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Home My WebLink AboutPS 2022-0029; LEXUS CARLSBAD; Sign Permits/Programs (PS)211-060-18-00 (_ Cicyof Carlsbad REVIEW FOR SIGN PERMIT P-11 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.gov PLANNING APPLICATION# ______ _ REC'D BY --------------DATE _____________ _ SIGN FEE ____________ _ SIGN PROGRAM FEE ________ _ RECEIPT NO. ___________ _ NOTE: AN APPOINTMENT IS REQUIRED FOR SUBMITTAL. PLEASE CONTACT THE APPOINTMENT SPECIALIST AT (760) 602-2723 TO SCHEDULE AN APPOINTMENT. *SAME DAY APPOINTMENTS ARE NOT AVAILABLE* 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. Average processing time: 2 weeks Name of Project: _Le_x_u_s_C_a_rl_s_b_ad _____________________ _ Address of Project: 5444 Paseo Del N, Carlsbad CA 92008 Assessor Parcel Number: _______________________ _ Related Planning Case Number(S): ____________________ _ TYPE OF DEVELOPMENT: (a) Residential (d) Hotel/Motel (g) Theater (b) Commercial (e) Service Station (h) Gov't/Church/School (c) Office/Industrial (f) Prof. Care (i) Public Park SIGN PROGRAM AND/OR SPECIFIC PLAN CRITERIA U) Produce Stand (k) Nursery (I) P-U/OS Zone Yes □ No □ Specific Plan Number ____ _ VILLAGE REVIEW AREA (/fyes. please complete information on page 3) Yes 0 SOUTH CARLSBAD COAST AL REVIEW AREA Yes 0 SIGN ORDINANCE: Yes O No O COASTAL ZONE: Yes O No 0 P-1 1 Page 1 of 4 No □ No □ Rev. 02/28/18 EXISTING SIGNS: TYPE NUMBER SIGN AREA SIGN HEIGHT Pole Monument Wall Suspended/Projecting Directional Canopy Freestanding (Project Identity) PERMITS ISSUED FOR EXISTING SIGNS: Yes O No O Date ______ _ PROPOSED PERMANENT SIGNS: MAXIMUM NUMBER MAXIMUM PROPOSED MAXIMUM PROPOSED TYPE NUMBER PROPOSED SIGN SIGN AREA SIGN SIGN ALLOWED AREA HEIGHT HEIGHT Pole** Monument** Wall SWM-60 1 34.16 SQ FT 5' Wall SYM-36 1 12.25 SQ FT 3' Wall DN-18 1 54.70 SQ FT 1'-6" Wall Custom Fascia 1 3'11-1/2" Suspended/Projecting Directional 1 4'-2" Canopy Freestanding** (Project Identity) Digital Display PROPOSED TEMPORARY SIGNS: MAXIMUM NUMBER MAXIMUM PROPOSED MAXIMUM PROPOSED TYPE NUMBER PROPOSED SIGN SIGN AREA SIGN SIGN ALLOWED AREA HEIGHT HEIGHT Construction** For Sale** Banner Interim **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. P-11 Page 2 of 4 Rev. 02/28/18 -------- 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 Transportation Department, which will not allow signs to be approved over the counter. Additional time will be required for on-site inspection. I P/L Sight Distance Requirement I I Show building is j : ! . . . , ___ ][ __ ~how setbacks from all curbs Show all property lines P/L curb line : ! I / :.: . . . . I -----------/~,--- ~ Sight Visibility 21 .41.080 Sign design standards I Street Name(s) I I (i) No1th I 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. EXISTING SIGN PROGRAMS OR SPECIFIC PLAN SIGN CRITERIA Total Building Square Footage: _________ sq. ft. Total Building Street Frontage: linear ft. 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. VILLAGE REVIEW AREA Total Signable Area: sq. ft. ---------Tot a I Signable Area Length: sq. ft. Total Signable Area Height: sq. ft. Total Projection from Wall Face: inches P-11 Page 3 of 4 Rev. 02128/18 Peter Lapsiwala 03/31/2022 PROPERTY OWNER APPLICANT NAME (PRINT OR TYPE) NAME (PRINT OR TYPE) S\-~ \\c..s ~ ... o\' Q..r..\-z <:'.-s. \._J ... --~ Matthews Signs LLC MAILING ADDRESS MAILING ADDRESS l.oo~ -;i_ve.v.-.i.d...."'-Sv--c...t~c...s \ S\.-e--z.:z..o 560 South Quince Street CITY STATE ZIP TELEPHONE CITY STATE ZIP TELEPHONE Q...e,.s\-s~ Ll~ 9.c.o\\ 1lc()-'-{C\1::i--z.qs 7 Escondido, CA 92025 I CERTIFY THAT I AM THE LEGAL OWNER I CERTIFY THAT I AM THE REPRESENTATIVE AND THAT ALL THE ABOVE INFORMATION OF THE LEGAL OWNER AND THAT ALL THE IS TRUE AND CORRECT TO THE BEST OF ABOVE INFORMATION IS TRUE AND CORRECT MY KNOWLEDGE. TO THE BEST OF MY KNOWLEDGE. ~ 'AA. ~ \ \,,_ 0-~~~ '.)