HomeMy WebLinkAboutPermit D08-428 - FOSTER HIGH SCHOOL - FENCEThis record contains information which is exempt from public disclosure
pursuant to the Washington State Public Records Act, Chapter 42.56 RCW
as identified on the Digital Records Exemption Log shown below.
D08 -428
Foster High School Fence
4242 South 144th Street
RECORDS DIGITAL D- ) EXEMPTIO
THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION
Page # tode Exemption = Brief Explanatory DeSctiptiop �t�tutel ule
The Privacy Act of 1974 evinces Congress' intent that
Personal Information —
social security numbers are a private concern. As
such, individuals' social security numbers are
Social Security Numbers
redacted to protect those individuals' privacy pursuant
5 U.S.C. sec.
DR1
Generally — 5 U.S.C. sec.
to 5 U.S.C. sec. 552(a), and are also exempt from
552(a); RCW
552(a); RCW
disclosure under section 42.56.070(1) of the
42.56.070(1)
42.56.070(1)
Washington State Public Records Act, which exempts
under the PRA records or information exempt or
prohibited from disclosure under any other statute.
Redactions contain Credit card numbers, debit card
Personal Information —
numbers, electronic check numbers, credit expiration
22
DR2
Financial Information —
dates, or bank or other financial account numbers,
RCW
RCW 42.56.230(4 5)
which are exempt from disclosure pursuant to RCW
42.56.230(5)
42.56.230(5), except when disclosure is expressly
required by or governed by other law.
FOSTER HIGH
SCHOOL FENCE
4242 S 144 ST
D08 -428
Parcel No.:
Address:
Suite No:
Tenant:
Name:
Address:
Owner:
Name:
Address:
Phone:
1523049108
4242 S 144 ST TUKW
City* Tukwila
FOSTER HIGH SCHOOL FENCE
4242 S 144 ST , TUKWILA WA
TUKWILA SCHOOL DISTRICT
4640 S 144TH ST , TUKWILA WA 98168
Contact Person:
Name: SHERI GREENE
Address: 2215 N 30 ST #300 , TACOMA WA 98403
Phone: 253- 383 -2422
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206- 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
Contractor:
Name: OWL FENCING INC
Address: 2109 GARRETT ST , ENUMCLAW WA 98022
Phone: 360 825 -0970
Contractor License No: OWLFEI *044CB
DEVELOPMENT PERMIT
DESCRIPTION OF WORK:
INSTALLATION OF 12 FT HIGH BLACK CHAIN LINK FENCE, 156 LINEAL FT
Value of Construction:
Type of Fire Protection:
Type of Construction:
$6,240.00
* *continued on next page **
•
Permit Number:
Issue Date:
Permit Expires On:
Expiration Date: 09/05/2009
Fees Collected:
International Building Code Edition:
Occupancy per IBC:
D08 -428
09/22/2008
03/21/2009
$299.03
2006
0026
doc: IBC -10/06 D08 -428 Printed: 09 -22 -2008
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone:
Hauling: N Start Time: End Time:
Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation:
Moving Oversize Load: Start Time: End Time:
Sanitary Side Sewer:
Sewer Main Extension: Private: Public:
Storm Drainage:
Street Use: Profit: N Non - Profit: N
Water Main Extension: Private: Public:
Water Meter: N
Permit Center Authorized Signature:
I hereby certify that I have read and = ed this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating
construction or the performan e of wor my uthorized to sign and obtain this development permit.
Signature:
doc: IBC -10/06
City oiI'ukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 - 431 -3665
Web site: http://www.ci.tukwila.wa.us
•
Permit Number: D08 -428
Issue Date: 09/22/2008
Permit Expires On: 03/21/2009
Date:` Q "I I140 1)
Date: /. 22.2 c=t'c53
Print Name: 'V i N Pr
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.
008 -428 Printed: 09-22 -2008
Parcel No.: 1523049108
Address:
Suite No:
Tenant:
doc: Cond -10/06
4242 S 144 ST TUKW
1: ** *BUILDING DEPARTMENT CONDITIONS * **
5: ** *PLANNING DEPARTMENT CONDITIONS * **
6: The fence shall be black -vinyl coated.
•
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
FOSTER HIGH SCHOOL FENCE
PERMIT 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 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.
4: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors in the construction documents and other data.
* *continued on next page **
•
Permit Number:
Status:
Applied Date:
Issue Date:
D08 -428
ISSUED
09/09/2008
09/22/2008
D08 -428 Printed: 09 -22 -2008
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and
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
construction or the performance of work.
Signature: -��A� Date: .2-`- 1-R7B
•
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
Print Name: ' b N t■1 Lt
doc: Cond -10!06 D08 -428
•
ordinances governing
or local laws regulating
Printed: 09 -22 -2008
Site Address:
, CITY OF TUKWIi{
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.ci.tukwila.wa.us
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
* *Please Print **
Suite Number:
Building Pern.ic No.
Mechanical Permit No.
Plumbing /Gas Permit No.
Public Works Permit No.
Project No.
(For office use only)
SITE LOCATION
King Co Assessor's Tax No.: / 930
Floor:
Tenant Name: vL44 6 0 - {ODt, �S�Q, ► New Tenant: .... Yes air ..No
Property Owners Name:J / py L t ,l 5 - (�C E e >�D t._.-
Mailing Address:
CONTACT PERSON who do we contact when your permit is ready to be issued
Name:
Mailing Address:
E -Mail Address:
GENERAL CONTRACTOR INFORMATION —
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Company Name: 7Z) /�v� P/Le �,Q� Thi t ,j
Mailing Address:
A 4 44 Day Telephone j3 -573 �
c915 . `7dAmica t g2Lit3
Contact Person:
E -Mail Address:
Contractor Registration Number:
Contact Person:
E -Mail Address:
Contact Person:
E -Mail Address:
Q:\Applications\Forms- Applications On Line'3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
City
State
Zip
(Lith City State Zip
eQXie . Fax Number: cS 3 -32'3 - 067 a)
City
Day Telephone:
Fax Number:
Expiration Date:
State
State
State
Zip
ARCHITECT OF RECORD - All plans must be wet stamped by Arch et of Record
Company Name:
Mailing Address:
City
Day Telephone:
Fax Number:
Zip
ENGINEER OF RECORD - ' All plans
be wet stamped by Enginee
Company Name:
Mailing Address:
City
Day Telephone:
Fax Number:
Zip
Page 1 of 6
BUILDING PERMIT INFORl\ TION - 206 -431 - 3670
Valuation of Project (contractor's bid price): $ 4 cg VD. co Existing Building Valuation: $
Scope of Work (please provide detailed information):
Will there be a change in use?
