HomeMy WebLinkAboutPermit D98-0024 - PARKWAY SUPERCENTER - TENANT IMPROVEMENTCity of Tukwila _ (206) 431 -3670
Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188
WARNING:
Parcel No:
Address: 17400 SOUTHCENTER PY
Suite No
Location:
Category: ARET
Type: DEVPERM
Zoning: TUC
Const Type: V -N
Gas /Elec.:
Units: 001
Setbacks: North:
Water: TUKWILA
Wetlands:
IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES,
APPLICANT IS PROCEEDING AT THEIR OWN RISK.
South:
Sewer:
Slopes:
Contractor License No: .
OCCUPANT PARKWAY`SUPERCENTER
17400 SOUTHCENTER PY, TUKWILA WA 98188
OWNER PACIFIC NORTHWEST GROUP A
C/O GEORGE MCELROY ASSOC INC, 3131 S VAUGHN WY STE`.204, AURORA C
CONTRACTOR SIERRA CONSTRUCTION CO INC. Phone: 206 885-3797
16715 N.E. 79TH STREET, REDMOND, WA 98052
CONTACT `.'TODD RANKIN Phone: 425-885-3797
16715 NE 79 ST, REDMOND WA 98052
r* ft****• kikykk**i(*** ***ytik********f citit*ir*ik*ik*** *tk tk*ti t** * * * ** *** * *k * ** * *** ***** * ** *** ******
Permit Description:
ALTERATION OF EXISTING STRUCTURES BY REMOVAL OF
100,946 SF AND ASSOCIATED UTILITY CAPPING :(STORM
DRAINAGE, SANITARY SIDE SEWER AND FIRE LOOP)
ALONG THE PERIMETER OF THE REMOVED STRUCTURE.
r**************************************************** * * * * * * * * * * ** * * * * * * * * * * * * * * * * * **
Construction Valuation: $ 363,406.00.
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:
Land Altering: N Cut:
Landscape Irrigation: N
Moving Oversized Load: N Start Time: ` End Time:
Sanitary Side Sewer: N No:
Sewer Main Extension: N .Private: N Public: N
Storm Drainage: N
Street Use: N
Water Main Extension: N
*********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
TOTAL DEVELOPMENT PERMIT FEES: $ 3,646.46
F**************************************************• ** * * * * * * ** * * * * * * * * * * * * * * * * * * * **
Permit Center Authorized Signature:
The granting of this permit
cancel the provision of any
or the perfor f work.
development p
Signature:
Print Name:
DEVELOPMENT PERMIT
Occupancy:
UBC:
Fire Protection:
.0 East: .0 West:
TUKWILA
N
•
n
Private: N
Permit No:
Status:
Issued:
Expires:
Streams:
Date:
End Time:'.
F i l l :
D98 -0024
ISSUED
04/03/1998
09/30/1998
STORE
1994
SPRINKLERS
.0
Public: N
Date:
does not presume to give authority to violate or
other state or local laws regulating construction
I ani authorized to sign for and obtain this
C At
I hereby certify that I have read and exam 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.
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.
1
ddress :;
SO t
Tenant Status: ISSUED'
` Type DEVPERM Applied: 01/23/1998
Parcel # Issued: 04/03/1998
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Permit Conditions;
1 Ito changes wi. i be Made to the -:: ians les approved by the
'Ar•ch;i tect or Eng 1 n;eer� nd, th �u w.i..1,:a<<YBui l dl ng D i v i.s:i on
Electrica 'obtained • through I'he Washington:
tete - Divi :li of,:L ^abo Ind rr'' and I vies and a l`l electrical�
wor F i ii 1l, inS�pe by that < (243- 6 630) .` M�
P:lunr bi.ng per rni ,��sfiai b;e .abta,3'ned thr ough the Seatt,1e -1 ing.
Count De a tm'ent oi, ;, . `''
y p � �, ) Fubl ic i-iealth ,Fl umbing wi�1 l be ti���
iinspected,byr,tha�t,Y � i ncluding ail .!ga. pipi►i
t 29 6 -472 ) : :" . . y •
' � , �.,:
A;l l per rr ts, spect records, and approved p lans s l l ,he • Avail ab.l;e 'at t ub .si.te' ,p`r ior Loa the start of 'any con
struction. �Tlie eidLocuren s'jare to ie maintained "a,nd avar:, ; 1 .
able until - t ail 1rispe approval is :granted ' e 4
Ali cgrlstrti t ion ;t'o be done'1in conformance with appOved �:•
01a d Y r;eme Bui iding Code (1994_
Eiiiti gas amended, Uvifo0r,-,:Mec.h'aii facie, °t 1,994 Edition),
and Wa' ;h i itgton .�ta,te Energy Code (1994 Edit
• Validity 'of mi t: The issuanc a
e of per met :: orz appro
p;lans,1 spec itications, and":computationti stral? not be con
s trued t o be t . for, or ari apps ov k1 of ,•. a iiyr- •v a £ i o n
f any ` of the }provisions of the ; u:i�l d i rl ! co;de, or .i of any
othetWcird t he jurisdi;cti.on. ,Nd p ermit 'pr esumirtiy,.to
1 t �,. � r r 5•i 8 ..
give: a[t,thar`i, ty to violate "or. cance 1 tfle prow i.s,i on o,f .0 i s's; {'sx
:code .'sha Kai. d ;.,. ,, ,, M..
THE EXISTING, •COMP USA BUILDING IS ,.'NOT" INCLUDED WIrTH `THI r
PERMIT 4APPLIGAT'IUN -PER K. E. N 20/913. i , W'
Tempor-ar;y 4; lFon ,.coh l measc'ir sha IT `;be i mpl, as
the first, orde "r'' af`y,b "iness to pa. e)0 rti t,`;.s edirnentati ons k7 ot,f -,;
site or into T s , ti'ng .storm d rainage, 1;`aci 1,i,t
The site Ahal;1 ha've/perranen`tr ar,,, # si on a c.oritrol ir s ores. ! {i.i
place a soon a poss after final gra sr. been -.<4
completed and .p4t11f r t.o' ;th ' e Fitial In spect :orr
N`aA a
10, ALL CONCTRUCTIC(TIVITY,4 AS'�0CiI VED `W =IT:l<•1��THIS PART
BUILDING 'REMOVAL SHALL».:BE LIMITED TO r.WITt-IIN 1 �0F;;'THE
BUILDING EXTERIOR.. " ~`�:
Project Name/Tena •
CAt1 f-111,4(
Value of Construr►b
7,(p 3 y060. 00
Site Address: City State/Zip:
i i�(�e u- Y'pn -�Q R
Tax"�arcel her
-9Ut� -c
Property Owner: /
M i w-- ti =} tot
Will there be rack storage? ❑ yes ono
Phon
- t'd� 1-- q-*DO
Street Address:
q /!? CAI3 1M, 4. l -4 .1 , cam.
City State/Zip:
g---4
Fax #:
GZD • (v - 1 - V 11 --
, -
Contractor:
M124--A CoN,c64-?uc,--ktat3 t?_cYYt ..
, 1 t
Phone:
AIM- SS s - S - 4 -
Street Address:
a - relaki.• , A
Cit tate/Zip:
••o 2
Fax #:
4 1A , - ' - - so
Architect:
11 44s`�CA ON-41
Phone: r O'L
G,arh - t /
Street Address: City State/Zip:
cccO InktA' tu3S • ' L A t 60 . c. 97c
Fax #:
S- 6;4D - O'2-7
Engineer:
Phone:
Street.Address: Cit State/ ip
i f ( em3 P Act- . 4)9 0 pi-t"10 oR 0 -
Fax # :
61?7 - i - -'9•00
/
Contact Pers , ' - `
Phone:
Street , Adddres � v (�,, ,� - __ n._
/O `er 11V - � ` 4 . I t �r''�1. JIV1L7hN �� GJiA-
p City S
1`8 ` �-
Fax #: Q{ �( 2
'" �/US "� LJ
Description of work to be done: A i f r 2 � `esA - -,,rv- u p_ /
Existing use: R etail ❑ Restaurant El Multi-family ❑ Warehouse Hospital
O Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office
❑ School /College /University ❑ Other
Proposed use: (Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital
Church ❑ Manufacturing ❑ MotelHotel ❑ Office
❑ School/College /University ❑ Other
Will there be a change of use? ❑ yes Ono
If yes, extent of change: (Attach additional sheet if necessary)
Will there be rack storage? ❑ yes ono
Existing fire protection features: sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify)
Building Square Feet: existing
Area of Construction: (sq. ft.) (GCS -
Will there be storage of flammable /combustible hazardous material in the building? ❑ yes no
Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets
Commercial / Multi- Family Tenant Improvement / Alteration Permit Application
CITY OF T' 'KWILA
Permit Center
6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188
(206) 431 -3670
FOR STAFF USE ONLY
ji ve 1:1:1`1.04
Application and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mall or facsimile.
CTPERMIT.DOC 1/29/97
• APPLICANT RE QUEST : FOR PURUC.WORKS REVIEW OF LLO,.W
E :FOI,N
: (Addition!. -reviews may.-be detehniiiedsby the P. ubllc Works D
❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk
❑ Fire Loop /Hydrant (main to vault) #: Size(s):
❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds.
❑ Sanitary Side Sewer #: ❑ Sewer Main Extension
❑ Storm Drainage ❑ Street Use ❑ Water Main Extension
❑ Water Meter /Exempt #: Size(s) 0 Deduct
❑ Water Meter /Permanent # Size(s):
❑ Water Meter Temp # Size(s): Est. quantity: gal
❑ Miscellaneous
❑ Flood Control Zone ❑ Hauling
❑ Landscape Irrigation
O Private 0 Public
O Private 0 Public
0 Water Only
Schedule:
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 appllcaa lo accepted:
3
Date application ex Tres:
7 -3 -pis
Appllc on ken by: (Initials)
PLEASE SIGN BACK OF APPLICATION FORM
BUILDING OW gR O' , UTHORIZED AGENT:
Signature: /
I
Date:
Print name. t, A 4A ti .fir
Phone: C� - , 5-...
x; _, pc_r „D9iv
Address (kR''I (4,1�
City / Sjt in, 1,06 OP 2
ALL COMMERCIAL /MULTI -FAMI TENANT IMPROVEMENT /ALTS TION PERMIT APPLICATIONS
MUS7MA SUBMITTED WITH THE FOLL G:
� I iT'<li1C BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT,
"r' �T '�'U = E INEER 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
❑ ❑ Complete Legal Description
❑ ❑ 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).
Four (4) sets of working drawings (five(5) sets for structural work), which include :
❑ ❑ Site Plan (including existing fire hydrant location(s)
1. North arrow and scale
2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements
3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions
4. Location of driveways, parking, loading & service areas
5. Recycle collection location and area calculations (change of use only)
6. Location and screening of outdoor storage (change of use only)
7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's
boundaries
8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of
use only) •
9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of
those, identify by size and species which are to be removed and saved
10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change
of use only)
11. Location and gross floor area of existing structure with dimensions and setback
12. Lowest finished floor elevation (if in flood control zone)
13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H-
9).
❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled
❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of
any hazardous materials; dimensions of proposed tenant space.
❑ ❑ Vicinity Map showing location of site
in ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack
layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of
rack. Structural calculations are required for rack storage eight feet and over.
❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished
❑ ❑ Construction details
❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; 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.
❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings.
❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds).
❑ ❑ 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
Public 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 If 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.
CT1'LRMIT.DOC 1/29/97
• ,, ,,,,, , 7 M r'. ' TF.1 4 ir
' •
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1 yt +4.04A.A.*
CITY OF ruKwIL(, WA . • 4-
-... • It ANS M
*
RANStig:r' : 1)1.0111i PIA.: R9700739
. . .
