HomeMy WebLinkAboutPermit D10-117 - WESTFIELD SOUTHCENTER MALL - GAS METER ALCOVEWESTFIELD MALL
GAS METER ALCOVE
2800 SOUTHCENTER MALL
D10 -117
City 61PTukwila
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
DEVELOPMENT PERMIT
Parcel No.: 9202470010
Address: 2800 SOUTHCENTER MALL TUKW
Suite No:
Permit Number: D10 -117
Issue Date: 06/25/2010
Permit Expires On: 12/22/2010
Tenant:
Name: WESTFIELD MALL - GAS METER ALCOVE
Address: 2800 SOUTHCENTER MALL , TUKWILA WA
Owner:
Name: WESTFIELD PROPERTY TAX DEPT
Address: PO BOX 130940 , CARLSBAD CA 92013
Phone:
Contact Person:
Name: WAYNE JOHNSON
Address: 4000 DELRIDGE WY SW , SEATTLE WA 98106
Phone: 206 624 -2777
Contractor:
Name: B N BUILDERS INC
Address: 2601 4 AV STE 350 , SEATTLE WA 98121
Phone: 206 382 -3443
Contractor License No: BNBUII *990K3 Expiration Date: 09/12/2011
DESCRIPTION OF WORK:
CONSTRUCTION OF AN EIGHT FOOT HIGH MANSONRY WALL AROUND FUTURE TENANT GAS METERS.
Value of Construction: $50,000.00 Fees Collected: $1,583.80
Type of Fire Protection: International Building Code Edition: 2006
Type of Construction: IIB Occupancy per IBC: 0019
* *continued on next page **
doc: IBC -7/07
D10 -117 Printed: 06 -25 -2010
City o? Tukwila
O� r.
De P artment of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Inspection Request Line: 206 - 431 -2451
Web site: http: //www.ci.tukwila.wa.us
•
Permit Number: D10-117
Issue Date: 06/25/2010
Permit Expires On: 12/22/2010
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant:
Flood Control Zone:
Hauling:
Land Altering:
Landscape Irrigation:
Moving Oversize Load:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter:
N
N
N
Number: 0 Size (Inches): 0
Start Time:
Volumes: Cut 0 c.y.
End Time:
Fill 0 c.y.
Start Time: End Time:
Private: Public:
Profit: N Non - Profit: N
Private: Public:
Permit Center Authorized Signature: \� �j� �'l� Date:
6(4742
I hereby certify that I have read and e ed this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied hether specified herein or not.
The granting of this permit does notprre to give authority to violate or cancel the provisions of any other state or local laws regulating
construction or the performance of work. authorized to sign and obtain this development permit.
\
Signature: `l `" 111111111P Date: ' 25. j 0
Print Name: MAO- - A 1 L—t--t A t'1/3
This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended
or abandoned for a period of 180 days from the last inspection.
doc: IBC -7/07
D10 -117 Printed: 06 -25 -2010
•
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.: 9202470010
Address:
Suite No:
Tenant:
PERMIT CONDITIONS
2800 SOUTHCENTER MALL TUKW
WESTFIELD MALL - GAS METER ALCOVE
Permit Number:
Status:
Applied Date:
Issue Date:
D10 -117
ISSUED
05/05/2010
06/25/2010
1: ** *BUILDING DEPARTMENT CONDITIONS * **
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
4: 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.
5: The special inspection of bolts to be installed in concrete prior to and during placement of concrete.
6: When special inspection is required, either the owner or the registered design professional in responsible charge,
shall employ a special inspection agency and notify the Building Official of the appointment prior to the first
building inspection. The special inspector shall furnish inspection reports to the Building Official m a timely manner.
7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections
shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special
inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection
approval.
8: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any
requirements for special inspection.
10: Masonry construction shall be special inspected.
11: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary
sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other
excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of
this requirement.
12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila
Permit Center.
13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206- 431 - 3670).
14: 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
doc: Cond -10/06
D10 -117 Printed: 06 -25 -2010
•
wqs 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: hltp: / /www.ci.tukwila.wa.us
Building Official from requiring the correction of errors in the construction documents and other data.
15: ** *FIRE DEPARTMENT CONDITIONS * **
16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
17: The total number of fire extinguishers required for an extra hazard occupancy with Class A fire hazards is calculated
at one extinguisher for each 1,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (4A 40 B:C) dry
chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1)
18: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or
brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation
instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so
that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross
weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the
floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4
inches (102 nun). (IFC 906.7 and IFC 906.9)
19: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot
be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6)
20: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available
for use. These locations shall be along normal paths of travel, unless the fire code official determines that the
hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5)
21: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that
indicates the month and year that the inspection was performed and shall identify the company or person performing the
service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge
procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the
inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these
required surveys. (NFPA 10, 4 -3, 4 -4)
22: Extend sprinkler protection to soffit above future gas meters and enclosure.
23: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and
approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler
systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk
Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to
the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050)
24: The Tukwila Fire Department has changed keybox manufacturers, from Supra to Knox. Install a fire department Knox
keybox. Contact the Tukwila Fire Prevention Office at 206 - 575 -4407 for ordering information. (INSTALL A KEYBOX AT THE
ALCOVE GATE FOR FIRE DEPT. ACCESS.)
25: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and
#2051)
26: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
28: ** *PLANNING DIVISION CONDITIONS * **
doc: Cond -10/06
D10 -117 Printed: 06 -25 -2010
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
29: Irrigate at island.
30: Trees shall be a minimum 2 1/2" caliper.
31: Island shall include shrubs and groundcover.
* *continued on next page **
doc: Cond -10/06
D10 -117 Printed: 06 -25 -2010
• 1
City of Tukwila
Department of Community Development
O 1 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:
M A V L\ 1 t—t--1 A
Date: • ZS . 10
doc: Cond -10/06
D10 -117 Printed: 06 -25 -2010
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http: /www. ci. tuktitdln. wa. xs
Building Permit No.
Mechanical Permit No.
Plumbing/Gas Permit No.
Public Works Permit No.
Project No.
(For office use only)
A '1
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
* *Please Print **
SITE LOCATION
Get
King Co Assessor's Tax No.: 2(02 - a LI no I 0
Site Address: 2$oO Se> LAll•-te-eKat--
Tenant Name: W ES Tai Ll�
Property Owners Name: IAA S l l iC-'C T --
Suite Number: 0/A- Floor: 1
New Tenant: ❑ Yes 'kr.. No
Mailing Address: 2-S00 5•01X1f1'C -S- rtY-
City
1,11(1s-- 931 e
State Zip
CONTACT PERSON - who do we contact when your permit is ready to be issued
Name: Whtr7t.JE ..So1-1-1
Mailing Address: 1c" i s /e "tL66 Ste/
E -Mail Address: l4PcY --l& 0- St 1 4 - .42>rt9
Day Telephone: 20 & • 62-'! • 2-f27
S }'f%LLs /.c/A- 93 /o
City State Zip
Fax Number: 20 (> • 6 2.41. 2-`/ 73
GENERAL CONTRACTOR INFORMATION -
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Company Name:
. L cif' T��zhn t r-1 tL� .4'r -71•11S
Mailing Address:
City
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
Contractor Registration Number: Expiration Date:
State
Zip
ARCHITECT OF RECORD - Alt' plans must be wet stamped by A
chitect of Reco
Company Name: S .1Y1 • ��-1 I -Pi' /.44- 1TT$•-'TT3
Mailing Address: Li 000 I €L P-t t)(, E 144 1.A..1 -Q1'a Spk'TTLE" i4A— 1 $ /t Ch
City State Zip
Contact Person: k ki-C - ..Sari' Day Telephone: 2 > • 61-41. 2»7
E -Mail Address: ItiiFE Yj 4f Q sivi S7'7-ntt • Fax Fax Number: 24)6 ' 62-41- 27 3
ENGINEER OF RECORD - Ali plans must be wet stamped by Engineer of Record
Company Name:
Mailing Address:
/9sM Get )
*ewe) 22-ex-) S/ )(rile AYe X60/
S FA7i"L1. !- ko-- lee /z/
Contact Person: Pf//sJ/ V//v/A A"L-4
E -Mail Address: Ma/Li/ -"/e_1 , wrs-,
QA Applications On Line \3 -2006 - Permit Application doc
Revised: 9 -3006
hh
City
State Zip
Day Telephone: 2,==. 6 • do 22 • 17'SD
Fax Number: 2v6 • 62-2- • 0 5/22-
Page 1 of
BUILDING PERMIT INFORMATION - 206- 431 -3670
Valuation of Project (contractor's bid price): $ SOS Oo v
Existing Building Valuation: $
Scope of Work (please provide detailed information):
/t/A--(6— / a�vi��j �u ��
MSS ,
Will there be new rack storage? ❑ Ycs
No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following: ,CV
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ Yes No If "yes ", explain:
FIRE PROTECTION /HAZARDOUS MATERIALS:
❑ Sprinklers ..... Automatic Fire Alarm
None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No
/f "yes'. attach list of materials and storage locations on a separate 8 -1 /2 "x 11 " paper including quantifies and Material Safety Dam Sheets.
SEPTIC SYSTEM
❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Q- Applications \Forms - Applications On Line A3- 2006 - Permit Application.doc
Revised. 9 -2006
nn
t'age 2 o(' 6
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
113C
1s` Floor
/
/11(
7
/7-4'
1v7
rd Floor
27/68&
7/
/
.17-,a
M
3ra Floor
' D
■
_
Iv ,
,'-7
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following: ,CV
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ Yes No If "yes ", explain:
FIRE PROTECTION /HAZARDOUS MATERIALS:
❑ Sprinklers ..... Automatic Fire Alarm
None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No
/f "yes'. attach list of materials and storage locations on a separate 8 -1 /2 "x 11 " paper including quantifies and Material Safety Dam Sheets.
SEPTIC SYSTEM
❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Q- Applications \Forms - Applications On Line A3- 2006 - Permit Application.doc
Revised. 9 -2006
nn
t'age 2 o(' 6
PERMIT APPLICATION NOTES — Applicable to all permits in this application
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
Building and Mechanical Permit
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
Plumbing Pennit
The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall he requested
in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition).
I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER OR AUTHORIZED AGF.AIT:
Signature:
Print Name:
G�1�F )'t/br J6147- 4Sow//
Date: ..5—
Day Telephone: 2-06 ' 62y• 27?
Mailing Address: yDdd ,d1;2/e /,6(v6r- `.d' S`..>!' - 5m–/7Z 4/A-
City State
9,t/v6
Zip
Date Application Accepted:
Date Application Expires:
Staff Initials:
Q:A Applications \Forms-Applications On LineA3 -2006 - Permit Application doc
Revised. 9 -2006
bh
Page 6 of 6
Parcel No.:
Address:
Suite No:
Applicant:
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
RECEIPT
9202470010
2800 SOUTHCENTER MALL TUKW
WESTFIELD MALL - GAS METER ALCOVE
Permit Number:
Status:
Applied Date:
Issue Date:
D10 -117
ISSUED
05/05/2010
06/25/2010
Receipt No.: R10 -01432
Initials:
User ID:
JEM
1165
Payment Amount: $63.00
Payment Date: 07/28/2010 12:19 PM
Balance: $0.00
Payee:
BNBUILDERS, INC.
TRANSACTION LIST:
Type Method
Descriptio Amount
Payment Check
Authorization No.
52260 63.00
ACCOUNT ITEM LIST:
Description Account Code
Current Pmts
PLAN CHECK - NONRES 000.345.830
Total: $63.00
63.00
PAYMENT
RECEIVED
doc: Receipt-06
Printed: 07 -28 -2010
City of Tukwila
sy
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
RECEIPT
Parcel No.: 9202470010 Permit Number: D10-117
Address: 2800 SOUTHCENTER MALL TUKW Status: APPROVED
Suite No: Applied Date: 05/05/2010
Applicant: WESTFIELD MALL - GAS METER ALCOVE Issue Date:
Receipt No.: R10 -01158
Payment Amount: $961.65
Initials: JEM Payment Date: 06/25/2010 09:50 AM
User ID: 1165 Balance: $0.00
Payee: BNBUILDERS, INC.
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 51659 961.65
Authorization No.
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
BUILDING - NONRES
STATE BUILDING SURCHARGE
000.322.100 957.15
640.237.114 4.50
Total: $961.65
PAYMENT
RECEIVED
doc: Receiot -06 Printed: 06 -25 -2010
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
RECEIPT
ParcelNo.: 9202470010 Permit Number: D10 -117
Address: 2800 SOUTHCENTER MALL TUKW Status: PENDING
Suite No: Applied Date: 05/05/2010
Applicant: WESTFIELD MALL Issue Date:
Receipt No.: R10 -00773
Payment Amount: $622.15
Initials: JEM Payment Date: 05/05/2010 11:07 AM
User ID: 1165 Balance: $961.65
Payee: S.M. STEMPER ARCHITECTS
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 15332 622.15
Authorization No.
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
PLAN CHECK - NONRES
000.345.830 622.15
Total: $622.15
PAY MENT
RECEIVED
doc: Receiot -06 Printed: 05 -05 -2010
AtSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION.'
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-36470
Permit Inspection Request Line (206) 431 -2451•
1.6/6 '` // 7
Project:
.57,P2,4/3 MA 11
Type of Inspection:
' m/4G
Address:
Date Called:
X-&-r`,095#/.4
Special Instructions:
;4'f-4I4(
,:;-44
Date Wanted:
' /'r
Requester:
Phone No:
pproved per applicable codes. Corrections required prior to approval.
COMMENTS:
X-&-r`,095#/.4
71/....1"
(26;21'W/4 Al.- il•-•/4/04,/
/
•
N
r--• l
�•
,
SPECTION.FEE•REQUIR D. Prior t• next inspection: feemust be
Id at 6300 Soutl center Blvd Suite 10 i . Call to.schedule reinspection.
INSPECTION NO.
. CITY OF TUKWILA BUILDING DI
6300 Southcenter Blvd., #100, Tukwila. WA 98188
INSPECTION RECORD
Retain a copy with permit
Did -1111
Permit Inspection Request Line (206) 431 -2451
orPER ' 17,140.
(206) 431 -3670
Projeyc i 62 s
,
Type o Inspection:
A
Address:
Date Called:
{
Specia nstructions:
°t
Ai titRequester.
Date Wanted:
1 '
—`
Phone OGY- 3S l !
416 J.
Approved per applicable codes. - orrections. required prior to approval.
COMMENTS:
`-
3 Sa.Vef brii ,1/iWsin aY dead, h
f"1\41
5 a 1 cW A/dor' -ft, e.
{
. e...-1,--3
f
i
"—I REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter-Blvd.. Suite 100. Call to schedule reinspection:
""'"ire-P100.." - .. ,,..•vr•-•--• ,e Amt ......,t..,
•
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
D(0 -111
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
PERMIT NO.,
(206)431 -3670
Project
We' e JUM (
Type of Insp ctiorL
. -}-..� �� ( A
Address:
2' d v s e A't)4-( I
Date Called:
Special Instructions: q t
G /Meter Ate -,,,/�
,--,
Date Wanted: / G J a.m_
Co -2-Er .('3 p.m.
Requester:
Phone No:
��— 5 - -33S3
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
=k.spotA L
h` i
r
nspe
liAAAAs
Date:
—2' —/0
$6.00 REINSPECTION "EE REQUIRED. Prior to inspection, fee must be
p. id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Rec-Ipt No.: 'Date:
L. •
Yi�+rdc4+�.i� "v .se``.�K4 rF : .:{li�dswu:i�frc8 ..ciihLF4i _ .+rxan =vkf:
a
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
/0 S_ -/4..
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, TukwiIa, Wa. 98188 _ - 206- 575 -4407
Project: t, ,..ess 'd1oG rI cia I
Type of Inspection:
.Sdr,'R Jd 1v 4.. 1/4";"J -
Address: 21020 .5c 141404
Suite #:
Contact Person:
Special Instructions:
Phone No.: /p
(i� �" 'lei - 7 G4i I
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
.5 ;r h er... 4.; j.t�:�,� J z.,:
it,) 1r o,sra 1 OLy lea€21 ifr• 5144 Aitrre
Needs Shift
PAIS 3
Sprinklers:
Fire Alarm:
Hrs.:
Hood & Duct:
Monitor:
„,-.
Pre -Fire: .
Permits:
Occupancy Type:
Inspector:
PAIS 3
I Date: /o I2.fl0
Hrs.:
/
•
$80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
he City of Tukwila Finance Department. Call to schedule's. reinspection.
Word /Inspection Record Form.Doc 1/13/06
T.F.D. Form F.P. 113
Krazan & Associates, Inc.
922 Valley Avenue NW, Suite 101, Puyallup, WA 98371 (253) 939 -2500
Project No. 066 -10136
Weather Sunny
Project WFSC- Gas Alcove
Location Southcenter Mall
Client
Cyl. Code 1729 Pour Date 7/14/2010
Jurisdiction City of Tukwila
RECEIVED
'AUG 252010t
COMMUNITY
MCI4T
UCVLLv
Report No. 7989
Permit No. D10 -117
Engineer
Architect
Contractor BN Builders
Field Data
Supplier Stoneway
Time Truck# Ticket #
6:30 456 228636
MORTAR/GROUT REPORT
Plant No. 11 Site Mix
Flow or
Slump
% Air (in.)
Grout Box Used x
Number of units used to form specimens
Grout
Temp.
(F)
68
Air
Temp.
(F)
62
Initial
Max/Min
Temp.
(F)
Placement Area
Location 8" CMU WALL FROM 0' TO 8' SURROUNDING EXTERIOR
GAS METERS ON EAST SIDE OF MALL JUST NORTH OF
JC PENNY'S.
Remarks PLEASE REFER TO FIELD REPORT NO. 130003
Inspector R. BOSMA
Reported Batch Data
Design
Weights
Mix No. 7054
Cem. lbs. 1974
F. Ash lbs.
C. agg. lbs. 1 2683 2720
C. agg. lbs. 2
C. agg. lbs. 3
Sand lbs. 6208 6240
Water lbs. 792 790
Air Ent. (oz)
Other (oz)
Other (oz)
Other(oz)
Other (oz)
Water Added on Job (gals.) 8
Actual
Weights
7034
1960
Field Test Methods
X ASTM C143
X ASTM C1064
ASTM C31
ASTM C138
ASTM C173
Other
Laboratory Data
Cyl.
Code
1729 -1
1729 -2
1729 -3
1729 -4
Test
Date
7/21/2010
8/11/2010
8/11/2010
8/11/2010
Remarks
Results Reviewed B
Age
7
28
28
28
Mid Pt.
Width
(in)
3.29
3.36
3.36
3.26
3.34 3.36
3.33
3.33
Design Strength 2,000 @ 28 days
Cross
Out of Section Max. Comp.
Height Plumb Area Load Strength Tested Break
(in)
6.250
6.250
6.250
6.250
Date Specimens Rec'd. 7/16/2010
( %)
(sq.in) (lbs) (psi) Set # By Type
11.05 40150 3,630 1 MT N/A
10.95 57775 5,280 1 MT N/A
11.22 59605 5,310 1 MT N/A
11.09 58345 5,260 1 MT N/A
'5 /(
4: Sh ar
Date Reviewed
Codes for Break Types: / 1: Cone 2: Cone & Split 3: Cone & Shear
Measurement Uncertai 'es: ASTM C109= +1- 10.7, ASTM C1019= +1- 14.4%
Roan 04103
Revision 0
Effaces° Date 12/02/02
The intormafbn provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any fomiat without the written permission of the client and Krazan 8 Associates.
/v
Laboratory
Test Methods
ASTM C39
ASTM C109
X ASTM C617
X ASTM C1019
ASTM C1231
Test Results
X Conforming
Non - Conforming
5: Columnar (Split)
FCEIVEDFIELD REPORT NO: 132586
& Associates, Inc:`
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING AND INSPECTION
DATE: 7-2 -2o tc
PROJECT #: ULCQ "IGIS1U
PROJECT: /Ai 1 S Cf
LOCATION: e af /QLCc'rg
KRAZAN PROJECT MANAGER: eg�
AUG 18 2010'
COMMUNITY
DEVELOPMENT
CONTRACTOR: Bill QCL /e.46ns
JURISDICTION: .7Z,Itzydm km-,
PERMIT #: Vies - /17
INSPECTOR: clinelf" 4/4 -Al,d
WEATHER: &yZC4fv'
TEMP: 2v
w ° ' ' ie I 7-g ,9s a ./ ' r „ - 410/V7 f+'iL/ CJ�G
r' 7iV OMCJNe 6'72Zt t' /,0 CON ere- -74.6 77$S7Mfr'
aJ /•�f/ , //}C/lNmttSi7— O $�GPP:41-7 /0,v4
m 'r / I h rZ t4Pfixev' 2 00mAed. f cSilCC.iicAr iatU
4L/- pie/were-6 77g srge CN 6�44w Ai- £14S gNCGas(,ee
(e LCOvaJ DA/ r/f Ard9d77 O�.a/ k7 ,3eirLQ/ne6
�Z' f�0 �R i -'C -4 s Z, o
� P �
At-6/9/2 Oa/me 60 o4-r- /2'_"tcc S1441 004/46-Is ((.egk /o uJ/
1-1- wl4g7 ;,4 )
L5/ /2& 3A, 47 210 (9G EAo )c /E!, /In; A16/J7 /av6 %I/Ad EOee
Alv 0 " V /2ts ?A-e /17 /r oc e /Mb al-,erl1 of .v&"
eL ∎24A eta »eki&et , /f,A £Pc /crtr S2 19—ivo P,4410 /2 614eoe /C2
/ /vcf T/9/rZ,Z) O
(JON catre : /11 t r JAL' d G /tirvcl Jt/ Piet /rd S-0 y.1
/1 ' ' /L O 44 7,91,94:e eu //41.e Co .vca rDrWoirt,6r,o
tt/ a isc11-9/lst Mtn' fi '1 iliteRAi/ /cw //y retitabhztRria,
!Y/D L J e-L (SJ S/x8 ecte7 ,0,e ..C.S% Lie $iRt.t a 7W - 7 CYL,"#404VS
42 LI4186 Dirro'y Carer AI f� teee- J7/9,vct -'7 - s'7'•.,. 6
? a -TO CW,1 iz 0-Poterit. 34 3 ).#' veon D/7-AZ
Equipment/Asset Number(s):
To the best of my knowledge, the abov / WAS NOT performed in accordance with the ar.roved plans, specifications, and regulatory requirement:
Superintendent/Representative: Tech
c
This report Indicates our inspector's observation and testing results based on the site condition and contractor's activi T is information is subject to review prior o final submittal. By signing this report, c
inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use
the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc.
Offices Serving the Western United States
Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500
DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/22/200!
Krazan & Associates, Inc. 922 Valley Avenue NW, Suite 101, Puyallup, WA, 98371, (253) 939 -2500
Project No. 066 -10136
Weather Overcast
Project WFSC Gas Alcove
Location SouthCenter Mall
Client Westfield Corporation -South Center
Cyl. Code 1683 Pour Date
Jurisdiction Tukwilla, Wa.
Engineer
Architect
7/2/2010 Report No. 36346
Permit No. 010 -117
RECEIVED
'AUG 182010
Contractor BN Builders
cOMMUNIrr
Field Data
Concrete X
Supplier Miles
Other
CYLINDER REPORT
Plant No. 201
Time Truck# Ticket # % Air
10:00 18 239345
Slump
(in.)
4.8 5
Mix
Temp.
(F)
67
Site Mix
Air
Temp.
(F)
57
Unit
Wt.
(pcf)
Placement Area
Location GAS ENCLOSURE @ EAST SIDE OF MALL (NORTH OF JC
PENNY). 5CYDS TOTAL.
Remarks MIX DEPOSITED BY DISCHARGE CHUTE & H/F
MECHANICALLY CONSOLIDATED PER PLANS. REFER TO
FIELD REPORT #132586.
Inspector J.BLAND
Reported Batch Data
Mix No.
Cem. lbs.
F. Ash lbs.
C. agg. lbs. 1
C. agg. lbs. 2
C. agg. lbs. 3
Sand lbs.
Water lbs.
Air Ent. (oz)
Other (oz)
Other (oz)
Other (oz)
Other (oz)
Water Added on Job (gals.)
Design
Weights
0160a
564
Actual
Weights
0160a
2810
1860 9280
1260
275
5.6
6320
1089
28
18
Field Test Methods
x ASTM C143
x ASTM C1064
x ASTM C31
OTHER
ASTM C138
ASTM C173
ASTM C172
x ASTM C231
Laboratory Data
Cyl. Test
Code Date
1683 -1 7/9/2010
1683 -2 7/30/2010
1683 -3 7/30/2010
1683 -4 7/30/2010
1683 -5
1683 -6
1683 -7
1683 -7
Remarks
Results Reviewed By
Field
Cure
Codes for Break Types:
Design Strength 3,000 @ 28 days
Max.
Age Dim. Area C.F. Load
7 4.01 12.63 36045
28
28
28
H
Comp.
Str. (psi)
2,850
Date Specimens Rec'd. 7/3/2010
Tested Break
Set# By Type
1
1
1
1
1
Date Reviewed 7qj
DH 2
Laboratory
Test Methods
X ASTM C39
ASTM C109
ASTM C617
X ASTM C1231
ASTM C780
Other
Test Results
Conforming
Non - Conforming
1: Cone 2: Cone & Split 3: Cone & Shear 4. Shear 5: Columnar (Split)
Measurement Unce/tainties: ASTM C -39 +/- 8%
Forth 03101
Revision 3
Effective Date 5/17/00
The information provided on this report b prepared for the exclusive we of the client. This report may not be reproduced in any format without the mitten permission of the client and Krazan & Associates.
I.r2L.Z21ITl & Associates, Inc.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING AND INSPECTION
DATE: 7'/4/" /t7
PROJECT #: 064. ea/34.
PROJECT: Gt9A-se- — s w+e
LOCATION:
KRAZAN PROJECT MANAGER: ,&.6 J�3.
FIELD REPORT NO: 130003 O O O 3
peCE1�1�1D
AUG 18 2010'
C O N T RAMMEW., '
JURISDICTION: T�7�
PERMIT #: .0/49— //7
INSPECTOR: ,c• /30,4,1...«
WEATHER: .514-#1 "...I/ TEMP: 6.02°
C-.044 -a d.►e^ t/ /.4t + T �^ PI c 1s.-t/
g /c,c,e- owls/ -»- .0"x244
445-s P ®. C,
444>c .; 7etil
1,4W-5 / ced "1/4.4 ex.w J G 12 6 d ,4 ' , /OF -
A-L°.„:„, a s o•/ at./e S-u.,-d l LA el wwt rie1s t9,.� Qp.�� s- >/c w �.
J�s,t ci/ J'G,Qe4w•ys O. Cr J fi��n•,��.. -->!d/ ,-� o'— g_ c S�� � ei
-/ svp- .7a /1 e)P.,4,4-ow.ess'1e' .s `1''-4 74e 'e1 -
Equipment/Asset Number(s):
To the best of my knowledge, the abovt iXS L.'WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements
Superintendent/Representative: Technician:
�Z t27S3
This report indicates our inspector's observation and testing results based on the site condition and contractor's activities. This information is su.fect to re.r to final submittal. By signing this report, 01
inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use
the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc.
Offices Serving the Western United States
Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500
DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/22/2001
Krazan & Associates, Inc.
922 Valley Avenue NW, Suite 101, Puyallup, WA 98371 (253) 939 -2500
Protect No. 066 -10136
Weather Sunny
Protect WFSC- Gas Alcove
Location Southcenter Mall
Client
Cyl. Code 1729 Pour Date
Jurisdiction City of Tukwila
Engineer
Architect
7/14/2010 9
AUG 18 2010
Report No. 7989
17
contractor BN Builders COMMUNITY
DEVELOPMENT
Field Data
Supplier Stoneway
Time Truck# Ticket #
6:30 456 228636
MORTAR/GROUT REPORT
Plant No. 11
Flow or Grout
Slump Temp.
% Air (in.) (F)
10 68
Grout Box Used x
Number of units used to form specimens
Site Mix
Air
Temp.
