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Home My WebLink AboutPS 05-153; Hampton Inn; Sign Permits/Programs (PS)City of Carlsbad 1635 Faraday Avenue Carlsbad, CA 92008 (760) 602-4610 PLANNING REC'D BY DATE SIGN FEE 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. 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 p.m. Average processing time: 2 weeks NAME OF PROJECT: /-/*i*yr/i>4 ADDRESS OF PROJECT: ^ ASSESSOR PARCEL NUMBER: RELATED PLANNING CASE NUMBER(S): TYPE OF DEVELOPMENT: (a) Residential (b) Commercial (c) Office/Industrial Ca^Hotel/Motel (e) (f) (g) (h) Service Station Prof. Care Theater Govt/Church (i) Public Park (j) Produce Stand (k) Nursery (1) P-U/OSZone SIGN PROGRAM AND/OR SPECIFIC PLAN CRITERIA Yes VILLAGE REDEVELOPMENT AREA YesQ SIGN ORDINANCE: YesQ COASTAL ZONE: YesQ Form 10 Revised 12/04 No No No No Specific Plan Number Requires VR Approval Page 1 of 4 EXISTING SIGNS: TYPE Pole Monument Wall Suspended Directional Canopy Freestanding (Project Identity) NUMBER SIGN AREA SIGN HEIGHT PERMITS ISSUED FOR EXISTING SIGNS: Yes PROPOSED PERMANENT SIGNS: No Date TYPE Pole** Monument** Wall Suspended Directional Canopy Freestanding** (Project Identity) MAXIMUM NUMBER ALLOWED / 2 NUMBER PROPOSED / ^ MAXIMUM SIGN AREA -30 4=> ^1.54.-i PROPOSED SIGN AREA t1& • --££>'* MAXIMUM SIGN HEIGHT <$' •zy" PROPOSED SIGN HEIGHT f W" PROPOSED TEMPORARY SIGNS: TYPE Construction** For Sale** Banner MAXIMUM NUMBER ALLOWED NUMBER PROPOSED MAXIMUM SIGN AREA PROPOSED SIGN AREA MAXIMUM SIGN HEIGHT PROPOSED SIGN HEIGHT **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. Form 10 Revised 12/04 Page 2 of 4 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 Traffic Engineering Department, which will not allow signs to be approved over the counter. Additional time will be required for on-site inspection. Show building /s P/L \~J.• ! /i • Show all prop erty lines ] •P/L : S. i • 1 / / *•• S curb line •" • Sight Visibility 1 i Sight Distance Requirem 1 1 1 how setbacks from all cu l 1 -J Street Name(s) 1 i ent crbs 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. Form 10 Revised 12/04 Page 3 of 4 EXISTING SIGN PROGRAMS OR SPECIFIC PLAN SIGN CRITERIA TOTAL BUILDING STREET FRONTAGE TOTAL SIGNAGE ALLOWANCE EXISTING SIGNAGE (SQ. FT.) REMAINING SIGN ALLOWANCE AT PRESENT PROPOSED SIGNAGE (SQ. FT.) REMAINING SIGN ALLOWANCE AFTER PROPOSED SIGN ft. ttt. . sq. ft. . sq. ft. . sq. ft. sq. ft. . sq. ft. OWNER NAME (PRINT OR TYPE) MAILING ADDRESS CITY AND STATE ZIP TELEPHONE /^i^fr/y-/^*^, <Z/\ I2&6o fYf-ff/Q-V"* \ CERTIFY THAT /AM THE LEGAL OWNER AND THAT ALL THE ABOVE INFORMATION IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE. SIGNATURE DATE APPLICANT NAME (PRINT OR TYPE) MAILING ADDRESS CITY AND STATE ZIP TELEPHONE I CERTIFY THAT7! AM THE REPRESENTATIVE OF THE LEGAL OWNER AND THAT ALL THE ABOVE INFORMA- TION 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. 3. Style consistent with Sign Program and/or Specific Plan criteria, if applicable. 4. Location: •> In right-of-way *S« In visibility triangle at corner 5. Pole and monument signs to be checked by Traffic Engineering, for visibility issues. 