HomeMy WebLinkAboutPermit D97-0100 - CITY OF TUKWILA - TUKWILA COMMUNITY CENTER PHASE 2City of Tukwila - L) ` 2,006
(206) 431-3670
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
WARNING:
Parcel No:
Address:
Suite No:
Location:
Category:
Type:
Zoning:
Const Type:
Gas/Elec.:
Units:
Setbacks:
Water:
Wetlands:
DEVELOPMENT PERMIT
IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
017900-3225
12424 42 AV S
NOT
DEVPERM
LDR
V -N
001
North:
TUKWILA
South: .0.,.
Sewer:; -SEPTIC
,Slopes: Y
Contractor License No:.• GOLFL*.*263K0
Permit No:
Status:
Issued:
Expires:
Occupancy:
UBC:
Fire Protection:
East: .0 West:
Streams:
OCCUPANT TUKWILA COMMUNITY CENTER PHASE 2
12424 42.AV.S, TUKWILA, WA 98168
OWNER CITY OFTUKWILA
6200 SOUTHCENTER BLVD,TUKWILA WA 98188
CONTACT RANDY BERG Phone:. 206 433-0179
6300 SOUTHCENTER BLVD #100, TUKWILA, WA 98188..
CONTRACTOR GOLF LANDSCAPING, INC. Phone: 206-838-2567
38016 MILITARY RD 5, AUBURN WA 98001
**•k•k*******•k*•k* k"*****•k**•k**•k****•h***,*•k k***•k**•k•k* ***•k•k•k**•k*•kik**** k* k* k k• k•k•k•k***•k***•k k*
Permit Description;
SITE IMPROVEMENTS INCLUDING NEW 576 SF.PICNIC
SHELTER.
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D97-0100
ISSUED
07/30/1997
08/17/1998
PUBLIC BUILDING
1994
NONE
.0
*k
**
Construction Valuation: $...
PUBLIC WORKS PERMITS: *(Water
Curb Cut/Access/Sidewalk/CSS.:
Fire Loop Hydrant:
Flood :Control Zone:
Hauling:
Land Altering:
Landscape Irrigation:
Moving Oversized Load:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use: N
Water Main Extension: N Private:
40.,446.,72.
Meter Permits
N
N
N
N
N
N
N
N
N
Y
No:
Start Time:
Cut:
Start Time:
No:
Private:
Listed
Separate):
Eng.. Appr: JJS
Size(in): .00
End Time:
Fill:
End Time:
Public:
Public:
k•k**•k k**•k*•k*** k* k k* k***•k** k* k***•k****•k**•k**** k•k***•k k** *** k* k k k•k* k•k k•k k k** k* k*•k*•k•k k*
TOTAL DEVELOPMENT PERMIT FEES: $ 844.19
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Permit Center Authorized Signature:
Date : 9-1-1 2,000
I hereby certify that I have read and examined this permit and know the
to be true and correct. All provisions of law and ordinances governing
work will be complied with, whether specified herein or not.
same
this
The granting of this permit does not presume to give authority to violate or
cancel the provision of any other state or local laws regulating construction
or the performance of ork, I am authorized to sign for and obtain this
(pf� Date: et -et- NAO
development p
Signature:_
Print Name:
This permit shall become null and void if the wort: is not commenced within
180 days from the date of issuance, or if the wort; is suspended or abandoned
for a period of 180 days from the last inspection.
City of Tukwila L
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washingto
WARNING:
DEVELOPMENT PERMIT
IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,
•APPLICANT IS PROCEEDING AT THEIR OWN RISK.
Parcel No: 017900-3225
Address: 12424 42 AV S
Suite No:
Location:
Category: NOT
Type: DEVPERM
Zoning: LDR
Const Type: V -N
Gas/Elec.:
Units: 001
Setbacks: North: 0
Water: TUKWILA
Wetlands:
South: .0
Sewer: SEPTIC
Slopes: Y...
Contractor License No:, GOLFL**263K0.
Fire
East:
Permit No:
Status:
Issued:
Expires:
Occupancy:
UBC:
Protection:
.0 West:
Streams:
OCCUPANT TUKWILA COMMUNITY CENTER PHASE 2
12424.42 AV S, TUKWILA, WA 98168.
OWNER CITY OF TUKWILA
6200 SOUTHCENTER BLVD, TUKWILA WA 98188,
CONTACT RANDY BERG
6300 SOUTHCENTER BLVD #100, TUKWILA,
CONTRACTOR ,GOLF'LANDSCAPING,:INC..
.. 38016 MILITARY RD S, AUBURN .WA, 98001
k**********************************************************,k************************
Permit Description:
SITE IMPROVEMENTS INCLUDING NEW 576 SF PICNIC
SHELTER::
k************************************************************.***********************
Construction Valuation: $ 40,446.72
PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate)•. Eng..Appr: JJS
Curb Cut/access/Sidewalk/CSS: .N
Fire Loop. Hydrant: N No: Size(in): .00
Flood Control Zone: N
Hauling: N Start Time: End Time:,
Land Altering: N .Cut: Fill
Landscape Irrigation: N .
Moving Oversized Load: N Start Time: End Time:
Sanitary Side Sewer: N No: .
Sewer Main Extension: N Private:. Public:
Storm. Drainage: Y
Street Use: N
Water Main Extension: N Private: Public:
k**********************************************************.*************************
TOTAL DEVELOPMENT PERMIT FEES: $ 844.19
k***********************************************************************************
WA
D97-0100
ISSUED
07/30/1997
01/14/1998
(206) 431-3670
n 98188
PUBLIC BUILDING
1994
NONE
.0
Phone: 206.433-0179
98188
Phone: 206-838-2567
•
Permit Center Authorized Signature:
_attiy2_ Datef Q_q_1__
I hereby certify that I have read and examined this permit and know the same
to be true and correct. All provisions of law and ordinances governing this
work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or
cancel the provi i n of any other state or local laws regulating construction
or the performa,ce,of work. I am authorized to sign for and obtain this
development Re
Signature:
Print Name:
J...�.i� L
This permit shall become null and void
180 days from the date of issuance, or
for a period of 180 days from the last
Date:
if the work is not commenced within
if the work is suspended or abandoned
inspection.
6.4
CITY OF TU{"WILA
Permit Center
6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
(206) 431-3670
FOR STAFF USE ONLY
Project Number:
Permit Number: DTI-- 010c)
New Commercial / Addition / Multi -Family Permit Application
Application and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mall or facsimile.
Proj�t NamefTenant:
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1 ot't m e TS
Value of Construction: 0
- — 70, yy0. 00
Site Address: City State/Zip:
12-z:1-2-4 ,-(0 /1-4/- S. 1 i ui c� ut' 4
Tax Parcel Number:
2) 7�/tea 2_ 2_
)
Property Owner:
1 r Y" C' •-- >, tiyi 6.1t
Phone:
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Street Address:
(/',2-00 *-G'G,Tf-1CcrY7FR
� City State/Zip:
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Fax #:
Contractor:
Area of Construction:fj7�C�x;. V1
Phone:
Street Address:
City State/Zip:
Fax #:
Architect:
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Phone:
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Phone:
Street Address:
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City State/Zip:
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Fax #:
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Contact Person:r,
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Phone:
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Street Address:
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City State/Zip:
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Fax #:
Description of work to be done: / r /t-/ I r -'/ZD
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Existing use: ❑ Retail ❑ Restaurant ❑ Multi -family ❑ Warehouse El Hospital
❑ Church ❑ Manufacturing ❑ Motel/ tel ❑ Office
❑ School/College/University er _FA )42. /C.