(F)
62
Initial
Max/Min
Temp.
(F)
Placement Area
Location 8" CMU WALL FROM 0' TO 8' SURROUNDING EXTERIOR
GAS METERS ON EAST SIDE OF MALL JUST NORTH OF
JC PENNY'S.
Remarks PLEASE REFER TO FIELD REPORT NO. 130003
Inspector R. BOSMA
Reported Batch Data
Design
Weights
Mix No. 7054
Actual
Weights
7034
Cem. lbs. 1974 1960
F. Ash lbs.
C. agg. lbs. 1 2683 2720
C. agg. lbs. 2
C. agg. lbs. 3
Sand lbs. 6208 6240
Water lbs. 792 790
Air Ent. (oz)
Other (oz)
Other (oz)
Other (oz)
Other (oz)
Water Added on Job (gals.) 8
Field Test Methods
X ASTM C143
X ASTM C1064
ASTM C31
ASTM C138
ASTM C173
Other
Laboratory Data
Cyl. Test
Code Date Age
1729 -1 7/21/2010 7
1729 -2 8/11/2010 28
1729 -3 8/11/2010 28
1729 -4 8/11/2010 28
Remarks
Results Reviewed By
Mid Pt.
Width
(In)
3.29
3.36
Design Strength 2,000 @ 28 days
Cross
Out of Section Max.
Height Plumb Area Load
(in) ( %) (sq.ln) (lbs)
6.250 - 11.05 40150
Comp.
Strength
(psi)
3,630
Date Specimens Rec'd. 7/16/2010
Set #
1
1
1
1
Tested
By
MT
C / 19 4: hear
Date Reviewed
Codes for Break Type: 1: Cone 2: Cone & Split 3: Cone & Shear
Measurement Uncertainties: ASTM C109= +1- 10.7, ASTM C1019= +1- 14.4%
Form 04103
Revision 0
EffeaM Date 12/02/02
The information provided on this report b prepared for the exclusive use of the dived. This report may not be reproduced in any format without the written permbdebn of the client and Mean & Associates.
Break
Type
N/A
Laboratory
Test Methods
ASTM C39
ASTM C109
X ASTM C617
X ASTM C1019
ASTM C1231
Test Results
Conforming
Non - Conforming
5: Columnar (Split)
Krazan & Associates, Inc. 922 Valley Avenue NW, Suite 101, Puyallup, WA, 98371, (253) 939 -2500
• 'Project No. 066 -10136 Cyl. Code 1683 Pour Date 7/2/2010 Report No. 36346
Weather Overcast Jurisdiction Tukwilla, Wa. Permit No. 010 -117
Project WFSC Gas Alcove Engineer ,_
,R
•��C E3V E
Location SouthCenter Mall Architect
Client Westfield Corporation -South Center Contractor BN Builders AUG 1 8 20101
Field Data
Concrete X Other
Supplier Miles
CYLINDER REPORT
Plant No. 201
Site Mix
Mix Alr Unit
Slump Temp. Temp. Wt.
Time Truck# Ticket # % Air (in.) (F) (F) (pcf)
10:00 18 239345 4.8 5 67 57 -
Placement Area
Location GAS ENCLOSURE @ EAST SIDE OF MALL (NORTH OF JC
PENNY). 5CYDS TOTAL.
Remarks MIX DEPOSITED BY DISCHARGE CHUTE & H/F
MECHANICALLY CONSOLIDATED PER PLANS. REFER TO
FIELD REPORT #132586.
Inspector J.BLAND
.. UMMUNI 1 Y
Reported BatchLOPMENT
Design Actual
Weights Weights
Mix No. 0160a 0160a
Cem.lbs. 564 2810
F. Ash lbs.
C. agg. Ibs. 1 1860 9280
C. agg. lbs. 2
C. agg. lbs. 3 -
Sand lbs. 1260 6320
Water lbs. 275 1089
Air Ent. (oz) 5.6 28
Other (oz)
Other (oz)
Other (oz)
Other (oz)
Water Added on Job (gals.) 18
Field Test Methods
x ASTM C143 ASTM C138
x ASTM C1064 ASTM C173
x ASTM C31 ASTM C172
OTHER x ASTM C231
Laboratory Data
Design Strength 3,000 @ 28 days Date Specimens Rec'd. 7/3/2010
Cyl. Test Field Max. Comp. Tested Break
Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type
1683 -1 7/9/2010 7 4.01 12.63 36045 2,850 1 DH 2
1683 -2 7/30/2010 28 4.00 12.57 14850 3,810 1 MT 4
1683 -3 7/30/2010 28 4.00 12.57 49990 3,980 1 MT 2
1683 -4 7/30/2010 28 4.00 12.57 48695 3,870 1 MT 4
1683 -5 H 1
1683 -6
1683 -7
1683 -7
Remarks
Results Reviewed By
Codes for Break Types:
Date Reviewed 7 Iv
1: Cone 2: Cone & Split 3: Cone & Shear 4: he 5: Columnar (Split)
Laboratory
Test Methods
X ASTM C39
ASTM C109
ASTM C617
X ASTM C1231
ASTM C780
Other
Test Results
X Conforming
Non - Conforming
Measurement Uncer(ainties: ASTM C -39 +/- 8%
Form 03101
Revision 3
Effective Data 6112104
The information provided on this report Is prepared for the exclusive use of the client. This report may not be reproduced In any format without the written permisalon of the client and W azan d Associates.
r)
S ETERSON _JTREHLE 1 JARTINSON, INC.
CONSULTING ENGINEERS
STRUCTURAL CALCULATIONS &
SKETCHES
r}Ir
rnt►IEPP4 AOQtVInl SUb!er,i tQ f?!Tt`t'' . nfilieSIrMA
Gas Meter Alcove - Westfield Mall
Tukwila, WA
By
PSM Engineers
PSM Job # 10026
CITMSIA
MAY 0 5' 2010
PERMIT CENTER
REVIEWED FOR
CODE COMPLIANCE
APPMWED
JUN 17 2010
City of Tukwila
BUILDING Divisinwi
April 22, 2010
IEXPIRES
01/09/2011
2200 SIXTH AVENUE, SUITE 601
SEATTLE WASHINGTON 98121
PHONE 206 - 622 -4580
FAX 206 - 622 -0422
totM
E AST.
TENANT
DROP BOX
TO REMAIN
D I ST. EXTERIOR
WALL ASSEMBLY
TO ROIASN
■
CONCRETE
SLAB ON GRADE
£i1. 5 Ii
0 01
-' RE STRUCTURAL \
01
.l \
EXIST. SIDELLNL7
at MOLL WON BRICK
VENEER - SEE WALL TYPE
LANDSCAPE AREA -
PLANTS TO BE DETERIIED
BT OWNER
5' -0' CLEAR
TENANT GAS METERS
AND MUWFOLD
I:E RGET SAND ETERGT
EXIST. BIKE
RACK TO SE RELOCATED
TO EOM SIDE OF
WES1RELD ENTRY
EXISTING
GAS RISER
TO RB'1AIN
OUTLINE OF EXIST
LANDSCAPSNG
TO BE REVISED 0/TN
ALCOVE
H 1'-®'
OUTLNE CF SOFFIT ABOVE
FLOOR PLAN
1/2° = 1'-0'
fug
(2) #4 CONT HORIZ
AT TOP
Embed 3 t14u Cac111- 115
'47 RE Soo S•
#4 AT 12 "0C
2 -6
(2) #4 CONT HORIZ
AT 32 "0C
5VERT AT CL
AT 24 "0C, BEND
INTO FTG
2) #4 CONT
AT BASE
FIN GRADE
numor
•ime=gus law
4"
()a
#4 AT 18 "0C
EACH WAY
z
0
(3) #6 CONT
Q
SECTION
1/2" = 1' -0"
PSM
CONSULTING ENGINEERS
2200 SIXTH AVENUE, SUITE 601, SEATTLE, WASHINGTON 98121
OFFICE 206.622.4580 www.psm - engineers.com
JOB: Welt-6 da -'%an Pc( GWt
DATE: 412 24 t o BY: /MSS/
SUBJECT:
LAXAx12.1AxAsYeid
"1 C2-) # f2 - sGre,a‘ 8 deck
f r , t K : S - (T1 p e_e -s'. c.)
H SS 1.2-7* IcS /1 4 _.
roof ctt k
L4 x.4-x ►254 x Eh Y ,1 . W/
0:3 .tt 12 St ree..*An 3 deck:- ", .
{3� # t _ -.5c.re_wa • 'to - HSS . CTYp. es; -si
j roof !eck
Hiss 12_,‘A x3/ 6
H SS. (z.?(4 .\v . C) EooF. Deck. GDin i dx'n,
PSM
CONSULTING ENGINEERS
2200 SIXTH AVENUE, SUITE 601, SEATTLE, WASHINGTON 98121
OFFICE 206.622.4580 www.psm - engineers.com
JOB: UIE.S.-I-Wel 6-an P\tc.uve.
DATE: 4121-4113 BY: rv`SV
SUBJECT:
NSS LP, 4414. Pass Wu) CC-1. so - -fvaw,\Z
L >
4 x4xtz� a �t.glde.
(4) *IL sift e.t 40 tisu
(2_9 *t2 screws lo 5.11.1.4
' 1300s.zdo - 54
on .
eA s:de 1 iS.S p ^U 32 )
tttc10 +0 wall S-Svds wi
.._. .
19
) W4l
somas
Errr-k- ere
.H.SS 12x4_ . b .��� J Pi. Stu4 Groot e
Cantilever CMU wall
Sds =
1=
Fp =
ap =
Rp =
Fpb =
Fpt =
Wall wt, Wp =
Wall height, H =
fm' =
Moment Mp =
Moment Mpb =
Vp =
Vpb =
d=
As =
a=
Phi(Mn) =
Reinforcement
Spacing reqd
0.854
1
0.3416 0.4xSdsxl
1 per Table 13.5 -1
2.5
0.13664 at base
0.40992 at top
115 psf to/ 'lamer
8.5 ft above footing
1500 psi
1419.135 Ibft/ft
1324.526 I bft/ft
333.914 lb/ft
267.1312 lb/ft
due to Fp
due to Fpt and Fpb
3.83 in
0.087184 in2/ft
0.363266 in
1431.353 Ibft ok
#5 As =
3.56 ft
0.31
Footing
Mb =
Footing
b=
t=
Mb' =
Wall wt =
Ftg wt =
P=
RM =
e=
q soil =
993.3942 ASD moment at ftg top
3.5 ft
1.5 ft
1344.004 Ibft/ft
977.5 lb/ft
787.5 lb/ft
1059 lb /ft
1853.25
1.269125 ft
1468.158 psf
moment at ftg base
27.4988 psf
FS = 1.378902 ok
PSM
CONSULTING ENGINEERS
2200 SIXTH AVENUE, SUITE 601, SEATTLE, WASHINGTON 98121
OFFICE 206.622.4580 www.psm - engineers.com
JOB: We 1t
se d GeAn AtGWE-'
DATE: 4/22-( BY: MSV
SUBJECT:
Use - asst zx4Y 1j4.. ;7 E . erctnSC- ( S- 1)A41- P, -P .
Izb.4
- -L“e- Paist wt..0 .sod1 . b. s■l:rv,+- pt +- ti-SS.
5..h4 c ,s.me.se.d 6 oo. St 37 _ 3'S e e c 6 r_. ...
.t\AS x . S"prC-4" sp A.C- _2:-:(3 C.
12-
S.iz
M�4x a I"
Sr_ •a�LGB
5
U .Se_ CZ) l._4 ?fix 12 ek ..... COVNG
.S =. 0 • .12rt =.lY
C�e,IZ.S.t/YGwS
9 ST
Ve, = 1St"
74
vg-i.
aiu4
zosi
L4/
,Cam).. Ns s �,,d _.:cl'r - ok 61_ „Mpetkhe,....
1 rr��4
V
1Ir 244
4 x _ mix • _4%eaY ..�/
X
(CU
loo 1t- ea.
C.keck ,0411 . sue.
=4-bo . .
12
iM - S
7'c4 Y1
Sr 4 0.114 611
oOS137 -33 =a
s = o-s-n `1- t<
m-_ R = 173 C I T . ---ok
2 ,
per. tY Ott QNtalV S s
11irs Cmvvr,cc'ininn tMOS4-tAI ,ay s■eiuti✓ s1=-4L 1141 �..
0.d -b ltrab; )e.ck eYU 'Ail est
k4 ce L4,(4),‘ Z ,::trycyvv,A i°_.d - co ors by *12_
• •
S.M. STEMPER 8 ARCHITECTS
A P r o f e s s i o n a l L i m i t e d L i a b i l i t y C o m p a n y
June 30, 2010
City of Tukwila, Department of Community Development
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
RE: Westfield Mall Gas Meter Alcove
Project No. D10 -117 — Owner Revision #1
Attention: Moira Bradshaw
Per our discussion we are submitted the Civil and Landscape plans associated with the landscape islands
as requested. We are including the new sheets as follows:
Civil Cover Sheet, D -1.0, C -1.0, C -1.1, L -1, L -2, and L -3.
In addition to the new sheets we have also revised the architectural site plans sheet A0.0 to reflect the
revised shape of the islands. The shape of the islands were modified due to the parking requirement and
to avoid deleting any parking stall. Therefore the islands actually became larger and help identify the
drive line better than previously submitted.
Please accept this written clarification, regarding the revisions. Each of the revisions are clouded and
indicated on the drawings per City of Tukwila requirements. If you should have any further questions
please feel free to call.
Sincerely,
Wayne E. Johnson, AIA
S.M. Stemper Architects
Cc: Pat Burns, Westfield
Encl.: Revision Submittal Form
4000 DELRIDGE WAY SW . SUITE 200. SEATTLE, WA 98106 • 206/624 -2777. FAX 206/624 -2973
b •
S.M. STEMPER ■ ARCHITECTS
A Professional Limited Liability Company
June 14, 2010
City of Tukwila, Department of Community Development
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
RE: Westfield Mall Gas Meter Alcove
Project No. D10 -117
Attention: Moira Bradshaw
Listed below is the written response to the `Correction Letter #2' dated June 8, 2010 which we received
on June 11, 2010. In accordance to the memo we are submitting written clarifications below along with
modifications to the drawings to the `Planning Division Comments'. Listed below is a brief description
of your comments and our responses:
1. Item' #1 — Remove the 5 deciduous trees along with the curb edge extending north from the mall's
eastern entrance.
• Response — The 5 deciduous trees along the curb north of the mall's east entrance are shown to
be removed on sheet A0.0.
2. Item #2 — Create 10 landscape islands along the internal circular drive aisle
• Response — Sheet A0.0 shows the 10 landscape islands along with the new replacement trees.
3. Item #3 — Submit a planting plan that replaces the 5 trees with 10 deciduous trees and shrub, and
groundcover berming up to minimize pedestrian intrusion.
• Response — As discussed and agreed with you during the site walk with the landscape architect
and owner the planting plan will be submitted by Glander and Associates to clarify the planting
requirements that we all agreed to on Friday June 4, 2010
4. Item #4 — Show revised parking lot striping and dimensions.
• Response — Sheet A0.0 shows the dimensions of the revised parking and landscape islands in
accordance to the City of Tukwila zoning requirements.
5. Item #5 — Relocate bike rack
• Response — The bike rack is removed and a new one is shown to be located just south of the east
entrance on A0.0.
6. Item #6 — Show tree pit resurfacing
• Response — Sheet A0.0 and A1.0 show the demolished tree grates to be infilled with concrete
sidewalk to match existing concrete texture and finish.
Please accept this written response to your memo, regarding the revisions. Each of the revisions are
clouded and indicated on the drawings per City of Tukwila requirements. If you should have any further
questions please feel free to call.
Sincerely,
Wayne E. Johnson, AIA
S.M. Stemper Architects
Cc: Pat Burns, Westfield
Encl.: Revision Submittal Form
4000 DELRIDGE WAY SW . SUITE 200. SEATTLE, WA 98106. 206/624 -2777. FAX 206/624-2973
June 8, 2010
City of Tu { Ya_ lla
Department of Community Development
•
Jim Haggerton, Mayor
Wayne Johnson
S M Stemper Architect
4000 Delridge Way SW #200
Seattle, WA 98106
RE: Correction Letter #2
Development Permit Application Number D10 -117
Westfield Mall Gas Meter Alcove — 2800 Southcenter Mall
Jack Pace, Director
Dear Mr. Johnson,
This letter is to inform you of corrections that must be addressed before your development permit 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) sets of revised plans,
specifications and /or other documentation be resubmitted with the appropriate revision block.
In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every
resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person
and will not be accepted through the mail or by a messenger service.
If you have any questions, please contact me at (206) 431 -3670.
Sincerely,
ifer ar all
it Te cian
encl
File No. D10 -117
ok4de
W:\Pennit Center \Correction Letters \2010\D10-117 Correction Letter #2.DOC
6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 • Phone: 206 - 431 -3670 a Fax: 206 - 431 -3665
kr •
PLANNING DIVISION COMMENTS
From : Moira Carr Bradshaw
Date: 8 June 2010
Subject: D10 -117 — Westfield Mall Gas Meter Alcove
Please revise the plans per our 6/4/2010 field discussion:
1. Remove the 5 deciduous trees along the curb edge extending north from the mall's eastern
entrance.
2. Create 10 landscape islands along the internal circular drive aisle.
3. Submit a planting plan that replaces the 5 trees with 10 deciduous trees and shrubs and
groundcover berming up to minimize pedestrian intrusions.
4. Show revised parking lot striping and dimensions.
5. Relocate bike rack
6. Show tree pit resurfacing
H: \WEA phase 2 \D10 -117 Gas Alcove#2.doc
S.M. STEMPER • ARCHITECTS
A P r o f e s s i o n a l L i m i t e d L i a b i l i t y C o m p a n y
May 25, 2010
City of Tukwila, Department of Community Development
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
RE: Westfield Mall Gas Meter Alcove
Project No. D10 -117
Attention: Moira Bradshaw
Listed below is the written response to the `Correction Letter' dated May 19, 2010 which we received on
May 24, 2010. In accordance to the memo we are submitting written clarification regarding the Planning
Division Comments and per our discussions on May 17, 2010. Listed below is a brief description of your
comments and responses:
1. Item #1 — Relocate tree pits and plant with same /similar tree species to ensure minimum of 5' -0"
walking /sidewalk.
• Response — Tree pits are indicated to be relocated and trees shall be installed to match existing as
coordinated with the Landscape Architect.
2. Item #2 — Create a raised landscape area in front of wall and plant with evergreen vine and ground
cover to soften wall.
• Response — The plans, sections, and elevations have been revised to show the raised landscape
area as well as the cable trellis. The landscaping and vegetation shall be per our conversations
and as recommended by the Landscape Architect.
3. Item #3 — Install a system for `climbing' vine.
• Response — The sections and elevations show the cable trellis system that matches the same
trellis that is used on the Fidelity Bank elevation, which Westfield anticipates using the same
trellis at other future conditions.
4. Item #4 — Face Raised landscape area with material compatible with brick facade and wall -
preferably same as wall or building material.
• Response — The raised area will use a precast concrete curb to be consistent with the curbs that
are being installed along the Seafood City expansion just to the north of the alcove along the
same sidewalk.
Please accept this written response to your memo, regarding the revisions. Each of the revisions are
clouded and indicated on the drawings per City of Tukwila requirements. If you should have any further
questions please feel free to call.
Sincerely,
14/el‘i
Wayne E. Johnson, AIA
S.M. Stemper Architects
Cc: Pat Burns, Westfield
Encl.: Revision Submittal Form
CORRECTION
LTR# I
RECEIVED
MAY 25 2010
PERMIT CENTER
4000 DELRIDGE WAY SW . SUITE 200 . SEATTLE, WA 98106 . 206/624 -2777 . FAX 206/624 -2973
May 19, 2010
Jim Haggerton, Mayor
epartment of Community Development Jack Pace, Director
Wayne Johnson
S M Stemper Architect
4000 Delridge Way SW #200
Seattle, WA 98106
RE: Correction Letter #1
Development Permit Application Number D10 -117
Westfield Mall Gas Meter Alcove — 2800 Southcenter Mall
Dear Mr. Johnson,
This letter is to inform you of corrections that must be addressed before your development permit 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) sets of revised plans,
specifications and /or other documentation be resubmitted with the appropriate revision block.
In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every
resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person
and will not be accepted through the mail or by a messenger service.
If you have any questions, please contact me at (206) 431 -3670.
Sincerely,
<-1)-AV
Bill Rambo
Permit Technician
encl
File No. D10 -117
W:\Permit Center\Correction 1•etters\2010\D10 -117 Correction Letter #I.DOC
6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 • Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665
PLANNING DIVISION COMMENTS
Date: 17 May 2010
Subject: D10 -117 — Westfield Mall Gas Meter Alcove
Planner: Moira Carr Bradshaw
Please revise the plans per our 5/17/2010 discussion:
1. Relocate tree pits and plant with same /similar tree species to ensure a minimum of 5 foot
walking/sidewalk.
2. Create a raised landscape area in front of wall and plant with evergreen vine and ground cover to
soften wall.
3. Install a system for "climbing" vine.
4. Face raised landscape area with material compatible with brick facade and wall — preferably
same as wall or building material.
H: \WEA phase 2\D10 -117 Gas Alcove.doc
• ERMIT CoAm COPY.
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D10 -117
DATE: 06/30/10
PROJECT NAME: WESTFIELD GAS METER ALCOVE
SITE ADDRESS: 2800 SOUTHCENTER MALL
Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
X Revision # 1 after Permit Issued
,DDEPARTMAE'�NTS:
BulidingDisi
PubIic Works
NJ 4-1°
Fire Prevention
Structural
n
Planning Division
Permit Coordinator
n
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete tgl
Comments:
Incomplete U
DUE DATE: 07/01/10
Not Applicable
Permit Center Use Only
INCOMPLETE LETTER MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
LETTER OF COMPLETENESS MAILED:
TUES /THURS ROUTING:
Building
Please Route
REVIEWER'S INITIALS:
Structural Review Required
No further Review Required
DATE:
APPROVALS OR CORRECTIONS:
DUE DATE: 07/29/10
Approved Approved with Conditions n 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:
Documents/routing slip.doc
2 -28 -02
6 PERMIT cooRDcoMO
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D10 -117 DATE: 06/14/10
PROJECT NAME: WESTFIELD MALL - GAS METER ALCOVE
SITE ADDRESS: 2800 SOUTHCENTER MALL
Original Plan Submittal
X Response to Correction Letter # 2
Response to Incomplete Letter #
Revision # after Permit Issued
DEPARTMENTS:
Building Division
Public Works
Fire Prevention
Structural
Planning Division
Permit Coordinator
•
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete WI
Comments:
Incomplete ri
DUE DATE: 06/15/10
Not Applicable ❑
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS ROUTING:
Building
Please Route
REVIEWER'S INITIALS:
Structural Review Required ❑ No further Review Required
DATE:
APPROVALS OR CORRECTIONS:
DUE DATE: 07/13/10
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:
Documents/routing slip.doc
2 -28 -02
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D10 -117 DATE: 05 -25 -10
PROJECT NAME: SOUTHCENTER MALL - GAS METER ALCOVE
SITE ADDRESS: 2800 SOUTHCENTER MALL
Original Plan Submittal
X Response to Correction Letter # 1
Response to Incomplete Letter #
Revision # After Permit Issued
DEPARTMENTS:
Building Division
Public Works
Fire Prevention
Structural
lanni g Ivislon
Permit Coordinator
1
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Incomplete
DUE DATE: 05 -27 -10
Not Applicable
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW [1 Staff Initials:
LETTER OF COMPLETENESS MAILED:
TUES /THURS ROUTING:
Please Route
Structural Review Required
No further Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved Approved with Conditions
Notation:
REVIEWER'S INITIALS:
DUE DATE: 06-24 -10
Not Approved (attach comments) t
DATE:
Permit Center Use Only j
CORRECTION LETTER MAILED: ' { 1111,11 '
Departments issued corrections: Bldg ❑ Fire ❑ Ping PW ❑
Staff Initials:
Documents /routing slip doc
2 -28 -02
ikER IT COORD COPS •
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D10 -117
DATE: 05/05/10
PROJECT NAME: WESTFIELD MALL - GAS METER ALCOVE
SITE ADDRESS: 2800 SOUTHCENTER MALL
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # after Permit Issued
DEPARTMENTS:f�
:ui 'ng t\\ID
is Works
11-04 %4 -UWC. S —(3 -(D m3 �,.e%' %el
ire Prevention ❑ Planning Division
Structural
F7Permit Coordinator
n
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
Incomplete
DUE DATE: 05/06/10
Not Applicable ❑
Permit Center Use Only
INCOMPLETE LETTER MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
LETTER OF COMPLETENESS MAILED:
TUES /THURS ROUTING:
Building
Please Route It
REVIEWER'S INITIALS:
Structural Review Required ❑ No further Review Required Li
DATE:
APPROVALS OR CORRECTIONS:
Approved U Approved with Conditions ❑
Notation:
REVIEWER'S INITIALS:
DUE DATE: 06/03/10
Not Approved (attach comments)
DATE:
Permit Center Use Only •5 � '\
CORRECTION LETTER MAILED: ( l j — 4 0 •
Departments issued corrections: Bldg ❑ Fire ❑ Ping PW ❑ Staff Initials:
vik
Documents/routing slip.doc
2 -28 -02
PROJECT NAME:
SITE ADDRESS: 14W C JAp(1L-
PERMIT NO: (7 i D--111
ORIGINAL ISSUE DATE: ()(p.
REVISION LOG
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
1
dt1/•(7* by
1
i1'Oi 1)
�
Summary of Revision: f -ev1�t o 1, 'b69C, Ai' ∎ N (r — C,t .A L,� C,l+�io � A
LT Df V6 ■1&
D1UL
Received by: V.o q ey C_,y SAN/)
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
(please print)
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
(please print)
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
(please print)
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
(please print)
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
(please print)
• •
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
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: c .11., i 2-b 1D Plan Check/Permit Number:
❑ Response to Incomplete Letter #
❑ Response to Correction Letter #
gRevision # 1 after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: .STFI t� '�1Z_ AL6_ V(�
Project Address: Z $CDO
Contact Person: �,(p�I.(� � *(�iJ Phone Number: 2 ' (o • 6 • Z7 7 )
Summary of Revision:
• 5 u s?,/c% tTT11J��
Ars
t6u 1�.
LtdI L LP i -! DSc-
' _ L
• Is p- (- fl S k iAi
SPcn&e 01..1ELC -,uiz flF LAY`-115c
L.1 R. A LAN MCA
•
SheetNumber(s): A D.(D, La tot_ St*± ' ' i.O L" 1• ° L1 •1 / L1 L-21 L-
1
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by:
Entered in Permits Plus on 0
H:\Applications \Forms - Applications On Line \2010 Applications \7 -2010 - Revision Submittal.doc
Created: 8-13-2004
Revised: 7 -2010
•
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: 4000
❑ Response to Incomplete Letter #
® Response to CorrectiofrLtter # 2
❑ Revision # after Pe it is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Plan ChecWPermit Number: D10-117
Project Name: Westfield Mall — Gas Meter Alcove
Project Address: 2800 Southcenter Mall
Contact Person: LL1Lwl.-11:S— ja 0� Phone Number:
OP rucwitA
JUN 142010
PERMIT CENTER
�G .62y. 2-77,
Summary of Revision:
\/LSE KA-A ,S • $ (1 kI P[ la'►et -(r_
pkg-KitJ
Ac j _c A<A4b.
