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Permit D07-165 - SOUTHCENTER SQUARE - IMPROVEMENT
SOUTHCENTER SQUARE 17100 SOUTHCENTER PY D07 -165 Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Phone: Contact Person: Name: Address: Phone: Contractor: Name: WIG PROPERTIES LLC -SS Address: 4811 134TH PL SE , BELLEVUE WA 98006 Phone: (425)641 -2044 Contractor License No: WIGPRPL945N3 Value of Construction: Type of Fire Protection: Type of Construction: VB doc: IBC - 10/06 LESHYA WIG 4811 134 PL SE , BELLEVUE WA 425 - 957 -4774 Cit3f Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 2623049081 17100 SOUTHCENTER PY TUKW SOUTHCENTER SQUARE 17100 SOUTHCENTER PY , TUKWILA WA WIG PROPERTIES LLC -SS 4811 134 PL SE , BELLEVUE WA 98006 DESCRIPTION OF WORK: CONSTRUCTION OF SCREEN WALL/TRASH ENCLOSURES (1 @ NORTH BLDG; 2 @ SOUTH BLDG; 1 @ EAST BLDG); LANDSCAPE PAVILION (1 @ NORTH BLDG - 900 SQ FT; 1 @ SOUTH BLDG - 900 SQ FT); TRELLIS STRUCTURE (1 @ NORTH BLDG - 252 SQ FT; 1 @ SOUTH BLDG - 252 SQ FT); AND PEDESTRIAN WALK -THRU STRUCTURE (1 @ NORTH BLDG - 100 SQ FT; 1 @ SOUTH BLDG - 100 SQ FT). LANDSCAPING, IRRIGATION, EXTERIOR LIGHTING, BIKE RACKS, PARKING LOT STRIPING, PEDESTRIAN WALKWAYS, BENCHES, ETC. $92,422.64 DEVELOPMENT PERMIT 98006 * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Expiration Date: 08/23/2008 Fees Collected: International Building Code Edition: Occupancy per IBC: D07 -165 07/23/2007 01/19/2008 $1,937.01 2003 26 D07 -165 Printed: 07 -23 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N doc: IBC-10 /06 City 61e' Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Center Authorized Signature " I / 1 it ►11�. I : Date: Permit Number: D07 -165 Issue Date: 07/23/2007 Permit Expires On: 01/19/2008 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Y Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: N Public: N Water Meter: N mit/2,k I hereby certify that I have read an permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be compli - • h, - er 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: 1/C5' Date: -R/2A/04 Print Name: /4t/ W t This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D07 -165 Printed: 07 -23 -2007 Parcel No.: 2623049081 Address: Suite No: Tenant: 1: Pendant lights on pedestrian gazebos are not approved. doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 17100 SOUTHCENTER PY TUKW SOUTHCENTER SQUARE PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -165 ISSUED 05/03/2007 07/23/2007 2: 4 foot wide east edge of east street must be planted with groundcover. Increase plant quantity of rubus calycinoides and plant 2 feet on center and achieve a 90% coverage in three years. 3: Insert one additional acer rubrum and tree pit on north side of north street. 4: Add "recessed" downlights in pedestrian pavilions above plant boxes. 5: Tree pits must have 90% ground coverage within 3 years. 6: Pedestrian crossings at the north east corner of north building and the southeast corner of south building should be angled to follow the logical path of travel from adjacent street to building entrances. 7: ** *BUILDING DEPARTMENT CONDITIONS * ** 8: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 9: 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. 10: The special inspections and verifications for concrete construction shall be required. 11: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 12: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 13: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 14: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 15: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 16: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building 007 -165 Printed: 07 -23 -2007 Department (206 - 431- 3670). City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 18: 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. doc: Cond -10/06 * *continued on next page ** D07 -165 Printed: 07 -23 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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: Print Name: doc: Cond -10/06 Date: / 2 3 /O D07 - 165 Printed: 07 -23 -2007 I SITE LOCATION Site Address: 17200 Southcenter Parkway Tenant Name: N/A Property Owners Name: Wilt Properties, LLC Mailing Address: 4811 134th - Place SE I CONTACT PERSON i Name: Leshya Wig Mailing Address: 4811 134t& =Plat& SE E -Mail Address: Le shvawig@wiRprope r t ies . com I GENERAL CONTRACTOR INFORMATION — (Contractor Infornsatlon for Mechanical (pg 4) for Plumbing and Cas Piping (pg 5 ) ) Company Name; Unknown Mailing Address: CITY OF TUKWII Community DeveloptiF4.4 Department Public Works Department Penult Center 8300 SoutheenterBlvd., Suite 100 Tukwila, WA 98188 http: /M'ww. cI. tkwila. wa. us Contractor Registration Number, 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** Contact Person: Day Telephone: E-Mail Address: Fax Number: Expiration Date: I ARCATTECT OF RECORD -All plans must be wet stamped by Architect ofRecord i Company Name: Fre iheft & No Architects, Inc. Y.S. MasiingAddruss: 10230 NE Points Drive, #300 Contact Person: Arthur Chang E-Mail Address: . AChang @fhoarch. com Fax Number: 425 -828 -6899 I ENGINEER OF RECORD -All plans must be wet stamped by Engineer of Record Company Name: Bush. Roed & Ritchin r Inc. Mailing Address: 2009 Minor Avenue Eas t Contact Person: Jay Decker, PE E-Mail Address: _TA ynnh a c � au.u.2oo6.t..ra r,. Building Perr rNo. pol- 45' Mechanical Permit No. Plwnbing/Gas Permit No. Public Works Permit No. Project No. D Y D 9 (Fore ) • King Co Assessor's Tax No.: 7 62104 -9080. -9081. -9117 Suite Number: Floor: New Tenant: Yes Bellevue WA sac 98006 vp • Day Telephone: 474—Q47-4774 Bellevue WA 98006 Cry star Z p Fax Number: 425 -865 -8648 Seattle Cty Day Telephone: Fax Number. State ❑..No Zip Kirkland WA 98033 City Stale ZIP Day Telephone: 425-827-a100 WA 98102 ,tat, Zip 206 -323 -4144 206 - 323 -7135 Paso l of 6 LIC WORKS PERMIT ORM nifrAV IA3 179_ ;`�" h :tit. '' ? •:• t � 1 .:4 'n, rT _1111~_ 1 - • 1111. :1111 '�" -�.. �=- �.�.��y �:utx �. • Scope of Work (please provide detailed information): Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ...Tukwila ❑ 1111. Water District #125 ❑ .. Hi hline 0 —Water Availability Provided g ewer Di strict ...Tukwila Q.. ValVue Q -Sewer Use Certificate . ❑.«Sewer Availability Provided W ubmitted with 6pjication (mark boxes which apnly): . -Civil Plans (Maximum Paper Size — 22" x 34 ") EL-Technical Information Report (Storm. Drainage) 0 « Geotechnica! Report ❑.»Woad ❑ « Insurance Q « Easemea t(s ) Q « Maintenance Agreement(s) ronosed Activities (mark boxes that anniv): —Right-of-way Use • Nonprofit for less than 72 hours D —Right-of-way Use . No Disturbance ...Construction/F.:wave:ion/FIll . Right -of -way Non Right -of -way Total Cut _ cubic yards otal Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities Q. ..Frontage Improvements Q. »Traffic Control [] ...Backflow Prevention - Fire Protection Irrigation Domestic Water • ...Permanent Water Meter Size.„_ 11 ...Temporary Water Meter Size « le Q ...Water Only Meter Size ........ O...Sewer Main Extension.....»». «.Public 0 ...Water Main Extension...,...» «.Public • • 1111 1 1: 1 A/vOt 11 6oa0raau•AppPaseon11 Out 4414006 . Mich Applwdoabc tem.& 4-1tX4 N ❑ .. Abandon Septic Tank El.. Curb Cut ❑ -Pavement Cut 0 .. Looped Fire Line 1111 Call before you Dig: 1 400- 424.5555 Private Private' Q .. Renton ❑ - Renton Q .. Seattle Q -Approved Septic Plans Provided ❑ « Right -of -way Use . Profit for less than 72 hours ❑ » Right -of -way Use — Potential Disturbance ❑ » Work in Flood Zone « Storm Drainage Q -Grease Interceptor Q » Channetization Q .. Trench Excavation ❑ «Utility Undergrouading 0 —Deduct Water Meter Size » «». -4 0—Traffic Impact Analysis [] -.Hold Harmless —(SAO) 0-Hold Harmless — (ROW) FINANCE INFORMATION Fire Line Size at Property Line Q «.Water 0.«Sewer Monthly Service Billine to Name: Mailing Address: Water Meter Refvnd/Bill'ing; Name: Mailing Address: Number of Public Fire Hydrant(s) Q —Sewage Treatment a -1 Day Telephone: City State • Zip Day Telephone: City State Ziip Page 3 of • ■••••••••• » •••••••••••• • • • • • • • •h• *#. • Vale •. +.• .',(�.} y.�"{• �fi . D - fti 441 c4010, C Y1bN ot00 nCdOQ si�Opat bo adored by oen. nix figure 7160 reti rovision by Pane tcgbarto comply coned 6e a tes. owed ead.a Idle* Eptrattoa of ftua Rotinnr•AppBoatims for Web no porn* (a tatted within ISO rya Sdtowrbagl5odate of application abailexpiroby Imo Tito Builesig 001134 may Oat One ortneto exnaima chime foradcrrtional poriods not requested in *' B and dde eanse demo sad• -$ocdao 103321a aa65onat Bu a S 9 days mob. The � ! be g p � =t 8 �e (ataaot e�itia�• T dMcW may $nt one eacoarioc of Cme fix an S jsstiSablo cause danoastratod• Sectioa 103.43 � I P�� 11 oEk o o�aamdao shall 60 sorput 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED g PENALTY OP t'ERRIR.YRY LAWS OF THE STATE OF WAN T IUTON , N APPLICATION AND KNOW Ms SAM$ TO 8,E TRUE UN»ER GTON.AND rAMAVTHOttt7Fa TOAPPLYFt?RTHIS >T. • • Z8 /Z0 39dd INsmonanaa DV163S • • • • • Pogo 6 oi6 8090998SZP 9Z :0 t 900Z/EZ/80 Parcel No.: Address: Suite No: Applicant: Receipt No.: R07 -01911 Initials: WER User ID: 1655 Payee: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 2623049081 17100 SOUTHCENTER PY TUKW SOUTHCENTER SQUARE WIG PROPERTIES TRANSACTION LIST: Type Method Description Payment Check 2275 ACCOUNT ITEM LIST: Description Account Code PLAN CHECK - NONRES 000/345.830 RECEIPT Permit Number: Status: Applied Date: Issue Date: Payment Amount: $58.00 Payment Date: 09/07/2007 08:45 AM Balance: $0.00 Amount 58.00 Current Pmts 58.00 Total: $58.00 D07 -165 ISSUED 05/03/2007 07/23/2007 2519 09/07 9710 TOTA_. 58 00 doc: Receiot -06 Printed: 09 -07 -2007 Receipt No.: R07 - 01457 Initials: JEM User ID: 1165 Payee: WIG PROPERTIES, LLC -SS TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 2623049081 Permit Number: D07 -165 Address: 17100 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 05/03/2007 Applicant: SOUTHCENTER SQUARE Issue Date: Payment Check 2111 1,937.01 Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Total: $1,937.01 Payment Amount: 31,937.01 Payment Date: 07/23/2007 11:32 AM Balance: 30.00 Amount 1,171.22 761.29 4.50 0577 07/23 9710 TOTAL 1937.01 doc: Receiot -06 Printed: 07 -23 -2007 COMMENTS: — Type of Inspection: / / / (06 — 41 /0✓J Date Called:- - _7 ..... ) 0 — '/1JI 41/i Date Wanted: ?t - Ue gip,', :i /An,,e,-•/e .- A1/iut//‘ Requester: Sc• - If- 4 /LP -/-ii` r'° •r7 Phone No: 077 Pu 5c it/) / CD 7 —/, -4.- PP/ 17n ,y 69.7,-,/,/,- -Alf.- / Project: (A ' } Pioe 72 Type of Inspection: / / Address: • / 7/ 0 6 Sa &Woe Ac. Date Called:- - Special Instructions: Date Wanted: ?t - Ue 6 p.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit Z 6 7 - /Gs 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. $6' • EINSPECTION FEE EQUIREE( to inspection, fee must be t 6300 Southcenter B d., Suite 100. Call to schedule reinspection. 'Date: Project: --) w,y C- Type of'spection: /_, A. r, ` ,b)�P r i,t• Address: 5a ,u/rn. pr ►,, / 7/G L C' Date Called: „ ,. , Special Instructions: Date Wanted: 7-- 7' C, , ��/ Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ei Approved per applicable codes. corrections required prior to approval. COMMENTS: / /-7 el-/" t" J;a>w1 J Z spect ,444t .00 REINSPECTION FE id at 6300 Southcenter I ipt No.: INSPECTION RECORD Retain a copy with permit S�r )1,h -`ec PERMIT NO. Date: 77 -08 REClUlp D. Prior to inspection, fee must be vd., Sdite 100. Call to schedule reinspection. 'Date: COMMENTS: ' yC /) , ` S 4lt.C.� *7x__ - /7,.W/ e -. // g i6 i-/- 4t",'/ C_,--c 2 , rS / -1 /!-i /4- c c 7_ 4 / G 2--) 6 . ,i. .. /7/, l ciriL --/- i ti S J �� . /�.e.9 .i0.0 /itz, 7 /G L ief lAilir / 7,- 7-7 S / ��i i.,.1 - i-r .r 64 C21 A'4 " s /'4- , - �GC'rzr 77.<7 / /-/d Py /n7O Gc/ /t-s. l�{x /- :<' 1 :0 /fie S 4.0 �7 /9 �,' � Phone No: / r / /9/ .. /fr7,.� - -7.4,c,.:-„,,,,/ h_ e- v Project' )1?„ -- ei,f% ?/J Typ f Inspection: M . ice./ cIl�i% Address: / /7 ,� (I-. ate Called: Special Instructions: D,P6 Wanted: �. -� �� 8`x'3 -O gyp- Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 0 Approved per applicable codes. Corrections required prior to approval. Date: 0 $58.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: July 18, 2008 City of Tukwila Building Department JUL 2 8 2001 6200 Southcenter Boulevard co MuNLTY Tukwila, Washington 98188 LOPMENT Project: Southcenter Square Permit Number(s): D07 - 165 Address: 17200 Southcenter Parkway, Tukwila Job Number: 06 -683 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: 1. Reinforcing steel 2. Reinforced concrete 3. Anchor bolt installation 4. Welding RFC IIVED Sincerely, OTTO ROSENAU & ASSOCIATES, INC. Susan Rosenau -Moser Vice President Fax & email c: Wig Properties Attn: Mike Weflen OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4-US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing RECEIVED Report Number: 61665 Description: Structural Steel Erection, Anchor Bolt Installation ;AUG 2 7 2007 CONSTRUCTION INSPECTION REPORT o C C OMMUN NT Project: Southcenter Square Permit Number: D07 -165 Address: 17200 Southcenter Parkway, Tukwila Job Number: 06 -683 Client: Wig Properties LLC — SS Client Address: 4811 134 Place SE, Bellevue Inspector and Date Remarks Rick Hardy Performed visual inspection of structural steel welding on the following: Landscape pavilions and 8/1/2007 pedestrian walkthrough structures Connections: • Rafter to beam/ eave detail HSS (high strength steel) 8" x 6" x W to WT 3 x 7.5 • Column splices HSS 4" x 4" to W x 4'/." plate to HSS 4" x 4" HSS 6" x 6" to HSS 8" x 6" • End caps on all tube steel as per 22/A2.8 • Rafters HSS 4" x 4" to HSS 6" x 3" • All thread column base footings — bolts are brought into snug -tight condition or welded at top of nut and bolt as per engineering change dated 7/18/2007 by Chuck Morris, engineer of record, CT Engineering. All welds and workmanship conform to AWS D1.1 and City of Tukwila approved contract documents. WABO certified welder: Jim R. Davis, W08135, expiration date: 7/1/2008 Copies to: Owner X Contractor X Architect X Building Dept. Technical Responsibility: X Engineer David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -63 -01 (Rev 05/03) OTTO ROSENAU 81 ASSOCIATES, INC. Geotechnfcal Engineering, Construction Inspection & Materials Testing MASONRY REPORT Job Number: 06-683 Report Number: 64752 Permit Number: D07 -165 Project: Southcenter Square Client: Wig Properties LLC - SS Address: 17200 Southcenter Parkway, Tukwila Address: 4811 134 Place SE, Bellevue Date: 8/1/2007 Inspector: John Reeder Description / Location Type of Inspection: Periodic ® Continuous ❑ On site to inspect resteel and grout for retaining walls at North Building, northwest comer east about 110' and south to control joint, plus two stairwells on the north side. Resteel in walls was two #4 bars at 2' and two #4 bars at top of wall bond beams, with #5 verticals at 16" and #5 slab dowels at 16 ". 8" CMU - no details on site for walls. Resteel Verified: Yes Date: 8/1/2007 Positioners in Place: No Resteel Grade: 60 Manufacturer: B Grout Information (ASTM C1019) (excluding paragraph 12.1.5) Mix No./Type: 0370030 Grout Supplier. Miles Grout Preparer: Miles Grout Temp: 75 °F Grout Slump: 8" Method of Consolidation: Vibration Grout Ingredients: 658# cement, 870# pea gravel, 2160# sand, 316# H2O Mortar Information (ASTM C270 / ASTM C780) Mix No./Type: N/A Mortar Supplier: Mortar Preparer: Mortar Temp: Mortar Ingredients: Prism Information (ASTM C 1401 ASTM C 1314) (excluding paragraph 5.11) Date Constructed: N/A Constructed By (mason): Date Grouted: Block/Unit Supplier: Block/Unit Type: Number of Sample Specified Ambient Truck Ticket Sample Description Samples Size Strength (psi) Temp No. No. Masonry Prisms - Grouted: Masonry Prisms - Ungrouted: Masonry Units /Blocks Grout: Mortar: Weather & Mean Daily Temp: Clear, 84 °F Protection Methods: Date Samples Picked Up: N/A - No samples made at this time Comments No detail on site for reinforcing steel or grout. Superintendent will fax details to Otto Rosenau & Associates when he gets them. Note from Office: While on site on 8/2/0207, inspector looked at engineer's detail of 6/27/2007 and found that this conforms. REINFORCING / PLACEMENT: Conforms X Does Not Conform GROUT AND MORTAR COMPRESSION TEST RESULTS Specimen Test Age Size Area Max Load Strength Tested in general No./Type Date fDaysl u (Sq.ln.2 Weight jlba fp.1 accordance with ASTM C 39 ASTM C 109 ASTM C 1019 Avg. Compressive Strength of Grout Specimens (psi): Copies to: Owner X Client/Contractor X Architect X Building Dept. Technical Responsibility: X Engineer vnd L "al, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosena & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -72 -03 (Rev 12/04) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: Project: Address: Date: Type of Inspection: Periodic ® Continuous ❑ On site to inspect resteel and grout for retaining walls at south side building, west side building. Resteel in walls was two #4 bars at 2', and two #4 bars at top of wall bond beams, with #5 verticals at 16" and #5 slab dowels at 16 ". 8" CMU - no details on site for walls. Per engineer's detail dated 6/27/2007. Resteel Verified: Resteel Grade: Mix No./Type: Grout Temp: Grout Ingredients: Mix No./Type: Mortar Temp: Date Constructed: Date Grouted: Southcenter Square 17200 Southcenter Parkway, Tukwila 8/2/2007 N/A N/A Sample Description Masonry Prisms - Grouted: Masonry Prisms - Ungrouted: Masonry Units /Blocks Grout: Mortar: Weather & Mean Daily Temp: Clear, 85 °F Protection Methods: Date Samples Picked Up: N/A - No samples were made at this time. Comments Other Test Methods / Standards Used: Specimen Test No./Type Date Copies to: Owner X Contractor X Architect X Building Dept. X Engineer MASONRY REPORT 06 -683 Report Number: 64754 Permit Number: Yes Date: 8/1/2007 Positioners in Place: No 60 Manufacturer: B Grout Information (ASTM C1019) (excluding paragraph 12.1.5) 0370030 Grout Supplier: Miles Grout Preparer: 76 °F Grout Slump: 8" Method of Consolidation: 658# cement, 870# pea gravel, 2160# sand, 316# H2O Mortar Information (ASTM C270 I ASTM C780) Mortar Supplier: Mortar Preparer: Mortar Ingredients: Prism Information (ASTM C 140 / ASTM C 1314) (excluding paragraph 5.11) Constructed By (mason): Block/Unit Supplier: Number of Sample Samples Size Avg. Compressive Strength of Grout Specimens (psi): Client: Wig Properties LLC - SS Address: 4811 134 Place SE, Bellevue Inspector: John Reeder Description / Location REINFORCING / PLACEMENT: Conforms X Does Not Conform GROUT AND MORTAR COMPRESSION TEST RESULTS Age Size Area Max Load Tested in general (Days) firkl (Sq.In.) Weight (lb.) accordance with Technical Responsibility: Block/Unit Type: Specified Ambient Strength (psi) Temp Strength si This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. except in full, without written permission from our firm is strictly prohibited. Miles Vibration Truck No. avid Lya , echnical Director Reproduction of this report, Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Fonn No.: ADMIN -72 -03 (Rev 12/04) D07 -165 ASTM C 39 ASTM C 109 ASTM C 1019 Ticket No. OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector: Dwayne Helgeson Description /Location: Footing for 8" CMU wall at west end of building along Southcenter Parkway, and Minkler Blvd, south end of building. Resteel Verified: Yes 7/19/2007 by Dwayne Helgeson Grade: 60 Mfg: Nucor Placement Data Supplier: Miles Mix Number: 1840AF Slump Spec: 4" +/- 1" W/C Ratio Spec: Air Spec: N/A Total Yards: 30 Placed Via: Chute Consolidated: Yes Required Strength (psi): 3000 Sampling and Testing Data Time Cubic ASTM C 172, C 31 Made Yards Cast Samples: 1-4 5:40 am 10.00 2 8/16/07 3 8/16/07 4* 8/16/07 Copies to: ❑ Client © Contractor Architect © Building Dept Engineer © Batch Plant CONCRETE REPORT Report Number: RC67359 Permit Number: See Comments Design mi Actual ❑ Batch Weights /Cubic Yard Cement (Ibs/type): 460# Type: 1/II Fine Agg. (Ibs): 1378# Coarse Agg. (lbs/size): 1879# 7/8" Slag (Ibs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (Ibs): 57# Water (Ibs or gal): 163.5# Admixtures (specify): 2.8 oz. AEA " = Discarded Tested in general accordance to: ASTMC39 ASTMC617 ❑ ASTMC1231 Technical Responsibility: Client: Wig Properties LLC - SS Address: 4811 134th Place SE, Bellevue Date: 7/19/2007 Water Slump Air % Conc.Temp Ambient Truck Ticket Added C 143 C 231 C 1064 Temp No. No. 0 gal. 4" N/A 67 °F 57 °F 41 189219 Air % Range: Weather: Overcast Slump Range Date Samples Picked Up: 7/20/2007 Initial Curing Method: Exduding ASTM C31-12.1.5 Initial Curing Temp: Excluding ASTM C31-10.1.2 Comments REINFORCING I PLACEMENT: Conforms MI Does Not Conform ❑ 28 4 x 8 12.6 8.87 83,130 6600 28 4 x 8 12.6 8.92 77,010 6110 28 4x8 12.6 0 0 0 COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Weight Max Load Strength Fracture Type Number Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 1 7/26/07 7 4 x 8 12.58 8.83 54,180 4310 David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4-US — Fax (206) 723 -2221 Form No.: ADMIN - 62 - 03 (Rev 01/06) Page 1 of 1 5 Technical Responsibility: Page 1 of 2 Form No.: ADMIN 60 - 02(Rev 07/04) 6747 ML King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 - Fax (206) 723 -2221 Otto Rosenau & Associates, Inc. er ' ansen, Project Manager This report applies only to the items tested and is the exclusive property of the client and Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Owner X Client/ Contractor X Architect X Building Department X Engineer I 5 Technical Responsibility: Page 1 of 2 Form No.: ADMIN 60 - 02(Rev 07/04) 6747 ML King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 - Fax (206) 723 -2221 Otto Rosenau & Associates, Inc. er ' ansen, Project Manager This report applies only to the items tested and is the exclusive property of the client and Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Job #: I 06 -683 I Report #:I 65868 - page 1 I Permit/#:1 D07 -165 Project: Southcenter Square Client: Wig Properties LLC - SS Address: 17200 Southcenter Parkway, Tukwila Address: 4811 134th Place SE, Bellevue Date: 7/27/2007 Inspector. Mark Gray .. Asph I.D. Asphalt Supplier Asphalt Class Rice Density Asphalt Temp Test Met hod Course Wearing: X 'Base: !Leveling: Equip. CPN g ode Screen Mode 3343 Western Asphalt B 156.0 315 °F WSDOTT -209 Wet 11854 N/A 3344 Western Asphalt B 157.4 310 °F WSDOTT -209 X1 1.04 Subgrade ConditionlSubgrade Temp °F H2O 10164 Firm/ 63 °F -101 xi 1.02 Weather Conditions /Ambient Temp 91 Sunny/ 58 °F - 81 °F P rcent,Compaction Required ;: Test Location Asphalt ID Elevation Lift sight Core Density 1st Reading 2nd Reading Average Density Rice Density Percent Of Rice 1 Center parking area/ NW corner 3343 2 3" N/A 155.8 137.6 146.7 156.0 94 2 Center parking area/ 50' South of #1 3343 25 3" N/A 142.4 142.4 142.4 156.0 91 JMvLOCOP Center parking area/ 100' South of #1 3343 25' w Q C (.) C N/A 145.0 139.9 142.5 156.0 91 Center parking area/ NE corner 3343 25' N/A 143.1 143.3 143.2 156.0 92 Center parking area/ 50' South of #4 3343 25' N/A 144.8 143.9 144.4 156.0 93 Center parking area/ 100' South of #4 3343 25' N/A 144.4 143.9 144.2 156.0 92 Central west end approach North center 3343 25' N/A 143.3 145.5 144.4 156.0 93 . 8 Central west end approach South center 3343 25' 3" N/A 141.5 146.0 143.8 156.0 92 9 NW corner road access, Sta. 0 +50 3344 25' 3" N/A 141.5 148.0 144.8 157.4 92 10 NW corner road access, Sta. 1 +50 3344 25' 3" N/A 144.9 144.6 144.8 157.4 92 11 NW corner road access, Sta. 2 +00 3344 25' 3" N/A 146.3 145.2 145.8 157.4 93 12 NW corner road access, Sta. 3 +00 3344 25' 3" N/A 142.6 147.9 145.3 157.4 92 13 South pedestrian byway, NE corner 3344 25' 3" N/A 145.4 144.7 145.1 157.4 92 14 South pedestrian byway, North center 3344 25' 3" N/A 142.0 147.0 144.5 157.4 92 15 South pedestrian byway, South center 3344 25' 3" N/A 143.2 146.1 144.7 157.4 92 Comments:: Elevation readings are approximate. 5 Technical Responsibility: Page 1 of 2 Form No.: ADMIN 60 - 02(Rev 07/04) 6747 ML King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 - Fax (206) 723 -2221 Otto Rosenau & Associates, Inc. er ' ansen, Project Manager This report applies only to the items tested and is the exclusive property of the client and Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. OTTO ROSENAU & ASSOCIATES, INC Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 65868 Date: 7/27/2007 ORA REPORT #65686, 07/27/07 N Copies to: Owner X Architect X Engineer DT9 DTIO DT" DTI2 NW CORNER ROAD ACCESS 308137' NOTE: NOT TO SCALE all locations are approximate Q Represents a total of about 832 tons placed in referenced are DT7 — DT8 CENTRAL WEST E... APPROACH 51131 DT SITE MAP SOUTHCENTER SQUARE ASPHALT TEST LOCATIONS DTI DT4 DT2 DT5 DT6 as. 4 PEDESTRIAN BIWAY 344150' Central Parking Area 1701141 DTI5 X Contractor X Building Dept. Technical Responsibility: TI 3 Page 2 oft KOHLS Petsmart Walter C. H nsen, Project Manager & Associates, ssoaat This report applies only to the items tested or reported and is the exclusive property of Otto Rosena es, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 2 of 2 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN- 100 -01 (Rev 01/05) C r ENGINEERING Structural Engineers PLLC Design Criteria: Snow Load 25 PSF Wind 85 MPH Exp B Seismic: Sips= .888, R =2.5 Developer: Wig Properties, LLC-SS Structural Calculations Site Structures at Southcenter Square t' c; Doi -i REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 0 20 1 City Tukwila al lJl ntNG D MS ION Vva - 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285-4512(V) (206) 285 -0618(F) C T E N G I N E E R I N G Project: Client: kt (( Rio), T i t= :1 2c t tz a1 g I 7 , 51'2vcZ0Qa, PED E V4sLti-1 i X=• . . t c> � �cPPt . PI N IUolJ , , -- r - raraLA 18� 1As5 Zxz e vac-, Wltup I.4sSAKiryc{ Structural Engineers PLLC t is ( 3 e t Psk- L1/4,s = t.S CIS 22 -S fc.r w irj.t co cis. Cot,.,uM� -4 Rao rta 1.G • itss aietNy4 3 2' i V ed.. Lc's...3. C: ' \ 13c14S SPAcilu ..' etQ ; (:2 1,3/ kcrS / eoc.'C. is - k)5\nw1 J>PPts►?cX t Q Lin • /itiz. • ©L Date: 5 4 t ^i,7 Page Number: 2x1 e 24/ = 13 ri-r frar{ 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285 -4512 FAX: (206) 285 -0618 co r..r . -if 141 . Spy 10 L-e- t00% • (stAigtr tbs6,�3 3.3 : k.1 Vezi CC" 't1U . LD.4-I z ha (64 2% wZ- 4 S S is 8 3E tttL C T E N G 1 N E E R 1 !N G Project: Client: - Pt ,` .tN. J L.ia (V . 16 . L. Structural Engineers PI4 3 3 , e Ifl P LLC l am 11( s� a C. 2 (1$ ) I12 4 zhtthc T -L= ` CR' — 4‘.4s 3 4 2.2 Ii-APS 1, 4 EN%tp • E.,25 tt Date: Page Number: c,.,>�. . (5oc �t4s� = ��o to t,.n � Z C9 PNI use zo he • , 2— Wet we)c p4ok kcs a SPac u uc i , 0 b.lt..awe�bL(c '�'EN teziv I S . a4.2 tips :. Ca. »)4• 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285 -4512 FAX: (206) 285-0618 0 012- (8.z5).1 -16) 3(e.7 = 8io th C --�-- t �b � 2�• 3� (8.-2s> le �, i s ktf'. `1 &t O k-, �-- f ) 31 Zt -Vt." �jt ►� 6:, C T E N G I N E E R II N G PLLC / Project: c Oc..5 Ce•i: M7- S t 7e 's��J�. [�r�+�s . Date: 5 -I b -61 c Client: X11 'P AO P; , q5 1. , t Z Ft�v� pud lot . H�Q 12‘ 144 B tQw Structural Engineers No tz)4.0 errigq V Z 1 S rsf b�:... C SEtswAc tsoo Page Number 2. : % 5 oo 375 /=N %0d 4 WNW._ / COL 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285-4512 FAX: (206) 285 -0618 . 1b( 05' , covct - 13.0sC As - sit - ` 4 - cea ' C T E N G I N E E R IIN G PLLC Project: JOk.)_ C ^ K1 OR, ' L 1 F Client: s' 1C Paco ' %taDRE 4 ;12 CovEQRtcsto 14 :: ' O :, E- tSc Structural Engineers Date: S ■ O"? Page Number: 3 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285 -4512 FAX: (206) 285-0618 bad, - tE.as :Tt44a1 . As. Two : S • 1.21=m .: '(I2 -) r = g,55 (BPS. 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PA:,t C) t nitPtesgc6N .. 04 l% MS-/ soo, .. %'3. \3 TTAIt "['ttotit 1LcS,..1 S wuc, CoLo Mta-S . . .. rte . 43'1 l LitS GO v�► . '' .. : M= 55 - 3�4p .ci ni-4 �•u it Nob 3`t: itIPS Gbc -'[w is a . 1/ 4. 4 . 7om. .1o0 8 0475 CsuLe.ra bt cAft`) AU- cov:S A St.£ _ 5.3 Cz)_i ,off t .5 CAS) •= _....... . ?5 tries .5 1_ tt s In ;SC�> CaLuNLM b' /IQs iks5 CQ� {107 5:5 t-I, .:137 ( * -$-7 z_o Z` `tip ci m t T3cts g" ¥ • G k_ Cc CQe.1E . ' PU1.l`. cm.s1 / $ o'R.. 3 .zS -LL9i_e_ � - To4Suitk Ls 151 k,cs CT E N G I N E E I O N G Structural Engineers PLLC Developer: Wig Properties, LLC-SS Structural Calculations Site Structures at Southcenter Square Design Criteria: Snow Load 25 PSF Wind 85 MPH Exp 8 Seismic: SDS= .888, R =2.5 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285.4512(V) (206) 285 -0618(F) /Th Client: Mill, PoP . C T E N G I N E E R I N G + PLLC Project: C, C5 CENrittrt SITE S72'. C TkICEES TR ZE 2E INFF eAl 17� Si es3c1veQ ._ CP PE FAA/ 4.30443 FO eljr . Csk29 tES — • 14 SSC. . Co 14 SS e l5 Pt r .5 (►S .ti 22 -S ft`r -ra c zz.S 1A1 l ti►o cm) tsuus .� . i.(00) - q., k5t ass �tti��, %4 3 9' V a"( 13n6:TS SVott l-1 ' etia 02 1p I kcPS f 130.'f. SID. 2 = sAs Structural Engineers 1(OO ,0 urt 44 Date: 5 4 t•-07 Page Number: k 't (00 67--‘ 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285 -4512 FAX: (206) 285 -0618 PEESTRIN4 V)41.1c-111 1311 -r- 2• -o t2 c 2 loi-3 OOPLF tPa 4): y op r ►r' 4 ■15+'2) 'T2go Ass 3 5 ,86 C .815S 1 25 ( 3s P 8& V) = 1(•5*. ,2u'Etza 4 G A k 1 C T E N G I N E E R I N G Project: Date: Client: PttES' 1f• . 1Np Titn ID Structural Engineers 1- PI( 3 ) f - 3' Ib PLLC Eti 9 Page Number: Wk (500 64so►^ = 4 i,cs o w i .\ c (� cam use zo . . 1 _ 1 3 � - L , ate t 3 1 liss 4 11 ,4 14c YT c 1,Lksi . 1`s Iks 5..►S cf C(5 -6.7 cot z,z Ittes Acci . 2.t `�-• 5 ( 4• . g, 3/4 '1 ac 1 E Akatts e sPhc-uhlc 4 L . L e w e 1 b 4 t 4c 4v I S 3.2 kAros Co 4 1 5)'1-. o 4:21 2.— k t-S) cla.z. Emo �---- al 21-1 3 : (6.2 7 st .i 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285 -4512 FAX: (206) 285 -0618 I' M Client: C T E N G I N E E R N G PLLC Project: ex.) C j L S cre STQ..oLit. R Date: -t (o -07 �tp 'PnoP -rt s∎ cal • w T ; 2. t,_ Structural Engineers rar I �5 4 / t.-1 Ft J 4 l(• Page Number: a / d : x 12, It , e G,l gT c1 1461 1t i T S +tCDNi- CotA .Ge j,C (e3 5l A =: rioce) -s ,;t241 t.s 29 :7 tAc,k7 1,q(ecott") /A co Tor 3°r tt, l.S c s (..cc .+ 2, > = 3,0 DL -+ wl = .Co �3.`��� 1 >� = + scxC, c. ok _ Z. 1 S rsf ► 5 00 b&. Cs S5(swvc.- : ►;S06 C:25 ) = 37 5 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285 -4512 FAX: (206) 285-0618 4.N Qa\ 1"PS. Gam. �.'��!'� l a(3� 6 15 4'4:3:10 C�l,�wtti.l� , .. j-1 SS Jk 6y • k3& rL- �. x12- k e , g, EGA C T E N G I N E E R I1 N G Project: C%!%•_1-C7e$ Client: WI( ` ach) • Structural Engineers P L L C Date: Page Number: \P S_ a 1Z 4--- 1303 5 .-16 -o? 3 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285 -4512 FAX: (206) 285 -0618 "POD E eat � � � 0c:1L. TtVi1:tJ. 5A4 bE - Two ....5 Csas9utc.. } Cs y ftff4rasot j c5►L 2.-1/44)14 K-S3. . ±Q -1 .te-U sPPNe. Tc tktiP5 t A k f : b &� 1 1 �J t:�jQ T�gt� . '1 S IN: ZttCSE I -eziek ZS Aa V ert.y . 3 ° Q.3 °r. t,5 P= ,'315 TalesAs 4rN h.= t •3 :< . cr GA( L .k p %cove �A�/ P (Cr oPO qt,.tor � I,. oir,�c I S _ Ps C.. 5 r stazw IPSO C T E N G I N E E R I N G PLLC Project: Sot-Tai C..E 3Z s 47 'Siv.,0(2 J ae- • 3 Client: Vt l(, ' PQttP ■ L, PE. PAN i usa�►' wz_ � eri" o ititiates t a ')fl Sup.... 1 Structural Engineers l/E C µ7) W'? ML'$ - A ar Th - r tors S�'15wttc.. CA .5): = . 1445 CbC,u ZS /oLw Tu = .' ` • 47 43'1 - RI lc ..YN /-..."1. :. Co, ... M =ss -, A 2.E R CQ `e+ as d • 1 Fr4 4 . x � r .t% 1.S. *_..1 /max t`-‘).`t kzx t3 is e; g"' ct, , . T toN. _ 05•66'7) CR /gisztodl . 3fp. N • I A N ob 3i• :lops H7 = Date: S `tP -6 Page Number: : P " - o _ is 2 V4 7.1:oZ 6 C$&& a bt ti >: Au.coL A b E _ . 5.3 0 IAA ,, d M ' 437 f •C) . -87 At p�L aft ekz a: gA7 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285 -4512 MX: (206) 285 -0618 o— : 1(4/ iazzs lrls, T€15'ati tS w4 6 • - - -r Location v Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Exterior Fixture Type A 10 2160.0 21600.0 Exterior Fixture Type A2 8 2625.0 21000.0 Exterior Fixture Type B 16 60.0 960.0 Exterior Fixture Type C 4 465.0 1860.0 Exterior Fixture Type C3 1 n - 3240.0 3240.0 .w .I.........w. - . -- Location (floor /room no.) - --- -- -- - - r'7 - r7 - - ---- - -,-,- - - - -- - - , Occupancy Description Allowed Watts per ft2""' Area in ft Allowed x Area F!LE COE'Y ** From Table 15-1 (over) - docufnent all exceptions on fonrolTer_LE A Total Allowed Watts Total Proposed Watts may not exceed Total Mowed 1Q(31ts foa:1 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Maximum Allowed Total Proposed Watts may not exceed Total Mowed 1Q(31ts foa:1 'or Total Allowed Watts er ft or per If Proposed Watts Area in ft (or If for perimeter) Lighting tta Mowed Watts x ft (or x If) Location C O D scription MEL1 Covered Parking (standard paint) 0.2 W/ftz Covered Parking (reflective paint) z O 204 JUL UU 0.3 W /ft Open Parking Site Parking Lot - ~ ' 0.2 W /ft2 586469.0 117293.8 Outdoor Areas W �- ,' 0.2 W /ft Bldg. (by facade)' i " 11.111 5 - 0 '°'" 0.25 W/ft Bldg. (by perim) Building'. N, 8, and Petco/Nordstrom's Rack 7.5 W/lf 3317.0 24877.5 1. Choose either the facade area or the perimeter method, but not both) Total Allowed Watts 142171.3 LTG -SUM Lighting Summary 2Cy 4 Washington State Nonresidential Energy Code Compliance Forms ZUV4 vvasnIn91un aud16 IVUrirebiuenuat C leiyy vaUC «u»»' angle Revised May 2005 Project Info Project Address Southcenter Square 17200 Southcenter Parkway Tukwila, Washington Applicant Name: se aTac Electric, Inc. Applicant Address: 7056 South 220th Street, Kent ,WA 98092 Applicant Phone: 253 872 - 5553 - Date 11/17/2006 For l a ltb NOV 2 7 2006 TUKWILA DIIPI Ir. 1AlorneC Project Description New Building 111 Addition ❑ Alteration ❑ plans Induded Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option Q Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Notes: 1. Use manufacturer's listed maximum inpwattage. For hard -wired ballasts only, the default table in the NREC TechnicatReference Manual may also be used 2. Include exit lights unless less than 5 watt per fixture. osed Li Watta (Interior 3. List all fixtures. For exempt lighting, not exception and leave Watts/Fixture blank. Use mtgr listed maximum input wattage. For fixtures with hard -wired Dams ss only, Watta (Exterior the default table in the NREC Technical Reference Manual may also be used. 170 -►IoS v> Fixture Type E - - - 14 60.0 840.0 Exterior Exterior Fixture Type F 26 55.0 1430.0 Exterior Fixture Type G 56 75.0 4200.0 Exterior Fixture Type H 104 250.0 26000.0 Exterior Fixture Type J 8 60.0 480.0 Exterior Fixture Type x 58 49.0 2842.0 Exterior Fixture Type L 9 295.0 2655.0 Exterior Fixture Type 1.1 2 465.0 930.0 Exterior Fixtuer Type M 8 300.0 2400.0 Exterior Fixture Type N 2 50.0 100.0 Exterior Fixture Type P 23 80.0 1840.0 Exterior Fixtuer Type Q 22 160.0 3520.0 Exterior Fixture Type R 8 280.0 2240.0 Exterior Fixture Type S 6 160.0 960.0 Exterior Fixture Type Si 6 60.0 360.0 Exterior Fixture Type T 7 50.0 350.0 Exterior Fixture Type V 18 50.0 900.0 Total Proposed Watts may not exceed Total Mowed Watts for Exterior Total Proposed Watts 100707.0 I 'WALL w vow. .....ti b • ....... ...._ ..... Use' — - -• LPA (W /sf) Use' LPA` (W /sf) Painting, welding, carpentry, machine shops M 00 lAal 1 nal "A al f• N N Office buildings, office/administrative areas in facilities of other use types (including but not limited to schoolsh os pitals, institutions, museums, banks, churches) O 0 .` C7i OD0000 00 0 Barber shops, beauty shops Police and fire stations Hotel banquet/conference /exhibition hall''` Atria (atriums) Laboratories Assembly spaces ", auditoriums, gymnasia ° , heaters Aircraft repair hangars Group R -1 common areas Cafeterias, fast food establishments Process plants Factories, workshops, dandling areas Restaurants/bars Gas stations, auto repair shops Locker and/or shower facilities Institutions Warehouses ', storage areas Libraries° 1.5 Aircraft storage hangars 0.4 Nursing homes and hotel /motel guest rooms 1.5 Retail retail banking 1.5 Wholesale stores (pallet rack shelving) 1.5 Parking garages (see exterior lighting) Section 1532 Mall concourses 1.4 Schools buildings (Group E occupancy only), school classrooms, day care centers 1.35 Plans Submitted for Common Areas Only' Laundries 1.2 Main floor building lobbies (except mall concourses) 1.2 Medical Offices, Clinics" 1.2 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces i J Warehouses, storage areas or aircraft storage hangers 0 Other I Qualification Checklist Lighting ] Check if all fixtures are ballasted and at least 95 %* of r: Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in (1. Fluorescent fixtures which a) are non - lensed. b) have c) have the space is not limited by Code. Clearly 5-60 watt T -1, T -2, T-4, T -5, T-6, T-8 lamps. d) have electronic indicate these spaces on plans. If not dimming ballasts. Screw -in compact fluorescent fixtures y. qualified, do LPA Calculations. 2. Metal Halide with a) reflector b) ceramic MH lamps electronic ballasts ' - Exit and LED lights can be excluded from count if < 5 watts /fixture. Lighting Summary LTG-SUM 2004 Washington State Nonresidential Energy Code Compliance Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) See Section 1532 for exterior lighting. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.20 w /ft may be used. 8) For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9) For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three- quarter-height partitions (transparent or opaque). and lighting for free- standing display where the lighting moves with the display are exempt. An additional 1.5 w/ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling - mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable In both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 12) Medical and clinical offices include those facilities which, although not providing overnight patient care, do provide medical, dental, or psychological examination and treatment. These spaces include, but are not limited to , laboratories and treatment centers. Revised May 2005 GEOTECH CONSULTANTS, INC. Wig Properties t 4811 — 134th Place Southeast Bellevue, Washington 98006 Attention: Subject: Transmittal Letter — Geotechnical Engineering Proposed Kohl's Department Store 17200 Southcenter Parkway Tukwila, Washington Dear Mr. Wig: We are pleased to present this geotechnical engineering report for the proposed Kohl's department store to be constructed 17200 Southcenter Parkway in Tukwila. The scope of our services consisted of reviewing existing subsurface information and conducting additional subsurface explorations, and then developing this report to provide recommendations for general earthwork and design criteria for foundations, retaining walls, and pavements. This work was authorized by your acceptance of our proposal dated April 25, 2006. The attached report contains a discussion of the study and our recommendations. Please contact us if there are any questions regarding this report, or for further assistance during the design and construction phases of this project. cc: Leshya Wig via email ZJM /MRM: jyb M.K. Wig FILE Pc:rr. °. r.o. Respectfully submitted, GEOTECH CONSULTANTS, INC. 1 -- 717 cvsez— Marc R. McGinnis, P.E. Principal GEOTECH CONSULTANTS, INC. Pb1 1(6 13256 Northeast 20th Street, Suite 16 Bellevue, Washington 98005 (425) 747 -5618 FAX (425) 747 -8561 June 20, 2006 REVIEWED FOR CODE COMPLIANCE APPROVED udy - JUL 2 0 2001 City Of Tukwila B I N DM .ION JN 04318 -1 /2 2.62728.2 JUN 2007 N DD PECF.: 1 : "';�{ REYIJ Pfrlull'i.i:iail� c This report presents the findings and recommendations of our geotechnical engineering study for the site of the proposed Kohl's shopping center to be constructed in the northeast corner of the property at 17200 Southcenter Parkway in Tukwila. Development of the property is in the planning stages at this time. We were provided with potential preliminary site plans prepared by Freiheit & Ho Architects. Based on this information, and our discussions with Wig Properties, we anticipate that a one -story Kohl's department store and associated paved parking /drive areas will be constructed in the northeast corner of the subject property. Specific information regarding the building's construction and anticipated foundation loads is contained in the Geotechnicaf Services section of the April 2005 Design Criteria manual published for Kohl's Department Stores. This document indicates that the building will have one floor, with an internal mezzanine. The structure is to be either concrete tilt -up or masonry (CMU) construction. The following typical design foundation and slab loads (combined dead and live loads) are indicated in the Design Criteria: SURFACE GEOTECHNICAL ENGINEERING STUDY Proposed Kohl's Department Store 17200 Southcenter Parkway Tukwila, Washington Main Building Area: • Wall Loads — 3,700 pounds per lineal foot (plf) • Column Loads — 85 kips • Floor Loads —175 pounds per square foot (psf) Mezzanine Areas: . • Wall Loads — 7,000 plf • Column Loads —165 kips • Floor Loads — 210 psf The finish floor elevation for the building is to be approximately 26.5 feet. In order to reach this floor elevation, and the surrounding final site grades, fills of one foot to almost 4 feet will be placed above the existing grades. The area between the building and the north and east property boundaries will be filled to create paved areas for parking, and truck drive lanes and load/unload areas. If the scope of the project changes significantly from what we have described above, we should be provided with revised plans as soon as possible in order to determine if modifications to the recommendations and conclusions of this report are warranted. SITE CONDITIONS The Vicinity Map, Plate 1, illustrates the general location of the site, located south of the Southcenter Shopping Mall. The majority of the planned building footprint lies within an overgrown, undeveloped area on the eastern side of the original J.C. Penney Distribution Center property. This area is covered with brush, and small deciduous trees. The westernmost edge of the proposed footprint is currently covered by asphalt pavement. To the west of the planned building, GEOTECH CONSULTANTS, INC. Wig Properties June 20, 2006 JN 04318 -1 Page 2 the northern one -third of the future Kohl's parking lot is currently covered by asphalt and concrete that served as the truck staging and loading dock area for the now-vacant J.C. Penney warehouse building, which covers the southern approximately two-thirds of the Kohl's parking area. Based on the topographic survey provided to us, the finish floor elevation of the J.C. Penney building is approximately 27 feet. The southern one -half of the Kohl's building footprint is at an elevation of 25 to 26 feet. The ground surface on the remainder of the Kohl's parcel is currently at an elevation of 22 to 23 feet. The majority of the nearby buildings are one- and two -story warehouse or retail structures. From our previous experience in the area, we are aware that most of these structures are supported on conventional foundations. Deep foundations, such as augercast piers or driven piles, have only been used for the larger, more settlement- sensitive buildings in the Westfield Shopping Center to the north of the site. We observed the condition of the existing J.C. Penney warehouse building and the Bon - Macy's warehouse building to the north of the site. Both of these buildings are 30 years old, and it appears from a visual examination that these buildings' foundations are in relatively good shape. Some settlement has occurred, as evidenced by cracks in the floor slab and minor cracks between tilt -up wall panels, and there is at least one case where there has been a small amount of spalling at the panel connections due to settlement or earthquake - induced motion. The site topographic survey indicates that there is 3 to 4 inches of elevation difference in the floor slab between the northeast and north corners. Whether the slab was originally constructed with this elevation difference, or not, or not is not known. However, based on the appearance of the building, this amount of differential settlement may have actually occurred. Such settlement over a distance of 450 feet has been easily tolerated by a properly constructed tilt -up concrete building. Floor cracks that have developed do not appear to have impeded the use of these buildings. We assume that the former J.C. Penney warehouse area was not preloaded, as Dames & Moore did not recommend in their 1995 report that a proposed addition by preloaded. This addition was to be located in generally the same area as the Kohl's building footprint. Giles Engineering Associates recommended in 1996 that a 4 -foot -high preload be utilized for a new one -story J.C. Penney Home Center that was to have been constructed in front of the existing warehouse building. SUBSURFACE Dames and Moore (now URS Corporation) prepared a study entitled °Report of Geotechnical Investigation, Distribution Center Expansion' dated November 22, 1995. This report was for the vacant parcel east of the J.C. Penney warehouse building. They drilled five test borings to depths ranging from 49 feet to 74 feet for that study. Two of these borings (B -1 -95 and B -2 -95) were conducted inside the Kohl's building area and the logs of these previous borings are attached to the back of this report in Appendix A. In order to supplement these previous explorations, Geotech Consultants, Inc. drilled eight additional test borings on the Kohl's site on May 16, 2006. Five deeper borings were drilling inside the proposed building area to a depth of 51.5 feet. Three shallower borings were drilled in the parking and truck loading areas outside of the footprint of the existing J.C. Penney warehouse building. It was not possible to drill borings on the southern portion of the future Kohl's parking area, due to the presence of the existing warehouse building. The recent borings were drilled using trailer- mounted and track- mounted, hollow -stem auger drills. Samples were taken at 5 -foot intervals with a standard penetration sampler. This split -spoon sampler, which has a 2 -inch outside diameter, is driven into the soil with a 140 -pound hammer falling 30 inches. The number of blows required to advance the sampler a given distance is an indication of the soil density or consistency. A geotechnical engineer from our staff observed the drilling process, logged the test borings, and GEOTECH CONSULTANTS, INC. Wig Properties June 20, 2006 obtained representative samples of the soil encountered. The Test Boring Logs are attached as Plates 3 through 15. We were also able to confirm the composition of the building pad fill beneath the J.C. Penney in several shallow test holes that were excavated in holes cut through the floor slab. Soil Conditions In general, all of the previous and current test borings found 5 to 8.5 feet of fill soils consisting of sand silt with some gravel. This is likely glacial till fill, and according to the Dames & Moore report, it was placed in the summer of 1965. The upper fill in the area east of the warehouse building was likely placed during the construction of the warehouse building in 1968. It appears that some compaction effort was used when the general fill was placed in 1965, as it is very stiff or medium - dense. Within the footprint of the J.C. Penney building, the fill underlying the concrete floor slab is a medium- dense, gravelly sand that was imported to the site, and which had obviously been compacted when it was originally placed. Below the fill are alluvial sediments consisting of silts and fine - grained sands typical for the surrounding area. These soils have been deposited by numerous episodes of flooding and the meandering of streams and rivers across the valley floor following recession of the last glaciers. The silts and sands are loose and fairly devoid of significant organic matter to a depth of about 20 feet. Below this is a zone where the loose silts and sands contain layers of peat. Samples of the peaty soils in our test borings had moisture contents of 98 to 146 percent. This organic -rich zone is about 10 feet thick. Below the organic layer, the explorations found layered loose silts and fine sands. Cleaner, medium -dense sands were observed in most of the borings from a depth of about 40 feet. The deepest borings conducted within the proposed Kohl's property extended to a depth of approximately 50 feet. There was a boring drilled previously by Dames & Moore to a depth of approximately 74 feet immediately to the south of the proposed Kohl's building. This boring did not encounter dense or glacially- compressed soils before it was terminated. Field Hydrocarbon Testing of Soil Samples As required by the Kohl's Design Criteria manual, we conducted field screening for petroleum hydrocarbons on the soil samples that were retrieved from the recent borings. Using a photoionization detector (PID), we scanned each of the samples for volatile organic compounds (VOCs) that could indicate hydrocarbon contamination. No VOCs were detected by the PID. We also did not observe any visual indications of hydrocarbon contamination (stains, odor, etc.) in any of the retrieved samples. Groundwater Conditions It should be noted that groundwater levels vary seasonally with rainfall and other factors. Groundwater seepage was observed in the borings, and represents the approximate location of the regional water table that lies beneath the entire surrounding river valley. This water table may fluctuate seasonally with rainfall and other factors. The final logs represent our interpretations of the field logs and laboratory tests. The stratification lines on the logs represent the approximate boundaries between soil types at the exploration GEOTECI-f CONSULTANTS, INC. JN 04318 -1 Page 3 Wig Properties June 20, 2006 JN 04318 -1 Page 4 locations. The actual transition between soil types may be gradual, and subsurface conditions can vary between exploration locations. The logs provide specific subsurface information only at the locations tested. If a transition in soil type occurred between samples in the borings, the depth of the transition was interpreted. The relative densities and moisture descriptions indicated on the test boring logs are interpretive descriptions based on the conditions observed during drilling. GENERAL CONCLUSIONS AND RECOMMENDATIONS THIS SECTION CONTAINS A SUMMARY OF OUR STUDY AND FINDINGS FOR THE PURPOSES OF A GENERAL OVERVIEW ONLY. MORE SPECIFIC RECOMMENDATIONS AND CONCLUSIONS ARE CONTAINED IN THE REMAINDER OF THIS REPORT. ANY PARTY RELYING ON THIS REPORT SHOULD READ THE ENTIRE DOCUMENT. The site of the Kohl's building is underlain by 5 to 8 feet of moderately - compact fill soils. This fill was placed on top of alluvial silt and fine sand soils that are relatively loose and moderately compressible. A layer of more compressible soil containing peat lenses and inclusions occurs from about 22 to 30 feet below the existing surface in the borings drilled east of the existing warehouse building. This layer was not identified in most of the Dames & Moore borings east of the existing warehouse building. Underlying the soft silts were loose alluvial sands and on the southwest corner of the pad soft silt interbeds were observed to the maximum explored depth. Based on the encountered soil conditions, and our observations of building performance around the site, it is our opinion that the proposed Kohl's building can be supported on a conventional foundation system. The existing fill soils have been in place over 30 years and are relatively thick, and the proposed overall building loads (a combination of floor and overall building structure loads), will not be excessively heavy. Considering the variable elevation of the ground surface within the building area, and the somewhat varying thickness of the existing fill, we recommend that the entire building area be preloaded to an elevation at least 4 feet above the planned slab elevation. This 4- foot preload would be placed following completion of the structural fill for the building pad. We recommend that the preload fill settlement be monitored (see the Preloading Program section of this report). In addition to the preload, the continuous wall footings should contain additional reinforcing to reduce the potential for differential settlement along the length of the walls. The foundation and earthwork recommendations in this report involve some risk that must be assumed by the building owners. The risks involve foundation settlement that should be typical for the for the previous developments in the area. We expect that post- construction - foundation settlements, following preloading, will be on the order of one to 2 inches under static building loads. This is more than the one inch maximum indicated in the Design Criteria manual. However, this amount of settlement is typical for previous similar construction in the area, and is certainly tolerable by flexible commercial construction. Preventing this amount of settlement would require the use of deep foundations, which would be extremely costly, as they could easily need to extend in excess of 100 feet below the existing grade. As we have discussed, our recommendations are generally consistent with standard . building practice in the area. Maintenance and other corrective measures may be required as the building ages, or after a large earthquake. Given the likelihood of detectable foundation settlement in the conventionally supported buildings, flexible building construction and materials are recommended wherever possible. Concrete tilt -up construction typically performs quite well in similar conditions, GEOTECH CONSULTANTS, INC. Wig Properties June 20, 2006 as the wall panels tend to span over the softer areas, causing differential movement mostly at the flexible joints between the panels. Concrete masonry (CMU) construction is less forgiving to settlement, more readily showing cracks in the masonry units and mortar from even small amounts of settlement. Providing more frequent control and isolation joints in CMU walls can reduce this cracking, as the differential movement will occur at the joints. Settlement - sensitive finishes, such as brick, stucco, and tile should be avoided, as these materials show cracking most readily. We also recommend that sidewalks and concrete approach aprons be doweled into the perimeter foundations to prevent any downset that could result in a trip hazard as the soils beneath the site settle over time. Reinforcing exterior on -grade slabs and sidewalks with rebar would also be prudent to reduce long -term cracking and differential movement. The site soils within the expected depth of excavation do not have a high corrosive potential and are not susceptible to shrinkage or swelling. As with most sites in the Puget Sound region, no special measures are needed to address corrosion for elements that are founded in or above the existing fill soils. The drainage and /or waterproofing recommendations presented in this report are intended only to prevent active seepage from flowing through concrete walls or slabs. Even in the absence of active seepage into and beneath structures, water vapor can migrate through walls, slabs, and floors from the surrounding soil, and can even be transmitted from slabs and foundation walls due to the concrete curing process. Excessive water vapor trapped within structures can result in a variety of undesirable conditions, including, but not limited to, moisture problems with flooring systems, excessively moist air within occupied areas, and the growth of molds, fungi, and other biological organisms that may be harmful to the health of the building occupants. The designer or architect must consider the potential vapor sources and likely occupant uses, and provide sufficient ventilation, either passive or mechanical, to prevent a build up of excessive water vapor within the planned structure. A significant geotechnical consideration for development of this site is the high silt content of the on -site soils. Based on our observations, and the results of existing laboratory tests, the moisture contents of the on -site soils are variable. These fine- grained, silty soils are very sensitive to moisture, which makes them impossible to adequately compact when they have moisture contents even 2 to 3 percent above or below their optimum moisture content. The reuse of the upper existing fill soils as structural fill to level the site will only be successful when weather conditions are such that the moisture contents can be adjusted. Aeration or controlled wetting of soils is usually only possible during the warmer and drier late summer and early fall months. The earthwork contractor must be prepared to rework areas that do not achieve proper compaction due to improper moisture content. Utility trench backfill in structural areas, such as pavements, must be placed as structural fill. Improper compaction of backfill in utility trenches and around control structures is a common reason for pavement distress and failures. The alluvial silt and silty sand that underlies the existing fill would not be suitable for reuse in any structural areas on the site. Imported granular fill will be needed wherever it is not possible to dry the wetter on -site soils sufficiently before compaction. Geotech Consultants, Inc. should be allowed to review the final development plans to verify that the recommendations presented in this report are adequately addressed in the design. Such a plan review would be additional work beyond the current scope of work for this study, and it may include revisions to our recommendations to accommodate site, development, and geotechnical constraints that become more evident during the review process. GEOTECH CONSULTANTS, INC. JN 04318 -1 Page 5 Wig Properties June 20, 2006 JN 04318 -1 Page 6 We recommend including this report, in its entirety, in the project contract documents. This report should also be provided to any future property owners so they will be aware of our findings and recommendations. SEISMIC CONSIDERATIONS Under the 2003 International Building Code (IBC), the soil profile would be Class E. The saturated alluvial soils have a moderate potential for seismic liquefaction, which is a partial or total loss of soil bearing strength due to high porewater pressures during strong ground shaking. However, the presence of 8 to 10 feet of compacted fill beneath the building will prevent localized bearing loss under the foundations, and should minimize area -wide liquefaction beneath the structure. Dames & Moore concluded in their previous study of the site that seismic liquefaction could occur in the alluvial soils under a magnitude 7.5 earthquake, and that about 3 inches of seismic settlement could occur. They further stated that their calculations indicated that there would be no significant surface effects from a magnitude 6.5 earthquake that resulted in 0.2g acceleration. Due to the uncertainties in predicting the potential effects of seismic liquefaction on commercial structures in the Tukwila and Kent Valley, we recommend that perimeter foundations be continuous and be reinforced with additional rebar. This will allow the exterior footings to span across any areas of concentrated liquefaction (sand boils). The potential for a sand boil to occur beneath, or near, an interior spread footing where the ground surface is constrained by undersiab fill and the slab itself is low. The floor slabs should be tied to perimeter and interior foundations. Considering the recommendations presented in this geotechnical report, it is our professional opinion that the differential foundation settlement that could be experienced by the structure during a large earthquake should be on the order of 3 to 4 inches in a distance of 100 feet. It is our opinion that no additional liquefaction mitigation measures need to be incorporated into the structure beyond what are recommended in this geotechnical report. By preventing catastrophic settlement of the foundations, the safety of the occupants should be protected. The intent of our recommendations is not to prevent damage or ensure continued function of the structure after the design seismic event. PRELOADING PROGRAM As discussed in the General section of this report, we recommend preloading the building pad once it has been completed to the design subgrade elevation. This preload is intended to induce some pre - construction consolidation into the underlying soils, and to reduce differential settlement between areas of newly placed pad fill and the thicker fill that has been in place for 30 years. Before placing the surcharge (preload) fill, structural fill should be placed to the design finish grade in the areas to be preloaded. Then a surcharge fill should be added to provide additional preload to induce as much settlement as possible prior to building construction. The surcharge fill does not have to meet any specific requirements, except that it should have a minimum in -place total density of 120 pounds per cubic foot (pcf). However, if the surcharge fill is to be used later as fill on another part of the site, it is important that the material used for the preload meets the requirements for structural fill, i.e. contain no organic sand and be compactable. Also, the potential weather conditions at the time of fill placement should be considered in the material selection, as structural fill placed in wet weather should be coarse - grained and contain no more than 5 percent fines passing the No. 200 sieve. GEOTECH CONSULTANTS, INC. Wig Properties June 20, 2006 The side slopes of the surcharge fill should be inclined no steeper than 1:1 (Horizontal:Vertical), and the top of the surcharge should extend at least 5 feet beyond the building perimeter. No fill berms for landscaping purposes should be placed near the building, since the later addition of any fill could induce further settlement. Prior to placement of any fill, we recommend installing at least five settlement markers in the preloaded area prior to fill placement. Care should be taken to protect these markers from disturbance by construction equipment. The markers should be surveyed by a licensed surveyor prior to, and during, fill and surcharge placement, and then at intervals of 2, 4, 8, 16, 32, and so forth days after the completion of the fill placement. Initial readings should show the existing ground elevation, and the readings taken during the placement of the surcharge should show the surcharge fill thickness. Settlement readings should be furnished to, and evaluated by, Geotech Consultants, Inc. When the primary settlement is completed, the surcharge fill may be removed. The exposed subgrade should be proof - rolled, and any loose areas should be overexcavated and replaced by structural fill. CONVENTIONAL FOUNDATIONS GEOTECH CONSULTANTS, INC. JN 04318 -1 Page 7 The proposed building can be supported on conventional continuous and spread footings bearing on the existing site fills where it can be verified that compaction is at least 95 percent of the maximum density, or on new, properly compacted structural fill placed over the existing fill soils. We recommend that for budget considerations that it be assumed that structural fill will be required below all building foundations. See the section entitled General Earthwork and Structural Fill for recommendations regarding the placement and compaction of structural fill beneath structures. Adequate compaction of structural fill should be verified with frequent density testing during fill placement. Prior to placing structural fill beneath foundations, the exposed subgrade soils should be observed by the geotechnical engineer of record to document that adequate bearing soils have been exposed. We recommend that continuous and individual spread footings have minimum widths of 16 and 24 inches, respectively. Footings should also be bottomed at least 18 inches below the lowest adjacent finish ground surface. The local building codes should be reviewed to determine if different footing widths or embedment depths are required. The structural fill below foundations must be at least as wide at the bottom as the sum of the depth of the overexcavation and the footing width. For example, an overexcavation extending 2 feet below the bottom of a 2- foot -wide footing must be at least 4 feet wide at the base of the excavation. We recommend that the perimeter foundations be reinforced sufficiently to theoretically be able to span a distance of 10 feet without soil support. This typically involves simply adding more horizontal rebar in the footing and stem wall to create a more rigid foundation. An allowable bearing pressure of up to 3,000 pounds per square foot (psf) is appropriate for footings supported on properly - compacted structural fill. A one -third increase in this maximum design bearing pressure may be used when considering short-term wind or seismic loads. For the above design criteria, it is anticipated that the total post - construction static settlement of footings founded after preloading will be about 1 to 2 inches, with differential settlements on the order of 1 inch in a distance of 100 feet along a continuous footing with a uniform toad. Most of this settlement will be the result of slow, long -term consolidation of the underlying alluvial soils. Wig Properties June 20, 2006 PARAMETER Coefficient of Friction Passive Earth Pressure ULTIMATE VALUE 0.45 300 pcf Where: (I) pcf is pounds per cubic foot, and (II) passive earth pressure is computed using the equivalent fluid density. PERMANENT FOUNDATION AND RETAINING WALLS PARAMETER Active Earth Pressure * Passive Earth Pressure Coefficient of Friction Soil Unit Weight VALUE 35 pcf 300 pcf 0.45 125 pcf Where: (I) pcf is pounds per cubic foot, and (ii) active and passive earth pressures are computed using the equivalent fluid pressures. • For a restrained wall that cannot deflect at least 0.002 times its height, a uniform lateral pressure equal to 10 psf times the height of the wail should be added to the above active equivalent fluid pressure. GEOTECH CONSULTANTS, INC. JN 04318 -1 Page 8 Lateral loads due to wind or seismic forces may be resisted by friction between the foundation and the bearing soil, or by passive earth pressure acting on the vertical, embedded portions of the foundation. For the latter condition, the foundation must be either poured directly against relatively level, undisturbed soil or be surrounded by level structural fill. We recommend using the following ultimate values for the foundation's resistance to lateral loading: We recommend maintaining a safety factor of at least 1.5 for the foundation's resistance to lateral loading, when