HomeMy WebLinkAboutPS 11-07; Toyota of Carlsbad; Sign Permits/Programs (PS)~ I ... ·.(, .,
.. ··~ CITY OF
CARLSBAD
REVIEW FOR SIGN
PERMIT
P-11
Development Services
Planning Division
1635 Faraday Avenue
(760) 602-4610
www.carlsbadca.gov
All plans submitted for sign permits/sign programs shall consist of a minimum of a site plan and
sign elevations containing the following information:
1. North arrow and scale.
2. Location of existing buildings or structures, parking a·reas, and vehicular access points to the
property.
3. Location of all existing and proposed signs for the property.
4. Distance to the property line(s) for all proposed freestanding sign(s).
5. Provide an elevation for all proposed sign(s) which specifies the following:
A. Dimensions and area for all existing and proposed sign(s).
B. Materials the sign(s) will be constructed of.
C. Source of Illumination.
D. Proposed sign copy.
APPLICANT MUST SUBMIT THREE (3) SETS OF SIGN/SITE PLANS, A COMPLETED
APPLICATION FORM, AND THE APPLICATION FEE.·
The application must be submitted prior to 4:00 p.m. Average processing time: 2 weeks
NAME OF PROJECT: \t"-JC\C\ n\: 1..(.} .. ;\\C~.'CC.f1 '
ADDRESS OF PROJECT: c::z \ 1-·:"\ \)0 \( (; Dt' \
ASSESSORPARCELNUMBER:~J~I~j~_O~'~~~O~-~~-L~~-------------------
RELATED PLANNING CASE NUMBER(S): ---------------
TYPE OF DEVELOPMENT:
(~_ Residential
M) Commercial
(c) Office/Industrial
SIGN PROGRAM AND/OR
SPECIFIC PLAN CRITERIA
(d) Hotel/Motel
(e) Service Station
(f) Prof. Care
(g) Theater
(h) Gov't/Church
(i) Public Park
0) Produce Stand
(k) Nursey
(I) P-UlOS Zone
YesD NoD Specific Plan Number ____ _
VILLAGE REDEVELOPMENT AREA Yes0 NoD Requires VR Approval
P-11 Page 1 of4 Revised 07/10
SIGN ORDINANCE: YesD NoD
COASTAL ZONE: YesD NoD
EXISTING SIGNS:
TYPE NUMBER SIGN AREA SIGN HEIGHT
Pole
Monument
Wall
Suspended
Directional
Canopy
Freestanding (Project Identity)
PERMITS ISSUED FOR EXISTING SIGNS: YesD NoD Date -------
PROPOSED PERMANENT SIGNS:
MAXIMUM NUMBER MAXIMUM PROPOSED MAXIMUM PROPOSED
TYPE NUMBER PROPOSED SIGN SIGN AREA SIGN SIGN
ALLOWED AREA HEIGHT HEIGHT
.. ,P.~*
Monument**
Wall
Suspended
2--\~CJ \l 2DQ1 ' s·· Directional . Canopy
Freestanding**
(Project Identity)
PROPOSED TEMPORARY SIGNS:
MAXIMUM NUMBER MAXIMUM PROPOSED MAXIMUM PROPOSED
TYPE NUMBER PROPOSED SIGN SIGN AREA SIGN SIGN
ALLOWED AREA HEIGHT HEIGHT
Construction**
For Sale**
Banner
**Prior to approval, all proposed pole, monument, and freestanding signs must be reviewed
for potential sight distance and visibility issues. Additional infonnation must supplement
this application showing how the proposed signage will not encroach into the public right-
of-way or present a traffic hazard. Page 3 of 4 illustrates an example for what would be
required for such proposed signs.
P-11 Page 2 of4 Revised 07110
SITE PLAN REQUIREMENT FOR POLE, MONUMENT, AND FREESTANDING SIGN
APPLICATIONS
The following example illustrates the information that is required for all pole, monument, and
freestanding sign permit applications. Prior to approval, all such proposed signs must be reviewed
for potential issues by the Transportation Department, which will not allow signs to be approved
over the counter. Additional time will be required for on-site inspection.
