HomeMy WebLinkAboutPermit S05-045 - ARCO AM PMARCO AM / PM
15252 TIB
S05-045
City of Tukwila
Department of Community Development
6300 Soulllcetrler I3oulevard, Suite.100
Tukwila, Washington) 96 106
(206) 431-3670
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PE s MANENT SIGN - - MIT .A PLICATION
A N t'rl
IJusiness IJ71nte
Corini c
ltpplicaniIConlar.(
P.lunit) Signs .i:nc
Gti rey
Conlracior
!'Icaso win/
.15252 P,-1 i f ic: Ilicabw;ty .cr>ul.11
/kldress of Sir)n
9 09 - 2 f3 I.1'
/fid tress, Cily, ;Into, Zip
909 2 81.11 f:1... , TA c: coni , 9/.‘ 409
I' c.:oroo , ')UlOy
Kridress, Clly, �lalc Zip
1'Itonn
(253)/173-3323 x10
There
(253)973-3323
Phone
CHEC
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Separate application required for each sign proposed
3 sets of plans (dimensioned and scaled), tndudinq ;lie
plan showing:
• I'rnpedy lions
• Skeels
• 13irildings
• I_ocaliorls of all ex.isling and proposer) sign
Sign elr•.valions will, area calcri 'lions and dimensions
IJuiitling elevations (for wall signs)
Supporting struclute E111(.111101110(1 of IIIII111111 litrll
One copy of valid Washington Stale conlrar,lor's license.
$50 application foe per sign, or 50 cents per sq. fl.,
whichever Is greater.
See back of font, for examples
Is your sign a:
I-reeslantlitei sitar 15 or more feel In height
( ('ole sign will' face 3(1 square feel or more lo area
f,1 Wall sign '• neighing •IOO pounds of more
Il any of the above are true, (he npplica(1011 mos( go
fhronylt structural review.
STRUCTURAL REVIEW CHECKLIST:
(.11
(..1
;lir) for sl m:Iurel review (0 1caual cost to the City Is
flreafer, you will Ire billed wirer you pick tip your permil).
1 nitslruclion derails to describe the proposed foundation
or wall allaclerenl s (see back of form for examples)
Shodor al calculations for lire sign salon be prepared by a
Washington Stale shuctural engineer'
s the sign:.0 6 v-NO,Q7zE&57 C&E v.
Internally lit
8 G ► MICR PTIO
1.11 1=xlen)ally til [11 hint lit
)ors the sign face tesirierli;ri zones of public; facilities?
_) Yes t(J1 110
=xposed neon (ubiny Is no( allowed within 200 feet of LU/t,
,10/2 or 1101? zones.
lid building do Iitrrnigh design tevir!w7
Yes 7 ( IIr)
nth iding Ibis sign, IIUw nt:u)y signs willlira lIli!ylntsitle ;57
-reeslancling__--C--_----._.._..-_ Wall
�
NALL SIGN:
1/hal is the wall area (lengllt x height) e Ilse sign will he.
nounle(1? 1? -7 square feel
Vali sign size: 5 square fent
)oes wall sign weigh stole Iltmt 400 poomis7
1 Yes ( Ido
' (ho slyn tvelglrs more than 400 pounds It regnl1es sli,ic(ural
evlety. Seo checklls1 for71rlrN0orrnl lnforn,nllon required.
FREESTANDING SIGN:
Skeet lronlage of tire entire premises where the sign will be
I(,rcaled: feel
•G'enerally, only one freestanding sign Is allowed per
premises.
of sign lar:,•:•
_ square feel
;Irur.fnr;d l"vlcty Is 109011 11(1 10111(110 signs with faces 30
squaw lee( or morn! I)1 ares, (see cltecklls( for n(hllflonal
lnlrnrrnflnn rerprhe.rl).
Humber of sign forms:
I lelglll of buliclinrl: _ __ feel
Generally, sfyrrs may no( be higher than the building tv!(1t
tvlticl, they 7111' assocln(er/.