using the above ultimate values. It is unlikely that there will be tall retaining walls on this project. However, walls backfilled on only one side should be designed to resist the lateral earth pressures imposed by the soil they retain. The following recommended parameters are for walls that restrain level backfill: The values given above are to be used to design permanent foundation and retaining walls only. The values for friction and passive resistance are ultimate values and do not include a safety factor. We recommend a safety factor of at least 1.5 for overturning and sliding, when using the above values to design the walls. Restrained wall soil parameters should be utilized for a distance of 1.5 times the wall height from corners or bends in the walls. This is intended to reduce the amount of cracking that can occur where a wall is restrained by a corner. Wig Properties June 20, 2006 Retaining Wall Backlit! and Waterproofing GEOTECH CONSULTANTS, INC. JN 04318 -1 Page 9 The design values given above do not include the effects of any hydrostatic pressures behind the walls and assume that no surcharges, such as those caused by slopes, vehicles, or adjacent foundations will be exerted on the walls. If these conditions exist, those pressures should be added to the above lateral soil pressures. The surcharge due to traffic loads behind a wall can typically be accounted for by adding a uniform pressure equal to 2 feet multiplied by the above active fluid density. Heavy construction equipment should not be operated behind retaining and foundation walls within a distance equal to the height of a wall, unless the walls are designed for the additional lateral pressures resulting from the equipment. The wall design criteria assume that the backfill will be well- compacted in lifts no thicker than 12 inches. The compaction of backfill near the walls should be accomplished with hand - operated equipment to prevent the walls from being overloaded by the higher soil forces that occur during compaction. Backfill placed behind retaining or foundation walls should be coarse, free - draining structural fill containing no organics. This backfill should contain no more than 5 percent silt or clay particles and have no gravel greater than 4 inches in diameter. The percentage of particles passing the No. 4 sieve should be between 25 and 70 percent. The on -site soils have too high of a silt content to be used for backfill within a 1:1 (Horizontal:Vertical) zone from the base of the wall. The purpose of these backfill requirements is to ensure that the design criteria for a retaining wall are not exceeded because of a build -up of hydrostatic pressure behind the wall. The top 12 to 18 inches of the backfill should consist of a compacted, relatively impermeable soil or topsoil, or the surface should be paved. The ground surface must also slope away from backfilled walls to reduce the potential for surface water to percolate into the backfill. The section entitled General Earthwork and Structural Fill contains recommendations regarding the placement and compaction of structural fill behind retaining and foundation walls. The above recommendations are not intended to waterproof below -grade walls, or to prevent the formation of mold, mildew or fungi in interior spaces. Over time, the performance of subsurface drainage systems can degrade, subsurface groundwater flow patterns can change, and utilities can break or develop leaks. Therefore, waterproofing should be provided where future seepage through the walls is not acceptable. This typically includes limiting cold joints and wall penetrations, and using bentonite products, spray -on liners, or membranes on the outside of the walls. Applying a thin coat of asphalt emulsion to the outside face of a wall is not considered waterproofing, and will only help to reduce moisture generated from water vapor or capillary action from seeping through the concrete. As with any project, adequate ventilation of basement and crawl space areas is important to prevent a build up of water vapor that is commonly transmitted through concrete walls from the surrounding soil, even when seepage is not present. This is appropriate even when waterproofing is applied to the outside of foundation and retaining walls. The choice of an appropriate waterproofing system depends on the specific site conditions, the intended construction and use for the project, and the expectations of the end user. We recommend that you contact a specialty consultant if detailed recommendations or specifications related to waterproofing design and/or minimizing the potential for infestations of mold and mildew are desired. Waterproofing materials and systems should also be evaluated and installed Wig Properties June 20, 2006 JN 04318 -1 Page 10 by an experienced contractor familiar with the anticipated construction and subsurface conditions. FLOOR SLABS The building floors may be constructed as slabs -on -grade atop new or existing structural fill compacted to at least 95 percent of maximum density for a thickness of at least one foot. As we have found on previous projects, it is very important that fill placed in utility trenches beneath slabs, and around the foundations be properly compacted to avoid localizes slab settlement and cracking. To reduce the potential for cracking and downsets from long -term slab settlement resulting from consolidation of the alluvial soils, we recommend that the stabs be reinforced with No. 4 rebar on 18 -inch centers. The slabs should be tied into perimeter and individual spread foundations. The subgrade soil must be in a firm, non - yielding condition at the time of slab construction or underslab fill placement. Any soft areas encountered should be excavated and replaced with additional select, imported structural fill. We recommend using a subgrade modulus of 150 pounds per cubic inch (pci) for design of on- grade floor slabs. All slabs -on -grade should be underlain by a capillary break or drainage layer consisting of a minimum 4 -inch thickness of coarse, free - draining structural fill with a gradation similar to that discussed in Permanent Foundation and Retaining Walls. As noted by the American Concrete Institute (ACI) in the Guides for Concrete Floor and Slab Structures, proper moisture protection is desirable immediately below any on -grade slab that will be covered by tile, wood, carpet, impermeable floor coverings, or any moisture - sensitive equipment or products. ACI also notes that vapor retarders, such as 6 -mil plastic sheeting, are typically used. A vapor retarder is defined as a material with a permeance of less than 0.3 US perms per square foot (psf) per hour, as determined by ASTM E 96. It is possible that concrete admixtures may meet this specification, although the manufacturers of the admixtures should be consulted. Where plastic sheeting is used under slabs, joints should overlap by at least 6 inches and be sealed with adhesive tape. The sheeting should extend to the foundation walls for maximum vapor protection. If no potential for vapor passage through the slab is desired, a vapor barrier should be used. A vapor barrier, as defined by ACI, is a product with a water transmission rate of 0.00 perms per square foot per hour when tested in accordance with ASTM E 96. Reinforced membranes having sealed overlaps can meet this requirement. Deletion, improper installation or excessive damage of the vapor barrier /retarder has been the cause of several flooring- and vapor - related problems on past projects we have been associated with. In the recent past, ACI (Section 4.1.5) recommended that a minimum of 4 inches of well- graded compactable granular material, such as a 5/8 inch minus crushed rock pavement base, should be placed over the vapor retarder or barrier for protection of the retarder or barrier and as a "blotter" to aid in the curing of the concrete slab. Sand was not recommended by ACI for this purpose. However, the use of material over the vapor retarder is controversial as noted in current ACI literature because of the potential that the protection/blotter material can become wet between the time of its placement and the installation of the slab. If the material is wet prior to slab placement, which is always possible in the Puget Sound area, it could cause vapor transmission to occur up through the slab in the future, essentially destroying the purpose of the vapor barrier /retarder. Therefore, if there is a potential that the protection/blotter material will become wet before the slab is installed, ACI now recommends that no protection/blotter material be used. However, ACI then GEOTECH CONSULTANTS, INC. Wig Properties June 20, 2006 JN 04318 -1 Page 11 recommends that, because there is a potential for slab cure due to the loss of the blotter material, joint spacing in the slab be reduced, a low shrinkage concrete mixture be used, and "other measures" (steel reinforcing, etc.) be used. ASTM E- 1643 -98 "Standard Practice for Installation of Water Vapor Retarders Used in Contact with Earth or Granular Fill Under Concrete Slabs" generally agrees with the recent ACI literature. We recommend that the contractor, the project materials engineer, and the owner discuss these issues and review recent ACI literature and ASTM E -1643 for installation guidelines and guidance on the use of the protection /blotter material. Our opinion is that with impervious surfaces that all means should be undertaken to reduce water vapor transmission. It is very important that slab moisture be controlled. We were consultants for a shopping center in Federal Way where there was no groundwater, yet there were significant post - construction moisture problems, which caused considerable expense to resolve. Control and expansion joints should also be used to control cracking from expansion and contraction. Saw cuts or preformed strip joints used to control shrinkage cracking should extend through the upper one -fourth of the slab. The spacing of control or expansion joints depends on the slab shape and the amount of steel placed in it. Reducing the water -to- cement ratio of the concrete and curing the concrete, by preventing the evaporation of free water until cement hydration occurs, will also reduce shrinkage cracking. EXCAVATIONS AND SLOPES No excavated slopes are anticipated other than for utility trenches. Excavation slopes should not exceed the limits specified in local, state, and national government safety regulations. Temporary cuts to a depth of about 4 feet may be attempted vertically in unsaturated soil, if there are no indications of slope instability. However, vertical cuts should not be made near property boundaries, or existing utilities and structures. Based upon Washington Administrative Code (WAC) 296, Part N, the compacted fill soil at the subject site would generally be classified as Type B. Therefore, temporary cut slopes greater than 4 feet in height cannot be excavated at an inclination steeper than 1:1 (Horizontal:Vertical), extending continuously between the top and the bottom of a cut. Deep utility trenches intersecting alluvial soils or reaching groundwater seepage will require shoring. The above - recommended temporary slope inclination is based on what has been successful at other sites with similar soil conditions. Temporary cuts are those that will remain unsupported for a relatively short duration to allow for the construction of foundations, retaining walls, or utilities. It is possible that variations in soil and groundwater conditions will require modifications to inclination at which temporary slopes can stand. It is also important that surface water be directed away from temporary slope cuts. The cut slopes should also be backfilled or retained as soon as possible to reduce the potential for instability. Please note that loose soil can cave suddenly and without warning. Excavation, foundation, and utility contractors should be made especially aware of this potential danger. These recommendations may need to be modified if the area near the potential cuts has been disturbed in the past by utility installation, or if settlement - sensitive utilities are located nearby. GEOTECH CONSULTANTS, INC. Wig Properties June 20, 2006 DRAINAGE CONSIDERATIONS Foundation drains should be used where (1) crawl spaces or basements will be below the structure, (2) a slab is below the outside grade, or (3) the outside grade does not slope downward from a building. A drain on the outside of the foundation must be installed where there are truck wells to collect drainage flowing under the granular fill below the pavement. Drains should also be placed at the base of all earth - retaining walls. These drains should be surrounded by at least 6 inches of 1 -inch- minus, washed rock and then wrapped in non - woven, geotextile filter fabric (Mirafi 140N, Supac 4NP, or similar material). At its highest point, a perforated pipe invert should be at least 6 inches below the bottom of a slab floor, and it should be sloped for drainage. All roof and surface water drains must be kept separate from the foundation drain system. For the best long -term performance, perforated PVC pipe is recommended for all subsurface drains. A typical footing drain detail is included as Plate 16. If the structure includes an elevator, it may be necessary to provide special drainage or waterproofing measures for the elevator pit. If no seepage into the elevator pit is acceptable, it will be necessary to provide a footing drain and free - draining wall backfill, and the walls should be waterproofed. If the footing drain will be too low to connect to the storm drainage system, then it will likely be necessary to install a pumped sump to discharge the collected water. Alternatively, the elevator pit could be designed to be entirely waterproof; this would include designing the pit structure to resist hydrostatic uplift pressures. Water should not be allowed to stand in any area where foundations, slabs, or pavements are to be constructed. Final site grading in areas adjacent to the building should slope away at least 2 percent, except where the area is paved. Surface drains should be provided where necessary to prevent ponding of water behind foundation or retaining walls. PAVEMENT AREAS The pavement section may be supported on structural fill compacted to a 95 percent density. Because the existing near - surface site soils are silty and moisture sensitive, we recommend that the pavement subgrade in areas of new pavement consist of at least 6 inches of well- graded, coarse grained gravelly sand or crushed structural fill below the pavement section in lightly - loaded pavement areas, such as parking areas, and 12 inches in areas that will receive truck traffic. Crushed concrete can be used for this purpose. Additional granular structural fill or geotextile fabric may be needed to stabilize soft, wet, or unstable areas. To evaluate pavement subgrade strength, we recommend that a proof roll be completed with a loaded dump truck immediately before paving. The subgrade should be evaluated by Geotech Consultants, Inc., after the site is stripped and cut to grade. Recommendations for the compaction of structural fill beneath pavements are given in the section entitled General Earthwork and Structural Fill. The performance of site pavements is directly related to the strength and stability of the underlying subgrade. We completed a pavement design for the project using the two loading conditions contained in Section B of the Geotechnical Services portion of the Design Criteria manual. Based on this design, which was completed using the AASHTO Guide, we recommend that the pavement for lightly - loaded traffic and parking areas consist of at least 2 inches of asphalt concrete (AC) over 4 inches of crushed rock base (CRB) or 3 inches of asphalt- treated base (ATB). We recommend providing heavily loaded areas subjected to truck traffic with at least 4 inches of AC over 4 inches of CRB or 3 inches of ATB. Main drive lanes between the parking spots may not carry heavy truck traffic, but are subjected to loads from turning vehicles, which can do more long -term damage to GEOTECH CONSULTANTS, INC. JN 04318 -1 Page 12 Wig Properties June 20, 2006 GENERAL EARTHWORK AND STRUCTURAL FILL JN 04318 -1 Page 13 pavement sections. Long -term performance of the pavements in the drive lanes would be improved by using a pavement section of 3 inches of AC over 4 inches of CRB or 3 inches of ATB. These pavement sections are to be placed over the above - recommended thicknesses of imported structural fill. The pavement section recommendations and guidelines presented in this report are based on pavement design, experience in the area, and what has been successful in similar situations. As with any pavements, some maintenance and repair of limited areas can be expected as the pavement ages. This is especially true in areas that are underlain by compressible alluvial soils that will undergo slow, long -term settlement. To provide for a pavement design without the need for any repair would be uneconomical. All building and pavement areas should be stripped of surface vegetation, topsoil, organic soil, and other deleterious material. It is important that existing foundations be removed before site development. The stripped or removed materials should not be mixed with any materials to be used as structural fill, but they could be used in non - structural areas, such as landscape beds. Structural fill is defined as any fill, including utility backfill, placed under, or close to, a building, behind permanent retaining or foundation walls, or in other areas where the underlying soil needs to support loads. All structural fill should be placed in horizontal lifts with a moisture content at, or near, the optimum moisture content. The optimum moisture content is that moisture content that results in the greatest compacted dry density. The moisture content of fill is very important and must be closely controlled during the filling and compaction process. The allowable thickness of the fill lift will depend on the material type selected, the compaction equipment used, and the number of passes made to compact the lift. The loose lift thickness should not exceed 12 inches. We recommend testing the fill as it is placed. If the fill is not sufficiently compacted, it can be recompacted before another lift is placed. This eliminates the need to remove the fill to achieve the required compaction. The following table presents recommended relative compactions for structural fill: LOCATION OF FILL PLA EM ENT Beneath footings, slabs or walkwa s Filled slopes and behind retainin • walls Beneath pavements MINIMUM RELATIVE COMPACTION 95% 90% 95% for upper 12 inches of subgrade; 90% below that level Where: Minimum Relative Compaction is the ratio, expressed In percentages, of the compacted dry density to the maximum dry density, as determined in accordance with ASTM Test Designation D 1557 -91 (Modified Proctor). Structural fill that will be placed in wet weather should consist of a coarse granular soil with a silt or clay content of no more than 5 percent. The percentage of particles passing the No. 200 sieve should be measured from that portion of soil passing the three - quarter -inch sieve. The General section contains a discussion of considerations related to the potential reuse of on -site soils as GEOTECH CONSULTANTS. INC. Wig Properties June 20, 2006 structural fill. Crushed concrete resulting from demolition of the existing buildings could be reused as structural fill. The gradation and maximum particle size for crushed concrete will depend on its intended use, and should be discussed with the geotechnical engineer of record at the time of demolition and site earthwork. LIMITATIONS The conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our exploration and assume that the soil and groundwater conditions encountered in the test borings are representative of subsurface conditions on the site. If the subsurface conditions encountered during construction are significantly different from those observed in our explorations, we should be advised at once so that we can review these conditions and reconsider our recommendations where necessary. Unanticipated soil conditions are commonly encountered on construction sites and cannot be fully anticipated by merely taking soil samples in test borings. Subsurface conditions can also vary between exploration locations. Such unexpected conditions frequently require making additional expenditures to attain a properly constructed project. It is recommended that the owner consider providing a contingency fund to accommodate such potential extra costs and risks. This is a standard recommendation for all projects. This report has been prepared for the exclusive use of Wig Properties, LLC, and its representatives, for specific application to this project and site. Our conclusions and recommendations are professional opinions derived in accordance with current standards of practice within the scope of our services and within budget and time constraints. No warranty is expressed or implied. The scope of our services does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractor's methods, techniques, sequences, or procedures, except as specifically described in our report for consideration in design. Our services also do not include assessing or minimizing the potential for biological hazards, such as mold, bacteria, mildew and fungi in either the existing or proposed site development. ADDITIONAL SERVICES JN 04318 -1 Page 14 In addition to reviewing the final plans, Geotech Consultants, Inc. should be retained to provide geotechnical consultation, testing, and observation services during construction. This is to confirm that subsurface conditions are consistent with those indicated by our exploration, to evaluate whether earthwork and foundation construction activities comply with the general intent of the recommendations presented in this report, and to provide suggestions for design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. However, our work would not include the supervision or direction of the actual work of the contractor and its employees or agents. Also, job and site safety, and dimensional measurements, will be the responsibility of the contractor. During the construction phase, we will provide geotechnical observation and testing services when requested by you or your representatives. We can only document site work that we actually observe. It is still the responsibility of your contractor or on -site construction team to verify that our recommendations are being followed, whether we are present at the site or not. GEOTECH CONSULTANTS, INC. Wig Properties June 20, 2006 The following plates are attached to complete this report Plate 1 Vicinity Map Plate 2 Site Exploration Plan Plates 3 -15 Logs of Test Borings by Geotech Consultants, Inc. Plate 16 Typical Footing Drain Detail The following appendices are also attached to this report: We appreciate the opportunity to be of service on this project. If you have any questions, or if we may be of further service, please do not hesitate to contact us. MRM: jyb Appendix A Appendix B Logs of Previous Borings Results of Proctor, CBR and Resistivity Tests Respectfully submitted, GEOTECH CONSULTANTS, INC. Marc R. McGinnis, P.E. Principal GEOTECH CONSULTANTS, INC. JN 04318 -1 Page 15 5HAI11A 1491 <1 s t LI42TD Si 1 a LIB , KID • A. "s s i 744TH► 000 w,. 1. r. 1 4600 s v v1 14 1 .. 146TH • . ; VI .� s :1 '.r ;.tee" ; - 148T8 S. J 4200 t 1 � < S 1 9TH . 57 ■ sT S S 150TH sr ' d €< 5 s t l s:sr sr liNpYll 51 4 : ' 158TH u�O .w 60TH TN ! SOu CRESTVIEN PARR 51 _..._ -.. _1 72X8 173RD ST ;3 __175TH 176Th 5 177TH si 4 ` i . S 178T11 5T, S 179711 1141w'I ST GEOTECH CONSULTANTS, INC. i 1 5 14 S IC111 iFl�0i11 1371101 BLACK RIVER RIPARIAN FOREST SEAM 5 A te i WETLANDS (Swede: Thomas Brothers King County Street Guide and Directory, 2006) u \ 24 SY 16711 ST .SOUNDER 6 tAMTRVC CASCADES STA NON 'TION ' ' 25 RENTOR WETLANDS i.. VICINITY MAP 17200 Southcenter Parkway Tukwila, Washington I Job I Date: I Scale: I Plate: L 04318 -1 May 2006 Not to Scale 1 1 ••■■•••••••••••••••••••■••■••••••••••■••■•••••••■••••••••=1 B-7 B-6 ; For Kohl's ; i• . e • ; i • • Dedicated Parking Existing Building (To Be Removed) South 172nd Street • • • ■••■••■•••••••■••■••■•••••••■• ••■••••■••••••■••••■••• GEOTECH CONSULTANTS, INC. B-1 B-I-95 Proposed Kohl's B-4 B-3 B-2 B-2-95 B-8 B-5 0_ Approximate boring locations by Geotech Consultants Inc. 0 - Approximate previous boring locations by Dames and Moore North SITE PLAN 17200 Southcenter Parkway Tukwila, Washington 'Job I Date: I Scale: 'Plate: 04318-1 I May 2006 Not to Scale 2 26.8 Z 27 10 9 7 7 4 31 1 2 3 4 6 7 1 Gray, silty SAND, medium- to fine - grained, moist, medium -dense (FILL) FILL Brown, sandy SILT, non - plastic, very moist, medium -dense I ML 11„1 1111, 1111. SM Dark brown, silty SAND, fine- to medium - grained, wet, loose Black SAND, medium- to fine - grained, wet, loose - becomes coarse- to medium - grained Brown SILT with organics, low plasticity, very moist, medium -stiff - becomes dark gray, slightly sandy, wet I ML 8 .Lies ti Black SAND. medium- to fine - drained. wet. medium -dense 5 10 15 20 25 30 35 40 oti op iv, 4 ,44 GEOTECH CONSULTANTS, INC. BORING 1 Description BORING LOG 17200 Southcenter Parkway Tukwila, Washington IJob 04318 -1 I Date: May 2006 'Logged JM I Plate: 3 45 50 55 �� � y 00'` 4.€ BORING I (Continued) t , • '4� 0 ‘$ Description 15 14 Black SAND, medium- to fine- grained, wet, medium -dense * Test boring was terminated at 50 feet on May 16, 2006. * Groundwater seepage was encountered at 11 feet during drilling. BORING LOG 17200 Southcenter Parkway Tukwila, Washington I Job 04318 -1 May 2006 'Logged ZJM 'Plate: 4 i — _ ow _ .... — _ r _ am — _ — — — — — �r 24 3 2 6 4 1 2� 3 4 7 ' 111111 Brown, silty SAND with gravel, organics, medium- to fine - grained, moist, medium -dense (FILL) FILL X111111 111 " 1, 1111 111111 111111 111111 111111 ;::' SM M " ; Brown, sandy SILT with organics, low plasticity, moist, medium -stiff - becomes wet, soft 111 111 III III 111 111 111 111 111 111 11 11 II 11 11 11 II 11 11 II 11 II € Black SAND, medium - grained, wet, loose i ; :::,::: Black, silty SAND, fine- grained, wet, loose 1 SM SP Black SAND, medium - grained, wet, medium -dense 5 1 1 2 25 30 35 40 NS GEOTECH CONSULTANTS, INC. BORING 2 Description BORING LOG 17200 Southcenter Parkway Tukwila, Washington I Job 04318 - I May2006 I � ZJM Plate: 5 i 45 50 55 y 4 06c 4 e, ORING 2 (Continued) co , v Description MIN 17 13 21 8 0 * Test boring was terminated at 51.5 feet on May 16, 2006. * Groundwater seepage was encountered at 10.5 feet during drilling. GEOTECH CONSULTANTS, INC. Black SAND, medium - grained, wet, medium -dense - becomes coarser grained, gravelly BORING LOG 17200 Southcenter Parkway Tukwila, Washington Job 04318 -1 Date: May 2006 'Logged ZJM Plate: 6 i — — — — mm — — ... — am — No. — _ 27.8 — — — — Y 22 17 16 5 19 17 2 3 40 I IF1L1.1 Brown, silty SAND with gravel, medium- to fine-grained, moist, medium-dense (FILL) II hull I I 1 141111 41 liii, 11 ' III I III! I 1144 1111 1111 i i ,, I Brown with blue-gray, sandy SILT, low plasticity, very moist, medium-stifi Dark brown, silty SAND, fine-grained, very moist, medium-dense m M L 111111 111101 '‚Ill 111114 111111 11111 .,.., 1111 11111 1111 Black SAND with organics, medium- to fine-grained, wet, loose . .. . SM Black, silty SAND, fine-grained, wet, loose 110 I 1 SP Black SAND, coarse- to medium-grained, wet, loose 5 1 1 20 25 30 35 40 0 0 19 4i e_ 010 ts,v \S BORING 3 Description GEOTECH CONSULTANTS, INC. BORING LOG 17200 Southcenter Parkway Tukwila, Washington Job No: I Date: I Logged by: I Plate: 04318 I May 2006 ZJM 7 50 NMI WIN 55 o � t� tie �� 4 oti BORING 3 (Continued) o t o ,fop 0). Description 9 I 101 ML GEOTECH CONSULTANTS, INC. Black SAND, coarse- to medium - grained, wet, loose Dark brown SILT with organics, medium - plastic, very moist, soft - becomes sandy, no organics * Test boring was terminated at 50 feet on May 16, 2006. * Groundwater seepage was encountered at 12 feet during drilling. BORING LOG 17200 Southcenter Parkway Tukwila, Washington !Job 04318 -1 I May 2006 'Logged ZJM I Plate: 8 10 15 20 25 30 35 NIM NNW 40 — + 0'v 464,eiri 40 14t * 29.6 36 I FILL' - becomes blue-gray and wet - occasional gravel and organics - no organics GEOTECH CONSULTANTS, INC. BORING 4 Description Brown, silty SAND with gravel, medium- to fine-grained, very moist, medium-dense (FILL) Brown, silty SAND, medium- to fine-grained, very moist Black SAND with occasional silt lenses, medium- to fine-grained, wet, loose - becomes finer grained, occasional organics 41.0•••••■■••■••■••••••■•••••••••••■•■•••••• ■••••••■•■■••■•■•■•■••••■•■■•■•••■•••••••■•••••■■•■•••••••■•■•■■•■••■••■•••■■•■•■ BORING LOG 17200 Southcenter Parkway Tukwila, Washington I Job No: I Date: !Logged by I Plate: 04318-1 May 2006 I ZJM I 9 45 50 NOP IMMO 55 t 5 � BORING 4 (Continued) ik,e +0 .41040 0 4e �4 �r 4 \e, g� Description 20 11 8 sP J - becomes coarser, no organics * Test boring was terminated at 51.5 feet on May 16, 2006. * Groundwater seepage was encountered at 9.5 feet during drilling. BORING LOG 17200 Southcenter Parkway Tukwila, Washington Logged by: Jvb 04318 -1 May 2006 I ZJM ' Plate: 10 I 10 15 20 25 30 35 40 NMI NMI IMP MIM ONE MOM MEI 'co 6, � 5 �° ° r ti e 010 19.7 27 13 7 I FILL I ML uu ISP BORING 5 Description Brown with gray, silty SAND with gravel and occasional organics, medium- to fine- grained, moist, medium -dense (FILL) Brown, sandy SILT to silty SAND, occasional organics, medium - plastic, very soft - becomes wet Black SAND, medium - grained, wet, loose becomes coarse- to medium- grained Brown, slightly sandy SILT with organics, medium- plastic, very moist, soft Black SAND, medium- t� fine - grained, wet, medium -dense BORING LOG 17200 Southcenter Parkway Tukwila, Washington 'Job 04318 -1 May 2006 'Logged j M I Plate: 45 50 MEI 55 BORING 5 (Continued) 4 1&' §) tre;( Description 010 ts,( 12 10 10 8 9 10 * Test boring was terminated at 51.5 feet on May 16, 2006. * Groundwater seepage was encountered at 12 feet during drilling. GEOTECH CONSULTANTS, INC. effIRIMIPMMIS - becomes coarse- to fine-grained -becomes medium- to fine-grained BORING LOG 17200 Southcenter Parkway Tukwila, Washington Job No: I Date: 'Logged by: I Plate: 04318-1 May 2006 I ZJM 12 10 15 NMI 20— , i p 010 27 I FILL I GEOTECH CONSULTANTS, INC. •11.M.I! BORING 6 Description Brown, silty SAND with gravel, medium- to fine-grained, very moist, medium-dense (FILL) Brown, silty SAND, medium- to fine-grained, very moist, loose * Test boring was terminated at 15 feet on May 16, 2006. * Groundwater seepage was encountered at 10 feet during drilling. BORING LOG 17200 Southcenter Parkway Tukwila, Washington I Job No: I Date: Logged by I Plate: 04318-1 I May 2006 I ZJM I 13 I 10 15 —" 27.2 20— 30 10 3 I FILL( EN BORING 7 Description Brown, silty SAND with gravel, medium- to fine- grained, moist, dense (FILL) Brown with blue -gray, sandy SILT, non - plastic, very moist, wet, loose Black, slightly silty SAND with organics, fine - grained, wet, loose * Test boring was terminated at 15 feet on May 16, 2006. * Groundwater seepage was encountered at 10 feet during drilling. BORING LOG 17200 Southcenter Parkway Tukwila, Washington i Job 0431 &1 ` May 2006 I ZJM I Plate: 14 10 15 Irma RIM NIB 0 io ,ce Sos" �g 50.8 23 11 [FILL' • ML GEOTECH CONSULTANTS, INC. BORING 8 Description Brown, silty SAND with gravel, with iron staining, medium- to fine - grained, moist, medium -dense (FILL) Brown with blue -gray SILT with organics, low plasticity, very moist, medium -stiff - becomes wet, soft Black SAND, medium- to fine - grained, wet, loose * Test boring was terminated at 15 feet on May 16, 2006. 20.... * Groundwater seepage was encountered at 10 feet during drilling. BORING LOG 17200 Southcenter Parkway Tukwila, Washington I Job No: I Date: ` logged by: I Plate: 04318 -1 May 2006 l ZJM 15 Slope backfill away from foundation. Provide surface drains where necessary. * O O O • 0 0 0 0 0 0 0 0 0 0 0 0 o:o o :o :o ° cOo Oo O ° O° o Backfill (See text for requirements) Nonwoven Geotextile Filter Fabric Washed Rock ` Possible Slab (7/8" min. size) 4" min. 4" Perforated Hard PVC Pipe (Invert at least 6 inches below slab or crawl space. Slope to drain to appropriate outfall. Place holes downward.) NOTES: (1) In crawl spaces, provide an outlet drain to prevent buildup of water that bypasses the perimeter footing drains. (2) Refer to report text for additional drainage, waterproofing, and slab considerations. GEOTECH CONSULTANTS, INC. Tightline Roof Drain (Do not connect to footing drain) • O o O 0-0;:110°.e.•:110 o •: 0 o•• 0 0 0° • .• to. ' • • O O •. Vapor Retarder/Barrier and Capillary Break/Drainage Layer (Refer to Report text) FOOTING DRAIN DETAIL 17200 Southcenter Parkway Tukwila, Washington Job i Date: I Scale: 'Hate: 04318 -1 ! May 2006 Not to Scale 16 APPENDIX A - Logs of Previous Borings Kohl's Department Store 17200 Southcenter Parkway Tukwila, Washington GEOTECH CONSULTANTS. INC. 22.9 26.9 34.2 51.4 37 19 12 20 13 18 AT o f —5 —10 — 15 — 20 — 25 35 ML ML ML BORING B -1 -95 Surface Elevation: 23.7± Mottled ray and reddish brown fine sandy silt (moist) Chord) (fill). Grodes to very stiff. Gray silt (wet) (stiff). Grades to very stiff. Block fine to medium sand (wet) (loose). Grades to medium dense. Gray silt with trace organic material (wet) (soft). LOG OF BORING Dames & Moore Job No. 00443-181-016 PLATE A -1 rn o+ 0 r) N 0 0 J u 0. U, N N 0) 0) 0 N F u rn 0 0 J 28.0 4. 26 31 35 40 45 55 60 65 70 ML SP BORING B -1 -95 Grades to medium stiff. Grades to dense. (Continued) Black fine to medium sand (wet) (medium dense). Boring completed at depth of 49 feet on 10/25/95. Ground water level not determined. LOG OF BORING Dames Sc Moore Job No. 00443 - 181 -016 PLATE A -2 o, a, i n 0 N C9 0 n U) rn rn rn a 1- a d 0) 0 0 J 32.6 2 8.9 29.0 26.3 86 91 90 95 17 19 10 13 11 10 0 10 15 20 25 30 35 ML ML SP ML BORING B -2 -95 Surface Elevation: 23.7± Gray mottled reddish brown fine sandy silt (moist) (very stiff) (fill). Grades to stiff. Gray fine sandy silt (wet) (medium stiff). Black fine to medium sand (wet) (loose). Grades to medium dense. Gray silt with wood pieces (wet) (soft). LOG OF BORING Dames & Moore Job No. 00443-181-016 PLATE A -3 40.5 76 o � Q 17 23 35 —40 45 55 —60 —65 70 ML BORING B -2 -95 (Continued) Black fine to medium sand (wet) (medium dense). Boring completed at depth of 49 feet on 10/25/95. 50 Groundwater encountered at depth of 12 feet. LOG OF BORING Dames & Moore Job No. 00443 -181 -016 PLATE A -4 APPENDIX B — Results of Proctor, CBR and Resistivity Tests Kohl's Department Store 17200 Southcenter Parkway Tukwila, Washington GEOTECH CONSULTANTS, INC. Point 1 2 3 4 -3✓4' - - nat. MC Mold + Wet Soil 24.15 24.52 24.43 Mold 14.23 14.23 14.23 Wet Soil 9.92 10.29 10.2 . Factor 0.075 0.075 0.075 Wet Density 132.3 137.2 136.0 ns Pan + Wet Soil 836.74 761.86 809.80 ■ 1231.70 Pan + Dry Soil 784.21 698.65 748.18 1099.00 Moisture Loss 52.53 63.21 61.62 132.7 Pan Tare 221.58 214.15 210.38 210.40 Dry Soil 562.63 484.5 537.8 888.6 Moisture Content 9.3% 13.0% 11.5% 14.9% Dry Density 121.0 121.4 122.0 Corr. Moisture Corr. Dry Density VW 145 140 135 130 125 120 - - - - : ns 110 ■ 100 0% 5% 10% 15% 20% 25% Motetroa Content (%) 30% 35% 100% Saturation (Gs -255) Job Name: CEDTECH•04318.1 Job Number- 1174-004-00 Boring # Sample #: 1 Depth: Date: 5.24.06 Tested by: Braydan Soil Description: Brown silty fc sand with occ. gravel 15M1 MDD (pcf) 122.0 OMC (%) 11.5 A =Corrected Values 0 .Uncorrected Values Gravel Weight 0.78 Soil Minus Gravel 55:11 Total Soil Weight 55.87 % Gravel 1.4 Grave! Size +3/4' ASTM Gravel Correction Require Yes EOENGINEERS� 5/31/20C ASTM D1557 .1" 2 " Job: Geotech Consultants #04318 -1 Date: 5 -30-06 Boring: B-6 .c 2 700 i. 600 C c 0 a 500 .2 C C c. 400 C O h 300 ( -«-10 Blows -+--25 Blows -+--56 Blows I 1000 900 800 200 100 0 Load - Penetration r I I I p f f 0.00 0.10 0.20 0.30 0.40 Penetration In Inches 0.50 Sample #: No. of Blows Remolded moisture content Dry Density of remold (pcf) % maximum dry density Moisture content after soak Dry Density after soak (pcf) % maximum dry density Swell (% of initial height) Bearing Ratio @ 10 Blows Bearing Ratio @ 25 Blows CBR Dry Density (pcf) 7.0 6.5 111.4 111.4 . 1" .2" 22.0 22.3 118.1 118.1 Job#: 1174 - 004-00 Sample: N/A Depth: 0-5.0' A 111.4 CBR Dry Density (pcf) 60.0 50.0 40.0 v 30.0 20.0 10.0 0.0 • A 110 Dry Density vs. CBR 115 120 Dry Density (pcf) 125 --• -10 Blows --IS- 25 Blows -A- 56 Blows Optimum Moisture Content Max Dry Density (pcf) B 110.9 116.5 . 1" A I B I C 118.1 C 11.3 11.3 11.3 .2" 122.9 I 91.3% I 96.8% 1 100.7 %' 16.3% 14.3% 12.0% 122.1 90.9% I 95.5% 1 100.1 % I 0.0 I 0.0 0.0 Bearing Ratio @ 56 Blows CBR Dry Density (pcf) 48.5 54.0 122.9 122.9 11.5 122.0 Boring # 9-8 B-8 Sample # A B Depth 0.0-5.0' 0.0-5.0' -- —..„---. ...o... •-,,, s- "4, Kir...... t..... t,e.',....,' 43.rra ......... 7 77-74 ...4... ....77,77. i 1,..........77,7*-i7-47•7477v..7. U.4.1,4 4..1.4101.1X ..,..........- Dilution 10 10 Correction 1.28 2.66 504 Reading 9.72 7.06 [504] (mg/I) 84.4 44.0 Job Name : GeoEngineers Date : 5-30-06 504 Concentration Resistivity Geotech Consultants #04318-1 Job Number : 1174-004-00 Tested By: Clayton Boring # Sample # Depth Resistivity (ohm B-8 A 0.0-5.0' ?7 7 4.5 x 10 B-8 B 0.0-5.0' 5.2 x 10 Note : 'POI-116 6_011,44 AmoklIA4r.itla = 0144/14 = "%. 114514tfez_1 1140141 JC 2.0 0q_PA 1ik14_ L4Lw qt20 -IU AWA -1 44e-- I 4 - • EL 14421444 1 = I Y. JO `toikivt - 1 = to too Pr LESHYA WIG 4811 134 PL SE BELLEVUE WA 98006 RE: Permit No. D07 -165 17100 SOUTHCENTER PY TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a fmal inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or fmal inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be In wrltinz and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 06/24/2008 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: 05 -08 -2008 er Marshall, t Technician Permit File No. D07 -165 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 January 8, 2008 Leshya Wig Wig Properties LLC -SS 4811 — 134 Place SE Bellevue, WA 98006 City of Tukwila Department of Community Development Jack Pace, Director RE: Release of Performance Bond Southcenter Square Dear Ms iii 11 Sincerely, Brenda Holt Permit Coordinator encl xc: This letter authorizes release of the performance bond posted for the installation of the remaining landscaping and patio work for the property located at 17100, 17250 Southcenter Py, Tukwila, WA. This scope of work has installed and received approval by the City planning department. If you should have any questions, please contact our office at (206)431 -3672. q:\documents \bond release\d05 -206 — release letter.doc bh Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 r August 16, 2007 Leshya Wig 4811 134 Pl SE Bellevue WA 98006 RE: CORRECTION LETTER #1 to REVISION #1 Development Permit Application Number D07 -165 Southcenter Square —17100 Southcenter Py Dear Ms. Wig, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Department. At this time the Building, Fire, and Public Works Departments have no comments. Planning Department: Moira Bradshaw at 206 431 -3651 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3760. Sincerely, end File No. D07 -165 shall ician City of Tukwila Department of Community Development P:\Pemrit Center\Correction Letters \2007\D07 -165 Corr Ltr #1 to Rev #1.DOC Jem Steven M Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Interdepartmental Memo To: Permit Division From: Moira Carr Bradshaw, Senior Planner Department of Community Development Planning Division 206 431 -3651; mbradshaw @ci.tukwila.wa.us Date 16 August 2007 Subject: D07 -165 Incomplete Please provide elevations of modifications to show changes to South and North Building elevations. Please provide revised Landscape Plan to reflect changes on Site Plan. Reid iddleton July 19, 2007 File No. 262007.005/01002 Mr. Bob Benedicto, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — Final Submittal Southcenter Square, Site Structures (D07 -165) Dear Mr. Benedicto: RECEWED 'JUL 2 0 2007 conewu .ti DEVELOPMENT We reviewed the proposed project for compliance with the structural provisions of the 2003 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The permit applicant has responded successfully to our comments. Note that all but Sheets A0.0, A2.8, A2.8A and A2.8B do not bear our review stamp. The other sheets are applicable to the architectural design. The original architectural drawings are enclosed for your reference. Individual revised architectural sheets were submitted in response to our initial plan review for insertion into the original drawing set. The other sets of drawings should be reconciled in preparation for permit issuance. These revised sheets are: A0.0, A2.8, A2.8A and A2.8B. Special inspections by the geotechnical engineer should be provided as recommended in the geotechnical report by Geotech Consultants, dated January 5, 2005. The following is a summary: 1. Site excavation and grading. 2. Placement of structural fill and soil compaction. 3. Verification of soil- bearing capacity. Structural special inspections by qualified special inspectors do not appear warranted for this project, which appears to be work of a minor nature, but if it is determined otherwise, the applicable special inspections are noted below. 1. Concrete placement at concrete construction: Continuous. 2. Reinforcement at concrete construction: Periodic. 3. Anchor bolts /rods at concrete foundation: Continuous. Engineers Planners Surveyors Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fox: 425 741 -3900 Mr. Bob Benedicto, Building Official City of Tukwila July 19, 2007 File No. 262007.005/01002 Page 2 4. Fabrication and erection of structural steel: Periodic. 5. Structural welding of structural steel: Periodic. The "red- lined" revisions noted below were made to the drawings with the concurrence of the structural engineer. The other sets of drawings should be reconciled in preparation for permit issuance. 1. Sheet A2.8A. Add fillet weld for HSS -to -plate connection at Detail 20. Enclosed are five sets of the revised architectural sheets that provide a structural design for the site structures, one set of the original drawings, structural calculations, geotechnical report, and correspondence from the architect and structural engineer for your records. If you have any questions or need additional clarification, please contact us. Sincerely, Reid �, iddleton, • , 4 0.111,_asmP flip Brazil, P.E., S.E. enior Engineer Enclosures cc: Leshya Wig, Wig Properties (by e-mail) Arthur Chang, Freiheit and Ho (by e-mail) Charles Griffes, CT Engineering (by e-mail) Brenda Holt, City of Tukwila (by e-mail) dop:\ doc\ 26\ planrevw \tkwila \07 \t010r2.doc \prb Suzanne Knudson Engineer Reid iddleton fi� Structural June 22, 2007 Reid Middleton, Inc. 728 134th Street SW Everett, WA 98204 ATTN: Mr. Philip Brazil, PE, SE Geotechnical 'X Nora Ng Southcenter Plans Review Response_S Bldg 06 -22 -07 UEIT & HO ECTS, INC., P.S. 10940 1 33 PLACE SUl88202 BELLEVUE WA 98004 P:425.827.2100 F:425.828.6899 • Re: Response to comment letter dated June 19, 2007 from Reid Middleton. File No. 262007.005/01001 1. Please see attached copy of a report from the geotechnical engineer specifying the recommended soil bearin capacity and the required inspection. Structural calculations have been revised to include the recommendations made by the geotechnical engineer. 6. Architectural Drawings, Sheets A0.0, A2.8, A2.8A, A2.8B have been revised and clouded with revision triangle #11 and dated 06/22/07 in response to detail reference call -outs. 7. A. See detail 15/A2.8A for connection detail of HSS joist to WT section and bolted connection call - out. B. Ridge beam is actually the intersection of hip rafters which are shop welded w/ 3/16" fillet weld. C. Assuming the reference should be 24/A2.8A in review letter, the connections are shop welded. The entire roof frame rafters, ring beam, and stub columns are manufactured in the steel shop, shipped to site and welded at connections noted in detail 25/A2.8A. If you have any additional questions, or comments, please advise as soon as possible. Sincerely, FREIHEIT & HO ARCHITECTS, INC., P.S. C T E N G I N E E R N G Structural: Item 2. See item one. Items 6 & 7. Refer to the Architect. Structural Engineers PLLC Structural response to City Comments for Site Structures at Southcenter Square Tukwila, WA Response to comment letter dated June 19, 2007 from Reid Middleton. File No. 262007.005/01001 Item 1. We concur with the reviewer that due to the minor nature of the work special inspection is not required. However some special inspection as required by the manufactures of some products will be needed. Item 3: Structural notes have been added to the drawings indicating loads and structural materials. Item 4. A section of the notes, noted in item 3 will cover the lateral force resisting system and the corresponding factors. Item 5. Refer to the calculation sheet #3. The ridge beam spans between the hip /ridge intersections. The hips form a truss with the tension ring. The thrust forces are transferred to the tension ring via bolts (sections 3 & 4/A2.8B). 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285- 4512(V) (206) 285 -0618(F) Reid iddleton June 19, 2007 File No. 262007.005/01001 Mr. Bob Benedicto, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — First Submittal South Center Square (D07 -165) Dear Mr. Benedicto: We reviewed the proposed project for compliance with the structural provisions of the 2003 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The permit applicant should address the comments below. Note that the "WSxx" code references are to Washington State Amendments of the applicable code. Responses to the review comments below should be made in an itemized letter form. We recommend the permit applicant have the geotechnical engineer and structural engineer respond and resubmit two sets of the revised drawings with structural details and one copy of the supplemental structural calculations for additional review. All information should be submitted directly to Reid Middleton, Inc. Geotechnical 1. A report by the geotechnical engineer should be submitted to specify the recommended soil bearing capacity and the required inspection. Structural calculations should be revised to include the recommendations made by the geotechnical engineer. Structural General fu D 20 2001 1. Structural special inspections by qualified special inspectors do not appear warranted for this project, which appears to be work of a minor nature, but if it is determined otherwise by the building official, the applicable special inspections are noted below. Drawings should be modified to list any required inspection, See IBC Section 1704.1. a. Concrete placement at concrete construction: Continuous, see also Section 1704.4. b. Reinforcement at concrete construction: Periodic, see also Section 1704.4. Engineers Planners Surveyors Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 Mr. Bob Benedicto, Building Official City of Tukwila June 19, 2007 File No. 262007.005/01001 Page 2 c. Anchor bolts /rods at concrete foundation: Continuous, see also Sections 1704.4 and 1707.1. d. Anchor bolts /rods at hold -downs of wood -framed lateral- force - resisting system: Continuous, see also Sections 1704.4 and 1707.1. e. Masonry construction, including mortar, reinforcement and structural connections: Periodic, see also Section 1704.5.2. f. Grout placement at masonry construction: Continuous, see also Section 1704.5.2. g. Masonry construction, including placement of masonry units, mortar, reinforcement and structural connections: Periodic, see also Section 1704.5.3. h. Fabrication and erection of structural steel: Periodic, see also Section 1704.3. i. Structural welding of structural steel for single -pass fillet welds (maximum 5/16- inch): Periodic, see also Section 1704.3. j. Structural welding of structural steel, other than single -pass fillet welds (maximum 5/16- inch): Continuous, see also Section 1704.3. k. Erection of prefabricated steel structure: Periodic, see also Section 1704.3. 1. On -site structural welding at prefabricated steel structure for single -pass fillet welds (maximum 5/16- inch): Periodic, see also Section 1704.3. m. On -site structural welding at prefabricated steel structure, other than single -pass fillet welds (maximum 5/16- inch): Continuous, see also Section 1704.3. n. High - strength bolting of structural steel other than slip - critical: Periodic, see also Section 1704.3. 2. Structural tests by qualified special inspectors and other methods of verification, as applicable, may be required by the building official. Drawings should be modified to list any required test. The following is a summary: a. Testing of concrete for specified compressive strength (f air content and slump. See IBC Table 1704.4. 3. Structural notes should be provided in the General Notes section of the plan. Drawing should be revised to show the loading used as the basis of design including dead loads, live loads, wind and snow loads, and seismic loads. 4. Drawings should be revised to indicate the proposed lateral force resisting system and the corresponding seismic modification factor used. Vertical 5. The applicant should provide substantiating data verifying the load path of the landscape pavilion roof. Reid iddleton Mr. Bob Benedicto, Building Official City of Tukwila June 19, 2007 File No. 262007.005/01001 Page 3 6. Numerous details have the incorrect callout for references to other details or section cuts. For example, detail 17/A2.8 calls out detail 22 /A2.8 for the ridge beam. Detail 22/A2.8 does not show the ridge beam, but is the Trellis Plan Detail. The applicant should revise the references to show the details. 7. It appears that at numerous locations, a positive connection between members has not been provided. The applicant should revise the drawings and include adequate connection between members for transfer of loads. The following locations are examples of inadequate connections. a. Detail 20/A2.8A doesn't appear to be show how the HSS joist is connected to the WT section. a. Verify how the ridge beam is connected to the hip members shown in detail 7/A2.8A. a. The connection in detail 4/A2.8A between the HSS hip member and HSS beam is not apparent. Corrections and comments made during the review process do not relieve the permit applicant or the designers from compliance with code requirements, conditions of approval, and permit requirements; nor are the designers relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This review is for general compliance with the International Building Code as it relates to the project. If you have any questions or need additional clarification, please contact us. Sincerely, Reid Middleton, Inc. `i iw�C •_._ Farhad Ro s w h a nz amir, P.E. Senior Engineer Suzanne Knudson Engineer cc: Leshya Wig, Wig Properties (by surface mail) Arthur Chang, Freiheit & Ho Architects, Inc. P.S. (by surface mail) Charles T. Griffes, Jr., CT Engineers (by surface mail) dop : \doc\26 \planrevw \tukwila \07 \tO l Orl .doc \prb Reid iddleton WO Qty Plant Comments gtc# o Size Spacing Moira Bradshaw - Southcenter Development response to additonal ROW planting (East Street) request by COT The subject area is on the east side of East street and includes planting beds adjacent to the curb and along the sidewalk. The project superintendent estimates that there is about 4' width x 600 linear feet of beds with existing shrubs at the centerline of the plant bed. I will be on -site early next week and will confirm the areas and provide any revisions to quantities based on what the actual existing conditions to be. Please let me me know if for any reason there is not sufficient response regarding the landscape in order to approve the currently submitted permit. Page 1 of 2 From: "Ray Robinson" <R.Robinson @I -S- D.com> To: <mbradshaw @ci.tukwila.wa.us> Date: 06/07/2007 2:29 PM Subject: Southcenter Development - response to additonal ROW planting (East Street) request by COT CC: <mweflen @ccser.com >, "Leshya Wig" <leshyawig @wigproperties.com >, <monwig @wigproperties.com >, "Sonny Vinberg" <svinberg @FHOARCH.COM >, "Arthur Chang" <AChang @FHOARCH.COM >, "Tim Dust" <tim @nlswa.corn> Dear Moira, Base on our discuss today and per your recent faxes, the additional plantings will be provided as a condition of receiving permit approval for site work at the Southcenter porject. I propose that Rubus calycinoides, a drought tolerant groundcover be planted on each side of the existing shrubs with the following specifications: 500 Rubus calycinoides 4" pots 2' o :. 90% coverage within 3 years I understand that there will be a 3 year maintenance period, and that plant and plant quantity information will be sufficient to appove the permit . file: / /C:\Documents and Settings\Moira\Local Settings \Temp\XPGrpWise \46681632tuk -... 06/07/2007 Thanks Ray Robinson INTEGRATED SITE DESIGN Inc. 12743 26th Avenue NE Seattle, WA 98125 p. 206.363 -9049 f. 206.362 -6460 www. -s -d.com Page 2 of 2 file: / /C:\Documents and Settings\Moira\Local Settings \Temp\XPGrpWise \46681632tuk -... 06/07/2007 May 22, 2007 Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 RE: Structural Review Southcenter Square — D07 -165 17200 Southcenter Py, Tukwila Dear Mr. Swanson: Please review the enclosed plans and documents for structural compliance with the 2003 International Building Code. If you should have any questions, please feel free to contact me at (206)431 -3672. Sincerely, Brenda Holt, Permit Coordinator encl xc: Permit File No. D07 -165 *.„ City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director H:\Documents\Structural Consultant\D07 -165 - structural review.DOC Page 1 of I bh 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 May 14, 2007 Leshya Wig 4811 134 P1 SE Bellevue WA 98006 Dear Ms. Wig: 4 rr' City of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application # 1 Development Permit Application D07 -165 Southcenter Square — 17200 Southcenter Py This letter is to inform you that your permit application is determined to be incomplete. Before your application can continue the plan review process the following items from the following department needs to be addressed: Building Department: Ken Nelsen, at 206 431 -3677, if you have any questions concerning the attached comments. 1. A structural review is required. In order to facilitate this review please provide a soil report, structural calculations, and structural plans. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one fox your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. 4itikait4/ Enclosures File: D07 -165 arshall hnician P:\Permit CenterUncomplete Letters\2007\D07 -165 Incomplete Ltr #1.DOC jem Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 February 6, 2007 Leshya Wig 4811 134 Place SE Bellevue, WA 98006 City of Tukwila Department of Public Works James E Morrow, P.E., Director SUBJECT: CORRECTION LETTER #2 Public Works Permit Application Number PW06 -158 Southcenter Square Aboveground Site Improvements Dear Ms. Wig: This letter is to inform you of corrections that must be addressed before your permit can be approved. Moira Bradshaw, Senior Planning with the Planning Division, has reviewed your application and has attached comments and /or corrections. Steven M. Mullet, Mayor The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your review does not require revised plans, but requires additional reports or other documentation, please submit four (4) copies of each document. In order to expedite your application, a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mall or by a messenger service. If you have any questions, please contact me at the City of Tukwila Public Works Department at (206) 433 -7184. Sincerely, 0 I yt:/6-f-/CA-C, Laurie Werle Permit Technician enclosures 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 433 -0179 • Fax: 206 - 431 -3665 To: Permit Division Date: 5 February 2007 Interdepartmental Memorandum From: Moira Carr Bradshaw, Senior Planner Department of Community Development Planning Division 206 431 3651; mbradshaw @ci.tukwila.wa.us Subject: PW06 -158 Correction #1 Request for Corrections Sheets A2.0, 2.1 and 2.13 (1) • Eliminate stairs and paths on northern side of North building; • Add tree pits along north side of north street; • In southeast intersection of north street and Southcenter PY, widen sidewalk to a minimum of 10 feet (inclusive of tree pits;) • In northeast corner of North Street and Southcenter PY widen sidewalk to a minimum of 6 feet — consider creating a narrower curb radius. Sheets A2.0 and 2.2 Remove stairway from public sidewalk • Sheets A2.0 and 2.4 Increase size of recycling space for Petco and Nordstrom Rack to meet minimum code of 253 square feet; concerned about workability of recycling area for Nordstrom Rack. Sheets A 2.0 and A2.4 and 2.5 Consider alignment, location and design of planters with the aim of creating useable space — outdoor patio, focal points, framing space. Sheets L2.1, 2.2, 2.3 Provide plants along east edge of East Street. See treatment for 4 foot area along north edge — recommend low groundcover versus shrubs. This edge is the same as the north edge that is being planted. Q: \penneys \PW06 -158 Correction #1.doc 10940 NE 33 PLACE SUITE 202 BELLEVUE, WA 98004 P:425.827.2100 F:425.828.6899 March 20, 2007 FREIHEIT & HO ARCHITECTS, INC., P.S.. City of Tukwila Department of Community Development Planning Division 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 ATTN: Moira Carr Bradshaw, Senior Planner Re: PW# 06 -158 — Request for Corrections Dear Moira, This letter is in response to your Interdepartmental Memorandum, dated February 5, 2007. I have responded to each of the review comments in bold, italics, below each of the comments: 1. Sheets A2.0, 2.1 and 2.13 - Eliminate stairs and paths on northern side of North building; Stairs and paths have been removed on the northern side of the North building. Please see attached drawings. -Add tree pits along north side of north street; Three tree pits were added along the north side of the north street. Please see attached drawings. -In southeast intersection of north street and Southcenter PY, widen sidewalk to a minimum of 10 feet (inclusive of tree pits;) Sidewalk at southeast intersection of north street and Southcenter PY have been widened to 10 feet including tree pits. Please see attached drawings. -In northeast corner of North Street and Southcenter PY widen sidewalk to a minimum of 6 feet — consider creating a narrower curb radius. Sidewalk at northeast corner of North Street and Southcenter PY have been widened to 6 feet. Please see attached drawings. 2. Sheets A2.0 and 2.2 - Remove stairway from public sidewalk. Stairway has been removed from the public sidewalk. Please see attached drawings. 3. Sheets A2.0 and 2.4 - Increase size of recycling space for Petco and Nordstrom Rack to meet minimum code of 253 square feet; concerned about workability of recycling area for Nordstrom Rack. Nordstrom Rack will be providing their own inside baler for recycling and therefore will not require outside recycling bins. Southcenter Square PW# 06 -158 Permit Responses 03.20.07 RECEIVED :MAR 2 7 2007 TUKWILA PUBLIC WORKS fttiO4-6k Response to Determination of..tonsistancy March 20, 2007 Page 4. Sheets A2.0 and A2.4 - Consider alignment, location and design of planters with the aim of creating useable space — outdoor patio, focal points, framing space. Planters have been re- designed to include benches on both sides and have been moved farther from the building to create a greater useable outdoor space. In addition, decorative pedstrian light poles have been added along the walkway to help create the outdoor space. Please see attached drawings. 5. Sheets L2.1, 2.2, 2.3 - Provide plants along east edge of East Street. See treatment for 4 foot area along north edge — recommend low groundcover versus shrubs. This edge is the same as the north edge that is being planted. Please see attached response letter and drawings from ISD. If you have any questions regarding the revised drawings, please don't hesitate to call us at (425) 827- 2100. Sincerely, FREIHEIT & HO ARCHITECTS, INC., P.S. Sonny yinberg, RA, APA Associate Southcenter Square PW# 06 -158 Permit Responses 03.20.07 ISD Attn: Sonny Vinberg Freiheit & Ho Architects, Inc. 10230 NE Points Dr., Suite 300 Kikland, WA 98033 Re: Southcenter Square Project — Response to Public Works (PW06 -158) Correction Letter Date: March 26, 2007 Mr. Vinberg, The following is a summary of the municipal correction letter dated 2 -05 -2007 and identified as PW 06 -158, with our responses for your use in re- submittal to the City of Tukwila. Municipal Request for Corrections: Related to Sheets L2.0, 2.1 and 2.2 1. Municipal Comment: Provide plants along the edge of East Street. See treatment for 4 foot area along the north edge — Recommend low groundcover versus shrubs. This edge is the same as the North edge that is being planted. ISD Response: Please let me know if there are any other issues that need our attention. Sincerely, INTEGRATED SITE DESIGN The subject planting area is located between the north side of North Street and the adjacent property and is Continuous from the west side of East Street to South Center Parkway. The function of this planting is to provide visual screening. The neighboring site is used primarily for semi -truck egress and parking whose character is largely a non vegetated vast expanse of asphalt paving. The primary use of the subject property is for retail sale with auto egress and parking as well as pedestrian circulation. North Street is proposed to have new paving, sidewalks, and street trees. The subject planting area provides a necessary separation between a more utilitarian function and a high end retail facility. In summary, we feel that the currently proposed planting of varied height, scale, texture, and largely plants of water conserving characteristics best achieve the goal of screening while being cognizant of the need to conserve water. Ray Robinson Principal in Charge / Integrated Site Design Project Landscape Architects for the Wig Properties — Southcenter Square project ■ 12743 26th Avenue NE I Seattle, WA 98125 ■ p.) 206.363.9049 I f.) 206.362.6460 I e.) r.robinsoncsi- s -d.com Interdepartmental Memorandum To: Permit Division From: Moira Carr Bradshaw, Senior Planner Department of Community Development Planning Division 206 431 3651; mbradshaw @ci.tukwila.wa.us Date: 5 February 2007 Subject: PW06 -158 Correction #1 Request for Corrections Sheets A2.0 and 2.2 Remove stairway from public sidewalk Q:\penneys\PW06 -158 Correction #1.doc Sheets A2.0, 2.1 and 2.13 (1) • Eliminate stairs and paths on northern side of North building; • Add tree pits along north side of north street; ■ In southeast intersection of north street and Southcenter PY, widen sidewalk to a minimum of 10 feet (inclusive of tree pits;) • In northeast corner of North Street and Southcenter PY widen sidewalk to a minimum of 6 feet — consider creating a narrower curb radius. Sheets A2.0 and 2.4 Increase size of recycling space for Petco and Nordstrom Rack to meet minimum code of 253 square feet; concerned about workability of recycling area for Nordstrom Rack. Sheets A 2.0 and A2.4 and 2.5 Consider alignment, location and design of planters with the aim of creating useable space — outdoor patio, focal points, framing space. Sheets L2.1, 2.2, 2.3 Provide plants along east edge of East Street. See treatment for 4 foot area along north edge — recommend low groundcover versus shrubs. This edge is the same as the north edge that is being planted. 10940 NE 33 PLACE SUITE 202 BELLEVUE, WA 98004 P:425.827.2100 F:425.828.6899 January 20, 2007 FREIHEIT & HO ARCHITECTS, INC., P.S. City of Tukwila Public Works 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188-2544 ATTN: Dave McPherson Moira Carr bradshaw, Senior Planner Re: Southcenter Square —17200 Southcenter Parkway, PW# 06-158 "Aboveground Improvements" Dear Dave and Moira, This letter is in response to the letter from Jill Mosqueda, dated December 28, 2006. I have responded to each of the review comments in bold, italics, below each of the comments: 1. Please resolve the discrepancies between irrigation plan in this permit and the civil plan sheet C10. Please note that two of the deduct meters shown on the plans are reallywater only meters. Please see attached response letter from Bush, Roed & Hitchings, Inc. Dated 1 -10 -07 and related drawings. 2. Please provide more detail for the channelization /striping at the accesses. Please see attached drawings and details previously submitted in original Public Works submittal package dated 11- 22 -06. Please see attached drawings referencing those same drawings and details. If you have any questions regarding the revised drawings, please don't hesitate to call me at (425) 827- 2100. Sincerely, FREIHEIT & HO ARCHITECTS, INC., P.S. Sonny Vinbe s, RA, APA Associate Southcenter Square PW# 06 -158 Permit Responses_Dave McPherson_1- 22- 07.doc CORRECTION LTR# RECEIVED JAN 2 3 2007 TUKWILA PUBLIC WORKS ?woc-iss orAl ERN January 10, 2007 Mr. Dave McPherson City of Tukwila Public Works 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 -2544 Re: Southcenter Square —17200 Southcenter Parkway, PW 06 -158 "Aboveground Improvements" City Review Letter dated 12 -28 -06 Dear Dave: This letter is in response to the letter from Jill Mosqueda dated 12 -28 -06. I have responded to each of the review comments in bold, italics below each of the comments: 1.) Please resolve the discrepancies between the irrigation plan in this permit and the civil plan sheet C10. Please note that two of the deduct meters shown on the plans are really water only meters. Our plans have been updated to conform with the irrigation plans. A meter having a separate tap to a main (private or public) is a water only meter and must have a separate backflow prevention device to protect the public water supply. No action necessary. A deduct meter is installed downstream of a permanent water meter. If it is installed downstream of the meter and RPBA, then Public Works will not require a backflow prevention device. (However, in this example, the plumbing code may require one for in- premises isolation.) No action necessary. 