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Home My WebLink AboutPS 12-19; Wesleloh Kia Carlsbad; Sign Permits/Programs (PS)«~ ~ CITY OF CARLSBAD REVIEW FOR SIGN PERMIT P-11 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.gov PLANNINGA\PPqCATIONDSia -!, ~~!f··~: 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 application must be submitted prior to 4:00 o.m. Average processing time: 2 weeks NAME OF PROJECT: \[\\0S\e\Dh \Lia_CfA Vl6trd. · ADDREss oF PROJEcT: 530\ Otx:i:oUe\ N()lt-e ASSESSOR PARCEL NUMBER:~~~:....;~;.._ .. --'Q'--(D--'0_-~f't)-=----------- RELATED PLANNING CASE NUMBER(S): --------------- TYPE OF DEVELOPMENT: (a) Residential (d) (b) Commercial (e) (c) Office/Industrial (f) SIGN PROGRAM AND/OR SPECIFIC PLAN CRITERIA Hotel/Motel Service Station Prof. Care (g) Theater (h) Gov't/Church (i) Public Park U) Produce Stand (k) Nursey (I) P-U/OS Zone YesO Nolll Specific Plan Number ----- VILLAGE REDEVELOPMENT AREA Yes0 No[21 Requires VR Approval P-11 Page 1 of4 Revised 07/10 SIGN ORDINANCE: COASTAL ZONE: YesD EXISTING SIGNS: TYPE Pole Monument Wall Suspended Directional Canopy Freestanding (Project Identity) NoD NoD NUMBER 2.., SIGN AREA 77/t SIGN HEIGHT IZ!i\ .~ s ')I II PERMITS ISSUED FOR EXISTING SIGNS: YesD NoD Date -------- PROPOSED PERMANENT SIGNS: MAXIMUM NUMBER TYPE NUMBER ALLOWED PROPOSED Pole** I ' Monument** Wall Suspended Directional Canopy Freestanding** (Project Identity) PROPOSED TEMPORARY SIGNS: TYPE Construction** For Sale** MAXIMUM NUMBER ALLOWED MAXIMUM PROPOSED SIGN AREA SIGN AREA ~40 (o:(.y MAXIMUM SIGN HEIGHT ?:£)( PROPOSED SIGN HEIGHT/ d5' PROPOSED SIGN HEIGHT * rior 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. Show building Is Show all property lines P!L curb line P!L ~ • • '----.l I : I • I • I : I / I • : ' . ' . • • • • .. • • Sight Distance Requirement I I • I I • I I • • : I Show setbacks from all curbs ----- Sight Visibility 21.41.080 Sign design standards Street N ame(s) I I (i) North 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 ~ a() sq. ft. TOTAL SIGNAGE ALLOWANCE 2Y 0 sq. ft. EXISTING SIGNAGE (SQ .. FT.) /7. tj sq. ft. REMAINING SIGN ALLOWANCE AT PRESENT ·ffll!!! I ~z .(o sq. ft. PROPOSED SIGNAGE (SQ. FT.) (p 2. · L} sq. ft. REMAINING SIGN ALLOWANCE AFTER PROPOSED SIGN i OQ . 2. , sq. ft . • P-11 Page 3 of4 Revised 07/10 ' . PROPERTY OWNER APPLICANT NAME (PRINT OR TYPE) NAME (PRINT OR TYPE} e\oh CITY AND STATE ZIP TELEPHONE ~~~~~~wd~~~~~-·~-7~w~~~~oo~f~~~~~~~~--~~i; I CERTIFY THAT I AM THE REPRESENTATIVE &,. ;HJ., I DATE PLANNER CHECK LIST: 1. Field check by planner. 2. Within maximum length, area. OF THE LE(3AL OWNER AND THAT ALL THE ABOVE INFORMATION IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE. 0/t/{)4( DATE 3. Style consistent with Sign Program and/or Specific Plan criteria,lf applicable. 