Sheet Number(s): A/9.d , 4 / d, A2• v
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by:
Entered in Permits Plus on
Mtck,,1,2
\applications \forms - applications on Iine\revision submittal
Created: 8 -13 -2004
Revised:
•
•
City of Tukwila
Steven M Mullet, Mayor
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206- 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
Steve Lancaster, Director
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: MAY- 2-5- 12010 Plan Check/Permit Number: D10-117
❑ 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: Westfield Mall - Gas Meter Alcove
Project Address: 2800 Southcenter Mall
Contact Person: Mr.1lc .sA}t- OSWd Phone Number: 20 • 624 '237 7
Summary of Revision:
Lo
1l�S 14494y (g. iS
-t-t) s I-614 t-itna
:._
0
MIL
Loczi At› 114-e- 12-Act
f- VE2E 7LJ i a U(2 I
Sheet Number(s): ,41. , 4/J / 42. 0
"Cloud" or highlight all areas of revision including date of revi�
Received at the City of Tukwila Permit Center by:
1R---Entered in Permits Plus on S-)1\
ellECED
CITY OF 1 iKW LA
MAY 2 5 2010
Paw maul
\applications \forms - applications on line\revision submittal
Created: 8 -13 -2004
Revised:
•
•
Joanna Spencer - RE: WESTFIELD GAS METER ALCOVE D10 -117
From: "Bill Fortunato"
To: "Joanna Spencer"
Date: 07/06/2010 2:45 PM
Subject: RE: WESTFIELD GAS METER ALCOVE D10 -117
CC:
Page 1 of 1
Joanna -
Good afternoon. In response to your question from last Friday, the DCVA for the irrigation system will not be
moved or worked on as a result of this project. The irrigation being installed connect to the existing irrigation
main located on site. I contacted the landscape architect, Jeff Glander, and he confirmed this information.
Thank you.
Bill Fortunato
PAC LAND
1505 Westlake Ave N., Suite 305
Seattle, WA 98109
Office: (206) 522 -9510 x1125
Fax: (206) 522 -8344
TURNING VISIONS INTO RE4 LITY
From: Joanna Spencer [mailto :jspencer @ci.tukwila.wa.us]
Sent: Friday, July 02, 2010 3:59 PM
To: Bill Fortunato
Cc: Joanna Spencer; pburns @westfield.com
Subject: WESTFIELD GAS METER ALCOVE D10 -117
Bill,
Would you please clarify if the irrigation Double Check
Valve Assembly (DCVA) will be installed, moved or worked on as result of this
project.
Thanks,
Joanna Spencer
Development Engineer
City of Tukwila
Public Works Department
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188 -2544
phone: 206 - 431 -2440
fax: 206 - 431 -3665
jspencer@ci.tukwila.wa.us
DID - 11-1
file: / /C: \Documents and Settings \joanna.TUKWILA \Local Settings \Temp\XPgrpwise \4C... 07/06/2010
1
1
4" OAK
EXISTING PARKING STALL
STRIPING TO REMAIN
VARIES - SEE CIVIL
5" PLUM
14" OAK
10' -9 3/4"
LIGHT BOLLARDS (3)
OWNER FURNISHED
CONTRACTOR INSTALLED
i
16" PLUM-
" OAK
LANDSCAPE
ISLAND WITH TREE
AND VEGETATION
RE: LANDSCAPE
/
Ii
10" OAK
6" CONCRETE
CURB ISLAND
RE: CIVIL
•
1
/,
///://8 SLUM
TYPICAL LANDSCAPE ISLA
1/4" = 1' -0"
12" OAK
8" PL 1M
EXISTING PARKING
TO REMAIN
DEMO TREE AND GRATE
INFILL WITH CONCRETE
TO MATCH EXISTING
LIGHT BOLLARDS (3)
OWNER RJRNISHED
CONTRACTOR INSTALLED
DEMO TREE AND GRATE
INFILL WITH CONCRETE
TO MATCH EXISTIN G
LIGHT BOLLARDS (2)
OWNER RJRNISHED
CONTRACTOR INSTALLED
{
11" PLUM-
EXISTING PARKING ST
PLUM
STRIPING TO REMA
//
5" DE
10I -8 3/4"
12" OAK
FIL. CipPY
DEMO TREE AND GRATE (2)
INFILL WITH CONCRETE
TO MATCH EXISTING
LIGHT BOLLARDS (2)
OWNER FURNISHED
CONTRACTOR INSTALLED
GAS ALCOVE -
SEE LARGER PLANS
EXISTING PARKING
TO REMAIN
12" PLUM_.
VARIES - SEE CIVI
Plan review approval is subject . errors and omissions.
Approval of construction documen does not authorize
the violation of any adopted code or , t inance. Receipt
of approved Field Copy and conditions I : cknowledged:
OAK
<
16" PLUM-
By
gate: i o
BIKE RACK TO BE REMOVED
AND NEW RACK INSTALLED
SOUTH OF WESTFIELD ENTRANCE
DEMO TREE AND GRATE
INFILL WITH CONCRETE
TO MATCH EXISTING
BIKE RACK TO MATCH
RACKS AT SOUTH SIDE OF
MALL
City Of liakwila
BUILDING DIVISION
1
6" PLUM-
GRASS
6" CONCRETE
CURB ISLAND
RE: CIVIL
N\NN
14" PLUM,-
TYPICAL LANDSCAPE ISLAND
1 /4" = 1' -0"
REVISIONS
No cha ges shall be made to the scope
of v rk without prior approval of
ukwila Building Division.
NOTE: Re isions will require a new plan st limit+ 'l
and may include additional p ;arl ref=,,' . Y203.
._...,
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JUL 14 2010
City of Tukwila
BUILDING DIUI.CIMi
< -,
GENERAL NOTES:
GRASS
\\N
16" PLUM-
1 LANDSCAPE AND CIVIL PLANS SHALL BE SUBMITTED SEPARATELY SHOWING THE DETAILS OF THE LANDSCAPE
ISLAND, DRIVES, AND PLANTING DETAILS.
2. CONTRACTOR SHALL REMOVE EXISTING STRIPING AND REVISE THE STRIPING AS SHOWN TO ACCOMMODATE THE
REQUIRED PARKING STALLS ADJACENT TO EACH LANDSCAPE ISLAND.
3. CONTRACTOR SHALL REMOVE TREES AND GRATES DESIGNATED TO BE REMOVED AND INSTALL MINIMUM 4"
CONCRETE SLAB ON GRADE SIDEWALK INFILL WITH REQUIRED REINFORCING PER CIVIL PLANS. CONCRETE SHALL
MATCH EXISTING CONCRETE SIDEWALK N FINISH, TEXTURE AND COLOR AS BEST AS POSSIBLE.
4. LANDSCAPE ISLANDS SHALL NOT IMPEDE ON REQUIRED DRIVE WIDTH, PARTICULARLY FIRE LANE NDICATED
ALONG EAST SIDE OF BUILDING.
5. SEE CIVIL PLANS FOR PRECISE DIMENSIONS AND LOCATION OF ISLANDS. TYPICAL ISLANDS SHOUN ABOVE ARE
ARE FOR CLARIFICATION ONLY. CIVIL PLANS HAVE THE DIMENSIONS FOR EACH LANDSCAPE ISLAND.
)_ ANDSCAPE ISLAND GENERAL SQUARE FEET:
LANDSCAPE ISLAND - A: 199 SF
LANDSCAPE ISLAND - B: 214 SF
LANDSCAPE ISLAND - C: 141 SF
LANDSCAPE ISLAND - D: 105 SF
LANDSCAPE ISLAND - E: 104 SF
LANDSCAPE ISLAND - F: 109 SF
LANDSCAPE ISLAND - G: 106 SF
LANDSCAPE ISLAND - H: 165 SF
LANDSCAPE ISLAND - J: 100 SF
<
3"PLUM
ARCHITECTURAL SITE PLAN
1" = 30' -0"
f
RECEIV
iYOFTU LN
JUN 5 0 2010
PERMIT CENTER
REVISION NO 1
0 sesom-
Wes/Ilek!
South center
633 Southantr Parkway
Tak w. WA.. 981e8 -2888
208 -248 -0423
WESTFIELD DESIGN &
CONSTRUCTION
11601 Wilshire Boulevard, 11th
Floor Los Angeles, California
90025 -1748
Telephone 310 478 4456
Facsimile 310 478 4468
THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS TIE PROPERTY OF RE
ARCHITECT AND MAY NOT DE REPRODUCED WITHOUT THE ARCHITECT'S
PEaBSSION AND UNLESS THE RERCOIUCRON CARRIES THE ARCHITECT'S
NAYS ALL DESIGN AND OTHER INFORYAXN S14O1144 ON THE CRAVING ME
FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED
OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT
S.M. STEMPER
ARCHITECTS
A Professional Limited Liability Company
4000 DELRIDGE WAY SW
SUITE 200 • SEATTLE, WA 98100
(206) 624 -2777 • FAX (206) 624 -2973
ISSUE
ISSUE
DATE:
�OO
wcO
r
Z 0)
w
U <
w
O
J
CD
co
N
A6 -30-10
A6-11-10
PERMIT SET
MAY 4, 2010
PROJECT ARCHITECT
WEJ
PROJECT MANAGER
WEJ
SITE PLAN
A0.0
SMSA #1022.02
28, 2010 3:30pm
S: \Washington \TUKWILA \Westfield \0 NORTH MALL EXPANSION \LANDSCAPE ISLANDS \2DWGS \TULI0O1C.dwg
PROJECT
LOCATION
CITY OF TUKWILA
INTERSTATE -405
KWNLA PARKWAY
STRANDER BLVD
VICINITY MAP
N.T.S.
CONSULTANTS
CIVIL:
PACLAND
1505 WESTLAKE AVE. N., SUITE 305
SEATTLE, WA. 98109
(206) 522 -9510
CONTACT: BILL FORTUNATO, P.E.
SURVEYOR:
PACE
1601 SECOND AVE., SUITE 1000
SEATTLE, WA 981019
(206) 441 -1855
CONTACT: NEIL CABAGE, P.L.S.
LANDSCAPE:
JEFFREY B. GLANDER & ASSOCIATES
1821 4th AVE. E.
OLYMPIA, WA 98506
(360) 357 -6972
CONTACT: JEFFREY GLANDER, R.L.A.
EXISTING LEGEND
UTILITIES
STORMWATER:
CITY OF TUKWILA
6200 SOUTHCENTER BLVD.
TUKWILA, WA 98188
CONTACT: RYAN LARSON, P.E.
(206) 433 -0179
WATER, SEWER:
CITY OF TUKWILA
6200 SOUTHCENTER BLVD.
TUKWILA, WA 98188
CONTACT:
(206) 433 -0179
GAS:
PUGET SOUND ENERGY
10885 NE 4TH STREET
BELLEVUE, WA 98004 -5591
(425) 456 -2942
ELECTRIC:
PUGET SOUND ENGERY /PETELCO
14103 8TH STREET EAST
SUMNER, WA 98390
CONTACT:
(253) 863 -0484
TELEPHONE:
QWEST COMMUNICATIONS
1600 7TH AVE
SEATTLE, WA 98191
(206) 398 -2500
estfie�aC
SOUTHCENTER MALL EXPANSION
TUKWILA, WASHINGTON REVS1ON NOLL
LANDSCAPE REVISIONS N0- wi
GOVERNING AGENCIES CITY OF TUKWILA CONSTRUCTION NOTES
CITY OF TUKWILA
6200 SOUTHCENTER BLVD.
TUKWILA, WA 98188
(206) 433 -1800
SITE DATA
EXISTING ZONING = TUC
EXISTING USE = RETAIL
PROPOSED USE = RETAIL
DATUM
HORIZONTAL DATUM: DEED &
RECORD OF SURVEY IN SECTION
23-23-04
BASIS OF BEARINGS: HELD
NO0•14'09 "W ALONG EAST LINE OF
SW 1 /4, SE 1 /4 23 -23 -4.
VERTICAL DATUM: PER EXISTING
SURVEY BY APEX ENGINEERING
PLLC UNDER FILE NO. 28368
DATED 6/11/04. BELIEVED TO BE
TO NGVD 1929 DATUM.
WATER VALVE
(APEX) IRRIGATION CONTROL BOX
POST INDICATOR VALVE
FIRE DEPARTMENT CONNECT
HYDRANT
WATER METER
WATER MANHOLE
;i (L:!) MANHOLES (SS /SD)
i (APEX) MANHOLES
n CB
POWER /UTILITY HAND HOLE
0 POWER /U11LITY POLE
GUY ANCHOR
POWER TRANSFORMER
POWER /TELEPHONE VAULT
TELEPHONE /TV RISER
r_t
GAS VALVE
TRAFFIC LIGHTS
STREET LIGHT
LIGHT STANDARD
SIGN
(APEX) SIGN
zaT.(`T.; . ROCKERY
CONIFEROUS TREE
DECIDUOUS TREE (TYPE UNKNOWN)
MAP= MAPLE; OR= ORNIMENTAL
2 " -4" DECORATIVE TREE
c ) SHRUBS
FOUND CASED MONUMENT
SS
SPOT ELEVATION
BOLLARD
CONCRETE WALKWAY
STORM /SEWER CLEANOUT
CE:NTER LINES
PROPERTY LINES
RIGHT -OF -WAY LINES
PLAT LINE
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
GAS LINE
UNDERGROUND POWER LINES
UNDERGROUND TELEPHONE LINES
CHAIN LINK FENCE
STRIPING
BUILDING OVERHANG
1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND
SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF
APPROVED PLANS, SPECIFICATIONS, AND ASSOCIATED PERMITS ON THE JOB SITE.
WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND
LOCAL LAWS. PERMITTEE SHALL APPLY FOR A REVISION FOR ANY WORK NOT
ACCORDING TO THE APPROVED PLANS.
2. PERMITTEE /CONTRACTOR SHALL ARRANGE A PRECONSTRUCTION
CONFERENCE WITH THE CITY'S INSPECTOR(S) PRIOR TO BEGINNING ANY WORK.
3. WORK IN ROADWAYS
A. ALL WORK IN ROADWAYS SHALL MEET TMC 11 AND THE FOLLOWING:
B. PRIOR TO ANY ACTIVITY IN CITY RIGHT —OF —WAY, THE PERMITTEE SHALL
PROVIDE THE CITY A TRAFFIC CONTROL PLAN FOR REVIEW AND
APPROVAL. THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION,
ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WORK AND
SHALL MEET MUTCD REQUIREMENTS.
C. ALL WORK REQUIRING LANE CLOSURES MUST BE BY PERMIT ONLY. FROM
THE THIRD THURSDAY IN NOVEMBER TO THE FOLLOWING JANUARY 2ND,
THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN THE TUKWILA
URBAN CENTER.
D. FIRE, PEDESTRIAN, AND VEHICULAR ACCESS TO BUILDINGS SHALL BE
MAINTAINED AT ALL TIMES, EXCEPT WHEN PERMITTEE HAS PERMISSION
FROM THE BUILDING OWNER AND THE DIRECTOR TO CLOSE AN ACCESS.
E. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING
STREET SWEEPERS. USE OF WATER TRUCKS FOR CLEANING ROADWAYS
REQUIRES PREAPPROVAL FROM THE DIRECTOR.
F. INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS
STOPPED AND THE TRENCH IS LEFT OPEN.
PROJECT NOTES
1. SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT
SPECIFICATIONS, THE 2008 WSDOT STANDARD SPECIFICATIONS, AND THE
A.P.W.A. STANDARDS WHICH ARE HEREBY REFERENCED AS PART OF THESE
PLANS.
2. THE DESIGN SHOWN IS BASED UPON .THE ENGINEER'S UNDERSTANDING OF
THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED
FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE
BASED UPON THE SURVEY PREPARED BY PACE, DATED 06.30.2008. THE
CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO
BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE
DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO
INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE
AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING
TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL
HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A
REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW.
3. CAUTION — NOTICE TO CONTRACTOR
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF
EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF
THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS
TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING
EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE
UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO
REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES
WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE
PLANS.
DRAWING INDEX
SHEET NO. DRAWING TITLE
CV -1 COVER SHEET
D -1.0 DEMOLITION AND T.E.S.C. PLAN
C -1.0 SITE PLAN
C -11.1 LANDSCAPE ISLAND DETAILS
CITY OF TUKWILA GENERAL NOTES
1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE.
2. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE
UTILITIES INSPECTOR AT 206 - 433 -0179.
3. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN
ADVANCE BY CALLING 206 - 433 -0179.
4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY,
AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM
CONSTRUCTION OPERATIONS.
5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE
APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT
GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB
SITE.
6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES
FROM THE APPROVED PLANS REQUIRE PRE — APPROVAL FROM THE OWNER, THE
ENGINEER, AND THE CITY OF TUKWILA.
7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT
GUIDELINES . AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE
APPROVED BY THE PUBLIC WORKS DIRECTOR.
8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS
ON —SITE.
9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT
FINALAPPROVAL.
10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC
WORKS APPROVAL BEFORE IMPLEMENTATION.
11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE
DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM
SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL BE WASHINGTON STATE (GRID)
COORDINATES, NORTH ZONE, USING NAD 83/91 SURVEY CONTROL AND TIED TO
ANY TWO CITY OF TUKWILA HORIZONTAL CONTROL MONUMENTS. FOR PROJECTS
WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION
CALCULATIONS TO NGVD 1929.
12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO
CONSTRUCTION.
13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS —OF —WAY,
EASEMENTS, AND ACCESS TRACTS.
— REVIEWED FOR
CODE COMPLIANCE
j PROVE
JUL 14 2010
City of Tukwila
BUILDING DIVISION
Know what's below.
Call before you dig.
. Z S 1505 Westlake Ave. N.
Suite 305
Seattle, WA 98109
1 �
T (206) 522 -9510
F (206) 522 -8344
WWW.PACLAND.COM
REVISIONS
CITY OF TUKWILA
JUN 0 2010
PERMIT CENTER
PERMIT
6/28/2010
NO.
DESCRIPTION
DATE
THIS SURVEY
GENERAL DEMOLITION NOTES
CB =
IE 12 "CONC(S)�
CB RIM =2
2 " ONC(W
IE ' "C.NC(N
CONC(N)-
\1 " DI(S
DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN
FOR THE CONTRACTOR'S BENEFIT. THESE NOTES ARE NOT INTENDED TO
BE COMPREHENSIVE. THE CONTRACTOR SHALL REMOVE OR RELOCATE
ALL EXISTING ON -SITE IMPROVEMENTS NECESSARY TO ACCOMMODATE
THE PROPOSED CONSTRUCTION.
ASPHALT
CURB
' NE N OT A'
PENDING`BINDING
THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING
OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A
DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS
PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY APEX
ENGINEERING, RECEIVED 6 -16 -2004. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED
SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE
CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF
ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF
CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING
TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE
SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY
A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR
REVIEW.
CAUTION - NOTICE TO CONTRACTOR
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION
AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS
IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE
POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS
NOT TO BE REUED ON AS BEING EXACT OR COMPLETE. THE
CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT
LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD
LOCATION OF UTIUTIES. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING
IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS
ON THE PLANS.
4. CONTRACTOR IS TO REMOVE ALL EXISTING SURFACE IMPROVEMENTS
AND DEBRIS WITHIN THE LIMITS OF WORK UNLESS OTHERWISE NOTED.
ALL DEBRIS FOUND ON SITE SHALL BE DISPOSED OF IN ACCORDANCE
WITH APPLICABLE STATE CODES.
30.00'
U6p
SDM : ti, =27.
IE 12 "DI(N ) =19.3
__JE_12 "D1{ =19.3
ARE LAN'
bor
=
COLUMN N .8 10 CONC
(TYP) WALL
d
J 15 ES 'T "OW IMP 'OVMENTS
CRT(L .
11 IT1ES REC. # 2007061 0,00339
,
\ 8 IM 23. ),6 ,:
0
0
N
N
-15
O
D
Cn
CD
(n
-J
C/)
w
rz
(-)
Cn
z
0
Cn
x
w
J
J
0
0
Y-
(1.)
c
0
a
eri
NOTES
1. ALL WORK AND MATERIALS SHALL . COMPLY WITH ALL CITY /COUNTY REGULATIONS
AND CODES AND O.S.H.A. STANDARDS.
2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE
EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY.
THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY
PREPARED BY APEX ENGINEERING, RECEIVED 6 -16 -2004. THE CONTRACTOR IS
RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED
SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL
NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK
WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY,
INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE
SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A
REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW.
3. CAUTION - NOTICE TO CONTRACTOR
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR
ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON
RECORDS OF THE VARIOUS U11U11ES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN
IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR
COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT
LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION
OF UTILITIES. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO RELOCATE
ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE
PROPOSED IMPROVEMENTS ON THE PLANS.
4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND
DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS &
TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY
ENTRANCE LOCATIONS.
5. DIMENSIONS SHOWN REFER TO FACE OF CURB, FACE OF BUILDING OR TO THE
CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED.
6. ALL PAVED PARKING LOT AREAS WITHIN THE LIMITS OF IMPROVEMENTS SHALL BE
STANDARD DUTY PAVEMENT UNLESS OTHERWISE NOTED.
7. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR THE CITY
ENGINEER'S APPROVAL PRIOR TO ANY WORK WITHIN THE CITY RIGHT -OF -WAY.
8. FIRE LANE STRIPING AROUND BUILDING PERIMETER AND ALONG FIRE TRUCK ACCESS
WAYS SHALL BE INSTALLED AS PART OF THIS CONTRACT, IN ACCORDANCE WITH
THE LOCAL CODE AND FIRE MARSHALL REQUIREMENTS.
9. REFER TO BOUNDARY SURVEY FOR LEGAL DESCRIPTION, DIMENSIONS OF PROPERTY
LINES, BASIS OF BEARINGS & BENCHMARK INFORMATION. (SEE SHEET CS -1)
11. ALL ON -SITE PAINTED STRIPING SHALL BE DOUBLE COATED. SEPARATE COATS
SHALL BE APPUED NO SOONER THAN 4 HOURS APART. (CONTRACTOR TO REFER
TO PROJECT SPECIFICATIONS FOR ADDITIONAL PAVING MARKING REQUIREMENTS.)
12. PARKING LOT STRIPING SHALL BE WHITE, 4" WIDTH, & DOUBLE COATED, UNLESS
OTHERWISE NOTED. LIGHT POLE BASES TO BE PAINTED PER ARCHITECT'S DIRECTION.
13. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL,
SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS
ESTABUSHED.
14. ALL ISLANDS WITH CURB AND GUTTER SHALL BE LANDSCAPED.
THOSE ISLANDS ARE TO HAVE 18" CURB AND GUTTER. ALL
REMAINING ISLANDS ARE TO BE STRIPED AS SHOWN.
15. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE
ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST
SHALL BE INCLUDED IN BASE BID.
16. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS,
INCLUDING BUT NOT LIMITED TO ALL UTILITIES, STORM DRAINAGE,
SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK
SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES
SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST
SHALL BE INCLUDED IN BASE BID.
Know what's below.
Call before you dig.
40 0
IE 12 "CONC(S)
25
��CB RIM =2 •
2 ONC(W
IE "C•NC(N =
CONC(N)-
\1 " DI(S
THIS SURVEY APPX.
)c-. - •
FROM S. CENTER
UTILITIES PLAN
SITE KEY
GUTTER
=1
s
NE r NLOT A
' PENDING °IND!NG
CB RIM 22.82
NC E) 20.8
. #: . 2 .47
MH_'1M= T .25-
HA
10"
/W /S) -16.0
_cs_ -------- __ _,/
UGp
SDMH E lM =27.
IE 12 "DI(N N) =19.3
___JE_1.2".D1( ) =19.3
W) 13.2
30.00'
15 ES 'T " OW IMP R0 ENTS
ti 1 LIT ES REC. # 2007061 00339
■ FIRE_ LAND. SS
Nit/ %11.1/174
FF =28.8
COLUMN 10' CONC
(TYP) WALL
B -1M- -23.6
E • CO C( )= 2.1
K
DRAIN
14' CONC
WALL
'.3
CB RIM =27.54
IE 12 "CONC(N) =23.2
IE 10 "CONC(S) =23.2
-2=' °SEAFOOD
crr
F5
.23.3
:24.3
3
YD RIM =28.60
IE 8 "PVC(S) =26.4
YD RIM =28.63
IE 8 "PVC(S) =26.3
FFE 28.8
16" PLU
COLUMN
(TYP)
FF =28.8
COLUMN
(TYP)
YD RIM =28.67
IE 8 "PVC(W) =26.5
CONC CURB
10" 0
FF =28.8
YD RIM= 28.64
IE 8 "PVC(W) =26.5
YD R1M =28.65
1E 8 "Cl (W) =26.7
RED RIBBON
FF =28.8
ASPHALT
FND. CA ED . BRASS CAP
FF =28.8
CB RIM =27.73
IE 24 "CONC(E) =20.8
IE 18 "CONC(S) =20.8
NOTE: UNABLE TO DETERMINE
IF PIPE TAPERS (E) TO 12" DIAMETER.
GAS ALCOVE
(SEE ARCH
PLANS
\i F,
`2M =23.19
IE 12 "COCBN \(lW) =16.3 METER BOX
IE 12 "CONGA(\) =16.3
CONCRETE CURB
LANDSCAPE ISLAND, (TYP)
SAWCUT, MATCH AND JOIN EXISTING PAVEMENT
PAVEMENT NOTES
LEGEND
STANDARD DUTY PAVEMENT
CONCRETE CURB
SAWCUT
ISLAND DETAIL, SEE SHEET C -1.1
K 1. MATERIAL THICKNESS IS COMPACTED DEPTH. APPLIES TO ALL SECTIONS.
2. SUITABLE ONSITE SOILS SHALL BE FREE OF DELETERIOUS MATERIALS AND MAY BE USED FOR SUBBASE PROVIDED SOILS MEET REQUIREMENTS
IN THE PROJECTS SPECIFICATIONS.
3. FOR PREPARATION OF PAVEMENT SUBGRADE, FILL PLACED WITHIN 12 INCHES OF FINISHED SUBGRADE ELEVATION IN FILL AREAS AND AT
LEAST THE UPPER 8 INCHES OF SUBGRADE IN ALL AREAS TO BE PAVED SHOULD BE COMPACTED TO AT LEAST 98% OF THE MATERIAL'S
MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM D -698). FILL PLACED BELOW THIS LEVEL SHOULD BE COMPACTED TO AT LEAST 95% OF
THE MATERIAL'S MAXIMUM DRY DENSITY.
4. AFTER PROOFROLLING WITH A LOADED TANDEM AXLE DUMP TRUCK AND REPAIRING DEEP SUBGRADE DEFICIENCIES, THE ENTIRE SUBGRADE
SHOULD BE SCARIFIED TO A DEPTH OF 8 INCHES AND UNIFORMLY COMPACTED TO AT LEAST 98% OF STANDARD PROCTOR.
5. CRUSHED BASE COURSE MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 9- 03.0(3) OF THE WSDOT STANDARD
A� SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
6. ASPHALTIC SURFACE COURSE MIXTURES SHALL BE IN ACCORDANCE WITH SECTION 9 -02, GRADE B OF THE WSDOT STANDARD SPECIFICATIONS
FOR ROAD AND BRIDGE CONSTRUCTION. THE MIXTURE SHALL HAVE A MINIMUM MARSHALL STABILITY OF 1,000 POUNDS, AND THE SURFACE
COURSE SHOULD BE COMPACTED TO A MINIMUM OF 97% MARSHALL DENSITY (ASTM SPECIFICATION D 1559).
7. THE PORTLAND CEMENT CONCRETE PAVEMENT MIXTURE SHALL BE IN ACCORDANCE WITH AIR-ENTRAINED CONCRETE FOR PAVEMENT SECTIONS
501, 551, AND 701 OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THE MIXTURE SHALL BE DESIGNED
TO DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS WITH A 4 INCH MAXIMUM SLUMP AND 5 TO 7% ENTRAINED AIR.
8. CONTRACTOR SHALL PROVIDE A PRIME COAT AND TACK COAT TO FACE OF CURB WHERE CURB CONTACTS ASPHALT.
9. PAVEMENT SECTIONS PER SHANNON WILSON RECOMMENDATION VIA EMAIL DATED APRIL 18, 2006.
ASPHALT CONCRETE SURFACING
(GRADE 'B' - WSDOT SECTION 5 -04.) t
11" PLU
c
1
5" DEC
ASPHALT
FF =28.8
BIKE RACK
EXISTING BRICK
LANDSCAPE COLUMN
ISLAND
SDM RIM =27.57
IE 1 "CONC(N) =20.6
IE 19'CONC(E) =20.4
IE 12E'CONC(S) =20.7
D RSA= ..1
IE 15 "CONC(W) =16.7
IE 24 "CONC(E) =15.7
IE 12 "CONC(S) =18.9
FF =28.8
BRICK
COLUMN
30
GRAS
FF =28.8
CONC CURB '
10' UTILITY EASEMENT
A F.N'SS. 999.00 AND
0170 `y7.
