HomeMy WebLinkAboutPermit L96-0011 - HOFMEISTER FRANK - GRANTREE FURNITURE SHORELINE SUBSTANTIAL DEVELOPMENTL96 -0011
GRANTREE FURNITURE
13400 INTERURBAN AV S
(EXEMPT) SHORELINE
.J
City of Tukwila 'John W. Rants, Mayor
Department of Community Development Steve Lancaster, Director
NOTICE OF DECISION
March 6, 1996
E. Frank Hofmeister, P.E.
Pacific Engineering Technologies Inc.
1300 Dexter Avenue North #100
Seattle, WA 98109
RE: Shoreline Exemption
L96 -0011
Dear Mr. Hofmeister:
This is to inform you that the City of Tukwila has approved your
request for an exemption from .a' shoreline permit for the proposal
to install sheet pile at the Greenbaum Furniture site (13400
Interurban Avenue South). The project qualifies for exemption as
"Normal Repair and Maintenance" (WAC 173 -14 -040).
This exemption is based on plans, photos and written description of
the project on file at the Tukwila Planning Department. The
project will replace two stretches of failed timber piles with new
sheet piles. It will not intrude further into the river, nor will
it create any new upland areas.
The exemption is effective immediately.
If you have any questions in this matter, don't hesitate to call me
at 431 -3661.
Sincerely,
ohn Emerson
sso iate Planner
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431 -3665
Consulting Satvtc s
since 1960
Joseph M. Buick, PE, SE
President
James R. Perrault, PE, SE
Vice President
Thomas E. Hammond, PE, SE
of Counsel
J. A. Breda!, AIA
Gordon D. Hje1m, PE, SE
E. Frank Hofineister, PE, SE
Arnold L. Larvick, PE, SE
Mark A. Schaefer, PE, SE
Associates
March 1, 1996
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard
Tukwila WA 98188
Subject: Emergency Bulkhead Repair
Duwamish River
Grantree Furniture
13400 Interurban South
Tuckwila WA
Dear Sirs:
Pacific
Engineering
Technologies
Enclosed is a preliminary print of the proposed replacement Bulkhead to repair the damage to
the existing timber bulkhead on the Duwamish River at the Grantree Furniture Co. site on
Interurban South. The existing bulkhead failed as the result the recent flooding in the Kent
Valley. We are also enclosing for your information, photographs of the failures; a print of the
original bulkhead design drawing; and the original US Army Corps of Engineers permit
drawing.
It is our opinion that this work should be exempt from a Shoreline Permit since it is repair of
the existing failed bulkhead. We request that you issue a decision exempting this work from a
Shoreline Substantial Development Permit.
Please call if you have any questions.
Very truly yours,
PACIFIC ENGINEERING TECHNOLOGIES, INC.
E. Frank Hofmeister,
Associate
EFH /mp
cc: John Pietromonaco
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RECENED
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DEVELOPMENT
1300 Dexter Ave. North — Suite 100 o Seattle, Washington 98109
Tel: [206] 682 -1500 o Fax: [206] 682 -2623
Nationwide: [800] 621 -7300
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PARTICULARLY DESQ 1lED A6 FOLLOWS.