-15-~ ,~fa .. ~ SIGNATURE '\ DATE 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 ❖ In visibility triangle at corner 5. Pole and monument signs to be checked by Transportation Engineering, for visibility issues. 6. When approved route copy to Data Entry APPROVED: Planner: Date: --------------------- P-11 Page 4 of 4 Rev. 02/28/18 Planning Sign Limited Self Service Application Print Date: 31-Mar-2022 PS2022-0029 Submitted OnlineSTATUS:5444 PASEO DEL NORTE, CARLSBAD, CA 92008-4426ADDRESS: 03/31/2022APPLIED ON:LimitedWORKCLASS:PLNG-Planning SignTYPE: 2110601800PARCEL:$0.00 VALULATION: 0SQUAREFEET: DESCRIPTION:INSTALL (4) ILLUMINATED WALL SIGNS AND (1) DIRECTIONAL SIGN (E-REVIEW) PERMITS AND MOREPETER LAPSIWALA 560 S QUINCE ST ESCONDIDIO, CA 92025 (619) 323-4048 YesBILLING: Applicant NUM OF SIGNS: 5 SIGN TYPE:Sign Date:3/31/2022 1:03:27PM Email:peterlapsiwala@permitsandmore.com By my signature below, I certify that the information entered on this application and attachments are accurate. I understand no work may commence until I receive a building permit and call for a preconstruction meeting/inspection. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize the City of Carlsbad to enter upon the above-mentioned property for inspection purposes. By its signature below, applicant/permittee agrees to indemnify, hold harmless, and defend the City of Carlsbad or its officers or employees from all claims, damage or liability to persons or property arising from or caused by an activity or work done pursuant to this permit. I understand an OSHA permit is required for excavation over 5'0' deep and demolition or construction of structures over 3 stories high. I also acknowledge every permit issued by the Building Official under the provisions of the Municipal Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period on 180 days (Section 106.4.4 Uniform Building Code). Community Development - Planning Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 ï 760-602-4600 ï 760-602-8560 f ï www.carlsbadca.gov PETER LAPSIWALA March, 31 2022 P&7&l2 ~ {_ City of Carlsbad Page 1 of 1 5/2/2022https://energov.carlsbadca.gov/energov_prod/energov/UploadedFiles/0000000420/39df69db... PETER LAPSIWALA March, 31 2022 Community Development Department Planning Division  1635 Faraday Avenue  Carlsbad, CA 92008  442-339-2600 May 2, 2022 Peter Lapsiwala Matthew Signs, LLC. 560 South Quince Street Escondido, CA 92025 SUBJECT: 1st REVIEW FOR PS 2022-0029 (DEV2020-0121) – LEXUS CARLSBAD SIGNS Thank you for applying for Land Use Permits in the City of Carlsbad. The Planning Division has reviewed your sign permit, application no. PS 2022-0029, as to its completeness for processing. The application is incomplete, as submitted. In order to expedite the processing of your application, the “incomplete” items and your response to the project issues of concern to staff must be submitted directly to your staff planner; therefore, please contact your staff planner directly to schedule a re-submittal appointment. As part of your re-submittal package, please prepare and include with your re-submittal: (1) a copy of these lists, (2) a detailed letter summarizing how all identified incomplete items and/or project issues have been addressed; and (3) one set of revised plans. No processing of your application can occur until the application is determined to be complete. When all required materials are submitted, the city has 30 days to make a determination of completeness. If the application is determined to be complete, processing for a decision on the application will be initiated. In addition, please note that you have six months from the date the application was initially filed, April 8, 2022, to