I I I I
PIL • Sight Distance Requirement
• I • • I Show building/s • • • ( I
I
~ I • • Show setbacks from all curbs '----l ---
I • • I I I I
I • I Show all property lines I • • PIL I • • I •
I • I ' • •
curb line • • • • • • • ----------~--
Sight Visibility I
Street Name(s) (i) I
I North
21.41.080 Sign design standards
Relationship to Streets: Signs shall be designed and located so as not to interfere with the
unobstructed clear view of the public right-of-way and nearby traffic regulatory signs of any
pedestrian, bicyclist or motor vehicle driver.
Sight Distance: No sign or sign structure shall be placed or constructed so that it impairs the sight
distance requirements at any public or private street intersection or driveway.
EXISTING SIGN PROGRAMS OR SPECIFIC PLAN SIGN CRITERIA
TOTAL BUILDING STREET FRONTAGE sq. ft.
TOTAL SIGNAGE ALLOWANCE sq. ft.
EXISTING SIGNAGE (SQ. FT.) sq. ft.
REMAINING SIGN ALLOWANCE AT PRESENT sq. ft.
PROPOSED SIGNAGE (SQ. FT.) sq. ft.
REMAINING SIGN ALLOWANCE AFTER PROPOSED SIGN, ________ sq. ft.
P-11 Page 3 of4 Revised 07/10
PROPERTY OWNER
NAME (PRINT OR TYPE)
MAILING ADDRESS
eo u ·~u
CITY AND STATE ZIP
c Pt-
TELEPHONE
q/ \ p
APPLICANT
NAME (PRINT OR TYPE)
MAILING ADDRESS
\
I CERTIFY THAT I AM THE LEGAL OWNER I CERTI THAT I AM THE REPRESENTATIVE
AND THAT ALL THE ABOVE INFORMATION IS OF THE LEGAL OWNER AND THAT ALL THE
TRUE AND CORRECT TO THE BEST OF MY ABOVE INFORMATION IS TRUE AND
KNOWLEDGE. CORRECT TO THE BEST OF MY KNOWLEDGE.
SIGNATURE DATE SiATRE
\-\'3-\\
DATE
PLANNER CHECK LIST:
1.
2.
3.
4.
5.
6.
Field check by planner.
Within maximum length, area.
Style consjstent with Sign Program and/or Specific Plan criteria, if applicable.
Location: •!• In right-of-way •!• In visibility triangle at corner
Pole and monument signs to be checked by Transportation Engineering, for visibility issues.
When approved route copy to Data Entry
APPROVED: Planner: __ _____..C2__..f1--=---,r-j--::CU)::;__ ____ _ Date:_\..__-.....o:::l'--1..._-"_,_1\_
P-11 Page 4 of4 Revised 07/10
City of Carlsbad
Faraday Center
Faraday Cashiering 001
1102001-2 01/20/2011 98
Thu, Jan 20, 2011 10:36 AM
Receipt Ref Nbr: R1102001-2/001B
PERMITS -PERMilS
Tran Ref Nbr: 110200102 0018 0019
Trans/Rcpt#: R0082842
SET#: PS110007
Amount:
Item Subtota 1 :
Item Total:
ITEM(S) TOTAL:
Check (Chk# 0000008255)
Total Received:
Have a nice day!
1 @ $56.00
$56.00
$56.00
$56.00
$56.00
$56.00
**************CUSTOMER COPY*************
1 1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
City of Carlsbad
1635 Faraday Avenue Carlsbad CA 92008
11111111111111~111111111111111111111111111111111111111111111111
Applicant: MATTHEWS SIGN INC
Description Amount
PS110007 56.00
5124 PASEO DEL NORTE CBAD
Receipt Number: R0082842 Transaction ID: R0082842
Transaction Date: 01/20/2011
Pay Type Method Description Amount
Payment Check 56.00
Transaction Amount: 56.00
v
~PATTISON ~ BIGNGROUP
566 Elle1mere Ro•d
Toronto. Ontlrlo, Cenede MIR 4EB
Tel (476) 759-7 77 7
Fax (476) 759-4965
Toll F,.e 1-B(X).-268·6536
www.pertiJon•tgn.com
July 76. 2010 Oere
R. Fe"''' I A. Hoflyotllt S.IHRep
R. F. Oet/gner
N.T.S. Scale Job No.