ti6GIM4NG AT A POINT UM 44 MAN NORTH 1'4416" EAbT A DISTANCE OF
teen FEET FROM A 1101 4111110 (HUD) AT THE Obi OF A CURVE ON THE CENTER
LM OF Ti4G DUIIA MIDINDINTON JUNCTION ROAD NOW PAVED, 6A1D GONE DING
APPIOOXMAIELY 2200 PEET NORTH AND 440 FEET WEST OF THE QJA IEIR COWIN
INITUDEN sumo* 14 AND 16, TORNSHIP 2! NORTH, RANGE 4 ILIUM/ 1141IJNC1
SOUTH 4014' EAST ON A LIM MOR0 MIT DISTANT PROM AND PARALLEL W1144
THE CENTER LIE OF SAID DUWAMISH•RENTON JUNCTION ROAD. A DIOTAN= OF
636600 MET TO 1144E /6011 1MG FONT OF T1416 DESG1tlP TION WHICH DEARS NORTH
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POMP OF INTERSECTION OF A C M& ON THE CORER LINE OF THE SAID D11111MNS14•
RE9NTON MOTION ROAD. SAID PONT OF INTERSECTION DEWS AP'PROXMATELY
1000 PEST EAST AND 20 MET SOUTH OF Ti4E OEARTER CON E'R swum SAID
SECTIONS 14 AND IN meta 14 40'24' W, 1,130 BEET TO THE SOUTHEASTERLY
MARGIN OF PRMARY STATE HIGHWAY 140. 1. & 111111 ST. TO 1 06114 6T. S4 ET
OF 21, APPROVED 1- 30-62, AND AS DEFINED DY EXISTING RIGHT- OP-WAY MARKER %
THENCE N 14.43' E ALONG SAID SOUTHEASTERLY MUM 261 FEET TO A *MAT -
OFWAY MARKER AT AN ANGLE POUT, THENCE 14 Ur 66' E. 11161 FEET TO A
R GKT•OF•UWY MANGER AT AN ANGLE POINT1 THENCE 14 26'40' 6.1600 FEET TO A
1i1G141∎0F WAY MAIM* AT AN ANGLE PONT! THRACE 14 .40'62' 11, 1113 FENT TO A
RIGHT•OP-414Y MARKER AT AN ANGLE POWs THENCE 6 40.06' E. 60.111 WTI
THENCE 6 21•06130" W. WM FEET* THENCE S 1416' W, 210,40 TEST. THENCE
6 411' W, 323.41 FEET TO THE 111E" PONT OF 11E2I1•NG OF 11416
DESCItlPTIO1t TOGETHER WITH A ROAD EASEMENT NT TO NTEIg11 414 ACME SOUTH
A6 PROVIDED DY EASEMENT A4REB'ENT PILED UNDER AF. N0.1100040440, DA1
Am. 4, M111, AND Al CORRECTED.
PRELIMINARY
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THAT PORTION OF 714E 67E1%164 FO6TEI2 DONATION CLAM N 6ECTION614 AND 0,
TOW4614IP 23 NORTH, RANGE 4 EJW1., 14 KING COUNTY, UI,4614MGTON, MORE
PARTICULARLY DESCRIBED A6 FOLLOWS,
BEGINNING AT A POINT UiNCH BEARS NORTH 81'4416" EAST A DISTANCE OF
196.1, FEET FROM A MO U EN7 (HUB) AT THE END OF A CURVE ON THE CENTER
LINE OP NE DUIIr1AP1I614- RENTON JUNCTION ROAD HOW PAVED, 6AID CURVE BENG
APPROXIMATELY 2200 FEET NORTH AND 440 FEET WE6T OF THE QUARTER CORNER
BE1UEEN SECTIONS 14 AND E, TO1114614IP 23 NORTH, TOME 4 ELIM.. THENCE
6OUT4 49'24' EA6T 014 A LINE 88000 FEET D16TANT FROM ARO PARALLEL WITH
THE CENTER L1`IE OF 6AID DUWN1161.1- RENTON JUNCTION ROAD, A DISTANCE OF
83600 FEET TO THE 13EGINI0 PONT OF 11416 DESCRIPTION WHICH 8EAR6 NORTH
40'01'013"11E61 A DISTANCE OF 92015 FEET FROM A MONUMENT (HUTS) AT THE
POINT CF INTERSECTION OF A CURVE 04 THE CENTER LINE OF THE SAID 1:4131.4111144-
MINTON MOTION ROAD, 6AID POINT CF INTERSECTION BEING APPROXIMATELY
1000 PEEL EAST AND 20 FEET SOUT4 CF THE QUARTER CORDER BETWEEN SAID
6ECTION6 14 AHD 16, THENCE 14 49'24' W, I8t93 FEET TO THE SOUTHEASTERLY �
MAR'sP4 OF PRIMARY STATE HIGHWAY 140. 1, 6.11614 61. TO 6.12614 67, 64 EET PI;
OF 21, APPI00V OWNED 1- 30.62, AND A6 09 D BY EXIBTNG RIGHT- F-
OW4Y MARKER6i - • aim
THENCE 14 W43' E ALONG SAID 60UTHEA6TERLY MARGIN 261.31 FEET TO A RIGHT- 1 I
OF-WAY MAISCER AT AN ANGLE POINT, THENCE N 18. 68' E, 161.0 FEET TO A
RIGHT -OF -WAY MARKER .4T AN AJJGLE PONT; THENCE 14 26'43' E. 9600 FEET TO A Li
RIGHT-OF-WAY MARKER AT AN ANGLE PONT, THENCE N 4002' E, 11.12 FEET TO A
RIGHT-OF-WAY MARKER AT AN ANGLE PONT; THENCE 8 46'00' E, 80,N FEET,
THENCE 8 21'06'30" W, 185.0 FEET* THENCE 6 1418' W, 210,49 FEET, 1HENCE St
ALM 4, 1611, AND AS CORRECTED.