(�t! s►� '74LL,A - n J DP ,g / � til &H 1- *d4 f3- ,-/1 L4- v`1e.,
r`� 157 1-0 r..l d .
Will there be new rack storage? 0.... Yes
Provide All Building Areas in Square Footage Below
l Floor
2 a. Floor
Floo
thru
Basement
Accessory Structur
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck >s
Interior Remodel
Addition to
Existing
Structure
Cype of
truction per
IBC
Type of
Occupancy per
IBC
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard:
❑ Yes
.. No If yes, a separate permit and plan submittal will be required.
Q:Wpplications\Forms- Applications On LineU -2006 - Permit Application.doc
Revised: 9 -2006
bh
Compact:
Handicap:
❑ 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
If "yes', attach list of materials and storage locations on a separate 8 x 11" paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Page 2 of 6
=PERMIT APPLICATION NO`S : - Applicable to all.per-.mits in tlii5 a iplitation
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
Building and Mechanical Permit
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
Plumbing Permit
The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested
in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER O AUT/-IORIZED AGENT:
Signature:
I Date Application Accepted:
Print Name: .514012 -+ � Ems► t✓ � L
Mailing Address: a9 • � _" 5f
Q:\Applications'.Forms- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Date: q /Dg/DF
Day Telephone:
1 -614 92V
City
State Zip
Date Application Expires:
Staff Initials:
•
Page 6 of 6
Fixture Type:
Qty
Fixture Type:
•
Fixture Type:
Qty
Fixture Type:
Qty
Bathtub or combination
bath /shower
Drinking fountain or water
cooler (per head)
Wash fountain
Gas piping outlets
Bidet
Food -waste grinder,
commercial
Receptor, indirect
waste
Clothes washer, domestic
Floor drain
Sinks
Dental unit, cuspidor
Shower, single h trap
Urinals
Dishwasher, domestic,
with independent drain
Lavatory
ater Closet
Building sewer or trailer
park sewer
Rain wate ystem — per
drain (i a . ide building)
W ., er heater and/or
vent
Additional medical gas
inlets /outlets — six or more
Industrial waste
pretreatment interceptor,
including its trap and vent,
except for kitchen type
grease interceptors
Rep. - or alteration of water
pi s' g and /or water treating
:. uipment
Repai •r alteration
of drain .:e or vent
piping
Medical gas piping system
serving one to five
inlets /outlets for specific gas
PLUMBING AND GAS PIPINI ERMIT INFORMATION - 206 -43 X 670
PLUMBING AND GAS PIPING CONTRACTOR INFORMATION
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
Contractor Registration Number:
Valuation of Plumbing work (co tor's bid price): $
Valuation of Gas Piping work (co tractor's bid price): $
Scope of Work (please provide deta d information):
Building Use (per Int'l Building Code):
Occupancy (per Int'l Building Code):
Utility Purveyor: Water:
Indicate type of plumbing fixtures and /or gas piping outlkts being it. tailed and the quantity below:
Q: \Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
ewer:
City
Day Telephone:
Fax Number:
Expiration Date:
State Zip
Page 5 of 6
Project __
1--U rr � F' 14 V1
Type of Inspection:
Fr ( e4 A
Adflre2 u 2 S ' y 1 4
�1
Date Called:
Special Instructions:
Oat/ 1. t��� ed: a.m.
!/ i.� _ 2 _ g p.m.
Requester:
Phone No: "'.,
L fz 5 - 132.
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
i t I )PECTION RECORD
Retain a copy with permit
()4
bc:t3 _4428
PERMIT NO.
(206)431 -3670
Date: /a
El $60.00 REINSPECTION FtE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.: 'Date:
Project:
i ■
) reiliv l rL
Type of Inspection:
-mow, II 1
A. dress:
yzA
1 --
Date Called:
`tl3o /.0
Special Instructions:
.�.
Date Wanted:.
a.m.
p.m.
Requester:
Po L SP. 44 1
Phone No:
1 INSPECTION RECORD'
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DI
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
p Approved per applicable codes. ❑ Corrections required prior to approval.
COM MEN
Inspector:
El $60. ' ' REINSPIECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.: 'Date:
MbeleAdikitoikelesteektftertwaIN
,c-te
Date: P 1
(D‘
�3:
Return to:
City Clerk
City of Tukwila
6200 Southcenter Boulevard
Tukwila, WA 98188
20100216000403
CITY OF TUKUIL MISC 65.00
PAGE -001 OF 004
02/16/2010 09:45
KING COUNTY, UA
Above this line reserved for Recorder's use
CONVEYANCE OF PUBLIC IMPROVEMENTS
u
Grantor: DOAK HOMES INC., a Washington State corporation
Grantee: CITY OF TUKWILA, a Washington municipal corporation
Document Reference Number(s): D08 -421
Section/Township /Range: NE1 /4 of the SE1 /4, Sec. 10, T.23N., R.4E., W.M.
Assessor's Tax Parcel Number: 017900 -1755
Property Address: 12209 50 Ave. South, Tukwila, WA 98168
Property Legal Description (abbreviated): LOT 41 AND THE NORTH HALF OF
LOT 40, BLOCK 8 ALLENTOWN ADDITION TO THE CITY OF SEATTLE,
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS,
PAGE 100, RECORDS OF KING COUNTY AUDITOR, SITUATE IN THE
COUNTY OF KING, STATE OF WASHINGTON.
