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HomeMy WebLinkAboutPS 05-154; Homewood Suites by Hilton; Sign Permits/Programs (PS)City of Carlsbad 1635 Faraday Avenue Carlsbad, CA 92008 (760) 602-4610 PLANNING A 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: n~O/^^ Wttof st*f%* ADDRESS OF PROJECT: ASSESSOR PARCEL NUMBER: RELATED PLANNING CASE NUMBER(S): TYPE OF DEVELOPMENT: (a) Residential (b) Commercial (c) Office/Industrial (tj) Hotel/Motel SIGN PROGRAM AND/OR SPECIFIC PLAN CRITERIA Yes D VILLAGE REDEVELOPMENT AREA YesQ SIGN ORDINANCE: Yesgf COASTAL ZONE: YesD Form 10 Revised 12/04 (e) (f) (g) (h) Service Station Prof. Care Theater Govt/Church (i) Public Park (j) Produce Stand (k) Nursery (1) P-U/OSZone 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 / <? NUMBER PROPOSED / / MAXIMUM SIGN AREA :?#/ -?z-r !r * PROPOSED SIGN AREA 2V Jff WP * MAXIMUM SIGN HEIGHT *' 2y" PROPOSED SIGN HEIGHT S' js"*»*y¥ 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 • 1 / Show all property lines ] JP/L . • i • \ • S curb Une •* """- -"3^- Siglit Visibility 1 i Siglit Distance Re quit em 1 1 1 how setbacks from all cu l 1 1 1 Street Nanve(s) 1 i ent orbs © 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.) i REMAINING SIGN ALLOWANCE AFTER PROPOSED SIGN m 4^- ft. . sq. ft. . sq. ft. . sq. ft. . sq. ft. . sq. ft. OWNER NAME (PRINT OR TYPE) MAILING ADDRESS CITY AND STATE ZIP TELEPHONE //<LWf (fictic'h /^/v f^f&fl ^yf-^fd-f0*0 "l CERTIFY THAT I /M 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 SAs*/* w/fa . <^n i £/Q f *"? I CERTIFY THAT I AM THE REPRESENT/ LEGAL OWNER AND THAT ALL THE ABO TION IS TRUE AND CORRECT TO THE KNOWLEDGE. SIGNATURE TELEPHONE mVE OF THE VE INFORMA- BEST OF MY /?-/?-* 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 •** 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 City of Carlsbad 1635 Faraday Avenue Carlsbad CA 92008 Applicant: PS SERVICES INC Description PS050154 Amount 45.00 Receipt Number: R0054407 Transaction Date: 12/12/2005 Transaction ID: R0054407 Pay Type Method Payment Cash Description Amount 45.00 Transaction Amount: 45.00 12/9/2005 11:12 AM 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 Height (ft): 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 (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 #of 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 11:12 AM LATERAL BEARING PIER AND CAISSON FOOTINGS Project: HAMPTON INN/ HOMEWOOD SUITES Descript: 6' x 4' D/F Monument Sign Ret Uniform Building Code 1994 (Sec.J806.7) Round Pier Design Top of Concrete Elevation Total Load # Average Arm (feet)# of Piers Moment per Pier (#') Load per Pier(#) Basic Lateral Soil Stress (Psf) 0 739 3.00 1 2,216 739 150 Depth Used (feet) 4.00 Diameter, b= 18.00 Minimum Depth, D= (A/2)(1 + SQR(1 + (4.36h)/A))= 3.94 S1=(q)(4/3)(2)(D/3)= 535 A=(2.34P)/(S1)(b)= 2.15 in, round augered hole ft OK,< depth used psf 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: 2,500 Max Tensile Stress (psi): 46 Min Steel for temp, shrinkage: 0.3563 psi <0.3Fc, No steel reinforcement required for bending sq in Concrete Volume Volume of Concrete per Footing= Total Order Volume of Concrete= 0.26 cubic yards (+-) or 0.26 cubic yards (+-) or 7.07 7.07 cubic feet (+-) cubic feet (+-) Sheet 5 of 5 lff-6' JMH114 MODULES MAX HOMEWOOD SUITES ,r*j|^l POWER SUPPLY IS SELF-CONT. ON CAPSULE ONLY! OTHER POWER SUPPLIES ARE REMOTE 25" LOSO, 15" CHANNEL LTRS, and 13" CAPSULE SELCORE POWER WHITE LE.D. (3) PER FOOT. TOTAL FT. : S3'-3" (334) MODULES TOTAL AMPS r 5.4 AMPS, 0) 120V., 20A CIR. DRAWN 6-9-04 REVISED 6-22-04 OA STRETCH =11-3 «" (1) 120* 20a CIRCUIT(S) REOD INSTALL PRIH*RT(IES) PER N.E.C. LED DIASRAM w r-o" U'L LASELS REauiRED MFR. (x) SETS AS SHOWN •!niBm (PER SET) MATERIAL LIST S 85' NEEDED 1 SECLPS-5 POWER SUPPLY SELCORE POWER WHITE LED (3 PER FT.) END CAPS and SPLICE CONNECTORS TOSSLE SWITCH Hilton Corporate Office: 7S5 Crossover Lane Memphis, Tennessee, 38117 .040" THK. ALUM. RETURN. 1" JEWELITE RETAINER: .150" THK. LEXAN, VIVAK HT, OR SOLAREX K FACES, SEE PREVIOUS SHEET FOR COLOR TREATMENT. .050" THK. ALUM. CAD CUT BACKS SELCORE POWER WHITE - L.E.D. (3 PER FOOT) PAINT LETTER INTERIOR with STARBRITE L.E.P. WEEP HOLES IN LOW POINTS OF LETTERS. (2) MIN. HOMEWOOD SUITES GECLPS-5 OR SECLPS-6 POWER SUPPLY ON BACK OF WALL. (PUT IN TRANSF. BOX IF EXPOSED TO ELEMENTS). SECONDARY WIRINS BETWEEN LETTERS LOGO and LETTER SECTION 2" r T-0" (REMOTE POWER SUPPLY) U.L. LABELS REQUIRED INSTALL IN ACCORDANCE WITH NEC .063' THK. ALUM. WELDED RETURN .080' THK. ALUM. R.O.S.T. FACE WELDED TO RETURNS. .030' THK. ALUM. CAD CUT BACK with .063" THK. ALUM. WELDED FLANSE. FLANSE IS 1 Vf WIDE. .125' THK, S732S WHITE PLEX BEHIND R.O.S.T. COPY ON FACE. SELCORE POWER 5UPPLY- SELCORE POWER WHITE LE.D. (3 PER FOOT.) SLASS TUBE SUPPORTS NOTCH RETURN TO SLIP OVER TOSSLE SWITCH DISCONNECT. WEEP HOLES IN LOW POINTS OF LOSO. (2) MIN. CAPSULE SECTION -PRIMARY THRU FLEXIBLE METAL CONDUIT. (SELF-CONTAINED POWER SUPPLY) U.L. LABELS REQUIRED INSTALL IN ACCORDANCE WITH NEC DRAWN: 4-14-04 revised 9/30/04 KM REVISED 6-23-05 MATERIAL LIST X xxxxxxxxxx Corporate Office: 755 Crossover Lane Memphis, Tennessee, 38117 Hilton 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 r> WWW. ^| _J 1 3201 Manor Way 214-902-2000 750 E. Hwy. 24 - Bldg. 2, Stt. 200 719-487-2507 L HQ || Cl 1 6 1 Da"M>1X 7S2JS f" z|4-"»-Z044 Woodland Park. CO 80863 Fax 719-687-2506 «W • 12106 Valllant Drive 210-349-3804 1335 Park Center Drive - Ste. 200 760-967-7003 ^|C|||S San Antonio, IX 78216 Fax 210-3494724 Vista, CA 92081 Fax 760-967-7033 , ^7 . P.O. Box 43123 501-489-3660 Thh drawing b the pnvotyofCtui.dlef Signs, LRuid»nrijho ChandlerSienS.com LoulsvUlc. ICY 40253 Fax 502-254-3843 to to infer reproduction aremerndlvaujKll<rSlEm.LB R1:11/18/05:JC: REVISED SIGN®Client Sales Art Engineering Landlord Design # C55935R1 Sheet 2 of 3 Sales/Coordinator R. HANSON / R. KIRSCH Designer J.CASTILLO Date 11/04/05 Client HOMEWOOD SUITES