HomeMy WebLinkAboutPS 11-06; Toyota of Carlsbad; Sign Permits/Programs (PS)CARLSBAD
REVIEW FOR SIGN
PERMIT
P-11
PLANNING
Planning Division
1635 Faraday Avenue
(760) 602-4610
www.carlsbadca.gov
REC'D B'( ~:-'1-'"""""''"""--........._""'""'"""-L"'-L."'------
DATE~~~~----------
SIGN FE
SIGN PROGRAM FEE---------
RECEIPT NO.-----------
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 areas, 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 applicatio must be submitted prior to 4:00p.m. Average processing time: 2 weeks
NAME OF PROJECT:-TV\ .=.0....:....\ -l,C,.:..L;.ON.:......:\ ...... Sb.L..l..d<.!..><G\.L.--____ _
ADDRESS OF PROJECT: 5Lj 2-L\ \)Qs~() be\ \J'G\\f,
AssEssoR PARCEL NUMBER: ----~·J-:L_!...l..L.l _-vt.f-li,~,.Wo.,;:___-....~..\ --!>~"----------
RELATED PLANNING CASE NUMBER(S): ----------------
TYPE OF DEVELOPMENT:
t Residential
Commercial
Office/Industrial
SIGN PROGRAM AND/OR
SPECIFIC PLAN CRITERIA
(d) Hotel/Motel
(e) Service Station
(f) Prof. Care
(g) Theater
(h) Gov'UChurch
(i) Public Park
(j) Produce Stand
(k) Nursey
(I) P-U/OS Zone
YesD NoD Specific Plan Number ____ _
VILLAGE REDEVELOPMENT AREA YesD NoD Requires VR Approval
P-11 Page 1 of 4 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 SIGN SIGN SIGN
ALLOWED PROPOSED AREA SIGN AREA HEIGHT HEIGHT
Pole**
Monument**
Wall
Suspended
Directional 2-\00 rp. 1.()~ t<.\( VI S'
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 information 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 07/10
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 l I
PIL • Sight Distance Requirement
• I • • I Show building Is • • • • I • • I :
: I • • ,_ ---l Show setbacks from all curbs ---
J • • I • I J • • I • I Show all property lines I • • PIL I • • I • • I ' • •
curb line • • • • • • • ----------~--
Sight Visibility
I
Street N ame(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 of 4 Revised 07/10
PROPERTY OWNER APPLICANT
NAME (PRINT OR TYPE) NAME (PRINT OR TYPE)
MAILING ADDRESS
CITY AND STATE ZIP TELEPHONE CITY AND STATE ZIP TELEPHONE
C A q d-0\ \
I CERTIFY THAT I AM THE LEGAL OWNER
AND THAT ALL THE ABOVE INFORMATION IS
TRUE AND CORRECT TO THE BEST OF MY
KNOWLEDGE.
SIGNATURE DATE
PLANNER CHECK LIST:
1 . Field check by planner.
2. Within maximum length, area.
I CERTI THAT I AM THE REPRESENTATIVE
OF THE LEGAL OWNER AND THAT ALL THE
ABOVE INFORMATION IS TRUE AND
CORRECT TO THE BEST OF MY KNOWLEDGE.
\-\~ -\\
DATE
3. Style consistent with Sign Program and/or Specific Plan criteria, if applicable.
4. Location: •!• In right-of-way •!• In visibility triangle at corner
5. Pole and monument signs to be checked by Transportation Engineering, for visibility issues.
6. When approved route C?PY to 'ta Entry
APPROVED: Planner: ~ {2.-CW Date: l ""JJ .· / \ l
P-11 Page4 of4 Revised 07/10
LETTER OF AUTUORfZATION
Note: All items in bold to be filltd in.
Fax· · 11~o -yq 1.o -a qycz
I,
-?e-QA._\J A . K e(ch~ r
(PLEASE PtUNt NAME)
(Location Site)
Site Address Information
Tel: 'J([;O-e£>1 -350(p
4'~+~ 0 owner/agent of
property, give PATTISON SIGN GROUP Inc authorization to install signage at the above
mentioned property.
This letter shall also serve to authorize PATTISON SIGN GROUP Inc to act as our agent when
applying fur the necessary municipal approvals and permits.
o.... ~~
Owner/Agent: c/{\iv\j
Legal description of property;
.,;/ c
"!•
City ot Carlsbad
Faraday Center
Faraday Cashiering 001
1102001-2 01/20/2011 98
Thu, Jan 20, 2011 10:35 AM
Receipt Ref Nbr: R1102001-2/0017
PERMITS -PERMITS
Tran Ref Nbr: 110200102 0017 OU18
Trans/Rcpt#; R0082841
SET#: PS110006
Amount:
Item Subtotal:
Item Total:
1 @ $56.00
$56.00
$56.00
ITEM(S) TOTAL: $56.00
Check (Chk# 0000008254) $56.00
Total Received: $56.00
Have a nice day!