6. When approved route copy to Data Entry APPROVED: Planner:Date: Form 10 Revised 12/04 Page 4 of 4 SIGN SPECIFICATIONS: LIGHT-COLORED BUILDING: • .040" THK. ALUMINUM RETURNS PAINTED TO MATCH #313 DARK BRONZE. • .050" THK. ALUMINUM CAD CUT LETTER BACKS. • LETTER INTERIORS PAINTED STARBRIGHT LIGHT ENHANCING PAINT. • .187" #2283 RED LEXAN FACES. • 1" THK. DARK BRONZE JEWELITE. • RED GELCORE TETRA L.E.D. ILLUMINATION. • REMOTE POWER SUPPLIES. • LETTERS TO BE MOUNTED FLUSH TO BUILDING WALL. NOTE: SPACING BETWEEN LETTER SETS HAS BEEN INCREASED. END VIEW CHANNEL LETTER LAYOUT (REMOTE) SCALE: 1/2" = 1'-0" ;fiyjK£^7.-^ait06^&»5Mf!Hfl¥ftB5!>i»K»fe '&ti^mr£n'A*Mx&w3c& ti>?m&ti3£S!*> Hrltfe.jgdiS WEST ELEVATION SCALE: 3/32" = 1'-0" Chandler Signs 3201 Manor Way Dallas.TX 75235 12106 Valliant Drive San Antonio, TX 78216 . . P.O. Box 43123www.chandlersigns.com uuisviiie, nr 40251 REVISION / DATE 214-902-2000 750 E. Hwy. 24 - Bldg. 2, Ste. 200 719-487-1507 Fax 214-902-2044 Woodland Park. CO 80863 Fax 719-687-2506 210-349-3804 1335 Park Center Drive - Ste. 200 760-967-7003 Fan 210-349-8724 Vista, CA 92081 Fax 760-967-7033 502-489-3660 Ttib drawing b the property of Chjndter Signs, UR and alrighti Fax 502-254-3843 to to use for reproduction »™ re«r™) by Chandler Signs. LR R1:10/26/05:JC: REVISED LAYOUT R2:10/28/05:JC: REVISED LAYOUT R3:11/04/05:JC: REVISED LAYOUT R4:11/18/05:JC: REVISED SIGN4 APPROVAL / DATE Sales Estimating Art Engineering landlord Design* C55874R4 Sheet 1 of 4 Sales/Coordinator R. HANSON / R. KIRSCH Designer J. CASTILLO Date 10/07/05 (Jfamptotu Client HAMPTON INN Street YARROW DRIVE & PALOMAR AIRPORT ROAD FINAL ELECTRICAL CONNECTION BY CUSTOMER City/State CARLSBAD, CA END VIEW CHANNEL LETTER LAYOUT (REMOTE) SCALE: 1/2" = 1'-0" SIGN SPECIFICATIONS: LIGHT-COLORED BUILDING: • 040" THK ALUMINUM RETURNS PAINTED TO MATCH #313 DARK BRONZE. • .050" THK. ALUMINUM CAD CUT LETTER RACKS• LETTER INTERIORS PAINTED STARBRIGHT LIGHT ENHANCING PAINT. • 187" #2283 RED LEXAN FACES..'TTHK DARK BRONZE JEWELITE.• RED GELCORE TETRAL.E.D. ILLUMINATION. • REMOTE POWER SUPPLIES. • LETTERS TO BE MOUNTED FLUSH TO BUILDING WALL. SPACING BETWEEN LETTER SETS HAS BEEN INCREASED. NORTH ELEVATION SCALE: 3/32" = 1-0" ••••^^ •• r> WWW. ••••MChandler Signs chandlersigns.com i^^am 3201 Manor Way Dallas.lX 75235 12106 Valliant Drive San Antonio. TX78II6 RO. Box 43123 Louisville, Kf 40253 ••••1214-902-2000 Fax 214-902-2044 210-349-3804 Fax 210-349-8724 502-489-3660 Fax 502-254-3843 -^^— •" •••^-••i^fc^^^™ 750 E. Hwy. 24 - Bldg. I, Stt. 200 ™-**™S°7Woodland Park. CO 808*3 Fax 719-687-2506 1335 Park Center Drive -St.. 200 ™°-»*"°,03 Virta.CA 92081 Fax 760-967-7033 ^te^to^Uictloo « «er«l by Chimjer Slgm. LR ^ R1"IO/26/05:JC: REVISED LAYOUT R2'10/28/05:JC: REVISED LAYOUT R3"I1/04/05:JC: REVISED LAYOUT R4-11/18/05:JC: REVISED SIGN0 Client <ile> fsOnaOne •rt Engineerinf; 1 anfllonl Design # u^^^^fm C55874R4 m^^^—^^^ Sheet 2 of 4 Sales/Coordinator R. HANSON / K. IMKSUM Desiener J. CASTILLO Date 10/07/05 