HomeMy WebLinkAboutPermit S07-067 - MAACOMARCO
355 TRECK DR
S07-067
City ef Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206-431-3665
Web site: http://www.ci.tukwila.wa.us
Parcel No.: 0223400042
Address: 355 TRECK DR TUKW
Suite No:
PERMANENT SIGN PERMIT
Permit Number: S07-067
Issue Date: 10/17/2007
Permit Expires On: 04/14/2008
Business:
Name: MAACO Phone: 253-486-2342
Address: 355 TREK DR ,
Property Owner:
Name: JENKINS PROPERTIES INC Phone:
Address: PO BOX 53290
Contact Person:
Name: JAY MCALLISTER Phone: 206-762-2314
Address: 6606 URSULA DR
Contractor:
Name: NEON SIGN & AWNING Phone:
Address: 6606 URSULA DR
DESCRIPTION OF WORK:
ONE WALL SIGN AND ONE FREESTANDING SIGN FOR MAACO.
Fees Collected: $240.00
PERMANENT SIGN:
Zoning: TUC Sign Type:
Wall Sign #1 Wall Sign #2 Wall Sign #3 Wall Sign #4
Wall Area (sq. feet): 2380 0 0 0
Wall Sign Size (sq. feet): 61.7 0 0 0
Sign Lighting:
Face Residential Land: N
Freestanding Sign #1 Freestanding Sign #2
Street Frontage for Entire Lot: 387 0
Building Height (feet): 28 0
Sign Size (sq. feet): 61 0
Sign Height (feet and inches): 28 ' 0 " 0 ' 0 "
Setback (feet): 29 0
Number of Sign Faces: 2 0
Planning Division Authorized Signature: Date:
I hereby certify that I have read and examined 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.
rinn• RI(N-PERM 307-067 Printed•
SITE INSPECTION (PLANNING)
File No. S07-067
Name of Tenant: MAACO
Sign Address: 355 Treck Drive
Date Photo Taken: December 19, 2007
Sign appears to conform to permit application
Sign appears different from permit application
Sign not installed as of 10/23/2007
Make new site visit and take photo by 02/10/2008
Comments: Sign inspected and meets code. 12-19-07. SM
.-INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDIaNG DIVISION
6300 Southcente B , WA 98188
Type o Inspection:
1
Special Instructions:
L //
Date Called:
PERMIT NO.
(206)431-3670
Requester:
Approved per applicable codes.
El Corrections required prior to approval.
/ /
$58.00 REINSPECTION FEE RE
paid at 6,300 Southcenter Blvd..
Receipt No::
AIRED. Prior to inspection. fee must be
Spite 100. Wpm schedule reinspection.
Date:
..sl .!^�/jry.•bC.. �-{,rte a..J}'r_ '^"—'t'FK��y'r�/.�+Q�ny�•�y� `-fx �µ .....
UCL 1c U/ Uc: 1op ncuyaiun L.1
wingMOS aM MI Placa 3 3uaa. wA alit
206_782_2874
To: S -c- `Tv kL t LA From:
LV V ! VG.LJVL
•
Fax: 2c CD . Ll 3 1 . 3 is GS'Pages:
Phone:
Date:
/b7
s - c..-7-1; OA- L
Re: NfV -A-C O — cc:
D Urgent 4For Review 0 Please Comment 0 Please Reply 0 Please Recycle
S \C.:t
t-� >v22G
1 S A a `-c oma= CT -64-c ST12-4..sc it
EN. Cs (ti cG—G vL., A --t Cr 17--<›(2. `a -i i\-4 A A c:a PLt t.. ` r1/4-,
CJt,G 4- G- £_ E �- t' "-- E /4. ti t taw t F •e_O Nt
NA -A' To
4-0..s ISS
Nec.r, J i :^ , vv r r c:
6606 Ursula Place Scuth
Seattle, WA 98108
206-762-2314
206-762-2362 fax
425 144 6602 cell
1:4-7442_0 • C_61)P 1
r••
S i�UCTUi�A1f
'TEC1--INOLO6 Y CASULTANTS INC.