Page 1 of 4 By ,
EXCISE TAX NOT REQUIRED
g C) . Records
� DePuty
, v � .x eAvjyk
The Grantor, DOAK HOMES INC., a Washington State corporation, conveys,
warrants, and dedicates to the City of Tukwila, a municipal corporation of King
County, WA the following described public water improvements:
APPROXIMATELY : Thirty (30) lineal feet of 3/4 -inch type `K' copper pipe, one (1)
each — 3/4 -inch water meter box with 3/4 -inch single check valve and % -inch angle
stop, one (1) water tap service, one (1) eight inch saddle, one (1) 3/4 -inch corp. stop,
and all appurtenances.
The value of the transferred assets, from the Grantor /Property Owner to the City of
Tukwila, is $2,500.00.
Total water service line cost: $2,500.00
This Conveyance applies solely to the above described Improvements and is not a
conveyance of any real property of Grantor, including any real property of Grantor on
which such improvements are located.
The foregoing Improvements are conveyed "AS IS" without representation or warranty of
any sort.
[Signature Page Follows]
Page 2 of 4
•
situated in King County, State of Washington.
DATED this 0 day of / , 2010.
STATE OF WASHINGTON
COUNTY OF KING
GRANTOR:�-BGAK •MES,
By:
) ss
Darryl M. Doak, Jr.
Project Manager
On this l 9 day of - jarHACO^t -S- , 2010, before me personally appeared
Darryl M. Doak, Jr., to me known to be the Project Manager of DOAK HOMES,
INC., a Washington State corporation, that executed the within and foregoing
instrument and acknowledged the said instrument to be the free and voluntary act
and deed of said corporation for the uses and purposes therein mentioned, and on
oath stated that he was authorized to execute and in fact executed said instrument
on behalf of the corporation.
Given under my hand and official seal this 1 day of �1ua.r ,
2010.
Type /Print Name haltri ,4 Wer
Notary Public in and for the
State of Washington residing at
My Commission expires 05 --,2 -/O
Page 3 of 4
•c
DEPARTMENTAL APPROVAL:
Bob Giberson, P.E.
Public Works Director
RECEIVED FOR FILING:
Christy O'Flaherty, CMC
City Clerk
ACCEPTED AND APPROVED for the City of Tukwila this 5 4-) day of
T k ��r , 2010,
CITY OF TUKWILA
Receipt No.: R08 -03201
Payee: AHBL
ACCOUNT ITEM LIST:
Description
BUILDING - NONRES
PLAN CHECK - NONRES
STATE BUILDING SURCHARGE
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http://www.ci.tukwila.wa.us
Parcel No.: 1523049108 Permit Number: D08 -428
Address: 4242 S 144 ST TUKW Status: PENDING
Suite No: Applied Date: 09/09/2008
Applicant: FOSTER HIGH SCHOOL FENCE Issue Date:
RECEIPT
Initials: WER Payment Date: 09/09/2008 01:52 PM
User ID: 1655 Balance: $0.00
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 48591 299.03
Account Code Current Pmts
000/322.100
000/345.830
000/386.904
Payment Amount: $299.03
178.50
116.03
4.50
Total: $299.03
7137 /O9 r07 TOTAL 25'9.03
doc: Receipt -06 Printed: 09 -09 -2008
:0w1 Fencing Inc 380 825 0805
Chain Link Fabric.
Post and Rail:
Gate Posts:
Gate Posts:
Terminet Posts:
Line Posts:
Top Rail:
Brace Rail:
Gate Frame:
Fittings:
Tension Wire:
Gates:
Oral Fencing, inc.
Paul Pohlman
We hereby submit using the following materials on the above named project.
Part: Chain Link Fence
Meets ASTM F 1043, ASTM F 1083, Type A
Manufactured by: import Schedule 40
utstde diameter, with a weight of 5.95 lbs per ft.
sd outside diameter, with a weight of 3.85 Ibs per ft.
Ide diameter, with a weight of 2.27 Ibs per ft.
outside diameter, with a weight of 2.27 Ibs per It.
if
Meets ASTM F 826
Meets ASTM A 817 Class 4 Gauge
Meets .Type
Manufactured by:
0 70
CO rr
cn — V fin
rn
Z
_rf
2 109 Garnett
Enumclaw, We. 98022
Ph- 360 - 825-0970
Fax - 360 - 825.0805
Date: July 18, 2008
To: Construct Co.
Project: Foster High School Portable Classrooms
Meets ASTM A 392/ 1Vi.2 oz.zlnc 2"
1 Gauge
1
oz.zinc
Mesh
Mesh
Group
07/18/2008 07:18 4841 P.002/003
Selvage Top / Bottom
Finish Galvanized
Selvage Top / Bottom
Finish
7 Finish Galvanized
Finish
2.8 2
IA oz zinc
Finish
Finish
Finish
Finish
Finish
Finish
Flnish
Galvanized
Galvanized
Galvanized
Galvanized
Finish Galvanized
Knucide/Knuckle
1.8
REVit4t f-UK
CODE
CpmP CE
APPRO
sEQ 162Za
City Of Tukwila
BUILDING p ISIO_
Tensile Strength (Grab)
ASTM 0-4632
albs,,,)'''
512 N
Elongation
ASTM 0 -4632.