70 0797 De•ign No. Cultorn., A.pprovel
.II •..-10 Revillon Nore 0.10
A Otvltlon ot Jfm l'•m•r:m lndustrin Ud n.. 411J61~ wwil Hpf<IHI N.-.t, lr• eorpytlf11t1 l"'fflte IN IXdiJII..,_ ~ ol ~lf•fOI'II Sf"" 0'04111 lnd H lvdt u,not 0. re~ It! wtloH or Itt ~11 W'III'KWt pri(H wrift.fl'! CIHlHf'll
Used Vehicle~ Entrance
~TOYOTA
r~-
==:] c_
Side A Side B
D45-3
2-DS&~-r
D/F Illuminated Directional Sign #1
""'"""~ Entrance
~TOYOTA
~ Used Vehicle Entrance '1 (\ \ (\t_ \ ~TOYOTA t-\J 0 ':1\}
I -=:j
Side A Side B
D45-3
D/F Illuminated Directional Sign #2
10\U \ S~1-t ~ t D \)0 sec) : 4.0 SQ.~-\
\J\0~\\V\\)\--A ~\\o\N eo . \00 ~~tt
c..,.._,...,...o,... p.oAO
S•~l'U I? A'-~+MbLo..c: e 7 I ~oi2...'"Tl-t oF t)W'i
2 I '5~\1\,)Q
Mrl-
t-z..1...-tl
cr.-.~-e:a::a.----
®TOYOTA
04222T
TOYOTA CARLSBAD
5124 Paseo Del Norte
Carlsbad, CA
......
~,)
Q ~ =: ~
NO~T-
, •• 50"-o·
"'
"
"'
c ~ (":!
~PATTISON ~ BIQNQROUP
555 Ellesmere Ro•d
Toronto. Ont•rlo, C•n•d• MJR 4E8
Tel (4161759-1111
F•x (476/759·4965
Toll F,.e 1-800·268-6536
www.p•rrison•ign.com
July JS, 1010 D•r•
R. Fen1r1 I A. Hollyoek s.t .. Rep
R. F. Designer
.118' ~ 1'-0' Sc•l• Job No.
100797 O.•ign No. C1.1ttCH"ne1 ·Appro vii
Revl•lon Note O.to
A Divl•fon of Jun l'•m•onlndultrle• Lfd. Th• '"'""' worh d_,tC1Hl ,.,,.;, •n copyrl{lht 1rtd ,,.. tM •xdu•lve proJNf'TY of "-trl.ott S•fA Gtoup •nd •• •udt c•nttof De r•producftlln whot. or ift /Hf1 without pritH wrinen eot~••nr.
Used Car Lot
045-3 -0/F Illuminated Directional Signs -Quantity 2
103/16·I 1c :::JI 10 3/16"
2'·3 5/8" r5
4'·1"
13" 3"1 H H
p:=-. s· Used Veh1cle ~
Entrance
®TOYOTA
I
Side A
-
]6"
2'-9"
-
1'-10"
-5"
H H6" H3"
r--
[ J
~
5'-0"
0/F Illuminated directional signs (x2)
Sign cabinet painted toyota white
~UsedVe~
Entrance
®TOYOTA
...
Side B
Pedestal & base cover painted grey to match GF-838
White acrylic faces
3M vinyl graphics face applied
7725-22 opaque black I 3630.73 dark red
H.O. fluorescent illumination
New concrete base· site survey required
®TOYOTA
04222T
TOYOTA CARLSBAD
5124 Paseo Del Norte
Carlsbad, CA
,.e PATTISON ~ BIGNGROUP
555 Ellesmtre Road
Toronto, Ontario, Canada M1R 4E8
Tel {4161 759-11 11
F•x {416) 759-4965
Toll Free 1-800-268·6536
www.psrtiBonsign.com
July 15, 2010 Dare
R. Ferrari/ .... Hollyo11k St~ltts Rep
R. F. Designer
3/8'. 1'-0' Scale Job No.