Street YARROW DRIVE & .PALOMAR AIRPORT ROAD FINAL ELECTRICAL CONNECTION BY CUSTOMER City/State CARLSBAD, CA A .LlO M A R A I R p O R asm R O HOMEV&OOD SUITES' 2'-0" SETBACK FROM PROPERTY LINE. SITE PLAN SCALE: 1/64" = 1-0" REVISION / DATE j APPROVAL / DATE r> WWW. I **M _J | 3101 Manor Way 214-902-2000 750 E. Hwy. 24 - Bldg. 2. Ste. 200 7I9-687-2S07 ^nQnCllGI' Dallai,TX 75235 Fax 214-902-2044 Woodland Park. CO 80863 Fax 719-687-1504 £• 12106 Valliant Drive 210-349-3804 1335 Park Center Drive - Ste. 200 760-947-7003 3|C||^S San Antonio, IX 78216 Fax 210-349-8724 Vista, CA 92081 Fax 760-967-7033 . ^l - RO.Boi 43123 502-489-3660 Tkbdnwingb the property of Chandler Signs, LR ami ill rijht. ChanalerSICnS.com Louisville. ICY 40253 Fax S02-254-3843 tobinbrn«>rnliicoi>iiin>n!«rndlwaiaii<llerSlin.LR R1:11/18/05:JC: REVISED SIGN®Client Sales Art Engineering Landlord Design* C55935R1 Sheet 3 of 3 Sales/Coordinator R. HANSON / R. KIRSCH Designer J.CASTILLO Date 11/04/05 Client HOMEWOOD SUITES Street YARROW DRIVE & PALOMAR AIRPORT ROAD FINAL ELECTRICAL CONNECTION BY CUSTOMER City/State CARLSBAD, CA 11'-11 3/8" 4'-10 3/8" HOM E WOODSUITES Hilton SIGN SPECIFICATIONS: LIGHT-COLORED BUILDING: • .040" THK. ALUMINUM RETURNS PAINTED TO MATCH VT-7201 TEAL GREEN VINYL. • .050" THK. ALUMINUM CAD CUT LETTER BACKS. • LETTER INTERIORS PAINTED STARBRIGHT LIGHT ENHANCING PAINT. • .150" THK. CLEAR LEXAN FACES w/ 1st SURFACE #VDN12661 3M TEAL DUAL FILM & #3635-70 WHITE DIFFUSER FILM APPLIED TO 2nd SURFACE (TEAL BY DAY/WHITE BY NIGHT). • 1" GOLD JEWELITE RETAINERS. • GELCORE POWER WHITE L.E.D. ILLUMINATION. • REMOTE POWER SUPPLIES. • LETTERS TO BE FLUSH MOUNTED TO BUILDING WALL. CAPSULE: • .063" THK. ALUMINUM RETURNS PAINTED TO MATCH VT-7201 TEAL GREEN VINYL. • .080" THK. ALUMINUM FACE PAINTED TO MATCH VT-7201 TEAL GREEN VINYL. • COPY TO BE ROUTED & BACKED-UP w/ .125" THK. #7328 WHITE PLEX. • GELCORE POWER WHITE L.E.D. ILLUMINATION. • SELF-CONTAINED POWER SUPPLIES. • LOGO TO BE FLUSH MOUNTED TO BUILDING WALL. 5'-8 1/8"END VIEW CHANNEL LETTER LAYOUT (REMOTE) SCALE: 3/8" = 1'-0" NORTH ELEVATION SCALE: 1/16"=1'-0" REVISION / DATE 3201 Manor Way Dallas.TX 75235Chandlerf • 12104 Valliant Drive^ i d ft s san Ant°nio-w mi* „ P.O. Box 43123www.chandlersigns.com u>ui»nie,Kr 40253 214-902-2000 750 E. rhvy. 24 - Bldg. 2, Ste. 200 719-687-2507 Fax 214-902-2044 Woodland Park. CO 80863 Fax 719-487-2506 210-349-3804 1335 Park Center Drive - Ste. 200 760-967-7003 Fax 210-349-4724 Vista, C* 92081 Fax 760-967-7033 502-489-3660 Thb drawing h the property of Ctundter Sigra, LR and all rights Fax 502-254-3843 to to use for reproduction an renrad by Chandler Signs. LP. R1:11/18/05:JC: REVISED SIGN(j^ APPROVAL / DATE Client Sales Estimating Art Engineering Landlord Design* C55935R1 Sheet 1 of 3 Sales/Coordinator R. HANSON / R. KIRSCH Designer J. CASTILLO Date 11 /04/05 Client HOMEWOOD SUITES Street YARROW DRIVE & PALOMAR AIRPORT ROAD FINAL ELECTRICAL CONNECTION BY CUSTOMER City/State CARLSBAD, CA