50% 0-
5030
Puncture
ASTM D..4833
65 lbs i
289 N
CBR Puncture
ASTM 0-6241
3
w,,,,...4.09' r—
1448 kPa
Mullen Burst
ASTM D -3786
Trapezoidal Tear
ASTM D•4533
50 lbs ,
222 N
Endurance
UV Resistance ) ASTM 0 -4355 1 70% 0. 70%
Ilydraulk
Apparent Opening Size
(At)S)3
ASTM D -4751
70 US Std. Sieve
0.212 mm
Permittivity
ASTM D -4491
2.0 sec' /° •
2.0 sec'
Water Ftow Rate
ASTM 0 -4491
140 gpmilt -
5704 1/min/M
Roll Sides
12.5 ftx 3601t
15 ft x 360 ft
3.81 m x 109.8 m
4.S7 m x 109.8 m
' / /2dJUL. 14. 2006 1 G: 27P,M•822.6641UGHES
L.;
!y rw:• ... % %% %%% ; > ` = ya... > >x% xy •� .Y<•.yY::y%
• �1•. : <Ft� %> , " p k%M %I3 %LI[A
k %� % % %,MA,MI % e �y p y�l h % %%A" 300M • •
•,%: ..z....._.. • • Y 17.7100 ,i t " •y % Lp % ll . ( , q{
MOM
4
Ggt3SYN'METICS
rr
rn
rn
73 3r,
f y
%%%.,..... 'mo n fys%%%y%%
>ry
••4 • M:N?B : V!DADD a�.4StEl fitS7Epi.
PRO FTX I no paMt4TACit.tilitilciRSr.
Devitt Sirorje
y�
- MU CCC
sweatialv
% 11;1. �.
. t ll�.rr %'<l�.
j
Ei,„ pry i:
. r, w.... .. .
i i� r.. , • ' {'N. •tFEB.. ... rn
NO. 776() P'P. 22
S C
' 4H0 #%tlt2ltt .Kit
111g2 "
Propex inc.
6025 Lee Highway, Suite 425
PO Box 22788
Chattanooga, TN 37422
GEOTEX 401 is a polypropylene, staple fiber, needlepunched nonwoven geotextile
produced by Propex, and will meet the following Minimum Average Roll Values (MARY)
when tested in accordance with the methods listed below. The fibers are needled to form
a stable network that retains dimensional stability relative to each other. The geotextile
is resistant to ultraviolet degradation and to biological and chemical environments
normally found in sails.
NOTES:
1. The propertyvafues fisted stove are affective 08/2006 and Ora Swilled to change %M eat
2. Values shout are in weaker principal dredlon.Whim avamga roll values OAA1 are oEtcutatedas the typical minus two standard deviations.
StafsiUwpy, t1*Ids a D7.7% degree of eaddence (Many samples taken fmm que4ty assurance tesrmg'BB1i exceed the value reported.
3. MB)Gmum average TOilvalue . - .
GEOTEX 401 conforms to the property values listed below. Propex performs internal
Manufacturing Quality Control (MQC) tests that have been accredited by the Geosynthetic -
Accreditation Institute - Laboratory Accreditation Program (GAI-LAP).
2...
PH:: 423 699 0444
Pt{: 800 6Z1 1273
FAX: 423 899 7619
WWW. geotextila.com
OoomP. xIdmk. Arseme, VP, SVPwAP % , PMOOm eanti POMO trc rt b13rod ITTAAOANar Pt%pn
TNIEPu3UGTlDN nuO OTOf coISeO.£ EO IQ EMINEEIENBAOTIEE. SSE it3FOA AkT10llCaNTAINr3INTunsoattcouto Ar( UPATEroTIE BEST OF OUR sow es. PDtvIXOOFSNOrWWUMT
AcTUFACI' OR OO1ILTENEEE THE WW1 =Tan AMMO Of TMPRODVTINSU OASSUATlSOt6 RIMS= 3oRTHE Feat SISs ImTuoN Of THE sous/NTT W TFEIIFORAcTIONAl0 INC PAWUCTS
FORTS CONTWDIATED ANDAMALM. la tit ONCE mANIABPr MOB IT PROPS FORRSORODIK?SIE SET /MINIM MRmoms DATA ZESTFORTFE PIDIDUer. oR9FUFOTTER%mum maminYAIMEi.tE
AN4=O 11/ PROPp1ABD INOWID% CUSTOMS. PROPIXPECIFICAUXBISCLINS ALL O'aSWAPF1iTnEE, Wi3ESEswim r0 talvADTWOIHOl TLAuT TtoM, wnRRANnt, Or le'MJOOITADLny aRFEDQL
FORA PARTT:UTARWNPIISE.ORARHHO MOM MORROW °OSAM :A, t (1DCEM of DLO.t n DRUIB GCOM'OtOOE_
02096 Prvprx
7,
*P ERMIT COORD COPY •
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D08 -428 DATE: 09 -09 -08
PROJECT NAME: FOSTER HIGH SCHOOL FENCE
SITE ADDRESS: 4242 S 144 ST
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision #
After Permit Issued
DEP
Bui Division
Pub is Works
&1 rtoh
•;
•
'7r
Structural
DETERMINATION OF COMPLETENESS:
Complete
Please Route
Notation:
Documents/routing slip.doc
2 -28-02
TUES/THURS R UTING:
APPROVALS OR CORRECTIONS:
Approved n Approved with Conditions
� I /fit, 4-
Fire Prevention
Structural Review Required
(Tues., Thurs.)
Incomplete n
irlARI q_6"o
Planning Division ft
Permit Coordinator
DUE DATE: 09 -11 -08
Not Applicable
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED:
Departments determined incomplete: Bldg ❑
Fire ❑
LETTER OF COMPLETENESS MAILED:
Ping ❑ PW ❑ Staff Initials:
REVIEWER'S INITIALS:
REVIEWER'S INITIALS:
No further Review Required
DATE:
DUE DATE: 10-09-08
Not Approved (attach comments)
DATE:
n
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections:
Bldg ❑ Fire ❑ Ping ❑ PW ❑
Staff Initials:
Bond
Bond
Company
Name
Bond
Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
3
WESTERN
SURETY
CO
24149661
08/01/2001
Until
Cancelled
03/24/2005
3/22/2005
$6,000.00
08/08/2001
2
WESTERN
SURETY
CO
24149661
02/02/2001
08/01/2001
$4,000.00
02/01/2001
1
CBIC
P00868
02/02/1996
Until
Cancelled
04/12/2001
$4,000.0003/12/2001
Savings
Assignment of
Savings
Account
Number
Effective
Date
Release
Date
Assignment
Type
Impaired
Date
Amount
Received
Date
1
03/21/2005
Until
Released
Bond
$6,000.00
3/22/2005
Name
Role
Effective Date
Expiration Date
POHLMAN, PAUL
PRESIDENT
02/02/1996
POHLMAN, LEE
VICE PRESIDENT
02/02/1996
Untitled Page
•
1
General /Specialty Contractor
A business registered as a construction contractor with L8J to perform construction work
within the scope of its specialty. A General or Specialty construction Contractor must
maintain a surety bond or assignment of account and carry general liability insurance.