4.. Location: <• In right-of-way + ln vlsibllity triangle at comer 5. Pole and monument signs to be checked by Transportation Engineering, for visibility issues. 6. When approved route copy to Data Entry APPROVED: Planner: ~fS: Date: '-1/Pt.(tz. P-11 Page4ol4 .RMITS -PER~1I1S .ran Ref Nbr: 120620102 0023 0027 Trans/Rc:pt#: R0088627 SET #: PS120019 Amount:. Item Subtota 1: Item Tot a 1: 2 ITEM(S) TOTAL: Check (Chk# 013436) Total f?eceived: Have a nice day! 1 @ $57.00 $57.00 $57.00 $114.00 $114.00 $114.00 **************CUSTOMER COPY************* j j j j j j j j j j j j j j j j j j j j j j j j j j j j City of Carlsbad 1635 Faraday Avenue Carlsbad CA 92008 11111111111111111111111111111~! 111111111111111111111111111111111 Applicant: DELGATTO TIFFANY Description Amount PS120019 57.00 5331 PASEO DEL NORTE CBAD Receipt Number: R0088627 Transaction ID: R0088627 Transaction Date: 03/02/2012 Pay Type Method Description Amount Payment Check 57.00 Transaction Amount: 57.00 1 . :'.-., .. ~ .· :z: i I GOO /ZOO'd LVV# •• zv :so ZlOZ IZO/SO .. •• • • . ~ . ., '• ~ -. £L09 9£L 09L •' c <C m (/)Q ~~ <CO OCr! u.& 0~ > t--0 ToWL ex\<Oti (\C\ 5\qY\~ = 71. q ----t --------- I I L-----~ I= ------,.. F9 I"'" ,_ bd """' f FRONT ELEVATION ~PATTISON CuotomorApproval: SIGN GROUP INC. 410 N.CEDAA BLUFF RD. • SUITE 101 • KNOXVILLE TN 37923 • Ttl {115) 1!13-11115 • Fu {181) 114-1101 • Toll Fnt (IM)211·1171 ... ,.TniOM I I \ait3 _.. - II j, ---... ?\" ~ I \ """" """ \ I "'"" ld -.... ---:;? ["":::: /f'i !::!:: \ /~ I J --~ 'I (Ktl)) ll ....................... -------------I-..--....,.. ~ ~ ·--- Scale: 1/16"= 1' KPS25 Pylon Sign Head: Fabricated aluminum housing. White high impact plastic faces, formed and embossed with 2nd surface graphics. Silver trim caps & returns Pylon: Steel pole construction with Formed aluminum cladding painted silver. Fluorescent illumination. i - 11 25'-Q' Bldg jj 9 ~I Sign Head: 62.4 Sq. Ft. Scale: 1/8"=1 '-0" l[!"()f"!] i§-iij 0 I Ln c.o IX) "'---['. lD I ' IX) "'---L[) ()") I ~i.n :j 1------1 0'-1 5/8" ------1 A I I I A 4"x4"x3/16" STEEL TUBE 0 I 0 GRADE CONDUIT ; •. B -<~~Ill·.·:-.; ' .' (8) #7 BARS ON ~ . ;, __ , ~-~-A 27" PATTERN .... ,-::· WITH (4) #4 STIRRUPS · . 4 ;. _4 ON 6" CENTERS FOR ··:L . •. ; TOP 18" AND 15" '· ·~ .·. CENTERS THEREAFTER. ·· . .,· ., .. -· ... _- •. ~ I. • . ·•· . ~-.· .. ~. .. ] .· ··-· ........ _J 3'-0" DIA. L DO NOT WELD REBAR. 3" MIN CONC. COVER. 2.62 CU. YDS. OF CONCRETE REQ'D 1 . 2. 3. 4. 5. 6. 