2.) Please provide more detail for the channelization/striping at the accesses. Please see the architectural site plan for this information. If you have any questions regarding the revised plans please don't hesitate to call me at (206) 323 -4144. Sincerely, . Decker, PE enror Project Manager Busk o Rood BUS ; ' OED & HITCI t INC. fi NOtchOrngs Encu Civil Engineers and Land Surveyors L C) RE :Tioi F .TR #_ / 4 0th & HIroy, co ANNIVERSARY '4 E WASO RECEIVED JAN 2 3 2007 TUKWILA PUBLIC WORKS 2009 Minor Avenue East, Seattle, Washington 98102 -3513 Phone: (206) 323 -4144 / (800) 935 -0508, Fax: (206) 323 -7135, Internet: www.brhinc.com pwoG -lSS January 20, 2007 FREIHEIT & HO ARCHITECTS, INC., P.S. 10940 NE 33' PLACE SUITE 202 BELLEVUE, WA 98004 P:425.827.2100 F:425.828.6899 City of Tukwila Department of Community Development Planning Division 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 ATTN: Moira Carr Bradshaw, Senior Planner Re: PW# 06 -158 — Request for Corrections Dear Moira, This letter is in response to your Interdepartmental Memorandum, dated December 28, 2006. I have responded to each of the review comments in bold, italics, below each of the comments: 1. Sheets A2.0, 2.1, 2.2, 2.3, 2.4 Correct project data — modify parking numbers to show 925 stalls (one of the stalls is proposed for a "cart corral; ") modify total square footage to include correct Kohl's square fottage and total square footage. Parking and project data for above -said drawing sheets were revised. Please see attached drawings. 2. Sheets A2.0, 2.1, and 2.2 Relocate the handicap stalls that are perpendicular to north and south buildings to a location where sufficient area exists behind the ramp or modify the ramp. Handiacap stalls were relocated closer to the centers of the buildings where sufficient area for the ramps exists. Please see attached drawings. 3. Sheets A2.0, 2.1, 2.2, and 2.9 #2 Maintain 4 foot offset on screen wall in front of north and south buildings. The screen walls were revised to maintain 4 foot offsets at north and south buildings. Please see attached drawings. 4. Sheets A2.0 and 2.4 Designate recycling space for Petco and Nordstrom Rack. The trash enclosure behind Petco was expanded to incude a separate, but common recycle enclosure for both Petco and Nordstrom Rack. Nordstrom Rack requested early on in the project development, to remove the recycle enclosure previously shown in their employee parking area directly east of Nordstrom Rack's loading dock. Please see attached drawings. 5. Sheets A2.0 and 2.3 Consider providing articulation of screen wall by moving it east (for screen wall east of Kohl's.) The screen wall modifications will be deferred to Kohl's to respond to your review comment, as it is a part of their submittal. Our drawings have not been modified to reflect requested change. Southcenter Square PW# 06 -158 Permit Responses 1- 22- 07.doc RECEIVED JAN 2 3 2007 TUKWILA PUBLIC WORKS ?woc i58 Response to Determination oft; onsistancy January 20, 2007 Page 6. Sheets A2.4 and 2.5 Provide a brick planter box detail; consider incorporating seating into planter wall and aligning location of planters with the end of the driveway aisles. Benches were added to the brick planters In front of the East Building (aka E2/E3 Building at Petco and Nordstrom Rack). Planters were adjusted slightly maintainingaligmmnet mostly with the building entrances and expanding to extend visually to the ends of the drive aisles. Detail at planter /bench was also added. Please see attached drawings. 7. Sheets L2.0, 2.1, and 2.2 Specifiy tree grate for the north and east streets Tree wells were changed to show Hastings Checker Block with added ground cover added to A2.0 and said Landscape sheets. Please see attached response letter from ISD, dated 1- 19 -07. 8. Sheets L2.1, 2.2, 2.3 • Provide a low evergreen hedge in front of Kohl's center "sign" wall behind seasonal color • An evergreen screen in front of transformer along Minkler Boulevard to the south of the south building. • A low tree in planter boxes in front of E buildings (Petco and Nordstrom Rack) to provide linear definition for sidewalk edge and to provide a "back and cover" for seated pedestrians • Plants along east edge of East Street Please see attached response letter from ISD, dated 1- 19 -07. 9. Sheets L1.0 and L2.1 Rectify discrepancy in plant palette — one species groundcover and season hardy perennials, the other just perennials. Please see attached response letter from ISD, dated 1- 19 -07. If you have any questions regarding the revised drawings, please don't hesitate to call me at (425) 827- 2100. Sincerely, FREIHEIT & HO ARCHITECTS, INC., P.S. Sonny Vinber Associate RA, APA Southcenter Square PW# 06 -I58 Permit Responses I- 22- 07.doc ?woc• ISD INTEGRATED SITE DESIGN Attn: Sonny Vinberg Freiheit & Ho Architects, Inc. 10230 NE Points Dr., Suite 300 Kikland, WA 98033 Re: Southcenter Square Project — Response to Public Works (PW06 -158) Correction Letter Date: January 19, 2007 Mr. Vinberg, The following is a summary of the municipal correction and our responses for your use in re- submittal to the City of Tukwila. Municipal Request for Corrections: Related to Sheets L2.0, 2.1 and 2.2 1. Comment: Specifiy a tree grate for the north and east streets ISD Response: I t was agreed in a meeting with Moira Bradshaw and representatives of the developer, the Prime consultant, that tree grates could be eliminated and replaced with paving and groundcover. The current design reflects this decision and shows (4) 2' x 2' "Hastings Checker Block." and groundcover in each planting pit. Related to Sheets L2.1, 2.2, 2.3 2. Comment: Provide a low hedge in front of Kohl's center "sign" wall behind seasonal color ISO Response: The hedge is shown on landscape drawing 3. Comment: Provide an evergreen screen in front of transformer along Minkler Boulevard to south of So. Bld. ISO Response: The evergreen screen in front of transformer is added and shown on landscape drawing 4. Comment: Provide a low tree in planter boxes in front of E buildings (Petco and Nordstrom Rack) so that there is linear definition for sidewalk edge and a "back and cover" for seated pedestrians landscape drawing 5. Comment: Plants along east edge of east street. ISD Response: It is our understanding that East street will be widened which would eliminate the planting strip at its current location. Further, it would be very unusual to have an irrigation system originating from a development cross a public right of way to improve an area adjacent to another property. We would ask that this condition be removed. Related to Sheets L1.0 and L2.1 6. Comment : Rectify discrepancy in plant palette- one specifies groundcover, shrubs and season hardy perennials, the other just perennials. ISD Response: Planting symbols and hatching corrected to reflect consistent information. The plant palette hatching patterns vary And related to specific Plant types or plant mixes shown both on plans and the plant list. Please let me know if there are any other issues that need our attention. Sincerely, Ray Robinson Principal in Charge / Integrated Site Design Project Landscape Architects for the Wig Properties — Southcenter Square project • RECEIVED `JAN 2 3 2007 TUKWILA PUBLIC WORKS L ORREC i t0•u 12743 26th Avenue NE I Seattle, WA 98125 ■ p.) 206.363.9049 f.) 206.362.6460 I e.) r.robinsonfil -s -d.com ?400(,-/Sir December 28, 2006 Leshya Wig 4811 134 Place SE Bellevue, WA 98006 Dear Ms. Wig: Sincerely, Laurie Werle Permit Technician enclosures City of Tukwila Department of Public Works James F Morrow, P.E., Director SUBJECT: CORRECTION LETTER #1 Public Works Permit Application Number PW06 -158 Southcenter Square Aboveground Site Improvements This letter is to inform you of corrections that must be addressed before your permit can be approved. Jill Mosqueda, Development Engineer with Public Works, and Moira Bradshaw, Senior Planning with the Planning Division, have reviewed your application and have attached comments and /or corrections. Steven M. Mullet, Mayor The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your review does not require revised plans, but requires additional reports or other documentation, please submit four (4) copies of each document. In order to expedite your application, a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the City of Tukwila Public Works Department at (206) 433 -7184. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 433 -0179 • Fax: 206 - 431 -3665 CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards Permit #: PW06 -158 Project Name: SOUTHCENTER SQUARE 17200 Southcenter Parkway Aboveground Improvements (P:Laurie Permit/Comments /Comments 1 PW6 -158 PW) Date: 12.28.2006 Reviewer: L. Jill Mosqueda, P.E. The City Of Tukwila Public Works Department (PW) has the following comments. Please contact me at 206.431.2449, if you have any questions. 1. Please resolve the discrepancies between the irrigation plan in this permit and the civil plan sheet C 10. Please note that two of the deduct meters shown on the plans are really water only meters. A meter having a separate tap to a main (private or public) is a water only meter and must have a separate backflow prevention device to protect the public water supply. A deduct meter is installed downstream of a permanent water meter. If it is installed downstream of the meter and RPPA, then Public Works will not require a backflow prevention device. (However, in this example, the plumbing code may require one for in- premises isolation.) 2. Please provide more detail for the channelization/striping at the accesses. Interdepartmental Memorandum To: Permit Division From: Moira Carr Bradshaw, Senior Planner Department of Community Development Planning Division 206 431 3651; mbradshaw @ci.tukwila.wa.us Date: 28 December 2006 Subject: PW06 - 158 Request for Corrections Sheets A2.0, 2.1, 2.2, 2.3, 2.4 Correct project data - modify parking numbers to show 925 stalls (one of the stalls is proposed for a "cart corral; ") modify total square footage to include correct Kohl's square footage and total square footage. Sheets A2.0 , 2.1 and 2.2 Relocate the handicap stalls that are perpendicular to north and south buildings to a location where sufficient area exists behind the ramp or modify the ramp. Sheets A2.0, 2.1, 2.2 and 2.9 #2 Maintain 4 foot off -set on screen wall in front of north and south buildings Sheets A2.0 and 2.4 Designate recycling space for Petco and Nordstrom Rack. Sheets A2.0 and 2.3 Consider providing articulation of screen wall by moving it east (for screen wall east of Kohls'.) Sheets A2.4 and 2.5 Provide a brick planter box detail; consider incorporating seating into planter wall and aligning location of planters with the end of the driveway aisles. Sheets L2.0, 2.1, and 2.2 Specify a tree grate for the north and east streets Sheets L2.1, 2.2, 2.3 Provide • a low evergreen hedge in front of Kohl's center "sign" wall behind seasonal color • an evergreen screen in front on transformer along Minkler Boulevard to the south of the south building. • a low tree in planter boxes in front of E buildings (Petco and Nordstrom Rack) to provide linear definition for sidewalk edge and to provide a "back and cover" for seated pedestrians • Plants along east edge of east street. Sheets L 1.0 and L2.1 Rectify discrepancy in plant palette — one specifies groundcover, shrubs and season hardy perennials, the other just perennials. Q:\HOMEWOIRAVenneys\PW06-158.doc TO: TRANSMITTAL VIA PICK -UP DATE: NOVEMBER 22, 2006 ATTN: JILL MOSQUEDA RE: SOUTHCENTER SQUARE PROJECT NUMBER: A03446 NUMBER OF PAGES: X (INCLUDING COVER) WE ARE SENDING YOU: THESE ARE TRANSMITTED: FOR YOUR APPROVAL XX FOR YOUR USE AND INFORMATION AS REQUESTED FOR REVIEW AND COMMENT REMARKS: Sincerely, FREIHEIT & HO ARCHITECTS, INC., P.S. NORA NG CC: File 'MEIT & HO ARCHITECTS, INC., P.S. CITY OF TUKWILA — PUBLIC WORKS DEPARTMENT 6300 SOUTHCENTER BLVD TUKWILA, WA 98188 4 SETS SITE AMENITIES PACKAGE A.K.A. PUBLIC WORKS PACKAGE 11.22.06 (IF INFORMATION IS NOT RECEIVED AS INDICATED, KINDLY NOTIFY US AT ONCE) 10230 NE POINTS DRIVE SUITE 300 KIRKLAND, WA 98033 P: 425.827.2100 F: 425.828.6899 WWW.FHOARCH.COM • Section 1 to be completed by Developer Name of Development: SOLt -114 e ,r S lL Date: ° t 110) 01- Address: 11 oo ti- t-&t-&Oi ,ct (L519-- °'7 kV Permit No.: Dd4 - 6(OFj Release should be sent to: Name: W ►g Q ro Address: 4'g U l ScC City/State /Zip lbe,1,1� v■ ( WO p Phone Number: S - (44 I % 2D4 "I Des M cription of items to be completed-(reference plans /documents where items are described): cQf?i�:Q iitio,� b Yalu) 03 &'.k- City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 206 - 431 -3670 DEVELOPER'S PROJECT WARRANTY REQUEST FORM all work listed above prior to requesting inspection and Signed Title: 4� Section 2 - to be completed by City staff Signed: 1 ri < < riirg /_ ✓W Amount: $k ❑ Cash /Check City Receipt No.: 'kl THIS FUND IS AUT Department He Deposited this Date: ❑ Cash Assignment [ Bond Received By: As the owner or Whorized agent of the owner, I hereby submit cash or cash equivalent in the amount of O $ 30 o — (150% of value to complete work above) and attach s documentation for value of work. I will have this work carried out and call for a final inspection by this date: "/' 5O-- , or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property and carry out corn • letion of above deficienc'es. I further agree to complete the G ORIZE T ' BE ACCEPTED l Section 3 - to be completed by Developer All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash /cash equivalent/bond. Developer's Representative: Date: To be completed by City staff I have reviewed the above work and found it acceptable and therefore authorize the relea ��caaQshh //cash equivalent/bond. /1 Inspector: 4 6 Date: Section 4 - to be completed by City staff Authorized By:/ l � 0 of the above Amount Released: $ 419 ❑ Check - Check No. ❑ Cash Equivalent - Letter attached Bond - Letter attached Date Released: I- 6-t5 Released by: > 1 policy and procedores\ed b ook\devdopei s project warranty form Created Febnrary 2005 STPAUL TRAVELERS WARNING' THIS POWER OF ATTORNEY IS INVALID WITHOUT THE REP BORDER POWER OF ATTORNEY Farmington Casualty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Seaboard Surety Company St. Paul Fire and Marine Insurance Company Attorney -In Fact No. 214701 Certificate No. 000157215 KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, that St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota, that Farmington Casualty Company, Travelers Casualty and Surety Company, and Travelers Casualty and Surety Company of America are corporations duly organized under the laws of the State of Connecticut, that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies "), and that the Companies do hereby make, constitute and appoint Mory Whitaker, Joseph P. Scarpello, Melissa L. Johnson, and Lucinda L. Young of the City of Seattle , State of Washington , their true and lawful Attorney(s) -in -Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed, this day of February 2006 State of Connecticut City of Hartford ss. In Witness Whereof, I hereunto set my hand and official seal. My Commission expires the 30th day of June, 2006. 58440 - 9 - 05 Printed in U.S.A. Farmington Casualty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Seaboard Surety Company St. Paul Fire and Marine Insurance Company By: St. Paul Guardian Insurance Company St. Paul Mercury Insurance Company Travelers Casualty and Surety Company Travelers Casualty and Surety Company of America United States Fidelity and Guaranty Company St. Paul Guardian Insurance Company St. Paul Mercury Insurance Company Travelers Casualty and Surety Company Travelers Casualty and Surety Company of America United States Fidelity and Guaranty Company rge W IL ompson, Sen On this the 22nd day of February 2006 before me personally appeared George W. Thompson, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER 22nd V C . d.diVTletAlld+ Marie C. Tetreault, Notary Public WARN " "=: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE BORDER This Power of Attorney is granted under and by tlthority of the following resolutions adopted by the Boards irectors of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kori M. Johanson, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance C9mpany St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety tompantofAmericafand United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Powet 4(Attomey;exeeuied by sata Companies, which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and a the a s of said C day o Kori M. Johans.7Assistant Secretary WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER 20 U To verify the authenticity of this Power of Attorney, call 1- 800 -421 -3880 or contact us at www.stpaultravelersbond.com. Please refer to the Attorney -In -Fact number, the above -named individuals and the details of the bond to which the power is attached. PERFORMANCE BOND (Miscellaneous, not Construction) KNOW ALL MEN BY THESE PRESENTS, That we Wig Properties LLC -SS, as Principal, (hereinafter called "Principal "), and Travelers Casualty and Surety Company of America, a Connecticut corporation, as Surety, (hereinafter called "Surety"), are held and firmly bound unto City of Tukwila, as Obligee, in the full and just sum of Thirty Thousand and 00/100 U.S. Dollars ($30,000) to be paid to the said Obligee or its successors or assigns for which payment, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS the Principal has entered, or is about to enter, into a written Agreement with the Obligee for Landscaping as is more specifically set forth in said Agreement, to which reference is hereby made. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal shall well and truly perform and carry out the covenants, terms, and conditions of said Agreement, then this obligation to be void; otherwise to remain in full force and effect. Signed this 7 day of September, 2007. (S- 1935 -B1) 06 -03 TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA Hartford, Connecticut 06183 By: r Wig P�rperties LLC -SS Travelers Casualty and Surety Company of America By: (Principal) rney -in -, Lucinda L Young, c 6sra. 5 0u-g, Cam, S ou--1-4 /6 e 2,0 L c Sc.,,, ins-0 /Mil ,(0 3 nnASo.,% 1 5 43 j oo X 3 0 00 /a Oa —1 ;4 / - $ 023,000 o 3000 V60 3000 ''PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -165 DATE: 08 -28 -07 PROJECT NAME: SOUTHCENTER SQUARE SITE ADDRESS: 17100 SOUTHCENTER PY Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 X Revision # 1 After Permit Issued DEPARTMENTS: Building Division Public Works Comments: Documents/routing slip.doc 2 -28 -02 n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Fv Incomplete ❑ TUES/THURS ROUTING: Please Route Tr Structural Review Required REVIEWER'S INITIALS: APPROVALS i R CORRECTIONS: Fire Prevention Structural ❑ Planning Divisi n Permit Coordinator C DUE DATE: 08 -30-07 Not Applicable C Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DATE: DUE DATE: 09-27-07 Approved Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -165 DATE: 08 -09 -07 PROJECT NAME: SOUTHCENTER SQUARE SITE ADDRESS: 17100 SOUTHCENTER PY Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: Ai 6-V E ai ding Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY �r DATE: A obi t - t. 6.61 Panning Division rZ Permit Coordinator n DUE DATE: 08-14-07 Not Applicable ❑ No further Review Required DUE DATE: 09-1 1-07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: t(el Departments issued corrections: Bldg ❑ Fire ❑ Ping PW ❑ Staff Initials: 1 ACTIVITY NUMBER: D07 -165 DATE: 05 -17 -07 PROJECT NAME: SOUTHCENTER SQUARE SITE ADDRESS: 17200 SOUTHCENTER PY Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: 61 Buif?ting Division Public Works Complete Comments: Structural g j 1-14'0/ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route VI Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY �- PLAN REVIEW /ROUTING SLIP Fire Prevention Incomplete ❑ DUE DATE: 05-22-07 Not Applicable ❑ No further Review Required DATE: DUE DATE: 06-19-07 Approved ❑ Approved with Conditions © Not Approved (attach comments) C Notation: REVIEWER'S INITIALS: DATE: Planning Division Permit Coordinator Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 - 165 PROJECT NAME: SOUTHCENTER SQUARE SITE ADDRESS: 17200 SOUTHCENTER PY X Original Plan Submittal DATE: 5 -7 -07 Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: BJilding I 'vision PLAN p REV1EW /RO UTING SLIP 1° - °1 Fire Prevention E PlanningDiv� n al 6 Public W�or s Structural DETERMINATION OF COMPLETENESS: (Tues., Th rs.) DUE DATE: 5-8-07 Complete ❑ Permit Coordinator Incomplete Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: I6(l LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required APPROVALS OR CORRECTIONS: No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: ASAP 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: Documentshouting slip.doc 2 -28-02 PLAN REVI HIV /RO U TI N G SUP ACTIVITY NUMBER: PROJECT NAME Southcenter Square Aboveground Improve SI TE AD D REST 17200 Southcenter Pkwy Response to Incomplete Letter # X Revision # 1 Before Permit Is issued Original Plan Submittal Response to Correction Letter # PW06 -158 DATE 04/25/07 D EPARTM EN T& Building Division Public Works ❑ Fire Prevention ❑ Planning Division Structural ❑ Permit Coordinator ❑ DETERMINATION OFCOMPLEF J6S (rues, Thurs) Complete ❑ APPROVALS OR CORRECTION Documentsfrouting slip.doc 2-28-02 Incomplete ❑ DUE DATE 04/26/07 Not Applicable ❑ Comments Permit Center use Only I N COM PLETE LETTER MAILED: LETTER OF COM PLETEN E S MAILED: Departments determined incomplete: Bldg ❑ Rre ❑ Rng ❑ RN ❑ aaff Initials TUMITHURSROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVI EWBTS INITIALS DATE DUE DATE 05/24/07 Approved ❑ Approved with Conditions❑ Not Approved (attach comments) ❑ Notation: REVIEW6R'S INITIALS DATE Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections Bldg ❑ Are ❑ Rng ❑ RN ❑ aaff Initials Complete ❑ APPROVALS OR CORRECTIONS: Documents'routing dip.doc 2-28-02 PLAN REVI BUV /RO U TI N G SUP ACTIVITY NUMB: PROJECT NAME P'W06 -158 Southcenter Square Aboveground Ste Improve. SITEADDRES% 1 7200 Southcenter Pkwy Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit' Is Issued DEPARTMENTS Building Division ❑ Fire Prevention ❑ Planning Division Public Works ® Structural ❑ Permit Coordinator 51 DETERMINATION OF COMPLETENESS (Tues., Thurs.) Incomplete ❑ r DUE DATE 03/29/07 Not Applicable ❑ Comments Permit Center Use Only INCOMPLETE LETTER MAIL®: LETTER OF COM PLETEJ E'er MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials TUE5ITHURS Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS DATE DUE DATE 04/26/07 Approved ❑ Approved with Conditions❑ Not Approved (attach comments) ❑ Notation: REVI BWBR'S INITIALS DATE Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections Bldg ❑ Are ❑ Ping ❑ PW ❑ Staff Initials Complete ❑ APPROVALS OR CORRECTIONS Documentshouting elip.doc 2-28-02 PLAN REVI BIV /ROUTING SUP ACTIVITY NUMB: PW06 -15$ DATE 01/23/07 PROJECT NAME Southcenter Square — Aboveground Site Improve STEADDRESS 17200 Southcenter Pkwy Original Flan SLbmittal X Response to Correction Letter # 1 DEPARTMENTS Building Division ❑ R Prevention ❑ Public Works i Y Structural ❑ DETERMINATION OFCOMPLETENESS (Tues., Thurs) Incomplete ❑ Response to Incomplete Letter # Revision # After Kermit Is Issued Panning Division Permit Coordinator DUEDATE 01/25/07 Not Applicable ❑ Comments: Permit Center use Only INCOMPLETE LETTER MAILED: LETTER OFCOMPL.ETB MAILED: Departments determined incomplete: Bldg ❑ Fre ❑ Ping ❑ RN ❑ 3aff Initials TU ESITH U RS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ PEVIEWBRS INITIALS DATE DUEDATE 02/22/07 Approved ❑ Approved with Conditions❑ Not Approved (attach comments) ❑ Notation: RB/IEWBR'S INITIALS DATE Permit Center use Only COITION LETTER MAI LED: Departments issued corrections Bldg ❑ Fre ❑ Ping ❑ PIN ❑ gaff Initials u. c at/ PLAN REVI EWIRO U TI N G SU P ACTIVITY, NUMBER: PW06 -158 DATE 01/23/07 PROJECT NAME Southcenter Square — Aboveground Ste Improve S TE AD D RESR 17200 Southcenter Pkwy Original Ran Submittal — Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS Building Division ❑ Fire Prevention ❑ Planning Division t Public Works ❑ Structural ❑ Permit Coordinator El DETERMINATION OFCOMPLETB16S (rues, Thurs) Complete ❑ APPROVALS OR CORRECTIONS Documeitgrouting dip.doc 2-28-02 Incomplete ❑ DUE DATE 01/25/07 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAI L ®: LETTER OF COM PLETBd EaS MAILED. Departments determined incomplete: Bldg ❑ Are ❑ Rng ❑ RN ❑ Saff Initials TUESITHURSROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ RR/EWER' S INITIALS DATE DUEDATE 02/22/07 Approved ❑ Approved with Conditions❑ Not Approved (attach comments) E. Notation: REVIEWER'S INITIALS DATE * Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections Bldg ❑ Are ❑ Ping ❑ RN ❑ Saff Initials PLAN REVIEW /ROUTING SU P ACTIVITY NUMBER: PW06 -158 DATE 11/27/06 PRO,BCT NAME SOuthcenter Square Aboveground Ste Improve SITEADDREM 17200 Southcenter Parkway X Original Plan Submittal Response to Incomplete Letter# Response to Correction Letter # Revision '# After Permit Is Issued DEPARTMENTS Building Division Public Works Ell Structural Complete ❑ APPROVALS OR CORRECTIONS Fire Prevention DETERMINATION OF COMPLETENESS (rues, Thurs.) DUE DATE 11/28/06 Incomplete ❑ [1 Planning Division hermit Coordinator Not Applicable ❑ Comments Permit Center Use Only INCOMPLETE LETTER MAILB): LETTER OF CO M PLETEN ESSMAILED: Departments determined incomplete: Bldg ❑ Are ❑ Frig ❑ RN ❑ 3aff Initials TU ESITH U RS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ R2VIEWER'S INITIALS DATE DUE DATE 12/26/06 Approved ❑ Approved with Conditions❑ Not Approved (attach comments) ❑ Notation: REVIEWERS INITIALS DATE Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections Bldg ❑ Are ❑ Ping ❑ RN ❑ 3aff Initials Documents/routing dip.doc 2-28-02 iala a�a4 REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS y Summary of Revision 0f G.,IJ (A9 bt= ' t /-6Y)-C s[� or- t.IU C OF Received by: 'f,ti t t-t- Ober E V c rl �,, S Received by REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: . 501411{0C 2 CI) —S SITE ADDRESS: moo C REVISION LOG PERMIT NO: — , Lic ORIGINAL ISSDE DATE: 01-1 / ul- (please print) (please print) (please print) (please print) (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 51 € I } Plan Check/Permit Number: 7 c' —1 ❑ Response to Incomplete Letter # Response to Correction Letter # • Revision # I I ' after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 5 4keevL * Sa u cve — 5:-E-e t C(e ►mil S Project Address: (? cevtle(' Pev/kwek./ Ta_k-wttci (..v,. Contact Person: 1. t .T.A" W1& Phone Number: l 1 z 144 4 -411A Summary of Revision: r 1 o ?e. -c sNyt 4 Sco Cof &QA of � ''S' '0)c .t n cte7'N�i " vl e�2 wteS L Q .�Q,tl1 D ✓ct oh(% Ceyvco x of (atm.? a vik (e -r,o_ S t� ✓1 cf oiAtelocc o • • Piz to (caner g(‘ /l( ex- 1e('tb( b24.e.. t/ c vt. eke. vut e ti mc.L?. L f..4 'ii ty ('2 wto. ramf »*.c (c '� St y .0 O c6cr -� ro . u • exr+ �ooc (eloco .-S " a tct of-Rai-Wok P k l�cJ S S a 1 Q Sk. e (eva 'cA.,.. err `5" , [0(9, o,n -tom we st 4 , vtc5L obAsi Ykitk.. e (eQa n ' • `At 1(49. eel west . ct at` s welt • Sheet Number(s): A 2.0 ' 1.0 SA t.. I � NA 4 4.0, 1.14 4. "Cloud" or highlight all areas of revision including date of revision Steven M. Mullet, Mayor Steve Lancaster, Director CITY RECEIVED TNKW AUG 2 8 2007 Received at the City of Tukwila Permit Center by: ‘ 114 . Entered in Permits Plus on \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3ISlo 7 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ® Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: ,Svu.' e..( tat /e 51f e . Project Address: 1406 .5)1a1,-ebtjr' kw&'( TeAwilit, ())a. Contact Person: Phone Number: Summary of Revision: / PQ !05i' ✓J sit ft a 5t,) Col 44-1 kg ilda , : f Q� ���A� �c�.sf✓aK �Qeutetn� t k�cQrltc b� not o>7,1 ‘44"7/ a es cQ ..t2-�•Pe S vrt outc rb , �/ •e- oeswyyt. it.2 4lu c-orytpt kalAkt3 '/t/' -ex 44(6/ f ste:ft t Pewteyv ' ,LtL c ( fr bcc t vtof ova ramp avttrt JD _ 5/41_ end - goo/ Da ► `o • e :il c&Aa (e,{o cc+.'.44 S nvtd a r7 4. 2.t 4e�ti th p s rc�arec file S .tl� awa L 4 ' S' • ovt ft�e u zat e /n� 014,.J 1 4Vritt. AvJ.v(� ,N, L . �c t t.ebf D cX Sheet Number(s): 4 '. 0 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by -.J Entered in Permits Plus on City of Tukwila \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Plan Check/Permit Number: - PC ) - 2 - — l fort Steven M. Mullet, Mayor Steve Lancaster, Director O I T Y OF ToKw AUG 9 2007 t'E/ibitt aetire Revision submittals must be submitted In person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: G C4 o City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: htlp : //www.ci.tukwila.wa.us Response to Incomplete Letter # I Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 01y4 401/4„, 4/L5, Project Address: V I ',) L'W'D Contact Person: 1.12, a Summary of Revision: cook - INk warat OtC V 41/4._ teASir,04 , c lrAUt - ki■VIVeC1/VAr - Y1/{)-14A1 LA31.. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: A /A) ntered in Permits Plus on 6 \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 D o..:ee.i• Plan Check/Permit Number: Phone Number: Steven M Mullet, Mayor Steve Lancaster, Director (9 I RECEIVED crry O ' t r IMAY 17 2007 PERMIT CEA Er( Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ` ` City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us ❑ Response to Incomplete Letter # ❑ Response to Corr don Letter # • Revision # " Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: C OMAlititt �4 ... Project Address: 1 C el, $ Contact Person: 'LW/Vt. ' n W , igy- Summary of Revision: X Entered in Permits Plus on \applications'forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: Pw OCP - ■S wt rukt let,tatoLcce.wR c 4 ) Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: *AA, c j Steven M. Mullet, Mayor Steve Lancaster, Director CITY OF h KWiL4 APR 2 .5 . 20071 RER CENT Ei Phone Number ((2 ' S 1 RECEIVED wk 2 5 2007 TUKWIL PUBLIC WORKS h/ City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: sttukwlla.watas Revision submittals must be submitted In person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3 j2o(O 9 O Response to Incomplete Litter # ® Response to Correction Letter # -� ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Southcenter Square — Project Address: 17204) Southcenter Parkway Contact Person: Phone Number: Summary of Revision: rte &or's,brt s ,kc ciceir) f f ✓ee f, ^^ !,d o /�� rt t j L a 4 Side c J kk vtco vv41 c S fal /wa- erioA, 4444. S►o&wcJ . .n# -L Pet �iart cJkt o �.�' Y � ✓ S / ace )9 -Clod' At -!i ' bcctictikcrS• '1ea.5e 4L' - fac-Gted Ia - i - tv o-f e eC/ec` vi ( est c SQ tko Freddie �"tt'eh! - • ' AL (deft 1 ;— a/at s'1 e c. 'S) a r o✓e atatitt LQ Scaw+.nlc6td ere itemes i'ovt.s km ptcce • Sheet Number(s): A 2.O 2.. % S., 2. q 2 fL .13 4 2.o �, 2 . L. fowc(t�L aS r�l'sti`u�l .• 2. "Cloud" or highlight all areas olrrevision Ittciut[ing date of revision Gam` .er as' . evAtt . ,®.- ' �atito�S �yae. Received at the City of Tukwila Permit Center by✓ /\&L 90/90 39tid Entered in Permits Plus on V 7 ,1 Z d o ' \applicationslforms- applications on line \rev►sf m submittal Created: 11-13-2004 Revised: Plan Check/PermitNurnber: P13.# 06 - /5$ Steven M. Mullet, Mayor Steve ! Director mem MY OF TU►cwu MAR 2 7 2007 IN3Wd0131313 9d1t13S 81 60 :01 L003/33/TO Date: i s Z2 • od Sheet Number(s): 90/90 39Vd City of Tukwila Department of Community Development 6300 Southeenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax; 206431 -3665 Web site: c't,tukwila..ways Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the snail, fad etc. ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Southeenter Square — Aboveground Site Improvements ents Project Address: 17200 Southcenter Parkway Contact Person: Le'sti jI4 fl4 Phone Number; 42,44 494. Summary of Revision: k_ "Cloud" or highlight all areas of revisit, inel ` . date of revts on Received at the City of Tukwila Permit Center by: Entered in Permits Plus on I 15- 01 1nppl►cationslfonns- applications on 1int\iensi.?n su Created: 8-13-2004 Revised: Plan Check/Permit Number: PW06- 1 558 1N3Wd013311311 0VIt/3S 614A00 Steven M Mullet, Mayor Steve !ancaster, Director CkivED 101 3 2007. PE RMIT-GENTER_ 817989989n 60 :01 L003 /ZZ /10 License Information License WIGPRPL945N3 Licensee Name WIG PROPERTIES LLC -SS Licensee Type CONSTRUCTION CONTRACTOR UBI 602392950 Ind. Ins. Account Id PARTNER/MEMBER Business Type LIMITED LIABILITY COMPANY Address 1 4811 134TH PL SE Address 2 City BELLEVUE County KING State WA Zip 98006 Phone 4256412044 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/23/2006 Expiration Date 8/23/2008 Suspend Date Separation Date Parent Company Previous License SEATADC016JH Next License Associated License Business Owner Information Name Role Effective Date Expiration Date WIG, MANMOHAN K PARTNER/MEMBER 08/23/2006 WIG, PRISCILLA P PARTNER/MEMBER 08/23/2006 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. TRAVELERS Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date Page 1 of 2 https:// fortress. wa. gov /lni/bbip /printer.aspx ?License= WIGPRPL945N3 07/23/2007 CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE SITE 17200 SOUTHCENTER PARKWAY TUKWILA, WA DRAWING INDEX, PROJECT CONTACTS, VICINITY MAP KEY PLAN REVISIONS BUILDING PERMIT SUBMITTAL : 10/10/06 BAR MINOR MODIFICATIONS : 10/25/06 TENANT REVISIONS : 11/03/06 COORDINATION / CITY COMMENTS : 11/17/06 PROGRESS SET : 12.04.06 PANEL REVEAL REVISIONS: 12/05/06 CONSTRUCTION SET: 01/12/07 PUBLIC WORKS REVIEW RESPONSES 01/22/07 PUBLIC WORKS REVIEW RESPONSES / 03/20/07 OWNER REQUESTED REVISIONS 04/16/07 PUBLIC WORKS REVIEW RESPONSES 05/16/07 CITY REVIEW RESPONSES 06/22/07 REGISTRATION FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKLAND, WA 98033 P:425.827.2100 F:425.828.6899 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: ARCHITECT MW 12/13/06 A03 -446 05/16/07 1416 A03 -446 A0.0.dwg A0.0 MMMZEMOMMEMEEMMN Copy 2007 Freiheit & Ho Architects, Inc., P.S. I 1 I _III STRUCTURAL NOTES 11 SYMBOL LEGEND PROJECT CONTACTS DRAWING INDEX NORTH ARROW <> WALL TYPE N STOCK ROOM NAME OWNER / DEVELOPER / CONTRACTOR: ARCHITECTURAL GENERAL NOTE 1.ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE APPLICABLE INTERNATIONAL BUILDING (2003 EDITION) 2. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 3. CONTRACTOR SHALL BE RESPONSIBLE POR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. 4. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMI'11 'ED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION' OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREM !''L'. 5. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDTTTOBTS ARE NOT SPECIFICALLY INDICATED BUT ARE OP SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 6. ALL STRUCTURAL SYST iN2 WHICH ARE TO BF COMPOSED OP COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HALING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 7. SHOP DRAWINGS FOR STRUCTURAL STEEL:, SHALL BE SUBMITTED TO ' -'HE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION Ole THESE ITEMS. 8 . ENC`INFP.R OF RECORD SHALL REVIEW SHOP DRAWINGS FOR DESIGN INTENT ONLY. DIMENSIONS AND QUANTITIES ARE NOT GUARANTEED BY TIC. ENGINEER OF RECORD, THEREFORE, MUST BE VERIFIED BY THE GENERAL CONTRACTOR. DRAWINGS FOR COMPONENTS DESIGNED PRIMARILY BY OTHERS SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY TEE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE. SHOP DRAw7?T XS 14]LTST BE REVIEWED AND STAMPED BY CONTRACTOR PRIOR TO REVIEW BY ENGINEER_ CODE: INTERNATIONAL BUILDING CODE, 2003 EDITION WIG PROPERTIES, L.L.C. 4511-194TH PLACE 5E EELLENE, WA 48006 Contact: MON WIG (425) 147 -5540 ARCHITECT: A0.0 DRAWING INDEX, PROJECT CONTACTS, VICINITY MAP AI.O GENERAL NOTES, LEGAL DESCRIPTION, PROJECT DATA, PROJECT DESCRIPTION A2.0 OVERALL SITE PLAN A2.I ENLARGED 5ITE PLAN - BLDG. N A22 ENLARGED SITE PLAN - BLDG. 5 A2.5 ENLARGED SITE PLAN - BLDG. S ENLARGED SITE PLAN - HI-DG. E A2. A2.4 4 SITE DETAILS A2.6 SITE DETAILS A2.7 SITE DETAILS - PEDESTRIAN FEATURES A2.7A 517E DETAILS - PEDESTRIAN FEATURE A2.6 SITE DETAILS - PEDESTRIAN FEATURES A2.6A 517E DETAILS - PEDESTRIAN FEATURES A2.58 SITE DETAILS - PEDESTRIAN FEATURES A2,61 SITE DETAILS - SCREEN WALL5 4 TRASH ENCLOSURES A2.10 SITE DETAILS - SCREEN WALLS 4 TRASH ENCLOSURES A1/42.11 .I1 SITE DETAILS - SITE SIGNAGE A2.12 517E DETAILS - 517E 51GNAGE A2.15 SITE DETAILS - E XTE PLANS POR BUILDING ' +'N' A2.13A SITE DETAILS - EXTERIOR RAMPS FOR 'S + 'N' A2.14 SITE DETAILS - HARDSGAPE PATTERNS LANDSCAPE FREIHEIT 4 HO ARCHITECTS, INC. PS. 10250 N.E.POINTS DRIVE, Suite SOO KIRKLAND, WA '4 8053 Contact: ARTHUR CHANG (PROJECT ARCHITECT) (425) 827 -2IO0 SONNY VINBERG (PROJECT MANAGER) (425) 521-2100 CIVIL L=NGIL : KEY NOTE (KN -0I) 100 ROOM modem 05 DETAIL NUMBER 100 DOOR NUMBER ROOM NUMBER N_A6.1 SHEET LOCATION ELEVATION OR 02 NUMBER BUSH, HITGHI , INC. MINO E S R AVENUE EAST EAT MINO TLE, NA SEAT Contact: JAY D. DECKER / RON GOLDY (206)525 -4144 L.�4NDSGAPE ARCHITECT: SHIT NUMBER INTEGRATED SITE DESIGN I2743 26T4 AVE.NE SEATTLE, WA 45I25 Contact: RAYMOND ROBINSON (206) 363 - STRUCTURAL ENGINEER: L -1.0 - 517E PLAN L -2.0 - LANDSCAPE PLAN: NA SECTION L -2.I - LANDSCAPE PLAN: NE SECTION L -22 - LANDSCAPE PLAN: SE SECTION L -2.5 - LANDSCAPE PLAN: SW SECTION L-5.0 - IRRIGATION PLAN: NW SECTION L-3.I - IRRIGATION PLAN: NE SECTION L -5.2 - IRRIGATION PLAN: SE SECTION L -3.5 - IRRIGATION PLAN: 5W SECTION L-4.0 - LANDSCAPE DETAILS L-4.I - IRRIGATION DETAILS G COVER SHEET G2 GRADING PLAN -VEST SIDE G3 GRADING PLAN -EAST SIDE C4 STORM DRAINAGE PLAN -WEST SIDE C5 STORM DRAINAGE PLAN -EAST SIDE C6 VAULT DETAILS -EAST VAULT G7 VAULT DETAILS -WEST VAULT GS STORM DRAINAGE DETAILS G'4 WATER AND SANITARY SEWER PLAN -WEST SIDE CIO WATER AND SANITARY SERER PLAN -EAST SIDE GII T DETAILS C15 WATER 4 SEVIER DETAILS GI3 GRADING PLAN - NORTH E3UILDIN6 GI4 GRADING PLAN - SOUTH BUILDING R E® FOR � �p1�l CODE C� p ���� I, � ® �� ,� 2 '�Q . .'- TOW a CI ) ��N -- U� COPY - s- i� tT171t No. (0‹ plan review approval Is subject to errors and omit. Approval of conexucpon documents does not au horiza the violation cf cny accep'ced code or ordinant.e. Receipt Of Reid Co and cond:�torr, Is adato>vvledgel. "\, B RICHARD HUDSON 4 ASSOCIATES, INC. 1605 - I2TH AVE., SUITE 16 SEATTLE, WA 618122 Contact: CHUCK MORRIS, PE / RICK HUDSON, PE (206) 524 -6106 SOILS ENGINEER: ABBREVIATIONS GEOTECH CONSULTANTS, INC. 13256 NORTHEAST 20TH 5T. SUITE 16 BELLEVUE. WA 45005 Contact: MARL MCGINNIS, P.E. (425)141-56IS TRAFFIC ENGINEER. 4 AND 0 AT AB. ANCHOR BOLT ACT ACOUSTICAL CEILING TILE AD.A. AMERICANS WITH DISABILITIES ACT ADJ. ADJUSTABLE A.F.F. ABOVE FINISHED FLOOR ALUM. ALUMINUM AMP. AMPERES MOD. ANODIZED A.P.A. AMERICAN PLYWD ASSOC. APROX. APPROXIMATE ARCH. ARCHITECTURAL A.S.T.M. AMERICAN SOCIETY FOR 7tETING MATERIALS BD. BOARD BARRIER -FREE BIT. BITUMINOUS BLDG. BUILDING ELK,. BLOCKING BM. BEAM 15TM. BOTTOM B.O.B. BOTTOM OF BEAM MPG. BRIDGING SRG. BEARING BSMT. BASEMENT B/W BETWEEN ¢ CENTER LINE GAB. CABINET G.P.M. CUBIC FEET PER MINUTE G.J. CONTROL JOINT CLG CEILING GLR CLEAR/CLEARANCE 041.1 CONCRETE MASONRY UNIT COL. COLUMN CONCRETE GONG. CONCRETE CONN. CONNECTION GONST. GONSTRUGTION CONT. CONTINUOUS/CONTINUE CONTR CONTRACT(OR) CORR. CORCORRIDRID OR HR. HOUR HT. HEIGHT HVAC HEATING VENTILATING 4 AIR CONDITIONING HA HOT WATER D. NSIDE DIMENSION N. NCH NFO. NFORMATION NSUL. NSULATION NT. NTERIOR NV. NVERT/ /INVERTED JST JOIST JT JOINT LAM. LAMINATED LAV. LAVATORY * POUNDS L. LONG I-.YL. LAM. VENEER LUMBER MAX. MAXIMUM MAT. MATERIAL MB. MACHINE BOLT MDP MED. DENSITY FIBERBOARD MECH. MECHANICAL MED. MEDIUM MEZZ. MEZZANINE MIL THOUSANDTH OF AN INCH MIN. MINIMUM MISC. MISCELLANEOUS MLDG, MOULDING M.D. MASONRY OPENING MPH MILES PER HOUR MFR MANUFACTURER MT. MOUNT MTD MOUNTED - NA. NOT APPLICABLE N.I.G. NOT IN CONTRACT NO. NUMBER N.T.S. NOT TO SCALE OA OVER ALL D.G. ON CENTER OD. OUTSIDE DIMENSION TRAFFEX 10104 IIITH AVE. NE KIRKLAND. WA 416055 Contact: LARRY HOBBS, P .E. (425) 522 -4115 MECHANICAL 5U13- GQNTRAGTOR LIVE LOADS : D-I5 HEATING 2020 S. 320TH ST. #6-610 FEDERAL WAY, WA 4S003 Contact: BRENT ADKISSON (56O) SSS -5433 SIGN CONTRACTOR SNOW....25 PSF WI_ND...25 MPH (FASTEST MILE), EXPOSURE B SEISMI SEISMIC DESIGN CATEGORY D, SITE E SPECTRAL RSPSPQNSE COEFFICIENT AT SHORT PERIODS, Sna = 0.8888 EQUIVALENT EQUIVALENT LATERAL FORCE PROCEDURE RE2 . 5 CANTILEVER ELEMENT LUMIN -ART SIGN, INC. 36151 B STREET NW AUBURN, WA Contact: DAVE BOWEN (255) 740 -1306 FOUNDATIONS: V V 0 P I C IN ITV MAP FOUNDATION DESIGN PER REPORT BY GEOTECH CONSULTANTS, INC. REPORT NO. JN 04318. ALLOWABLE BEARING 3000 PSF. FILLS TO BE COMPACTED TO 95% MODIFIED PROC'T'OR PER ASTM D -1551. ALL EXTERIOR FOOTINGS SHALL BE 18 INCHES MINIMUM BELOW LOWEST ADJACENT GRADE. CONCRETE( 4 t'c = 3000 psi MAX. SLUMP = 4" PLUS OR MINUS 1" MINIMUM 5 SACKS CEMENT PER CU. YARD MIXING AND PLACING CF ALL CONCRETE SHALL BB IN ACCORDANCE WITH THE IBC AND ACT CODE 318, LATEST EDITION. PROPORTIONS OP AGGREGATE TO CEMENT SHALL BE AS SUCH TO PRODUCE A DENSE, WORKABLE MIX, WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. 3/4" CHAMFER ON ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. REINFORCING STEEL BLVD / CPT O.F OUTSIDE FACE G.R.B. CRUSHED ROCK BASE OPI,K,. OPENING G.T. CERAMIC TILE DPP. OPPOSITE GTR. CENTER 0.58. ORIENTED STRAND BO CTRL. CONTROL OVHD. OVERHEAD DEL DOUBLE PERIM. PERIMETER DEG. DEGREES DTI- DETAIL P. P PL. PLLATATE ERTY LINE DRINKING FOUNTAIN PLAM. PLASTIC LAMINATE 111 V BLVD 41 ALL REINFORCEMENT SHALL CONFORM TO ASTM A61S EXCEPT AS NOTED FOR WELDED REEAR. SLAB DOWELS SHALL BE GRADE 40 ( =40,000 psi ). OTHER REINFORCING SHALL BE GRADE 60 (fy = 60, 000 psi) . LAI: CONCIX UOUS REINFORCING BARS 36 BAR DIAMETER IN CONCRETE, 1'-7" MINIMUM UNLESS NOTED OT_EERWISE. CORNER BARS WILL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. . DETAIL STEEL IN ACCORDANCE WITH TTTE ACI DETAILING MANUAL. WIRE MESH SHALL CONFORM TO ASTM A -82 OR A -7 £3E:. COVER TO REINFORCEMENT TO BE: FOOTINGS 3 INCHES PORNED SURFACES- - WEATHER FACE 1 1/2 INCHES INTERIOR FACE 3/4 INCHES EARTH FACE INCHES STRUCTURAL STEEL: fit. �I I NKLE DIA. PLBG DIAL. DIAGONAL O DIM. DIMENSION DISP. DISPENSER/DISPOSAL P.7. ARE TREATED PR PAIR DOWN P.S.F. POUNDS PER SQUARE I DR. P.S.I. POUNDS PER SQUARE INCH D DOWNSPOUT PAINT DWG. DRMING(5) PVMT. PAVEMENT DEL. DOUBLE QTY. QUANTITY DEGREES D G. DETAIL R RADIUS R45 ROD 4 SHELF D.F. DRINKING FOUNTAIN RG.P. REFLECTED CEILING' PLAN D IA. DIAMETER R REINF. REINFORCEOXING) DIAL. DIAGONAL READ. REQUIRED) DIM. DIMENSION REV REVISION/ REVISED DISP. DISPENSER/DISPOSAL RFC. ROOFING DN. DOWN RM. ROOM DR DOOR R.O. ROUGH OPENING D.S. DOWNSPOUT P. DRAWING(5) SOLID GORE EA. EACH E.B. EXPANSION BOLT SCH. SCHEDULE E.I.FS. EXTERIOR INSULATION SEC. SECTION 4 FINISH SYSTEM 5F. SQUARE FEET 5H. SHELVES E.J. EXPANSION JOINT SHT. SHEET ELEG ELECTRICAL SHOWER ELEVATION SIM. SIMILAR EL EV. ELEVATOR ELEV. EQUAL SPECS. SPECIFICATION(5) EQUIP. EQUIPMENT EXTG. EXISTING SQUARE SQ. FT. SQUARE FOOT EXP. EXPOSED. IN. SQUARE INCH EXT. 1= XTERIDR 5.5. STAINLESS STEEL i=DN. FOUNDATION STD. STANDARD P E.G. FIRE EXTINGUISHER GAB. STI- STEEL F.F. FINISHED FLOOR STRUG. STRUCTURAL. FIN. FINISH(ED) S SUSPENDED SYM. M. SYMMETRICAL ' FL. FLOOR TEMP TEMPORARY FRP PIBERGLA55 REINF. PANEL TNG TONGUE 4 GROOVE F FOOT/FEET 7HK. THICKNESS PTG. FOOTING T.J. TOOL JOINT FUR. FURRING T.OB. TOP OF BEAM GA. GAUGE (GAGE) T.O.C. TOP OF CURB/CONCRETE GALV. GALVANIZED T.D.F. TOP OF FOOTING G.G. GENERAL CONTRACTOR T.O.P. TOP OF PLATE GPI GROUND FAULT INTERRUPTER TYP. TYPICAL L GLULAM. GLUE LAMINATED MEMBER MC UNIFORM BUILDING CODE GLB. GLUE - LAMINATED BEAM U.N.O. UNLESS NOTED OTHERWISE GRP. GROUND VCT VINYL GOMPOSITE TILE B OARD GPO GYPSUM WALL VERT. VERTICAL GYP. GYPSUM VEST. VESTIBULE GYP. E P. GYPSUM BOARD MAC. VINYL WALL COVERING HG HOLLOW CORE WITH HDR. HEADER WC WATER CLOSET HDRL.. HANDRAIL WD. WOOD HUWD. HARDWOOD W.H. WATER HEATER HDWR HARDWARE WO WITHOUT HGR. HANGER W.P. WEA11fERPRODF H.M. HOLLOW METAL WT. WEI GHT HORIZONTAL - • p Cj� . TUBE COLUMNS SHALL CONFORM TO ASTM A500, GRADE B (fy :: 46, 000 psi). WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992 (5O ksi} OTHER ROLLED STEEL SHAPES SHALL CONFORM TO ASTM A -36 (Fy' = 3E, 000 psi). WELDS NOT SPECIFIED SHALL BE 3/15" CONTINUOUS FILLET p MINIMUM. ALL Y+TFTdhS 'I0 BE BY CERTIFIED WELDERS. USE FRESH 170 ELECTRODES. SUBMIT SHOP DRAWINGS TO ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF STRUCTURAL STEEL_ MACHINE BOLTS TO BE A -307. HIGH STRENGHT ROLTS TO BE A -325. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH A.XSC ii .,. ®� )D 4 ., • FABRICATION AND ERECTION SPECIFICATION AND CONE OF STANDARD, CURRENi EDITION, WELDED HEADED STUDS SHALL CONFORM TO AWS D1.1. XPAL\SION BOLTS - SIMPSON WEDGE -ALL PER ER -3631, HILTI KWIK BOLT 3 PER ESR -1385 OR APPROVED EQUAL. EPDXY - SI)'PSON SET PER ESR -1772, HTLTT HY --150 PER ER-5192 OR APPROVED EQUAL. INSTALL BOTH EXPANSION BOLTS E EPDXY PER NOTED ICC-ES REPORTS. Date: City of Tukwila BUILDING DIVISION SEPARATE PERMIT REQUIRED FOR: �� goaded �F City of Tina BUILDING DIVISION RE111SION5 to t h e scope Of W ITC � a) of NOTE Div Sion. Vie • , � I - , $ plan I>ew plan may � � I This plan VMS reviewed for general amtfermawee with the ruNntri as amended by the jurisdiction: 7 4 structural Provisions of dire Interestinnal Building Code ❑ /Von- strut'tunti Provisions of the 1ncertetttiaaal Building CoJe ❑ Other, Th project applicant is responsihlc fur ruan seaee with sU •PlstEEtEle coder. eutrditierts of approval. end permit requiremesw subject to tir gyp: ad isiograiiiicon of the governing authority. This review does tot Mire. do Aeolitent sml !G>sittwa of kis rd of the respdtssifdlity for a complete design in ac. dates with as laws of dm Myra• jurisdietiou and the state of Washingto Jurisdiction .k O> �+-e X71'1 9 • . BY z, - Day - -191 E IwD dlsC Cmuslimil D .. 1(osos " JUN 2001 FEU' - 6�it,:r� i�a \, L 1 :L zv .._..____.. CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE SITE 17200 SOUTHCENTER PARKWAY TUKWILA, WA DRAWING INDEX, PROJECT CONTACTS, VICINITY MAP KEY PLAN REVISIONS BUILDING PERMIT SUBMITTAL : 10/10/06 BAR MINOR MODIFICATIONS : 10/25/06 TENANT REVISIONS : 11/03/06 COORDINATION / CITY COMMENTS : 11/17/06 PROGRESS SET : 12.04.06 PANEL REVEAL REVISIONS: 12/05/06 CONSTRUCTION SET: 01/12/07 PUBLIC WORKS REVIEW RESPONSES 01/22/07 PUBLIC WORKS REVIEW RESPONSES / 03/20/07 OWNER REQUESTED REVISIONS 04/16/07 PUBLIC WORKS REVIEW RESPONSES 05/16/07 CITY REVIEW RESPONSES 06/22/07 REGISTRATION FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKLAND, WA 98033 P:425.827.2100 F:425.828.6899 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: ARCHITECT MW 12/13/06 A03 -446 05/16/07 1416 A03 -446 A0.0.dwg A0.0 MMMZEMOMMEMEEMMN Copy 2007 Freiheit & Ho Architects, Inc., P.S. I 1 I _III MATERIAL QUALIFIED BY: CLASS FLAME- SPREAD INDEX A 0-25 B 26 -15 G 16-200 OCCUPANCY GROUP ENCLOSED VERTICAL EXITWAYS OTHER EXITWAYS ROOMS OR AREAS M G G G GENERAL NOTES GENERAL NOTES CONTINUED GENERAL NOTES CONTINUED PROJECT DATA I. ALL CONSTRUCTION SHALL COMPLY WITH THE 2003 INTERNATIONAL BUILDING CODE AS REVISED AND ADOPTED BY THE STATE OF WASHINGTON, THE AMERICANS WITH DISABILITIES ACT, AND ALL APPLICABLE LOCAL CODES, ORDINANCES, AND STANDARDS. 2. CONTRACTOR 15 TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND AS WON AS DISCOVERED SHALL NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. 3. CONTRACTOR SHALL SECURE AND PROVIDE ALL PERMITS FOR OCCUPANCY, UTILITIES AND ANY OTHERS REQUIRED BY GOVERNING AUTHORITIES BEYOND THE BASIC. BUILDING PERMIT, MAKING TIMELY APPLICATIONS AND INQUIRIES, PAYING ALL FEES AND POSTING ALL BONDS TO BE RELEASED AT THE COMPLETION OF CONSTRUCTION. 4. ALL ITEMS MARKED "N.1.0." ARE NOT PART OF THIS CONTRACT UNLESS OTHERWISE NOTED. 5. REPETITIVE FEATURES NOT NOTED ON DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 6. ALL WORK 51-IAI..L. BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S LATEST RECOMMENDATIONS OR WRITTEN DIRECTIONS. 1. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. THE CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY AND ALL DISCREPANCIES. 8. ALL DIMENSIONS ARE TO CENTERLINE OF COLUMN, FACE OF STUDS OR FACE OF CONCRETE WORK UNLESS OTHERWISE NOTED. '4. THE CONTRACTOR SHALL VERIFY ALL DOOR AND WINDOW ROUGH OPENING DIMENSIONS WITH DOOR AND WINDOW MANUFACTURERS. 10. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS SHALL SE THE SAME AS FOR OTHER SIMILAR WORK. IF QUESTIONS CANNOT BE RESOLVED IN THIS MANNER, CONTACT THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. II. WHERE DEVICES OR ITEMS OR PARTS THEREOF ARE REFERRED TO IN SINGULAR, IT 15 INTENDED THAT SUCH SHALL APPLY TO AS MANY SUCH DEVICES, ITEMS OR PARTS AS ARE REQUIRED TO PROPERLY COMPLETE 11-E WORK 12. THERE SHALL BE NO DEVIATIONS WHATSOEVER FROM THE CONTRACT DOCUMENTS WITHOUT THE ARCHITECT'S WRITTEN APPROVAL THEREOF. THE CONTRACTOR AGREES TO DEPEND, INDEMNIFY, AND HOLD THE ARCHITECT HARMLESS FROM ANY CLAIMS ARISING AS A RESULT OF UNAPPROVED CHANGES. 15. IF REQUIRED, A CONSTRUCTION BARRICADE SHALL BE INSTALLED BY THE CONTRACTOR, PAINTED, DETAILED, AND ILLUMINATED AS PER THE ARCHITECT'S DIRECTION. NO SIGNS OTHER THAN THOSE AUTHORIZED BY THE ARCHITECT WILL BE PERMITTED ON THIS BARRICADE. 14. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY COMPANIES UNLESS OTHERWISE NOTED IN THE PLANS AND SPECIFICATIONS. CONTRACTOR SHALL REQUEST VERIFICATION FROM UTILITY COMPANIES OF UNDERGROUND UTILITY LOCATIONS PRIOR TO BEGINNING EXCAVATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WTER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF HIS WORK. 15. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER, AND TOILET FACILITIES. 16. THE'. CONTRACTOR SHALL NOTIFY TENANTS PRIOR TO AND OBTAIN PERMISSION TO INTERRUPT UTILITY SERVICE. 11. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION STAKING. IF THEY DIFFER FROM THOSE SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT SO THAT MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH THE WORK. IS. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT IN A GLEAN (BROOM) CONDITION AT ALL TIMES. I. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. 20. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY ANY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL. REVISIONS, ADDENDA, AND CHANGE ORDERS, ON THE PREMISES AT ALL TIMES WHICH ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT. SETS SHALL BE PROVIDED TO THE OWNER WHEN COMPLETE PER SPECIFICATIONS. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE BUILDING AND SITE WHILE JOB IS IN PROGRESS AND UNTIL THE JOB 15 COMPLETED. 22. ALL OPERATIONS CONDUCTED ON THE PREMISES SHALL NOT BE OBJECTIONABLE BEYOND THE PROPERTY BOUNDARY LINES BY REASON OF NOISE, STEAM, ODOR, FUMES, GASES, SMOKE, VIBRATION, HAZARD OR OTHER CAUSES. 25. ALL DOWN SPOUTS, FOOTING, AND FOUNDATION DRAINS SHALL CONNECT TO THE STORM DRAINAGE SYSTEM. DOWN SPOUTS SHALL BE TIGHT -LINED SEPARATE FROM FOOTING AND FOUNDATION DRAINS. 23. SHOULD ANY UNUSUAL CONDITIONS BECOME APPARENT DURING GRADING, TRENCHING, FOUNDATION WORK, ETC., CONTACT OWNER FOR INSTRUCTIONS PRIOR TO CONTINUATION OF WORK. 24. LATHING, PLASTER, AND GYPSUM WALL BOARD SYSTEMS SHALL CONFORM TO CHAPTER 25 OF THE 2003 !B.C. 25. ALL GLASS AND GLAZING SHALL COMPLY WITH CHAPTER 24 OF THE 2005 I.B.G. AND THE US. PRODUCT SAFETY COMMISSION: SAFETY STANDARD FOR ARCHITECTURAL GLAZING MATERIALS (42 FR 1426; 16 CFR PART 1201). 26. ALL OPENINGS IN THE BUILDING ENVELOPE SUCH AS AT EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAME, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETHEEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS, AND DOORS SHALL BE SEALED, CAULKED, GASKETED, OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE AND ELIMINATE WATER PENETRATION. 21. REQUIRED FIRE HYDRANTS SHALL NOT BE OBSTRUCTED BY ANY STRUCTURE OR VEGETATION OR HAVE THE VISIBILITY IMPAIRED FOR A DISTANCE OF (15) FEET IN THE DIRECTION OF VEHICULAR APPROACH TO THE HYDRANT. 28. FLAMMABLE LIQUIDS SHALL NOT BE PLACED, STORED, OR DISPENSED IN THIS OCCUPANCY EXCEPT AS PROVIDED IN N.FPA. STANDARD 30 AND THE CURRENT INTERNATIONAL FIRE CODE. PERMIT MAY SE REQUIRED. 2q. PROTECT EXISTING ROOFING DURING CONSTRUCTION. PROVIDE ROOF COVERING COMPLYING WITH CHAPTER 11, 2003 IBC. ROOFING TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. S0. THE CONTRACTOR SHALL ENSURE THAT THIS PROJECT AND ALL CONSTRUCTION ACTIVITIES RELATED THERETO CONFORM WITH ALL LOCAL, REGIONAL, STATE, AND /OR FEDERAL REGULATIONS PERTAINING TO DISTURBING, DISPLACING, AND /OR REMOVAL OF ASBESTOS OR ASBESTOS CONTAINING MATERIALS. 51. DO NOT STORE HAZARDOUS MATERIALS IN EXCESS OF QUANTITIES LISTED IN IBC TABLES 301.1(I), 501.1 (2), AND 414 .2.4, 32. ALL SHEET METAL FASTENERS TO BE OF THE SAME MATERIAL AS SHEET METALS USED FOR FLASHING. WHERE CONNECTION OF DISSIMILAR MATERIALS OCCURS, PROVIDE ADEQUATE PROTECTION TO PREVENT DETERIORATION. THE PROTECTION SHALL INCLUDE, BUT NOT BE LIMITED TO, AN INSULATION COAT OF A BITUMINOUS PAINT EETYEEN ALL DISSIMILAR METALS. 33. MODIFY EXISTING SPRINKLING SYSTEM TO PROVIDE COVERAGE FOR NEW CONGEALED SPACES IN CANOPIES. SPRINKLER SYSTEM MODIFICATIONS ARE BIDDER - DESIGN. 34. INSTALL NEW LIGHTING PER PLANS. ELECTRICAL SYSTEMS ARE BIDDER - DESIGN. 35. INSTALL STANDING SEAM METAL ROOF PER MANUFACTURER'S SPECIFICATIONS. 36. INSTALL STONE VENEER PER MANUFACTURER'S SPECIFICATIONS. 31. PORTLAND CEMENT PLASTER ON META)_ LATH, SUBMIT PRODUCT DATA FOR EACH TYPE OF PRODUCT INDICATED. PROVIDE SAMPLES FOR EACH TYPE OF COLORED FINISH COAT INDICATED; 12 BY 12 INCHES, AND PREPARED ON RI60 BACKING. BEFORE PLASTERING, INSTALL MOCKUPS OF AT LEAST 100 SQ.FT. IN SURFACE AREA TO DEMONSTRATE AESTHETIC EFFECTS AND SET QUALITY STANDARDS FOR MATERIALS AND EXECUTION. APPLY PLASTER WHEN AMBIENT TEMPERATURE IS GREATER 'THAN 40 DEGREES FAHRENHEIT PROVIDE EXPANDED -METAL LATH: ASTM G 541 WITH ASTM A 653/A 653M, 660 (ZI80), HOT -DIP GALVANIZED ZING COATING. DIAMOND -MESH SELF - FURRING LATH WITH WEIGHT OF 2.5 LB /SQ. YD.. PROVIDE PAPER BACKING: F5 UU-B -140, TYPE I GRADE D, STYLE 2 VAPOR - PERMEABLE PAPER AT ALL EXTERIOR LOCATIONS. ALL CEMENT PLASTER ACCESSORIES TO COMPLY WITH ASTM G 1065 AND COORDINATE DEPTH OF TRIM AND ACCESSORIES WITH THICKNESSES AND NUMBER OF PLASTER COATS REQUIRED. PROVIDE ZINC - COATED GALVANIZED ACCESSORIES: FOUNDATION WEEP SCREED: FABRICATED FROM HOT -DIP GALVANIZED STEEL SHEET, ASTM A 653/A 655M, 560 (ZI80) ZINC. COATING, CORNERITE: FABRICATED FROM METAL LATH WITH ASTM A 653/A 655M, 660 (ZI80), HOT-DIP GALVANIZED ZING COATING, EXTERNAL- CORNER REINFORCEMENT: FABRICATED FROM METAL LATH WITH ASTM A 655/A 655M, 660 (ZI80), HOT -DIP GALVANIZED ZING COATING, CORNBEADS: FABRICATED FROM ZINC - COATED GALVANIZED STEEL, SMALL-NOSE STYLE, CASING BEADS: FABRICATED FROM ZINC -COATED GALVANIZED STEEL, SQUARE -EDGE STYLE, WITH EXPANDED FLANGES, CONTROL JOINTS: FABRICATED FROM ZINC - COATED GALVANIZED STEEL, ONE -PIECE -TYPE, FOLDED PAIR OF UNPERFORATED SCREEDS IN M- SHAPED CONFIGURATION WITH PERFORATED FLANGES AND REMOVABLE PROTECTIVE TAPE PLASTER FACE OF CONTROL JOINT. WATER FOR MIXING SHALL BE POTABLE AND FREE OF SUBSTANCES CAPABLE OF AFFECTING PLASTER SET OR OF DAMAGING PLASTER, LATH, OR ACCESSORIES. PROVIDE ACRYLIC-BASED FINISH COATINGS: FACTOR'( -MIXED ACRYLIC - EMULSION COATING SYSTEMS, FORMULA WITH COLORFAST MINERAL PIGMEVTS AND FINE AGGREGATES; FOR USE OVER PORTLAND CEMENT PLASTER BASE COATS. INCLUDE MANUFACTURER'S RECOMMENDED PRIMERS AND SEALING TOPCOATS FOR ACRYLIC -BASED FINISHES. PLASTER MIXES TO COMPLY WITH ASTM G 4 126 FOR APPLICATION INDICATED. PROVIDE PORTLAND CEMENT BASE -COAT MIXES OVER METAL LATH: SCRATCH AND BROWN COATS FOR THREE -GOAT FLASTERNORK AS FOLLOWS: A. SCRATCH COAT: FOR CEMENTITIOUS MATERIAL, MIX I PART PORTLAND CEMENT AND 5/4 TO I -1/2 PARTS LIME. USE 2 -1/2 TO 4 PARTS AGGREGATE PER PART OF CEMENTITIDUS MATERIAL (SUM OF SEPARATE VOLUMES OF EACH COMPONENT MATERIAL). B. BASE COAT: FOR GEMENTITIOUS MATERIAL, MIX I PART PORTLAND CEMENT AND 3/4 TO I.-I/2 PARTS LIME. USE 3 TO 5 PARTS AGGREGATE PER PART OF GEMENTITIOUS MATERIAL (SUM OF SEPARATE VOLUMES OF EACH COMPONENT MATERIAL). ACRYLIC -BASED FINISH COATINGS SHALL COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. PROTECT ADJACENT WORK FROM SOILING, SPATTERING, MOISTURE DETERIORATION, AND OTHER HARMFUL EFFECTS CAUSED BY PLASTERING. PREPARE SOLID - PLASTER BASES THAT ARE SMOOTH OR THAT DO NOT HAVE THE SUCTION CAPABILITY REQUIRED TO BOND WITH PLASTER ACCORDING TO ASTM C 6 126. INSTALL EXPANDED -METAL LA'T'H ACCORDING TO ASTM G 1063. INSTALL ACCESSORIES ACCORDING TO ASTM C1065 AND AT LOCATIONS INDICATED ON DRAWINGS. PLASTER APPLICATION SHALL COMPLY WITH ASTM C 926. APPLY ACRYLIC -BASED FINISH COATING SYSTEM, INCLUDING PRIMERS, FINISH COATS, AND SEALING TOPCOATS, ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. CUT, PATCH, REPLACE, AND REPAIR PLASTER AS NECESSARY TO ACCOMMODATE OTHER WORK AND TO RESTORE CRACKS, DENTS, AND IMPERFECTIONS. REPAIR OR REPLACE WORK TO ELIMINATE BLISTERS, BUCKLES, CRAZING, DRY OUTS, EFFLORESCENCE, SWEAT OUTS, AND SIMILAR DEFECTS AND WHERE BOND TO SUBSTRATE HAS FAILED. 38. EXTERIOR PAINTING. SUBMIT PRODUCT DATA FOR EACH TYPE OF PRODUCT INDICATED. SUBMIT SAMPLES FOR EACH FINISH AND FOR EACH COLOR AND TEXTURE REQUIRED. FURNISH EXTRA MATERIALS THAT ARE FROM THE SAME PRODUCTION RUN (BATCH MIX) AS MATERIALS APPLIED AND THAT ARE PACKAGED FOR STORAGE AND IDENTIFIED WITH LABELS DESCRIBING CONTENTS. FURNISH AN ADDITIONAL 5 PERCENT, BUT NOT LESS THAN I GAL. OF EACH MATERIAL AND COLOR APPLIED. PROVIDE MATERIALS FOR USE WITHIN EACH PAINT SYSTEM THAT ARE COMPATIBLE WITH ONE ANOTHER AND SUBSTRATES INIDICATED, UNDER CONDITIONS OF SERVICE AND APPLICATION AS DEMONSTRATED BY MANUFACTURER, BASED ON TESTING AND FIELD EXPERIENCE. FOR EACH COAT IN A PAINT SYSTEM, PROVIDE PRODUCTS RECOMMENDED IN WRITING BY MANUFACTURERS OF TOPCOAT FOR USE IN PAINT SYSTEM AND ON SUBSTRATE INDICATED. COLORS: MATCH ARCHITECT'S SAMPLES OR AS INDDCATED IN THE FINISH SCHEDULE. EXAMINE SUBSTRATES AND CONDITIONS, WITH APPLICATOR PRESENT, FOR COMPLIANCE WITH REQUIREMENTS FOR MAXIMUM MOISTURE CONTENT AND OTHER CONDITIONS AFFECTING PERFORMANCE OP WORK PREPARATION AND APPLICATION: COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS APPLICABLE TO SUBSTRATES AND PAINT SYSTEMS INDICATED. CLEAN SUBSTRATES OF SUBSTANCES THAT COULD IMPAIR BOND OF PAINTS, INCLUDING DIRT, OIL, GREASE, AND INNCOMPATIBLE PAINTS AND ENCAPSULANTS. REMOVE INCOMPATIBLE PRIMERS AND REPRIME SUBSTRATE WITH COMPATIBLE PRIMERS AS REQUIRD TO PRODUCE PAINT SYSTEM INDICATED. APPLY PAINTS TO PRODUCE SURFACE FILMS WITHOUT CLOUDINESS, SPOTTING, HOLIDAYS, LAPS, BRUCH MARKS, ROLLER TRACKING, RUNS, SAGS, ROPINESS, OR OTHER SURFACE IMPERFECTIONS. CUT IN SHARP LINES AND COLOR BREAKS. PROTECT WORK OF OTHER TRADES AGAINST DAMAGE FROM PAINT APPLICATION. CORRECT DAMAGE TO WORK OF OTHER TRADES BY CLEANING, REPAIRING, REPLACING, AND REFINISHING, AS APPROVED BY ARCHITECT, AND LEAVE IN AN UNDAMAGED CONDITION. AT COMPLETION OF CONSTRUCTION ACTIVITIES OF OTHER TRADES, TOUCH UP AND RESTORE DAMAGED OR DEFACED SURFACES. A. STEEL SUBSTRATES: ALKYD SYSTEM: MPI EXT 5.ID I) PRIME COAT: ALKYD ANTICORROSIVE METAL PRIMER. 2) INTERMEDIATE COAT: EXTERIOR ALKYD ENAMEL MATCHING TOPCOAT. 5) TOPCOAT: EXTERIOR ALKYD ENAMEL SEMIGLOSS. B. GLU- LAMINATED BEAM AND COLUMN SUBSTRATES: ALKYD SYSTEM MPI EXT 6.113 I) PRIME COAT: EXTERIOR ALKYD WOOD PRIMER 2) INTERMEDIATE GOAT: EXTERIOR ALKYD ENAMEL MATCHING TOPCOAT. 3) TOPCOAT: EXTERIOR ALKYD ENAMEL FLAT. C. DIMENSION LUMBER SUBSTRATES, NONTRAFFIC SURFACES: ALKYD SYSTEM: MPI EXT 62C I) PRIME COAT: EXTERIOR ALKYD WOOD PRIMER. 2) INTERMEDIATE COAT: EXTERIOR ALKYD ENAMEL MATCHING TOPCOAT. 5) TOPCOAT: EXTERIOR ALKYD ENAMEL FLAT. 361. AN APPROVED PUBLIC SAFETY KEY BOX SHALL BE INSTALLED ADJACENT THE MAIN ENTRANCE AND SHALL BE CLEARLY VISIBLE AND MOUNTED WITHIN SIX FEET OF THE GRADE. THE KEY BOX SHALL CONTAIN KEYS TO OPEN DOORS OR OTHER ACCESS MEANS AT TFE FOLLOWING LOCATIONS: -THE MAIN ENTRANCE -ROOMS CONTAINING CONTROL VALVES FOR AUTOMATIC SPRINKLER SYSTEMS -ROOMS CONTAINING FIRE ALARM SYSTEM CONTROL PANELS -ROOMS CONTAINING MAIN ELECTRICAL SERVICE PANELS. THE KEY BOX SHALL CONTAIN KEYS THAT SHALL SE CLEARLY MARKED AS WHAT DOOR, ROOM, AREA, OR LOCK THEY SERVE. .40. ALL SERVICE WATER PIPING AND RAINLEADER PIPING WITHIN THE BUILDING TO BE INSULATED. 41. ALL CABLING AND WIRING NOT IN CONDUITS OR FULL SURROUND CABLE TRAYS SHALL HAVE A FLAME SPREAD RATING OF LESS THAN 25 AND A SMOKE DEVELOPMENT RATING OF LESS THAN 50. 42. ALL ELEVATIONS SHOWN REFER TO DATUM AS NOTED ON SURVEY. 43. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT IN A CLEAN (BROOM) CONDITION AT ALL TIMES. 44. ALL EXPOSED GYPSUM BOARD TO HAVE METAL EDGES AT ALL CORNERS AND WALL INTERSECTIONS. 45. ALL TEARS AND JOINTS IN BATT INSULATION TO BE SEALED WITH TAPE. 46. PROVIDE VAPOR BARRIERS ON WARM SIDE (GAB. SIDE) OF WALL. EXPOSED VAPOR BARRIERS SHALL HAVE A FLAME SPREAD RATING OF 25 OR LESS. 47. PROVIDE EXIT SIGNS AND ILLUMINATION CONFORMING TO THE 2003 !B.C. CHAPTER 10. VERIFY REQUIREMENTS AND LOCATIONS WITH BUILDING OFFICIAL AND ARCHITECT PRIOR TO INSTALLATION. EXIT SIGNS SHALL 13E LOCATED IN COMPLIANCE WITH SECTION 1001.1 4 1011.1 USING BLOCK LETTERS 6 INC HCS IN HEIGHT WITH A STROKE OF NOT LESS THAN 3/4° PER SECTION 10115.1 AND ILLUMINATED PER SECTION 1011.4 4 1011.5. A. EXIT SIGN ILLUMINATION ON SEPARATE BRANCH CIRCUIT, B. EXIT SIGN 4 ILLUMINATION ON SEPARATE SOURCES OF POWER, C. EXIT ILLUMINATION OF I FOOT CANDLE MINIMUM AT FLOOR LEVEL. 48. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING ANY HAZARDOUS AREA OR WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE. THE FORCE REQUIRED TO OPEN A SIDE SWINGING EXIT DOOR SHALL NOT EXCEED SO POUNDS APPLIED AT THE LATCH SIDE. CHAPTER. 10, I.B.C. EXCEPT THAT AT EXIT DOORS WITHINTHE ACCESSIBLE ROUTE OF TRAVEL SUCH FORGE SHALL NOT EXCEED 8.5 POUNDS. AT EXTERIORDOORS WHERE ENVIRONMENTAL CONDITIONS REQUIRE GREATER CLOSING PRESSURE, POWERASSISTED DOORS SHALL BE USED WITHIN THE ACCESSIBLE ROUTE OF TRAVEL. 441. ALL DRAPES, HANGINGS, CURTAINS, ARTIFICIAL PLANTS, FALSE FACADES, AND ALL OTHER DECORATIVE MATERIAL, THAT WOULD TEND TO INCREASE THE FIRE AND PANIC HAZARD SHALL BE MADE FROM NONFLAMMABLE MATERIAL, OR SHALL BE TREATED AND MAINTAINED IN A FIRE RETARDANT CONDITION BY MEANS OF A FLAME RETARDANT SOLUTION OR PROCESS APPROVED BY THE FIRE MARSHAL. PROVIDE A CERTIFICATION TO THIS EFFECT. A. EXIT DOORS, EXIT LIGHTS, AND FIRE EXTINGUISHER LOCATIONS SHALL NOT BE CONCEALED OR OBSTRUCTED BY ANY DECORATIVE MATERIAL. B. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISHES SHALL BE PER CHAPTER 8 OF THE 2003 IB.C. ALL FOAM PLASTICS SHALL. COMPLY WITH THE REQUIREMENTS SPECIFIED IN CHAPTER 1 OF THE 2003 I.B.C. FLAME SPREAD CLASSIFICATION 50. SPRINKLER/ RISER ROOM DOOR SHALL HAVE SIGN THAT READS "FIRE SPRINKLER CONTROL'. LETTERS SHALL BE AT LEAST ONE INCH HIGH AND SHALL CONTRAST WITH THEIR BACKGROUND. 51. BIDDER DESIGNED FIRE EXTINGUISHERS: VERIFY LOCATION, TYPE, AND SIZE PER FIRE MARSHAL REQUIREMENTS. CONTRACTOR TO PROVIDE ALL TEMPORARY AND PERMANENT FIRE EXTINGUISHERS REQUIRED UNDER NFPAIO MOST RECENT EDITION AND APPROVED BY THE FIRE MARSHAL. CONFIRM ACCEPTABILITY OF LOCATION WITH OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 52. INSULATION INCLUDING FACINGS SHALL HAVE A MAXIMUM FLAME SPREAD RATING OF .25 AND A MAXIMUM SMOKE DENSITY OF 450 WHEN TESTED IN ACCORDANCE WITH CURRENT IBC STANDARDS. 53. ALL FOAM PLASTIC INSULATION, INCLUDING BUT NOT LIMITED TO THE RIGID ROOF INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 15 AND A SMOKE DEVELOPED RATING OF NOT MORE THAN 450 (PER IB.C. SECTION 2605.5). INSULATION IN WALLS, FLOOR - CEILING, ROOF,PIPING, ETC., SHALL COMPLY WITH IBC 1I9. 54. WHEN EXPOSED TO PROBABLE VEHICULAR DAMAGE DUE TO PROXIMITY OF VEHICULAR TRAFFIC, ABOVE GROUND GAS METERS, REGULATORS, AND PIPING SHALL BE SUITABLY PROTECTED PER 2003 IBC. 55. AN AUTOMATIC FIRE SPRINKLER AND FIRE ALARM SYSTEM SHALL BE INSTALLED IN THE PROPOSED BUILDING PER LOCAL AND U.F.C. REQUIREMDNTS. BOTH SYSTEMS SHALL BE BIDDER DESIGNED. 56. SPRINKLER PIPES IN UNHEATED SPACES SHALL BE FULLY INSULATED OR SHALL BE A DRY TYPE SYSTEM. 51. PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGNAGE TO IDENTIFY ALL FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS. SIGNS SHALL. COMPLY WITH SECTION IBC 1110. 58. PROVIDE OCCUPANT LOAD SIGNS PER IB.G. 1004.3 REQUIREMENTS AND AS REQUIRED BY THE FIRE MARSHAL. 54. SIGNS WHICH DESIGNATE ROOMS AND SPACES SHALL COMPLY WITH AMERICANS W/ DISABILITIES ACT. 60. PLACE NO MAINS, PIPING, CONDUIT OR OBSTRUCTION OF ANY KIND SO AS TO IMPAIR GIVEN CEILING HEIGHTS AND CLEARANCES. 61. SOUND INSULATE ALL PLUMBING WALLS AND DRAIN LINES, ABOVE THE FLOOR SLAB. 62. ALL SERVICE WATER PIPING AND PIPING WITHIN THE BUILDING TO BE INSULATED. 65. ELECTRICAL ROUGH -IN AND REFLECTED CEILING PLAN ARE FOR THE GENERAL INFORMATION OF THE CONTRACTOR. EXACT LOCATIONS SHOULD BE VERIFIED. ELECTRICAL SYSTEMS, INCLUDING SITE ELECTRICAL DESIGN SHALL BE BIDDER DESIGN. ALL ELECTRICAL WORK SHALL BE UNDER SEPARATE PERMIT. 64. THE BUILDING SHALL HAVE APPROVED ADDRESS NUMEERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FORM THE STREET OR ROAD FRONTING THE PROPERTY. VERIFY EXACT LOCATION WITH FIRE MARSHALL 65. THE CONTRACTOR SHALL VERIFY ALL "BUILDING STANDARDS' WITH BUILDING OWNER PRIOR TO BEGINNING ANY WORK. HOWEVER, THERE SHALL BE NO DEVIATIONS WHATSOEVER FROM THE CONTRACT DOCUMENTS WITHOUT THE ARCHITECTS'S MITTEN APPROVAL THEREOF. THE CONTRACTOR AGREES TO DEFEND, INDEMNIFY, AND HOLD THE ARCHITECT HARMLESS FROM ANY CLAIMS ARISING AS A RESULT OF UNAPPROVED CHANGES. 66. CONTRACTOR SHALL SECURE RELEVANT CITY AND STATE APPROVALS RELATING TO FIRE, CONSTRUCTION, LABOR, HEALTH AND LISCENSING. CONTRACTOR SHALL FURTHER POST ALL BONDS AND SECURE ALL INSURANCE REQUIRED BY LAW OR CONTRACT, FORWARDING PROOF OF SUCH ACTIONS TO THE OWNER PRIOR TO COMMENCEMENT OF CONSTRUCTION. 61. CONTRACTOR SHALL PROVIDE DRAWINGS, SHOP ORA MING5 AND CALCULATIONS AS REQUIRED FOR OWNER APPROVAL AND PERMITTING OF THE FIRE ALARM DETECTION/MONITORING SYSTEM, HVAC SYSTEM, AND ALL OTHER SYSTEMS REQUIRING BIDDER DESIGN. SUCH REVIEW SHALL BE SY THE OWNER AND LOCAL AUTHORITIES AS REQUIRED. ALLOW A MINIMUM OF TWO WEEKS REVIEW. 68. THE CONTRACTOR SHALL PROVIDE AS -BUILT MODIFICATIONS TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, FIRE AND SMOKE MONITORING DETECTION SYSTEMS ON REPRODUCIBLE PAPER. SUCH AS -BUILT DRAWINGS WILL BE COMPLE TED, SUBMITTED, AND APPROVED BY THE OWNER PRIOR TO FINAL PAYMENT. 