Business and Licensing Information
Name
Phone
Address
Suite /Apt.
City
State
Zip
County
Business Type
Parent Company
OWL FENCING INC
3608250970
2109 GARRETT ST
ENUMCLAW
WA
98022
KING
CORPORATION
UBI No.
Status
License No.
License Type
Effective Date
Expiration Date
Suspend Date
Previous License
Next License
Associated License
Specialty 1
Specialty 2
601630103
ACTIVE
OWLFEI*044CB
CONSTRUCTION CONTRACTOR
2/2/1996
9/5/2009
FENCING
UNUSED
Business Owner Information
Bond Information
Assignment of Savings Information
https: / /fortress.wa. gov /lni/bbip/Detail. aspx ?License =O WLFEI* 044CB
Page 1 of 2
09/22/2008
SHEET INDEX
SHEET NO.
SHEET 11TLE -
C1.1
COVER SHEET
C2.1
T.E°S.C. PLAN
C2.2
DEMOLITION PLAN
C2.3
T.E.S.C. DETAILS
C3.1
GRADING, DRAINAGE & PAVING PLAN
C4.1
NOTES & DETAILS
C4.2
NOTES & DETAILS
VERTICAL DATUM
NAVD 88
CITY OF SEATTLE VERTICAL BENCHMARK NO. • 93V -902 (815)
COPPER PIN IN . CONCRETE AT INTERSECTION . OF SOUTH 1441H STREET
AND 46111 AVENUE SOUTH.
PUBLISHED ELEVATION 287.900'
TBM #1 PER AHBL 03-08
IN PARKING AREA LOT
SURVEY MAG AND TAG, POINT #103
ELEV = 286.195
BASIS OF BEARING
WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE
KING COUNTY AND CITY OF SEATTLE HORIZONTAL CONTROL
HOLDING COUNTY MONUMENT NUMBERS SNH -019 AND 3457.
POINT NO. SNH -019
N= 175798.724
E =1277107.789
AT THE INTERSECTION OF 24TH AVE S W/ S 146TH ST.
LEGAL DESCRIPTION
POINT N0.3457
N= 1790888.426
E =1279798:489
AT THE INTERSECTION OF 32ND AVE S W/ S 136TH ST.
A UNE BET AEEN THE TWO FOUND MONUMENTS BEARS NORTH
3916'49" EAST.
PER RECORDS OF KING COUNTY ASSESSOR
A PORTION OF
\1 3 7121 qE9« tI.D7
12° CCHC E 1S.230.87
1 PVC S fE..282.87
12' PVC W IFi.2f10.32 ,.lq
THE WEST 500 FEET OF THE SOUTH 629.84 FEET OF THE
SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER AND THE
SOUTH. HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST
QUARTER LESS THE WEST 190 FEET OF THE EAST 565 FEET OF
THE SOUTH 320 FEET OF SECTION 15, TOWNSHIP 23 NORTH,
RANGE 4 EAST, WILLAMETTE MERIDIAN.
LESS COUNTY ROADS
CALL 48 HOURS
BEFORE YOU DIG
1 -800- 424 -5555
TUKWILA SCHOOL DISTRICT PORTABLES-FOSTER HIGH PORTABLES
rr..2 ea
e" i i s a 7""77
8T0 Elk6.27.3.p
A
RE Wr.2750.51
CPA SW IFi•2h0.G4
CONSTRUCTION SEQUENCE
1. THE CONTRACTOR WILL FLAG THE
CLEARING/PROJECT OMITS.
2. ARRANGE AND ATTEND PRE - CONSTRUCTION
MEETING WITH CITY OF TUKWILA OFFICIALS.
3. CONSTRUCT ALL TEMPORARY EROSION CONTROL
BMPs. CONSTRUCT SILT FENCE ACCORDING TO
THE PLAN. INSTALL INLET SEDIMENT PROTECTION
IN EXISTING CATCH BASINS.
4. DEMOUSH EXISTING SITE FEATURES INDICATED
FOR REMOVAL.
MAINTAIN EROSION CONTROL MEASURES IN
ACCORDANCE WITH CITY OF TUKWILA STANDARDS
AND MANUFACTURER'S RECOMMENDATIONS.
6. ALL GRADING SHALL BE DONE IN CONFORMANCE
WITH THE PLAN.
7. PLACE PORTABLE UNIT.
THESE DRAWINGS ARE NOT TO BE
USED FOR CONSTRUCTION UNLESS
SIGNED BY THE REVIEWING AGENCY
A PORTION OF THE S 1/2 OF THE SE 1/4 OF SEC 15, T23 N, R4 E WM
KING COUNTY, WASHINGTON
STUN 81 '
10' acv NE 0W7FLOW
E- 277.72 TtW..279.24
tY c ST1 7Fi•272.50
S*14
UNABLE ID SEf
8 142ND ST.
FF•2011.13
8. RELOCATE EROSION CONTROL MEASURES OR
INSTALL NEW MEASURES SO THAT, AS SITE
CONDI11ONS. CHANGE, THE EROSIONS AND
SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE
WITH THE PIERCE COUNTY MINIMUM
REQUIREMENTS.
9. FINAL GRADE SITE, CONSTRUCT FINAL SURFACING
TREATMENTS. ENSURE SURFACE WATER IS
POSITIVELY DIRECTED TOWARD PROPOSED
STORMWATER CONTROL FACILITIES.