1821 CONVOY COURT, SUITE 406 SAN DIEGO CA 92111 PHONE (S58) 218-2400 FAX (858) 218-2424
PROJECT: MAACO, 355 TRECK DRIVE, TUKWILA, WA
PROJ. NO.: 1189-13 DESIGNER: VH
CLIENT: NEON SIGN 4 AWNING
SHEET: 1 OF 5
DATE: 10-11-01
I2'-3°
81-0°
•
GENERAL NOTES FOR POLES AND FOOTING:
L CONCRETE f'c:2500 P5I.
SPECIAL INSPECTION NOT REQUIRED.
;R 2. PIPE STEEL ASTM 453 GRADE B.
x 3. TUBE STEEL ASTM A500 GRADE B.
4. ROLLED STEEL ASTM 436.
5. BOLT STEEL 45111 4301.
cr) 6. SIGN CABINETRY SHALL BE FABRICATED IN THE
SHOP OF AN APPROVED FABRICATOR.
1. SOIL PASSIVE PRESSURE BASED ON 2006 IBC
TABLE 1804.2 CLASS 4 OR BETTER. SPECIAL
INSPECTION NOT REQUIRED. (IF SOFT OR SANDY
SOIL, COLLAPSING OR UNSTABLE SOIL, ORGANIC
MATERIALS OR GROUNDWATER ARE
ENCOUNTERED, IMMEDIATELY CONTACT TI -4E
ENGINEER OF RECORD FOR ADDITIONAL
FOUNDATION REQUIREMENTS.)
8. SITE IS NOT SUBJECTED TO WIND SPEED-UP
EFFECT (Kzt '5-1.0) AS DEFINED IN SECTION 6.5.1.2
OF ASCE 1-05. CONTACT ENGINEER OF RECORD IF
SUCH EFFECTS ARE PRESENT.
9. PROVIDE SLOPE AWAY FROM BASE OF POLE.
® ELEVATION
I 7 r
1 ..
11_0°
TYPICAL SADDLE
DETAIL
0 i/Z0
MATCHING fE'S
(2)-34 °x12"x0'-8/z °
W/ (4)-5/8°Q M.B.
CAP PLATE
C\:=1 DETAIL
3/16 V
STS'UCTU fTEC> NOLOC �' CASULT4NTS INC.
R �
1821 CONVOY COURT, SUITE 406, SAN DIEGO, CA 92111 PHONE (858) 218-2400 FAX (858) 218-2424
PROJECT: MAACO, 355 TRECK DRIVE, TUKWILA, WA
PROJ. NO.: 1189-13 DESIGNER: V14
CLIENT: NEON SIGN 4 AWNING
SHEET: 2 OF 5
DATE: 10-11-01
DESIGN CODE- IBC 2006
units; pounds, feet u.n.o.
WIND (wind governs design)
Basic Wind Speed: 85
Exposure C
Design Wind Pressures (psf)
Heights; 15 26.58
20 28.14
25 29.39
30 30.64
Area Force Arm Moment
6.8 179 7.5 1346
2.3 63 17.5 1108
0.9 26 21.0 556
12.0 353 22.8 8025
0.2 7 23.8 157
12.3 360 24.5 8822
36.8 1126 26.5 29844
71.1 2115 49857
Footing Design
(IBC Table 1804.2 & note d, & Sec.1804.3.1)
Footing Type: square
Soil Pressure: 400 b= 5.66
51=5xd/3 S1= 789
A= 2.34 x P / (S1 x b) A= 1.11
d =0.5xA (1+ (1+4.36x h/A) ".5)= 5.92
Formula Per IBC Section 1805.7.2.1
Footing size: 4'-0" x4'-0" x6'-0" Depth
Column Design
Pipe Steel - ASTM A53 Grade B
5 = Moment x 12 / (1.333*22000)
H M 5 req'd. Size (in) lbs / ft t (in)
0.0 49,857 20.4 8.0 43.4 0.500
24.0 2,996 1.2 3.0 7.6 0.216 , USE ALT.
ALT.
Tube Steel - ASTM A500 Grade B
5= 2996*12/(1.333*24000)= 1.12
USE -- TS 4"x4"x3/16", S=3.30,1.12 OK
1821 CONVOY COURT, SUITE 406, SAN DIEGO, CA 92111 PHONE (858) 218-2400 FAX (858) 218-2424
Oil
STRUCTURAL TECHNOLOGY CONSULTANTS INC.