661. PROVIDE, BLOCKING IN ALL WALLS TO SUPPORT CABINETRY, SHELVING, BATHROOM FIXTURES, DISPLAY RAILS AND ALL OTHER EQUIPMENT OR IMPROVEMENTS AS REQUIRED. EXTERIOR PAINTING SCHEDULE: LEGAL DESCRIPTION DESCRIPTION: PARCEL A: THAT MOTION OF THE NORTHWEST QUARTER OF TIE SOUTH EAST QUARTER AND OF THE NORTHEAST QUARTER OF THE SOUTH WEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, WM., DESCRIBED AS FOLLOWS; BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 26; THENCE NORTH 88 °05'42 WEST ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER, A DISTANCE OF I .68 FEET TO THE WEST LINE OF THE EAST 659.54 FEET OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH 01 °41'2 WEST ALONG SAID WEST LINE A DISTANCE OP 65825 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID WEST LINE, A DISTANCE OF 662.05 FEET TO THE SOUTH LINE OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE NORTH 81 °55 WEST ALONG SAID SOUTH LINE, 666.56 FEET TO THE WEST LINE OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE NORTH 0112'25' EAST ALONG SAID WEST LINE, 661.03 FEET; THENCE SOUTH 88 °00'36° EAST 613.30 FEET TO THE POINT OF BEGINNING; EXCEPT THAT PORTION CONVEYED TO THE CITY OT TUKWILA BY DEED RECORDED UNDER RECORDING NO. 4 1408290323 FOR MINKLER BOULEVARD; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL B: THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF TEH SOUTHEAST QUARTER OF SAID SECTION 26; THENCE NORTH 88 0 05 1 42° WEST ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER, A DISTANCE OF 2618.68 FEET TO THE EAST LINE OF SAID NORTHEAST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH 01 °12 NEST ALONG SAID EAST LINE 65729 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 0112'25" WEST 661.03 FEET TO THE SOUTH LINE OF SAID NORTHEAST QUARTER OF THE SOUTHEEST QUARTER; THENCE NORTH 87 °55'53° WEST ALONG SAID SOUTH LINE, 185.28 FEET; THENCE NORTH OI °58'27" EAST 549.95 FEET; THENCE NORTH S1 ° 55'53' WEST 48 FEET; THENCE SOUTH 02 °04'01" WEST 10 FEET; THENCE NORTH 81 °55'53' WEST 311.43 FEET TO A TANGENT CURVE TO THE LEFT, WITH A RADIUS OF 25 FEET; THENCE SOUTHMEESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 610 °55'31 ", AN ARC DISTANCE OF 3 FEET; THENCE NORTH 01 0 0855° EAST TO A POINT NORTH 88 °00'36° WEST FROM THE TUBE POINT OF BEGINNING; THENCE SIXTH 88 °00'36" EAST TO THE TRUE POINT OF BEGINNIG; EXCEPT THAT PORTION CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING NO. 4 14082410323 FOR MINKLER BOULEVARD; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. PARCEL C: THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHYEST QUARTER OF SECTION 26, TOHNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 26; THENCE NORTH 88 ° 05'42' WEST ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER, A DISTANCE OF 2618.68 FEET TO THE EAST LINE OF SAID NORTHEAST QUARTER OF THE 50UTHWEST QUARTER; THENCE SOUTH 0I92'25" WEST ALONG SAID EAST LINE 1318.32 PEET TO THE SOUTH LINE OF SAID NORTHEAST QUARTER OF THEE SOUTHWEST QUARTER; THENCE NORTH 81 °55 WEST ALONG SAID SOUTH LINE, 185.28 FEET TO THE TRUE POINT OF BEGINNING THENCE GONTUNUING NORTH 81 °55'53" NEST 4341.42 FEET TO THE EAST RIGHT -OF -WAY LINE OF SOUTHCENTER PARKWAY; THENCE NORTH OI °0855" EAST 31454 FEET ALONG SAID EAST RIGHT -OF WAY LINE TO A TANGENT CURVE TO THE RIGHT WITH A RADIUS OF 25 FEE; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 610 °55'31 ", AN ARC, DISTANCE OF 34.61 FEET; THENCE SOUTH 81 °55'53" EAST 371.43 FEET; THENCE NORTH 02 °04 EAST 10 FEET; THENCE SOUTH 81 °55'55" EAST 48 FEET; THENCE SOUTH OI °58'21" WEST 3461.615 FEET TO THE TRUE POINT OF BEGINNING; GENERAL 517E DATA: AUTHORITY: PROTECT ADDRESS: ZONING: ACGESSOR'S PARCEL NUMBERS: SITE AREA AREAS OF WORK: BUILDING USES PROPOSED: EUIL_DINGS N: 45,844 5F 5: 46,611 5F KOHL'S: 611,105 SF PETCO: 15,202 SF NORDSTROM'S RACK: 35,316 SF TOTAL BUILDING AREA 238,016 SF PERCENTAGE OF SITE COVERAGE (STRUCT.) CITY OF 'TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 4 18188 -2544 11200 SOUTHCENTER PARKWAY TUKWILA URBAN CENTER ( TUG ) 262304 26230441081 262304 11 8115.02 S.F. OR 18.8 ACRES. 811,502 SF. ENTIRE SITE RETAIL 238,076 BUILDING AREA 1 811502 SITE AREA : 24% BUILDING CODE COMPLIANCE: ('E' BUILDING'S ONLY) BUILDING CODE: OCCUPANCY GROUP: CONSTRUCTION TYPE: DEFERRED SUBMITTALS: 2005 IBC W/ WA STATE AMENDMENTS 2004 WA STATE ENERGY CODE M (MERCANTILE) TYPE V-B, FULLY SPRINKLERED FIRE SUPRE SION SYSTEM - FULLY SPRINKLERED PER 2003 IFC HVAC SYSTEMS PER 2003 EMC / 2005 WA STATE VENTILATION AND INDOOR AIR QUALITY CODE PLUMBING PER 2003 UNIFORM PLUMBING CODE W/ AMENDMENTS PROJECT DESCRIPTION DESCRIPTION: NEV CONSTRUCTION OF ONE -STORY RETAIL BUILDINGS WITH PARKING LOT, SITE AMENITIES, AND PLANNED LANDSCAPING REQUIRED SPECIAL INSPECTIONS IN ADDITION TO INSPECTIONS AS REQUIRED IN IBC 2005, SECTION 104, THE FOLLOWING SPECIAL INSPECTIONS UNDER IBC 2005, SECTION 1104 WILL BE REQUIRED: SECTION 1104.2 INSPECTION OF FABRICATORS SECTION 1104.3 STEEL CONSTRUCTION SECTION 11043.1 WELDING SECTION 1104.32 DETAILS SECTION 1104.3.3 HIGH - STRENGTH BOLTS SECTION 1104.4 CONCRETE CONSTRUCTION SECTION 1704.4.1 MATERIALS SECTION 1104.10 WALL PANELS AND VENEERS %EVIEWEP ° ��p,NCE APPROV COMPLIAN 3U\. 2, 0 2001 City Of 'Tukwila BUILDING D /(°' . 7 ' \JED CITY TI_+ \NILE MAY 212007 CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE 17200 SOUTHCENTER PARKWAY TUKWILA, WA GENERAL NOTES, LEGAL & PROJECT DESCRIPTION, PROJECT DATA KEY PLAN REVISIONS BUILDING PERMIT SUBMITTAL : 10/10/06 BAR MINOR MODIFICATIONS : 10/25/06 TENANT REVISIONS : 11/03/06 COORDINATION / CITY COMMENTS : 11/17/06 PROGRESS SET : 12.04.06 PANEL REVEAL REVISIONS: 12/05/06 CONSTRUCTION SET: 01/12/07 PUBLIC WORKS REVIEW RESPONSES 01/22/07 PUBLIC WORKS REVIEW RESPONSES / \ 03/20/07 OWNER REQUESTED REVISIONS 04/16/07 PUBLIC WORKS REVIEW RESPONSES 05/16/07 REGISTRATION FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SURE 300 0RKLAND, WA 98033 P:425.827.2100 F:425.828.6899 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: SITE MW 12/13/06 A03 -446 05/16/07 1349 A03- 446_A0.O.dwg SHEET A1.0 csamniummissmasimis Copyright 2007 Freiheit & Ho Architects, Inc., P.S. Aw r 66 mosialS- A (43,844 S.F.) FP =26.5 Cilw � TL N 88 °00'00" W • N 801 °34'49" W - N 86 °24'22" E ' `` r � ��ger+mr�wiaa ,.�� [S'''AC 1y� /f r /iti�� �°``m.mas i Il taaiita�aa�iis � ttTr_ = e �,��, .�,�, ,�' _xaaaa t4•.�f r �._ . , �. ��.:a /i�.��"cm��a �® rf'�r .6 SP .� = ' '�► Ns'. �t -• 'aw m,i.oll�s,.a ® -- =Y l'w�i maaaa a■ - a tatc ��. ��lp.�Qi���l�°'`�'�r��lt�. � � �® � ar111�Itattaa� °.- .r.aa�1;" �rar � - .' +- w C. C. !' C G T il� r ��ly� , �elr�..t��at�e 1,2 tsr.mseriz a' mazz " aziac=gc2. o -raza m . sitar -4t> E + v • >a - ' r , A mom ifI1 ii Wined i ii;g1 I " 1 1291."' �iuii if Si MU! IloasiIr swum �N imam M EL NNW 1VlslldIII; I II! - - - _arl NORDSTROM'S RACK (35,316 S.F.) FF =26 15-O" REQUIRED BUILDING SETBACK Ira •�i' • 0 ■ ua eas RE■t I RO ■ SGAFIN 5 1 G �; 'ill r.. - - El � _ _ A► �� a .��' 16 - /'! ►_■ � `� ~! _ ,��j " +'R r . 2zir at simm �aratttm ul! �h�. {Ili e /� ' .;� ► ►V! .� `�y.. _ . . wr ��mataasaa .1 9 ■ " � �I. IIbC� ®meat.H.e.mus iniums ft�rs n.46" =. [ i°_'� ftwom ° �'.�.cc / / / /,/ .a�.wII.a .tea _. ; a �a ®����t��ii�� ii • • •atttt�..a � TYP. � ' • Ar cu LEGEND KEYNOTES City of Tukwila I T. 5>=E GIt fin i ' is r _ ",•�. - . r i - .4 .•.. � .,. ..,. .. ... .A I, _._. - '. � "' O ___. f ,I • I �j I� 1 u - 11 ' . ' , ' di . - .. ._ , , / /.z rr��a .a�aa� .--_ ..... , -�- - .• tisa �i�i. ,� -_ ... . • -- -- _ - -- -- - - ' :� �11�� �aaltr ••_,�Pe„�- -'��G- • a�q � �a�,r• nI `,,,ar �`iirRi P.S arer 1LYtlt�ir • j;r-� • _ A'�Dia r � 3 YALU. `SEE GIVIL a!llLi'i - '� $1��SIm�9 A..I�se�lalAESla4 �•� -� ' ��, � �. -. R:,4 r �- �iir�iicr� ..,, � �p1 n � - 'i 1�.�, - • :� Q�1�1 � • �I -, .7Cf1 :- A�- t ar`" ' '.i '.� ��� • :��rs*- r�+r- rr�r�awrr +ate �e � aul g 1 r #t.aerllll��I . ,� v _ A�7.. • �' -' m \�r.�1^� �y �1rgYir�Y_�t ��fl ��. e�a�. d • � rr [ad4ss� a• �I�ll � a tr 741ri.> ..� _ _ _ '•.� ._ ®4 �_ -_ - rAr ® a a.>� r.a� : r • STRIP C URB �1�� .. �!f�ts�® a�� _ 1 L 5 - • rig :. / '° �r4a.g . • L - OF -FVAY DEDIGATI t'� ON 1J �r� RIrfIRED SIDEWALK . /. / I. Nib a . N 4N t�� % J %�I / 10 �9' 'r .2 P-!! _ _ FILE COW •�,�. n �� • ¢r NEw PROPERTY LINE v ' � x I EIALY LgP,ED RE = -LA p,D) STING PROPERTY LINE Permit No. c Man review ^provai Is subject to errors and omissloilL r_ r., uctiort doarments does not authorf'ze the v:D'�.. _ :� c : ' co - - �d de or ordinary e. Recall* Cr a� -• ! ; : c - J cMnd:tiort, is nriedge� PROJECT DATA 24' -6" TOTAL R.O.W. DEDICATION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. PROJECT DATA LOADING LOADING SCISSORS LIFT BY TENANT VAULT. SEE CIVIL 41 -6" CL INTE SE�TIO IE' - 0" REQUIRED BUILDING SETBACK LANDSCAPE AREA STAMPED COLORED CONCRETE PAVING. SCORED ARCHITECTURAL CONCRETE W/ INTEGRAL COLOR CONCRETE PAVING (PEDESTRIAN CIRCULATION) 0 0 0 0 0 0 0 0 10 II 12 13 14 N 88 ° 00'00" W SO PARKING LOT LIGHT PER SITE LIGHTING PLAN. PROPOSED TRANSFORMER LOCATION OUTLINE OF EXISTING DEMOLISHED BUILDING. FIRETRUGK TURNAROUND EXISTING STE 1-EATER = AM ATER TO BE REMOVED. EXISTING GA5 METER TO BE RELOCATED. E=XISTING CONCRE=TE TANKS TO BE REMOVED. RETAINING WALL CONCRETE WHEEL STOP SEE DETAIL 12/A2.5 EXISTING WATER VAULT TO BE REMOVED LANDSCAPE PAVILION, PER 12/A2.8, SOUTH LANDSCAPE PAVILION 5IM., REFER TO LANDSCAPE DRAWINGS BUILDING 5 SCREEN WALL, PER I5/A2.11 PEDESTRIAN WALK -THRU STRUCTURE, PER 9 /A2.SA BUILDING 5 $ N TRASH/RECYCLE ENCLOSURE, PER OI /A2.5 FIRE HYDRANT PER CIVIL DRAWINGS. EXISTING UTILITIES TO REMAIN. ER NEW MONUMENT SIGN, P 1/A2.II IS BUILDING E SCREEN W PE ALL, R 13/A2.10 '-6 DEDICATION 0 EXISTING TRAFFIC CONTROLLER CABINET TO REMAIN. 0 TRELLIS STRUCTURE W/ BUILT IN BENCH, PER S /A2.7 BUILDING 5, N, $ E ACCESSIBLE RAMP AND RAILING, PER 21/A2.1, 0I /A2.1A, 04/A2.7A, OI /A2.1B. O BOLLLARD LIGHT FIXTURE, PER I4/A2.6 5IM. 24 GAS METERS O ENTRY MONUMENT SIGN, PER IS /A2.11 26 BUILDING 1± TRASH/RECYCLE ENCLOSURE, PER 6/A2.6 21 PEDESTRIAN DECORATIVE LIGHT POLL= 28 BENCH PER LANDSCAPE 201 WEST VAULT 264 -T PER EST PHONE COMPANY O RPBA BOX PER CIVIL 31 TREE PIT PER LANDSCAPE 32 BRICK PLANTER PER I6/A2.15 33 BRICK PLANTER/BENCH PER 24/A2.15 34 EXISTING STREET LIGHT TO BE RELOCATED PER CIVIL. 35 REMOVE EXISTING CROSSWALK AND STOP -BAR AND RE- STRIPE AS SHOWN. 0 NEW STRAIGHT -ON CURB RAMP SEE DETAIL 5/A2.5 53 3"f RE- LOCATE EXISTING SIGNAL LIGHT AS SHOWN. 0 EXISTING 2- TRAFFIC JUNCTION BOXES TO BE REL 38 OCATED. VAN ACCESSIBLE SIGN SEE DETAIL 2/A25 WIG BOULEVARD CD CD 41 42 43 0 0 0 41 0 0 51 s2 (CONTROL LI NON - LIGHTED BOLLARDS PER DETAIL I4/A2.5 BARRIER FREE PARKING SYMBOL SEE DETAIL I/A25 CART CORRAL TRAFFIC ARROW PER DETAIL 15/A25, 2I/A2.5 TRAFFIC STOP BAR 5E PETAILI1 /A25 BARRIER FREE CURB RAMP (FLARED), SEE DETAIL 4/A2.5 CONCRETE CURB SEE DETAIL 15/A2.5 CONCRETE SIDEWALK SEE PETAL II/A25 SIDEWALK EXPANSION JOINT SEE DETAIL 5/A25 PROVIDE CONCRETE CONTROL JOINT SEE DETAIL 6/A25 FROST PROTECTED HOSE BIB GROUND MTD. DIRECTIONAL SIGNS N 88 °00'00" W 5, N, 4 E BUILDING OUTDOOR PATIO, PER I5/A2.15 • I2/A2.15 4 25/A2.15. CURB AND GUTTER, SEE DETAIL IS /A25 (OCCURS ONLY IN CALLED -OUT LOCATIONS) ENLARGED PLAN @ LOADING DOCK SHOWING CATCH BASIN TRENCH DRAIN, SEE DETAIL 25/A2.5 PERIMETER STREET LIGHT POLE WIG BOULEVARD 6' - PROPOSED SIDEWALK 4' -6 PROPOSED TREE SITE SITE AREA: 811,502 SF OR IS .8 ACRES BUILDINGS N: 43,844E 5F 5: 46,611 SF KOHL'S: 91,103 SF (UNDER SEPARATE PERMIT BY KOHL'S) PETCO: 15,202 SF NORDSTROM'S RACK: 55,516 SF TOTAL BUILDING AREA 238p16 SF EXISTING PROPERTY LINE NEW PROPERTY LINE ri PARKING PARKING REQUIRED (RETAIL): 4.00 STALLS PER 1000 5F PARKING PROPOSED: 4 124 STALLS OR 4.0 STALLS PER 1000 SF ACCESSIBLE PARKING PARKING REQUIRED: 2% OF TOTAL PARKING: .02 X 924 = 15.48 = Ici STALLS PARKING PROPOSED: 21 STALLS LOADING SPACES LOADING REQUIRED: 5 SPACES FOR 155,000 TO 255,000 5F (COMMERCIAL) LOADING PROPOSED: 5+ SPACES COMPACT SPACES COMPACT SPACES ALLOWED: 50% OF MAXIMUM TOTAL STALLS: 0 124 X .3 = 2172 STALLS = 218 STALLS COMPACT SPACES PROPOSED: 21 STALLS BICYCLE SPACES BICYCLE SPACES REQUIRED: I SPACE / 50 PARKING STALLS = I9 SPACES BICYCLE SPACES PROPOSED: 20 SPACES ZONE TUKWILA URBAN CENTER (TUC) BUILDING SETBACKS FRONT REQUIRED: 15' FRONT PROPOSED: SOUTHCENTER PARKWAY: 15' MINKLER BLVD: 15' 62ND AVE 5: 15' 5. 172ND ST: 15' BUILDING HEIGHT MAXIMUM BUILDING HEIGHT: 115' BUILDING HEIGHTS PROPOSED: RANGES FROM 26' TO 60' PERIMETER LANDSCAPE: LANDSCAPE REQUIRED: 4,265 S.F. LANDSCAPE PROPOSED: X5,515 S.F. 0' -6" LANDSCAPING LANDSCAPE BREAKDOWN INTERIOR PARKING LANDSCAPE: ND LANDSCAPE REQUIRED: I5 5F / PARKING STALL = 4124 X 15 = 13,560 SF LANDSCAPE PROPOSED: 16,402 5F OR 17.15 5F I PARKING STALL LANDSCAPE AND SIDEWALK RE=QUIREMENTS PER STREET: SOUTHCENTER PARKWAY: REQUIRED: 5'-6" LANDSCAPING STRIP ADJACENT TO S.C. PARKWAY PROPOSED: 5 LANDSCAPING REQUIRED: $'-O" SIDEWALK PROPOSED: 8'-0" SIDEWALK 11 AT s X 2 '.83' PROJECT DATA 1 1 EASEMENT AREA 6' -0" PROPOSED SIDEWALK 4' -6" PROPOSED TREE FITS SCALE: I" = 40' 15 ^0 "REQUIRED BUILDING SETBACK SITE PLAN MINKLER BLVD: REQUIRED: 4'-O" R.O.W. DEDICATION PROPOSED: 4'-0" R.O.W. DEDICATION REQUIRED: 4'-6" LANDSCAPING ADJACENT TO MINKLER BLVD PROPOSED: 4' -6" LANDSCAPING REQUIRED: S'-0" SIDEWALK PROPOSED: 8' -0" SIDEWALK EAST STREET: REQUIRED: 10' -6" SIDEWALK (4'-6" TREE PITS + 6' SIDEWALK) PROPOSED: 10'-6" SIDEWALK (4'-6" TREE PITS + 6' SIDEWALK) NORTH STREET: REQUIRED: 10' -6" SIDEWALK (4'-6" TREE PITS + 6' SIDEWALK) PROPOSED: 10'-6" SIDEWALK (4' -6" TREE PITS + 6' SIDEWALK) RECEIVED CITY OF TUKWILA AUG 2 8 2007 PERMIT CEN I ER 24' -6" STA 63 +34.92 NORTH ROAD STA 86 +57.90 EAST ROAD U.S. WEST TELE. VAULT MATCHLINE 'A' 24'- 6'R.O.W. DEDICATION I5' -O" REQUIRED BUILDING SETBACK I0' -6" REQUIRED SIDEWALK 4 CURB 20' -O" REQUIRED ROAD 4'-0" LANDSCAPE STRIP CITY INSTALLED 25 -T 12 CORRECTION LTR# Cu Cu REVSlON Na ,L 1 CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE SITE 17200 SOUTHCENTER PARKWAY TUKWILA, WA KEY PLAN REVISIONS BUILDING PERMIT SUBMITTAL :10/10/06 BAR MINOR MODIFICATIONS : 10/25/06 TENANT REVISIONS : 11/03/06 COORDINATION / CITY COMMENTS : 11/17/06 PROGRESS SET : 12.04.06 PANEL REVEAL REVISIONS: 12/05/06 CONSTRUCTION SET: 01/12/07 PUBLIC WORKS REVIEW RESPONSES 01122107 PUBLIC WORKS REVIEW RESPONSES 4\ \ 03/20/07 OWNER REQUESTED REVISIONS 04/16/07 PUBLIC WORKS REVIEW RESPONSES : 05/16/07 CITY REVIEW RESPONSES 06/22/07 REVISION TO PERMIT #D07 -165 08/08/07 REGISTRATION FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIKWD, WA 98033 P:425.827.2100 F:425.828.6899 DRAWN BY: JZ DATE: 07/21/07 PROJECT NO.: A03 -446 PRINT DATE: 08/22/07 - 8:23am DRAWING NAME :03446SitePlan - New- 07- 15.dwg stsommtargammommi - Copyright 2007 Freiheit & Ho Architects, Inc., P.S. 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P 4. 1. 4 .44 o .t 4 f 4' 9 v u 4' -r 4 s 4• 4 +. 4 4 4- {. 4. 4 9 4 'F• .9 4 4 .. r + �r +� i . a. 7 r 4. -4- 4 .4. 4• + ,F 4* + � 4 F 7 � i 4f + 4 L 4? 4 4 '+ + 4 4 4- 7' 4. 4 4 fi . " 4. 4 .J4 4. 4- 4. 4 - -4. a 4 T 4 * 4 4 4• 4• r •1- Y .g 4 4. 4 4 ti• ✓s •t + 4 a• 7 4, + 4 4• 3• 9 4 r - �_ +. 4- 7 4 4 4 4• 4 4 � 4 � 4 4. 'i 4 4. 4. 7 + 4- 4 4• 4" 4 + 4 4- 4 v a. } 4 7 + 4 4 4 •F 4 4- 4 4. 4- . WIG BOULEVARD (CONTROL LI 4 4- 7 4 + 4- 4 4 •p 4 4 7 4 - 4. 4. N 86°42'50" E I I . 4- o'fnV 4 4- .4. 4• 4• r r.^! . 0 N 58 A - 20' SITE PLAN SCALE: I" : 20' N SS °00'oo" JAI 40' 4 4 . . } ' i • 4 .4- 4- -7 ) : : : 4 4 T ' 4 r 4 4• 4 7 r 4 7 �' f� 7 ., s 4 T 4 . 4 4. c z --- 4' '--iF� .F,.._. .._.,.,. V •A 7 +r + + 4- 4. - 4 . 4- - 4 4 f 4 a w 4. .; 4 '4 80' LEGEND n c F x•e ed a b n a M4-44- 4 ' 22222E22 ' Y tc a 2 u c p. .nr'a e«br Nftcf •,11 14 OP ta• AV LANDSCAPE AREA STAMPED COLORED CONCRETE PAVING. SCORE=D ARCHITECTURAL CONCRETE W/ INTEGRAL DOLOR CONCRETE PAVING (PEDESTRIAN CIRCULATION) KEYNOTES PARKING LOT LIGHT PER SITE LIGHTING PLAN. PROPOSED TRANSFORMER LOCATION OUTLINE OF EXISTING DEMOLISHED BUILDING. FIRETRUGK TURNAROUND EXISTING STEAM HEATER TO BE REMOVED. EXISTING GAS METER TO BE RELOCATED. EXISTING CONCRETE TANKS TO BE REMOVED. RETAINING WALL CONCRETE WHEEL STOP SEE DETAIL I2/A25 EXISTING WATER VAULT TO BE REMOVED LANDSCAPE PAVILION, PER I2/A2.8, SOUTH LANDSCAPE PAVILION SIM., REFER TO LANDSCAPE DRAWINGS BUILDING 5 SCREEN WALL, PER I3 /A2.II PEDESTRIAN WALK -THREJ STRUCTURE, PER 6 1/A2.8A BUILDING 5 4 N TRASH/RECYCLE ENCLOSURE, PER OI /A2. FIRE HYDRANT PER CIVIL DRAWINGS. EXISTING UTILITIES TO REMAIN. NEW MONUMENT SIGN, PER 1 /A2.II BUILDING E SCREEN WALL, PER 13 /A2.I0 EXISTING 2- TRAFFIC JUNCTION BOXES TO BE RELOCATED. 20 21 C C 24 C C C 261 C 31 32 0 0 0 0 0 0 EXISTING TRAFFIC CONTROLLER CABINET TO REMAIN. TRELLIS STRUCTURE W/ BUILT IN BENCH, PER 8/A2.1 BUILDING 5, N, 4 E ACCESSIBLE RAMP AND RAILING, PER 2I/A2.7, 01 /A2.1A, 04/A2.1A, 01/A2.115. BOLLLARD LIGHT FIXTUI, PLR I4/A2.6 SIM. GAS METES ENTKY MONUMENT SIGN, PER IS /A2.II BUILDING E TRASH/RECYCLE ENGLOBURE, PER 6/A2.6 PEDESTRIAN DECORATIVE LIGHT POLE BENCH PER LANDSCAPE UTILITY VAULT 264 -T PER VEST PHONE COMPANY RPBA BOX PER CIVIL TREE PIT PER LANDSCAPE BRICK PLANTER PER I6/A2.13 BRICK PLANTER/BENCH PER 24/A2.I3 EXISTING STREET LIGHT TO BE RELOCATED PER CIVIL. REMOVE EXISTING CROSSWALK AND STOP -BAR AND RE- STRIPE AS SHOWN. NEW STRAIGHT -ON CURB RAMP SEE DETAIL 5/A25 R1_- LOCATE E=XISTING SIGNAL LIGHT AS SHOWN. VAN ACCESSIBLE SIGN SEE DETAIL 2/A25 NON - LIGHTED BOLLARDS PER DETAIL I4/A25 BARRIER FREE PARKING SYMBOL SEE DETAIL I /A2.5 CART CORRAL TRAFFIC. ARROW PER DETAIL I5/A25, 2I/A2.5 TRAFFIC STOP BAR SEE DETAILI1 /A25 BARRIER FREE CURB RAMP (FLARED), SEE DETAIL 4/A2. CONCRETE CURB 5E5+ DETAIL I5/A25 CONCRETE SIDEWALK SEE DETAIL II /A25 SIDEWALK EXPANSION JOINT SEE DETAIL '/A25 PROVIDE CONCRETE CONTROL JOINT SEE DETAIL 6/A25 FROST PROTECTED HOSE BIB GROUND MTD. DIRECTIONAL SIGNS 5, N, 4 E BUILDING OUTDOOR PATIO, PER I5/A2.15 4 I2/A2.15 4 25/A2.15. CURB AND (SUTTER, SEE DETAIL I8/A25 (OCCURS ONLY IN GALLED -OUT LOCATIONS) ENLARGED PLAN LOADING DOCK SHOWING CATCH BASIN 4 TRENCH DRAIN, SERE DETAIL 25/A25 PERIMETER STREET LIGHT POLE PROJECT DATA SITE AREA: 811,502 SF OR I8.8 ACRES BUILDINGS N: 45,844 SF 5: 46,611 SF KOHL'S: 6 11,105 SF (MIER SEPARATE PERMIT BY KOHL'S) PETCO: 15 ,202 SF NORDSTROM'S RACK: 55,316 SF TOTAL BUILDING AREA 238,016 SF PARKING PARKING REQUIRED (RETAIL): 4.00 STALLS PER 1000 SF PARKING PROPOSEB7: 6 124 STALLS OR 4.0 STALLS PER 1000 S1= ACC PARKING PARKING REQUIRED: 2% OF TOTAL PARKING: .02 X 6 424 = 18.48 = 1 STALLS PARKING PROPOSED: 21 STALLS LO DING SPACES LOADING REQUIRED: 5 SPACES FOR 155,000 TO 235,000 SP (COMMERCIAL) LOADING PROPOSED: 5+ SPACES COMPACT SPACES COMPACT SPACES ALLOWED: 50% OF MAXIMUM TOTAL STALLS: 6 124 X .3 = 2112 STALLS = 218 STALLS COMPACT SPACES PROPOSED: 21 STALLS BICYCLE SPADES BICYCLE SPACES REQUIRED: I SPADE / 50 PARKING STALLS = 1 SPACES BICYCLE SPACES PROPOSED: 20 SPADES PROJECT DATA ZONE TUKWILA URBAN CENTER (TUG) BUILDING SETBACKS FRONT REQUIRED: 15' FRONT PROPOSED: SOUTHCENTER PARKWAY: 15' MINKLER BLVD: 15' 62ND AVE 5: 15' 5. 112ND ST: 15' BUILDING HEIGHT MAXIMUM BUILDING HEIGHT: 115' BUILDING HEIGHTS PROPOSED: RANGES FROM 26' TO 60' LANDSCAPE BREAKDOWN INTERIOR PARKING LANDSCAPE: LANDSCAPE REQUIRED: 15 SP / PARKING STALL = 6 124 X 15 = 13,860 SF LANDSCAPE PROPOSED: 16,402 SF OR 11.15 SF / PARKING STALL PERIMETER LANDSCAPE: LANDSCAPE REQUIRED: 48,265 S.F. LANDSCAPE PROPOSI =D: 55,815 SP. LANDSCAPE AND SIDEWALK REQUIREMENTS PER STREET! SOUTHCENTER PARKWAY: REQUIRED: 5'-6" LANDSCAPING STRIP ADJACENT TO 5.C. PARKWAY PROPOSED: 5'-6" LANDSCAPING REQUIRED: 8 SIDE -WALK PROPOSED: 8'-O" SIDEWALK PROJECT DATA MINKLER BLVD: REQUIRED: PROPOSED: REQUIRED: PROPOSED: REQUIRED: PROPOSED: 4'-OR R.O.W. DEDICATION 4'-O" R.O.W. DEDICATION 4'-6" LANDSCAPING ADJACENT TO MI LANDSCAPING e'-O" SIDEWALK 8'-0" SIDEWALK EAST STREET: REQUIRED: 10'-G' SIDEWALK (4'-6" TREE PITS + 6' SID@NALK) PROPOSED: I0' -6" SIDEWALK (4'-6" TREE PITS + 6' SIDEWALK) NORTH STREET: REQUIRED: IO'-6" SIDEWALK (4'-6" TREE PITS + 6' SIDEWALK) PROPOSED: IO SIDEWALK (4'-6" TREE PITS + 6' SIDEWALK) DO146o � qq ee�� a 4 �_,.� tl� +._�'y �i� LP+ MAY 2 12007 CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE 17200 SOUTHCENTER PARKWAY TUKWILA, WA KEY PLAN REVISIONS BUILDING PERMIT SUBMITTAL : 10/10/06 BAR MINOR MODIFICATIONS : 10/25/06 TENANT REVISIONS :11/03/06 COORDINATION / CITY COMMENTS : 11/17/06 PROGRESS SET : 12.04.06 PANEL REVEAL REVISIONS: 12/05/06 CONSTRUCTION SET: 01/12/07 SITE PUBLIC WORKS REVIEW RESPONSES 01/22/07 PUBLIC WORKS REVIEW RESPONSES / \ 03/20/07 OWNER REQUESTED REVISIONS 04/16/07 PUBLIC WORKS REVIEW RESPONSES 05/16/07 REGISTRATION STATE OF WASHINGTON FREIHEIT & H Q ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKLAND, WA 98033 P:425.827.2100 P:425.828.6899 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: NN/ADM 04/02/07 A03 -446 05/16/07 1352 A03 -446 A2.0.dwg ENLARGED SITE PLAN - BLDG 'N' SHEET A2.1 ransummimalmaelsou Copyright 2007 Freiheit & Ho Architects, Inc., P.S. r 0N 00 ao au 00 M Za 0.0 4g, 40 9 02 02 20 02 Ca ao go gg um VE 00 02 00 00 baao go g 52 25 ga 4 4 64 4 4 b 4 4• 4 4'- • f + •r •S N 4 4 4. a ; 4 4 4 4¢ f �•� +>} •11 � .s r 4 .a. + 4• + 4 3 4 4 4 . f 4. 4. ' I. s •r w F ^ •7 4 4. 4 '4 b 4 4• k 4 V. r • .. ty y 4- 4 4 4 3 4 4 v + 4 °. 4 3 ' + 4 4. 4. + 4 4 r + 4 •C ti + - 4 a• 4. 43 s + f 4 4 3 • + . - a. {. {. 4 } ¢ .S 4. 4 + • ,y r+ .y 4- •k 3 4• 3 4 4 + `P f 4 4 4 .f. 4 } } w 4 •t + •i' + r'. - 4. 4 {. } + 4- 3 d + f 4 .. + 4 . 4 + 4+ f Y . - 4 a 4. 4 •r 4• r .4 4 4; + 4. 4, v 3 4 + .4. 3 -F 4 . . 4- 4 4 • •i∎4mogu 4- 4 4. 3. 4• 4• 4 4 64. 4' + + + 4 4 + -F 4. 4F -} 4 + 4 .4 4. S 4 4 b •- + d• + .:. . �. 4- f 4. + -F 4 r r. 4• 4 + 4 v -F 4. 4 4 4 + } + 4- + 4. k 4• -F 4- 1 1 4 - 4• ~ ,• 'r r• s A2.14 A2.I4 ' 4. 4 4- + ,J- $ 4 , 4 4- 4- + 4� 4 4 4- 4 r R• .¢ + - -4. 4. -F . k . 4 + •• �- +. 4' A 4• l- + 4. Hq 0474 m om+, .4 a mEa a SESt RwT .3 '3 4+ q 4- 4 4- 4- 4- ,S - 4- s ' 4.1- + , . 4 4 1- '4 4• F 4- 4• -F + + 4- -4. 4 4 4 4- -3 4- + i• 4 4 4 - 4 a 4. + � } 4 4- 4- 4 .'r• 4 r 4 4 4 4* 4• 4 ?• - 4 4- 4• 4- 4- 4 4 4r A. 4• E 4• 4 -F s f 4 4 ?• + 3 4 4 4 v + r 4• + 4 4 4 4 4' 4 -3 4 + f• + a •r • 4 - 4- , ~ 4- - 4 4 4 4 4 4+ 4 4 4 •4 3 + 4 4 + 4 4 + µ a 4 - , Y ~ • + + } 4 k + 3 4, 4• 4 I- 4- 4 44 4i 4 : 4 4 •P 4 4 A 3 4 4. 4 2 4. 4 '= + 4 t 4 4- 4- 4. 4f 4 4- b d y - + a J S (46,611 S.F.) 27'-0" 21 -0 4 'II n Ffi az uo £a go r i° $2E :may go am 'di 5. ¢ F ai tr. F vim- • - x M c+ lay X34: m M 50 d x a m 24 F 4. + 4- 4- f 4 4 4 4 4 + er , 4. 4- + ,p 4. 4. 4- + � • a 4 4 + v + + 4- + 4 4 +' f 4 ~ 4 4 k + 4 + Y 6- + 4 •N , r + 3 v 4. :4 c` . . s: v a x u + S r s x s a 5 x a c c 4 ,• V. • •4•V . MAT I NE 'A' O Cr) T ro7 Tztt TYP. 3 ►S/ f L.ANDSGAPE AREA STAMPED COLORED CONCRETE PAVING. SCORED ARCHITECTURAL CONCRETE W/ INTEGRAL COLOR CONCRETE PAVING (PEDESTRIAN CIRCULATION) LEGEND 4• 4 + 4 4 + 4. 4 + 4• 4- 4 4 4 + 4 + 4 s f 4 .¢ -S � I [:1 0 0 0 0 0 10 II 12 13 14 I'3 I6 17 IS IQ +4 +4- . 4 4 4. + � � + . f �4 4 c [ 1 I 4 - - 5 4 4• 4 + 4- + 4- $ + f 4• y h 4 4 4 4 k + 4 4 4 f •!• 4 4r ^' a. 4. + + 4 f + PARKING LOT LIGHT PER SITE LIGHTING PLAN. PROPOSED TRANSFORMER LOCATION OUTLINE OF EXISTING DEMOLISHED BUILDING. FIRETRUGK TURNAROUND EXISTING STEAM HEATER TO BE REMOVED. EXISTING bA5 METER TO BE RELOCATED. EXISTING CONCRETE TANKS TO EE REMOVED. RETAINING WALL CONCRETE WHEEL STOP SEE DETAIL 12/A25 EXISTING WATER VAULT TO BE REMOVED LANDSCAPE PAVILION, PER 12/A2.6 SOUTH LANDSCAPE PAVILION 5IM., REFER TO LANDSCAPE DRAWINGS BUILDING 5 SCREEN WALL, PER I3 /A2.II PEDESTRIAN WALK -THRJJ STRUCTURE, PER 9 /A2.6A BUILDING S 4 N TRASH/RECYCLE ENCLOSURE, PER 01/A2.9 FIRE HYDRANT PER CIVIL DRAWINGS. EXISTING UTILITIES TO REMAIN. NEW MONUMENT SIGN, PER 7 /A2.II BUILDING E SCREEN WALL, PER I3 /A2.10 EXISTING 2- TRAFFIC JUNCTION BOXES TO BE RELOCATED. I, , , .1 II 4 4• v r 4 6 r 4 .- 4• 9 4 + 4- 4 r •r -f 4 Y 4- 4 •h 3 + 4 4 f a 4. 4 4 •+ 4- 4- 4- i• 4 1- 4 + 4. 4 r -F Y 4- + 4- 4 4 4 � 4 4 4 4 4 4 . 4 4 - - T -3 + L + ,' - 4- 4- 4 4- •- 4 4- 3 + n 4 •- -- 4' . 4 4 4 4 4 4 4- TP. 20 21 0 0 24 0 0 0 0 31 32 0 0 0 0 + 4. 3� r + 4 4 34 • EXISTING TRAFFIC CONTROLLER CABINET TO REMAIN. TRELLIS STRUCTURE W/ BUILT IN- BENCH, PER 5 /A2.1 BUILDING 5, N, 4 E ACCESSIBLE RAMP AND RAILING, PER 2I/A2.1, OI /A2.1A, 04 /A2.7A, OI /A2.7B. BOLLLARD LIGHT FIXTURE, PER 14/A2.6 SIM. 6A5 METIERS ENTRY MONUMENT SIGN, PER I6 /A2.II BUILDING E TRASH /RECYCLE ENCLOSURE, PER 6/A2.6 PEDESTRIAN DECORATIVE LIGHT POLE BENCH PER LANDSCAPE UTILITY VAULT 264 -T PER QWES PHONE COMPANY RPBA BOX PER CIVIL TREE PIT PER LANDSCAPE BRICK PLANTER PER I6/A2.15 BRICK PLANTER/BENCH PER 24/A2.13 EXISTING STREET LIGHT TO BE RELOCATED PER CIVIL. REMOVE EXISTING CROSSWALK AND STOP -BAR AND RE- STRIPE AS SHOWN. NEW STRAIGHT -ON CURB RAMP SEE DETAIL 3/A25 RE- LOCATE EXISTING SIGNAL LIGHT AS SHOWN. VAN ACCESSIBLE SIGN SEE DETAIL 2/A25 KLE R I MINKLER BOULEVAR 0 41 42 0 0 0 47 0 0 0 52 0 • A NON - LIGHTED BOLLARDS PER DETAIL I4/A2.S BARRIER FREE PARKING SYMBOL SEE DETAIL I/A25 CART CORRAL TRAFFIC ARROW PER DETAIL I5/A25, 2I/A2.5 TRAFFIC STOP BAR SEE DETAILI7 /A25 BARRIER FREE CURB RAMP (FLARED), SEE DETAIL 4/A2.5 CONCRETE CURB SEE DETAIL 13/A25 CONCRETE SID5NALK SEE DETAIL II/A25 SIDEWALK EXPANSION JOINT SEE DETAIL 5/A25 PROVIDE CONCRETE CONTROL JOINT SEE DETAIL 6/A2.5 FROST PROTECTED HOSE BIB GROUND MTD. DIRECTIONAL SIGNS PERIMETER STREET LIGHT POLE KEYNOTES 5, N, 4 E BUILDING OUTDOOR PATIO, PER I5/A2.13 4 I2/A2.15 4 23/A2.15. CURB AND GUTTER, SEE DETAIL 15/A25 (OCCURS ONLY IN CALLED-0UT LOCATIONS) ENLARGED PLAN @ LOADING DOCK SHOWING CATCH BASIN 4 TRENCH DRAIN, SEE DETAIL 25/A25 PROJECT DATA SITE SITE AREA: 611502 SF OR 16.6 ACRES BUILDINGS N: 43,644 SF 5: 46,611 SF KOHL'S: 97,103 5F (UNDER SEPARATE PERMIT BY KOHL'S) PETCO: 15 ,202 SF NORDSTROM'S RACK: 35516 SF TOTAL BUILDING AREA 236,076 SF PARKING PARKING REQUIRED (RETAIL): 4.00 STALLS PER 1000 SF PARKING PROPOSED: 4 124 STALLS OR 4.0 STALLS PER 1000 SF ACCESSIBLE PARKINS PARKING REQUIRED: 2% OF TOTAL PARKING: .02 X 424 = 16.46 = 14 STALLS PARKING PROPOSED: 21 STALLS LOADING SPACES LOADING REQUIRED: 5 SPACES FOR 155,000 TO 235,000 SF (COMMERCIAL) LOADING PROPOSED: 5+ SPACES COMPACT SPACES COMPACT SPACES ALLOWED: 30% OF MAXIMUM TOTAL STALLS: 924 X .5 = 211.2 STALLS : 216 STALLS COMPACT SPACES PROPOSED: 27 STALLS ISICYCLE SPADES, BICYCLE SPACES REQUIRED: I SPACE / 50 PARKING STALLS = IQ SPACES BICYCLE SPACES PROPOSED: 20 SPACES 4 tr :• + •: + s- '..'_` �ll� � � }.�.�.y +•S*?' 4J +� +r 4�e �v�-fh4 }4rY F6. L44+ + 4 r 4•f - ¢}x 4• taMINISKNINNEEMMEN M 1 111.151 1 : ��. r r�� � :�� ,-�� 4 � } 4r � �� � 4 A 4 Mgr "l � flE ► �� . �Irs�siri�s�is�` ���!'�Ts1�Tl��r�R��l��l - 4 4 � a A . ZONE TUKWILA URBAN CENTER (TUC) 014& BUILDING SETBACKS FRONT REQUIRED: IS' FRONT PROPOSED: SOUTHCENTER PARKWAY: IS' MINKLER BLVD: IS' 62ND AVE 5: 15' 5. I72ND ST: IS' BUILDING HEIGHT MAXIMUM BUILDING HEIGHT: 115' BUILDING HEIGHTS PROPOSED: RANGES FROM 26' TO 60' PERIMETER LANDSCAPE: LANDSCAPE REQUIRED: 46265 5.F. LANDSCAPE PROPOSED: 55,515 5.P. LANDSCAPE AND SIDEWALK REQUIREMENTS PER STREET: SOUTHCENTER PARKWAY: REQUIRED: 5'-6" LANDSCAPING STRIP ADJACENT TO S.G. PARKWAY PROPOSED: 5 LANDSCAPING REQUIRED: S' -0" SIDEWALK PROPOSED: 5' -0" SIDEWALK • 11 i4 T 4 'r ri + 4 S• • PROJECT DATA L.,ANDSCAPE BREAKDOWN INTERIOR PARKING LANDSCAPE: LANDSCAPE REQUIRED: 15 SF / PARKING STALL = 124 X IS = I3,660 SF LANDSCAPE PROPOSED: 16,402 SF OR I7.15 SF / PARKING STALL 0 SITE PLAN SCALE: I" - 20' 20' 40' MINKLER BLVD: REQUIRED: 4' -0" R.O.W. DEDICATION PROPOSED: 4'-0" R.OYt DEDICATION REQUIRED: 4'4" LANDSCAPING ADJACENT TO MINKLER PROPOSED: 4'-6" LANDSCAPING REQUIRED: 5 -0" SIDEWALK PROPOSED: S' -0" SIDEWALK EAST STREET: REQUIRED: IO'-6" SIDEWALK (4'-6" TREE PITS + 6' SIDEWALK) PROPOSED: 10'-6" SIDEWALK (4' -6" TREE PITS + 6' SIDEWALK) NORTH STREET: REQUIRED: IO'-6" SIDEWALK (4'4" TREE PITS + 6' SIDEWALK) PROPOSED: 10'-6" SIDEWALK (4'-6" TREE PITS + 6' SIDEWALK) r-r I PROJECT DATA \ COO n1 CiTY J} A'IIJ MAY 2 1 2007 = E5WOJ T C.t.N CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE KEY PLAN REVISIONS CONSTRUCTION SET: 01/12/07 SITE 17200 SOUTHCENTER PARKWAY TUKWILA, WA BUILDING PERMIT SUBMITTAL :10/10/06 BAR MINOR MODIFICATIONS :10/25/06 TENANT REVISIONS :11 /03/06 COORDINATION / CITY COMMENTS : 11/17/06 PROGRESS SET : 12.04.06 PANEL REVEAL REVISIONS: 12/05/06 PUBLIC WORKS REVIEW RESPONSES / ' y 01/22/07 /// PUBLIC WORKS REVIEW RESPONSES / \ 03/20/07 OWNER REQUESTED REVISIONS 04/16/07 PUBLIC WORKS REVIEW RESPONSES 05/16/07 REGISTRATION n -G STTERED ARCHITECT FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKLAND, WA 98033 P:425.827.2100 F:425.828.6899 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: NN /ADM 04/02/07 A03-446 05/16/07 1353 A03-446_A2.O.dwg ENLARGED SITE PLAN - BLDG S SHEET A2.2 Copyright 2007 Freiheit & Ho Architects, Inc., P.S. IFT 1 1 ^0 " LEGEND 4 v 2 ' 4+ 4 4 4 . 74444444.44E44 r •yr a 4 4 a 4 4 AM tu4.L4 4■ a r 4 R a n u x ., FAvii rme d.mit 4 ' » A ; • 4' 4; - , tu _1 I H X 7, r tr • •. ' ^• -• - , - 4. + 4 • rt •••; o f f • 1 ��r • ADJACENT PROPERTY 4• - i• 4- M• - 4- 4- t. NI G PROPERTIES N 58 °00 + . tr r � 4 k.4 * 4 4. 44 - 4- r 4 -4- r 4- 4 4- + 4 4 Y 4- 4 4. 4 4 4• 4. 4 M1 -. a $4 44 4 4 4 + 4- k 4 d. 4 4 4 -4 4 4 1 4 - 4- .; ^�__ i -.: 4 -3 4 f 4 y 4- 4--4. <• $ 4 4- 4 - 4 4• 4 - 4• •H r 4�� •_ r - _ ' - .�,s4 �� 4 4- 4- .4- 4• 4, 4, 1- 4 - -- .- v - - 4- 4 - 4 4- 4 + + 4. 4 4- 4 T k 4- 4 4- 4 4- s- v +. 4 4 4- 4- .} 4 4- 4 ,•, 44 4 4 r - 4- 4- 4 4- 4 . 4• 114 if 111.. Ad, 4 !- C9111 V 4 WirS \ c • 4 ',. - • 4 ? 4- 4.. \ ''ti I_ 411, � � r- 4 � a. 4 . \, tih 4 f 4- 4- 4- 4 4- A r 4 4 44- 4- 4- 4 4 4- y 4 Y .. 4- 4- 4 r 4 4 4 I. a 4 4- .r 4- 4 4. s !` d• a 4- 4• t 4 4 •4 4 4 • y w 4 •4- 4- - 44 4- 4 4- L 4 4. 4 4- 4 4- 4, 4: i- 4 4- 4 4Y4- d + 4• 4 5' 4- 4 - + 4- 4. 4- 4 4.4-4-4 f • Jr . 4 4- 4- 4- 4. •� 4 4 e 4r 4. 4- .i 4 a 4 ; ,. 4. 4 r s 4 4 4 ▪ 4 4- 4 4 4! } 4 $ 4- + r t � 4 4 4- . s F 4 b 4 4 4 4. r 4 4 4 4 4 4 er 4. r i•4- - 4 a • f s - 4 •r - q 4- 4 a f :• r 4 .. ¢'a- I 4 • 4- $ ` i 4- 4 f 4 ` h $ - M 4- . -4- 4 4 4. 4 f .� e. 4 , 4 4 4 - 4 4. 4. 4 4. 4. 4-(,* f . 4 4 4 - . .-- 4 . 0 4 4- 4 y 4- - 4 •F -4 a - 4 .. 4 4 4. S+ • 4 } t 4 - 7 4 e 4 r - 4- 4- -r r Y 4 4 4 4� 4 4 b ` tr ue r 4- 4 •I- - ! fi 4 - • 4 4- 4 4 I •F !r 4 7 v 4 4 4- 4 4- 4 -4-;• 4 + 44 . - -4 • 4- � fiz 4 4- + 4 4 4 � 4 , !r fi 4 r r 4 • + i 4 4 4 4- 4 { .}4)4 • ? 4 4 - Y + ti ¢ Y 4- 9 4 4- 4- y { 4 1,. 4 4 ro 4 4 a t • 4 4 4- 4- 4- f 4 f 4 -4- 4 Y --4- £ .. VIM d. - d. d. - SEM MB - - NM d• NMI f 4 4 4 4- ✓ . Y m y }. a v 24I -6" TOTAL R.OY1. DEDICATION KOHL'S As As dr de M=M 4r MIME d. d. MU d. d. rdI ten: dr di d. MI MN Min d• INN d, Mil r d. M=11 d• EMI ed dw 1'10 PER KOHL'S FLAN 20' -6" TRAVEL LANE + CURB 4' -0 I► LANDSCAPING STRIP AND CURB 15'-O" REGU I RED BUILDING SETBACK r ' -011 S I DE TALK k.._._ .}• 4 +4 4 .4 •'r •F 1$ 4- 4, .r -e 4 ▪ r f 4. t. + a• $ 4 -4- } + 4 4- 4 ^• 4 a - - : . - r -- 4- - -i..- •-•44. a 4 4- 4. r w r. r,- 4 4 • • 4-'7, 4 4. I- -4- T 4 4 I -L r 1 2 I n I 1 I 0 LANDSCAPE AREA STAMPED COLORED CONCRETE PAVING. SCORED ARCHITECTURAL CONCRETE W/ INTEGRAL COLOR CONCRETE PAVING (PEDESTRIAN CIRCULATION) WIG BOULEVARD NORTH ROAD 6 I -O II PROPOSED S I DEk 1ALK 4I -6II PROPOSED TREE 4 t 4• * 4 4. 4- 4 4 4- 4- 4- -4• _4• 0 1 .. 4. - 4- 4- s• k r 4- 4 KEYNOTES 0 0 0 0 0 0 ID II 12 13 15 I6 PARKING LOT LIGHT PER SITE LIGHTING PLAN. PROPOSED TRANSFORMER LOCATION OUTLINE OF EXISTING DEMOLISHED BUILDING. FIRETRUCK TURNAROUND EXISTING STEAM HEATER TO BE REMOVED. EXISTING GAS METER TO BE RELOCATED. EXISTING CONCRETE TANKS TO BE REMOVED. RETAINING WALL CONCRETE WHEEL STOP SEE DETAIL I2/A25 TS NEN PfROPERTY LINE 9 EXISTING WATER VAULT TO BE REMOVED LANDSCAPE PAVILION, PER I2/A2.8 SOUTH LANDSCAPE PAVILION SIM., REFER TO LANDSCAPE DRAWINGS BUILDING 5 SCREEN WALL, PER I3/A2.II PEDESTRIAN WALK -THRU STRUCTURE, PER 1 /A2.3A BUILDING 5 E N TRASH/RECYCLE ENCLOSURE, PER OI/A2.1 FIRE HYDRANT PER CIVIL DRAWINGS. EXISTING UTILITIES TO REMAIN. NEW MONUMENT SIGN, PER 1 /A2.II BUILDING E SCREEN WALL, PER I3 /A2.10 EXISTING 2- TRAFFIC JUNCTION BOXES TO BE RELOCATED. EXISTING PROPERTY LINE . _.. . 4 tr. 4 {. •F J. 4 + 4 4 + rr } b 4 # 4 F $ 20 21 0 0 24 0 0 0 2a 0 31 32 33 O 0 0 37 0 EXISTING TRAFFIC CONTROLLER CABINET TO REMAIN. TRELLIS STRUCTURE W/ BUILT IN BENCH, PER 6/A2.1 BUILDING 5, N, $ E ACCESSIBLE RAMP AND RAILING, PER 2I/A2.1, OI /A2.1A, 04/A2.1A, OI /A2.7B. BOLLLARD LIGHT FIXTURE, PER I4 /A2b SIM. GAS METERS ENTRY MONUMENT SIGN, PER 15 /A2.II BUILDING E TRASH/RECYCLE ENCLOSURE, PER 6 /A2b PEDESTRIAN DECORATIVE LIGHT POLE BENCH PER LANDSCAPE UTILITY VAULT 264 -T PER QWE5T PHONE COMPANY RPBA BOX PER CIVIL TREE PIT PER LANDSCAPE BRICK PLANTER PER 16/A2.I3 BRICK PLANTER/BENCH PER 24/A2.I3 EXISTING STREET LIGHT TO BE RELOCATED PER CIVIL. REMOVE EXISTING CROSSWALK AND STOP -BAR AND RE- STRIPE AS SHOWN. NEW STRAIGHT -ON CURB RAMP SEE DETAIL 3/A25 RE- LOCATE EXISTING SIGNAL LIGHT AS SHOWN. VAN ACCESSIBLE SIGN SEE DETAIL 2/A25 IIIL /iii'! 11 NI Lila 111M 1L1 1111111 iiiiir uLi Ell insimmi iiimmiL boor Mr 4 :. 4 .- ll 3 ‘, 4 k s p ¢ r <• f a It\ 4 El EMMEN 0 0 42 0 0 0 4T 0 0 SI s2 0 NON - LIGHTED BOLLARDS PER DETAIL I4/A25 BARRIER FREE PARKING SYMBOL SEE DETAIL I /A25 CART CORRAL TRAFFIC ARROW PER DETAIL I5/A25, 2I/A2.5 TRAFFIC STOP BAR SEE DETAILI1 /A25 BARRIER FREE CURB RAMP (FLARED), SEE DETAIL 4 /A2.5 CONCRETE CURB 5EE DETAIL 15/A25 CONCRETE SIDEWALK SEE DETAIL II /A25 SIDEWALK EXPANSION JOINT SEE DETAIL 3/A25 PROVIDE CONCRETE CONTROL JOINT SEE DETAIL 6/A25 FROST PROTECTED HOSE BIB GROUND MTD. DIRECTIONAL SIGNS 5, N, 4 E BUILDING OUTDOOR PATIO, PER I5/A2.I3 * I2/A2.13 4 25/A2.13. CURB AND GUTTER, SEE DETAIL I5/A25 (OCCURS ONLY IN GALLED -OUT LOCATIONS) ENLARGED PLAN LOADING DOCK SHOWING CATCH BASIN 4 TRENCH DRAIN, SEE DETAIL 25/A2.5 PERIMETER STREET LIGHT POLE PROJECT DATA L SITE AREA: 611,502 SP OR 16.6 ACRES BUILDINGS N: 43,844 SF 5: 46,611 SF KOHL'S: 11,103 SF (UNDER SEPARATE PERMIT BY KOHL'S) PETGO: 15,202 SF NORDSTROM'S RACK: 35,316 SF TOTAL BUILDING AREA 236,076 SP II LANDSGAP I NG PARKING PARKING REQUIRED (RETAIL): 4.00 STALLS PER 1000 SF PARKING PROPOSED: 124 STALLS OR 4.0 STALLS PER 1000 SF AGGI=55IBLE PA NG PARKING REQUIRED: 2% OF TOTAL PARKING: .02 X 124: 18.43 = 11 STALLS PARKING PROPOSED: 21 STALLS LOADING SPACES LOADING REQUIRED: 5 SPACES FOR 155,000 TO 255,000 5F (COMMERCIAL) LOADING PROPOSED: 5+ SPACES COMPACT SPACES COMPACT SPACES ALLOWED: 50% OF MAXIMUM TOTAL STALLS: 124 X .5 = 211.2 STALLS : 218 STALLS COMPACT SPACES PROPOSED: 21 STALLS BICYCLE SPACES BICYCLE SPACES REQUIRED: I SPACE / 50 PARKING STALLS = 11 SPACES BICYCLE SPACES PROPOSED: 20 SPACES 10 -0" S I DDYALK EASEMENT ZONE NM VIM PIM d! MN M 014& PROJECT DATA TUKWILA URBAN CENTER (TUG) n =MI MIMI BUILDING SMACKS FRONT REQUIRED: 15' FRONT PROPOSED: SOUTHCENTER PARKWAY: I5' MINKLER BLVD: 15' 62ND AVE 5: 15' S. 112ND ST: 15' Q 0 BUILDING HEIGHT MAXIMUM BUILDING I-EIGHT: 115' BUILDING HEIGHTS PROP05ED: RANGES FROM 26' TO 60' II MVO M. .d PM d. ME, LANDSCAPE BREAKDOWN INTERIOR PARKING LANDSCAPE: LANDSCAPE REQUIRED: 15 SF / PARKING STALL = 124 X 15 = 13,860 SF LANDSCAPE PROPOSED: 16,402 SF OR 11.73 W / PARKING STALL PERIMETER LANDSCAPE: LANDSCAPE REQUIRED: 46 ,265 S.F. LANDSCAPE PROPOSED: 55,BI5 S-F. LANDSCAPE AND SIDEWALK REQUIREMENTS PER STREET': SOUTHCENTER PARKWAY: REQUIRED: 5'4" LANDSCAPING STRIP ADJACENT TO S.G. PARKWAY PROPOSED: 5'-6' LANDSCAPING REQUIRED: 6'-O" SIDEWALK PROPOSED: 8'-0" SIDEWALK N 0 MINKLER BLVD: REQUIRED: PROPOSED: REQUIRED: PROPOSED: REQUIRED: PROPOSED: 4- 24 1 6 11 STA 63 +34.92 NORTH STA 86 +57.90 EAST F n O r l0' -o" 20' 40' PROJECT DATA 4' -0' R.OJN. DEDICATION 4' -0" R40.W. DEDICATION 4'-6" LANDSCAPING ADJACENT TO MIN 4'-6' LANDSCAPING 6` -0" 51D1:JNALK 8' -0° SIDEWALK EASEMENT AREA U.S. Y ZEST TELE. VAULT EAST STREET: REQUIRED: IO'-6' SIDEWALK (4'-6" TREE PITS + 6' SIDEWALK) PROPOSED: IO'-6° SIDEWALK (4 TREE PITS + 6' SIDEWALK) NORTH STREET: REQUIRED: IO'-6' SIDEWALK (4'-6" TREE PITS + 6' SIDEWALK) PROPOSED: IO'-6" SIDEWALK (4 TREE PITS + 6' SIDEWALK) MATCH_ I NE 'A' 4 MUM r dm 4 EV= MN MEI IBM MN Q .r�niFD E. co \--CODcf0...u-o APPIL pVet) r n ')S\1 � o VIIAG DSlet:4 RECEIVED cmi (,F TUKWILA MAY 2 1 2007 CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE 17200 SOUTHCENTER PARKWAY TUKWILA, WA KEY PLAN REVISIONS BUILDING PERMIT SUBMITTAL : 10/10/06 BAR MINOR MODIFICATIONS : 10/25/06 TENANT REVISIONS :11/03/06 COORDINATION / CITY COMMENTS : 11/17/06 PROGRESS SET : 12.04.06 PANEL REVEAL REVISIONS: 12/05/06 CONSTRUCTION SET: 01/12/07 SITE PUBLIC WORKS REVIEW RESPONSES 01/22/07 PUBLIC WORKS REVIEW RESPONSES / \ 03/20/07 OWNER REQUESTED REVISIONS 04/16/07 PUBLIC WORKS REVIEW RESPONSES 05/16/07 REGISTRATION FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKIAND, WA 98033 P:425.827.2100 F:425.828.6899 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: NN /ADM 04/02/07 A03 -446 05/16/07 1357 A03- 446_A2.0.dwg ENLARGED SITE PLAN - KOHL'S Immimmam SHEET A2,3 mezmaimianicommommi Copyright 2007 Freiheit & Ho Architects, Inc., P.S. LEGEND :2114211222Z2223 t§ e x k 9 , . • 7 + LANDSCAPE AREA STAMPED COLORED CONCRETE PAVING. SCORED ARCHITECTURAL CONCRETE W/ INTEGRAL COLOR CONCRETE PAVING (PEDESTRIAN CIRCULATION) KEYNOTES PARKING LOT LIGHT PER SITE LIGHTING PLAN. PROPOSED TRANSFORMER LOCATION OUTLINE OF EXISTING DEMOLISHED BUILDING. FIRErRUGK TURNAROUND EXISTING STEAM HEATER TO BE REMOVED. EXISTING GAS METER TO BE RELOCATED. EXISTING CONCRETE TANKS TO SE REMOVED. RETAINING WALL CONCRETE WHEEL STOP SEE DETAIL I2/A2.5 EXISTING WATER VAULT TO BE REMOVED LANDSCAPE PAVILION, PER I2 /A2.6, SOUTH LANDSCAPE PAVILION SIM., REFER TO LANDSCAPE DRAWINGS BUILDING 5 SCREEN WALL, PER I3 /A2.II PEDESTRIAN WALK -THRU STRUCTURE, PER 9 /A2.'A BUILDING 5 4 N TRASH/RECYCLE ENCLOSURE, PER OI/A2.9 FIRE HYDRANT PER CIVIL DRAWING5. EXISTING UTILITIES TO REMAIN. NEW MONUMENT SIGN, PER 1 /A2.II BUILDING E SCREEN WALL, PER I3/A2.10 EXISTING 2- TRAFFIC JUNCTION BOXES TO BE RELOCATED. 20 21 0 0 24 0 26 27 28 2a 31 32 0 0 EXISTING TRAFFIC CONTROLLER CABINET TO REMAIN. TRELLIS STRUCTURE W/ BUILT IN BENCH, PER 6/A2.1 BUILDING 5, N, 4 E ACCESSIBLE RAMP AND RAILING, PER 21/A2.7, OI /A2.7A, 04/A2.7A, OI /A2.713. BOLLLARD LIGHT FIXTURE, PER I4/A2.6 SIM. GAS METERS ENTRY MONUMENT SIGN, PER I8 /A2.II BUILDING E TRASH/RECYCLE ENCLOSURE, PER 6/A2.6 PEDESTRIAN DECORATIVE LIGHT POLE BENCH PER LANDSCAPE UTILITY VAULT 264 -T PER QWEST PHONE COMPANY RPBA BOX PER CIVIL TREE PIT PER LANDSCAPE BRICK PLANTER PER I6/A2.I3 BRICK PLANTER/BENCH PER 24/A2.I3 EXISTING STREET LIGHT TO SE RELOCATED PER CIVIL. REMOVE EXISTING CROSSWALK AND 5TOP -BAR AND RE- STRIPE AS SHOWN. NEW STRAIGHT -ON CURB RAMP SEE DETAIL 3/A2.5 RE- LOCATE EXISTING SIGNAL LIGHT AS SHOWN. VAN ACCESSIBLE SIGN SEE DETAIL 2/A2.5 a 0 41 42 0 0 0 4T 0 0 0 51 52 NON - LIGHTED BOLLARDS PER DETAIL 14/A25 BARRIER FREE PARKING SYMBOL SEE DETAIL I/A2.5 CART CORRAL TRAFFIC ARROW PER DETAIL 15/A2.5, 2I/A25 TRAFFIC STOP BAR SEE DETAILI7 /A2.5 BARRIER FREE CURB RAMP (FLARED), 51 SE DETAIL 4/A25 CONCRETE CURB SEE DETAIL I3/A25 CONCRETE SIDEWALK SEE DETAIL II /A25 SIDEWALK EXPANSION JOINT SEE DETAIL 6/A25 PROVIDE CONCRETE CONTROL JOINT SEE DETAIL 6/A25 FROST PROTECTED HOSE BIB GROUND MID. DIRECTIONAL SIGNS S, N, 4 E BUILDING OUTDOOR PATIO, PER 15/A2.13 4 I2/A2.13 4 23/A2.13. CURB AND GUTTER, SEE DETAIL I5/A25 (OCCURS ONLY IN GALLED -OUT LOCATIONS) ENLARGED PLAN eV LOADING DOCK SHOWING CATCH BASIN 4 TRENCH DRAIN, SEE DETAIL 25/A2.5 PERIMETER STREET LIGHT POLE PROJECT DATA SITE, SITE AREA: 817502 5F OR 16.6 ACRES BUILDINGS N: 43844 5F 5: 46,611 SF KOHL'S: 97,103 SF (UNDER SEPARATE PERMIT BY KOHL'S) PETCO: 15,202 SF NORDSTROM'S RACK: 35 SF TOTAL BUILDING AREA 238,076 SF PARKING PARKING REQUIRED (RETAIL): 4.00 STALLS PER 1000 SF PARKING PROPOSED: 924 STALLS OR 4.0 STALLS PER 1000 SF ACCESSIBLE PARKING PARKING REQUIRED: 2% OF TOTAL PARKING: .02 X 924 = 18.43 = 1 STALLS PARKING PROPOSED: 21 STALLS LOADING SPACES LOADING REQUIRED: 5 SPACES FOR 155 ,000 TO 235,000 SF (COMMERCIAL) LOADING PROPOSED: 5+ SPACES COMPACT SPACES COMPACT SPACES ALLOWED: 50% OF MAXIMUM TOTAL STALLS: 924 X .3 = 211.2 STALLS = 218 STALLS COMPACT SPACES PROPOSED: 27 STALLS BICYCLE SPACES BICYCLE SPACES REQUIRED: I SPACE / 50 PARKING STALLS = 19 SPACES BICYCLE SPACES PROPOSED: 20 SPACES PROJECT DATA ZONE TUKWILA URBAN CENTER (TUC) BUILDING SETBACKS FRONT REQUIRED: 15' FRONT PROPOSED: SOUTHCENTER PARKWAY: 15' MINKLER BLVD: 15' 62ND AVE 5: IS' S. 172ND ST: IS' BUILDING HEIGHT MAXIMUM BUILDING HEIGHT: 115' BUILDING HEIGHTS PROPOSED: RANGES FROM 26' TO 60' LANDSCAPE BREAKDOWN INTERIOR PARKING LANDSCAPE: LANDSCAPE REQUIRED: IS SF / PARKING STALL = 924 X IS = 13,860 SF LANDSCAPE PROPOSED: 16,402 SF OR 17.73 SF / PARKING STALL PERIMETER LANDSCAPE: LANDSCAPE REQUIRED: 48,265 5.F. LANDSCAPE PROPOSED: 55815 S.F. LANDSCAPE AND SIDEWALK REQUIREMENTS PER STREET: SOUTHCENTER PARKWAY: REQUIRED: 5'-6" LANDSCAPING STRIP ADJACENT TO S.G. PARKWAY PROPOSED: 5'4" 1.ANDSGAPING REQUIRED: 8' -O" 5 DEWALK PROPOSED: 8' -0" SIDEWALK \ ------ L P R 0 J E T DATA \ CO 3 ,o'40 nnni MINKLER BLVD: ,v REQUIRED: 4L0" R.O.W. DEDICATION PROPOSED: 4' -O" R.O.W. DEDICATION KLER B REQUIRED: 4'-6" LANDSCAPING ADJACENT TO MIN L PROPOSED: 4' -6" LANDSCAPING REQUIRED: 8' -O" 5I DEWALK PROPOSED: 8' -0" SIDEWALK EAST STREET: REQUIRED: IV-6" SIDEWALK (4'-6" TREE PITS + 6' SIDEWALK) PROPOSED: IO'-6" SIDEWALK (4' 4" TRITE PITS + 6' SIDEWALK) NORTH STREET: REQUIRED: I0' -6" SIDEWALK (4'4" TREE PITS + 6' SIDEWALK) PROPOSED: IO'-6" SIDEWALK (4'-6" TREE PITS + 6' SIDEWALK) ® � 14 1 � PECEWED CIS OF TUKWILA MAY 2 1 2007 PE Hd{M CENTEH 0 0. 1 0 560.00' A2.14 `.-�'. r.2fa+r1' ,G .r,:y+ . -�v ea' .p3 ••�•.r; .S`7 . -21..? 6, 6, .46 6 VAULT. SE Y • 4' 4 +• 4 4 PETCO (15,202 S.F.) FF - 26 TENANT LINE 380.78 r E f T. SEE CIVIL 5 +r •F •[ 4 4 +• ti 4 4 ? X I §• .f + 4 + g. vY 4 4 {1 F VA . • . . 4 4 a +. a 4. BY TENANT 4 0 4. 4. - . a - w .. 4 4 •� 4. .Y r i• 4 r 4 t• 4 4 +° 4 w • 3. 4- • 4- z +r , + +. 4 J. . 4 4 .i. J 4 4. a ' 3. 4 4 :. 4 , •` .{. ;• .�. O a• 3 rr 4,• I 6. 4' 4 c 4 'A 5 -5 4 . ; 4. . +. 4' 4 4- + 4 3 4 a. 4- , +• 4 +• 4. + 4 + 4. 1- 4• 4 4 4 3- J.4h .y 4• :. : 4• 4 `4 4 + .7 4- 4 r 4 4 4- i• • 4 4 4 4. 4 4 + 4 +} 4 d• .y + 4- 4. 4. .5 + 4 4• 4• i• + +r 4 4 4. + 4 4- •F 4- 4- .t. 4 4 . 3. a - .5- f 4 � 4 - 6• 4 F .;. -5 4. 5 .. .} 4. q. i• •F w •r a r •4• 4 1- _ 4. +• Y +• +, 4- d. x 4. +. 4 r q - _ +. +. r ._ ., 4• '4 -5 ' 4- 4. II y -4 4, 5. r .5 + +r 4 .. -5 - 4 .. + !. + 4 .5. + < 4. 4 4. • - - s. .4 4 t• 4 4 v 4 . II Qq ++ • + - 4 f!S•, i i [ ..: G:;; 4 ^e� Goa Ca. (yt5 ;�k'., - I�- ;. z °7 6137 , w u at r' 4j OE ',@ PA 03 GI3 L'.� Y: r 4- 4• v 4• i• 4. 4- 4. 4• +r 4 + 4. 4 4 4 + 4 + 4 3 r r•- .s .. 4 4 - + a 4 4 4 t• 4 ,- + 9• r r +• . - 'r 3• a 4 4 + 4 , .a 4- s r +' r - + .+ 4- -1•. .4, 4. ,. .4 4 +h r. NIIIIIIIME MEMICIMDNEKIIIIIIMUmiumm i IT - _..„_ 4 .4-- alsmandisim eamisrelisrugirmenimmi llEME r. y d'a'o e .l � r v - L ID 6 -PA 2F, N a8 °00'00" Y LOAD I NG � ti�7 + r i• •i• +- r _ - _ Y t ? + � + . .. II s #• �• r�ti 4 - - mod 4 . • w� - ..3•x..'4,...:$..... -� LOADING SCISSORS LI MN ME EMI )11 1 1 1 4 A� L 1 1 t• 4 ?- F 4 S • + Y 4 EMI MEE AAA UM EMI AAAAr AAA AAM AAA A MEI EWE • • MOM k� m.�s eaM' N 4 + 4 4 •s 4 a• •r + 4 4 . 4 •5. '4. 4- 4 3• 4 -S• 3- .a. 4 •7- a + + r a ,p +• - m .a 4 + .4 •f .4 +• w- „ •.. `• 4 _ �.•h._� •p-• -y A .p. 1• ,. .f .s 4' �1� a dr�� �� MIS��N ��II� ►►gy�pp mow? XL. r� i war r 114 1 MO MEE 0 m AAA I M EMI - �Aa:A ANDSGA' I NG STRIP CURB D S I DEINALK I I I '� NMI AA - MTNJ P. EMI MEE E AAA f AAA n or, N AAA1� ens m AAAAS ME SEE EMI /.I FR PflhII\/Afl w_ MN EMI AAA E M ME AAr•A - e>A AAAd AAE - MEI I q0' -0 PER KOHL'S PLAN AAA ME q MN AAA p I p. ry , A AI 4v4r.A.Y F45 °Id!" e F4 r. __.._..__ ._ • ______ __ • LANI! SAD ME AAA A� AM AAA NMI - EMI AAAAi AAA NEN PROPERTY LINE V<ISTING PROPERTY LINE N CO SCALE: I" = 20' AAAAAI 6 I.011 PROPOSED S I DEWALK 4 II PROPOSED TREE PITS DEDICATION 15 REQU I RED BUILDING SETBACK 10' -6 REQUIRED S I DEWALK CURB 20' --0" REQUIRED ROAD 4 LANDSCAPE STRIP v 4 4 '. + •4 -Y 4 4 r + a 4 4- .a 4. 4- + 4 4- .4 4. J f r. ',••• • 4. 4 4 4. 4. 4. -h 4 $ -8 4- .4- 4 4- 4 4- 4 4 w` L` _ 4 � t 1721111Arm + �f y . t. 4 4 .4. 4 .. .z. • 1 ,: ? .:.. r w: .4- 5 _ F .¢ '' { ... t.- 7 . . x 1 ::9 " _ r � 41 L A µ '6' �i• 4. •, �i V)• .F Y 3. 4 �"� ,..^_ +j,_' `,.._ % J , ' - w /t7 - 4 +, 3sc•dr n + .1• 4 4• d 4 ai i •"r d• 1. 4 - .4, ti' 4- " 4- 4 i 4. ?• + 7 ,.a . 4 . +• 4 +• .v .. ''�' • 4 •' b $ + v 4 4 d •- -f 4- •} d• ya •6 +r a - 4 4 - b A $ r y .�.y' !.. ? 4 + •'t +e f. 4 4 $ ; 4 w y 4 ,• 4. { i- fi 4 C J � '• •N'q / . am -, t• f •? Y t + 4 4' + +• � � ri "_: � v{ I •b 5 4• �,a •t� � •F . � a• ` . J. jimo •4• LOADING 4 •Y 4 + r v .6- �� \ ` +' • �IC� � .�J ' A# �.�1.V /,, 4. IS I 0 II EQ UIRED BUILDING SETBACK ( -4 S 1 54'26 0 2 SITE PLAN 0 20' 40' MATCHL I NE - - AAAAAA AAA. AAAAr - AAAA. - CITY INSTALLED 2 12 CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE T A KEY PLAN 17200 SOUTHCENTER PARKWAY TUKWILA, WA REVISIONS ' PROGRESS SET : 12.04.06 SITE BUILDING PERMIT SUBMITTAL : 10/10/06 BAR MINOR MODIFICATIONS : 10/25/06 /N TENANT REVISIONS :11/03/06 COORDINATION / CITY COMMENTS : 11/17/06 PANEL REVEAL REVISIONS: 12/05/06 CONSTRUCTION SET: 01/12/07 OWNER REQUESTED REVISIONS 04/16/07 PUBLIC WORKS REVIEW RESPONSES 05/16/07 REGISTRATION DRAWN BY: NN /ADM DATE: 04/02/07 PROJECT NO.: A03 -446 PRINT DATE: 05/16/07 1358 DRAWING NAME: A03-446_A2.0.dwg n PUBLIC WORKS REVIEW RESPONSES / ' 01/22/07 PUBLIC WORKS REVIEW RESPONSES /S\ 03/20/07 1 FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKLAND, WA 98033 P:425.827.2100 F:425.828.6899 ENLARGED SITE PLAN - BLDG E SHEET A2.4 Copyright 2007 Freiheit & Ho Architects, Inc., P.S. � II _ .- _. _. _.>-.. _.111 - NAME NAME NAME NAME NAME TRAFFIC ARROW SCALE: I /2n = ILO" CATCH BASIN SECTION SCALE: 3 /4B- 1 NOT USED A25 SCALE: .... 2'-0" CURB 3'-6" 2 1- 6 11 r m NOTE: USE 2 -COATS WHITE HIGHWAY PAINT TO PAINT ARROW v-°11,1/ v-°11,1/ CATCH BASIN VANED GRATE /2' PER FOOT GATGH BASIN PER STRICT. 2'-6" ENLARGED PLAN @ LOADING DOCK SCALE: 3/8"= I' -0" �.. 2T' -8 A25 16 �A25J SCALE: I /2' = I' - 0" 17 �A25� SCALE: I/2 " =1 -0 la 1._ , 4 . I 9 • 4 I I j i I !'� y 1 I :'_ 1 1 _-�`_� I! I O 6", STOP BAR PLANTER R =I /4" Sl 4' -0" ^2 11 R=2" V-0" PROJECT SIGN NOTES: I. LSE 5/4" EXTERIOR PLYWOOD MOUNTED ON (2) 4 X 4 TREATED WOOD POSTS. 2. USE BLACK LE ON AN OFF -WHITE BACKGROUND. 6' -0n ua•,,:a1:, „ ��'1� A t e �� \�11a;,.au� 4 I�n 2' -0° A 11 30 NOTE: USE 2 -GOATS WHITE HIGHWAY PAINT R =1/4" 1/4' / FT. Co t attn 4 /2 - I" TYPICAL .,2" .j2; I/2 71/2" 4r r,1/2" d /2" 0 31 3 .:I 3 I�_ I II III 1 • 1 1 _3 #4 BARS.v:I ; CURB AND GUTTER DETAIL ISLANDS @ KOHL'S (see site pan for locations) A25 l SCALE: I 1/2 = I -0 2 ' 4 " c 7 1 1 4 G.R.B. TOOLED OR S AY CONTROL JOINT 4" CONCRETE SIDEWALK YV/ LIGHT -BROOM FINISH 4 HAND TROWEL FEATURE STRIPS I /2" RADIUS PAVING CONCRETE SIDEWALK A25 SCALE: I" =ILO" A2.5 SCALE: 1 I /2 "=I'-O" 1 1/2° RADIUS TYP. • EACH SIDE DEPTH OF THROUGH JOINT • IO' -0" O.G. Ill RADIUS I "o DRAINAGE HOLE • 10' O.G.ADN61 OF EACH RADIUS A25 SCALE: II /2' - 1 1 -0' OR SLAB BOLLAR A25 SCALE: 3/4' =1' -0" SCALE: 1/2" = 1 8" DIAL GALV. PIPE FILLED W/ CONCRETE. PAINT W/ 2 COATS TRAFFIC YELLOW WHEEL STOP CEMENT GAP GROWN TOP I/2" LINE OF PAVEMENT n 12' 12" 12" JO Q ( 0 000 O U O °J..;+paU�O+poC? (O^Qo(. (a"'�.0 (. 0, OOnOn •.On 0O ov0 000 O o M M -41" l I I TI i l l II I I TRAFFIC ARROW 2 11 y = SLOPE 1% MIN. 2% MAX. ' 4" v _' • 0 0 O d o ` r III ►�{1= 1I�= .1I1 =lI II- ;' ._ : : ; �II� I�II�II��I+� I I I 1 H11 II =1 11= . :.,. HH r41 ,Ili I f TT I . 1:6 7 CONC.. FOOT! NGM ':.'. INSTALLED B'1' 1 I I ' CONTR. 11TI 11= tf''. Ili II . ; - �.;•' =1a� El E III IMI11-11 :— 1111 4) IE IIEIIFIIMI = — e ....F 1 I F 1 1 T 1 1 I I I I I M I E M M I I M CONCRETE WIC STOP ASPHALT DRIVE 2 I. ADFERE CURB TO SLFACE WITH AN APPROVED ADHESIVE IN ACCORDANCE WITH AWPA STANDARDS SEC. 44-202 BH. 2. CONCRETE SHALL BE IN ACCORDANCE WITH AWPA STANDARD SPECS. SEC. 36 -2. 3. CURBS PLACED ON A RADIUS SHALL BE JOINTED AT BEGINNING AND END OF CURVE. TYP. EXTRUDED CONC. CURB NOTE: USE 2 - GOATS WHITE HIGHWAY PAINT TO PAINT ARROW NOTE: JOINT. FORMED WITH REMOVABLE MEMBER NO PERMANENT METAL, PLASTIC OR WOOD FORMS. 6 CONCRETE CONTROL JOINT A2.5 SCALE: CONCRETE AGAINST BUILDING A2.5 SCALE: 3" = 1 CONCRETE SIDEWALK W/ LIGHT BROOM FINISH 11 ' II�O TOOL WIDTH SIDEWALK EXPANSION JOINT A2.5 SCALE: 3 " =1 -0" NDTr=: IF JOINT IS SAWGUT GUT MUST BE MADE WITHIN 24 HRS. OF CONCRETE POUR TOOL JOINT A2.5 SCALE: 3' SCALE: 3 =I'-O" 1 0— 7' ° • L,J • p ice' •mot► O "' O n o oo O. 00 711 9 O90 O o Oo 00 0 0 O � O a PREMOULDED EXPANSION JOINT FILLER, TOP 1/4" BELOW TOP OF SIDEWALK. CONTINUE REINF. TM/ JOINT. ISOLATION JOINT MATERIAL LANDSCAPE FINISH GRADE # 3x7" REAR • 36" O.G. WELDED TO STEEL PLATE I /8 "x4" STEEL HEADER 1/4' MINUS AGGREGATE ao o O . 0 0 0 o0o 00 �Q 0 0 60P ° 00 0 P° Qo 0 LANDSCAPE HEADER SEALANT 4 BACKER ROD ST 9g � OV ° C V60° °Oa° = O 9 9p1 /4 " -I" AGGREGATE COMPACTED SU86RADE COMPACTED SUEGRADE CONCRETE PAVING SEALANT 4 SACKER ROD FORMED KEYWAY ° (T BARRIER FREE PARKING SYMBOL \2!) SCALE: 3/4" = 11 -011 SCALE: N.T.S. VAN ACCESSIBLE STATE DISABLED PARKING PERMIT REQUIRED �A25J SC ALE: I /4''11.0" MANUFACTURED DETECTABLE WARNING PANELS INTERNATIONAL SYMBOL OF ACCESSIBILITY NOTE: I. USE WHITE PAINT FOR SYMBOL ON BLUE PAINTED BACKGROUND 1 k BARRIER FREE PARKING SIGN 00 .000300' 0 .0000000 00 .000000 ' 0 . 0000000 0 0 . c 0 0 0 ■••illal •* O O • 3 . 000000 0000000 000000 0000000 1: • • • • • • • • • • • • • VARIES x SCALE: 9" = I'-0 CONCRETE CURB r r O 00 • O 00 ' 0 00 '0 00 '0 00 • U.N.O. 0 0 a o 0 o a o 0000000 000000 000000 0 00000 0000000 000000 0000000 000000 0000000 000000 0000000 ILO" 5 STRAIGHT -ON CURB RAMP —BACK OF WALK OR OBSTRUCTION CONCRETE WALK. SEE SITE PLAN. 3' -0' VARIES DETECTABLE WARNING TILES PER 5/A25 4'-0" CONCRETE CURB L- PAVING 4 BARRIER FREE CURB RAMP (FLARED) A25 SCALE: I/4" =1 1 -0" CONCRETE PAVING DETECTABLE WARNING TILE DETAIL 13/4" R TYP. NOTES: I. 5I6N SHALL BE REFLSCTORIZE^D SIGN WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGN IS TO BE MIN. OF '70 SQ. INCHES WITH SEALED TEXTURE. 2. SEE SHT. A2.0 FOR LOCATION. 3. SAFE -HIT FLEXIBLE POST W/SMT TWIST LOCK BASE, BOND TO PAVEMENT NVEPDXY CEMENT. TRAFFIC SIGN INC. (206) 333 -6222 OR APPROVED EQUAL. 4. PROFILE OF MBE-CHAIR W/ OCCUPANT TO BE WHITE ON DAR: SLUE SACKRGROUND NOTES: I. ELIMINATE VAN ACCESSIBLE SIGN AND REPLACE WITH HANDICAP SIGN AT STANDARD STALLS. HANDICAP/VAN ACCESSIBLE PARKING SIGNS AND POST I2 ". X 24' DEEP CONCRETE BASE WHO LOCATED IN LANDSCAPING. WHEEL STOP DETECTABLE WARNING TILES PER 5/A2.5 REVIEWED KR, CODE COMPLIANCE. APPRO .1Uu ? C 2001 City 0t DIVISION BUILD NG NOTE: I. DELECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL O. INCHES, A HEIGHT OF NOMINAL 0.2 INCHES, AND A CENTER -TO- CENTER SPACING OF NOMINAL 2.35 INCHES, AND SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. SCORED ARCHITECTURAL CONCRETE W/ INTEGRAL COLOR RECEIVED D CITY 0 TUKWILA MAY 2 1 2007 CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE 17200 SOUTHCENTER PARKWAY TUKWILA, WA KEY PLAN REVISIONS BUILDING PERMIT SUBMITTAL : 10/10/06 BAR MINOR MODIFICATIONS : 10/25/06 TENANT REVISIONS :11/03/06 COORDINATION / CITY COMMENTS : 11/17/06 PROGRESS SET : 12.04.06 PANEL REVEAL REVISIONS: 12/05/06 CONSTRUCTION SET: 01/12/07 PUBLIC WORKS REVIEW RESPONSES 01/22/07 OWNER REQUESTED REVISIONS 04/16/07 PUBLIC WORKS REVIEW RESPONSES 05/16/07 REGISTRATION DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: SITE DETAILS SITE ADM 04/02/07 A03 -446 05/16/07 1400 A03.446 A2.5.dwg n PUBLIC WORKS REVIEW RESPONSES / V 03/20/07 FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 IIRIl.AND, WA 98033 P:425.827.2100 F:425.828.6899 SHEET A2.5 Eamonassammommsamsans Copyright 2007 Freiheit & Ho Architects, Inc., P.S. 4'-3" 8'-O 3' -11" BASIN I PROJECT NAME CATCH ii'l N 2 -1/2" `. I u7 ,Z 1 r I i NAME I I NAME i iml NAME I e TRENCH DRAIN NAME I IN N MECHANICAL L LANDSCAPE I I El Mr NAME ! ! �, • mum Now MI 1111111111111111111111111111IEN11111 EMU - NAME NAME NAME NAME NAME TRAFFIC ARROW SCALE: I /2n = ILO" CATCH BASIN SECTION SCALE: 3 /4B- 1 NOT USED A25 SCALE: .... 2'-0" CURB 3'-6" 2 1- 6 11 r m NOTE: USE 2 -COATS WHITE HIGHWAY PAINT TO PAINT ARROW v-°11,1/ v-°11,1/ CATCH BASIN VANED GRATE /2' PER FOOT GATGH BASIN PER STRICT. 2'-6" ENLARGED PLAN @ LOADING DOCK SCALE: 3/8"= I' -0" �.. 2T' -8 A25 16 �A25J SCALE: I /2' = I' - 0" 17 �A25� SCALE: I/2 " =1 -0 la 1._ , 4 . I 9 • 4 I I j i I !'� y 1 I :'_ 1 1 _-�`_� I! I O 6", STOP BAR PLANTER R =I /4" Sl 4' -0" ^2 11 R=2" V-0" PROJECT SIGN NOTES: I. LSE 5/4" EXTERIOR PLYWOOD MOUNTED ON (2) 4 X 4 TREATED WOOD POSTS. 2. USE BLACK LE ON AN OFF -WHITE BACKGROUND. 6' -0n ua•,,:a1:, „ ��'1� A t e �� \�11a;,.au� 4 I�n 2' -0° A 11 30 NOTE: USE 2 -GOATS WHITE HIGHWAY PAINT R =1/4" 1/4' / FT. Co t attn 4 /2 - I" TYPICAL .,2" .j2; I/2 71/2" 4r r,1/2" d /2" 0 31 3 .:I 3 I�_ I II III 1 • 1 1 _3 #4 BARS.v:I ; CURB AND GUTTER DETAIL ISLANDS @ KOHL'S (see site pan for locations) A25 l SCALE: I 1/2 = I -0 2 ' 4 " c 7 1 1 4 G.R.B. TOOLED OR S AY CONTROL JOINT 4" CONCRETE SIDEWALK YV/ LIGHT -BROOM FINISH 4 HAND TROWEL FEATURE STRIPS I /2" RADIUS PAVING CONCRETE SIDEWALK A25 SCALE: I" =ILO" A2.5 SCALE: 1 I /2 "=I'-O" 1 1/2° RADIUS TYP. • EACH SIDE DEPTH OF THROUGH JOINT • IO' -0" O.G. Ill RADIUS I "o DRAINAGE HOLE • 10' O.G.ADN61 OF EACH RADIUS A25 SCALE: II /2' - 1 1 -0' OR SLAB BOLLAR A25 SCALE: 3/4' =1' -0" SCALE: 1/2" = 1 8" DIAL GALV. PIPE FILLED W/ CONCRETE. PAINT W/ 2 COATS TRAFFIC YELLOW WHEEL STOP CEMENT GAP GROWN TOP I/2" LINE OF PAVEMENT n 12' 12" 12" JO Q ( 0 000 O U O °J..;+paU�O+poC? (O^Qo(. (a"'�.0 (. 0, OOnOn •.On 0O ov0 000 O o M M -41" l I I TI i l l II I I TRAFFIC ARROW 2 11 y = SLOPE 1% MIN. 2% MAX. ' 4" v _' • 0 0 O d o ` r III ►�{1= 1I�= .1I1 =lI II- ;' ._ : : ; �II� I�II�II��I+� I I I 1 H11 II =1 11= . :.,. HH r41 ,Ili I f TT I . 1:6 7 CONC.. FOOT! NGM ':.'. INSTALLED B'1' 1 I I ' CONTR. 11TI 11= tf''. Ili II . ; - �.;•' =1a� El E III IMI11-11 :— 1111 4) IE IIEIIFIIMI = — e ....F 1 I F 1 1 T 1 1 I I I I I M I E M M I I M CONCRETE WIC STOP ASPHALT DRIVE 2 I. ADFERE CURB TO SLFACE WITH AN APPROVED ADHESIVE IN ACCORDANCE WITH AWPA STANDARDS SEC. 44-202 BH. 2. CONCRETE SHALL BE IN ACCORDANCE WITH AWPA STANDARD SPECS. SEC. 36 -2. 3. CURBS PLACED ON A RADIUS SHALL BE JOINTED AT BEGINNING AND END OF CURVE. TYP. EXTRUDED CONC. CURB NOTE: USE 2 - GOATS WHITE HIGHWAY PAINT TO PAINT ARROW NOTE: JOINT. FORMED WITH REMOVABLE MEMBER NO PERMANENT METAL, PLASTIC OR WOOD FORMS. 6 CONCRETE CONTROL JOINT A2.5 SCALE: CONCRETE AGAINST BUILDING A2.5 SCALE: 3" = 1 CONCRETE SIDEWALK W/ LIGHT BROOM FINISH 11 ' II�O TOOL WIDTH SIDEWALK EXPANSION JOINT A2.5 SCALE: 3 " =1 -0" NDTr=: IF JOINT IS SAWGUT GUT MUST BE MADE WITHIN 24 HRS. OF CONCRETE POUR TOOL JOINT A2.5 SCALE: 3' SCALE: 3 =I'-O" 1 0— 7' ° • L,J • p ice' •mot► O "' O n o oo O. 00 711 9 O90 O o Oo 00 0 0 O � O a PREMOULDED EXPANSION JOINT FILLER, TOP 1/4" BELOW TOP OF SIDEWALK. CONTINUE REINF. TM/ JOINT. ISOLATION JOINT MATERIAL LANDSCAPE FINISH GRADE # 3x7" REAR • 36" O.G. WELDED TO STEEL PLATE I /8 "x4" STEEL HEADER 1/4' MINUS AGGREGATE ao o O . 0 0 0 o0o 00 �Q 0 0 60P ° 00 0 P° Qo 0 LANDSCAPE HEADER SEALANT 4 BACKER ROD ST 9g � OV ° C V60° °Oa° = O 9 9p1 /4 " -I" AGGREGATE COMPACTED SU86RADE COMPACTED SUEGRADE CONCRETE PAVING SEALANT 4 SACKER ROD FORMED KEYWAY ° (T BARRIER FREE PARKING SYMBOL \2!) SCALE: 3/4" = 11 -011 SCALE: N.T.S. VAN ACCESSIBLE STATE DISABLED PARKING PERMIT REQUIRED �A25J SC ALE: I /4''11.0" MANUFACTURED DETECTABLE WARNING PANELS INTERNATIONAL SYMBOL OF ACCESSIBILITY NOTE: I. USE WHITE PAINT FOR SYMBOL ON BLUE PAINTED BACKGROUND 1 k BARRIER FREE PARKING SIGN 00 .000300' 0 .0000000 00 .000000 ' 0 . 0000000 0 0 . c 0 0 0 ■••illal •* O O • 3 . 000000 0000000 000000 0000000 1: • • • • • • • • • • • • • VARIES x SCALE: 9" = I'-0 CONCRETE CURB r r O 00 • O 00 ' 0 00 '0 00 '0 00 • U.N.O. 0 0 a o 0 o a o 0000000 000000 000000 0 00000 0000000 000000 0000000 000000 0000000 000000 0000000 ILO" 5 STRAIGHT -ON CURB RAMP —BACK OF WALK OR OBSTRUCTION CONCRETE WALK. SEE SITE PLAN. 3' -0' VARIES DETECTABLE WARNING TILES PER 5/A25 4'-0" CONCRETE CURB L- PAVING 4 BARRIER FREE CURB RAMP (FLARED) A25 SCALE: I/4" =1 1 -0" CONCRETE PAVING DETECTABLE WARNING TILE DETAIL 13/4" R TYP. NOTES: I. 5I6N SHALL BE REFLSCTORIZE^D SIGN WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGN IS TO BE MIN. OF '70 SQ. INCHES WITH SEALED TEXTURE. 2. SEE SHT. A2.0 FOR LOCATION. 3. SAFE -HIT FLEXIBLE POST W/SMT TWIST LOCK BASE, BOND TO PAVEMENT NVEPDXY CEMENT. TRAFFIC SIGN INC. (206) 333 -6222 OR APPROVED EQUAL. 4. PROFILE OF MBE-CHAIR W/ OCCUPANT TO BE WHITE ON DAR: SLUE SACKRGROUND NOTES: I. ELIMINATE VAN ACCESSIBLE SIGN AND REPLACE WITH HANDICAP SIGN AT STANDARD STALLS. HANDICAP/VAN ACCESSIBLE PARKING SIGNS AND POST I2 ". X 24' DEEP CONCRETE BASE WHO LOCATED IN LANDSCAPING. WHEEL STOP DETECTABLE WARNING TILES PER 5/A2.5 REVIEWED KR, CODE COMPLIANCE. APPRO .1Uu ? C 2001 City 0t DIVISION BUILD NG NOTE: I. DELECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL O. INCHES, A HEIGHT OF NOMINAL 0.2 INCHES, AND A CENTER -TO- CENTER SPACING OF NOMINAL 2.35 INCHES, AND SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. SCORED ARCHITECTURAL CONCRETE W/ INTEGRAL COLOR RECEIVED D CITY 0 TUKWILA MAY 2 1 2007 CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE 17200 SOUTHCENTER PARKWAY TUKWILA, WA KEY PLAN REVISIONS BUILDING PERMIT SUBMITTAL : 10/10/06 BAR MINOR MODIFICATIONS : 10/25/06 TENANT REVISIONS :11/03/06 COORDINATION / CITY COMMENTS : 11/17/06 PROGRESS SET : 12.04.06 PANEL REVEAL REVISIONS: 12/05/06 CONSTRUCTION SET: 01/12/07 PUBLIC WORKS REVIEW RESPONSES 01/22/07 OWNER REQUESTED REVISIONS 04/16/07 PUBLIC WORKS REVIEW RESPONSES 05/16/07 REGISTRATION DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: SITE DETAILS SITE ADM 04/02/07 A03 -446 05/16/07 1400 A03.446 A2.5.dwg n PUBLIC WORKS REVIEW RESPONSES / V 03/20/07 FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 IIRIl.AND, WA 98033 P:425.827.2100 F:425.828.6899 SHEET A2.5 Eamonassammommsamsans Copyright 2007 Freiheit & Ho Architects, Inc., P.S. PROJECT NAME ii'l 2 -1/2" `. I OWNER N I i NAME I I NAME i iml NAME I NAME I IN ELECTRICAL M MECHANICAL L LANDSCAPE I I El Mr NAME ! ! �, • TRAFFIC ARROW SCALE: I /2n = ILO" CATCH BASIN SECTION SCALE: 3 /4B- 1 NOT USED A25 SCALE: .... 2'-0" CURB 3'-6" 2 1- 6 11 r m NOTE: USE 2 -COATS WHITE HIGHWAY PAINT TO PAINT ARROW v-°11,1/ v-°11,1/ CATCH BASIN VANED GRATE /2' PER FOOT GATGH BASIN PER STRICT. 2'-6" ENLARGED PLAN @ LOADING DOCK SCALE: 3/8"= I' -0" �.. 2T' -8 A25 16 �A25J SCALE: I /2' = I' - 0" 17 �A25� SCALE: I/2 " =1 -0 la 1._ , 4 . I 9 • 4 I I j i I !'� y 1 I :'_ 1 1 _-�`_� I! I O 6", STOP BAR PLANTER R =I /4" Sl 4' -0" ^2 11 R=2" V-0" PROJECT SIGN NOTES: I. LSE 5/4" EXTERIOR PLYWOOD MOUNTED ON (2) 4 X 4 TREATED WOOD POSTS. 2. USE BLACK LE ON AN OFF -WHITE BACKGROUND. 6' -0n ua•,,:a1:, „ ��'1� A t e �� \�11a;,.au� 4 I�n 2' -0° A 11 30 NOTE: USE 2 -GOATS WHITE HIGHWAY PAINT R =1/4" 1/4' / FT. Co t attn 4 /2 - I" TYPICAL .,2" .j2; I/2 71/2" 4r r,1/2" d /2" 0 31 3 .:I 3 I�_ I II III 1 • 1 1 _3 #4 BARS.v:I ; CURB AND GUTTER DETAIL ISLANDS @ KOHL'S (see site pan for locations) A25 l SCALE: I 1/2 = I -0 2 ' 4 " c 7 1 1 4 G.R.B. TOOLED OR S AY CONTROL JOINT 4" CONCRETE SIDEWALK YV/ LIGHT -BROOM FINISH 4 HAND TROWEL FEATURE STRIPS I /2" RADIUS PAVING CONCRETE SIDEWALK A25 SCALE: I" =ILO" A2.5 SCALE: 1 I /2 "=I'-O" 1 1/2° RADIUS TYP. • EACH SIDE DEPTH OF THROUGH JOINT • IO' -0" O.G. Ill RADIUS I "o DRAINAGE HOLE • 10' O.G.ADN61 OF EACH RADIUS A25 SCALE: II /2' - 1 1 -0' OR SLAB BOLLAR A25 SCALE: 3/4' =1' -0" SCALE: 1/2" = 1 8" DIAL GALV. PIPE FILLED W/ CONCRETE. PAINT W/ 2 COATS TRAFFIC YELLOW WHEEL STOP CEMENT GAP GROWN TOP I/2" LINE OF PAVEMENT n 12' 12" 12" JO Q ( 0 000 O U O °J..;+paU�O+poC? (O^Qo(. (a"'�.0 (. 0, OOnOn •.On 0O ov0 000 O o M M -41" l I I TI i l l II I I TRAFFIC ARROW 2 11 y = SLOPE 1% MIN. 2% MAX. ' 4" v _' • 0 0 O d o ` r III ►�{1= 1I�= .1I1 =lI II- ;' ._ : : ; �II� I�II�II��I+� I I I 1 H11 II =1 11= . :.,. HH r41 ,Ili I f TT I . 1:6 7 CONC.. FOOT! NGM ':.'. INSTALLED B'1' 1 I I ' CONTR. 11TI 11= tf''. Ili II . ; - �.;•' =1a� El E III IMI11-11 :— 1111 4) IE IIEIIFIIMI = — e ....F 1 I F 1 1 T 1 1 I I I I I M I E M M I I M CONCRETE WIC STOP ASPHALT DRIVE 2 I. ADFERE CURB TO SLFACE WITH AN APPROVED ADHESIVE IN ACCORDANCE WITH AWPA STANDARDS SEC. 44-202 BH. 2. CONCRETE SHALL BE IN ACCORDANCE WITH AWPA STANDARD SPECS. SEC. 36 -2. 3. CURBS PLACED ON A RADIUS SHALL BE JOINTED AT BEGINNING AND END OF CURVE. TYP. EXTRUDED CONC. CURB NOTE: USE 2 - GOATS WHITE HIGHWAY PAINT TO PAINT ARROW NOTE: JOINT. FORMED WITH REMOVABLE MEMBER NO PERMANENT METAL, PLASTIC OR WOOD FORMS. 6 CONCRETE CONTROL JOINT A2.5 SCALE: CONCRETE AGAINST BUILDING A2.5 SCALE: 3" = 1 CONCRETE SIDEWALK W/ LIGHT BROOM FINISH 11 ' II�O TOOL WIDTH SIDEWALK EXPANSION JOINT A2.5 SCALE: 3 " =1 -0" NDTr=: IF JOINT IS SAWGUT GUT MUST BE MADE WITHIN 24 HRS. OF CONCRETE POUR TOOL JOINT A2.5 SCALE: 3' SCALE: 3 =I'-O" 1 0— 7' ° • L,J • p ice' •mot► O "' O n o oo O. 00 711 9 O90 O o Oo 00 0 0 O � O a PREMOULDED EXPANSION JOINT FILLER, TOP 1/4" BELOW TOP OF SIDEWALK. CONTINUE REINF. TM/ JOINT. ISOLATION JOINT MATERIAL LANDSCAPE FINISH GRADE # 3x7" REAR • 36" O.G. WELDED TO STEEL PLATE I /8 "x4" STEEL HEADER 1/4' MINUS AGGREGATE ao o O . 0 0 0 o0o 00 �Q 0 0 60P ° 00 0 P° Qo 0 LANDSCAPE HEADER SEALANT 4 BACKER ROD ST 9g � OV ° C V60° °Oa° = O 9 9p1 /4 " -I" AGGREGATE COMPACTED SU86RADE COMPACTED SUEGRADE CONCRETE PAVING SEALANT 4 SACKER ROD FORMED KEYWAY ° (T BARRIER FREE PARKING SYMBOL \2!) SCALE: 3/4" = 11 -011 SCALE: N.T.S. VAN ACCESSIBLE STATE DISABLED PARKING PERMIT REQUIRED �A25J SC ALE: I /4''11.0" MANUFACTURED DETECTABLE WARNING PANELS INTERNATIONAL SYMBOL OF ACCESSIBILITY NOTE: I. USE WHITE PAINT FOR SYMBOL ON BLUE PAINTED BACKGROUND 1 k BARRIER FREE PARKING SIGN 00 .000300' 0 .0000000 00 .000000 ' 0 . 0000000 0 0 . c 0 0 0 ■••illal •* O O • 3 . 000000 0000000 000000 0000000 1: • • • • • • • • • • • • • VARIES x SCALE: 9" = I'-0 CONCRETE CURB r r O 00 • O 00 ' 0 00 '0 00 '0 00 • U.N.O. 0 0 a o 0 o a o 0000000 000000 000000 0 00000 0000000 000000 0000000 000000 0000000 000000 0000000 ILO" 5 STRAIGHT -ON CURB RAMP —BACK OF WALK OR OBSTRUCTION CONCRETE WALK. SEE SITE PLAN. 3' -0' VARIES DETECTABLE WARNING TILES PER 5/A25 4'-0" CONCRETE CURB L- PAVING 4 BARRIER FREE CURB RAMP (FLARED) A25 SCALE: I/4" =1 1 -0" CONCRETE PAVING DETECTABLE WARNING TILE DETAIL 13/4" R TYP. NOTES: I. 5I6N SHALL BE REFLSCTORIZE^D SIGN WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGN IS TO BE MIN. OF '70 SQ. INCHES WITH SEALED TEXTURE. 2. SEE SHT. A2.0 FOR LOCATION. 3. SAFE -HIT FLEXIBLE POST W/SMT TWIST LOCK BASE, BOND TO PAVEMENT NVEPDXY CEMENT. TRAFFIC SIGN INC. (206) 333 -6222 OR APPROVED EQUAL. 4. PROFILE OF MBE-CHAIR W/ OCCUPANT TO BE WHITE ON DAR: SLUE SACKRGROUND NOTES: I. ELIMINATE VAN ACCESSIBLE SIGN AND REPLACE WITH HANDICAP SIGN AT STANDARD STALLS. HANDICAP/VAN ACCESSIBLE PARKING SIGNS AND POST I2 ". X 24' DEEP CONCRETE BASE WHO LOCATED IN LANDSCAPING. WHEEL STOP DETECTABLE WARNING TILES PER 5/A2.5 REVIEWED KR, CODE COMPLIANCE. APPRO .1Uu ? C 2001 City 0t DIVISION BUILD NG NOTE: I. DELECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL O. INCHES, A HEIGHT OF NOMINAL 0.2 INCHES, AND A CENTER -TO- CENTER SPACING OF NOMINAL 2.35 INCHES, AND SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. SCORED ARCHITECTURAL CONCRETE W/ INTEGRAL COLOR RECEIVED D CITY 0 TUKWILA MAY 2 1 2007 CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE 17200 SOUTHCENTER PARKWAY TUKWILA, WA KEY PLAN REVISIONS BUILDING PERMIT SUBMITTAL : 10/10/06 BAR MINOR MODIFICATIONS : 10/25/06 TENANT REVISIONS :11/03/06 COORDINATION / CITY COMMENTS : 11/17/06 PROGRESS SET : 12.04.06 PANEL REVEAL REVISIONS: 12/05/06 CONSTRUCTION SET: 01/12/07 PUBLIC WORKS REVIEW RESPONSES 01/22/07 OWNER REQUESTED REVISIONS 04/16/07 PUBLIC WORKS REVIEW RESPONSES 05/16/07 REGISTRATION DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: SITE DETAILS SITE ADM 04/02/07 A03 -446 05/16/07 1400 A03.446 A2.5.dwg n PUBLIC WORKS REVIEW RESPONSES / V 03/20/07 FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 IIRIl.AND, WA 98033 P:425.827.2100 F:425.828.6899 SHEET A2.5 Eamonassammommsamsans Copyright 2007 Freiheit & Ho Architects, Inc., P.S. N / . e.,, N 'SOLID N 'ZING: 5,GR TIGAL .C. ITAL -(2) )P 4 AND 0 i V Z7 f I SLAB I' 12 'OOTIN6 26" X 26° PEAKED CONCRETE WALL GAP. 2'-0" GATE LEAF DETAIL A2.6 J SCALE: 3/4 " =1' -0" I 1 I CONCRETE GAP 6" DIA. GALV. STL. PIPE FILL YV/ GONGRETE PAINT W/ 2 COATS TRAFFIC YELLOW FINISHED PAVING LINE SCALE: 3/4 "= I' -0" ? cv SCALE: I I/2 " :I' -0" 11 1 4" ..4 0 0 0 ° 4" C.RE. ---� 0 0 a o 00 00 Oo 0 I\\ r N NN NN X2 NN 2 ��CCI /4 F " STEEL RAME'\ My YELOED JOIfitTS NN TYP. EA GATE LEAF NN // NN 6" 41 GALV. ( STEEL GATE \N/ POT GONG. FILLED, TYP. /\ // NN NN 7' CANE BOLT `/ SEE DETAIL 25/A2.2 // Z/7' AL < ME DECK VANIZ.D BOLTED TO STEEL TIRE FRAME_ 00 0 BOLLARD DETAIL 1/2" STEEL PLATE 1/2" BOLTS TO FRAME 3/4° CANE BOLT W/ 4" HOOK I A e I'-6" 4, 00 0 00 0 Co 0 O Q 0 0 0 0 0 0 0 s = L 00 0 00 U 0 I i ' `e, �- TRASH ENCLOSURE CANE BOLT DETAIL Nfr s -� 111$42•_ 6" 4) PIPE GUARD ( TYP. OF 4 ) PAINT W/ 2 GOATS TRAFFIC YELLOW DOWNSPOUT LOCATION G.M.U. WALL 8" x 16" SMOOTH FACE LINE OF BUILDING 4" BRICK VENEER TRASH ENCLOSURE PLAN @BLDG.E SCALE: I/4" = I'-O" T.O. COLUMN +8' -2 3/4" T.O. GATE +'f' -10" T.O. GMU +2'-D" AI FINISH GRADE +0 1_ 0 . SCALE: I /4 " -I' -0" 26" X 26" PEAKED CONCRETE WALL GAP. 12" X 20" PEAKED CONCRETE WALL GAP. T.O. CMU +'T' -4" alxa^xIa. smoom FACE G.M.U. WALL SKIM GOAT PLASTER 8 "X8 "X12 "SPLIT FACE G.M.U. WALL w • �w tl ru li ` I • �► li I 1'-On FINISH GRADE SCALE: 3/4 " =1' -0" SCALE: 3 " =1 1'-6" P T.O. SPLIT FACE G•U +2' -0" 3'-B 1/4" BUILDINb LINE JAMB PLAN RECYCLE 6' -8 I /2" 6 TRASH ENCLOSURE ELEVATION FOUND T)O . o PER . . 