Client YARROW DRIVE & Street PALOMAR AIRPORT ROAD FINAL ELECTRICAL | HAMPTON INN «SSSS City/State CARLSBAD, CA 040" THK ALUM PETUPN 1" JEWELITE RETAINER \ V .1ST THK. LEXAN, VIVAK HT, OR SOLAREX K FACES. SEE PREVIOUS SHEET FOR COLOR TREATMENT. CUT BACKS GELCORE TETRA RED L.E.D. (5 PER FOOT) PAINT LETTER INTERIOR wift STARBRITE L.E.R 1 t ! , J\ jj p Mkn WEEP HOLES IN LOW POINTS OF LETTERS. (2) MIN. LISHT SHIELD REQUIRED AT EA. HOLE. .375' C ] — AS RE CONS! mnpanig) 2"x2" LETTE! ^i IA HARDWARE aUIRED PER WALL "RUCTION. SALV. N BACK OF ?. ALL-THREAD CONDUIT PASS-THRU WALL. j*-— SPLICE CONNECTOR GECLPS-3 POWER SUPPLY BEHIND WALL. (MUST BE SHIELDED FROM 1 THE ELEMENTS.) 0 Q - — J-BOX with PRIMARY O ELECTRICAL (BY OTHERS) 040" THK ALUM RETURN \ OR SOLAREX K FACES. SEE PREVIOUS SHEET FOR COLOR TREATMENT. CUTBACKS OELCORE TETRA RED LE.D. (5 PER FOOT) PAINT LETTER INTERIOR with STARBRITE LE.P. i T , A. 1 WEEP HOLES IN LOW POINTS OF LETTERS. (2) MIN. LISHT SHIELD REQUIRED AT EA. HOLE. .375" DIA. HARDWARE -AS REQUIRED PER WALL CONSTRUCTION. SPLICE CONNECTOR SECLPS-3 POWER SUPPLY BEHIND WALL (MUST BE SHIELDED FROM THE ELEMENTS.) - J-BOX with PRIMARY ELECTRICAL (BY OTHERS) Revised 9/30/04 KM uc i i cis sc^ i iwrN-Kcriw i c ru wcis surru 2" = f-0" 3S" LETTERS and ABOVE ue i i CK scu i luiVKsn v i c ru WEIS »urru 2' = r-o- 30" ond 24" LETTERS MATERIAL LIST X xxxxxxxxxx Hilton Corporate Office: 755 Crossover Lane Memphis, Tennessee, 38117 3fl'-3" 24" CHANNEL LTRS SELCORE TETRA RED-RED L.E.D. (5 PER FOOT) TOTAL FT.: 3S'-3 TOTAL AMPS = 0.9 AMPS, (1)120V.,20ACIR. OA STRETCH = 13'-T (STRAIGHT LINE) OA. STRETCH : S'-113/4" (STACKED) L.E.D. DIAGRAM MFR.(x) SET AS SHOWN INSTALL PRIMARYOES) PER N.E.C. U.L. LABELS REQUIREDINSTALL SIGNAGE PER N.E.C. U.L. 21S1 COMPLIANT SELCORE TETRA RED-RED LE.D. (5) PER FOOT. " = T-O' TETRA™ L.E.D. ILLUMINATION (PER SET) MATERIAL LIST 40' 1 1 • SELCORE TETRA RED L.E.D. (5 PER FOOT) (SECLPS-3 POWER SUPPLY TRANSF. BOX. END CAPS and SPLICE CONNECTORS DRAWN 6-9-04 REVISED 4-4-05 JCH REVISED 6-4-05 JCH Hilton Corporate Office: 755 Crossover Lane Memphis, Tennessee, 38117 AS NEEDED SIGN SPECIFICATIONS: D/F INTERNALLY-ILLUMINATED .063" ALUMINUM MONUMENT SIGN. "HOMEWOOD SUITES" CABINET FILLER & RETAINER SIDE PAINTED PMS 425 GREY. RETAINER FACE PAINTED TO MATCH #3630-6949 TEAL GREEN VINYL. (INSIDE OF CABINET TO BE PAINTED STARBRIGHT LIGHT ENHANCING PAINT). .150" WHITE LEXAN FACES TO HAVE VT-7201 TEAL GREEN VINYL BACKGROUND w/ WEEDED GRAPHICS TO BE SHOW-THRU WHITE. "DUCK" & RULE TO HAVE #3630-131 METALLIC GOLD VINYL APPLIED TO 1st SURFACE. "HAMPTON INN" CABINET FILLER & RETAINER PAINTED PMS 425 GREY. .150" WHITE LEXAN FACES w/ 1st SURFACE APPLIED VINYL: BACKGROUND - VT1937 BLUE OUTER BORDER - VT1936 RED INNER BORDER - VT1935 GREY CARTOUCHE - VT1935 GREY COPY - SHOW-THRU WHITE FABRICATED .063" ALUMINUM BASE & REVEAL TO BE PAINTED TO MATCH PMS 425 GRAY. SIGN INTERNALLY-ILLUMINATED w/ 800mA H.O. FLUORESCENT LAMPS. STEEL POLE SUPPORTS / FOUNDATION TO BE DETERMINED BY ENGINEERING. END VIEW D/F MONUMENT SIGN SCALE: 1"= 1'-0" REVISION / DATE