,S TERR
• D' 8 DEVI'ERM• ' DEVELOPMENT ,PL-RMT, T
, . • • ":
Peel No r, • ' • <
Site •Odcr'6 ',SOUTIICENTEfi ( ,PY•;• •
Total • 34,641.
•• •.• 1,604.00 • .,•
(ccount Code Dei4tription •
000/345.830,' , PL AN • ONEC,I(..--. NONRES • • ,•
• • . •
900(322;106 • • „ NO • .NONI2ES
000/386.904 •-• 61 ATE. 0113:LOINS' SURCI.IAROE - 4. • "' ' ' '
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••••• 1Fits:::P ••••••':• :.•.:: •-•::' •-;?;p42.,,46 ••••:i: Tc!til•-• ALL Pri :. ::::-.1 H2,942,..•..4
•'' ' ''''.' • • -'••• ...:-. '", •.::••• •'-'. ' ,.' •••.:2 '••••': '•,.. : ,-...•• ..---. 13 a 1anter.,... - ' 146
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.A'ccount. Code -...,,- - .', - 2•Dor i pt.i.on:- •' :r. .. ,. ••• : • -,. : Amoubli' . •': ., H.-- '-• - • •.-','•••• - ' -
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0401/26 717'. TOTAL
11
Project. • ' - -
Type of inspec 'on: '"
Addre s:
t . . t
/.
/
a
i,
Date called:
_ _9
Special instructions:
:
r Date wanted:
/— /Z -- 97 p.m.
Requester: T d ..,
/ G�
Phone No.:
010 57 if — 0925
INSPECTION NO. PERMIT NO.
CITY. OF TUKWILA BUILDING DIVISION
6300 Southcenter 18Ivd., #100, Tukwila, VA 98188
Approved per applicable codes.
COMMENTS:
Inspector:
I Receipt No.:
INSPECTION RECORD ; ,
Retain a copy with permit
Corrections required prior to approval.
Date:
206) 431 -3670
1 $42.00 REINSPECTION FEE REQUIRED. Prior to i fee must
be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection.
Date:
INSPECTION REC
• Retain a: copy with
INSPECTION NO.
CITY: • OF TUKWILA BUILDING DIVISION
6300. Southcenter Blvd.,. #100, Tukwila; WA 98188
(206) 431 -3670
Type of i pec ion: .
INAL
ate called:
Date wanted:
%/1 - 99
Project:
Add
Special instructions:
Requester:
( /Jd�
Phone No.:
`Approved per applicable,c
Corrections required prior to approval..
COMMENTS:
L 47j, riff/Fe
[ $42.00 EINSPECTION FEE REQUIRED. Prior to nspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100.. Cali to schedule reinspection,
I Receipt No.:
Date:
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Project:
Address:
/"- Ott -Gr ,',n
Special instructions:
Type of inspec
pon: U : 6
Date called
/- //— 99
Date wanted: a.m.
Requester: - rod (
.Phone No.:
Approved per applicable codes;
COMMENTS:
1 4. Date:
0 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection,
Inspector:
Receipt No.:
INSPECTION REC
Retain a copy with
Corrections required prior to approval.
Date:
1)98- o c4
PERMIT NO.
(206) 431 -3670
INSPECTION REC
Retain a copy with
INSPECTION NO.
C ITY: OF TUKINILA BUILDING. DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
(206) 431 -3670
Proj,
Addre ss:
Speci
instructions:
Lt Type 1 inspection:
OLL� Date ca led:
Date wanted:
! - 46
Requester:
Phone No.:
Approved per applicable codes:
Corrections-required prior to approval.
Inspector:
v r4
Date: /Z fi /
ri $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
f Receipt No,;
Date:
COMMENTS:
.,... r .
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To Diy514/tA4 ID GIALck,e,A-4A.
i-k-k k (k sty ,
_
1110/11:: ifi4 VLepaAA,1441 .
,
Project: su...(b . 2.4
0...v.....
Type of inspection:
p ......k i
Addres
.,..c. , eicl
Date called:
Special instructions:
_
•
4 ci,
r... Fc
Date wanted:
a.m.
P.m.
Requester:
Phone No.:
Inspector:
INSPECTION RECORD--
Retain a copy with perk_
INSPEC NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Approved per applicable codes.
I Receipt No.:
• • •
• • .
. , • , • -
• • • •
' „• • ,• , , ' ' ' • . • , • •
, • .
• • „ • ' • .
. • , • „.
. .
Corrections required prior to approval.
c7,0
Date:
RMIT NO.
DT8— 002-4
(20
431-3670
'
P1 $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must
be pald at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon.
Date:
Project:p
ar Sc4 r een-ter
(` 'I Pc
T p of inspection:
T
C ap on n ,
/0" ÷ire tirie.T
Address:
/7500 Soceihcenhr
D tailed'
''' ' 2 & - 9 8
Special instructions:
green E. • eons&
Pkwy.
2'414- 94,5-4,
Date wanted: 3
l a ) .. 1 0z
Requester:
Phone No.: 4 6,51
IN ON NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Crity1ENTS:
3 - 011'6
C. c4 QOlQ a=vgati .121
i lit-c* - e c ( 9,ars
t \\ S IA#j tk)VIA e 0144
Inspector:
1 Receipt No.:
Approved per applicable codes.
INSPECTION RECQR
Retain a copy with per
1 1
- .?to it4 ■J}A.;
431-3670
Corrections required prior to approval.
Date\ 3
$42.00 REINS CTION FEE REQUIRED. Prior to inspe.Etion, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Date:
•
Pnivi'ect:0 U sti_ k
Type of inspection: RA+
Addreay
Date called:
3ii 8
Special instructions:
N :
Date wanted: / _ /,..
1914q
a.m.
P.m.
Requester:
Phone No.:
COMMENTS:
fn.
I Inspector:
INSPECTION RECOR
Retain a copy with pe
INSPEC ON NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Approved per applicable codes.
1 1
Corrections required prior to approval.
3/1 et/q 13e.--)-(*4 iit‘crAArc*Lfiv..
-to io
Ccs1.4%-ad--e.( cb 0 _ 4 11, 04 f. ; 6
JAI
A1144 6,4:0 cA: a 48 96 PtC)V
70/,/ (4 dA-4.1 SPNV Ci) 5i
tAA A-4 C ?SI t&A.A/"7
it :c(S
r zkrikruc. 0K.
Date:
IT NO.
(206) 4 -3670
Vis
m $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must
be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspeabn.
Receipt No.:
Date:
John W. Rants, Mayor
Retain current inspection schedule
Needs shift inspection
Approved without correction notice
Approved with correction notice issued
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre -Fire:
Permits:
FINALAPP.FRM
Authorized Signature
I o LI I 6k
Date
Rev. 2/19/98 T.F.D. Form F.P. 85
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 3754439
i
ACTIVITY NUMBER
PROJECT NAME
DEPARTMENT:
BU ING WI
3-6\ 4b
PL C 3-
WR KS
1 O
DETERMINA ON OF COMPLETENESS: (T,Th) DUE DATE 1 -27 -98
COMPLETE NOT COMPLETE ❑ NOT APPLICABLE ❑
COMMENTS
TUES /THURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED 0
ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.)
REVIEWERS INITIAL
Pty � &rod/. ea-pe
PLAN RE IE /ROUTING SLIP
D98 -0024
PARKWAY SUPERCENTER
APPROVALS OR CORRECTIONS: (ten days)
REVIEWERS INITIAL
CORRECTION DETERMINATION:
C:ROUTE -F
DATE
DATE
DATE 1 -23 -98
I�o r a-
PLANN
N ..
REVIEWERS INITIAL DATE
ERMIT COORDINATOR
DUE DATE 2 -10 -98
APPROVED fl APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑
DUE DATE
APPROVED 1 APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) ❑
(Certification of occupancy required. )
4
TO:
FROM:
DATE:
SUBJECT:
ft
City of Tukwila
Department of Public Works
NOTIFICATION OF UTILITY PERMIT ACTION
Permit Center
Public Works Engineering
March 31, 1998
Parkway Supercenter
Demolition
17400 Southcenter Pkwy
Project No. PRE97 -037
Permit Number: D98 -0024
Contact Person: Mr. Todd Rankin
Phone: (425) 885 -3797
John W. Rants, Mayor
Ross A. Earnst P. E., Director
THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE
IN ACCORDANCE WITH THE PLANS APPROVED ON MARCH 31, 1998:
PERMIT FEE
Storm Drainage
Sanitary Side Sewer Capping Only No Fee
Fire Loop
TOTAL: No Fee
Two copies of the confirmed Utility Permit Application and approved plans are attached for inclusion
in the permit file. If any questions, please advise.
JJS /tkf
CF: Development File (with copy of application and plans)
PW Utilities Inspector (with copy of application and plans)
Finance Dept. (with copy of application)
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 4310179 • Fax (206) 4313665
. . • . , • , . • „
• • •-••- ••• • • •-••••••• •
, , •
• - • ' • • • •, •
• ROBERT
•
itA •
•
F \ 11 I 1 I
ltSSOCIATES
CONSUIirING ENGINEERS
March 9, 1998
Mr. Duane Griffin
City of Tukwila
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
A PROFESSIONAL
• , SERVICES : •
• CORPORATION
2030 FIRST AVENUE
SUITE 203 ' .
SEATTLE. WASHINGTON 98121
. TELEPHONE: (200) 250-1803
PAX: (200) 256-0197
Regarding: 98-T-03 Parkway Supercenter (D98-0024) RFA #980102-03
Site A Demolition
Pear Mr. Griffin:
The drawings we received for the demolition of the existing buildings do not contain information to
provide a structural review of We typically do not review demolition drawings. The drawings for
the improvement of this project (#D98-0026) contain details at the connection of the new to existing
construction (or we have requested this information). The demolition drawings have notes
indicating that shoring will be provided, where required.
Our concerns regarding demolition will be addressed in the site improvement comments. We are,
• therefore, returning the demolition drawings for your use.
If you would like to discuss our review of the demolition drawings please give me a call directly at
(425) 255-3099. We have forwarded a copy of this letter to the architect, Benner Stange
Associates, for your convenience.
Sincerely,
ROBERT FOSSATTI ASSOCIATES, INC., P.S.
Cry al Kolke
Senior Plan Reviewer
Enclosure
cc: Mr. Jeffrey Benner, Benner Stange Associates
c:lfossattiktukwila91403r1.doe
John W. Rants, Mayor
Steve Lancaster, Director
Mr. Todd Rankin
Sierra Construction Company, Inc.
16715 Northeast 79th Street
Redmond, Washington 98052 -3797
Dear Todd:
SUBJECT: 'LETTER OF COMPLETE APPLICATION
Development Permit Application Number D98 -0024
Parkway Supercenter
17400 -17580 Southcenter Py
This letter is to inform you that your permit application received at the City of Tukwila
Permit Center on January 23, 1998, was reviewed at the January 27, 1998, plan review
meeting. Your application has now been determined to be complete. Your permit has
begun the plan review process, you will be notified of any required corrections or when
your plan is approved.
If you have any concerns or questions please contact me at the City of Tukwila Permit
Center at (206) 431 -3672.
Sincerely,
kke - /Y)
' I
Kelcie J. Peterson
Permit Coordinator.