5TRUGTI , N :' ; ; ; f i r ; � 3'-0 6" DIA. STL. PIPE. FILL W/ CONCRETE 7 RECYCLE FACE G.M.U. WEALD BRICK VENEER) 8" X 12" X 16" SPLIT FACE I8' -0 I" DIA. STL. ROD, WELD TO 6" DIA. STL. PIPE 6' -8 1/2" 3'-3 3/4" Zn \ \ 5 1/2" RECYCLE T, 0. GRADE 00 0' -0" TRASH ENCLOSURE WALL SECTION 2 "x2'x1/4" ANGLE FRAME $ BRACES I DIA. STL. PIPE 4" IN LENGTH MELD ONE TO ANGLE AT DOOR WELD ANOTHER AT 6" PIPE SEE DETAIL 5/A2.6 1 1/2" 18 GAUGE TYPE 'B' GAD/. MTL. DECKING • 7 V 0 HOLES 2'-0° 3'-3 3/4" • TRASH CANE BOLTS OF BUILDING 5'-6 1/4" F LINE 5' -10 1/4" I BRICK VENEER TYP. 6" BOLLARD (TYP,) BRICK VENEER ACCENT. TYP. Zn ZO in /5' -2" // 1 \ ELEVATION TRASH 0 SEAL CONCRETE SMOOTH FINISH 6" CONCRETE Po /(05 (.ltd Df Tukwila 3 TRASH ENCLOSURE ELEVATI } DMVISI A2.6 SCALE: I /4 " =I' -0" METAL COLLAR, TYP. WELD BOTTOM COLLAR TO POST < TRASH RASH ENCLOSURE HINGE DETAIL JAMB ELEVATION SCALE: I I /2n =1' -0" 3'-3 3/4" • • 2'-On 2' I AND BRACE T 1- PLAN n rl 2"4"XI /4" ANGLE FRAME WASHER METAL DECKING. PAINT 3/4" 'CORK" STUCCO PAINT W/ 2 COATS TRAFFIC YELLOW " BOLLARD (TYP.) BOLLARD 6ALV. METAL DECK WITH TUBE STEEL FRAME SKIM COAT PLASTER SPLIT -FACED GMU, TYP. T.O. GMU o b i +2' -0" FINISH GRADE +O'-On STEM FRAME an X 12" X 16" SPLIT FACE G.M.U. WALL (TYP) TA. ( CMU +'J' -4° PAINTED GALVANIZED METAL DECKING METAL COLLAR TO FIT OVER 6 "4 POST (GREASE AREA BETWEEN POST * HINGE) PIMP TO FRAME 2" X 3" TRIM ANGLE TACK WELD TRIM ANGLE TO THIS SIDE ONLY. HYDRAULIC GREASE FITTING DRILL AND TAP HOLE (TYP. 4 PLACES) I" DIA. STL. PIPE, 4" IN LENGTH ELD W TO ANGLE AT DOOR In DIA. STL PIPE 4° IN LENGTH WELDED TO 6" PIPE. WELD 3/4" DIA. SOLID STL. ROD an IN LENGTH INSIDE I" DIA. 5TL. PIPE TO ACT AS HINGE FOR DOOR V' DIA. STL. STD. WT. PIPE FILL WITH CONCRETE 26 "X26° TEXTURED PEAKED WALL CAP- BUCKSKIN COLOR (TYP) 6 4 GAD/. STEEL GAIT= POST CONC. FILLED, TfP. ( PAINTED ) BRICK VENEER TYP. BRICK VENEER - ACCENT. TYP. REVIEWED FOR CODE COMPUANCe A PROVED JUL 2 u 2007 P.ECPVPD CITY C) T_'KWIL MAY 2 1 2007 Ir' bcta7� 3a;e�,? 6 E CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE KEY PLAN REVISIONS SITE 17200 SOUTHCENTER PARKWAY TUKWILA, WA BUILDING PERMIT SUBMITTAL : 10/10/06 BAR MINOR MODIFICATIONS : 10/25/06 TENANT REVISIONS : 11/03/06 COORDINATION / CITY COMMENTS : 11/17/06 PROGRESS SET : 12.04.06 PANEL REVEAL REVISIONS: 12/05/06 CONSTRUCTION SET: 01/12/07 PUBLIC WORKS REVIEW RESPONSES 01/22/07 OWNER REQUESTED REVISIONS 04/16/07 PUBLIC WORKS REVIEW RESPONSES 05/16/07 REGISTRATION DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: SITE DETAILS GISTS ED ARCHITECT ADM 10/06/06 A03 -446 05/16/07 1401 A03 - 446 A2.6.dwg PUBLIC WORKS REVIEW RESPONSES / \ 03/20/07 FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 IORKIAND, WA 98033 P :425.827.2100 F:425.828.6899 SHEET A2.6 Copyright 2007 Freiheit & Ho Architects, Inc., P.S. I_I_I_I_I_•�� 1 ■■A t ■rl■r ■E AWILIgaiJi6 11 "■ ■SOM 1111■�11U11M11111� _._.._ _._ ._ _ ____. Tr M■ =r ∎r ■�■ ■ ��I •u.iMMI1 I 1 1 • 1111111111 11■ ■u�■IIIINIII11111111 — NOT USED NOT USED TRELLIS ELEVATION 4 °X4" STEEL TUBE 4"X8" STEM TIM T DECORATIVE 6RILL.E. TYP. 4 ° X4 ° EE1 ST TUBE CONCRET GAP BRICK SOLDIER COURSE BRICK VENEER HANDRAIL DETAIL T.O. PLANTER DECORATIVE GRILL DETAIL L� 4"X4"XI /2" TUBE STEM- !". X I/4" TUBE STEEL. CONCRETE LANDING I/2 "0 X 24" ANCHOR BOLTS W/ 3' HK FURNISHED 4 INSTALLED 5Y G.G. 4° X 4" STEEL TUBE TRELLIS COLUMN DETAIL CONCRETE CAP BRICK 55OLDIER COURSE ERICK VENEER PLANTER PLAN. TYP S -2" 4L5 31' -10 I/2" I e 1 _•1N" IO' -2" ELEY. 26.00' ` 4' -10" 4' -IO 5/8" SCALE: 3/8 I' - 0" / / ! ,! I I -0" /// %- - f i . 7 1, - . J rr i `F '' rF. -\2"-\..,) . 'T '.J ' 4 ��'' . � 4 ., h ' it •+fi b y. ti'v.,/ +. ''' • J 4 ' � J • ' :.'*' ' A ` \`,..,'3,.\'''',>4:\>//`‘`` ' .. \--,s,(\:,\>;-„,,,,,,,,,,;(,/,„:,. fib d 1 F : ,' \ ,°�. ../ •.1.; .: be '. X,/\\.,'' ' '� ti , +"� r� " ;4 k.. `' ` ; \vfly,.;,` =z. :'•e/,•C,: � : f `. ,� ` %f / >�.� ,err i`�f \ i. } '' ;; " F;rF � ", �+''›... + , ' . S / ; eF � o f J \5 5 ,,,,,\ �'•� ' i \ ' ti ' .4.' ti / J r ,.. , ' „J� tir ;: r J /. � Ff ltifl { 5�/� \J�l Tarr•f'@. /'\ J1 ;F TYP. PLANTER SECTION I2 "x 20" PEAKED CONCRETE WALL GAP BRICK VENEER WATERPROOF MEMBRANE AND DRAIN MAT, TYP. 6' GONG. RETAINING WALL 1/2” EXP..1T. FILLER, TYP. WEEP HOLES 2'-O HORIZ. ° J scAI_ : 3 /8C -I I1 1/ N \ \ I. \ � f /l � i IL1 , I / � i ,= /� I € / __ v._ I - �'� �f T i E • .. „ ,�. '.-- • Eri, " ' " c I • 77, _ r #. 11 Hut 1 E E 9 1 P I 114 E� 1 Q 1 1 1 1 BENCH SECTION \N" NV --V_K,V):://,,, ' ‘f 1�f ti.,r -L - � q `. \`'''',,./..4\\>,F ' • .. ` 1'-O” 2 , - ---;,!--,!,.-1.,. .:: tY v n • •` � S.4~ „ (#.>, ''' - -, , ,... /...,?..„ A..,./ � .` 4� Wi t:, 4 TERPROOF MEMBRANE AND DRAIN MAT, TYP. 4" BRICK VENEER 6° GONG. RE=TAINING WALL I/2" EXP..1T. FILLER, TYP. WEEP HOLES 7 1- 1/43, 1 7 I2 "x 20 PEAKED CONCRETE d- SCALE: 11/2 " =1'-O" 4" 4" 4" 1 4" 4° 4" 15 TRELLIS SECTION DETAIL 4 4 X4 "XI /2" TU5E STEEL, TYP PAINTED 1 "4' X I /4" TUBE STEEL, TYP. (PAINTED PLATE BASE SCALE: I /4" — I' -0" TRELLIS PLAN. TYP. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 0 2007 City Of Tukwila BIDING DIVISION, RECEIVED CITY OF TUKWILA MAY 2 1 2007 pa fEA-I CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE SITE 17200 SOUTHCENTER PARKWAY TUKWILA, WA KEY PLAN REVISIONS BUILDING PERMIT SUBMITTAL : 10/10/06 BAR MINOR MODIFICATIONS : 10/25/06 TENANT REVISIONS : 11/03/06 COORDINATION / CITY COMMENTS : 11/17/06 PROGRESS SET : 12.04.06 PANEL REVEAL REVISIONS: 12/05/06 CONSTRUCTION SET: 01/12/07 PUBLIC WORKS REVIEW RESPONSES 01/22/07 PUBLIC WORKS REVIEW RESPONSES A\ \ 03/20/07 OWNER REQUESTED REVISIONS 04/16/07 PUBLIC WORKS REVIEW RESPONSES 05/16/07 REGISTRATION - ;: . : 4 1,17 REGISTERED ARCHITECT FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKLAND, WA 98033 F:425.8272100 F:425.828.6899 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: SITE DETAILS - PEDESTRIAN FEATURES SHEET ADM 04/02/07 A03 -446 05/16/07 1404 A03- 446_A2.7.dwg A2.7 Copyright 2007 Freiheit & Ho Architects, Inc., P.S. ... 1_11 11 NOT USED 10 10 SCALE: 1/4" = 1'-0e SCALE: 1/4" = SGAL.E: 1/2" = 1.- LANDSCAFEf —r tir t • • • p+•A.S Ir " i'i' 1 BUILDING E RAMP PLAN n f 1 BUILDING E RAMP SECTION 'Gq BUILDING E RAMP SECTION LINE OF SIDEWALK BEYOND -NEAR v. •-v4�S1• e V' • ` ` w: G"i+..AMJ.CTG W -4 RECESSED WALL L.UMINAIRE PER ELECTRICAL, TYP. \ LANDSCAPE j 1 see,.°- ,'_s•�r "' ! I bUIRDR, IL ®3'-6" HIbH;I E t f �IANDRAIL I I s l i f 1 \ y G G 2O0.3 , h I a 1 1 BUILDING E "Eq BUILDING dg ^ g zrf• �. ..tAmid£ akmfir. be i iw ••• •xfrx.:f mw.:awrn - 7r.v �,.y S rye 9•�•r f➢" F Ji ��n �r C.Z i�'�$1���.Yi E.� SS': �d�'. �i�1' Tir� '� 2� 1 SI i � i, I ; e 31 ' I ' I I fi D I1+�N ; PER n/, I MIMI ,f -2' -0' ® 24.0' B.O. RAMP NOT PIPE RAIL POSTS ® 6' O.G. MAX., GUARDRAIL MAY BE IN SECTIONS WITH SPLICES 10 Q.G. MIN. HANDRAILS MAY PROJECT INTO THE REQUIRED WIDTH OF RAMP A MAX. DISTANCE OF 9 PROM EACH SIDE OP THE RAMP. OTHER PROJECTIONS, SUCH AS TRIM AND SIMILAR DECORATIVE FEATURES, MAY PROJECT INTO THE REQUIRED WIDTH OF RAMP I -I/2" ON EACH SIDE. CONCRETE SIDEWALK /,? 1" \ BITUMINOUS JOINT AROUND PIPE RAIL .,DOWN l a 1 ;1 1 1 = 1 iE II F t 1... i I` RAMP UP ..: y \ r : • / PPE SLEEVES TO A/ \ `\ PONS , \� \\\,\\.<,\\ \ , Do34 4 I 31 GONG !RAMP AND - -- bAN©INO PER 2003 IBC lI E FINISH GRADE c h L +0' -0" ® +26' BLDG T.O. MIDDLE LANDING - 3.66' -O" 0 22.12' 6 ECEIVEo CITY OF Tt J KWILA MAY 2 1 2007 PE-hi M3TG P fER CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE KEY PLAN REVISIONS SITE 17200 SOUTHCENTER PARKWAY TUKWILA, WA BUILDING PERMIT SUBMITTAL : 10110/06 BAR MINOR MODIFICATIONS : 10/25/06 TENANT REVISIONS :11/03/06 COORDINATION / CITY COMMENTS : 11/17/06 PROGRESS SET : 12.04.06 PANEL REVEAL REVISIONS: 12/05/06 CONSTRUCTION SET: 01/12/07 PUBLIC WORKS REVIEW RESPONSES 01/22/07 OWNER REQUESTED REVISIONS 04/16/07 PUBLIC WORKS REVIEW RESPONSES 05/16/07 REGISTRATION PUBLIC WORKS REVIEW RESPONSES / 03/20/07 FREIHEIT & HO ARCHITECTS, INC. P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKLAND, WA 98033 P:425.827.2100 F :425.8284899 DRAWN BY: NN DATE: 04/02/07 PROJECT NO.: A03 -446 PRINT DATE: 05/16/07 1413 DRAWING NAME: A03 -446 A2.7A.dwg SITE DETAILS - PEDESTRIAN FEATURES SHEET 2.7A ESEMIENZIEESEIMMIESSEESI Copyright 2007 Freiheit & Ho Architects, Inc., P.S. CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE 17200 SOUTHCENTER PARKWAY TUKWILA, WA KEY PLAN REVISIONS BUILDING PERMIT SUBMITTAL : 10/10/06 BAR MINOR MODIFICATIONS : 10/25/06 TENANT REVISIONS : 11/03/06 COORDINATION / CITY COMMENTS : 11/17/06 PROGRESS SET : 12.04.06 PANEL REVEAL REVISIONS: 12/05/06 CONSTRUCTION SET: 01/12/07 PUBLIC WORKS REVIEW RESPONSES 01/22107 PUBLIC WORKS REVIEW RESPONSES /S\ 03/20/07 l OWNER REQUESTED REVISIONS 04/16/07 PUBLIC WORKS REVIEW RESPONSES 05/16/07 CITY REVIEW RESPONSES 06/22/07 REGISTRATION FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 IQRIQAND, WA 98033 P :425.827.2100 F:425.828.6899 DRAWN BY: ADM DATE: 04/02/07 PROJECT NO.: A03 -446 PRINT DATE: 05/16107 1524 DRAWING NAME: A03 -446 A2.8.dwg SITE DETAILS - PEDESTRIAN FEATURES SHEET SITE A2.8 Emattilassegamstamm Copyright 2007 Freiheit & Ho Architects, Inc., P.S. 5 -0" OF STL. COLUMN 31 -0" STEEL TUBE FRAME STEEL TUBE FRAME G a ` - G 1 " 2d_ 6-1 -V � G C -O " ... 1� ` � �__ I . i ' I - S _, � .-�- t _ 39 1 -0 " 15 ° II 1/2 n 1 11/2 " 't LANDSCAPING MOH, TYP. - _ - IG/�141V�t/ 5T01`IL 4-1 I /2" \ i IdIJLR ► , , , _ .■� ;1 III III fi1�: � a / . s I _ .w: +7 Y STO ' 1111111111 GAP 111111 ..�... - •Y- � •: i P TER, f[ Ti ° p,® ...."""°' � .".... ' ' ' Q ti ,, • • • ... , e .� I 4? + �• S •: EXTERIOR RIOR LIGHTING FIXTURE. TYP, • (:. • .1s�i . k;� yr . is b r . ° rt.•:q + "R•fe a: s }:�:a•?3 . F .. 111111 � ,..,....,' - .. > ...�_.. °. d► a -a - - - � . . . GAP -.4:_......;..... `� - :I�._ I :d:s ...:... .. BRICK VENEER ACCENT �; ..:... I • ,. I,,, : • I I t•' 4 : ' .t" - ; � ;...., d = -. ..._,. . __.. . . `�.'' : BRICK = �. - ..� ._� - . i ,.° I ..... - _ ,. \ I ' I _ - '' _ 1 J 12' r SEE SITE PLANT SHEET A2.0 FOR SPACING OF TRELLIS, TYP. r A. _ �i 12 /al . H55 6 X 3 X 3/16 r Hi Q p 1 - --+ r r � ': • ... ,` .■..3 -,. X23 € =M - _ ' •- .. �• L _ .. �'. r^ ^ ' - - ' HSS 6 X 3 X 3/16 , ..• H552X2X1/8 ® 24 D . G . WELD TO...� 1 ,... + OL.O" I `� ' . f t FRONT ' ;�_ >.; ° Illy 'Mike ! ! ►,►1.� , ^ ►lam I ` ' ∎1T� -�I � t of vim s r } .- ., . . . .. ' e f 1 Iy ' _,.. •^ f _ f .- "7-- ,� / . { v. \, -''' , / \ , 1 ,./ \, / 4711.N. .. . / "... ,... ... • i / %...; / ‘,.. \ i ',.. i I \ ./ / N / 1/ , \ I < I .,,,. \ / / \ 1 / \ ./ \ , . / \ ., _ . 3 :1 - - r Zq . -4 c J ,\ 77'. Y'� s e . - )X4 V-0" AT Fv ON / / / I . . . y • \ \ r \ .1\ • ei\ , / , II s . _ .. X 6 GRIND SMOOTH \ ALL JOINTS LANDSCAPE PAVILION _ r ...._ e. ,� J _ - _ l . .r a v ` � _ . , r N :.• ,• ~' ' i> } LC ETE PAVEMENT P. . /BELOW, TYP. - �i . • � r ,r J } _.• _ _. \«... _.... i f ` r� e f :K: \ f f f 4. \; I i r E .. i ; ,i .{ \ �' I 9 •',. F'` .t r" A, 1� + ' \ .l - ,-_ d { '� - , t"1 ! .. ` i 1 j ` .. 1'.. _ Y �• ~ J i� , w I ; f 1 ti r a \. y - ` I �' ` r . r f ` F,� N :�.:. r ; �.; , ,- _ ' � .r'r \ f ,'� /• J ��. Jf f• •\ ` . %.,- • `•., .. , / ^ '' /. �\ 1\ \ � r v -, ✓ r �t � �' ,'� �` r � ,.. ! L.. , f : 1+ `vim r ~•� t ,f .r -' V a' i, ! I mo +, . j f w `'y} {j � I f ✓ f� / \' 4 ' � ,f � "PL BDX PER - ci A2.$ n I u SCALE: I/4 = I -0 I fir I . 1 f � 1 �•I �r� LIGPi I FIXTURE, VE ' `�, r ; ' , , ; , ` APE DWGS, \ �`�,• -_ , f ,� '[ 1 t ,\., .!_ANISG . rel. f k r ! , I \, i � ,`, 1 _ 1 J 'P d \. \ ' � ',' ` 1 ' TYPICAL L16FfTING � f�' . i F •- :' . , . \ r f / . .. �+ { ti / � • DECORATIVE � / PAVEMENT Y. 1 1 1`. \ W, ' •i � _ _ �y�}� T.D. I `IYG� Iti ! 13 ,4 y f/ / eN ,� l d� ; • fp .r � ..r r �, r '` \ r '..,( .., 00-,GI / \ / \ / \ / \ / dy ,, ,.... .A. . , 'k / S ) , \ / \ ' \ X / 1 V o \ L / ' ...... ...,/ L\o— . / N, d . ,... . .— . . . • v v { t,. �,` „{ C.rf ` r � '`, I f ` .. I l 'I I t I. i l f : 1 I f E , \ I ;,, tom' �c t a .1�7�� \/� ,�'` ti, e '. a._!I ,� � 1 1 I XUI�+ * �.ty 1. i P ` +14-4 3 4 r A EI .0.G. I � � 1 2 \- �''\ ` / y I t A : �'.� �ry� ,r. I ti r r 1 f \, s \ � ........_ -- _ .. ..k,s'...._.� �` I I . \� d w 1 F 1 + ,� ', _ I _ __ _- I L _ - _ I - v _,. _t...... .._.. .... _. - _ �., ... ._ I _.._ I I +1.� I I_ •� ,' y` J / h , • .� / ,•4 (\ I�,' J „I� ^ r , ' .R /- ./ i l ii l .. .. ,r' /° °' ` I ` I • `',. `'� - ;� `' °`� �° { \ r ~ �y p • ` tf � ' f R. 1 1 f } f ... , , r t'•7 .. �µ . .. \ 4 - ._._T `~ ti. / + X . r '' r { I �' x l \•� `+,y \ '''c ' I 1 z \71 s d ~ S � 1 ti �. _ > `: '`�_ • ` ;' �L 4, 1� \ .., ' ti '' ` " ' '' \ ' '� 4 ` 1 f j f 1 � ' r✓ / r f f /, � j Sf 1 'ha f \ ! / {. • r r °� ; `,� : � �, \' l 6 . 1+ b , , a Q el s o ., • I'.... 'wI, i - - . 3 j / V '�LD I /8 AND GAP, ALL STEEL TUBE / ' y .� �� EDGE OF BRICK I " +If I/2 ►r - r�,� �' ` { k. y I i 'I , t . ! �• 4 4r• J `f 1 � 1 { � , ' f i g 43 f e X ` � t = ✓. i f' �. ! ^. w� r �sr ",, / I I , �„ . f / ., l I h i , r ,. . 1 I ,,�° aG1,! MM :i.PA 1 I ,, . AA I 1 I ® L , er W rF .F rlw, b , ti f : ti �' f t te r . I• I } I , 1 r S r _ I ► r.o. LDi �- caUR�E , n A2 6 i ° - 1 • I. .° , ;, : 4 ` �. CJ / ,, 4 LIGHT `AT INSIDE- / � �y; ,� ,� � / \ ° AGI ` 1 , , ,, ' I I _ -1 COLUMN BELOW CY r ° ^ : r � µl r . , , ID 3 I r % Li _ 'fir � r : � i / � � l � % _ i �. ti 1 1� � 1. _ e -\ ..._ .,..._. Mr :MN ... .. `i ,.« ........ .., I: � � ..:x � ' � � o-! � ,20 it .-.-- -.- - ----- - --- -- ---- - - -. -. -- ---- -- r 1T ;r..�.- a I -•- � I ► � � , .��� ----' . - -�. r . 4 ,. 1 �1�. . . , `" I •- BRICK VETIEER 16 ' ..� .___•-- ,..s -.ij•� ____...._ . _ � ._..___ _..._ gy � w____ .. ._.._ _ _.. _.. - r ^•.: _ .I�. m - _ - - -_ T.O. SOLDIEli COURSE ' P. � a fly A213 C PAVILION s (� PLAN I: 12 LANDSCAPE 1 HSS 4 X 4 X 3/$ I T.O. SOLDIER COURSE � I ry I/2110 CONDUIT -I 1 - 1 I ALL STEEL ING 4 FRAMES TO TUB BE SHOP Y�LDE37, GRIND SMOOTH ALL JOINTS 4 SHOP PAINTED WITH TNEMIG PAINT. COLUMN � I +0 - 1 8 " ,, P.G. 1= ; _�_. ._ S NOTE: SOUTH LANDSCAPE PAVILION SIM., REFER TO LANDSCAPE DINGS. A2b • + 0 1 -D ` I , � �__ d1 5 '`' .:OV.I rr "A'AA V Wk. s7 ' c -, L a, a,_ . : A t r k; yy -.;X ' 3 ° Lyw "• nT- ' � •,t,: ,'S•r �oY3, R n A `4 .f.:: '',;:, - : _ , ' am eW- ;; - ti - ,,_7 . ,;, d. " i?' J' ¢ . : I •E , - �I r..` "' - . a , .. - '`. t. .' " 1'-.: h ".l -z- . � � u ;. .: . t' I. ryy ' ."'- wh . , :.3 ...s y3 ��i ,�a; . � ti.. �Y9 � �, ' +.-a r te' x7� - .a �:: °7 f:t•::,. ; R '=f,, c C C A2.8 �. C, TRELLIS PLAN DETAIL L 1 , LANDSCAPE PAVILION � �. SECTION A2.8 SCALE: I /4 " =1' -0" A2•8 SCALE: 1/4 =1 -0" A2.8 SCALE: 1/2"=V-0" } r I I' -a. I I r ' 1 1/2" METAL DECK • FLIPPED UPSIDE - T.O. RIDGE DOWN I I l'-4" I " W+14' -4 3/4" '.0.6• J ■�1I Iiii iiI11IIIllh1I11IIIII1III11111Illllh11IIIIIII1I111I1I1Illh1IiiIii iiiiI U TEXTURED CONC GAP �����.; AIM 8" O.G. :;2 ENERS ONLY) STANDING SEAM METAL ROOF, L 11/2 X 1 1 I I •r��- - `� • , 12 ■� -4 I 6 LJJNIN I I 0" X 2D" X 25° CONG STAINLESS STL, FASTENERS W/ NEOPRENE 0 18" O.G. ® II' -3 I /2" U._ U � U e i 1 I .0ER G ID it 11 t . T ' + F , - e � l: § 1 ` (FASTEN RAFTERS ONLY) A2.8 T RIDGE ilt I \ " I1/2 0 CONDUIT __ .. I 1 .. . B,D.Ge -- --JINN # _ T.. 5 1.371ER • .� - ` 9 , i - � _ I I � li_ H55 6 X 6 X I/4 `_ ! ! o 76/,111 .. ..� 4 , AIL C .r � I I ji 1x � ILL.-.._•,-.14 4 I 1 f F RE %A2 SA TYP. +10 I/2' I _ - -" _ I f �. �� t / , � ' ' l ��� r � _� I = _- - _ : .11 - H SS 6 X 2 -- �._..v _ - - • � �.�` � ` � f � : = , / . a � D0 +3' -1° SOLDIER TOLDIER COURSE r . ' r! . /7 J . Ily 2D X 20 X 2.5 " ! ; 1 ' \ = - 1 � _ _ ' --- ,� 1 : :- TM _ _ a .O. P.6 � W ii 11i i , ,) ; • s � a I , GAP, GROUT 5E1' (2) H55 10 X 2 X 1/4, � 'b '� � � 3'-0" BOLT TOGETHER PER " 1/2 � CONDUIT DETAIL -.r . i ; � I Q ' I I oL. I R1NGN I BRIGK•VENE�ER H S4 E4 -)E34 ---' - 4 I'-/2" 0 CONDUIT • ! I � -0 11 8 LANDSCAPE PAVILION ELEVATION - FACE OF BRIK C , SHOP GRIND SMOOTH ALL .JOINTS T SHOP PA IN TEDWI TNEMIG PAINT. - 2 3 TRELLIS COLUIV�N [�E I I I ALL STEEL TUBING 4 FRAMES TO BE SHOP YeLDED, GRIND SMOOTH ALL JOINTS 4 SHOP PAINTED WITH A'`�IL 1$ EAVE DETAIL 13 RIDGE D A2.8 SCALE: I ° -I' -0 Alb SCALE: I " =1/ -0" A26 SCALE: I /4 " =I' -0' A2,8 SCALE: 11/Zn =1 -0° I , • _ OF GONG. Gout 20" x 2O• x zs° R -'MED FOR CODE COMP' - ''t�CE P PROVE� I UL 2 ���� J + I _. CONCRETE AF ABOVE ALL STEEL TUBING TO BE SHOP WELDED, SMOOTH ALL PAINTED W/ TNEMIG 4 FRAMES GRIND JTS. 4 SHOP PAINT �--- -� - - -- -- ( V I j� SO 1/2 CONDUIT . SRJOK T►ES • A 1 " 4 1-0 (AT NORTH AND SOUTH PAVILIONS) r r �I V. 16OGViLT. A2.6 . . STANDING SEAM METAL 8001 =, PAINTED BLACK � T.0.6. f IA z w >/ �� �'! 1/ 1 n 12-0 15 G 1 u C 12-0 ®}SOON .. ` B XLD �• � � H55 6 X 2 X 3/16 ____61:51‹.1.5.__________. - w - � UJ, �iI � L �� I 6 x 6 x I/4 A LL STEEL TUBING 4 FRAMES I� TO BE SHOP LDED GRIND SMOOTH ALL JTS. 4 SHOP PAINTED I^1/ TNEMIG PAINT I n l . l u 3 -0 2 -0 3 -O EQ. EQ. EQ. E. EQ. 1 . " " 3 -O 3 -0 H 55 X 6 X TAIL, TIP. MSS 8 X 6 X 1/4, TYP. H556X2XI/4, TYP. H55I°X2X1/4, TYR 6 X 2 X I/4, EDGE OF COLUMN BELOW, TYP. HS5 6 X 6 X 1/4 COLUMN BELOW HSS6X2X1 /4 I j _ - V, r , - w `F+11' -3 1/2" .►* WELD END GAP ALL STEEL TUBE, TYR 1w f F "F T.D. SOLDIER COURSE / al %�f � �// r J . 2LO Iljr r. No min ANT �J. r /! /!/ GOLLMN SPLICE WELD JOINTS, GRIND 3 3/16 HSS 6 X X HSS 2 X 2 X 1/8 I .� RIB 25/�A TYR a Q M _ r _ r I • ALL LADES -- --- I - - - WELD JOINTS, TYP. T,D, JOINT f p I - " 1. i 20" X 20° X 25" COL 11M16 WNW'. )RICK VENEER I NES 6 X 6 x I/4 ns m GoNGUIT _ _ A2.3B _ \ I I :' 0 24 O.G. I ' �� CONCRETE y GAP GROUT SET - 1 WELD P +10' -3" t gom COLUMN SPLICE RE . - - - - • >1 23 /A2bA 1 , F 26 COURSES I :1 v 1 . p .11 4 2 d Q �`+ x v Q } - ' , L - 1 p i e 1.1 1 1 Y + -I 1/2" __ -- � N I l I " I 111 1 t_ L - I I .JI I i ' -- I I 1 111 n µ 1 _ I 2 5/4 I BOLT TYP. I 1 l , , , J .: / ' �� . JO I NT S STRUCTURAL, GRIND D JTYP. W11D A=ND GAP, ALL STEEL TUBE, TYP. I IR CURSE �a SEALANT ALL =rLIc j AA I ` C L irl I� HS5 6 X 6 X 1/4 to � - 'U ` 20" x 20" x 25° TEXTURED CONCRETE r GAP, GROUT SET 16 COURSES I�r� �� � LIGHT u- a u_ s 14 COLUMN DETAIL LIGHT FIXTURE © FIX / 1/2° 4' A2.8 SCALE: I I /2 " =I'-O" �` - � ^� . .. - r y - . _ .,. .,.., .. ' � ' I A2.8A r i; 1 , � � 2' Q Q iv �_ ............ ... ... . - 1 L : - -- I I ? I I I 1 I I 1 ,-.. - i I -- I �. An I �I I ij STD. BRICK STD. BRICK STD. BRICK W/ ADJ. TIES 0 , 16" D G. VERT. T.O. SOLDIER COURSE ELEC. CONDUIT l .5:. , STD. BRICK W/ ADJ. TIES ® I6n O.G.VERT. , TO.50LDIR COURSE ELEC. CONDUIT H SS4X4X I '- / r " I t I 1 5/8 g I 0 9 GROUT TT fJ 1 " y 7 COURSES `31, "r +V-I" ° - I/2 7 COURSES NP GROUT STD. BRICK " 8 BRICK SOLDIER ' SOLID EXPANSION JOINT " - - _ - ' _ , � s� i �. (2 `` 55 ID X 2 X LTD. BRICK $" BRICK SOLDIER SOLID e. EXPANSION I- 1 -- - -- .: ` � ' m 1 :i 1 1 „ ` - , �` i I/4 `- _. . i JOINT COURSE W/ WEEPS ii I COURSE W/ W�PS r � ° ' r -1- ' I i 1 _ - - i 1 11 - j - � � I - - - � 6 � 1 - I r BOLT IPE 5 LEE1lir5 I _ i - . EXPANSION N JOINT SOLDIER COURSE ( 51DEWALK Kt LANDSCAPING SOLDIER COURSE AI 4" rte. 4 GONG. n y � GRADE .. I.q x IA NAP. �T � - FINISH GRADE q x D 4 TAIL, TYP. A2A2.813 ALL PAVILION PLANS, SECTIONS AND DETAILS SIMILAR AT SOUTH PAVILION H 55 S X 6 X 1/4, r1'P. H55 6 X 2 X I/4, (2) HSS to X 2 X 1/4 TYP. STEEL TUBING 4 FRAMES ALL ST FRAMES TO BE SHOP Y ELDER, GRIND SMOOTH ALL JOINTS 4 SHOP PAINTED YY1TH TNEMIG PAINT. �FINISH }p -0 I ... a e • 1 " d � +0 -O _ 3•� r.•�£>� n .G• I - :1'.` .,� K *• i.- - i' - �,i i � . '�9 f * -2 -K - - •, - e % = . T', -W a - mss, . ^� F .�. r - j � • ` - - •' R".= - • � "..R. --.L.,.., " ` ^ a 1 V 3 °� T. ` " - T " '� g i tritt._r. F y 4q 5 � G MU - _ . � ' �� t ' . ° � 4° GMU x•q ..� w•�9.' .- � ' 6 ASPHALT ._...�.._.._."....,..._.,y .w tVEMENT ' EXTRUDED 'i' ° : ,.,.• SOLID ' � .° 4f �i s '• .�L , 11 : f - ASPHALT i, , d: ; T S • . PAVEMENT q., F �J EXTRUDED Y 'B° ', r •: II ° "� 1 .,. ' • • t .'ts: -,°a• _• ' - SOLID • F , "' N , BASE Q I/2 X Io° X O -I W/ 4 3/4" 0 X 12" AB. , BASER 3/4 X 12 X ." .:';° ; a 1 . n u :°� 1 I -0 W/ 4 3/4 0 I2 : : ° : 11 jt� SEE to /A2 FOR LOCATIONS �, l I Ii:; W./ fl UL1_ JUL I E l! f I[' l 1i - - 1 2Q07 f L , • . ' .: , ., •,; � CONC. CURB ; _ ._ GONG. CURB t • - . 3-0 l'-6" 3 - :1 . 3 i `= t .: :.,;,..7 1 .. , X 3-0 X W/ 3 *5 EA. WAY BOTTOM TRELLIS COLUMN SECTION ws . 4' -0" X 4'-0" X I'-6" .� - �.:+ !c. :,- .�c, Y : IV 4 #3 EA. WA 20 PAVILIONS CENTER COLUMN SECTION 13 RIDGE BEAM DETAIL REID MIDDLETON, INC. 10 NORTH LANDSCAPE PAVILION FRAMING PLAN A2.$ SCALE: I/4 A2.$ SCALE: 1 /2 "=I' -0° A2.6 SCALE: eur.lcOn A2.$ SCALE: 1/2n =1' -0 " CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE 17200 SOUTHCENTER PARKWAY TUKWILA, WA KEY PLAN REVISIONS BUILDING PERMIT SUBMITTAL : 10/10/06 BAR MINOR MODIFICATIONS : 10/25/06 TENANT REVISIONS : 11/03/06 COORDINATION / CITY COMMENTS : 11/17/06 PROGRESS SET : 12.04.06 PANEL REVEAL REVISIONS: 12/05/06 CONSTRUCTION SET: 01/12/07 PUBLIC WORKS REVIEW RESPONSES 01/22107 PUBLIC WORKS REVIEW RESPONSES /S\ 03/20/07 l OWNER REQUESTED REVISIONS 04/16/07 PUBLIC WORKS REVIEW RESPONSES 05/16/07 CITY REVIEW RESPONSES 06/22/07 REGISTRATION FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 IQRIQAND, WA 98033 P :425.827.2100 F:425.828.6899 DRAWN BY: ADM DATE: 04/02/07 PROJECT NO.: A03 -446 PRINT DATE: 05/16107 1524 DRAWING NAME: A03 -446 A2.8.dwg SITE DETAILS - PEDESTRIAN FEATURES SHEET SITE A2.8 Emattilassegamstamm Copyright 2007 Freiheit & Ho Architects, Inc., P.S. STANDING SEEM a -IO / / / 10" 8' -2" 10° 1 I'-0 I/2 �� c• 'r' -'N '-0 I /2" - 1 ,o { - !b ... N isrll On I - w I -.-. - .._..3 r __ - t 14,, t " i ! © H55 5 X 5 X 1/4 I TYP. EDGE OF COLUMN BELOW - 6X3X1 /4 e TYP. RING BELOW TYP'. HSS 6 X 3 X I/4 1'`(P. L EDGE OF CONCRETE GAP BELOW, TYP. II2X22 1 1� TYP. DECK, ALL SIDES METAL ROOF I 1/2 X 22 6A. i NC 9 5 & I �.. 9 �\ STANDING SEAM METAL ROOF - 1 B' DECK H55 6 X 3 X 1/4, i .. � f ..., ...•- ..... _ _ _ ! \ w __ \ . / i 's f!? E ; N 7 f f t / p ,..-, .. ., ` i i i 1 & ' " t e > r € { : . 1 / 'I t iE s i y r F! I' ` , y \ \ \ \ (' ! / f a :; , , : 3 , / I I I!? F. / I l j i f: i 1 i 9 1 1 1 t i 5 fsi,,, E'!I t i a!a P S E I} f i E ? + i i i ; : i r t € t 1 E ■ I - i i f r $; i;f ! 1 � s 3 i • s ?, ; ( i i ? ii \ 3 ; I , j t 1 t= a ` f i i , ! i ;'DIREGIOtV t i 1 f s L a S / . • ! ' I. E r ; i I i : i E: " i!li i I s? t , s f . = I GK'ING, I s - f i / � i• / / / / / / / / i : f F ; 7 I I S s i i t I F E; F i l\ s; i , . l .. {E i' SI yi il I ?s f S i i 1! t\ :: s € I i ; ; F : i 7 i a ■} . I f t : a .: 1! I i 1 f! t ! i ice•. - .. __.. 4! ° AL !f ii. 0; s i s! TYP.! i ; ` 1 ' 1 P s : I , ' \ � �.� r I € c i “ j I \ f ! i i I 1 € r N ! i i .�}.. ..._ ..., t 1 --1 t r F �' I rl . !I 1: a ¢ 11:'`...„,.................. - d r .` w 4 _ TYP. 4 � HSS6X3X1 /4 ' \ N T.O. BEAM . • — '"F t14 I /2 '-0 T.O RING BEAM -- r-- i J ---•-•- HIP HS9 3X3XI /4 Q \ - ' - - ' d W/ RI /4° • s ,. " /� t ee fi., F,{ ri ft1 , ;( \ y W 4,' a I ( " `� - • �, � 7 i E , 1 1 a 4 `ti+,�''� IE r { i t F /,f\ 6 Js. • R3 ; 9 1 . t' ` -f : / � ( ' 's. i1 \ } s � hr ,/ , 1 - ''' ' \; N' , l y.+ ; � _ ` 1� \� i?�5> 1 '� ; } Y. ;. -. 7.. - . s _.: R. .. i . i An j I .__ _ BRICK V m > �_ w.j �.� -- - - -._- -- 3/8" CAP R I i I I I HSS 6 X 3 X 1/4 RING BEAM SEALANT DECORATIVE GRILLE _�._ _..r._._ \.jf'7 4 14 �- I r- c. �,,w - -W_ 4 :: .T .. - . -....-,_ W �.__ . 4,T.0. SOLDIER COURSE \ . . _ ;.I < ; — , ..w �... - - _ 2ES . +12' -O" m m,; ST BR W/ TIES ® 16u 0.C. VERT. T.O. SOLDIER CURSE = 4 4 ....-// i I i I i i i i 0 20 X 20 X 25° TEXTURED CONCRETE / ; T GAP, GROUT SET LIGHTING FIXTURE � ; �O Y_,;r::- - _..... _ -_ ___4� . rill o .w. - ._.._.... ... ...,..,. ...,.., _ -.. _.. _.__ _.._ . TM .,..,. GRAD '' I I t7Sx4x3 /8, TYP. SP ICE COLUMN L 25/A2.8A RE: 2 / it .�..._.__.._. ` �� I , t _ , .,ti a ......�_ -, . W . �� _ _ _. _.._ _.• _ ... . _... �. A `, -._..— E k I BRICK VENEER ACCENT, TYP. ? q 7 ; 5 M .. .. _. .. _ ..._. _ ..... .__.. s - ...- . T - ....�. , _ t F1 I e 0' i? . ; i; k! i 1 ; 3 - e:;4_4 f 17 i y{ i i y I i E. o i t� k of t e_ p I } ® l i t Ig i ! 1 i 'v 3 ,' 1 9! 4 - ! 3 t e j F i � ! i i i F: t � !! i e • i € 5 e s 3 t i i ° i k- t 1 : it \ E p _ - 1 \ \ z/I o -!1 1 t = !: i— • ii 1 .f I S P I i ( 1 @ ; d i+ 1. 7 ) - 1 ! j ! 1 t t 3 L ?" 1 1 } 7 1 t 1 S 3 E .F.r...wY -w --. 1 �t t 1 = t I E E . [ , } . { �: S Z:..,:., .L .h - 1 v \ 1 PE DESTRIAN +•• >: yy '' ' I• f :,:. 7.9y ia' - ,YY•�'Sf � � . ;5.' °L O 1 5" I I I I I I !i 15 X 4 X 3 TYP. „ ey - nro5+ � � �• , r � .. 3'_l `n .C. • _ •� `� hw 4- : �s , x ♦ '$ -,_ f�+S: . ,. � ..,�. � 31 V _ �i. ` -,�; •: • f =if � 4 �€ r 7 C L t $ te � • Y � + ?S i WALK -THRU SECTION 3 i r` o 11 a i ; i _ 1 F 1 . 11,1.. 1 1,�...: 1� � •:. TAPPING SCREWS \ PEDESTRIAN WALK -THRU FRAMING PLAN , f r , DECORATIVE GRILLE BEYOND i i, i � I I ,I `,' i / p //1 I I I f f ✓d i ` . f R 15 X 4 X 3 /5, TYP. 5 X 5 X 1/4 H.5.5. • H , LIGHT A2.5A SCALE: 3/4 tl I -0 tl IL O° A2.SA SCAL 3/8 " - ILO" I .. — FIXTURE ELEC. STANDING SEAM METAL ROOF �! _'� ■I. • T.O. RIDGE 4 1 /2 =� a' -1x i i i I I � ,//.. � -1 -1p � `�' I/2" I'-4° 6'-5° I'-4° < i�' I CONDUIT / H55 5 X 5 � . _ ..._...,_ ..._..- .. _._ .. _ _ _._ __.- _. �.� _w. f I � • X I/4 COLUMN _ � \ R75 X 4 X 3 /8, TYP. 11/2 X 2 STEEL. TUBE FRAME, TYP. ALL SIDES 12 R ® b- _.. ° I • 1 I I I I I I i i j I i I ' fr 9 ,.r/ r % j 1,e ® s i w�f �. I i ' - +15 -gf 3/4 Illimiti......., � � r / ®. A2.8A Aik ■. 0307 / I //J I/ �ll/ /Jf /1. '�� +3'-I 1/2 " J ?SE5 A,Z. !.* �' R .: \\ � S• 1i• f %; •,,, . //' - . / /i /fi./ E , I 1 ■ 1 '� �. �l ; - - '- ``.� / `� , '' f ; �' M \ / / •,.. \ 4 � . �� I i P © A2.8A A RICK b° BRIT DIER f f /,% GROW ' . , T.D. SOLD Q J I ,, COURSE 'S 4 VAPOR BARRIER LANDSCAPING ./. l B RICK V ENEER I % - / SOLID EXPANSION i „iv. . . J I E ` y � _. . T.D SCOURSE ni-sb fign9 uf' ; i 1 $ i f t r' N a ti i / ` , r + / f ' ^ °' '. j ■ / �� y q` \ ` \ , � : \ : ( 4 \ � � A ! $ 1 SA ® APPR� 1 U�- 2 , LINE OF ROOF ABOVE Of 110 CM 11 N DEGOR4TIVE GRILLE ! WORK E 3 1/4° SELF-TAPPING SC RIDIS 4° BRICK V 1 ♦+ !CORAT _ ._....r +0Le, FINISH GRADE I i a. 4 1 f .„,,„ '' j --- DEWAL P•1/ I.�i x 1.4 W W F. P.G. - - M� =r I � �� ._. �_ ... .... -�. .._. _ _ . ..w ..._ ..... ........... _ _ • _, i ".; �,: ". I 13 .6 r �i • LIGHTING FIXTURE _. _�.,.... ,. � ... _. _........ _ .... _� .' ._.... -.._,. ._... _ .., ._- O. ir . ..,__.. I /. / A .�. .1..- ... -. �v -�_ � ... • `-!F_ .mow• _ _. c _ _ - _,.. �.: _ '" •4 I F Fr t ' :,- .., . 7 ... E . i I 74 , _ . t . 4 4 GMU .. 7 F-- z ,„ �� - ; „ ^ � 1 E ACT..'. S/� � jr_ T' T ,_� S ri�ii rrwisiwi..rrr w Jt-- , 1- - �ij.� _ P.!'n� .• .� �. 50 SOLID ASPHALT ,sp-•. 7.�a_ u 'l: ;� .._ z ' .. F' mot'.. n ,...4 ^? 1 �� .: - � • _ E w ° . • L ; Iti ., I r ; 1 , .,: -... } kT� . ' w ^ r b _ BASE t aia x u x o' -n° Ell I"'i' BRICK VENEER ACCENT, TYP. 1 � � r I• i ' i i �/ j 11 i jf /- I % EXTRUDED GONG. CURB } p : f t " u 0 X 12 a AB. W/ 4 3/4 % roll � ■ � i i ,- f _ �,, � • a' :..s : ` t ' .. _ h a s M.. , r b.:.' 4'1 L' • I .�: ^l. ' - . '-.'I , t e .._ / ' , ` . - -' t , 3 ` _w 1•. S "w a�r.. {.. 1 . F •.n; ..-f �•S ..7i:° rt ,. ; : :ti : : � +�;; - .. .y �...?:� . _ i. ¢k ` 1.a,.�_ ,! ' &p I n I u 1 u FIG - 3-O X 3-0 X II-6u , 17 FINISH f . TIM i ,1 I _ - _...� __.._ 14 PEDESTRIAN 14 . l e u 6L5' 1.. I ' -4 " 0' -0" sr _ .. _._._.. . _._ -. __ ___ .___. _._..._ ! 1 " � � _. _ wYa % ?� 1 t ,_ .� : ..: W/ 3 #5 EA WAY PI • ! �_ . __ S WALK -THRU f ELEVATION ._..__.. \ \ >,T n _ — -THRU T �� _. ♦ + Sam ....i A /6 f ) S im"' PLAN (TYP. OF 2 2) w► + *♦ [1 "l II E \V\! 1 ALL STEEL TUBING 4 FRAMES TO BE SHOP 1 ELD D, rRIND SMOOTH ALL JOINTS 4 SHOP PAINTED WITH TNEMIG PAINT. JUL 1.) 2007 D 24 COLUMN SECTION @ PEDESTRIAN WALK THR REID MIDDLETON, INC. q WALK A2.8A SCE: 11'=1.-01' A2.SA SCALE: 3/4 tl - - II-0u A2.8A SCALE: 3 /b° ., II -0n � �,r l �• ` 12 4 1� �y r I ~�Ij � 1 , � � t 1/4 X 2 1 n X O -3 I Y I/2" SO EA. SIDE � ��� HSS 6 X 2 1'-8" 20° X 20" X 2.511 CONRTE BRICK T " I6 O.G., 61 - 511 OF GO NLURD HES 8 X 6 H5a 6 0 , ► 1 I t 7 i " it s, i GAP = • s I /� , I/4° END 1 1/2 x 2 5TEE1. TUBE FRAM nol - I -. pY !I f O 0 111 — 1 s ; rfl���frl� I 1/4 R1/2X63/4X y 0 3/4" I/4 1/4 m ` r � I r s 6X3X36 1 I s 1/4 RI /2X43/4X 0 /411 H55 4 X 4 X 3/8 I I 7P;(°:( 4 1\'' . 6 ( C ) 4 N A • ./ ;.0.7 I e' L rr III w COLUMN PER 5T1� ►l., TYP. �r`� r /!i!J!�!I.....!I: % % 1 0 r E r Al % / l / 3 /16 H558X6XI /4 F Fr Q 3/16 H55aX6Xl /4 � r,. ' � s 1/4 ! � s X 6 X I / 4 1/4 COL. FURRING GONST. R 5 VENEER la FACE OF BRICK COLUMN PLAN DETAIL 4I /2 °>�CONDUIT LANDSCAPE PAVILION TRELLIS COLUMN SPLICE DETAILS DECORATIVE GRILLE DETAIL rrgmlrvrzirrearearzil��i 20 RAFTER TO BEAM ELEVATION / M.11 RAFTER TO BEAM SECTION A2.8A SCALE: II /2 ": 1 A2.8A SCALE: 3 -1 A2.8A SGALE: 3 =1' -0 A2.8A SCALE: 11/2 =1 -0 A2.8A SCALE: 11/2° =1' -0" CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE SITE 17200 SOUTHCENTER PARKWAY TUKWILA, WA KEY PLAN REVISIONS BUILDING PERMIT SUBMITTAL : 10/10/06 BAR MINOR MODIFICATIONS : 10/25/06 TENANT REVISIONS : 11/03/06 COORDINATION / CITY COMMENTS : 11/17/06 PROGRESS SET : 12.04.06 PANEL REVEAL REVISIONS: 12/05/06 CONSTRUCTION SET: 01/12/07 PUBLIC WORKS REVIEW RESPONSES 01/22/07 PUBLIC WORKS REVIEW RESPONSES / \ 03/20/07 OWNER REQUESTED REVISIONS 04/16/07 PUBLIC WORKS REVIEW RESPONSES 05/16/07 CITY REVIEW RESPONSES 06/22/07 REGISTRATION FREIHEIT & HO ARCHITECTS INC., P.S 10230 NE POINTS DRIVE SUITE 300 KIRKLAND, WA 98033 P:425.827.2100 F:425.828.6899 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: SITE DETAILS Q uirt ADM 10/06/06 A03 -446 05/16/07 1439 A03 -446 A2.8Adwg 2.8A Copyright 2007 Freiheit & Ho Architects, Inc., P.S. WALE: 3" = 1 3/S" END Q H5510X2X1/4 HIP HSS10X2X1 /4 HIP HS5 6 X 2 LANDSCAPE PAVILION PLAN DETAIL - RIDGE / HIP 4 D1-11,3' H5510X2X1/4 H5510X2X1/4 PLAN DETAIL @ CORNER SCALE: 1 I/2 " =1' -0" PLAN DETAIL @ SCALE: 1 1/2 "= I I -0" CODE. COMPLIANCE. APPR O.. 2, 0 X001 5/5" 2W/5X5TABS FOR BOLTS EA. SIDE 2 3/4" 4) BOLTS . 3/8 PERIMETER BEAM s NOT USED N.5. ft r l JUL 1 2007 L REID MIDDLETON, INC. CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE 17200 SOUTHCENTER PARKWAY TUKWILA, WA KEY PLAN REVISIONS CONSTRUCTION SET: 01/12/07 SITE BUILDING PERMIT SUBMITTAL : 10/10/06 BAR MINOR MODIFICATIONS : 10/25/06 TENANT REVISIONS :11 /03 /06 COORDINATION I CITY COMMENTS : 11/17/06 PROGRESS SET : 12.04.06 PANEL REVEAL REVISIONS: 12/05/06 PUBLIC WORKS REVIEW RESPONSES 01/22/07 OWNER REQUESTED REVISIONS 04/16/07 PUBLIC WORKS REVIEW RESPONSES 05/16/07 CITY REVIEW RESPONSES 06/22/07 REGISTRATION DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: ADM 10/06/06 A03 -446 05/17/07 0720 A03- 446_A2.8B.dwg PUBLIC WORKS REVIEW RESPONSES A 03/20/07 FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRI3AND, WA 98033 P:425.827.2100 P:425.828.6899 SITE DETAILS rl-IpwT 2.8B mismicemanamsamem Copyright 2007 Freiheit & Ho Architects, Inc., P.S. CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE SITE 17200 SOUTHCENTER PARKWAY TUKWILA, WA KEY PLAN REVISIONS BUILDING PERMIT SUBMITTAL : 10/10/06 BAR MINOR MODIFICATIONS : 10/25106 TENANT REVISIONS : 11/03/06 COORDINATION / CITY COMMENTS : 11/17/06 PROGRESS SET : 12.04.06 PANEL REVEAL REVISIONS: 12/05/06 CONSTRUCTION SET: 01/12/07 PUBLIC WORKS REVIEW RESPONSES 01/22/07 PUBLIC WORKS REVIEW RESPONSES /8\ 03/20/07 ` OWNER REQUESTED REVISIONS 04/16/07 PUBLIC WORKS REVIEW RESPONSES 05/16/07 REGISTRATION DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: JZ 09/01/06 A03 -446 05/16/07 1424 A03- 446_A2.9.dwg FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 K RK AND, WA 98033 P:425.827.2100 F:425.828.6899 SITE DETAILS - SCREEN WALLS & TRASH ENCLOSURES ilimummEm SHEET A2.9 essolona Copyright 2007 Freiheit 8 Ho Architects, Inc., P.S. / - --- 4 .3 3: . q - • -_ -- . . TRUCK PATH `' • .,, - 1 I < - - - ,� -- ' • •. / ` ALES i =ORGAN Bot 1 p ID-O PEAKED CONCRETE WALL GAP PLASTER SKIM GOAT 13 6" PIPE GUARD 4) PAINT 2 GOATS TRAFFIe ,� YI =LLOYY TRUCK 640 GA€NTEDOF GATE P W/ ) NGRETE AP P. W' _ ._ =_- --- - = - -- �. • 7_-- 1 _ � i �l ` I a I3' -O OPENING _ . \�� \x.1 4; ..4..i • • - . •� ‹ • , I� i �l ` \ \ \ \\ \NI i I \ \ \ \. - 2 BRICK VENEER TYP.® ERICK VENEER - ACC p 8"X12'X16 SPLIT PAGE C.M I � ; !. ` • • ' • • -1 ..4 i�l* o ��► `� / /// wry,, N I /� cv .. / 1111 U L / / / • <. _ ‹' / # II I 4 - � I RECYCLE BIN I I - I RECYCLE BIN --- I I RECYCLE BIN I I = =-1- �.�■•�= �. 4' f < • , d 4 ' ' 4 • . <• 4 ' GOMPAC..OR EQUIP. 4.1 ^ IO HP MOTOR 3 4) 60 • <4 A DISCONNECT / / ‹• < ' • < I • " A . . . • 4 . • , /C < ' j v _ . .w. .._ A2.6 / / / / I RECYCLE SIN I • - -__ _� - __.. I .0 / . 0 1 .�...a�......�._..P......� - �..,�..^._.�......... �...�...^M..., ..b.A....,_..- - ....�_ . o � .� oa 04 SCREEN WALL 2 -0 11 2 -0 - ///� / / ' • /.. O 4 G REASE 4 . • <t. A A2.q 3 a / . .6 -----::.-- 4 4 :TO - 0 0 _ d . 1 . 15'-4" -.. - SIDE ELEVATION . . 4 • l N I s r A � } �!///// 1//// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / I////./4'I / / / / / / / / / / / / / / / / // \� \ \ \\ \N.1 I , NI 12' -0" I Ita \ \\ \\\ 2' -0° I 24 - IO " t 2' -0" I 25'-O" 2q' -IO" 2'-O° q2 -$ 05 l 02 A 01 BUILDING N & A2. S SCREEN WALL / TRASH ENCLOSURE PLAN A2.q SCALE: I /4"y I -0" A2.4 SCALE: I /4°_ 11 -0" T.D. COLUMN PEAKED CONCRETE MU.. GAP, TYP. 05 -.-_ T.O. COLUMN A +q'-q I/2" DECORATIVE ` GRILLE.TYP. -- A2. :ED CONCRETE WALL CAP, TYP. 8'X8 °XI6 SMOOTH FACE G.M.U. T.O. WALL 1 +6 -3 I/2 BRICK VE1�l�R TYP. SKIM COAT PLASTER 8'X12 "XI6 SPLIT FACE G.M.U. Qiiii T.O. CMU 1 uI_ w '' _ ��� 04 SPLIT i'AGED GMU TYP. A2.10 DECORATIVE GRILLE.TYP.� 6 J l � DECORATIVE GRILL>r.TYP.� b J v .d., m�. =s u�, - 0. � I - , ��a°�- a - s-���° -° . - .., x . , SKIM COAT PLASTER ,..'-"''''''''27::-..-., 'I i ITT;" j ` �y 111; , CONCRETE GAP ' BRICK VENEER. rep. p2 BRICK VENEER ACCENT. TYP. " a 8 XI2 XI6 SPLIT PAGE C.M. U. l 11111111 - - „ '*� � 11111111 \ ` %, ` ��� +1'-Q 1/2" ► .. -'•a �•1 � •t• � . � 1 ri 1 I � � : ••i z 1�! t' f � � .. 1, MAIM 1 � J 1 �. J 1 ,� J AI 1.I r I r • 1 ! • � �l ��`!� .► � 1 L� ,1 r r _ � �I 7 � �f' � .. 1.L� J WI l I � 11.E Y �•�! - •� � #' f ., �� � 11,1 � ��! a �'t' � t► � J ._. _ rvT -�= _.,_•...._ ,���� .._ � °�:! � � t � ►► � 1 ,I � 11 .L� r �. !•1 � f• � ., •I ► � l ♦ ♦ •� r •r _ v _ r• a � } � .► � +. � J r r• '•a � t ,� .► '� f- \ !! /:��I n • � � } � .► :� f' L f ��l r ' � t 1� ., t 1� /:��J ♦ r - -• •a '� f �` .. t OVA r '•� � t 1e` .♦ � r NA T.o. GRILLE 'gin:: _� -• :,:�,7�: �. �'L. 7.M"'° � _ d -_ �..K VI 1 L� J _ ► �! � ' � t•� ., 1 IA J � _ ��! i � •�'!•a t' 1 � '! �t' I` ., .♦ f * l.� J 1 /. I ,•. � � � � t f .. � a 1 /.� J ni d.. r � t . f .► � �. I ,I � J 1 I � 1 .•� r • � � f � .► � t. ►�I:��•J �_ .W........... .•. .�,lw ......- ..- ..•_�••,...�= ..,'�'C' �= ��yy �}J ` 1111 I �I .I l I i ' M )1 ' 1 I i=:::::_ I _ I _� e I ' �- I _ • i _ _ m .- .r rvn +8' -61/2' T.O. WALL ...; _� _..�._ � . _...m .... �� , _ '_= _ +6'3 1/2 - 8 °X12 "XI6 SPLIT FAGS G.Ml T.O. Gt�J . . _ - - w _ _ . _. _ ..._ . u. - _ Y �.. _. ____ w e a �wa.Fri_ - .....W _ rc - rb ,... �F� „•_. r_�.- . --- ••••••..,•J- ,i s.ra -eii•o F smaraaamr � s E, 3 -. » L 5 } + I I ._4 ._..__._ _..._ v _.._ -___ __. ..._.._... _..._.. __...... ,., _..__... ._. ... ...... ,._. _ .w..._ _..... ...._.. _.....,..... a.. +2' -0" FINISH GRADE +2'-0° d FINISH GRADE _ ' -_ _ . -_ w,.. .._... _._. .._.._. _..._.__. .... BUILDING N & 2' -0p 2q1 -lo" 2'-0" 25' -/911 i.7 -V , 2 - 0 II 2 '-I ® .C-1 I " ' L -V +0 1 - 7 . �- z a _ .s •4 �3 • .� i • - S . .a A .. • ` � .el. W +o' -0' I - (2) #5 GOVT .).'' ` ` . ' m'. " ,. s �•� � . :s:: .. .. :4 _ ° - v•!� J f ��^ ®� , q ��Ce a r q . �. . 05 SCREEN WALL _ f_,¢'" 'i r 6.°f"a fa : } LJ l I mil ° S SCREEN WALL TRASH ENCLOSURE ELEVATION coo ®�® v �Vi 0-- 2 0 1pp1 o \c ` SECTION A2.q SCALE: 3/8 "=1' -0" A 2 q SCALE: I/4 1 01' -0° 01 2' -0" 6' -0" 2' -0" 2'-O" . I3' -0" Q+ D IB'-O" . f 2'-O° & GALV. METAL DECK W TUBE A2.IO 51M. rnrkwr -: - r �r�� T.O. COLUMN -� _ �. - STEEL FRAME AND BRACE • I II •s l 1. i `4 S �1 � 3 S CONCRETE GAP. -, . _.. E au PAKI=D GONGRE� W ALL G AP TYP. w r E . _.: ' l - • ���a•r� �y„ • � # a �` b ,�s�+. - II' � 1 " �'-"� ''� != J � ,, � \ r . � a _ �i ]4,1. _•�' I� �` I _ P�.{f .,.. �?'1 -�-- 1111111 / T.O. WALL I _ � -^ � \ \ / f �� I �'�� \ \ f � �� / \ // e --- 7 i �� I �� 6 GALV. STEEL GATE POST GONG. FILLED, M -I - - -- - MIII :te 1I Iii I I ' ��'' 1i lilt; I I 1 1.11 1111 +6'-3 I/2 ° X8 " XI6 °° : .� -,_._. . . ... > ,.. _ -. , �,., ,� .., E _ _.., w _ _ -... __.,_ ... _ T . _� ._ w _ _...._ _......,.._ .w.__..w . ___ . �;- = 1 n +6 '0 t s • , � : : : � ' . : ' d ° •Y / TYP. (PAINTED ) .�._.._ I 4 I _ I 8 SMOOTH FAGS G.M U. BRICK VENEER. TYP. COAT PLASTER -• _ - .. , e ^ _ _ BRICK VEER ACCENT. TYP. VENEER - -- �J ; - SKIM "XI2'XI6 I I I I i ` l IT -PAGED GMU 1'YP. IS 8 SPLIT FACE C.M.U. T.O. a "X12 "XI6 GMU F INISH GRADE � _ti. _W.__. ._._.. ��"". �._ ._� _M -� �._..W � .. .. __. I �� I< L _ �, �._._ _..�,w.�_._ �� _ ..� M....,_ » . _... �..._ �... _ ._._ . _..�_ _.......T_ _„ �_.,._� x �_ . ��...� _ _.__ ... w,._ _.w,.. � �J' . �` 'I � ! 1 " FINISH GRADE et F 1 l 1 A2.6 5 ? EC E IVEO CITY OF TUKWILA MAY 212007 PE-PACCENTER 03 BUILDING S &N SCREEN WALL / TRASH ENCLOSURE ELEVATION • � +0' -0" ‘ SIS CONT. • • " v a ♦ W ' • a • - ' a Vp d T ' m 06 SCREEN WALL ti V 3' "" / SECTION A2.1 SCALE: I /4 " -1' -0" A2.q SCALE: 3 /8' =I'-O° CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE SITE 17200 SOUTHCENTER PARKWAY TUKWILA, WA KEY PLAN REVISIONS BUILDING PERMIT SUBMITTAL : 10/10/06 BAR MINOR MODIFICATIONS : 10/25106 TENANT REVISIONS : 11/03/06 COORDINATION / CITY COMMENTS : 11/17/06 PROGRESS SET : 12.04.06 PANEL REVEAL REVISIONS: 12/05/06 CONSTRUCTION SET: 01/12/07 PUBLIC WORKS REVIEW RESPONSES 01/22/07 PUBLIC WORKS REVIEW RESPONSES /8\ 03/20/07 ` OWNER REQUESTED REVISIONS 04/16/07 PUBLIC WORKS REVIEW RESPONSES 05/16/07 REGISTRATION DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: JZ 09/01/06 A03 -446 05/16/07 1424 A03- 446_A2.9.dwg FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 K RK AND, WA 98033 P:425.827.2100 F:425.828.6899 SITE DETAILS - SCREEN WALLS & TRASH ENCLOSURES ilimummEm SHEET A2.9 essolona Copyright 2007 Freiheit 8 Ho Architects, Inc., P.S. ± iii'' CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE KEY PLAN REVISIONS CONSTRUCTION SET: 01/12/07 SITE 17200 SOUTHCENTER PARKWAY TUKWILA, WA BUILDING PERMIT SUBMITTAL : 10/10/06 BAR MINOR MODIFICATIONS : 10/25/06 TENANT REVISIONS : 11/03/06 COORDINATION / CITY COMMENTS : 11/17/06 PROGRESS SET : 12.04.06 PANEL REVEAL REVISIONS: 12/05/06 PUBLIC WORKS REVIEW RESPONSES / \ 01/22/07 / /// PUBLIC WORKS REVIEW RESPONSES A 03/20/07 OWNER REQUESTED REVISIONS 04/16/07 PUBLIC WORKS REVIEW RESPONSES 05/16/07 REGISTRATION n FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKLAND, WA 98033 P:425.827.2100 F:425.828.6899 DRAWN BY: JZ/MW DATE: 09/01/06 PROJECT NO.: A03 -446 PRINT DATE: 05/16/07 1424 DRAWING NAME: A03 -446 A2.9.dwg SITE DETAILS - SCREEN WALLS & TRASH ENCLOSURES SHEET A2.10 wilussmaimemstamtia Copyright 2007 Freiheit & Ho Architects, Inc, P.S. 1 01 _ ._ _ - TRENCH DRAIN 40 4' -0" 10' -0" 10-0" t NORDSTROM'S RACK LOADING DOCK IS ^ _ 20 16 - _ = A2.10 A2.IO A2.IO 12" HT. CONCRETE CURB, E SEE FLOOR PLAN. Ar RAILISGPS I AO Y rn ///// / / / / / / / // / /t/► // r AFAIFM / / / / ////..1 / / / / / /// A :., ..Z,S1P... GGGG.=.Z 110=r GGrs.I/G�GGGtS.EGG..G� ./ / /AV /II //// / / / / / /// 0 1 // / / / // ..Z.XX ' Ng I \�1L� \. ' N I. NI Ik '' � .NI l& .��.�ti�� 2'-O" as 14'-6" 2-0" 24' -0' 2-0 2-0" 14'4° I I I I I I I I 2' -0 14 2' -0" 14' -6" Q4' -0' 13 BUILDING E NORDSTROM'S /2.10 T.O. COLUMN CURB, SEE SITE PLAN. � �� ±_� + -‘1 I/2" �'�M RACK S CREEN WALL PLAN . .. u 11 F • DECORATIVE GRILLE.TYP. ELDORADO 12 "X20" TEXTURED PEAKED WALL GAP - BUCKSKIN COLOR Mr •2 I _ 1 `II■ - . III -:I III i �'� NI - � Mill I! MI SKIM COAT PLASTER A2.10 SCALE I /4 " =1' -0" ��, <---- BLDG BEYOND PEAKED CONCRETE WALL GAP, TYP. T.O. COLUMN d i o 6"X6"):16 SMOOTH FAGS G.M U. CMU TYP. BEYOND ! 0 PLASTER 04 BRICK VENEER. TYP. BEYOND ® PILASTER 11 " $ XI2 XI6 SPLIT FACE G.M.U. T.O. CA) +2' -0" Y A2.IO • DECORATIVE GRILLE.TYP. [J -O TYP A210 1 SPLIT -FACED CA), TYP. SKIM PLASTER A2JO A2.10 A2.10 GOAT ~ T.O. 6RILLE " �� �~ -` - FINISH GRADE k CONCRETE CAP VENEER / / / Y TA. WALL - +0-0 ..........k.. µ� � _. FAT 1/.�I r �I 1 ` �f�� �f 1► A I.1/ rra ? 4� �T � li/:1 I J �Iji " �t + f f f�1 �f� t► 1 ►li�� � f -� 1!d ►:�J ► �Ii11 ��t �f o +4 r �I 1� f�f �f -� Ifi1�t•/ ��� Ii� �, f�f � T� Lt/:��•/ iq l) r VF t�f�1 �!�f Lit /A • T V9 '1 NA _= ...._m. --- _ \ i - -O ", TYP. R26' ` . .: I� _ce ✓ r ` % ri W _ • w � w� � _ �� +6'-3 I/2" T.O. CMU ° q fi ° � J = �_ _ PJ "XI2 "XI BRICK TYP. 2 BRICK VENEER ACCENT. TYP. p _ . _ _ _ - 4 - - Cr - SPLIT FAGS G.M U. : r o `_ IQ ter. . �..m kElla I ! 1 I 1111111 ! 1 ! , ( Sir ! • , 4 7 FINISH GRADE 0) 3-0 " 14 BUILDING E NORDSTROM'S 2 Q L I \ \ 2'-0" - - 2 - 241-0" 2' -0" 2-0" -- - I4' -6" �- 2'-O" 14'-6" d1 -0° - -0 " L - - - - BUILDING E NORDSTROM'S RACK 1$ SCREEN WALL SECTION 14'-6° 94'-0" RACK SCREEN WALL ELEVATION D-1....1z95-00-00/ , A2.10 SCALE: 3 /6' =I -0" A2.I0 SCALE: I /4° =ILO° T.O. COLUMN CONDUIT FOR LIGHTING i/2' X 1/2" STEEL CHANNEL POSTS coop APP RGVED .11 2 0 2 O1 cm � � T uk�u ii a B IL IN ©SION . i 1/2" X 1/2" STEEL CHANNEL 5/16° DECORATIVE SCREEN SET IN 1/2" X I/2" STEEL CHANNEL CHANNELS EPDXY GROUT I DECORATIVE GRILLE / \ 08 P � r r ec:651 _____ L X �� �` --�• �r�7�J//�I�� I $" ,'s ,'s ,, �' • • � � • ` i CMU VENEER, TYP. BRICK VENEER. TYP. CONCRETE CAP ABOVE I ° I/2 AIR GAP GMU A2.10 6 4 , BYOND PILASTER GOAT PLASTER II BEYOND ® PILASTER 6.7 ;::; .,...;.., r ; � .. � �. - I � @ ..� ' ; �,° 111:11 - r� ! SKIM PLASTER GOAT g of SKIM GOAT PLASTER X11 " BLOCK r �/ / � • • - • .' I6 CMU VENEER NIF.-.\>,j'‘::. M �f � : � � - �� \I II BRICK r E a ill 1E 2 1_/111 WALL 7 f f ® ® •' . .. • • .. .• . • / /7 ) :;'2?:/ / / 7 /7:///// / ! 1 ` GRILLE GRILLE WORK BY OTHERS _. DETAIL @ SCREEN WALL :I.: �: .. ' / 15 PILASTER DETAIL @ SCREEN CHAMFER \ , _ I I FIN. 6R. I I ill ° I i I 5 REBAR % ' r .. (2) - # / �J . + � CO ®24 O.G,r m i"-I -� �_� , _I T.O. COLUMN ia. `' `ti ,...\ `% \ HOR1 Z. \ ,� ; 1 o � GRILLE DETAIL @ SCREEN WALL To ,,, ,- °: IN / +6' -3 1/2° $ A2.10 SCALE: 1 °::11 -0" A2.10 SCALE: 1u =11 -0" A2.10 ' ALE: a 4: ' '� r . � f p �''- _ ) - 7 \ •--- yq� ` - - I I 01.. ai i 1 M ! I 11 :,� I ■ I,1 ELDORADO I2 "X2o' TEXTURED PEAKED WALL CAP - BUCKSKIN COLOR "XI6 F ° ' 26 x 26 GONGRETI= GAP ABOVE 21 -I11 5/16" M > FEAVY i_ - 4 \ T.O. COLUMN SKIM COAT PLASTER ELDORADO 26 °X26 '� TEXTURED COLUMN GAP - T ` tq' 4 I/2" 'V - , I -1 W'-0" - M 1 8°X$ SMOOTH FAG)+ G.M.U. BUCKSKIN COLOR - T.O. COLUMN V N< / LAP MIN. 18 `� CMU TYP. BEYOND ® PILASTER I I. BRICK VENEER. TYP. BEYOND PILASTER SKIM COAT PLASTER 1 • SIM. A2.10 % 1 BLOCK ' / j : t�; BRICK SOLDIER COURSE_ �.. T.O. CMU �] -DUTY CONC. TRUCK W ELL S LAB T 4 : ' v d • d 4 • 4 ' d .. " `, d . v t • .� W � , `ti - ." w " \- 11 al I s +2 Y $ " XI2 ° XI6 SPLIT FAGS C.M.U. FINISH GRADE GN U j G{ D i;' ir. F /J if RICK VENEER BRICK TIES ® 16 O.G. �� I BRICK SOLDIER COURSE T.O. CMU 4 u 1 ° I -4 4 ° SKIM GOAT PLASTER i " / I 4 CMU VENEER /.;t�.af 1 1 5/16' DECORATIVE : 8" GR) BLDG Mill; FIN. GR. EXP. Jr. MATERIAL J , L • . ` 4" CMU ', 11 8 CMU BLOCK ! 8" M!i ��� I I I•4• I I II r r " ! ! Q I ..w. ionc SKIM GOAT � I -�s'� % / I A2.10 {fill__ 16" : 1 1 :;.1 :. i SCREEN 5>=T IN i GROUT ! �CHANNELXY / I SEE CIVIL FOR :. v _ 4‹ e 4 . - i�AR A2.10 51M. ; ��, •� �' ,. ,�;�� ��1 I`I/% ��•�� / /� //� 4 4 . • VERr. � / y ® 4 8" O. G. � �' � { 1 f ,- ti -,� GROUTED I ° $GNU BLOCK I • I I " . � 4 P i a ^� w � • � CM U TIES ® O. + 1 11 � 4' FAGS / �� / 11111111 �I_/ / / :f41 i I/i/�/ iii %�/ #fi - -/ � / // � Wi 4 �, iris A I .ii _ / _ % t SPLIT GMU ° -0 � 4 Q. " , : � .. I "; I I 11111,11 // / a CMU TIES ®16 a.G. FI NISH GRADE �� � . �. • . ',1 1 - +2 1 - f / FINISH GRADE � *' "`- � f `; � EXP. ..1T. MATERIAL Q ° .. _ _. w. ° . �• •• a r d• " " • d A v . �,• ---- y t FTC. PER % /� ///. U / //! / /flAV A/, tl / /_ /�I f / /_ //. // 4r• A.i%/J / / / //. STEEL CHANNEL POSTS ®2' -1/2 " SP A C ING O.G. 0 0 i BRICK VENEER. - ,�- �- GON RE TAINING WALL 2' -0" HEAVY -DUTY CO I` .��� Y.. // � e k .: / , ' I I - - `�� = - 4 s, Q - AL 2' -0' CONDUIT FOR LIGHTING WALL d v 3' -0° � 1 j � � 31 -0" / D$ GRILLE DETAIL (PLAN) @ SCREEN WALL TRUCK WELL 51..A8 Alo GR. -- % /11141111 . . ' I • € 12 PILASTER DETAIL @ SCREEN - - _ BUILDING E NORDSTROM'S RACK SCREEN WALL SECTION - YSF.E CIVIL - - - , --. FOR 6RADE5 Q } 1 "... . I .. 1 _.... BUILDING E NORDSTROM'S SCREEN WALL DETAIL @ FTG. a CIVIL iE E? F -U K PLANS MAY 2 1 2007 ®-q'j .. - ..!L? .....,.. ifttp � r BUILDING E NORDSTROM'S RACK 16 SCREEN WALL PILASTER SECTION A2.10 SCALE: 1" =11 -0° A2'10 SCALE: 311 =1 1 -0 " IO SCALE: I " 1 u .LE: =1-O A2.10 SCALE: 5/6".= I 1-0" .,.42.1) SCALE: 5/6"=1 ± iii'' CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE KEY PLAN REVISIONS CONSTRUCTION SET: 01/12/07 SITE 17200 SOUTHCENTER PARKWAY TUKWILA, WA BUILDING PERMIT SUBMITTAL : 10/10/06 BAR MINOR MODIFICATIONS : 10/25/06 TENANT REVISIONS : 11/03/06 COORDINATION / CITY COMMENTS : 11/17/06 PROGRESS SET : 12.04.06 PANEL REVEAL REVISIONS: 12/05/06 PUBLIC WORKS REVIEW RESPONSES / \ 01/22/07 / /// PUBLIC WORKS REVIEW RESPONSES A 03/20/07 OWNER REQUESTED REVISIONS 04/16/07 PUBLIC WORKS REVIEW RESPONSES 05/16/07 REGISTRATION n FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKLAND, WA 98033 P:425.827.2100 F:425.828.6899 DRAWN BY: JZ/MW DATE: 09/01/06 PROJECT NO.: A03 -446 PRINT DATE: 05/16/07 1424 DRAWING NAME: A03 -446 A2.9.dwg SITE DETAILS - SCREEN WALLS & TRASH ENCLOSURES SHEET A2.10 wilussmaimemstamtia Copyright 2007 Freiheit & Ho Architects, Inc, P.S. 1 CIRCUIT TO SITE r LIGHTS PANEL, T YP. AIL IVA \ . \\ ',\ 44b 4 /�!/ / /// I FSdr ►y , m _ .!!!!!f!f!! r ° O ^ /ff,!!!!!!!�//f I��!%! /!!!!! / / I' -0" !!ff !!! / / rf '! /!!!!!f!f!�' f1 1 / N. tires \�tl 1 \t ��ti�titt\ 1 2 - 0 a 6 -V b a 1 T ' -0a 2' -O .. Ns- r - ti i i F s ss`Zr r aster .IVrrrsr sr.afrrrrss.x..�rcrss 17 ., D - y 10 • a ,..-- SIP ----' ; O60 � . ' 2-0" 14'-0" 2' -0a �/ I4' 3n - L -V 2 .' ' 3 L.7 �T 2 ,_ G a ' F �/ ' " 14-3 / 52' -'1" 26 -8° / / / 32' -'T' / PLAN ���h r ENTRY WALL 6t a PLAN DETAIL 13 BUILDING S SCREEN WALL 1 A2.11 SCALE: I /2 " =1' -0" �A2 SCALE: I /4 " ^I H.55 $X$XI /4" PER 5TRUCT, EIFS CORNICE .._ _ _... T.O. STEEL BEAM _ -_ _- __ _ _. __ __ _^ _ _ _ _ _ .. _ w 1 4 . z .r - DECORATIVE ACCENT • If, / TILE • — -‘.- # �` ' ' DECORATIVE TILE � ^-- ; ..-.: °� I )•�� .17® r • . ,• • CEMENT PLASTER • >.: , :. ,. Ur C . L / ) / / r \ 1r, ) n, . s., \ 70 i T.O. S I , _ _. " _ .....�. - _... _ 1 ! a �7 I / • . / ' -8 1/2" / 10' -8" ♦ 10' -$" \ '- 8.1(2" / y \`, t� . .... .... ® ry , '� ,� a � , C ONC RETE CAI: ■ A2.I2 STUCCO ® r ti = \\ 1 11P i ," 0 "‘N . ' , / /' SIGN BY SIGN CONTRACTOR, PROVIDE SHOP DRAWINGS i • ; • l• •. / H.S.S. 16XI6X5 /6a PER STRICT. EACH SIDE 9 ; -. :, :•..• • ! : , . • :..-., 101 -0 ". H55 bXb STRUCT. . Fry • •. '�; : .. „.. . . • • • . • ..... ••• • IS ENTRY WALL PLAN A `` / / CONCRETE GAP `.„,' !f ` 4'-q” PRE -GAS AP SLOPE I/6° PER FOOT B SIGNAGE WY I I : . ; " � I �.. ..::. T ' .. r• s . � A2,II SCALE: I /4 ":I' -0" ry T.O. PILASTER �1 . L fik 11M1111111 ..... ... •' • •' : 111111III11MOINI 12 \T.O. STEEL BEAM in ..... • • 1 y . �._._,_: _x OR DE COMP LIANCE AP I II 1-- J u city o i ll Gila 11- ®MSION _ _- .�.. -•• I 1 1 1 I i BRICK VENEER-ACCENT 7- 570000 - _______ 1; �' �i kaj, DEGORA GRILLE YORK SPR NE Q 14'-$ I /4" --------L'.-----, 1 - . ... �- -- -- p .;.` LIGHTING FIXTURE T .r. . ES a o T.O. WALL ..E— -� --- ._. - _,._._ — RA Z +2' -41/2" BRICK VENEER I" =1' -0" L :TE EE I Q a _� .. �---�- -•-�•-•- ' — _.. _ _ . , -.-•. C _ .. VENEER BRICK VEER BRICK VENEER-ACCENT 5� ,_,�._ _. __s ..,. �_- _.,_. . _— -� -- / FINISH GRADE i s ._. ry — _ w __. . +3=q" ,— -�. t11 t 111111F Cdi.fT6GAP Tern w sn_ 6Rn AT' �� .. A, PALL LdI I 1 :i:; ®�'� .I 3 1 FIN I . GRADE +7-+4 I/ R ' Ill�ltlltllIIItIIIII1111IIIIItttlltltllllllllltlllltllltltl111I1t1111111t11l1111ttI1111111111111tllllliillll111111 (111111tI1 _____ II111111t111 � � r�luc ve x -,a s a 3-0 a ; • Q 1 , a 8 S 1/4 l a l '231 13-0 ; t tt 4 O-0 -0 a E I R 3 ? 0'-011 O-0 �.111111111�1111111111 swCKV DtP. 8" IIII1111III111IIIIII1111111111111111111111I111111111111111111111111111111�11111�1111t11111111111111111111111111111111111111111111 3 . : 17 , ro • " n ti: � 5 ^i { s-. 3 x se . ' ELEVATION (1111111( 111111 111111(11111111111111111111 I11111111111111III !I11111 . — a I � �'' i m —E — ' I I a 9 '-Q• •'�'. ,a ENTRY WALL r 's y S ter' r . '3•r F .ua� a _ , �,v'„ L' y�;"� 4 , Y ,�; �3�~ S, 4 ' 1 - ^ T ' J - c x � � � " � � Y Y.T ��{df c �:"c 4 • R ' "..�: � � r � - "x ; .. , 'r s..`' _� j' ��% :'�— jt `� ':' •a � •� - 7. F .. .• ^fi x`' - .+ - r ��.:bt x ' _ • „ , . ) t r, J 1 - . , �� ' � � �R � ;� �. �ch�4� �' i r .. 7'`. r > �f :.,. b " .,. _ . r * n��� � n N , 11 ` 4'-9 ` N 11 f� 3• 14 �s I t_ n II l / ;z9 j:t I j 4I-0111 L �„' = 4'-Q" L r' / I— I / / I / _1 — — — — ___ _I MONUMENT SIGNAGE PLAN AND ELEVATIONS A2,11 SCALE: 3 /8" -I' -0° 4 2.11 SCALE: I /4 ":I' -O" TA, PILASTER 1111 L INE OF ST EE L BEAM BELOW AND ABOVE' HSS. I6XI6X5/8 11 0 .---7 10" 1'-4 10" �� 05---- BY E.G. 16X16:0/0" PER STRUGT. 51GN ABOVE T.O. STEP -;, CONCRETE GAP 1 45'-5" 2 a ; I f s - '1I I 11/2 X 1 1/2 X 1/4 STL, A TNGhlORS MA50NRY GLAZING DEGORA 5 T GRILLE WORK T O W ALL ° �t 4 u PER STRUCT. BLOCKING BACK LIT OR 51M. 1 �� LEXAN MAT'�IAL T'(P . T.O. BRICK : `_ . M IL SEALANT 4 10 a 1 u 1'4" IO n r LIGHTS / ..I-MOLD, BACKER ROD, TYP. _ _ _ ___,, 21-4421 � _ti `' = z � r � • +2' -5" . ; i rr ;ii / •' A I 11 i � j / r ¢ 1 % % S11- GRILLE BOLTED TO STL. PLATE BRICK T5 16 O.G., VERT. 4 SQ. GMU, SOLID GROUT I/2 0 CONDUIT COURSE !^I/ WEEPS G ONG. F TC. IN/ VIE REINFORCING, VP. 3 t . .._. . : = .4 " r- " h--v.. € - y, . j:— � ; - 1 k-r . ' . i i. CONDUIT I T SOLDIER COURSE H.S.S. ARHOR L I BRICK TIES ® I6 O.G. 1 i T j 2 1j :RE: I, , � " / • I -— r. ,:, / m ii , / / I %! // / / � A 1 I. o / ... RO If •- % / % :CJ: _ _ _ - �, .� s- e — v m v 4 I 1 ` I 4W #A : ' T.O. SOLDIER COURSE _ / - J /� /J 1 I ; f ' t I Hill l , I t FINIS GRADS 1 11/2° r 7YP. t , , 1 1 1 I ,. / , COURSE W/ WEEPS LONG. FTC W/ #5 REINFORCING, T1'P. • L FLi2IER ° A A % I r • r .0 � � l! • FURRING CONS'''. J /JA � � I /! A I/2" FINISH GRADE BRICK T11= 5 FURRING GONST. FURRING GONST. 3/4 STUCCO BY SI MFR. SE COND R METAL LATH SECONDARY MOISTURE PROTECTION BARRIER a I/2 PLYWD. 5H1+,4THING PER STRUGT. 'US° flNb GHAL H.55. IbXI6X5 /$° PER STRUCT. $ MONUMENT SIGN SECTION 12 MONUMENT SIGN 3/4" STUCCO SELF- FURRING METAL LATH SECONDARY MOISTURE PROTECTION BARRIER I /2 PLYIND. SHEATHING PER STRUGT. 4" tt 4 STEEL STUDS ®I6 O.G. PER STRUCT. SECTION 4 MONUMENT SIGN BRICK VENEER (2 LAYERS) THICK-BED-SET MORTAR H.5.S. I6XI6X5 $ PER STRUCT. / y :ici tI C ..EIVEEU� >qg 1 { i ' n 7! V V 10..0, MAY 2 12007 PEiiPAITCENTER SECTION +0 1 0 It ;, 7 . - • 1 ' , 4.. z 1 - =-' " # i 1 ; : 1 E 6 . . �, - --� � � ` � 6 , 1 , 1� �t I . . ° s ,.._J / . r / / / l / / ! +O'-O" - - s .o, Tax- i � -�- t . , 1 s i p i - ,� - ; t � I� ! ��-- �-- ' ��-- " - � 1 1 I r , j I x ; �mr t � ` � i y t . 5 � e % / � �� . 1 ' g � , ° s'r- F -4 . k ; S` 1 i - 5 T t °" w ; ��... � � . • , � .� . ' } 7 8 ; "' i �" F 1 p � Y % AI m F t I:` . l�f , �s . 1 1 T r = . • • ? a . o ' $ . . I • ;. - . ; °• e ' -. 8° , . 6. e .. i : I•-�•- I i ' . ' 1 BD. BD. FOOTING i < .: y ; ,. k , r Y ; m • ' p : 5' •ti • . _ .. a a , -a,, ,. 2 • :' s•.�. `r • . .. •; ����c. `^^` P E�'(•- �,, 7.‘ . •_ °. '•• ,.'4 a kp„� .. • yr 'I"€ BA. F i, , ^. ?. FOOTING : ATP- ° r - ' . , . _ _ ., e w ... a •.. ,. - < " � . , .` . , , ..... ° . . : "_. . w :• `f " 16 ENTRY WALL SECTION ;:»�` *. ''r s r;�. .' .. : - 1 .- 5•,-I ` • ^•^ ' -1'-4" •e .. ' . ,, r �[ �,1 . _ "', - . , it S 24 ENTRY WALL SECTION \ SCALE: I /2 ":I' -0" .., A2.11 SCALE: 1 /2° :I' -0" .02.II SCALE: I /2 " =1' -0" SA2.11 SCALE: I -1' -0" \ SCALE: I " =1' -0" CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE 17200 SOUTHCENTER PARKWAY TUKWILA, WA KEY PLAN REVISIONS SITE BUILDING PERMIT SIaTT L : 1011006 BAR MN OR MODIFICATIONS : 10046 A TENANT REVISIONS :110306 COORONATTON I CITY �tS : / \ 1 1817/06 PROGRESS SET 12006 PANEL REVEAL REVISIOPM 1206,06 CO1� SET: PUBLIC WORKS R W RESPONSES PUBLIC WORKS REVIEW RESPONSES OWNER REQUESTED REVISIONS 0411607 n n n PUBUC WORKS MEW RESPONSES A MAW REGIS�TI FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE PONS NAIVE Su1E= Itl1iM IND, WA90033 PA25.827.2100 F5ffi81,899 DRAWN BY: DATE: PROJECT NO.: PRINT DATE DRAWNG NAME: SITE SIGNAGE TERED CI IITEC T ADM 04/02/07 AD3-146 05/16/07 1422 A03- 446_A2.11.dwg SHEET A2.11. yrrt 2007 Frobaik & Ho Ards„ Inc., P.S. CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE SITE 17200 SOUTHCENTER PARKWAY TUKWILA, WA KEY PLAN REVISIONS BUILDING PERMIT SUBMITTAL : 10/10106 BAR MINOR MODIFICATIONS : 10/25/06 TENANT REVISIONS :11/03/06 COORDINATION / CITY COMMENTS : 11/17/06 PROGRESS SET : 12.04.06 PANEL REVEAL REVISIONS: 12/05/06 CONSTRUCTION SET: 01/12/07 PUBLIC WORKS REVIEW RESPONSES 01/22/07 PUBLIC WORKS REVIEW RESPONSES n 03/20/07 OWNER REQUESTED REVISIONS 04/16/07 PUBLIC WORKS REVIEW RESPONSES 05/16/07 REGISTRATION DRAWN BY: DATE: PROJECT NO,: PRINT DATE: DRAWING NAME: SITE SIGNAGE NN 04/02/07 A03 - 446 05/16/07 1423 A03 -446 A2.11.dwg FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 IORKIAND, WA 98033 P:425.827.2100 F:425.828.6899 SHEET A2.12 Esszonsieumessmanwas Copyright 2067 Freiheit & Ho Architects, Inc., P.S. I'-5 3/4" • • 3/4 STUCCO i / I $ - 1 / ti I O / y / i I ' ' I E I $ ( 1 i / ' I ' ' ! a if ! i / FlIRRING I ErAL LATH SEEP- SECONDARY MOISTURE PROTECTION BARRIER I /2 PLYWD. SHEATHING PER STRUCT. . 1/6" FURRING CHANNEL H. Ib" X I6° X 5/8° PER STRUCT. J- 4 BACKER ROD � � , I ' I / / 0 ' ' I / � / BEVELED CEDAR BLOCKING 15EAD, SEALANT 6:12 3/4" PLYWOOD PLATE 4X4 °XI W/-H10 MIN. SLOPE /4° SCREWS PER STRUGT. ` i W,�ur Harz it ,may . - - _.. 24 GA. GALVANIZED METAL GAP c �= \ :iii y m _. -- — . FLASHING W/ I" HIH STANDING SAM ,r ■■■■■■■ 'l■■■■■■i € _-- _ i : !■IM■■/■ In •••••=0 SECONDARY NR,41e FLASHING ■■ ■illy •■■■■■l I!■■■■my' UNDER COPING •■••I^ 7... ■■ � i■■■ U ... �"'�rI i t , WRAP BASE COAT 4 REINFORCING MESH WRAP BASE GOAT 4 REINFORCING !-w SHAPE ADHERED TO �iiii � I E I 11 H 5 5. SXSxI /4 PER STRUCT. , ' f x! I x I j , I X I ; x l iiii; ! r EIFS FOAM PLYWOOD SHEATHING V■■1 �, ��.. :: 1 r■■ nor L ,.. j ;I• I1t I I■ • , I■ 1 I I I ri EIFS FOAM SHAPE ADHERED PLYWOOD SHEATHING BASE GDAr RI= INFDRGING MESH FINISH GOAT TO II III •I 11 5 )=LF- 14 / 0 / 0 - - g 4" STEEL STUDS @ 16 O.G.� 1 PER STRUGT. BEYOND I 4"` $ S 1 ! "- s I I I , i ; i I i f € I , 3 1 I 6 # ; i 1 I A I' ■I ! 1 ■I B i BASE COAT REINFORCING MESH FINISH COAT I ° 3/4" STUCCO M. •= FURRING METAL L � . < CORNER BEAD i ' ' 1 P 1 NIN 1 - 1 11 I X BLOCKING SIGN BY SIGN MANAPAGTURER� 6 MIN. SLOPE - , • . • '; J � O. ' ;: :t r `,./ 'L 1 =I a i J -BEAD, SEALANT 4 BACKER ROD, TYP. DECORATIVE TILE 1 > I/2" MORTAR BED SECONDARY MOISTURE PROTECTION BARRIER 13 MONUMENT SIGN DETAIL I/2" PLYWD. SHEATHING PER STRUCT. � a p 4° STEEL 51105 ®16" O.G. PER STRUCT. , ; � " LINE H.S.S. BEYOND .._ SCALE: I I/2 ° =1'-0 3/4" STUCCO I � �'+ 1 ! i I 1 ! I i i ! i I i I OF COLUMN :- �:. i SELF- FNG METAL LATH SELF-FLAWING SECONDARY MOISTURE PROTECTION BARRIER 1/2" PLYWD. SHEATHING PER STRUCT. I 1 / « 1/8 u FURRING O �/ ' / SIGN BY SIGN MANAFGTURER CHANNEL. BLOCKING 1111 I :I2 In BEAD, SEALANT 4 BACKER ROD , ' II � / I I POSITIVE SLOPE, TYP. PRE GONG. GAP '' ' d . Q 4 ° ... 4 , . • 4 • d 4 4 e' 11■■ ■► m ; alum( ' ■■■ ■II ■r 11111 -CAST d D d a . mow ammo. BRICK VENEER SOLDIER COURSE ' 1 1 ( 1 1 3 ' b { s 1■ ilI■■� - //� ■ ■■ � I i'l■■■ !!!I �'"- 1■■■ i j -- ∎ Z EIFS FOAM SHAPE ADHERED TO I r A T r 1 _ � �_ �_ —_ --- / r i I i ' I H.S.S. 6X8XI /41 PLIR STRUCT. X 71 � �I � !!x I �I IrJ ' II PLYWOOD 5HllATNING , ! ! ! X x I 11 I , SASE GOAT REINFORCING MESH FINISH GOAT rerfor $ -4" / I i j� --- 5TE{ -!. STUDS I O .G. ' ? PER ST UC.T YOI�D r Apr4 I �; ; AirrA ,„,,,,,,,,,, 11 I � I � WI FAIDWr p d / ' ! _ i -- / I SEALANT 4 BACKER ROD H.5.5. 8X6X1/4" PER STRUCT. 1 SIGN BY SIGN MFR. BRICK TIE=S I6 O.G. �� r, 4 6 MONUMENT SIGN DETAIL W A ' $ I WA 3/4" ST UCCO J % /J F- FURRING METAL LATH N.5.S. 16" 16" X 5/6" PER STRUCT. ' 1 X " BRICK VENEER (2 LAYERS) I fFA A SECONDARY MOISTURE Ar J ' VAV/ ��� VA / / MONUMENT SIGN DETAIL A2.12 SCALE: II /2 " =I' -0" 4 2.12 SCALE: II /2 " -I' -0" q" 1 SIGN BY SIGN CONTRACTOR ( POSITIVE SLOPE, VP. PRE GONG. GAP -CAST ` - J-MOLD, SEALANT 4 BACKER ROD i . • _s °Q ' • a • > .. H.S.S. 16XI6X5/8° PER STRUCT. i _ 1 I _ �- 3/4" STUCCO LINE OF STEEL BEAM BELOW I3' -3" SELF- FURRING METAL LATH I EI I j x x x I "FO?- w • ---- ....... ........ . .... ...... ............................... ......... . .... ... . ................ -- -�:�_ - -- - ter - -- j LL_______.. -.._ I I SECONDARY MOISTURE PROTECTION BARRIER ___ CE I I /2" PLYWD. SHEATHING PER STRUCT. RE\ y � 1 51105 ® G PER 5 4 STEEL 16" O.C. STRUCT. - - ��� V p ' LINOF H. S POND - --- __:._......_..... . I =�v-: Yar•. .._. .__ . -.: .. r : .. �..._ �- . - � �__ ���� - : � - ._._= __ _.._ .. . •.. . . �e:^.•,�r,- .w - r--2�- ;emu' ^.:^`- _ - - _ mow ,, �•• -tz- ; Ilk COLUMN f&PP I. WO CM ® � u SXaXI ®� = . -.... I l � - _ FURRING GoNSr. J-S!!4T EALA 4 FURRING COW. 14.55. /4° PER STRUCT. SI a ..- _ _ _._.-_ _ ..... I /2MORTAR D SECONDARY MOISTURE PROTECTION BARRIER I/2" PLYWD. SHEATHING PER STRUCT. ING CORNER = • • SELF-FURRING METAL LATH SECONDARY MOISTURE PROTECTION BARRIER 1/2 PLYWD. SHEATHING PER STRICT. T /S° FURRING CHANNEL H ER .5.5. I6XI6X5 /6" P STRUT. , .- ._ ...... __ _._ __.__. _. 1 r I J ('r _ _...___ ..�...._.._ CORNER BEAD i BLOCKING 4 STEEL STUDS ®16" O.G. PER STRUCT. 15 MONUMENT SIGN DETAILS L GORN BELOW -. � .. \ _ = :. ` __. �... ____...�. - -- E 3 ! i 1' 3r4" I 1 f � }f 1 { ,e, MONUMENT SIGN DETAIL A2.12 SCALE: 1I /2 �A2.I2 SALE: I/2 " =1' -0" 1:: 1(9.5 RE CEIV � � CITY Or P 11K'J MAY 2 1 2007 CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE SITE 17200 SOUTHCENTER PARKWAY TUKWILA, WA KEY PLAN REVISIONS BUILDING PERMIT SUBMITTAL : 10/10106 BAR MINOR MODIFICATIONS : 10/25/06 TENANT REVISIONS :11/03/06 COORDINATION / CITY COMMENTS : 11/17/06 PROGRESS SET : 12.04.06 PANEL REVEAL REVISIONS: 12/05/06 CONSTRUCTION SET: 01/12/07 PUBLIC WORKS REVIEW RESPONSES 01/22/07 PUBLIC WORKS REVIEW RESPONSES n 03/20/07 OWNER REQUESTED REVISIONS 04/16/07 PUBLIC WORKS REVIEW RESPONSES 05/16/07 REGISTRATION DRAWN BY: DATE: PROJECT NO,: PRINT DATE: DRAWING NAME: SITE SIGNAGE NN 04/02/07 A03 - 446 05/16/07 1423 A03 -446 A2.11.dwg FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 IORKIAND, WA 98033 P:425.827.2100 F:425.828.6899 SHEET A2.12 Esszonsieumessmanwas Copyright 2067 Freiheit & Ho Architects, Inc., P.S. BRICK VENEER SOLDIER COURSE PEEPHOLES @ 2'-O" HORIZ 2" GROUT SOLID PLANTER DETAIL PRE -CAST CONC. CAP COMPOSITE MEMBRANE WATERPROOFING METAL TIES 4° DIAMETER PERFORATED PVC DRAIN - 6UA 1L, v ir .:a SIDEWALK ILO TYP.\ 2.51 RECESSED WALLL PER ELECTRICAL, TYP. /> \. 22 N, SIDEWALK i •L I I II " RI TI PEDESTRIAN ' LIG,,IT POLE gy p' . 3 . ArriOPAIIIPte: N Af ° rr r f' " 25. 7 PER ECG CROP /'RECESSED 11 ILUMINAIRE PER ! TYR FIELD' - KEfery C. ONSTRUGTABILI.7' /4 c , 5 / 21.15 • QV 7 LANDSCAPE), APE (DRAWLS { r/ 1 r> Z. 23 BUILDING 'E' PATIO PLAN A2.13 SCALE: I /4° = I'-O" 24 BUILDING 'E' PLANTER PLAN &ELEVATION �A2.I3 : 3/ A2.13 CONCRETE BENCH ERICK VENEER yet FHOLES ® 4' -0" /\/ r ./ r/ �F 4 f / ,'\ ; f / ` / \,/,\\\\\ `\N rr '. i / / \ .// SCALE: 3/4° = I'-O" 214" 111111111111111111 1 10" 4u / PLANTER WALL BEYOND LANDSCAPE PER: LANDSCAPE DRAWINGS--- /C\ BUILDING 'E' PLANTER SECTION r BENGH CJIi/i.l W: 41 _5^ 25,. 40 0 I�I�II 24 N 20 A2.I3 _.. -- 7 PRE -CAST CONC. GAP BRICK VEER SOLDIER COURSE GROUT SOLID BRICK VENEER PEEPHOLES @ 4' -0" O.G. 2'-6° rffl 4r • i 4 a 4 O A A 4 — 0 - Z. .4 = k\ /ti• / \ r te/ \ / \ \ % \ \ <- SCALE: 3/4" = I -0 ` ( . �. \ 'ti 4 Q Q i \ \ Q \--‘c `~ METAL TIES �CONNCRETE BENCH ESE : J \ ,r / // / 4" DIAMETER PERFORATED PVC DRAIN BUILDING 'E" PLANTER SECTION BUILDING 'N' PATIO PLAN A2.I3 SCALE: 1/4 = ILO" L1 L \ - • L /1 ! -t- --1- N 4 m N BUILDING '5' PATIO PLAN SCALE: I /4" = ILO" H- 1 / SIDEWALK r 7' -I 3/4" N 6 N V / � SIGNAL PHI EXISTING FIRE ; V TRAFFIC/51 X,/ / / / / / / / / / 7 N. A Ix 4 X NG5 EXISTING SEVER LE /\ V N F / ' , / / -N/ 2r f , A / GUARDRAIL, LANDS P� LANDSSGAPE CAPE DRAWINGS 3'-0 \ LLER,CGA8i1ET TYP. X \ ▪ N x I A Y V 2ECCEIVED CITY CF TUKWILA MAY 2 1 7007 A CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE 17200 SOUTHCENTER PARKWAY TUKWILA, WA KEY PLAN REVISIONS BUILDING PERMIT SUBMITTAL : 10/10/06 BAR MINOR MODIFICATIONS : 10/25/06 TENANT REVISIONS :11/03/06 COORDINATION I CITY COMMENTS : 11117/06 PROGRESS SET : 12.04.06 PANEL REVEAL REVISIONS: 12/05/06 CONSTRUCTION SET: 01/12/07 PUBLIC WORKS REVIEW RESPONSES 01/22/07 PUBLIC WORKS REVIEW RESPONSES / u 03/20/07 OWNER REQUESTED REVISIONS 04/16/07 PUBLIC WORKS REVIEW RESPONSES 05/16/07 REGISTRATION FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRIQAND, WA 98033 P:425.8272100 F:425.828.6899 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: SITE DETAILS SITE NN 04/02/07 A03-446 05/16/07 1418 A03- 446_A2.13.dwg n n SHEET A2.13 Copyright 2007 Freiheft & Ho Architects, Inc., P.S. `` 1 ,, : 4-4— . , 4 :` -t 4- - ` Y ,. I I , it t ;1 I!9 BUILDING 'N' ADA RAMP - PLAN E c oED v E i �: CITY CF. Tu KlAp MAY 2120 PE W T `: :NaUr' CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE KEY PLAN REVISIONS 17200 SOUTHCENTER PARKWAY TUKWILA, WA BUILDING PERMIT SUBMITTAL : 10/10/06 BAR MINOR MODIFICATIONS :10/25/06 TENANT REVISIONS :11/03/06 COORDINATION / CITY COMMENTS : 11/17/06 PROGRESS SET : 12.04.06 PANEL REVEAL REVISIONS: 12/05/06 CONSTRUCTION SET: 01/12/07 PUBLIC WORKS REVIEW RESPONSES 01/22/07 PUBLIC WORKS REVIEW RESPONSES A 03/20/07 OWNER REQUESTED REVISIONS 04/16/07 PUBLIC WORKS REVIEW RESPONSES 05/16/07 REGISTRATION DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: SITE DETAILS 007 Frei = it & H Fl GISTERED ARCHITECT NN 04/02/07 A03 -446 05/16/07 1418 A03-446_A2.13.dwg FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRK1 AND, WA 98033 P:425.827.2100 F :425.828.6899 SHEET 02 + .I5AJ SCALE: I /4" = 1' -0" i ° LA GAPE - PER LANWSG DRAWIN G -- V 10' -8 I /4R LOW RETAINING tl y ^ ► ALL. i + BUILDING 'S' ADA RAMP - PLAN 4- _ zi- ci W OW RETAINING WALL C f , ..�.- rr -"F I -r- I - + ,•• 1' f 1 i E 14'-6 I/4° -4- 41 I - f • CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE 17200 SOUTHCENTER PARKWAY TUKWILA, WA KEY PLAN REVISIONS BUILDING PERMIT SUBMITTAL : 10/10/06 BAR MINOR MODIFICATIONS : 10/25/06 TENANT REVISIONS : 11/03/06 COORDINATION I CITY COMMENTS : 11/17/06 PROGRESS SET : 12.04.06 PANEL REVEAL REVISIONS: 12/05/06 CONSTRUCTION SET: 01/12/07 PUBLIC WORKS REVIEW RESPONSES 01/22/07 PUBLIC WORKS REVIEW RESPONSES A 03/20/07 OWNER REQUESTED REVISIONS 04/16/07 PUBLIC WORKS REVIEW RESPONSES 05/16/07 REGISTRATION SITE FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKLAND, WA 98033 P:425.827.2100 F:425.828.6899 DRAWN BY: JZ DATE: 04/02/07 PROJECT NO.: A03 -446 PRINT DATE: 05/16/07 1415 DRAWING NAME: A03 -446 A2.14.dwg SITE DETAILS - PAVEMENT PATTERNS SHEET A2.14 lasmamosismommisme Copyright 2007 Freiheit & Ho Architects, Inc., P.S. I BICYCLE RACK TYP. (2) ¢ l_ I. o r — • a . r - : ' - - -- / I's \ rj • _ — 0-Z , (ice ---1-- .__._ -. _ ......_... _.,-. . i.: ho- A : 1- + 4- r r .. + + _ . �. / ' ` ' // \\ � J \\ \ • ; �\ , � \ h i `•' � '\'` , ' \ \ •k �'� .1 . _ .. ,. � .6. Y / / 'IL ``� , 1 --- T 2' -0 - _ 1 — i .f 4r a —' ; k"' - c e •- , 4-- 1 I" ° , ~' ± - -- _ _ a ll � _ J.,,,_ - - "" F a 1_ ""t � � ,1_ _ _._._.�_. 1 � � ___4...__ / \ � '` / /� / 'T\' ,f i \ ,.\ f ,C. \\ f / � / \ , � n r z -}• �I ' I f 1 I 1 L _i. .f�f ♦ _., 1 .�._ -_ � � ,� � I . ` ` � • . . .. ♦ "! Jam- T NON- LIGHNON-LIGHTED BoLLARDS. TYP. I . I ......�.... _.. _ _ ... fi _.. _ _ . 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LANDSCAPED ISLAND RECEIVED CITY OF TUKWILA MAY 211007 PEG wA'1r C LATER 04 PAVILION FLOOR PATTERN - SOUTH ` A 2.14 SCALE: I /8" = I' -0" 2.I4 SCALE: 1 /5° = I' -0° CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE 17200 SOUTHCENTER PARKWAY TUKWILA, WA KEY PLAN REVISIONS BUILDING PERMIT SUBMITTAL : 10/10/06 BAR MINOR MODIFICATIONS : 10/25/06 TENANT REVISIONS : 11/03/06 COORDINATION I CITY COMMENTS : 11/17/06 PROGRESS SET : 12.04.06 PANEL REVEAL REVISIONS: 12/05/06 CONSTRUCTION SET: 01/12/07 PUBLIC WORKS REVIEW RESPONSES 01/22/07 PUBLIC WORKS REVIEW RESPONSES A 03/20/07 OWNER REQUESTED REVISIONS 04/16/07 PUBLIC WORKS REVIEW RESPONSES 05/16/07 REGISTRATION SITE FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKLAND, WA 98033 P:425.827.2100 F:425.828.6899 DRAWN BY: JZ DATE: 04/02/07 PROJECT NO.: A03 -446 PRINT DATE: 05/16/07 1415 DRAWING NAME: A03 -446 A2.14.dwg SITE DETAILS - PAVEMENT PATTERNS SHEET A2.14 lasmamosismommisme Copyright 2007 Freiheit & Ho Architects, Inc., P.S. ! 111111111111111111111 � T.O. 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DWISION Do4(6 RECEIVED CITY OF TUKWILA AUG 2 8 ?UU1 PENMI - f CEN I ER 1 CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE BUILDING'S' 17250 SOUTHCENTER PARKWAY TUKWILA, WA ELEVATIONS FOR 'S' BUILDING KEY PLAN REVISIONS BUILDING PERMIT SUBMITTAL :11/03/06 PERMIT RESPONSE : 12.13.06 CITY PERMIT COMMENTS : 01.05.07 FINAL CONSTRUCTION SET T : 01.05.07 OWNER REQUESTED REVISION: 04.16.07 CITY PERMIT COMMENTS : 03.26.07 REVISION TO PERMIT #007 -165 : 08.08.07 REGISTRATION 6395 V") S REGISTERED ARCHITECT DRAWN BY: DATE: E PROJECT NO.: PRINT DATE: DRAWING NAME: HUBERT W. ViNBERG JR. STATE OF WASHINGTON FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KRKLAND, WA 98033 P:425.827.2100 F :425.828.6899 MW 09/01 /06 A03 -446 08/17/07 1032 A03- 446_BLDG S A4.0.dwg BLDG S WEST & SOUTH ELEVATIONS SHEET S A4.0 nasozzonszarommissom Copyright 2007 Freiheit & Ho Architects, Inc., P.S. TILT -UP CONCRETE PANEL TILT -UP CONCRETE ANEL 111111111111111111111 uIHhiIIuuI 111U1 • Er R A: :: � uulii� = == null11 M mg E -erg 3 5 m Al hiiii A ma NMI IMII NMI 1i"iiillllllliui 11111111111 11 11111 11111 IIII 111111111 . 111 1 11111 �; Yom • -- ,_,., —r ___— ____- -- JI1It114 P'llllll 11111111111 111111111111111 r 1111111 1111111IIIII !111111l1i,lllltllltlll 11111111111111111111 11111111111 711111111111 11111111 :1111 :1111 1111. 111 ji ; 1' , t f 1 1111111111111m11milimmim I r a; r.��f�j,; x :14 ;�+`, ■ �ww /rarl.a� 1 111111111111111111 li1ll 1111 11111111111111111111111 1 1 1 1 11111111111111111111111 �Ir INNEN 111111111111111111111111 NEE NI 0 TILT-UP l CONCRETE PANEL TILT -UP CONCRETE PANEL TILT -U CONCRETE PANEL TENANT SIGANA E AREA, TYP. TILT -UP CONC. 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CORNICE, TYP. METAL COPING, TYP. E.I.F.S CORNICE JOINT TYP. T.O. PLATE BRICK VENEER, TYP. BRICK VENEER - ACCENT, TYP. FROSTED GLAZING CLEAR GLAZING TENANT SIGNAGE AREA, TYP. METAL COPING, TYP. E.I.F.S. CORNICE, TYP. TILT -UP GONG. PANEL E.I.F.S CORNICE JOINT TYP. S_A4.I T.O. PLATE +21 -0" EXTERIOR LIGHT FIX RE TYP. BRICK VENEER, TYP. BRICK VENEER - ACCENT, TYP 's' BUILD STOREFRONT GLAZING, TYP. STOREFRONT SYSTEM, TYP. FABRIC AWNING, TYP ING EAST EL TILT -UP CONCRETE PANEL TILT -UP CONCRETE PANEL T.O. PLATE STOREFRONT GLAZING, TYP. STOREFRONT SYSTEM, TYP. FABRIC AWNING, TYP. TILT -UP CONCRETE PANEL -BASE. TILT -UP CONCRETE PANEL TILT -UP CONCRETE PANEL II I . 11111111 J 111111111111111! yami T.O. 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'S' BUILDING NORTH ELEVATION SCALE: I /8" =I' -0" STUD WALL DECORATIVE TILE, Ti' FROSTED GLAZING SCALE: I /8" -I'-O" T.D. PLATE 11111 nilul Iln � Iullnmm�mnlll a� + its 11111111111 11 :1111 1111111 1111 11111 111 ►111FIIIIIII1111ilillllililill IIli1lIII1111111 niltlllllllilltllllll ell ! IIlllitllll . 