Proposetd use: ❑ Retail ❑ Restaurant ❑ Multi -family ❑ Warehouse Hospital
❑ Church ❑ Manufacturing ❑ Motel/Hotel ❑ Office
❑ School/College/University laCrtfter PA E i-'
Will there be a change of use? C3 yes CI r -lir
If yes, extent of change: •
Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm 'one ❑ other (specify)
Building Square Feet: existing new
Area of Construction:fj7�C�x;. V1
Will there be storage of flammable/combustible hazardous material in the building?
Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating
ElLJ yes no
quantities & Material Safety Data Sheets
APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING:
(Additional reviews may be determined by the Public Works Department)
❑ Channelization/Striping ❑ Curb cut/Access/Sidewalk ❑ Fire Loop/Hydrant (main to vault)#: Size(s):
❑ Flood Control Zone ❑ Hauling ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds.
❑ Moving an Oversized Load: Start Time:
❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public
El Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public
❑ Water Meter/Exempt #: Size(s): 0 Deduct 0 Water Only
❑ Water Meter /Permanent # Size(s):
❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule:
❑ Miscellaneous
End Time:
Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be
reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall
expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180
days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No
application shall be extended more than once.
Date application accepted:
i3-&
Date application expires:
- �[(__11
!q f
Application ta1kp1)by: (initials)
PLEASE SIGN BACK OF APPLICATION FORM
NCPERMIT.DOC 1/29/97
ALL NEW COMMERCIAL/ADDITION/M
-FAMILY PERMIT APPLICATIONS MU
E SUBMITTED WITH THE FOLLOWING:
• ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL
ENGINEER
❑ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN
• BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED
N/A SUBMITTED
❑ ❑ Copy of recorded Legal Description from King County
❑ ❑ Certificate of water/fire flow availability (Form H -11a). Contact the Public Works Department (206) 433-
0179 for servicing district.
❑ ❑ Certificate of sewer availability (Form H-11). Contact the Public Works Department (206) 433-0179 for
servicing district.
❑ ❑ Metro: Non -Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures
(Form H-13). Business Declaration required (Form H-10).
Five (5) sets of working drawings, which include :
❑ ❑ Site Plan
1. North arrow and scale.
2. Existing and proposed utilities and existing hydrant location(s).
3. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements.
4. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions.
5. Location of driveways, parking, loading & service areas, with parking calculations & location & type of dump-
ster recycling screening.
6. Location and screening of outdoor storage.
7. Limits of clearing/grading with existing & proposed topography at 2' intervals extending 5' beyond property's
boundaries, erosion control measures & three buffer protection measures.
8. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers (TMC
18.45.040).
9. Identify location and size of existing trees, note by size and species those to be maintained and those to be
removed.
10. Landscape plan with irrigation: Existing trees to be saved by size and species. Proposed: Include size,
species, location and spacing. Location of service areas and vault with proposed screening.
11. Location of high water mark of the Green/Duwamish River if site is located within 200' of the high water mark.
12. Lowest finished floor elevation (if flood control zone permit required).
13. Civil plans to include size of water supply to sprinkler vault with documentation from contractor stating supply
line will meet or exceed sprinkler system design criteria as identified by the Fire Department.
14. See Public Works Checklist for detailed civil/site plan information required for Public Works Review (Form H-9).
❑ ❑ Vicinity Map showing location of site
❑ Cl Building Elevations (Include dimensions of all building facades and major architectural elements)
❑ ❑ Mechanical Drawings
❑ ❑ Structural Drawings (detail of sprinkler hangers, pipe, duct & vent penetrations in structure)
❑ ❑ Architectural drawings
❑ ❑ Specifications (if separate document)
❑ ❑ Structural Calculations
❑ ❑ Sprinkler structural calculations indicating load of water -filled sprinkler piping
❑ ❑ Height Analysis
❑ ❑ Soils Report stamped by Washington State licensed Geotechnical Engineer
❑ ❑ Topographical and Boundary Survey
❑ ❑ Tree Coverage Analysis (Multifamily only )
❑ ❑ Washington State Energy Code Data and Non -Residential Energy Code Compliance Form H-7
❑ ❑ Completed Land Use Applications if not previously submitted (i.e. SEPA, BAR, Variance, Shoreline or
Tree permit)
❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other
land use or SEPA decisions
❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County
Department of Public Health prior to submitting for building permit application. The Department of Pub-
lic Health is located at 201 Smith Tower, Seattle, WA or call (206) 296-4787. (Form H-5)
❑ ❑ Copy of Washington State Department of Labor and Industries valid Contractor's License. If no
contractor has been selected at time of application a copy of this license will be required before the
permit is issued OR submit Form H-4, "Affidavit in Lieu of Contractor Registration".
Building Owner/Authorized Agent 11 the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a
notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal.
1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING AWNED OR 9.UTHORIZED AGENT:
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Date:
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Address:
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NCPERMIT.DOC 1/29/97
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pltls4 4 1200 - 0
CITY OF TUKWILA
architect or siI I I hotifY the Tukwila Building'
Division of appointment of the tn.spection agencies prior ,to_
the first building inspection. Copies of all,spedial
insOed reports shall be submitted to the Building
Division'in a timely manner. Reports, shall . contain address,
project . name, permit number and type of inspection being
performed.
9. The special inspector shall submit a final signed report
stating *whether the work requiring special inspection was,
to the best at the inspector's knowledge, in coviformance
with approved, plans and specifications and the applicable
workmanship provisions of the UBC.
10. All construction (.o be done in conformance with approved
plans and requirements of the Uniform Building Code (1997
Edition) as amended, Uniform MechanicarCode (1997 Edition),
and Washington State Energy Code (1997 Edition).
11. Skylight design and materials shall comply with the require-
ments of UBC Sec 2409. Skylight is listed as an additive
alternate therefore, this will be considered as a deffered
submittal per the requirements of UBC 106.3.4.2. Deffered
design documents shall be submitted to the architect of
record who shall review them and submit them with a notation
that they have been found to be in general conformance with
the design of the structure. Deferred sumbmittal items
shalle installed until their design and submittal documents
have been approved by the building official.
Address: 12424 42 AV S Permit No: D97-0100
Suite:
Tenant: Status: ISSUED
Type: DEVPERM Applied: 03/26/1997
Parcel #: 017900-3225 Issued: 07/30/1997
**k******1
Permit Conditions:
• 1. Temporary erosion control measures shall be implemented as
the first order of businessto-preventsedimentation off-
site or into exist'ingS.tbr*AratnigelfapTlfties
2. The site shall have'tPernianent,erosion control measures in
place as soon ,s.:::liOssibleafter final gradin4 has been
completed anckprior Ein0
3. All privatejsfOrm Shall be either concrete or
• ,
'reinforcedADSpip,e., Treated corrugated metal:pipe may be
used forYdetentionfacillties.