16" PL
FF =28.8
GRAP}B(= S��NEY
20 40
80
L. , 4.
1(1 NEW LOT A ,
( IN FEET )
1 inch = 40 ft.
160
■ FF =28.8
A/
7+:r�,
1
15' 31
U I11' " 1 E.
1
J
3 "PLUM
ENTS
20* 061'000339
UTILITY VAULT
ASPHALT
1
a
c
CRUSHED BASE COURSE
( WSDOT STD SPEC 9 -03.9 (3))
btOLt7
COMPACTED GRANULAR FILL CONFORMING TO
WSDOT GRAVEL BORROW (SECTION 9.03.14(1))
COMPACTED SUITABLE NATIVE MATERIAL OR STRUCTURAL FILL.
UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED.
SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS TO ACHIEVE 95% OF MAXIMUM DRY DENSITY (ASTM D1557).
STANDARD DUTY PAVEMENT
NOTES:
1. EXPANSION JOINT: PLACE AT ENDS OF ALL
RADII, 5' ON EACH SIDE OF DRAINAGE
STRUCTURES, AND AT 45' MAX. INTERVALS IN
CURB. PROVIDE #6 x 18" LONG SMOOTH
STEEL DOWEL BARS WITH 11'0 GREASE CAP
THROUGH EXPANSION JOINTS. (3" THICK
BITUMINOUS FILLER MATERIAL).
2. CONTRACTION JOINT: PROVIDE 2" DEEP x Y"
WIDE CONTRACTION JOINTS AT 15' INTERVALS.
3, REMOVE FORMS AS EARLY AS POSSIBLE.
BRUSH TOP AND FACE OF CURBS TO REMOVE
ALL IMPERFECTIONS. TYPICAL OF ALL FORM
WORK.
4. ALL RADII SHALL BE TRUE ARCS.
LIGHT BROOM FINISH ON ALL EXTERIOR
CONCRETE.
REVIEWED FOR
CODE COMPLIANCE
App3 f En
JUL 14 2010
NTS
ELASTOMERIC
SELF - LEVELING SEALANT
AT PAVEMENT /CURB
TRANSITION.
ASPHALT PAVING
BASE COURSE WITH PRIME
COAT (PER PAVEMENT
SECTION)
SUB -GRADE PER
SOILS REPORT
1 "R
Co
Q° o 0 co, o 0 • //
o /
O o o0p O O
o //\\
/000 O o O o 0 0 D c a \
O o po p °° O v
°a °o0oo;" o °�ooi - *8 " AT HEAVY
\- / \moo oo d- DUTY SECTION
PRIVATE ON-SITE
STRAIGHT CONCRETE CURB
v '
• O •
• v •
acs
t"-
RECEIVED
CITY OF TUKWILA
JUN 0 2010
PERMIT CEN
Date
Revision D.escrij
6 -28 -2010 PACLAND
PERMIT SUBMITTAL
:.. ,. �..' ._.'a, . 1.- - .>_.. .... ? _J..:, . -.. :•• .- ':iii. >L •n".- _ _
1505 Westlake Ave. N.
Suite 305
4 .28 . /0 Seattle, WA 98109
T (206) 522 -9510
F (206) 522 -8344
WWW.PACLAND.ODM
City of Tukwila
BI!I ill lC- 6 11/1 ' ,lj.f l
LANDSCAPE REVISIONS
SOUTHCENTER MALL
TUKWILA, WASHINGTON
NTS
SITE PLAN
C -1.0
■
.
"/
p8 00 g)00° 0
00
-pb° 0 °
i o o 0 0 0
;�go0o°p °
0o° o
O. °
o p
000 0
00 o
0 ° o D°
%„,0.4> °
o oc�
0 0° o
o 0
or
CRUSHED BASE COURSE
( WSDOT STD SPEC 9 -03.9 (3))
btOLt7
COMPACTED GRANULAR FILL CONFORMING TO
WSDOT GRAVEL BORROW (SECTION 9.03.14(1))
COMPACTED SUITABLE NATIVE MATERIAL OR STRUCTURAL FILL.
UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED.
SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS TO ACHIEVE 95% OF MAXIMUM DRY DENSITY (ASTM D1557).
STANDARD DUTY PAVEMENT
NOTES:
1. EXPANSION JOINT: PLACE AT ENDS OF ALL
RADII, 5' ON EACH SIDE OF DRAINAGE
STRUCTURES, AND AT 45' MAX. INTERVALS IN
CURB. PROVIDE #6 x 18" LONG SMOOTH
STEEL DOWEL BARS WITH 11'0 GREASE CAP
THROUGH EXPANSION JOINTS. (3" THICK
BITUMINOUS FILLER MATERIAL).
2. CONTRACTION JOINT: PROVIDE 2" DEEP x Y"
WIDE CONTRACTION JOINTS AT 15' INTERVALS.
3, REMOVE FORMS AS EARLY AS POSSIBLE.
BRUSH TOP AND FACE OF CURBS TO REMOVE
ALL IMPERFECTIONS. TYPICAL OF ALL FORM
WORK.
4. ALL RADII SHALL BE TRUE ARCS.
LIGHT BROOM FINISH ON ALL EXTERIOR
CONCRETE.
REVIEWED FOR
CODE COMPLIANCE
App3 f En
JUL 14 2010
NTS
ELASTOMERIC
SELF - LEVELING SEALANT
AT PAVEMENT /CURB
TRANSITION.
ASPHALT PAVING
BASE COURSE WITH PRIME
COAT (PER PAVEMENT
SECTION)
SUB -GRADE PER
SOILS REPORT
1 "R
Co
Q° o 0 co, o 0 • //
o /
O o o0p O O
o //\\
/000 O o O o 0 0 D c a \
O o po p °° O v
°a °o0oo;" o °�ooi - *8 " AT HEAVY
\- / \moo oo d- DUTY SECTION
PRIVATE ON-SITE
STRAIGHT CONCRETE CURB
v '
• O •
• v •
acs
t"-
RECEIVED
CITY OF TUKWILA
JUN 0 2010
PERMIT CEN
Date
Revision D.escrij
6 -28 -2010 PACLAND
PERMIT SUBMITTAL
:.. ,. �..' ._.'a, . 1.- - .>_.. .... ? _J..:, . -.. :•• .- ':iii. >L •n".- _ _
1505 Westlake Ave. N.
Suite 305
4 .28 . /0 Seattle, WA 98109
T (206) 522 -9510
F (206) 522 -8344
WWW.PACLAND.ODM
City of Tukwila
BI!I ill lC- 6 11/1 ' ,lj.f l
LANDSCAPE REVISIONS
SOUTHCENTER MALL
TUKWILA, WASHINGTON
NTS
SITE PLAN
C -1.0
SLANDS \2DWGS \TUL
S: \Washington \TUKWILA \Westfield \O NORTH MALL EXPANSION \LANDSCAPE
THIS SURVEY APPX.
IE 12 "CONC(S)
CURB &' GUTTER
8.69'
c• suc
NE .LOT A
PENDING \BINDING
PROVE ENT TE PLAN
c
CB ' IT422.82
IE 12 "9NC(N) =1gA
1E J cONC(s)= =1`,\
CB RIM 22.82
NC E »20.8
/S =1`2
ASP ALT
RI 23\47
C W) 13.2
NC \) 7.1
Q
�(°' 15 ES 'T "0 W IMPR ,A
30.00'
FACE
BACK
LANDS
CURB --"
CURB -N,
PE
cV
cri
MATCH
EXISTING
NGLE
LANDS APES
FACE OF CURB
BACK OF CURB
FACE
BACK
OF CURB -7
OF CURB ---'
2.4
LANDSCAPE
ENTS
gC t T1 J11ES REC. # 20070618],00339
B IM 23.
CO •I C(
POWER VAULT
TO REMAIN
6 ,' 15'
2.1 ,'
8.12'
FF =28.8
COLUMN 10' CONC
(TYP) WALL
CB RIM =27.54
IE 12 "CONC(N) =23.2
IE 10 "CONC(S) =23.2
"u1 °SEAFOOD
CITY
b5
.23.3
:24.3
3
DRAIN
14' CONC
WALL
K
YD RIM =28.60
IE 8 "PVC(S) =26.4
YD RIM =28.63
IE 8 "PVC(S) =26.3
FFE 28.8
SSMH RIM =27.48
CL CHAN 10"
(N S) 8 "(NW) =14.9
IE "C+
IE 12 "C
LANDSCAPE ISLAND
LANDSCAPE ISLAND
LANDSCAPE ISLAND
N.T.S.
N.T.S.
16" PLU
COLUMN
(TYP)
FF =28.8
COLUMN
(TYP)
YD RIM =28.67
IE 8 PVC(W) =26.5
CONC CURB
5;91812
TEL PH'NE
CO. EASEMEN
ASPHALT
N.T.S.
Cr)
C)
P
LLI
FF =28.8
YD R1M =28.64
IE 8 "PVC(W) =26.5
YD RIM =28.65
IE 8 "CI (W) =26.7
RED RIBBON
FF =28.8
FACE OF CURB -7
BACK OF CURB
5'R
1
58'
LAND CAPE
ASPHALT
R MA
XISTITCH NG
4 . LE
reAlk
5R 1'R
6.65'
FF =28.8
CB RIM =27.73
IE 24 "CONC(E) =20.8
IE 18 "CONC(S) =20.8
NOTE: UNABLE TO DETERMINE
IF PIPE TAPERS (E) TO 12" DIAMETER.
Know what's below.
CaII before you dig.
JC PENNEY
FF =28.8
BIKE RACK
BRICK
COLUMN
FF=28.8
BRICK
COLUMN
11" PLU
CB"17IM =23.19
IE 12 "CONt(W) =16.3 METER BOX
IE 12 "CONC E) =16.3
10" OA
F CURB -7
F CURB
FACE
BACK
F CURB
F CURB
1.8f
LANDS APE
C<
5" DEC
LANDSCAPE ISLAND
N.T.S.
LANDSCAPE ISLAND
N.T.S.
SDM RIM =27.57
IE 1; "CONC(N) =20.6
IE 1; CONC(E) =20.4
IE 12i CONC(S) =20.7
R = 4.1
IE 15 "CONC(W) =16.7
IE 24 "CONC(E) =15.7 C�
IE 12 "CONC(S) =18.9
r
V
•-.) L./
30
GRAS
F CE of CURB -7
B CK F CURB
FACE r CURB
BAC `. CURB
BUG
FF =28.8
FF =28.8
FF =28.8
UTILITY VAULT
ASPHALT
1
.CONC CURB s\
10' UTILITY EASEMENT
A F.N' . 5,999 00 ' ND
7.901070
(11 NEW LOT A
j
.11 , "4a 7
tZp
SM' R
iE #
16" PL
3 °PLUM
/ 1 RO ENTS
2a 061)000339
LANDSCAPE ISLAND
1
ASPHALT
N.T.S.
1
I L NDS APE
V)EWED FO
CODE COMPLIAN E
Aoto pp
X1'4 2010 eo
City of Tukvvila
LANDSCAPE ISLAND
FACE
BACK
F CURB -
F CURB
1.82'
BUILDING DIminru
N.T.S.
1'R
MATCH
EXISTING
ANGLE
90•
8.23'
•
n
CO 1'R
EIV D
CITY REC OF TU WILA
JUN 5 0 2010
PERMIT CENTER
LANDSCAPE ISLAND LANDSCAPE ISLAND.
N.T.S. VISION N0.1 ors
."7 i -.. .1 s T+'., S r- . P. r,. . S. i 3",+ Z x 9 s: p '�'. �2 a%
... - - ..,...... z -':a, w <..- a_:... / ss.. ..c.i..;.h:ro...z lx..s.s sr .r.....,..... ..<.. <-r .n. .
......- ss,. „_..s....- .. .L_......: u,.. ;<..�..u....':�..: <.>c. .'.._.':.r.....>._...- <a...>G )w.: .... ✓, v.,.+.::., r,:... »�...:... /. 7 c�.... w- s. ......:._..�.>. «...<. ✓.r..:.... . <'>u...r _....�..,z .�:.� ..u.._. ... �. .r. ....r .,_ ..,✓..., n+.....,. _x.....c.._.4�.._?rr..- ....�. <. �.r.,.4..<.- ...ca,.. ,wc v...<�.,..a�..........n....<oa ...... ,.....- ...- ...✓a,... ._....
Date
6 -28 -2010 PACLAND
n..
PERMIT SUBMITTAL
6 -15 -2010
PERMIT
1505 Westlake Ave. N.
Suite 305
G . . /b Seattle, WA 98109
T (206) 522 -9510
F (206) 522 -8344
WWW.PACLAND.COM
LANDSCAPE REVISIONS
SOUTHCENTER MALL
TUKWILA, WASHINGTON
tkov4b1r7
LANDSCAPE ISLAND DETAILS
■
■
C -1.1
Plotted: Apr 21, 2008 — 12:38pm
8 -'BLUE STAR' JUNIPER
(2 LOOS. )
5- 13EARBERRY
COTON ASTER
7 ' ► AGIC CARP
SPIREA (2 LO
1 -'BAY BREEZE'
R1 -1A-P IDLE -PI
//////////
GREENSPI
LINDEN
5 -BEARS RRY
COTON STER
7 'SOFT TOUCH' HOLLY
(2 LOCS.
7 'MAGIC CARPET'
SPIREA (2 LOCS.)
- 'GREENSPI ' E' LINDEN
EXLCAN
FEA HER GRAS
3 -'M AIRY'
FOTHI'GI LLA
1
1
1
1
11
/ ,
1
1
1
1
1
1
1
1
1
8 'BLUE STAR' JUNIPER
(2 LOCS. )
1- ATSURA T°EE
- BEARBER-
COTONEAS ►ER
2 'MAGI
CARPE ' SPIREA
3 ' TELLA D'0-0'
D• LILY
-'SAY BRED E'
RHAPHIOL IS
- KATSURA TREE
1 XI CAN
FED ER- GR-ASS
VIEW A
4 'BLUE STAR' JUNIPER
(2 LOCS. )
3- 13 EARBERRY
COTON EASTER
'GREENS-IRE' LINDE
1 'BAY BREE
R • PHIOLEPIS
2 'S LLA D'ORO
DAYLI L
3 -'MAGI CARPET' S °IREA
4 'MAGIC CARPET'
IREA (2 LVCS.)
5 'SOFT TOUCH' HOLLY
1 MEXIC •
FEATH GRASS
UE STAR U IPER
- 'GREENSPI r E LINDEN
4- BEARBERRY
COTON EAST ER
2 'MAC C CARPET' PIREA
1 KATSUR• TREE
'BAY BRE = E'
R • PHIOLEPIS
DAYLI . Y
3 -BEAR ERRY
COTON EA TER
10 -DWARF H
S W EETBOX
MALAYAN
-'BLUE STA'' JUNIPER
5- EVERGRE IEN CLEMATIS
EXCAVATE PLANTER TO 18" DEPTH, DISPOSE MATERIAL
OFF -SATE AND BACKFILL WITH AMENDED TOPSOIL.
T BOG VENT
4 'MAGIC CARPET'
EA (2 LOGS. )
o_
c_-`. -
1 KATS CA URA TREE'
MEXI
FEATHER �'AS'
IRE HYDRANT
VIEW B
Pe/m alb ThAta5 Pr feel, ffro
o-
� b
VIEW A a 1
777
A
a
VIEW B
VIEW C , o-
�� � \, \ \, \ \,q, \ \\
e►
e►
a
<r
t)
0
0
z
<1
KEY PLAN
N TS
SkEET NOTES
1.
Refer to details and specifications sheet L -3
for additional information.
2. No plant substitutions shall be permitted without
prior approval of Landscape Architect /Owner.
3. All work shall be performed to the satisfaction
of the Landscape Architect /Owner.
4. Plant list quantities are shown for reference
only. Contractor is responsible for verifying all
quantities in list with actual plan call —outs, and
installing plantings per the landscape plan.
Groundcover quantities shall be adjusted as
required for field conditions at the specified
spacing.
5. All plants must be approved by Landscape
Architect or Owner's representative prior to
installation.
5- 'MAGIC CARPET'
SPIREA (2 LOCS.)
5- BEAR5ERRY
COTON ST ER
- 'BLUE " AR' JUNIPE
2_LOCS )_
EENSPIRE LINDEN
1 'BA BREEZE'
RHAPHI LEPIS
3 'STELLA ORO'
AYLI LY
2 'SLUE STAR' JUNIPER
q 'SOFT TOUCH' HOLLY
( LOGS. )
2 'MT. Al
FOTHER LA
1 MEX AN
FEA ER-GRASS
REENSPIRE' LINDEN
'MAGIC CQ,RPET' SPUR' A
VIEW C
REVISION N0:1
b10`11`1
i3l06/pW'// /1
REVIEWED FOR
CODE COMPLIANCE
riVE
JUL 14 2U10
City of Tukwila
BUILDING niviSinM
ST
WAS
REG
LANDSCA
TE OF
TON
RED
RCHITECT
Cer
ander
No. 405
RECEIVED
ITY DF TIIKWILA
JUN ',)02010
N OR T
0 10'
SCALE:
20'
1 "= 10 -0"
30'
N
♦'
0
-0
c
0
>
a)
L
O
c
10 -0601
job no.
RK
drawn
TLG /JBG
checked
0
03
o�N
0
w
0
0
H
IOW
Architecture Site Planning
lympia, WA 98506
www.glanderassociates.com
LAI
sheet
L 1
of 3
Plotted: Aor 21 2008 — 12:38em
/
OPERATION /PRESSURE
INDICATOR STAKE - SEE
DETAIL AND EQUIPMENT
LIST SWEET L -3 FOR
MORE INFORMATION.
0
0
0
•
•
3/411
r,
OrO��rb
00
0
0
•
•
1.1 GPM
161 SF.
11'2" SL.
==>
000.0• 3/411
0 0
0001•
•
0 0 O °
0
•
Plan is diagrammatic. Place all
pipe, laterals and wire in
landscape beds where appropriate.
0
•
SAN CUT EXISTING
ASPHALT. BACKFILL
SLEEVED PIPE PER
DETAIL TI-119 SWEET.
(TYP.)
0
0
0
0
1.0 GPM
152 SF.
11/2" SL.
0.7 GPM/
100 SF.
SAN CUT EXISTING
ASPHALT. SACKFI LL
SLEEVED PIPE PER
DETAIL THIS SWEET.
(TYP.)
VIEW A
11
0.5 GPM
75 SF.
0
Plan is diagrammatic. Place all
pipe, laterals and wire in
landscape beds where appropriate.
SAN CUT EXISTING
ASPHALT. BACKFILL
SLEEVED PIPE PER
DETAIL T1-119 SHEET.
(TYP.)
1'12' 1 SL.
0
0.2 GPM
31 SF.
S1-IF E T NOTES
1. See equipment list, details and specifications sheet L -3
for additional information.
2. Plan is diagrammatic. All piping, laterals, and wire to
be located in bed or lawn areas where appropriate.
3. Pipe sizes are to remain constant between pipe size
call —outs.
4. All irrigation heads located in lawn areas shall be 4"
pop —ups and heads in shrub areas shall be 12"
pop —ups.
5. Locate all mainlines within the project limits.
6. All work shall be performed to the satisfaction of the
Landscape Architect /Owner.
ASPHALT WITH EMULSIFIED
ASPHALT IN SEAL. MATCH
SURROUNDING ASPHALT DEPTH.
FINISH GRADE
EXISTING ASPHALT
. /Al* ,.
- ► 4`` :':.:
474,1,04ArGo
yrt 0.
wotSpliz
r.o..-10
%" MINUS
CRUSHED GRAVEL
6" MIN
CLEAN SAND
6" MIN
CLEAN SAND
11
EXISTING
SUBGRADE
6" MIN CLEAN SAND
PVC IRRIGATION
PIPE IN SLEEVE
6" MIN CLEAN SAND
PIPE UNDER EXISTING PAVED AREAS
0.3 GPM
41 SF.
NEN CONTROLLER
MOUNTED TO EASTERN
ALCOVE HALL. GENERAL
CONTRACTOR SHALL
PROVIDE POWER AND
CONDUIT TO NEAREST
LANDSCAPE BED.
3/411
0.5 GPM
75 SF.
///
611 Si_
0.1 GPM
16 SF.
SAN CUT EXISTING
ASPHALT. BACKFILL
SLEEVED PIPE PER
DETAIL THIS SHEET.
(TYP.)
11,211 SL.
6.c1 GPM
J
1
■
■
3/411
x
PEAT BOG VENT
Fl E HYDRANT
/411
II(
3411
0.6 GPM
EA SF.
\/
11/211 L.
P.O.C. CO EXISTING
MAINLINE. LANDSCAPE \ /
CONTRACTOR SHALL
FIELD VERIFY SIZE AND
PRESSURE AND NOTIFY
LANDSCAPE ARCHITECT
IF PRESSURE IS LESS
THAN 30 PSI.
/
VIEW B
NTS
//
VIEW A
U
0
0
LJ
(V/
O// ///
..11111111 //b
VIEW B
Tukwila n
i 110 \\ \ \ \ \ \ \\4
VIEW C , a
11 ®��.j�� / / / / / / / / / //)
II \ \ \ \ \ \ \`N, \ \ \ \ \ \ \\
r=-
0
(
•
KEY PLAN
NTS
City of
Plan is diagrammatic. Place all
pipe, laterals and wire in
landscape beds where appropriate.
OPERATION /PRESSURE
INDICATOR STAKE - SEE
DETAIL AND EQUIPMENT
LIST SHEET L -3 FOR
MORE INFORMATION.
3/411
11/2" SL.
000
0 °0
0
0
0
0
0
•
•
•
Al
11
0.8 GPM
113 SF.
11/2 " SL.
11
SAN CUT EXISTING
ASPHALT. BACKFILL
SLEEVED PIPE PER
DETAIL TI-119 SWEET.
(TYP.)
0.1 GPM
20 SF.
11
0.3 GPM
52 SF.
VIEW C
REV1SIOMNO __ 1_
bk0 tt7
�Y Tukwila
REVIEWED FOR
CODE COMPLIANCE
APO ii nvED
JUL 14 2010
�
ST
WA
RE
LANDSCA
J_cIT\RLA
BUILDING nniicinm u JUN 5 0 2010
N O R T� pERMITCENTER
TE OF
GTON
RED
ARCHITECT
Glander
e No. 405
10'
SCALE:
20' 30'
1"=1 C-0"
N
0
V
c
0
a)
L.
O
c
10 -0601
job no.
RK
drawn
TLG /JBG
checked
06/28/10
date
W
1111.
0\
ture Site Planning
www.glanderassociates.com
Landscape Architect
Avenue E. Olympia, WA 98506
ph. (360) 357 -6972
fx. (360) 786 -8073
N
sheet
L -2
of 3
s
a
END -FEED LAYOUT
MANUAL DRAIN VALVE (TYP.) -
INSTALL AT EXHAUST HEADER LOW
POINT(S) IN EACH SUB -ZONE
DRIPLINE - EVENLY SPACED
(SEE EQUIPMENT LIST)
COMPRESSION TEE
4-k--- SCH 40 PVC MAINLINE
REMOTE CONTROL
VALVE WITH FILTER
CENTER -FEED LAYOUT
CLASS 200 PVC LATERAL (SIZE PER PLAN)
SUB -ZONE PERIMETER
PERIMETER LATERALS 2" TO 4"
FROM SUB -ZONE PERIMETER (TYP.)
PVC LATERAL TO CENTER- /END -FEED
CONNECTIONS (SEE DETAIL)
PVC ELL
PVC SUPPLY HEADER
DRIPLINE
3'4" PVC EXHAUST HEADER (TYP.)
NOTE:
1. Driplines shall be installed perpendicular to slopes.
2. In the upper % of slopes, space driplines at spacing indicated in equipment list. In the
lower )5 of slopes, increase distance between rows by 25 %.
3. If elevation change in a zone is over 4i feet, landscape contractor shall either:
a) Split the slope into separate zones, or
b) Install in -line check valves for every 4) feet of elevation change.
DRIPLINE SUB -ZONE LAYOUT
2" BARK MULCH
2" BELOW MULCH
FINISH GRADE
POLY COMPRESSION TEE
NTS
6" VALVE BOX
(INSTALL PER SPECS)
BLANK DRIPUNE TUBING
3/4" GRAVEL SUMP
(1 CUBIC FOOT)
MANUAL DRAIN VALVE
DRIPUNE EXHAUST HEADER
MANUAL DRAIN VALVE
BRICK SUPPORTS
(THREE)
FOR DRIPPERLINE
DRIPLINE EMITTER TUBING (TYP.)
- SEE EQUIPMENT LIST
BLANK DRIPLINE TUBING
DRIPLINE 3/4"
MALE ADAPTER
PVC SUPPLY HEADER
W/ PVC FITTING
LATERAL TO CENTER - /END -FEED DRIPLINE CONNECTIONS
PVC EXHAUST HEADER
W/ PVC FITTING
FINISH GRADE
6" LOCKABLE
VALVE BOX
CONNECT TUBING
TO TECHLINE
1"
BRICK SUPPORTS
(THREE)
•
INSTALL PEA GRAVEL SUMP
(APPROX. 6" DEPTH) •
o
rd
OPERATION /PRESSURE INDICATOR STAKE
NTS
QUICK COUPLER
FINISH GRADE
LOCKABLE
VALVE BOX
2- STAINLESS
STEEL WORM -
GEAR CLAMPS
NTS
CURB OR
EDGE (TYP.)
SCH. 80 PVC NIPPLE
LENGTH AS REQUIRED
SCH. 40 PVC COUPLING
SCH. 80 PVC NIPPLE
SCH. 40 PVC ELBOW
2 -SCH. 40 PVC 90°
STREET ELLS
1/2" DIAMETER STEEL
ROD - 30" LENGTH
SCH. 40 PVC
MAINLINE FITTING
SCH. 80 PVC NIP.
QUICK COUPLER VALVE
NTS
NTS
NOTE:
ALL WIRES TO BE INSTALLED AS PER LOCAL
CODES. NO "IN -UNE" WIRE SPLICES ALLOWED.
TAPE AND BUNDLE WIRES EVERY 20 FEET.
PROVIDE EXPANSION COILS AT EACH VALVE -
WRAPPING WIRE AROUND 1/2" PIPE 15 TIMES.
ALL THREADED CONNECTIONS SHALL BE MADE
WITH TEFLON TAPE.
6" MIN. -
CLEARANCE
SCH. 80 PVC NIPPLE
SCH. 40 PVC & FITTING
REMOTE CONTROL
VALVE W/ PRV
12" x 18" VALVE BOX
PVC SCH 80 COUPLER
150 MESH SELF- CLEANING
BACKFLUSH FILTER
ADJUST EQUIPMENT TO
PROVIDE 2" MINIMUM CLEAR
SCH. 80 PVC NIPPLE,
LENGTH AS REQUIRED CO DEPTH
ARSE GRAVEL
04.0_ 4p coo ql,,q�
SCH. 40 PVC FITTING
\ PVC MAINLINE
DRIP REMOTE CONTROL VALVE
LATERAL PIPE
TO SPRINKLERS
'-BRICK SUPPORT
(1- EA. CORNER)
LANDSCAPE SPECIFICATIONS
1. Refer to details for additional information.
2. Chemically kill and remove from site all existing weeds and vegetation not shown to remain on
plans.
