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HomeMy WebLinkAboutPS 06-29; Loker Business Park; Sign Permits/Programs (PS)City of Carlsbad 1635 Faraday Avenue Carlsbad, CA 92008 (760) 602-4610 PLANNING APPLICATION # RECi'D BY DATE I SIGN FEE _ SIGN PROGRAM FE RECEIPT NO. REVIEW FOR SIGN PERMIT Planning Department ,- Vs ' '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: ADDRESS OF PROJECT: ASSESSOR PARCEL NUMBER: RELATED PLANNING CASE NUMBER(S): TYPE OF DEVELOPMENT: (a) Residential <|(b|>. Commercial (c) Office/Industrial (d) Hotel/Motel SIGN PROGRAM AND/OR SPECIFIC PLAN CRITERIA Yes D VILLAGE REDEVELOPMENT AREA YesQ SIGN ORDINANCE: YesQ (e) (f) (g) (h) Service Station Prof. Care Theater Govt/Church (i) Public Park (j) Produce Stand (k) Nursery (1) P-U/OSZone COASTAL ZONE: «•««««««« Form 10 Revised 12/04 YesQ No No No NO Specific Plan Number _ Requires VR Approval « • • « « Page 1 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.) ft. REMAINING SIGN ALLOWANCE AFTER PROPOSED SIGN _. . sq. ft. . sq. ft. . sq. ft. . sq- ft . s ft- OWNER APPLICANT NAME (PRINT OR TYPE)NAME (PRINT OR TYPE) MAILING ADDRESS MAILING ADDRESS .S Dr CITY AMD STATE ZIP TELEPHONE CITY AND STATE ZIP ^Corona r THAT I AM THE UGAL OWNER AMD THAT AU. THE ABOVE iSFCRM-^TlON IS TRUE ANO CQfJlECT TO THE 3EST OF MV KNOWLEDGE. IT j AM ii CfiRTJFY THAT J AM THE REPRESENTATIVE OF THE LEGAL OWNER AND THAT AU. THE ABOVE 1NFOWWA- TK3N IS TRVE .AND CORRECT TO THE BEST OF MY ^KNOWLEDGE PLANNER CHECK LIST: 1. Field check by planner. Within maximum length, a Style consistent with Sign Program and/or Specific Plan criteria, if applicable. Location: •> In right-of-way •> In visibility triangle ai corner Pole *nd monument sigus to be checked by Traffic Engmeering, for viability issues. When approved route £§gY\to Data EnBgt^v6. APPROVED: Planner __±±:Date: Form 10 12/04 Page 4 of 4 SvK STRUCTURAL TECHNOLOGY CONSULTANTS INC. 651 ARROYO DRIVE, SAN DIEGO, CA 92103 (619)296-2096 FAX(619) 296-2196 PROJECT: LOKER BUSINESS PARK, 2110 LOKER AVE WEST SUITE 100, CARLSBAD, CA PROJ. NO.: II4I-I28A DESIGNER: SCS CLIENT: ARCHITECTURAL DESIGN < SIGN SHEET: Al OF DATE: 12-19-05 Al CODE: 1997 UBC/2001 CBC WIND: Basic Wind = 70 Exposure «= C Wind governs qs = 12.6 Cq= 1.4 Design Wind Pressures (psf): 0'-15' 18.70 AREA FORCE ARM MOMENT 27.5 514 2.75 1414 I0--0- n28 514 1414 FOOTING SOIL PRESSURE = 150 x 2 x 1.33 = 399 PSF/FT (UBC TABLE 18-1-A VALUE x 2, PER FOOTNOTE 3 & 1612.3.2) P= 514 LBS H= 2.75 FEET B= 1.50 FEET S1 = S x D / 3 = 449.61 A = 2.34xP/(S1XB) = 1.78 D = .5xA(1 +(1 +4.36XH/A)A.5) = 3.38 FEET FORMULA PER UBC SECTION 1806.8.2.1 vfii c(\ t0- TYP. , ELEVATION 1 '-6 " DIAM x 3 '-6 " DEEP DEC 20 2005 COLUMN PIPE STEEL - ASTM A53 GRADE B S= 1414 X12/(1. 