PROJECT: MAACO, 355 TRECK DRIVE, TUKWILA, WA
PROJ. NO.: 1189-13 DESIGNER: V14
CLIENT: NEON SIGN 4 AWNING
SHEET: 3 OF 5
DATE: I0 -II -01
ASCE 7-05 Wind Loads
.5 .14 F=cih'G'Cf'As ' w I w= 1 .3 IBC 1605.3 'included in calc of F
6.5. 10 cih = 0.00256'Kz'Kzt'Kd'V ^ 2'I
Kzt= 1 .0 (unless unusual landscape) 1= 1 for structural category 11
Kz= table 6-3 Exposure C
Kg= 0.85 for signs 1= 500 (constant for Lz. Table 6.2)
V= 85 e= 0.2
6.5.8 G=0.925 ((1 + 1 .7'gq'Iz'Q)/(1 + 1 .7'gv'Iz)) or 0.85 c= 0.2
iz=c'(33/z) ^ (1/6)
z=max(0.6'h, zmin)
zmin= 15
gv= 3.4
gci= 3.4
Q=scirt( 1 .0 / (1 +0.63'(8+h)/Lz) ^ 0.63 )
Lz= 1.(z/33)^ e
sign
elem. # h IQ cih G s/h B/s Cf pressure F
1 15 0.85 13.36 0.85 0.29 3.06 1.80 26.58 179
2 20 0.9 14.15 0.85 0.29 3.06 1.80 28.14 63
3 22 0.94 14.78 0.85 0.29 3.06 1.80 29.39 26
4 23.5 0.94 14.78 0.85 0.29 3.06 1.80 29.39 353
5 24 0.94 14.78 0.85 0.29 3.1 1.80 29.39 7
6 25 0.94 14.78 0.85 0.29 3.1 1.80 29.39 %0
7 28 0.98 15.41 0.85 0.29 3.1 1.80 30.64 1126
sum: 21 15
010 1821 CONVOY-
COURT, SUITE 406, SAN DIEGO, CA 92111 PHONE 218 1400 FAX (858) 218-2424
STFRUCTUIRAL TECHNOLOGY CONSULTANTS INC.
PROJECT: MAACO, 355 TRECK DRIVE, TUKWILA, WA
PROJ. NO.: 1185-13 DESIGNER: VH
CLIENT: NEON SIGN 4 AWNING
SHEET: 4 OF 5
DATE: I0 -I1-01
CAP PLATE
INPUT
M W EDGE
DIST
2996 490 1
Fy
36000
BOLT TENSION
T = 12*M/.99d= 12*2996/.99*7.50=
4842 LB
PLATE WIDTH, MINIMUM
B=2*(T+W)/.45*1.33*Fy*.03*d=
2*(4842+490)/.45* 1.33*36000*.03*7.50=
1.65 IN. PLATE WIDTH USED = 12.00 IN.
PLATE CANTILEVER
m=(DEPTH-0.95*D)/2=(8.50-0.95*4.00)/2=
2.35 IN
PLATE BENDING DUE TO BOLT TENSION
M=T*(m-EDGE DIST)B=4842*(2.35-1.00)/12.00=
545 IN LB
PLATE BENDING DUE TO BEARING
M=(T+W)*(m-0.01 d)/B=(4842+490)*(2.35-0.08)/12.00=
1011 IN LB
PLATE THICKNESS
t=(6*M/1.33*F)`.5=(6*1011 /1.33*27000)^.5=
0.41 IN
BOLTS
WELD
A=T/1.33Ft No.=4842/1.33*20000*2=
0.091 SQ IN
4.00 INCH TUBE
Z=BD+D^2/3=4.00*4.00+4.00^2/3=
21.33 INA2
fv=12M/Z=12*2996/21.33=
1685 LB/IN
8.00 INCH O.D. PIPE
Z=PI*R^2=PI*4.000^2=
50.27 INA2
fv=12M/Z=12*2996/50.27=
715 LB/IN
Plate 1/2" x 12.00 x 8.00 -- USE 3/4" THICK PL
4 - 5/8" DIAM. M.B.