File: D98 -0024
PRE97 -037
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431366S
City of f T'IkWil8
Fire Department
Fire Department Review
Control #D98 -0024
(512)
Dear Sir:
January 29, 1998
Re: Parkway Supercenter - 17400 -17580 Southcenter Parkway
The attached set of building plans have been reviewed by
The Fire Prevention Bureau and are acceptable with the
following concerns:
1. Maintain fire extinguisher coverage throughout.
Clear access to fire extinguishers is required at all
times. They may not be hidden or obstructed. (NFPA
10, 1 -6.5)
2. Aisles leading to required exits shall be provided
from all portions of buildings. Aisles located within an
accessible route of travel shall also comply with the
Building Code requirements for accessibility. (UFC 1204.1)
Exit doors shall be maintained in accordance with
Section 1207. Exit doors shall he maintained in an
operable condition. Doors installed as part of
required fire assemblies shall be maintained in
accordance with Section 1112. (UFC 1207.1)
3. Maintain sprinkler coverage per N.F.P.A. 13.
Addition /relocation of walls, closets or partitions may
require relocating and /or adding sprinkler heads.
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,
John W. Rants, Mayor
Thomas P. Keefe, Fire Chief
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) .575-4404 • Fax (206) 575-4439
City of Tukwila John W. Rants, Mayor
Fire Department Thomas P. Keefe, Fire Chief
Page number
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 #1742)
A permit is required to shut -down a sprinkler system
for demo. The permit is obtained at the Tukwila Fire
Department Fire Prevention Bureau. The work shall be
done by a licensed sprinkler contractor with the
appropriate level of competency.
Contact The Tukwila Fire Prevention Bureau to witness
all required inspections and tests. (UFC 10.503)
(City Ordinance #1742)
4. All electrical work and equipment shall conform
strictly to the standards of The National Electrical Code.
(NFPA 70)
5. Accumulation of combustible waste material is
prohibited during the demolition phase of this project.
Remove and properly dispose of all waste material prior to
the close of the working day and as often throughout the
day as needed.
This review limited to speculative tenant space only -
special fire permits may be necessary depending on
detailed description of intended use.
Any overlooked hazardous condition and /or violation of the
adopted Fire or Building Codes does not imply approval of
such condition or violation.
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 Phone: (206) 575-4404 • Faio (206) 57$4439
IA—
PARKWAY ETUP6R
TUKWILA ,WASHINGTON
SITE "A" AND RELATED BUILDINGS ALTE
8.- °m
A.B.
ACOUST.
ADJ.
AFF.
AGG.
ALUM.
ANOD.
APPROx.
ARCH.
ASPH.
AUTO.
A.FF.
A.N.5.1.
DEVELOPER
M B K NORTHWEST LIMITED
7690 S.W. MOI IAWK STREET
TUALATIN, OREGON 97062
TEL (503) 691 -9500
FAX: (503) 684 -7272
ARCHITECT
BENNER STANGE ASSOCIATES
ARCHITECTS, P.C.
5000 S.W. MEADOWS , SUITE 430
LAKE OSWEGO, OREGON 97035
TEL: (503) 670 -0234
FAX: (503) 670 -0235
STRUCTURAL ENGINEER
KPFF CONSULTING ENGINEERS
111 S.W. FIFTH AVENUE, SUITE 2500
PORTLAND, OREGON 97205 -3523
TEL (503) 227 -3251
FAX: (503) 227 -7980
SITE ELECT. ENGINEER
KPFF CONSULTING ENGINEERS
111 S.W. FIFTH AVENUE, SUffE 2500
PORTLAND, OREGON 97205 -3523
TED (503) 227 -3251
FAX (503) 227 -7980
CIVIL ENGINEER UNDER 5 PARATE PACKAGE
KPFF CONSULTING ENGINEERS
13 S.W. FIFTH AVENUE, SUITE 2500
PORTLAND, OREGON 97205 -3523
TED (503) 227 -3251
FAX: (503) 227-7980
LANDSCAPE ARCHITECT
GREENWORKS
UNION STATON, 800 N.W. 6th AVE., SUITE 327
PORTLAND ,. :OREGON 97209
TEL (503) 222 -5612
FAX (503) 222 -2283
GENERAL CONTRACTOR
SIERRA CONSTRUCTION CO., INC.
16715 N.E. 79th STREET
REDMOND WASHINGTON 98052 -4425
TEL: (425) 885-3797
FAX - (425)885 -4330
ABBREVIATIONS
BD.
BLDG.
BLK. / BLK•G
BM.
BOT.
B.O.
AT
ANCHOR BOLT
ACOUSTIC /ACCOUSTICAL
ADJACENT
ABOVE FINISH FLOOR
AGGREGATE
ALUMINUM
ANODIZED
APPROXIMATE /APPROXIMATELY
ARCHITECTURAL
ASPHALT
AUTOMATIC
ABOVE FINISHED FLOOR
AMERICAN NATIONAL
STANDARDS INSTITUTE
BOARD
BUILDING
BLOCKING
BEAM
BOTTOM
BOTTOM OF
GAB.
CER
CLG
GL R
COL.
CONG.
COND.
CONN.
CONTT,
CONT.
CORK
CU.
G.F.M.
C.I.
C.J.
G.MAU.
o OR DIA
DBL
DEPT.
DIM.
DISP.
DN.
DR
DIAMETER
DOUBLE
DEPARTMENT..
DIMENSION
DISPENSER
DOWN
GENERAL NOTES
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
CONDITIONS ON THE DWG, AND ON THE JOB PRIOR TO
10,CUTION OF ANY WORK AND SHALL NOTIFY THE
ARCHITECT Or ANY DISCREPANCY_ CONTRACTOR SHALL SE
- RESPONSIBLE FOR ALL COSTS UNCURED DUE TO HIS
FAILURE TO DO 50,
2. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM WITH
ALL STATE AND LOCAL JURISDICTIONAL' BUILDING CODES
AND REGULATIONS.
3_ FEIT+ER THE OWNER NOR THE ARCHITECT WILL ENFORCE
SAFETY MEASURES OR REGULA- T IONS. THE CONTRACTOR
SHALL DESIGN, INSTALL, AND MAINTAIN ALL SAFETY
DEVICES AND SHALL BE SOLELY RESPONSIBLE FOR
CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY
AND HEALTH STANDARDS. LAWS AND REGULATIONS.
4. PROVIDE FIRE- EXTINGUISHERS WITH REQUIRED SIGNAGE
AS REQUIRED BY FIRE DEPART- MENT FIELD INSPECTOR
DURING CONSTRUCTION, PROVIDE A PORTABLE FIRE. EXTIN-
C4IISHER WITH TT, ABC RATING WITHIN 15 FOOT" •
DISTANCE TO ALL PORTIONS OF THE JOB. -
5_ PLANS FOR AL FIXED FIRE PROTECTION EQUIPMENT SUCH
AS STANDPIPES, SPRINKLER SYSTEMS, AND FIRE ALARM
SYSTEMS MUST BE SUBMITTED TO AND APPROVED BY THE
FIRE MARSHALL, FIRE SPRINKLER ENGINEER AND TENANT
PRIOR TO INSTALLATION OF EQUIPMENT.
6. ALL DIMENSIONS TO FACE OF STUD UNLESS OTHERWISE NOTED
BUILDING CODE
A PROJECT LOCATION= 11300 SOUTHCENTER PARKWAY
TUKWILA, WASH.
B. 1994 EDITION UNIFORM BUILDING CODE WASHINGTON AMENDED
O CONSTRUCTION TYPE- V- NONRATED •FULLY SPRINKLERED.
D. OCCUPANCY GROUP= M !MERCANTILE)
E ZONE CLASSIFICATION 'TUC - DISTRICT' -.
F. SEISMIC ZONE= 3 (1994UBC CHAPTER 16 FIG. 16-2)'
G. MAXIMUM ALLOWABLE AREA= TABLE 5-C NBC) = 8,000 5F_
!AREA INCREASE ALLOWED FOR FIRE PROTECTION
YARD SEPARATIONS.)
BASIC ALLOWABLE- B 5E.
ALLOWABLE W/ FIRE PROTECTION UNLIMITED SF_
AND 60 FT. YARD AND PUBLIC
WAY SEPARATION=
H •PROPOSED RETAIL BUILDING AREAS
MAIN BUILDING AREA No. I .130.534 5F.
(EXISTING / ALTERED)
MAIN BUILDING AREA No. 2= 25,600 S.F.
(NEW)
MAIN BUILDING AREA No. 3' - 113,908 SF.
(EXISTING / ALTERED)
145;161 S.F.
415603 5F,
8,000 S.F.
MAIN BUILDING AREA No. 4, :.
(EXISTING / ALTERED)
MAIN BUILDING TOTAL=
(EXISTING AND NEW COMBINED)
PAD 'A BUILDING
NEW
RESTAURANT PAD. BUILDING
(NEW - N.I.CJ
16.
SF.
I. MAXIMUM HEIGHT OF BUILDING - TABLE5- B(UBC)
1. ALLOWABLE HEIGHT= 40 FEET
2. PROPOSED HEIGHT= 39' MAX:
J. NUMBER OF STORIES - TABLE 5-15 (UBCI
I. ALLOWABLE= TWO STORY
2. PROPOSER ONE STORY,
K. TENANT OCCUPANCY LOAD TO BE ESTABLISHED WITHIN TENANT._
L. TENANT EXITS SHALL COMPLY WITH ALL APPLICABLE CODES
REFER TO THE DRAWINGS FOR LOCATIONS..
CABINET
CERAMIC
CENTER LINE.
CEILING
CLEAR
COLUMN
CONCRETE.
CONDITION
CONNECTION
CONSTRUCTION
CONTINUOUS
CORRIDOR
CUBIC
CUBIC FEET. PER MINUTE
CAST IRON
CONTROL. JOINT
CONCRETE MASONRY UNIT
DWG. : DRAWING.
DTL DETAIL
D.S. "DOWNSPOUT
D.F. 'DOUGLAS FIR'
EA. EACH
ELECT ELECTRIC/ELECTRIC,
ELJELEV.: ELEVATION/ELEVATOR
EQUIP. EQUIPMENT
EQ. .EQUAL
(E) EXISTING
EXIST. EXISTING
ExP. EXPANSION
ExTING. • EXTINGUISH/EXTINGUISHER,
EXT. EXTERIOR
E.J. EXPANSION JOINT
E.W. EACH WAY
MTN. FOUNDATION
F.F.E. 'FINISH :FLOOR ELEVATION;-'
FIN FINISH
FIN. FACE :FINISH FACE
FL. FLOOR
FT. FOOT ``
FTC. FOOTING. I
F.E.C.
•• FIRE EXTINGUISHER CABINET
F.O.F. FACE'OF'FNISH
F.O.M. .FACE OF MASONRY
FACE OPSTUD 4 ;<
DIRECTORY
BUILDING DEPARTMENT
CITY OF TUKWILA
6300 COUTHCENTER BLVD
TUKWILA, WASHINGTON 98188
TEL (206) 431 -3670
FAX: (206)431 -3665
PLANNING
CITY OF TUKWILA
6300 COUTHCENTER BLVD
TUKWILA„ WASHINGTON 98188
TEL: (206) 431 -3670:
FAX: (206) 431-3665
ZONING CODE
I. APPLICABLE ZONING CODE
B. ZONE DESIGNATION
C. TOTAL BUILDING AREA
MAIN STRIP BUILDING.
- -
(EXISTINGAND NEW COMBINED)
PAD 'A' BUILDING
(NEW)
RESTAURANT PAD. BUILDING
(NEW - RIO)
RESTAURANT /RETAIL BUILDING
!EXISTING)
RESTAURANT/MEDICAL BUILDING
!EXISTING)
1996 EDITION; CITY OF TUKWILA
TUC - DISTRICT
458,043 SF.
415603,5,
8,000 5F-
1,856 SF-.
ESS60
1',943 SF_
29.69 ACr E5 / 1291072 SF_
35%
15 FT
10 FT.
(51 SHEET AI.0
D. SITE AREA -.'A'
E BUILDING COVERAGE_ MO
F. MAXIMUM HEIGHT
G. MINIMUM BUILDING SETBACKS
FRONT. LOT LINE.