8 411' W, 223M 8887 TO 748 111.18 PONT OF BEGINNING OF THI8
DESCRIPTIOFL TOGETHER WITH A ROAD EASEMENT TO INTERURBAN AVENUE SOUTH
A6 PROVIDED BY EASEMENT AGREEMENT FILED UNDER AR NO.1106040440, DATED
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PRELI ` INARY
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UNTREATED CfOAR PbLE$ l"/ /TN DI'A1ETERS .UP TO 24.1 A,Eki &E •
DIAPIETEI .18. LENC,T-IS VARY, PoLCS ARE SILIE BY
SIDE THE' LENGTH OF W1744.• ‘V::
MIN /%1WN
Exl5T /N/, GROUND SURFACE; VAINiE5, MINIMUM ELEVATION 15,7; MAXIMUM
ELEvAlioN O., FINISHED ELEVATION 16.0'
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ALINEMENT. IO"r /Z "L1000LA$ F /n'
/500 F GRADE SAWN 71M8ER AI.f j
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EA1BEOMEIS F. 40" IAtT•O
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NOTE: :1DEA4114A* AIMENSIONS ARE MINIMUM.
CUNCRf : , MAY BE POURED DIRECTLY INTO
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ELEVATION I40'
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MAR 011996
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SECTION C
/'-0"
STRUCTURAL NOTES
Code: Uniform Building Code (11.11.C.)
... Design Loads:a See Pressure DlagPae- --
Cedar Logs: F-b - 1200 psi, Horizontal Shear - .75. psi,
Compression perpendicular to grain - 295 pal
Concrete:
f'c 2500 psi
fc • 1125 psi
Minimum of 5} sacks of cement per cubic yard of concrete
Reinforcing Steel:
ASTM A615 Grade 40, fs ■,20,000 psi
Miscellaneous Steel:
Tie Rods, Places and Drift Plns - ASTM -A36, fs ■ 20;000'psl
All welds shall be 3/16" continuous fillet weldis unless noted
otherwise.
Welding shall be performed by qualified welders using heavy
coated electrodes
Clean welds and metal and shop paint not embedded In concrete'
with one coat of approved zinc chromate primer.
�. $ "Gn.: vl /r1ZED STEEL ..Z'O. 7. &.L:c L' AT EXPOSE) FACE OF by CJrcrlp.
AllITERIOR El/f, ,vt•.i -D TO 2-i "DI.9/'ET:R l:'ViRS. PLovIC'E 10 "Or1VE1.!?
AC h ". t.+An' E 1 E n k, :t
.-%'3 A .t:9" 57A. . •r
DI:1rT PIN. M! "a KR
LENGTN OF 1, E12. LOCATE' AT CENTER OI VERT +CrL .
CEDAR LOGS.•
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CONNE-CTIC)N DETAIL 5
TRIM LOG TO PRO il0E
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—END OF i4.i14.E12
SECTION D
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BUTT ENDS OF avALERS
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JOSEPH .1. MILL SAN • ASSOCIATES, INC. `CONSULTING ENQINEERS
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