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Home My WebLink AboutPS 02-118; Car Country Carlsbad; Sign Permits/Programs (PS)City of Carlsbad 1635 Faraday Avenue Carlsbad, CA 92008 (760) 602-4600 PLANNING AP REC'DBY SIGNFEE 6334%) SIGN PROGRAM FEE RECEIPT NO. - DATE ah0EL REVIEW FOR SDGN PERMIT Planning Department All plans submitted for sign permitdsign 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 signfs). Provide an elevation for all proposed sign(s) which specifies the following: A. Dimensions and area for ail existing and proposed sign(s). B. Materials the sign(s) Will be constmcted of. C. Source of Illumination. D. Proposed sign copy. APPLICANT MUST SUBMIT THREE (3) SETS OF SIGNBITE PLANS, A COMPLETED APPLICATION FORM, AND THE APPLICATION FEE. The amlication must be submitted mior to 4:OO D.m. Average processing time: 2 weeks NAMEOFPROJECT: PAZ mw-w Q AR L%RD ADDRESS OF PROJECT: 5 555 Pmo DEL h]bck* ,c anCSBklb, ca, %miL ASSESSOR PARCEL NUMBER RELATED PLANNING CASE NUMBER(S): TYPE OF DEVELOPMENT: (a) Residential (e) Service Station (i) Public Park (b) Commercial (0 Prof.Care (j) ProduceStand (d) HoteVMotel (h) Govt/Church (1) P-U/OS Zone (c) Officehdustrial (g) Theater 0 Nursery SIGN PROGRAM AND/OR SPECIFIC PLAN CRITERIA Specific Plan Number VILLAGE REDEVELOPMENT AREA Yes 0 No @ Requires VR Approval ....................................... Form 10 02/02 Page 1 of3 SIGN ORDINANCE: COASTAL ZONE: EXISTING SIGNS: TYPE I 1 NUMBER I SIGN AREA I SIGNHEIGHT I TYPE MAXIMUM NUMBER NUMBER PROPOSED ALLOWED Pole Monument MAXIMUM SIGN AREA Suspended Directional Canopy PROPOSED MAXIMUM PROPOSED SIGN SIGN SIGN AREA HEIGHT HEIGHT I Freestanding (Project Identity) Pole Monument Wall Suspended / PERMITS ISSUED FOR EXISTING SIGNS: 1 PROPOSED PERMANENT SIGNS: NUMBER ALLOWED Construction PROPOSED SIGN SIGN SIGN SIGN AREA AREA HEIGHT HEIGHT 1 Directional I Freestanding (Project Identity) Yes 0 No 0 Date PROPOSED TEMPORARY SIGNS: I TYPE I MAXIMUM I NUMBER 1 MAXIMUM [ PROPOSED I MAXIMUM I PROPOSED I ForSale I I I I I I I Banner I I I I I I *******t******************************* Form 10 02/02 Page 2 of 3 c EXISTING SIGN PROGRAMS OR SPECIIFC PLAN SIGN CRITERIA TOTAL BUILDING STREET FRONTAGE / A. 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. APPLICANT I NAME (PRINT OR TYPE) 1. Field check by planner. 2. Within maximum length, area. 3. 4. Location: *.* In right-of-way 5. Style consistent with Sign Program and/or Specific Plan criteria, if applicable. In visibility triangle at corner *:* Pole and monument signs to be checked by Bob Johnson, Traffic Engineer, for visibilitypsues. 4 6. APPROVED: Planner: Date:z/zdo When approved route copy to D **tt***t*********t******t**tt*****t**** Form 10 02/02 Page 3 of3 c City of Carlsbad 1635 Faraday Avenue Carlsbad CA 92008 Applicant: RECORD, SHAWN DescriDtion PS020118 Amount 33 . 0 0 6562 09/18/02 0002 01 02 CGP 33.00 Receipt Number: ROO29753 Transaction Date: 09/18/2002 Structural Engineering Calculations for: Car Country Carlsbad Carlsbad, Ca Double pole freestanding sign with pylon cover @ 35’ OAH Young Electric Sign Company By: Aladin Hadzikadunic - Corp. Check: BJ 911 112002 8:32AM Index Title .................. 1 Specifications ................. .2 Wind Loads .................. 3 Steel Column .................. 4 Footing .................. 5 Drawing ..................