4. No changes will be made to the. plans unless, approved by the
Engineer and the TukwilaBuilding,:Division. _
5. Electrical permits shalI'Vefobtained through the WaShington
StaeeV,PiOsion of Labor and 'Industries and all electrical wor1001), be inspected by tliat:Agency (248-6630):
6. ,A11:,0'erMits, inspection records, and approved plans Shall be
available at the job, t6' the start of any con-:
strqiction. ThesejdOcuMents'are t�. be maintained and avall-
able: until final inspection 4proval is granted. •
,
7. AT1:istructuraf',weidin.4 shall be done by certified
welders special inspected (UBC Sec: 306(a)5).
, ,
1 8. When spectal ;ins.pection is required either the owner,
• • •
"
t
Penn& Cocd n Cxj
PLAN REVIEW / ROUTING SLIP
ACTIVITY NUMBER D97 -0100 DATE 3/26/97
PROJECT NAME TUKWILA : COMMUNITY CENTER PHASE II
DEPARTMENT:
BUILDING DIVISION FIRE PREVENTION El
DIVISION RtOC, 3 071 �'�3 la�1q1 �gr N -31
PUBLIC WORKS STRUCTURAL El 0 RDINATOR
4
REVIEWERS INITIAL
DETERMINATION OF COMPLETENESS: (T,Th)
COMPLETE 2 NOT COMPLETE ❑
COMMENTS
TUES /THURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED ❑
ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.)
APPROVALS OR CORRECTIONS: (ten days)
REVIEWERS INITIAL
CORRECTION DETERMINATION:
REVIEWERS INITIAL
C:ROUTE -F
DATE
DATE
DATE
DUEDATE 3/27/97
NOT APPLICABLE ❑
DUE DATE 4/10/97
APPROVED ❑ APPROVED W/ CONDITIONS ❑ . NOT APPROVED (attach comments) ❑
DUEDATE
APPROVED ❑ APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) 0
(Certification of occupancy required. )
ACTIVITY NUMBER D97 -0100
PROJECT NAME TUKWILA COMMUNITY CENTER PHASE II
DEPARTMENT:
BUILDING DIVISION U FIRE PREVENTION tj
PUBLIC WORKS STRUCTURAL
DETERMINATION OF COMPLETENESS: (T,Th)
COMPLETE
COMMENTS
•t.asa+.wy..+nr + r rh.... wrwn�. wanwcrwvwtnxa. ar.. xMrw. wra' 1l nh.,.:wrxwtrxt�.t <wnawM ^x•A:.w
REVIEWERS INITIAL
APPROVALS OR CORRECTIONS: (ten days)
APPROVED
C:ROUTE -F
REVIEWERS INITIAL
CORRECTION DETERMINATION:
APPROVED fl APPROVED W/ CONDITIONS
REVIEWERS INITIAL
DATE
DATE
7A 7
1.. w�t6't+�
Ra
PLAN REVIEW / ROUTING SLIP
DATE 3/26/97
PLANNING DIVISION EJ
PERMIT COORDINATOR ❑
4
DUE DATE 3/27/97
NOT COMPLETE El • NOT APPLICABLE
TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED Er
ROUTED BY STAFF n (If rod by staff, make copy to master file & enter Sierra.)
1
1
DUE DATE 4/10/97'
APPROVED W/ CONDITIONS NOT NOT APPROVED (attach comments) Q
DATE . 5/Z - 7/ C O
DUE DATE
NOT APPROVED (attach comments) 0
(Certification of occupancy required.
PLAN REVIEW / ROUTING SLIP
ACTIVITY NUMBER D97 -0100
PROJECT NAME TUKWILA COMMUNITY CENTER PHASE II
PUBLIC WORKS
DETERMINATION OF COMPLETENESS: (T,Th)
COMPLETE n
COMMENTS
• ' REVIEWERS INITIAL
APPROVALS OR CORRECTIONS: (ten days)
REVIEWERS INITIAL
C:ROUTE -F
REVIEWERS INITIAL
CORRECTION DETERMINATION:
APPROVED D APPROVED W/ CONDITIONS
DATE
DATE
DUE DATE
DATE .5/Z,9
DATE 3/26/97
DEPARTMENT:
BUILDING DIVISION FIRE PREVENTION II PLANNING DIVISION
STRUCTURAL 0 PERMIT COORDINATOR 0
J
NOT COMPLETE U NOT APPLICABLE
3/27/97
TUES /THURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED
ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.)
I
I
DUE DATE 4/10197•
APPROVED I I APPROVED W/ CONDITIONS . NOT APPROVED (attach comments)
DUE DATE
NOT APPROVED (attach comments) Q
(Certification of occupancy required. )
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PUBLIC WORKS
REVIEWERS INITIAL
PLAN REVIEW / ROUTING SLIP
ACTIVITY NUMBER D97 -0100
PROJECT NAME
DEPARTMENT:
BUILDING DIVISION ❑J
TUKWILA.COMMUNITY CENTER PHASE II
4
DETERMINATION OF COMPLETENESS: (T,Th)
COMPLETE ® NOT COMPLETE ❑
COMMENTS
TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED ❑
ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.)
APPROVALS OR CORRECTIONS: (ten days)
APPROVED
REVIEWERS INITIAL
C:ROUTE -F
CORRECTION DETERMINATION:
DATE , '�1Z // ;7
DATE ) 41514
REVIEWERS INITIAL DATE
DATE 3/26/97
FIRE PREVENTION PLANNING DIVISION • r
STRUCTURAL ❑ PERMIT COORDINATOR ❑
DUE DATE 3/27/97
NOT APPLICABLE ❑
DUEDATE 4 /10/97'
APPROVED WI CONDITIONS I !. NOT APPROVED (attach comments) ❑
DUE DATE
APPROVED • ❑ APPROVED W/ CONDITIONS 111 NOT APPROVED (attach comments) 0
(Cerdfica ion of occupancy required. )
ACTIVITY NUMBER
PROJECT NAME
DEPARTMENT:
BUILDING DIVISION fl
PUBLIC WORKS
4
DETERMINATION OF COMPLETENESS: (T,Th)
COMPLETE NOT COMPLETE EI
COMMENTS
TUES /THURS ROUTING: PLEASE ROUTE VI NO FURTHER REVIEW REQUIRED E
ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.)
REVIEWERS INITIAL
1
APPROVALS OR CORRECTIONS: (ten days)
APPROVED
REVIEWERS INITIAL
r
REVIEWERS INITIAL
C:ROUTE -F
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PLAN REVIEW / ROUTING SLIP
1
D97 -0100
TUKWILA COMMUNITY CENTER PHASE II
&—taJ
APPROVED W/ CONDITIONS E .
