.�... . m�.._..., M�....,...... n........... r,:...._,...,...,...,..,.. F_...._.. n.�m�.:..�..�,:.....,......:.,. _ r. The weir flow control is sized by solving for the crest length and head in the following equation: -' Flow through weir = Qwerr = C * L * (h) Where C = Cippoletti Weir coefficient = 3 .37 (based on Vortechnics laboratory testing) h = Available head, ft (height of weir) L = Design weir crest length, ft (calculated by Vortechnics technical staff) Bypass Calculations - In some cases, pollutant removal goals can be met without treating peak flow rates and it is most feasible to use a smaller Vortechs® System configured with an external bypass. In such cases, a bypass design is recommended by Vortechnics for each off -line System. To calculate the bypass capacity, first subtract the System's treatment capacity from the peak conveyance capacity of the ( collection system (minimum of 10 year recurrence interval). The result is the flow rate that must be j bypassed to avoid surcharging the Vortechs® System. Then use the following arrangement of the 5 Francis formula to calculate the depth of flow over the bypass weir. Flow over bypass weir = H = (QbYP /(Cd * L)) Where C = Discharge Coefficient = 3.3 for rectangular weir H = Depth of flow over bypass weir crest, ft L = Length of bypass weir crest, ft Vortechnics typically selects the System that will provide an 80% annual TSS load reduction based on laboratory generated performance curves for 50- micron sediment particles, however the Rational Rainfall Method can accommodate other removal efficiency or particle size targets. It can also be used to estimate annual hydrocarbon load reductions. Z = Z ` Once a System size is established, the internal elements of the System will be designed based on w 2 information provided by the site engineer. Flow control sizes and shapes, sump depth, spill storage capacity, sediment storage volume and inlet and outlet orientation are determined for each System. O In addition, bypass weir calculations are made for off -line Systems. U o ' Flow Control Calculations co = J � The Orifice CO W 0 O The lower flow control or "orifice" is typically sized to submerge the inlet pipe when the Vortechs° System is operating at 20% of its' treatment capacity. The orifice is typically a Cippoletti shaped a aperture defined by its flat crest and sides which incline outwardly at a slope of 1 horizontal to 4 D vertical. = w �_. i 0•5 H Flow through orifice = Q = C * A * (2gh) Z Where C = Orifice contraction coefficient = 0 .56 (based on Vortechnics laboratory testing) H O A = Orifice flow area, ft (calculated by Vortechnics technical staff) w w h = Design head, ft (equal to the inlet pipe diameter) ? o The minimum orifice crest length is 3- inches and the minimum orifice height is 4- inches. If flow must U co O .W ~ be restricted beyond what can be provided by this size aperture, a Fluidic -Amp hydro -brake flow control will be used. The hydro -brake allows the minimum flow constriction to remain at 3 inches or = U greater while further reducing flow due to its unique throttling action. LL O �) The Weir U co The high flow control or "weir" is sized to pass the peak System capacity minus the peak orifice flow = p E" when the water surface elevation is at the top of the weir. This flow control is also a Cippoletti ! type weir. Z The weir flow control is sized by solving for the crest length and head in the following equation: -' Flow through weir = Qwerr = C * L * (h) Where C = Cippoletti Weir coefficient = 3 .37 (based on Vortechnics laboratory testing) h = Available head, ft (height of weir) L = Design weir crest length, ft (calculated by Vortechnics technical staff) Bypass Calculations - In some cases, pollutant removal goals can be met without treating peak flow rates and it is most feasible to use a smaller Vortechs® System configured with an external bypass. In such cases, a bypass design is recommended by Vortechnics for each off -line System. To calculate the bypass capacity, first subtract the System's treatment capacity from the peak conveyance capacity of the ( collection system (minimum of 10 year recurrence interval). The result is the flow rate that must be j bypassed to avoid surcharging the Vortechs® System. Then use the following arrangement of the 5 Francis formula to calculate the depth of flow over the bypass weir. Flow over bypass weir = H = (QbYP /(Cd * L)) Where C = Discharge Coefficient = 3.3 for rectangular weir H = Depth of flow over bypass weir crest, ft L = Length of bypass weir crest, ft r.., Vortechs Stormwater Treatment System The bypass weir crest elevation is then calculated to be the elevation at the top of the Cippoletti weir minus the depth of flow. I Hydraulic Capacity -, In the event that the peak design flow from the site is exceeded, it is important that the Vortechs° System is not a constriction to runoff leaving the site. Therefore, each System is designed with enough hydraulic capacity to pass the 100 -year flow rate. It is important to note that at operating ^^$ rates above 100 gpm /ft' of the grit chamber area (peak treatment capacity), captured pollutants may be lost. When the System is operating at peak hydraulic capacity, water will be flowing through the gap over the top of the flow control wall as well as the orifice and the weir. " I MAINTENANCE i ,..-I The Vortechs° System should be inspected at regular intervals and maintained when necessary to ensure optimum performance. The rate at which the System collects pollutants will depend more heavily on site activities than the size of the unit, e.g., unstable soils or heavy winter sanding will cause the grit chamber to fill more quickly but regular sweeping will slow accumulation. 7 Inspection -' Inspection is the key to effective maintenance and is easily performed. Vortechnics recommends ongoing quarterly inspections of the accumulated sediment. Pollutant deposition and transport may vary from year to year and quarterly inspections will help insure that Systems are cleaned out at the appropriate time. Inspections should be performed more often in the winter months in climates where sanding operations may lead to rapid accumulations, or in equipment washdown areas. It is very useful to keep a record of each inspection. A simple form for doing so is provided. The Vortechs° System should be cleaned when inspection reveals that the sediment depth has accumulated to within six inches of the dry- weather water surface elevation. This determination can be made by taking 2 measurements with a stadia rod or similar measuring device; one measurement from the manhole opening to the top of the sediment pile and the other from the J manhole opening to the water surface. The System should be cleaned out if the difference between the two measurements is six inches or less. Note to avoid underestimating the volume of sediment in the chamber, the measuring device must be lowered to the top of the sediment pile carefully. Finer, silty particles at the top of the pile typically offer less resistance to the end of the rod than larger particles toward the bottom of the pile. r Cleaning Maintaining the Vortechs® System is easiest when there is no flow entering the System. For this reason, it is a good idea to schedule the cleanout during dry weather. Cleanout of the Vortechs® System with a vacuum truck is generally the most effective and convenient method of excavating pollutants from the System. If such a truck is not available, a 'clamshell" grab may be used, but it is difficult to remove all accumulated pollutants with such devices. In Vortechs® installations where the risk of large petroleum spills is small, liquid contaminants may not accumulate as quickly as sediment. However, an oil or gasoline spill should be cleaned out immediately. Motor oil and other hydrocarbons that accumulate on a more routine basis should be removed when an appreciable layer has been captured. To remove these pollutants, it may be preferable to use adsorbent pads since they are usually cheaper to dispose of than the oil water Z �_- Z �W QQ JU UO w� NW WO a' U. CO D = C% ' Z W �5 U� ON 0H W W ~ C.) LL O ui Z U) O Z l� Z �Z '~ W u� D . UO U) J N LL w O. 9Ei LL N I=- _ Z h- W O �5 O -' WW ~ H !6 U.I Z CA L) O Z Vortechs" Stormwater Treatment SXstem yew, wrnravwx ..w,..,•.r.ran,++..n.•.., arum. r. n.. ert. n• ac..-..>... vx, ..r•.+x «. «......u,.,,..�.rte..m, +r. o.. .v r. ,.rmn.: «•..w•....,k..n.....< .w., e., .r,rc: ,..- >.• > :. .. .,, .., iw...,wvo :.... ,. ,.r M... ., ... ,r., emulsion that may be created by vacuuming the oily layer. Trash can be netted out if you wish to separate it from the other pollutants. ..1 Accumulated sediment is typically evacuated through the manhole over the grit chamber. Simply remove the cover and insert the vacuum hose into the grit chamber. As water is evacuated, the water level outside of the grit chamber will drop to the same level as the crest of the lower aperture of the grit chamber. It will not drop below this level due to the fact that the bottom and sides of the grit chamber are sealed to the tank floor and walls. This "Water Lock" feature prevents water from migrating into the grit chamber, exposing the bottom of the baffle wall. Floating pollutants will decant into the grit chamber as the water level there is drawn down. This allows most floating material to be withdrawn from the same access point above the grit chamber. If maintenance is not performed as recommended, sediment may accumulate outside the grit chamber. If this is the case, it may be necessary to pump out all chambers. It is a good idea to check for accumulation in all chambers during each maintenance event to prevent sediment build up -� there. ° Manhole covers should be securely seated following cleaning activities, to ensure that surface runoff does not leak into the unit from above. Z �Z '~ W u� D . UO U) J N LL w O. 9Ei LL N I=- _ Z h- W O �5 O -' WW ~ H !6 U.I Z CA L) O Z t i /mil , i ! -- Vortechs".1 Stormwater Treatment System INSPECTION & MAINTENANCE LOG 1 i i 1 Model: 5000 Location: Anywhere, USA Floatable Maintenance Maintenance rb. -, eptn to ��Layer ;i, t Performed Personnel Comments Sed�ment1, , k Thicness Z .t'J, dlrt ,�:. ,7•.t }. , .�f 12/01/99 36" 0" N/A B. Johnson Installed 03/01/00 28 i , N'one t �. B I]ohnson '.+ ;Swept '� een lot a° ". parking 06/01/00 24" Heavy Sheen None + tttY '� ' f ' S 4 �f s, '1e ,'tSo "rbe h tpads .� ., t ryt .I• ;:t I t ' 0901 a deployed to remove 5 Riley , f Oil spill w oil 12/01/00 12" Sheen None S. Riley "';jkj. /rybra .E ( S i , c >/ tr..it�t��Jti"t� �� r slY R ? } h ',� s y .t i ';, . Ch }t t• . ; � r ry' �'1 i u t' ? a I � •. 's., r l .. J �': '( + I t 1 r �:. F. Y � 1 i '' h T Y• •� �' V x,4' 01 r ¢ r 4 1 J � 6" ` � 1 c ! ?Yc3ct 0 Sr' = 't � 7 1 1J � A Clean out ed 1 S Riley'k .Heavy, l }' sfib 1:11" t hs Lr� x t t ^ :$ ct 1' ffl r+k" i +J f. j , .t ,. 5 5:p r, '' Q < ". 1 "t `debris i^4a., t)',r •. S .3i7 f .: , {,7!' ,4 M ry'.'.',` ,�. r ACE Grit Chamber Cleanout 04/15/01 36" 0" Environmental evacuated completed Services �'•'r.�' S�t:5!' 4 } >P,Yj" w' * ;.! t� '}�, Z r t�f t'�'t 1i;,!.i �: ilF« Or y'C '�. Stl r ii.' f M 1' •t2.- ," !: t-t l ;Y -;t' jfl 4 ;y�; ''_;e. �'QCF bC t f.� 1 S'�tT r { ' I , ' i 4'i r', � :it„ ;ii t;lh•i } .'Y (, "J' I . . S .Y � i•W �J 1. t Y '�' t t':fI,,fS�YYr'� . T t .11 r� z't y 1•' - 1 l lr('S Ar •{Y k ' ,, � 1C'��J �i 9; 1 r }x .,. r t , 1 �Yr''•. �J .. J1. \�.. YYAy r. 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Y� • ��• JJ ( .[ {��4 f 5 � L, (t Sf 4 r i 4 � y t k K .. • � 6.� J n � . i �� ,' � t a .�} .A .... .L1 \, {Y 1 l l t iE }tom # �'SJ� GaJ4.�F x � + 1 i 4 (.r ( fi r\ ' -ykr ( �� .. .J .'�Rv. •.� � }n f�:.�.a ..., .. 6., 5 .ft .'•y, `r f : ,.. § .J.], .: a s.,i.... - -' .. >. { L ...n i.. p .a .'ss ✓.'rJt.. ,: I) -. 2 1: �. ���Jy`Yi. R. t. � i"�t,� �'•j� ;�J,jv .�l' n,',i •� {♦ ' �A: ' ':5���' �` %7:7 F.� : {�."r S, �.t L. .' � . • ':s .Y L�' K j� ' t S '� � 4e i• ��S YV �' r: a t t •. r '`y'+ �. - t { bi,� I f s i �,�t "tf� X5 3. , ?t ! x .,rt .,. !. { Y i s r.: i.. .: 1. The water depth to sediment is determined by taking two measurements with a stadia rod: one measurement from the manhole opening to the top of the sediment pile and the other from the manhole opening to the water surface. When the difference between the two measurements is six inches or less, the System should be cleaned out. 2. 