REAR LOT LINE
REQUIRED OFF-STREET PARKING
GALV. GALVANIZED
GA. GAUGE.
GEN. GENERAL
GL GLASS
GYP. - GYPSUM
GYP. BD: Gypsum BOARD
G.L GLU -LAM
HC/HCAP. HANDICAPPED
HD : HOLLOW .; CORE
HDR HEADER = '.:
HORIZ. HORIZONTAL
HR HOUR
HT. HEIGHT
H05E BIB
HB S
M. HOLLOWMETAL
H.v.A.C. HEATING VENTILATION AND
AIR CONDITIONING
1N. INCH
INSUL INSULATION
INT. INTERIOR, ..
JT. JOINTS
J5T J015T"
•
LAVATORY
MANUFJMFR MANUFAC UREF2
MAS. MASONRY
MAT MATERIAL •
MAX MAXIMWM
M.D.O. - MEDIUM DENSITT,OVERLAID.
MECH. 'MECHANICAL`
MEMB- MIFJ'IBRANE
M MEZZANINE
Mk -. - MANHOLE.
MIN MINRIUM
MISC. MISC LLANEOUS
MASONRY OPENING
MTL METAL
NEW
NOtt NOMINAL •
NO- NUMBER
N.LC. NOT' IN CONTACT.
OPPOSIE
OPENING T
OPP.. ' OPSITE'
O.C. ON
'PERM- PERFORATED
PLYR PL
W� YWOOD ,'
. P B. PARTICLE BOARD.
jp ' P,.ROF'ERTY;LINPJQATE
P T, PRESSURE`TREATED
PT.D PAPER TOIDEL `D1,5PE1.SER
SHEET INDEX
ARCHITECTURAL
D0.0 COVER SHEET
D1.0 SITE and SIG DEMOLITION PLAN
D1.1 SITE and BULL_DNG DEMOLITION PLAN
D12 SITE and BUILDING DEMOLITION PLAN
A1.1 SITE PLAN
REINS REINFORCED /REINFORCING
REQ REQUIRED
- REV_ REVERSE
RML ROOM
R RADIUS
RD- RAIN DRAIN/ROOF DRAIN
RD. ROUGH OPENING_
SCHED_. SCHEDULE
SECT.. SECTION
SHT-. SHEET
SNT•G SHEATHING
50. SQUARE
SQ. FT_ SQUARE FEET
SUM_ SIMILAR
SPEC. SPECIFICATION
' STD_ STANDARD
STL ..STEEL
STOR .STORAGE
STRICT- STRUCTURAL
SUSP. SUSPENDED.
SYS. ( SYSTEM
SAND 5. STAIN AND SEAL
S AND V. STAIN AND VARNISH
SG .-SAW CUT /SOLID CORE
SD. SOAP DISPENSR
S.M. SHEET METAL -.
S.S. STAINLESS STEEL - -
TEMP.
THK_
TYP.
T
T.C.I.
TDA
T.O.C.
T.O.D.
7.OF_
7.0N1
7.OP.
T.P.
T.PD.
TS
LOS.
7.0.W
UG
UJ3 G..
U.ND.
VEN
VERT.
WD.
WK
WP.
WT.
WO_ '
TEMPERED
THICK
TYPICAL
TONGUE AND GROOVE
TOP OF CURB
TILE COUNCIL INSTITUTE
TROWEL JOINT/TOOL JOINT
TOP OF ASPHALT PARKING
TOP OF CONCRETE
TOP OF DECK
TOP OF FRAMING
TOP OF MASONRY
TOP OF PLATE
TOILET PAPER
TOILET PAPER DISPENSER
TUBE STEEL
TOP OF SHEATHING
TOP.OF. WALL
UNDERGROUND
UNIFORM BUILDING CODE
UNLESS NOTED OTHERWISE
VENEER
VERTICAL
VINYL COMPOSITION TILE
WITH
W=OOD
WINDOW
WATERPROOF
WEIGHT
WIDTH
WATER CLOSET
CIVIL
C1.0 CIVIL NOTES and DETAILS
C1-1 CIVIL DETAILS
C2.0 SITE DIMENSIONAL PLAN
C21 SITE DIMENSIONAL PLAN
C2.2 SITE DIMENSIONAL PLAN
C3.0 SITE DEMOLITION PLAN
C3.1 SITE DEMOLITION PLAN
C3.2 SITE DEMOLITION PLAN
�xIs#iv1� Come us4 B )ILL 4b
moT IP4CLuB WI T14 This
Stops op vomMt. Wm-t. 1
REVISIONS
NO CHANGES SHALL BE MADE TO
1HE APE OF WORK WITHOUT PRIOR
APPROVAL OF TNCWILA BUILDING DIVISION.
No@ MOONS DE ADDITIONAL esVIEWDFEES.�
AI✓D NAY WCLD
I understand that the Plan. Check approvals are
:object to errors and om=c - :PPtoval of
plans does no atanoht hnn of any
adopted Cod Hapa e o• of con -
Iractor'sco ofa ro D - tnowledged.
owe
Permit No. '�• - � _
OR VICINITY - IO.A,P
NIT
REGISTERED
ECT
EY A. BENNER
STATE OF WASMI116TOM
PROJECT NO.
91111
DRAWN BY
JMP
CHECKED BY
MAIN
DATE=
JAN. 16, 1998
REVISION :
DO -O.DWG
BENNER
STANGE
ASSOCIATES
ARCHITECTS, P.C.
5000 S.W. MEADOWS RD,
SURE 430
OSWEGO, OR 97035
(503) 670 - 0234
FAX (503) 670- 0235
ALTERATION
COVER
SHEET
. ;. ;. ; ;; 1111 ; ;i ; ; ; ; ; ; ; ; ; ; ; ;i ;z •
tr ®;_ter
SNORING DR4Wf. 2.0. BE PROVIDED Tv:
BUI1DING'DEP_A2RMENT FORIP
LEGEND DEMO PLAN
EXISTING BUILDING TO REMAIN
AREA TO BE REMOVED- '
^ 0
—T if0
SOUTHCENTER
AREA 'A'
PARTIAL SITE / °BUILDING': ALTER kTI
DEMO - STRIPPING.
LIGHT POLE TO BE REMOVED
NEW OR EXISTING LIGHT POLE
NEW PAINTED ARROWS
CROSSWALK STRIPING
5,691 SO. FT. OF BUILDING
AREA TO BE REMOVED
E u;ST!NG BLDG
AREA No. '3'I
■
VP 1 PROIN
PR 11998
BUILDING DNISION
KEYNOTES - DEMO PLAN
O I NEW OR EXISTING BUILDING
® BUILDING TO BE DEMOLISHED
® NEW ISLAND
® NEW STRIPPING
® DEMO ISLAND
® DEMO STRIPPING
• LIGHT POLE TO BE REMOVED AND /OR RELOCATED
® SHORING MAY BE REQUIRED ALONG THIS LINE
SHEET DID i t SEE SHEET MI
SEE SHEET DI2
KEY PLAN C:
PROJECT NO.
9"1111
DRAWN BY
JMP
CHECKED BY
DATE
JAN. lb, 1948
REVISION
BENNER
STANGE
ASSOCIATES
ARCHITECTS,P.C.
5000 S.W. MEADOWS RD
SUITE 430
LAKE OSWEGO, OR 97035.
(503) 670-0234
FAX (503)670 -0235._.
PARTIAL SITE
and BUILDING
ALTERATION
PLAN
RECENED
CITY O F TUK4VIL
JAN 231996
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BUILD1
DEMO STRIPPING
LEGEND - DEMO PLAN
EXISTING BLD'G
AREA No. '4'
EXISTING.. BUILDING TO REMAIN
BUILDING AREA TO er REMOVED
BUILDING AREA TO BE REMOVED
LIGHT POLE TO BE REMOVED
NEW OR EXISTING LIGHT POLE
NEW PAINTED ARROWS
CROSSWALK STRIPING
0
0
0
O
O
NEW OR EXISTING BUILDING
BUILDING TO BE DEMOLISHED
NEW ISLAND
NEW STRIPPING
DEMO ISLAND
DEMO STRIPPING
LIGHT POLE TO BE REMOVED OR RELOCATED
SHORING MAY BE REQUIRED ALONG THIS LINE
KEYNOTES - DEMO PLAN
APR 11998
BUILDING ION
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PROJECT NO.
9
DRAWN BY
JMP
CHECKED BY
DATE
JAN. 16, 1990
REVISION
BENNER
STANGE
ASSOCIATES `•`
ARCHITECTS, P.C.
5000 S.W. MEADOWS RD
SURE 430
LAKE OSWEGO, OR 97035
-
(503) 670 -0234
FAX (503) 670-0235,,' ?.
PARTIAL SITE
and BUILDING
ALTERATION
PLAN Fl,
OITYOFTUKWILN
JAN 2 3 1998'
P0360 CENTER
D1.1
DENSE TREES
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PARKWAY SUPERCENTER
7
TUKWILA, WASHINGTON M, K M B K N O R T H W E S T
}
AREA 'A'
TOTAL SITE AREA
N-LNE and PAD RETAL-
BULK RETAL:
TOTAL RETAL AREA:
TOTAL RESTAURANT
1291,272 SF. (29.64 ACFE=S)
367.328 SF.
61440 S.F.
428,768 SE
29.275 SE
RETAL PARKINS 367928 SF. • 4/1000 - 1.470 SPACES
BULK RETAL PARKING 61440 SF. • 25/1000 - 154 SPACES
RESTAURANT PARKING 29,275 SF. • 10/1000 - 292 SPACES
STALLS REQUIRED - 1950 SPACES
PARKING VARIANCE - -180 SPACES
TOTAL PARKING STALLS REQUIRED -
TOTAL STANDARD STALLS =
TOTAL COMPACT STALLS -
TOTAL HANDICAP STALLS =
TOTAL STALLS PROVIDED -
TOTAL STALLS OVER REQUIRED -
ACTUAL PARKING RATIO
RETAL PARKING
BUJ( RETAL PARKING
RESTAURANT PAFE(NG
1736 SPACES
1317 SPACES
398 SPACES
21 SPACES
1736 SPACES
0 SPACES
3.5 STALLS /1000 SF.
25 STALLS /1000 SF.
10 STALLS /1000 SE.
AREA IT
TOTAL SITE AREA B' and '8r:
TOTAL THEATER
THEATER PARKING
TOTAL SPACES REQUIRED: _
TOTAL STANDARD STALLS=
TOTAL COMPACT STALLS -
TOTAL HANDICAP STALLS =
TOTAL STALLS PHO =
AREA 'BT
TOTAL RESTAURANT
RESTAURANT PARKINS
TOTAL STALLS REQUIRED -
TOTAL STANDARD STALLS =
TOTAL COMPACT STALLS -
TOTAL HANDICAP' STALLS -
TOTAL STALLS PROVIDED -
00 BUILDING
356975 SF. (824 ACRES)
51,100 SF.
2,242 SEATS • 1/ 4
561 SPACES
413 SPACES
134 SPACES
14 SPACES
561 SPACES
16,000 SF.
16550 SF. •10/1090
160 SPACES
148 SPACES
8 SPACES
4 SPACES
160 SPACES
AREA 'B and BT TOTAL
TOTAL STALLS REOURED AREA 'B and 61' = 721 SPACES
TOTAL STALLS PROVIDED AREA 'B and Br - 721 SPACES
TOTAL STALLS OVER REQUIRED - 0 SPACES
AREA 'C
TOTAL SITE AREA
TOTAL BULK RETAL:
TOTAL RESTAURANT:
TOTAL BUILDING AREA
BILK RETAL PARKING 43.500. 2511000 -
RESTAURANT PARKING 12,200 SF. • 10/1000 -
TOTAL STALLS REOUIREG =
TOTAL STANDARD STALLS =
TOTAL COMPACT STALLS -
TOTAL :HANDICAP STALLS -
TOTAL STALLS PROVDE D -
TOTAL STALLS OVER REOUERED =
• 206913 SE (473 ACRES)
43,500 SF.