7. NOTES: Design is based on 85 mph 3 second gust design wind speed per CBC 2010. Exposure C. Spread foundation analysis is based on a safe vertical soil bearing pressure min- imum of 1500 psf. Caisson foundation is based on a safe lateral soil bearing pressure of 100 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 o minimum compressive strength of 2500 psi in 28 days. Support member shall be free from defects and shall meet ASTM ASOO grade B with a minimum yield strength of 46000 psi for tube. Plate and angle shall meet ASTM A36. Structural bolts shall be zinc coated 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 N I 8"x8"x3/8" STEEL TUBE OPT ONAL CAISSON FOUNDATION STIRRUP HOOK, TYP. and foundation surface shall be completely filled with high strength, non-shrink grout. '<!" "'---n ()") I ~ -L[) :j I '<!" "'---n ()") I L[) '<!" j 1--------+-+------+---5'-6" CLADDING 1 1 /2" DIA. x 48" LONG ANCHOR BOLT I t II t I 1 ' -3" REBAR SCHEDULE SPREAD FOUNDATION PLACEMENT LONG BOTTOM STEEL LONG TOP STEEL BOTTOM CROSS STEEL TOP CROSS STEEL f----5' -0"---1 7.04 CU. YDS. f-------9' -6"------1 ELEVATION OF CONC. REQ'D. SIDE VIEW l . -------------- S1ZE ifS if4 ;~4 i/4 j Wet: >::J Of- DO NOT WEL~ REBAR 3" MIN. COVER SPACING QUANTITY 13" 5 13" 5 17" 7 17" 7 :;· 8. 9. 10. SECTION B-B Welds shall be mode with E70xx electrodes by persons qualified in accordance with AWS standards within the past two years. _ Steel reinforcing bars shall conform to ASTM A615 grade 60 with deformations in accordance with ASTM A-305. Welding of reinforcing bars is prohibited. This design is intended to be installed at the address shown below and should not be used at other locations unless deemed suitable by a competent Professional Engineer. ALL SJEEL BELOW GRADE (INCLUDING EXPOSED ANCHOR BOLTS) SHALL BE COATED WITH CARBOLINE BITUMASTIC 50 COAL TAR OR EQUAL AFTER INSTALLATION AND PRIOR TO LANDSCAPING. .&r -~J/~ /;::::, ?\'.~ ,: E~~ I h <:~0 ,. ~ ~~-:.--. /(~• ~' • f, / > \ ' /c• • ~ 1/ \'\. •• ,·-<J• j' ,,•('-vLl,(·,~ ·, ,, '-' i ,..,_ ~·· d/ "<> '\\ (\'~C. 0 43520 ~'\ \) ~\ • \ .. XP. ,,.,<\fF/tf~ ~~~~-,:.; ll w ~ ···-~'' '-~· ll ., ~-· • ji ')>. r: " / ]'( ll (->;_:1~ , .... l '1/1; \... .._,;·/ jl 'tji:;: ~~/ '""'::'II ~' {., Qr ... r.A· n-~--f?.~-Pt;u .,~ r • ' l . .,-v· .L7 ~~~~?~ OF WESELOH KIA OF CARLSBAD 5331 PASEO DEL NORTE CARLSBAD, CA 92008 ~ PAis!G!~9o!)!INC. 410 N. CEDAR BLUFF RD. • SUITE 101· • KNOXVILLE, TN 37923 • Tel (865) 693-1105 • Fax (865) 693·1106 • Toll Free (866) 218·1976 ~ LINK Engineering, L.L.C. 9051 Executive Park Dr., Ste. 200 • Knoxville, TN 37923 Phone: (865) 539-4001 • Fax: (865) 539-0851 Online: www.linkengr.com HMA' 3 DATE: GlS/18/11 ~~-~ ~-,., c::;;_~ C<>~.~ ~) r I 1· . . \ ~ ~.. z(· 1 0 ~{('--== w 0:: I I ' 1'-N >=:J 01-- 3/4" THK STEEL GUSSET N "-... II SECTION A-A 0 BASE PLATE DETAIL 1/2"--+-~ L[) 13"x10"x3/4" STEEL PLATE 3/4" DIA. HOLE FOR 5/8" DIA. A325 BOLT 's ..