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The water depth to sediment is determined by taking two measurements with a stadia rod: one measurement from the manhole opening to the top of the sediment pile and the other from the manhole opening to the water surface. When the difference between the two measurements is six inches or less, the System should be cleaned out. 2. For optimum performance, the System should be cleaned out when the floating hydrocarbon layer accumulates to an appreciable thickness. In the event of a spill, the System should be cleaned immediately. z �W 2 u� D U CO 0 WX f- N LL WW 2 Ids J co D � y y V �W_ Z z� W UJ 5 U� ON o E- WW i U r r L O 111 z U= 0 z t wo 1 1 I i ..1 l i i • �VortechslH` Stormwater Treatment System r.,,. ,..H.. , nY...._.......t w - .r........ ,.., . LABORATORY AND FIELD TESTING Introduction Vortechnics is an established leader In the stormwater treatment industry, marketing the Vortechs° Stormwater Treatment System as a technology capable of removing a high percentage of floating and settling pollutants from stormwater flows. Extensive testing in both the laboratory and in the field has produced a comprehensive set of data describing the relationship between flow rate, particle size, and removal efficiency. Sections 1 and 2 contain the results of laboratory and field- testing. Section 1 shows the results of full -scale testing with a Vortechs° Model 2000 at Vortechnics' laboratory in Portland, Maine. Section 2 includes long term monitoring results from several Vortechs° Systems installed on typical projects. Laboratory Testing - Vortechs° Stormwater Treatment System Performance See Table 1 These performance curves are based on laboratory tests using a full scale Vortechs® System Model 2000. The testing protocol used is described on the following pages. The 150 - micron curve demonstrates the results of tests using particles that passed through a 100 -mesh sieve and were retained on a 150 -mesh sieve. The 50- micron curve is based on tests of particles passing through a 200 -mesh sieve and retained on a 400 -mesh sieve. A slurry representing an average stormwater sediment gradation, with the particle size gradation shown in Table 1, was also tested in our laboratory. 1 As the graph clearly shows, Vortechs° Systems maintain positive total suspended solids (TSS) removal efficiencies over the full range of operating rates, allowing the System to effectively treat all runoff from large infrequent design storms as well as runoff from the more frequent low intensity storms. Precast Vortechs° Systems are designed to treat peak flows from 1.6 cfs up to 25 cfs without bypassing. Peak flows that exceed rated treatment capacities can be conveyed around the System with an external bypass. Internal bypasses can be configured to direct low flows from the I i _1 0 Vortechs System Removal Efficiencies for Selected Particle Gradations 100.00% 0 90.00 80.00 70.00 % Z 60.00 w 50.00 40.00 0 30.00 ... E 20.00 Z 10.00 � 0.00% 0 20 40 60 80 100 Operating Rate (gpm /sf) + 50 um --A---- Typical Gradation —m -150 um See Table 1 These performance curves are based on laboratory tests using a full scale Vortechs® System Model 2000. The testing protocol used is described on the following pages. The 150 - micron curve demonstrates the results of tests using particles that passed through a 100 -mesh sieve and were retained on a 150 -mesh sieve. The 50- micron curve is based on tests of particles passing through a 200 -mesh sieve and retained on a 400 -mesh sieve. A slurry representing an average stormwater sediment gradation, with the particle size gradation shown in Table 1, was also tested in our laboratory. 1 As the graph clearly shows, Vortechs° Systems maintain positive total suspended solids (TSS) removal efficiencies over the full range of operating rates, allowing the System to effectively treat all runoff from large infrequent design storms as well as runoff from the more frequent low intensity storms. Precast Vortechs° Systems are designed to treat peak flows from 1.6 cfs up to 25 cfs without bypassing. Peak flows that exceed rated treatment capacities can be conveyed around the System with an external bypass. Internal bypasses can be configured to direct low flows from the I i _1 0 ).....- �. ... Z O Z Vortechsl�' Stormwater Treatment System last chamber of the Vortechs° System to polishing treatment when more stringent water quality -� standards are imposed. In all configurations, high removal efficiencies are achieved during the lower intensity storms, which constitute the majority of annual rainfall volume. _ Laboratory Quality Control Brief i i The following protocol summarizes standard operating procedures for Total Suspended Solids (TSS) testing in the Vortechnics Laboratory. These guidelines were followed in the creation of the preceding performance curves. Sediment Source Sediment samples are sorted according to ASTM Special Technical Publication 477 B, which establishes sieve analysis procedures. U.S. Standard Sieves in a Gilson SS -15 sieve shaker are used to separate particles to the various fractions required for our tests. To ensure uniformity of those fractions, an unsorted sample is sieved until less than 1% of that sample passes through the sieve in - one minute. All sediment recovered after a test is dried and resieved before reuse. Unless otherwise specified, mineral sediments with a density of 2.65 g /crr? are used. The following table describes the particle size distribution of samples tested by Vortechnics to represent TSS Loading in typical urban runoff. i i , Table 1 Particle Size Distribution Percentage of Sample Make -up < 63 µm 42% 63 - 75 µm 4% 75 - 100 µ.m 9% 100 - 150 µm 7% 150 - 250 µm 11% 250 µm 27% Flow Calibration and Regulation Flow calibration is accomplished by calculating the head at the baffle wall required to produce a given flow rate through the orifice and the weir in the flow control wall. Flow is regulated by a 12- inch butterfly valve located upstream of the Vortechs° System. In order to simulate field conditions, flow rates are changed gradually to avoid flow surges through the System. The test flow rate is set by observing the head in the Vortechs® System and adjusting the regulating valve accordingly. Before any samples are collected, the valve must remain fixed for a period equal to half of the detention time so that flow equalizes throughout the System. Each test group is planned so that flow rates increase incrementally in consecutive tests. Sediment Metering All sediment is injected into the inlet pipe via a 1 /4 -inch flexible hose using a Watson Marlow 5058 peristaltic metering pump. For TSS tests, a known gradation of sediment and water are combined in approximately a 1/2 pound /gallon ratio in a holding tank and homogenized by a mixing propeller powered by a 1/3 horsepower motor. The mixer is activated at least 5 minutes before testing commences and runs continuously throughout the test. The metering pump is activated for a period of time equal to at least half of the detention time of the Vortechs® System at the test flow rate, _J i Y. I Z Z �W QQ JU UO to o J CO LL W O LL Q 52a = W Z �.. E- O Z LLJ U� ON o F- W UJ H C.). LL O. •Z W CO) O Z z i Vortechs` Stormwater Treatment System 1 before the first influent sample is taken. The pump must run continuously until the last effluent j sample is taken. Sample Collection All influent samples are taken from a 6 -inch gate valve located upstream of the Vortechs® System, A collection bin housing a 500 mL sample container is positioned beneath the valve. Five seconds before each sample is taken the valve is quickly opened and closed to eliminate any interference from particles that have settled in the low velocity region of the gate. This eliminates artificially 7 high influent readings. The time that the influent sample was taken is recorded and the corresponding effluent sample is collected after a period of time equal to the detention time. Effluent grab samples are collected at the discharge pipe, by sweeping the mouth of a 500 mL bottle through the exiting flow stream. Samples are annotated and refrigerated until they can be analyzed. i Sample Analysis -' TSS samples are analyzed in the Vortechnics laboratory, following EPA method 160.2, a method for i the measurement of total non - filterable solids. Volume measurements are accurate to 0.6 mL using a 500 mL graduated cylinder and an Acculab V -1 analytical balance with a readability of 0.001 g is used to measure mass. I i Field Testing - Vortechs° System Field Monitoring Summary Vortechnics has become a leader in the stormwater industry in large part because of the company's unwavering long -term commitment to research and development. In addition to performing their own field tests, Vortechnics has diligently pursued opportunities to work with third party organizations to test their products. In fact, the Vortechs® System has been subjected to the most comprehensive third party testing in the industry. These independent studies have allowed Vortechnics to corroborate their lab and field data to ensure that actual performance of the Vortechs® System matches their claims. I i i , 4 , i Following are brief summaries of the field tests completed to date. Please contact Vortechnics for the full reports. In addition, all reports are available for download on Vortechnics website at www.vortechnics.com. DeLorme Mapping Company - Yarmouth, ME Vortechnics, Inc. Prior to this premier field test of the Vortechs° System, Vortechnics developed an extensive body of laboratory data to document total suspended solids (TSS) removal efficiency. Vortechnics performed this field study in order to compare the performance predicted using laboratory data to the performance of a correctly sized System in the field. The study site was the headquarters of DeLorme Mapping in Yarmouth, Maine, The building, driveway, parking lot and ancillary facilities were constructed in 1996. A Vortechs® Model 11000 was installed to treat runoff from the 300 - space, 4 -acre parking lot. Testing Period May 1999 to Dec. 1999 # of Storms Sampled 20 Mean Influent Concentration 328 m /L Mean Effluent Concentration 60 m /L Removal Efficiency 82% ; i .i•..... ,;.,i. :... ,. .: :. ,....•..:., :.:�.:.._: ..�.......:_:.. «.. i..;. � :...:........: i:.:; �. i. :...;�, + ...•:a� , ;.�i:.:.•,'.: :t!a....�,::.:,.•wi...e. .. ,.a1:rt.:N'.ti::W:4:!?:e�'.k:... ..isi..t,w. ��.i1ia;.t.:4k:,:ia,.o.�.e� 3:::• sates: :ucwa.:�:..:awaF.'+:';na:as.: :rC..:.zcrLEai.Ltiie:� •}� ��ii�.0 t• Z �Z 2 JU 0O w� U. W O U.j � =W Z F. I_ O Z f_ UJ W U� CO o F_ WW H� U.Z ui U= O Z i i �I 1 •�i i Vortechs" Stormwater Treatment System MMa.NY.{4)YbrKOM.eh- x.•vrnkM xu' n.' wti' wwl .rr+•.In�•trr�.�e•n.�rrtrirna vmaux�.�wftv.vsr r..�.nr n......wV'.� Knu 1. Lr .trrse� � r ..i� .« .... .n �. r rya ... .n..•n� c. ten.. n.• curt rn ++vr.. r.vr.. ..r. .. .. v • r. n.nrr . The main purpose of the DeLorme study was to verify that the sizing methodology developed from our full -scale laboratory testing was valid and an accurate means of predicting field performance. The results of the study confirmed our sizing methodology. Village Marine Drainage - Lake George, NY New York State Department of Environmental Conservation, Division of Water The New York State DEC used funds obtained in a Section 319 grant to initiate a study of the effectiveness of the Vortechs® System to remove sediment and other pollutants transported by stormwater to Lake George, Lake George Village, New York. "Since the 1970s, when there was a rapid increase in the rate and concentration of development along the southwestern shores of Lake George, we have been concerned about the impact of stormwater discharges into the lake," said Tracy West, co- author of the study. Testing Period Feb. 2000 to Dec. 2000 # of Storms Sampled 13 Mean Influent Concentration 801 m /L Mean Effluent Concentration 105 m /L Removal Efficient 88% The study concluded that the Village and Town of Lake George should consider installing additional Vortechs° Systems in areas where sedimentation and erosion have been identified as non -point source pollution problems. Harding Township Rest Area - Harding Township, NJ RTP Environmental Associates This third party evaluation was performed under a U.S. Environmental Protection Agency grant, administered by the New Jersey Department of Environmental Protection. A. Roger Greenway, principal of RTP Environmental Associates, Inc., conducted the study in conjunction with Thonet Associates, which assisted with data analysis and helped develop best management practices (BMP) recommendations. The Vortechs® Model 4000 was sized to handle a 100 -year storm from the three -acre paved parking area at the Harding Rest Stop, located off the northbound lane of I -287 in Harding Township, New Jersey. Testing Period May 1999 to Nov. 2000 # of Storms Sampled 5 Mean Influent Concentration (TSS) 493 