11 w . '- woimminim; TILT -UP CONCRETE PANEL TILT -UP CONCRETE PANEL T.O. PLATE +58' -D" 8 "X" THICK POLISHED BRASS OR POLISHED ALUMINUM NUMBERS OVER MIN." THICK SOLID CAST BRASS OR SOLID CAST ALUMINUM PLAQUE V'V i" THICK POLISHED BORDERS TO MATCH NUMBERS T.O. TRELLIS +12 'Si BUILDING NORTH ELEVATION CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE BUILDING'S' 17250 SOUTHCENTER PARKWAY TUKWILA, WA ELEVATIONS FOR 'S' BUILDING KEY PLAN REVISIONS S BUILDING PERMIT SUBMITTAL : 11103106 PERMIT RESPONSE : 12.13.06 CITY PERMIT COMMENTS : 01.05.07 FINAL CONSTRUCTION SET : 01.05.07 / OWNER REQUESTED REVISION: 04.16.07 CITY PERMIT COMMENTS : 03.26.07 REVISION TO PERMIT #D07 -165 : 08.08.07 REGISTRATION REGIST ED UBERT W. VINBERG ,'. STATE OF WASHING r N 6395 FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKLAND, WA 98033 P:425.827.2100 F:425.828.6899 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: MW 09/01106 A03 -446 08/17/07 1108 A03- 446_BLDG S_A4.0.dwg BLDG S EAST & NORTH ELEVATIONS SHEET S A4.1 masgmecionmsmogsmi Copyright 2007 Freiheit & Ho Architects, Inc., P.S. 11111'31111111111111111111111M1 Iii:nllll,llmuumuiu1111 — ∎ ∎ ∎i _ _ _. rr�Irlrl�rli,r.����r,r�rrrrr 111111 p;•� .y, ;r m ,r,•17V11Vr. ir7 -, r•''f'.! 'I;•i'(-'!r( 1111I1l1luulu 111111auuwu1111111I111 I lti ' I F s_._,. ' '' !1 4k : ' .! i. , 4 AI 1 l � 3 . 'k S J t' i li l 4 ,'.. I . g 1 �—`— . . mo w . xa�c- i 1• • _.._._._.�- ���..��- .∎.•..-_ A •! ,1iS' 11111/11111 21111111111111111111 ii�l-f IN 111111111E [u.ru 11 1111111111111111111 • a -. .i 11:111111111ff1n1111111111111111M111111111111/111111111111111111111101!311 11111111111111111111 I 111111111111111H111111111111111 — ` ° 9 111111111111111 1 11111111111111111 �11111111111111111111i! • muumuu mminimu 1111.Innmhulmlml f ME \ EITFATITEITICKI 1111111111 � '1111i1111- -- -" 1 11111111L:11111111 Illlll 11111 1111:•I111:I1111111111111 T.D. PLA +2q 1 -0II TILT -UP CON RETE PANEL DEGORATI TILE, TYP. FROSTED G AZI 6 T.O. PLATE TILT -UP CONCRETE PANEL TILT -UP CONCRETE PANEL - TENANT SIGNAGE AREA. TYP. E.I.F.S. CORNICE, TYP. METAL COPING, TYP. STEEL CANOPY, TYP. CANOPY ROD + PLATE, TYP. EXTEOR LIGHT FIXTURE, TYP. TENANT SIGNAGE AREA FROSTED GLAZING, TYP. BRICK VENEER-ACCENT, TYP. BRICK VENEER, TYP. CONCRETE REVEAL, TYP. T IL T- uP CONCRETE PANEL R OF TOP HVAC UNI BEYOND, TYP. C NOPY ROD + PLA , TYP. TI T -UP CONCRETE P NEL I T.O. PLATE STORE - FROM GLAZING>F STOREFRONT SYSTEM, TYP. CTRL. JNTS. 6 E. SPACES ,W7 ENT WINDOW MLLIONS STUCCO CONTROL J STUCCO FINISH J.F.S. E CORNICE, TYP. METAL COPING, TYP. E.I.F.S CORNICE JOINT TYP. T.O. PLATE T.O. PLATE +21 �O.I PLATE T.O. PLATE +30 - 0° TILT -UP CONCRETE PANEL BASE EXTERIOR LIGHT FIXTURE, TYP. TIL TIL 111111f111lllllillllllll IIIIIIIIIIIIII IIIi11111111111111 STOREFRO STOREFRI FABRIC TILT -UP CO TILT -UP GOT TILT -UP CAS E.I.F.S CORNICE JOINT TYP. CONCRETE REVEAL, TYP. PANEL JOINT, TYP. TILT -UP CONCRETE PANEL DECORATIVE TILE FROSTED GLAZING E.I.F.S CORNICE JOINT TYP.I UP CONCRETE PANEL UP CONCRETE PANEL T.O. PLATE T GLAZING, TYP, SYSTEM, TYP. ING, TYP, CRETE PANEL -BASE. CRETE PANEL CRETE PANEL STOREFRONT GLAZING, TYP. STOREFRONT SYSTEM, TYP. FABRIC AWNING, TYP. 'N' BUILDING WEST ELEVATION T.D. PLATE +35'_0" 1 111111111111111111111111M111111 111111111111111111111 1111111111111 1111111111111 1111111111111.111'11111111 �.. °E N * P14 :111111 M111111111 311 1111111 NI I I I\ I I 1 1 1 1Ir11111Ullll 11111111111111111111 11 IIlIllllllllll Illllltnlllllllnllil IT llllullllllflllflltll 11111111111111 !minim ilium .1111 } }U ;:;;;nlllul IIIIl11111111111111111111t11111: 1 h S minim! Illllllmllll11il1C l y •.T q. �f .JT I... .4 1 I gg flllfl111111r111111111 11111111I111fllril1111111111111111111 Illllg— -� 11111E111111111 1111 mmHg Iii 01 t a: INN 11111111 1111.1 LI! I rla- m arra ÷:= 111"11111" " M ffl ,. : ,,4:11 - n: :((' . : lllilr+ .... 1:o= ::�= :=n.;ED =13.: o :o ®::0 = 'Fiiir "I ;i ;y'_" I • : ; —_ 1 _ 111111111111111111 IIIIIII1111I11111111I111IllllilIIIIII11 1111111111 1111111111111111111111 717/ '�' /_'li+ V,Fl IIn11111I111I11111111I1111111111I11111111i111111 1111111111I II111I11111I1i111llIIIIIl IIlI IIIIr111r111111111111111111 111 11111111111111111111111111111111 1 1 ! :;I ! : ? 1. I III 111111111111 11 1111111 llII 1111111111I 1I1 I IILIII�IIII�I�I��I I 11111111111f1Mil II 1 min11111f111flma umu mni u ul €1 1 . ... 1111uuul 111M111111111111111 1111 : n: 111111111111L 1 1111111111111111111111111 Ni∎T_111:°"' —r '� _ - - -- NDOW MULLIONS STUCCO CON OL JOINT, TYP. STUCCO FINIS E.I.F.S. CORNICE, TYP. METAL COPING, TYP. T.O. PLATE E.I.F.S CORNICE, TYP. METAL COPING DECORATIVE TILE, TYP. CONCRETE REVEAL, TYP. FROSTED GLAZING BRICK VENEER, TYP. BRICK VENEER -ACCE T, TYP 111111111=1111•11111111111111 111111111111111111111111111111111111 :r te II111111111111nlllnulll 11111 FABRIC AWNING, TYP BRICK VENEER, TYP. BRICK VENEER - ACCENT, TYP. STOREFRONT SYSTEM, TYP. T.O. PLATE +32 -0" TILT -UP CONCRETE PANEL T.O. PLATE +22 -a 1/2 TILT -UP CONCRETE PANEL TILT -UP CONCRETE PANEL - T.O. PLATE +35 -D" 'N' BUILDING SOUTH ELEVATION TILT -UP CONCRETE PANEL TILT -UP CONCRETE PANEL TILT -UP CONCRETE PANEL SCALE: Iv6° =1 T.O. PLATE + -o STEEL CANOPY, TYP. EXTERIOR LIGHT FIXTURE, TYP. 'N' BUILDING ANGLED WALL ELEVATION RECEIVED CITY OF TUKWILA AUG 2 8 2007 pbtruvii - I ulN I ER CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE BUILDING 'N' 17100 SOUTHCENTER PARKWAY TUKWILA, WA ELEVATIONS FOR 'N' BUILDING KEY PLAN REVISIONS DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: N BUILDING PERMIT SUBMITTAL : 12/01/06 PERMIT RESPONSE : 12.15.06 CITY PERMIT COMMENTS : 01.05.07 FINAL CONSTRUCTION SET : 01.05.07 OWNER REQUESTED REVISION: 04.16.07 PUBLIC WORKS REVIEW RESPONSES: 05.11.07 A REVISION TO PERMIT #D07 -165 : 08.08.07 REGISTRATION 1 FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KRKLAND, WA 98033 P:425.827.2100 F:425.828.6899 MW 09/01/06 A03 -446 08/17/07 1106 A03- 446 N A4.0.dwg N BLDG WEST & SOUTH ELEVATIONS SHEET N A4.0 amemIsmitinseassassose Copyright 2007 Freiheit & Ho Architects, Inc., P.S. 1 _Li ..._LtIII 1111111111111 MI ONE -: 11111'31111111111111111111111M1 Iii:nllll,llmuumuiu1111 — ∎ ∎ ∎i _ _ _. rr�Irlrl�rli,r.����r,r�rrrrr 111111 p;•� .y, ;r m ,r,•17V11Vr. ir7 -, r•''f'.! 'I;•i'(-'!r( 1111I1l1luulu 111111auuwu1111111I111 I lti ' I F s_._,. ' '' !1 4k : ' .! i. , 4 AI 1 l � 3 . 'k S J t' i li l 4 ,'.. I . g 1 �—`— . . mo w . xa�c- i 1• • _.._._._.�- ���..��- .∎.•..-_ A •! ,1iS' 11111/11111 21111111111111111111 ii�l-f IN 111111111E [u.ru 11 1111111111111111111 • a -. .i 11:111111111ff1n1111111111111111M111111111111/111111111111111111111101!311 11111111111111111111 I 111111111111111H111111111111111 — ` ° 9 111111111111111 1 11111111111111111 �11111111111111111111i! • muumuu mminimu 1111.Innmhulmlml f ME \ EITFATITEITICKI 1111111111 � '1111i1111- -- -" 1 11111111L:11111111 Illlll 11111 1111:•I111:I1111111111111 T.D. PLA +2q 1 -0II TILT -UP CON RETE PANEL DEGORATI TILE, TYP. FROSTED G AZI 6 T.O. PLATE TILT -UP CONCRETE PANEL TILT -UP CONCRETE PANEL - TENANT SIGNAGE AREA. TYP. E.I.F.S. CORNICE, TYP. METAL COPING, TYP. STEEL CANOPY, TYP. CANOPY ROD + PLATE, TYP. EXTEOR LIGHT FIXTURE, TYP. TENANT SIGNAGE AREA FROSTED GLAZING, TYP. BRICK VENEER-ACCENT, TYP. BRICK VENEER, TYP. CONCRETE REVEAL, TYP. T IL T- uP CONCRETE PANEL R OF TOP HVAC UNI BEYOND, TYP. C NOPY ROD + PLA , TYP. TI T -UP CONCRETE P NEL I T.O. PLATE STORE - FROM GLAZING>F STOREFRONT SYSTEM, TYP. CTRL. JNTS. 6 E. SPACES ,W7 ENT WINDOW MLLIONS STUCCO CONTROL J STUCCO FINISH J.F.S. E CORNICE, TYP. METAL COPING, TYP. E.I.F.S CORNICE JOINT TYP. T.O. PLATE T.O. PLATE +21 �O.I PLATE T.O. PLATE +30 - 0° TILT -UP CONCRETE PANEL BASE EXTERIOR LIGHT FIXTURE, TYP. TIL TIL 111111f111lllllillllllll IIIIIIIIIIIIII IIIi11111111111111 STOREFRO STOREFRI FABRIC TILT -UP CO TILT -UP GOT TILT -UP CAS E.I.F.S CORNICE JOINT TYP. CONCRETE REVEAL, TYP. PANEL JOINT, TYP. TILT -UP CONCRETE PANEL DECORATIVE TILE FROSTED GLAZING E.I.F.S CORNICE JOINT TYP.I UP CONCRETE PANEL UP CONCRETE PANEL T.O. PLATE T GLAZING, TYP, SYSTEM, TYP. ING, TYP, CRETE PANEL -BASE. CRETE PANEL CRETE PANEL STOREFRONT GLAZING, TYP. STOREFRONT SYSTEM, TYP. FABRIC AWNING, TYP. 'N' BUILDING WEST ELEVATION T.D. PLATE +35'_0" 1 111111111111111111111111M111111 111111111111111111111 1111111111111 1111111111111 1111111111111.111'11111111 �.. °E N * P14 :111111 M111111111 311 1111111 NI I I I\ I I 1 1 1 1Ir11111Ullll 11111111111111111111 11 IIlIllllllllll Illllltnlllllllnllil IT llllullllllflllflltll 11111111111111 !minim ilium .1111 } }U ;:;;;nlllul IIIIl11111111111111111111t11111: 1 h S minim! Illllllmllll11il1C l y •.T q. �f .JT I... .4 1 I gg flllfl111111r111111111 11111111I111fllril1111111111111111111 Illllg— -� 11111E111111111 1111 mmHg Iii 01 t a: INN 11111111 1111.1 LI! I rla- m arra ÷:= 111"11111" " M ffl ,. : ,,4:11 - n: :((' . : lllilr+ .... 1:o= ::�= :=n.;ED =13.: o :o ®::0 = 'Fiiir "I ;i ;y'_" I • : ; —_ 1 _ 111111111111111111 IIIIIII1111I11111111I111IllllilIIIIII11 1111111111 1111111111111111111111 717/ '�' /_'li+ V,Fl IIn11111I111I11111111I1111111111I11111111i111111 1111111111I II111I11111I1i111llIIIIIl IIlI IIIIr111r111111111111111111 111 11111111111111111111111111111111 1 1 ! :;I ! : ? 1. I III 111111111111 11 1111111 llII 1111111111I 1I1 I IILIII�IIII�I�I��I I 11111111111f1Mil II 1 min11111f111flma umu mni u ul €1 1 . ... 1111uuul 111M111111111111111 1111 : n: 111111111111L 1 1111111111111111111111111 Ni∎T_111:°"' —r '� _ - - -- NDOW MULLIONS STUCCO CON OL JOINT, TYP. STUCCO FINIS E.I.F.S. CORNICE, TYP. METAL COPING, TYP. T.O. PLATE E.I.F.S CORNICE, TYP. METAL COPING DECORATIVE TILE, TYP. CONCRETE REVEAL, TYP. FROSTED GLAZING BRICK VENEER, TYP. BRICK VENEER -ACCE T, TYP 111111111=1111•11111111111111 111111111111111111111111111111111111 :r te II111111111111nlllnulll 11111 FABRIC AWNING, TYP BRICK VENEER, TYP. BRICK VENEER - ACCENT, TYP. STOREFRONT SYSTEM, TYP. T.O. PLATE +32 -0" TILT -UP CONCRETE PANEL T.O. PLATE +22 -a 1/2 TILT -UP CONCRETE PANEL TILT -UP CONCRETE PANEL - T.O. PLATE +35 -D" 'N' BUILDING SOUTH ELEVATION TILT -UP CONCRETE PANEL TILT -UP CONCRETE PANEL TILT -UP CONCRETE PANEL SCALE: Iv6° =1 T.O. PLATE + -o STEEL CANOPY, TYP. EXTERIOR LIGHT FIXTURE, TYP. 'N' BUILDING ANGLED WALL ELEVATION RECEIVED CITY OF TUKWILA AUG 2 8 2007 pbtruvii - I ulN I ER CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE BUILDING 'N' 17100 SOUTHCENTER PARKWAY TUKWILA, WA ELEVATIONS FOR 'N' BUILDING KEY PLAN REVISIONS DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: N BUILDING PERMIT SUBMITTAL : 12/01/06 PERMIT RESPONSE : 12.15.06 CITY PERMIT COMMENTS : 01.05.07 FINAL CONSTRUCTION SET : 01.05.07 OWNER REQUESTED REVISION: 04.16.07 PUBLIC WORKS REVIEW RESPONSES: 05.11.07 A REVISION TO PERMIT #D07 -165 : 08.08.07 REGISTRATION 1 FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KRKLAND, WA 98033 P:425.827.2100 F:425.828.6899 MW 09/01/06 A03 -446 08/17/07 1106 A03- 446 N A4.0.dwg N BLDG WEST & SOUTH ELEVATIONS SHEET N A4.0 amemIsmitinseassassose Copyright 2007 Freiheit & Ho Architects, Inc., P.S. 1 _Li ..._LtIII T.O. PLATE :1 MDR u NMI 111111111 111111!11 11111111 1111111111111 111111111111111111111 1111111111t III��I 11111111111111111111 101 — -- Ii111111 I11�� 11Ir1•1I1rrrrlrl ■mmiams � 11111111,11111111111 III m11111111111111111111l IlI1111,1111111111 1 111tlnllllinin111 11.1 1111 1111111 I 1 11111111111 11111111111111111111 11111111111111111111 11111111!11111111111 I TILT -UP CONCRETE P • NEL TILT -UP CONCRETE Pr �NEL T.D. PLATE +22' -1 1/2" 15.0. CEILING '1'18 -0 T.O. SLAB +0 -0 T.O. PLATE +22 B.D. CEILING +18 T.D. SLAB +0 RICK VENEER - ACCENT, TYP. ILT -UP CONCRETE PANEL TSIDE GLAZED STOREFRONT OUTSIDE G AZED STOREFRONT DISPLAY WINDOWS @ DISPLAY WINDOWS EXTERIOR LI BRICK VENE BRICK VENE T.0. PLATE T.O. PLATE f +211 -0" HT ItIXTURE, TYP. R, TYP. R- ACCENT, TYP METAL COPING, TYP. E.I.F.S. CORNICE, TYP. TILT -UP CONC. PANEL E.I.F.S CORNICE JOINT TYP. T.O. PLATE E.I.F.S. CORN CE, TYP. METAL COPT G GAS METER If EYOND, TYP. STOREFRONT' GLAZING, TYP. STOREFRONT SYSTEM, TYP. STEEL CANOPY, TYP. CANOPY ROI + PLATE, TYP. ROOF TOP HVAC UNIT BEYOND, TYP. E.I.F.S CORNICE JOINT TYP. E..F.S CORNICE JOINT TYP. T.O. PLATE STEEL CANOPY, TYP. +52 TILT -UP CONCRETE PANEL TILT -UP CONCRETE PANEL TILT -UP CONCRETE PANEL HVAC ROOFTOP UNIT BEYOND, CONCRETE REVEAL, TYP. T.O. PLATE 1 11 OVERFLOW, TYP. 'GALE: I /8 " =I' -o" BRICK Vf�IEER, TYP. VENEE BRICK R- BRICK NEER - ACCENT, TYP H.M.DOOR + FRAME, TYP. T.0 .tA TILT -UP GONGiEETE PANEL CONCRETE REVEAL, TYP. LI HT POLE. TYP. i ��l 11111111111111111111 - T.O. PLATE +22 -q 1/2" 11111IIIta 11111111 111111111111111111 ��II 11111!1111111111111111 IIMI1i111111 111n1111nnnm 111111111111111111111 11111111 1111111 "a • 7 1111111111111ti111111 1111i111i1i1t871ai 11111111111111111111111 I III ! ,ll 19111i11111 .111 1 11l11 11r II 11 1111 111 111 ! 111111111 !111111111111111111t111111I111 lll � �� A - r�� ��� —_� • r = =� '. w = www1.I v Mw1nY✓ v�r 'rt+4wIM w1 wwr 11 '..Iwi� nw—iv . r w— �- -...._ � . ....._..� . o ._._ 9 1111111 �A I�II�I��IIIII II llll�l[ � IIIII �lll ,1� III II , IMO �� �� E 111 � PRIM I � �I b L� II II �l ,I l� J � ���� ,1111 I1111111� IIIIlll I . • 11111!,mint:!Illllllllllllllll muni mninarin oulillll! :n J:411111111 II dllonmin IIIDII111 C �jllnlll 111111111 minim 1 nllllllllllill111111111 Al 1 111 11 1 1111111 ill H1111 111111 111 Ipllllllltlinpl lllnlllllln 111 1 tl 111111 li Ill! 111 11 II 111111111111111111111 II 111111111111111111 II 11 1111 111111 1'r 1111111111111111 ■11111tin1111niiit11111i 1111111 11111 II 111111 n: III1111111111I111I a �o .I 1 I I I - I . II�I1 1 11! I 1i� !1111 1,IJ�IIIVV�I i X1...1.. .1 111111111 I ill 1 111 11/1111/111 1111t1 I 1 t 111!111 + ��7IIU4 11111111 A 1 1111111 !111111 is `-ti PLATE , -q 1/2" r +26 • 111111111111111M■1 T.O. PLATE +22- ROOFTOP HVAC UNIT BEYOND, TY TILT -UP CONCRETE PANEL TILT -UP CONCRETE PANEL CONCRETE REVEAL, TYP. E.I.F.S CORNICE JOINT TYP. T.O. PLATE 111111111111111111111111111111 11©11© 1��I�lunnlnn 11'111111n11111n111 1_11 MI IMO I 1111 1 11111 I t l 1111111111111 t 11 11111101111111111111111111111 II minim illt1111tlt1t1111111! J .............. 1111111111 111 11111111111Q:Iillllih n1111111t11W1n11! °`31G�iPn�:H a '411ZIASOZZ:tM V 't5Y'.',; wTi:IL9h'Si.4:S"a• GAS ETER, TYP. TILT -U - CONCRETE ANEL TILT -UP CONCRETE PANEL T.O. PLATE WIw LIGHT POSE_ T.O. PLATE +22 -q 1/2" T.O. PLATE +26 w1111111 'N' BUILDING EAST ELEVATION g mims E.I.F.S. BAND CONCRETE REVEAL, TYP. T.O. PLATE T.0. PLATE / +2q' - D" TILT -UP CONCRETE PANEL TILT -UP CONCRETE PANEL E.I.F.S. CORNICE, TYP. PANEL JOINT, TYP. - METAL COPING, TYP. STOREFRONT SYSTEM, TYP. T.0 PLATE OUTSIDE GLAZ D STOREFRONT @ DISPLAY WINDOWS SCALE: I /8 " =I' -O' SCALE:: I /8 " =1'-O" T.D. PLATE / +2q' -0 EXTERIOR LIGH FIXTURE, TYP. OUTSIDE GLAZED STOREFRONT OUTSIDE G AZE DISPLAY WINDOWS @ DISPLAY WI 'N' BUILDING NORTH ELEVATION T.O. PLATE +35 -0" $ T.O. PLATE +321 -0" v T.O. PLATE +22 -q 1/2" B.O. CEILING +18 T.O. SLAB 1 11 Y - +O 0 STEEL CANOPY, TYP. O2 'N' BUILDING NORTH ELEVATION REVIENVED FOP, CODE GOB pp .O' A 1G - 6 no City TukrN la BUILDING DIVISION hoS' STc 0WS RECEIVED CITY OF TUKWILA AUG 2 8 2007 PERMIT GEN I EH CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE BUILDING 'N' 17100 SOUTHCENTER PARKWAY TUKWILA, WA ELEVATIONS FOR 'N' BUILDING KEY PLAN REVISIONS 6395 t DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: N BUILDING PERMIT SUBMITTAL : 12/01/06 PERMIT RESPONSE :12.15.06 CITY PERMIT COMMENTS : 01.05.07 FINAL CONSTRUCTION SET : 01.05.07 /5\ OWNER REQUESTED REVISION: 04.16.07 PUBLIC WORKS REVIEW RESPONSES: 05.11.07 U[3 ' ' : I. 1,'It41.:LsZC: p STATE OF WASHING Ar:.H EC REVISION TO PERMIT #D07 -165 : 08.08.07 / REGISTRATION / FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRKIAND, WA 98033 P:425.827.2100 F:425.828.6899 MW 09/01/06 A03 -446 08/17/07 1108 A03- 446_BLD0 N_A4.0.dwg N BLDG EAST & NORTH ELEVATIONS SHEET N A4.1 Copyright 2007 Freiheit & Ho Architects, Inc., P.S. 6 • 1 1F.: - . <44B i+i�'rM e[•815's�iI19ai �N� �: ate - ra " a � a r s ENTRY COURT Decorative paving, seatwall, (1) receptacle, (2) movable NORTH planters,trellis, raised planters, trees, shrubs, hedge, ornamental BUILDING asses, vines, and groundcover BUILDING ENTRY Decorative paving, accent paving (2) double benches (no back), bollards, (1) receptacle, (4) built -in planters with trees and seasonal color, (4) movable planters with seasonal color SERVICE AREA Screen wall, trees, shrubs and groundcover COURT Bench with back, (1) receptacle, (2) movable planters decorative paving, trees, shrubs and groundcover ® arer NISd E11ws wafxa IR a t t ► 4♦ > /+ 4 AMONISMINVIENBOU . i PEDESTRIAN WALWAY Decorative paving, (2) receptacles, trees, 'shrubs, oundcover, and seaso `➢IaAC�lf�lI�1 ENTRY COURT Decorative paving, seatwall, (1) receptacle, (2) moveable planters, trellis, raised planters, trees, shrubs, hedge, ornamental grasses, vines, and groundcover BUILDING ENTRY Decorative paving, accent paving (2) double benches (no back), bollards, (1) receptacle, (4) built -in planters with trees and seasonal color, (4) movable planters with seasonal color SOUTH BUILDING COURT Bench with back, (1) receptacle, (2) movable planters decorative paving, trees, shrubs and groundcover SERVICE AREA Screen wall, trees, shrubs and groundcover •i. �fi ssaa,� uiP�O a d��f! � �I Z maw _ � Ira _ yya�m , . + � �7 _ ^�" aR1q At; �..:� ®'11I► r ■ �� ■a �rr �!Cl1�I�!�1 = : . 1� � a ail )i� •� q v E'J1 � I ..,� 1 vrt+ v 1� w .•- • - -• -- '`-r yrr.. i °-� w..•�: ���, � ■ F.,:.a :�;,����,qC 13f,�.�7,�:319 'dy"�� .e■ pEy�1 � I1 �� f e �� l � :.:.. 6 � �9a9�:fQf'.��;;r;.:if01 i � - -� - V ••• . -. -... _.. .___..... ate7w �r.� �I�% l0if��ea9l�� V �_ e 171 �. �.1<I ib�� �Hf r 3 ,a ;ter �E.. :� e � .r- �afr - y �_ ._ _ � f �,, �.� - - -• - -- • . � __w.�•;�' iti�11� n.�w•- Olr` . A�1 �1�1� e � ° �' q. w�. 1 ,. / ♦ Tj �py rry�e - p{,'• a�.� . �l \Sim J ��.E7 � Jpp��� � � ''�' F'J - p�o:• _ ' 2 CI■RMN ^te NU �' %• �'�� • ~ `.�lS E�j�� • Q . �RR� � /otl ?_+J �\.w. \��7�li�i`� �• . ' T; C' :: J. .I. • � C .Nl�lr i� "',�,,.i. �V .p er' �: � � � � �� / � ` .I r z : ■ �� �. a 777 4kIF:. f4�. �v��r s r. ait 4 rat SilliNkatm 11 MRS= PAVILLION Raised planters, (2) benches with backs,(3) receptacles, trellis, seasonal color and vines PEDESTRIAN WALKWAY bollards, (2) receptacles, trees, shrubs, groundcover, and seasonal color --� : .�.....G, • ,� SoUTI4CEN ����1ei ! DAZI11 ® 1.1_ 31111!E311111 = alM WA1MPS2::= ::1•'f� i ,.�a � te.,:. a• - y - �I �• =�� ..�. =;oar �Tae,.� - �.. �r..,.�� �`��r����,���:��� F`�����'��s= ���,�,� �r ;� r•a•� ►' +.:�! trellis, seasonal color and vines MI MUM • � IMMO Iw IO1Ai- taltZ sewn Gi1;I L lid; i El 22 SIB ab SSE, mama alma MIN -/ass et igf ill�i p ia a kit am Sits Miff ge MKS KOHL'S ENTRY Raised planters, receptacle, trees, shrubs, and groundcover KOHL'S ENTRY SIGN Raised planters, KOHL'S S (1) receptacle, evergreen Il hedge and seasonal color KOHL'S ENTRY Raised planters, (1) receptacle, trees, shrubs, and groundcover ROW EAST STREET Pedestrain sidewalk, street trees in 4' x 6' trees pits with pervious paving and groundcover BUFFER PLANTING Screen wall, trees, shrubs, groundcover and lawn IRRIGATION Kohl's parcel irrigation meter f - / / / / % / / /! / oil / /! / ! WALKWAY (4) raised planters with built -in benches, (4) receptacles, low trees, shrubs, groundcover, and seasonal color PLANTING BUFFE R PLAN (6) raised planters with seasonal color, shrubs and groundcover O �9�tli TA 1 • VI :�. r ria •. M WN eQi ± `11 •,: ' M1 MO NM NM Na MI EU- IBS M 4�'l/' MO MM ! M1 • F +4 M ENE INS am Iv Apr Afitt IFIL a� ne.8!! ' � Si so `•' + ice +•• • �i 'i ` m■: _te �r f - R 41 I _ A 111.martmeldwr I AI LW' A 77r Aire 7�p► �C�,E�.� .;�. �,r� .111•.,,.. �r saw il►��A ���ic�yl�y -s ' r.`. i ` y a :v ,4 4 1� BUILDING CO' Decorative paving stairs, raised plant shrubs, evergreen groundcover MAIN ENTRY Entry monu as n planter, spec' - shrubs, seaso i al and groundco e ENTRY SIGN Ornamental grasses, hedge, seasonal color and y oundco er ROW SOUTH 8' pedestrian si street trees wit ENTER P '! WY ew . lawn SITE PLAN Scale: 1" = 40' -0" BUILDING CORNER Decorative paving, raised and at grade planters, trees, shrubs, groundcover and seasonal color CORNER ENTRY BUFFER PLANTING Specimen tree, street trees, evergreen Trees, shrubs, and hedge, and groundcover groundcover BUFFER PLANTING STREET LIGHT See lighting plan See lighting plan 10' pedestrian sidewalk, street trees in 4' x 6' tree pits with pervious paving and groundcover ROW NORTH STREET BUFFER PLANTING allow ..,� ter' „t t rs r ress ` � �`�► • ►" Ord GENERAL NOTES: 1. Verify that existing conditions are correct prior to initiating work. Notify the project superintendent of conditions that require modification in order to complete work as shown in the Construction Documents. Proceeding with work signifies acceptance of existing conditions. 2. Construction Documents (drawings and Specifications) are the primary guides to design intent. 3. Landscape Plans, Details, and Specifications include information related to site preparation, planting & soil placement, and landscape irrigation. 4. All specifications and standards apply to both the Kohl's parcel and Southcenter Square parcel. 5. See Architectural drawings related to code compliance requirements and building design. 6. See Civil drawings for grading, drainage, utilities, and location of hardscape elements. Verify congruency of information as related to Landscape, Architectural, and Civil Drawings and notify consultants in the event of conflict for final resolution. Trees, shrubs and groundcover BUFFER PLANTING Trees, shrubs and groundcover OUTLINE SPECIFICATIONS Veh. Egress A. PAVING: see Architectural drawings B. WALLS AND PLANTERS: see Architectural drawings C. SITE FEATURES 1. PAVILLIONS and TRELLIS- see Architectural drawings 2. MOVABLE PLANTERS A. North and South Building Main Entries 1. (Against Building) Wausau Terraform, TF4195, Weatherstone finish, buff color, 36" square x 30" height 2. (With frees) Wausau Terraform, TF4205, Weatherstone finish, buff color, 60" square x 36" height B. North and South Building Courts 1, Wausau Terraform, TF4095, Weatherstone finish, french gray color, 36" daimeter x 26" height C. Pavillions 1. Wausau Terraform, TF4180, Weatherstone finish, french gray color, 96" width x 30" depth x 30" height 3. BENCHES 1. Urbanscapes Furnishings, Butler Series, BU1113C 72, textured black 4. RECEPTACLES 1. Urbanscapes Furnishings, Butler Series, TG3F33S, textured black 5. BOLLARDS- see Lighting drawings IRRIGATION Southcenter Sqaure parcel irrigation meter NIN � � i,a� Ti�lll s�a'� ®��a7l�"��e��� a��f3l�c� � ®I '�.a�nn•�� ; '. ....... +�+ >�1 ' � 1 ���t��a���eeaR �aw�a 1� !s�>�� � % / /I // . ' ��` • � w, a; � � � , � �� e / j;• ' HARDSCAPE/LAN DSCAPE LEGEND 1) PAVING 2) PLANTING cir 3) SITE FURNISHINGS milmm O 4) LIGHTING PERIMETER BUFFER Evergreen hedge DECORATIVE PAVING: FIELD DECORATIVE PAVING: ACCENT DECORATIVE PAVING: BORDER WALKWAY/ ROW SIDEWALK SHRUBS, LAWN, GROUNDCOVER AND SEASONAL COLOR BENCH RECEPTACLE MOVABLE PLANTER BOLLARD (see architectural plan) LOT LIGHT (see architectural plan) STREET LIGHT (see lighting plan) SHEET INDEX L -1.0 - L-2.0- L 2.1 - L-2.2 - L-2.3 - L-3.0 - L -3.1 - L-3.2 - SITE PLAN LANDSCAPE PLAN: LANDSCAPE PLAN: LANDSCAPE PLAN: LANDSCAPE PLAN: IRRIGATION PLAN: IRRIGATION PLAN: IRRIGATION PLAN: NW SECTION NE SECTION SE SECTION SW SECTION NW SECTION NE SECTION SE SECTION L -3,3 - IRRIGATION PLAN: SW SECTION L-4.0 - LANDSCAPE DETAILS L-4.1 - IRRIGATION DETAILS REVISION NOTES (5- 16- 2007): 1. At all locations where architectural, civil or hardscape revisions have occurred, the landscape has been modified accordingly in plan and in the plant list. This includes the northwest corner of the North Building, handicap ramp locations along Southcenter Parkway, southwest corner of Building S, southwest corner of Nordstrom Rack, and the southeast corner of the site. 2. Landscape irrigation plans have been revised to provide full coverage to areas of landscape that have been modified. Indicates the location of specific modification or revision to the previous PW -158 submittal. ECEFVELQ CITY CF TLI KIM LIo MAY 212007 c CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE TUKWILA, WA KEY PLAN BUILDING PERMIT SUBMITTAL : 10/10106 BAR MINOR MODIFICATIONS :10125/06 TENANT REVISIONS :11/03/06 A COORDINATION I CITY COMMENTS : 11/17/06 A PROGRESS SET :12.04,06 1 PANEL REVEAL REVISIONS: 12/05/06 CONSTRUCTION SET: 01/12/07 PUBLIC WORKS REVIEW RESPONSES 01/22/07 OWNER REQUESTED REVISIONS 02105/07 PUBLIC WORKS REVIEW RESPONSES 5/16/07 INTEGRATED SITE DESIGN LANDSCAPE ARCHITECTURE. PLANNING. DESIGN 12743 28th Avenue NP Seattle, Washington 98125 (208)983 -9049 FAX 982 -8480 w w w.I- S -D.00m FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUTTE 300 WAND, WA 98033 P:425.827.2100 F :425.828.6899 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: RHGR, SM 5 -16 -2007 A0 -446 5 -16 -2007 Site Plan L -1.0 'NOT FOR CONSTRUCTION' Y -4- • Lawn Kobu - magnolia Buxus sem • ervivens he • _e Cotoneast ast ' .c. TR Magnolia g. (tree Miscanthus sinensis Osmanthus h. 'Goshiki' Buxus sem • ervivens • ed ' e Mahona re • ens an ' • a d. ' lum Passion' P • VIL ON/ P DES ' •� W Se sonal Cola Mix Fra aria chiloensis Helictotrichon sem • ervivens Acer :innala tree Ra •hiole • is indica Ba Breeze' Pittos • orum tobira 'Wheeler's Dwarf S: ason• i Col •: Mix 6 (se- plant • t TE ' AT ..C. P Corpus kousa (tree) Ilex crenata Plant Mix 3 (see plant list) PARKING ISLAND Acer ginnala (tree) Spirea japonica Cotoneaster damerii 'Lowfast' (g.c.) Er1111111111111111111 1 1 1 1 21,1111111111111.1hall w anur-'' N . • �..4 v fi��•7.yf� �• ' e -locate n of A ram � . �m 4 r rte' bw ET/ rr•r rrf�r_f • l.caaanaaod4aaan 1T`�I O ''f; c 6 0ZFIIl:7_'Y['Ct11:1:1'f 1;1:►:i. tA:'"�:]t , :aw 1 m m 0 +Ti l Q 3! + Q'•;';A:via -.9r '� Lath- u l�GLi~r e - }'•r rein a a c r att � ttttaaattaua•a•- V Q y .. �7T111 f �:GTmm_(A�.+ :Gl_.;7� • _- .....;.•.--- - attnaattc anattoa.'p����:.oa q - • Phormium ten Seasonal Color Mix S see slant list Seasonal Color Mix 8 (see plant list) Phormium tenax BUFFER PLANTING Betula • a • Tern tree Nandina domestica Leucothoe axillaris E • imedium rubrum .c. Sarcococca h.h. .c. PLANTER AT BUILDING ENTRY Seasonal color Mix 7 see • lant list in •lanters Seasonal color Mix 12 (see plant list) with trees • �' >. ?`•• :w: mss,': -:4 r s ir / iw / irr���sa`i�aiii �' �'• 'N`r // Ili / /)�iK Cl �C ill -• f IY.F weO!�J� •xLa = �,�"•�xw= �� ,'. =t trr E • im • ium rubrum Pittos • orum t. Wheeler's Dw Viburnum davidii Acer • almatum tree Molinia caerulea Seasonal Color Mix 5 see slant list PARKING ISLAND Acer grinala (tree) Spirea japonica Cotoneaster damerii 'Lowfast' (g.c.) SERVICE Ceanothus 'Julia Molinia caerulea B. iunber 'C Seasonal Color (see plant list) EN 'Y Acer r. 'Bowhall' (tree) I Prunus laurocerasus'Otto Luyken' I Hydrangea serrata'Preziosa' Rubus calycinoides (g.c. P• 1I O P DE T F a_ari: chit Ma •olia andiflora tree Helictotric i • n sem • ervivens Ra•hiol- •is indica'Ba Breeze' Pittos • arum tobira 'Wheeler's .Dw Seasonal Color Mix 6 see • lant list IRO ItIC# I I. NMI rr:>t� KIM Clematis montana Parthenocissus tricuspid= and Thymus p aecox, typical Magnolia grandiflora'Edith Bogue' (tree) ATC Ti ON INE (SW Sec on Shee Scale: 1" = 20' -0" L -2.3) r' r {�•a� LANDSCAPE PLAN: NORTHWEST SECTION 0 10 20 PERIMETER BUFFER Viburnum tinus Thu'a occidentalis 'Emerald Green' R4 Fp t147t tty , . PI t•1 Photinia glabra REVISION NOTES (8 -21- 2007): M 1. At all locations where architectural, civil or hardscape revisions have occurred, the landscape has been modified accordingly in plan and in the plant list. This includes the northwest corner of the North Building, handicap ramp locations along Southcenter Parkway, southwest corner of Building S, southwest corner of Nordstrom Rack, and the southeast corner of the site. 2. Landscape irrigation plans have been revised to provide full coverage to areas of landscape that have been modified. e ll Indicates the location of specific modification or revision to the previous PW -158 submittal as revised on 8 -21 -07 as follows: Sheet L -2.0 • North and NW portion of North Building - modify plantings to accomodate revised paving, steps, and retaining walls • Center planting beds at Southcenter entry drive - modificdation of plantings to accomodate the lowered planter walls and addition of PW required building address numbers. Sheet L -2.3 • South and SW portion of South Building - modify plantings to accomodate revised paving, steps, and retaining walls • Center planting beds at Southcenter entry drive •- modificdation of plantings to accomodate the lowered planter walls and addition of PW required building address numbers. Sheet L-4.0 • Plant List revisions as required in response to changes in hardscape at the North and South Buildings. i T\ WIG BLVD. PLANTING STRIP -�•0 Acer rubrum 'Red Sunset' in 4' x 6' planting pits "Hastings Checker Block " pervious paving and rubus calycinoides groundcover continuous typical "al 1 -t,- • - - rc. n npv. GENERAL NOTES: LANDSCAPE NOTES: 1. Verify that existing conditions are correct prior to initiating work. Notify the project superintendent of conditions that require modification in order to complete work as shown in the Construction Documents. Proceeding with work signifies acceptance of existing conditions. 2. Construction Documents (drawings and Specifications) are the primary guides to design intent. 3. Landscape Plans, Details, and Specifications include information related to site preparation, planting & soil placement, and landscape irrigation. 4. All specifications and standards apply to both the Kohl's parcel and Southcenter Square parcel. 5. See Architectural drawings related to code compliance requirements and building design. 6. See Civil drawings for grading, drainage, utilities, and location of hardscape elements. Verify congruency of information as related to Landscape, Architectural, and Civil Drawings and notify consultants in the event of conflict for final resolution. 1. See Landscape and Irrigation Specifications 2. Landscape Plans include Planting Plan, Plant details, and Plant List 3. Landscape Plan sheets include L 1.0 with general information at 1" = 40' scale. L 2.0, L-2.l, L -2.2, and L-2.3 with detailed plans indicating plant layout at 1" = 20' scale. See sheet L 4.0 for plant lists and planting details. 4. Street trees shall be per approved City of Tukwila species,size, and spacing. 5. Landscape Buffers and plant species, size, and spacing in the buffers shall meet or exceed City of Tukwila code requirements. 6. Seasonal color referred to on Landscape Plans and Plant List shall consist of hardy perennials, low ornamental grasses, low shrubs, and low groundcover. The character of the plants shall be selected based on pronounced foiliage patterns and colors, colorful but complimentary blossoms, and varied overall texture and scale. The exact species and culitvars shall be determined based on plant availability at time of plant acquisition. LEGEND: 1) PLANTING COTONEASTBR DAIIERI'LOW FAST SARCOCOCCA HOOKERANA HUMILIS EPaIEDIUM RUBRUM RUBUS CALYCINOIDES ARCTOSTAPHYLOS UVA -URSI FRAGARIA CHILOENSIS PLANT MIX 1 (see plant list) PLANT MIX 2 (see plant list) PLANT MIX 3 (see plant list) PLANT MIX 4 (see plant list) PLANT MIX 5 (see plant list) SEASONAL COLOR LAWN SHRUBS AND ORNAMENTAL GRASSES off /� L LI Spirea japonica BENCH RECEPTACLE MOVABLE PLANTER BUFFER PLANTING Betula - Birch tree Berberis t. 'Rose Glow' Euonymus alata Berberis t. 'Crimson Pygmy' Ceanothus 'Julia Phel 2) SITE FURNISHINGS mow 0 3) LIGHTING 0 BOLLARD (see lighting/civil/ architectural plan) ON -SITE DOLE LIGHT (see architectural plan) STREET LIGHT (pee lighting/civil /architectura plan) Escallonia lang. 'Pride of Donard' Epimedium rubrum (g.c.) VINES TREES MATCHLINE (NW Section Sheet L -2.0) A'TCHLINE (SW Section Sheet L -2.3) o iCO 't16) \-.1 V 03 ? e 0 _2 i cm 1. 0 SW SITE REFERENCE SHEET INDEX L -1.0 - SUE PLAN L-2.0 - LANDSCAPE PLAN: NW SECTION L -2.1 - LANDSCAPE PLAN: NE SECTION L-2.2 - LANDSCAPE PLAN: SE SECTION L-2.3 - LANDSCAPE PLAN: SW SECTION L -3.0 -- IRRIGATION PLAN: NW SECTION L -3.1 - IRRIGATION PLAN: NE SECTION L-3.2 - IRRIGATION PLAN: SE SECTION L -3.3 - IRRIGATION PLAN: SW SECTION L-4.0 - LANDSCAPE DETAILS L-4.1- IRRIGATION DETAILS m NE SE PARK Pyrus c Spirea 1 Cotone. PAVILI Pyrus ca Spirea ja Cotonea. PARKIN Acer grin Spirea jar Cotoneasi MATCHL: MATCHL; A RECEIVED CITY OF TUKWILA AUG 2 8 Z0u/ PEHMI7 C' NtER CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE TUKWILA, WA KEY PLAN REVISIONS BUILDING PERMIT SUBMITTAL :10110106 BAR MINOR MODIFICATIONS :10(25106 TENANT REVISIONS :11103/06 COORDINATION / CITY COMMENTS : 11/17/06 PROGRESS SET : 12.04.06 PANEL REVEAL REVISIONS: 12/05/06 CONSTRUCTION SET: 01/12/07 PUBLIC WORKS REVIEW RESPONSES 01122/07 OWNER REQUESTED REVISIONS /8\ 02/05/07 PUBLIC WORKS REVIEW RESPONSES 3/20/07 PUBLIC WORKS REVIEW RESPONSES 5/16/07 OWNER REQUESTED REVISIONS 8/08/07 #DO 707165 DRAWN BY: DATE: PROJECT NO: PRINT DATE DRAWING NAME: 'NOT FOR CONSTRUCTION' 10 ISD INTEGRATED SITE DESIGN LWNDECAPE ARCStTECTORE, PLANR7M . DESIGN 12743 28th Avenue NE Seattle. Washington 98123 (208)363 -9049 FAX 382 -8480 wwwI-- S-D.cam REGISTRATION FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SUITE 300 KIRIQAND, WA 98033 P:425.827.2100 F425.8284899 RHGR, SM 5 -16 -2007 A03-446 5-16-2007 Landscape Plan: NW Section L -2.0 /// �' "� W minim ,mow; - - �f�"1�#ii I�..:r >��� �5 � Pm sp ��.%ri,.� r r / � �„ %fi %r % %/ i / '�/ % ", . . // i 1ti� , • , � `� M /�I // � / � � � ri i / i � l / i % mill", i7 � i fi. _.f j - /�, / /�i_ . />•i. / /� �. % / / /'.. /i /! /f / / �i i !/ /� r r � ��f/ / ii f f - i�f /J' r * �i�- v r 4 !/ � :• - .i - t i _ /: //f _ � ti / /, / // : , / i j � /Ji ...Al /� /� i." �� %� % � / , / � r • fl f �I. . _ //� f 1 /..• % r ft ' 6�/ �" r/ / !/ r� r ._1I j / ® ► f / �i / T% ` � / / /�i' l / �� /,, 4 ,. ' i � / : . f �� / i ., / //. . f /.I, / / / / / � / /// in _......_ .. 1.1.4/ ...• �� � � % �i � v: . . �KKiK•�� - . . ..�! T� f / S 'tKaK = =r r F kT ; Afj r te + . � i . w�,. � / / / /�l /! / /�� /l / i 1 f / / / / /01.. . = _,.._: , r. y.: v.' �� / ice % /i I tIK yoi.- _ra,K:.SY 7V 'ell NE I -, ttAttikI smacifi SINICIO Mr 15 MI bat hulL "iii" "„U it r�e�0 - "NMEll] No ite I I , ilia I f 111 111 �1 -,x L_ N��) Iii III hihhiL i:iuuiiii u uuir - ,,,i,„ L intime___ ensign 1 tIv . o -• tioo -, 0 mow P F Y WlI mumair 11111511 innemme ngiriSlifik j/A ; i R ❑4 liAL;;:-:4T ; v. v+ Vgvv VVVV l vV V VV Q Q VV avvvv VVVVV VVVVV VVVV VVVV VVVV vvV VVV vvv VVV vvv vroroQ Cotoneaster damerii ' Lowfast' (g.c.) PAVILLION: AT GRADE PLANTERS Pyrus calleryana'Redspire' (tree) PAVILLION: RAISED PLANTERS Acer palmatum '.Dissectum' Seasonal Color Mix 9 (see plant list) Clematis montana Parthenocissus tricuspidata and Thymus praecox, typical PLANTER AT ADA ENTRY Berberis t. 'Crimson ' - PLANTER AT BUILDING ENTRY Crataegus x lavallei (tree) Building Uplights Viburnum tinus 'Spring Bouquet' Rubus calycinoides (g.c.) Molinia caerulea Vinca major Epimedium rubrum Leucothoe axillaris Acer rubrum 'Red Sunset' in 4' x 6' planting pits "Hastings Checker Block" pervious paving and rubus calycinoides groundcover continuous typical PERIMETER BUFFER Thuja occidentalis 'Emerald Green' Photinia glabra Viburnum tinus Cotoneaster d. 'Lowfast' Epimedium rubrum Rubus calycinoides a v aVa a y U con N *1 a 4., V 0 c,, cv coo cla Ef,P 4M4finallrfr i ti l ik71 1 PARKING ISLAND Acer griseum (tree) Cotoneaster damerii 'Lowfast' (g.c. WIG BLVD. PLANTING STRIP Acer rubrum 'Red Sunset' in 4' x 6' planting pits "Hastings Checker Block" pervious paving and rubus calycinoides groundcover continuous typical Agr -2.0) MATCHL (NE Section Sheet L -2 1 2.3 MATCH (SE Section Sheet L -2.2) m e N o g -� a C , rl Tm • - �v+. -Y.. KO IL PARCEL LANDSCAPE PLAN: NORTHEAST SECTION Scale: 1" = 0 10 20 SOUTHCENTER SQUARE PARCEL REVISION NOTES (5 - 2007): 1. At all locations where architectural, civil or hardscape revisions have occurred, the landscape has been modified accordingly in plan and in the plant list. This includes the northwest corner of the North Building, handicap ramp locations along Southcenter Parkway, southwest corner of Building S, southwest corner of Nordstrom Rack, and the southeast corner of the site. 2. Landscape irrigation plans have been revised to provide full coverage to areas of landscape that have been modified. <11 Indicates the location of specific modification or revision to the previous PW -158 submittal. Acer rubrum 'Red Sunset' in 4' x 6' planting pits "Hastings Checker Block" pervious paving and rubus calycinoides groundcover continuous typical GENERAL NOTES: 1. Verify that existing conditions are correct prior to initiating work. Notify the project superintendent of conditions that require modification in order to complete work as shown in the Construction Documents. Proceeding with work signifies acceptance of existing conditions, 2. Construction Documents (drawings and Specifications) are the primary guides to design intent. 3. Landscape Plans, Details, and Specifications include information related to site preparation, planting & soil placement, and landscape irrigation. 4. All specifications and standards apply to both the Kohl's parcel and Southcenter Square parcel. 5. See Architectural drawings related to code compliance requirements and building design. 6. See Civil drawings for grading, drainage, utilities, and location of hardscape elements. Verify congruency of information as related to Landscape, Architectural, and Civil Drawings and notify consultants in the event of conflict for final resolution. LANDSCAPE NOTES: 1. See Landscape and Irrigation Specifications 2. Landscape Plans include Planting Plan, Plant details, and Plant List 3. Landscape Plan sheets include L 1.0 with general information at 1" = 40' scale. L 2,0, L-2,1, L -2,2, and L -2.3 with detailed plans indicating plant layout at 1" - 20' scale. See sheet L 4.0 for plant lists and planting details. 4. Street trees shall be per approved City of Tukwila species,size, and spacing. 5. Landscape Buffers and plant species, size, and spacing in the buffers shall meet or exceed City of Tukwila code requirements. 6. Seasonal color referred to on Landscape Plans and Plant List shall consist of hardy perennials, low ornamental grasses, low shrubs, and low groundcover. The character of the plants shall be selected based on pronounced foiliage patterns and colors, colorful but complimentary blossoms, and varied overall texture and scale. The exact species and culitvars shall be determined based on plant availability at time of plant acquisition. LEGEND: 1) PLANTING COTONEASTER DAMERI `LOW FAST' SARCOCOCCA HOOKERANA HUMLLIS EPIMEDIUM RUBRUM RUBUS CALYCiNOIDES ARCTOSTAPHYLOS UVA -URSI FRAGARIA CHILOENSIS PLANT MIX 1 (see plant list) PLANT MIX 2 (see plant list) PLANT MIX 3 (see plant list) PLANT MIX 4 (see plant list) PLANT MIX 5 (see plant list) SEASONAL COLOR LAWN SHRUBS AND ORNAMENTAL GRASSES VINES TREES n MMMWM ;rte% f 2) SITE FURNISHINGS 0 3) LIGHTING Acer palmatum BENCH RECEPTACLE MOVABLE PLANTER 0 BOLLARD (see lighting/civil/ architectural plan) El F0 ON -SITE POLE LIGHT (see architectural plan) I MA CHLINE L-2.0 - L -2.1 - L-2.2 - L-2.3 - L-3.0 - L -3.1 - L-3.2 - L-3.3 - L-4.0 - STREET LIGHT (see lighting/civil /architectura plan) L-4.1 - I a SITE REFERENCE SHEET INDEX L -1.0 - SITE PLAN LANDSCAPE LANDSCAPE LANDSCAPE LANDSCAPE IRRIGATION IRRIGATION IRRIGATION IRRIGATION LANDSCAPE IRRIGATION PLAN: NW SECTION PLAN: NE SECTION PLAN: SE SECTION PLAN: SW SECTION PLAN: NW SECTION PLAN: NE SECTION PLAN: SE SECTION PLAN: SW SECTION DETAILS DETAILS a 0 rin rn z 0 0 C n O O z 0 H O 2 co RECE°t;ED CITY TUKWILAd MAY 217007 il lyaal C NTEF m CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE TU KWI LA, WA KEY PLAN REVISIONS BUILDING PERMIT SUBMITTAL : 10/10/06 BAR MINOR MODIFICATIONS : 10/25/06 TENANT REVISIONS : 11/03/06 COORDINATION I CITY COMMENTS : 11/17/06 PROGRESS SET :12.04.06 PANEL REVEAL REVISIONS: 12/05106 CONSTRUCTION SET: 01/12/07 PUBLIC WORKS REVIEW RESPONSES 01/22/07 OWNER REQUESTED REVISIONS 02105/07 PUBLIC WORKS REVIEW RESPONSES A 3/20/07 PUBLIC WORKS REVIEW RESPONSES 5116/07 ISD INTEGRATED SITE DESIGN LANDSCAPE ARCSITELTURE PLANNING, DESIGN 12743 28th Avenue HE Seattle, Washington 98125 (208)383 -9049 WAX 382 -6460 mvw.I- S -D.aoin REGISTRATION DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: n 'NOT FOR CONSTRUCTION' 0 FREIHEIT & HO ARCHITECTS, INC._, P.S. 10230 NE POINTS DRIVE SURE 300 IORIOMD, WA 98033 I?925.6272100 F:425.828.6999 RHGR, SM 5 -16 -2007 A03 -446 5 -16 -2007 Landscape Plan: NE Section L -2.1 IT WALKWAY PLANTERS Acer palmatum (tree) Viburnum davidii Nandina domestica'Compacta' Seas. Color Mix 11 (see plant list) Berberis t. 'Crimson Pygmy' Calluna vu.lgaris PERIMETER PLANTING Arbutus unedo orum t. Wheeler's Dwarf Plant Mix 2 Cotoneaster d. 'Lowfast' Epimedium rubrum Rubus calycinoides ..91 .n0000= a�rbi► • i� v ❑ - � Y v .7.77 .7v 7.707'700 1 �� j - ovv -vvva�bp'.vvvvv--vv•�• .vvv , y' �� • + �' . ? • + ;";� ' ::'�a+ + ;�`- -+; -- ,, M1 �� -�_ �.� _ •aver- - rrvav••rnvvr- rt,��xr - -- - q '��'• o - � vv .7.7 -aa + • . + I v v �ity2a , �f �t v v a + +a ..a, . + ... � 9''"i �� A �� 91 � = g . I � I � � - ' ��� Il � l � e � 11 �9E�I1E��� ° ' ►`�.c�%�.�/ . c� ArR � ' ArR •' � , l ei'. + �����; �������� - : - '' +`` , 4 • PARKING ISLAND Acer griseum (tree) Spirea japonica BUFFER PLANTING Betula - Birch tree Escallonia lan . 'Pride of Donard' Clematis montana Parthenocissus tricuspidata and Thymus praecox, typical Acer rubrum Red Sunset' in 4 x 6' planting pits "Hastings Checker Block" pervious paving and rubus calycinoides groundcover continuous typical Plant Mix 2 Cotoneaster d. 'Lowfast' Epimedium rubrum Rubus calycinoides Acer palmatum eet L -2.0) ?et L -2.3) Tmy col O Scale: 1" = PAVILLION: AT GRADE PLANTERS Pyrus calleryana 'Redspire' (tree) Cotoneaster damerii 'Lowfast' (g. LANDSCAPE PLAN: SOUTHEAST SECTION 0 10 20 PLANTER AT BUDDING ENTRY Crataegus x lavallei (tree) Building Uplights Viburnum tinus 'Spring Bouquet' Rubus calycinoides (g.c.) Molina caerulea KOHL'S PARCEL REVISION NOTES (5- 16- 2007): 1. At all locations where architectural, civil or hardscape revisions have occurred, the landscape has been modified accordingly in plan and in the plant list. This includes the northwest corner of the North Building, handicap ramp locations along Southcenter Parkway, southwest corner of Building S, southwest corner of Nordstrom Rack, and the southeast corner of the site, 2, Landscape irrigation plans have been revised to provide full coverage to areas of landscape that have been modified. Indicates the location of specific modification or revision to the previous PW -158 submittal. GENERAL NOTES: LANDSCAPE NOTES: PERIMETER BUFFER 1. Verify that existing conditions are correct prior to initiating work. Notify the project superintendent of conditions that require modification in order to complete work as shown in the Construction Documents. Proceeding with work signifies acceptance of existing conditions. 2. Construction Documents (drawings and Specifications) are the primary guides to design intent. 3. Landscape Plans, Details, and Specifications include information related to site preparation, planting & soil placement, and landscape irrigation. 4. All specifications and standards apply to both, the Kohl's parcel and Southcenter Square parcel. 5. See Architectural drawings related to code compliance requirements and building design. 6. See Civil drawings for grading, drainage, utilities, and location of hardscape elements, Verify congruency of information as related to Landscape, Architectural, and Civil Drawings and notify consultants in the event of conflict for final resolution. 1. See Landscape and Irrigation Specifications 2. Landscape Plans include Planting Plan, Plant details, and Plant List 3. Landscape Plan sheets include L 1.0 with general information at 1" = 40' scale. L 2,0, L -2.1, L -2.2, and L-2.3 with detailed plans indicating plant layout at 1" = 20' scale. See sheet L 4.0 for plant lists and planting details, 4. Street trees shall be per approved City of Tukwila species,size, and spacing. 5. Landscape Buffers and plant species, size, and spacing in the buffers shall meet or exceed City of Tukwila code requirements. 6. Seasonal color referred to on Landscape Plans and Plant List shall consist of hardy perennials, low ornamental grasses, low shrubs, and low groundcover. The character of the plants shall be selected based on pronounced foiliage patterns and colors, colorful but complimentary blossoms, and varied overall texture and scale. The exact species and culitvars shall be determined based on plant availability at time of plant acquisition. Doii& LEGEND: 1) PLANTING COTONEASTER DAMERI IOW FAST' SARCOCOCCA HOOKERANA HUMILIS EPIMEDIUM RUBRUM RUBUS CALYCINOIDES ARCTOSTAPHYLOS UVA -URSI FRAGA'RLA CHILOENSIS PLANT MIX 1 (see plant list) PLANT MIX 2 (see plant list) PLANT MIX 3 (see plant list) PLANT MIX 4 (see plant list) PLANT MIX 5 (see plant list) SEASONAL COLOR LAWN SHRUBS AND ORNAMENTAL GRASSES VINES TREES 11• • •l!: E J . r n r ISE Egli 2) SI'Z'E FURNISHINGS IIMME 4 BENCH RECEPTACLE MOVABLE PLANTER 3) LIGHTING 0 BOLLARD (see lighting/civil/ architectural plan) L____ -(3 ON -SITE POLE LIGHT (see architectural plan) STREET LIGHT (see lighting/civil/architectura plan) Cj + 4 SITE REFERENCE SHEET INDEX 1 L -1.0 - SITE PLAN L-2.0 - LANDSCAPE PLAN: 'NW SECTION L-2.1 - LANDSCAPE PLAN: NE SECTION L-2.2 - LANDSCAPE PLAN: SE SECTION L-2.3 - LANDSCAPE PLAN: SW SECTION L -3.0 - IRRIGATION PLAN: NW SECTION L -3.1 - IRRIGATION PLAN: NE SECTION L-3.2 - IRRIGATION PLAN: SE SECTION L-3.3 - IRRIGATION PLAN: SW SECTION L -4.O - LANDSCAPE DETAILS L -4.1 - IRRIGATION DETAILS (NE Section Sheet L -2.1) 1(SE Section Sheet L -2.2) �L yy r u J'J ; ✓�yV'E'J` Cn 2 z H O 7ECEIl /E.o 4 pal CITY Z�- TUKWILA v MAY 2 1 2007 0 CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE TUKWILA, WA KEY PLAN REVISIONS BUILDING PERMIT SUBMITTAL : 10/10106 BAR MINOR MODIFICATIONS : 10/25/06 TENANT REVISIONS :11/03106 COORDINATION I CITY COMMENTS : 11/17/06 PROGRESS SET :12.04.06 PANEL REVEAL REVISIONS: 12/05106 CONSTRUCTION SET: 01/12/07 PUBLIC WORKS REVIEW RESPONSES 01122/07 R REQUESTED REVISIONS WNE R O [� 02/05107 PUBLIC WORKS REVIEW RESPONSES / " 3/20/07 PUBLIC WORKS REVIEW RESPONSES 5/16107 ISD INTEGRATED SITE DESIGN LANDSCAPE ARCHITECTURE. PLANNING. DESIGN 12743 26th Avenue NE Seattle, Washington 98125 (206)383 -9049 FAX 382 --8480 wwwl- S- -D.aom REGISTRATION DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: n 0 FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SURE 300 KRU.AI1, WA 98033 P:425.8472100 F.425.8284899 RHGR, SM 5 -16 -2007 A03-446 5 -16 -2007 Landscape Plan: SE Section L -2.2 'NOT FOR CONSTRUCTION' Phormium ten Seasonal Color Mix 8 see • lant list P I ON P r ES 1 • I W.�.LK AYS S - asona Col • Mix 6 se = • lant Ilis Acer ginnala (tree) Raphiolepis indica 'Bay Breeze' Pittosporum tobira Wheeler's Dwarf' Fragaria chiloensis He ictotrlc • on sempervivens S PERIMETER AT SCPARKWAY Corpus kousa trees ilex crenata • ed e Plant Mix 3 see slant list {r v Miscanthus sinensi Wisteria sinensi ittos • orum t. 'w'd ENTRY ISLAND Acer r. Bowhall' (tree) Prunus laurocerasus 'Otto Luyken' Hydrangea serrata'Preziosa' Rubus calycinoides (g.c.) ERIMETER PLANTING Pnmus 1. 'Otto Luyken' Nandina d. 'Gulf Stream' Plant Mix 5 see • lant list SCREEN WALL Cornus kousa tree us . Parthenocissus tri. at o.s.f. of wall typ. II Plant Mix 5 Heather Rubus calycinoides Ornamental Grasses •�1 •��; ' '� . -; - rte. _ •,�- -: ��.� a' .> ,.• R - ' =..,.. `; S e = • lant � �L�� l. 7�� %:���j•�i� 4tsEtr�{�t"•,`�� �ry��i�f %irf \��r7 I ING ENTRY t list)in planters x lavallei (tree) CO: 'T E • imedium rubrum Pittos • arum t. Wheeler's Dwarf Viburnum davidli Ja • anese Ma • le Tree Molinia caerulea Sea . onal o • r P P IMESI' • 'W• KW• Fr • aria hiloe• is (_.c. Magnolia grandiflora (tree) Helictotrichon sempervivens Raphiolepis indica Illy Breeze' Pittosporum tobira 'Wheeler's Dwarf Seasonal Color Mix 6 (see • lant list Acer palmatum Corpus . ousa tree Cistus • •urea Calodedrus decurrens tree MINKLER BLVD. PLANTING STRIP Acer rubrum 'Red Sunset' and lawn in planting strip SERVICE AREA Prunus 1. 'Otto Luyken' Osmanthus delavayi Parthenocissus tri. at o.s.f. of wall typ. Plant Mix 5 Heather Rubus calycinoides Orn. grasses a / + +i a + ♦ a � i + • tins + En 37 GlcKatcgi _ 1 � , o y , o .) + t�: V.m0�mm %, :'L y , n..dd-= ada4RO a�� .•dappode �. 2 - :` _ '�`�`F'f - :gi'44:1 : :Fl r:•l. - - ��. �'�.' Q � . © 0� '�k.'3�: .041- (. 0 .ddq •a9dddLT• - OLddRa• L:l:l�li:rr.i r:� . 4th ., ,1 + po��ar.� e V : 4_4=�=M-1->I±' , .�.•, -� .1:>•a ji: ,'�- ,_CD -,�- - - - �,�o�:�_o�►m�o,��c� + o �►:a rr■ ISM 1«E!1 LEM iirs ..r rr::r Rrr :F:e - r-_ Err •;: r irr Cotoneaster damerii'Lowfast' (g.e.) Magnolia grandiflora 'Edith Bogue' (tree) Clematis montana Parthenocissus tricuspidata and Thymus praecox, typical TCHLINE (NW Section She 0 0 t L -2.0) i�a +iyi f a + • i a + i a LANDSCAPE PLAN: SOUTHWEST SECTION �„ Scale: 1" = 20' -0" 0 10 20 REVISION NOTES (8 -21- 2007): 1. At all locations where architectural, civil or hardscape revisions have occurred, the landscape has been modified accordingly in plan and in the plant list. This includes the northwest corner of the North Building, handicap ramp locations along Southcenter Parkway, southwest corner of Building S, southwest corner of Nordstrom Rack, and the southeast corner of the site. 2, Landscape irrigation plans have been revised to provide full coverage to areas of landscape that have been modified, Indicates the location of specific modification or revision to the previous PW -158 submittal as revised on 8 -21 -07 as follows: Sheet L -2.0 • North and NW portion of North Building - modify plantings to accomodate revised paving, steps, and retaining walls • Center planting beds at Southcenter entry drive - modificdation of plantings to accomodate the lowered planter walls and addition of PW required building address numbers, Sheet L -2.3 • South and SW portion of South Building - modify plantings to accomodate revised paving, steps, and retaining walls • Center planting beds at Southcenter entry drive - modificdation of plantings to accomodate the lowered planter walls and addition of PW required building address numbers. Sheet L-4.0 • Plant List revisions as required in response to changes in hardscape at the North and South Buildings. IDOT1605 GENERAL NOTES: 1. Verify that existing conditions are correct prior to initiating work. Notify the project superintendent of conditions that require modification in order to complete work as shown in the Construction Documents. Proceeding with work signifies acceptance of existing conditions. 2. Construction Documents (drawings and Specifications) are the primary guides to design intent. 3. Landscape Plans, Details, and Specifications include information related to site preparation, planting & soil placement, and landscape irrigation. 4. All specifications and standards apply to both the Kohl's parcel and Southcenter Square parcel. 5. See Architectural drawings related to code compliance requirements and building design. 6. See Civil drawings for grading, drainage, utilities, and location of hardscape elements. Verify congruency of information a related to Landscape, Architectural, and Civil Drawings and notify consultants in the event of conflict for final resolution. LANDSCAPE NOTES: 1. See Landscape and Irrigation Specifications 2. Landscape Plans include Planting Plan, Plant details, and Plant List 3. Landscape Plan sheets include L LO with general information at 1" = 40' scale. L 2.0, L-2,1, L -2.2, and L-2.3 with detailed plans indicating plant layout at 1" - 20' scale. See sheet L 4,0 for plant lists and planting details. 4. Street trees shall be per approved City of Tukwila species,size, and spacing. 5. Landscape Buffers and plant species, size, and spacing in the buffers shall meet or exceed City of Tukwila code requirements. 6. Seasonal color referred to on Landscape Plans and Plant List shall consist of hardy perennials, low ornamental grasses, low shrubs, and low groundcover. The character of the plants shall be selected based on pronounced foiliage patterns and colors, colorful but complimentary blossoms, and varied overall texture and scale. The exact species and culitvars shall be determined based on plant availability at time of plant acquisition. LEGEND: 1) PU COTONEASTER DAMER1'LOW FAST' SARCOCOCCA HOOKERANA HUMILIS EPLMEDIUM RUBRUM RUBUS CALYCINO1DES ARCTOSTAPHYLOS UVA -URSI FRAGARLA CHILOENSES PLANT MIX 1 (see plant list) PLANT MIX 2 (see plant list) PLANT MIX 3 (see plant list) PLANT MIX 4 (see plant list) PLANT MIX 5 (see plant list) SEASONAL COLOR LAWN SHRUBS AND ORNAMENTAL GRASSES VINES TREES :117 2) S1'1'.L FURNISHINGS Maim 0 3) LIGHTING BENCH RECEPTACLE MOVABLE PLANTER 0 BOLLARD (see lighting/civil/ architectural plan) EFO ON -SITE POLE LIGHT (see architectural plan) STREET LIGHT (see lighting/civil /architectura plan) SITE REFERENCE SHEET INDEX L -1.0 - SITE PLAN L--2.0 - LANDSCAPE PLAN: NW SECTION L -2.1 - LANDSCAPE PLAN: NE SECTION L -2.2 - LANDSCAPE PLAN: SE SECTION L-2.3 -- LANDSCAPE PLAN: SW SECTION L -3.0 - IRRIGATION PLAN: NW SECTION L -3.1 - IRRIGATION PLAN: NE SECTION L -3.2 - IRRIGATION PLAN: SE SECTION L -3.3 - IRRIGATION PLAN: SW SECTION L-4.0 - LANDSCAPE DETAILS L-4.1- IRRIGATION DETAILS MATCI PARKING I Acer giseurr Spirea japoni Cotoneaster c Magnolia gra PAVILLION: Pyrus calleryar Spirea Cotoneaster da dA NE SE + RECEIVED CITY OF TUKWIVA AUG 2 8 2007 PEHMIT CEN I ER U CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE TUKWILA, WA KEY PLAN REVISIONS BUILDING PERMIT SUBMITTAL :10 /10/06 BAR MINOR MODIFICATIONS : 10/25/06 TENANT REVISIONS :11/03/06 COORDINATION /CITY COMMENTS : 11/17/06 PROGRESS SET : 1104.06 PANEL REVEAL REVISIONS: 12/05/06 CONSTRUCTION SET: 01/12/07 PUBLIC WORKS REVIEW RESPONSES 01/22/07 OWNER REQUESTED REVISIONS 02/05/07 PUBLIC WORKS REVIEW RESPONSES 3/20/07 PUBLIC WORKS REVIEW RESPONSES 5/16/07 OWNER REQUESTED REVISIONS 8/08/07 #DO 707165 ISD INTEGRATED SITE DESIGN LANDSCAPE ARCmsEG7vRS, PLANNING, D&SICN 12743 28th Avenue NE Seattle, lteshingten 98125 (208)383 -9049 FAX 382 -8480 www1 -S -Atom REGISTRATION DRAWN 8?: DATE: PROJECT NO.. PRINT DATE: DRAWING NAME: D n 10 FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE POINTS DRIVE SLATE 300 KIR14.AND, WA 98033 P:4253272100 F425.828.6899 RHGR, SM 5 -16 -2007 A03.446 5 -16 -2007 Landscape Plan: SW Section L -2.3 'NOT FOR CONSTRUCTION' I I N .1i ■ 1 SYMBOL DESCRIPTION P.S.I. RADIUS 1. RAINBIRD 1806-SAM-PRS 5Q -B or SCST -B NOZZLE 30 10' LB €t CZ, RAINBIRD 1800-SAM-PRS 5' SERIES NOZZLE 30 5' C, oocy-00 RAINBIRD 1800 - SAM -PRS 8' SERIES NOZZLE 30 8' E .1 2 L © RAINBIRD 1800 - SAM -PRS 10' SERIES NOZZLE 30 10' 'ZGL Y Q RAINBIRD 1800- SAM -PRS 12' SERIES NOZZLE 30 12' 0 %te ,J. RAINBIRD 1800 -SAM -PRS 15' SERIES NOZZLE 30 15' 31 USE RAINBIRD PCS SCREENS TO CONTROL OVERSPRAY 26 1 -1/2" IRRIGATION DEDUCT WA'I'ER METER - 2 TOTAL M IDCVI DOUBLE CHECK VALVE ASSEMBLY AND MASTER VALVE - L4.1 2 TOTAL 30 AUTOMATIC CONTROL VALVE, IRRITROL 700 SERIES, SIZE PER VALVE KEY REFER TO DETAIL 1 -L4.1 0 AUTOMATIC DRIP ZONE CONTROL VALVE, REFER TO DETAIL 9-L4.1 e' QUICK COUPLER VALVE - RAINBIRD 33LRC PER DETAIL 4-L4.1 1" CONTROLLER- KOHL'S - IRRITROL SMART DIAL MODEL SD1200 -EXT, WALL MOUNT 12 STATION INK ©S CONTROLLER - SOUTHCENTER SQUARE - HUNTER MODEL ICC -M 40 Stations O D DRIPL1NE INSTALLATION IN PLANT PIT. SEE DETAIL 8 -L4.1 36 NETAFIM DRIPLINE MODEL TLCV6 -12xx .6 GPH PER EMITTER, 12 EMITTER SPACING PER DETAIL 7 -L4.1 - -- pF NETAFIM FLUSH VALVE AND OPERATION INDICATOR STAKE PER DETAIL 10 -L4.1 NOT SHOWN HUNTER RAIN CL1K RAIN SENSOR (KOHLS) MOUNT PER ARCHITECT'S DIRECTION NOT SHOWN HUNTER ET SYSTEM (SOUTHCENTER) MOUNT PER ARCHITECT'S DIRECTION • 2 -1/2" GATE VALVE (ISOLATION VALVE) IN STANDARD CARSON VAULT SIMILAR TO CONTROL VALVE DETAIL 30 SCHEDULE 40 PVC LATERAL PIPE - SIZE AS INDICATED 11/i,1 47 SOUTHCENTER SQUARE 2 -1/2" SCHEDULE 40 MAIN LINE - SEE IRRIGATION NOTE 16 - - KOHLS 2 -1/2" SCHEDULE 40 MAIN LINE -• • -- SEE SLEEVING PLAN SCHEDULE 40 PVC SLEEVE - 6" SIZE UNLESS OTHERWISE INDICATED NOT SHOWN # 14 AWS TYPE OF CONTROL WIRE, RED = SIGNAL, WHITE = COMMON, YELLOW = SPARE aATVA aZIS WdD 1Sd 25 12" 36 30 26 1/" 26 30 27 1%" 57 30 28 1" 2 30 29 12" 54 30 30 1" 26 30 31 1" 26 30 32 13,.11 58 30 33 in 2 30 34 1" 22 30 35 1/" 34 30 36 1" 49 30 37 12" 10 30 38 1 " 30 30 39 11/i,1 47 30 VALVE ZZ 1�IIdrJ 1Sd 1 1" 3 30 2 1" 17 30 3 in 14 30 4 1/" 49 30 5 12" 51 30 6 1" 3 30 7 1" 10 30 8 12" 31 30 9 1/" 32 30 10 1 37 30 11 1" 8 30 12 1" 7 30 IA'IVA :ZIS NJD ISd 13 1" 26 30 14 1" 21 30 15 1" 6 30 16 1/" 29 30 17 1/" 51 30 18 12" 48 30 19 1" 1 30 20 1 50 30 21 1/" 34 30 22 1/" 52 30 23 1" 1 30 24 1 52 30 3KIVA 21215 1A1(10 ISd 1 11/2" 35 30 2 11/" 51 30 3 1 40 30 4 1" 2 30 5 1 41 30 6 12" 53 30 7 12++ 30 30 8 1 71 30 9 - - - 10 - - - 11 - - - 12 - - - Provide sleevs into all planters and planting pits, tYP• iiiiingEOMENINIENVIInpfkilMinancinn WW 24 Irrigatin modificaiton per revised planter. 1/" 1 /11 1 /r, /" 1 4" 1/n 1 3 4 » I l yr 14» 13/4n 1%" 1 4H � .- w_ fi�i��:.����•w,,' Q ►�irr��� *i► A #�' # #► #� ♦ii ' #� #� #� # #� ♦S� ►�i ,e21111/ IN II' 4 l■ 1111181 112 WNW" SOUTHCENTER SQUARE IRRIGATION CONTROLLER Wall Mount in approved steel enclosure as directed - Provide 120VAC Power. Place all equipment in plant bed - see note 5 • �enti a1 lace all eq P 5 _ L ��� ∎T j �.'''��"�� . v � _ . � ���' � - _ - .v�.. Is lati 5 w�� !� ��� �i �i � ' "� � � I itr°i` r. � , • ° b -see lves Dote � w i■ I! 1�����il��lililll�I t�.l�I�����1i ri�� rr��rrrlr / � �'� � �I� � ilii � � � i� \ lax!t �� t�,ra� d � I��"- �! � i� a� ii fir° i I �i19 / � � � � s��.�,� i�d �� � � � p N i mp l Y ►�� � j !� i. }�... �7 .��G.r�G��C �L��� L � � E��Y Y Y A �'� / �n 11 Y 711 i� 1� � � �, ri��i A / er---rpoin ���� r �� aka 1 + ®�����MEIN �� ® � - w - - - � r��� � r .EH + 'e Y tiaia �' i �� _._ � �. lid � �M� - - - - w -•_. 7 � � : � - �?_ ' �' r � a• ' --- " � �� � � � . , . • �,i � 'a . , .� _•;, 1. 1 wait ATC ATC At INE (1‘11W Sect on Sheet L -3.0) INE (SW Sect ' +n Shee L -3.3) IRRIGATION PLAN: NORTHWEST SECTION Scale: 1" =20'..0" IRRIGATION EQUIPMENT LEGEND i t 0 10 20 USE RAINBIRD 1804- SAM -PRS 4" POP -UPS FOR TURF AREAS, AND RAINBIRD 1806 6" POP -UPS IN SHRUB AND GROUND COVER AREAS. " 3 ' I J F J - " • � - � - 17,-; � . fi r : - - W yr - - - +� i+•; vor 3 .r " 3 3 k 3/ �' .' 4 ; n / 3 3w.. 3' 3.. f ir - - - - - -_ R.O.W.VALVE LEGEND GENERAL NOTES: SOUTHCENTER PARCEL VALVE LEGEND Data changed per revisions. KOHL'S PARCEL VALVE LEGEND 1. Verify that existing conditions are correct prior to initiating work. Notify the project superintendent of conditions that require modification in order to complete work as shown in the Construction Documents. Proceeding with work signifies acceptance of existing conditions. 2. Construction Documents (drawings and Specifications) are the primary guides to design intent. 3, Landscape Plans, Details, and Specifications include information related to site preparation, planting & soil placement, and landscapeirrigation. 4. All specifications and standards apply to both the Kohl's parcel and Southcenter Square parcel. 5. See Architectural drawings related to code compliance requirements and building design. 6. See Civil drawings for grading, drainage, utilities, and location of hadscape elements. Verify congruency of information as related to Landscape, Architectural, and Civil Drawings and notify consultants in the event of conflict for final resolution. IRRIGATION NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. Place Southcenter Square main line in plant bed on the south side of North Street, see note 5. Main L' ected. w � � _ w � --- Y A r ,� ales shall not be shared or interconnected. - I - -- � - � =y =�� � - These plans shall be approved by Kohl's prior to order /installation. Provide wires at ends of mainline as indicated on plan. Label all wires as they pass through each vault. Stake all valve box locations for approval. Plan is diagrammatic. Set valve boxes square to adjacent building, curb, or paving. All pipe shown under paving adjacent and parallel to planted areas is intended to be placed in that area where possible. All pipe shall be installed in planters or sleeved. No tees or ells shall be installed under paved areas. All material to be installed on owners property. All irrigation under buildings, roads, walks, parking areas or other paved surfaces shall be sleeved. Sleeving may be included for future work. Minimum sleeve size 6" diameter. Make any and all required adjustments to the irrigation plan to assure complete and adequate coverage with minimum overspray. No water shall drain onto or across walks, curbs, or paved areas. Adjust heads to minimize spray outside of planters. Absolutely no water shall spray or drain onto, or across sidewalks, stairs or steps. Program controllers for multiple starts to prevent run -off. See project specifications for further information. Lateral line shall have 18" of cover, and main lines 24 ". 30" maximum cover. Refer to planting plan for exact layout. Intent is that all new plantings receive adequate water. Irrigation Contractor to test static pressure, and submit written report to Owner prior to beginning work. Pressure is anticipated to be 150 PSI, per City of Tukwila Water Department. Select arc and radius best suited to each location. Use variable arc nozzles only where standard nozzles will not do. Install rain sensor "Hunter Mini Click" on inside of roof parapet wall. See Kohl's mechanical consultant plans for to determine best possible location. Contractor shall maintain the landscape & irrigation throughout construction and up to store grand opening date. Responsible party (Kohl's or landlord) will assume maintenance beginning on the grand opening date of the store. Any punch list items resulting from the final observation must be corrected prior to the grand opening of the store. Irrigation maintenance shall include, at a minimum, weekly irrigation controller adjustments. Southcenter Square mainline is looped. If loop cannot be achieved, 3" schedule 40 mainline shall be used. 3n SITE REFERENCE SHEET INDEX L -1.0 - L-2.0 - L-2.1 - L-2.2 - L -2.3 L -3.0 - L -3.1 - SITE PLAN LANDSCAPE PLAN: LANDSCAPE PLAN: LANDSCAPE PLAN: LANDSCAPE PLAN: IRRIGATION PLAN: IRRIGATION PLAN: 1%" I it a r _ 111. 3 3 W --\rn AI_ AI _ All n i 3 � n �n � n 1tf q f1 t l Ali ilk NW SECTION NE SECTION SE SECTION SW SECTION NW SECTION NE SECTION L -3.2 - IRRIGATION PLAN: SE SECTION L -3.3 - IRRIGATION PLAN: SW SECTION L-4.0 - LANDSCAPE DETAILS L-4.1 - IRRIGATION DETAILS Sheet L -3.3) .1f. 0 =II ) I nuumn iiiill!imunnurmnl f; mow rfflIffIIII A - Indicates the location of specific modification or revision to the previous PW-158 submittal. 3 4,, IRRIGATION REVISION NOTES (5- 16- 2007): 1. Revisions to irrigation head and piping locations reflect changes in planting bed locations as shown on landscape plans Sheets L -2.0 thru L-2.3. 34 MATCHLINE I MATCHLINE O v ECOVEO CM' OF TI !KWILA; MAY 2 17007 PErt7}i h IC 1\l 3 ER m H CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE TUKWILA, WA KEY PLAN REVISIONS BUILDING PERMIT SUBMITTAL :10/10/06 BAR MINOR MODIFICATIONS :10/25/06 TENANT REVISIONS : 11/03/06 COORDINATION / CITY COMMENTS : 11(17/06 PROGRESS SET :12,04.06 PANEL REVEAL REVISIONS: 12/05/06 CONSTRUCTION SET: 01/12/07 PUBLIC WORKS REVIEW RESPONSES 01/22/07 OWNER REQUESTED REVISIONS 02/05/07 PUBLIC WORKS REVIEW RESPONSES 5/16/07 n PUBLIC WORKS REVIEW RESPONSES / 3/20/07 ISD INTEGRATED SITE DESIGN LANDSCAPE ARCPITECOIRE, MAMMA DIMON 12743 26th Avenue NE Seattle, Washington 98125 (206)363 -9049 FAX 362 -6460 www I -S -D -Qom REGISTRATION FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE FOIN15 DRIVE SUITE 300 IORIILAID, WA 98033 M25.8272100 I..425.828.6859 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: RHGR, SM 5 -16 -2007 A03 -446 5 -16 -2007 Irrigation Plan: NW Section L -3.0 NOT FOR CONSTRUCTION' U SYMBOL DESCRIPTION P.S 1. RADIUS t RAINBIRD 1806- SAM -PRS 5Q-B or 5CST -B NOZZLE 30 10' II ' RAINBIRD 1800- SAM -PRS 5' SERIES NOZZLE 30 5' ❑ c), RAINBIRD 1800-SAM-FRS 8' SERIES NOZZLE 30 8' D O E:1 9 2 Q RAINBIRD 1800 -SAM -PRS 10' SERIES NOZZLE 30 10' ❑ ZaLe '�Q RAINBIRD 1800-SAM -PRS 12' SERIES NOZ7T.F. 30 12' ■ balk ipla ® RAWB1RD 1800 - SAM -PRS 15' SERIES NOZZLE 30 15' 1" USE RAINBIRD PCS SCREENS TO CONTROL OVERSPRAY 30 1-1/2" IRRIGATION DEDUCT WATER METER - 2 TOTAL © (DCVI DOUBLE CHECK VALVE ASSEMBLY AND MASTER VALVE - L4.1 2 TOTAL ® AUTOMATIC CONTROL VALVE, IRRITROL 700 SERIES, SIZE PER VALVE KEY REFER TO DETAIL 1 -L4.1 0 AUTOMATIC DRIP ZONE CONTROL VALVE, REFER TO DETAIL 9-L4.1 O QUICK COUPLER VALVE - RAINBIRD 33LRC PER DETAIL 4 -L4.1 22 CONTROLLER - KOHL'S - IRRITROL SMART DIAL MODEL SD 1200 -EXT, WALL MOUNT 12 STATION N K 12" CONTROLLER - SOUTHCENTER SQUARE - HUNTER MODEL ICC-M 40 Stations [r s (0> . DRIPLINE INSTALLATION IN PLANT PIT. SEE DETAIL 8 -L4.1 49 NETAFIM DRIPLINE MODEL TLCV6 -12xx .6 GPH PER EMITTER, 12 EMITTER SPACING PER DETAIL 7 -L4.1 - • - - 0 NETAFIM FLUSH VALVE AND OPERATION INDICATOR STAKE PER DETAIL 10 -L4.1 NOT SHOWN HUNTER RAIN CLIK RAIN SENSOR (KOHLS) MOUNT PER ARCHITECT'S DIRECTION NOT SHOWN HUNTER ET SYSTEM (SOUTHCENTER) MOUNT PER ARCHITECT'S DIRECTION . 2 -1/2" GATE VALVE (ISOLATION VALVE) IN STANDARD CARSON VAULT SIMILAR TO CONTROL VALVE DETAIL 12" SCHEDULE 40 PVC LATERAL PIPE - SIZE AS INDICATED 30 SOUTHCENTER SQUARE 2 -1/2" SCHEDULE 40 MAIN LINE - SEE IRRIGATION NOTE 16 - KOHLS 2 -1/2" SCHEDULE 40 MAIN LINE - • - SEE SLEEVING PLAN SCHEDULE 40 PVC SLEEVE - 6" SIZE UNLESS OTHERWISE INDICATED NOT SHOWN # 14 AWS TYPE OF CONTROL WIRE, RED = SIGNAL, WHITE = COMMON, YELLOW = SPARE 3KIVA 3Zi5 NIdD lSd 25 12" 36 30 26 11/2" 26 30 27 12" 57 30 28 1" 2 30 29 12" 54 30 30 1" 26 30 31 1" 26 30 32 12" 58 30 33 1" 2 30 34 1" 22 30 35 12" 34 30 36 1" 49 30 37 12" 10 30 38 1" 30 30 39 12" 47 30 3A'1VA 3ZIS NdD ISd 13 1" 26 30 14 1" 21 30 15 1" 6 30 16 1 29 30 17 12" 51 30 18 12" 48 30 19 in 1 30 20 12" 50 30 21 1 34 30 22 12" 52 30 23 1" 1 30 24 1%" 52 30 VALVE 3ZIS MO 1Sd 1 1" 3 30 2 !" 17 30 3 1" 14 30 4 11/ 49 30 5 112" 51 30 6 1" 3 30 7 1" 10 30 8 12" 31 30 9 12" 32 30 10 11/" 37 30 11 1" 8 30 12 1" 7 30 3AZVA 3ZIS Its MD ISd 1 12" 35 30 2 12" 51 30 3 12" 40 30 4 1" 2 30 5 1% 41 30 6 12++ 53 30 7 i2" 30 30 8 12" 71 30 9 - - - 10 - - - 11 - - - 12 - - - 5. ,ected. Rim 4 spare wires frorh controller to this point. Loop through each intermediate valve box. Nt L D _ ����ir���r ►i1 \� ;J�'!ri�; iY�.as:.� �m�.�, __._�_- ?° �.��iJ �+�, .._ - - .r �L...- �. � D MOI 161 ql 010 \ / r yer Nir priFir 7-7117171:7 sim..z. ST: AWN MEW .11.454. 