33X22000)=0.6 @ 0.0 FT 2.5 "PIPE w=5.8 0.203 TYP. GENERAL NOTES FOR POLES AND FOOTINGS: 2. 3. 4. TYP. TYPICAL SADDLE 'DETAIL CONCRETE fc = 2500 PSI. SPECIAL INSPECTION NOT REQUIRED. PIPE STEEL ASTM A5>3 GRADE B. SIGN CABINETRY SHALL BE FABRICATED IN THE SHOP OF AN APPROVED FABRICATOR. SOIL PASSIVE PRESSURE BASED ON I3S1 UBC TABLE 18- 1- A CLASS 4 OR BETTER. SPECIAL INSPECTION NOT REQUIRED. CIF SOFT OR SANDY SOIL, COLLAPSING OR UNSTABLE SOIL, ORGANIC MATERIALS OR GROUNDWATER ARE ENCOUNTERED, IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL FOUNDATION REQUIREMENTS.; CALCULATION OF SIGN AREAS BASED ON AREA TRIBUTARY TO 1 OF 2 POLES. PROVIDE SLOPE AWAY FROM BASE OF POLE. STRUCTURAL TECHNOLOGY CONSULTANTS INC. 651 ARROYO DRIVE, SAN DIEGO, CA 82103 (619.) 296-2096 FAX(6I9.) 286-2196 PROJECT: LOKER BUSINESS PARK, 2110 LOKER AVE WEST SUITE 100, CARLSBAD, CA PROJ. NO.: II4I-I28B DESIGNER: SCS CLIENT: ARCHITECTURAL DESIGN 4 SIGN SHEET: Bl OF Bl DATE: 12-19-05 CODE: 1997 UBC 72001 CBC WIND: Basic Wind = 70 Exposure = C Wind governs qs= 12.6 Cq = 1.4 Design Wind Pressures (psf): 0'-15' 18.70 AREA FORCE ARM MOMENT 12.8 238 2.13 507 3'-0" 238 50713 FOOTING SOIL PRESSURE = 150 x 2 x 1.33 = 399 PSF/FT (UBC TABLE 18-1-A VALUE x 2, PER FOOTNOTE 3 & 1612.3.2) P= 238 LBS H= 2.13 FEET B= 1.00 FEET S1 = S x D / 3 = 369.66 A = 2.34xP/(S1XB) = 1.51 D=.5xA(1 + (1+4.36XH/A)A.5) = 2.78 FEET FORMULA PER UBC SECTION 1806.8.2.1 Q 1 •-0 "DIAMx 3 '-0 " DEEP E7777. '-'A uiQ. 0-Si COLUMN PIPE STEEL - ASTM A53 GRADE B S = 507 X12/(1.33X22000)=0.2 @ 0.0 FT . ELEVATION 2.0 "PIPE w=3.7 #/ftt=0.154 " GENERAL NOTES FOR POLES AND FOOTINGS: 1. CONCRETE f'c = 2500 PSI. SPECIAL INSPECTION NOT REQUIRED. 2. PIPE STEEL ASTM A£>3 GRADE B. 3. SIGN CABINETRY SHALL BE FABRICATED IN THE SHOP OF AN APPROVED FABRICATOR. 4. SOIL PASSIVE PRESSURE BASED ON I991 UBC TABLE I8-I-A CLASS 4 OR BETTER. SPECIAL INSPECTION NOT REQUIRED. <1F SOFT OR SANDY SOIL, COLLAPSING OR UNSTABLE SOIL, ORGANIC MATERIALS OR GROUNDWATER ARE ENCOUNTERED, IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL FOUNDATION REQUIREMENTS.; b. CALCULATION OF SIGN AREAS BASED ON AREA TRIBUTARY TO I OF 2 POLES. <b. PROVIDE SLOPE AWAY FROM BASE OF POLE. TYP. TYP. DETAIL STRUCTURAL TECHNOLOGY CONSULTANTS INC. 651 ARROYO