DATE
CORRECTION DETERMINATION:
FIRE PREVENTION E PLANNING DIVISION
STRUCTURAL PERMIT COORDINATOR Q
DATE
DATE
DUE DATE 3/27/97
NOT APPLICABLE ❑
3L27/97
DUE DATE 4/10/97'
NOT APPROVED (attach comments) 0
f 7
DUE DATE
DATE 3/26/97
APPROVED fl APPROVED W/ CONDITIONS El NOT APPROVED (attach comments)
(Certificadoa of occupancy required. )
TO:
FROM: \ it
DATE:
SUBJECT:
JJS/sal
City of Tukwila
Department of Public Works
Permit Center
Public Works Engineering
April 3, 1997
Tukwila Community Center - Phase II
12424 42nd Avenue South
Project No.: PRE94-0026
Permit No.: D97-0100
Contact Person: Randy Berg
Phone: (206) 433-0179
Storm Drainage (Picnic Shelter)
NOTIFICATION OF UTILITY PERMIT ACTION
THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE
IN ACCORDANCE WITH THE PLANS APPROVED ON APRIL 3,1997:
TOTAL:
CF: Development File (with copy of application and plans)
PW Utilities Inspector (with copy of application and plans)
PERMIT FEE
$25.00
$25.00
John W. Rants, Mayor
Ross A. Earnst, P. E., Director
Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the
permit file.
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431
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c" DETACH TO DISPI.AY CERTIFICIVE
DETACH TO DISPLAY CERTIFICATE—...t
•
Project: 4
IUKw, I a t. Owint. ` Mr.
Type of Inspectio • : `
r t l
A i l ;..1,2_ n U e
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Date called: j _I . 1 o _
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Co 1 . To etrst
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Date wanted: ti D O
p.9.?
Requester: --/- � �
Phone:. ) '
LI 33 0179
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWI,LA BUILDING DIVISION
6300 Southcenter Blvd, #100, Tukwila, WA 98188
Approved per. applicable code
COMMENTS:
El $47.00 REINSPECT, FEE REQUIRED. Prior to inspection, fee must be paid
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No:
Date:
PERMIT NO.
-3670
Corrections required prior to approval.
Project= ---
74 4 . Type
of inspection:
Address:
'Date called: _
Special instructions:
Date wanted: /
Requester: / ,/ ' •
Phone No.: 033_56
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY. OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
.�:
Approved per applicable, codes.
Corrections required prior to approval. • r•
COMMENTS:
•■•.;. +.
i
4%s X11.
$42.00 REINSPECTIO FEE REQUIRED. Prior to inspects, fee must
be paid at 6300 Southcenter Blvd., Suit 100. Call to schedule rein pection.
Receipt No.:
y..
Date:
Inspection Results /Comments:
- Permit No.:
—� �
Date: I
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f Tukwila, WA 98188
Phone: (206) 433 -0179
Type of Inspection: 3 n
Date Wanted:
co ( Iv AM PM
Site Address:
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'0
- Permit No.:
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f Tukwila, WA 98188
Phone: (206) 433 -0179
Type of Inspection: 3 n
Date Wanted:
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INSPECTION RECRD
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SCHEDULE OF DRAWINGS
DWG.
L -1
L -2
L -3
L -4
L -5
L -6
B -1
B -2
B-3
B -4
E1 C
EDC
C -1
C -2
A -1
A -2
S -1
"UK.
NO. DESCRIPTION
LAYOUT & CONSTRUCTION PLAN
PLANTING PLAN
IRRIGATION PLAN
DETAILS
DETAILS
DETAILS
BALLFIELD GRADING PLAN
BALLFIELD DRAINAGE PLAN
BALLFIELD IRRIGATION PLAN
BALLFIELD IRRIGATION DETAILS
SITE POWER & LIGHTING
ELECTRIC DETAILS
STORM DRAINAGE PLAN
CIVIL DETAILS & PROFILES
SHELTER: PLANS, ELEV., SECTIONS
SHELTER: DETAILS
SURVEY DRAWING
HOUGH BECK & BAIRD INC
LANDSCAPE ARCHITECTURE PLANNING
& URBAN DESIGN
1000 LENORA STREET, SUITE 516
SEATTLE, WASHINGTON 98121
(206) 682 -3051
(206) 682 -3245 FAX
DEPARTMENT OF PARKS AND RECREATION
TUKWILA, WASHINGTON
‘111//
STATE DE
WASHINGTON
RT
IANOSCME NiCNIiECT
COLEEN R. HOUGH
CERTIFICATE N0. 318
L_ J
Co
1101 EAST PIKE STREET
SEATTLE, WA 98122 -3915
(206) 322 -3322
(206) 322 -9323 FAX
1201 THIRD AVENUE
SUITE 900
SEATTLE, WA 98101
(206) 622 -5822
(206) 622 -8130 FAX
kJiHrrY
WYE
PROJECT * 92 - PKO5
VICINITY MAP
CONSULTANTS
ARC ARCHITECTS
<PFF CONSULTING ENGINEERS
MERIWETHER LEACHMAN
11800 NE 160TH STREET
BOTHELL, WA 98011-4156
(206) 488 -4800
(206) 483 -2315 FAX
ASSOC., INC.
KUHN ASSOCIATES
2737 77TH AVENUE S.E.
SUITE 202
MERCER ISLAND, WA 98040
(206) 232 -6220
(206) 232 -6960 FAX
SPARLINC
720 OLIVE WAY
SUITE 1100
SEATTLE, WA 98101
(206) 667 -0555
(206) 667 -0554 FAX
CITY OFFICIAL
MAYOR
JOHN W. RANTS
CITY COUNCIL MEM
STEVE MULLET
JOE H. DUFFIE
JOAN HERNANDEZ
ALEX EKBERG
JIM HAGGERTON
PAM CARTER
PAMELA LINDER
PUBLIC WORKS DIRE
ROSS EARNST, P.E.
CITY ENGINEER
BRIAN SHELTON, P.E.
PARKS AND RECREA X13 N
DIRECTOR
DON WILLIAMS
CITY OF TUKWILA
APPROVED
APR 0 B 190,
AS MOIL
BUiI -Li l; DIVT3ION
EnC_
su =-: T.
aeopteo c
copy of
By .
_ FILE COPY
non Cr
omissions al
a o1W the violation cf
Roxi,t of contractor%
L_ 7
Z� — 0100
IIG140G N1-1ER( REVISIONS
•TIW0 "TERAvilT. THE SCOPE OF WORK WITHOUT PRIOR
APPROVAL OF TUKWILA BUILDING DIVIS' ^"
NOTE- REVISIONS WILL PEOU'RE q NEVI 1'VJl `.U�•
RECEIVED
CITY OF TUKWILA
MAR 2 B 1997
PERMIT CENTER
ocf. -0100
/
y
300'
ADDITIVE ALTERNATE THREE (3) -
PROVIDE AND INSTALL TENNIS AND - - - --
-
BASKETBALL COURT COMPLETE WITH
PAVING, SUBBASE, SURFACING, GOALS,
NETS, FENCING, AND GATES. BASE BID o
SHALL INCLUDE ESTABLISHMENT OF
_
s- QUIRED SUBGRADES. AND
HYDROSEEDING INSIDE OF DASHED LINE.
.
I
SOCCER GOAL -
SOCCER GOAL
BY OTHERS
BY OTHERS --...
1
10' HT. CHAINLINK FENCE, TYP.