12,200 SF.
55,700 SF.
108 SPACES
122 SPACES
230 SPACES
177 SPACES
61 SPACES
4 SPACES
242 SPACES
12 SPACES
- SITE AREA 'A"B' and 'C' TOTAL
TOTAL 577E AREA: 1,856,169 SF. (4261 ACSES)
TOTAL N-L6E RETAL
TOTAL PAD RETAL
TOTAL BULK RETAL:
TOTAL RESTAURANT
TOTAL THEATER
g S COST PLUS
- _ Iyggs ugsg, OSLO Ywn•ET
26,271SF. 16,800: SF_
-
TOTAL BUILDING AREA:
TOTAL STANDARD STALLS=
TOTAL CONRACT STALLS =(220)
TOTAL HANDICAP STALLS -
TOTAL STALLS. PROVIDED= -
TOTAL STALLS REQUIRED -
(lolwtMUMS PNJM WINCE —TO 4ACESI
TOTAL LOADING AREAS RECUR S>
TOTAL LOADING AREAS FROWNED
TOTAL BICYCLE STALLS FAOVDEG
TOTAL BICYCLE STALLS FEOUIRF
OVERALL RAT1G
371808 SF-
166,720 S.F.
83,740 SF.
57,475 SF.
41776 SF.
57139 SE-
2047 SPACES
604 SPACES
43 SPACES
2,694 SPACES
2,683 SPACES
9
9
54
54
J)
KRAUSE'S ' Q
Sofa Factory
21200 SF.
1 THE BON
40240 SF.
_ a
26 . PAINTED ISLAND STRIPING
TRASH COMPACTOR
3I CART RETURN (SEE DETAIL 5/413)
32
121I0 - FILTRATION SWALE -(SEE CIVIL)
O I EXISTING SIDEWALK
Q NEW SIDEWALK
0 LANDSCAPE AREA (SEE LANDSCAPE)
CONCRETE STAIRS (SEE DETAIL 3/AI.3)
CAST -IN -PLACE CONCRETE CURB (SEE CIVIL)
SCAN WALL (SEE EXTERIOR ELEVATIONS)
\
KEYNOTES - SITE PLAN
ASPHALT PAVING (SEE CIVIL)
CONCRETE PAVING
PEA AREA (SEE PLAZA PLANS)
SITE SIGNAGE (COORDINATE WITH SITE ELECTRICAL)
BIKE RACK (SEE DETAIL 8/41.2)
DIRECTIONAL ARROWS / STOP BARS (SEE DETAIL 15/41.2)
LIGHT POLES (5EE SITE ELECTRICAL)
HANDICAP RAMP (SEE DETAIL I /AI2)
PARKING STRIPING (SEE DETAIL 14/41.2)
CONCRETE LOADING RAMP
HANDICAP PARKING SPACE (Sr, DETAILS 2 4 3/AI.2)
CONCRETE WHEEL STOPS (SEE DETAIL I6 /AI.2)
BOLLARD (5EE DETAIL 13/411)
HANDICAP SIGN (SEE DETAIL 4 4 5/4)2)
TRASH ENCLOSURE (SEE DETAIL 6/41.2)
LINE OF BUILDING CANOPY / COLUMNS
CHAIN LINK FENCE
CONCRETE RETAINING WALL (SEE CIVIL / STRUCTURAL)
TRANSFORMERS / VAULTS (SEE ELECTRICAL)
TEMPORARY CURB. (REDWOOD STRIP)
LIGHTED BOLLARDS (SEE ELECTRICAL)
'LIMITS OF WORK. ° - CONTRACT LINE
SITE PLAN NOTES
-- - PROPOSED I
REST PAD 4 - -
13.000 SF.
A PROVIDE CONTROL JOINTS AT SIDEWALKS AS SHOWN OR AT 5' -0" O.G.
TYPICAL, EXPANSION. JOINTS AT 2C-C O.C. TYPICAL
B: SEE. LANDSCAPE PLAN FOR ALL IRRIGATION, PLANTING AND EXISTING
LANDSCAPE CONDITIONS PRIOR TO ANY WORK.
C. REFER TO ALL CIVIL PLANS FOR GRADE. LOCATIONS AND COORDINATE
WITH ALL LANDSCAPING, PYLON / MONUMENT SIGNS AND CATCH BASINS.
D. CONTRACTOR: IS RESPONSIBLE FOR 'REMOVING AND REPLACING ALL
' EXISTING SIGNS, MAILBOXES, FENCES; LANDSCAPING, ETC. TO AVOID
• - DAMAGE DURING CONSTRUCTION.
E CONTRACTOR,51-LALL VERIFY ALL SITE . DIMENSIONS AND COND
PR105 TO EXECU TION OF ANY /20 46/ ' SHALL NOTIFY THE ARCHITECT
OF ANY DISCREPANCY 'HIS FAILURE T D O BERESPONSIBLE FOR ALL
:CO STS :INCURRED WE:70�. HI9 FILU TO SO.
VERI ALL G EXISTIN LANDSCAPING :ON THE SITE. PRIOR TO 'ANY .
GRADING.' TO LANDSCAPE PLANS FOR ALL NEW PLANTINGS AND
-ONLY IX19TMG.TREES, SHRUBS OR FLOWERS.
PROVIDE ADDITIONAL LENGTH ON ELECTRICAL POLE.BASES.
dt
510- SWALES AND 5LDPED LANDSCAPE AREAS (VERIFY)
REFER TO CIVIL AND LANDSCAPE DOCUMENTS FOR ADDITIONAL INFO.
PROPOSED
RES PAD
8.00 0 SF.
L
q
KEY PLAI
LEGEND - SITE PLAN
RECYCLE/ TRASH SEE 6 /AI.2
• KEYNOTE (SEE ABOVE)
O PARKING STALL TOTAL
BUILDING / SITE LIMITS OF WORK
PROPERTY LINE
PARCEL LINES
PYLON / MONUMENT SIGNS (SEE SITE ELECTRICAL)
"EXISTING" PARKING CURBS
PAINTED ISLAND STRIPING
GAR /VAN "CARPOOL" PARKING SPACE
"COMPACT" PARKING SPACE
"EMPLOYEE" PARKING SPACE
STAMPED CONCRETE PEDESTRIAN WALKS
BICYCLE RACK
PAINTED DIRECTIONAL ARROWS
LIGHT POLES (SEE ELECTRICAL PLAN)
SIGNALIZED STREET / INTERSECTION
U R N I T U R E
E N 5 A4;
43.500 F.
NJ.C
TRANSFORMERS / vAULTS(SEE ELECTRICAL)
'REVISION CLOUD (SEE DELTA A)
CHAIN LINK FENCE
CONCRETE PLAZA AREAS (HEAVY BROOM FINISH)
LIGHT BOLLARDS (SEE ELECTRICAL)
"STOP' / "ONLY" DIRECTIONAL POLE SIGNAGE
CROSSWALK STRIPING
TpPROVED
APR 1 1998
r+J IVUILU
BUILDING
5EE SHEET 413 SEE SHEET .41.4 SEE 5HEET 415
CC ( ' 3
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PROJECT NO.
4
DRAWN BY
.IMP
CHECKED BY
DATE:
JAN. 16, 1986
REVISION
BENNER.
STANGE
ASSOCIATES '
ARCHITECTS, P.C.
5000 S.W. MEADOWS RD.
surrE'
LAKE OSWEGO, OR 97035
(503) 670_ - 0234,`
FAX - (503)'670 -0235.
SITE PLAN •
0001
CTTVOFTUKWILA
JAN 2 3 1998
PERMIT CENTER
FR
•
•
LEGEND GENERAL NOTES CONSTRUCTION NOTES
STANDARD CURB
PROPERTY UNE(PL)
OR RIGHT OF WAY(R /W)
SAWCUT
EASEMENT LINE (EL)
CENTER UNE (TE)
SANITARY SEWER
STORM DRAIN
WATER
TELEPHONE
ELECTRICITY
GAS
DRAINAGE SWALE (D /S)
OVERHEAD. UNE (UTILITY)-
REMOVE EXISTING UTILITY UNE
REMOVE STRUCTURE
FENCE
MANHOLE
CLEANOUT
CATCH BASIN
VALVE
METER
UTILITY VAULT.
- • FIRE. HYDRANT'
-4- FIRE DEPARTMENT CONNECTION
CAP
DRAINAGE FLOW
LIGHT FIXTURE
RAILROAD TRACKS
TREE
SHRUB
AREAS TO BE DEMOUSHED
EXISTING BUILDING AREAS
T0' BE DEMOLISHED
CONCRETE SIDEWALK
AC PAVEMENT
EXISTING
SD
- -W-
T
H 32
VLT
{
0 000
1. SJRVEY PROVIDES BY STAMEN AND WINTERS LAND SURVEYING, INC., DATED
AUGUST 14, 1997. ALL ELEVATIONS ARE BASED UPON THE VERTICAL DATUM NAVD'
88, DERIVED FROM T. TO "NGS N 254 RESET 2 1974.
2 ALL CONSTRUCTION AND MATERIAL SHALL CONFORM TO THESE PLANS AND THE
APPLICABLE REQUIIRE]ENTS OF THE (SELECT ONLY THAT APPLY) 1990 STANDARD
SPECIFICATIONS FOR PLA3UC WORKS CONS POCRON, WASHINGTON CHAPTER APWA,
AND THE 1991 WASHINGTON CH-APTER IRRLFORM PLUMBING CODE, AND THE
IEDUIEMDATS OF THE QTY OF IUKWILA PUBLIC IMPROVEMENT DESIGN STANDARDS.
3. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL
STATE, AND LOCAL CODES, ORDINANCES AND REGULATIONS INCLUDING
NECESSARY PERMITS AND MNSPECTIONS REQUIRED BY THE GOVERNING
AUTHORITIES.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL SCHEDULING
AND ALL WORK WITH THE OWNER
5. EXCAVATORS MUST COMPLY WITH ALL PROVISIONS OF ORS 757.541 TO
:5757 INCLUDING NOTIFICATION OF ALL PERTINENT COMPANIES OR AGENCIES OF
UNDERGROUND UTDJTIES IN THE PROJECT AREA AT. LEAST 48 BUSINESS -DAY
HOURS, BUT NOT MOW THAN 10 BUSINESS DAYS, SO THAT SAID UTIUTIES MAY BE
ACCURATELY LOCATED BEFORE COMMENCING ANY EXCAVATION.
6. THE ENGINEER OR OWNER ID NOT RESPONSIBLE FOR THE SAFETY OF THE
CONTRACTOR OR HIS CREW ALL O.SHA REGULATIONS SHALL BE STRICTLY
ADHERED ID M THE PERFORIAM4 OF THE WORK
7. TEMPORARY AND PERMANENT EROSION CONTROL MEASURE SHALL BE USED AS
NEEDED. THE CONTRACTOR SHALL ADHEIE ID CITY OF TUKWILA AS NECESSARY FOR
EROSION CONTROL MEAge2Fc
8. THE CONTRACTOR 15 RESPOJ9O.E FOR MAINTAINING ALL ROADWAYS KEEPING THEM
(LEAN AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING
NECESSARY DUST CONTROL WHERE REQUIRED_
9. BEFORE BACKFILUNG ANY SUB(3VADE UMW !MPROVEMENTS CONTRACTOR TO SURVEY
AND RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTHE ANY AND ALL
DISCREPANCIES IN EXISTING UHP..tT.ES SHALL WE SURVEYED AND RECORDED.