DRIVE, SAN DIEGO, CA 92103 236-2036 FAXteft; 286-2196 PROJECT: LOKER BUSINESS PARK, 2110 LOKER AVE WEST SUITE 100, CARLSBAD, CA PROJ. NO.: II4I-I28A DESIGNER: SCS CLIENT: ARCHITECTURAL DESIGN « SIGN SHEET: Al OF DATE: 12-19-05 Al CODE: 1997 UBC / 2001 CBC WIND: Basic Wind = 70 Exposure = C Wind governs qs= 12.6 Cq= 1.4 Design Wind Pressures (psf): 0'-15' 18.70 AREA FORCE ARM MOMENT 27.5 514 2.75 1414 28 514 1414 FOOTING SOIL PRESSURE = 150 X 2 X 1.33 = 399 PSF/FT (UBC TABLE 18-1-A VALUE x 2, PER FOOTNOTE 3 & 1612.3.2) P= 514 LBS H= 2.75 FEET B= 1.50 FEET S1 = SxD/3= 449.61 A = 2.34 x P / (S1 X B) = 1.78 D = .5xA(1 +(1 + 4.36XH/A)A.5) = 3.38 FEET FORMULA PER UBC SECTION 1806.8.2.1 vfi t<L TYP. . ELEVATION 1 '-6 " DIAM x 3 '-6 " DEEP »**«***** ******t DEC 20 2005 COLUMN PIPE STEEL - ASTM A53 GRADE B S= 1414X127(1.33X22000)= 0.6 @ 0.0 FT 2.5 "PIPE w=5.8 #/ftt=0.203 TYP./3/I6 v GENERAL NOTES FOR POLES AND FOOTINGS: 2. 3. 4. TYP.,\ * / o [\ \bV Y / 0 f\ /TY S?>/\b V \ ' TYPICAL SADDLE 'DETAIL 5. CONCRETE f'c = 2500 PSI. SPECIAL INSPECTION NOT REQUIRED. PIPE STEEL ASTM A53 GRADE B. SIGN CABINETRY SHALL BE FABRICATED IN THE SHOP OF AN APPROVED FABRICATOR. SOIL PASSIVE PRESSURE BASED ON IS31 UBC TABLE I8-I-A CLASS 4 OR BETTER. SPECIAL INSPECTION NOT REQUIRED. CIF SOFT OR SANDY SOIL, COLLAPSING OR UNSTABLE SOIL, ORGANIC MATERIALS OR GROUNDHATER ARE ENCOUNTERED, IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL FOUNDATION REQUIREMENTS.; CALCULATION OF SIGN AREAS BASED ON AREA TRIBUTARY TO I OF 2 POLES. PROVIDE SLOPE AWAY FROM BASE OF POLE. STRUCTURAL TECHNOLOGY CONSULTANTS INC. 651 ARROYO DRIVE, SAN DIEGO, CA 92103 296-2096 FAXC6I9; 296-2196 PROJECT: LOKER BUSINESS PARK, 2110 LOKER AVE WEST SUITE 100, CARLSBAD, CA PROJ. NO.: II4I-I28B DESIGNER: SCS CLIENT: ARCHITECTURAL DESIGN 4 SIGN SHEET: Bl OF Bl DATE: I2-I9-0& CODE: 1997 UBC/2001 CBC WIND: Basic Wind = 70 Exposure = C Wind governs qs= 12.6 Cq= 1.4 Design Wind Pressures (psf): 0'-15' 18.70 AREA FORCE ARM MOMENT 12.8 238 2.13 507 238 50713 FOOTING SOIL PRESSURE = 150 x 2 x 1.33 = 399 PSF/FT (UBC TABLE 18-1-A VALUE x 2, PER FOOTNOTE 3 & 1612.3.2) P= 238 LBS H= 2.13 FEET B = 1.00 FEET S1 = S x D / 3 = 369.66 A = 2.34 x P / (S1 X B) = 1.51 D = .5xA(1 + (1 +4.36XH/A)A.5) = 2.78 FEET FORMULA PER UBC SECTION 1806.8.2.1 1 '-0 " DIAM x 3 '-0"DEEP COLUMN PIPE STEEL - ASTM A53 GRADE B S = 507 X12/(1.33X22000)=0.2 0.0 FT 2.0 "PIPE w=3.7 #/ft t=0.154 " GENERAL NOTES FOR POLES AND FOOTINGS: 2. 