3. Distribute imported sandy loam topsoil (approved by the Landscape Architect) in areas shown
and at depths indicated for crowning and berming of landscape areas, and backfill of retaining
walls (if required). Dotted lines indicate 1' contour intervals. All landscape areas shall receive
topsoil, whether indicated on plans or not, so that finish grades of all shrub beds shall be 2"
below tops of adjacent curbs and pavement, and lawn areas shall be 1 2" below to's of
jacen cures an pavemen ruc Ira 1 areas: Any andscape areas occurring within
r structural fill zones shall have' said structural fill materials excavated to a depth of 12" below
finish grades in shrub areas, and 6" below grade in lawn areas, and replaced with specified
topsoil. Dispose of excavated material off site.
4. Fine grade all landscape beds prior to planting operations.
5. No plant substitutions shall be permitted without prior approval of Landscape Architect /Owner.
6. All plants shall conform to the latest edition of the American Standard for Nursery Stock.
7. All plant materials and plant locations shall be approved by the Landscape Architect prior to
installation. All plants shall be thoroughly watered immediately after planting with Alaska Fish
Fertilizer solution.
8. Root barrier shall be incorporated adjacent and parallel to paving, curb and sidewalk, a minimum of 15 linear
feet (7.5' on either side of trunk), 24" deep, where any tree is within 6' of paving, curb or sidewalk. Root
barrier shall be DeepRoot UB -24 as available from Ewing Irrigation Products, 2901 S Tacoma Way, Tacoma, WA
98409 (253) 476-9530 or approved equal.
9. Soil amendment for soil preparation and planting backfill shall be a screened 5/8" minus
nitrified wood residual compost equal to:
A. "Compost Plus" brand compost as available from South Sound Soils, Tenino WA (360)
273 - 8862.
B. "Groco" brand compost as available from Sawdust Supply Co., Seattle, WA (206)
622 -4321, or Great Western Supply, Olympia, WA. (360) 754 -3722.
C. PREP /LRI compost as available from Randels Sand and Gravel, Inc., Puyallup, WA (253)
537 -6828.
9. Soil Preparation - (all landscape areas). Spread 9 c.y. of specified soil amendment per 1000
s.f. (approx. 3" depth) of area. Spread 100 lbs. /1000 s.f. of dolomite lime (in lawn areas
only), 150 lbs. /1000 s.f. of Agricultural Gypsum and 15 lbs. /1000 s.f. of 16 -8 -8 commercial
fertilizer over soil amendment. Roto -till all of the above to a 6 " -8" depth and grade smooth,
compacting as required and removing all rocks, clods and debris.
10. Backfill mix for all plants shall be a blend of 1/3 existing site soil, 1/3 coarse sand, and 1/3
soil amendment specified in No. 8.
11. Apply Osmocote 18 -6 -12, 9 month slow release fertilizer over the surface of all plant pits at
the following rates:
Trees Over 10' Height
All Shrubs Except 1 Gallons:
Ground Covers:
2 Cups
1/2 Cup
1/4 Cup
Trees Under 10' Height: 1 Cup
1 Gallon Plants: 1/4 Cup
12. Fertilizer tablets for all plants shall be Agriform (20 -10 -5) 21 gram or 10 gram tablets
distributed as follows: All trees: 4 -21 gram tablets, all shrubs (except 1 gallons): 3 -21 gram
tablets, all 1 gallons: 1 -21 gram tablet. Set tablets directly next to rootball.
13. All shrub and ground cover beds shall receive a 2" depth (6 c.y. per 1000 s.f.) of "Fine Grind"
hem /fir bark mulch as top dressing.
14. Apply a granular pre- emergent herbicide to all shrub and groundcover beds at the conclusion
of the maintenance period. Do not use Casaron or Norasac Brands.
15. All work shall be performed to the satisfaction of the Landscape Architect /Owner.
16. All plants shall be guaranteed for one full year from date of project acceptance. All replaced
plants shall be re- guaranteed. All replacements shall be made within 21 days of receiving
written notice from the Owner. Contractor shall not be responsible for plants dying due to
Owner neglect or vandalism, after the maintenance period.
17. Plant list quantities are shown for reference only. Contractor is responsible for verifying all
quantities in list with actual plan call -outs, and installing plantings per the landscape plan.
Groundcover and /or mass shrub quantities shall be adjusted as required for field conditions at
the specified spacing.
18. Final inspection shall occur at the conclusion of a 60 -day maintenance period. Maintenance
period shall commence upon completion of all landscape installation activities and shall include
the following:
A.
B.
C.
D.
Remove all weeds over 1" in height.
Replace dead or unhealthy plants.
Ensure proper function of irrigation system.
Ensure adequate moisture is delivered to all landscape beds including non - irrigated areas.
FINISH GRADE
(INCLUDING BED
MULCH)
WIDTH VARIES
2" ® SHRUB
BEDS, zFEEMItk.
ASPHALT
PAVING
REFER TO PLAN
3" MIN.; REFER TO
PLAN FOR SPECIFIC
* BERM & CROWN HTS.
AM Ali
4IIII1IIIIIIIIM IIIIIIIIIIIIIIIIIIIII
CONCRETE CURB OR
ADJACENT PAVEMENT
NOTE: GENERAL CONTRACTOR SHALL REMOVE
EXCESS ASPHALT PAVEMENT AND SUB-
BASE MATERIAL DOWN TO NATIVE SOIL. "
SUB -BASE
MATERIAL
NATIVE SOIL
TOPSOIL FILL - REFER TO
SPECIFICATIONS FOR SOIL TYPE
PARKING ISLAND PLANTER DETAIL
au
Reek 5l des
mpg-0461A
NTS
NTS
w
1-
SHRUBS /CsROUNpGOVERS
PLANT MATERIAL_ L_ 1ST
QTY.
1 BOTANICAL NAME
KATSURA TREE
1 COMMON NAME
6
1 SIZE 4 SPACING
4
CERCIDIPHYLLUM JAPONICUM
KATSURA TREE
16.'-20' HT., 5' MIN. BRANCH HT.,
545, 3" CAL.
6
TILIA CORDATA 'GREENSPIRE'
'GREENSPIRE' LINDEN
16'-20' HT., 545, 3" CAL.
N
4-,
0
5
CLEMATIS ARMANDII
EVERGREEN CLEMATIS
5 GAL. CONT. - ATTACH VINES
TO WIRE WITH PLANT TIES.
30
COTONEASTER DAMMERI
BEARBERRY COTONEASTER
1 GAL. CONT. 6 2' O.C.
5
FOTHERGILLA MAJOR 'MT. AIRY'
'MT. AIRY' FOTHERGILLA
2 GAL. CONT. 6 21/2' O.C.
14
HEMEROCALL IS 'STELLA D'ORO'
'STELLA D'ORO' DAYL ILY .
1 GAL. CONT. a 21 2' O.C.
35
ILEX CRENATA 'SOFT TOUCH'
'SOFT TOUCH' HOLLY
1 GAL. CONT. 6 2' O.C.
54
JUNIPERUS SQUAT" IATA 'BLUE STAR'
'BLUE STAR' JUNIPER
2 GAL. CONT. 6 2' O.C.
6
NASSELLA TENUISSIMA
MEXICAN FEATHER GRASS
1 GAL. CONT. 6 3' O.C.
5
RHAPHIOLEPIS UMBELLATA 'B4Y BREEZE'
'BAY BREEZE' RHAPHIOLEPIS
5 GAL. CONT. 6 3' O.C.
10
SARCOCOCCA HOOKERANA HUMUS
DWARF HIMALAYAN SWEETBOX
1 GAL. CONT. 6 12" O.C.
35
SPIREA JAPONICA 'MAGIC CARPET'
'MAGIC CARPET' SPIREA
2 GAL. CONT. 6 212' O.C.
IRRIGATION EQUIPMENT L_ (ST
SYMBOL
1 MFR.
1 CATALOG NO.
I DESCRIPTION
AREA FOR SPACING
ADJUSTMENT
f12��
TRIANGULAR SPACING WITHIN
PLANTING BED
IRRIGATION SPECIFICATIONS
1. This plan is diagrammatic; all piping, valves, etc.
shall be installed in shrub beds where possible and
shall follow the plan as close as is practical.
2. Locate all mainlines within the project limits.
3. Pipe sizes are constant between pipe size
call -outs.
4. Refer to details for additional information.
5. All piping and wiring under paved areas shall be
housed in class 200 PVC sleeves installed at a 24"
depth. Size sleeves as needed to accommodate
pipe and wires, unless otherwise specified on
drawing.
6. Contractor shall make field adjustments as needed
to obtain full coverage. Landscape Architect
reserves the right to make nozzle changes as
needed at no additional cost. Adjust head
positions and add or delete heads as needed
depending on actual field conditions.
7. All manual, gate and electrical valves and other
underground equipment shall be housed in Nelson,
Ametek or equal rectangular valve boxes.
8. No in -line wire splices allowed. Supply valve boxes
at all electrical junctions. Tape and bundle wires
every 25 linear feet.
9. Contractor is responsible for complete system
drainage. Install King Bros. 1/2" automatic drain
valves at lateral line low point(s). Install manual
drains at all mainline low point(s) and where
indicated on plan. Contractor shall provide
adjustable check valves on any irrigation head that
experiences low head drainage.
10. All threaded pipe connections shall be made using
Teflon tape wrapped at least three times around
pipe threads.
11. All gate and electric valves shall be installed with
unions on the downstream end of the valve (refer
to details).
12. All pipe shall have a firm uniform bearing for the
entire length of each line, free of rocks or debris.
All trenches containing pipe and /or wires shall be
backfilled with clean topsoil, free of all lumber,
rubbish and rocks over 1" in size, or clean sand if
clean topsoil is not available.
13. Secure Techline dripperline with 6" soil staples
(TLS6) appoximately every 3' plus two at each tee,
elbow or cross.
14. Contractor shall provide owner with one set of
as -built record drawings showing exact actual
locations of all sprinkler equipment. Contractor
shall orient owner with complete system and
controller operations, and winterization procedures.
15. Contractor shall supply and install all equipment
shown on the plans and indicated in the
specifications to achieve proper operation of said
equipment. All equipment installations, electrical
and plumbing connections shall be in conformance
with all applicable codes and ordinances, these
specifications, and the manufacturers
recommendations whether indicated on the
drawings or not.
16. Contractor shall include in his bid one Fall
winterization and one Spring activation of irrigation
system. These activities shall be included as part
of Owner orientation procedures. Any damage to
the irrigation system or the landscape as a result
of failure to comply with these requirements shall
be the sole responsibility of the Contractor.
17. Contractor shall guarantee in writing on his
company letterhead all materials and workmanship
for a period of one full year following acceptance
of system installation.
REVI510N N0;1 tj I O' L 1 1
CONTINUOUS OUTER ROW OF
PLANTS SPACED "X" ON CENTER
AND SET BACK FROM THE
PLANTING BED EDGE 2/3 "X"
2/3 "X"
EDGE OF PLANTING BED
•
SPECIFIED PLANT SPACING = "X"
INDIVIDUAL PLANTS REPRESENTED AS: +
OPA_VVOiadMittrIviv
PLANT SPACING
TAIL
NTS
PLANTING PIT
SHALL BE A
MIN. OF TWICE
THE ROOTBALL
DEPTH
PLANTING PI
SHALL BE A
MINIMUM OF
TWICE THE ROOT -
BALL WIDTH
SHRUB PLANTING DETAIL
MULCH
WATERING B
TREE REMOVAL
4 REPLANT IN&
Per 18.54.130 - Permit Approval Criteria
3. Tree replacement - the site shall be planted with trees to meet
the following minimum requirements:
a. Each existing significant tree removed shall be replaced with
new tree(s), based on the size of the existing tree as shown
below, up to a maximum density of 70 new trees per acre.
Tree replacement ratios
diameter of existing no. of replacement
tree removed trees required
8 - 12 inches 2
1" CHAINLOCK
TREE TIES
REVIEWED FOR
CODE COMPLIANC
PP ninED
SIN BM_ ]. 810
FERTILIZER TABLETS
2 " -6" DEP
PEEL BUR
FROM TOP
ROOT BALL
PLACING SHRUB IN
PLANTING HOLE
(REMOVE COMPLETELY
IF FIBERGLASS OR
TREATED).
BACKFILL SOIL MIX
ity of Tukwila
DING nIVi inni
(CONT., B & B)
NTS
b. Prior to any vegetation removal, the applicant shall
demonstrate through a landscape plan, sensitive area
mitigation plan or other materials required per the
requirements of this chapter that vegetation replacement will
meet the following minimum standards:
(1) Minimum sizes shall be 2.5 -inch caliper for deciduous
trees, 6 to 8 feet in height for evergreen trees, 24
inches in height for shrubs, and lgallon for groundcover.
43"
(2) Replacement plants shall meet current American
Association of Nurserymen Standards for nursery stock;
(3) Planting and maintenance of required replacement
vegetation shall be in accordance with best management
practices for landscaping which ensure the vegetation's
long -term health and survival.
'
•.. 4:4 ..
"'J
rte
1
ROOT -
BALL
DEPTH
24"
MIN.
-R =n =II=
1= 11 =11 =11
PLANTING PIT -
SHALL BE A MINIMUM OF TWICE
THE ROOTBALL WIDTH.
(2)- BVC WOOD TREE
STAKES (8' HT.)
2" MULCH IN BASIN
OP ATER RETENTION
GROUNDCOVER AREAS
ONLY) IN (IN SHRUB AND
FERTILIZER TABLETS
REMOVE BURLAP FROM
TOP 2/3 OF ROOT BALL.
BACKFILL SOIL MIX
NOTES:
1. REMOVE TREATED OR
SYNTHETIC BURLAP COMPLETELY.
2. INSTALL 24" DEPTH ROOT
BARRIER AT THE EDGE OF ANY
PAVING WITHIN, 8• FT. OF TREE
TRUNK. 1.,,c9. GGtv10 {.3 eT(�.�.-
(�
TREE PLANTING AND STAKING DETAIL
RECEIVED
CITY OF TUKWIIA
JUN S02010
PERMIT CENTER
NTS
ST' 7. OF
WAS TON
REGI uRED
LANDSCA" :/ARCHITECT
Via■•
effre
tifica
Glander
e No. 405
° °° °° °° °° °° °°°
o °o °o °o °o °o °o°
NETAFIM
TECHLINE CV
TLCV -6 -12
CONTINUOUS SELF CLEANING DRIPPERLINE WITH CHECK VALVE WITH 12" IN -LINE DRIPPER
SPACING 4 0.6 GPH DRIPPER FLOW. SPACE DRIPPERLINE ROWS 1S" APART.
N
4-,
0
0
B 4 K
10-1 -900 SERIES
BRASS BALL VALVE W/ BRASS UNIONS (MATCH LINE SIZE)
O
RAINBIRD
3RC
3/4" BRASS QUICK COUPLER VALVE
NOT SHOWN
NETAFIM
TLSOV
MANUAL DRAIN VALVE FOR DRIPPERLINE - INSTALL PER DETAIL THIS SHEET
*
NETAFIM
10 -F -01
OPERATION /PRESSURE INDICATOR STAKE (INSTALL IN INDIVIDUAL VALVE BOX PER DETAIL)
NOT SHOWN
TORO
T- ALFD-15150 -L
3/4" PLASTIC "Y" DRIPPER LINE FILTER - INSTALL PER DETAIL THIS SHEET
OI
TORO
P220- 21-04
1" ELECTRIC REMOTE CONTROL VALVE W/ FLOW CONTROL AND EZ -REG PRESSURE
REGULATING VALVE - SET OUTPUT TO 30 PSI
c
TORO
TMC- 212 -OD
4 STATION MODULAR CONTROLLER IN LOCKABLE CABINET
PRESSURE MAINLINE, SCH. 40 PVC PIPE, INSTALL ' 18" DEPTH (24" UNDER PAVED AREAS)
S
LATERAL LINES, CLASS 200 PVC PIPE, INSTALL 6 12" DEPTH (24" UNDER PAVED AREAS)
S
LATERAL LINE SUPPLY HEADER (SIZE PER PLAN), CLASS 200 PVC PIPE, INSTALL 6 12" DEPTH
(INSTALL PER LATERAL TO CENTER - /END -FEED DRIPLINE CONNECTIONS DETAIL)
NOT SHOWN
3/4" EXHAUST HEADER, CLASS 200 PVC PIPE, INSTALL e 12" DEPTH (INSTALL PER LATERAL TO CENTER - /END -FEED DRIPLINE CONNECTIONS DETAIL)
8L. -
CLASS 200 PVC PIPE SLEEVES, INSTALL e 24" DEPTH
NOT SHOWN
14 -AWG DIRECT BURIAL LOW VOLTAGE WIRE, RED = SIGNAL WHITE= COMMON
AREA FOR SPACING
ADJUSTMENT
f12��
TRIANGULAR SPACING WITHIN
PLANTING BED
IRRIGATION SPECIFICATIONS
1. This plan is diagrammatic; all piping, valves, etc.
shall be installed in shrub beds where possible and
shall follow the plan as close as is practical.
2. Locate all mainlines within the project limits.
3. Pipe sizes are constant between pipe size
call -outs.
4. Refer to details for additional information.
5. All piping and wiring under paved areas shall be
housed in class 200 PVC sleeves installed at a 24"
depth. Size sleeves as needed to accommodate
pipe and wires, unless otherwise specified on
drawing.
6. Contractor shall make field adjustments as needed
to obtain full coverage. Landscape Architect
reserves the right to make nozzle changes as
needed at no additional cost. Adjust head
positions and add or delete heads as needed
depending on actual field conditions.
7. All manual, gate and electrical valves and other
underground equipment shall be housed in Nelson,
Ametek or equal rectangular valve boxes.
8. No in -line wire splices allowed. Supply valve boxes
at all electrical junctions. Tape and bundle wires
every 25 linear feet.
9. Contractor is responsible for complete system
drainage. Install King Bros. 1/2" automatic drain
valves at lateral line low point(s). Install manual
drains at all mainline low point(s) and where
indicated on plan. Contractor shall provide
adjustable check valves on any irrigation head that
experiences low head drainage.
10. All threaded pipe connections shall be made using
Teflon tape wrapped at least three times around
pipe threads.
11. All gate and electric valves shall be installed with
unions on the downstream end of the valve (refer
to details).
12. All pipe shall have a firm uniform bearing for the
entire length of each line, free of rocks or debris.
All trenches containing pipe and /or wires shall be
backfilled with clean topsoil, free of all lumber,
rubbish and rocks over 1" in size, or clean sand if
clean topsoil is not available.
13. Secure Techline dripperline with 6" soil staples
(TLS6) appoximately every 3' plus two at each tee,
elbow or cross.
14. Contractor shall provide owner with one set of
as -built record drawings showing exact actual
locations of all sprinkler equipment. Contractor
shall orient owner with complete system and
controller operations, and winterization procedures.
15. Contractor shall supply and install all equipment
shown on the plans and indicated in the
specifications to achieve proper operation of said
equipment. All equipment installations, electrical
and plumbing connections shall be in conformance
with all applicable codes and ordinances, these
specifications, and the manufacturers
recommendations whether indicated on the
drawings or not.
16. Contractor shall include in his bid one Fall
winterization and one Spring activation of irrigation
system. These activities shall be included as part
of Owner orientation procedures. Any damage to
the irrigation system or the landscape as a result
of failure to comply with these requirements shall
be the sole responsibility of the Contractor.
17. Contractor shall guarantee in writing on his
company letterhead all materials and workmanship
for a period of one full year following acceptance
of system installation.
REVI510N N0;1 tj I O' L 1 1
CONTINUOUS OUTER ROW OF
PLANTS SPACED "X" ON CENTER
AND SET BACK FROM THE
PLANTING BED EDGE 2/3 "X"
2/3 "X"
EDGE OF PLANTING BED
•
SPECIFIED PLANT SPACING = "X"
INDIVIDUAL PLANTS REPRESENTED AS: +
OPA_VVOiadMittrIviv
PLANT SPACING
TAIL
NTS
PLANTING PIT
SHALL BE A
MIN. OF TWICE
THE ROOTBALL
DEPTH
PLANTING PI
SHALL BE A
MINIMUM OF
TWICE THE ROOT -
BALL WIDTH
SHRUB PLANTING DETAIL
MULCH
WATERING B
TREE REMOVAL
4 REPLANT IN&
Per 18.54.130 - Permit Approval Criteria
3. Tree replacement - the site shall be planted with trees to meet
the following minimum requirements:
a. Each existing significant tree removed shall be replaced with
new tree(s), based on the size of the existing tree as shown
below, up to a maximum density of 70 new trees per acre.
Tree replacement ratios
diameter of existing no. of replacement
tree removed trees required
8 - 12 inches 2
1" CHAINLOCK
TREE TIES
REVIEWED FOR
CODE COMPLIANC
PP ninED
SIN BM_ ]. 810
FERTILIZER TABLETS
2 " -6" DEP
PEEL BUR
FROM TOP
ROOT BALL
PLACING SHRUB IN
PLANTING HOLE
(REMOVE COMPLETELY
IF FIBERGLASS OR
TREATED).
BACKFILL SOIL MIX
ity of Tukwila
DING nIVi inni
(CONT., B & B)
NTS
b. Prior to any vegetation removal, the applicant shall
demonstrate through a landscape plan, sensitive area
mitigation plan or other materials required per the
requirements of this chapter that vegetation replacement will
meet the following minimum standards:
(1) Minimum sizes shall be 2.5 -inch caliper for deciduous
trees, 6 to 8 feet in height for evergreen trees, 24
inches in height for shrubs, and lgallon for groundcover.
43"
(2) Replacement plants shall meet current American
Association of Nurserymen Standards for nursery stock;
(3) Planting and maintenance of required replacement
vegetation shall be in accordance with best management
practices for landscaping which ensure the vegetation's
long -term health and survival.
'
•.. 4:4 ..
"'J
rte
1
ROOT -
BALL
DEPTH
24"
MIN.
-R =n =II=
1= 11 =11 =11
PLANTING PIT -
SHALL BE A MINIMUM OF TWICE
THE ROOTBALL WIDTH.
(2)- BVC WOOD TREE
STAKES (8' HT.)
2" MULCH IN BASIN
OP ATER RETENTION
GROUNDCOVER AREAS
ONLY) IN (IN SHRUB AND
FERTILIZER TABLETS
REMOVE BURLAP FROM
TOP 2/3 OF ROOT BALL.
BACKFILL SOIL MIX
NOTES:
1. REMOVE TREATED OR
SYNTHETIC BURLAP COMPLETELY.
2. INSTALL 24" DEPTH ROOT
BARRIER AT THE EDGE OF ANY
PAVING WITHIN, 8• FT. OF TREE
TRUNK. 1.,,c9. GGtv10 {.3 eT(�.�.-
(�
TREE PLANTING AND STAKING DETAIL
RECEIVED
CITY OF TUKWIIA
JUN S02010
PERMIT CENTER
NTS
ST' 7. OF
WAS TON
REGI uRED
LANDSCA" :/ARCHITECT
Via■•
effre
tifica
Glander
e No. 405
N
4-,
0
C
0
•N
'5
a)
L
O
C
10 -0601
job no.
RK
drawn
TLG /JBG
checked
06/28/10
date
W
0
0
soul
IIW
0\
Landscape Architecture Site Planning
1821 4th Avenue E. Olympia, WA 98506
ph. (360) 357 -6972
1x. (360) 786 -8073 www.glanderassociates.com
FT
sheet
L -3
of 3
WESTFIELD MALL AT SOUTHCENTER
TENANT IMPROVEMENT
GAS METER ALCOVE MODIFICATIONS
Code Summary
CODE SUMMARY:
IBC 2006 - INCLUDING WASHINGTON STATE AMENDMENTS
FULLY SPRINKLED BUILDING - TO BE SUBMITTED UNDER SEPARATE
PERMIT.
MECHANICAL DESIGN - TO BE SUBMITTED UNDER SEPARATE PERMIT
ELECTRICAL DESIGN - TO BE SUBMITTED UNDER SEPARATE PERMIT
PLUMBING DESIGN - TO BE SUBMITTED UNDER SEPARATE PERMIT.
CIVIL DESIGN - TO BE SUBMITTED UNDER SEPARATE PERMIT.
PERMIT TYPE - TENANT IMPROVEMENT AT EXISTING COVERED MALL
BUILDING
SITE INFOEIMATION:
ADDRESS:
2800 SOUTHCENTER
TUKWILA, WA 98188
TAX PARCEL NUMBER:
262304 -0010
ZONING USE:
TUC - TUKWILA URBAN CENTER
TENANT IMPROVEMENT SUMMARY:
TOTAL SQUARE FEET: 198 SF EXTERIOR GAS ALCOVE
OCCUPANCY GROUP: WESTFIELD MALL - M - COVERED MALL
CONSTRUCTION TYPE: IIB
OCCUPANCY LOAD:
NOT APPLICABLE - NO ADDITIONAL BUILDING SQUARE FOOT ADDED TO
BUILDING. EXTERIOR ALCOVE
EGRESS REQUIREMENTS:
NOT APPLICABLE - HOWEVER GATE IS PROVIDED TO ALCOVE AND IS
41 -011 IN WIDTH THEREFORE MEETING MINIMUM CLEARANCE WIDTH
REQUIRED OF 32".
MINIMUM 3' -0" CLEARANCE 51-1ALL BE PROVIDED AROUND EQUIPMENT IN
ACCORDANCE TO PUGET SOUND ENERGY REQUIREMENTS.
ALL CONSTRUCTION MATERIALS SHALL BE CONSTRUCTED OF
NON - COMBUSTIBLE MATTERIALS.
SEPARATE PERMIT
REQUIRED FOR:
Mechanical
Electrical
Plumbing
Gas Piping
City of Tukwila
BUILDING DIVISION
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,
Separate Permits
THE FOLLOWING ITEMS SHALL BE UNDER SEPARATE PERMIT:
FIRE ALARM, FIRE SPRINKLER, SIGNAGE, MECHANICAL, ELECTRICAL, CIVIL,
LANDSCAPE, AND PLUMING SHALL BE UNDER SEPARATE PERMIT TO BE
SUBMITTED BY CONTRACTOR
General Notes
I. ALL WORK TO BE PERFORMED IN COMPLIANCE WITH ALL APPLICABLE CODES, LAWS AND REGULATIONS OF ALL AUTHORITIES
HAVING JURISDICTION OVER THE WORK
2. CONTRACTOR TO VERIFY ALL DIMENSIONS, PROPERTY LINES, LEASE LINES, MEASUREMENTS AND CONDITIONS IN THE FIELD
BEFORE BEGINNING WORK. ANY DISCREPANCIES, ERRORS OR OMISSIONS TO BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT IMMEDIATELY.
3. THE ARCHITECT WILL HAVE A REPRESENTATIVE ON SITE, AT SCHEDULED MEETINGS AND SITE VISITS TO OBSERVE THE
CONSTRUCTION FOR COMPLIANCE WITH THE DESIGN INTENT AND TO ASSIST THE CONTRACTOR IN RESOLVING VARIATIONS IN THE
EXISTING CONSTRUCTION. THESE DOCUMENTS ADDRESS ALL KNOWN CONDITIONS, BUT IT IS ANTICIPATED THAT HIDDEN
CONDITIONS WILL BE ENCOUNTERED DURING CONSTRUCTION. THE ARCHITECT WILL OBSERVE ALL SUCH HIDDEN CONDITIONS AND
ISSUE CLARIFICATIONS OR MODIFICATIONS OF THE DESIGN TO ADDRESS SUCH CONDITIONS AND WILL DOCUMENT ALL CHANGES.
4. UNLESS OTHERWISE NOTED, ALL ANGLES TO BE RIGHT ANGLES, ALL LINES WHICH APPEAR PARALLEL ARE TO BE PARALLEL, AND
ALL ITEMS WHICH APPEAR CENTERED ARE TO BE CENTERED. CONTRACTOR TO BE RESPONSIBLE FOR MAINTAINING ALL LINES
TRUE, LEVEL, PLUMB AND SQUARE.
5. DETAILED AND /OR LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER GENERAL AND SMALLER SCALE DRAWINGS. POSTED
DIMENSIONS WILL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS.