10. CONTRACTOR i0 REFE2NCE SOILS REPORT BY G<cOENGINEERS DATED SEPTEMBER 23,
1907, FOR THE SITE 501L5 COIDTROIS
11. - - CONTRACTOR SHALL ADJUST ALL EXISTING OR NEW FLEXIBLE UTILITIES (WATER, GAS,
TV, TELEPHONE, ELEC., ETC-) TO CLEAR ANY COSTING OR NEW GRAVITY DRAIN
UTILITIES (STORM DRAM, SANITARY SEVER, ETC-) IF CONFLICT OCCURS.
12 ALL PERMITS AND LICENSES NECESSARY FOR THE EXECUTION AND COMPLETION OF
WOW SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING
CONSTRUCTION.
13. - NOTIFY CITY INSPECTOR (phone in 24 HOURS BEFORE
STARTING WORK: ALSO, A PRECONSRIICDON MEETING WITH DEVELOPER,
HIS ENGINEER AND CONTRACTOR AS WELL AS THE CITY REPRESENTATIVE IS
REQUIRED-
14. USE 3,000 P9 0 28 DAYS PORTLAND CEMENT CONCRETE FOR ALL SIDEWALKS,
CURBS, AND DRIVEWAYS. MIIWWUM SDEHWALK THICKNESS SHALL BE 4- INCHES.
15. TRAFFIC CONTROL SHALL BE PROMr FOR BY CONTRACTOR, AT ALL TIMES.
16. SURVEY MAY NOT BE COMPLETE ON ACCURATE CONTRACTOR TO VERIFY EXISTING
STE: CONDITIONS PRIOR TO CONSTRUCTION.
17- THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS IS FOR
INFOHIJATION ONLY AND IS NOT GUARANTEED TO WE ACCURATE POTHOLE ALL
CROSSINGS AS NECESSARY BEFORE CONSTRUCTION TO PREVENT GRADE AND
ALIGNMENT CONFLICTS
THE LOCATION OF COSTING UNDERGROUND UTILITES SHOWN ON THE PLANS I5 FOR
INFORMATION ONLY AND IS NOT GUARANTEED. TO BE COMPLETE OF ACCURATE.
CONTRACTOR SHALL :VERIFY ELEVATIONS, PIPE SIZE, AND MATERIAL TYPE OF ALL
UNDERGROUND LORRIES PRIOR TO COMMENDING WITH CONSTRUCTION AND SHALL
BRING ANY DISCREPANCIES TO THE ATTENTION OF KPFF CONSULTING ENGINEERS, 72
HOURS PRIOR TO START OF CONSTRUCTION.
CONTRACTOR SHALL VERY RINSED FLOOR ELEVATIONS OF BUILDINGS PRIOR TO
COMMENCING WITH CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE
ATTENTION OF KPFF CONSULTING ENGINEERS.
19.
ABBREVIATIONS
AC ASPHALT CONCRETE
ARCH. ARCHITECT
BLDG. BUILDING
BOW BACK OF WALK
BY BUTTERFLY VALVE
CB CATCH BASIN
- ¢ CENTERIJNE
C_ CLASS -
CO CLEANOUT
CONST. CONSTRUUCTION /CONSTRUCT
CON T. : CONTINUOUS
COT - CITY OF TUKWALA
COTG CLEANOUT TO GRADE
CSP CONCRETE SEWER PIPE
DEL DETAIL
D EPT. DEPARTMENT
DIA. - 0 DIAMETER
DIM DIMENSION
DIP DUCTILE IRON PIPE
D/W DRIVEWAY.
DWG. DRAWING.
E EAST
EA. EACH
EG COSTING GROUND
E/L EASEMENT LINE
EL= - ELEVATION-
DEC ELECTRICAL
ETC. ETCETERA
COST. EXISTING
FDC FIRE DEPARTMENT CONNECTION
FF.: FINISH FLOOR:.
- FG. - FINISH IRVADE
FH _ _ FIRE HYDRANT,
FP - FIRE PROTECTION.
FT. -. FOOT
FIG. FOOTING
G GAS
GV GATE VALVE --
HORZ. HORIZONTAL -.
IE INVERT ELEVATION
IN. INCH '.
11 LINEAL FEET-
LP - .. LOW PONT,
LT. ' LEFT
MAX.- MAXIMUM
MECH. MECHANICAL
MFG. MANUFACTURER
MH MANHOLE
MIN. MINIMUM
MISC. MISCELLANEOUS
N.E. NORTHEAST
NO. NUMBER
N.T.S. NOT TO SCALE
O.C. ON CENTER
O.D. OUTSIDE DIAMETER
ORIG. ORIGINAL -
PC POINT OF CURVATURE
PCR POINT OF CURB RETURN
PIV VALVE W/ POST INDICATOR
P/L PROPERTY LINE
PS PRESSURE SEWER
PSI POUNDS PER SQUARE INCH
PVC POLYVINYL CHLORIDE
PVM'T PAVEMENT
RADIUS
RENF. REINFORCING
REQD REWIRED
RT. RIGHT
R/W RIGHT OF WAY
5 SANITARY SEWER
S= SLOPE
SCHED. SCHEDULE
SD STORM. DRAIN
SDMH STORM DRAIN MANHOLE
SHT. SHEET
SMH SANITARY MANHOLE
SPEC. SPECIFICATION
STD. STANDARD
S/W SIDEWALK
SR- STEEL
T TELEPHONE
TC TOP OF CURB
TP TOP OF PAVEMENT
TEMP. TEMPORARY
TIP. TYPICAL
UE UNDERGROUND ELECTRICAL
UP UTILITY POLE
UT UNDERGROUND TELEPHONE
U.N.O. UNLESS OTHERWISE NOTED
VERT. :- VERTICAL
W WATER
W/ WITH
W/O WITHOUT
TW WATER VALVE
1. ACTUAL LINES AND GRADES SHALL BE STAKED BY QUALIFIED SURVEYOR, BASED ON
DIMENSIONS AND BEARINGS AS SHOWN ON THE PLANS. CONTRACTOR SHALL RETAIN
A SURVEYOR IN THE STATE OF WASHINGTON.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF
EXISTING A.C., CURBS, SIDEWALKS AND OTHER SITE ELEMENTS WITHIN THE SITE AREA
ALL LANDSCAPING, CURBS AND SIDEWALKS SHALL BE REPLACED TO THEIR ORIGINAL
CONDITION OR BETTER.
3. SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 955 OF THE
MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 0 -698. FLOODING OR JETTING THE
BACKFILLED TRENCHES WITH WATER IS NOT PERMITTED.
4. FILLS SHALL BE PLACED IN 9 " -12" LOOSE LIFTS AND COMPACTED TO A DRY DENSITY
OF AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTMD -698)
WITHIN BUILDING AND WITHIN 2' DEPTH OF ANY PAVEMENT SECTION.
TRENCH BACKFILL SHALL BE AS SHOWN ON THE PIPE BEDDING AND BACKFILL DETAIL
AND AS REWIRED IN THE SOILS REPORT. FLOODING OR JETTING THE BACKFILLED
TRENCHES WITH WATER I5 NOT PERMITTED.
CONNECTIONS TO EXISTING UTILITIES SHALL CONFORM WITH THE STANDARD
SPECIFICATIONS OF WASHINGTON CHAPTER APWA, SECTION 208, "WORK ON EXISTING
SEWERS AND STRUCTURES ° .
7. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIPE AT THE LOW POINT OF THE
SYSTEM, TRUE TO GRADE AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF
INVERT.
8. THE CONTRACTOR SHALL ESTABLISH UNE AND GRADE FOR THE STORM AND SANITARY
SEWER PIPE BY THE USE OF A LASER.
9. ALL WATER AND FIRE PROTECTION PIPE SHALL HAVE A MINIMUM 30 -INCH COVER TO
THE FINISH GRADE.
10. ALL WATER LINES SHALL BE THOROUGHLY FLUSHED, CHLORINATED AND TESTED IN
ACCORDANCE WITH THE WASHINGTON STATE HEALTH DEPARTMENT AND AWWA C651
THROUGH C654.
11. SAWCUT STRAIGHT MATCHUNES TO CREATE A BUTT JOINT BETWEEN EXISTING
PAVEMENT AND NEW PAVEMENT.
12. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLE UDS, VALVE BOXES. ETC. TO FINISHED
GRADE.
13. ANY AND ALL VAULTS IN PAVEMENT AREA MUST HAVE TRAFFIC RATED LIDS.
14. ALL FIRE AND TRUCK LANES MUST BE PAVED WITH A "HEAVY PAVEMENT SECTION.
ALL DRIVE LANES AND PARKING ISLES ARE TO BE PAVED WITH A "UGHT" PAVEMENT
SECTION. REFER TO THE CITY OF TUKWILA AND THE ARCHITECT FOR DESIGNATION FIRE
AND TRUCK ROUTES.
5.
6.
MATERIAL NOTES
1. MATERIALS SHALL BE NEW. THE USE OF MANUFACTURER'S NAMES, MODELS, AND
NUMBERS IS INTENDED TO ESTABLISH STYLE. QUALITY, APPEARANCE, AND
USEFULNESS. PROPOSED SUBSTITUTIONS WILL REQUIRE WRITTEN APPROVAL FORM
ENGINEER PRIOR TO INSTALLATION.
2. PRIVATE WATER MAINS AND FIRE PROTECTION MAINS SHALL BE DUCTILE IRON PIPE
CONFORMING TO AWWA C151 OR PVC PIPE CONFORMING TO AWWA C900, CLASS 150.
3. STORM SEWER PIPE SHALL BE PVC PIPE CONFORMING TO ASTM 3034 SCR 35,
CONCRETE PIPE SHALL CONFORM TO ASTM C14, CLASS 2. OR HIGH DENSITY
POLYETHYLENE PIPE ( H.D.P.E.) CONFORMING TO AASHTO M252.
4. STORM SEWER PIPE WITH LESS THAN 2' OF COVER SHALL BE H.D.P.E. PIPE.
5. CATCH BASINS SHALL BE MANUFACTURED BY UNCH CO., INC. OR APROVED EQUAL.
REINFORCED CONCRETE COLLARS SHALL BE INSTALLED PER DETAIL
6. SANITARY SEWER PIPE SHALL BE PVC PIPE CONFORMING TO ASTM 30304, SDR 35, OR
CONCRETE PIPE CONFORMING TO ASTM C14, CLASS 2.
SEPARATION STATEMENT
ALL WATER MAIN CROSSINGS SHALL CONFORM TO THE WASHINGTON STATE HEALTH
DEPARTMENT, CHAPTER 333. WATER MAINS SHALL CROSS OVER SANITARY SEWERS
WITH A 18" MINIMUM CLEARANCE BETWEEN OUTSIDE DIAMETERS OF PIPE WITH ALL
PIPE JOINTS EQUIDISTANT FROM CROSSING. HORIZONTAL SEPARATION BETWEEN
WATER MAINS AND SANITARY SEWERS IN PARALLEL INSTALLATIONS SHALL BE 10'.
MAINTAIN 12" MINIMUM VERTICAL DISTANCE FOR ALL OTHER UTILITY CROSSINGS AND
12" HORIZONTAL PARALLEL DISTANCE. IN CASES WHERE IT I5 NOT POSSIBLE TO
MAINTAIN THE MINIMUM 10' HORIZONTAL SEPERATION, THE WATER MAIN SHALL BE
LAID ON A SEPARATE SHELF IN THE TRENCH 18" INCHES ABOVE THE SEWER.
EROSION CONTROL NOTES
1. APPROVAL OF THIS EROSION /SEDIMENTATION CONTROL (ESC) PLAN DOES NOT
CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE
AND LOCATION OF ROADS, RESTRICTORS, CHANNELS, RETENTION FACILITIES,
UTILITIES, ETC.).