3. CONCRETE r'c = 2E>00 PSI. SPECIAL INSPECTION NOT REQUIRED. PIPE STEEL ASTM A53 GRADE B. SIGN CABINETRY SMALL BE FABRICATED IN THE SHOP OF AN APPROVED FABRICATOR. SOIL PASSIVE PRESSURE BASED ON 1391 UBC TABLE I8-I-A CLASS 4 OR BETTER. SPECIAL INSPECTION NOT REQUIRED. CIF SOFT OR SANDY SOIL, COLLAPSING OR UNSTABLE SOIL, ORGANIC MATERIALS OR GROUNDWATER ARE ENCOUNTERED, IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL FOUNDATION REQUIREMENTS.; CALCULATION OF SIGN AREAS BASED ON AREA TRIBUTARY TO 1 OF 2 POLES. PROVIDE SLOPE AWAY FROM BASE OF POLE. 3'-0" 0_ •a- CN >S^X v ELEVATION DEC 20 2005 TYP. DETAIL Vicinity Map s Palomar Airport Road\ Site = PROJECT ENTRY MONUMENT SIGNS = AUTO DIRECTIONAL Undeveloped Parcel AUTO DIRECTIONAL SIGN 'B' 'A'AUTO DIRECTIONAL SIGN'A SCALE: 1"=80'-0" 2950 Palisades Drive Corona, CA 92880 Tel 951278 0680 Fax 951278 0681 Lusardi Contruction Client Loker Business Park Project Murrieta, Co Address PROJECJNO 4672R3 ITEM Site Plan PAGE la of 4 DATE 12/16/05 REVISIONS A A A A A This is an original unpublished drawing created by AD/S Inc. II is submitted for your personal use in conjunction with a project being planned (or you by AD/S Inc. It is not to be shown to anyone outside /our organization nor is it to be used, reproduced, copied or exhibitedinanyfashion. APPROVED DATE CALJFCMN1A ELECTRIC SIGH ASSOCIATION AUTO DIRECTIONAL SIGN'A' SCALE :1"=10'-0" PROJECT ENTRY MONUMENT SIGN SCALE: 1" = 10'-0" J AUTO DIRECTIONAL SIGN1 SCALE: 1"=10'-0" 1 2950 Palisades Drive Corona, CA 92880 Jel 951278 0680 Fax 951278 0681 Lusardi Contraction Client Loker Business Park Project Murrieta, Ca Address PROJECT NO 4672R3 ITEM Site Plan PAGE lb DAJE 12/16/05 REVISIONS A A A A A This is an original unpublished drawing treated by AD/S Inc. It is submitted for yout persona) use in conjunction with a project being planned for you by AD/S Int. It is not to be shown to anyone outside your organization nor is it to be used, reproduced, copied or exhibitedinanyfashion. APPROVED DATE MEMBER OF CALIFORNIA ELECTRIC SIGN ASSOCIATION SPECIFICATIONS: (A) ALUMINUM CORNICE PAINTED TO MATCH PROJECT. (D INTERNALLY ILLUMINATED ALUMINUM CABINET. * "STAPLES" CABINET PAINTED RED. COPY TO BE ROUTED AND BACKED UP WITH WHITE ACRYLIC. * "TENANT" CABINET PAINTED TO MATCH PROJECT. COPY TO BE ROUTED AND BACKED UP WITH WHITE ACRYLIC WITH SHADOW GRAY (230-71) VINYL OVERLAY. ILLUMINATION TO BE FLOURESCENT LAMPS. ©STONE BASE TO MATCH BUILDING. ADDRESS TO BE W THICK SINTRA PAINTED WHITE AND STUD MOUNTED TO BASE. QTY:ONE(1) SIGN AREA = 50 