3/16" FILLET WELD
ALL AROUND
3/16" FILLET WELD
ALL AROUND
It
1821 CONVOY COURT, SUITE 406, SAN DIEGO, GA 92111 PHONE (858) 218-2400 FAX (858) 218-2424
STRUCTURAL TECHNOLOGY CONSULTANTS INC.
PROJECT: MAACO, 355 TRECK DRIVE, TUKWILA, NA
PROJ. NO.: 1189-13 DESIGNER: VH
CLIENT: NEON SIGN 4 AWNING
12 in
Plain Base Plate Connection
Base Plate Thickness :.75 in
Base Plate Fy : 36. ksi
Bearing Surface Fp : 25.2 ksi
Anchor Bolt Diameter :.625 in
Anchor Bolt Material : A307
Anchor Bolt Fu : 60. ksi
Column Shape : TU4X4X3
Design Code : AISC ASD 9th
- Anchor Bolts
SKEET: 5 OF 5
DATE: 10-11-01
- Bearing Pressure
Maximum Bearing .731 ksi
Max/Allowable Ratio .022 ASCE EQ.3(W)
(ABIF = 1.333)
.731
(ksi)
0.
- Base Plate Stress
Maximum Stress 11.105 ksi
Max/Allowable Ratio .309 ASCE EQ.3(W)
(ASIF = 1.333)
Bolt X (in) Z(in) Tens.(k) Vx (k) Vz (k) Ft (ksi) Fv (ksi) Unit
Combination
1
3.25
4.
2.728
.371
0.
26.66
13.33
.334
ASCE EQ.3(W)
2
-3.25
-4.
2.728
-.371
0.
26.66
13.33
.333
ASCE EQ.3(W)
3
3.25
-4.
2.728
.371
0.
26.66
13.33
.334
ASCE EQ.3(W)
4
-3.25
4.
2.728
- -.371
0.
26.66
13.33
.333
ASCE EQ.3(W)
Loads
DL
WL
P (k)
.49
Vx (k)
Vz (k) Mx (k -ft) Mz (k -ft)
Reverse
No
Yes
1.486
2.996
•
int rota -,{t9...
12'-0 "
•
Install only one intemally illuminated
Single faced wall sign mounted flush
to the wall with 3/8" x 6" quick bolts
(5 total)
OPTION #1
6606 URSULA PL. S. SEATTLE, WA. 98108
ph206.762.2314 fax206.762.2362
JOB NAME: MAACO
PROJECT: BLDG SIGN w/ 15" LTRS
LOCATION: TUKWILA
CONTACT:
25'-9"
Manufacture and install one set of 1/2" X 15" Black Sintra
Routed dimensional letters mounted flush to the wall w/
1/4" studs and silicone adhesive (4 per letter).
c.7
NSS
� cr
NSS REP NAME: Glenn Galliher
DATE: 9-5-2007
FILE NAME: Maaco - Tukwilla - permit
DESIGNER:
nO
4-`°` -1/2
This original design is the sole property of
Neon Sign Systems and is protected under
Federal Copyright Laws. All rights reserved
until transfer of sale and it is not to be used
reproduced or shown to anyone without the
written permission of Neon Sign Systems
3/8" X 6" QUICK BOLT
INTO CONCRETE WALL
1/4" THREADED ROD
WITH SILICONE
ADHESIVE INTO
CONCRETE WALL
1/2" BLACK SINTRA
Customer Approval:
Landlord Approval:
City Contact:
PAGE NUMBER:
Sep 24 U7 U4:UUp NLUN blUN SYSILM
OM MCI PIM S. SIMMS, W MSS
M 63 -77 CS
To:
From:
eusiseedse p. 1
•
SEP P, 2007
DEVELOPUENT
Fax: 2-0 Lt3i
Pages:
Phone:
Date: 9 / 24/01
Re: NA AAC
cc:
0 Urgent 'For Review C Please Comment 0 Please Reply 0 Pease Recycle
E /14-1--LoNi G --1,3-C5 UD t
S L.5-6,4 t s e
Io lA.,0 k A -O 0
Neon Sign & Awning
6606 Ursula Place South
SPattle, WA98108
206-762-2314
205-762-2352 fax
425-444-6602 cell
S
1-60 L_
��GENERAL TOOL
u &SUPPLY CO
12'•3'
Eur.J.aa.,,
Overall Heigh
SCALE = 3/16" =1'-0"
6505 URSHLA P1. 6.
4•-0"
6501116. WA, 96106
0206.762.231 12'205.762.220
JOB NAME: MAAC0
PROJECT: PYLON SIGN
Sign Specifications:
Size: 4' x 12' = 48 S.F.