APPROVAL / DATE £ WWW. Chandler Signs chandlersigns.com 3201 Manor Way Dallas.TX 75235 12106 Valliant Drive San Antonio, IX 78216 RO. Box 43123 Louisville, Iff 40253 2I4-902-2OOO Fax 2I4-902-2O44 210-349-3804 Fax 2IO-349-8724 502-489-3660 Fax 502-254-3843 750 E. Hwv. 24 - Bldg. 2. Ste. 200 719-687-2507 Woodland Park. CO 80863 Fax 719-687-2506 1335 Park Center Drive - Ste. 200 760-967-7003 Vista. CA 92081 Fax 760-967-7033 Tib drnirg bite property of Oumller Signs, Utind in rights to to IB* for reproduction am fwerwdbf Chandler SgiB.L.P. R1:10/26/05:JC: REVISED LAYOUT R2:10/28/05:JC: REVISED LAYOUT R3:11/04/05:JC: REVISED LAYOUT R4:11/18/05:JC: REVISED SIGN Client Sales Estimating Art Engineering Landlord Design # C55874R4 Sheet 3 of 4 Sales/Coordinator R. HANSON / R. KIRSCH Designer J.CASTILLO Date 10/07/05 Client HAMPTON INN Street YARROW DRIVE & PALOMAR AIRPORT ROAD FINAL ELECTRICAL CONNECTION BY CUSTOMER City/State CARLSBAD, CA 12/9/2005 11:12AM Structural Engineering Calculations for: HAMPTON INN/HOMEWOOD SUITES Carlsbad, CA 6' x 4' D/F Monument Sign Index Title 1 Specifications 2 Wind Loads 3 Supports 4 Footing 5 Prepared by: Tom Holden, Technical Director Chandler Signs, LP 1335 Park Center Drive, Suite B Vista, CA 92081 Sheet 1 of 5 12/9/2005 11:12AM SPECIFICATIONS Project: HAMPTON INN/HOMEWOOD SUITES Descript: 6' x 4' D/F Monument Sign Steel... Design and fabrication according to AISC-ASD, 9th edition. Plate, angle, channel, tee and wide flange: ASTM A36. Round pipe: ASTM A53 Grade B or equivalent. Square and rectangular tube: ASTM A500 Grade B. High strength bolts: ASTM A325, bearing type connections (snug tight). Machine bolts: ASTM A307. Anchor bolts or threaded rod: ASTM A36. Steel for reinforced concrete: Grade 60. Welding... Design and fabrication according to AWS D1.1. AWS certification required for all structural welders. E70XX electrodes for SMAW processes. F7X-EXXX electrodes for SAW processes. Concrete... Design and construction according to ACI 318-89, revised 1992. 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 box may be installed the same day 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 embedded steel. Sheet 2 of 5 12/9/2005 11:12AM WIND & SEISMIC LOADS Project: HAMPTON INN/HOMEWOOD SUITES Descript: 6' x 4' D/F Monument Sign Ref: Uniform Building Code 1994 Basic Wind Speed= 90 Exposure= c Cq= 1.4 mph, UBC figure 16-1 flat terrain, generally open for 1/2 mile. 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 80 100 120 160 200 300 400 20.7 20.7 20.7 20.7 20.7 20.7 20.7 20.7 20.7 20.7 20.7 20.7 20.7 1.06 1.13 1.19 1.23 1.31 1.43 1.53 1.61 1.67 1.79 1.87 2.05 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 30.8 32.8 34.5 35.7 38.0 41.5 44.4 46.7 48.5 52.0 54.3 59.5 63.6 psf psf psf psf psf psf psf psf psf psf psf psf psf Seismic Load Comparison Seismic Zone= 1 Z= 0.1 l= 1.0 Cp= 2.0 Wp= 15.0 Fp= (Z)(l)(Cp)(Wp)= 2.3 UBC figure 16-2 standard structures UBC table 16-P, signs psf, typical sign box with structure psf Sheet 3 of 5 12/9/2005 11:12AM COLUMN LOADS & DESIGN Project: HAMPTON INN/HOMEWOOD SUITES Descript: 6' x 4' D/F Monument Sign Ref: Manual of Steel Construction, AISC 9th Edition Areas Subject to Wind Forces Section 1 2 3 4 5 6 7 8 Description Sign Box #1 Height Width Centroid Feet Feet (Feet) 643 Area (sqft) 24.