414 4V 4 vp VAR 31111 T 4a./TEL, 411061 Fi g + ♦ * Amu // Iler 4-41- © We II EMT kid& 1 I EIiIi iiItigiiit iiIIIiiiI.' I imam !I� . r - r�aa��i EEL EIIIiir 1111L WAWA 11" 1 1 4n 1%" 12" 1Y2" Square Point of Connection Isolation Valves, typical. Place all equipment in _ , t Meter. M ly D �'' du c all plant bed a note 5 m �'�ffi � ,.w�c'� -. �me�• " '�` D�'Q - ot� 1f � _ - equi m se • _ 0 IR �l . `ti�I. ��'N+����� _ r j __ „ i q „ 1 4 1 n - �� T G J� V ,• �:��. ^�...,�.ae.,ttt�,,�.ttt�, � � ' - '� - �tflr' _ - -� ��,�4Wt1�Cf� r�M�i���r� /. '.� �i��� �,yM w,i i - _ a ,• IV � � � � �yri ���A�GI► \I�l�i���lR • �,.�� 1 \!I ���1���' �.�; �! i ����r:.'..i�� t p �� � - _ - - - _ .L,�� - - _ f ,r „ = � „- _ '� �,- w .L.� ■.�. � � ' �MINSIBITO ",: - :m` a..� Aip � � /AL � � � � p a�� _ 41� - - � � m��i� � � _ � j ,x 1� 16 ll�iti�. C7; LI�� iA Kr. � ��lil�31�1i� -,.. = �. v '- I ) ' ,,� , -r Y .__... _w • 1 T1 :G1 r !�ww i�Li:� _ r 4 "n�'�, �„ � a �„ 3 **714*- crl oo Place pipe in plant - 1 „ . o 1/4 i � 0 bed, see note 5. solation Valves, typical.�1 Place Mainline in •. %" � i - `. - .11∎1. - 3„ heet L -3.0) feet L -3.3) I N 0 U MATCHLINE (SE Section Sheet L -3.2) M t� M co ul o C ,a Place Southcenter Square main line in plant bed on the south side of North Street, see note 5. Main Lines shall not be shared or interconnected. IRRIGATION PLAN: NORTHEAST SECTION Scale: 1" = 20' -0" IRRIGATION EQUIPMENT LEGEND USE RAIN BIRD 1804 - SAM -PRS 4" POP -UPS FOR TURF AREAS, AND RAINBIRD 1806 6" POP -UPS IN SHRUB AND GROUND COVER AREAS, srmiummim 0 10 20 R.O.W.VALVE LEGEND GENERAL NOTES: Provide control wire junction box (Standard vault) in plant bed. KOHL'S IRRIGATION CONTROLLER Wall mount in maintenance room as directed. Provide 120VAC power. Coordinate control wire conduit with SOUTHCENTER PARCEL VA LEGEND ND < Data changed per revisions. KOHL'S PARCEL VALVE LEGEND 1. Verify that existing conditions are correct prior to initiating work. Notify the project superintendent of conditions that require modification in order to complete work as shown in the Construction Documents. Proceeding with work signifies acceptance of existing conditions. 2. Construction Documents (drawings and Specifications) are the primary guides to design intent. 3. Landscape Plans, Details, and Specifications include information related to site preparation, planting & soil placement, and landscapeirrigation. 4. All specifications and standards apply to both the Kohl's parcel and Southcenter Square parcel. 5. See Architectural drawings related to code compliance requirements and building design. 6. See Civil drawings for grading, drainage, utilities, and location of hardscape elements. Verify congruency of information as related to Landscape, Architectural, and Civil Drawings and notify consultants in the event of conflict for final resolution. IRRIGATION NOTES: Southcenter Square Zone 30 serves ROW trees adjacent to Kohls. Valve shall be connected to Southeenter Square Controller. Place all equipment in plant bed - see note 5 Kohl Point of Connection To 1-Y2" Irrigation Deduct Meter Master Val KOHL'S assembly as detailed Run 4 spar wires from control! to this point. Loop through each ijntermediate valve box. D D'TJti 1. These plans shall be approved by Kohl's prior to order /installation. 2. Provide wires at ends of mainline as indicated on plan. Label all wires as they pass through each vault. 3. Stake all valve box locations for approval. Plan is diagrammatic. 4. Set valve boxes square to adjacent building, curb, or paving. 5. All pipe shown under paving adjacent and parallel to planted areas is intended to be placed in that area where possible. All pipe shall be installed in planters or sleeved. No tees or ells shall be installed under paved areas. All material to be installed on owners property. 6. All irrigation under buildings, roads, walks, parking areas or other paved surfaces shall be sleeved. Sleeving may be included for future work. Minimum sleeve size 6" diameter. 7. Make any and all required adjustments to the irrigation plan to assure complete and adequate coverage with minimum overspray. No water shall drain onto or across walks, curbs, or paved areas. Adjust heads to minimize spray outside of planters. Absolutely no water shall spray or drain onto, or across sidewalks, stairs or steps. Program controllers for multiple starts to prevent run -off. 8. See project specifications for further information. 9. Lateral line shall have 18" of cover, and main lines 24 ". 30" maximum cover. 10. Refer to planting plan for exact layout. Intent is that all new plantings receive adequate water. 11. Irrigation Contractor to test static pressure, and submit written report to Owner prior to beginning work. Pressure is anticipated to be 150 PSI, per City of Tukwila Water Department. 12. Select arc and radius best suited to each location. Use variable arc nozzles only where standard nozzles will not do. 13. Install rain sensor "Hunter Mini Click" on inside of roof parapet wall. See Kohl's mechanical consultant plans for to determine best possible location. 14. Contractor shall maintain the landscape & irrigation throughout construction and up to store grand opening date. Responsible party (Kohl's or landlord) will assume maintenance beginning on the grand opening date of the store. Any punch list items resulting from the final observation must be corrected prior to the grand opening of the store. 15. Irrigation maintenance shall include, at a minimum, weekly irrigation controller adjustments. 16. Southcenter Square mainline is looped. If loop cannot be achieved, 3" schedule 40 mainline shall be used. SITE REFERENCE SHEET INDEX ATCHL L -1.0 - SITE PLAN L-2.0 - LANDSCAPE PLAN: NW SECTION L -2.1 - LANDSCAPE PLAN: NE SECTION L-2.2 - LANDSCAPE PLAN: SE SECTION L-2.3 - LANDSCAPE PLAN: SW SECTION L -3.0 - IRRIGATION PLAN: NW SECTION L -3.1 - IRRIGATION PLAN: NE SECTION L-3.2 - IRRIGATION PLAN: SE SECTION L -3.3 - IRRIGATION PLAN: SW SECTION L-4.0 - LANDSCAPE DETAILS L-4.1 - IRRIGATION DETAILS Section Sheet L -3.1 I(SE Section Sheet L -3.2) IRRIGATION REVISION NOTES (5- 16- 2007): 1. Revisions to irrigation head and piping locations reflect changes in planting bed locations as shown on landscape plans Sheets L -2.0 thru L -2.3. A Indicates the location of specific modification or revision to the previous PW -158 submittal. Ti CENED CliT CrTUKWLA MAY 2 1 7001 CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE TU KW I LA, WA KEY PLAN REVISIONS BUILDING PERMIT SUBMITTAL :10110/06 BAR MINOR MODIFICATIONS :10/25/06 TENANT REVISIONS : 11/03/06 COORDINATION / CITY COMMENTS : 11/17/06 PROGRESS SET :12.04.06 PANEL REVEAL REVISIONS: 12/05/06 CONSTRUCTION SET: 01/12/07 PUBLIC WORKS REVIEW RESPONSES 01/22/07 OWNER REQUESTED REVISIONS 02/05/07 PUBLIC WORKS REVIEW RESPONSES 3/20/07 PUBLIC WORKS REVIEW RESPONSES 5/16/07 DRAWN BY: DATE PROJECT NO.: PRINT DATE: DRAWING NAME: sT w UGISTERED ARcluna L�NI)5a r l SYM( i17 ROBINSON nifIC'AT'C*3 337 ISD INTEGRATED SITE DESIGN LANDSCAPE 4.BCRIIT1?CTURE, FLAMM DEVON 12749 26th Avenue NE Seattle, Washington 98125 (206)383 -9049 FAX 382 -6480 www1- S -D.eom REGISTRATION FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE PONS DRIVE SUITE 300 IORICIAI1, WA 98033 F425.8272100 I.425.828.6899 RHGR, SM 5 -16 -2007 A03 -446 5 -16 -2007 Irrigation Plan: NE Section L -3.1 'NOT FOR CONSTRUCTION' IV WA 1 3Z IUD a 25 12" 36 30 26 1 26 30 27 12" 57 30 28 1" 2 30 29 1 2" 54 30 30 1" 26 30 31 1" 26 30 32 12 58 30 33 1" 2 30 34 1 22 30 35 12" 34 30 36 1" 49 30 37 12 10 30 38 1" 30 30 39 i2" 47 30 3KIVA dZlS WdD] I.Sd 1 1211 35 30 2 12" 51 30 3 1211 40 30 4 1" 2 30 5 1%211 41 30 6 11 53 30 7 11/11 30 30 8 1% 71 30 9 - - - 10 - 37 30 11 1" - 30 12 - - - 3K1VA d,'ZIS KID 1Sd 1 1" 3 30 2 1" 17 30 3 1" 14 30 4 112" 49 30 5 12" 51 30 6 1" 3 30 7 1 " 10 30 8 i2 11 31 30 9 11/2" 32 30 10 11/2" 37 30 11 1" S 30 12 1" 7 30 3A'IVA 3ZIS 11dD n 13 1" 26 30 14 1" 21 30 15 1" 6 30 16 11/2" 29 30 17 1 51 30 18 1 48 30 19 1" 1 30 20 12" 50 30 21 1 34 30 22 11/2" 52 30 23 1" 1 30 24 11" 52 30 iK 1[.1 ij-t1 I J1' _EA ' L 11 1.v111J1 i .A -+iL+ w1 • m - a o a 0 ril 0 ,o DESCRIPTION P.S.I. RADIUS c� row RAINBIRD 1806-SAM-PAS 5Q-B or 5CST -B NOZZLE 30 -- In L U 1) V) w 4 5 ' l OC>c)itc) O RAINBIRD 1800 -SAM PRS 8' SERIES NOZZi.F. 30 8' r ®lr 6 © iK 1[.1 ij-t1 I J1' _EA ' L 11 1.v111J1 i .A -+iL+ w1 • m - SYMBOL DESCRIPTION P.S.I. RADIUS c� row RAINBIRD 1806-SAM-PAS 5Q-B or 5CST -B NOZZLE 30 10' In L RAIN 1800 -SAM PRS 5' SERIES NOZZLE 30 5 ' l OC>c)itc) O RAINBIRD 1800 -SAM PRS 8' SERIES NOZZi.F. 30 8' r ®lr 6 © RAINBIRD 1800 -SAM -PRS 10' SERIES NOZZT E 30 10' I;] OC.V ® RAINBIRD 1800-SAM-PRS 12' SERIES NOZ7 -1E 30 12' II % ®' RAINBIRD 1800- SAM -FRS 15' SERIES NOZZLE 30 15' USE RAN .BIRD PCS SCREENS TO CONTROL OVERSPRAY 1 -1/2" IRRIGATION DEDUCT WATER METER - 2 TOTAL Q )DCV) DOUBLE CHECK VALVE ASSEMBLY AND MASTER VALVE - L4.1 2 TOTAL ® AUTOMATIC CONTROL VALVE, IRRITROL 700 SERIES, SIZE PER VALVE KEY REFER TO DETAIL 1 -IA.1 0 AUTOMATIC DRIP ZONE CONTROL VALVE, REFER TO DETAIL 9-L4.1 Q QUICK COUPLER VALVE - RAINBIRD 33LRC PER DETAIL 4-L4.1 CONTROLLER- KOHL'S - IRRITROL SMART DIAL MODEL SD1200 -EXT, WALL MOUNT 12 STATION N K CONTROLLER - SOUTHCENTER SQUARE - HUNTER MODEL ICC-M 40 Stations IN S D DRIPLINE INSTALLATION IN PLANT PIT. SEE DETAIL 8 -L4.1 - • -- --- NETAFIM DRIPLINE MODEL TLCV6 -12xx .6 GPH PER EMITTER, 12 EMITTER SPACING PER DETAIL 7 -L4.1 0 NETAFIM FLUSH VALVE AND OPERATION INDICATOR STAKE PER DETAIL 10 -L4.1 NOT SHOWN HUNTER RAIN CLIK RAIN SENSOR (KOHLS) MOUNT PER ARCHITECT'S DIRECTION NOT SHOWN HUNTER ET SYSTEM (SOUTHCENTER) MOUNT PER ARCHITECTS DIRECTION . 2 -1/2" GATE VALVE (ISOLATION VALVE) IN STANDARD CARSON VAULT SIMILAR TO CONTROL VALVE DETAIL SCHEDULE 40 PVC LATERAL PIPE - SIZE AS INDICATED - SOUTHCENTER SQUARE 2-1/2" SCHEDULE 40 MAIN LINE - SEE IRRIGATION NOTE 16 - • -- KOHLS 2 -1/2" SCHEDULE 40 MAIN LINE SEE SLEEVING PLAN SCHEDULE 40 PVC SLEEVE - 6" SIZE UNLESS OTHERWISE INDICATED , A A mount. T TP t'nNTA nT . wiR P RFD = SIGNAL. WHITE = COMMON, YELLOW = SPARE iI'Ii': s NEE gal fri ll IBM MM 111E1 EN - A1111111 11111i1111111Fs' i�i1101l11 i•- KTH I' i1'ii1 il 1 1111113MM II 111 darillf41 111E111111 111E111111 Eii1 p IVAMINIS es :MIDI 0 -limn �i U 1 I 1 1 0 Irrigatin modificaiton per revised planter. N s1 4V L WicaMMAtj <\�`�� � #�L'S�r��A� �jl����ssl � -�r�r- nr�r�l� 1iwr+~iri�+. �iJ��� � II 1 X11 V ter,ri��i� r:� `. �i tjrr 4 " INININIOf � � •lA� .AA �r 3 r ^ � � �' rtin�..��� 1ri��, / \ ��".1, 3 � � p � � u O 11 � � ���� - 1. r 111 " 11 i -- ::._- -:.:- - . -,.Y •_ _..__ • • T Miniginell NEIL_ • ovide control wire junction box (Standard vault) in plant bed. KOHL'S IRRIGATION CONTROLLER Wall mount in maintenance room as directed. Provide 120VAC power. Coordinate control wire conduit with Electrical. Run 4 sp.s�- wires from controller to this point from the west. Loop through each intermediate valve box. AREA 4 . U :ion Sheet L -3.0) MATCHLINE (NE Section Sheet L -3.1) ion Sheet L -3.3) MATCHLINE (SE Section Sheet L -3.2) V � N 4 Scale: 1" = 20' -0" NOT SHOWN O AND GROUND COVER AREAS. ,4" IRRIGATION PLAN: SOUTHEAST SECTION USE RAINBIRD 1804-SAM-PRS 4" POP -UPS FOR TURF AREAS, AND RAINBIRD 1806 6" POP -UPS IN SHRUB 10 20 R.O.W.VALVE LEGEND SOUTHCENTER PARCEL VALVE LEGEND Data changed per revisions. KOHL'S PARCEL VALVE LEGEND GENERAL NOTES: 1. Verify that existing conditions are correct prior to initiating work. Notify the project superintendent of conditions that require modification in order to complete work as shown in the Construction Documents. Proceeding with work signifies acceptance of existing conditions. 2. Construction Documents (drawings and Specifications) are the primary guides to design intent. 3. Landscape Plans, Details, and Specifications include information related to site preparation, planting & soil placement, and landscapeirrigation. 4. All specifications and standards apply to both the Kohl's parcel and Southcenter Square parcel. 5. See Architectural drawings related to code compliance requirements and building design. 6. See Civil drawings for grading, drainage, utilities, and location of hadscape elements. Verify congruency of information as related to Landscape, Architectural, and Civil Drawings and notify consultants in the event of conflict for final resolution. IRRIGATION NOTES: 1. These plans shall be approved by Kohl's prior to order /installation. 2. Provide wires at ends of mainline as indicated on plan. Label all wires as they pass through each vault. 3. Stake all valve box locations for approval. Plan is diagrammatic. 4. Set valve boxes square to adjacent building, curb, or paving. 5. All pipe shown under paving adjacent and parallel to planted areas is intended to be placed in that area where possible. All pipe shall be installed in planters or sleeved. No tees or ells shall be installed under paved areas. All material to be installed on owners property. 6. All irrigation under buildings, roads, walks, parking areas or other paved surfaces shall be sleeved. Sleeving may be included for future work. Minimum sleeve size 6" diameter. 7. Make any required J and all re uired adjustments to the irrigation plan to assure complete and adequate coverage with minimum overspray. No water shall drain onto or across walks, curbs, or paved areas. Adjust heads to minimize spray outside of planters. Absolutely no water shall spray or drain onto, or across sidewalks, stairs or steps. Program controllers for multiple starts to prevent run -off. 8. See project specifications for further information. 9. Lateral line shall have 18" of cover, and main lines 24 ". 30" maximum cover. 10. Refer to planting plan for exact layout. Intent is that all new plantings receive adequate water. 11. Irrigation Contractor to test static pressure, and submit written report to Owner prior to beginning work. Pressure is anticipated to be 150 PSI, per City of Tukwila Water Department. 12. Select arc and radius best suited to each location. Use variable arc nozzles only where standard nozzles will not do. 13. Install rain sensor "Hunter Mini Click" on inside of roof parapet wall. See Kohl's mechanical consultant plans for to determine best possible location. 14. Contractor shall maintain the landscape & irrigation throughout construction and up to store grand opening date. Responsible party (Kohl's or landlord) will assume maintenance beginning on the grand opening date of the store. Any punch list items resulting from the final observation must be corrected prior to the grand opening of the store. 15. Irrigation maintenance shall include, at a minimum, weekly irrigation controller adjustments. 16. Southcenter Square mainline is looped. If loop cannot be achieved, 3" schedule 40 mainline shall be used. D1q1,01.3 IRRIGATION REVISION NOTES (5 -16- 2007): 1. Revisions to irrigation head and piping locations reflect changes in planting bed locations as shown on landscape plans Sheets L-2.0 thru L-2.3. A Indicates the location of specific modification or revision to the previous PW -158 submittal. immummim ' Ill1i111111'7 � r-, y for mem ..ArA d SITE REFERENCE SHEET INIDEX Section Sheet L -3.1 I(SE Section Sheet L -3.2) L -1.0 - SITE PLAN L -2.0 - LANDSCAPE PLAN: NW SECTION L-2.1 - LANDSCAPE PLAN: NE SECTION L -2.2 - LANDSCAPE PLAN: SE SECTION L-2.3 - LANDSCAPE PLAN: SW SECTION L -3.0 - IRRIGATION PLAN: NW SECTION L -3.1 - IRRIGATION PLAN: NE SECTION L -3.2 - IRRIGATION PLAN: SE SECTION L -3.3 - IRRIGATION PLAN: SW SECTION L-4.0 - LANDSCAPE DETAILS L-4.1 - IRRIGATION DETAILS ;RECEIVED CITY CF "IMPALA MAY 211007 E- MliaL:N ER CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE KEY PLAN TUKWILA, WA REVISIONS BUILDING PERMIT SUBMITTAL :10110106 BAR MINOR MODIFICATIONS :10/25/06 TENANT REVISIONS: 11 /03106 COORDINATION / CITY COMMENTS: 11/17/06 PROGRESS SET :12.04.06 PANEL REVEAL REVISIONS: 12105 /06 CONSTRUCTION SET: 01/12/07 PUBLIC WORKS REVIEW RESPONSES 01/22/07 OWNER REQUESTED REVISIONS 02/05/07 PUBLIC WORKS REVIEW RESPONSES / 3/20/07 PUBLIC WORKS REVIEW RESPONSES 5/16/07 ISD INTEGRATED SITE DESIGN LANDSCAPE ARCHITECTURE, PLANNING DESIGN 12743 28th Avenue NS Seattle, Waehtugton 98126 (208) 983 -9049 FAX 382 -8480 xnw.I-S -D.00m REGISTRATION DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: STATE OE '+l SI UMTON ND AAc z 'MYNA:IID I *1311 M CatttICAISI•03.X0 n FRET I HO ARCHITECTS, 10230 HE Faros DRIVE v.mE 300 10PKOD,WA 98033 M25.8272100 M25.828.6899 RHGR, SM 5 -16 -2007 A03 -446 5 -16 -2007 Irrigation Plan: SE Section L -3.2 'NOT FOR CONSTRUCTION' 3A1VA '3Z1S NIdJ 1Sd 25 17" 36 30 26 12" 26 30 27 17" 57 30 28 1" 2 30 29 12" 54 30 30 1" 26 30 31 1" 26 30 32 12" 58 30 33 1" 2 30 34 1" 22 30 35 1 34 30 36 1" 49 30 37 17" 10 30 38 1" 30 30 39 12" 47 30 VALVE HZIS AdD ISd 1 1" 3 30 2 1" 17 30 3 1" 14 30 4 lye" 49 30 5 12" 51 30 6 1" 3 30 7 1" 10 30 8 1 31 30 9 12" 32 30 10 12" 37 30 11 1" 8 30 12 1" 7 30 IA'IVA r�ZIS YIId9 1Sd 1 17" 35 30 2 17" 51 30 3 12" 40 30 4 1" 2 30 5 11/2” 41 30 6 11 53 30 7 i2'i 30 30 8 12" 71 30 9 - - - 10 - - - 11 - - - 12 - - - 3NI`dA [Z15 TN dD lSd 13 1" 26 30 14 1" 21 30 15 1" 6 30 16 12" 29 30 17 12" 51 30 18 12" 48 30 19 1" 1 30 20 1 2" 50 30 21 12" 34 30 22 12" 52 30 23 1" 1 30 24 12" 52 30 SYMBOL DESCRIPTION P.S.I. RADIUS RAINBIRD 1806- SAM -FRS 5Q-B or 5CST-B N07.71 ,E 30 10' : M c RAINBIRD 1800- SAM -PRS 5' SERIES NO7Zf •E 30 5' El © ©C)CD0 RAINBIRD 1800 -SAM PRS 8' SERIES NO77J.E 30 8' 961 47 QO RAINBIRD 1800- SAM -PRS 10' SERIES NOZZLE 30 10' d °Z © RAINBIRD 1800- SAM -PRS 12' SERIES NOZZLE 30 12' ® ll'Alh 4 111, • RAINBIRD 1800-SAM -PRS 15' SERIES NOZZLE 30 15' - USE RAINBIRD PCS SCREENS TO CONTROL OVERSPRAY 1 -1/2" IRRIGATION DEDUCT WATER METER - 2 TOTAL © IDCV1 DOUBLE CHECK VALVE ASSEMBLY AND MASTER VALVE - L4.1 2 TOTAL AUTOMATIC CONTROL VALVE, IRRITROL 700 SERIES, SIZE PER VALVE KEY REFER TO DETAIL 1 -L4.I AUTOMATIC DRIP ZONE CONTROL VALVE, REFER TO DETAIL 9 -L4.1 fp QUICK COUPLER VALVE - RAINBIRD 33LRC PER DETAIL 4-L4.1 CONTROLLER- KOHL'S - IRRITROL SMART DIAL MODEL SD1200 -EXT, WALL MOUNT 12 STATION C K CONTROLLER - SOUTHCENTER SQUARE - HUNTER MODEL ICC -M 40 Stations tii s 0 D DRIPLINE INSTALLATION IN PLANT PIT, SEE DETAIL 8-L4.1 - NETAFIM DRIPLINE MODEL TLCV6 -l2xx .6 GPH PER EMITTER, 12 EMITTER SPACING PER DETAIL 7 -L4.1 - • - 0 NETAFIM FLUSH VALVE AND OPERATION INDICATOR STAKE PER DETAIL 10 -IA.1 NOT SHOWN HUNTER RAIN CLIK RAIN SENSOR (KOHLS) MOUNT PER ARCHITECT'S DIRECTION NOT SHOWN HUNTER ET SYSTEM (SOUTHCENTER) MOUNT PER ARCHITECT'S DIRECTION • 2 -1/2" GATE VALVE (ISOLATION VALVE) IN STANDARD CARSON VAULT SIMILAR TO CONTROL VALVE DETAIL SCHEDULE 40 PVC LATERAL PIPE - SIZE AS INDICATED SOUTHCENTER SQUARE 2 -1/2" SCHEDULE 40 MAIN LINE - SEE IRRIGATION NOTE 16 - - - KOULS 2 -1/2" SCHEDULE 40 MAIN LINE - • - SEE SLEEVING PLAN SCHEDULE 40 PVC SLEEVE - 6" SIZE UNLESS OTHERWISE INDICATED NOT SHOWN # 14 AWS TYPE OF CONTROL WIRE, RED = SIGNAL, WHITE = COMMON, YELLOW = SPARE Irrigatin modificaiton per revised planter. 3/,, Mainline Isolation Valve, Typ. Irrigatin modificaiton per revised planter. �r 1 �` T :.� = AIL #r 113111111111 P 1 M19 1 11111111BEINCIEMORMIllii -4115111- ristnionsm 1 1 ► / ,, 3 41T / „ 17. 174 1 Y. 1 4" I' " 1% 1 " 1%„ 1% Place isolation valve and control valve #10 in plant bed, see note 5. .n .a -r.- �, f � � � : - - - - - - � + . •r � � �4n /4e, %4" �.j" � ' `i\ 340 � 3 i4" 3 �4" �4. �4" � ATCH INE (SW Sect '•n Slice L -3.3) Scale: 1" = 20'-0" IRRIGATION PLAN: SOUTHWEST SECTION ■MMEMMEN IRRIGATION EQUIPMENT LEGEND USE RAINBIRD 1804 -SAM -PRS 4" POP -UPS FOR TURF AREAS, AND RAINBIRD 1806 6" POP -UPS IN SHRUB AND GROUND COVER AREAS. 0 10 20 R.O.W.VALVE LEGEND GENERAL NOTES: SOUTHCENTER PARCEL KOHL'S PARCEL VALVE LEGEND Data changed per revisions. VA LEGEND 1. Verify that existing conditions are correct prior to initiating work. Notify the project superintendent of conditions that require modification in order to complete work as shown in the Construction Documents. Proceeding with work signifies acceptance of existing conditions. 2. Construction Documents (drawings and Specifications) are the primary guides to design intent. 3. Landscape Plans, Details, and Specifications include information related to site preparation, planting & soil placement, and landscapeirrigation. 4. All specifications and standards apply to both the Kohl's parcel and Southcenter Square parcel. 5. See Architectural drawings related to code compliance requirements and building design. 6. See Civil drawings for grading, drainage, utilities, and location of hadscape elements. Verify congruency of information as related to Landscape, Architectural, and Civil Drawings and notify consultants in the event of conflict for final resolution. IRRIGATION NOTES: 1. These plans shall be approved by Kohl's prior to order /installation. 2. Provide wires at ends of mainline as indicated on plan. Label all wires as they pass through each vault. 3. Stake all valve box locations for approval. Plan is diagrammatic. 4. Set valve boxes square to adjacent building, curb, or paving. 5. All pipe shown under paving adjacent and parallel to planted areas is intended to be placed in that area where possible. All pipe shall be installed in planters or sleeved. No tees or ells shall be installed under paved areas. All material to be installed on owners property. 6. All irrigation under buildings, roads, walks, parking areas or other paved surfaces shall be sleeved. Sleeving may be included for future work. Minimum sleeve size 6" diameter. 7. Make any and all required adjustments to the irrigation plan to assure complete and adequate coverage with minimum overspray. No water shall drain onto or across walks, curbs, or paved areas. Adjust heads to minimize spray outside of planters. Absolutely no water shall spray or drain onto, or across sidewalks, stairs or steps. Program controllers for multiple starts to prevent run -off. 8. See project specifications for further information. 9. Lateral line shall have 18" of cover, and main lines 24 ". 30" maximum cover. 10. Refer to planting plan for exact layout. Intent is that all new plantings receive adequate water. 11. Irrigation Contractor to test static pressure, and submit written report to Owner prior to beginning work. Pressure is anticipated to be 150 PSI, per City of Tukwila Water Department. 12. Select arc and radius best suited to each location. Use variable arc nozzles only where standard nozzles will not do. 13. Install rain sensor "Hunter Mini Click" on inside of roof parapet wall. See Kohl's mechanical consultant plans for to determine best possible location. 14. Contractor shall maintain the landscape & irrigation throughout construction and up to store grand opening date. Responsible party (Kohl's or landlord) will assume maintenance beginning on the grand opening date of the store. Any punch list items resulting from the final observation must be corrected prior to the grand opening of the store. 15. Irrigation maintenance shall include, at a minimum, weekly irrigation controller adjustments. 16. Southcenter Square mainline is looped. If loop cannot be achieved, 3" schedule 40 mainline shall be used. c . � k %• ° r1 4 az 4..t 3 3 III 11 � I SITE REFERENCE SHEET INDEX L -1 .0 - SITE PLAN L -2.0 - LANDSCAPE PLAN: NW SECTION L-2.1 - LANDSCAPE PLAN: NE SECTION L-2.2 - LANDSCAPE PLAN: SE SECTION L -2.3 - LANDSCAPE PLAN: SW SECTION L-3.0 - IRRIGATION PLAN: NW SECTION L-3.1- IRRIGATION PLAN: NE SECTION L-3.2 - IRRIGATION PLAN: SE SECTION L -3.3 - IRRIGATION PLAN: SW SECTION L-4.0 - LANDSCAPE DETAILS L-4.1 - IRRIGATION DETAILS %a 7 %" e, 3e, 3 4 " IRRIGATION REVISION NOTES (5- 16- 2007): 1. Revisions to irrigation head and piping locations reflect changes in planting bed locations as shown on landscape plans Sheets L-2.0 thru L -2.3. Indicates the location of specific modification or revision to the previous PW -158 submittal. ,,..:.. 'Cr WI W I I I J AP:dma_' Min 11M111 mn111n1 MATCHLIN MATCHLIN 6 tri d 0 Z z to z 0 z (-) CE1VED CITY OF TUKWILA d MAY 212007 0 FER g z CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE TUKWILA, WA KEY PLAN REVISIONS BUILDING PERMIT SUBMITTAL :10/10106 BAR MINOR MODIFICATIONS :10/25/06 TENANT REVISIONS :11/03/06 COORDINATION I CITY COMMENTS : 11/17/06 PROGRESS SET :12.04.06 PANEL REVEAL REVISIONS: 12/05/06 CONSTRUCTION SET: 01/12/07 PUBLIC WORKS REVIEW RESPONSES 01/22/07 OWNER REQUESTED REVISIONS 02/05/07 PUBLIC WORKS REVIEW RESPONSES 5/16/07 PUBLIC WORKS REVIEW RESPONSES A 3/20/07 10 ISD INTEGRATED SITE DESIGN LANDSCAPE ARCHITECTURE, PLANNING, DESIGN 12743 28th Avenue NE Seattle, Washington 98125 (208)389 -9049 FAX 392 -8480 wnwI- S -D.com REGISTRATION DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: SIA' Of WA.513INGTON nemmito ARCHITECr ftAYMOM Rom Certtr5 sir FREIHEIT & HO ARCHITECTS INC., P.S 10230 NE PONS DRIVE SURE 300 =MD, ND, WA 98033 P:425.8272100 F425B28.6899 RHGR, SM 5 -16 -2007 A03 -446 5-16-2007 Irrigation Plan: SW Section L -3.3 'NOT FOR CONSTRUCTION' ti • - -- Install 2" depth mulch, lightly compact and level prior to planting. Plant flush to finish grade with no foliage covered by mulch and with rootball covered with mulch. Stake attached to wall or trellis for tendril type vines SOIL BACKFILL I II 2/3 "Y" 12" 4 HT. OF SCAFFOL e BRANCHES 4 TOP OF STAKE CONC. CURB STREET SOIL BLEND Compacted blend of topsoil and existing soil Scale: NTS ROOTBALL BRACE "Trex" plastic wood root brace CABLE STAY Scale: NTS a IIII IIII Remove container or burlap prior to planting. Plant top of rootball flush to finish grade and cover with 2" Depth of mulch. Continuous from anchor to anchor over root brace Installed with turnbuckle at center. CABLE ANCHOR Eye bolt anchor embedded in concrete planter with epoxy. 2% slo 'X/2" • • • TREE IN PLANTER Scale: NTS 11111tH h 1111-1111 1 1= I,X„ VINE PLANTING Root barrier shall be a ribbed polypropylene "RF- 3650" Manf. by Shawtown. 2% slope, typ. 1 * "Y" _ TREE SCAFFOLD BRANCH HEIGHT ABOVE GRADE 5' MINIMUM 4 ':x" = DIAMETER OF ROOTBALL IIII.= LAWN IIII 1 I I I BACKFILL 1 111 Scarify plant pit and backfill with topsoil, finish grade to slope 2% to curb TREE STAKING (2) P.t. nom. 2" diameter stakes embedded 3' in existing soil with #3 " Chainlock" tree ties attached to stakes. ROOTBALL Remove container or burlap prior to planting. Plant top of root ball flush to finish grade ROOT BARRIER Cont. at perimeter of curb and sidewalk at 24" depth. rn SOIL Existing ci 2 „X„ STREET TREE PLANTING: MINKLER AND SOUTHCENTER PKWY. . vi/irk ►. IPM !1 11 IIII III IIII IIII IIII IIII IIII .= IIII =IIII IIIIII — 11111 IIII =I I I h I I I I -11 11.=1 I. =III h :fin] ED ED x EDTED e ED ED ED ED CD „ typ DECIDUOUS TREE 6" ae MIN. 3'-6" Continuous outer row at "x" feet on center. 2 / "x" feet setback from edge of planting bed with triangular spacing inside bed, typ. Edge of planting bed or pavement a GROUNDCOVER SPACING DIAGRAM Scale: NTS X - -=recommended spacing (see landscape detail on drawing G Actual plant locatio WALL, PIER OR TRELLIS VINE 12" minimum depth Amended topsoil (at grade planting) or light weight soil (planters) NOTE: Plant quantities based on actual areas and specified spacing take precedence over quantities indicated in the plant list DECIDUOUS TREE Specim AIR TUBE 4" Diameter perforated pvc pipe with filter wrap cap on top and extended to drainage at bottom of planter. PLANTER Cast in place concrete PLANTER SOIL Compacted CURB Cast in place concrete STAKE TREE LAWN de Qty. Scientific Name cisluons Tree HT. OF SCAFFOL BRANCHES TOP OF STAKE d 5 Acer pahnatum'Garnet' 26 Acer ginnala 3 Acer griseum 26 Acer palmatum B 26 Acer rubrum Bowhali' 24 Betula Papyrifera 6 Cerddiphyllum japonicum 28 Cornus kousa 8 Caatacgus x lavallci cR 10 Pyrus calleryana'Redspire' m 4 Stewartia monadelpha vergreen Tree 47 Calocedrus decurrens 6 Magnolia grandiflora 7 Magnolia grandiflora 'Edith Bogue' vergreen Hedge Bmj 32 Buxus mierophylla japonica 215 llex crenata 'Heller'' 354 Prunus laurocerasus'Otto Luyken' of 4 Thuja nccidenta1in Emerald Green' bruit 16 Helianthemum nummularium 16 Lithodora diffusa O 4 G 4 N CONC. CURB STREET SOIL BLEND Compacted blend of topsoil and existing soil A. 11 g 4 Abelia grandifloria 9 Arbutus undo 24 Buxus sempervivens 8 Berberisthunbergii 'Rose Glow' 144 Berberis thunbergii'Crimson Pygmy' H 16 Berberis thunberrgii 'Helmond's Pillar' 35 Ceanothus lutist Phelps' 52 Ostus purpurea 19 Cornea alba 53 Euonymus alata 60 Escallonia langleyensis'Pride of Donnard' 1D4 Hydrangea serrata 'Preziosa' 38 Leucothoe axi.11aris 110 Nandina domestica 'Gulf Stream' 103 Nandina domestica 'Harbor Dwarf 20 Nandina domestira'Conapacta' 6 Nandina domestica'Plum Passion' 14 Osmanthus delavayi 6 Osmanthus heterophyllns'Goshild' 4 Phormiimn tenax 123 Pittosporum tobira 'Wheelers dwarf 81 Rbaphiolepis indica 'Bay Breeze' 12 Sarcococca ruscifolia 125 Spirea japonica 'Magic Carpet' 37 Viburnum davidii ental Grass 30 Helictotrichon senlpervirens 62 Miscanthus sinensis C 45 Motinia eaerulea Ines 22 Clematis montana'Rubens' 266 Parthenocissus tricuepidata s S Wisteria sinensis Ground Cover ✓ 38 Calluna vulgaris 854 Cotoneaster dammed 'Low fast' 235 Epimedium x rebrum 132 Fragaria chiloensis 19 Geranium 'Johnson's Blue' 60 Mahonia repens 790 Rubus calycinoldes 43 Sarcococca hookerana ltumilis 40 Thymus praecox wn 6,68bsf Seasonal Color Mixes Seasonal Color? fix 1 (NW corner North Building and SW corner South Building) 18 Fragaria chiloensis Ornamental Strawberry 14 Hemerocallis fulva Orange Daylily a®onal Color Mix 2 (Soutlncenter Parkway Entry Courts at trellis planters) 16 Berberis thunbergii'Crimson Pygmy*' Japanese Barberry 16 Hakonechloa macra Japanese Porest Grass STREET TREE PLANTING WITH PIT: EAST AND NORTH STREET Scale: NTS ROOT BALL OF TREE • a• . 4 d 44. 4• 4 .34 "4.4 C v U 0 0 4 .4 4 4 44 - • . 4 e , .4 C 6 l TREE TN PLANTER - Plan Scale: NTS PLANT LIST: SOUTHCENTER SQUARE PARCEL (Not including KohPs parcel and ROW) Common Name Garnet Japanese Maple Amur Maple Paperbark Maple Japanese maple Bowhall Red Maple Paper Birch Katsura Tree Kousa Dogwood Lavalle Hawthorn Redspire Pear Tall 5tewarti.a Incense Cedar Southern magnolia Southern magnolia Japanese boxwood Japanese Holly Otto Luy'ken Laurel American arborvitae Glossy Abelia Strawberry Tree English Boxwood. Japanese Barberry Japanese Barberry Japanese Barberry Ceanothus Rockrese Tatarian Dogwood Winged Enonymus Donate]. Eseallonia Hydrangea Coast Leucothoe Heavenly Bamboo Heavenly Bamboo Heavenly Bamboo Heavenly Bamboo Delavay tea olive Holly-Leaf Osmanthus New Zealand flax Wheelers dwarf tobira India Hawthorne Sarcococca Japanese Spirea David Viburnum Blue Oat Grass Japanese silver grass Purple Moor Grass Anemone Clematis Boston ivy Chinese Wisteria Heather Bearberry Cotoxneaster Epimedium Sand Strawberry Cranesbill Creeping Mahonia Bramble Sweet Box Creeping Thyme Sunrosse Grace Wand Size (at planting) Spacing 3' Ht. x 4' Spread As shown 2 " -Cal, 8 -10' Ht. As shown 2 " -Cal, 8-10' Ht. As shown 2 "-Cal, 8-10' Ht. As shown 2 -1j2" -Cal 12 -14' Ht. As shown 2 "-Cal, 12' lit. 2"-Cal, 10-12' Ht. 2 " -Cal 12' Ht. 2 "- CaLB'Ht. 21J2 "-Cal 12' Ht. 2 "-Cal, 1.2' Ht. 8' Ht. Specimen 14-16' Ht. 2" -Cal, 10' It. 2 -Gal 3' o.e. 2 -Gal 2' ac. 5 3 o.c. 6' H. 3' o.c. 5-Gal 4' o.c. 5-Gal 5' o.c. 2 -Gal 3' o.c. 5-Gal 3' ac, 2-Gal 18" O.C. 2 -Gal 18" o.c. 5-Gal 3' on. 5-Gal 4' o.c. 5-Gal 5' o.e. 2 -Gal 4 5-Gal 4' o.e. 5-Gal 4' on. 2 -Gal 3' o.c. 5-Gal 2' o.c. 2 -Gal 1' o.c. 5-Gal 3' o.c. 2-Cal 2' ac. 5-Gal 5' ac. 5-Gal 3' o.c. 5-Gal 3' o.c. 2 -Gal 2' o.e. 5-Gal 4' o.e. 5-Gal 5' o.c. 2 -Gal 30" o.c. 2 -Gal 2' ac. 1-Gal 2' o.e. 5-Gal. 4' oc. 3-Gal 3' o.c. 2 -Gal 1 -Gal 15 -Gal 1 Gat 1 Gal. 1 Gal. 1 GaL 1 Gal. 1 Gal 1 GaL 1 Gal. IGal. 1 -Gal 1-Gal 2 -Gal 1 -Gal 1 GaL 1 -Gal 2% slope, typ. "Y" = TREE SCAFFOLD BRANCH HEIGHT ABOVE GRADE 5' MINIMUM 4 ;X" = DIAMETER OF ROOTBALL TREE STAKING (2) P.t. nom. 2" diameter stakes embedded 3' in existing soil with #3 "Chainlock" tree ties attached to stakes. Remove container or burlap prior to planting. Plant top of root ball flush to finish grade and cover with 2" depth of mulch. Hastings Checker Block pervious paving, 4" depth with 2" depth sand base. Planting within paver voids Cont. at perimeter of curb and sidewalk at 24" depth. Root barrier shall be a ribbed IIII =1111 h polypropylene "RF-3650" IIII Manf. by Shawtown. 11 PLANTING 1111 Groundcover, Rubus calycinoides at 2' o.c. As shown *172 As shown *1,*2 As shown *172 As shown '172 As shown *1,*2 As shown 172 As shown 1, As shown *1,*2 As shown *1,*2 2' o.c. 2' o.e. 2' on. 2' o.c. 2' ac. 2' o.e. 2' o.c. 2' o.c. 2' o.c. Scarify plant pit and backfill with topsoil, slope 2% to curb SOIL Existing Comments ('see note) specimen, *1,*2 *1,*2 *172 *1,*2 *172 *172 *1;2 *172 172 *1,"2 '172 *172 *172 `172 '172 172 *172 *172 *172 ' 1,'2 *172 *172 *172 *172 * 172 '172 '1,*2 *172 * 172 *172 7 172 *172 172 *172 '' `172 172 As shown *172 18" o.c. *172 As shown *172 *17273 *172 *L*2 '172 *172 172 *1,'2 '172 '172 15" o.c. '1,*2 18" ac. '1,*2 18" o.c. *172 18" o.c. '172 18" o.c. 18" o.c. '172 aces: . All trees, shrubs and groundcover to be full and symmetrical . Plant quantities are to be determined by specified spacing, as shown on plans, and planting areas as measured on -site. *3. Equal quantities of Calluna vulgaris 'Corbett Red'. 'Nana', Silver Queen' and 'Spring Torch'. *4 Equal quanities of Erica carnea 'Ruby Glow','Springwood','Viveliii' and 'Winter Beauty'. DECIDUOUS TREE ROOTBALL PAVING ROOT BARRIER BACKFILL CABLE STAY With eye bolt anchor and turnbuckle tensioner at center typ. Code Qty. Scientific Name Common Name Seasonal Color Mix 3 (Raised Planters atEntrance to South Building) 4 Epimedium x rubrum Epimedium 16 24 Plant mixes Mx #1 as 88 Miodi2 310 310 310 Perry 3 Mix #5 s . . . : 2 O.S.Edge planting area O.S.Edge planting area At center of planter ANCHOR Eye bolt embedded in concrete planter AIR TUBE (4) Each tree typ. BRACE "Trex" p astic woo root • • ce PLANTER ast m place concrete 8 Ligularia stenocephala "The Rocket' 4 Ligustrum japonicum 8 Vines minor 'Variegate 4- o 2 o ca tgi -1=S , w ru ▪ O a. 0 2' W 6" 134 134 134 134 8 Lobelia erinus Lobelia 1 Gal. Seasonal Color Mix 4 (Parking Islands at Minkler Boulevard and at North St Service Area) 30 Campanula app. Bellflower 1 Gal. 12 Imperata cyl'mdrica Japanese Blood Grass 1 -Gat 12 Iris japonica Japanese his 1 Gal. Seasonal Color Mix ra (North and South m dlaing corner Courts) 12 Arctosfaphyllos uva -ursi ICnnildnnick 1 Gal. 12 Berberis thimbe3rgu Vximeart Pygmy' Japarieso Barberry 2 -Gal 12 Daphne enearum Garland Daphne 1 Gal. 12 Linum perenne Perennial Blue Flax 1 GaI. 12 Salvia nemerosa Sage 1 Gal. Seasonal Color Mix 6 (Parking Islands at Raised Walkways) 24 Acanthus mall's Bear's Breech 1 -Gal. 72 Callum vulgaris Heather 1 -Gal. 36 Carexbuchanaznii Leather Leaf Sedge 1 -Gal. 36 Geranium 'JOhnson's Blue' Cranesbill 1 -Gal. 72 Fragaria chiloensis Ornamental Strawberry 1 -Gal 24 Spirea japonica Magic Carpet' Japanese Spires 2 -Gal Seasonal Color Mix 7 (Raised Planters atEntrance to North Bui'ld'ing) 4 Arctostaphyllos uva -ursi Kinnikinnick 1 Gal. 4 Berberis thunbergii 'Crimson Pygmy' Japanese Barberry 2 -Gal 8 Hauchera micrantha'Purple Palace' Coral Bells 1 -GaL 4 Ligustrum japonicum Japanese Privet Topiary 1 Gal. 8 Lithodora diffusa Grace Wand 1 -Gal 8 Lonicera nitida Baggesen's Gold' Box Honeysuckle 1 GaL Seasonal Color Mix 8 (Main Entry Drive at Souttuenter Parkway) 8 Acanthus moths Bear's Breech 30 Annuals Annuals 22 Berberis thunbergii 'Crimson Pygmy' Japanese Barberry 11 Callum vulgaris 'Robert Chapman' Heather 11 Calluna Wands 'SlverKnight' Heather 44 Iris japonica Japanese his 4 Phlox Spp. Phlox 4 Rosemarinus officinalis 'Tuscan Blue Tuscan Blue Rosemary Seasonal Color Mix 9 (Raised planters in South Paviltlon) 8 Annuals Annuals 1 -Gal. 18 "o.c. 4 Berber's themberg'i 'Crimson Pygmy' Japanese Barberry 2 -Gal 18" o.c. 4 Caxex morrowli Variegated Japanese Sedge 1 -Gal. 18" o.c. 4 Calluna vulgaris Heather 1 -Gal. 18 "o.c. 4 Etionyinus alata Winged Bsonymus 2 -Gal 3' n.e. 4 Helianthemum nunimularium Sunrose 1 Gal. 18" o.c. *172 Seasonal Color Mix 11 (Round Movable Planters -S total, and at raised planters in front of Petro and Nordstrom Rack) 28 Acanthus monis Bear's Breech 1 -Gal. 2' o.c. *172 Corms stolonifera'Kelsey'' E iimedium x rubrum Cotoneaster damineri 'Lowfast' Rebus calycnoides Epimedium x rubrum Berberis thunbergL'Crimson Pygmy' Calluna & Erica app. Epimedium x rubrum Rubes calyrinoides 100 Callum & Erica spp. 100 Helirtotrichon sempervirens 100 hescanthus sinensis 100 Panicum virgatum 100 Rubes rely cinoides 100 Stipa app. Cam to 2' Bea/terry Cotoneaster Bramble Epimedium Japanese Barberry Heather Epimedium Bramble Heather Blue Oat Grass Japanes silver grass Switch Grass Bramble Feather Grass ru 0 1.5x "X" Ligularia Japanese Privet Topiary Variegated. Periwinkle Cast in concrete . STAKE Hastings Checker Block penis - paving, 4" depth - ti with 2" depth sand „ 'o a base. 2'X2'11 is to w 3" x 3" peer voids. Planting p r„ within paver voids. • Width of sidewalk varies 4 PLANTING Rubus calycinoides at 2' o.c., v ridgn the paver voids Tim • u7 • .v P .4VING „X„ 6" MIN. SHRUB PLANTING Scale: NTS Revisions to plant quantities. Size (at planting) 1 Gal. 1 -GaL 1 GaL 1 -Gal 1 -Gal. 1 -Gal 2 -Gal 1 -GaL 1 -Gal. 1 -Gal. 1GaL 1 -Gal. 48 Lithodora diffnisa' Grade Ward' Grace Ward Lithodara 1 -Gal Seasonal Color Mix 12 (Raised Planters with trees at entrances to North and South Buildings ) 24 Aubreita deltoidea Common Aubricta 1 -GaL Daphne cneor un Garland Daphne 1 Gal. Hebe'Autuxnrn Glory' Veronica 1 Gal. Dwf.Red -twig Dogwood 2 -Cal Epimedium 1 Gal. 1 Gal. 1 -Gal 1 Gal 2-Gal 1 GaL 1 Gal. 1 -Gal 1 GaL 1 -Gal 1 -Gal 1 -Gal 1 -Gal 1 -Gal CU f% 4" MIN. Spacing Comments ("see note) 2' tic. '172 18" o.c. *172 18" on. *172 2' *1,*2 18" o.c. *172 18" o.c. *172 18" on. *172 18" o.c. *172 18" o.c. *172 18" o.c. *172 18" o.c. '172 18" ac. *172 18" on. *172 2' o.c. 18" a.c. 18" o.c. 18" o.c. 15" O.C. 3' O.C. 2' o.c. 18" Os. 18" a c. 18" O.e. 18" o.c. 18" O.c. 2' o.c. 18 "o.c. 18" o.c. 18" o.c. 18" ax. 18" on. 18" o.c. 18" o.c. 18" O•C• 18" o.e. 18" R.C. 18" on. 2' o.c. 2' o.e. 18" o.e. 2' o.c. 2' n.c. 2' o.c. 2' o.c. 2' o.e. 3 ' o.c. 2' o.c. 2' a.e. 2' o.c. „Y 2 x "X" SOIL Existing recompacted *172 *17273 *172 '172 '172 *172 '1."2 *1,*2 *172 *172 * 172 '172 172 *172 1,*2 x'172 *172 1,*2 *172 *172 "'172 *1.72 *172 *1..'"273 "172 *1,'2 *172 .,.1 *172 2' o.c. *L*2 2' o.c. *172 *172 * 172 *172 Notes: *1. All trees, shrubs and groundcover to be full and symmetrical *2. Plant quantities are to be determined by spedaed spacing, as shown on plans, and planting areas as measured on -site. *3. Equal quantities of Calhma vulgaris 'Corbett Red', 'Nana', Silver Queen' and 'Spring Torch'. *4 Equal quaoitles of Erica carne( Ruby Glow','Springwood','Vivellii' and 'Winter Beauty'. TOP CPR11111 ROOT BALL 11 1111 EVERGREEN TREE PLANTING Scale: NTS ce 11=1111= BACKFILL 1111 111177.-. Scarify plant pit and backfill with topsoil SOIL 1111 Existing 11 SOIL BLEND Compacted blended topsoil 111 and existing soil PLANT LIST: KOHL'S PARCEL Code Qty. Scientific Name Common Name Size (at planting) Spacing Deciduous Tree Ad 4 Acer palmatura 'Garnet' Garnet Japanese Maple 31R. x 4' Spread AP 3 Acer pima:him Japanese maple 2 "-Cal, 8-10' Ht. BP 23 Betula Papyrifera Paper Birch 2 "-Cal, 12" Ht. Evergreen Tree Cd 27 Calocedrus decurrens Incense Cedar 8' Ht. MgE 5 Magnolia grandiflora 'Edith Bogue' Southern magnolia 2"-CaL 10' an. Pm 2 Podccarpus macrophyllus Yew Pine 10' -12' Ht. Evergreen Hedge I 27 Ilex crenata 'Hailed' Japanese Holly 2-Gal 2' ac. P1 47 Prunus laurocerasus 'Otto Luyken' Otto Luyken Laurel 5-Gal 3' o.c. Shrub Ai 11 Aucuba japonica Japanese Aucuba 5-Gal 5' ac. Bt 8 Berberis thurnbergii 'Rose Glow' Japanese Barberry 5-Gal 3' o.c. B 141 Berberis thuabergii 'Crimson Pygmy' Japanese Barberry 2-Gal 2' o.c. la 6 Fatsia japonica Japanese Malta 5-Gal 4' o.c. La 12 Leucothce axillaris Coast Leucothae 2-Gal 3' 0.c. N 74 Nandina domestica 'Harbor Dwarf . Heavenly Bamboo 1-Gal 1' 0.c. P 11 Pittosporum tobira 'Wheelers dwarf Wheelers dwarf tobira 2-Gal 2' o.c. Ri 34 Rhaphiolopis indica 'Bay Breeze' India Hawthorne 5-Cal 3' o.c. Si 107 Spirea japonica 'Magic Carpet' Japanese Spirea 2-Gal 30' o.c. Ornamental Grass Hs 8 Helictotrichon serapervirens Blue Oat Grass 1-Gal 2' o.c. Mc 28 Ward's caerulea Purple Moor Crass 3-Cal 3' o.c. Vines Cm 24 Clematis mantana Rubens' Anemone Clematis 2-Gal Pt 97 Partherrocissus tricu.spidata noston Ivy 1-Gal T 40 Thymus praecox Creeping Thyme 1 Gal. 2' on. Lawn 1894af Seasonal Color Mixes Seasonal Color Mix 4 (Parking Islands at Parking lot Enties) 4 Imperata cylindaica Japanese Blood Grass 1-Gal. 18" o.c. 5 Iris japonica Japanese Iris 1 GaL 1r 0.c. Notes: *1. All trees, shrubs and groundcover to befall and symmetrical *2. Plant quantities are to be determined by specified spacing, as shown on plans, and planting areas as measured on-site. *3. Equal quantities of Calluna vulgaris 'Corbett Red', 'NanaaSilver Queen' and 'Spring Torch'. Code Qty. Scientific Name An Conun nual o s n Name Size (at planrmg) Spacing Comments 8 Berber's thunbergil 'Crimson Pygmy' Japanese Barberry 8 Calluna vulgaris Hea Sedge 1-Gal. 8 laelian '1 Gal. Plant mixes Seasonal Color Mix 10 (Kohl's Main Entry Raised Planter) 7 Spina japonica 'Magic Carpet' 8 Ixaperata cylindrina Japanese Blood Grass 1-Gal. Sunrose Japrmese apnea 2-Cal 11 :1 * - 1 1 : , 72 *2 231 Ephsterlitun x =brunt 231 Vinca major' 'Variegata' "X" = DIAMETER OF ROOTBALL (1) Nom. #5 rebar stake embedded 3' in undisturbed soil with #5 "Chainlock" tree tie attached to stake. 1111 Scarify plant pit and 1111 backfill with topsoil 1111 SHRUB ROOTBALL Remove burlap and plant top of rootball flush to finish grade. Cover with 2" depth mulch. Bramble Epimedium Epiniedium CONIFEROUS TREE STAKE ROOT BALL Remove container or burlap prior to planting. Plant top of root ball flush to finished grade and cover with 2" depth of mulch. SOIL Existing STAKE TREE PLAN VIEW NOTE All specimen trees to be secured with guy wires and and soil anchors REVIO ED FOR CODE cowLiolce BUILDING DIVISION As shown As shown As shown As shown As shown As shown As shown As shown As shown As shown As shown Comments esee wig) '172 al 72 alen Ina 11 11 Notes: *1. All trees, shrubs and groundcover to be full and symmetrical *2. Plant quantities are to be determined by specified spacing, as shcrwn on plans, and planting areas as measured an 4 3. Equal quantities of Callum vulgaris 'Corbett Red', 'Nana', St Net Queen' and 'Spring Torch% HT. OF SCAFFOLD BRANCHES 12" SOIL BLEND Compacted blend of topsoil and existing soil • 2/3 "Y" Shrub Bs 42 Pg 36 Ground Cover CdL 118 Re 150 Lawn 61.9af Scale: NTS 4 TOP OF STAKE BACICFILLII II "X" Scarify plant 1111 pitand With topsoil 1111 imp DECIDUOUS TREE PLANTING • oce Code Qty. Scientific Name 'NORTH STREET ROW Street Tree Mk 3 Magnolia kobus Evergreen Hedge TOE 48 Thuja occidental's 'Emerald Green' Bums seripervivens Rebus calychsoldes EAST STREET ROW Street Tree Ground Cover Rc 60 MIKLER BOULEVARD ROW StreetTree Lawn 4,1984 SOUTHCENTER PARKWAY ROW Street Tree Mk 2 Magnolia kobus Lawn 2,199sf LANDSCAPE NOTES: Common Name Rod Stmset Red Maple Kobus Magnolia American arborvitae Laurustinus English Boxwood Japanese Photina Bramble REVISION NOTES (8-21-2007): n STAKE 111 TREE Or7 SPACING All groundcover to be planted equal distance in triangle spacing pattern. See plant list for plant spacing. Install 2" depth mulch, lightly compact and level prior to planting. Plant flush to finish grade with no foliage covered by mulch and with rootball covered with mulch. BACKFILL Thoroughly till topsoil into top 8" of existing soil, compact and level prior to planting. Remove container or burlap prior to planting. Plant top of rootball flush to finish grade and cover with 2" depth of mulch. NOTE All specimen trees to be secured with guy wires and and soil anchors 4 " Y " = Scaffold tree branch height above grade "X" = Diameter of rootball DECIDUOUS TREE TREE STAKING embeddd 3' in existing soil with #3 "Chainlock" tree ties attached to stakes 1 Gal. 1 Gal. SOIL Existing PLANT LIST: RIGHT OF WAY Size (at plan-ling) Maus calycinoides Bramble 1 Gal 2' o.c. I. At all locations where architectural, civil or hardscape revisions have occurred, the landscape has been modified accordingly in plan and in the plant list. This includes the northwest corner of the North Building, handicap ramp locations along Southcenter Parkway, southwest corner of Building S, southwest corner of Nordstom Rack, and the southeast corner of the site 2. Landscape irrigation plans have been revised to provide full coverage to areas of landscape that have been modified. <1 Indicates the locatian of specific modification or revision to the previous PW-158 submittal as revised on 8-21-07 as follows: Sheet L-2.0 • North and NW portion of North Building - modify plantings to accomodate revised paving, steps, and retaining walls • Center planting beds at Southcenter entry drive - modificdation of plantinns to accomodate the lowered planter walls and addition of PW required building address numbers. Sheet L-2.3 • South and SW portion of South Building - modify plantings to accomodate revised paving, steps, and retaining walls • Center planting beds at Southcenter entry drive - modificdation of plantings to accomodate the lowered planter walls and addition of PW required building address numbers. Sheet L • Plant List revisions as required in response to changes in hardscape at the North and South Buildings. ROOTBALL EQ. EQ. Sparing Commants fnee note) As shown 17273 Kobus Magnolia 2 "-Cal, 10' Ht. As shown *1n2,*3 Kobus Magnolia 2 "-Cal, 10' Ht. As shcrwn Red Oak 2 "-Cal, 12' HL As shown 17273 Notes; *1. All trees, shrubs and groundcover to be full and synunetrical *2. Plant quantities are to be determinad by specified spacing, as shown on plans, and planting areas as measured on-site. *3. All street trees to meet City of Tukwila requirements. 1. See Landscape and Irrigation Specifications 2. Landscape Plans include Planting Plan, Plant details, and Plant List 3, Landscape Plan sheets include L 1.0 with general information at 1" = 4a scale. L 2.0, L-2,1, L-2.2, and L-2.3 with detailed plans indicating plant layout at 1" az 20' scale. See sheet L 4.0 for plant lists and planting details. 4. Street trees shall be per approved City of Tukwila species,size, and spacing, 5, Landscape Buffers and plant species, size, and spacing in the buffers shall meet or exceed City of Tukwila code requirements. 6. Seasonal color referred to on Landscape Plans and Plant List shall consist of hardy perennials, low ornamental Masan low shrubs, and low aroundcover. The character of the plants shall be selected based on pronounced foiliage patterns and colors, colorful but complimentary blossoms, and varied overall texture and scale, The exact species and culitvars shall be determined based on plant availability at time of plant acquisition. rn ari icJ RECEIVED g CITY OF TUKWilit CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE TUKWILA, WA KEY PLAN REVISIONS BUILDING PERMIT SUBMITTAL :10/10106 BAR MINOR MODIFICATIONS :10/25/06 TENANT REVISIONS : 11/03106 COORDINATION / CV COMMENTS : PROGRESS SET :12.04.05 PANEL REVEAL REVISIONS: CONSTRUCTION SET; PUBLIC WORKS REVIEW RESPONSES OWNER REQUESTED REVISIONS /8\ PUBLIC WORKS REVIEW RESPONSES PUBLIC WORKS REVIEW RESPONSES 5/16/07 OWNER REQUESTED REVISIONS 8/08/07 IMO 707165 REGISTRATION tri 10230 NE POINTS DRIVE DRAWN BY: DATE: PROJECT NOa PRINT DATE: DRAWING NAME: 'NOT FOR CONSTRUCTION' ISD INTEGRATED SITE DESIGN LANDSCAPE ARCHITZOVRE FLANNTBC, DESIGN 12743 28th Avanua NE Seattle, Washington 98125 (208)883-9049 FAX 882-8480 www.1-2-9.com FREIHEIT & HO ARCHITECTS, INC., P.S. SLOE 300 KIRKLAND, WA 980,33 5-16-2007 A03-446 5-16-2007 Landscape Details L-4.0 NOTES: 1. DO NOT ALLOW VAULT TO REST ON PIPE. 2. ALL PIPE WITHIN VAULT TO BE SCH 40 PVC PLAN VIEW SECTION VIEW SCH 80 PVC ST BUSHING EEII: PLANT PIT DRIP DETAIL Scale: NTS 4" CC EAR SCH 40 LATERAL LINE IRRIGATION CONTROL VALVE Scale: NTS NOTES: 1. DO NOT ALLOW VAULT TO REST ON PIPE USE EXTENSIONS AS NECESSARY. 2. VALVE TO BE SET PLUMB & CENTERED IN VALVE BOX. 3. CONTRACTOR TO PROVIDE (2) EACH QCV KEYS AND SWIVEL HOSE ELLS 4. PROVIDE 6" DEPTH DRAIN ROCK. IRRIGATION QUICK COUPLER VALVE Scale: NTS NETAFIM PLUG COLUMN NETAFIM STAPLE, TYP. FINISH GRADE PLANT PIT NETAFIM STAPLE COLUMN NETAFIM STAPLE NETAFIM DRIPLINE NETAFIM DRIPLINE - COVER DEPTH PER DRIP LINE DETAIL CONCRETE PAVING CONNECTION TO PVC LATERAL PLANTING SOIL PVC LATERAL RISER PVC LATERAL PIPE PVC ST.F,EVE COLUMN FOOTING SCH 80 PVC UNION, TYPICAL AUTOMATIC CONTROL VALVE IRRITROL 700 SERIES PLASTIC VAL\ BRASS GATE VALVE, SAME SIZE AS CONTROL VALVE VAULT FLUSH W/ FINISH GRADE CARSON STANDARD VALVE BOX 1" OR 1 -1/4" VALVES CARSON JUMBO VALVE BOX 1 -1/2" OR 2" VALVES VAULT TO EXTEND MIN. 6" BELOW VALVE. USE EXTENSIONS AS NECESSARY. SCH 40 PVC PIPE LENGTH AS REQUIRED SCH 40 PVC TEE SCH 40 MAIN LINE FLUSH W/ FINISH GRADE CARSON 10" ROUND VAULT WITH LOCKING LID QUICK COUPLER VALVE \ \ \\\ I - '\'Z \�' , i SS HOSE CLAMP (2) /\/ /� j ; ` SCH 40 GALV. NIPPLE \\./ 1� L /l // \ GALV. ST. ELL & 90 DEG. ELL / % , SCH 40 GALV NIPPLE, 3/4 t► x 12" LENGTH \ / /. \f / \. �- 3/4" GALV TT 90 AND 3" LENGTH GALV. NIPPLE IN SCH 80 PVC TEE STEEL 'T' FENCE POST, 36" LENGTH SCH 40 PVC MAIN LINE A 12 ". MIN. PVC SCH 40 COUPLING PVC SCH 80 NIPPLE (LENGTH AS REQUIRED, 1 OF 2) PVC SCH 40 ELL BACKFLOW NOTES: 1. DO NOT ALLOW VAULT TO REST ON PIPE. 2. ALL FITTINGS TO BE SAME SIZE AS BACKFLOW PREVENTER. 3. ALL SCHEDULE 40 PVC PIPE AND FITTINGS FROM METER ASSEMBLY TO DCV. 4. PROVIDE TRACE WIRE AS SPECIFIED 24" MIN. PVC SCH 80 NIPPLE (2 -INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL PVC SCH 40 TEE OR ELL SCHEDULE 40 PVC MAINLINE Q BALL VALVE I SOUTHCENTER PARCEL IRRIGATION BACKFLOW Scale: NTS SPRAY OR BUBBLER NO77T E FLUSH W/ FINISH GRADE f\-- I SCH. 80 PVC UNION, TYP. PVC ELBOW 4" CPP TO CB RAINBIRD 1800 - SAM - PRS SERIES HEAD, NOZ7T .E & BODY PER PLAN USE BOTTOM INLET ONLY (2) 1/2" MARLEX ST. ELL 90 SCH 80 PVC NIPPLE, MIN 8" LENGTH 1/2" MARLEX STREET ELL 90 SCH 80 PVC FTTINGS, TYP. CL 200 PVC LATERAL, TYP. SIZE AS INDICATED ON PLAN IRRIGATION POP -UP SPRAY HEAD Scale: NTS DRIP CONTROL VALVE Scale: NTS GENERAL NOTES: � I musEcuogibitgaMii )2/ 1 3" MIN. /: o O . o O ■� ' 11 •..l o Oa �g0 0 _M. .ti M;.��oa,ap0�. 0 4� 1. Verify that existing conditions are correct prior to initiating work. Notify the project superintendent of conditions that require modification in order to complete work as shown in the Construction Documents. Proceeding with work signifies acceptance existing conditions. 2. Construction Documents (drawings and Specifications) are the primary guides to design intent. 3. Landscape Plans, Details, and Specifications include information related to site preparation, planting & soil placement, and landscape irrigation. 4. All specifications and standards apply to both the Kohl's parcel and Southcenter Square parcel. 5. See Architectural drawings related to code compliance requirements and building design. 6. See Civil drawings for grading, drainage, utilities, and location of hadscape elements. Verify congruency of information as related to Landscape, Architectural, and Civil Drawings and notify consultants in the event of conflict for final resolution. IRRIGATION SLEEVE NOTES: 30 -INCH LINEAR LENGTH OF WIRE, COILED WATER PROOF CONNECTION (1OF2) ID TAG STANDARD VALVE BOX SIM. TO CONTROL VALVE FLUSH WITH FINISH GRADE PVC SCH 80 UNION FOR SERVICING ASSEMBLY PVC SCH 40 MALE ADAPTER 4" MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL FROM BACKFLOW ASSEMBLY EOM ---- -BRICK (1 OF 4) INLINE PRESSURE REGULATOR 8 SET OUTLET TO 20 PSI REMOTE CONTROL VALVE: RAIN BIRD PEB -PRS INLINE WYE FILTER SAME SIZE AS CONTROL VALVE PVC BALL VALVE Scale: NTS SCH. 80 PVC NIPPLE, 4" LENGTH, TYP. FLUSH WITH FINISH GRADE PVC TEE W/ PLUG, TYP. 4" SCH 80 PVC NIPPLE, TYP. TEE W/ PLUG, TYP. TO CONTROL VALVES CHANGE FROM SCH. 80 PVC TO SCH. 40 PVC PIPE. NO FEMALE ADAPTERS. WASHED DRAIN ROCK PER SPECS. , 4" DEPTH THROUGHOUT MASTER VALVE ASSEMBLY NOTES 1. DO NOT ALLOW VAULT TO REST ON PIPE. USE EXTENSIONS AS NECESSARY. 2. ALL FITTINGS TO BE SAME SIZE AS MASTER VALVE. 3. ALL SCHEDULE 40 PVC PIPE AND FITTINGS FROM METER ASSEMBLY PRV. MASTER VALVE ASSEMBLY VALVE BOX SEE SPECS. PVC LA'T'ERAL (OR EXHAUST HE LINE FLUSHING VALVE TL050MFV PVC REDUCER ADAPTER SX1 /2 "FPT (SI7F. AS REQD) BRICK SUPPORTS (THREE) 3/4" GRAVEL S (1 CUBIC FOOT) 1. All sleeves shall be 6" Schedule 40 PVC. 2. All sleeves shall have a minimum of 18" cover. 3. Exact location of all existing utilities and structures, irrigation lines, and other underground utilities, whether or not indicated in the Contract Documents, shall be determined by the Contractor. Conduct work, so as to prevent interruption of service or damage. Contractor shall be responsible for repair of any utilities and related paving, surfacing, or planting damaged in the course of work. 4. Install sleeves prior to installation of irrigation system. Contractor shall take special care in coordinating required work of various trades. Sleeve all roads, walks, walls, and other hard surface and structures. 5. Trenches for sleeves shall be excavated to depth and width sufficient to permit proper handling and installation of pipe. Trenches shall be straight and without abrupt grade changes. Trench bottoms shall be flat. 6. Backfill in sleeving trenches (i.e., under all hardscapes) shall be mechanically compacted in two (2) lifts to a dry density equal to 95% of adjacent undisturbed soil. Backfill will conform to adjacent grades without dips, sunken areas, humps, or other surface irregularities. 7. This plan attempts to be comprehensive, Contractor is responsible for ensuring access to all necessary areas. 8. Dual sleeves are required where the two main lines share a crossing. DOUBLE CHECK VALVE 2" FEBCO 850U TWO (2) NDS MODEL 224BCB 17" X 30" X 15" HT VAULTS WITH 'T' TYPE LIDS. BOLT VAULTS TOGETHER, INSTALL LID IN BOTTOM VAULT. MAINLINE TO PRIVATE CONTROL VALVES TO ALL SCH 80 PVC PIPE FROM BEP TO MAIN LINE TYP. O DRIP FLUSH VALVE WITH POP -UP l Scale: NTS IRRIGATION NOTES: BACKFLOW NOTES: 1. DO NOT ALLOW VAULT TO REST ON PIPE. 2. ALL FITTINGS TO BE SAME SIZE AS BACKFLOW PREVENTER. 3. ALL SCHEDULE 80 PVC PIPE AND FITTINGS FROM METER ASSEMBLY TO BFP. 4. SEE SPECIFICATIONS FOR GATE VALVE VAULT. 5. PROVIDE TRACE WIRE AS SPECIFIED 5. COORD. WITH ELECTRICAL TO PROVIDE 120V POWER FOR HEATING ELEMENT 11 ;Iiii:mir■11 3" BALL VALVE SUPPLY LINE FROM METER JUMBO VAULT FLUSH WITH FIN. GRADE MASTER VALVE 2" RAINBIRD EFB-CP-PRS 2" WILKINS MODEL 500YSBR PRESSURE REGULATING VALVE (PRV) SET OUTLET PRESSURE TO 60 PSI. INCLUDE WYE STRAINER UNION, TYP. ALL UNIONS TO BE PVC THREAD X Si AP TYPE TO CONTROL VALVES 2" DIRECTION OF FLOW = 1" ELECTRICAL CONDUIT PVC ELBOW C -) KOHL'S PARCEL REDUCED PRESSURE BACKFLOW ASSEMBLY Scale: NTS TORO MODEL DL -MP9 DL2000 POP -UP OPERATION INDICATOR 1 1 Front lid seam Hasp Slab or footer RPBA BOX Scale: NTS < 2" MIN. TOPSOIL NETAFIM DRIPPERLINE SECTION Scale: NTS 1. These plans shall be approved by Kohl's prior to order /installation. of 2. Provide wires at ends of mainline as indicated on plan. Label all wires as they pass through each vault. 3. Stake all valve box locations for approval. Plan is diagrammatic. 4. Set valve boxes square to adjacent building, curb, or paving. 5. All pipe shown under paving adjacent and parallel to planted areas is intended to be placed in that area where possible. pipe shall be installed in planters or sleeved, No tees or ells shall be installed under paved areas. All material to be installed on owners property. 6. All irrigation under buildings, roads, walks, parking areas or other paved surfaces shall be sleeved. Sleeving may be included for future work. Minimum sleeve size 6" diameter. 7. Make any and all required adjustments to the irrigation plan to assure complete and adequate coverage with minimum overspray. No water shall drain onto or across walks, curbs, or paved areas. Adjust heads to minimize spray outside of planters. Absolutely no water shall spray or drain onto, or across sidewalks, stairs or steps. Program controllers for multiple starts to prevent run -off. 8. See project specifications for further information. 9. Lateral line shall have 18" of cover, and main lines 24 ". 30" maximum cover. 10. Refer to planting plan for exact layout. Intent is that all new plantings receive adequate water. 11. Irrigation Contractor to test static pressure, and submit written report to Owner prior to beginning work. Pressure is anticipated to be 150 P51, per City of Tukwila Water Department. 12. Select arc and radius best suited to each location. Use variable arc nozzles only where standard nozzles will not do. 13. Install rain sensor "Hunter Mini Click" on inside of roof parapet wall. See Kohl's mechanical consultant plans for to determine best possible location. 14. Contractor shall maintain the landscape & irrigation throughout construction and up to store grand opening date. Responsible party (Kohl's or landlord) will assume maintenance beginning on the grand opening date of the store. Any punch list items resulting from the final observation must be corrected prior to the grand opening of the store. 15. Irrigation maintenance shall include, at a minimum, weekly irrigation controller adjustments. 16. Southcenter Square mainline is looped. If loop cannot be achieved, 3" schedule 40 mainline shall be used. 2" WILKINS MODEL 975XLU REDUCED PRESSURE PRINCIPAL BACKFLOW t3tiYJ COUPLER VALVE I I I I I I I I l ( I � I I I I I I I HOT BOX MODEL HB2T -AL HEATED ALUMINUM ENCLOSURES 13 ":Dx39 "Lx36 "H 4" THICK CONCRE'TE PAD, EXTEND 6" BEYOND VAULT ALL SIDES, SLOPE EXPOSED SURFACE TO DRAIN, Y2" BEVEL ON TOP EDGE MULCH PER PLANTING PLAN MAINLINE TO MASTER VALVE AND CONTROL VALVES CHANGE FROM SCH. 80 PVC TO SCH. 40 PVC PIPE. NO FEMALE ADAPTERS. 2 " 7 TUBING 2" BELOW TOP OF TOPSOIL NO DRIPLINE SHALL BE VISIBLE ON THE SURFACE NETAFIM WIRE STAPLE MIN. 10' O.C. 1461 Note: 1. Recommended slab size: 50 "L x 24" W x 4" minimum thickness, 2. Heat is provided by a 90W, 120V, single phase heat trace cable. 3. This unit is the LB2 when ordered without heat. All SHEET INDEX Continuous hinge at re Side lid seam Drain (typ. of 2) Flange IRRIGATION REVISION NOTES (5- 16- 2007): 1. Revisions to irrigation head and piping locations reflect changes in planting bed locations as shown on landscape plans Sheets L -2.0 thru L -2.3. e iA Indicates the location of specific modification or revision to the previous PW -158 submittal. L -1.0 - SITE PLAN L -2.0 - LANDSCAPE PLAN: NW SECTION L-2.1 - LANDSCAPE PLAN: NE SECTION L-2.2 - LANDSCAPE PLAN: SE SECTION L-2.3 - LANDSCAPE PLAN: SW SECTION L -3.0 - IRRIGATION PLAN: NW SECTION L -3,1 - IRRIGATION PLAN: NE SECTION L -3.2 - IRRIGATION PLAN: SE SECTION L -3.3 - IRRIGATION PLAN: SW SECTION L-4.0 - LANDSCAPE DETAILS L-4.1 - IRRIGATION DETAILS 2EC JED CITY OF TUKWILA MAY 21 2007 'Ps aT C JER CONSTRUCTION DOCUMENT FOR SOUTHCENTER SQUARE KEY PLAN TUKWILA, WA REVISIONS BUILDING PERMIT SUBMITTAL : 10/10106 BAR MINOR MODIFICATIONS :10125/06 TENANT REVISIONS :11/03/06 COORDINATION / CITY COMMENTS : 11/17106 PROGRESS SET :12.04.06 PANEL REVEAL REVISIONS: 12/05/06 CONSTRUCTION SET: 01/12/07 PUBLIC WORKS REVIEW RESPONSES 01/22/07 OWNER REQUESTED REVISIONS 02/05/07 PUBLIC WORKS REVIEW RESPONSES 3/20/07 PUBLIC WORKS REVIEW RESPONSES 5116/07 n ISD INTEGRATED SITE DESIGN LANDSCAPE ARCHITECTURE. PLANNING DESIGN 12743 28th Avenue NE Seattle, Washington 98125 (208)383 -9049 FAX 382-8480 www.I -S -D core REGISTRATION FREIHEIT & HO ARCHITECTS, INC., P.S. 10230 NE P0*413 OWE SUITE 300 ROUND, WA 98033 P:425,.8V2100 F:425.828.6399 DRAWN BY: DATE: PROJECT NO.: PRINT DATE: DRAWING NAME: RHGR, SM 5 -16 -2007 A03 -446 5 -16 -2007 Irrigation Details L -4.1 'NOT FOR CONSTRUCTION' L 952454.08 Cl XE-COV GENERAL NOTES: 2. 3. 4. 5. CONSTRUCTION NOTES: - 0 • 0' co • n J 72 6 + : 8 + F I 81 STA 14+00 1{1NKLER STA 40+00 50U7HCEN 1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPR 00 PKWY IM ATE. • • ■■ • • I I ■ • • 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. ma aeL.mmrr,mrraaal.rmram. maw • i m0= ±4raa+Ka r.. • • ' AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE UTIUTIES INSPECTOR AT (206) 433-0179. REQUEST A PUBUC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALLING (206) 433 -0179. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL HAVE THE PERMITS(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF THE CITY OF TUKWILA "DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS" AVAILABLE AT THE JOB SITE. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE-APPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITY OF TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA "DEVELOPMENT GUIDELINES AND DESIGN CONSTRUCTION STANDARDS ", UNLESS OTHERWISE APPROVED BY THE PUBUC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL 10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBUC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL BE WASHINGTON STATE (GRID) COORDINATES, NORTH ZONE, USING NAD 83-91 SURVEY CONTROL AND TIED TO ANY TWO CITY OF TUKWILA HORIZONTAL CONTROL MONUMENTS. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS -OF -WAY, EASEMENTS, AND ACCESS TRACTS, Sa•arr.a.■m•s 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PREMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS, SPECIFICATIONS, AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. PERMITTEE SHALL APPLY FOR A REVISION FOR ANY WORK NOT ACCORDING TO APPROVED PLANS. 2. PERMITTEE /CONTRACTOR SHALL ARRANGE A PRE - CONSTRUCTION CONFERENCE WITH THE CITY'S INSPECTOR(S) PRIOR TO BEGINNING ANY WORK. 3, WORK IN ROADWAYS: A. ALL WORK IN ROADWAYS SHALL MEET TMC 11 AND THE FOLLOWING: B. PRIOR TO ANY ACTIVITY IN CITY RIGHT -OF -WAY, THE PERMITTEE SHALL PROVIDE THE CITY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL. THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WORK AND SHALL MEET MUTCD REQUIREMENTS. C. ALL WORK REQUIRING LANE CLOSURES MUST BE BY PERMIT ONLY. FROM THE THIRD _THURSDAY IN NOVEMBER TO THE FOLLOWING JANUARY 2ND, THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN THE TUKWILA URBAN CENTER. D. FIRE, PEDESTRIAN, AND VEHICULAR ACCESS TO BUILDINGS SHALL BE MAINTAINED AT ALL TIMES, EXCEPT WHEN PERMITTEE HAS PERMISSION FROM THE BUILDING OWNER AND THE DIRECTOR TO CLOSE AND ACCESS. E. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS. USE OF WATER TRUCKS FOR CLEANING ROADWAYS REQUIRES PRE - APPROVAL FROM THE DIRECTOR. F. INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. NORTH ROAD • • >i� t !f / 11 1 f. !J r • iyozi (folio "Y" • . f11 ,21247 ' I' • :Ff 53+00 - -� I t i it • , A mrrr4mr er MINKLER BOULEVARD r1=a1••mmalladrmraa..aa.■•„ mr, VrTr�W raga m °�ma�armoerr� 2 � ®rmaaa errr.parr•laa.tl • 12+00 -� 13+00 __ -- _ 4 0 N s _15+00 LEGAL DESCRIPTION: 1 UT CENL'E Q y3 mmramaii1a••■ TUKWILA, WASHINGTON i ■ i JIIffIifI;fjtft ii I il NORTH Th .`.'ROAD ii i S.W. 1/4 SEC. 26, T. 23 N., R. 4 E., W.M. i I I i • EXCEPT THAT PORTION CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED AUGUST 29, 1994 UNDER RECORDING NO. 9408290323 FOR MINKLER BOULEVARD; EXCEPT THAT PORTION CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED AUGUST 29, 1994 UNDER RECORDING NO. 9408290323 FOR MINKLER BOULEVARD; MINKLER BOULEVARD I iu a 1 • ma�a rr.a.L■p,r4 PARCEL A: NAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER AND OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 26; THENCE NORTH 88'05'42" WEST ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER, A DISTANCE OF 1998.68 FEET TO THE WEST UNE OF THE EAST 659.34 FEET OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUAR ! ER; THENCE SOUTH 01'47'29" WEST ALONG SAID WEST LINE A DISTANCE OF 658.25 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID WEST LINE, A DISTANCE OF 662.05 FEET TO THE SOUTH LINE OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE NORTH 87'55'02" WEST ALONG SAID SOUTH LINE, 666.56 FEET TO THE WEST LINE OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE NORTH 0112'25" EAST ALONG SAID WEST UNE, 661.03 FEET; THENCE SOUTH 88'00'36" EAST 673.30 FEET TO THE POINT OF BEGINNING; PARCEL B: THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 26; THENCE NORTH 88'05'42" WEST ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER, A DISTANCE OF 2678.68 FEET TO THE EAST LINE OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUAR IhR; THENCE SOUTH 0112'25" WEST ALONG SAID EAST LINE 657.29 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 0112'25" WEST 661.03 FEET TO THE SOUTH UNE OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE NORTH 87'55'53" WEST ALONG SAID SOUTH LINE, 185.28 FEET; THENCE NORTH 01'58'27" EAST 349.95 FEET; THENCE NORTH 87 °55'53" WEST 48 FEET; THENCE SOUTH 02 "04'07" WEST 10 FEET; THENCE NORTH 87'55'53" WEST 371.43 FEET TO A TANGENT CURVE TO THE LEFT, WITH A RADIUS OF 25 FEE I; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90'55'31", AN ARC DISTANCE OF 39.67 FEET; THENCE NORTH 01'08'35" EAST TO A POINT NORTH 88'00'06" WEST FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH 88'00'36" EAST TO THE TRUE POINT OF BEGINNING; PARCEL C: THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: ( I! : 1 ; I 3 I s .III .II RwH °a ' 11• aaemr•.mr NORTH ROAD 61 .A0 8 . I11•-- a _ . 1700_ •• • • rae•■em.rmmr..rmm. r ¢a rr�m •aw�mm••® rr • rte•• •• • m �. . •.l '• ... .