Sign heil1hl: feel Inches
soie:tore/ review Is ;mir hod for signs 15 feel or ,►rano /r,
lrelyh(, (see, check//s( for nddlllonnl Inform71(lon required).
IiisLuu:r? hone closest edge of sign to properly Innes:
feel
Generally, slims mull be se( back from nil propo:y Innes n
r!ls(ance equal (o their helyhl.
the sign needs siruclural review, Ibe applicant or Installer Is required 10 call the Unliciiny Division at 431-3070 for fooling or bracket
ispections. Fooling Inspections must lake place before concrete Is poured. Bracket lospecllons must lake place before sign Is
istalled.
siruclutal inspection is required ft)t all signs when htslallalion Is complete. 'the applicant or installer is requited lo call lire Planning
ivision al X131-3070 for firm! inspection.
is the responsibility of Ilte inslailer to obtain the electro:al permit and Inspections hon' the Wasbinylon (;tale Department of Labor
ul Industries al (200) 240.0(130.
SIGN YEf?A-111-/1P!'LIC/11 ION IS V,11_i1) FUR 1110 UA YS /11:1ER ISSUANCE.
1[I1E(IY Clcl(I'I1"'t Ilial the above Information furnished hy Inc Is hue and coned under penally of penury by law In the Slnlo or Washinglon, and Ihat
n applicable requirements el the Cily 111 lulavllayrM7he rue'
(2.53)473-3323
)Wiry:
Planning review by:
111 Denied [1) Issued
Li Issued wily conditions
ruclurml review required? f_1 Yes (.) Ido
;burl lithe spent to review
Sl 1ichfral review hy:
( 1 1lenie.d
(11 Approved (1 /Approved with conditions
Addilional chmges for time over 2 hours
11r11itel)IS or Con lilions:
SITE IMPROVEMENT PLAN
\
�)
NEW CONGREIE
CO
• 1
SAOCUT
EX. ASPHALT
0 LOT UNE
SEE GEN.
NOTE 6
5 01'49'12' W
PL -6.41'
SAWCUT
EX. ASPHALT
0 LOT UNE.
SEE CEN.
NOTE 6
NEW BAFFLE TY
OLL-WATER SEP TDR
UTILITY VAULT M *DEL 577 SA
TDP=335.6±
LL -332.. --
NEW 6'
EXTRUDED
CONC. CURB
SAY/CUT
EX. ASPHALT
CONNECT TO
EX. 6' S5 (SEE
GENERAL NOTE
•
6� PVC TO SAN.
SEWER 0 1.0% MIN
NEW 3• WIDE CONCRETE
GUTTER SWALE 0 1 071
(TVP.)
EDGE OF DUSTING
SLAB TO BE REMOVED
SEE GEN. • NOTE 7
! y o
. /.. 1 YUOfiF SHALE TO
Er1t1 PAVEMENT._
�, "f F Lp�SWALE=3363±:..
ii 4
''•"� SNWO11NT - 1D NEN ( ,. ;.
PAVEMEV
///�
.�'0-_(140) IC' .‹,/,// .
HATCH OL = , : A...; V ---",-,/-‘ r'�'
NEW DEPRESSED CONC ,,,.:A^2.4.., '4=
CURB O SIDEWAA. TO\c YC
RE NEUSH 6/ ASPHALT.
11
\
DAYLIGHT SHALE 1
COSTING PAVEMENT
.7. 7777"
CJI
4 THICKI
CONCRETE I
SIDEWAJ •
F.i
CC ---------
7 E
PL -15000'
'TEM SDEWALK AND CURB R GUTTER PERI0TY Dr -
$/TAC STANDARDS cute le CUTTER PER *ENL
DH6-5t'R:. BEPAR, 0Po.*C 0lwar aS@O
A
DaTRBED BREPLAC
T CI1R9 cion.