-
- -
ALL SIDES OF BASKETBALL &
TENNIS COURT.
APPROX. LOCATION OF EXIST'G WATER LINE
STUB OUT FOR DRINKING FOUNTAIN. CONTRATOR
PROVIDED
SEE BALLFIELD DRWG'S
SHALL FIELD VERIFY AS -BUILT DRAWING
20' TYp
'r
BY THE CITY AND SUBMIT SHOP DRWG FOR
APPROVAL PRIOR TO BEGINNING CONST:`SEE
CITY
B -1, B -2, B -3, Sc B -4
SPECS
FOR PROPOSED FINISH
1
1
B GRILL
GRADES WITHIN BALLFIELD
AREA
I inn
0
TYPE A CONC.
PAVING
DRW'
189
TRASH RECEPTACLE. TYP.
2 NNecr P/cNlc 5hE
W,tA/
DRINKING
FOUNTAIN
BACKSTOP & DUGOUT
BACK OF BACKSTOP
SHALL BE PARALLEL
TO BLDG., TYP.
89' TYP.
®
BEGIN TENNIS Sc BASKETBALL
COURT LAYOUT ® INTERSECTION
OF SIDEWALKS
E TYPE A CONC.
L -5 PAVING TYP. '
_ EXIST'G CONC.
` -
CURB TO REMAIN
BASKETBALL COURT ASPHALT
PAVING & LAYOUT
TYPE A
CONC.
PAVING
TYP.
10' WIDE
CHAINLINK
FENCE GATE
TYP.
TENNIS COURT ASPHALT -
PAVING & LAYOUT
25'-
TYPE A
CONC.
PAVING
TYP.
r1
/5 ,
AREA DRAIN "-- SEE
CIVIL DRAGS.
EXIST,'G PLAY STRUCTURE
AND SURFACING TO REMAIN
ARRA *DRAIN
SEN DRWG
I t;IM ELEV. 18.8
CATCH BASIN .A SEE CML 'DRWG,..
RIM, EC . 18.8
EE GRATE
& FRAME, TIP
AREA DRAIN - SEE CIVIL
RIM ELEV. 18.8
EXIST'G CONC. PAVING
TO REMAIN
BE,GIN LAYOUT OF I
BALLFIELD FROM
,CORNER OF BUILDING
O
EXIST'G CRUSHED ROCK
DRIVEWAY TO BE REMOVED
& DISPOSED ON SITE INTO
BASKETBALL & TENNIS
COURT SUBGRADE
LEFT FIELD FOUL LINE SHALL BE
285' -0" FROM HOME PLATE TO THE
PROPOSED CHAIN LINK FENCE
WIDE
CHAINLINK
FENCE GATE
TYP.
25'-0"
IN
EXIST'G BUILDING
F.F.E. 19.5
18.9
w 90' TYP.
APPROX. THREE HUNDRED THIRTY TWO (332) L.F.
TYPE I SIX (6) FT. HT. CHAIN LINK FENCE - SEE SPECS
PROVIDE & INSTALL A TWELVE (12) INCH WIDE & EIGHT (8)
INCH DEEP CRUSHED ROCK 5/8" ( -) MOW STRIP ON CENTER
BELOW CHAIN LINE FENCE WITHIN GRASS LAWN AREAS. MOW
STRIP SHALL BE INSTALLED W /NEAT & STRAIGHT EDGES.
s, ' 24TH
4
L -5
166'
_ 170'
\ / \ / \ / \ Ja \ / \ / .._ \ \ / \ / \ / \
—
X x J< '> — X — � /• 1 ` n /X r X u - .` X / x ,`c X / Ic „ < / x N X ./
-- ECST G ASPHALT
PATH T0. REMAIN'
— SAWCUT AND REMOVE EXIST'G ASPHALT
PATH AS REQUIRED TO PROVIDE
STRAIGHT; EDGE FOR CONC.
PAVING ( APPROX. SIXTY (60) L.F.)
EDGE OF BASEBALL INFIELD
SEE BALLFIELD DRWUS.
BASES, PITCHER'S RUBBER
AND HOME PLATE SHALL BE
PROVIDED AND,INSTALLED
BY CITY COOR
DRAIN LINE LOCATIONS
WITH BASE FOOTINGS
TO AVOID CONFUCTS.
1 5' TYP.
9
CONC.
PAVING, TYP,
DRAINAGE SWALE - DRAIN
TO CH BASIN
CONC. PAVING SCORE
JOINT PLAN - SEE SCORE JOINT
PLAN FOR LIMITS OF TYPE A &
TYPE B CONC.
;ATCH BASIN
SEE CIVIL DRAGS.
RIM ELEV 17.8
G
LOCATION OF EXISTING ASPHALT
PATH IN THIS AREA HAS BEEN
EXTENDED FROM LOCATION SHOWN
ON SURVEY DRAWING DATED 3/7/97
TRAIL EXTENTION IS BASED ON
INFORMATION PROVIDED BY THE CITY
OF TUKWILA ON 3/7 /97. FIELD VERIFY
TRAIL LOCATION PRIOR TO BEGINNING
CONSTRUCTION AND NOTIFY L.A.
OF ANY DISCREPANCIES.
EXIST'G ASPHALT
PATH TO REMAIN
RIGHT FIELD FOUL
LINE SHALL BE
283 0 FROM
HOME PLATE TO
THE EX'ST G
ASPHALT PATH --- _- -_...-
18.94-
LOCATION & ELEV. OF EXISTING
ASPHALT IN THIS AREA .HAS BEEN elfh
ADJUSTED FROM LOCATION SHOWN -
ON SURVEY DRAWING DATED 3/7/97
TRAIL RELOCATION dS BASED ON
INFORMATION PROVIDED 'BY THE CITY
OF TUKWILA ON 3/7/97. FIELD VERIFY
TRAIL LOCATION & ELEV. PRIOR TO
BEGINNING CONSTRUCTION AND NOTIFY
L.A. OF ANY DISCREPANCIES.
I
ABBREVIATIONS
& AND N.C.N.
® AT O.C.
APPROX. APPROXIMATE TYP.
B &B BALLED AND BURLAPPED W/
BLDG. BUILDING CONT.
CAL. CALIPER GAL.
C.B. CATCH BASIN SPEC'S.
DIA. DIAMETER SYM.
EA. EACH QTY.
L.A. LANDSCAPE ARCHITECT CONC.
MIN. MINIMUM DRAG'S
MAX. MAXIMUM HT.
L.F. LINEAR FEET EXIST'G
Q CENTER LINE G.I.P-
# NUMBER 0.D.
GALS. GALVANIZED P.O.C.
E.J. EXPANSION JOINT F.F.E.
% PERCENTAGE ELEV.
HORIZ. HORIZONTAL MED.
R. RADIUS ARCH.
FT. FEET MFRS.
GA. GUAGE CLR.
EQ. EQUAL PVC
CONST.
