00-104626- - - - - South 272nd Street - - - -
000�_ _ _ N 88'50'28" W _ _ 138.90'
PLANTER AIR/WATER
EXISTING FREESTANDING
SIGN TO BE REPLACED
//rla \ WITH NEW arum
m
EXIST. ADVERTISING SIGN,\
CHANGE TO "PLEASE PULL
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DISPENSER SLAB
EXIST. ADVE1
CHANGE TO
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TELEPHONES
EXIST. ADVERTISING SIGN,
CHANGE TO "PLEASE PULL
TO FORWARD PUMP" 60 MA)(.
�Aiol. Ul"/N"i olvn w UU -
REPLACED WITH NEW am/pm
FASCIA SIGN
EXIST. INTERNALLY ILLUMINATED
FASCIA TO BE REPLACED WITH
NEW EXTERNALLY ILLUMINATED
FASCIA 4
NEW 1.5' PARAPET —
[-'79 ptKM/E &-AMIT)
HIUH LtVLL LUI
LIGHTS
ASPHALT
NEW 1.5' PARAPET --�
S 88'50'28" E 221.51 '
EXIST. am/pm SIGN TO BE
REPLACED WITH NEW am/pm,".'#
FASCIA SIGN
t VA4
NEW 1.5' PARAPET
EXIST. INTERNALLY ILLUMINATED
FASCIA TO BE REPLACED WITH
NEW EXTERNALLY ILLUMINATED
FASCIA
FILE
NO
NO
m
S. 272nd Street
Vicinity Map
FILE
v
1
Notes
SITE AREA - 30,252 SQUARE FEET
LANDSCAPING - 46 S.F. PER SIGN FACE
50% OF TOTAL L/S AREA TO BE PLANTED
WITH LOW SHRUBS AND GROUNDCOVER.
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CITY OF FEDERAL WAY
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27202 PACIFIC HWY SO 00-104626-SG
SIGN
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APPROVED BY
09105100
RECEIVED BY
COMMUNITY DEVELOPMENT DEPARTMENT
ARCO PRODUCTS COMPANY MASTER REVISIONS
DATE I REVISIONS
NOV 13 2000
PROJECT RELEASE
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PLAN CHECK
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FASCIA TO BE REMOVED
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EXISTING BUILDING ELEVATION (DIAMOND)
SCALE: 1/4" - V-0"
NEW PARAPET
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(N) TOP COVER
(E) CONTINUOUS
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-_ ELEVATION A FASCIA
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SCOPE OF WORK
1. EXISTING INTERNALLY ILLUMINATED FASCIA COVERED WITH NEW ACM PANELS WITH GRAPHICS
AND NEW INTERNALLY ILLUMINATED CHANNEL LETTER STYLE AM/PM SIGN ON OPAQUE
SILVER BACKGROUND.
2. NEW FASCIA TO BE EXTERNALLY ILLUMINATED WITH CONTINUOUS FLUORESCENT FIXTURE (W/F)
3, REFER TO MADISON INDUSTRIES DRAWINGS FOR ATTACHMENT INFORMATION.
PAINT + COLOR SPECIFICATIONS:
AO STANDARD SILVER METALLIC BY RJ REYNOLDS-PMS 877 C
OB ARCO BLUE- (3M VSQ 7550) PMS BLUE 072 C
CO ARCO RED - (3M VSQ 7623) PMS RED 032 C
O ARCO ORANGE - (3M VSQ 5818) PMS 021 C
EO 3M GRAY METALLIC 3650-221
FO 3M PEARL GRAY 7725-11
OG ARCO SILVER - (3M VSQ 7551) PMS 877 C
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NEW SIGN "A" 28.52 S.F.x
SALE: 1/2"=V-0"
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WALL SIGN AREA CALCULATIONS
LARGEST EXPOSED BUILING FACE 52' x 14' = 728 S.F.
MAXIMUM SIGN AREA ALLOWED 7% x 728 S.F. = 50.90 S.F.-
MAXIMUM NUMBER OF SIGNS ALLOWED 2
PROPOSED om/pm WALL SIGN AREA -t 32.63 S.F.
TOTAL NUMBER OF WALL SIGNS PROPOSED 2
NOTE:
SCALE NOTED IS FOR 24" X 36" DRAWING
11" X 17" DRAWING NOT TO SCALE
NO. I DATE
REVISIONS
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(2) 112 S.M. —
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CONDUIT 5" STD. PIPE ® 4'- 9 1 /2"
1� CONCRETE FOOTING
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SCALE: 3/4"=1'-O"
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2'-6"SQUARE
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4" X 1/4" X 9" LONG
STEEL FLAT BAR
4" X 1/4" X 7" LONG
STEEL FLAT BAR
4" X 2" X 3/16"
STEEL RECT. TUBE
END ELEVATION
SCALE: N.T.S.