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Wind Pressure, psf 30.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Load # 739 0 0 0 0 0 0 0 Total Load 739 Calculation of Design Forces at Critical Heights y(ft)o.oo M(#')V(#) 2,216 739 Calculation of Bending Stress in Supports y(ft) 0 #0f Supports 1 Support Type Steel Pipe Tube Width or Diameter 3.5 Tube Depth (N/A for pipe, rod) Wall Thickness 0.216 Allowable Fb (ksi) 30.70 Sx Used 1.7241 Sx Required 0.8660 Actual Stress (ksi) 15.42 Check OK Column Type Column Size Allowable Bending Stresses Criteria Stress increase factor= 1.33 Steel Pipe 3.50 d/t <3300/Fy so... Fb= 0.66Fy= 30.7 ksi Sheet 4 of 5 12/9/2005 11:12AM LATERAL BEARING PIER AND CAISSON FOOTINGS Project: HAMPTON INN/HOMEWOOD SUITES Descript: 6'x 4'D/F Monument Sign Ref: Uniform Building Code 1994 (Sec. 1806.7) Round Pier Design Top of Basic Lateral Concrete Total Load Average Arm Moment per Load per Soil Stress Depth Used Elevation # (feet) # of Piers Pier(#') Pier(#) (psf) (feet) 0 739 3.00 1 Diameter, b= Minimum Depth, D= (A/2)(1+ SQR(1 + (4.36h)/A))= S1=(q)(4/3)(2)(D/3)= A=(2.34P)/(S1)(b)= 2,216 739 150 4.00 18.00 in, round augered hole 3.94 ft OK,< depth used 535 psf 2.15 Foundation Bearing Check Allowable Bearing Pressure= 1,300 psf, 1994 UBC table 18-1-A, at grade Approximate Sign Wt per pier= Base Wt= Projected Base Area= q max= 123 1,060 1.8 670 OK Ib Ib sqft psf.soil Reinforcement Check Concrete compressive strength: Max Tensile Stress (psi): Min Steel for temp, shrinkage: 2,500 psi 46 <0.3Fc, No steel reinforcement required for bending 0.3563 sq in Volume of Concrete per Footing= Total Order Volume of Concrete= Concrete Volume 0.26 cubic yards (+-) or 0.26 cubic yards (+-) or 7.07 7.07 cubic feet (+-) cubic feet (+-) Sheet 5 of 5 R A L O M A AIR f» O JR 181'-3" SETBACK TO CENTERLINE OF DRIVEWAY 2'-0" SETBACK FROM PROPERTY LINE. SITE PLAN SCALE: 1/64" = 1'-0" Chandler Signs 3201 Manor Way 214-902-2000 750 E. Hwv. 14 - Bldg. 2, Ste. 200 719-687-2507 Dallai,IX 7S2JS Fax 2I4-9O2-2044 Woodland Park, CO S08« Fax 7I9-4S7-2506 12106 Valliant Drive 210-349-3804 I33S Park Center Drive - Ste. 200 760-967-7003 San Antonio. TX 78216 Fax 210-349-8724 Vista. CA 92081 Fax 760-967-7033 . .. . P.O. Box 43123 502-489-3660 Thij drawing b the property rf dundler Sigra, LR and »B rights WWW.CnanaierSlgnS.COin Louisville, Kr 402S3 Fax 502-254-3843 tpbiatfarrepr<KluctionarartKn«ItyChai«»erSte».LP. REVISION / DATE R1:10/26/05:JC: REVISED LAYOUT R2:10/28/05:JC: REVISED LAYOUT R3:11/04/05:JC: REVISED LAYOUT R4:11/18/05:JC: REVISED SIGNS APPROVAL / DATE Estimating Art Engineering Design^ C55874R4 Sheet 4 of 4 Sales/Coordinator R. HANSON / R. KIRSCH Designer J. CASTILLO Date 10/07/05 Client HAMPTON INN Street YARROW DRIVE & PALOMAR AIRPORT ROAD FINAL ELECTRICAL CONNECTION BY CUSTOMER City/State CARLSBAD, CA