10 0797 Design No. C11110mtr ltpproYII
Revision Note 0110
A Dlvl•lon of Jim PfniiOII fndutultl L.td. Th• lrfllfic worh d•plct~ h•r•in •r• copyriQht 1nd •r• tiM hcll.ww Pffl~rty of Pfltiton St~n Group 1nd •• fuef'r Cfnnol be r•prodiH:~ fn whol• or m ~r1 without prior wrltt•n con.lfnl.
Used Car Lot
045-3 • 0/F Illuminated Directional Signs ·Quantity 2
103/16"I IC :::JI 10 3/16"
2'-3 518" rs
4'-1 "
13" 3"1 H H
~ ,. Used Vehicle~
Entrance
@TOYOTA
Side A
]6"
2'-9"
-
1'-10"
H H 6" H3"
r--
-5" r I
~
5'-0"
0/F Illuminated directional signs (x2)
Sign cabinet painted toyota white
~ f-Used Veh1cle
Entrance
@TOYOTA
Side B
Pedestal & base cover painted grey to match GF-838
White acrylic faces
3M vinyl graphics face applied
7725-22 opaque black I 3630-73 dark red
H.O. fluorescent illumination
New concrete base-site survey required
~TOYOTA
04222T
TOYOTA CARLSBAD
5124 Paseo Del Norte
Carlsbad, CA
.J
I -·-·--,1
TOP VIEW
v I 4'·1" I
TV! r= r~
'
3 LINE MESSAGE OPTION
FRONT VIEW
2'·9"
i 5'-'1"
1'·10"
l 5"
Y3'T 6" ~
------=---. ..:;;;_-=._~~·
I
OPPOSITE VIEW
'10"j
SIDE VIEW
PRE.PAINTED TOYOTA WHITE
GRAY 838
,. SE~ TECHNICAL DRAWING FOR STRUCTURAL I
DETAIL
CHANGED MATERIAL C07.1UOOIII ljii41H"mc ~~"n
!A CHANGED MATERIAL ISHOPI lo\C~ 02.18.2010
l.li REVISED DRAWING AS PER ~c~ 011.03.2010
SHOP AND MOM REQUEST.
SEPARATE DIRECTIONAL
FROM FACES
'-u••omerApprov•l: u•••:---'---'--~:~y; ua••:---'---'---~ ENSEIGNES
• .. I ~· 1 1 , 1 lxx xx I ~ nA.....,..ISON
FsiTOY1(ToYoTA)/DIREcTioNAu Tov1Eeo1o13·1 xx xx r11 1 1 1, '.e" X 4'·1"/TOY1E801013 OF TOY1E801013-2 XX XX SIGN GROUP I ~ ~U Thlss!inlnlended1obeiM*InacC4rd8ewlthlhtrequnmentsof II ~ i.,:CJIII!t%""~oed•ovno conto,n Ftuoreocen~ I ,. .... ,,.,..,,.1.,,.,.,._ .. ,.,.00 . ..,.., .. .,., ............. ITI ·1tiiiOIJ?U·I5t 1~11. (UI 1 Artir.atWnfth.WJMui~JI!r.Mt...-41n~n~r~Jih•h-alrMM rB \,__' ... ,..!..._, ..... ~--'"' .. ' =~:f-~':.~':x:'~C.n.Nu:::U,t;:cT~~c:i1~Jc::,~; IHH§ti
1--------4'-1" --------1
0
I io
I -.,_
c,
I "N
0
I
0 I -"'
"
FRONT ELEVA TlON
NOT FOR CONSTRUCTION. THE DESIGN DEPICT/ED
ON THIS DRAWING IS BASED UPON THE PARAMETERS
INDICA TED JN ITEM ;/11 Of THE NOTES.