1'-O' CONCRETE
10" ALUMINUM EXTRUSION
1 1/2" ALUMINUM RETAINER
4" X 1/4" STEEL FLAT BAR
4" X 2" X 3/16"
STEEL RECT. TUBE
#10 X 1" TEK SCREW
8" X 10" X 3/4'
STEEL PLATE
7/8" 0 HOLES
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VASHER & NUT
NUT NEEDS TO
iED INSIDE CABINET
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'ICE HINGE
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WASHER & NUT
SECTION VIEW
SCALE: N.T.S.
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SIGN SIZE AND WEIGHT
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ARCO ID SIGN AREA 12.53 SQ. FT,
ARCO ID WITH PRICE SIGN
SIGN AMPS 6.95 AMPS
AMPM SIGN AREA 8.89 SQ. FT.
PRICE SIGN AREA 9.86 SQ. FT,
Q
SELF SERVE SIGN AREA 1.19 SQ. FT,
TOTAL AMPS 6.95 AMPS
TOTAL 810N AREA 32.47 80. Fr.
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CIRCUITS [ 1 ] 15 AMP
ARCO ID SIGN WITH
AMPM SIGN WEIGHT 400 LBS,
VOLTAGE 120 AC
In
HEIGHT OF NUMERALS (12 IN.)
EXEMPT PRICE SIGN AREA 4.93 SQ. FT.
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GENERAL NOTES,
1. ALL CONCRETE TO DEVELOP 3000 PSI COMPRESSIVE STRENGTH AT 28TH DAY.
Q Lo
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2, ALL REINFORCING BARS SHALL HAVE AMIIMUM YIELD STRENGTH OF
# Q
600,000 PSI, REINFORCING BARS SHALL BE PLACED IN ACCORDANCE
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WITH THE LATEST VERSION OF THE ACI 318 CODE.
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3. ALL PIPE SHALL MEET THE STRUCTURAL REQUIREMENTS OF ASTM A-53 GRADE 8,
Q O Q
4. ALL STEEL TUBE SHALL BE ASTM A-500 GRADE B.
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5. ALL OTHER STEEL STRUCTURAL SHAPES SHALL BE ASTM A-36.
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6. THIS IS ONLY A SUGGESTED TYPICAL SUPPORT PIER FOR APPROX. 3,000 PSF SOIL
Z Q Q
BEARING LOCATIONS. PLEASE CHECK LOCAL CODES FOR APPROVED FOUNDATIONS,
SOIL BEARING AND FROST LINE INFORMATION. FINAL DESIGN SHOULD BE APPROVED
SEE YARD PLAN. LOCATE CONDULET & CONDUIT AT THE
BY LOCAL ENGINEER.
^ W
appr.
APPROVAL RECORD
MILESTONE DATE APPROVAL
ISSUED FOR C.U.P.
ISSUED FOR PLAN CHECK
DATE
DATE
REMARKS
REVISIONS
REVISED
APP.I Date: Drawn By:
BY I BY 1 102-09-99 AGC
ISSUED FOR GEN. BID
ISSUED FOR CONSTRUCT.
RECORD DRAWING
i
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EXIST. SPARK TO
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South 272nd Street
N 88°50'28" W
PLANTER
EXIST. SPARK TO REMAIN
EXIST. ADVERTISING SIGN,
CHANGE TO "PLEASE PULL
TO FORWARD PUMP" 6t rvhk,
No L-P&PS 'Pmm mTq\"
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CHANGE TO "PLEASE PULL \ ACANOPY 1
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52' X 35' \
EXIT. ADVERTISING SIGN,
CHANGE TO "PLEASE PULL
TO FORWARD PUMP"
EXIST. SPARK TO REMAIN —
ASPHALT
PAVING
EXIST. AM/PM SIGN TO
ILLUMINATED FASCIA
TO
EXIST. GRIP FRAME
TO BE REMOVED
HIGH LEVEL LOT
LIGHTS
S 88°50'28" E
DISPENSER ISLAND
DISPENSER SLAB
138.90'
AIR/WATER
TELEPHONES n
a
ASPHALT
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EXIST. ADVERTISING SIGN,
CHANGE TO "PLEASE PULL
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221.51'
If
T. GRIP
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0 I I 0 I 0
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SEE SHEET AS1-2 FOR
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EXIST. GRIP F ME
TO BE REMOVE
N
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AM/PM SIGN TO BE REMOVED
GRIP
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SITE S 272nd Street
Vicinity Map
0
Notes
SITE AREA;
30,252 SQUARE FEET
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27202 PACIFIC HWY S 00-104626
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DATESUBMITTED _.DAT APPROVED
APPROVED
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GRADE
ELEVATION
SCALEI 3/4'=1'—O'
10' ALUMINUM EXTRUS
4' X 1/4' X 4 1/2' L
STEEL FLAT
ARCO RED SPARK
DEBOSSED
WHITE COPY
DEBOSSED
ALUM. CABINET & RETAINER
(PAINTED BLACK)
SILVER OPAQUE BKG.