6. ALL ATTACHMENTS, CONNECTIONS AND FASTENINGS OF ANY NATURE ARE TO BE PROPERLY AND PERMANENTLY SECURED IN
CONFORMANCE WITH THE BEST PRACTICES OF THE BUILDING INDUSTRY. DRAWINGS SHOW ONLY SPECIAL REQUIREMENTS TO ASSIST
THE- CONTRACTOR AND PO NOT SHOW EVERY DETAIL.
1. DETAILS SHOWN IN THESE DRAWINGS ARE TYPICAL AND WILL APPLY UNLESS OTHERWISE NOTED OR SHOWN. DETAILS OF
CONSTRUCTION NOT FULLY SHOWN ARE TO BE OF THE SAME NATURE AS THOSE DRAWN FOR SIMILAR CONDITIONS.
8. CONTRACTOR TO PROTECT EXISTING FURNISHINGS, FIXTURES, EQUIPMENT AND LANDSCAPING FROM DAMAGE. CONTRACTOR TO
FLACE IN KIND ANY SUCH ITEMS DAMAGED, IN ITS ENTIRETY TO LEVEL OF SATISFACTION OF ARCHITECT.
9. CONTRACTOR TO COORDINATE ALL OPERATIONS WITH OWNER, INCLUDING: SITE ACCESS, MATERIALS STORAGE AND STAGING,
INTERRUPTION OF ELECTRICAL AND MECHANICAL SERVICES AND TIMING OF NOISY OR DISRUPTIVE OPERATIONS. CONTRACTOR
TO VERIFY SEQUENCE OF WORK WITH OWNER
10. ALL INTERIOR GOB IS B" TYPE X ON METAL STUDS OR FURRING CHANNELS UNLESS NOTED OTHERWISE, SIZES AS DIMENSIONED ON
PLANS. SEE NOTE FOR WATER RESISTANT GWB.
11. PROVIDE ALL ACCESSIBLE SIGNAGE AS REQUIRED BY LOCAL OR APPLICABLE JURISDICTION.
12. WHERE HVAC OR OTHER MECHANICAL, ELECTRICAL, AND PLUMBING ITEMS PENETRATE PARTITIONS, STUDS SHALL BE BRACED
AND FRAMED TO STRUCTURE AS REQUIRED TO PROVIDE ADEQUATE SUPPORT. ALL PENETRATIONS THROUGH RATED WALLS SHALL
BE SEALED TO PROVIDE FIRE, SMOKE, AND /OR ACOUSTICAL ISOLATION OF SPACES WITH APPROPRIATE FIRE STOP MATERIAL.
13. PROVIDE EXIT ILLUMINATION PER LOCAL CODES.
14. FURNISH AND INSTALL THE FIRE PROTECTION SYSTEM TO ACCOMMODATE THE CONFIGURATION INDICATED ON THE PLANS. COMPLY
WITH ALL GOVERNING ORDINANCES AND LANDLORD CRITERIA. CONTRACTORS SHALL OBTAIN ALL NECESSARY PERMITS.
15• INSTALL FIRE ALARM SYSTEMS TO COMPLY WITH LANDLORD CRITERIA AND LOCAL CODES AS REQUIRED.
16. FIRE SPRINKLER SYSTEM WORK AND FIRE ALARM SYSTEM WORK IS TO BE SUBMITTED UNDER SEPARATE PERMITS.
PLANNING APPROVED .
No changes can be made. to these
plans without approval from the
Planning Division of DCD
Approved By:, k 1,{AIRO
6CAI!
Date:
Scope of Work
SCOPE OF WORK SHALL INCLUDED THE CONSTRUCTION
OF A 198 SF GAS METER ALCOVE ON THE EAST
ELEVATION OF THE EXISTING MALL FOR FUTURE MALL
AND TENANT GAS METERS. THE SCOPE OF WORK SHALL
INCLUDE THE CONSTRUCTION OF A CONCRETE SLAB ON
GRADE, CONCRETE FOUNDATION AND A 8' -0" MASONRY
WALL AROUND THE LOCATION OF FUTURE GAS METERS.
GAS METERS ARE TO BE INSTALLED BY PUGET SOUND
ENERGY.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING
DESIGN BUILD PROFESSIONALS FOR ALL ASSOCIATED
MECHANICAL, ELECTRICAL, CIVIL, FIRE SPRINKLER
LANDSCAPE, AND FIRE ALARM FOR THIS TENANT
IMPROVEMENT.
Drawing Index
ARCHITECTURAL
T1.0
TITLE - COVER SHEET
A1.0
FLOOR PLAN, REFLECTED CEILING PLAN
A1.1
PARTIAL ROOF PLAN, SECTION, AND DETAILS
A2.0
ELEVATIONS AND DETAILS
S1.0
GENERAL NOTES
S1.1
SPECIAL INSPECTION
82.0
PLANS AND DETAILS
Vicinity Map
_.._,,5,154th St
r.53rd Ave S
•
ti
IL_5 152nd Pig
,
.1 11 �-
`t'is is4th st
T S 153rd 5t�
1 'tirukwlfa
Pa
1 Qtl
5151st kk
`°
)j
164th fit
Crystal
Springs;
Park
r St S 159th St
rk •
Slade way
WESTFIELD_
MANAGEMENT
OEEI.CESATE
SOUTHCENTER
167t St , ... 5:166th Ln'
_-
M._. I a
rtkw)ia
Ponid .
Evans_ Black t
Baker Blvd
ti
Strander Blvd
.
Treck Dr
FILE COPY
Permit No. 10 J►11 ,
Plan review approval is subject to errors and omissions.
Approval of construction documents does not authorize
the violation of any adopted code or ordinance. Receipt
of approved Field Copy and co • 'on ' - acknowledged:
By,
Date:
co, •2D. 4 0
City Of Tukwila
BUILDING DIVISION
Project Directory
UJEA SOUTHCENTER, LLC
2800 Southcenter
Seattle, WA 98188
SENIOR GENERAL MANAGER:
ANDREW CIARROCHI
T - 206246.0423
F - 206244.8601
MALL OPERATIONS:
PAT BUMS
T - 206246.0423
F - 206244.8601
C - 206.186,9011
PBURNSGWESTFIELD.COM
ARCHITECT
S.M. STEMPER ARCHITECTS, PLL.C.
4000 DELRIDGE WAY SW, SUITE 200
SEATTLE, WA 98106
CONTACT: WAYNE JOHNSON, PROJECT MANAGER
T - 206.624 -2111
F - 206.624 -2913
waynetlemstemper.com
STRUCTURAL ENGINEER
PSM ENGINEERS, INC.
2200 SIXTH AVENUE, SUITE 601
SEATTLE, WA 98121
CONTACT: MUNI VIMAWALA
T - 206.622.4580
F - 206.622.0422
MUN I V.PSM- ENGINEERS.COM
•
REVIEWED FOR
CODE
APPRIIIVED
COMPLIANCE
JUN 17 2010
Ci
BUILDING
kwila
Ivicint r
t'
Site Plan
ALCOVE LOCATION
mervyns
2 LEVELS
CIA TUKNALA
MAY 0 5 2010
PERMIT CENTER
pio-1v1 •
WeslIle[c[
South center
a33 southant.r Parkway
'Marla, WA., 9elee -2ee9
206 -246 -0423
WESTFIELD DESIGN &
CONSTRUCTION
11601 Wilshire Boulevard, 11th
Floor Los Angeles, California
90025 -1748
Telephone 310 478 4456
Facsimile 310 478 4468
THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS ME PROPERTY OF ME
ARCHITECT AND MAY NOT BE REPRODUCED YAMOUT ME ARCHITECTS
PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S
NAME. ALL DE9CN AND OTHER INFORMATION SHOWN ON THE DRAWNG ARE
FOR VSE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED
OTHERYASE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT
S.M. STEMPER
ARCHITECTS
A Professional Limited Liability Company
4000 DELRIDGE WAY SW
SUITE 200 • SEATTLE, WA 98106
(206) 624 -2777 • FAX (200) 624 -2973
z
0
I-
0
U_
LL
0
w
0
U
w
Cw
0
ISSUE
ISSUE
PERMIT SET
DATE:
MAY 4, 2010
PROJECT ARCHITECT
WEJ
PROJECT MANAGER
WEJ
TITLE - COVER
SHEET
T0.0
SMSA #1022.02
ft
/ / / / /l / / /0/I /l /! // `0, / / / / / / /lUl / /, / /// f/miiU // / / / / / / / / / / / //y
LIGHT BOLLARDS (3)
OWNER RIRNISHED
CONTRACTOR INSTALLED
DEMO TREE AND GRATE
INFILL WITH CONCRETE
TO MATCH EXISTING
LIGHT BOLLARDS (3)
OWNER RIRNISHED
CONTRACTOR INSTALLED
DEMO TREE AND GRATE
INFILL WITH CONCRETE
TO MATCH EXISTING
LIGI4T BOLLARDS (2)
OWNER FURNISHED
CONTRACTOR INSTALLED
1,
4,11 jE
Sri
Pit to
it
l�>
I
(E) UTILI
1
VAULT - eTRileE
AROUND VAULT
d)
X
REVISED PARKING
> STALL STRIPING
AS REQUIRED -
TYPICAL
11
N
LANDSCAPE X
ISLAND - TYPICAL w
RE: LANDSCAPE
PLANS
7
X
w
x
w
a
EXISTING PARKING
TO REMAN
<4 I
TO
DEMO TREE AND GRATE (2)
INFILL WITH CONCRETE
TO MATCH EXISTING
LIGI4T BOLLARDS (2)
OWNER FURNISHED
CONTRACTOR INSTALLED
GAS ALCOVE -
REMAN
TTPICN.
SEE LARGER PLANS
O
K I
X
EXISTING PARKING \ , ;,
TO REMAIN
\ \ \ \ \
\\\
BIKE RACK TO BE REMOVED
AND NEW RACK INSTALLED
SOUTH OF WESTFIELD ENTRANCE
DEMO TREE AND GRATE
INFILL WITH CONCRETE
TO MATCH EXISTING
BIKE RACK TO MATCH
RACKS AT SOUTH SIDE OF
MALL
(E) LANDSCAPE X
= ISLAND - TO BE w
RE- PLANTED
RE: LANDSCAPE
tr
PL
5
//7
N \N\ N
w
I
4>
<
1
;Awl
15" PLUl;a
16" PLUM-
2" OAK
1 n" OAK
4" OAK
4" OAK
10" OAK
8" PLUM
8" PLUM
12" OAK
N :/I
11" PLUM
PLUM
5" DE'
/1:1
0" OAK
CI
10)
12" OAK
12" PLUM_.
15" PLUM --
6" PLUM-
14" PLUM _
OAK
GRASS
GRASS
v
v v v v
REVISED PARKING
STALL STRIPING TO ACCOMMODATE
NEW LANDSCAPE ISLANDS
u
EXISTING PARKING STALL
STRIPING TO REMAIN
.3/4"
LANDSCAPE
ISLAND WITH TREE
AND VEGETATION
RE: LANDSCAPE
I0' -II Inn
6" CONCRETE
CURB ISLAND
RE: CIVIL
TYPICAL LANDSCAPE ISLAND
1/4" = 1' -0"
GENERAL NOTES:
L LANDSCAPE AND CIVIL PLANS SHALL BE SUBMITTED SEPARATELY SHOWING THE DETAILS OF THE LANDSCAPE
ISLAND, DRIVES, MD PLANTING DETAILS.
2. CONTRACTOR SHALL REMOVE EXISTING STRIPING AND REVISE THE STRIPING AS SHOWN TO ACCOMMODATE THE
REQUIRED PARKING STALLS ADJACENT TO EACH LANDSCAPE ISLAND.
3. CONTRACTOR SHALL REMOVE TREES AND GRATES DESIGNATED TO BE REMOVED AND INSTALL MNIMUM 4"
CONCRETE SLAB ON GRADE SIDEWALK INFILL WITH REQUIRED REINFORCING PER CIVIL PLANS. CONCRETE SHALL
MATCH EXISTING CONCRETE SIDEWALK IN FINISH, TEXTURE AND COLOR AS BEST AS POSSIBLE.
4. LANDSCAPE ISLANDS SHALL NOT IMPEDE ON REQUIRED DRIVE WIDTH, PARTICULARLY FIRE LANE NDICATED
ALONG EAST SIDE OF BUILDING.
REVIEWED FOR
CODECOMPLIANCE
JUN 1 7 2010
City of Tukwila
BUILDING ona.inhi
16" PLUM-
1
3 "PLUM
ARCHITECTURAL SITE PLAN
1" = 30' -0"
f
� n
RECEIV D
CITY OF TUKWII.A
JUN 1 Lt 2010
PERMIT CENTER
CORRECTION
LTR#
Pi 0 111
Westilek!
South center
633 Soutoenter Parkway
Tukwila, WA, 9e188 -2888
260 -248 -0423
WESTFIELD DESIGN &
CONSTRUCTION
11601 Wilshire Boulevard, 11th
Floor Los Angeles, Califomia
90025 -1748
Telephone 310 478 4456
Facsimile 310 478 4468
TMs DRANINO IS AN NSIRUUFNT OF SERVICE, IS THE PROPERTY OF THE
ARCHITECT MA MAY NOT BE REPRODUCED YATNWT THE ARCHITECT'S
PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S
NAME. AU. DESIGN AND OTHER INFORMATION SHOYM ON THE °RAYING ARE
FOR USE ON THE SPECIFIED PROJECT CNLY AND SHALL NOT BE USED
OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT
S.M. STEMPER
ARCHITECTS
A Professional Limited Liability Company
4000 DELRIDGE WAY SW
SUITE 200 • SEATTLE, WA 98106
(208) 824 -2777 • FAX (208) 824 -2973
co
oo
OO
Z 0)
U <
Q
0
c
N
ISSUE A6 -11 -10
ISSUE
DATE:
PERMIT SET
MAY 4, 2010
PROJECT ARCHITECT
WEJ
PROJECT MANAGER
WEJ
SITE PLAN
A0.0
SMSA #1022.02
(E) DOOR TO REMAIN
(E) TENANT
DROP BOX
TO REMAIN
(E) EXTERIOR
WALL ASSEMBLY
TO REMAIN
OUTLINE OF SOFFIT ABOVE
(E) DOOR HEAD
TO REMAIN
\ __L.__
''CI l ��
/ \
(E) TREE AND SIDEWALK GRATE
TO BE DEMOLISHED. INFILL WITH
CONCRETE SIDEWALK CONCRETE
SHALL MATCH (E) SIDEWALK N COLOR
AND TEXTURE
♦
--
/ ♦ \ / /
\ / '
/
/
/
1
/
/
/
/
CONCRETE
SLAB ON
RE: STRUC
�I
()
(3-t
(
(E) DRIVE
(E) CONCRETE
CURB TO REMAIN
(E) SIGN TO REMAIN
(E) EXTERIOR
WALL ASSEMBLY
TO REMAIN
12 X 4 X 46 TUBE STEEL
RISER CHASE FOR FUTURE
GAS LINES (TYP. OF 4)
t
R
LANDSCAPE AREA - WITH
PRE -CAST STEM WALL AND
CABLE TRELLIS
(SEE SECTION A1.1)
PLANTS TO BE DETERMINE
BY OWNER
pl
C
OUTLINE OF (E) SOFFIT
(E) RECESSED
LIGI4T FIXTURE TO BE
CHANGED OUT TO NIGH
IMPACT BLAST
RESISTENT FIXTURE
RE: ELECTRICAL
ri
I I
I I
11 1 1 rt-I
11 I I
J
TENANT GAS METERS
AND MANIFOLD
RE: PUGET SOUND ENERGY
TENANT GAS METERS
AND MANIFOLD
RE: PUGET SOUND ENERGY
(E) BIKE RACK TO BE
DEMOLISHED IN ITS
ENTIRETY
EXISTING
GAS RISER
TO REMAIN
—1'
I
r`1 4' -0"
-IC - -_L.
' \
/
IC/ - 1.
1
k
OUTLINE OF SOFFIT ABOVE
NORTH
1/2" = 1' -0"
(E) TREE AND SIDEWALK GRATE
TO BE DEMOLISHED. INFILL WITH
CONCRETE SIDEWALK CONCRETE
SHALL MATCH (E) SIDEWALK IN COLOR
AND TEXTURE
(E) EXTERIOR
WALL ASSEMBLY
TO REMAIN
(E) GAS RISER
TO REMAIN
(E) RECESSED L _ _ J
LIGHT FIXTURE TO BE
CHANGED OUT TO HIGH
IMPACT BLAST
RESISTENT FIXTURE
RE: ELECTRICAL
OUTLINE OF EXIST. SOFFIT
REFLECTED CEILING PLAN
1 /2" = 1' -0"
MASONRY WALL BELOW
(E) SOFFIT TO BE DEMOLISHED
FOR INSTALLATION OF TUBE STEEL CHASE
AND PATCHED TO ORIGINAL CONDITION.
PATCH SHALL MATCH N COLOR, TEXTURE, AND
FINISH.
NOTE:
WALL TYPE 1 (NON- RATED)
CONCRETE MASONRY UNIT
VERTICAL AND HORIZONTAL REBAR
RE: STRUCTURAL
MASONRY CLIPS AT MINIMUM 16" OL.
HORIZONTALLY AND 24" O.C. VERTICALLY.
FULLY ADHERED BUILDING PAPER / LIQUID
APPLIED MOISTURE BARRIER APPLIED TO CMU
VERTICAL REBAR - RE: STRUCTURAL
319 X 8" BRICK VENEER TO MATCH EXISTING
BRICK
ANTI - GRAFFITI / WATER REPELLENT COATING
SHALL BE APPLIED TO EACH SURFACE OF
MASONRY.
WALL TYPE
1" =
1
8' MASONRY STEM WALL BASE
TO MATCH EXISTING BASE
(E) RECESSED
LIGI4T FIXTURE TO BE
CHANGED OUT TO HIGH
IMPACT BLAST
RESISTENT FIXTURE
RE: ELECTRICAL
\/
tSMFORCED CONCRETE
FOUNDATION
RE: STRUCTURAL
REVIEWED FOR
ODE COMPLIANCE
APPROVE'
JUN 17 2010
BRICK VENEER TO MATCH EXISTMCs
WITH MASONRY TIES
FULLY ADHERED BUILDING
PAPER/ LIQUID
APPLIED MEMBRANE TYPICAL -
OVERLAP FLASHING
- GALV. THRU WALL FLASHING
WITH DEEP HOLES 24' OL. TYPICAL.
TOPSOIL / PLANTING BED
AND LANDSCAPING BY OWNER
IsINFORCED CONCRETE
FOUNDATION
RE: STRUCTURAL
DETAIL
1 1/2" = 1' -0"
RECEIVED
CITY OF TUK\MLA
JUN 1 it 2010
PERMIT CENTER
Illestflefif
Southcenter
833 Sou heent.r Powkwr
Voila. WA.. 96188 -7286
206 -248 -0423
WESTFIELD DESIGN &
CONSTRUCTION
11601 Wilshire Boulevard, 11th
Floor Los Angeles, California
90025 -1748
Telephone 310 478 4456
Facsimile 310 478 4468
THIS DRAWING IS AN INSTRUMENT OF SERWCE, IS THE PROPERTY OF NNE
ARCHITECT AND MAY NOT BE REPRODUCED NTTHOUT 1HE ARCHITECTS
PERLISSCN AND UNLESS THE REPRODUCTION CARRIES RE ARCHITECTS
NAME ALL DESIGN AND OTHER HFORMA110N SHORN ON THE DRANK ARE
FOR USE ON 111E SPECIFED PROECT ONLY AND S"ALt NOT BE USED
OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT
S.M. STEMPER
ARCHITECTS
A Professional Limited Liability Company
4000 DELRIDGE WAY SW
SUITE 200 • SEATTLE, WA 98106
(206) 624 -2777 • FAX (208) 624 -2973
ISSUE
ISSUE
DATE:
0
OC
w
0
U
Q J
cc
w
w
2
0
co
W co
I-
Z 0)
w
U <
DQ
O --I
o �
co
N H
6/11/10
A5/24/10
PERMIT SET
MAY 4, 2010
PROJECT ARCHITECT
WEJ
PROJECT MANAGER
WEJ
FLOOR PLAN
AND
RELFECTED
CEILING PLAN
A1.0
SMSA #1022.02
(E) EPDM ROOF MEMBRANE
AND BALLAST TO REMAIN
FUTURE TENANT
GAS PIPES AT
EACH TUBE STEEL CHASE
I' -6"
/)
/A
/A
/,1
J %;1
O LJ;
4
/1
/1
1
/)
/,I
1' 2"
(E) GAS PIPING
TO REMAIN
/
I
— •(" - -�
\
(E) EPDM ROOF MEMBRANE
AND BALLAST TO REMAIN
ROOF MEMBRANE ASSEMBLY TO
BE DEMOLISHED TO ALLOW FOR
INSTALLATION OF TUBE STEEL
AND SUPPORT FRAMING. PATCH
TO WATERTIGHT CONDITION
FF GALV. SHEET METAL
SKIRT FLASHING
RE: DETAIL 2 /AI.I
(TYPICAL - 4 LOCATIONS)
MIN.12 X 4 X 4 TUBE STEEL
CHASE FROM ROOF TO SOFFIT
(TYPICAL - 4 LOCATIONS)
FUTURE TENANT GAS PIPES
AT EACH TUBE STEEL CHASE
ROOF PLAN
1 /2" = 1' -0"
(E) ROOF PARAPET
TO REMAIN
(E) GAS PIPING
TO REMAIN
/
RELOCATED TREE GRATE
AND NEW TREE TO BE
FURNISHED AND INSTALLED
MASONRY WALL BELOW
RELOCATED TREE GRATE
AND NEW TREE TO BE
FURNISHED AND INSTALLED
\ / N.
■
\ / \
\ / `\
\ / \ i
\ 1 \ i'
\ ),
\ / \
/ ..'
1
FUTURE GAS PIPING
BY FUTURE TENANTS
FUTURE TENANT GAS PIPE
6 I
SEALANT AT TOP OF
EPDM MEMBRANE
(E) EPDM MEMBRANE
ASSEMBLY
COVER BOARD
TO MATCH (E)
RIGID NSULATION
d3f&b9ne4
MN. 12 X 4 X 9 TUBE STEEL
CHASE (TYPL OF 4)
FLEXIBLE SEALANT AT TOP CF
RAN SKIRT / STORM COLLAR
FF GALV. SHEET METAL
RAN SKIRT/ STORM COLLAR
SECURED TO TUBE STEEL WITH
PPE CLAMP
FULLY ADHERED EPDM MEMBRANE
FLASHING CONTINUED UP TUBE STEEL
(E) ROCK BALLAST
(E) RIGID NSULATICN
c9 o ft
/
DETAIL
1 1/2" 1' -0"
(E) ROOF MEMBRANE
WITH BALLAST
OVER RIGID INSUL.
TOP OF (E) STEEL
19' -0" (FIELD VERIFY)
(E) METAL ROOF
DECK TO REMAIN
rUTURE TENANT GAS PIPE
UP TO ROOF
MIN. 12 X 4 X 3(6 TUBE STEEL
CHASE (TYP. OF 4)
(E) WALL ASSEMBLY \
STEEL ANGLE - EACH SIDE OF TUBE STEEL
RE: STRUCTURAL
DEMO (E) METAL ROOF DECK AS
REQUIRED TO INSTALL TUBE STEEL CHASE
(E) WALL ASSEMBLY TO REMAIN
(E) PAR'4PAT
TO REMAIN
DEMO (E) ROOF INSULATION,
METAL DECK AND MEMBRANE
ASSEMBLY AS REQUIIRED TO
INSTALL STEEL TUBE
AND SUPPORT STRUCTURE
RE: STRUCTURAL
STEEL ANGLE SUPPORT
RE: STRUCTURAL
(E) WALL FRAMING
AND BRICK VENEER
TO REMAIN
(E) WALL FRAMING
TO REMAIN
STEEL ANGLE SUPPORT
RE: STRUCTURAL
BOTTOM OF (E) SOFFIT
I0' -0"
1/2" WIDE FLEXIBLE
JOINT SEALANT
AT EXISTING WALL
AND NEW WALL TRANSITION
TYPICAL
MIN. CONTINUOUS 12 X 4 X 3/16
TUBE STEEL CHASE
/
DEMO EXIST. SOFFIT ASSEMBLY \\
AND PATCH AS r'
REQUIRED TO INSTALL 1
TUBE STEEL CHASE /
(E) SOFFIT
AND FRAMING
STEEL ANGLE - EACH SIDE OF TUBE STEEL
RE: STRUCTURAL
METAL STUD FRAMING
RE: STRUCTURAL
(E) METAL STUD SOFFIT FRAMING
CONTRACTOR SHALL DEMOLISH AS
REQUIRED TO INSTALL TUBE STEEL
AND SUPPORTS
NG BEAD AND FLEXIBLE SEALANT
TYPICAL ALL AROUND AT EACH PENETRATION
)1" EXTERIOR GM WITH STUCCO
FINISH TOP COAT TO MATCH (E) SOFFIT
1/2" JOINT WITH FLEXIBLE SEALNT
AT SOFFIT / WALL TRANSITION
(E) ERICK VENEER
DETAIL
1 1/2" = 1' -0"
� 1
L
BRICK MASONRY C
FUTURE TENANT GAS PIPING
DOWN TO METERS
NOTES:
I. CONTRACTOR SHALL BRACE AND SHORE EXISTING: WALL ASSEMBLIES, ROOF DECK AS REQUIRED FOR
NSTALLATION aF TUBE STEEL CHASE.
2. CONTRACTOR SHALL DEMOLISH EXISTING SOFFIT FINISH AND FRAMING AS REQUIRED TO INSTALL TUBE
STEEL CHASE FOR FUTURE GAS PIPING. AT COMPLETION OF TUBE STEEL CHASE INSTALLATION, CONTRACTOR
SHALL PATCH SOFFIT TO MATCH EXISTING SOFFIT IN TEXTURE, COLOR AND FINISH AND SEAL WEATHERTIG 4T
ALL AROUND TUBE STEEL CHASE.
3. CONTRACTOR SHALL DEMOLISH EXISTING ROOF DECK AND ROOF ASSEMBLY, INCLUDING BUT NOT LIMITED
TO METAL DECK, VAPOR BARRIER, COVER BOARD, INSULATION, ROOF MEMBRANE, PROTECTION BOARD AND
!BALLAST FOR INSTALLATION OF TUBE STEEL CHASE. At COMPLETION OF INSTALLATION OF TUBE STEEL
CHASE CONTRACTOR SHALL INSTALL AND PATCH ROOF MEMBRANE ASSEMBLY TO MATCH EXISTING
ASSEMBLY IN ACCORDANCE TO MANUFACTURER'S REQUIIR!ENT TO MAINTAN ANY CURRENT ROOF WARRANTY.
4. ROOF PENETRATIONS SHALL NCLUDE RAN SKIRT AND MEMBRANE FLASHING TO PROVIDE A SECURE AND
U EATHTIGHT ASSEMBLY AT EACH PENETRATION.
5. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS, INCLUDING IBUT NOT LIMITED TO FOUNDATION,
ROOF ASSEMBLY, AND SOFFIT CONSTRUCTION. EXISTING TENANT DEMISING WALLS AND FIRE RATED
ASSEMBLIES SHALL BE MAINTAINED THE AND AFTER CONSTRUCTION.
42.0
%%I
\
—J
/
\ \ I 1 1 REINFORCED CONCRETE
1 MASONRY WALL WITH
\\ 1 BRICK VENEER
\\ I I 1 I RE: WALL TYPE
(E) TREE AND GRATE TO
BE RELOCATED BEYOND
(TYPICAL OF 2)
6' -0" NIGH SOMERSET CABLE
SYSTEM
FUTURE
TENANT GAS METERS
BY PSE
UNISTRUT FRAME
BY PSE
FIRST LEVEL FF
01 -01I
071
IIS .II
mitt
6 3/8'
Li•lckt -ice i• -iii- -i�i��i��I•- I••rl•-1•i J7
DEMOLISH EXIST.
LANDSCAPE
AND REPLACE WITH
NEW LANDSCAPING.