m /L Mean Effluent Concentration (TSS) 35 m /L Removal Efficient TSS) 93% Mean Influent Concentration TPH 16 m /L Mean Effluent Concentration TPH 5 m /L Removal Efficient TPH) 67% The study concluded that truck rest stops and similar parking areas would benefit from installing stormwater treatment systems to mitigate the water quality impacts associated with stormwater runoff from these sites. Z ;H Z �w QQ JU UO U) DLL wO �Q ND = �_w Z H ZO 2 Uj U U O— o �_. WW O W Z U= O Z VortechsCF Stormwater Treatment Systern Timothy Edwards Middle School - South Windsor, CT UCONN Department of Civil & Environmental Engineering Susan Mary Board published this most recent study of the Vortechs o System as a thesis as part of the requirements for a Master of Science degree from the University of Connecticut. Her objective was to determine how well the Vortechs° System retained pollutants from parking lot runoff, including total suspended solids (TSS), nutrients, metals, and petroleum hydrocarbons, �+ A Vortechs° Model 5000 was installed in 1998 to treat runoff from the 82 -space parking lot of Timothy Edwards Middle School. The entire watershed was approximately 2 acres, and was 80% impervious. Testing Period July 2000 to April 2001 # of Storms Sampled weekly composite samples taken Mean Influent Concentration 324 m /L Mean Effluent Concentration 73 m /L Removal Efficiency 77% Additionally, the Vortechs® System was particularly effective in removing zinc (85 %), lead (46 %), copper (56 %), phosphorus (67 %) and nitrate (54 %). The study concluded that the Vortechs® Stormwater Treatment System significantly reduced effluent concentrations of many pollutants in stormwater runoff. r Z Z QQ W. W J U0 N w= J CO U W O U- a: CO = �. W Z W O 5 U� 0 0 H- = V H� LL O' .. Z W H =, O Z I 1 I 1 i 1 r { i .J J �1 r - 1 i i Vortechnics Vortechs System This EPA award - winning design efficiently removes contaminated sediment and floating oil and debris from surface runoff. It is a compact, below grade system that is fabricated near the jobsite from precast concrete and marine grade aluminum. Its unique design allows for easy inspection and unobstructed mainten access. Features include low capital cost per unit of treatment and a shallow excavation depth that reduces installation costs. The Vortechs System's swirl- concentrator and flow - controls work together to prevent pollutant re- suspension and washout - even during high - intensity storm events. System p erforma nce has been documented with both laboratory and field data. Annual TSS removal efficiencies have been shown to be 80% for typical urban runoff particle distributions. Each system is custom - designed to suit site conditions and local regulatory requirements, treating design flows from 1.6 CFS to 25 CFS. Larger flows are treated using Vortechs Systems that are cast -in- place. Animated phases of operation. -- The sizing chart below describes precast Vortechs Systems and peak design flow rates treated by each. These models are sized to treat infrequent peak design flows (e.g. 10 year storms) without bypassing. Stormwater flows can also be treated using off -line (bypassed) Vortechs Systems or cast -in -place Vortechs Systems. Please refer to Technical Bulletin 3 for a complete explanation of our -. sizing criteria (or contact your local sales office for assistance.). _J Vortechs Model Grit Chamber Diam. /Area ft /ft Peak Design Flow (A) cfs. Sediment Storage (B) yds. Approx. Size (C) L x W ft. 1000 3/7 1.6 .75 9 x 3 2000 4/13 2.8 1.25 10 x 4 3000 5/20 4.5 1.75 11 x 5 4000 6/28 6.0 2.5 12 x 6 Page 1 of 2 Z ;= Z �w Q � JU U0 CO CO W J = CO) LL w 9-1 LL CO d =w Z� w� U� LU ON 0 E- w W �P u. O . Z . W U= O Z 1 � http: / /www.vortechnics.com/ products /vortechsystem2.html 10/14/2003 Vortechnics 1 i i 7 1 , J J 5000 7/38 8.5 3.25 13 x 7 7000 8/50 11.0 4.0 14 x 8 9000 9/64 14.0 4.75 15 x 9 11000 10/79 17.5 5.5 16 x 10 16000 12/113 25.0 7,0 18 x 12 click here for metric conversion Engineering Notes: A) For on -line Vortechs Systems without a bypass, sizing criteria is based on providing one square foot of grit chamber surface area for each 100 gpm of peak design storm flow rate (e.g., 10 -year storm). B) Sediment storage volumes assume a 3 -foot sump and a 1 -foot opening under baffle. C) The sizing information above is representative of typical Vortechs Systems. Construction details may vary depending on the specific application. Any alterations to the sizing chart specifications will appear on Vortechnics dimensional and shop drawings. Please contact Vortechnics for the weight of specific Vortechs Systems if needed. Special Note: Oil storage capacity, when it is needed to meet a specific requirement for spill containment, can be sized to meet the storage requirement with the selected model. Vortechnics technical staff will optimize system geometry to meet containment requirements within a correctly size Vortechs System. "When you are ready to specify a Vortechs System, please complete our S pecifier's Worksheet and e-mail or fax to us or contact a local Vortechnics Sales Office for assistance," t� Print Page Option http : / /www.vortechnies.com /products /vortechsystem2.html Page 2 of 2 10/14/2003 Z w 1 C JU U O C0 L w 0 La cl) = �. w z F_ ZO. W LU D 0 U 0 F- LU w F- U_ O w Z U =. O~ Z t a { JILA: �qiP 0 City of Tukwila , I � I .j r i N = Department of Community Development Jack Pace, Director �, ..r December 16, 2008 Richard Chung Westfield Southcenter 2800 Southcenter Mall Tukwila, WA 98188 RE: Release of Bond Bond No. 6350376 Dear Mr ung. C This letter authorizes release of the performance bond posted for the installation of additional landscaping and sidewalk along Strander Blvd that was required as part of the Doubletree demolition. This scope of work has been installed and approved by the City. If you should have any questions, please contact our office at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator end xc: Permit No. D05 -344 V gAdocuments%ond release\d05 -244 — release letter.doc bh Jim Haggerton, Mayor Z D JU UO to 't7 CO W J = f-• CO U_ w O 2 �. J U. ?. UJ N H- O w ~ w U� O _ F-•' w �U Ui N U O ~. Z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 * Phone: 206 - 431 -3670 a Fax. 206 - 431 -3665 10 /10/2eO5 16:16 858- 550 - 7166 WESTFIELD D &C SDR, -� PAGE 02 FROM :WESTFIELD SOUTHCENTER FFX NO. :2052448607 Sir. 26 2005 04 :53PM P3 5EP 23 '05 02-"25TPM "MkWILP DCD/PW P, Zit City of Tukwila ' i 6300 Seulheanter Blvd, Suite 100. Tuilwila, WA 89188 ti 206- 431 -3670 is DEVELOPER'S PROJECf WARRANTY RE6UEST FORM , Sidn �: #d :lye; c'dRrpteted by Devtploplr. Name of Devetopment: Wesrf/eco SAwr P'Als So ;r b'ceov' - t At Address: Co 3 3 _ �ovTHCe/vr�� I Gwlcja► wA g' ®�R8 Releasle should be sent to: Name: 1 Address: ,& /c L �I -z �- Date: os Permit'No. 4 oY l�— �A'hPP /NCTOe../v S�TNC6�/l��Q City/Stata/Ep T4 c w,, '•• q TB Q S Phone Numbe 206j]: 2 yG - oyz3 Deser�tidn of items to be completed (rafemnee plow, ebuwenta where Items ere 6*0bed):. 44bA) S 5%4OtI 0 As the Owner, or authorized agent of the owner, 1 hereby Aubmit cash or cash equl4lMt in the amount of ?& dp° (150% of value to complete wbrl� above) and attach support docurnentaiion for value of work. I Will havb this work carried out and Call for a final inspection by this date: 3 - 2-00 6' , or' risk having the City use these funds to cant' out the work with their overt contractor or in-house manoower. It I fail to Caltrry out 1110 worK, I hereoy authorise the City bo go onto the property and carry cui completion of the above deficiencies. I further agree to complete all work listed above prior to requesting Inspection and raises of eMS, � 1 i, Signed- .. may, i- Title: I . I ��et, �Y' c .R i Z" - 2 — te�be• com leted b City stsp(1' ' • '; TWIS' FUNb 1$'AU'TiKI 0. 81 Z110 T O' St ACCEPTED: signed: L i Department Head: Amount: 3 ---- '.Deposited this Date• I ' 1�1 . I�1 1r.�.� ■�II11 ❑ Cash/Check +^ / ❑ Cash Asslgmrno k Bond Olty R No. YY.l1�.- Aecelved B sew drt 3 - ;�o; tom 'I,etbtlstiyiDev��gp`er All work identified in Sootion 7 of this form ihas now been completed do returned to department which nuthortxed wwmnty.' I hereby request inspection and release of my cash/cash equiveientibond. % Develdpers Representative: �' ` : pats: ' I have reviewed the above work and found It ®CCepteble and tW authorize the release of the above ft wh e }+ivale InapaCtOr; '�,� � �U Date: '' � 2��Authorized By: Amount Released: a 1.61 /1 no(2 ' I. C1 Check -Check No. Q Cash EqulWlent - Letter attached Date aaoasted' - Released byc' f ` 31EtNtYt+'+ t xntar r!.yty.Wa `�+'MY'w"P-t': * v�•wn.a�l xrwn> o. nr•��rntr : a„ «tr. rxWSw..y+.v tax, :•.ro>wnrt;.. . YUy r... r<+,:,•. kp�ri!: f :rr,�nc"Srt:w.lk'.rM ll Bond - Letter attached Z i~ ~ W JU UO N W = W 9-1 U_ WD = W Z� �o Z�_ W W U� U) o� WW IL ~O LLi Z U= ~O H Z MILLENNIUM CORPORATE PARK BLDG. C 18400 NE UNION HILL ROAD REDMOND, WA 98052 PERFORMANCE BOND Bond # 6350376 KNOW ALL BY THESE PRESENTS, That we, Westfield Corporation, Inc. (hereinafter called the Principal), as Principal, and SAFECO INSURANCE COMP ANY OF AMERICA , a corporation duly organized under the laws of the State of Washington (hereinafter called the Surety), as Surety, are held and firmly bound unto Citv of Tukwila, WA , (hereinafter called the Obligee), in the sum of Seventy Five Thousand and N01100 ($ 75,000.00 ) Dollars, for the payment of which sum well and truly to be made, we, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. Signed and sealed this 28 "' day of September , 2005 WHEREAS, said Principal has entered into a Contract with said Obligee, dated for additional landscape and sidewalk along Strander Blvd. in accordance with the terms and conditions of said Contract, which is hereby referred to and made part hereof as if fully set forth herein; NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if the above bounden Principal shall well and truly keep, do and perform each and every, all and singular, the matters and things in said contract set forth and specified to be by said Principal kept, done and performed, at the times and in the manner in said contract specified, or shall pay over, make good and reimburse to the above named Obligee, all loss and damage which said Obligee may sustain by reason of failure or defauh on the part of said Principal so to do, then this obligation shall be null and void; otherwise shall remain in full force and effect. NO SUIT, ACTION OR PROCEEDING by the Obligee to recover on this bond shall be sustained unless the sarne be comrren:;ed within two (2) years following date on which Principal ceased work on said Contract. Westfield Corporation, Inc. Principal B Rahsaana Towns Assistant A SAFEC INSURANCE AMVRICA - wofioricr iuroy 0 Registered trademark of SAFECO Corporation. W... � -i :« : du.':..'.'.:, h•.. �". A_::« luwcF. uasw ::;wy:w:.3.G ��i:.k fGuT'Ji ti ' J Z iH Z W aa� JU 00 CO 0 CO W J = H Co LL WO 9 -1 LL co O = W H Z� 1- O Z H W W U ON 01-- W W r` u. O Z W CO O Z POWER SAFL,_ Insurenc? Company S A F E C a PO Box 34526 OF ATTORNEY Seattle, WA 98124 -•1526 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint * * ** *JEFFREY STRASSNER; CHRISTINA TURMAN; B. A. MATSON; KRISTINE MENDEZ; CESAR F. JAVIER; ADRIANA VALL -N UCLA; Los Angeles, California" *' No. 9085 Z �Z W _ J0 00 U) o NW W J ll. Q W_ FW Z f►— F- 0 Z F- W U O N .0 l!_ WW H LL _ b Z' U_N F- _ O Z its true and lawful attomey(s) -in -fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 9th day of October 2001 _4�F 4 Le— cf_4_1� R.A. PIERSON, SECRETARY MIKE M GAVICK, PRESIDENT CERTIFICATE Extract from the By -Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V. Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attomeys -in -fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V, Section 13 of the By -Laws, and (it) A copy of the power -of- attorney appointment, executed pursuant thereto, and (iii) Certifying that said power -of- attomey appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." I, R.A. Pierson, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attomey Issued pursuant thereto, are true and correct, and that both the By -Laws, the Resolution and the Power of Attomey are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation this SEP Nod 2005 day of CORPORATE SEAL SEAL s� _ 1953 lair \� Of W ASHt�'' �Of WaSa�i S -0974 /SAEF 2/01 PM R.A. PIERSON, SECRETARY 0 A registered trademark of SAFECO Corporation 10/9/01 PDF It CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT State of California County of Los Angeles J EP 2 .8 2005 before me, Natalie K. Trofimoff, Notar Public personally appeared Kristine Mendez ® personally known to me - OR - NATALIE K. TROMMOFF '0� CocnmMlon # 1410124 I Notary Public - California Los Angeles County 1 My Comm. Expires Apr 8, 2007r ❑ proved to me on the basis of satisfactory evidence the person(s) whose name(s) is /are subscribed to the within instrument and acknowledged to me that he /she /they executed the same in his /her /their authorized capacity(ies), and that by his /her /their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. W ITN S my hand , a d f Icial seal. Notary Public Seal SIGNATU E OF NOTAR OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. DESCRIPTION OF ATTACHED DOCUMENT: TITLE OR TYPE OF DOCUMENT: DOCUMENT DATE: CAPACITY(IES) CLAIMED BY SIGNER(S) Signer's Name: I ❑ INDIVIDUAL ❑CORPORATE OFFICER Title(s) Signer's Name ❑INDIVIDUAL ❑CORPORATE OFFICER Title(s) I ❑ PARTNER(S)❑ LIMITED ❑ GENERAL ® ATTORNEY -IN -FACT ❑ TRUSTEE(S) ❑ GUARDIAN /CONSERVATOR ❑ OTHER: I Signer is representing: NAME OF PERSON(S) OR ENTITY(IES) ❑ PARTNER(S)❑ LIMITED ❑ GENERAL ❑ ATTORNEY -IN -FACT ❑ TRUSTEE(S) ❑ GUARDIAN /CONSERVATOR ❑ OTHER: Signer is representing: NAME OF PERSON(S) OR ENTITY(IES) Z �z �W .J U UO to 0 w� to L WO 9d = �W z zF_ W �5 U� O� 0I__ W LL I I=- FU-- u- O .• Z W Cl) O Z CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT State of Californ' AA ss. County of b On before me, `i�iG -4l }h • �inr�/, Date Name and Title of Officer (e.g., "JaAe Doe, Notary Public ") personally appeared 7 Name(s) of Signer(s) ' J1IIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111111iIIIII111111111111111111111111111L LISA M. SHELLEY = ° Commission # 1402991 z z ' , Notary Public — California Los Angeles County My Comm. Expires Mar 1, 2007= �11111111111111111111111111111111111111111111111111111111111111111111111111111111111111 I I f �. Place Notary Seal Above , �Mersonally known to me ❑ proved to me on the basis of satisfactory evidence to be the personal whose named islaW subscribed to the within instrument and acknowledged to me that Ige /she /the' executed the same in W /her /ther authorized capacity(ie), and that by Igis /her /tt)eir signature(t) on the instrument the person(e), or the entity upon behalf of which the personK acted, executed the instrument. WITNE my hand and official seal. Slgnalure o Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual Top of thumb here ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: 0 1997 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313 -2402 Prod. No. 5907 Reorder: Call Toll -Free 1. 800. 876.6827 Z �} Z �w �U 00 0 , N J F— 00 u. w LL Q co) n = F _ w Z t— ZO W f U� ON 0 H W H LL F- O . .. Z w CO) o'' Z IMPORTANT NOTICE TO SURETY BOND CUSTOMERS REGARDING THE TERRORISM RISK INSURANCE ACT OF 2002 a Z ;3: As a surety bond customer of one of the SAFECO insurance companies ( SAFECO Insurance 2 Company of America, General Insurance Company of Americas, First National Insurance o Company, American States Insurance Company or American Economy Insurance Company), it is Co o our duty to notify you that the Terrorism Risk Insurance Act of 2002 extends to "surety insurance ". J = This means that under certain circumstances, we may be eligible for reimbursement of certain N surety bond losses by the United States government under a formula established by this Act. UJ 0 Under this formula, the United States government pays 90% of losses caused by certified acts of U. terrorism that exceed a statutorily established deductible to be paid by the insurance company = d providing the bond. The Act also establishes a $100 billion cap for the total of all losses to be paid _ by all insurers for certified acts of terrorism. Losses on some or all of your bonds may be subject to ? ~ this cap. w o �5 This notice does not modify any of the existing terms and conditions of this bond, the underlying N agreement guaranteed by this bond, any statutes governing the terms of this bond, or any o generally applicable rules of law. _ UJ At this time, there is no premium charge resulting from this Act. ` z w U= O F. Z s "1 Page 1 of 1 Patricia Flaagan From: Patricia Flaagan RECEIVED Sent: Thursday, September 29, 2005 4:57 PM 1W 3 0 2005 To: Tony Santo COMMUNITY Cc: David Kautz DEVELOPMEW Subject: Performance Bond for City of Tukwila, WA Tony, As we discussed, I will overnight mail the original bond issued to the City of Tukwila, WA to Dave at Southcenter. The bond is signed by an officer of Westfield Corporation, Inc. and notarized along with the corporate seal affixed. I have attached it for your records. There is a blank space for the date on which Westfield entered into a contract with the City. I believe this would be the Developer's Project Warranty Request Form dated 9/27/2005. You may want to confirm with the City before completing. The original bond needs to be delivered to the City. Any questions, let me know. Pat Flaagan Manager - Risk Management Westfield Corporation, Inc. PH: 310- 575 -5975 FAX: 310- 478 -1951 Cell: 310- 850 -0767 9/29/2005 1 7 z �z 00 N J F CO W w 0 �� U- = �w Z 1'- O Z F- W U� 0 C0_ F- w W �0 Ill Z N O Z 10/13/2005 16:16 858 - 550 -7166 i Transmittal WESTFIELD D &C SDR DATE TO �` \ �• COMPANY Westield Corporation FACSIMILE NUMBER FROM PHONE NUMBER 9 NO. OF PAGES \\_ ( including cover sheet) PAGE 01 Wes *ff Westfield Corporation, Inc. 4545 La Jolla Village Dr. Suite E28 San Diego, CA 92122 Tolephone (869) 6504170 Facsimile (868) 5SO - 7177 P.Ubw6fw( MMQYaxeo4w*w6awG The contents of this transmittal including attachments) may be privileged and confidential. Any unauthorized use of the contents is expressly prohibited. If you have received the document in error, please advise us by telephone (reverse charges) immedately and then shred the document. Thank you, Z �Z �W QQ � JU 00 C �. co J H Lh U- W O 2� 9a = �w Z I— O w �5 U O c 0 H W LL 0 . iii Z U =. O ~. Z 10/13/2e05 16 :16 858 - 550 -7166 WESTFIELD D &C SDR PAGE 03 P. 01 TRANSACTION REPORT SEP -27 -2005 TUE 10;01 AM FOR: WESTFIELD UTC 858 552 9065 SEND DATE START RECEIVER TX TIME PAGES TYPE NOTE M# DP SEP -27 10 :00 AM 13104781951 1'20" 4 FAX TX OK 456 �c TOTAL : 1M 20S PAGES: 4 Facsimile 5 '�, TMA 4w L Ions vinsp Drlvo No 8.25 So Dkgo, CA 92142.1212 Tdepkmw (858)453.1930 F=hac: (858) 552.9055 DATES Sc Pr 27 TO: p..r f COMPA 1 PAcsmu NUMoER. 3 io - 4 �9 s-/ FROM NOS OF PANES; 7 g CeuC/r nt eown ATrNC //C4 • ��� DirMO THE geaerd Wc�,C ij lwR. at- vv . ,�,�,�,o,,na Got /S �So o+d Z' A•►rk'ioitnnN G•Otijjwe /� C19cc /K E /¢Nr lJFS7 eN S PL �, IR SE fAx eeP�' g AC k- 1 70 Mbr 7W N CS d� z Z �w aa JU UO W = LL WO LLQ =d W Z F- O Z F- W LLJ �p U O- w W H LO w Z U= O Z TDoMnNrr oerelr.um-NO)nwbpA�rawb*lmhr#Ai Mu vW&*AdwdLm d ft r a�a wbyror�eese I 'I M;: M'Wbed m dap"M 61 OW. PbW WWI* u by M►sphav f ro►+ ewdwf�l ►*n ■4wYSn0/wsr�f,�d�ahout�w�e nr�tyvu z • 10/13/2605 16:16 858 - 550 -7166 WESTFIELD D &C SDR PAGE 04 F acsiml e wadeff UTC 4545 La Jolla Village Drive Suite E San Diego, CA 92122 -1212 Telephone: (858) 453 -2930 Facsimile: (858) 552 -9065 DATE: 5 t P TO: P^ r F COMPANY: FACSIMILE NUMBER: 3/ FROM: o ,,, y , 9,9•v ra NO. OF PAGES: 7 S e6W/r,- A X7 C � f��� /S �3e�► � ,e'c I N� �3bNae/J wo L J9,v p Sc �/'L `Si'Jt` I¢d o.V V O g.irT7 C ip�9 7r is e b M Me 7 N i3, //- P/ TYA�� �A l S i /Vh elt 4, /C jp4 eo!'y . ck-1 70 '00ftA c= Z �Z w tr � �v UO 0 W= J 52 U- w 0 LL Q U.) F- w z 1- Z w U� ON o �- w w T-U LL — O w Z U= O F- z The contents of this f'acsfmlle (fnctudfng attwhments) may be prfvf /eged and con!ldenffab Any unautho&ad use of the Contents is expressly pmhlbited If you have received the document in error, please adblas us by telephone f (reverse charges) immediately and then shred the document Thank you. a 10/13/2605 16:16 858- 550 -7166 WESTFIELD D &C SDR FROM :WESTFIELD SOUTHCENTER FAX NO. :2062448607 $EP 23 '05 02;c PM TUKWIU9 DCD /PW ; , 1 Oeputrr em of C ammmI ty omf opo mt ; .6300 Southe"ter 61vd, Gum 100 ` I; TWMR*, WA 88188 Phone; MM 431 -3670 ( ' ! Fax; (209 e31.3988 i 2 40 :m PAGE 05 Sep. 26 2005 04:52PM P1 , I. L3 et1t E3 For ReYR'W ❑ p1E±asi C011MI16At ❑ PIeO Reply d PlESSeiZ"q/L:l® r . i 1 i I i i i i I �• G Z Z Q �W W� U CO 0 C0 J r— CO W WO 9 -1 LL 4 = CY �.. W Z 1-- O W~ �o U O� 0 r— W W H� U O .. w z U= O Z Fam Phonel 10/13/21;05 16:16 858 - 550 -7166 WESTFIELD D &C SDR PAGE 06 FROM : WESTFIELD SOUTHCENTER FAX NO. :2062445607 Sup. 26 2005 04:53PM P2 Facsimile DATE: -�.... TO: `(e C FAX : - S'Sa "7177 FROM�,,,4Z PHONE Z06- y9f- ( 7`7 NO. OF PAGES: 3 W stfi'et° Southcenter 633 Smithmnicr SePfti4. WA 9#186 -2888 Td: ("#) 246.0423 Fax: (206) 244 -M87 ff .'s � �.�`�. o$ `t"�� l,� j -��►., . �s�- � S`0,ocio.00 c�'ar �w� `7eovs qJL. c�� ,,.��1� 4-Mv- �. �w�,� Qu utr Lad We wd1� �"All `4 se"1►j C'LIV6sR'O'�) 0i Y-� r. � r. The contents of this facsimile (Including attachments) may be privileged and confidential. Any unauthorized use of the contents is expressly prohibited. If you have received the document In error, please advise us by telephone (reverse charges) and then shred the document. Thank you. z Z �w QQ JU 00 N 0. J = H to LL w L Co C = Y w z �. �O z �- w w U .O 0H wW HU O .z U N, O� Z 10/13/2005 16:16 858 - 550 -7166 r Facsimile PAGE 07 11&s*/d UTC 4545 La Jolla Village Drive Suite L -25 San Diego, CA 921.22 -1212 I Telephone: (858) 453 -2930 Facsimile: (858) 552 -9065 DATE- L � S et r 20� TO COMPANY: FACSIMILE NUMBER: FROM: Y NO. OF PAGES: Z / A c C-4 GIN S cwt- 4 P� r IA.) THE 1 P Pd RT1ov✓ o f 1 d Q /4tGu /c-�9 /J04 S �7T/gA4v /3 R 13 Fak 7 fle The contents of this facslmlle (Including attachments) may be prlvlleged and confldenft Any unauthorized use of the contents b exprmsey prohibited If you have recelved the document In error, please advise us by telephone (reverse charges) Immediately and then shred fhe document Thank you. ;.1..'•% � _ . r< o.. u�: n::,.;: 1.•..;++... �L. ::_:S.;.w::.�uJ.ui «�O;y,+rer.'. W>sdFa:`.:Sa:e; NJti, 4�nYA{7fi',.%.:3t1•,i!�' irk: t�wFl '.a�.',s;•��•.Lfi:Rte..wi�+,... A:a�.<.u;�:p.�Sec.<(:�.r..a.. .q:s:v::." _, ,s,ti:..,��= ,:+.:�vtvlt -`'r�. ':.�`iL.l:.�r r:;�::wi�: L'. ?s,K WESTFIELD D &C SDR Z �Z �w �� W .� U UO W= H C/) LL w U. Q �D = �w z Z0 w U� O N C1 H W W U 0 Z U N z 10/13/2005 16:16 858 - 550 -7166 WESTFIELD D &C SDR PAGE 08 if l n TRANSMISSION VERIFICATION REPORT TIME : 09/27/2005 15:48 NAME : WESTFIELD D &C SDR FAX : 858- 550 -7166 TEL : 958 - 550 -7188 DATE,TIME FAX NO. /NAME DURATION PAGE(S) RESULT MODE 09/27 15 913104781951 0 STANDARD ECM Z Q Z �w QQ JU UQ wi J H cl) LL. W O. 9-5 LL_ Q N d = W Z� Z t- w 2 5 U 0. O� o ff W W LL. O Z W O ~. Z 16:16 858 -550 -7166 Westfield South Center Job Site Meeting 9- 22 -05, Thursday WESTFIELD D &C SDR PAGE 09 Tony Santo, Don Blumenthal PM, Hector Rodriguez Opts Mngr., Robin Bumham Sales and Marketing Tony, The following is a recap of our meeting and Q & A at South Center mall Demo project yesterday. • Status on Public Works & Demo Permit: Don agreed to contact PW Dept and inquire as to fast tracking the demo permit portion of the PW Permit • Existing Transformers: Don will schedule disconnect with Jay (SeaTac Elec.) once the PW permit is issued. Puget power will be responsible for removing there transformer (s). • Potential damage to trees just north of construction fence. It appears that several of these trees will be severely damaged once the excavation begins. Conversation ended in a "wait and see ". (PDG will offer a Unit cost for disposal of remaining trees that are up rooted or fallen) • Option for transplanting existing trees inside PDG's scope of work: PDG contacted 'Big Trees inc.' in an effort to understand options for transplanting healthy existing trees. • Print C -1.0 Shows S.E. Corner new curbing to connect to curbing that will be demolished. Tony, suggested we add the 5' of curbing and note the addition on the as builts. • Print C -1.0 shows S.E. Comer curb down to outer (street side) curbing. PDG needs new grading plan to show a maximum of 2% grade for this ramp as per local ADA regulations. z 1 Z W D JU 0 Uo J = 52 LL W O LLQ co o = d �W Z �-o z E-- w W U� o C o �- w �- O w z CO) o� Z -11 10/13/2005 16:16 858 - 550 -7166 WESTFIELD D&C SDR PAGE 10 . i 1 E Z • PDG ,s Subcontractor looking for rice escalation for increased surcharges for 9 P 9 �� Z W fuel. Increases are directly related to the Hurricanes impact on our countries fuel 2 supplies. U Tony asked that PDG forward hard data demonstrating these increases and � w actual dollar figures. W X • PDG intends to apply 1 coat/layer of paint for striping. Color to meet local p -lot NU- W O codes and /or prints. � f i • Blackberry bushes at west end of facility: Don to contact Mail opts manger to U. . U ? CO d request city to remove. W Z~ • Subcontractor requested to post construction signs on sight. Tony agreed to w o allow this as long as signs remained inside project fence line. LU LU 4 ! Revised Grading and �L o CO Since our meeting we have noted the following: W X v U- Permit: Public Works Permit has been approved with exception of the local Fire dept. L1; z. Permit Technician said permit could possibly be ready 1s` part of next week. _ o''. PDG's Subcontactor Kemp Rivers Edge, will have a hard dollar figure on Monday. We Z will pass this information on to you as soon as we receive it. Please make any additions or corrections to these notes after reviewing them. You may contact me at 503 -519 -2683 Cell Thanks for your time yesterday. Don Blumenthal PM 10/13/2005 16:16 858- 550 -7166 Sep 3U Ub U3:43a PUC7 Inc. WESTFIELD D &C SDR PAGE 11 P.1 68 PDG, Inc. Fax Transmittal To: To ti tt So.. Ad t o From: Don Blumenthal Field Superintendent 679 Strander Boulevard Tukwila, WA, 98188 -2922 206.575.7494 206.575.1193 cgreenfield @pdge.Com Date: 7.