2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE,
REPLACEMENT, AND UPGRADING OF THESE ESC FACILI TIES IS THE RESPONSIBILITY OF
THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND
PERMANENT VEGETATION /LANDSCAPING IS ESTABUSHED.
3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE
CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE
CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING UNITS
SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR
FOR THE DURATION OF CONSTRUCTION.
4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION
WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO
ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE
SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS.
5. THE ESC FACIUTIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS
FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC
FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND
TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE SITE.
6. THE ESC FACIUTES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED
AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING.
7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A
MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS FOLLOWING A STORM EVENT.
8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO
ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND
CONVEYANCE ONES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING
OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM
SYSTEM.
9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF
CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL
MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN
FOR THE DURATION OF THE PROJECT.,
CITY F 511RWILp
pp P O ROV•ED
APR 11998
BUILDING DIVISION
Consulting Engineers
111 S.W. Firth Avenue
Sulte 2500
Portland, Oregon 97204
503- 227 4231
FAX X503- 227-7980
cc
W
H
Z
a. W
U
r
Q
PROJECT N0,
I 9T0T9
DRAWN BY
GEM/JAL/5E5
CHECKED BY .
1 Rte ''
DANE
VI9/9H
REVISION
CIVIL
NOTES
AND
DETAILS
RECEIVED
CITY OFTUKwIA ..
JAN 2 3 1998
BENNER
STANGE
ASSOCIATES
ARCHITECTS, P.C.
woo ew. LEMURS RI
NEE 40
ME OR WWI
•
FlTTWG . --
SIZE
_ VOLUME OF ANCHOR BLOCK IN CUBIC YARDS
90" BEND
45" BEND
22-N, "'BBC
11-1 "BEND
l',
‹
(TYP. BOTH
r
EX -
-
-v'
8•
_ 23
1 -
10' -
3.7
1.8
12"
5:5
28
72
14"
7.6
3.9
1.7
16"
9.9
S1
2.3
.9
.. .., ,.,,•. ,:..
BACK OF WALK / 4' 5' IF X > q• ..
BLDG. FACE, OR
OBSTRUCTION
(U.N.O.)
(TYP. BOTH SIDES)
::
l',
‹
(TYP. BOTH
r
EX -
-
-v'
NOSE:
1.
PAVED ARRAS UNPAV A REAS
CLASS 'A' BACKFlLL STALL BE COMPACTED IN LANDSCAPE AREAS
2. CLASS 'B' BACKFlLL SHALL EXTEND 1' BEYOND CURBS, PAVING, OR
GRAVEL SHOULDERS. PLACE CLASS 'B" BEFORE CLASS "A BACKFlLL
PIPE BEDDING & BACKFILL
MANHOLE FRAME AND-
COVER AS SPECIFIED
BOTTOM RISER
12' MIN.
24" MAX
STANDARD MANHOLE BASE
NTS
WATER TIGHT PLUG
24' SQUARE 3000 .PSI.
CONCRETE SLAB
KITH 4-)4 "0 X 6" .ANCHOR
PROJECT BOLTS 3' ABOVE SLAB
FOR ADJUSTMENTS.:
45' BEND
WYE BRANCH
42" X 24" X 6"
3000 PSI
CONCRETE SUPPORT
PAD
NTS
HARD SURFACE
GROUT FRAME
GRADE RING AS
REQUIRED_
PRECAST CONC.
CONE-
PIPE-91A. INN AND "FOUNDRY OR FOUA1
8" '.No. 202
8' No. 203
ESC : No. 206
12' No. 209
le-DR LARGER - ,No. 209 WITH 12'• -RISER
STANDARD "'CLEANOUT
PREFORMED PLASTIC OR
RUBBER RING JOINT
MATERI GROUTED JOINTS
MAY BE USED FOR STORM
DRAINS.
PRECAST MANHOLE
SECTIONS
-� 12" COMPACTED )(- -0
PRECAST OR CAST
IN PLACE BASE - GRAVEL: OR CRUSHED
3000 PSI MIN CONC. ROCK 169.
STANDARD MANHOLE DETAIL
NTS.
I ANDSCAPF AREA
-FRAME & COVER
SET FRONE TO FINISH
GRADE IN PAVED AREAS
GROUT FRAME 0 PLACE
PE 0.0. + .1'
CLASS 0
)(' -0 GRANULAR
>% BACKFlLL)
:CLA55 'A'
(NATIVE: BACKFlLL)
4 OR 6' SERVICE
CONNECTION: IF
REWIRED.
PLUG W1TH CASKET
42 ^ . . . I. IF "END : OF UNE
MORTAR SEAL BETWEEN
PIPES ALL AROUND
A.C. PAVING
PER PLAN
BASEROCK -
Off'
STEEL CASING
DRAIN PIPE
PIPE SIZE
PER PLAN
r -_
CEDAR BLOCKS COT431N600SEXCEPT
AT.JOINTS. BAN13�T0 PIPE AT 5
MAX. - CENTERS 1619. STAINLESS STEEL
-BANDS. PER SECTION
PIPE CASING DETAIL
FILTER FABRIC TO BE PLACED
UNDER. EACH GRATE -
-MAY WORK AND W/
PHASING. OF DEVELOPMENT
3000 PSI
CONCRETE
1 .
EA WAY
Y4" STEEL PLATE, BITUMINOUS -�
COATED- LYNCH, GRATEMASTER
OR "APPROVED EQUAL
NTS
000000000000
0000D00000110 000000000fO
0 00000000000
24 SQ.
SAND
CARRIER- PIPE
SREL.CA51NG
SECTION A -A
16'0 X 7 ,46' WALL STEEL CASING
CARRIER PIPE
PIPE DIA.
8 " `
10'
12'
HEAVY DUTY 28' SQ.
TRAFFIC GRATE
PER PLAN
TRAPPED CATCH' - BASIN
NTS -
810FILTER BAGS
IE= PER
PLAN._
RIM= PER
PLAN
FIRE HYDRANT- A.W.W
C502. COMPRESSION TYPE \
OR EQUAL. APPRVD
MFG. DRESSER 500 OR
WATEROUS PACE-2.
SET 2'-6" ABOVE
FINISH GRADE
NOTE TO ENOPIE R : VERIFY HOSE SIZES, FIT COLOR
TYPE ETC. w/ LOCAL AUTHORITY
NAT'L STD. 2 'O
HOSE CONNECTION. 2 REQD.
4WD STEAMER
NOZZLE
DISTANCE PER PLAN
3000 951 5095. - - _
SUPPORT BLOCK ".'
TE:' ALL. FIREHYDRAN7 ASSEMBLIES
INCLUDE A TEE VALVE & BOX
GAIEVALVE AS SHOWN.
AREA DRAIN
NOTE, GOri - tie ACTOR TO PROTEO1 ALL.
'DURIN
CATCH G 8ASNS IN CON
50115 .
EROSION PROTECTION. `
115:..' -. - ...... -
FIRE HYDRANT ASSEMBLY M.J.
ELEVATION
PL 2 NO_ 561. RIMS OVER
FTFIIIG. & EMBED 18' IN CONC.
2000 psi CONC.
6' GATE VALVE' &
VALVE BOX SPEC.
FLG- X FLG.
NOTES: ..:
1. ANCHOR BLOCK TO BE POURED AGAINST UNDISTURBED EARTH
2 KEEP CONCRETE DEAR OF JgNT AND ASSESSORIES.
3._ THRUST BLOCK FOR VERTICAL (UP) 9049 SHALL BE THE SAME AS FOR
HORIZONTAL BENDS.
MINIMUM REQUIRED MAINE AT RUNGS SHALL BE AS INDICATED IN THE TABLE
BELOW, - ADJUSTED E NECESS ES
ARY, TO CONFORM TO TT PRESSURE(S) A5
STATED IN THE SPECIFICATIONS. THE VOLUMES SHOWN BELOW ARE BASED
ON TEST PRESSURE OF • 150 psL TO COMPUTE VOLUMES FOR DIFFERENT
TEST PRESSURE.% - USE THE FOLLOW IG EQUATIOVE
VOLUME -=-(TEST PRESSURE/150). x- (TABLE VALUE).
VERTICAL THRUST
BLOCK
NTS
34" PLYWOOD OVER
FACE OF. BOLTS
WYE. PLUG OR CAP
AC OR
LANDSCAPE
ATM MAIN
:C. THRUST
ffiOCK
NOTES
CONC. SCUPPER
6" EXPOSURE
)¢'R
BACKFlLL TO
TOP OF CURB
COMPACTED
SUBGRADE
A.C. PAVING
AGGREGATE BASE
DEPRESSED CURB
MANHOLE NOTES
1. .BOTTOM. PRECAST:. CONCRETE RING. SHALL BE SET
INTO BASE AND'. LEVELED AS CONCRETE TAKES-
ITS INITIAL SET.'' MORTAR .JONT TO ENSURE.BOND.
2. SET_ MANHOLE FRAME IN �}¢^ MORTAR.
3. PRECAST CONCRETE MANHOLE RISERS AND TOPS M " S:
SHALL CONFORTO AS1M�:C478' SPECIFICATION
4. SLOPE OF ECCENTRIC, CONE .SHALL'
FOLLOW' RNISFt',. E
CONES SEGGRAD
5. ALL STO RM T 1N- W MANH MOR'SHALL HAVE RINGS AND
TA 9; JOINTS SH BE ;
MORTARED INSIDE;; 9160 001 AND CO'A'TED WITH ;
AN .APPROVED CURING COMPOUND.'
BEND PLUGGED CROSS TEE
1. , CONQiEIE imm- -raae' 1n=_poUr "AGAHIST UNDISTURBED 1URBED EAR
. 10114 03NCRETE CLEAR IOMT AND'ACCF350PES
3 11E FBEWfR}D 7NIe15T SJIRNM.'AREAS FOR'�AL CON ECfIIQ6'AIE ENCIRCI D
F ft
ON 195 9.1665 s4 ® y)1dG1 1ES 15 5011161E FEET 886 PECIAED.
NOT SHCAtit-0N ANS34 gFNEO - BE�IN :AfEA-3 AT F7iiNG SNAIL BE AS OO11CA1ED
8FLONL Mj P tElFSSMY TO OBF.ORM,7111fEES
- 1T,P (S). AND ALLOWABLE
064 1 •SLR S (3) 941A1E0 IN DE-SPECIAL, SPECI8GL11005.
S BEARM6r,*6-4 NN},5P67At: BI.000tie.E1A85 slowN. riN TAKE PRECEDENCE
TA PRECEDENCE
OVER 6FAlm1G AR EAS' ANB ,BLOCKING �ETNLS 9NILwa Da 7115 STANOARO ot
BEARING AREA ,:09 THRUST„ BLOCK IN' SQUARE FOOT
1E7: +W7 >i96061O r'1FE '72 -14
a':t4 .3.Bf �, "'`t, LL 13 1 =4 10 - -
'..•."114: i=3S .'7.8:5:4. ?9 'is;" LO.:::
, 11.4. . 11:0' .8.4• 48 ; 24 /2 -.
3' CLASS 'E' AC
6'. OF 1'- 1AINUS.. AGGREGATE BASE
COMPACTED SUBGRADE
MENT SECTION
,I- 1 ° R
1 r �6 EXP.
AC PAVING
AGGREGATE BASE
STANDARD CONCRETE CURB
NTS
4' THICK
CONCRETE SIDEWALK
2' OF A " -0 AGGREGATE BASE
COMPACTED SUBGRADE
STANDARD CURB
4' OF V -0 AGGREGATE BASE COURSE
NOTE:
1. CONCRETE SHALL BE 3000 PSI, SLUMP RANGE 3" TO 5
STANDARD CURB
& SIDEWALK
NTS
EDGE OF RAMP / •" __.-
AS B
ASPHE ALT W FSH AT PLAN VIEW A.C. PAVING
CURB RAMP TO BE VARIES
FLUSH WITH ASPHALT\
i • 4 CONCRETE
SUBGRADE
SECTION CURB
1. CONCRETE SHALL BE 3000 P51, SLUMP RANGE 3" TO 5 ".
2. RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE
PLACED AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND
PATTERN. EACH DIAMOND SHALL BE 114" LONG BY H' WIDE WITH
THE LONG SECTION. AXIS ORIENTED PERPENDICULAR TO THE CURB.