TOPSOIL AS REQUIRED FOR
NEW LANDSCAPING MATERIAL
(E) SIDEWALK
TO REMAIN
(E) CURB
AND DRIVE
TO REMAIN
\ 4 I a \\ \\ -I \\ \ \ \ \ \ \ / \ / \ \ / \/
\ �i \ /i,/ \\/// ` \ / /\ / / \ /` \ / / \�j \� / \ \ \�j \ / / \ //\ \�,\ III x 20 PRECAST CONCRETE
.\\,\ A /X \ \ /\\ / \ \ / / \ /�� \/\ / , \� /� /�� /,., , \ /�\ CURB WITH SMOOTH FINISH
MASONRY BASE TO MATCH
/ (E) BASE
CONCRETE FOUNDATION AND STEM
WALL RE: STRUCTURAL
3' -611
SECTION
1/2" = 1' -0"
CONCRETE SLAB WITH GRA
BASE AND VAPOR BARRIER ON GRADE
RE: STRUCTURAL
REVIEWED FOR
CODE COMPLIANCE
APPMVED
JUN 17 2010
City o f Tukwila
BUILDING riniicinhi
RECEIVE[
MAY 25 2010
PERMIT CENTER
Wsule[tf
Southcenter
633 Scathanter Parkway
Tukwila. WA., 98166 -2886
206- 246 -0423
WESTFIELD DESIGN &
CONSTRUCTION
11601 Wilshire Boulevard, 11th
Floor Los Angeles, California
90025 -1748
Telephone 310 478 4456
Facsimile 310 478 4468
THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE
ARCHITECT AND NAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S
PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS
NAME, ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAPING ARE
FOR USE ON THE SPECIFIED PROJECT ONLY AND SMALL NOT BE USED
OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT
S.M. STEMPER
ARCHITECTS
A Professional Limited Liability Company
4000 DELRIDGE WAY SW
SUITE 200 • SEATTLE, WA 98106
(206) 624 -2777 • FAX (206) 624 -2973
ISSUE
ISSUE
DATE:
PERMIT SET
MAY 4, 2010
PROJECT ARCHITECT
WEJ
PROJECT MANAGER
WEJ
PARTIAL
ROOF PLAN
SECTION
AND DETAILS
A1.1
SMSA #1022.02
L
L _,___F- J_ �_ - -1
L_._1 1 T 1 �_L
L�1 i T 1 1 11 , L1 �1 1
1 t_S
_ _.1 T 1 _1 1 ---1- 1 ( r
_1 l�
11 L 1 1 -1 I L l I I. _L I� I T L 1 T-L1 1 i 1 1 1 1 I I 1 1
T ( 1- T 1 ! __i__ L ! 1 I 1 �___I 1 1 1
F 1 - Z-- -j---1 J .i -1 r - 1_-1 1 1 1 -1 -` ' � -- -'--- 1
_ -_ -L _.1T - - -I- [T�- J--T__� I -rTC- �.
-I -i 1` I J 1 I
L 1 1 1~ 7 I T I I- -i T-- 1 1 1 1
T i 1 1 >- 1 >" ! 1 L 1 ___i_ I I 1 1 _,
1__. L__ ._l r _L I._ __.L__ `� - -- -_1 -_ ___1- -L _ TL_ __1 1_ 1 L 1__ ,_
7111----1- �. _ T _ ._�_T I �._ 1
I I -_
1 � [- �- 1� - I T ! �i i"
I F._ __E T_ _ _F- __I._ _L I . _�__ 1 L. �__. I .1 r 1 i
-1 - _ (- 1 - -1- -! 1 - --1-- -U --L- T- _ 1- 1 1 1-- ! 1._
! J L J T 1 T 1 ! ,� -I
1_._ __I_ L l 1�__.i- I_ 1_ L 1 L
-T- _ ! I l ! 1 _r 1-
�f i T- T 1-- {- L 1 T 1 1 T-' - L.I-
1 �7 i 1 1- T --T 1 f (
Nei
1 1_ J _L 1 1 L_ _1 i L _1 I 1_ .I ___1_ J- I �/l
1 T I 1 I _.I I L 1- _I i 1 i 1 I _.__1
_.__I-_ _L_,�?.._ ___.I__ 1__. l_ . 1 _ 1 _.._L > -I. 1 _L__� L_I_ 1 -� J.c �
1 f 1_ L 1_._ 1_._ Z -T J I T 1 _T ! I I 1 1, I
L._ -__L_ I.- _ -C _.1._ _._L_. ___1- _ _.._. 1__,__L.
T J LT- I �I �1 ---T -- 1 T -J _1 _L L 1 1 1 -1 1- 1 i 1 qtr 1 T -1
1- _L_. _L _S _ L_ I L 1- _._1= _-1._ i _ I__ _ 1 _� 1 . -- •1-- •! . L •-∎
I: - L T l 1-- I_ - -T-- -I - - -L -f I 1 1 1 `/
1 7 r�T I_ 1-11 l I LTT LL 11 [ _( t, [ 1 }�I 1 1 1 L
1 1 1 T -I 1 L L F- i- _.._I i t _1 1 1 1 -1 I I_, L
L _L 1 T I T l 1 L 1 r- 1 ! 1 '
L L_.T-1 1 1 T L 1 F- F_ T J r 1 1 �l T L 1 �I 1 i H L__r __.1_t 1 L
1 L 7_1_7 1 1 LL1 7_1 1 1 L 1 1 J 1 1 1 1 it Li 1 1 1 1 1 T
L 1 7 LJ �l 1 I-1 11 i� 1 1_ 1 t 1 ! L 1 1 1 1 1 1 L i -E.-
1 Z
1 1 1_ 1 1 I 1 1_1 I 1-_-_ 1=
[ -1
T_-_.j -T. I
!
I_ 1 r _ 1 1 1 _LL 1- - -1-I _L_
I � 1�� 1 -i i 1 1- 1 i
l I 1� 1 1 I �` L 111_ 1 1 I LJ L I �� L L
T q T- t\ 1 i 1 T___1 L 11 7- J 1 T 1 1 1_T
� j �_ 1 z L 1 L I I 1 1 1 1- 1 L�
rl ! I 1- 1 1 1 1_ -1 i _T ' 1-_ _T --1—
I_I'I I . _ 1
1 -I�4 '1 1 I -�[�
1
i - 1 Z -T
-7-1's
�L I F 1 I L �L�-! � I J
1 I 1 1 1 -T T i T
�rl r 1
1 i '
1 -1 I -'-�: 1 ! _ F _C-1_i I '_
F 1 1 1 1J 1-T L-1 1" 1 -1-I
1 1 1 1 1 1 1 1
1j 1 1 1 J 1; 1 11 1_" -1 L J L 1 1 �i 1-1 l -L
1 T- 1 -1 _
I ! 1 _I__ T i 1 L 1 _L_1._1_ 1 1 7 1
1 I 1_1_ 1 1- T- T- 1 1 -T- I
V I 1_ T- i 1— 1— __ 1 1 -7 1
T T ! 1 J) 1 L 1 13Rici( AP -1 l `L L __L_ I
T 1 ^i 1- 1 L I W A. COYEDD_TOP -EDGEL L -- -1 I._.
!� 1 1I T % � 1 J 1( 1_L 1 L[ 1 1 J 1 L L 1 1_ I
I- I 1 1_ I I-1 -I 1 1 1 i 1 _._1.__
, ,
1 1 LL' 1 LI
1-- �/- ..,'�n i- L �� l 1 I L 1 T
f
1 ( �L- 1 �� 1 L I i 1 T� l l t_
L I t J -L t1 1 I L i ( 1-
I 1 T L_ 1' lr 1 I \J T � 7 ,__H r
1 1 1 1 ! Si 1► �,�J! -[ ! 1 �T 1 i 1 !_ I L
1 1
1 1 1 1 1 1 1 i-I 1± 1 1 I! ! 1 1 I I I If _J_ �7 1 J 1 1 I T
I i ! 1 T 1 I[ ( 1 T- 1 -T
1 1 L_ 1 .1 L _L_ 1 �\ —L
J Z_L. T '_L_ T 1 I 1 _- [__. _G ! . —T ._ L ___l� 1�_ l _ ` 1 1
- I 1 I i--- 1 I 71:11 1 F7r I I I r 11 1 1 11 1 T i —r-
i 1 I ! I �J1 I 1 1 1 12 1 1 1
IN. 1 -X -41X= STEEL VIBE- CHASES -FOR 1 1 1 -1 -I _ L L 1 L .L-LT1 1 1 1 I I J Ti)r 1 1 1 ��1 L
TURF LINlr5 =PIC4t of 4 1- r Ti 1/ ! I_ 1 T 1 1- I. 11 _i_� -1 f 1 T- - L
1 1 _I 1_.. i L 1 _! i I T- 1 L l I ! 1 ^l�_ J _�'_ 1 _` I 1 1 i I 1 �I -\ 1
-1-- - I ! �-1 wTURE T�NAN SAS i.NEer l�P -� 1-1 1 T� 1 1 �Z
�I isi L I J rT1 I �1 � i-Ll L 1% 1 TFaLCFF%�SE TO ROOFLTdP T_
LT 1 TYPIC EAT 41LOC�iT1• r 1 Z L L 1 T )
_I i ! T T L, � r- 1- -T � �T ! i
1 1 1 1 _i____■1 , L_ I _I- 1 L J-J l - i L-1 1-1
�
I L
(E) STONE BAND
i
l
(E)iREE TO BE REMOVED
PER PLAN
I
1(E) BRIt:K1
`LTL �L�__�1-11-1 -!
Tom(
I
�
(E) STONE BAND
1 -1-- —11— - -T -1 __ -L -1- 1- - _t
1 1 I-� 1 1 1 1 C I --I 1
L i 1 1 J E i -T 1 -i -1 1 E L I -ELT-1-1-1
r 1 i 1 i
1_ _. �t_ __L -1 _1_ _ r _ -_ __ -r i _ _ 1 _I__. I. L _ 1
1
�5LL 1 1 - LI_ 1 1 L _1 1 I 1 1 1 - _ . T _ _ _._1 1 _._ I I L I_ _, _ 1 1 1_ 1 L
T 1 1 11 ._ 1 1 _11 1-- -I __ -1- 1 L 1J- L 1 _
T [ L 1 ! T 1 I L 1r 1 -t .� -1- E = L L
I- - -1 - -L .I-.-- 1 - -r 11- -1-- T --E-I 1 - -I -- 1-- T- 1-- [- /-- 1_.L --1 - - 1 ---1 1 -__I I----; 1 1 L
1 E 1 i L__1_11 __I 11 1T 1 r I I L 1 I I `
L
__ _ F _ _ I 1
1 T' T _i__ L I _T 1 1 T L� [- Z 1 L� T- ,__� [- i
(E) DOORTO
TENANT SPACE
i
J'k`) DOOR TO
i TENANT SPACE
J
u
■_I___ ■•__■I ■•1111=1111111111111111111 ■___._I
IMMUNE L'—■ _- --_IIE =_■ _ _ _■ _� —• - -- - -'M _ --- - -. NMI 111M111•11111: 1f
MP] _ X2171117wCt ll<R�!<7�_ESTIV!WIVIC R! ! <9.'�►Z14tR�!c7A�11iR�'<�I��li ? i�!► 1)It�lilA�!<�1.I�Z11lR��!<►1.u1 'mss► WOR'!c►11It�11172 MINI __41
!�1•_i1� 111'��� !' 1!:EC�k9t111l!AIVW. :41 MMIEISIM VAIR4 1,14111rG.WWI &V111IEgR 011 l i NLVV411'WATdi91'1E7! altirms_.'(■
NSW _IMMEI/MR ;► lT, r/ a>• �gI;�Ili1►dm�',r /_1�!��',I /�1.� V LI// 1\ 7i!S 4: 1/ �1 !��:LI /I�7��_:;7i� ►���:,I�,awn % /a��n?Ali//� ►►�V /Sl��`I
tams■IIIIII ' G�-► 1�// ���/// �lIP%- i NMI M %11 WWI I��I:AN /11WiW111111/ %,111111111W411/ AINAWI 111 11 111/Nrir EMIR ■
IIM\1♦1111111111 c of.irawm iiisaw ihMiiszywurainav e Ji0lr &Amor autos , av111I iikunr i /i1/ iat:�P /��'Lt�l
J
L-
SOMERSET CABLE TRELLIS
TYPICAL OF 4 AT 4' -0" O.C.
(E) TREE AND GRATE
+10' -0"
(E) GAS RISER TO
REMAN
EAST ELEVATION
1 /2" = 1' -0"
12 X 4 X 3/I6 STEEL TUBE
PIPE CHASE - PAINT
PIPE EXPOSED TO VIEW
Its B.O. EXST. SOFFIT
10' -0"
FUTURE TENANT GAS
LINES
(E) BRICK VENEER
AND WALL ASSEMBLY
BRICK VENEER
OVER CMU WALL
RE: WALL TYPE
)AI' CONTINUOUS VERTICAL
FLEXIBLE SEALANT
JOINT
FIRST LEVEL FF
0-0"
(E) BRICK VENEER AND
WALL ASSEMBLY
(E) STONE BAND
(E) SOFFIT
CAP WITH
D EDGES
(E) BIKE RACK TO BE REMO
AND RELOCATED TO SOUTH SIDE
OF WESTFIELD ENTRY
CONCRETE STEM WALL AND
LANDSCAPING
■�I ■I ■I ■I ■ ■I ■I ■I ■I ■■ 0161 ■ ■1 ■ •■1 ■1 ■'1111111111
�1
__■•■1
__•■_•
ms_■•_a
_•_•_.1
______
__IIIIM__1
______
_____1
______
• •■•__1
______
__•111=1_1
______
___•■1
__1■1___
• •___•1
____•_
__■•_1
■■____
_1111111_!1_I
_ili■ —___
_■__•1
______
■•__•I
_■_■•_
■__■_I
__■•__
_I
_•____
_____'
•___•II
1—
■._
MIN
WAN
1 NM
■IN
/AM
I.
Ii MN
IVO /A
AN
WAN
GO_
1 •
rinn
RAM
Ilya
11/a
IRMI
A2.0
BENT PLA HASP
WELDED T ' GATE
AND WALL
61
CONCRE = MASONRY STEM
WALL TO ATCH (E) STONE
BAND - ICAL
CONC 1 TE MASONRY STEM
WALL TO MATCH (E) STONE
BAND TYPICAL
(E) STONE BAND
1
(E) FOUNDATION
SOUTH ELEVATION
1/2" = 1' -0"
STEEL BENT PLATE -
TYPICAL AT EACH
JAMB OF GATE
r
I
L J
STEEL GATE (PANTED
- WARM STONE
BY SHERWN WILLIAM ''1032
BRICK CAP
WITH COVED EDGES
(E) BRICK VENEER AND
WALL ASSEMBLY
(E) STONE BAND
(E) SOFFIT
1111111ItWl ■1 ■1■1 ■1■ 111■ 1■ 1■ 1■ 1■ 1■ 1 ■1 ■1 ■1 ■1 ■1 ■1 ■1 ■1 ■1 ■1 ■1 ■1 ■1 ■1 ■1
1_'a___________
_tom___•_■__•__
_I_■___________
rams___■■•__•_
tom___________
1.1__________111111
_►a_____ NMI MIN
_ms__
_I________1•111111___
ra•ms•■■■__•__
■■1•■•__••■■_••
11__■■■______
NMI
_.__■■___•_•_
_I____________
om_•••_•_____
/
12 X 4 X 3/16 STEEL TUBE
PIPE CHASE - PAINT
PIPE EXPOSED TO VIEW
CONCRETE FOUNDATION I
RE: STRUCTURAL
L J
CONCRETE MASONRY STEM
WALL TO MATCH (E) STONE
BAND TYPICAL
NORTH ELEVATION
1/2" =
B.O. EXST. SOFFIT
10' -0"
FUTURE TENANT GAS
LINES
(E) BRICK VENEER
AND WALL ASSEMBLY
BRICK VENEER
OVER REINFORCED CMU WALL REINFORCED CONCRETE
RE: WALL TYPE MASONRY WIT
LIGHT BOLLARD
OWNER RIRNISHED - CONTRACTOR NSTALLED
BRICK VENEER OVER RE NFORGED
CMU WALL TO MATCH (E) BRICK VENEER
SEE WALL TYPE
)5" CONTINUOUS VERTICAL
FLEXIBLE SEALANT
JONT
FIRST LEVEL FF
0' -0"
(E) FOUNDATION
BRICK VENEER
TO MATCH (E) BRI
3' -10 1/2"
1/4" 6" 6" 6" bit 6" $ 1 /4tH
Y/ / / / / I
r-
e
0
GATE ELEVATION
1 /2" = 1' -0"
s
ilr A lj
2' X 9' X V4' PAINTED
BENT PLATE
HEAVY DUTY HINGE
WELDED TO GATE AND FRAME
(TYPICAL OF 4)
GATE DETAIL
*1—•
XY ANCI•IOf25
AT 2' -0" O.C. TYPICAL
S 1/4" 6' 6'
3'-10 1/2"
B.O. EXST. SOFFIT
10' -0"
(E) LINE OF SOFFIT
FIRST LEVEL FF
0' -0"
NOTES:
L GATE IN ITS ENTIRETY, SHALL BE PRIMED AND PANTED 'WARM
STONE' 4'1032 BY SHERWN WILLIAMS.
2. CONTRACTOR 51-1ALL GRIND SMOOTH ALL WELDING SLACK BURRS,
AND NICKS FOR SMOOTH AND OBSTRUCTION FREE GATE N
PREPARATION FOR FINAL PANT COATING.
3. MNIMUM CLEARANCE FOR GRASPING AT HANDLE SHALL BE Ili"
CLEAR
2 x 2 X Y.4' VERTICAL
STEEL ANGLES WELDED TO
TOP AND BOTTOM STILE OF
TUBE STEEL GATE (TYP. OF 5)
2J6" x 2Ji" X Y4" TUBE STEEL
FRAME ALL AROUND
3/4" DIAMETER STEEL HANDLE
WELDED TO TUBE STEEL GATE
HEAVY DUTY STEEL HINGES
(TYPICAL OF 4)
1ST LEVEL SLAB /SIDEWALK
0' -0"
REINFORCED CONCRETE
MASONRY UNIT
EPDXY ANCHORS
AT 2' -0" TYPICAL
REVIEWED FO—R"---
CODE COMPLIANCE
A PPER ED
i 7 2011)
City of Tukwila
BUILDING Divicinm
b(Ott7
,
�I
0 1/4'
21/2 "X21/2 "X1 /4'
TUBE STEEL FRAME - BOTTOM RAIL
1 1 /2" = 1' -0"
2X2X1/4'
VERTICAL STEEL ANGLES
WELDED TO TUBE STEEL FRAME
(TYPICAL OF 5)
VZ' GAP
BUILDING PAPER
FULLY ADHERED TO
MASONRY
BRIO: VENEER
TO MATCH (E) BRICK
X S. X 1/4' PAINTED BENT PLATE
2 I/2" X 2 1/2' X I/4" TUBE STEEL
FRAME
3/4" DIAM. STEEL HANDLE
UELDED TO TUBE STEEL GATE
RECEIVED
CITY OF TU KIM LA
JUN 1 £t 2010
PERMIT CENTER
Wesiliek!
Sou th center
633 Southcantr Parkway
TUkNq WA.. 98188 -2886
200- 246 -0423
WESTFIELD DESIGN &
CONSTRUCTION
11601 Wilshire Boulevard, 11th
Floor Los Angeles, California
90025 -1748
Telephone 310 478 4456
Facsimile 310 478 4468
THIS DRAWING IS AN INSTRIAIENT OF SERVICE. IS THE PROPERTY CF THE
ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S
PERNISSCN AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS
NAME ALL DESIGN AND OTHER HNFORMANON SHOWN ON 1W DRAWING ARE
FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED
OTHERWISE VATHOUT WRITTEN PERMISSION FROM THE ARCHITECT
S.M. STEMPER
ARCHITECTS
A Professional Limited Liability Company
4000 DELRIDGE WAY SW
SUITE 200 • SEATTLE, WA 98106
(208) 824 -2777 • FAX (206) 824 -2973
ISSUE
z
0
i-
<
U
LL
0
0
2
W
0
U
-J
W
CW
BOO
W CO
Z 0)
W
U <
D .4C-
0
O
00
CV E-
'\6/11/10
A5/24/10
ISSUE
PERMIT SET
DATE:
MAY 4, 2010
PROJECT ARCHITECT
WEJ
PROJECT MANAGER
WEJ
ELEVATIONS
AND DETAILS
A2.0
SMSA #1022.02
-r
'�1
1 - r�J;
-r
Tr
T
I
1
� 1
1 i
-1
i
� T
I
-L
L I
1
1
I I
1
1
t 1
1
i
1
I
1
i
I
I
I
r
1 J
T 1
,�/ --��
7
i�
1!
1'
11
1
-1
r
1
1-
1
,J^_
1 ,_!
I,� 1 .....
L....
_1
1
I
II
I
' T
1
�5LL 1 1 - LI_ 1 1 L _1 1 I 1 1 1 - _ . T _ _ _._1 1 _._ I I L I_ _, _ 1 1 1_ 1 L
T 1 1 11 ._ 1 1 _11 1-- -I __ -1- 1 L 1J- L 1 _
T [ L 1 ! T 1 I L 1r 1 -t .� -1- E = L L
I- - -1 - -L .I-.-- 1 - -r 11- -1-- T --E-I 1 - -I -- 1-- T- 1-- [- /-- 1_.L --1 - - 1 ---1 1 -__I I----; 1 1 L
1 E 1 i L__1_11 __I 11 1T 1 r I I L 1 I I `
L
__ _ F _ _ I 1
1 T' T _i__ L I _T 1 1 T L� [- Z 1 L� T- ,__� [- i
(E) DOORTO
TENANT SPACE
i
J'k`) DOOR TO
i TENANT SPACE
J
u
■_I___ ■•__■I ■•1111=1111111111111111111 ■___._I
IMMUNE L'—■ _- --_IIE =_■ _ _ _■ _� —• - -- - -'M _ --- - -. NMI 111M111•11111: 1f
MP] _ X2171117wCt ll<R�!<7�_ESTIV!WIVIC R! ! <9.'�►Z14tR�!c7A�11iR�'<�I��li ? i�!► 1)It�lilA�!<�1.I�Z11lR��!<►1.u1 'mss► WOR'!c►11It�11172 MINI __41
!�1•_i1� 111'��� !' 1!:EC�k9t111l!AIVW. :41 MMIEISIM VAIR4 1,14111rG.WWI &V111IEgR 011 l i NLVV411'WATdi91'1E7! altirms_.'(■
NSW _IMMEI/MR ;► lT, r/ a>• �gI;�Ili1►dm�',r /_1�!��',I /�1.� V LI// 1\ 7i!S 4: 1/ �1 !��:LI /I�7��_:;7i� ►���:,I�,awn % /a��n?Ali//� ►►�V /Sl��`I
tams■IIIIII ' G�-► 1�// ���/// �lIP%- i NMI M %11 WWI I��I:AN /11WiW111111/ %,111111111W411/ AINAWI 111 11 111/Nrir EMIR ■
IIM\1♦1111111111 c of.irawm iiisaw ihMiiszywurainav e Ji0lr &Amor autos , av111I iikunr i /i1/ iat:�P /��'Lt�l
J
L-
SOMERSET CABLE TRELLIS
TYPICAL OF 4 AT 4' -0" O.C.
(E) TREE AND GRATE
+10' -0"
(E) GAS RISER TO
REMAN
EAST ELEVATION
1 /2" = 1' -0"
12 X 4 X 3/I6 STEEL TUBE
PIPE CHASE - PAINT
PIPE EXPOSED TO VIEW
Its B.O. EXST. SOFFIT
10' -0"
FUTURE TENANT GAS
LINES
(E) BRICK VENEER
AND WALL ASSEMBLY
BRICK VENEER
OVER CMU WALL
RE: WALL TYPE
)AI' CONTINUOUS VERTICAL
FLEXIBLE SEALANT
JOINT
FIRST LEVEL FF
0-0"
(E) BRICK VENEER AND
WALL ASSEMBLY
(E) STONE BAND
(E) SOFFIT
CAP WITH
D EDGES
(E) BIKE RACK TO BE REMO
AND RELOCATED TO SOUTH SIDE
OF WESTFIELD ENTRY
CONCRETE STEM WALL AND
LANDSCAPING
■�I ■I ■I ■I ■ ■I ■I ■I ■I ■■ 0161 ■ ■1 ■ •■1 ■1 ■'1111111111
�1
__■•■1
__•■_•
ms_■•_a
_•_•_.1
______
__IIIIM__1
______
_____1
______
• •■•__1
______
__•111=1_1
______
___•■1
__1■1___
• •___•1
____•_
__■•_1
■■____
_1111111_!1_I
_ili■ —___
_■__•1
______
■•__•I
_■_■•_
■__■_I
__■•__
_I
_•____
_____'
•___•II
1—
■._
MIN
WAN
1 NM
■IN
/AM
I.
Ii MN
IVO /A
AN
WAN
GO_
1 •
rinn
RAM
Ilya
11/a
IRMI
A2.0
BENT PLA HASP
WELDED T ' GATE
AND WALL
61
CONCRE = MASONRY STEM
WALL TO ATCH (E) STONE
BAND - ICAL
CONC 1 TE MASONRY STEM
WALL TO MATCH (E) STONE
BAND TYPICAL
(E) STONE BAND
1
(E) FOUNDATION
SOUTH ELEVATION
1/2" = 1' -0"
STEEL BENT PLATE -
TYPICAL AT EACH
JAMB OF GATE
r
I
L J
STEEL GATE (PANTED
- WARM STONE
BY SHERWN WILLIAM ''1032
BRICK CAP
WITH COVED EDGES
(E) BRICK VENEER AND
WALL ASSEMBLY
(E) STONE BAND
(E) SOFFIT
1111111ItWl ■1 ■1■1 ■1■ 111■ 1■ 1■ 1■ 1■ 1■ 1 ■1 ■1 ■1 ■1 ■1 ■1 ■1 ■1 ■1 ■1 ■1 ■1 ■1 ■1 ■1
1_'a___________
_tom___•_■__•__
_I_■___________
rams___■■•__•_
tom___________
1.1__________111111
_►a_____ NMI MIN
_ms__
_I________1•111111___
ra•ms•■■■__•__
■■1•■•__••■■_••
11__■■■______
NMI
_.__■■___•_•_
_I____________
om_•••_•_____
/
12 X 4 X 3/16 STEEL TUBE
PIPE CHASE - PAINT
PIPE EXPOSED TO VIEW
CONCRETE FOUNDATION I
RE: STRUCTURAL
L J
CONCRETE MASONRY STEM
WALL TO MATCH (E) STONE
BAND TYPICAL
NORTH ELEVATION
1/2" =
B.O. EXST. SOFFIT
10' -0"
FUTURE TENANT GAS
LINES
(E) BRICK VENEER
AND WALL ASSEMBLY
BRICK VENEER
OVER REINFORCED CMU WALL REINFORCED CONCRETE
RE: WALL TYPE MASONRY WIT
LIGHT BOLLARD
OWNER RIRNISHED - CONTRACTOR NSTALLED
BRICK VENEER OVER RE NFORGED
CMU WALL TO MATCH (E) BRICK VENEER
SEE WALL TYPE
)5" CONTINUOUS VERTICAL
FLEXIBLE SEALANT
JONT
FIRST LEVEL FF
0' -0"
(E) FOUNDATION
BRICK VENEER
TO MATCH (E) BRI
3' -10 1/2"
1/4" 6" 6" 6" bit 6" $ 1 /4tH
Y/ / / / / I
r-
e
0
GATE ELEVATION
1 /2" = 1' -0"
s
ilr A lj
2' X 9' X V4' PAINTED
BENT PLATE
HEAVY DUTY HINGE
WELDED TO GATE AND FRAME
(TYPICAL OF 4)
GATE DETAIL
*1—•
XY ANCI•IOf25
AT 2' -0" O.C. TYPICAL
S 1/4" 6' 6'
3'-10 1/2"
B.O. EXST. SOFFIT
10' -0"
(E) LINE OF SOFFIT
FIRST LEVEL FF
0' -0"
NOTES:
L GATE IN ITS ENTIRETY, SHALL BE PRIMED AND PANTED 'WARM
STONE' 4'1032 BY SHERWN WILLIAMS.