IT'S APPLICABILITY FOR A SPECIFIC SITIE SHOULD
BE EVALUA TIED BY A PROFESSIONAL ENGINEER
LICENSED IN THE SPECIFIC SITE JURISDICTION.
DIRECTIONAL MODEL D45-3 ( 11 0 MPH)
1" X 1" X 1/8"
THK. STEEL TUBE
3" X 3" X 1/8"
THK. STEEL TUBE
1 /8" THK. ALUMINUM
CLAOOING
SEE DETAIL A
1 /8" THK. ALUMINUM
BASE COVER
GRADE
(4) #3 BARS ON
A 11" PATTERN
WITH #3 STIRRUPS
ON 18" CENTERS
0.23 CU. YDS. OF
CONCRETE REQUIRED
NOTES:
"
~1'-6"¢-1
SIDE VIEW
SIGN CABINET AND CLADDING
DESIGN BY OTHERS.
ELECTRICAL BY OTHERS.
INSTAUATION ADDRESS:
TOYOTA D45-3 DIRECTIONAL
11 0 MPH DESIGN
DATE: Llnlwlng Numbr.
2 JULY 31, 2003 D45-3STD
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
NOTES:
Design is based upon 110 mph 3 sec
gust design wind speed per IBC 2000.
Exposure C.
Foundation is based upon a safe
lateral soil bearing pressure minimum
of 300 psf per foot of depth. Soil report
was not furnished. Allowable bearing
pressure should be verified prior to
placement of concrete. Do not place
foundation in fill.
Concrete shall be mixed to attain a
minimum compressive strength of 3000
psi in 28 days.
Support member shall be free from
defects and shall meet ASTM A500
grade B with a minimum yield strength
of 46000 psi for tube. Plate and angle
shall meet ASTM A36.
All fasteners shall be A325 unless
otherwise noted.
Anchor bolts shall be cut from A36
round stock. Exposed surfaces shall be
galvanized or coated to prevent corrosion.
All voids between column base plate
and foundation surface shall be
completely filled with high strength,
non-shrink grout.
Welds shall E>e made with E70xx
electrodes by persons qualified in
accordance with AWS standards within
the past two years.
Steel reinforcing bars shall conform to
ASTM 615 grade 60 with deformations in
accordance with ASTM A-305. Welding of
reinforcing bars is prohibited.
This installation was designed to be
installed in wind zones not to exceed 11 0
MPH 3 second gust. Applicability of this
design for a specific location should be
verified by a competent Professional
Engineer.
<D w"' .''fz I >:J . ....
SECTION A-A
SECTION B-B
1 /2" DIA. X 24" LONG
ANCHOR BOLTS
( 4 REQUIRED)
( 4) #3 BARS ON
A 11" PATTERN
WITH #3 STIRRUPS
ON 18" CENTERS
PARTICULAR CARE SHALL BE
TAKEN TO PROVIDE SUFFICIENT
PREHEAT OF THE THICKER
ELEMENT FOR THE SOUNDNESS
OF TI-lE WELD. OTHERWISE, USE
3/16• MIN. WELD.
------------,------3" X 3" X 1/8"
THK. STEEL TUBE
z
I I
I I
DETAIL A
1 1 /2" DIA. X 24" LONG y-ANCHOR BOLTS
__ _j
INSTAllATION ADDRESS:
( 4 REQUIRED)
8" X 8" X 3/8"
THK. BASE PLATE
HIGH STRENGTH,
NON-SHRINK GROUT
TOP OF FOUNDATION
GRADE
TOYOTA D45-3 DIRECTIONAL
11 0 MPH DESIGN
CUENT:
PAITISON SIGN GROUP
555 ELLESMERE ROAD
TORONTO, ONTARIO, CANADA
A ·-*-:• ..... -·· .,..,.,.,,.. • c-••"••• C••r-
~~)~:tff . .,~~~~-28:<cr~-~=~~
P~Mumber:
2 KC 03-0380
OAT£: OrawlngN...,._.,
2 JULY 31, 2003 D45-3STD