**************CUSTOMER COPY*************
City of Carlsbad
1635 Faraday Avenue Carlsbad CA 92008
1111111111111111111111111111111111111111111111111111111111111111
Applicant: MATTHEWS SIGNS INC
Description Amount
PS110006 56.00
5424 PASEO DEL NORTE CBAD
Receipt Number: R0082841 Transaction ID: R0082841
Transaction Date: 01/20/2011
Pay Type Method Description Amount
Payment Check 56.00
Transaction Amount: 56.00
-
\
----~· -
SlGN PERMIT NO. PS ) 1-olP
<\n"~OVF..D BY DATE
"""'"111NG.., .. --~_!:]CMJ 1-z1-tf
~J 2010 DICe N.T.S. Sc•fe Job No.
~I I ~IV To•onro, On!ldo, C ru•da M1R 4E8
IGN GROUP T• 1,..., -111 R. Ferr •l A. ~ llyo11k Sttles Rep 10 0797 Oetign No. Cuttomer Appro·;,l
F>K {418) 759-4965
Toll Frte J-800-268-6636 .R..F. Oe$lgner Ill 11-JUI, 10 o-Revision Nore Ott•
A Divillon of Jim P•ttiro" lndu•rrl .. Lid. ,;.~ Tl'la artllllc wort. dapic ,.,, •r• coprrlgftt •nd ara th• aJtcluaiv. pro~ of Patti Min Sign Group •nd •• 1udl cannot N raproducad In whol• or In part wit hour ptlor wr•rt•n con••nt.
~ Sales Parkin'
Side A Side B
D45-3
D/F Non-illuminated Directional Sign #1
(Ability to be Illuminated)
Side A Side B
D45-3
D/F Non-illuminated Directional Sign #2
(Ability to be Illuminated)
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~TOYOTA
04222
TOYOTA CARLSBAD
5424 Paseo Del Norte
-~1
Carlsbad, CA
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..e PATTISON ~ SIQNQROUP
555 Elfesmere Road
Toronto, Ontario, Canade MIR 4EB
T•l (416) 759-1111
Fax (416) 759-4965
Toll Fru 1·800·268·6536
www.p8ttisonsign.com
July 15, 2010 D8te
R. Ferrara! A.. Hoffyoelt Sales Rep
R. F. Designer
3/8"• 1'-0" Scslfl Job No.
10 0797 Design No. Cuttomtr Appro vii
Ill II·JVL. 10 << Revision Note 0111
A OM1Ion of Jim Pewton lttdu11rle1 ltd. The .trfjflfc wort. depict~ herein ere copyriphlend en the ••clu•fv. prop.rty of P.tlf(H)n Slt;l" Group end •• •uctl c.tnnor bf reproduc.d rn whole or In pen wfrl'touf prior wrfnen contenr.
New Car Lot
045-3 -D/F Non-illuminated Directional Sign #1
103/16"I lc :JI 10 3/16"
2'-3 5/8" r" 4'·1'
13' 3"1
H H
~
Sales Parking 7 ]6'
2'-9"
H H6" H3"
61:
®TOYOTA 5'-0"
Side A
1'-10'
s·
9
D/F non-illuminated directional sign
(Ability to be Illuminated)
Sign cabinet painted toyota white
4'-1"
13" 3'1 H H
~
~ Sales Parking
®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
New concrete base-site survey required
4"
~TOYOTA
04222
TOYOTA CARLSBAD
5424 Paseo Del Norte
Carlsbad, CA
~PATTISON ~ BIGN GROUP
566 Ellesmere Road
Toronro. Onr•rlo, Ctmad• M 1 R 4E8
Tol (4161759-1111
Fox (4161 759-4965
Toll Fr .. 1·800·268-6536
www.p•tti.cmJign.com
July 15, 2010 Dati
R. Fe"'''' A. Hollyod S•lu Rap
R.F O.tlgn•r
318'% 1'·0' Scale Job No.
10 0797 Detign No. Cuttomer ~ 'NJval
,. ....... -·-" R~l•lon Note o. ..
