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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) "' . ..., () 0 . "' .. ~ ... .· 9' .~-~ .. of! .. , ..s-~ ~ q ,y ~ ~ ~-; rt ~ ~,44 ~ :f't\J'< ~@J Q) / -~ 8 ~I - Ta1Cl\ 6~t"\ \)\G\0Std :40~t~:-~:~ I ., I ·t i S\'-1~ A-C.l-~<:pi.A:"tOL< V\OJ._\ \A\J~ CA\\CJ\J\1(0: \OC) SQf-\-~ ?..1 ~U\IND Sli)~.J~\t.. 1--z.. ' tJ o~ .. :rr\ o P Pw i 4il ,,. ~~fwu~~ u ~.. . " \ I•· \ l ·--~ ...... i I '; I I ' "'~ I I I I I i· ! I . I I I·, ! I \ • ' I \f\1?--"\" \\ , .... -v ~TOYOTA 04222 TOYOTA CARLSBAD 5424 Paseo Del Norte -~1 Carlsbad, CA =-·1 1~ -!-f-.: -...... ) i: ;.. ~ .. ,,. "' -~ -q, ·a• i ..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 I-= . j TOP VIEW 4'·1" ":] ---l IV~' r-... 1 r = -J .. 5" 3 LINE MESSAGE OPTION FRONT VIEW 5'..()" Y3'T 6" R ~~I -~-~ -:..__--~_.,: 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 I .-~ n.'-•"""I,.,..~M~o...r-t.a...ta....,. .. -.~-...toMt.u...-... u-.w~<A I I ........ P.n;,onSogn&OUpmiiQMconta~nF~uoresoent. I I rr•AOtttiOTMATTMfet•WT••'*TNtft.YIIIfii'OIIIt«ITO.,.TAU.TMICOirfCQTI , • .._. 1.·•' '·'<' 1 200[1 Certified En LUI AI 1'1111 IMtiQIIQ NT'niON:!'l OACM#'I Tl.e ... ICAL ~~ ~ TMI IOUIYAllllfT. WMIMANLUITI..OI.U .UMD. tHICUI-.TAGalll fOCMeCK.n.l CONCIIIITI IAII CAlli I~T ll'tl AI lufft.aD If ........... P'ATT1101rf IG'f GIIOUP INI ...... MTTIION_,.OIIIOWII'¥1UNOf4CCUfAtt'f'UAKJTY I -.. 0 I ·..,. 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