• , (TYP. 19"x19"x1 1/2" STEEL PLATE DIA. PARTICULAR CARE SHALL BE TAKEN TO PROVIDE SUFFICIENT PREHEAT OF THE THICKER ELEMENT FOR THE SOUNDNESS OF THE WELD. OTHERWISE, USE 1/4" MIN. WELD. PLATE TO TUBE ~ ~ ,. ~" 17 (GUSSET TO PLATE 0 I GUSSET TO TUBE 5"x5"x3/ 4" STEEL GUSSET '<!" 1 1/2" HEAVY HEX NUT 1 1 /2"DIA.x48" LONG ANCHOF( BOLT 1 1 /2" HEAVY HEX NUT, ANCHOR BOLT DETAIL TACK WELD t 5" ~ t 5/8" CHAMFER GUSSET DETAIL ----------......._ 8"x8"x3/8" STEEL TUBE 5"x5"x3/4" \ STEEL GUSSET __)._---1 1 /2" DIA. x 48" LONG / I I IE "liH \ ANCHOR BOLT '-• '-.. LILJ <I '"--<I <I 4 19"x19"x1 1/2" STEEL PLATE HIGH STRENGTH, NON-SHRINK GROUT ----- ANCHOR BOLT PROJECTION DETAIL NOTE: ~II d~gns ond pltr'IS indica!~ on this dro•l\g ore l~t! sol!: properly of INSTALLATION ADDRESS: LINK Engneetmg.. LLC., creoted spec•fJCclly lor the noted pro~!. Use of lh!Se ~tj~: !~~:/~h:"!iit~O:~~~o:h~thE":~~~ at.e~.0~~~;~~b~r WESELOH KIA OF CARLSBAD ~?~n~~~~u~'O:o:!r~:~~~~!~i~e·;::~~onsel\t of owner. is o ~otoo 5331 PAS EO DEL NORTE "f'~C"'j~~ ·· ... /---~~,(~ f~ hA:~;·.v,.,~~\ q fJ f ~· . ·<::;:>>fu~~~\\ j;LU j fl1T?<' '·7'\ \ "' ~-·· i n.J u· \ •-: 1 • '\~\ -rn'l \. ·' ,EXP. D~AT'J.fr._£_.,' ;:n !I' 'li<'\ ,f:!::l~~":Jf, '\l'' 0';. .,, " / ·+( l! \ ~···)" .... ~~·IV'' ,/ , // '· ,.",·!':': _-:..~· ~ ~ ~,.·· ()'• r· ~ · · , .. r;Q::.":' ,j ~~--~ t.A-\L\\·v~,_~ .. _......,..:::-,_~~::~,.~~ .s" ;, 2. Itt CARLSBAD, CA 92008 CLIENT: SHT. OF ~ PAllG!~Po!)!INC. 410 N. CEDAR BLUFF RD. • SUITE 101 • KNOXVILLE, TN 37923 • Tel (865) 693-1105 • Fax (865) 693-1106 • Toll Free (866) 218-1976 . LINK Engineering, L.L.C. ~ 9051 Executive Park Dr., Ste. 200 • Knoxville, TN 37923 2 3 Phone: (865) 539-4001 • Fax: (865) 539-0851 Online: www .linkengr .com BY: HMA Project Number: 11-0419 DATE: 05/18/11 Drawing Number: B258078 ....... ..,_,. ,"" ,, NOTE: All desigtiS ond ploos ind'~oled on !his dtowi1g ore the sole properly of LINK Engineering. LL.C., cteoled ~ificolly lor the not~ project. Use of these designs or pions lOt any purpose other lhon !he intended application shalf be prohibited without !hi! wtillen consent of LINK £n9ineering, LLC. Disclosure of ony of the i'ofOtmotion enclosed within, without consent of owner, is o violation of inl@!!lectuol prope1ty ond shall not be tolerated. s)fi!ct INSTALLATION ADDRESS: WESELOH KIA OF CARLSBAD 5331 PASEO DEL NORTE CARLSBAD, CA 92008 CLIENT: ~ PAilG!~!?!)!INC. SHT. OF 410 N. CEDAR BLUFF RD. • SUITE 101 • KNOXVILLE, TN 37923 • Tel (B65) 693-1105 • Fax (865) 693-1106 • Toll Free (866) 218-1976 LINK Engineering, L.L.C. ~ . 9051 Executive Park Dr., Ste. 200 • Knoxville, TN 37923 Phone: (865) 539-4001 • Fax: (865) 539-0851 Online: www.linkengr.com BY: HMA Project Number: 11-0419 3 05/18/11 Drawing Number: 8258078 DATE: 3 --c ~ ~ '!"=