-r
WEI No COONS
"oiE '•✓" CURB AND w1800041
•
4.
ti
7.8101 A CRY LAMS
SEAM GTT LABTS
• . - MEET AND mow
4 FX- _ - sitHwALK i
_ - - - ` EX. TRAFFIC
V AWATCH 'SNAL- �
-'�:-
TN IG
/-t31 CURB
--- --- ` International Boulevard
,..
P
LEGEND
DOSING GRADE CONTOUR
PROPOSED GRADE
SPOT ELEVATION
NEW ASPHALT PAVEMENT
NEW CONCRETE PAVEMENT
PAVEMENT SWALE
NEW STORM DRAIN PIPE
NEW CATCH BASIN
CATCH BASIN PROTECTION
335.4
SITE DEVELOPMENT CALLOUTS
O PROVIDE NEW CONCRETE CURB TO MEET AND MATCH EXISTING.
0 NEW AC PAVEMENT TO MEET AND MATCH EXISTING. MIN. SECTION TO
BE 3' AC OVER r CRBC.
O INSTALL SILT BAGS. INSERTS. OR OTHER APPROVED DEVICE N DUSTING
CATCH BASINS PRIOR TO DENOLMON/GRADING WORK. SEE SHEET
DST -2 FOR DETAIL
Q PROVIDE NEW LANDSCAPE PER SHEETS 1-1 AND L-2.
GENERAL NOTES
1. ALL WORK SHALL BE 04 ACCORDANCE WITH CTTY OF TUKWILA
STANDARDS AND SPECIFICATIONS. EXCEPT FOR DRIVEWAY REMOVAL
2. COSTING PAVEMENT BASE COURSE MATERIAL SHALL BE SALVAGED
FOR REUSE AS DEEMED ACCEPTABLE BY FIELD ENGINEER AND/OR
SOILS ENGINEER.
3. ELEVATIONS ARE TO TDP OF PAVEMENT UNLESS OTHERWSE NOTED.
4. PROJECT 6 WITHIN THE VAL WE SEWER DISTRICT. A SEPARATE PERMIT
SHALL BE OBFNNED FOR ANT SANITARY SEWER WORK
5. CONTRACTOR SHALL PROVIDE ENGINEER rani THE D4VERT ELEVATION OF
EXISTING SEWER AT TE -IN PRIOR TO CONSTRUCTION.
6. COORDINATE ASPHALT REMOVAL AND LANDSCAPE WORK WITH ADJACENT
SOUND TRMISTT PROJECT.
7. SEE 0EM0LIT10N PLAN. SHEET D51-1. FOR STTE DEA*0LBgN.
0.05 FT,/F7
NOTE: 70P OF LLP AT DRIVEWAYS.
EXPANSION JOINT
0.02 FT /FT.
\ - CEMENT CONCRETE
SIDEWALK
NOTES:
1. SEE SEC. 3.04 K.C.R.S. FOR JOINT REQUIREMENTS.
2. ROLL CUTTER TO HATCH Posrm SUPERELEVATKN.
3. 5EE DRAWING N0. 1-006 FOR CONFIGURATION 00
FILL & WALKWAY BEH010 CURB IF REQUIRED
4. FOR INTEGRAL POUR CONSTRUCITON. 1/4- EDGED GROOVE NAY
REPLACE DCPANSION JOINT AT PRERFACE BETNEE 1 THE CURB
AND ADJACENT 010EWALK.
5. SEE SEC. 3.03 FOR EXTRUDED CURB ANCHORAGE.
OFFSITE CONCRETE CURB DETAIL
PER 1993 (INC COUNTY ROAD STANDARDS
DHC. N0. 3-002.
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ALLIANCE 1NNAmL ADDrt FOR -.