� d . ilill I - ' I I I°. . '5 i{IR �1 r ti I J�i i iIrArrlf6 11(1111 ' 'IIIIIIi mu :ti III II= II_ EL € 11IIIl'I III „" Iit • CI lI 'N..'" •I Y I _ 1 I■rri , - IIi1I1: j�" " •II n. rr. 1111 I . LEGAL DESCRIPTION: cont. MINKLER BOULEVARD SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. •• Item f 3111 21+00 EXCEPT THAT PORTION CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED AUGUST 29, 1994 UNDER RECORDING NO. 9408290322, FOR MINKLER BOULEVARD; BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 26; THENCE NORTH 88'05'42" WEST ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER, A DISTANCE OF 2678.68 FEET TO THE EAST LINE OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE SOUTH 0112'25" WEST ALONG SAID EAST LINE 1318.32 FEET TO THE SOUTH LINE OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE NORTH 87'55'53" WEST ALONG SAID SOUTH LINE, 185.28 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 87'55'53" WEST 439.92 FEET TO THE EAST RIGHT - OF-WAY LINE OF SOUTHCENTER PARKWAY; THENCE NORTH 01'08'35" EAST 314.59 FEET ALONG SAID EAST RIGHT-- - OF -WAY LINE TO A TANGENT CURVE TO THE RIGHT WITH A RADIUS OF 25 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90'55'331", AN ARC DISTANCE OF 39.67 FEET; THENCE SOUTH 8T55'53" EAST 371.43 FEET; THENCE NORTH 02'04'07" EAST 10 FEET; THENCE SOUTH 87'55'53" EAST 48 FEET; THENCE SOUTH 01'58'27" WEST 349.95 FEET TO THE TRUE POINT OF BEGINNING; • 4 s 60 • a =;11111111111 ti 22400 _ _-- _ -- ---� li $3 1, 1 , e1 1 I II I 1 ■ 0 I I I 1 {d 1 1 /; I 3 II !i 1 i 30 GRAPHIC SCALE 60 S STA 831.34.92 NORTH ROAD STA 86+57.90 EAST ROAD 24+00 STA 23+23.88 WINK[! RR BLVD STA 80+00 EAST ROAD 120 ( Ir`ii') 1 inch - 60 ft. OWNER /DEVELOPER WIG PROPERITIES, INC. LLC -SS 4811 - 134TH PLACE SE BELLEVUE, WA 98006 CONTACT: LEYSHA WIG (425) 957 -4774 ARCHITECT FREIHEIT & HO ARCHITECTS 10230 NE POINTS DRIVE, #300 BELLEVUE, WA 98033 CONTACT: NORA NG (425) 827 -2100 CIVIL ENGINEER BUSH, ROED & HITCHINGS 2009 MINOR AVE. EAST SEATTLE, WA 98102 CONTACT: RON GOLDY, P.E. (206) 323 -4144 SURVEYOR BUSH, ROED & HITCHINGS 2009 MINOR AVE. EAST SEATTLE, WA 98102 CONTACT: STEVE HITCHINGS, P.L.S. (206) 323 -4144 DATUM: 240 SHEET INDEX NO SCALE e . a DATUM EQUATION: ELEVATIONS SHOWN ARE PER VER DATUM NGVD29. FOR CONVERSION TO CURRENT CITY OF TUKWILA DATUM (NAVD88) USE THE FOLLOWING DATUM EQUATION: NAVD88=NGVD29 + 3.524 FEET COVER SHEET GRADING PLAN-WEST SIDE C2 GRADING PLAN-EAST SIDE STORM DRAINAGE PLAN-WEST SIDE .C4 STORM DRAINAGE PLAN-EAST SIDE VAULT DETAILS-EAST VAULT VAULT DETAILS-WEST VAULT STORM DRAINAGE DETAILS WA I Eli & SANITARY SEWER PLAN-WEST SIDE .C9 WATER & SANITARY SEWER PLAN-EAST SIDE .C10 WATER DETAILS C11 WATER & SEWER DETAILS C12 GRADING PLAN-NORTH BUILDING C13 GRADING PLAN-SOUTH BUILDING. .C14 NOTE TO KOHL'S: "YOU WILL BE DEEMED TO HAVE APPROVED THE ENCLOSED PLANS AND SPECIFICATIONS IF NO WRI I I E.N OBJECTION THERETO IS MADE WITHIN TEN (10) DAYS AFTER YOUR RECEIPT OF SAME." Act a. RFN !ON T rii, 90 PKWY. M1NKLER BLVD. VICINITY MAP SITE UTILITY PROVIDERS: SANITARY AND STORM SEWERS CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 SOUTH CENTER BOULEVARD TUKWILA, WA 98188 (206) 433-0179 WATER CITY OF TUKWILA WATER DEPARTMENT 600 MINKLER BOULEVARD TUKWILA, WA 98188 (206) 433-0179 TELEPHONE WA GROUP PO BOX 625001 UTTLETON, CO 80162 (800) 526-3557 C5 C8 GAS AND POWER PUGET SOUND ENERGY MUNICIPAL CONSTRUCTION PLANNING DEPARTMENT PO BOX 90868 BELLEVUE, WA 98009 (888) 225-5773 - PRESS 5 THEN ENTER 83-663! VERTICAL DATUM: NGS - NORTHEAST BASE BOLT OF TRAFFIC SIGNAL POLE AT THE NORTHEAST CORNER OF ANDOVER PARK EAST AND STRANDER BOULEVARD. UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOUNG ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFUCTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BUSH, ROED & HITCHINGS ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. illECEIVED CITY OF TUKWILA MAY 2 1 7007 PP C;NTER Call 2 Working Days Before You Dig I-800-424-5555 Wales Underground Location Center co to 0 drawn by z o CC LL/ 0 17 CC Z co scafe job no. 0 0 LLJ 0 fir co co Plcnny C•4 CN1 o -C OW OD CV CO fin 95245.08 UALDD\95254-08‘dwg1XE-COV.dwg, Cl-COV, 05/15/2007 02:41:29 PM, 1:1 sheet checked by dote JDD 0 8/23/08 95254.08 x� ' 41 -r; . t y r • :FI'c F 4.2 i f • :- i 3 4 0 0 0 N 0 0 r) C +50 C 0 + a 0 1n 23.18 - r. r 323.50 235 •- 3.45 t.. 'p i3 3.9 NOTE: SEE SI -IEETS 51 4 8c 15 FOR ENLARGED GRADING LAID FIR N1 & S1 I U IN S : I PROPOSED BUILDING Si FF=25.5 1 2 24.90 0 0 N t C8 t5 12 "c:Ca KS*=17 4 r e�- AFr 02 mo - ¢ •- I (/•) (JO 21.4± 1 1 22.50 22.36 { ! 22.1±3 22.45 4 2260 I I 2250 I I 22. } 21.70 22.46 ! 22.3 X2.001 21.4 21.90 IY 22'60 } 21.87 ! U :1LDD195254- 081dwg1XE- GRD.dwg, G2 -GRD, 05/15/2007 02 :29:36 PM, 1:1 \ C4 I Yti 1 ° I,. Trr • I U: \LDD \95254 -08 \DWG \XE -- GRD.dwg WAS NORTH • FR (:) f:) JOIM , .._ . .c...:.ar, , r tianz 0. f ,c • - -•� r...•. �a. c.__ srd...... c,: src;_.a�,.�a.�*u= ..�:.y- -'i4�l" �T:,- +a- �:a.Yn • 3y - 2286 23.21 :, 23i3at= 'MJ� 265" _� 53+00 r1.•71 24.70 �+F.98 24.65. 23.64 23.32 as �� T" F MINKLER BOULEVARD Cj 24.90 24.00,1 a 83 0 0 0 -d. 23 ^70 24 ■; €dt, 4264 S.W. 1/4 SEC. 26, TWP. 23 f . RGE 4 E., W.M. z e 1-- (iillir MAO. 4 � .- .2�`'� �•,' -�q 0 1'. - ,a _ . ._ � E� •� 1 ...,�� v, ( . - r s. - ,...... r.. »a :: . . t ..... - 24 -23 24 6 , _ .�.�. �® '�� ='.� > �a • } 2280 . .. ' ' Mr* ' ' ^ mow,' -..a, __ • S. z°' - � . . k } i t ,. t ' w," :._ ��nr ,- 7i ;a4•L�1's .:, � r ,� . _ F� - - .,....... .. .,.., �'• a�r� 4 1 . j -- -^- - "- . .tea +� -� - - n 1 12 "Xi:'EO(k". ` 5,3 fE 12"C.,NOZS) .1 . I .,,,.� ... ..,�..r•m...,.p..... �.... W. .._ m. , .. ..... .. ...�. W,', ......,....� �- 4 - �Nissz, y^ 'y�°., • Y.»,....RW•- *∎•• t.:�....�,•, :•_�= �... •- +�_... C v- � .. ........... .•e.,._. ,... .- .- �w,�....�..�r...�..a... -_.. _��. `...�- _`� ..Y�'� .`::••wy v�w.'+'.�n -.r... . w z 2 a 24.90 ^ GRADING AND EROSION CONTROL NOTES: 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS, INSTALL CONSTRUCTION ENTRANCE, AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCILL) AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. ESC MEASURES, INCLUDING ALL PERIME I ER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UN- WORKED FOR SEVEN DAYS OR MORE. 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UN- WORKED FOR TWO DAYS OF MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL: A. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UN- WORKED FOR MORE THAN 12 HOURS_ B. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. C. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UN- WORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. 7. FAILURE TO MAINTAIN ESC MEASURES IN ACCORDANCE WITH THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN THE WORK BEING PERFORMED AT THE DIRECTION OF THE DIRECTOR AND ASSESSED AS A LIEN AGAINST HE PROPERTY WHERE SUCH FACILITIES ARE LOCATED. 8. DURING THE LIFE OF THE PROJECT, THE PERMITTEE SHALL MAINTAIN IN GOOD CONDITION AND PROMPTLY REPAIR, RESTORE, OR REPLACE ALL GRADE SURFACES; WALLS, DRAINS, DAMS, STRUCTURES, VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS. 9. THE PERMITTEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND SHALL, WITH THE DIRECTOR'S APPROVAL, REMOVE SEDIMENT DEPOSITION RESULTING FROM PROJECT -RELA I LIJ WORK. '10. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS ANS ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. 11. AS THE FIRST ORDER OF BUSINESS, THE PERMITTEE SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES PER THE ESC AND SHALL INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY SITE DISTURBANCE OCCURS. BEFORE THE TEMPORARY MEASURES ARE REMOVED, INSTALL AND ESTABLISH THE UPSTREAM PERMANENT ESC MEASURES. 12. THE PERMITTEE SHALL AT ALL TIMES PROTECT SENSITIVE AREAS, THEIR BUFFERS, AND ADJACENT PRIVATE PROPERTIES AND PUBLICRIGHTS - OF-WAY OR EASEMENTS FROM DAMAGE DURING GRADING OPERATIONS. THE PERMITTEE SHALL RESTORE, TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF THE PERMIT, SENSITIVE AREAS, THEIR BUFFERS, AND PUBLIC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY PERMITTEE'S OPERATIONS. 13. PERMITTEE SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: A. NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN 48 HOURS FOLLOWING INSTALLATION OF ESC MEASURES. B. OBTAIN PERMISSION IN WRITING FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO MODIFYING THE ESC PLAN. C. MAINTAIN ALL ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER FACILITIES AS IDENTIFIED IN THE ESC PLAN. D. REPAIR ANY SILTATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACILITIES. E. INSPECT ACCORDING TO APPROVED ESC INSPECTION SCHEDULE AND MAKE NEEDED REPAIRS IMMEDIATELY. FOR STREET IMPROVEMENTS SEE STREET PLANS. (SEPARATE PERMIT) IE TE BC TC 30 LEGEND EXIST. SPOT GRADE 0 PROPOSED SPOT GRADE EXISTING CONTOUR PROPOSED CONTOUR RIDGE LINE 15 STAMPED CONCRE PAVING GRAPHIC SCALE 30 (IN 1~ak 1' ) 1 inch = 30 ft. 4s� 465 - R • CONCRETE SIDEWALK SEWER CLEANOUT PROPOSED STORM PIPE NEW TY II CB (GRATE LID) NEW TY II GB (SOLID LID) NEW TY I CB EXIST. CB EXIST. SDMH PROPOSED SEWER MANHOLE PROPOSED WATER 0 Eit PARKING LOT LIGHT I1 0 INVERT ELEVATION TOP ELEVATION BOTTOM OF CURB TOP OF CURB CONTRACTOR NOTES: DcT7 60 1. CONTRACTOR TO VERIFY ALL INFORMATION OF EXISTING CONDITION PRIOR TO CONSTRUCTION. 2. USE CITY OF TUKWILA STANDARD PLANS WHERE APPLICABLE, SEE SHEET CS FOR TYPICAL DETAILS. 3. SEE SHEETS C6 AND C7 FOR WET VAULT DETAILS. 120 RECEIVED CITY OF TLIKWILA MAY 2 1 2007 3 1 L; SJI � C .,N ER Cell 2 Work's Days Before You Dig 1-800-424-5555 Mies Underground Location Center fl:,MtND.oR.WA) NOTE TO KOHL'S: "YOU WILL BE DEEMED TO HAVE APPROVED THE ENCLOSED PLANS AND SPECIFICATIONS IF NO WRI I [EN OBJECTION THERETO IS MADE WITHIN TEN (10) DAYS AFTER YOUR RECEIPT OF SAME." O to drawn by JAL /JHH to N to 1 ° ° IaYIi w I- Q 0 z O 0 CC w a z checked by JDD 0 C� 95254.08 drawn by JAL /JHH scale 95254.08 1 24.60 16L 24.30 2430 24 54 2 I ,24.54 PROPOSED BUILDING E2 FF =26.0 PROPOSED BUILDING E3 FF =26.0 25.95 25.95 w z4.00 26.40 26.45 3 26.33 26.33 26 -45 RIDGE €Y 26.40 PROPOSED KOHL'S BUILDING BUILDING SUBGRADE=25.67 FF =26.5 _ !• 5Ri - ?RAr 25.50 . \ ,. 23.00 24.00 tX 24.56 24 2170 J I 1 rfrA . I I I . Jed ireiM FAIPAI rirAl rA ea rA Ir D" ar 24 :0 r1ALL SR 1 r -� 24 -70 625.61 26.35 26 -00 25.80 25.60 2460 24.3 24.50 1 23:65 .. " •- 237 23 .36 5 23 _27 �f 1 ti C3 :La! r fi In Or P37q.. P S 3 •Li,i::arti X 2.0 ..,56410,., U :\LDD195254- 08\dwg'XE- GRD.dwg, C3 -GRD, 05/15/2007 02 :29:51 PM, 1:1 U \LDD \95254 -08 \DWG \XE --- GRD.dwg z fe- z a 1z Z € CD z -- Q Z I _ END OF PIPE PA1II MARK BY APS 7 1 / ti NORTH ROAD u - n� 1 - :���,��� Wry i GREEN LATH ONLY +AO �. e 21.w ,.,w- ,w��.. ~^ \i G IC���_� >_ __w. -�:• ;.r. rrs�: --? - �xt- _Y1- aer1.. I-- TEI.33 MINKLER BOULEVARD S.W. 1/4 SEC. 26, TWP. 23 N., RGE 4 E., W.M. a 0, vl I -4 RI -I-nn GRAPHIC SCALE sa ; `' _3:, e _- ,. � • ' i • y i I I I , I I 3 3" I 1 t 5Zai iwa1�� cry ^E:r:T.za STA 63+3 STA 86 +5 T:7 WA LT TOP 2.1m ry M -i • 5 . 2x - -e- -- - --- --a te - GRADING AND EROSION CONTROL NOTES: 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS, INSTALL CONSTRUCTION ENTRANCE, AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 3. BEFORE ANY 'GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. . 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABUSHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UN- WORKED FOR SEVEN DAYS OR MORE. 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UN- WORKED FOR TWO DAYS OF MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL: A. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UN- WORKED FOR MORE THAN 12 HOURS. B. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. C. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UN- WORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. 7. FAILURE TO MAINTAIN ESC MEASURES IN ACCORDANCE WITH THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN THE WORK BEING PERFORMED AT THE DIRECTION OF THE DIRECTOR AND ASSESSED AS A UEN AGAINST HE PROPERTY WHERE SUCH FACILITTES ARE LOCATED. 8. DURING THE LIFE OF THE PROJECT, THE PREMITTEE SHALL MAINTAIN IN GOOD CONDITION AND PROMPTLY REPAIR, RESTORE, OR REPLACE ALL GRADE SURFACES; WALLS, DRAINS, DAMS, STRUCTURES, VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS. 9. THE PERMITTEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND SHALL, WITH THE DIRECTOR'S APPROVAL, REMOVE SEDIMENT DEPOSITION RESULTING FROM PROJECT- RELATED WORK. 10. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMI I I LE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS ANS ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. 11. AS THE FIRST ORDER OF BUSINESS, THE PERMITTEE SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES PER THE ESC AND SHALL INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY SITE DISTURBANCE OCCURS. BEFORE THE TEMPORARY MEASURES ARE REMOVED, INSTALL AND ESTABUSH THE UPSTREAM PERMANENT ESC MEASURES. 12. THE PERM! I IEE SHALL AT ALL TIMES PROTECT SENSITIVE AREAS, THEIR BUFFERS, AND ADJACENT PRIVATE PROPERTIES AND PUBLICRIGHTS -OF -WAY OR EASEMENTS FROM DAMAGE DURING GRADING OPERATIONS. THE PERMITTEE SHALL RESTORE, TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF THE PERMIT, SENSITIVE AREAS, THEIR BUFFERS, AND PUBLIC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY PERMITTEE'S OPERATIONS. 13. PERMITTEE SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: A. NOTIFY THE PUBUC WORKS DEPARTMENT WITHIN 48 HOURS FOLLOWING INSTALLATION OF ESC MEASURES. B. OBTAIN PERMISSION IN WRITING. FROM THE PUBUC WORKS DEPARTMENT PRIOR TO MODIFYING THE ESC PLAN. C. MAINTAIN ALL ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER FACILITIES AS IDENTIFIED IN THE ESC PLAN. D. REPAIR ANY SILTATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACILITIES. FOR STREET IMPROVEMENTS SEE STREET PLANS. (SEPARATE PERMIT) LEGEND EXIST. SPOT GRADE PROPOSED SPOT GRADE EXISTING CONTOUR PROPOSED CONTOUR RIDGE LINE STAMPED CONCRE I E PAVING CONCRETE SIDEWALK SEWER CLEANOUT PROPOSED STORM PIPE NEW TY II CB (GRATE UD) NEW TY II CB (SOLID LID) NEW TY I CB EXIST. CB EXIST. SDMH PROPOSED SEWER MANHOLE PROPOSED WATER PARKING LOT LIGHT IE TE BC TC PREPARE KOHL'S PAD PER KOHL'S GEOTECH REPORT 465 R C C Y T CCYW C°V1Pkil opROV \ 0.. 2 0 '2 11-1 INVERT ELEVATION TOP ELEVATION BOTTOM OF CURB TOP OF CURB cm 0 Boloo ?ECEIVED CITY 'OF TLIKWILA MAY 2 12007 r� •ET 3Ji7 ( J a4TE; a - Call 2 WorF: ng Days Before You Dg 1-800-424-5555 Wits-3 Underground Location Center (D,MT,HD,OR,WA) NOTE TO KOHL'S: "YOU WILL BE DEEMED TO HAVE APPROVED THE ENCLOSED PLANS AND SPECIFICATIONS IF NO WRITTEN OBJECTION THERETO IS MADE WITHIN TEN (10) DAYS AFTER YOUR RECEIPT OF SAME." sheet C3 of 14 4 2 445 5 15.3 3 15.3 ' <{ 15.1 M1 4.2 / 95254.08 C4 W.35 14.1 -- r c3 '' W -� R l.r irs IX i ...< ti 15-3 3 7 13.4 ' +5 _ .. 9LF -8'SD 13.11% LLI Matra I"°-( I lE �El 78 451,28 0/ 7LF -8 0 5.57% CB332C (TY 250 IN TE =20.19 IE =19.70 32LF -8 "DI 5.31% 08 RjL.19.09 1= 12'CC>Nc(5W) •17.4 7 7! I c i1 13.72 L 12 CCIL/Mr,. D.3 3E 12 " >.`.....3 { 1 EX. SDMH IE =14!44 C-=r Cl3 32A (C NC. INLET) TE 2250 r lE 0.10 1 .r, O I lk U:1LODti95254- 081dwg\XE- GRD.dwg, C4 -STM, 05/15/2007 02:30:24 PM, 1:1 U: \LDD \95254 --O8 \DWG \XE--- GRD.dwg Irv;_......_ �. �- a • y�� PROPOSED BUILDING E 1703 (1 g "S i TE =2t 5Q(8,a f ..,v f _ t._.... 8 4LFr-'12 " SD 111---- CB#30(TY-1 IE =19.98 Ignm TE =23.30 IE =20.80 GROSSWG!- 'tE =21.60 I 19.94(12g -.. ��T \ 84L.E''12 "SO 01.00% " ° �� � ..... -u: ,- -:; 1E =20' PROPOSED BUILDING It CROSSING!! FF =25.5 IE�2o.ao(8 TE= 12.62(8"SS) CB #23(TY I) TE =24.00 IE =21.50 411ff -�( �-.-.•...2 ',t= S.: 2-..'-25 .. , e'i1 M:^ tias .'.yid _.�• .r. -,. ---• .. - _ _ 1 jai:'^.?..._' p: s. .�'hrv,.vs1`lhen, \R%.+S.e•+a -.rim I w t H j �Rc J SSl4CH I , =21.28 12" b ) I W) I 25 __.._...t ...- ..- _.K. 'Env........._.,...... T.. 5(r( 1) 24.80 _ 3 ' 891-F -1 ' SD ^i 1E =1' NORTH ROAD U FOR STREET IMPROVEMENTS & UTILITIES SEE STREET PLANS " (SEPARATE PERMIT) ...44 ..._:i. :iH `,- `°_`''`" •..,.arm°- .LW ;r - =- :.v:•' ... �ro - tr t S.W. 1 /4 SEC. 26, TWP. 23 , RGE 4 E., W.M. Pa M ILER BOULEVARD C ) co Ca#21(TY I) 1E =22.80 1E -19.30 _ TE IE= CB'i B#4-C TE =2 IE =19 T C. "� N 1IE 18 IE =17 TE UTILITY NOTES: 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OF EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4-FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. POWER, CABLE, FIBER OPTICS, AND TELEPHONE UNES SHALL BE IN A TRENCH WITH A 5-FOOT MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTIU TIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS-OF- WAY OR EASEMENTS AI- IER ASPHALT PAVING. STORM DRAINAGE NOTES: 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA "DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS ", AND THE CURRENT "KING COUNTY SURFACE WATER DESIGN MANUAL ", UNLESS OTHERWISE APPROVED. 2. MARK ALL STORM DRAIN INLETS WITH "DUMP NO WASTE" AND EITHER "DRAINS TO STREAMS ", "DRAINS TO WETLANDS", OR "DRAINS TO GROUNDWATER", AS APPLICABLE. 3. DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM OF 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE SIDE SLOPE. 30 0 LEGEND EXIST. SPOT GRADE PROPOSED SPOT GRADE EXISTING CONTOUR PROPOSED CONTOUR RIDGE UNE STAMPED CONCRETE PAVING CONCRETE SIDEWALK SEWER CLEAN OUT PROPOSED STORM PIPE NEW TY II CB (GRATE LID) NEW TY II CB (SOLID LID) NEW TY I CB EXIST. CB EXIST. SDMH PROPOSED SEWER MANHOLE PROPOSED WATER PARKING LOT LIGHT IE TE BC TC CONTRACTOR NOTES: GRAPHIC SCALE 15 30 465 Asue.r.:e�;�to: N:.tk,s 1 60 ( iri) 1 inch = 80 it 0 T INVERT ELEVATION TOP ELEVATION BOTTOM OF CURB TOP OF CURB ID(L)7 1. CONTRACTOR TO VERIFY ALL INFORMATION OF EXISTING CONDITION PRIOR TO CONSTRUCTION. 2. USE CITY OF TUKWILA STANDARD PLANS WHERE APPLICABLE, SEE SHEET C8 FOR TYPICAL DETAILS. Can 2 Working Days Before You Dig 1- 800 °424-5555 Mlles Underground Location Center OD,Mf,ND,OR,WA) NOTE TO KOHL'S: "YOU WILL BE DEEMED TO HAVE APPROVED THE ENCLOSED PLANS AND SPECIFICATIONS IF NO WRITTEN OBJECTION THERETO IS MADE WITHIN TEN (10) DAYS AFTER YOUR RECEIPT OF SAME." 120 'RECEIVED CITY OF TLNINILA MAY 2 12007 C F scale LLJ 0 V) L.1 z 0 job no- U z A z w 0 re cn drawn by JAL /JHH 1 " =30' c3 dote "Id on Lo ▪ On 0 • Q N . I 1 U ML0r`)Z PI r to o@ NOJC1LL w U3 0 Cr) <:§ �03 Z h u) Man Q TWO) checked by JDD sheet 04 of 1 4 1 SD 00.3 2 I CB ft4(T I TE =24.0 11E= 1b.38(127 ) IE= 18.13(15 7) IE= 17.88(1 • : 0(TY I I CB 2(TY11 4884) TE =24.Oa " I I TE= 23`.80 IE= 18.06j12) I � l I = 1.35(1 IE= 17.56(18 ) I I IE= 16.5(1'8") 1 41 LF ' 18"SD ®0.50% f CB#9(TY I) TE =24.30 IE =2x.45 LIMIT OF KOHL'S SC PE OF WORK 0 1.0% PROPOSED BUILDING E2 FF =26,0 PROPOSED BUILDING E3 FF =26.0 SDCO TE =25.00 IE =20.60 ROOF DRAIN CONNECTION !! CROSSING!! IE = 20.18(12 "SD) TE= 19.78(12 "SD) CB##48(TY I) TE =21.80 IE=19.30 30LFN12 ° SD ►11.0% CB##16(TY I) TE =24.30 IE =19.83 E =14.85 36"BLOCK -OUT I =12.70 CB#5(TYII- -48 "a) TE =23.80 IE =17.97 IE =14 85 ` 'J1 wart 36 "BLOCK -OUT IE =12.70 46 A61 91 LFw6"SD fill ' Ill nom 11111 bow www NllEL !llilIIil 1�li� rim 1111111 Min miwr 60.00' 2 . SUMP DRAIN 5LFN6" PERFORATED PVC DRAIN PIPE CAP BOTH ENDS. WRAP IN NON -WOVEN FILTER FABRIC. IE =2250 18LF" "SD 0 1.0% SUMP DRAIN 5LF�6" PERFORATED PVC DRAIN PIPE CAP BOTH ENDS. WRAP IN NON -WOVEN FILTER FABRIC. IE =21.00 PROPOSED KOHL'S BUILDING BUILDING SUBGRADE =25.67 FF =26.5 ROOF DRAIN CONNECTION IE =17.95 CB#52(TY TE =22. IE =19. 0 ui CROSSING! 12 "DOCK DRAIN IE =19.42 15 "ROOF DRAIN TE=19.09 95LF" "SD (n om - --, TE =23.50 IE =1 &65 IE =18.00 CB#,E56(TY I) TE =25.7 IE =20.70 ROOF DRAIN CONNECTION IE =20.82 r \I - 52'(I11JER : AL ",VAULT,, IE- 18.00(OUT> IE =16.00(IN) 25 51LFr.12 "SD 03.03% GREEN LATH ONLY cell; Aefdr 11.7,4e, -WOW," ziAMTRZe" Ar..07.ar 1.00% SDMH#53 II -48'0) TE =24 30 IE =17.61 Ce#50(TY II -48 "0) TE =23.80 IE= 19.04(12") SD) W) -G -- r-;-R. C 3 ( TE =23 7 I 1 I qM$114d.11 IE 19 :c ±(1 921.(8 • • 95254.08 05 r 89LF a a U :1LDD195254- 081dwg1XE- GRD.dwg, C5 -STM, 05/15/2007 02 :30 :40 PM, 1:1 U: \LDD \95254 ---08 \DWG \XE- GRD_dwg w r'7 (00 co I-- z U z 0 END OF PIPE PAINTMARK BY APS 7 ! ! CROSSING!. E-19:0±(172:54 TE- 18.15(18"SD) -= =��, -= . SN NORTH ROAD S.W. /4 SEC. 26, TWP. 23 N., ROE 4 E., W.M. iz- t2 C MINKLER BOULEVARD f J FOR STREET IMPROVEMENTS & UTILITIES SEE STREET PLANS (SEPARATE PERMIT) TI cI z al P CS YYYe &3.1 • F F -6 r NORTH ROAD WATER FLOW TEST #2 (8/12/06) STATIC: 150 PSI FLOW: 6,106 GPM ® 20 PSI RESIDUAL FLOW: 1,600 GPM 0 126 PSI I 14 SDMH##46(TY II -48 "93) t CONNECT TO EX. 30 "SD I t IE =14.20 (EX. 30") 127) 0 )) " 4 0 • i ; U.S. F=ir VAULT TOP 23..25 F- 0 CI LLI z IX _41 . fi r: -T-... �...,.. ��k�.- .._, -. �,._..�,. �,.- .- .....-- '........ r3�'y "- .k•'.- •�"s.+`��•c� 41LFN18 "SD 00.5% MIN. EX. SDMH TE =24.36 IE= 14.56(EX. 30") IE= 17.41(NEW 18 ") - � 0 = 5 - A.N - UTILITY NOTES: J r F» O.18 :r 1 30 0 LEGEND 15 EXIST. SPOT GRADE PROPOSED SPOT GRADE EXISTING CONTOUR PROPOSED CONTOUR RIDGE LINE 30 STAMPED CONCRETE PAVING CONCRETE SIDEWALK SEWER CLEANOUT PROPOSED STORM PIPE NEW TY II CB (GRATE LID) NEW TY II CB (SOLID LID) NEW TY I CB EXIST. CB EXIST. SDMH GRAPHIC SCALE (IN FEET) 1 inch = 30 ft. - .�... - (F ..... -...._ 465 0 rn Q PROPOSED SEWER MANHOLE PROPOSED WATER PARKING LOT LIGHT IE TE BC TC CONTRACTOR NOTES: 60 0 INVERT Fl FVATION TOP ELEVATION BOTTOM OF CURB TOP OF CURB 1. CONTRACTOR TO VERIFY ALL INFORMATION OF EXISTING CONDITION PRIOR TO CONSTRUCTION. 2. USE CITY OF TUKWILA STANDARD PLANS WHERE APPLICABLE, SEE SHEET C8 FOR TYPICAL DETAILS. 3. SEE SHEETS C6 AND C7 FOR WET VAULT DETAILS. 120 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OF EXCEED ALL APPUCABLE SHORING LAWS FOR TRENCHES OVER 4-FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. POWER, CABLE, FIBER OPTICS, AND TELEPHONE ONES SHALL BE IN A TRENCH WITH A 5 -FOOT MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF- WAY OR EASEMENTS AFTER ASPHALT PAVING. STORM DRAINAGE NOTES: ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA "DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS ", AND THE CURRENT "KING COUNTY SURFACE WATER DESIGN MANUAL", UNLESS OTHERWISE APPROVED. 2. MARK ALL STORM DRAIN INLETS WITH "DUMP NO WASTE" AND EITHER "DRAINS TO STREAMS", "DRAINS TO WETLANDS", OR "DRAINS TO GROUNDWATER", AS APPLICABLE. 3. DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM OF 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVE - D END SECTIONS THAT MATCH THE SIDE SLOPE. - Ci TUKWILA MAY 212007 s' .si3ud 9 G TER Call 2 Working Days Before You Dig 1 -800 -424 -5555 Unties Underground Location Center 0D,MT,ND,ORWA) NOTE TO KOHL'S: "YOU WILL BE DEEMED TO HAVE APPROVED THE ENCLOSED PLANS AND SPECIFICATIONS IF NO WRITTEN OBJECTION THERETO IS MADE WITHIN TEN (10) DAYS AFTER YOUR RECEIPT OF SAME." 0 N ry scale N- 0 N drawn by n 0 N JAL /JHH 1 " =30' n 0 N 0 cO CO co 0 co rn cn N 0 0 , CI 0 LLI ,, U) U) U) 03 Z Z 5 = 0 0 w a_ C.) 0 • ; N N z CO 0 CL 0 J el o0IC) *Or 0 U U Ill 1 co 1- 0 cy I 1.70 000 X � I w 1. I (D 00 0) checked by date JDD job no. 95254.08 I- W Cr) 0 m C4 z 0 w 0 z 8/23/06 sheet C5 of 14 L— W 0 1 ,x 952454.08 06 U:1LDD195254- 081dwg1XE- COV.dwg, C6 -DTL, 05/15/2007 02 :40:53 PM, 1:1 XE —COV S.W. 1 /4 SEC. 26, T. 23 N., R. 4 E., W.M. A ALUMINIZED STEEL LADDER, TYP. 2 PLACES 12 "SD IE =16.00 (IN) 12 "SD 36" BLOCK —OUT -- IE=14.00 �— 15' 24"0 ACCESS RISER W /ALUMINIZED STEEL LADDER. 24"0 LOCKING CAST IRON GRATES PER TUKWILA STANDARDS TYPICAL TWO PLACES. 36" BLOCK —OUT IE =13.50 24 "0 ACCESS RISER W /ALUMINIZED STEEL LADDER. 24"0 LOCKING CAST IRON GRATES PER TUKWILA STANDARDS TYPICAL TWO PLACES, RIM EL. -23.50 PLAN NOT TO SCALE WQ SURFACE =18.00 SECTION A- A: NOT TO SCALE VAULT CONSTRUCTION NOTES 52' 8" CONC. WALL (TYP) 52' FINISH GRADE 1. THE STRUCTURAL DESIGN SHALL COMPLY WITH ALL CITY AND STATE CODES. SOIL AND HS -20 LOADS SHALL BE ACCOUNTED FOR. PLANS MUST BE DESIGNED AND STAMPED BY A REGISTERED PROFESSIONAL STRUCTURAL ENGINEER IN THE STATE OF WASHINGTON. APPLICATION AND APPROVAL FOR A SEPARATE BUILDING PERMIT MUST BE COMPLETED PRIOR TO CONSTRUCTION. 2. MINIMUM 3000 PSI STRUCTURAL REINFORCED CONCRETE MUST BE USED. ALL CONSTRUCTION JOINTS MUST BE PROVIDED WITH WATER STOPS. PRECAST VAULTS SHALL HAVE APPROVED RUBBER GASKET SYSTEM. 3. ALL METAL PARTS MUST BE CORROSION RESISTANT. STEEL PARTS MUST BE GALVANIZED AND ASPHALT COATED (TRMT. 1 OR BE I IEI). 4. VAULT ACCESS LID SHALL MEET HS -20 LOADS. 5. AT PIPE CONNECTIONS TO VAULT, USE NON— POROUS, NON — SHRINKING GROUT. FLOOR ELEV. =12.70 RIM EL =23.00 4' 12 "SD ARNIM GROUND WATER ELEV.-9.7± (MEASURED 9/06) A LID ELEV. =21.54 CEILING ELEV.=20.50 IE =18.00 (OUT) 12" TEE ELEV.=11.70 1E- CEtVED CITY OF TUKWILA MAY 212007 -% .f.'1de 3 NOTE TO KOHL'S: "YOU WILL BE DEEMED TO HAVE APPROVED THE ENCLOSED PLANS AND SPECIFICATIONS IF NO WRII ILN OBJECTION THERETO IS MADE WITHIN TEN (10) DAYS AF I ER YOUR RECEIPT OF SAME." 0 job no. sheet N O ri N O N N N N 0 n_ 0 co 0 u, co cn cp 0 0 0 m r- ¢ w I- w z S U w v> (n H z 0 c.7 cn 0 ND co co rn U7 H ti w 0 w 0 0 N drawn by checked by JHH JDD scale date z 0 ca z U) 1"=30' 8/23/06 95245.08 C6 of 14 0 0 En S w U f U v) l.J..J Q 952454.08 07 U:1LDD195254- 081dwg\XO- COV.dwg, C7 -DTL, 05/15/2007 02:40 :43 PM, 1:1 in co XE-ER Un N N 24 "SD 18 " S D IE=14.85 ELEV = 12.70-/ 4' !E14.85 TE =24.10 TE =24.30 36" BLOCK -OUT THROUGH WALL IE =12.70 TE=24. 30 TE =24.10 24"0 ACCESS RISER W /ALUMINIZED STEEL LADDER. LOCKING CAST IRON LID WITH HOLES PER TUKWILA STANDARDS (TYPICAL EIGHT PLACES) �Z WQ SURFACE =16.85 LIVE STORAGE 7 - 8" CONC. PERIMETER WALL. (TYP) SCALE: 1"="10' C7 ►B PLAN 7 8" CONC. INTERIOR WALL (TYP) FINISH GRADE 136' TE =25.10 TE =25.10 TE =25.10 RISER SEE DETAIL THIS SHEET IE =16.85 RISER (SEE DETAIL THIS SHEE I ) 136' 24 "0 ACCESS RISER W /ALUMINIZED STEEL LADDER. LOCKING CAST IRON LID WITH HOLES PER TUKWILA STANDARDS (TYPICAL ELEVEN PLACES) TE =24.74 100YR EVENT 1 COMBINED WET /DETENTION VAULT S.W. 1 /4 SEC. 26, T. 23 N., R. 4 E., W.M. 36" BLOCK -OUT THROUGH WALL IE =12.70 36" BLOCK -OUT THROUGH WALL IE =12.70 TE =24.10 IE=14.85 6' 6' 4' 12"SD TE =24.30 TE =24.30 A - 1 2 "SD - IE =14.85 ELEV =12.70 LID ELEV. =22.79 CEILING ELEV. =21.70 RISER ELEV. =21.25 N 100YR EVENT ELEV =19.45 ELEV =12.70 VAULT CONSTRUCTION NOTES 8 "CONC. INTERIOR 8 "CONC. PERIMETER WALL (TYPICAL) 22.75' OVERFLOW ELEV. =21.25 3 " ORIFICE W / 6"' ELBOW ELEV =18.80 WALL (TYPICAL) 1. NE STRUCTURAL DESIGN SHALL COMPLY WITH ALL CITY AND STATE CODES. SOIL AND HS -20 LOADS SHALL BE ACCOUNTED FOR. PLANS MUST BE DESIGNED AND STAMPED BY A REGISTERED PROFESSIONAL STRUCTURAL ENGINEER IN THE STATE OF WASHINGTON. APPLICATION AND APPROVAL FOR A SEPARATE BUILDING PERMIT MUST BE COMPLETED PRIOR TO CONSTRUCTION. 2. MINIMUM 3000 PSI STRUCTURAL REINFORCED CONCRETE MUST BE USED. ALL CONSTRUCTION JOINTS MUST BE PROVIDED WITH WATER STOPS. PRECAST VAULTS SHALL HAVE APPROVED RUBBER GASKET SYSTEM. 3. ALL METAL PARTS MUST BE CORROSION RESISTANT. STEEL PARTS MUST BE GALVANIZED AND ASPHALT COATED (TRMT. 1 OR BETTER). 4. VAULT ACCESS LID SHALL MEET HS -20 LOADS. 5. AT PIPE_ CONNECTIONS TO VAULT, USE NON-POROUS, NON - SHRINKING GROUT. B LIVE STORAGE WO SURFACE =16.85 36" BLOCK -OUT IE =12.70 22.75' RISER NOT TO SCALE 18 "4 RISER PIPE SUPPORTS: 30"x0.090 GAGE BOLTED OR IMBEDDED 2" IN WALL AT MAX. 3" SPACING MINIMUM ONE SUPPORT TYP. FOR ALL TEES AND BAFFLES WITHIN FLOW SPUTTER 93' 4 FINISH GRADE 18"0 OUTLET IE =16.85 SHEAR GATE W/ CONTROL ROD FOR CLEANOUT PER TUKWILA STANDARDS RESTRICTOR PLATE WITH 6 9 ,46"95 ORIFICE (SHARP EDGE; ORIFICE SHALL BE SHOP DRILLED, NOT CUT.) ELEV. =14.85 /./- 100YR EVENT 22.75' SECTION B-B SCALE: 1"=10'H, 1"=5V 36" BLOCK -OUT IE =12.70 22.75' 18 "SD N RISER (SEE DETAIL THIS S E ELEV =12.70 GROUND WATER ELEV. -9.7± (MEASURED 9/06) ELEV. =21.25 100YR EVENT ELEV =19.45 NOTE TO KOHL'S: "YOU WILL BE DEEMED TO HAVE APPROVED THE ENCLOSED PLANS AND SPECIFICATIONS IF NO WRI I IEN OBJECTION THERETO IS MADE WITHIN TEN (10) DAYS AFTER YOUR RECEIPT OF SAME." . EVIENNO CODE COMP APPIXO A.A._ 2,0 2*1 DECEIVED CIS! OF TUKWILA MAY 2110111 PET CE NTER f-- CO Cn to c7 r7 5 CV 2 CS) o) co 0 Cn n ca to -0- M) N O z 0 0 tn a elOPM drawn by scale sheet Cki W o 0 wa cc p �r7 ta,.i ow (/) N C•4 Co) Q om ) g JHH 611 checked by dote JDD 1"=30' 8/23/06 job no. 95245.08 C 7 of 14 952454.08 C8 U :1LDD195254- 081dwg1XE- COV.dwg, G8 -DTL, 05/15/2007 02:40:18 PM, 1:1 XE -COV 1 scale 95245.08 sheet C8 of 1 4 NOTE TO KOHL'S: "YOU WILL BE DEEMED TO HAVE APPROVED THE ENCLOSED PLANS AND SPECIFICATIONS IF NO WRITTEN OBJECTION THERETO IS MADE WITHIN TEN (10) DAYS AFTER YOUR RECEIPT OF SAME." NOTES: 1 LANE P -13938 OR APPROVED EQUAL. • LEVELING PADS 8 PADS 1- 112"x314 "x 118" LLI I ERING TO BE RECESSED 1/16" TOP VIEW 1 -5/8" 1 318" SEE SECTION C-C' 1 -5/8" SEE SLOT DETAIL 1 /8" 1 -1 /4" 1 -114" SHEET: APPROVAL; 314" SLOT DETAIL LOCKING LID SECTION B -B NOTES: 1. WELDING I5 NOT PERMITTED. 2. DIMENSIONS SHALL HAVE A -±-1/16" TOLERANCE_. 3. EDGES SHALL HAVE 1/8" RADIUS AND 1/8" CHAMFER OR COMPLETE DEBURRING. 4. THE NAME OF THE MANUFACTURER AND DIRECTION OF FLOW SHALL BE EMBOSSED ON THE TOP SURFACE OF EACH GRATE LE I I !;RING TO BE RECESSED 1/16 ". 5. EMBOSS GRATE WITH MATERIAL TYPE, DI (FOR DUCTILE IRON) OR CS (FOR CAST STEEL), NEAR THE NAME OF THE MANUFACTURER. a THERMOPLASTIC CATCH BASIN MARKING TO BE INSTALLED WITH ALL NEW OR ADJUSTED CATCH BASINS, EXCEPT THOSE WITH SOLID LIDS_ 7. PLACE CATCH BASIN MARKING, "OUTFALL TO STREAM, DUMP NO POLLUTANTS ", ON THE SURFACE OF EACH GRATE, PREFERABLY LOCATED IN THE BORDER AREA. 8. LOCKING LID REQUIRED WHEN NOT INSTALLED IN A CITY STREET. REVISION #1: 08.03 518" CATCH BASIN & INLET B. SHELTON 21/4" 7/8" VANED GRATE DS -06 3 -1/2"R 2 -314 - VANE DETAIL 112" MIN. p 3/4" MAX. ZUMAR INDUSTRIES HOT TAPE #895450 OR APPROVED EQUAL I 1 ==7, NO DUMPING! , DRAINS TO STREAN 5- - 26" ii CATCH BASIN MARKING 5 /16"R NOT TO SCALE 4 144 F Ate: 4 & 4 414 \ 4 . . A AM 9 -3m' City of Tukwila 13" CC RED REFLECTORS C 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0..0.0 0 0. 0. 0 4 0 0 0 0' 0 0 0 0 0 14-1/4" SHEET: REVISION ;/1: 08.03 APPROVAL: B. SHELTON 1/2" GRADE 60 STEEL REINFORCING BAR KriAWHOLE POLYPROPYLENE SAFETY STEP S5 -13 NOT TO SCALE PLANTING STRIP OR SIDEWALK GUTTER --' CATCH BASIN SECTION A -A NOTES: 1. SET TO GRADE AND CONSTRUCT ROAD AND GUTTER FLUSH WITH FRAME. 2. INSTALL VANED GRATE PER DS -06. 3_ USE CATCH BASIN MARKING PER D5 -06. REVISION #1: 08.03 APPROVAL: B. SHELTON DUMMY JOINTS CATCH BASIN SECTION B-B INLET THROUGH CURB DS -08 CONCRETE CURB & GUTTER ROADWAY SURFACE NOT TO SCALE MACHINE GROUND SEAT. SECTION A-A CAST IRON LOCKING COVER MINIMUM WEIGHT 150 LBS NOTES: 1" CORE -3 HOLES LOCKING 1 I 26 -112" City of Tukwila INTEGRAL NON-SKID PATTERN TO BE CAST ON TOP OF COVER FRAME PLAN 27 -314" 26 -1/2" REVISION #1: 08.03 SECTION B -B CAST IRON FRAME MINIMUM WEIGHT 210 LBS 1. FRAME TO BE GROUTED 2. OFC MH30 D/T, IFCO 825 OR APPROVED EQUAL 3. COVERS SHALL BE LABELED WITH 2" RAISED LETTERS SAYING "SEWER" WHEN INSTALLED. ON SANITARY SEWER; "STORM" WHEN INSTALLED ON STORM DRAIN WITHIN RIGHT -OF -WAY; "DRAIN" WHEN INSTALLED ON PRIVATE PROPERTY; "WATER" WHEN INSTALLED ON POTABLE WATER; OR "RECLAIMEDWATER" WHEN INSTALLED ON RECLAIMED WATER. 4. INSTALL SO BOLT HOLE ALIGNS WITH CENTER OF THE LADDER. APPROVAL: 24" FRAME VMITH COVER SHEET: DS -09 B. SHELTON MANHOLE 8 WEBS, 1/2" THICK NOT TO SCALE MORTAR FILLET 1 -##3 BAR HOOP 2 - #{3 BAR HOOPS #8 BAR EACH SIDE 48" DIA - 'L- 54" DIA -8" (VARIES) 60" DIA-8" "0" RING 4" MIN. "FOR SEPARATE CAST IN PLACE 6" RISER SECTION 4" MIN. 2` MIN. PRECAST BASE JOINT DETAIL 12" RISER SECTION 4" MIN. 20" X'24" OR 24" DIAMETER PRECAST BASE SECTION (MEASUREMENT AT TOP OF THE BASE) " MIN. SHEET: CAST IN PLACE ' PRECAST NOTES: 1. MAXIMUM DEPTH FROM FINISHED GRADE 30" TO PIPE INVERT SHALL BE 5' -0 ". REVISION #1: 08.03 2. CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C 478 (AASHTO M 1991) & ASTM C 890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS. 3. REBAR WELDED WIRE FABRIC HAVING A. MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A 497 (AASHTO M 221). DO NOT PLACE WIRE FABRIC IN THE KNOCKOUTS. 4. THE BOTTOM OF THE PRECAST BASE SECTION MAY BE ROUNDED. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM. 5. KNOCKOUTS MAY BE ON ALL 4 SIDES WITH MAXIMUM DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR D' SHAPE. PIPE TO BE INSTALLED IN FACTORY SUPPLIED KNOCKOUTS. 6. KNOCKOUT OF CUTOUT HOLE SIZE SHALL BE EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. 7. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2" PER FOOT. 8. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR- F -621D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON - ROCKING FIT. 9. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 10_ VANED GRATE, REFER TO DS -06. 11. REFER TO 05 -06 FOR CATCH BASIN MARKINGS. APPROVAL: B. SHELTON RISER OR ADJUSTMENT SECTION HANDHOLDS FRONT SLAB COVER STEPS AND LADDER SEPARATE CAST IN PLACE OR SEPARATE PRECAST BASE REINFORCING STEEL (FOR SEPARATE BASE ONLY) 0.23 SQ IN/FT IN EACH DIRECTION FOR 48" 0.19 SQ IN/FT IN EACH DIRECTION FOR 54" 0:25 SQ IN/FT IN EACH DIRECTION FOR 60" CATCH BASIN FRAME AND GRATE OR RING AND COVER REINFORCING STEEL (FOR PRECAST BASE WITH INTEGRAL RISER) 0.15 5Q IN/FT IN EACH DIRECTION FOR 48" 0.19 SQ IN/FT IN EACH DIRECTION FOR 54" 0.25 SCI IN/FT IN EACH DIRECTION FOR 60" PRECAST BASE WITH INTEGRAL RISER GRAVEL BACKFILL FOR PIPE BEDDING. 6" MIN. COMPACTED DEPTH. FOR PRECAST BASES ONLY. NOTES: 1. HANDHOLDS IN RISER OR ADJUSTMENT SECTION SHALL HAVE 3" MIN_ CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MIN. CLEARANCE. NO STEPS ARE REQUIRED WHEN "B" IS 4' OR LESS. REFER TO DS -10C AND DS-11 FOR STEPS AND LADDERS. 2. PRECAST BASES SHALL HAVE CUTOUTS OR KNOCKOUTS WITH A WALL THICKNESS OF 2" MIN. HOLE SIZE SHALL BE EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. MAXIMUM HOLE SIZE IN 36" FOR 48" CATCH BASIN, 42" FOR 54" CATCH BASIN, AND 48" FOR 60" CATCH BASIN. MINIMUM DISTANCE BETWEEN HOLES IS 8 ". 3. ALL BASE. REINFORCING STEEL SHALL BE PLACED IN THE TOP HALF OF THE BASE, 1" MIN. CLEARANCE - 4. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE ROUNDED. 5. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 6. LOCATE STEPS AND LADDERS AWAY FROM OPENINGS AND CENTERED OVER THE MANHOLE. REFER TO DS -06 FOR VANED GRATE AND CATCH BASIN MARKINGS. REVISION #1: 08.03 APPROVAL: B. SHELTON CATCH BASIN NOT TO SCALE NOT TO SCALE t/ Q z c3 0 C7 U rn U 9525 1.08 09 U: \L.DD \95254 --08\DWG \XE--- GRD-dwg 1MH. n1rS 13.Yi C1 . . .. ;... r 15LF'-3 *SD 0 /1.0%) IN. 1 , - - g. (23.50) 300' 20% SSMH#1 (48'o) TE =25.90 IE =17.20(IN) IE= 17.10(OUT) SSCO IE =17.50 1r SCH. 40 PVC VENT PIPE TO BUILDING STACK SSCO IE =17.50 GREASE INTERCEPTOR MODEL #81B—GA 6000 GALLON PER C.D.T. DETAIL #SS -14 6 SAMPLING TEE W/ CLEANOUT FRAM & COVER RIM =25.90 IE =17.25 Tf3ANS _ i � k • $ 280' 2.0% II 11 SEE ENLARGED PROPOSED BUILDING s1 FF =25.5 PVC VENT PIPE TO BUILDING STACK QWEST ASE INTERCEPTOR MOD©.. GALLON PER C.O. DETAIL #SS-14 34.53' 12.E 0 16.75 SSMH#6 (4B "0) W =24.50 IE =10.1± (CONNECT TO EX. SS LINE) (VERIFY INVERT PRIOR TO CONSTRUCTION) 1 0-6 "x8'TEE(MJxFL) I 1 '-6 ° G.V.(FLxMJ) 81FN6 "DIP CI.52 1NF1RE HYD. ASSY. IL" 1'—CONC BLOCK s 6 Iy�r � g I � 17IFN8 "DIP CI.52 3- ---___ 16.70 a:: 4 Rai 1_,_ ""6-s, T 1,"C;4. - ra.3 IE12 ":1 W,w= �--- i L 5? 'CM' fi 161 IE 35" /f.I : _ BOrittA ® K : • "e r Mk 2 22,1 DI 0 ' P ia 2'I NIP 3 I7.s 1 F1 • ;;xi^ F. 1.7.; 7 : C? r;.E 1 r --.(p 1 {f1)- µ L7 S STATIC: 135 PSI FLOW: 7,474 Cf M @ 20 PSI RESI FLOW: 1,600 GPM @ 128 PSI 1 • i 2'CND tq I " PROTECT EX. FH PROTECT EX. FH STA 10 +00 MINKLER B VD STA ST _.. 4 +00 SOUTHCEN ER PKWY UTILITY CONFLICT NOM THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1- 800 - 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UIILTTIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST_ LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BUSH, ROED & HITCHINGS ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. FOR STREET IMPROVEMENTS & UTILITIES. SEE STREET PLANS (SEPARATE PERMIT) 12 +00 — .tE= I6:A5m � �, _ . 13 +DD 2OLFN3 D 1:Q90 q Mlhl.p 0 — /4 SEC. 26, TWP. 23 N., ROE 4 1 E., W.M. 1'12 TEE(MJxFL) 1 '-6 "G.V.(FLxMJ) 6LF' 6 DIP CI.52 1 '—FIRE HYD. ASSY. 1 '—CONC BLOCK '1 '-8"DDCVA PER I CITY OF T T`A UKWILA SNI DATIL-_. --1 RIPS SIZE IglEd _PLANS PRIG TO ANY s>~• ;ire r ; i 36LFry 8 "DIP CI.52 1 '-90BEND(M4) 1MCONC BLOCK LFNB 'DIP CI.52 '—R , / I C114 05 TUKWi STA L r NDARD DET 8 DgCVA,PEi / / / VERFFY SIZEA I/ C P f / f %PR �Y CONST: ) r / 7 / 2'METERED/D01k WATER f__12'RP�1f I3QX (VERIFY SIZE W/ MECH. PLANS PRIOR TO ANY CONST.) 181E 8 "DIP CI.52 WATER SERVICE - ENLARGED PLAN (NI BUILDING) SCALE: 1 "= 10' SCALE: 1 " =10' OLF—.2" SERVICE 0 WATER SERVICE ENLARGED PLAN (Si BUILDING) 1 '-12 "x8" TAPPING TEE GRAPHIC SCALE ( ar nor ) 1 inch = 30 ft. 1 '-2 "METER® DOM. WATER 1NRPBA BOX (VERIFY SIZE W/ MECH. PLANS PRIOR TO ANY CONST.) .r trif ;Jrsr�l„i ; DO RECEIVED CITY CF TUKWIL A MAY 212007 PEhiJIIT CENTER NOTE TO KOHL'S: "YOU WILL BE DEEMED TO HAVE APPROVED THE ENCLOSED PLANS AND SPECIFICATIONS IF NO WRITTEN OBJECTION THERETO IS MADE WITHIN TEN (10) DAYS AFTER YOUR RECEIPT OF SAME." N c aZI 0 N checked by JDD date 8/23/06 (S) °SZ' 41- a A (if 2 ) C (ft 2) D (ft 2) . CD Co 01. 1 £ 94 L 66 l u 5 SL 1 89 68 '11.25" LOAD (LD) z9'L 99'680'1. etIOLP 4'0991 69'959'5 68'599'1. LB l.89 S L$'9O9`z 99'0WI7`9 0 6'£89'84 PEZ'ZZ l9'E 9z'OE I 'I 4E' 1pL'pc 50,027.48 L6•Z60'99 51..1.£5'99 (de) nay *g a 16" 71 39 20 I 46 sr, i o= SZ 25 L£ » 09 69 001• 9£1 LL4 D 22.5° LOAD (LD) 96 I. L4'S9LZ 99 9I.6`f 00'1.99 L 99'090'14 15,054.82 I w£99'61 179 zrtzzoe � 61.'9L1. ' L'Zpz'pa SZ'66Z`09 Lz'6Z 4'69 L 91'9099'66 I SS'£6p`9E4 p8'OL6`9L 4 C 5 ° AREA (SF) 35 36" 0 1• _ 9 6 I z1. 0E 6e " 09 - 1_11 L8 944 L 906 SB6 99Z 1.p£ °9p D pL'0w'z 5,424.16 56'ZP9'6 1. VLeo'91 p9'969` 4Z p9' 4£5`62 09' /J.9 »'L 18'8p W99Z`09 Z917E6`EL 95'991.`98 S1'9Z 4`86i, 001 92'692`56 cinez's9Z 347,146.23 A 9O° AREA (SF) 94 sz 01r 99 41. 06 144 906 • 091. S 41. 1.SE 1.9E 66p 6 O 9p'p9p'1 t 9' 4 F irT 1.69 1 6E'OWLz 91'060'0t7 L 4'1.99' #S 1 - 0 - 1; 7 1 - 2Z77. 90,202.87 -1 LS' 190' 1.1.1 134,747.4 C 99'09E 1 091- G9 4 Z C ZS'E99 1 0SZ Gtr'448'09E [791 641,442.62 ad) C]baH 7LL5 9' LL9 9' LLS P i ": 7 - 29 9229 9'1.1.5 r - ;:; - 1 f 5'1.1.5 SUS 9'LL9 9'LLS S'LLS 5'1.1.9 I 9' 5'L2.9 1 S'GL9 (Isd) aenssaud 09z QSz osz 0SZ 09z 052 OgZ 09z OSz 05z 052 09Z OSz OSZ 092 779 PIPE AREA SQ FT 1.21.80`0 9£964'0 L06p£'0 � Zp9pS� OpSBL•0 20690' 4 1296£' l- 941.91.'4 F L949Vz z86£9' z 094p4'E 1.091.2'1? 09990'2 94429'6 017999Z1 PIPE SIZE DIA r "T CD 0 01. 1 r� V 4 91. 86 F ZZ PE i OE 9£ ZP PIPE SIZE DIA A (if 2 ) C (ft 2) D (ft 2) E (ft 2) 4" 4 2 1 1 6,, 10 5 3 1 8" 18 10 5 2 10" 28 15 8 4 IT 40 22 11 6 • 14" 55 30 15 8 16" 71 39 20 10 18" 90 49 25 13 20" 111 60 31 15 22" 135 73 37 19 24" 160 87 44 22 28" 218 118 60 30 30" 251 136 69 35 36" 361 195 100 50 42" 491 266 135 68 48 "' 641 347 • 177 89 METER SIZE 1-1/2" 2" Dimension A* 13.25" 1725° Dimension B - Riser Height 12 ", 15 ", 18 ", 21 ", 24 " 27" 12 ", 15 ", 18 ", 21 ", 24 ", 27" Dimension C - Nominal pipe size of inlet and outlet 1 -112" 2" Dimension D* 21.50" 26.+63" 1 I- w co 952454.08 C11 CAPPED CROSS w CD O N W O U) z� o� ri Ili ri ix co x IA city of Tukwila THRUST BLOCKING SIZE NOTES: t BEARING AREA OF CONCRETE THRUST -BLOCK BASED ON 25D PSI PRESSURE AND SAFE SOIL BEARING WAD OF 1000 POUNDS PER SQUARE FOOT. 2. ADJUST BEARING AREA FOR OTHER PIPE SIZES, PRESSURES, AND SOIL CONDITIONS. 3. CONCRETE BLOCKING SI BE CAST IN PLACE AND HAVE A MINIMUM AREA OF 1/4 SQUARE FOOT BEARING AGAINST THE FITTING. 4. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATION PRESSURE UNDER ALL CONDITEONS OF SERVICE. 5_ HEIGHT OF THRUST BLOCK MUST BE EQUAL TO OR LESS THAN 1/2 THE DEPTH FROM THE GROUND SURFACE TO THE BLOCKS BASE. 6. USE GALVANIZED OR ASPHALT- COATED SHEEL, THREADED RODS AND PIPE CLAMPS. 7. REFER TO CHAPTER 7 OF THESE STANDARDS. Ciy of Tukwila 90° BEND U:\LDD195254- 08\dwg\XE- COV.dwg, C11- WTR -DTL, 05/15/2007 02:39:45 PM, 1:1 SHAT: REVISION #1: 08.03 APPROVAL: B. SHELTON SHEET: APPROVAL: REVISION #1: XE-COV A TEE WI PLUG 45° BEND E 08.03 11 -1/4° BEND BLOCKING (HORIZONTAL) B. SHELTON BLOCKING CONCRETE WS -12A 2 OF 2 CONCRETE WS -12A 1 OF 2 BLIND FLANGE OR SMALLER SIZE PIPE C TEE WIO PLUG 22 -1I2° BEND NOT TO SCALE NOT TO SCALE S. We 1 /4 SEC. 26, T. 23 N., R. 4 E., W. TEE TAPPED 2' WATER MAIN NOTES: UNDISTURBED GROUND 2" BRASS PIPES, THREADED CONCRETE THRUST BLOCK CAST IN PLACE VALVE BOX (SEE WS-06) PLAN VIEW METER BOX 1. ALL PIPE BEYOND MAIN SHALL BE PAINTED BRASS 2. INSTALL CAST METAL VALVE MARKER POST AND EXTENSION PIPE ADJACENT TO METER BOX. PAINT WITH TWO COATS OF NON - CORROSIVE PROTECTIVE PAINT, PER A_W.W.A. STANDARDS. 3_ TWO PIECE CAST IRON VALVE BOX WITH STANDARD 24" BASE AND 18" TOP WITH 2" OVERLAP, RICH VALVE BOX OR EQUAL LIDS TO HAVE TABS_ 4. REFER TO CHAPTER 7 OF THESE STANDARDS. 5. REFER TO WS -12A & WS -12B FOR BLOCKING, WS-06 FOR VALVE BOX. City of Tukwila 36" MIN. THREE 2' STREET ELBOWS ELEVATION VIEW SHEET: REVISION #1 :. 08.03 3 CLEAR. 2" PIPE, THRE=ADED APPROVAL: B. SHELTON WATER MAIN BLOW -OFF ASSEMBLY WS-09 2" X 2 -1!2I BRASS ADAPTOR, SCREWEDX NATIONAL STANDARD HOSE THREADS 2" COUPLING 2"-50° ELBOW NO DRAIN HOLE 2 -112" CAP WITH GASKET NOT VENTED NOT TO SCALE CONCRETE THRUST BLOCK 0 4 4 vgi zit NOTES: 1. USE FOR TAPS ON CEMENT LINED DUCTILE PIPE 2. PRE -TEST ASSEMBLY BEFORE DRILLING. 3. REFER TO CHAPTER 7 OF THESE STANDARDS. 4. REFER TO WS -13 & WS-14. City of Tukwila ELEVATION VIEW SHEET: 3' MIN. OR 3 TIMES DIA OF THE TAP, WHICHEVER IS GREATER REVISION #I: 08.03 APPROVAL: B. SHELTON WATER MAIN TAPPING TEE WS -10 RESILIENT SEAT GATE VALVE NOT TO SCALE 1. COMPOUND METER SUPPLIED AND SET BY THE CITY. 2" SINGLE REGISTER METER REQUIRES PRE - APPROVAL. REVISION #I: 08.03 APPROVAL: B. SHELTON 3. METER SE I I ER TO BE APPROVED BY THE CITY INSPECTOR PRIOR TO BACKFILL. 4. REFER TO CHAPTER 7 OF THE STANDARDS. `CONTACT PUBLIC WORKS OPERATIONS FOR PREFERRED SPACING. PAVEMENT PATCHING (SEE RS -03) A BACKFILL BEDDING City of Tukwila TOP OF TRENCH 12 X'DEPTH' (MAX. WIDTH) O BOTTOM OF TRENCH SHEET: REVISION 111: I APPROVAL: 12" MIN. PIPE OUFER DIA. 4" MIN. H) NOTE : 1. ALL BACKFILL SHALL BE 518 CRUSHED ROCK COMPACTED TO 90 % MODIFIED PROCTOR PTIMUM DENSITY. 2. REFER TO RS-03 FOR. PAVEMENT PATCHING. 3. PAVED AREAS: BACKFILL WITH CRUSHED ROCK. 4. UNPAVED AREAS: BACKFILL WITH NATIVE MATERIAL OR CRUSHED ROCK. 08.03 B. SHELTON TRENCH BEDDING AND BACKFILL WS -18 MIN. 3' & MAX.. 6' NOT TO SCALE ie!_ ii.fusm :,. iii? n.•'- `iiutnX;:._ =iiiii -nee - - - �I♦ iii_ • E ±E PAINTED HIGH TENSILE D.I. SERVICE SADDLE WITH DOUBLE STRAP, AWWA LP, THREAD TAP, ROMAC 202S OR EQUAL SIZE AS REQUIRED. ® CORPORATION STOP, AWWA I.P. INLET BY MALE IRON PIPE THREAD OUTLET, MUELLER BALL NO. B -2969 OR EQUAL AS NEEDED. COUPLING MALE IRON PIPE THREAD BY MUELLER 110 FITTING, MUELLER NO. H -15451 OR EQUAL ©COPPER TUBING, TYPE K OR HIGH MOLECULAR DENSITY POLYETHYLENE. TRACING TAPE FOR POLYETHYLENE PIPE. NOTES: 1. SERVICE LINE SHALL BE PERPENDICULAR TO THE WATERMAIN UNLESS OTHERWISE APPROVED BY THE ENGINEER. 2 BYPASS WILL BE LOCKED OFF BY CONSTRUCTION INSPECTOR WHEN METER SPREADER IS INSTALLED. 3. METER WILL BE SUPPLIED AND INSTALLED BY THE CITY OF TUKWILA. 4. SETTER SHALL BE POSITIONED TO CENTER RIGID SPREADER UNDER INSPECTION LID AND PROVIDE ADEQUATE CLEARANCE BETWEEN BYPASS AND BOX WALL FOR OPERATING AND LOCKING BYPASS VALVE. 72 City of Tuftwila SHEET: REVISION #1: 08.03 APPROVAL: B. SHELTON SERVICE 1 -112" & 2" DOMESTIC WS-03 NOT TO SCALE i MATERIAL LIST - COPPER BYPASS 10 2 - FLEX_ CPLG. TO FIT, EQUAL TO ROCKWELL 441 (REDUCE AT TAP). O 2 - SINGLE STRAP SERVICE CLAMPS EQUAL TO ROMAC 101 1MTH IPS TAP. ROCKWELL 313_ 1 3 - STRAIGHT CPLG., COPPER. TO OUTSIDE I.P. THREAD EQUAL TO MUELLER H- 15428 110 COMP. 0 1 -114 BEND CPLG. COPPER TO COPPER, EQUAL TO MUELLER H- 15526. • 1 -1/4 BEND CPLG. COPPER TO OUTSIDE I.P. THREAD EQUAL TO MUELLER H- 15530. • 2- BALL VALVES WITH PADLOCK WINGS OR LOCK CAPS (MUELLER)_ 7 2 - G.V. FL. EQUAL TO MUELLER A-2307-6. S 3" TO 6" COMPOUND METER SUPPLIED BY CITY. s 1 - C.I. ADPT., FL X PE LENGTH TO FIT. 1'- CPLG_ ADPT„ FL. EQUAL TO ROCKWELL 912. MATERIAL LIST - D.I. BYPASS 2 - FLEX CPLG. TO FIT. 2 - D.I. FL. X P.E., LENGTH AS REQUIRED. 2 - TEE, FL. 2 - G.V., FL, MUELLER A-2370-6 OR EQUAL. 1 - 3" TO 6" METER, AS SPECIFIED. 1 - ADPT. FL. X P.E. 12" LONG. 1 -- CPLG. ADPT., FL. EQUAL TO ROCKWELL. 2 - G.V. FL. EQUAL TO MUELLER A-2370-6 (GAT. SATISFACTORY LOCKING DEVICE MUST BE FURNISHED). 9 3 - D.I. PIPE FL. EACH END, LENGTH TO FIT: 2 - 90° BENDS, FLANGE. 3" FROM TOP OF VAULT TO FINISHED GRADE IN PLANTED AREAS 6'X12" INSPECTION LID•CIBVTERED OVER METER REGISTER WITH DUCTILE IRON BY -PASS GENERAL NOTES: 1_ METERS 3" -6" SUPPLIED BY CITY. 2. VAULT SHALL BE PRECAST CONCRETE VAULT. 3. ALL PIPE & FITTINGS 4" AND LARGER SHALL BE CEMENT LINED, CL52. 4. PIPING FROM MAIN TO VAULT SHALL. BE 4" ON 3" METER INSTALLATION, TEE WITH VALVE ON EXISTING MAIN REQUIRED. 5. REFER TO SECTION 7.3.2. F► IN. la . 11 (* ° IPme It 0 - t rl =lr1_ 2 "X2 /4 "L CUT TO FIT INSIDE BOX PROVIDE CONCRETE APPROVAL: SUPPORT BLOCKS B. SHELTON REVIEWED FOR I CODE I APPROVE 114 "'GALV. SAI-L I Y PLATE EQUAL TO RYERSON INLAND AWAY SAFETY PLATE MEDIUM PATTERN SIZE HINGE JUL 2 0 VP City Of "Tukwila ILDN DWISION .. 2- #5 BARS, TYP_ r #5 BAR -1' OVERLAP EACH CORNER #5 AT 1' OW CENTERS VERT. & HORIZONTAL i -1/ CRUSHED] ROCK BASE 8" MIN; THICK INSTALL 4" CONCRETE SEWER: PIPE TO DAYLIGHT FOR DRAIN UNLESS OTHERWISE APPROVED. RECEIVED CITY OF TUKNJL \. MAY 21 2007 PET CN C x ER NOT TO SCALE 1 " =30' NOTE TO KOHL S: 0 I- w co Lo Ln �r scale 0 4 In IN N N n 0 N 0 c in co N 2 CF] 67 00 0 z 0 cc cc job no. drawn by e ci z Ie/♦ 0 z I chiS ca 0 ce tn JHH D a W (!3 z J C I-- 11.1 C O <-C N z to a < o 0L,.1CO checked by date JDD "YOU WILL BE DEEMED TO HAVE APPROVED THE 95245.08 ENCLOSED PLANS AND SPECIFICATIONS IF NO WRITTEN OBJECTION THERETO IS MADE WITHIN TEN 10 DAYS AFTER YOUR RECEIPT OF SAME." It Cl 1 of 14 SOU1 KOHL'S COMMENTS 8c SITE PLANCHANGE AT EAST BUILDING PUBLIC WORKS REVIEW RESPONSES OWNER REQUESTED REVISIONS REVISED PER CITY REVIEW CONSTRUCTION SET CONIMEN TS CONSTRUCTION uJ DESIGN 952454.08 012 XE -COV NOTES: 1. RUBBER GASKET & GROUT AT ALL JOINTS. GROUT ALL LIFTING EYE HOLES. 2. STEPS SHALL BE LANE #P- 13938. REFER TO SS -13 FOR STEP DETAIL. NOTES: CONSTRUCT CHANNEL & SHELF IN FIELD_ SMOOTH FINISH WITH CLASS 3000 CONCRETE. (OPTION: PRE - FABRICATED PVC /FIBERGLASS CHANNEL) PRECAST CONCRETE RINGS PRECAST CONE SECTION - KOR -N -SEAL 6" MIN. SHEET: 5 M I#�_ REVISION #1: 08.03 APPROVAL: B. SHELTON 1 CLEAR ACCESS OPENINGS iI I ,r • i. : _:� .. ;r . ,t' . _ x,` - - - r *. s� � . :'r ; GRgIJi' -� HqT FI Skit S i...., Al PRECAST DIVIDER :,;:t® _ c...:.= :......., .., 12" TYP ACCESS DETAIL SLOPE SHELF TO PIPE` 4% SIDE CHANNEL CHANNELIZATION MANHOLE MH RING & COVER 18" MAX PRECAST BASE ACCESS AND CHANNELIZATION ?ZING CHART Number'Of Meals X Waste Flow X Retention x Storage - Capacity FORMULA: Per Peak Hours • Rate Time Factor In Gallons GALLON CAPACITY 1000 1250 1500 1750 2000 2500 2750 3000 4800 5000 GOflO UV CO_ MODEL # 4484 -GA 4484 -GA 5106 -GA 5"146 -GA 612 -GA 612-GA 612A 712-GA 712-GA 818-GA B1: A DIM "A . 9'-0" 9 9'-0" , 11 -2" 11 -2" 12'x" 12'-8° 12`-W 13'•7" 13' -1" , 19' -11" 19 -1 D ow „O" 5'-0•' 5'-0" 5..11•. 5•-$" _ 6•-3' 6' -8 6.-8" $,A.. ' I -O' 9' -11" 9'41" DIM "C" T -2" T -2" 7' -2° 7' 2" S'-0'• 8'-0'• 8'-O' 8`-7" 8' 7" 8' -11"' 40 - - DIM " 4 , 2 „ 5 - ,}.•,4" ' 4' -1V 4 . -7 " 5,-6" 6 -0 5•-4" 6`.8 5..2 °• 7' -2" WATER DEPTH D1M E" 3' -10" F 4'40" 4 -0° 4'-T' 3' -1 Q" 4• -9'• 5• -3" 4.-r B -1" 4•-9 5• -9 4" MIN. NOT TO SCALE VENT PIPES Cizpof # Tukwila GROUT ALL AROUND BOTH SIDES 2/3 LENGTH DIM. "A" PLAN VIEW 24" DIA. LOCKING FRAME & COVER AIR & GAS TIGHT .. PLC.. PLOS 01 JE!+!5L � L JAI iiiaiw� �� f 1 �l%: / / /�ti1 /��l/ 1 1 ! I o n i -0 If _ i t TZ --- ; - ; INSPECTION 2„ ! 1 C 1 II F 1 . L T _-. T.: ,. � 1 Q L1 cc 1° TYP mow.. -. e . ,. c-•". - +,r.0 Xr . ADJUST `OG SHEET: 1/3 LENGTH NOTES: SECTION A -A 1. REFER TO CHAPTER 8 OF THESE STANDARDS. 2. CONCRE 1 E: 28 DAY COMPRESSIVE STRENGTH fc = 4500 PSI 3. REBAR: ASTM A- 615 - GRADE 60_ 4. MESH: ASTM A -185 GRADE 65. 4. DESIGN: ACI- 318-83 BUIILDING CODE ASTM 0 -857 "MINIMUM STRUCTURAL DESIGN LOADING FOR MONOLITHIC OR SECTIONAL PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES ". 5. LOADS: H -20 TRUCK WHEEL WITH 30% IMPACT PER AASHTO. 6_ FILL WITH CLEAN WATER PRIOR TO START UP OF SYSTEM, 7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES. 8. ONLY GRAY WATER, EXCEPT DISHWASHERS. BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER. REVISION #1: 08.03 APPROVAL: B. SHELTON GREASE INTERCEPTOR SINGLE VAULT WITH DOUBLE BAFFLE 1 LAST REVISION: 08.04 8' MK TO 25' MAX 1 NOTES: 1, MAX. PIPE DIAMETER MAY BE LIMITED BY PIPE CONFIGURATION OR AS DETERMINED BY ENGINEER. 2. RUBBER GASKET AND GROUT AT ALL JOINTS_ 3. GROUT ALL LIFTING EYE HOLES. 4. SEE SS -08 FOR ACCESS AND CHANNELIZATION. 5. SEE SS-13 FOR STEP DETAIL. B. INSTALL PER CHAPTER 8 OF THESE STANDARDS. * APPLIES TO 24" OR SMAI i FR DIAMETER PIPES. 8" MIN. AT CL. 4" MIN.- MANHOLE RING AND COVER :CHANNELIZATION 12" MAX` REVISION #1: APPROVAL: 08.03 INECISCMi B. SHELTON MANHOLE 4 "Min. 1" CORE-3 HOLES LOCKING PLAN COVER 1 2 -1f2" 26-1/2 SECTION A -A CAST IRON LOCKING COVER MINIMUM WEIGHT 150 LBS NOTES: INTEGRAL NON -SKID PATTERN TO BE CAST ON TOP OF COVER. PLAN FRAME 1" 27 -314" 26.1/2" SECTION B -B CAST IRON FRAME MINIMUM WEIGHT 210 LBS 1. FRAME TO BE GROUTED 2. OFC MH30 D/T, IFCO 825 OR APPROVED EQUAL 3. LOCK COVER WITH THREE 112" BOLTS- AND PROVIDE A PICK HOLE. 4, COVER SHALL HAVE THE WORD "SEWER" IN 2" RAISED LETTERS WHEN USED IN CONNECTION WITH SANITARY SEWER INSTALLATIONS. MANHOLE 8 WEBS, THICK 4 SEC. 26, T. 23 N., R. 4 E., W. NOT TO SCALE ° �~ City of 1 24" FRAME WITH COVER REVISION Iti: SHEET: SS -'1'I i Tukwila APPROVAL: B. SHELTON I I I I I 1 I 1 I�= C i i yof Tukwila REVISION #1: 08.03 APPROVAL: B. SHELTON CLEAN -OUT -1 /8" RAISE -112" WIDE BORDER 8 -314" 1 -114 7 -3,4" PLAN VIEW ELEVATION CAST IRON RING AND COVER LABELED CO. 2-718" 4" 12" DIA. FIBRE JOINT PACKING 45 BEND FINISH GRADE 1 4 3/4" NOT TO SCALE MATERIAL LISTING: 1. 3/4" SHACKLE RODS WITH STAR BOLTS AND ASPHALT EMULSION COATING. 2. 4" MIN_ DI CLASS 52 PIPE. 3. PRECAST CONCRETE VAULT WITH HINGED STEEL PLATE COVER, DIMENSION TO VARY WITH. SIZE OF ASSEMBLY. 4. O.S.H.A. APPROVED LADDER IF OVER 30" DEEP_ 5. PIPE SUPPORT STAND UNDER EACH CHECK VALVE. 6_ COPPER OR BRONZE BYPASS WITH AN APPROVED DCVA AND 314" WATER METER, 7. APPROVED DCVA IN MAIN LINE WITH TWO RESILIENT SEATED SHUTOFF VALVES AND TEST COCKS. 8. 10 ", 8 " , 6 OR 4" COUPLING ADAPTER, FL. 9. 10", 8 ", 6" OR 4" FL*PE D.I. CLASS 52 PIPE LENGTH TO FIT. 10. GROUT INTERIOR AND EXTERIOR ALL AROUND PIPE USING NON- SHRINK GROUT. 11. 10 ", 8 ", 6" OR 4" GATE VALVE FL *M.1 WITH. POST INDICATOR VALVE. 12. FLANGE TEE ASSEMBLY SIZED ACCORDINGLY. 13. FLANGED 90° BEND. 14. 4 " OR 6" D_I. CLASS 52 PIPE FL *FL_ 15. 4" OR 6" 90° BEND FL. 16. 4" OR 6" D.I. CLASS 52 PIPE, FL*FL. 17. 6" 90° BEND, FL. 18. UL LISTED 5" STORTZ CONNECTION WITH 30° OR 45° ELBOW. 19. 6" D.I. CLASS 52 PIPE LENGTH AS REQUIRED FLANGE * THREADED P.E. 20. 6" 90° BEND FL_ 21. SWING TYPE GRAVITY OPERATED CHECK VALVE. WITH BALL DRIP VALVE TO BE INSTALLED HORIZONTALLY. DETECTOR. DOUBLE CHECK AND VAULT ASSEMBLY GENERAL NOTES: 1_ BACKFLOW PREVENTORS SHALL BE APPROVED BY DEPARTMENT OF HEALTH. 2. SIZE VAULT BASED ON SIZE OF APPARATUS AND MEETING MINIMUM CLEARANCES. 3_ A SEPARATE DETAIL PLAN FOR VAULT INSTALLATION AND SPRINKLER LINE MUST BE SUBMITTED AND APPROVED BY THE FIRE MARSHALL PRIOR TO INSTALLATION. 4. MINIMUM APPARATUS SIZE SHALL BE 4 ": 5. VAULT SHALL BE SEALED TO PREVENT WATER LEAKAGE 6. LADDERS SHALL BE REQUIRED WHEN DEPTH FROM TOP OF LID TO FLOOR OF VAULT EXCEEDS 30 ". INSTALLATION OF ALL LADDERS SHALL BE IN COMPLIANCE TO O.S.H.A. 7. LOCATE VAULT IN PLANTING AREA AND NOT IN PAVING AREA, UNLESS APPROVED BY THE ENGINEER. 8. FITTINGS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS OF ANSI /AWWA C1101A21.10 AND CEMENT LINED (SEE APWA & AWWA). 9. PIPE SHALL BE DUCTILE IRON MEETING ANSI A21.51, CL52.& CEMENT LINED. 10. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES AT THE TIME OF INSTALLATION. AFTER COMPLE I E INSTALLATION INSTALL PERMANENT PIPE. SUPPORT STAND. 11. PROVIDE BALL DRIP VALVES ON. F.D.C. CHECK VALVE ASSEMBLY OR AT BOTTOM OF F.D.C. RISER 12. FIRE DEPARTMENT CONNECTION TO BE PROVIDED WITH ONE (1) 5" STORTZ CONNECTIONS AND TWO 30° OR 45° ELBOWS. 13. ALL UNDERGROUND PIPING TO BE INSPECTED, FLUSHED, AND PRESSURE TESTED IN THE PRESENCE OF AN INSPECTOR PRIOR TO COVER AND CONNECTION TO THE OVERHEAD SYSTEM. 14. UPON INSTALLATION, BACKFLOW PREVENTION ASSEMBLIES ARE TO BE TESTED BY A CERTIFIED TESTER AND ALL TEST -COCKS ARE TO BE PLUGGED ALTER THE TEST. THEREAFTER, ANNUAL TESTS SHALL BE PERFORMED AT OWNERS EXPENSE, AND. COPIES OF TEST RESULTS SHALL BE PROVIDED. 15.. CONCRETE VAULT SHALL HAVE ONE 4' X 4' OR TWO 3' X 3' STEEL HINGED DOORS. 16, BACKFLOW PREVENTION VALVES AND POST OR WALL INDICATING VALVES SHALL BE PROVIDED WITH UL CENTRAL STATION TAMPER. SUPERVISION. city of Tukwila CROSS CONNECTION CONTROL DETECTOR DOUBLE CHECK VALVE AND VAULT SHEET: WS -15 2 OF 2 REVISION #1: 08.03 L LAST REVISION: 08.04 B. SHELTON APPROVAL: NOT TO SCALE City of Tu kwila APPROVAL: FIRE HYDRANT ASSEMBLY AND SETTING B. SHELTON WS -13 LAST REVISION: 08.04 fit: .�.#de MATCH MAIN DEPTH MECHANICAL JOINT PROVIDE THRUST BLOCK 5 STORTZ CONCRETE BLOCKING DIM_ 1'XVX3' UNDISTURBED SOIL MIN.1 YARD DRAIN ROCK NOTES: 1. REFER TO CHAPTER 7 OF THESE STANDARDS_ SIDEWALK 8" DIA_ DUCTILE IRON PIPE 2. HYDRANTS EQUAL TO MUELLER 4 A- 423 OR CLOW MEDALLION #F 2545, M & H 929. CURB AND GUTTER [-FINISHED PAVEMENT 2-3/4" ASPHALT COATED STEEL SHACKLE RODS FLANGE JOINT - SEE VALVE BOX DETAIL (WS-06) SEE WS -12A AND WS-12B S' RESILIANT WEDGE GATE'VALVE CAST IRON TEE (CEMENT LINED) - MJXMJXFL UNDISTURBED SOL 3. HYDRANTS SHALL BE EQUIPPED WITH TWO 2-112° N.S.T. HOSE PORTS AND ONE 5" STORTZ PUMPER DISCHARGE PORT AND SHALL HAVE A 1 -114" PENTAGON OPEN LIFT OPERATING NUT. HYDRANTS SHALL HAVE A 6" M.J. BOTTOM CONNECTION AND 5 -1/4" MAN! VALVE OPENING, AND SHALL HAVE 18" ABOVE GRADE LEVEL TO THE CENTER OF THE PUMPER DISCHARGE PORT. 4_ HYDRANTS SHALL CONFORM TO A.W.W.A_ SPECIFICATIONS C 502 -54; SHALL BE COMPRESSION TYPE AND SHALL HAVE A TWO PIECE BREAKING FLANGE WITH BREAKING THIMBLE AT THE GROUND LINE OR STEM; SHALL HAVE A SELF - OILING DRY BONNET WITH FACTORY RI I ED RESERVOIR HOLDING APPROXIMATELY 8 OUNCES OF OIL. OIL RESERVOIR SHALL BE SO DESIGNED AS TO GIVE A COMPLETE LUBRICATION OF STEMS EACH TIME THE HYDRANT IS OPERATED. THE UPPER STEM SHALL HAVE A BRASS SLEEVE. 5. SHACKLE RODS SHALL BE ASPHALT - COATED STEEL OR CORTEN STEEL. 6. GREEN BONNETS SHALL BE FARWEST FOREST GREEN (#3523). 7. PRIVATE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF RUSTOLEUM #659 YELLOWGLOSS OR FARWEST CASE YELLOW (# X- 3472). 8. WHERE NO CURS AND GUTTER IS INSTALLED, FIRE HYDRANT SHALL BE LOCATED CLOSE. TO THE PROPERTY LINE AND INSIDE THE RIGHT OF WAY OR EASEMENT. INSTALL BOLLARD GUARD POST PER WS-14. 9: HYDRANTS INSTALLED, RELOCATED OR OTHERWISE WORKED UPON AS A RESULT OF A PROJECT SHALL BE. FRESHLY PAINTED. 10. HYDRANT SHALL NOT BE CLOSER THAN 4' TO ANY FIXED OBJECT, WITH THE EXCEPTION? OF HYDRANT GUARD POSTS, PER TMG 14.24.03. NOT TO SCALE 12" MIN. 4 " MIN. 6" MIN. 112" MIN. COMPACTED FOUNDATION GRAVEL UNDER VAULT d I�ff; 9J 9 p er' ,� I CODE COMPLxANC: APPROVE JUL 2 0 2001 City Of Tukwila N SIN D (tSI PLAN VIEW SHEET: 38" 48" APPROVAL: END VIEW REVISION #1: 08.03 WITHIN 5O' OF HYDRANT NOTES: DETECTOR DOUBLE CHECK VALVE & VAULT B. SHELTON 12" MIN. `"ECEIVED CITY OFTOKMA MAY 212007 r� ),Eciµ`ea F (.t � ER 5 - NOT TO SCALE NOTE TO ?COIL'S: "YOU WILL BE DEEMED TO HAVE APPROVED THE ENCLOSED PLANS AND SPECIFICATIONS IF NO WRITTEN OBJECTION THERETO IS MADE WITHIN TEN (1O) DAYS AFTER YOUR RECEIPT OF SAME." J LLJ LLJ LlJ LLJ stole drawn by w 0 w cc w checked by JDD job no. 95245.08 C12 of 14 U :1LDD195254- 081dwg1XE- COV_dwg, 012- WTR- SS -DTL, 05/1512007 02:39:08 PM, 1:1 rn r` rD in I d I r7 0 sheet s z k3 dote cn 0 z 0 0) s w cc 0 8/23/06 j uJ DESIGN 952454.08 012 XE -COV NOTES: 1. RUBBER GASKET & GROUT AT ALL JOINTS. GROUT ALL LIFTING EYE HOLES. 2. STEPS SHALL BE LANE #P- 13938. REFER TO SS -13 FOR STEP DETAIL. NOTES: CONSTRUCT CHANNEL & SHELF IN FIELD_ SMOOTH FINISH WITH CLASS 3000 CONCRETE. (OPTION: PRE - FABRICATED PVC /FIBERGLASS CHANNEL) PRECAST CONCRETE RINGS PRECAST CONE SECTION - KOR -N -SEAL 6" MIN. SHEET: 5 M I#�_ REVISION #1: 08.03 APPROVAL: B. SHELTON 1 CLEAR ACCESS OPENINGS iI I ,r • i. : _:� .. ;r . ,t' . _ x,` - - - r *. s� � . :'r ; GRgIJi' -� HqT FI Skit S i...., Al PRECAST DIVIDER :,;:t® _ c...:.= :......., .., 12" TYP ACCESS DETAIL SLOPE SHELF TO PIPE` 4% SIDE CHANNEL CHANNELIZATION MANHOLE MH RING & COVER 18" MAX PRECAST BASE ACCESS AND CHANNELIZATION ?ZING CHART Number'Of Meals X Waste Flow X Retention x Storage - Capacity FORMULA: Per Peak Hours • Rate Time Factor In Gallons GALLON CAPACITY 1000 1250 1500 1750 2000 2500 2750 3000 4800 5000 GOflO UV CO_ MODEL # 4484 -GA 4484 -GA 5106 -GA 5"146 -GA 612 -GA 612-GA 612A 712-GA 712-GA 818-GA B1: A DIM "A . 9'-0" 9 9'-0" , 11 -2" 11 -2" 12'x" 12'-8° 12`-W 13'•7" 13' -1" , 19' -11" 19 -1 D ow „O" 5'-0•' 5'-0" 5..11•. 5•-$" _ 6•-3' 6' -8 6.-8" $,A.. ' I -O' 9' -11" 9'41" DIM "C" T -2" T -2" 7' -2° 7' 2" S'-0'• 8'-0'• 8'-O' 8`-7" 8' 7" 8' -11"' 40 - - DIM " 4 , 2 „ 5 - ,}.•,4" ' 4' -1V 4 . -7 " 5,-6" 6 -0 5•-4" 6`.8 5..2 °• 7' -2" WATER DEPTH D1M E" 3' -10" F 4'40" 4 -0° 4'-T' 3' -1 Q" 4• -9'• 5• -3" 4.-r B -1" 4•-9 5• -9 4" MIN. NOT TO SCALE VENT PIPES Cizpof # Tukwila GROUT ALL AROUND BOTH SIDES 2/3 LENGTH DIM. "A" PLAN VIEW 24" DIA. LOCKING FRAME & COVER AIR & GAS TIGHT .. PLC.. PLOS 01 JE!+!5L � L JAI iiiaiw� �� f 1 �l%: / / /�ti1 /��l/ 1 1 ! I o n i -0 If _ i t TZ --- ; - ; INSPECTION 2„ ! 1 C 1 II F 1 . L T _-. T.: ,. � 1 Q L1 cc 1° TYP mow.. -. e . ,. c-•". - +,r.0 Xr . ADJUST `OG SHEET: 1/3 LENGTH NOTES: SECTION A -A 1. REFER TO CHAPTER 8 OF THESE STANDARDS. 2. CONCRE 1 E: 28 DAY COMPRESSIVE STRENGTH fc = 4500 PSI 3. REBAR: ASTM A- 615 - GRADE 60_ 4. MESH: ASTM A -185 GRADE 65. 4. DESIGN: ACI- 318-83 BUIILDING CODE ASTM 0 -857 "MINIMUM STRUCTURAL DESIGN LOADING FOR MONOLITHIC OR SECTIONAL PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES ". 5. LOADS: H -20 TRUCK WHEEL WITH 30% IMPACT PER AASHTO. 6_ FILL WITH CLEAN WATER PRIOR TO START UP OF SYSTEM, 7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES. 8. ONLY GRAY WATER, EXCEPT DISHWASHERS. BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER. REVISION #1: 08.03 APPROVAL: B. SHELTON GREASE INTERCEPTOR SINGLE VAULT WITH DOUBLE BAFFLE 1 LAST REVISION: 08.04 8' MK TO 25' MAX 1 NOTES: 1, MAX. PIPE DIAMETER MAY BE LIMITED BY PIPE CONFIGURATION OR AS DETERMINED BY ENGINEER. 2. RUBBER GASKET AND GROUT AT ALL JOINTS_ 3. GROUT ALL LIFTING EYE HOLES. 4. SEE SS -08 FOR ACCESS AND CHANNELIZATION. 5. SEE SS-13 FOR STEP DETAIL. B. INSTALL PER CHAPTER 8 OF THESE STANDARDS. * APPLIES TO 24" OR SMAI i FR DIAMETER PIPES. 8" MIN. AT CL. 4" MIN.- MANHOLE RING AND COVER :CHANNELIZATION 12" MAX` REVISION #1: APPROVAL: 08.03 INECISCMi B. SHELTON MANHOLE 4 "Min. 1" CORE-3 HOLES LOCKING PLAN COVER 1 2 -1f2" 26-1/2 SECTION A -A CAST IRON LOCKING COVER MINIMUM WEIGHT 150 LBS NOTES: INTEGRAL NON -SKID PATTERN TO BE CAST ON TOP OF COVER. PLAN FRAME 1" 27 -314" 26.1/2" SECTION B -B CAST IRON FRAME MINIMUM WEIGHT 210 LBS 1. FRAME TO BE GROUTED 2. OFC MH30 D/T, IFCO 825 OR APPROVED EQUAL 3. LOCK COVER WITH THREE 112" BOLTS- AND PROVIDE A PICK HOLE. 4, COVER SHALL HAVE THE WORD "SEWER" IN 2" RAISED LETTERS WHEN USED IN CONNECTION WITH SANITARY SEWER INSTALLATIONS. MANHOLE 8 WEBS, THICK 4 SEC. 26, T. 23 N., R. 4 E., W. NOT TO SCALE ° �~ City of 1 24" FRAME WITH COVER REVISION Iti: SHEET: SS -'1'I i Tukwila APPROVAL: B. SHELTON I I I I I 1 I 1 I�= C i i yof Tukwila REVISION #1: 08.03 APPROVAL: B. SHELTON CLEAN -OUT -1 /8" RAISE -112" WIDE BORDER 8 -314" 1 -114 7 -3,4" PLAN VIEW ELEVATION CAST IRON RING AND COVER LABELED CO. 2-718" 4" 12" DIA. FIBRE JOINT PACKING 45 BEND FINISH GRADE 1 4 3/4" NOT TO SCALE MATERIAL LISTING: 1. 3/4" SHACKLE RODS WITH STAR BOLTS AND ASPHALT EMULSION COATING. 2. 4" MIN_ DI CLASS 52 PIPE. 3. PRECAST CONCRETE VAULT WITH HINGED STEEL PLATE COVER, DIMENSION TO VARY WITH. SIZE OF ASSEMBLY. 4. O.S.H.A. APPROVED LADDER IF OVER 30" DEEP_ 5. PIPE SUPPORT STAND UNDER EACH CHECK VALVE. 6_ COPPER OR BRONZE BYPASS WITH AN APPROVED DCVA AND 314" WATER METER, 7. APPROVED DCVA IN MAIN LINE WITH TWO RESILIENT SEATED SHUTOFF VALVES AND TEST COCKS. 8. 10 ", 8 " , 6 OR 4" COUPLING ADAPTER, FL. 9. 10", 8 ", 6" OR 4" FL*PE D.I. CLASS 52 PIPE LENGTH TO FIT. 10. GROUT INTERIOR AND EXTERIOR ALL AROUND PIPE USING NON- SHRINK GROUT. 11. 10 ", 8 ", 6" OR 4" GATE VALVE FL *M.1 WITH. POST INDICATOR VALVE. 12. FLANGE TEE ASSEMBLY SIZED ACCORDINGLY. 13. FLANGED 90° BEND. 14. 4 " OR 6" D_I. CLASS 52 PIPE FL *FL_ 15. 4" OR 6" 90° BEND FL. 16. 4" OR 6" D.I. CLASS 52 PIPE, FL*FL. 17. 6" 90° BEND, FL. 18. UL LISTED 5" STORTZ CONNECTION WITH 30° OR 45° ELBOW. 19. 6" D.I. CLASS 52 PIPE LENGTH AS REQUIRED FLANGE * THREADED P.E. 20. 6" 90° BEND FL_ 21. SWING TYPE GRAVITY OPERATED CHECK VALVE. WITH BALL DRIP VALVE TO BE INSTALLED HORIZONTALLY. DETECTOR. DOUBLE CHECK AND VAULT ASSEMBLY GENERAL NOTES: 1_ BACKFLOW PREVENTORS SHALL BE APPROVED BY DEPARTMENT OF HEALTH. 2. SIZE VAULT BASED ON SIZE OF APPARATUS AND MEETING MINIMUM CLEARANCES. 3_ A SEPARATE DETAIL PLAN FOR VAULT INSTALLATION AND SPRINKLER LINE MUST BE SUBMITTED AND APPROVED BY THE FIRE MARSHALL PRIOR TO INSTALLATION. 4. MINIMUM APPARATUS SIZE SHALL BE 4 ": 5. VAULT SHALL BE SEALED TO PREVENT WATER LEAKAGE 6. LADDERS SHALL BE REQUIRED WHEN DEPTH FROM TOP OF LID TO FLOOR OF VAULT EXCEEDS 30 ". INSTALLATION OF ALL LADDERS SHALL BE IN COMPLIANCE TO O.S.H.A. 7. LOCATE VAULT IN PLANTING AREA AND NOT IN PAVING AREA, UNLESS APPROVED BY THE ENGINEER. 8. FITTINGS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS OF ANSI /AWWA C1101A21.10 AND CEMENT LINED (SEE APWA & AWWA). 9. PIPE SHALL BE DUCTILE IRON MEETING ANSI A21.51, CL52.& CEMENT LINED. 10. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES AT THE TIME OF INSTALLATION. AFTER COMPLE I E INSTALLATION INSTALL PERMANENT PIPE. SUPPORT STAND. 11. PROVIDE BALL DRIP VALVES ON. F.D.C. CHECK VALVE ASSEMBLY OR AT BOTTOM OF F.D.C. RISER 12. FIRE DEPARTMENT CONNECTION TO BE PROVIDED WITH ONE (1) 5" STORTZ CONNECTIONS AND TWO 30° OR 45° ELBOWS. 13. ALL UNDERGROUND PIPING TO BE INSPECTED, FLUSHED, AND PRESSURE TESTED IN THE PRESENCE OF AN INSPECTOR PRIOR TO COVER AND CONNECTION TO THE OVERHEAD SYSTEM. 14. UPON INSTALLATION, BACKFLOW PREVENTION ASSEMBLIES ARE TO BE TESTED BY A CERTIFIED TESTER AND ALL TEST -COCKS ARE TO BE PLUGGED ALTER THE TEST. THEREAFTER, ANNUAL TESTS SHALL BE PERFORMED AT OWNERS EXPENSE, AND. COPIES OF TEST RESULTS SHALL BE PROVIDED. 15.. CONCRETE VAULT SHALL HAVE ONE 4' X 4' OR TWO 3' X 3' STEEL HINGED DOORS. 16, BACKFLOW PREVENTION VALVES AND POST OR WALL INDICATING VALVES SHALL BE PROVIDED WITH UL CENTRAL STATION TAMPER. SUPERVISION. city of Tukwila CROSS CONNECTION CONTROL DETECTOR DOUBLE CHECK VALVE AND VAULT SHEET: WS -15 2 OF 2 REVISION #1: 08.03 L LAST REVISION: 08.04 B. SHELTON APPROVAL: NOT TO SCALE City of Tu kwila APPROVAL: FIRE HYDRANT ASSEMBLY AND SETTING B. SHELTON WS -13 LAST REVISION: 08.04 fit: .�.#de MATCH MAIN DEPTH MECHANICAL JOINT PROVIDE THRUST BLOCK 5 STORTZ CONCRETE BLOCKING DIM_ 1'XVX3' UNDISTURBED SOIL MIN.1 YARD DRAIN ROCK NOTES: 1. REFER TO CHAPTER 7 OF THESE STANDARDS_ SIDEWALK 8" DIA_ DUCTILE IRON PIPE 2. HYDRANTS EQUAL TO MUELLER 4 A- 423 OR CLOW MEDALLION #F 2545, M & H 929. CURB AND GUTTER [-FINISHED PAVEMENT 2-3/4" ASPHALT COATED STEEL SHACKLE RODS FLANGE JOINT - SEE VALVE BOX DETAIL (WS-06) SEE WS -12A AND WS-12B S' RESILIANT WEDGE GATE'VALVE CAST IRON TEE (CEMENT LINED) - MJXMJXFL UNDISTURBED SOL 3. HYDRANTS SHALL BE EQUIPPED WITH TWO 2-112° N.S.T. HOSE PORTS AND ONE 5" STORTZ PUMPER DISCHARGE PORT AND SHALL HAVE A 1 -114" PENTAGON OPEN LIFT OPERATING NUT. HYDRANTS SHALL HAVE A 6" M.J. BOTTOM CONNECTION AND 5 -1/4" MAN! VALVE OPENING, AND SHALL HAVE 18" ABOVE GRADE LEVEL TO THE CENTER OF THE PUMPER DISCHARGE PORT. 4_ HYDRANTS SHALL CONFORM TO A.W.W.A_ SPECIFICATIONS C 502 -54; SHALL BE COMPRESSION TYPE AND SHALL HAVE A TWO PIECE BREAKING FLANGE WITH BREAKING THIMBLE AT THE GROUND LINE OR STEM; SHALL HAVE A SELF - OILING DRY BONNET WITH FACTORY RI I ED RESERVOIR HOLDING APPROXIMATELY 8 OUNCES OF OIL. OIL RESERVOIR SHALL BE SO DESIGNED AS TO GIVE A COMPLETE LUBRICATION OF STEMS EACH TIME THE HYDRANT IS OPERATED. THE UPPER STEM SHALL HAVE A BRASS SLEEVE. 5. SHACKLE RODS SHALL BE ASPHALT - COATED STEEL OR CORTEN STEEL. 6. GREEN BONNETS SHALL BE FARWEST FOREST GREEN (#3523). 7. PRIVATE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF RUSTOLEUM #659 YELLOWGLOSS OR FARWEST CASE YELLOW (# X- 3472). 8. WHERE NO CURS AND GUTTER IS INSTALLED, FIRE HYDRANT SHALL BE LOCATED CLOSE. TO THE PROPERTY LINE AND INSIDE THE RIGHT OF WAY OR EASEMENT. INSTALL BOLLARD GUARD POST PER WS-14. 9: HYDRANTS INSTALLED, RELOCATED OR OTHERWISE WORKED UPON AS A RESULT OF A PROJECT SHALL BE. FRESHLY PAINTED. 10. HYDRANT SHALL NOT BE CLOSER THAN 4' TO ANY FIXED OBJECT, WITH THE EXCEPTION? OF HYDRANT GUARD POSTS, PER TMG 14.24.03. NOT TO SCALE 12" MIN. 4 " MIN. 6" MIN. 112" MIN. COMPACTED FOUNDATION GRAVEL UNDER VAULT d I�ff; 9J 9 p er' ,� I CODE COMPLxANC: APPROVE JUL 2 0 2001 City Of Tukwila N SIN D (tSI PLAN VIEW SHEET: 38" 48" APPROVAL: END VIEW REVISION #1: 08.03 WITHIN 5O' OF HYDRANT NOTES: DETECTOR DOUBLE CHECK VALVE & VAULT B. SHELTON 12" MIN. `"ECEIVED CITY OFTOKMA MAY 212007 r� ),Eciµ`ea F (.t � ER 5 - NOT TO SCALE NOTE TO ?COIL'S: "YOU WILL BE DEEMED TO HAVE APPROVED THE ENCLOSED PLANS AND SPECIFICATIONS IF NO WRITTEN OBJECTION THERETO IS MADE WITHIN TEN (1O) DAYS AFTER YOUR RECEIPT OF SAME." J LLJ LLJ LlJ LLJ stole drawn by w 0 w cc w checked by JDD job no. 95245.08 C12 of 14 U :1LDD195254- 081dwg1XE- COV_dwg, 012- WTR- SS -DTL, 05/1512007 02:39:08 PM, 1:1 rn r` rD in I d I r7 0 sheet s z k3 dote cn 0 z 0 0) s w cc 0 8/23/06 LAYERSTATE: C14— C15 —GRD f S ' XCTY warm_ WATER-W- ' gOolsszt Pub MOW It, .. ,. • • 25 ENLARGED GRADING PLAN — NORTH BUILDING SOUTHCENTER SQUARE SOUTHCENTER PKWY. 8c MINKLER BLVD. 25 WASHINGTON BRH 25 -25 " BUSH, ROED & HITCHINGS, H NGS, I NCa ge CIVIL ENGINEERS 64 LAND SURVEYORS 2009 MINOR AVE. EAST (206) 323 -4144 SEATTLE, Washington 1 -800- 935 -0508 98102 -3513 FAX# (206) 323 -7135 E — MAIL: I FO©BRHINC.COM —i— N - 25 a...ek„R..w+: ._ NO 10 9 7 6 CONSTRUCTION SET OWNER REQUESTED REVISIONS w�c PUBLIC WORKS REVIEW RESPONSES PUBLIC WORKS REVIEW RESPONSES I I I I U) REVISION CL INTERSECTION ti STA 50+00 NOR itSTA 45+95.38 S n CONC.SD F:1 ERAL TO NCR1I :4 LATERAL TO NIOR11-i s 5 C7 f Ft C— LATE AL TO NORTH > 9 "L7 0 V}scm $ ,7) 0 D 4I- U U 5/16 /07 3/23/07 1/22/07 01 /17/07 DATE 95254.08 C15 #23.5© 24.28 24.28 21.1d 24.35 25.45 FFIC 24.35 'UNI, 22.00 Tali 21.6o 22 � !ill i ` 22.36 PROPOSED BUILDING Si FF =25.5 24.90 1KLER B 0 I 0 0 0 - c RIM X 19.09 _ !E 120 C(S�') i f.4 VD 0 C RM=. 72 iE 1000N (Vs) =.5.3 b i2CONC; S) =15.3 21.70 21:00 20.8() 22.1 t# 22.36 UTHCEN ER PKWY 22.33 22.00 21.74 21.12 121.39 w I- LU >- L1 :\LDD195254- 081dwg\XE- GRD.dwg, C14 -GRD, 05115/2007 02:28:19 PM, 1:1 T U: \LDD \95254 -08 \DWG\ E- GRD.dwg 11 +00 !a° 12 +00 � MINKLER BOULEVARD i f S.W. 1/4 SEC. 26, TWP. 23 N. RGE 4 E., W.M. 14400 15 +00 o�....�� it 20 16+00 0 �'....; IMMO 0 i 1 41: N 10 GRAPHIC SCALE U, N 5.10 20 2 25 IN F ) 1 inch = 20 ft_ -1_102 ;-5:17-WanomTiFit 40 D(TI 80 R 6E. OAN CE. APPRO 'U._ 2 Q 20 Call 2 Working Days Before You Dig 1- 800- 424 -5555 Mies Underground Location Center fm,MT,ND,oRWA) RECEIVED CITY OF TU' P!!LA MAY 21 2001 PP WIT CENTER z a J_ co F- 0 U) z J 0 drawn by JAL /JHH Lil a a co u3 0) cri 0- 0 c> 4= U = LL1 J 00 co 0- 0 O. (3 Z T-o� roc I I I W 0 > cOao@ c: 0 m ± Cr) '.- z x- 0 0 < Q w E J Cki I— ® < O 0 W ¢ s IX 6 0 aJ Z) N U 0 p M ENO CO n checked by JDD n o Co 0 w a s re job no. 95254.08 sheet Cl 4 of 1 4