10. REMOVE THE REMAINING TEMPORARY. EROSION
CONTROL ITEMS ONCE SITE HAS BEEN STABIUZED
AND UPON APPROVAL
Q!
Et
1111/tot
Mt VP
4 ISM
M
11 NI
atiEE
finiftql
11
II
C �
8.0
4.0
8.0
8'b
7.
STANDARD CONSTRUCTION NOTES
1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE.
2. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY
THE UT1UT1ES INSPECTOR AT 206 - 433-0179.
3. REQUEST A PUBUC WORKS UTIUTY INSPECTION AT LEAST 24 HOURS IN
ADVANCE BY CAWNG 206 - 433 -0179.
1
GRAPHIC SCALE
40 0 20 40
(
114 FEET )
i inch = 40 ft.
CIVIL ENGINEER/
SURVEYOR
AHBL INC., ENGINEERS, PLANNERS AND SURVEYORS
2215 NORTH 30TH STREET, SUITE 300
TACOMA, WA. 98403
CONTACT: SEAN COMFORT
PHONE (253) 383 -2422
FAX: (253) 383 -2572
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 GUIDEUNES AND DESIGN AND CONSTRUCTION
STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBUC WORKS
DIRECTOR.
8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS
ON -SITE.
9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT
FINAL APPROVAL
10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR
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.
OWNER
PROJECT DESCRIPTION .
THIS PROJECT INVOLVES THE INSTALLATION OF TWO PORTABLE STRUCTURES, EACH
CONTAINING TWO CLASSROOMS.
EACH STRUCTURE WILL COVER 1792 SF PLUS A. COMBINED 689.5 SF FOR THE
ACCESS RAMPS. THE PROPOSED PORTABLES AND RAMPS WILL BE PLACED ON THE
EXISTING. SOCCER FIELD. THE NEW WALKWAYS ACCESSING THE PORTABLES TOTAUNG
1297 SF WILL BE CONSTRUCTED. THE TOTAL IMPERVIOUS SURFACE FOR THE
PROJECT IS 5571 SF.
THE PORTABLES WILL BE LOCATED ON AN EXISTING SOCCER FIELD THAT LIES EAST
OF THE NORTHWEST PARKING LOT. NO EXISTING STORMWATER FLOWS BE WILL BE
ALTERED OR REDIRECTED. .
SITE ADDRESS
4242 S 144TH STREET
TUKWILA, WA 98168
SITE DATA
TOTAL SITE AREA = 24.64 ACRES
CURRENT IMPERVIOUS AREA = 15.78 ACRES (64.04 %)
PROPOSED ADDED 2008 IMPERVIOUS = 0.13 AC. (5571 SF)
INCREASE = 0.005% .
PARCEL #1523049108
TUKWILA • SCHOOL DISTRICT
4640 S 144TH ST.
TUKWILA, WA 98168
CONTACT: BILL VAN de BOGERT
PH: (206) 901 -8000
FAX: (206) 901 -8016
TOPOGRAPHIC NOTE
THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE
DRAWINGS • HAS BEEN PREPARED, IN PART, BASED UPON
INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS
BELIEVED TO BE RELIABLE, AHBL CANNOT ENSURE ACCURACY AND
THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT
INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE .
BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT.
UTILITIES
WATER: KING COUNTY WATER DISTRICT 125
PHONE: 206 - 242 -9547
SEWER: VALLEY VIEW .SEWER. DISTRICT
PHONE 206- 242 -3236
ELECTRIC: SEATTLE CITY LIGHT
PHONE 206 - 684 -3000
GAS:
PSE
1- 888 - 225 -5773
PHONE QWEST
PHONE: 1- 800 - 244 -1111
CABLE: COMCAST
PHONE 1- 877 - 824 -2288
UTILITY NOTE
MECHANICAL/
ELECTRICAL
HULTZ BHU CROSS CONSULTING ENGINEERS
2407 NORTH 31st STREET, SUITE 200
TACOMA, WA. 98407
CONTACT: BRAD HALL
PHONE: (253) 383 -3257
FAX: (253) 383-3283
SITE DATA
CUT = 460 C.Y.
FILL = 5 C.Y.
QUANTITIES. ARE FOR PERMIT PURPOSES
ONLY. CONTRACTOR SHALL MAKE THEIR
OWN QUANTITY DETERMINATION. •
THE LOCATIONS OF EXISTING UNDERGROUND UTIUTIES ARE APPROXIMATE ONLY AND
HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTA11VE.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTIUTIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR
ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO
LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. AHBL
ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES.
TRENCH NOTE
IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH
THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2- 09.3(3)B, IT
SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR
WORKER SAFETY AND AHBL ASSUMES NO RESPONSIBIUTY. ALL TRENCH SAFETY
SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND
HEALTH ACT, CHAPTER 49.17 RCW. CHAPTER 49.17 RCW.
FILL SPECIFICATION
FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH
ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE,
FEDERAL OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR
STANDARD.
>( X
D
EXISTING
O
a>✓ DC
x
0
0
w
LEGEND
CATCH BASIN
FIRE HYDRANT
STORM MANHOLE
LIGHT POLE
YARD UGHT
WATER VAULT
DECIDUOUS TREE
WATER VALVE
FENCE LINE
STORM DRAIN LINE
S SAN. SEWER LINE
P BURIED POWER UNE
w WATER MAIN
0 GAS UNE
-- 410
CONTOUR
VICINITY MAP
SCALE: 1'
RfV111 1 /VED FOR
CODE COMPLIANCE
APPROVED
SEP I G 2009
PROPOSED City Of Tukwila
LUji LNG DIVISIQN l .
FIRE DEPARTMENT CONNECTION
IRRIGATION CONTROL VALVE
BOLLARD
SIGN
GAS METER
- REVISIONS
Alo changes shall he "made to the scope
of work without prior approves of
Tukwila Building Division..