8-1/8" W x 150-7/8" L x
22-1/2" H, BLACK METAL REVEAL
5" STD. PIPE ® 4'— 9 1/2"
CONCRETE FOOTING
DETAIL A
SCALEI N.I.S.
:4) 1/2' X 2' HX. HD, GR5 BOLT
BASHER & NUT
4' X 1/4' X 9' LONG
STEEL FLAT BAR
4' X 1/4' X 7' LONG
STEEL FLAT BAR
4' X 2' Y. 3/16'
STEEL RECT. TUBE
END ELEVATION
SCALE, N.T.S.
1'-O' CONCRETE
10' ALUMINUM EXTRUSION
1 1/2' ALUMINUM RETAINER
4' X 1/4' STEEL FLAT B
4' X 2' X 3 / 16'
STEEL RECT, TUBE
#10 X 1' TEK
7/8" 0 HOLES
3/4" STEEL PLATE
9/4" MOUNTING PLATE
SCALEI N.T.S.
SIGN SIZE AND WEIGHT
ARCO ID SIGN AREA
AMPM SIGN AREA
PRICE SIGN AREA
TOTAL SM AREA/) �
ARCO ID SIGN WITH
AMPM SIGN WEIGHT
HEIGHT OF NUMERALS
1/2' X 2' HX, HD. GR5 BOLT
WASHER & NUT
5/8' NUT NEEDS TO
WELDED INSIDE CABINET
X 1/2' SMS
SERVICE HINGE
5/8' X 2 1/2' HX. HD. GR5 BOLT
WASHER & NUT
19.00
SQ.
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15.50
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11.50
SQ.
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46.00
so.
Fnlc,i c�
ARCO ID WITH PRICE SIGN
SIGN AMPS 6.95 AMPS
TOTAL AMPS 6.95 AMPS
CIRCUITS [1] 15 AMP
VOLTAGE 120 AC
GENERAL NOT
1. ALL CONCRETE TO DEVELOP 3000 PSI COMPRESSIVE STRENGTH AT 28TH DAY.
?. ALL REINFORCING BARS SHALL HAVE AMIIMUM YIELD STRENGTH OF
600,000 PSI. REINFORCING BARS SHALL BE PLACED IN ACCORDANCE
WITH THE LATEST VERSION OF THE ACI 318 CODE.
3. ALL PIPE SHALL MEET THE STRUCTURAL REQUIREMENTS OF ASTM A-53 GRADE B.
k ALL STEEL TUBE SHALL BE ASTM A-500 GRADE B.
i. ALL OTHER STEEL STRUCTURAL SHAPES SHALL BE ASTM A-36.
3. THIS IS ONLY A SUGGESTED TYPICAL SUPPORT PIER FOR APPROX. 3,000 PSF SOIL
BEARING LOCATIONS. PLEASE CHECK LOCAL CODES FOR APPROVED FOUNDATIONS,
SOIL BEARING AND FROST LINE INFORMATION. FINAL DESIGN SHOULD BE APPROVED
SEE YARD PLAN. LOCATE CONDULET & CONDUIT AT THE
BY LOCAL ENGINEER.
APPROVAL RECORD
MILESTONE IDATE
ISSUED FOR C.U.P.
ISSUED FOR PLAN CHECK
APPROVAL
REVISIONS
NO. DATE REVISED
EVA DATE IREMARKS
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APP. Date: Drawn By:
BY I BY 11 02-09-99 AGC
BCE #6469
ISSUED FOR GEN. BID
ISSUED FOR CONSTRUCT.
RECORD DRAWING
MA1 1