- 3 -O Fax Number. No. of Pages: (Including cover) s-ra- zG� C �� T V3 Reference: Comments: eu A PDGFnvironmental Company www.pdge.com ASBESTOS & LEAD ABATEMENT - DEMOLMON - MOLD'REMEDJ,A,TION Pittsburgh - New York - Los Angeles - Philadelphia - Charlotte - Fort Lauderdale Tampa - Houston - Phoenix - Seattle - Portland z Z �w 2 �U UO NO �� � w� U_ �w z z0 UJ U O Cl) O E- wW �� U- O w z U= o� z WESTFIELD D &C SDR PAGE 12 10/13/205 16:16 858- 550 -7166 Y�bo y3 p Sep•30 05 09:43a PDO Inc. *4 City of Tukwila S teven M, Mull'ot, Mayor Deparftem of CornmrsRi& Deg 6300 Southcewa Boulevard, Suitt #100 Tukwrt7,o, Washington 98188 Phone: 206431 -3670 Fax: 206 -431 -3665 Web sites ci.dlkwilaj .w I DEVELOPMENT PERMIT Sleve Lancaster, Director P arael No.: 5379200241 Permit Number. D05 -344 Address: 20S STRANDER SL TUKW bsue Date: 09/2912005 Sulte No: Permit E MAres On. a3 /28f 2006 Tenant: Name: WEA SOUTHCENTER LLC Address: 205 STRANDER 81 TUKWILA WA O nen Name: HILTON HOTEL CORPORATION Phone: Address: PROPERTY TAX OEPAit7MENT, 75S CROSSOVER LANE Contact Person: Name TONY SANTO Phone: 310 8648978 Address: 4545 LA JOLLA VILLAGE OR *EZS, SAN DIEGO CA Contractor: Name: P D G INC Plione: (412)856 -2200 Address: 1386 BEULAH ROAD.. BUILDING Sol Contractor License No: PDGIN**9941Z Expiration Date; 02/07/2006 DESCRIPTION OF WORK: COMPLETE DEMOLITION OF FORMER DOUBLE TREE MOTET. AT SOUTH CENTER MALL CUT AND CAP UTILTTlES. INSTALL REQUIRED IRRIGATION FOR LANDSCAPING AT EACH PARKING LOT ISLAND. I NSTALL S MACE WATER DETEIMON (36 pipe) AND WATER QUALITY (Stermceptor), 1 -11r DEDUCE WATER METER AND 1 -1 /2 FEBCO 850 SACKFLOW PREVENTION DEVICE ON IRRIGATION. PAVE AND INSTALL S PATHWAY, CURBS AND STRIPING. Value of Construction: $285,000.00 Fees Collected: $22,130.45 Type of Fire Protection: International BuAdMng Code Edition: 2003 Type of Construct on; Occuparxy per ISC: 0020 Public Works Activities: Channelization I Striping: N Curb Cut ( Access / Sidewalk / CSS: Y Fire Loop Hydrant. N Number: 0 Size (In&es): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 10555 C.Y. Fill 2.812 c.y. Landscape Irrigation: Y Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer. N Sewer Main Ext+ensfon: N Private: Public: Storm Drainage: Y Street Use. N Profit: M NorrProtit: N doe 19C -Pom 19 005.344 prhhed pg.Zg Z ,}- Z �W L)o N (D W J F-- !2U- wo � 9-j LL CO =W �_ ZO W5 U� ON o F- WW H� �O ..Z U= O Z * ;continued on next page** d=113c -mmal D064344 Rit�d: 09 •2005 Z i!- Z JU U (D o CO W J_- N LL W O L Q c �, = W F- Z. Z F— F- O Z 1-- W LU �p O � 3 F- W X U- .. Z W O Z 10113!2005 16:16 858 - 550 -7166 WESTFIELD D &C SDR PAGE 13 Sep' 30 05 09:43a PDO inc. ti 2065' 93 p•3 f ,►A. w C of Tukwila stem" M. Mallet, Moor DepartmeW of Communio Development Steve LahcWWr, .Drracto t 6300 - %WJ=cxter Boulevard, Suite #100 Tukw312, W28hingtan 99J S8 t Phane :206431 -3670 Taos Fax: 206.431 -3665 Wob site: ci ft4bg1 .wR. jR Water Main F-vtoi slon: N Private: Public: Water Meter. N * ;continued on next page** d=113c -mmal D064344 Rit�d: 09 •2005 Z i!- Z JU U (D o CO W J_- N LL W O L Q c �, = W F- Z. Z F— F- O Z 1-- W LU �p O � 3 F- W X U- .. Z W O Z 10/13/2805 16:16 Sep' 30 05 09,44a WESTFIELD D &C SDR 2065 !93 PAGE 14 PA City of Tukwila Steven M. Mulls{ Mayor Department of Community Dev elopm ent Steve Lancaster, Dirwior 6300 3oatheatterHoulevard, Suite N100 Tukwila, Washisigwn 98186 Poona: 206431 -3670 Fau: 206.431.3665 Web site: ct.tukwfla.wc us Permit Number DOS -344 Issue Date: 09/29/2005 Permit 5 ryes On: 0312812006 Permit Center Authorized Signature- Date: q—M — 0 I Hereby certify that I have read and examined this permit and know the same to be true and correct. AN provisions of law and ordinances governing this work will be complied with, whether specified herein or riot, The granting of this permit does not presume W give authority to violate or cancel the provisions of any other state or local Laws regulating constriction or the performance of rk, j1 to sign and obtain this development pem*. Signature: Date: - L- - PrN t Name: _ / e This pemtt shall becom 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 frorn the last inspection, dw l8c permit DOW" PrhVW: 09.29.2005 858 -550 -7166 PDG Inc. Z �Z �W QD JU Uo N w= J � CO LL WO U . to D = �W Z 1--0 Z Do O N, a t- uJ W H~ u. 0. tit Z co F= _ F- Z 10/13/2305 16:16 858 -550 -7166 WESTFIELD D &C SDR PAGE 15 ,S 30 05 09:448 PDG Inc. --� 'Lubo , - 19 ; 5 p.o ,S z C ity of Tukwila 6300 SoMcenter BL, Suits 100 / Tukwga, WA 98188 / (206) 431 -3570 RECEIPT Parcel No.: 5379200243 Permlt Number DOS-344 Address 105 STRANDER BL TUKW Status: APPROVED Suite No: Applied Date: 09/15/2005 Applicant: WEA SOUTHCENTER LLC ISsue Date: Receipt No.: R05.0I416 Payment Amount: 11,541.38 Intuals: BLH Payment Dabe: 09/29/200512:54 PM User ID: ADMI N Balance: $0.00 Payee: PDG INC TRANSACTION LIST: Type method Description Amount Payment Check 2225 11,541.38 ACCOUNT 1TEM LIST: Description Account Code current Pmts BUILDING - Mw"S 000/322.100 2,515.88 PW ZMD ALT PEMIT FM 000/342.400 391.00 PW PERMXVINSPECTION FM 000/342.400 8,630.00 STA71 BUILDING SORCEARGE 000/386.904 4.50 To 11,541.38 d0c: ReoWpt Pddte& 09.29.2005 Z �~ W 0 (n 0 . J 3: U) 1L w 0 �aM U_ a U 0. = F W Z H- }- O Z I—. �0 ON o H- WW T- C U O w Z U =, O Z 10/13/2405 16:16 858 - 550 -7166 WESTFIELD D &C SDR PAGE 16 Sep 30.05 09 :44a PDG Inc. "*; tut'' 11!43 p,tD I I City of Tukwila Department of Community Development f 6300 Southcenter BL, Suite 1001 Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS - z z Parcel No.: 5379200241 Permit Number; DOS-344. �w Address: 205 STRANDER BL TUKW Status: ISSUED 0 0 Suite No: Applied Date: 09115/2005 CO 0 Tenant: WEA SOU1THCENI I It LLC Issue Data: 09129/iOCS w :r U_ w O 1: ***BUILDING DEPARTMENT CONDITIONS*** �5 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the u_ Building Offciial. N a = w 3: All permits, Inspection records, and approved plans shall be at the job site and available to the Inspectors prior to z start of any construction. These documents shall be maintained and made available until final inspection approval is z o granted. w w 4: Remove all demolition rubble and.loase miscellaneous material from lot or parcel of ground, properly cap the sanitary 0 CO sewer connections, and properly till or otherwise protect all basements, cellars, septic tanks, wells, and other o excavatlons. Rnal inspection approval wig be determined by-the building Inspector based on sabsfactory completion of E- w this requirement v 5: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the. Department of �O z Public Health - Seattle and Idng County (206/296- 4932). N 6: All electrical work shall be inspected and approved under a separate p Rerm� Issued by the WashingtDn Department Z ~ of Labor and Industries 206 4 &6630 . ( 2 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits oresumino to oivie authority to violate or Cancel the orovisions of the code or other ordinances of the City of Tukwila }:.r...... .. ... 1 .. � y..... � A:. 1:. e...., r'...'.:... i�rtr. ..F,w..wci...�V.rw.u..r.+t..�: �.•. J. ... ....,• .... .. .. .. 1 Li - .Lw. . �l�i�.. 1. J .::..u1�:aa- ,:A:�urt'.: l.�l. t..i.l�y..:r :.ri: tn'..uu5..�.Y L :r.tlh .�Sv'..,s 'AA 1908 06 -04 -2007 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director JIM GARRISON PO BOX 9004 MERCER ISLAND, WA 98040 -9004 RE: Permit No. D05 -344 ' 205 STRANDER BL TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. i Based on the above, you are hereby advised to: i 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 s the project should be considered abandoned. r If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and Provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 07/24/2007, 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. i I Sincerely, i eferall, Pe it Technician xc: Permit File No. D05 -344 Z �z W a � JU UO (n o W = H N LL- W O �Q c0 :3 Z �-W Z f-- I— O W LU �p ON o r-- WW W Z llJ U= O~ Z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 d� y cA'•. 1908 10 -03 -2006 �O City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director JIM GARRISON PO BOX 9004 MERCER ISLAND, WA 98040 -9004 RE: Permit No. D05 -344 205 STRANDER BL TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a-final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions:of this. code shall expire by limitation and become -null and. void: if the: building or, work.. authorized by:such permit is not commenced within 7180 days from the date of such pennit, 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 or, more extensions of time. for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 11/12/2006, 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, i f M rshall, Permit ician xc: Permit File Nu. D05 -344 Z �W u�l � JU U C0 LLI U O J 7: N U. W O 9Q rn � = C% �w Z H i-- O W 5 VO O U � H W H �O W Z co H � O Z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 * Fax. 206 - 431 -3665 �IILA �J. �qs o= z City of Tukwila Q; :o u t' : i ip Department of Community Development 1908 October 26, 2006 Jim Garrison Bayley Construction PO Box 9004 Mercer Island, WA 98040 Steve Lancaster, Director RE: Request for Extension Development Permit No. D05 -344 WEA Southcenter LLC — 205 Strander B1 I _ Dear Jim: This letter is in response to your written request for an extension to Permit No. D05 -344. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The j City of Tukwila Building Division will be extending the expiration date of your permit for an additional 180 days (through May 11, 2007). If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, a e fer arshall Permit hnician File: Permit No. D06 -344 Steven M. Mullet, Mayor z z �w QQ JU UO, N 0 W= J S2 LL w U. fn D = d. F. w z F- O w 25 D (3, co W u O z co O z j P:Vennifer\Extension LetteisTermitsT05 -344 Pcmut Exlension.doc Page l of 1 jem E 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Page 1 of 1 A Brenda Holt - Permit #D05 -344 From: "Jim Garrison" <Jim.Garrison @bayley.net> To: <bholt @ci.tukwila.wa.us> Date: 10/19/2006 8:31 AM Subject: Permit #D05 -344 CC: <pburns @westfield.com >, "Michael Williams" <MichaelW @bayley.net >, "Steve Grasso" <SteveG @bayley.net>, "David Kautz" <DKAUTZ @us.westfield.com> Brenda, Pursuant to the attached City of Tukwila letter dated 10 -3 -06, please extend the above referenced permit #D05- 344. As discussed in the weekly City meetings, several construction elements will be continuing through this winter even though the main parking area will be available for public parking shortly. Thank you. Please contact me should you need further information in this regard. Jim Garrison Bayley Construction 206- 444 -6265 -. ,,I OY 0 eA / f� � i 6( ItlIZIOR file://CADocuments and Settings \Brenda \Local Settings \Temp \XPGrpWise \453737D2tuk... 10/25/2006 Z �z JU UO N 0. CO Lu J = F- ED w w O LLQ S2 d �w z X �-- O Z I- w w �O O� o E- wW H H LL O. Z CO 0 �7 Z„ April 19, 2006 Ms. Brenda Hold c/o City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 -2544 estlieW S H O P P I N G T O W N SOUTHCENTER 633 Southcenter Seattle, WA 98188 -2888 Telephone (206) 246 -0423 Facsimile (206) 244.8607 Subject: Transfer of Permit-005-344 Dear Brenda, By means of this letter and on behalf of Westfield Corporation, Inc., I am requesting that you transfer the above referenced permit into the name of our new contractor: Bayley Construction. Bayley Construction's home office address is: 8005 SE 28th St. PO Box 9004 Mercer Island, WA 98040 The main office telephone number is: 206 - 621 -8884 Your key contact personnel are: Michael Williams 2t� Jim Garrison it When completed please let Jim Garrison know via phone and he will come to pick -up the permit for posting on site. Thank you and please contact me at 206 - 246 -0423 should there be any questions in this regard. Sincerely, Pat Burns Westfield Corporation PEOEIVED CITY of Tint U APR 2 0 2006 PERMIT CENTER Z 1Z Q � Q 2 J U. U00 CO CO 0 i. J�_ CO LL W 0' �a M. LL Q N D = a w. X. z�_ w o_ w �o ON 0 F— w L 0. w z U ( P z BULLETIN A2 - rYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUIMpAgNFILE PlYmay adjust estimated fees PROJECT NAME DoAle -Tree Mcifel at 5outhco -4ter � nc mal �I 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. 