2. CONTRACTOR 51-1ALL GRIND SMOOTH ALL WELDING SLACK BURRS,
AND NICKS FOR SMOOTH AND OBSTRUCTION FREE GATE N
PREPARATION FOR FINAL PANT COATING.
3. MNIMUM CLEARANCE FOR GRASPING AT HANDLE SHALL BE Ili"
CLEAR
2 x 2 X Y.4' VERTICAL
STEEL ANGLES WELDED TO
TOP AND BOTTOM STILE OF
TUBE STEEL GATE (TYP. OF 5)
2J6" x 2Ji" X Y4" TUBE STEEL
FRAME ALL AROUND
3/4" DIAMETER STEEL HANDLE
WELDED TO TUBE STEEL GATE
HEAVY DUTY STEEL HINGES
(TYPICAL OF 4)
1ST LEVEL SLAB /SIDEWALK
0' -0"
REINFORCED CONCRETE
MASONRY UNIT
EPDXY ANCHORS
AT 2' -0" TYPICAL
REVIEWED FO—R"---
CODE COMPLIANCE
A PPER ED
i 7 2011)
City of Tukwila
BUILDING Divicinm
b(Ott7
,
�I
0 1/4'
21/2 "X21/2 "X1 /4'
TUBE STEEL FRAME - BOTTOM RAIL
1 1 /2" = 1' -0"
2X2X1/4'
VERTICAL STEEL ANGLES
WELDED TO TUBE STEEL FRAME
(TYPICAL OF 5)
VZ' GAP
BUILDING PAPER
FULLY ADHERED TO
MASONRY
BRIO: VENEER
TO MATCH (E) BRICK
X S. X 1/4' PAINTED BENT PLATE
2 I/2" X 2 1/2' X I/4" TUBE STEEL
FRAME
3/4" DIAM. STEEL HANDLE
UELDED TO TUBE STEEL GATE
RECEIVED
CITY OF TU KIM LA
JUN 1 £t 2010
PERMIT CENTER
Wesiliek!
Sou th center
633 Southcantr Parkway
TUkNq WA.. 98188 -2886
200- 246 -0423
WESTFIELD DESIGN &
CONSTRUCTION
11601 Wilshire Boulevard, 11th
Floor Los Angeles, California
90025 -1748
Telephone 310 478 4456
Facsimile 310 478 4468
THIS DRAWING IS AN INSTRIAIENT OF SERVICE. IS THE PROPERTY CF THE
ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S
PERNISSCN AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS
NAME ALL DESIGN AND OTHER HNFORMANON SHOWN ON 1W DRAWING ARE
FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED
OTHERWISE VATHOUT WRITTEN PERMISSION FROM THE ARCHITECT
S.M. STEMPER
ARCHITECTS
A Professional Limited Liability Company
4000 DELRIDGE WAY SW
SUITE 200 • SEATTLE, WA 98106
(208) 824 -2777 • FAX (206) 824 -2973
ISSUE
z
0
i-
<
U
LL
0
0
2
W
0
U
-J
W
CW
BOO
W CO
Z 0)
W
U <
D .4C-
0
O
00
CV E-
'\6/11/10
A5/24/10
ISSUE
PERMIT SET
DATE:
MAY 4, 2010
PROJECT ARCHITECT
WEJ
PROJECT MANAGER
WEJ
ELEVATIONS
AND DETAILS
A2.0
SMSA #1022.02
C\RAL \OTES
THE FOLLOWING NOTES APPLY EXCEPT WHERE SHOWN OTHERWISE
CODE International Building Code (IBC) 2006
STRUCTURAL LOADS
WIND LOADS:
EARTHQUAKE LOADS:
Basic wind speed, V3s = 85mph
Wind importance factor, Iw = 1.00
Wind exposure: 'C'
Internal pressure coefficient = 0.18
Kzt =1.0
Seismic Occupancy category II
Seismic importance factor, le = 1.00
Mapped accelerations, Ss = 1.424 S1 = 0.488
Site class = D
Design accelerations, Sds = 0.85 Sd1 = 0.78
Seismic design category: D
SHOP DRAWINGS
Shop drawings shall be submitted for review prior to fabrication. Shop drawing submittals processed by the engineer are not change
orders. The purpose of shop drawing submittals by the contractor is to demonstrate to the engineer that the contractor understands
the design concept, by indicating which material is intended to be furnished and installed, and by detailing the intended fabrication and
installation methods. If deviations, discrepancies, or conflicts between shop drawing submittals and the contract documents are
discovered either prior to or after shop drawing submittals are processed by the engineer, the design drawings and specifications shall
control and shall be followed.
FOUNDATIONS
Maximum soil pressure 2000 psf. Exterior footings shall bear 1' -6" (minimum) below finish grade. All footings to bear on firm
undisturbed earth below organic, surface soils and shall be lowered if suitable soil is not found at elevations shown on drawings.
Backfill to be thoroughly compacted per specifications. provide 2 #5 (minimum) continuous bottom of all walls and footings.
CONCRETE
Footings and foundation walls
Slabs on grade
Masonry poured grout in lintels,
bond beams and cells
MAX WATER /CEMENT RATIO
f'c NON- AIR -ENT AIR -ENT
2500 0.65 0.54
3000 0.58 0.46
2500
0.65
MINIMUM
SACKS /C.Y.
5-1/2*
5 -1/2
0.54 5
1. Air - entraining agent (3% to 6 %) to be used in all concrete flatwork exposed to weather.
*
Can be reduced 1/2 sack /cubic yard if not exposed to weather.
REMARKS
Note 1
Y" max aggregate
REINFORCING STEEL
ASTM A615 grade 60. Reinforcing steel details shall be prepared by an experienced detailer and conform to standard practice outlined
in ACI Report 315. Field welding or tack welding of reinforcing bars is prohibited, except as approved by the Engineer. Any reinforcing
to be welded to be ASTM A706, weldable grade. When approved, welding of reinforcing bars to be per AWS D1.4. • Mechanical splice
devices, if required, shall be ICC approved and shall be submitted to the engineer for approval. Reinforcing bars shall be lap spliced for
tension unless noted otherwise on the drawings. #14 and larger bars shall not be lap spliced.
Lap foundation reinforcing 32 diameters. Other lap lengths per drawings.
Welded Wire Fabric to be ASTM A185. Fabric to be supported on approved chairs.
NOTE:Reinforcing steel not specifically shown shall be assumed typical as similar sections and details where reinforcing is shown.
CONCRETE COVER OF REINFORCING
3"
2"
1 -1/2"
1"
3/4"
Concrete poured against earth.
Formed concrete with earth backfill.
Beams and columns (stirrups, ties), outside face of walls exposed to weather, slabs on moisture barrier.
Walls, inside face.
Formed slabs.
ANCHORAGE TO HARDENED CONCRETE
Where expansion anchors are specified, use "Hilti Kwik Bolt TZ" (reference ICC Report ESR- 1917.)
Where epoxy anchors are specified, use "Hilti HIT -RE 500 -SD" OR "Simpson SET -XP" (reference ICC Report ESR -2322 and ESR- 2508).
Where screw anchors are specified, use "Simpson Titen HD" (reference ICC report ESR- 2713). "Hilti HIT -RE 500 ", " Hilti HY- 150 ", And
"Simpson SET" may not be used, unless specifically pre- approved by the StructuraL Engineer. Use ASTM A193 Grade B7 threaded rod,
unless otherwise noted. Holes must be cleaned of dust and debris and be free of standing water when epoxy is installed. Special
inspection of epoxy anchors is required. Do not cut any reinforcing bars to install anchors. Defective holes shall be filled solid with
epoxy.
For any substitutions to the above, the contractor shall submit to the Structural Engineer manufacturer's literature describing the anchors
and listing ICC approved allowable shear and tension values.
CONCRETE MASONRY
The minimum compressive strength (design strength -f'm) of the concrete masonry shall be 1500psi. Concrete masonry units shall be
medium weight (115 PCF) with a minimum net area compressive strength of 1900psi. All units shall conform to ASTM C55 or C90 and
shall be sampled and tested in accordance with ASTM C140. Only type 'S' mortar shall be used. The mortar shall conform to ASTM C270
and the current IBC. Thickness of the bed joints shall not exceed 5/8 ". The grout shall conform to ASTM C476 and shall have
compressive strength equal to or higher than f'm and shall not be less than 2000psi. The compressive strength of the grout shall be
determined in accordance with ASTM C1019. Where the masonry does not meet the above requirements, the compressive strength of the
masonry shall be determined by the prism test method per the current IBC and ACI530. Masonry construction shall comply with the
provisions of the current IBC and ACI 530 /ASCE 6 /TMS 602. Cells containing reinforcing bars shall be grouted. Bar positioners shall be
used at 4'o.c. for all vertical reinforcement.
Special inspection is required.
Anchor bolt material shall be ASTM A307 or A36 rods. Headed or bent bar anchors may be used. Anchors shall be embedded in fully
grouted cells. Minimum cover shall be 2 �� times anchor diameter. A bent bar anchor shall be hooked around a reinforcing bar and a
reinforcing bar shall be hooked around a headed anchor.
BRICK MASONRY VENEER
Brick masonry veneer anchorage shall meet all requirements of ACI 530 /ASCE 5 /TMS 402 chapter 6. Anchor ties shall be corrosion resistant, and shall
have a minimum thickness of No. 22 gauge (0.03 inches) by 7/8 inch wide or, if of wire, shall be a minimum diameter of W1.7 (0.147 inches) with 2
inch bend extensions. Anchor ties shall extend into the veneer a minimum of 1.5 inches with at least a 5/8 inch mortar cover to outside face. Anchor
ties shall be spaced so as to support not more than 2 square feet of wall area but not more than 32 inches on center horizontally and 18 inches on
center vertically. Horizontal joint reinforcement of ladder or tab type wire shall be provided.
Anchor ties shall have a lip or hook on the extended leg that will engage or enclose a . horizontal joint reinforcement wire of W1.7 diameter or equivalent.
The joint reinforcement shall be continuous with butt splices between ties permitted.
When applied over wood or light gauge stud construction, the studs shall be spaced a maximum of 16 inches on centers and approved paper shall first be
applied over the sheathing or wires between studs. An air space of at least 1 inch must be maintained between the backing and the veneer in which
case temporary spot bedding may be used away from the ties to align the veneer. Spot bedding at the ties shall be of cement mortar entirely
surrounding the ties.
STRUCTURAL STEEL
HSS structural tube to be ASTM A500, grade B, Fy =46 ksi.
All steel except steel embedded in concrete shall be given one shop coat of approved paint.
Welds to be 3/16" minimum continuous fillet, by certified welders using E70xx electrodes.
All welding shall be performed in strict adherence to a written welding procedure specification (WPS) per AWS D1.1. All welding parameters shall be within
the electrode manufacturer's recommendations. Welding procedures shall be submitted to the owner's testing agency for review before starting fabrication
or erections. Copies of the WPS shall be on site and available to all welders and the special inspector.
Anchor bolts embedded in concrete or masonry are ASTM F1554 Grade 36, unless otherwise noted. Use headed anchor bolts, not "J" bolts. Do not
enlarge holes in base plate by burning. Bending of anchor bolts is permitted only with the prior approval from the engineer.
High strength anchor bolts to be ASTM F1554, A354, or ASTM A193 Grade B7, minimum yield strength per drawings. No welding to or bending of high
strength anchor bolts is permitted.
Submit shop drawings prepared by an experienced detailer for review prior to fabrication. Shop drawings to be complete, showing all welds and material
grades. Provide a plan location or detail reference for each shop drawing. For minor steel -to -steel connections of 12" and smaller steel members: If
an explicit connection is not shown on the structural drawings, detailer is to propose a connection similar to the connections on the drawings or per AISC
standard connections. On the shop drawing, cloud the connection and state "verify: Shop drawings not meeting these conditions will be rejected. Review
of shop drawings by the Engineer is for design intent only, and does not include verification of dimensions and quantities. Verification of dimensions and
quantities are the responsibility of the contractor.
Steel Fabricators and Detailers: Base bid to include steel detailer and fabricator time and costs for routine construction questions. Routine construction
questions include dimensional questions and minor framing questions. Routine construction questions are part of the normal construction process, and are
to be included in the base bid.
COLD FORMED STEEL (CFS)
Cold formed carbon or low -alloy steel framing members shall be manufactured by a member of the Steel Stud Manufacturers Association, SSMA, and shall
comply with ICC report ER- 4943P. All material shall be galvanized and conform to ASTM A653. All 12, 14, and 16 gauge (97, 68 and 54 mils thick,
respectively) material shall be Grade 50 (fy= 50 ksi). All 18, 20, 22, and 25 gauge (43, 33, 27 and 18 mils thick, respectively) material shall be Grade
33 (fy = 33 ksi). The design, installation and construction of load- bearing and non load- bearing steel framing shall be in accordance with the current
AISI Specification. Minimum thickness of top & bottom wall track and blocking shall be at least the same gauge as the wall studs attached to it.
COLD FORMED STEEL (CFS) CONNECTORS
Screws shall be self - drilling, thread - cutting tapping screws conforming to SAE J78, with ICC approval. Penetration of screws through joined materials shall
not be less than 3 exposed threads. Maximum screw spacing shall be no greater than 12" oc. Where plans and details specify #8, #10 & #12 screws,
they shall have the following properties:
#8 = 0.164" dia., 12 threads /inch (8 -12)
#10 = 0.190" dia., 16 threads /inch (10 -16)
#12 = 0.216" dia., 14 threads /inch (12 -14)
Welding of CFS framing shall conform to the requirements of AWS D1.3 and shall be performed by a welder certified in accordance with AWS D1.3. Use
E60xx electrodes.
Powder - actuated or low- velocity driven fasteners shall be Hilti "X -DNI" or "DS" connecting CFS to concrete, or Hilti "X -EDNI" or "DS" connecting CFS to
structural steel, unless noted otherwise.
All substitutions shall have the written approval of the engineer of record prior to use.
SCOPE OF STRUCTURAL ENGINEERING SERVICES
The Structural Engineer has performed the structural design and prepared the structural working drawings for this project. The construction must be
performed in strict accordance with the structural drawings. Any deviation from the drawings must be approved in writing by the Structural Engineer.
Errors and /or omissions found on the structural drawings must be brought to the Structural Engineer's attention immediately.
Architectural drawings are the prime contract drawings. Structural drawings shall be used in conjunction with Architectural drawings. Primary structural
elements are dimensioned on the Structural plans and details. The General Contractor shall verify and coordinate dimensions among all drawings. Any
discrepancies, contradictions, or omissions shall be reported to the Architect for resolution prior to proceeding with work or fabrication of the item(s) in
question.
The Structural Engineer is responsible for the design of the primary structural system, except for any components noted above. Responsibility for any
secondary structural and non - structural systems not shown on the structural plans rests with someone other than the Structural Engineer.
The structure shown on these drawings is structurally sound only in its completed form. The Contractor shall provide all necessary bracing to stabilize the
building during construction.
The Structural Engineer is not responsible for, and will not have control of, construction means, methods, techniques, sequences or procedures, or for
safety precautions and programs in connection with the construction work, nor will he be responsible for the Contractor's failure to carry out the
construction work in accordance with the contract documents.
Field measurements and the verification of field dimensions are not part of the Structural Engineer's responsibility. The Contractor must check all
(assumed) existing conditions shown on these drawings for accuracy and notify the Structural Engineer of any discrepancies.
Omissions from the drawings or specifications or the inadvertent mislabeling of details of work which are manifestly necessary to carry out the intent of
the drawings and specifications, or which are customarily performed, shall not relieve the Contractor from performing such omitted or inadvertent mislabeled
details of the work but they shall be performed as if fully and correctly set forth and described in the drawings and specifications.
REVIEWED FOB
CODECOMPLIANCE
AP I+" r�' n Pero
Ji' 17 2010
City of Tukwila
BUILDING Unricrnht
bOt1
CITYO�TUKIMLA
MAY •0 5 2010
PERMIT CENTER
SIRES 01/09/2011
PETERSON S TREHLE ■ LRTINSON, INC.
CONSULTING ENGINEERS
2200 6TH AVE SUITE 601
SEATTLE, WA 98121 -1849
pem ®pexn- engineers. oom
PHONE (206)622 -4680
FAX (208)622 -0422
WstIle[tf
Southcenter
633 Southcenter Parkway
Tukwila, WA., 96188 -2686
206 -246 -0423
WESTFIELD DESIGN &
CONSTRUCTION
11601 Wilshire Boulevard, 11th
Floor Los Angeles, California
90025 -1748
Telephone 310 478 4456
Facsimile 310 478 4468
THIS DRAYVNG IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY CF THE
ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S
PERMISSION M0 UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S
NAME. ALL DESIGN MD O7HER INFORMATION SHOWN ON THE DRAWNG ARE
FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED
OTHERWISE WTHOUT WRITTEN PERMISSION FROM THE ARCHITECT
S.M. STEMPER
ARCHITECTS
A Professional Limited Liability Company
4000 DELRIDGE WAY SW
SUITE 200 • SEATTLE, WA 98108
(206) 824 -2777 • FAX (208) 824 -2973
4220 REGISTERED 1
ARCHITECT
SCOTT M. STEMPER
STATE OF WASHINGTON
ISSUE
ISSUE
DATE:
W
Z 0,
W
0 <
D <
0 J
O
co H
N
PERMIT SET
OCT. 8, 2009
PROJECT ARCHITECT
WEJ
PROJECT MANAGER
WEJ
GENERAL
NOTES
SMSA #1022.02
5PECAL I \SP= CTIO \S
QUALITY ASSURANCE PLAN
The Quality Assurance Plan includes all Special Inspections & Testing listed below.
CONTRACTOR RESPONSIBILITY
Each contractor responsible for the construction of the structure, or for any component requiring testing or special inspections, shall submit, prior to
construction, a letter which includes:
1. Acknowledgement by the contractor of the quality assurance plan.
2. Acknowledgment that control will be exercised to obtain conformance with the construction documents approved by the building official.
3. Procedures for exercising control within the contractor's organization, and methods and frequency of reporting and distribution of the report.
4. Identification and qualifications of the person(s) exercising such control and their position(s) within the organization.
This letter is to be submitted and approved prior to construction.
SPECIAL INSPECTIONS — GENERAL
Special Inspector provide special inspections with the type and frequency noted below. Special Inspector to provide reports weekly to:
1. The Owner
2. The Architect
3. The Structural Engineer
4. The Contractor
STRUCTURAL TESTING — GENERAL
Testing Agency to provide reports of the types below. Testing agency to distribute reports to:
1. The Owner
2. The Architect
3. The Structural Engineer
4. The Contractor
SPECIAL INSPECTIONS — CONVENTIONAL (SHALLOW) FOUNDATIONS
ELEMENT: Continuous Concrete Footings fully supported on rock or soil
PERIOD: Not required (IBC 1704.1.2)
SPECIAL INSPECTIONS — CONCRETE CONSTRUCTION
ELEMENT: Bolts in Concrete, including embedded bolts, and expansion and epoxy type anchors.
PERIOD: Continuous Special Inspection: Special Inspector verify size, grade, and embedment of bolt prior to pouring concrete. Verify hole is correct
depth and clean for epoxy and expansion type anchors.
ELEMENT: Slabs on grade
PERIOD: Special Inspection not required.
SPECIAL INSPECTIONS — STRUCTURAL STEEL CONSTRUCTION
ELEMENT: Welding Procedure
PERIOD: All welding shall be performed in strict adherence to a written welding procedure per AWS D1.1. The welding procedure variables shall be
within the parameters established by the filler metal manufacturer. The variables include the amperage, voltage, travel speed, and shielding gas flow
rate. Submit welding procedure for approval prior to beginning work. A copy of the welding procedure shall be kept at the jobsite.
ELEMENT: Welder Certification
PERIOD: Special Inspector to verify welder qualifications for type of welds and welding positions prior to work
ELEMENT: Welding Materials
PERIOD: Special Inspector to verify materials meet the welding procedure prior to work
ELEMENT: Shop Welding
PERIOD: Special Inspections are not required where the fabricator is registered and approved to perform such work without special inspection. Approval
shall be based upon review of the fabricator's written procedural and quality control manuals and periodic auditing of fabrication practices by an
approved special inspection agency. At completion of fabrication, the approved fabricator shall submit a certificate of compliance to the building
official stating that the work was performed in accordance with the approved construction documents.
ELEMENT: Welding of light —gage, cold— formed members
PERIOD: Special Inspector to provide Visual Inspection of all welds prior to completion
SPECIAL INSPECTIONS — LEVEL 1 (NON— ESSENTIAL) CONCRETE MASONRY UNITS (CMU)
ELEMENT: Beginning of masonry construction
PERIOD: Special Inspector to verify foundation dowels, proportions of site — prepared mortar, construction of mortar joints, and location of reinforcing and
connectors.
ELEMENT: Masonry structural element size and location
PERIOD: Periodic Special inspection
ELEMENT: Protection of masonry during cold weather (below 40 degrees F) or hot weather (temperature above 90 degrees F)
PERIOD: Periodic Special Inspection
ELEMENT: Size, grade, and location of steel reinforcing
PERIOD: Special Inspector to verify prior to pouring of grout.
ELEMENT: Anchors in CMU
PERIOD: Periodic Special Inspection. Special Inspector to verify type, size, and location of anchors, or any anchorage between CMU wall and other
structural elements.
ELEMENT: Construction of Mortar Joints
PERIOD: Periodic Special Inspection.
ELEMENT: Grout Space
PERIOD: Special Inspector to verify that grout space is clean, that reinforcing and connectors are correctly placed, the proportions of site — prepared
grout, and construction of mortar joints. Special Inspector to verify these items before pouring of grout.
ELEMENT: Placement of grout
PERIOD: Continuous Special Inspection
ELEMENT: Welding of reinforcing steel
PERIOD: Continuous Special Inspection
ELEMENT: Preparation of required grout specimens, mortar specimens, and /or prisms
PERIOE: PERIOD: Continuous Special InspectionlANCE TO THE BUILDING OFFICIAL STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH THE
APPROVED CONSTRUCTION DOCUMENTS.
REVIEWED FOI3
CODE COMPLIANCE
JUN 17 2010
City of Tukwila
BUILDING DIVISION
t),
CI1Y ORKVNLA
MAY 0 5 2010
PERMIT CENTER
EXPIRES 01/09/2009
PETERSON S TREHLE ILRTINSON. INC.
CONSULTING ENGINEERS
2200 8TH AVE SUITE 801
SEATTLE. WA 98121 -1849
p ern ®perm — a ngine ere. a om
PHONE (208)822 -4680
FAX (208)622 -0422
WslIle[tf
Southcenter
633 Southcenter Parkway
Tukwila, WA., 98188 -2888
206 -246 -0423
WESTFIELD DESIGN &
CONSTRUCTION
11601 Wilshire Boulevard, 11th
Floor Los Angeles, California
90025 -1748
Telephone 310 478 4456
Facsimile 310 478 4468
THIS DRAWING IS AN INSTRUMENT OF SERVICE. IS THE PROPERTY OF THE
ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S
PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S
NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE
FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED
OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT
S.M. STEMPER
ARCHITECTS
A Professional Limited Liability Company
4000 DELRIDGE WAY SW
SUITE 200 • SEATTLE, WA 98108
(206) 824 -2777 • FAX (208) 624 -2973
120 REGISTERED I
ARCHITECT
SCOTT M. STEMPER
STATE OF WASHINGTON
ISSUE
ISSUE
DATE:
op
Wes,
o0
Z O)
W
U <
E-
M Q
O J
O
000
CV E'
PERMIT SET
OCT. 8, 2009
PROJECT ARCHITECT
WEJ
PROJECT MANAGER
WEJ
SPECIAL
INSPECTION
S1.1
SMSA #1022.02
EXIST. EXTERIOR
WALL ASSEMBLY
TO REMAIN
TENANT GAS METERS
AND MANIFOLD
RE: PUGET SOUND ENERGY
" " AIN 1
5" SLAB ON GRADE \
W / #4 @16 "OCEW
:�
:A 11
: 01
()
O
()
1
O
()
()
O
1
FLOOR PLAN
SCALE: 1 /2" = 1 ' -0"
OUTLINE OF SOFFIT ABOVE
8" CMU WALL
SECTIOIN
SCALE: 1 / 2" = 1 ' - 0"
L4 x 4 x 12GA x AS REQD.
W/ (2) # 12 SCREWS TO 3 DECK FLUTES.
(3) # 12 SCREWS TO HSS. (TYP EA.SIDE)
•1 •d• . • - . .
HSS 12 x 4 x 3�s
SEE ARCHT PLAN
FOR LOCATIONS
L4 x 4 x 12GA x AS REQD.
W/ (2) # 12 SCREWS TC 3 DECK FLUTES.
(3) # 12 SCREWS TO HSS. (TYP EA.SIDE)
(E) ROOF DECK
HSS 12 x 4 x 3/8
HSS 12 x 4 TO ( E ) ROOF DECK CONNECTIO
NTS
(E) WALL
CAP PER ARCHT
(2) #4 CONT
HORIZ AT TOP
w
a
BRICK VENEER PER
ARCHT
(2) #4 CONT
HORIZ AT 32" OC
#5 VERT AT CL AT 24"
OC, BEND INTO FTG
#4 x 1' -0" @ 2' -0" OC
EMBED 3" INTO EXIST FTG
W /RE 500 SD
#4 AT 12" OC
2 -6
—11 -0
(2) #4 CONT
AT BASE
FIN GRADE
(E) AG
SECTION
NTS
#4 AT 18" OC
EACH WAY
1' -5"
8" 1' -5"
i
3' -6"
(3) #6 CONT
8"±
—
(E) WALL STUDS
" M
HSS 12 x 4 x %6 PASS
BTWN (E) SOFFIT FRAMING
L4 x 4 x 12GA RG.SIDE W/ (4) # 12 SCREWS TO HSS
(2) # 12 SCREWS TO EA.STUD
800S200 -54 ON EA.SIDE OF HSS, (MAX SPACING 32 ")
ATTACH TO (E) WALL STUDS W /(6) # 12 SCREWS
` (E) SOFFIT FRAMING
(E) BRICK VENEER
HSS 12 x 4 TO ( E ) WALL STUD CONNECTION
NTS
REVIEWED FOR
CODE COMPLIANCE
jam,11. 7 2010
� Tukwila
City of T u
BUILDING DIvi tnial
t)10-.1r1
ci4OFT6F<WitA
MAY •0 5 2010
PERMIT CENTER
EXPIRES 01 /09/2011
PETERSON S TREHLE lRTINSON, INC.
CONSULTING ENGINEERS
2200 BTH AVE SUITE 801 PHONE (206)622 -4580
SEATTLE, WA 98121 -1849 FAX (208)622 -0422
psm ®psm — engineers.com
WESTFIELLLDBouD DESIGN &
W E
11601 t v 11th
Floor L�a�� California
Telephone 310 478 4466
Faoinll. 310 478 4488
THIS aura !8 NI DISIRIAINT CF B n rtflifffx1Y ff n
? IECT NO WY NOT 9E RORODUCm �MQ 1}€
POi6�a01 NO Ut 7{E RFPRD➢JC1UI CAICEI 7E ARCIitFIIIE
NNE NL 06701 AND O11E11pgWpOI�WIaOII�lal OM UE OiU1N N!
O�1N mATPFANS90N� g L1H AR 41
S.M. STEMPER
ARCHITECTS
. Professional limited liability Company
4000 DEIRIDOIS WAY 81
sms IMO • e1.'1 TA 08106
(200) 024 -2777 • FAX (200) 1e24 -2075
REGISTREDARMECT
\200TT M.
SIPE OF
1
ISSUE
ISSUE
DATE:
PERMIT SET
OCT. 8, 2009
PROJECT ARCHITECT
WEJ
PROJECT MANAGER
WEJ
PLANS
AND
DETAILS
S2.0
SMSA #1 022.02