A OMition of Jim l'•mNM lndu$UJ•• Ltd Th• .n •• r .. worh tNpKred ,..,..,. .,. cop.,.,., •rtd .,.. tiN ••CN•Ive pnJ,.ry or htll.o<t S.frt Group •nfl .. ~ unnot N r•~ In ..w.o~e «In pan '"'"'""PI"" .nn:.,. COt'IINftr
New Car Lot
045-3 -0 /F Non-illuminated Directional Sign #2
103/16"I IC :Ji 10 3/16"
f-s
2'-3 5/8"l
4'-1'
13" 3"1
H H6" H 3'
4'-1'
13· 4.65" I
H H H H ---;::::=-~
I' Exit Only f-]6' 2'-9' 61: 7 ExitOnly
®TOYOTA 5'-o' ®TOYOTA
Side A
-
1'-10'
- 5" [ '1
~
D/F non-Illuminated directional sign
(Ability to be Illuminated)
Sign cabinet painted toyota white
Side B
Pedestal & base cover painted grey to match GF-838
White acrylic faces
3M vinyl graphics face applied
7725-22 opaque black I 363Q-73 dark red
New concrete base-site survey required
·-~
4 5/8
~TOYOTA
04222
TOYOTA CARLSBAD
5424 Paseo Del Norte
Carlsbad, CA
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TOP VIEW
4'·1"
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3 LINE MESSAGE OPTION
FRONT VIEW
5'..()"
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OPPOSITE VIEW
10"1
SIDE VIEW
Date:__/___]__ By: Date: __J__J__ ~ ENSEIGNES ~ ;lASTlC ~ACES TOY1E801013·1 1: : 1 ~ PArriSON
F'• ,.,.., fiUllCDtJouo.our 1 ALUM TOY1E801013-2XX XX SIGN GROUP
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1.·•' '·'<' 1 200[1 Certified En
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1-1'-5"¢~1
FRONT ELEVATION
NOT FOR CONSTIRUCTION. THE DESIGN DEPICTED
ON THIS DRAWING IS BASED UPON THE PARAMETERS
INDICATED IN ITEM #1 OF THE NOTES.
IT'S APPLICABILITY FOR A SPECIFIC SITE SHOULD
BE EVALUATED BY A PROFESSIONAL ENGINEER LICENSED IN THE SPECIFIC SITE JURISDICTION.
DIRECTIONAL MODEL D45-3 ( 11 0 MPH)
3" X 3" X 1/8"
THK. STEEL TUBE
1 /8" THK. ALUMINUM
CLADDING
SEE DETAIL A
(4) #3 BARS ON
A 11" PATTERN
WITH #3 STIRRUPS
ON 18" CENTERS
0 23 CU YDS OF
CONCRETE REQUIRED
NOTES:
4
1---1'-5"¢~1
SIDE VIEW
SIGN CABINET AND CLADDING
DESIGN BY OTHERS.
ELECTRICAL BY OTHERS.
INSTALLATION ADDRESS:
TOYOTA D45-3 DIRECTIONAL
11 0 MPH DESIGN
CUENT;
PATTISON SIGN GROUP
555 ELLESMERE ROAD
TORONTO, ONTARIO, CANADA
KC 03-0380
Onl.-lng Numbw:
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 oe 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 bors is prohibited.
This installation was designed to be
installed in wind zones not to exceed 110
MPH 3 second gust. Applicability of this
design for a spec"1fic location should be
verified by a competent Professional
Engineer.
·r.o wa::: ·"$z .l >~
SECTION A-A
SECTION 8-8
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 THE WELD. OTHER~SE, USE
3/16• MIN. WELD.
------------,------3" X 3" X 1/8"
THK. STEEL TUBE
t L ___ _
1
I
I I
DETAIL A
INSTAUA.TION ADDRESS:
1 /2" DIA. X 24" LONG
ANCHOR BOLTS
( 4 REQUIRED)
8" X 8" X 3/8"
THK. BASE PLATE
HIGH STRENGTH,
NON-SHRINK GROUT
TOP OF FOUNDATION
GRADE
TOYOTA D45-3 DIRECTIONAL
110 MPH DESIGN
CUENT:
PATTISON SIGN GROUP
555 ELLESMERE ROAD
TORONTO, ONTARIO, CANADA
A iii~= ~ ~ •••'•""••• c....m.,c.,.,.
lN~~~~'tf •Hi?~.iles)539~28tKo~!;_~=~~~
Prot-ctMU!nbv.
2 KC 03-0380
Drawing Number:
2 JULY 31, 2003 D45-3STD