1. 2. APPLICATION BASE FEE Enter total construction cost for each improvement category: $ 250(l) 0 �/ OL General RATE Erosion prevention Free Water $23.50 Sewer $37.00 Storm water $49.25 Road /Parking /Access $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. A. Total Improvements 475, 310.00 3. Calculate improvement -based fees: $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. B. 2.5% of first $100,000 of A. JG60. 00 C. 2.0% of amount over $100,000, but less than $200,000 of A. 5,000-00 D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) $ 8, bag. 6 S (4) 5. GRADING Plan Review and Permit Fees $ 73.75 (5) Enter total excavation volume 10,666 cubic yards Enter total fill volume a, Sia cubic yards Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes. 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. TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION ( 1+4+5) $ 4 953.40 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 z ~ w D UO (n o C0 W LU _ U. w LLQ co = a �. w z t- H O w �5 U� o �- wW F� L O w z U= O �- z 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) $ 9,703.40 (6) 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 1 B to estimate the pavement mitigation fee. Approx. Remaining Years Pavement Overlay and Repair Rate (p er 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 8. GRADING Permit Review Fee $ 311-00 (8) Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51-100 $37.00 101-1,000 $37.00 for 1 S 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. .r Approved 09.25.02 2 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 z '~ w JU 00 N (0 LLJ LU �w w LL¢ �D Cy �w z t- O z F— w w U O - 0 E- w O .. z w U= O i— z ,r a BULLETIN A2 ' TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION P may adjust estimated fees 9.. TOTAL OTHER PERMITS t A. Water Meter - Deduct ($25) B. Flood Control Zone ($50) C. Water Meter - Permanent* D. Water Meter- Water only* E. Water Meter -Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ O (9) 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 $ } Total A through G $ e (10) }} 1 ' DUE WHEN PERMIT IS ISSUED (6 +7 +8+9 +10) ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE i 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. l I i i s t+ Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 3 z = z �w u� D UO ND w= J F. U) U_ W O J U.? a = w' rr- _ z� z w UJ D o. O� o F_ W 13 U. O: w z U= O z HERMIT COORU 00p�, PLAN REVIEW /ROUTINE SLIP ACTIVITY NUMBER: D05 -344 DATE: 09 -15 -05 PROJECT NAME WEA SOUTHCENTER LLC SITE ADDRESS 205 STRANDER BL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: h B4jing Fire Prevention Planning Division Public Works Structural F Permit Coordinator ❑ JA 09- t - DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete Incomplete ❑ f i Comments: DUE DATE: 09-20-05 Not Applicable ❑ Permit tenter Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route d Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 10-18 -05 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ocument routing sip. oc I -2"2 z i~ F w JU UO UO J � �LL W° Wa =w t- Z� ZO 25 �o U O - OF W U.z tii U= O z I Look Up a Contractor, Electrician or Plumber License Detail 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. License Information License BAYLECG034JC Licensee Name BAYLEY CONST A GEN PARTNRSHP Licensee Type CONSTRUCTION CONTRACTOR UBI 601771879 Ind. Ins. Account Id PARTNER Business Type PARTNERSHIP Address I PO BOX 9004 Address 2 City MERCER ISLAND County KING State WA Zip 980409004 Phone 2066218884 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 4/3/1997 Expiration Date 12/31/2007 Suspend Date Separation Date Parent Company Previous License ROBEREB375NO Next License Associated License Business Owner Information Name Role Effective Date Expiration Date BAYLEY KEY MEMBERS INC PARTNER 01/01/1980 BAYLEY HOLDINGS INC PARTNER 01/01/1980 Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date SAFECO INS CO OF Until Page 1 of 3 Z i= Z �W QQ� JU UO N J H NLL WO �a Cj) = �W Z F- 1 O Z 1-- W .0 O ON Q 1•- WW H LL O Z W U= O Z https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= BAYLECG034JC 04/21/2006 Look Up a Contractor, Electri -an or Plumber License Detail i i i. 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 cant' general liability insurance. License Information License PDGIN* *994JZ Licensee Name P D G INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602109091 Ind. Ins. Account Id 965400 Business Type CORPORATION Address l 1386 BEULAH ROAD Address 2 BUILDING 801 City PITTSBURGH County OUT OF STATE State PA Zip 15235 Phone 4128562200 Status ACTIVE Specialty 1 ASBESTOS Specialty 2 DEMOLITION Effective Date 4/9/2001 Expiration Date 2/7/2006 Suspend Date Separation Date Parent Company Previous License PROJEDG002JE Next License Associated License Business Owner Information Name Role Effective Date Expiration Date REGAN, JOHN C 01101/1980 BERESFORD, DAVID 01/01/1980 MAIRE, DULCIA 01/01/1980 Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date GREAT AMER INS Until Pagel of 2 https: // fortress. wa. gov /liii/bbip /printer.aspx ?License= PDGIN * 994JZ 09/27/2005 MONISM mg 1111 � Nil" Z �Z W fY � U O CO NW WO LL.Q N� = F- W Z = H 1--0 Z F- W �0 U ON O F- WW F=- H LL O .. Z CO) O Z GOVERNING AGENCIES SHOPPINGTOWN - SOUTHCENTER TUKWILA DEMOLITION AND SITE IMPROVEMENTS VICINITY MAP CONSULTANTS CIVIL: PACLAND 1144 EASTLAKE AVE. E., SUITE 601 SEATTLE, WA. 98109 (206) 522 -9510 CONTACT: MICHAEL CROWSON P.E. BILL FORTUNATO P.E. SURVEYOR: APEX ENGINEERING 2601 SOUTH 35TH, SUITE 200 TACOMA, WA 98409-7479 (253) 473 -4494 CONTACT: MELVIN GARLAND UTILITIES WATER, SEWER, STORMWATER: CITY OF TUKWLA 6200 SOUTHCENTER BLVD. TUKWILA, WA 98188 CONTACT: RYAN LARSON GAS: PUGET SOUND ENERGY 1122 75TH ST. SW EVERETT, WA 98203 (425) 454 -2000 ELECTRIC: SEATTLE CITY LI GH T 700 5TH AVE, SUITE 3300 SEATTLE, WA 98104 --5031 (206) 684 --3000 CITY OF TUKWILA 6200 SOUTHCENTER BLVD. TUKWILA, WA 98188 ( 206) 433 -1800 OWNER WESTFIELD CORPORATION 11601 WILSHIRE BLVD. 12TH FLOOR LOS ANGELES, CA 90025 -1748 ATTN: GREG FITCHITT I SITE DATA EXISTING ZONING EXISTING USE PROPOSED USE = TUC = VACANT HOTEL = PARKING PARKING DATA EXISTING PARKING DATA: TOTAL EXISTING STALLS = PROPOSED PARKING DATA: PROPOSED STALLS = 323 STALLS 537 STALLS EXISTING STALLS TO REMAIN = 163 STALLS TOTAL = t~ cr 700 STALLS DRAWING INDEX SHEET NO. DRAWING TITLE CV--' COVER SHEET D -1.0 700 STALLS DRAWING INDEX SHEET NO. DRAWING TITLE CV--' COVER SHEET D -1.0 DEMOLITION PLAN D -1.1 EROSION CONTROL PLAN C--1.0 PAVING, GRADING AND DRAINAGE PLAN C -2.0 PAVING, GRADING AND DRAINAGE DETAILS L -1.0 LANDSCAPE PLAN L--2.0 IRRIGATION PLAN CS -1.0 SURVEY (APEX) RENISIaiMS PO ch anges dWl bu made to tM sco a C Rc :thaut prior approval O f T�::. Building civistvn. Noma: t5.;,'.S L ❖� requ;i8 a reyl &.l sujmtW and maY, Uic; de acdtiorul plan rL / r em. P hese plans have been rcvic;tc.1 by the Fm cow forks Dcgartm for conform. -incc City standards_ Accc; .ar:cc is '::poet t crr"rs and 140 MAW omissions which do n-N 2_ ho:i7c cinlaiit•;tc O ff / adogied standards ar o *d na::t��. Ti a ri��rsikilit� _ aPPt to ernotS a11J dr p for tht ad�riacc cf t;,c �: ;rr ;cs�s te);ali with Of &,eS no t � designer. Addit10ia5: :GrS 1.) them the �� � iw �. J MirgS ACT W-5 1: :.:C IOIild Aetd cw and Is P %ill req u i re T ,per' subsequent *,- J F.� 2 .. rM 1S SLv' L' ins ,;w C -on � =: the ftt4k Works udijjes * mw w V TdNft INVEM cam. i° _ o scn aF; OF T�Uf( U SE' 15 PERW CEWM s L: U_ S z J Y y • 0 O7a A% Q 1. REVIEWED FOR CODE COMPLIANCE d nnon 'ttcn / SEP 2 7 2005 i Of T 8UfL1NQ t 10N 1?0Sw z • r • ` 4 _..mmA0 D REVISIONS R i 1 PERMIT SUBMITTAL 10/17/03 SEPA SUBMITTAL 04 /25/03 NO. DESCRIPTION DATE 1144 EasUake Ave. E. T (206) 522 -%10 Sate 601 F (206) 512 -83% Sw9k WA 98109 WWW.PX1AW M wlmYAAlmIIWLl■lr0 i 4! 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INFORMATION TAKEN FROM DESIGN DRAMS E MUM N - RADIN DOMM4 DA1ED AUGUST 21, 196& UIl1TY WORMAIM St10W1 DOES NOT FETAMU. FM SlRYFY_ Acni ! i neATkvK uav v&w I f /1 � � 1 ( [R WE CENTER DEMOLMON PLA ON T)Osqp ?, • Ds1_c r • GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY /COUNTY 4. DIMENSIONS SHOWN REFER TO FACE OF CURB, FACE OF BUILDING OR TO REGULATIONS AND CODES AND O.S.H.A. STANDARDS. IE (OUT} THE CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING 5. ALL PAVED PARKING LOT AREAS WITHIN THE LIMITS OF IMPROVEMENTS CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING 1 SHALL BE STANDARD DUTY PAVEMENT UNLESS OTHERWISE NOTED. CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY APEX 6. ALL ON -SITE PAINTED STRIPING SHALL BE DOUBLE COATED. SEPARATE ENGINEERING AND DESIGN DRAWINGS BY BROWN -RADIN ENGINEERS, DATED 8- 21 -68. THE 21.0 COATS SHALL BE APPLIED NO SOONER THAN 4 HOURS APART. CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE 28.7 - (CONTRACTOR TO REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR VORIECS MODEL 4000 PAVING MARKING REQUIREMENTS) SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK © II WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, 7 PARKING LOT STRIPING SHALL BE YELLOW, 4' WIDTH, do DOUBLE COATED, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE 26.4 UNLESS OTHERWISE NOTED. LIGHT POLE BASES TO BE PAINTED TRAFFIC MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR PIPE I YELLOW (DOUBLE COAT) AND SUBMIT IT TO THE OWNER FOR REVIEW. 8. ALL ISLANDS WITH CURB AND GUTTER SHALL BE LANDSCAPED. ALL 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT 100 REMAINING ISLANDS ARE TO BE STRIPED AS SHOWN. THE LOCATION AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS 9. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE REMOVED. IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, Q ALL COST SHALL BE INCLUDED IN BASE BID. MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY 14 BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD 12 SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN LOCATION OF UTILITIES. IT SHALL. BE THE RESPONSIBILITY OF THE CONTRACTOR TO ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH 127 APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. THE PROPOSED IMPROVEMENTS ON THE PLANS. GRADING NOTES 1. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT, UNLESS OTHERWISE NOTED. 2. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT -OF -WAY. 3. ALL UNSURFACEO AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS WITH GRASS IN ACCORDANCE WITH LOCAL SPECIFICATION UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 4. ALL CUT AND FILL SLOPES SHAD. BE CONSTRUCTED PER THE UBC CODE AND APPLICABLE LOCAL REGULATION. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 5. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE FOR ALL PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF WATER. 6. ALL POLLUTANTS OTHER THAN SEDIMENT ON -SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 7. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 8. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFER TO PROJECT SURVEY. REPAIR EXISTING CURB CONNECT TO EXISTING 'AS NECESSARY STORM STRUCTURE EX: IE =19.47 4 bo '- 30.0 p� °O 42 9s' 0 •� ry� IF - 36' D ' IPES `L 0 24'- ACCE 8' CONNEC�NS Q _ DETENTM Q ' .. Ir W 6 ' 63' 63' 63' -' O .., c - '`-� - -- - _ ,� _..: _ _ -. 30.0' _ YY• /// � - - '�- - M ../ - ` cd Go REMO EXISTI N . -, . • .�` �-� NOSE ooWN + `��-- . _ . _ _ - � TCH easlN ... CURE � . 1 12 � ��, • � . -t'�: .: _ ,L t - � - - _ , - a Q o - � _ o - �-• � : - _ - r � �� � � � � •�■i mss.= � �� �� �� "a�� •'� � -�" : iw�i - - iiYi� ; `ice: - ;' - - •ice' 0 Z Q 0 i 0 J W_ STORM DRAINAGE NOTES 1. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EASING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 2. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND /OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 3. STORM DRAINAGE PIPE WITH LESS THAN 2' -0" COVER SHALL BE CLASS IV REINFORCED CONCRETE PIPE, OR APPROVED EQUAL TO SUSTAIN H -20 LOADING. 4. ALL ONSITE STORM DRAINAGE PIPE SHAD. BE SMOOTH WALLED INTERIOR, MANUFACTURER'S VERIFICATION OF MANNING'S ROUGHNESS COEFFICIENT N =0.012 OR LESS. 5. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. 6. ALL CATCH BASINS AND AREA DRAINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF GRATE FRAME IS AT TOE OF CURB OR FLOWLINE OF GUTTER (WHERE APPLICABLE). 7. CATCH BASIN INLET PROTECTION / EROSION CONTROL TO BE USED FOR ALL NEW INLETS. 8. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 9, ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH NTH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER 10. ALL TYPE 2 STORM SEWER MANHOLES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT, UNLESS OTHERWISE SHOWN IN THE CATCH BASIN DETAIL - �� ■�rr�- �•. �� ■ice �� ::: .: ... , �� �� MEN" �]6 NEW 6" PVC _ . 12 L STORM - DRAIN 2 SCUPPER' L1 = 1. SUBJECT AREA BOUNDARY r r sAwaU MATCH STRUCTURE SCHEDULE CB/ TYPE RIM IE (OUT} 1 I 28.2 2W O 1 28.0 24.0 0 1 AS 21.0 O FLOW C M TROL 28.7 - 21.0 SfP 15 2Pr5 VORIECS MODEL 4000 Zaot _ 20. - © II 27.8 20.3 7 I 26.4 24.9 PIPE SCHEDULE PIPE I DIAM R LI NGIH (FT.) SLOPE (FT. [] it 100 0.005 02 It 100 0.005 Q 12' 21 0.019 ❑5 127 14 0.021 © 12 22 0.036 [] 127 208 0.005 SITE DATA EXISTING ZONING = TUC 24' ACCESS MANHOLE PER EXISTING USE = HOTEL (VACATION) PROPOSED USE = RETAIL PARKING DATA • EasnNC rumIuc oars: TOTAL EXISTING STALLS = 323 STALLS PROPOSED PARKING DATA PROPOSED STALLS = 537 STALLS EXISTING STALLS TO REMAIN = 163 STA TOTAL = 700 STATES LANDSCAPE DATA REQUIRED INTERIOR LANDSCAPE = 15 SF PER STALL 700 STALLS = 10,500 SF OF INTERIOR LANDSCAPE INTERIOR LANDSCAPE DATA: PROPOSED LANDSCAPE ISL MDS = 8,241 SF EXISTING ISLANDS TO REMAIN = 2,578 SF . •_ �: .. �t JOINT (TYP:) � .. : - - TOTAL = 10.819 SF E LEGEND ` - STD. DUTY PAVEMENT C -2o EXTRUDED CURB 6 NUMBER OF PARKING �, "c STALLS PER ROW 4 SEP 2? Z ;OJ �'l NUMBER OF E)OSTING . -• _ L PARKING STALLS PER ROW - " �'1 - - ila PRECAST WIIkEI_ STOP SAWYCUT LINE EX. CONTOUR PROPOSED CONTOUR SPOT ELEVATION N ' NOSE DOVIN CURB TQ MATCH EJOSTING' . -= CURB RAMP- To = - - CITY TuKwILA - -- STANDARDS - EXISTNG SIGN TO BE REMOVED. Yl1L0W le STRING - 1" ac. NOSE -DOM CURB 30 O 24' ACCESS MANHOLE PER KING COUNTY REQUIREMENTS • TYPE I CATCH BASH TYPE I CATCH 6ASINI 2 C -z0 • CLEANOUT TO GRADE (C.0 T.G.) STORY ORAL PIPE TC TOP OF CURB TP TOP OF PAVEMEW SfP 15 2Pr5 GRAPHIC SCALE T ( in Fr ) t&wb - 30 R 4 1 Y No. Date By Revision Descrip W. �,e Date: ��,� , °. r �Ri►WK yon = _ 0 10/17/03 A z JM /JKG PERMIT p 3 Checlwd B1r_ Project No. ►� +` ��'p' , - � fa.� d� •onL 10/1 7 03 PACLMD PERMIT lo, 17,oJ 4 C-1 1p ►1 ' { TUKWLA,, WASHINGTON 0 • G� C-1.0 0 4 u 6 PAVING, GRADING AND DRAINAGE PLAN or 1144 Ave E. T (206) 924SIO She 60i F (206) 522 -OH S WA 96109 r r4 FRAME & CRATE p poi 13 BA EA.CO 13 EA.S 1 - 13 BA - - 6" RISER SECTION PICAL KNOCKOUT W/ MIN WALL TI rROMDE le' MINIM DEPTH cauracTEo 2-13 ea GRAVEL BAq(fILL FOR PILE BEDDING BELOW CATCH BASINS TYPE I CATCH BASI DETAIL X N 20'X24" OR i 24" DIA. f • 48" UNLESS OTHERWISE NOTED. Y PRECAST BASE W/ INTEGRAL RISER I I f es REINFORCING STEEL (FOR PRECAST BASE W/ INTEGRAL RI 0.15 SO. IN.)ET. IN EACH WAY FOR 48,OIA 0.19 SO. IN./ET. IN EACH WAY FOR 54 DIA ZE MORTAR FILLET "* I H COMPACTED GRAVEL BACKFlLL FOR PIPE - • - • : ' BEDDING. 6" MIN COMPACTED DEPTH. FOR = PRECAST BASES ONLY. . -O" . * FOR SEPARATE CAST IN PLACE ONLY SEPARATE CAST IN PLACE OR SEPARATE PRECAST BASE REINFORCING STEEL (FOR SEPARATE BASE ONLY) "0" RING `• 0.23 SO. IN./FT. IN EACH DIRECTION FOR 48"DIA 0.19 SQ. IN./FT. IN EACH DIRECTION FOR 54"DIA PRECAST BASE JOINT NOTE ALL CATCH BASINS TO BE MARKED AS SHOWN IN THE PIERCE COUNTY STANDARDS APPENDIX A. DETAIL 17.0 "FISH STENCIL" TYPE II CATCH BASIN NTS �A A _ j :�- 1: co 0 _i r , Lu N t0 d 2 ._ 0 . 2' -O 1/4" 27 -2' 2' -5 1/4' FRAME FRAME AND GRATE - (INSTALL W/ FLANGE DON OR CAST INTO RISER) PRECAST BASE SECTION NT AT THE BASE) D C ALTERNATE A �--#- (SEE NOTE 4) co l I A C� 2' -0' GRATE 1" MIN 5/16 1 3/4" MAX SECTION C —C DIMENSIONS NUGHTS It R d 13/4' 26" 15/8" 1 1 /2" 1 21' 1 2 3/4" APPROXIMATE NUGHTS FRAME 170 LBS. gUIE 128 LBS. TOTAL 298 LBS. F 1/16" 1/8'R. OR 1/8' CHMFR (TYP) 2 1/2' = 3 4 • j ' TOLERANCE= +0", -1/16' M t 3 4 °O / N• _ , + + NORM. TO BAR I � E N S: 8' 1 5 i I + ( +0'.- 1/16') - 1. MATERIAL SHALL BE DUCTILE IRON OR CAST STEEL IN ti I' + 1/8 + E !! I 2. WELDING NOT PERMITTED. !1 2 f 6 ' SOLID COVER, RIM EL = 28.7' S OR -CATCH BASIN �\ SHEAR GATE GASKET (TYP.) 12 N IE IN =22.0 SLEEVE COUPLING) NON - SHRINK GROUT PAVEMENT NOTES 1. MATERIAL THICKNESS IS COMPACTED DEPTH. APPLIES TO ALL SECTIONS. 2. SUITABLE ONSITE SOILS SHALL BE FREE OF DELETERIOUS MATERIALS AND MAY BE USED FOR SUBASE PROVIDED SOILS MEET REQUIREMENTS IN THE PROJECTS SPECIFICATIONS. 3. FOR PREPARATION OF PAVEMENT SUBGRADE, FILL PLACED WITHIN 12 INCHES OF FINISHED SUBGRADE ELEVATION IN FILL AREAS AND AT LEAST THE UPPER 8 INCHES OF SUBGRADE IN ALL AREAS TO BE PAVED SHOULD BE COMPACTED TO AT LEAST 98% OF THE MATERIALS MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM D -698). FILL PLACED BELOW THIS LEVEL. SHOULD BE COMPACTED TO AT LEAST 95% OF THE MATERIALS MAXIMUM DRY DENSITY. 4. AFTER PROOFROLLING WITH A LOADED TANDEM AXLE DUMP TRUCK AND REPAIRING DEEP SUBGRADE DEFICIENCIES, THE ENTIRE SUBGRADE SHOULD BE SCARIFIED TO A DEPTH OF 8 INCHES AND UNIFORMLY COMPACTED TO AT LEAST 98% OF STANDARD PROCTOR. 5. CRUSHED BASE COURSE MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 6. ASPHALTIC SURFACE COURSE MIXTURES SHALL BE IN ACCORDANCE THE WSDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THE MIXTURE SHALL. HAVE A MINIMUM MARSHALL STABILITY OF 1,000 POUNDS. AND THE SURFACE COURSE SHOULD BE COMPAC TO A MINIMUM OF 97% MARSHALL DENSITY (ASTM SPECIFICATION 0 1559). 7. CONTRACTOR SHALL PROVIDE A PRIME COAT AND TACK COAT TO FACE OF CURB WHERE CURB CONTACTS ASPHALT. 8. PAVEMENT SECTION PROVIDED WITHOUT BENEFIT OF GEOTECHNICAL STUDY OR RECOMMENDATION. 1 QwV avw FOR CODE COMPLLAN CI ASPHALT CONCRETE SURFACING � I $EP 2 7 2055 � 0 0 0 p. 0 o 0, - *..* 0 ° o ° ° 0 � Of Tulrn'iIa d- o �o ° o 0 ° o CRUSHED BASE COURSE BUT !±l�; 3111it T{TN _ EXTRUDED CONCRETE CURB SECTION g - I 7/87 (TYp) -- T 1 1 2 ` 1 5/8- NORM. TO BAR 3. DIMENSIONS SHALL HAVE t 1/16' TOLERANCE SECTION B —B EXCEPT AS NOTED. SECTION A —A a CATCH BASIN FRAME & CRATE DETAIL PITS 4 -3 W_ PIT -RUN SAND AND GRAVEL SUBBASE oouPAChu surer NAIVE MATERIAL OR siRucnRa. FIu.. UlISIIITABI.E NATIVE AIAIERIAL SHALL BE OYQfEXCAVAIED AND REPLAM. 9U9fItA0E SHALL BE PREPMED W ACfAItDAlICE wM n+E PROJECT srEaMna+s TO ACIAEVE A care vALIX OF AT IfAST 30X D DUTY PAVEMENT C 6 „,,, im s.P 152& PEftWCEWaj Y •i 6i No. Date e Revision Description 1 10 17 03 PAgJND PERMIT f r • V � C -2.0 ALTERNATE B I (SEE NOTE 4) B Designed By: issue Date: D B NK 10/1 oralm or. PERMIT s r MIECG RISER OR ADJUSTMENT SECTION HANDHOLDS 0 NTS STANDAR c m d re-1 W. R*d M. �13Yt��,,*�►� �13Ti� 1144 Easuatae &T- 1~ T (206) S22 -%10 � - ana os�t - Soft 601 F (216) 522-14 N f• �m' _0� w TUMML& WASHNGTON SHEAR GATE PULL LINE /CHAIN 400 LB. MIN. CAPACITY. CONNECT TO SHEAR GATE AND TO TOP RUNG /STEP. TOP OF RISER J �CAq.STEEL 3� It WT ' 'IE'TJUT ADAPTER COUPLING �N 12" RISER —` 2 -GALY. IEEL STRAPS TOP --� N AND BO OI4t) WELDED STEEL 11 PLATE W/ gy p• 4.5"4 ORIFICE FLOW CONTROL STRUCTURE PAVING, GRADING AND DRAINAGE DETAILS • 12" RISER SECTION r LANDSCAPE CALCULATIONS SIZE /COMMENTS f CAL, SPECIMEN QUALITY, BAH BRANCHED 0 5', MATCHED SET 5 GAL. CONT., 24" MIN. HEIGHT, FULL & BUSHY REQUIRED: - 15 S.F. PER PARKING STALL - 537 PARKING STALLS ADDED - 8,055 SF NEW REQUIRED PROVIDED: - 8,241 SF ADDED LANDSCAPE NOTES TREE LOCATIONS SHOWN ARE PRELIMINARY AND SUBJECT TO REVISION. 2 GAL CONT., FULL & BUSHY, SPECIMEN QUALITY, PLANT ® 36` O.C., 33% OF PLANTS ARE TO BE MUGO PINE PLANTED IN MIDDLE OF PLANTER 1 GAL CONT., PLANT ® 42' O.C. �.a.. �xWA4(0 R PAW" noll tln flow P vi� b tai aim= Now" smom" l Q Q.. IL F- W U O 4 T k4� �j e R 141 �b i - 1' PLANTING NOTES PLANT SCHEDULE 1. ALL PLANTS DUST BE HEALTHY, VIGOROUS MATERIAL, IEEE OF PESTS AND DISEASE. 12. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL . 2. ALL PLANTS DUST BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH 1/9 PLANT LIST. MATERIAL OF THE SAYE SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT UST F SYMBOL BOTANICAL /COMMON NAME PACI.AND PERMIT 3. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIRCATONS. SPEC IFIED. 13. STANDARDS SET FORTH IN AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE TREES 4 ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT AND AFTER INSTALLATION. MATERIAL, i 5. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. It ALL SHRUB, GROUND COVER AND SEASONAL COLOR ANNUAL PLANTING BEDS ARE TO BE LIQUIDAMBAR STYRACIFLUA 'PALO ALTO'/ 6. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. COMPLETELY COVERED WITH BARK MULCH TO A MINIMUM DEPTH OF TWO INCHES. 'PALO ALTO' SWEETGUM 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL 15. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE SHRUBS WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE TO UTILITIES, RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENT STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE TO THE WORK AREA. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITY BERBERIS JULIANAE CONSTRUCTION. LINES DURING THE CONSTRUCTION PERIOD. WINTERGREEN BARBERRY 8. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS 16. SAFE, CLEARLY MARKED PEDESTRIAN AND VEHICULAR ACCESS TO ALL ADJACENT PROPERTIES BEFORE PRICING THE WORK. MUST BE MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS. GROUNDCOBER 9. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING BUT NOT 17. DURING THE GROWING SEASON ALL ANNUALS SHALL REMAIN IN A HEALTHY, VITAL CONDITION LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, MOWING, ETC.) OF THE PLANTING AND THROUGHOUT THE CONSTRUCTION PERIOD. COTONEASTER DAMMERI 'CORAL BEAUTY/ LAWN AREAS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE OWNER. 18. ALL PLANT MATERIALS QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE CORAL BEAUTY COTONEASTER PINUS MUGO MUIGHUS/MUGO PINE 10. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN GRAPHICALLY. ONE (1) YEAR BEGINNING ON THE DATE OF TOTAL ACCEPTANCE. THE CONTRACTOR SHALL 19. ALL LAWN AREAS ARE TO RECEIVE 4" OF TOPSOIL. ALL LANDSCAPE BED AREAS ARE TO PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD. RECEIVE C OF TOPSOIL JUNIPERUS PROCUMBENS NANA/ 11. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR 20. REFER TO SPECIFICATIONS FOR ALL INFORMATION NEEDED FOR IMPLEMENTATION OF PLANTING DWARF JAPANESE GARDEN JUNIPER TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. PLANS. 21. ALL LANDSCAPED AREAS ARE TO BE WATERED VIA AUTOMATIC IRRIGATION SYSTEM. LANDSCAPE CALCULATIONS SIZE /COMMENTS f CAL, SPECIMEN QUALITY, BAH BRANCHED 0 5', MATCHED SET 5 GAL. CONT., 24" MIN. HEIGHT, FULL & BUSHY REQUIRED: - 15 S.F. PER PARKING STALL - 537 PARKING STALLS ADDED - 8,055 SF NEW REQUIRED PROVIDED: - 8,241 SF ADDED LANDSCAPE NOTES TREE LOCATIONS SHOWN ARE PRELIMINARY AND SUBJECT TO REVISION. 2 GAL CONT., FULL & BUSHY, SPECIMEN QUALITY, PLANT ® 36` O.C., 33% OF PLANTS ARE TO BE MUGO PINE PLANTED IN MIDDLE OF PLANTER 1 GAL CONT., PLANT ® 42' O.C. �.a.. �xWA4(0 R PAW" noll tln flow P vi� b tai aim= Now" smom" l Q Q.. IL F- W U O 4 T k4� �j e R 141 �b i - 1' _, SUofCT AREA _ BOUNDARY i cy A. (7 i� 07 11 � � I - STRANDER BOULEVARD CI 2 d 0 N REVIEWED FOR CODE COMPLIANCE I �[ar1G•�tIC� SEP 2 7 2005 City Of TuWila 8UILDlmr- nnnSTnm GRAPHIC SCALE wb - / 3 J Y Z 3 No. Date By Jr . 1/9 PAUM F 10/ 17103 PACI.AND PERMIT i _, SUofCT AREA _ BOUNDARY i cy A. (7 i� 07 11 � � I - STRANDER BOULEVARD CI 2 d 0 N REVIEWED FOR CODE COMPLIANCE I �[ar1G•�tIC� SEP 2 7 2005 City Of TuWila 8UILDlmr- nnnSTnm GRAPHIC SCALE wb - / 3 J Y Z 3 No. Date By Revision Description 1/9 PAUM CITY COMMENTS 10/ 17103 PACI.AND PERMIT Des%pwd W, hwo Date: RCL 10/17/03 = Drawn &r. D RM mm a ch�� P�0�6Ct �� 1144 EaSdd* *A-- E TT 2003116 001 -00 soak 601 sewier vat 98109 I 0 S a F (206) l� TUKWLA, WA%ilWxTON a P IF i 0 LANDSCAPE PLAN L -1.0 pr Ca if de NCI 307 (wmrj 1 focti = ,0 R SEP 15 2ms r IRRIGATION NOTES 1. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR OBTAINING A COPY OF THE PROJECT 12. IRRIGATION SYSTEM PIPE SHALL BE CLASS 200 PVC PIPE, SIZE IS AS NOTED. SIZE ALL OTHER SPECIFICATIONS PRIOR TO BIDDING. THE PROJECT SPECIFICATIONS ARE A PART OF THESE PLANS PIPES AS FOLLOWS: AND SHALL BE CONSULTED BY THE IRRIGATION CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE 0 -8 G.P.M. 3/4" CLASS 200 P.V.C. FOR IMPLEMENTING WORK AS SPECIFIED IN THE PROJECT SPECIFICATIONS AND ON THE PLANS. 9 -16 G.P.M. 1" 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, EQUIPMENT QUANTITIES, AND UTILITY 17_26 G.P.M. 1 -1/4' LOCATIONS PRIOR TO BEGINNING OR CONTINUING WORK. 27 -35 G.P.M. 1 -1/2" 3. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN PLANS OR <!> SPECIFICATIONS PRIOR TO BEGINNING OR CONTINUING WORK. >35 G.P.M. 2' 4. THE IRRIGATION CONTRACTOR SHAD. MAKE NO SUBSTITUTIONS, DELETIONS, OR ADDITIONS TO NOTE: VELOCITIES IN PIPE ARE NOT TO EXCEED 5 F.P.S. THIS PLAN WITHOUT APPROVAL OF THE LANDSCAPE ARCHITECT. 11 IRRIGATION LATERAL LINES, MAIN LINES, AND EQUIPMENT MAY BE SHOWN OUTSIDE PROPERTY 5. ALL CONSTRUCTION SHALL CONFORM TO CITY, COUNTY, STATE, AND FEDERAL REQUIREMENTS. IT LINES ON THIS PLAN. ALL IRRIGATION LINES AND EQUIPMENT ARE TO BE WITHIN AND INSTALLED SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THAT ALL IRRIGATION WITHIN THE LIMITS OF THE PROPERTY LINE. EQUIPMENT MEETS GOVERNMENT REGULATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR 14 ALL IRRIGATION SLEEVING TO BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. OBTAINING ANY NECESSARY PERMITS OR APPROVALS. ELECTRICAL WIRES FOR IRRIGATION VALVES AND IRRIGATION LINES ARE TO BE PLACED IN SEPARATE 6. THIS PLAN IS SCHEMATIC AND DUE TO THE NATURE OF CONSTRUCTION, SLIGHT FIELD SLEEVES. SEE SLEEVING DETAIL. MODIFICATIONS MAY BE NECESSARY TO IMPLEMENT PLAN. 15. SUPPLY LINE AND METER TO BE PROVIDED BY GENERAL CONTRACTOR. BACKFI_OW PREVENTOR 7. THIS IRRIGATION SYSTEM IS DESIGNED TO THE FOLLOWING STATS: TO BE PROVIDED BY IRRIGATION CONTRACTOR. IRRIGATION CONTRACTOR'S POINT OF CONNECTION TO 30 P.S.I AND 21 G.P.M. THE STATIC WATER PRESSURE IS REPORTED TO BE 60 P.S.I. (NOT BEGIN AFTER THE IRRIGATION WATER METER. CONFIRMED). 16. IRRIGATION CONTRACTOR TO VERIFY ACTUAL AVAILABLE WATER PRESSURE BEFORE BEGINNING 8. IRRIGATION SYSTEMS SHALL HAVE A BACKFLOW PREVENTER INSTALLED. INSTALLATION. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IF AVAILABLE WATER PRESSURE 9. ALL IRRIGATION HEADS ARE TO BE ADJUSTED FOR COMPLETE COVERAGE WITH MINIMUM OVER EXCEEDS 5 P.S.I. HIGHER OR LOWER THAN AVAILABLE WATER PRESSURE SHOWN ON PLAN. SPRAY BEYOND LANDSCAPE AREAS. 17. LOCATE IRRIGATION HEADS A MINIMUM OF 12' FROM ALL CURBS NEXT TO PARKING MD 10. ALL HEADS WITHIN LAWN AREAS SHALL BE 4' POP -UP TYPE AND ALL HEADS WITHIN SHRUB DRIVEWAYS. 18. IRRIGATION CONTRACTOR SHALL REVIEW WINTERIZATION PROCEDURES FOR IRRIGATION SYSTEM BEDS SHALL BE 12' POP -UP TYPE UNLESS OTHERWISE INDICATED. WITH OWNERS REPRESENTATIVE. 11. EXISTING TREES TO REMAIN ARE TO BE PROTECTED FROM DAMAGE. DO NOT TRENCH OR 19. ALL IRRIGATION HEADS AT THE LOWER ELEVATIONS OF EACH CONTROL VALVE CIRCUIT SHAM EXCAVATE WITHIN THE ORIPUNE OF ANY TREE. HAVE POP -UP BODIES WITH BUILT -IN CHECK VALVES TO PREVENT LOW HEAD DRAINAGE. 7.. Z a 0 N 0 IRRIGATION HEADS SYMBOL DESCRIPTION Revision Description SIZE VF HUNTER PGM NOZZLE 1.5 Al 200 PSI SDR 23.00 FT p HUNTER PGM NOZZLE 3.0 ADY 1/2" 28.00 FT <!> RAINBIRD 1800 SERIES 8 SERIES 12" ABOVE GRADE TRAJECTORY 5 DEG 90' 10.00 FT Q RAINBIRD 1800 SERIES 8 SERIES 12" ABOVE GRADE TRAJECTORY 5 DEG 180' 10.00 FT Q RAINBIRD 1800 SERIES 12 SERIES TRAJECTORY 30 DEG 90' 12.00 FT 200 PSI SDR RAINBIRD 1800 SERIES 12 SERIES TRAJECTORY 30 DEG 180' 12.00 FT Q RAINBIRD 1800 SERIES 15 SERIES TRAJECTORY 30 DEG 90' 15.00 FT d RAINBIRD 1800 SERIES 15 SERIES TRAJECTORY 30 DEG 180' 15.00 FT PIPE (LATERALS) SYMBOL DESCRIPTION Revision Description SIZE 200 PSI SDR 21 PVC PIPE 1/2" 200 PSI SDR 21 PVC PIPE PERMIT 200 PSI SDR 21 PVC PIPE 1' 200 PSI SDR 21 PVC PIPE 314" 200 PSI SDR 21 PVC PIPE 1 -1 /2" SHUT -OFF VALVE STRAINER QUICK COUPLER MAINLINE SLEEVING- - R00 -PEB ANIBIRD 100 -PEB, 150 -PEB, 8 2 RAINBIRD EASY RAIN (4) POINT OF CONNECTION FEBCO 850 (11-1/2') AQUA (1- r112") FEBCO (1 -112 ") RAINBIRD 3RC 33K KEY /SH -0 ELL PVC -CLASS 200 PVC -CLASS 200 MANUAL DRAIN I CHAMPION '-wsw � - •a�:■1 - �r .. �� :��.. _iaii - �i - 'wwiwi - °i�� a�� �� . . *�i - - �i 'viii `iw�. .� s:� . �� � i� w■� � wi�� �* �i iiw� ' iiwii i:� . �i - .�-.. �� - � - - E -- - �w� - -ate -• - ar�ii�.. .... _.. .. I i j I t I i S �T ;RNA i 1 •` - - o ` w w w w w r 1 I a SU CT IAREA .......... BO1INDAftY 3 / 4' I I I s _ _.. � __ • - :r _... _... _ . -_ _ _ ........ ...... _.. __ 1 ► ` � .... _- . _.__ ._ I_._ .� -,.- ._.._ _._..._- ___-- ......_ _. _.__.- _.--_- � I . A l l - .,. W Lu. 4' _ POINT of CONNECTION t 3 / I I ' APPROXIMATE LOCATION OF P.O.C. TO 11-111r STUB -OUT FROM _- 3/ ' I ! IRRIGATION METER oN CIML DRAWINGS. VERIFY AND ADJUST I I ! p 2 I I LOCATION PRIOR TO INSTALLATION IF REQUIRED PROVIDE P.o-C. COMPONENTS AS SHOWN IN POINT OF CONNECTION DETAIL 3 _ , O = 3/4' / ¢ I I NOTIFY OWNER IMMEDIATELY OF ANY DISCREPANCIES. VERIFY MIN. 3 I I i (f) 50 PSI DESIGN FLOW AT P.O.C. PRIOR TO WORK. :3/4 I I I i p3 Il pq I [vt 24.1 - - . II I - 3/ 1' �_ /4 " 1_1/ 3/4' / 3/4 1 _ • - r . i w . w w w ` w w w . w w w .. . �� . � w / { w \` �/� `\ • _ . _.. _ ... . 11 �w_.....__ n .. I • _ _ - - - .. - - : STRANDER BOULEVARD- f ss 60� PLASTIC CONTROL VALVE WITH PRESSURE REGULATING FEATURES, INSTALL PER DETAIL � 44) SINGLE STATION COIIIROLLERS: LOCATION S�IIOW�l��PLAN IN CONTRACTOR TO CONNECT EXEMPT 1 -1/2" IRRIGATION WATER METER; PROVIDE ANUD INSTALL 2" SUPPLY LINE AND THREADED STUB OUT FOR IRRIGATION CONTRACTORS USE. BACKFLOW PREVENTOR DEVICE; INSTALL PER DETAIL. 200 PSI THREADED ENDS. INSTALL PER DETAIL BRASS STRAINER W`100 MESH SCREEN. INSTALL PER DETAIL ( PROVIDE (1) KEY KEY AND () ELL. 1 -1/2" SIZE OR SIZE AS NOTED. PROVIDE UNDER ALL HARD SURFACES. SLEEVES TWICE THE DIAMETER OF PIPE �� STRAIGHT RUNS ONLY. l� INSTALL AT THE LOW POINT N EACH RUN OF PIPE. INSTALL PER DETAIL R FRIED FOR ! CODE M. MPLIANCE ��11DnvCl3 I S EP 2 1 2005 ty Of Tukwila 6UILIDTNG nTVTST J,AIE OF WASHMM REG6 CT ' Parsons Certi6cote Na 307 W VED CrrY OF IUKNALA SEI< 15 206 GRAPHIC SCALE T CENTM ss a �o (INi T) 1 Ioob - 90 R J t Y _z No. Date By Revision Description 19/17/0 PACT" PERMIT v I Designed By: Issue Date: RCL Drawn Bir. 10/17/03 D z- RCL POUT p Chec W. Pf*d NO. TSP 2003116.001.00 1144 Eastift Ave. E. T (206) 522.9510 Suite 601 F (206) S22 - 83% S�ea+t WA 98109 PAINDAM e • ti j' L;_zY / r TUKWLA, WASHINGTON 0 IRRIGATION PLAN • IF vi n va � L -2.0 i i Aj IRRI GATION S CHEDULE ITEM/SYMBOL I MANUFACTURER/CAT_# I DESCRIPTION /REMARKS CONTROL VALVE CONTROLLER P.O.C. P. BACKFLOW PREVENTOR r SHOUTHCENTER MAL.L uma D 4N THAT PORTION OF THE NORTHEAST 1/4 OF T NORTHEAST 1/4 OF St:CAON 26. TOWHW 23 NORTH. RANGE 4 EAST. W.Y., AND OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 26. DESCRIFIM AS FOLLOWS. BEGHFNING AT IW NWTHNEST CORNER OF THE NORTHEAST 1/4 OF SAID SECTION 26. THENCE SOUTH 01'19'36' NEST 954 FEET TO THE I= POW OF D110MWQ THENCE SOUTH 89'40'24' FIST 120 FEET TO A PONT OF CURVATURE. THENCE SOUTHEASIERLY ALONG THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVWG A RADIUS OF 20 FEET. ><NXWI A CENTRAL ANGLE OF W. A DISTANCE Of 31.42 FEET; THENCE SOUTH ODIV36' WEST 294.45 FEET TO A POINT OF CURVATURE; THENCE SOUTHKSTERLY ALONG THE ARC OF A CURVE TO THE RIGHT. SAID CURVE HAWING A RAMS OF 30 FEET. THROUGH A CENTRAL ANGLE OF 587YIi . A INSTANCE OF 30.56 FEET In THE NORTH MARGIN OF SOUTH 1641H STREET. (STRANDIER BOULEVARD) AS DEEND TO THE CITY OF TIA(NLLA BY QUIT CAN HEED FROM SOUTH CENTER ON FEBRUARY - -. 1963; THENCE NORTH 89'30$6' WEST ALONG SAID MARGIK 116.48 FEET TO THE WEST LINE OF SAID NORTHWEST 1/4 Of THE NORTHEAST 1/4; THENCE CONNAW ALONG SAID NORTH MARGIN NORTH 897622' WEST 56031 FEET TO A PONT OF CURVATURE; THENCE NORNIWESIERLY ALONG THE ARC OF A CURVE TO THE RIGHT. SAID CURVE HAVING A RADIUS OF 50 FEET. THROUGH A CENTRAL ANGLE Of SOWN A DISTANCE Of 77.70 FEET TO THE EASTERLY MARGIN OF 571H AVENUE SOUTH: AS OEM TO THE CITY OF TUICI A BY INSTRUMENT RECORDED UNDER RECORDING NOL 5735981; THENCE NORTH 0073'45' WEST ALONG SAID MAROK 287.93 FEET- DI1]VCE SOUTH 89 EAST 63247 FEET TO THE T= POW OF 611GQN = (BEING HOHOWH AS A PORTION OF NEW PARCEL. A OF CITY OF TUI(EILA BOUNDARY LINE AOJUSIMENT NO. 87 -8-BL A. RECORDED UNDER MW COUNTY RECORDING NO 87122911 ft SITUATE IN THE CITY OF TUKKA. COUNTY OF L 404 STATE OF WASIHNCION. 14 1 I I 32.4 I � I I I SidW CATCH BASH 67.36 :. L11Y1 m O SNUMY SEWR MMWE ® WAU MANLOLE t4 I EB I •' I I I I i I I I BOUARD I 1 CFJIN OUT I FK HVDRANT AL Sim 31.1 I I I ( X4 3 .t O w W A I JNV 1 I I I I I I I -- I 31.63 I _ 59.87 I -� a I �t1�R111 X30.90 I r I O I - -- S9W HtAH 1LQrxlNE 901% �• I - 3 ! - I ! I ! I - # ! 3220 ! t ! 3•_6,I� I I ! r � r R =5000 p -r- I L =77.71 Tan =49.17 45.83 A 90719 '37' � 0 AF.IV. 81MO70484 "-nV 12 cv) _ 25.13 FOUND MON. IN CASE 10192 rw►v If(f) _ 2&23 - _ - NV Ir(S = 2SL25 ORIFM NoR- DIE LEGAL DESCRIPTION M EASOM WON HEREON OM ON TRMISNATON TITHE INSURANCE COMPANY COMMITMENT FOR TITLE NSURMICE NUMBER 800•- 101136405 DATED MAY 10. 2002 THE UTILITIES SHO11N HEREON ARE BASED ON VISIBLE SURFACE AND ORAWLNGS OBTAINED FROM THE CITY of IU(MIU1. LNFORMATION REQUESTED FROM PUGET SOUND EMOW RELATED TO CAS AND POWER LINE NSTA"N NS ON THE SUBJECT PROPERTY WERE NOT PROVIDED AS Of THE LATE OF DNS SURVEY. NOT ALL UNOEROWIND UTILIZES ARE SIIOMN. PRIOR TO CONSMWTION OR EXCAVATI K CONTACT 1- 800 -- 424 -5555 FOR VERIFICAMIN OF UNDERGROUND UI1 W LOCATIONS. a i nAINDLUM DL YD S 8 E - - 675.21' 1 * :A-zj Pi B FOIRO M0NUIIW AS N01F1D ® CALCUAIEO P061 W U SidW CATCH BASH �- L11Y1 m O SNUMY SEWR MMWE ® WAU MANLOLE t4 WATER VALVE EB WAIER MEIER J" POST an= V ALVE 0 BOUARD O CFJIN OUT J CL FK HVDRANT AL Sim ® GAS METER M GAS YAW ® ARHCIION BOX �- L11Y1 m �p m,usF'°tH�R © POWER VAULT VA" SPOT ELEVAIION 5 r 1 s 1� `� HEIR SOUTH 89762 EAST BETWEEN THE MONUMENTS ALONG CU7NMINE OF STAMM BOULEVARD AS SUM ON A.LT.A. A.C:S►iL SURVEY OF TIRE SOUTHCDNTER MALL PERFORMED BY ENG9EERlING LAST REVISED IN APRIL. OF 2002. VERUCAL DATUM CITY OF TRUKWILA BASED ON ELEVATION OF 24.92 FEET FOR FOUND BQHCMIARK DECRIBED AS A CHISELED SQUARE ON THE TOP OF CURB AT TE NORTHEAST CORNER OF THE INTERSECTION OF STRMDLER BLVD AND GIST STREET S. AS SHOW ON A.LT.A. /kCAM. SURVEY of THE SOUTIHCOM SIX PREPARED BY BUSI1. ROEO & HTCMNGS FOR DARDEN RESTRAUNTS, REVISION 1. DATED 12/10/01. M MD EO SUR Y PERFORMED MITI A 3' TOTAL. STATION. USING IRAMUM AND RADIAL SURVEY IETIODS. SURVEY MEETS OR EXCEEDS ACCURACY REQUIREMENTS CONTANEO N W LQ 332130.0900. NW CORNER OF THE NE QUARTER OF SECTION 26. TOWNSHIP 23K RANGE 4E, WAL W1/ 12'(1:] = 2384 /IN 1 AN 1.41 = 2 XV i tNj = ?3.47 m 1 = 21.56 8 I ^yam, XV 3 2L47 � W 56 FOUND MO 1336.50' - N. IN CA SE 10192 CB M = 2349 AFC 1 (Mi - M12 14V 1 2*(f) = aw AV fr( .09 HM I W (`S) - 19 - 21177 R =X00 L =3p 56 FOUND MON. Tan =16.76 /N CASE 10192 &58'72'11' Ll- 9 4 f 0 GRAPHIC SCALE 30 0 15 30 LID i R =2000 L =31.42 Tan =20.00 A--90W nononl1c SF.P 2 7 70 0 5 oil IN . IrHa DIV ISION STM umaxu RIM = 2642 NV 18' = 1839 NY 24 (E = 1a08 WV12'S =2017 CO R11 = 24.89 NV 12 = 21." NV 12 = 21.92 0) N 1 of FLE N 2 Dos - 3j+j+ 0 • u 4 DOUBLt:i INN SITE SURVEY A POR770N OF THE NW avaFTER AND 7W TIE OUARTER OF SEC77ON 26, TOW SW 23 WRTK WK E 4 EAST, WAI CITY OF 7 MLA, KAVO COMM, WA&MTON TAX PARCEL NUNUM PARCEL 537920 -0241 STM ADDRESS 205 SIRANDLER BLw TUKYMLII, WASWWTON SrM AREA SITE AREA =280 I" SQ.fT. (5.97 ACRES) i WI cil f- R 2 91198 9 " ° one cq�o C 1 1 all o: N 'c" VIP o� 1C c c LiJ o r Q N 1 LL- 3 N E .t O V d " SIP 15 2r.t3 PEFUT MINTER P File: D05 -0344 35mm Drawing #1 -2 ppr GENERAL NOTES I. ALL WORK AND MATERIALS SHALL COMPLY WITH All MY /MIIN _..._.._._ — REGULATIONS AND CO 2. THE DESIGN SHOWN IS CONDITIONS. THIS PLA CONDITIONS SHOWN 01 ENGINEERING AND DES CONTRACTOR IS RESPI PROPOSED SITEWORK I SHALL NOTIFY THE OH WHICH WOULD BE AFI INCLUDING TOPOGRAPF MADE, AT HIS OWN EA AND SUBMIT IT TO THI 3. CAUTION - NOTICE TO THE LOCATION AND /OR IS BASED ON RECORD. MEASUREMENTS TAKD BEING EXACT OR COMI COMPANY AT LEAST 9 LOCATION OF UTILITIES. RELOCATE ALL EXISTIN( THE PROPOSED IMPRO a GRADING NOTES STir)PKA nQ A 1K1 A nc a1n -rl=0 (Q 4'r.A'7 i i i r O V, i .e r� ii �•i v b b 1M ( IN FEET ) 1 Inoh - 90 ft. 106MmAil Rv• ;; j-- ri -.—. 1 _JVVA. i 0 3 i N WFF /PJM Drawn By: JKH /JKG Checked By: WFF 10/17/03 PERMIT Project No. `` yti of eayi,��.d, �y� or re9 C' � IONIC '` � ' Ilp1�7 lrea a =i /m /off weaeff SHOPPINGTOWN - SOUTHCENTER TUKWILA, WASHINGTON I Inch IIIIII 1I16 III �I IIIIIIIIIII � II 21 111111111111111 3 IIIIIII�' 4l�iijil�l�i����� I�III�III�I�I�I 5I g DEVELOPED BASIN MAP I FIG -1 �6 b6 E6 Z6 LL. Ob 8 c 9 y v £.,., Z L w � 1111 ill 1111111 11 ; NA [ 4, :k 1144 Eastlake Ave. E. T (206) 522.9510 Suite 601 F (206) 522.8344 Seattle, WA 98109 WWW.PACIAN0.00H weaeff SHOPPINGTOWN - SOUTHCENTER TUKWILA, WASHINGTON I Inch IIIIII 1I16 III �I IIIIIIIIIII � II 21 111111111111111 3 IIIIIII�' 4l�iijil�l�i����� I�III�III�I�I�I 5I g DEVELOPED BASIN MAP I FIG -1 �6 b6 E6 Z6 LL. 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