( Attached - 1 of 1) Sign Engineering 3.1 (C) 1998 Young Electric Sign Company 911 112002 8:32 AM SP EClFICATIONS Project: Car Country Carlsbad Descript: Double pole freestanding sign with pylon cover @ 35’ OAH Steel ... Design and fabrication according to AISC-ASD, 9th edition. Plate, angle, channel, tee and wide flange: ASTM A36, Fy = 36 ksi. Round pipe: ASTM A53 Grade B or equivalent, Fy = 35 ksi. Square and rectangular tube: ASTM A500 Grade 6, Fy = 46 ksi. High strength bolts: ASTM A325, non-slip critical (bearing type), snug tight. Machine bolts: ASTM A307. Anchor bolts or threaded rod: ASTM A36. Ft = 19.1 ki. Steel for reinforced concrete: ASTM A615, Grade 60. Welding ... Design and fabrication according to AWS D1 .I, current edition. AWS certification required of all structural welders. E70XX electrodes for SMAW processes. F7X-EXXX electrodes for SAW processes. Concrete.. . Design and construction according to ACI 318-95. Compressive strength at 28 days, fc= 2,500 psi minimum. Concrete poured into constrained earth excavations must cure under proper conditions for 4 days prior to sign box installation. ( Exception: if the overall height of the sign is less than 20 feet and the sign pole is adequately braced against wind loads for a minimum Of 4 days, the sign box may be installed the same day as the as the footing is poured. ) For pier and caisson footings, concrete must be poured against undisturbed earth. Maintain a minimum 3” concrete cover over all steel embeded in concrete below grade. Sign Engineering 3.1 (C) 1998 Young Electric Sign Company 911 112002 8:32AM WIND LOADS Project: Car Country Carlsbad Descript: Double pole freestanding sign with pylon cover @ 35' OAH Ref: Uniform Building Code 1997 Basic Wind Speed= 70 mph, UBC figure 16-1 Exposure= C flat terrain, generally open for 1/2 mile. Cq= 1.4 signs, flagpoles and lightpoles, UBC table 16-H Calculation of Design Wind Pressures Height (ft): (qs) (Ce) (Cq) = Wind Pressure 15 20 25 30 40 60 80 1 00 120 160 200 300 400 12.5 1.06 12.5 1.13 12.5 1.19 12.5 1.23 12.5 1.31 12.5 1.43 12.5 1.53 12.5 1.61 12.5 1.67 12.5 1.79 12.5 1.87 12.5 2.05 12.5 2.19 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 18.6 19.8 20.9 21.6 23.0 25.1 26.9 28.3 29.3 31.4 32.8 36.0 38.5 c Sign Engineering 3.1 (C) 1998 Young Electric Sign Company 9/11/2002 8:32AM STEEL COLUMN DESIGN Project: Car Country Carlsbad Descript: Double pole freestanding sign with pylon cover @ 35' OAH Ref Manual of Steel Construction, AlSC 9th Edition Areas Subject to Wind Forces Descriotion 1) areas > 22'"" 2) 22'-9" c areas c 13'-5" 3) 13'-5" c areas c grade Height width (ft) (ft) Area Centroid Wind (sqft) (ft) (psf) 173.440 28.607 21.60 93.800 18.381 19.84 112.640 6.481 18.62 Calculation of Design Forces at Critical Heights y (ff) M (#') v (#) y (ff) M (#) v (#) @grade 154,979 7,705 -~ 13.42 66,148 5,608 33.42 Column Support Design Table #of Column Column Length Start End Sleeve Sact fb Cols Type Size Elev Elev Depth (P, TS) (ft) (ft) (ft) (in) (in "3) (hi) 2 P 12"(.375) 21.00 -7.58 13.42 N/A 43.80 21.2 2 P 8"(.322) 21.00 12.42 33.42 12.0 16.80 23.6 Allowable Bending Stresses Stress increase factor= 1 .OO Column Column Criteria Type Size P 12"(.375) d/t <3300/Fy so ... Fb= 0.66Fy= 23.1 ksi P 8"(.322) d/t <3300/Fy so ... Fb= 0.66Fy= 23.1 ksi Sign Engineering 3.1 (C) 1998 Young Electric Sign Company 9/11/2002 832 AM LATERAL BEARING PIER AND CAISSON FOOTINGS Project: Car Country Carlsbad Descript: Double pole freestanding sign witb pylon cover @ 35' OAH Ref: Unitom Building Code 1997 (Sec. 1806.8) #Footings= 2 MomenffFooting, M= 77,489 Ib-ft Pass lat soil res, q= 200 psf Composite Centroid, h= 20.1 1 ft Equiv Concentrated Load, P= M/h= 3,852 Ib Round Caisson Diameter, b= 4.00 ft, round augered hole Depth, D= (A/2)(1+ SQR(1 + (4.36h)/A))= 7.99 ft Actual Depth 8.0 ft SI = (q)(2)(D/3)= 1,056 psf A= (2.34 P) / (Sl)(b)= 2.13 Concrete Volume Outside Width of Column= 12.75 in Depth of Column in Footing= 7.583 ft Volume of Concrete per Footing= 3.3 cubic yards (+-) Total Order Volume of Concrete= 6.5 cubic yards (+-) Sign Engineering 3.1 (C) 1998 Young Electric Sign Company MAP 7’492 - CARLSBAD TCT NO. 72-3 - LOTS 1- 11 ._ _. Dec 11 02 02:SSp MAP 7V92 - CARLSBAD TCT NO. 72-3 - LOTS 1- 11 I j -1 I c, w I _1 I i PYLON DISPLAY Dbl FACE PYLON SIGN wlth DUAL ILLUMINATED CHANNEL LElTERS 150 SaF!. - 3/16"=1' SCALE