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HomeMy WebLinkAboutPS 99-61; Carlsbad Volvo; Sign Permits/Programs (PS)City of Carlsbad 2075 Las Palmas Drive Carlsbad, CA 92009 (760) 438-1 161 PLANNING APPLICA REC'D BY V' DATE 6-2-3-99 SIGN FEE 30 40 SIGN PROGRAM FEE RECEIPT NO. REVIEW FOR SIGN PERMIT Planning Department 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. 3. 4. 5. Location of existing buildings or structures, parking areas, and vehicular access points to the property. Location of all existing and proposed signs for the property. Distance to the property line(s) for all proposed freestanding sign(s). 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. Proposed sign copy. APPLICANT MUST SUBMIT THREE (3) SETS OF SIGNISITE PLANS, A COMPLETED APPLICATION FORM, AND THE APPLICATION FEE. The application must be submitted prior to 4:OO p.m. Average processing time: 2 weeks NAME OF PROJECT: CARL5gr9b vu 0 ADDRESSOFPROJECT: 6830 Adeflida EncifihS ASSESSOR PARCEL NUMBER: 2 1 "( - 4533- 15- RELATED PLANNING CASE NUMBER(S): SIGN TYPE: @Commercial (b) Industrial (c) Residential 4, 9 7 (d) Real Estate (e) Freeway (f) Marquee (g) Community identity (h) Service Stn. Prices (i) Campaign SIGN PROGRAM AND/OR SPECIFIC PLAN CRITERIA Yeso No Specific Plan Number VILLAGE REDEVELOPMENT AREA Yes 0 No Requires VR Approval SIGN ORDINANCE: COASTAL ZONE: Yesm No 0 Yes@ NO 0 Coastal Permit Yes NO^ ....................................... Form 10 09/97 Page 1 of2 - Number Size (In Square Feet) PERMI FOR EXISTING SIGNS: Yes No Date TOTAL BUILDING STREET FRONTAGE 131 S ft. TOTAL SIGNAGE ALLOWANCE 77 sq. ft. EXISTING SIGNAGE (SQ. FT.) sq. ft. REMAINING SIGN ALLOWANCE AT PRESENT sq. ft. PROPOSED SIGNAGE (SQ. FT.) c2x sq. ft. sq. ft. REMAINING SIGN ALLOWANCE AFTER PROPOSED SIGN APPLICANT I OWNER ll NAME (PRINT OR TYPE) MAILING ADDRESS MAILING ADDRESS a-I 3 I H cw ~53n 4~ CITY AND STATE ZIP I CERTIFY THAT I AM THE LEGAL OWNER AND THAT ALL THE ABOVE INFORMATION IS TRUE AND I CERTIFY THAT I AM THE REPRESENTATIVE OF THE LEGAL OWNER AND THAT ALL THE ABOVE INFORMA- I CORRECT TO THE BEST OF MY KNOWLEDGE W TION IS TRUE AND CORRECT TO THE BEST OF MY I KNOWLEDGE 6/33 194 SIGNATURE DATE SIGNA& DATE PLANNER CHECK LIST: 1. Field check by planner. 2. Within maximum length, area. 3. 4. Location: *:* In right-of-way Style consistent with Sign Program andor Specific Plan criteria, if applicable. In visibility triangle at comer On roof *:* *:* 5. 6. Pole and monument signs to be checked by Bob Johnson, Traffic Engineer, for visibility issues. When approved route copy to Data Entry APPROVED: Planner: Date: 6-2?*. I ....................................... Form 10 09/97 Page 2 of2 - City of Carlsbad 1200 Carlsbad Village Drive Carlsbad CA 92008 Applicant: TERRY DILGARD DescriDtion PS990061 Receipt Number: ROO04322 Transaction Date: 06/23/1999 Transaction Amount: 30.00 t VOLVO v) Drawing Art ADH 10 98 V03054TP I FA~I mvn 1 FACF R' Y ?N I I -5 ,"I"" ." I _"L Y ,. "V IC006030.177WH 62447 IC1 IGP FACE PANEL (VOLVO LOGO) mite EPSTI 298 PAINT Sffl ST1298 MLVO BLUE Win, Blue ~nels EPST1299 PAINT Sffl ST1 299 VOLVO GREY WIH) Grev EPSTI 300 PAINT ShV ST1300 MLVO SILVER hlw Silver I - ~ , - 2 + I I I I I I I I I I I I I I I I I I I r. r' L. TOP VIEW SCALE: 0'-i I/r-v-f '7- + Text tine One + ?ea tins Two f Text tine mree ' 4 Multiple tines d Directional ~apJ GRAY PbINl f 10 GI REMESH CONCRETE MRE CRom SPACE 3-1 /r xlrrs~* CONCRETE SUB .07 CU YD \ \.- a" REMWE LIFT W. SIUCONE no= L REPLACE BOLT AFTER SmNC SIGN FRONT El FVATION SCALE: 0-1 1/2'-l'-f r- ir MA PIER 3' OEEP .-, .1 cu w 1/T CONWll ELEC ACCESS A-325 ANCHOR BOlT DETAll SOLE 0'-1 l/Y-l'-U SIGN SPECIFICATIONS: MEA ... 17.20 SO FI ACTUU SIZE ... Cll" x 3'b LPPROXIMATE WEIGHT ... 250 LE OESICNED WINOLOAD ... M PSF *UPS ___ 0.90 TOTAL AMPS ClRCUlTs ... (1) 20 VOLTS I.. 120 GQLQm ALUM. FACE ... PwlT S/W ST1291 WLM NUE 1 EPST1298 I I M772541.20 1 SUB COPY ... WNK 7725-20 48. OPMUE WHITE I EPST1299 I FACE RETAINER L MSE COMR ,., PUNT S/W 571299 WLW GRAY I EPSTI~OO J SIDE FILLER ___ PANT S/W 511300 MCM SlLMR GFNERAI NO TES: 2. ALL REINFORCING am SWLL WM A MINIMUM nEw STRENOH OF 1. UL CONCRETE TO OMLOP 3wo PSI CMtPRESSlM STRENGTH AT 21TH DAY. ew.wo PY. REINFORCING WRS WL EE PUCEO IN ACCORDCNCE wm THE UTEST MRSlON OF M ACI 311 CODE. 3. UL PIPE SW MEET THE STRUCTWUL REQUIREMENTS OF SW A-53 GRADE B 4. ALL STEEL TUBE SWlL BE STM A-500 CRAM 8. 5. ALL OTHER STEEL STRWWruL MIPES *NO PLATE SHUL BE *5N A-36. 6. THIS IS MY A SVCCESTEO TlPW FWNMTION AER FOR APPROX. 3.W PSF WL BEARING WWNS. PLEASE CHECK LOOL CODES FOR APPRWEO FOUNDATIONS. SOIL BEIRING AH0 FROST LINE INFORMAWN. FlNU DESIGN SHOULD EE WPRWEO Br LOOL ENGINEER. RELEASED FOR MANUFACTURE 03-1 1-96 mal~~#l I I Mll REVISIONS I I -1 I @--c-R-Y MTr, I I I 4 5x4 SMALL DIRECTIONAL IN*