LEGEND
yam PROPERTY LINE
❑ AREA DRAIN /CATCH BASIN SEE CIVIL DRAG'S
DRINKING FOUNTAIN
I +
NOTES
EXIST'G TREES TO REMAIN
TREE GRATE & FRAME
O TRASH RECEPTACLE
DETAIL IDENTIFICATION
SHEET IDENTIFICATION
NO COMMON NAME
ON CENTER
TYPICAL
WITH
CONTAINER
GALLON
SPECIFICATIONS
SYMBOL
QUANTITY
CONCRETE
D tAWINGS
HEIGHT
EXISTING
GAL` '.`I,ZED IRON P11
OUTSIDE DIAMETER
POINT OF CONNECTIC
FINISH FLOOR ELEVA
ELEVATION
MEDIUM
ARCHITECT
MANUFACTURERS
CLEAR
POLYVINYLCHLORIDE
CONSTRUCTION
PROTECT EXIST'G SITE IMPROVEMENTS WHICH ARE TO REMAIN. ANY
EXIST'G SITE IMPROVEMENT DAMAGED BY CONSTRUCTION SHALL BE
REPLACED BY THE CONTRACTOR TO ITS PRE - CONSTRUCTION
CONDITION AT NO ADDITIONAL COST TO OWNER.
2. ANY DISCREPANCIES WITH DRAWINGS AND /C'. SPEC'S AND SITE
CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE L.A.
PRIOR TO PROCEEDING WITH CONSTRUCTION.
3. ALL DIMENSIONS ARE TAKEN AT 90' ANGLES UNLESS OTHERWISE
NOTED.
4. ALL MATERIALS TO BE DISPOSED OFF -SITE ARE TO BE DISPOSED
OF IN A LAWFUL LANDFILL AND IN ACCORDANCE WITH
GOVERNMENT REQUIREMENTS.
5. IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE AND PROTECT
UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
6. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE POSITIVE
DRAINAGE IN ALL CONDITIONS. STANDING WATER AREAS WILL BE
RECONSTRUCTED AT CONTRACTORS EXPENSE.
7. CONCRETE AND ASPHALT FHALL BE BETWEEN 1% TO 2% TO
DRAIN UNLESS OTHERWISE SHOWN ON DRAG'S.
8. ALL PAVED EDGES TO BE SMOOTH AND EVEN WITH TYPICAL
DIMENSIONS AND RADII, AS SHOWN. NEW PAVED EDGES TO
MEET & MATCH EXIST'G PAVED SURFACES WITH A SMOOTH
TRANSITION.
9. CONTRAC SHALL SUBMIT A EXPANSION JOINT SHOP DRWG FOP
REVEW & APPROVAL PRIOR TO BEGINNING CONSTRUCTION --
SEE SPECS.
10. LAYOUT & CONST. PLAN BASED UPON THE SURVEY DRWG.
PREPARED BY MERIWETHER I. LP. 'TMAN ASSOCIATES DATED
2/28/97.
PRIOR TO BEGINNING CONSTRUCTION
LAYOUT BALLFIELD, TENNIS COURT
& BASKETBALL COURT FOR L.A.
& OWNER APPROVAL
F,PPi PER PUBLIC 1A/OF;..-
i TER DATED 1+p/1 /3, 19'77
go OW-nue SHED T ZJ
ECEIVED
CITV R OF TUKWIUI
wAS SE ° MAR 2 6 1997
R[GI T REO
LPNOSCPPE ARCnREC1PERMIT CENTER
0 20 40 60
1 " =2 0 ' — O " ER I EN E HOUGH
CE RTIEICATE NO. 318 v
Hough Beck
& Baird Inc.
LANDSCAPE ARCHITECTURE -
PLANNING
URBAN DESIGN
HOUGH BECK & BAIRD INC.
LENQRA SQUARE
1 non IFNDRA STRFFT
SUITE 516
SEATTLE W A 98121 -2757
206.682.3051
206.682.3245 FA
RC ARCHITECTS
1101 EAST PIKE STREET
SFATP F WA 98122 -391
206.322.3322
206.322.9323 FAX
PFF CONSULTING ENGINEERS
1201 THIRD AVENUE
SUITE 900
SEATTLE, WA 9810
206.622.5822
206.622.8130 FAX
UHN ASSOCIATES
2737 77TH AVENUE S.E.
SUITE 202
MERCER ISLAND, WA 980,0
206.232.6220
206.2320960 FA
SPARLING
720 OLIVE WAY
SUITE 1100
SEATTLE, WA 98101
206.667.0555
206 667.0554 FAX
OAT
PLOT DATE 3/7 /97
ROAN: J.B.
PECKED' J.H. F.B.
ROJECT NO.94148
_xA ENE.
FLOOR FLAN
CL'r ERe
FASCIA
C0Y2RE2 FOCTEM ETT
SASE Hr_ ITk,L '<`. LECTFNE, PF ,ERAr
O' r: SHE: TEP, A1,5 ARE IN AL, Al
ADD' �E a 2RNA
SNEL 'R
,..- ADD VE ALTERNATE F,
0 / LINE ADG ALi
OF `
_ I1
SOUTH 4 NORTH ELEVATIONS
SINT
4
A co.
_
T � LINE OF DECKING
LINE OF CUTTER
13y lcA -'I . RITEU,
4 L a AEON,
13h (GA ='4•) -"
ROOF FRAMING PLAN
N . it SE'_ a /A1 FiJR DE rq. F•, .
�5�1 EAST & WEST ELEVATIONS
r '-
1.32 J
NOTsS
ROOF FLAN
A,AMEGTLRAL, ALT
f.�FEk iYANIW } ANL`
n ?_" iLNA: 111 xu'ti, ATE
NI:'L'•ANV)NC -'x:YH a1T', A' n U: r T.F1t ".. Mn.
ST11_1(- •NOT TRLJGEU
ET,NA!.• VYXJD DECKING ,STAINED)
A4D R.. 0ONSTRCT,ON PER
SECTION LOOKING WEST
Fc
iL
t Nom. STAII.
P f 'NN
�'A N
CITY OF TUKWILA
APPROVED
APR 0 8 1997
AS ROILU
BUILDING DMBION
RECEIVED
CITY OF TUKYJILA
MAR 2 6 1997
PERMIT CENTER
61{ALI. Comet.t1 W tTkF OZ Sec. 2401
. 1S m ' rwN of
TF{E vestG0tl. AWQROVAL op vest.. f3
PcRLtitTEG - S2tc[sutRep t.11;L'- 10E0
000 0
A • R • AP,:FiI TEETS
1101 EASE PIKE S`REET
_`iE TILE. Wn 9DI22 _3211..__
206 322 3322
206 322 932 rAx
DATE: 3 -21 -97
CONTENTS,
PICNIC SHELTER
-_21 --
NE
\ REGISTERED
ARCHITECT
SIAN W LOFTING
SIETE OF NAMING.
IkAWN /IV
•
ER,ATE CONDITION
S:ETE 2 & 3/AI FOR BASE BID
£ A.TTETTT,F ALTERNAT, E
NE ,
@ ROOF
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SL AB/KNOC-KOUT FOR BASE
SONG ° DIAMOND SLAB/FT, •
EOR ADDITIVE ALTERNA
'F _K_ IN A E B O' BA C,,X) SE 'C BIT2
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ADJJST AS REQUIRED
TOR TIGHTL !NE 6 HUM
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SEALANT
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FLASHING. a ,DE e€0 - HEEN
FRAMIN6 C.ONNECTOR
0.ATE PAIN
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THREAD,:
c,,PORRILA
MAR 2 6 1997
PERMIT CENT.