NOTE: Revisions will require a new plan subrnit.!al
.. and may include additional plan review fees.
x
410
ADA ACCESSIBLE PATH E--
SILT FENCE
CB INLET. PROTECTION
ON -SITE CLEARING UMITS
CEMENT CONCRETE PAVEMENT
CRUSHED ROCK GRAVEL PAD
ASPHALT CONCRETE PAVEMENT
TEMPORARY BENCH MARK
x
FOSTER HIGH
SCHOOL
D08 -`I 29
FILE
Permit No.
review approval is ;
Approval of constructior
the violation of any ado;
of approved Field Copy
Date: /. z ...
City c
MEEM
RECEIVED
SEP 0 9 2008
PERMIT CENTER
Civil Engineers
Structural Engineers
Landscape Architects
Community Planners
Land Surveyors
Neighbors
TACOMA • SEATTLE
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.3812422. TEL
1200 Sixth Avenue, Suite 1620, Seattle, WA 98101
206.267,2425 TEL .
Prolect. Title:
Client:
Job No.
Issue Set & Date:
s ubject to error,; and omissions.
documents does not authorize
ted code or ordinance. Receipt
n d conditio is acknowledged:
T
a DMS!ON
•�'
Revisions:
Sheet Title:
Sheet No.
208004.10
Desi fined by: Drawn by:
WJF CMV
FOSTER
HIGH SCHOOL
2008 PORTABLES
GREENE - GASAWAY
ARCHITECTS
PO BOX 4158
FEDERAL WAY, WA 98063 -4158
CALVIN GASAWAY
253 -941 -4937
PERMIT SET
March 31, 2008
REUSE OF DOCUMENTS •
• 1HIS OOCUENT HAS DUN $CFED ElCCTRONC ILY N
l Op WAHCE.MIH MAC 188- 23-010 AND CHAPTER t9 4 Kt
MA Ru w, ALTERATION OF MY OF DE NFgNAT10N CH INS
DOCUI EIR ILL If MATE THE DOCIADR,
MY CFRRHCATICH AID SWORE
nE WAS AND Cf3C1S NCORPORAIED OM AS AN
NSI AMOIT OF FROFESSIONAL SOME IS TEE PROPERTY OF
Ain. ANDIS NOT TOEEUSED ;N MOM ORN PAM; FURMY
!OTHER PRO.EAT MRIOUT MTHIEN AUDEN2ADCN Of NET.
•
COVER SHEET
■
1 of 7 Sheets
Checked by:
SMC
STO 788 RIM M 266,07
12" CONC E 1.Ew;28Q.87
? PVC S fE- -282 3
12" PVC W
CALL 48 HOURS
BEFORE YOU DIG
1- 800 -424 -5555
f r ,..,-,.....,,,-... _ - _ , ==. - " , ... ,,,, .... , ==.,... 5 -... ; . \\I
'k-\.,-„-:;,..,,C4,..:.,.....--,.=,.7....,..=,..-.....---..4..
SITE WORK FOR PORTABLE CLASSROOMS FOSTER HIGH SCHOOL
A PORTION OF THE S 1/2 OF THE SE 1/4 OF SEC 15, T23 N, R4 E WM
KING COUNTY, WASHINGTON
w
Au srthz
.4
9
6
8
D
o \ 0
\
286.23
286.19
286.4
FACE t -
1
�� �1t1282750.8:
``""FG 287.36 J
r ;
286.39
FG
287.28
1
2 .4#
287,38
10
SEE GENERAL
NOTE NO. 4
h
oo
ASPHALT
ASPHALT
C.CNCRE CURB r STEM 67
I 10" CMP NE OVERFLOW
IE =277.72 TQP =27g,j
tv
12 CPP SW EE= 279.50
POSSIBLE 36 CPP S &N
UNABLE TO SEE
•
Q S i Ct3 .. 676 Rt M z; 286.26
8" \YC N iE: 2 3.86
6 r PVC SE #E: 283.98.
8" PVC`)S 1E= 264.04. M~
6" PVC 4;f tL= 2€; ,•.1
N
STCE-1 1 678 R#M .2Sa.05
12 >, /CPP NE IE- 28G,51-...,.
12 "f CPP SW 1 E- - 280.5-0,- "
c
1
STMH 677 Rita > - 285.20
36 CPP N 1E-4'4278.92
36 CPP SE 1E.-278.86 8`. PVC SEE 2822.13
LADDER W
1 �G�
lc l T�1
W 0 0" CUR
„„ 286.18 1
-- 286.03
M / )4 0 _ ! G 36.6
a = FG 486769-
0" CURB FADE
" C6RB FACE
w 1
i
rc 288.69
v FG 286.41
r�
cE1282754.51
FG
! 287:08
F
r
\ #f
176777.77'
•
V1177T
287.28
FG 286:69-
-° 286.89
\\ \
/ () \ 4
i FG 286,75 \
Iffr
' \ Q
5.0
k i
FF== 288,15
j Ic
/287.15
Kx
- x287
G 286,20
8
287.38
o
FG 28,62\
\
FO 286,78 \
FQ 286,43
MATCH EXST✓
286.90 /0 /0
<,\
0
Q
N176912.18
E1282785,71
N176840.27
E1282782.07
8.0
SEE GENERAL
NOTE NO, 4
`
d
8
9
10
14
m
16
18
SDCO, SEE DETAIL
RIMS 287.31
IE= 283.09
NOT USED
NOT USED
SDCO, SEE DETAIL
RIM= 2137.00 287.79
IE= 283.09
73LF 6* CPEP 0 0.50%
731F 6* CPEP 0 0.50%
SDCO, SEE DETAIL
RIM = 287.60
IE= 285.27
GRAPHIC SCALE
( IN FEET )
1 inch = 20 ft.