SQ. FT. MAXIMUM LETTER HEIGHT = 18" CORNICE DETAIL SCALE :1^"=r-Q" \/ 20" SCALE ;'/4'=r-0' 2950 Palisades Drive Corona, CA 92880 Tel 951278 0680 Fax 951278 0681 Lusardi Contruction Client Loker Business Park Project Murrieta, Ca Address PROJECT NO 4672R3 ITEM Project Entry Monument PAGE 2 of 4 12/16/05 REVISIONS A A A A A This is an original unpublished drawing treated by AD/S Int. It is submitted for your personal use in conjunction with a project being planned for you by AD/S Inc. It is not to be shown to anyone outside your organization nor is it to be used, reproduced, copied or exhibitedinanyfashion. APPROVED DATE MEMBER OF CAUfORKA ELECTRIC SIGN ASSOCIATION SCALE: 3/4"=r-0" 1/2"n r1/2" SPECIFICATIONS: (A) ALUMINUM CORNICE PAINTED TO MATCH PROJECT. ® INTERNALLY ILLUMINATED ALUMINUM CABINET PAINTED TO MATCH PROJECT. COPY TO BE ROUTED AND BACKED UP WITH WHITE ACRYLIC. ILLUMINATION TO BE FLOURESCENT LAMPS. © STONE BASE TO MATCH PROJECT. QTY:ONE(1) SIGN AREA = 9 SQ. FT. CORNICE DETAIL SCALE:3"=1'-0" 3'-2" 3'-0" 11" 9" 7t'r~f "\';'l . w 2950 Palisades Drive Coma, CA 92880 Tel 951278 0680 Fax 951278 0681 Lusardi Contruction Client Loker Business Park Project Murrieta, Ca Address PROJECT NO 4672R3 ITEM Auto Directional Sign A PAGE 3 4 DATE 12/16/05 REVISIONS A A A A A This is on original unpublished drawing created by AD/S Inc. It is submitted for your personal use in conjunction with a project being planned for you by AD/S Inc. It is not to be shown to anyone outside your organization nor is it to be used, reproduced, copied or exhibitedinanyfashion. APPROVED DATE CALIFORNIA aECTRIC SIGN ASSOCIATION SCALE: 3/4"=T-0" / CVI CORNICE DETAIL SCALE:3"=T-0" SPECIFICATIONS: (A) ALUMINUM CORNICE PAINTED TO MATCH PROJECT. (D INTERNALLY ILLUMINATED ALUMINUM CABINET PAINTED TO MATCH PROJECT. COPY TO BE ROUTED AND BACKED UP WITH WHITE ACRYLIC. ILLUMINATION TO BE FLOURESCENT LAMPS. © STONE BASE TO MATCH PROJECT. QTY:ONE(1) SIGN AREA = 9 SQ. FT. 2950 Palisades Drive Corona, CA 92880 Jel 951278 0680 Fax 951278 0681 Lusardi Contruction Client Loker Business Park Project Murrieta, Ca Address PKOJECTNO 4672R3 ITEM PAGE of 4 DATE 12/16/05 REVISIONS A A A A A This is an original unpublished drawing created by AD/S Inc. It is submitted for your personal use in tonjunttion with a project being planned for you by AD/S Int. It is not to be shown to anyone outside /our organization nor is it lo be used, reproduced, copied or exhibitedinanyfashion. APPROVED DATE MEMBER OF CAUFOSN1A ELECTRIC SIGN ASSOCIATION