CITY Of TUKWILA
APPROVED
APR 0 8 1997
66111,
E35,5,3 ,106,0
2
•
A • R • C.. ARCHITECTS
_ 1 '0 1 EA: PIKL5TRE__ET
206 322 3322
206 322 93, FAx
DATE: 3
DI saa6r6x,
RECIS1ERED
ARCHITECT
WASHNGT.
HCNIC, SHELTER
AWN 6,4,6/13SI
, u U,KE
• T.4 '56 EEO
A2
STORM AND AREA DRAINAGE HORIZONTAL CONTROL AND PIPE DATA .
AREA DRAIN
STRUCTURE
NORTHING
EASTING
INVERT ELEVATION
# -
N 719.903
E 1064.378
RIM = 18.70;'1{ = 15.90
#2
N 781.679
E 1043.227
RIM = 18,70 IE = 15.00
STRUCTURE OR
PIPE END
NORTHING
EASTING
INVERT ELEVATION
CB 11
N 764.435
E 1071.865
SEE PROFILE A (SHEET C -2)
STORM AND AREA DRAINAGE HORIZONTAL CONTROL AND PIPE DATA
AREA DRAIN
STRUCTURE
NORTHING
EASTING
INVERT ELEVATION
1
N 719.903
E 1064.378
RIM = 18.70, - IE = 15.90
#2
N 781.679
E 1043.227
RIM = 18.70, IE = 15.00
STRUCTURE OR
PIPE END
NORTHING
EASTING
INVERT ELEVATION
CB 11
N 764.435
E 1071.865
SEE PROFILE A (SHEET C -2)
i.B. Y. (Y.
PK NAIL IN ,. A. 2
S.E. COR. IN —EAY CONC WALK AT
ELEV. • 2l - ►>r _EEL CHAIR RAMP
N 942.99 `20_.
E 1123.01 _ — < ary
GRAPHIC SCALE
( IN FEET)
1 fans_ E0 ft
CONSTRUCTION NOTES:
1. CATCH BASINS, FRAME, GRATES AND COVERS SHALL BE PER THE FOLLOWING W'SDOT STANDARD PLANS:
CATCH BASIN TYPE 2 STD. PLAN 8 -1c
METAL FRAME AND GRATE FOR CATCH BASIN AND INLET STD. PLAN B -2a
2. ALL STORM DRAIN PIPE BETWEEN FRENCH DRAIN AND C13111 SHALL BE 6" PVC DRAIN PIPE.
ti
Hough Beck
& Baled Inc.
LANDSCAPE ARCHI1tRi URE
PLANNING
URBAN DESIGN
HOUGH BECK & BAIRD INC.
LENORA SQUARE
1000 IFNORA STREET
SUITE 516
SEATTLE. WA 98121 -2757
206.6823051
206.6823245 FAX
A • R • C ARCHITECTS
1101 EAST PIKE STREET
SEATTI F. WA 98122 -3915
206.3223322
206.3229323 FAX'
KPFF CONSULTING ENGINEERS
1201 - DORD AVENUE
SUITE. 900
SEATTLE. WA 98101`
206.6225822
206.622.8130 F.AU-
KUHN ASSOCIATES •
2737 77TH AVENUE RE
SUITE 202
MERCER ISLAND, WA 98040
206.232.6220
206.2326960 FAX
SPARLING
720 OLIVE WAY
SUITE 1100
SEATTLE, WA 98101
206.667.0555
206.667.0554 FAX
LIE
'1_01 DATE 03/21/97
SRI Thira Avai e Suite 900
Searcta WU'Ai; pion 98471
(206) 622 -T V2 Too 1206) 622 -880
CoTSUltirg Ergfnee's
UNTENTS:
STORM
- B G
v \i V
SCALE: 1" = 20.0'
STAWN: A.O.B.
HECKED: M.R.S., R.J.L.
, ROJECT NO: 96318
SHEET:
MiL
'ION.
'EN TO CB
I mo)
X •
X • • X
SEE CARL KUHN
AND LANDSCAPING FOR
GRADING
REMOVE EXISTING TYPE 1 CB #1D
AND REPLACE WITH TYPE II
AT SAME LOCATION (SEE PROF:LE A)
CONNECT FIELD WIDER DRAIN
(SEE FIELD UNDER DRAIN PLAN)
C
T.B.Y. 1N. L.A: 11
P IN ASPHALT PATH
. 4 18.11
N 639.45
E 1305.17
T.B.Y. U. L.A.
PK NAIL IN SEAN CONC. WALK AT
S.E. COR. WHEEL CHAIR RAMP
ELEV. a 20.32 ill"
N 992.99
E 1423.01
ik
GRAPHIC SCALE
lo 93
( IN FEET )
t lnoh 20 ft
CONSTRUCTION NOTES:
1. CATCH BASINS, FRAME, GRATES AND COVERS SHALL BE PER THE FOLLOWING WSDOT STANDARD PLANS:
CATCH BASIN TYPE 2 STD. PLAN B -1c
METAL FRAME AND GRATE FOR CATCH BASIN AND INLET STD. PLAN B -2c
C. ALL STORM DRAIN PIPE BETWEEN FRENCH DRAIN AND CB #11 SHALL BE 6' PVC DRAIN PIPE.
ON TEN TS:
STORM
-1D-R I GE
I V
CALE: in = 25.0'
44,
•
Consulting Engineers
Got film, Avenue. Suite 900
Seattle Washington 98101
2061 622 -5822 Fax (206) 622 -800
RECE•.
MAR /
TUKWI
PER PUBLIC LVCRAKL
:IR DATED rI SH Ap 9'77
SD CPlc Nic ` SHELr6R
Hough Beck
& Balm Inc.
LANDSCAPE ARCHITECTURE
PLANNING
URBAN DESIGN
DT) 0100
HOUGH BECK &BAIRD INC.
LENORA SQUARE
1000 LENORA STREET
SUITE 516
SEATTLE, WA 98121-2757
206.682.3051
206.682.3245 FAX
A • R • C ARCHITECTS
U01LAE STREET
SEATTLE WA 98122 -3915
206.322.3322
206.322.9323 FAX
KPFF CONSULTING ENGINEERS
1201 - THIRD AVENUE
SUITE. 900
SEATTLE, WA 98101"
206.6225822
206.622.8130 FAX
KUHN ASSOCIATES
2737 77TH AVENUE S.E.
.11E 202
MERCER ISLAND, WA 98040
206.232.6220
206.232.8960 FAX
SPARLING
720 OLIVE WAY
SUITE 1100
SEATTLE, WA 98101
206.667.0555
206.667.0554 FAX
'LOT DATE 03 /21/97
\NGTnA. t
RANK: A.D.B.
HECKED: M.R.S_, R.J.L.