STORM DRAINAGE KEY NOTES
El I DISPERSAL TRENCH, 52' x 2.5', SEE DETAIL
CB #1, TYPE 1, W /SOLID LOCKING LID
N 176943.20
E 1282761.04
RIM =28744 287.30
IE= 284.32 (6 "N,S)
34LF 6" CPEP 0 0.50% MINIMUM
34LF 6" CPEP 0 0.50% MINIMUM
2015 6" CPEP 0 0.50%
SDCO, SEE DETAIL
RIM - 287.36 287.
IE= 284.42
11 25LF 6" CPEP 0 0.50%
CB #2, TYPE 1. W /SOLID LOCKING LID
N 176916.92
E 1282790.95
RIM =ff$.7:e0 287.92
IE =284.55 (6 "N,S,W)
CB/13, TYPE 1. W /SOLID LOCKING UD
N 176844.017
E 1282787.27
RIM= 28-7:89.287.96
IE= 284.91 (6 "N,S,w)
3615 6" CPEP 0 0,50% MINIMUM
MATCH NEW ASPHALT CONCRETE PAVEMENT TO EXISTING
ASPHALT CONCRETE PAVEMENT ALONG SAWCUT LINE. HOT
TAR SEAL ENTIRE JOINT (TYPICAL).
GENERAL NOTES
1. ALL BUILDING DIMENSIONS AND NORTHINGS AND
HASTINGS ARE TO FACE OF BUILDING.
2. CONTRACTOR SHALL VERIFY ALL EXISTING AND
PROPOSED GRADES BEFORE COMMENCING WORK.
CONTACT ENGINEER IF ACTUAL GRADES DO NOT
REFLECT GRADES OF TOPOGRAPHIC SURVEY.
3, BEDDING AND BACKFILL PIPE IN TRENCHES PER DETAIL
4. SEE SHEET C2.1 FOR CRUSHED ROCK PAD TO BE
PROVIDED BENEATH THE PROPOSED PORTABLES,
TYPICAL.
KEYNOTES!
0 PROVIDE CONCRETE PAVEMENT STRUCTURE PER DETAIL
Q PROVIDE ROOF DOWNSPOUT CONNECTION PER DETAIL
0 BARRIER FREE PARKING AREA AND STRIPING PER DETAIL
Q PROVIDE 156LF NEW CHAINUNK FENCE PER DETAIL
0 NEW LOCATION FOR EXISTING GOAL POST. MATCH EXISTING FOOTING
IN--KIND.
Q ASPHALT CONCRETE PAVEMENT STRUCTURE PER DETAIL
Q EXTRUDED CEMENT CONCRETE CURB PER DETAIL
0 INTEGRAL CONCRETE CURB AND WALK PER DETAIL
STORM DRAINAGE NOTES'
Q SAWCUT UNE TO MATCH EXISTING PAVING GRADE, HOT -TAR SEAL JOINTS.
10 4" WIDE SOLID WHITE PAINTED UNE, 4 MIL THICKNESS. PROVIDE NEW
PAINT LINES AT EXISTING PAINT UNE LOCATIONS, TYPICAL.
1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES
AND DESIGN AND CONSTRUCTION STANDARDS, AND THE CURRENT KING COUNTY
SURFACE WATER DESIGN MANUAL, UNLESS OTHERWISE APPROVED.
2. MARK ALL STORM DRAIN INLETS WITH "DUMP NO WASTE" AND EITHER "DRAINS TO
STREAMS ", "DRAINS TO WETLANDS" OR "DRAINS TO GROUNDWATER ', AS APPLICABLE,
3. DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1
SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS
SHALL HAVE BEVELED END SECTIONS THAT MATCH THE SIDE SLOPE (ONLY REQUIRED IF
NEW DRIVEWAY PROVIDED),
PAVEMENT RESTORATION NOTES'
1. ALL WORK TO CONFORM TO THE CURRENT WSDOT /APWA STANDARD SPECIFICATIONS
FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION.
2, A MINIMUM OF A ONE YEAR GUARANTEE IS REQUIRED ON ALL PAVEMENT PATCHING
AND OVERLAYS.
3. CONTROLLED DENSITY FILL IN PLACE OF CRUSHED ROCK MATERIAL MAY BE REQUIRED IN
CASES OF RECENT PAVEMENT OVERLAY, OR AS DIRECTED BY CITY ENGINEER.
REVItZ4 LI) i
CODE COMPLIANCE
APPROVED
SEP 1 6 ?OM City Of Tukwila
L jiw4G o•vjsior
._
Oo82B ,)
CM! Engineers
Structural Engineers
Landscape Architects
Community Planners
Land Surveyors
Neighbors
wt
TACOMA • SEATTLE
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.3832422 TEL
1200 Sixth Avenue, Suite 1620, Seattle, WA 98101
206.267.2425 TEL
Project Title:
SITE WORK FOR
PORTABLE CLASSROOMS
FOSTER HIGH SCHOOL
Client:
Job No.
issue Set & Date:
Sheet No.
208004.10
RECORD DRAWINGS
08/19/08
RECORD NOTE 08/19/08
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS.
WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE,
AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR
ERROR OR OMISSIONS WHICH MAY HAVE BEEN
INCORPORATED INTO THIS DOCUMENT AS A RESULT.
THOSE RELYING ON THIS RECORD DOCUMENT ARE
ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS
ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE.
RECEIVED
d SEP 0 Q 2000
Revisions: PERMIT CENTEE,
Sheet Title:
GRADING, DRAINAGE
& PAVING PLAN
Desinned bv:
WJF
NOTICE
ALTERADOI O' THIS DOCUMENT 5911. DIYAIAATE THE
PRO*ESSCRAL SRO. MD SONATURE. PUGLICADON cF
Ras DOODI NT DOES NOT DEROGATE FROM RESERSED
C1ARERS/I P RCM DI IL IDS DOOMRIf IS RIR use
ONLY FOR TIE now EMBED it 11IE TIRE BCC%
MO IS NOT 10 DE MICR RETAIL Mae. OR
ADM TO MAT PRO,ECY OR R IR ANY OM PROST.
Drawn by: Checked bv:
CMV SMC
C3.1
5 of 7 Sheets