'— -- Volts: 110 VAC.
Amps: 3.4
Weight: 240 lbs.
to
Size: 1'-6" x 8' = 12 S.F.
Volts: 110 VAC.
Amps: 1.3
Weight: 50 lbs.
NEW 8" STD
BASE PIPE
8'-0 "
Col o c
1% I r(xl1
C )66
6.e -e-
. TRECK D,f
SITE PLAN
SCALE: 1/16" = 1'-0"
3/8" X 1 1/2"
BOLT TO
L2X2X3/16
fD
a
N
C
C
1
c
1111=111 11111111
IIIc— ==1111 4' x 4' x 6'-6"
1111 CONCRETE BASE
(5 SACK MIX)
4'-0"
LOCATION: TUKWILA
CONTACT:
1
30'-0"
NSS REP NAME: Glenn Galliher
DATE: 09-5-2007
FILE NAME: Masco • Tulavilla - permit
DESIGNER:
This original design is the scle property of
Neon Sign Systems and is protected under
Federal Copyright Laws. Al nyhts reserved
until transfer o1 sale and It Is not to be used
reproduced or shown to anyone without the
written permission of Neon Sign Systems
Customer Approval:
Landlord Approval:"
City Contact:
PAGE NUMBER:
WR 1 SAS
°1/77
ns
101 C a ittiC‘'
.Q$9iN, Q r�
?roe (
poh
srS0
9(z? Lwmeq- P 9-64N\ c-sz--- 4,1% %`f �3
• •
Existing conditions at MAACO site 9-26-07. SM
re aim amp sidamirmlimr aim diem insuniimmiaim amp lilomminimilm. am, am
0
CLC
EXISTING---s'�-
LANDSCAPING
At B (Maaco)
SHOP
8,591 s.f.
1 occupancy
..r
a
i -
ONO MINE•
M MO
m m am ale'
REMOVE EXISTING
PAINT STRIPE (TYPICAL)
EXISTING ' PHALT PAVING
1
EXISTING 364X4 •' CONCRETE PAD
NEW PAINT
STRIPING
STING PAINT
7— S IPING (TYPICAL)
MEM MEM OM IMP
4/MED DINED
1
1
• • • .• . - . . • •
DEpARTMENiOF LABOR.. AND INDUSTRIES'
LICENSED AS PROVIDED BY LAW AS
ELEC CONTR SIGN
NEON SIGN & AWNING INC
6606 URSULA PL S
SEATTLE WA 98108
• • :
. • 4
f:.,4:•.2' -.4...,'6.'.-f.0 1:-.;d97 )- • .; ,i,
. . 1....t
'-------- r.) A.td
DEPARTMENT OF LABOR AND INDUSTRIES
REGISTERED AS •PROVIDED BY LAW AS.
CONST CONT GENERAL
REGI ST # EXP. DATE
CCOI NEONSSA936L1 06 /2 /2009
EFFECTIVE DATE 06/21/2007
NEON SIGN & AWNING INC
6606 URSULA PL S
SEATTLE WA 98108
•
11,1;•1:ed": r)V:n13v C:C'
City"( Tukwila
Departi t of Community Development
6300 Southcenter Boulevard, Suite 100
Tukwila, Washington 98188
206 431-3670
*IT NO. , 07— 06 7
DATE: ! l I /7,00
PERMANENT SIGN PERMIT
LICATI
Please print
MIN -Ay -co '3S S l SLE 1L Off. 253 - 4 - 23
Business Name Address of Sign Phone
N6o - Skit.! 4 ANA.z.n.if Mc, G (,0(o U (1-S4.. L4 PL $ SES , lat4 2ok, _ -Z (02 23 ii4
Applicant/Contact Address, City, State, Zip Phone
PA IQ /A Al /A /,s.