THE GROOVES SHALL BE 3y" DEEP BY 34" WIDE.
CURB RAMP
NTS
LANDSCAPE PLANTER
TOP SOIL
SCUPPER DRAIN
NTS
AGGREGATE LEVELING
COURSE
3" 6" 6" 6" 6 3'
TP ELEV.
MATCH TOP OF CURB
AT PARKING LOT
SECTION A -A
nip ,.i ii?
2" CLASS 'B' AC
4" OF 1"-MINUS 'AGGREGATE BASE _
COMPACTED 'SUBGRADE
LIGHT PAVEMENT SECTION
CURB END
tff S.W. Fifth Avenue
Sulte'2500 '
Portland Oregon 97204
503- 227 - 3251
FAX 503- 227 - 7980
PROJECT NO.
91074
` DRAWN ent.
FSWJAI -513
EAr
DATE
IA9M8
REVBON
)
BENNER
STANCE , ;_
ASSOCIATES_,
ARCHITECTS PC
mxx aw. YPJma iv::
CIE 100
LAlEtpl'WiEd
PAX =CND
CIVIL
DETAILS;
RECENE-'
CRY OFTUK L
JAN 2
:._ PEBMITC_ENLER.
CURVE
RADIUS
LENGTH
DELTA
C1
C2
2.00'
10.00'
3.14'
15.71'
90'00'00
90'00'00
C3
C4
20.00'
10.00'
31.42'
11.75'
90'00'00
6718'13"
C5
C6
10.00'
10.00'
15.74'
16.07
9011'26'
92'04'29
C7
C8
5.00'
200'
10. 47'
2.02
119'58'39
57'56'52"
C9
C10
2.00'
200'
3.21
3.07'
92'04'29
87'55'31"
C11
C12
3.00'
2.00'
5.17'
2.91'
98'42 ar
83'22'06"
C13
C14
2.00'
5.00'
5.07
7.95'
14572'21"
910501`
015
C16
23.00'
5.00'
33.47'
9.67
83'2257"
110'48'18"
C17
C18
10.00'
20.00'
1208'
31.42'
69'11'42"
90'00'00"
C19
C20
5.00'
1.50'
7.85'
2.36'
9000'00"
90'00'00"
C21
C22
30.00'
200'
7.36'
271'
1403'40"
7736'26"
C23
C24
5.00'
5.00'
10.16'
6.63'
11677'13"
75'56'20
C25
C26
5.00'
1.25'
9.08'
3.93'
104'03'40"
180'00'00
C27
C28
2.00'
200'
3.63'
3.11'
10403'40"
8910'37"
C29
200'
3.17'
90'49'23"
28.75 100' 12' -. 19' 25'
286.88
wzo4•orw" `�`'
zsao' TYPICAL U.N.D.
- -- SEE CURVE DATA
TABLE 01 FOR INFO.
,02'04'0 >E
C4
'l
N - W
01 18'35
02D4 "'
15_00_'
15.00
. 0407'
1
NO204
25' 19' 19' - 25' -, 19'•%'" 19'
< 502D4'Orw.'.'k
34.00:.....
.04 3400'..
c. - 5azroa•orw
502104 07
11875553'W
C1 50090'4
502
14.54'
5875553_E
16.00'
13.80'
q4 02.04.0,
5975453'E
310_
1216.7r
NO2D4
70•.
5U2'04nr'e -)
3400'
- TYPICAL U.N.0.
SEE - CURVE DATA
TABLE: C1 FOR INFO.
NO2D4
75 ... ._
C29
30' 131
I II
1 1110 I- -
., 50294'07, .5 NO2040TE':
-... 1? �•
8.50 - N8753_53,
I 7.00'
N67'S5'STe
�-- ---- -- 5.1d 1.tN" 1502D4'Or1e
7
NBT55'S3�W. i 1.7.5.5.5-3-w _. •., C2 335
1 'c 992 ' 58755 53
... 502940 NOZM•rE Bd
15.00' 15.00'
14.75
N78
1021
50294 07
1
502D4'orw
34.00'
9 •.
3
I
700
34'
11 1
A
4.09'
Ne]55'S
16'
5o2
• 34 00'
N 0112'25 E
*OCT PART OF
71-115 PERM IT
PVC
V
8
CURVE DATA TABLE
GRAPHIC SCALE
(15 FEET )
1 lack = 30 R
Corrmd6p Engineers
. 111 S.W. Fifth Avenue
Suite 2600
Portland, Oregon. 97204
553- 227 -3251
FAX 509- 227 - 7980
PROJECT NO.
Turrq
DRAWN ET
CFSCI® BY + ?
P 5
DATE
IA4,18
REASON
BENNER
STANGE
ASSOCIATES
ARCHITECTS; P.C.
woo aw. MOMS
FAX !
SITE
DIMENSIONAL
PLAN
BECENEO_ ..
CRY OFTUKI"/IlA
JAN 2,3 )
PERMITCENTER
S87'55'53,
3
_________,N87
8
S137
N 8
Z.L\
\
\-k
rt
MI• 11■1110 =Mt=
■4144
T \
34,
19 ' 4
SEE SHEET C2.0
MATCHLINE
MATCHLINE
SEE SHEET C2.2
11•1111•1•1•1
1 a
1
PARKWAY SUPERCENTER
§R
t,
0 ,
I z k
ftwifia ° c
d i
.,..
,.... z,
RI i A ar i Tz .
i- 4z, -
i l.mpai - ! TUKWILA, WASHINGTON ilfi.),IN, M B K NORTHWEST
hm .
CURVE
RADIUS
LENGTH
DELTA
C1
C2
ZOO'
10.00'
3.14'
15.71'
90'00 "00
90'00'00
C60
C61
10.00'
6.00'
9.19'
7.95'
52'38'15
75'54'19
C62
C63
2.00'
2.00'
286'
3.36'
82'02'48
9614'54
C64
C65
10.00'
10.00'
14.43'
15.74'
82'40'23
90'10'45
C66
C67
1 0.00
2.00'
15.68'
3.15'
89'49'15
9070'45
C68
C69
10.00
15.00'
18.17'
13.42'
104'07'29
5114'53"
C70
C71
8.00'
20.00'
14.54'
26.49'
1041,7'15
75'52
C72
C73
8.00'
5.00'
14.54'
6.62
104'07'15
75'52'45'
C74
25.00'
39.27'
90'00
e1,
CC •
W
:
Z W
z I
Fy
Q a
TM IS PERM iT.
CURVE DATA TABLE
GRAPHIC SCALE
(Of FEET )
I inch = 30 tt
Co dd. Engineers
III SAY. Fifth Avenue
Suite 2600
Portland,- Oregon 97204
503 - 227,251
FAX 503- 227 -7980
PROJECT NO.
9'1019
DRAWN 9Y
servlaveI
DF€CKED ' BY
PJ6
DATE
IAA/AB
REWRON
44 _
BENNER
STANGE:
ASSOCIATES
ARCHITECTS, P.C.
e000 aw moon
INEE 410
07043214,
SITE
DIMENSION
PLAN
RECEIVED
or,/OFTUKW
JAN 2 3 1998
- PERMrT CENTER ".:
IF.,2
It
)- H7 o'
\ j" - ‘" - ,, , ORM CB
9 W
25.1 1
X ,
I
ALSO
SAWCUT AND
REMOVE EMST
CURB AND S/W
SAWCUT AND
REMOVE EXIST.
CURB AND S/W
259
• ,
=
\
23 2-
t s Tor, c e
LtLi
x L
rr. woe u.G. s'ovirm'
ESM'T AS PER REC. NO.
761012066
REMOVE SD
25 2
, •
N '
SAWCUT AND REMOVE
BOST. AC, TYR
RELOCATE FH
SEE SHT. C5.0
Di.
LtA , CAP EXIST. FP
-
.- - 1 -"----
...., i
/
„ i lt. , s., , __,., 24 ,i9
- 3. ' ,
F7 2
-1 ....,.,:,-.‘ • ''' '‘' -,-;
-....-L., I ', K
.. .---.
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, ... , I 24!
6"
25.R7
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SAWCUT UNE. 71'P.
8
25 1
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24.3
z 24.5x
8" WT x
-
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118" SOT
)
2,3 24.4
x 131
...., ___ ___.--„,_ _ ,__ „
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TEE
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., _7 --- .1- ...
\ RELOCATE EH
d8 --'',, ' ' SEE SHT. C5.0
.74
-J-- -,' 47
25
.r x .1 .
4,5
REMOVE SD
\ , ,
•.‘
SAWCUT UNE, TYP. IN`
\ N.
N, x STO. CB
2 Nt"
Y,
252
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I
\ v_ F 1
24.5
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1
125.4
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X
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k. - srosm- ,-,„ 1 - „.. ' -,
St. s FRI T ,A C T2' 5
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--- sp7 -
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\
e 4 - - 419*
1.\ .
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PLUG DUST. SS
SEE MECH.
250
RE1 VE GM \
SEE MECH.
2
PWG IDOST. SD
SEE MECH.
\ PLUG D05'1. 55
SEE MECH •
SEE MECH. RIR
GAS REMOVAL 11P.
.
SEE MECH. - / „2„ /. 10
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‘■
F CONT. V
, . / /
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REMAJN :\ / Y
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././.:<>- •
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. 2 ,, , ',/ TteicSi t \,/,
sit ea" /
26 0
x SA
x / / / _ 1 ,,\„_`,›.._ . .._ . /17: < -`4,/,-,44->"'_-</./ x //VW,
XI COM: 4,E,3,
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1 -
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SEE SHT. C5.0 FOR 1, ,,,, I .
I
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I' • - STORM CB
STOP,/ CB
TEMP CAP FP
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Works D,- rnent for co-dorm h current
Accept,c, -
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.31. Additios, c1,1„
drawings after this
ecerptancc and will require of
c.i for subsequo. a„.- -I
Fro' - is subject to field inspoction by
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GRAPHIC SCALE
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These plans have been reviewed by the Public
Works Department for conformance with current
City , dc Acceptance is su'l,crt to errors
and c-i- ,s, wh ch do net au of
adopted :.andards or ordinances r-- . _ .. ty
for the adequacy of the design rests i-.. .,h
the designer. Additions, deletions c.
these drawings after this date win vs! i this
acceptance and will require a resu bn,i.cl of
revised drawings for subsequent approval.
Final acceptance is subject to field inspection by
the Public Works utilities inspector.
gate: s. 3"9991 By`
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Dc18 SD C4 PPiNG
FIRE LOOP I ON L.Y
GRAPHIC SCALE
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Inch = 8a K
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Consult,. Engineers
111 S.W. Fifth Avenue
Suite 2500
Portland, ono.. 87204
503 - 227-3251
FAX 503- 227 - 7960 --
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REC. NO 7206300498 re, .
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AS PER REC NO 72063,0498
SAN/CUT AND a OVE
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( INFEET)
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Consulting Engineers
111 S.W. Fifth Avenue
Sulfa 2500
Portland, Oregon 97204
503- 227 -3251
FAX 503 -227 -7980
OFEa® BY •
DATE
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FEVISIOI
BENNER
STANGE
ARCHITECTS, P.C.
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SITE
DEMOLITION
PLAN
RECEIVED
CITY OFTUKWILA
JAN 2 3 1998
PERMITCENTEFI