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18215 72ND AVENUE SOUTH
KENT WASHINGTON 08032
(425) 251-6222
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15252 Intemational Blvd
@ 154th Street
Tukwila, Washington 98188
FAC #-5515
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BCE #2369
RAMC WILL
SITE IMPROVEMENT
PLAN
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A.C.M. FASCLA BACKING
'BP PEARLESCENT WHITE'
1
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IMAGE DECAL 'ARCO BLUE'
SCALE: //lc p4U
Note
SIGNS SHOWN ON THIS PLAN ARE FOR ILLUSTRATNE
PURPOSES DNI Y. IT 15 THE RESPONSIBILITY OF THE
SIGN CONTRACTOR TO REVIEW AND COMPLY WITH LOCAL
SIGN CODE FOR JURISDICTIONAL REOUIREMENTS.
BARGHAUSEN CONSULTING ENGINEERS SHALL NOT BE
HELD RESPONSIBLE FOR INCORRECT SIGNAGE SHOWN
ON THIS, OR OTHER DRAWINGS IN THIS PLAN SET.
43)
3'-0' DN. CONVEX SIGN
FASCIA WITH EMBOSSED LOGO -
INTERNALLY ILWMINATED AND
SURFACE MOUNTED (SEE
SHEET CA1-2 FOR LOCATIONS)
LED 1.845 TUBE
SIGN 80X
BY OTHERS
ALUMINUM
FASCIA PANEL
.............< --
SPARK FRAMING
IMAGE DECAL
R1'-6'
R1'-10'
4OSpark Detail
SCALE: 3/4'
ACM FASCIA W/ SHEET METAL
BACKING. INTERNAL FRAMING
PER MANUFACTURER SHOP
DRAWINGS. MANUFACTURER TO
COORDINATE ATTACHMENT
LOCATIONS W/ INSTALLER
IMAGE DECAL
LED UGNT TUBE
LED LIGHT TUBE
PY FRAMING MEMBERS.
SEE STRUCTURAL DRAWINGS
�I.
3'x2' OPENING FOR EMERGENCY
OVERFLOW DRAT (TVP. 0 EACH
DOwN5P0
a=
I
A- -_= 3' METAL DECK
l PREPINISHED ' NE: ATER LEADER
COVER
DRAIN W/ STRNNAND LEADER
Canopy Fascia Detail
(LONGITUDNAL SECTION)
SCALE: 1 1/2'
1 1/2-x1 1/2-x3/16' ANGLE
IRON FASCIA BRACKETS BY
CANOPY CONTRACTOR 0 24' 0.C.
CANOPY FRAMING MEMBERS,
SEE STRUCTURAL DRAWINGS
3' METAL DECK
PLASTIC BULLNOSE W/
ILLUMINATED REVEAL.
BEYOND
R4'-3 7/8'
3 1/4' 11 1/2' GUTTER
OCanopy Fascia Detail
2
SCALE: 1 1/2'
(TRAVERSE SECTION)
4' ALUMINUM FASCIA WRAP AROUND
SPARK BOX. WRAP TO ALIGN WITH FRONT
AND BACK OF FASCIA
CIRCULAR SIGN BOX WRAPPED BY
ALUMINUM FASCIA (BOX 505 OUT
PAST FASCIA)
SPARK FRAMING ATTACHED TO
ANGLE IRON BRACKETS PROVIDED
BY CANOPY INSTALLER
ALUMINUM FASCIA
PANEL AND FRAMING
BEYOND SIGN
DEPTH OF SIGN MAY VARY
BETWEEN MANUFACTURERS BASED
ON INDIVIDUAL LIGHTING PUNS,
- 775' S TME ALLOWABLE
RANGE WITHIN VISUAL STANDARDS.
EDFascia Sign Section
SCALE: 1 1/2' - 1.-0'
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18215 72ND AVENUE SOUTH
KENT WASHINGTON 68032
(425) 251-6222
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SEMEMmMmLuemoD:
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DEVEUVUENT 44444141
ISLAND CANOPY
EXPANSION PROJECT
2004 RETROFIT PROGRAM
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220 SE EVERETT
MALL WAY
EVERETT, WA 98208
FAC #5446
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BCE #2197
MMOD TAIL
PROPOSED
CANOPY ELEVATIONS
AND DETAILS
0101 NO
CA2-1
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