Contractor Address, City, State, Zip Phone
3 sets of plans (dimensioned and scaled), including
site plan showing:
• Property lines
• Streets
• Buildings
• Locations of all existing and proposed signs
❑ Sign elevations with area calculations and dimensions
❑, . Building elevations (for wall signs)
Ly' Supporting structure and method of illumination
[Er--- One copy of valid Washington State contractor's license
❑ $120 application fee per sign
See back of form for examples
How many signs will list this business? Freestanding
Is your sign a:
Freestanding sign 15 or more feet in height 1
❑ Pole sign with face 30 square feet or more in area
❑ Wall sign weighing 400 pounds or more
If any of the above aro. true, the application must go
through structural review.
STRUCTURAL REVIEW CHECKLIST:
❑ $84 for structural review (if actual cost to the City is
greater, you will be billed when you pick up your permit).
❑ Construction details to describe the proposed foundation
or wall attachments (see back of form for examples)
❑ Structural calculations for the sign shall be prepared by a
Washington State structural engineer
SIGN DESCRIPTIQ
Did building go through design review? 0 Yes No
Wall /
WALL SIGNS: IL‘
1
•2 4
#3
#4
Wall area (length x height) of the tenant space where the
sign will be mounted? (square feet)
Zx�I
qp '
I
`�.�
2
Sign size(square feet)
7J
1
? ' �.
<30.0
Does sign face residential zones or public facilities? (Y/N)
Exposed neon tubing is not allowed within 200 feet of,,
LDR, MDR or HDR zones.
ki
Does wall sign weigh more than 400 pounds?(Y/N)
N
\I
0l
Sign illumination (internal/external/none)
` N'1
FREESTANDING SIGNS:
#1.
#2
Street frontage of the entire premises where the sign will be located (feet). Generall , only
one freestanding sign is allowed per premises.
3% i
Height of building (feet). Generally, signs may not be higher than the building with which they
are associated
2.0 (
26
Size of sign face (square feet). Structural review is required for pole signs with faces 30
feet or more in area
(1)ti‘square
Sign height (feet -inches). Structural review is required for signs 15 feet or more in height.
,
2 $
Distance from closest edge of sign to property lines (feet). Generally, signs must be set
back from all property lines a distance equal to their height.
VI
Number of si • n faces
INSPECTIONS. A
.
If the sign needs structural review, the applicant or installer is required to call the Building Division at 431-3670 for footing or bracket
inspections. Footing inspections must take place before concrete is poured. Bracket inspections must take place before sign is
installed.
A structural inspection is required for all signs when installation is complete. The applicant or installer is required to call the Planning
Division at 431-3670 for a final inspection.
It is the responsibility of the installer to obtain the electrical permit and inspections from the Washington State Department of Labor and
Industries at (206) 248-6630.
SIGN PERMIT APPLICATION IS VALID FOR 180 DAYS AFTER ISSUANCE.
HEREBY CERTIFY that the above information furnished by me is true and correct under penalty of perjury by law in the State of Washington, and that
the applicable requirement�s-o of the City of Tukwila will be met.
/
Date (Signatu f owner or authorized agent) `.J Email Address Cove+
Zoning:
Planning review by:
O Denied
0 Issued
0 Issued with conditions
Structural review required? i Yes 0 No Structural review by:
P:\Planning Forms \Applications\PermSign-6-06.doc
12/20/01
/1-/7-c,
O Denied Approved 0 Approved with conditions
Revised on
TukwiiaTrain &
/ I
Sign Area
L
0 0 0 0 Q 0
0
O O
1.1 1-,
0
lJtl
lJll
. JV J
'Jl1
Sign Area is calculated by constructing a polygon
around the sign using right angles.
Big Store
23'-9"
Frontage
Building Elevation
Wall Area is calculated by multiplying the
length and height of the tenant space.
Footing Detail
For all Freestanding Signs
11!
11
obbyJ
///
Wall Mount Detail
For all wall mounted signs
over 400 pounds. •
Tenant Space
Site/Leasing Plan
N N->
\ I\ Existing Sign
LIIII.111111)111111111 Property Lines . _ . — .
Street Frontage
Site Plan
Show applicant space and all existing and proposed signs.
For freestanding signs show the length of frontage
on all public streets.