ROJECT NO: 96318
HEET:
3
5
E N
E
2
c)•
AREA DRAIN
AREA DRAIN DETAIL
NTS
NOTE: WHEN AREA DRAINS ARE LOCATED IN PAVED AREAS,
THE DRAIN SHALL BE CENTERED IN SCORING PATTERN.
SEE LANDSCAPE PLANS FOR EXACT LOCATIONS.
GRAVEL BACKFILL
FOR DRAINS
C. PAVING
PLACE FILT
FABRIC ABOVE
GRATE.
NOTES:
1) WASH GRAVEL BACKFILL PRIOR
TO PLACING IN METAL DRAINAGE FRAME.
DRINKING FOUNTAIN DRAIN
14' DIAMETER
METAL FRAME.
INSTALL AREA DRAIN
ON 4' PVC PIPE
4' PVC DRAIN PIPE
DRI NG FOUNTAIN.
TER AREA DRAIN
UNDER BIB FAUCET.
SEE PLAN L-4.
FINISH GRADE
TENNIS AND BASKETBALL
COURT ASPHALT PAVING
SEE LANDSCAPING PLANS
. _..e._e..._e .
FILTER FABRIC
CONTINUOUS
ON 3 SIDES.
6'0 PERFORATED PVC PIPE
PROVIDE MIN. 0.5% SLOPE
TOWARDS AREA INLET
* ADDITIVE ALTERNATE 3
FRENCH T DRAIN
FINISH GRADE OF SHRUB BED
2' BELOW TOP OF 2x6
2x6 HEMLOCK (PRE- TREATED)
TWO (2) GALV. STAPLES
PER STAKE
GRAVEL BACKFILL
FOR DRAINS
104 REBAR 3' -O O.C.
ALTERNATING SIDES OF
EDGING 24' MIN. LENGTH
RECEIVE.
MAi
Hough Beck
& Baird Inc.
LANDSCAPE ARCHfTECTURE
PLANNING
URBAN DESIGN
HOUGH BECK @ BAIRD INC
LENORA SQUARE
000 LENORA STREET
SUITE 516
SEATTLE, WA 98121 -2757
206.682.3051
206.682.3245 FAX
A • R • C ARCHITECTS
1101 EAST PIKE STREET
SEATTLE WA 98172 -3915
206.322.3322
206.322.9323 FAX
KPFF CONSULTING ENGINEERS
1201 THIRD AVENUE
SUITE 900
SEATTLE, WA 98101
206.622.5822
206.622.81.30 FAX
KUHN ASSOCIATES
2737 771H AVENUE S.E.
SUITE 202
MERCER ISLAND, WA 98040
206.232.6220
206.232.6960 FAX
SPARUNG
720 GAVE WAY
SUITE 1100
SEATTLE WA 98101
206.667.0555
206.667.0554 FAX
IEN9aN WE
'LOT DATE 03/21/97
C
O
,g
g
Consulting Engineers
1201 Third Avarua Suite 900
Seattle. Washington 98101
(206) 622-5822 F. (206) 622 -8130
AND
D T IILS
SCALE:
JRAWN: A.D.B.
:NECKED: M.R.S., R.J.L.
'ROJECT NO: 96318
SHEET: '
20
FINISHED GRADE
2C
10
-
i C
5
CONTRACTOR
INVERT ELEVATION
PRIOR TO
TO CONFIRM AS -BUILT
AT CB OUTLET
CONSTRUCTION.
1
REMOVE EXISTING CB AND
INSTALL NEW CB1#10 I
REMOVE EXISTING CB AND
INSTALL NEW CB$11 J
CB TYPE II - 48'0
METAL FRAME AND GRATE
RIM = 18.80
CB TYPE II 48'4
METAL FRAME AND GRATE
-
IE(IN)
IE(IN)
IE(OJT)
S = 15.50
NW = 14.10
SE = 12.30
(± EXIST)
RIM 17.80
IE(IN) SW
IE(IN) NW
= 11.25(t EX
= 11.15 (t EXIST)
ST)
- ` :
STORM
DRAIN
PROFILE
A
HORIZ.
VERT.
SCALE: 1'
SCALE 1'
=20' •
=5' '
.
3
5
E N
E
2
c)•
AREA DRAIN
AREA DRAIN DETAIL
NTS
NOTE: WHEN AREA DRAINS ARE LOCATED IN PAVED AREAS,
THE DRAIN SHALL BE CENTERED IN SCORING PATTERN.
SEE LANDSCAPE PLANS FOR EXACT LOCATIONS.
GRAVEL BACKFILL
FOR DRAINS
C. PAVING
PLACE FILT
FABRIC ABOVE
GRATE.
NOTES:
1) WASH GRAVEL BACKFILL PRIOR
TO PLACING IN METAL DRAINAGE FRAME.
DRINKING FOUNTAIN DRAIN
14' DIAMETER
METAL FRAME.
INSTALL AREA DRAIN
ON 4' PVC PIPE
4' PVC DRAIN PIPE
DRI NG FOUNTAIN.
TER AREA DRAIN
UNDER BIB FAUCET.
SEE PLAN L-4.
FINISH GRADE
TENNIS AND BASKETBALL
COURT ASPHALT PAVING
SEE LANDSCAPING PLANS
. _..e._e..._e .
FILTER FABRIC
CONTINUOUS
ON 3 SIDES.
6'0 PERFORATED PVC PIPE
PROVIDE MIN. 0.5% SLOPE
TOWARDS AREA INLET
* ADDITIVE ALTERNATE 3
FRENCH T DRAIN
FINISH GRADE OF SHRUB BED
2' BELOW TOP OF 2x6
2x6 HEMLOCK (PRE- TREATED)
TWO (2) GALV. STAPLES
PER STAKE
GRAVEL BACKFILL
FOR DRAINS
104 REBAR 3' -O O.C.
ALTERNATING SIDES OF
EDGING 24' MIN. LENGTH
RECEIVE.
MAi
Hough Beck
& Baird Inc.
LANDSCAPE ARCHfTECTURE
PLANNING
URBAN DESIGN
HOUGH BECK @ BAIRD INC
LENORA SQUARE
000 LENORA STREET
SUITE 516
SEATTLE, WA 98121 -2757
206.682.3051
206.682.3245 FAX
A • R • C ARCHITECTS
1101 EAST PIKE STREET
SEATTLE WA 98172 -3915
206.322.3322
206.322.9323 FAX
KPFF CONSULTING ENGINEERS
1201 THIRD AVENUE
SUITE 900
SEATTLE, WA 98101
206.622.5822
206.622.81.30 FAX
KUHN ASSOCIATES
2737 771H AVENUE S.E.
SUITE 202
MERCER ISLAND, WA 98040
206.232.6220
206.232.6960 FAX
SPARUNG
720 GAVE WAY
SUITE 1100
SEATTLE WA 98101
206.667.0555
206.667.0554 FAX
IEN9aN WE
'LOT DATE 03/21/97
C
O
,g
g
Consulting Engineers
1201 Third Avarua Suite 900
Seattle. Washington 98101
(206) 622-5822 F. (206) 622 -8130
AND
D T IILS
SCALE:
JRAWN: A.D.B.
:NECKED: M.R.S., R.J.L.
'ROJECT NO: 96318
SHEET: '