either resubmit the application or submit the required information. Failure to resubmit the application or to submit the materials necessary to determine your application complete shall be deemed to constitute withdrawal of the application. If an application is withdrawn or deemed withdrawn, a new application must be submitted. In order to expedite the processing of your application, please contact me at 442-339-2629 to discuss or to schedule a meeting to discuss your application and to completely understand this letter. Sincerely, Esteban Danna ESTEBAN DANNA Associate Planner ED:cf c: Stellar Properties, LLC., 6030 Avenida Encinas, Suite 220, Carlsbad, CA 92011 File Copy/Data Entry {'city of Carlsbad PS 2022-0029 (DEV2020-0121) – LEXUS CARLSBAD SIGNS May 2, 2022 Page 2 LIST OF ITEMS NEEDED TO COMPLETE THE APPLICATION Planning: 1. Please pay permit fee per attached documents. 2. Please provide table showing total sign area allowed and total existing and proposed signs based on building frontage per Section I(B)(1) in Part 4 of the Car Country Carlsbad Specific Plan (SP 19). 3. Directional sign at driveway shall not exceed 6 square feet per Section I(E)(2)(b) in Part 4 of SP 19. 4. Pursuant to CMC 21.41.080(C)(1), the logo sign on the blade wall shall be located below the edge of the existing building roof line or adjacent parapet height (as approved by the Planning Commission). SYM-36SYM-36Custom FasciaDN-18DIR-4Fluorescent, Neon and HID lamps contain Mercury (HG).Dispose of the lamps according to Local, Provincial, State or Federal Laws.This sign to be installed in accordance with the requirements of ArƟcle 600 of theNaƟonal Electrical Code and/or other applicable local codes.This includes proper grounding and bonding of the sign.555 Ellesmere Road Toronto, Ontario, Canada M1R 4E8(Toll Free) 1.866.635.1110 (Fax) 1.855.759.4965 www.paƫsonsign.comProject IDIt is the Customer’s responsibility toensure that the structure of thebuilding is designed and constructedto accept the installaƟon of the signsbeing ordered. Please ask PSGto provide further details if required.All rights reserved. The artworkdepicted herein are copyright andare the exclusive property ofPaƫson Sign Group and as suchcannot be reproduced in whole orin part without wriƩen permissionby Paƫson Sign Group.120VOtherSignatureMM/DD/YYYY347VCustomer ApprovalDate:Scale:Sales:Designer:Revision Note:InformaƟon Required:ConceptualRev. #:Date:Sign ItemMasterElectrical10-04-2021N.T.S.A. DiMarcoR. FerraraAD2-41537Site Plan60404Lexus Carlsbad5444 Paseo Del N.Carlsbad, CA.Side ASide ASide BSide BEntranceServicePartsEntranceServicePartsR505-06-2022No Change2022-00292020-0121Esteban Danna06/13/2022----+ LOT 4 MAP 12242 I -APN: 211-080-004 LOT 5 MAP 12242 APN: 211-080-005 LOT 6 MAP 12242 APN: 211-080-006 LOT 7 MAP 12242 APN: 211-080-007 - ----- -- ----- ------- ----- ----- -- --ll!JI I 11 J:\ I I ~ : I llr1°•Yl11 " W-0" { 11 ? §\ 1 /, 24'-0" -o,c-------t---J1. IJ'=--e--o · " / A 19'-6' ~~// PARCEL2 PM 5426 10 EMPLOYEE (LOT 6 MAP 7492) @~-APN: 211-060-17 --"-~-~ J J3 ~ / I/ LEXUS CARLSBAD Pattison Sign Group Powering Your Brand ~ EXISTING BUILDING 1 SERVICE BAYS ()= ~ 24'--0' W-0" ~ 10 s7RVICE ~ --~-______@_~_ ~ ~ J1. ? 4'i~ ~~ m I EXISTING BUILDING 5A 24'-0' ~ <eD DETAIL BAYS EXISTING BUILDING 2 E YARD BUILDING TBACKLINE --c ~ I --I - -I ~/~ l-PARCEL2 PM 8651 ~·® C S C US ~~ TRUE PROJECT NORTH NORTH LOT 8 MAP 12242 APN: 211-080-008 1. 15' DRAINAGE EASEMENT DEDICATED ON MAP 7492 RECORDED AS FLE N0.3204550N 1972-1D-30 IN D.R. 2. 1f/ GENERAL, UTILITY, AND SIDEWALK EASEMENT RECORDED AS DOCUMENT NO. 73-074588 ON 1973-03-22 3. PRIVATE ROADWAY DEDICATED PER DOCUMENT NO. 79-181729 RECORDED 1979-05-03 IN O.R 4. 20' WALL MAINTENANCE EASEMENT PER DOCUME~ NO. 79-181730 RECORDED 1979-05-03 IN O.R 5. 20' WALL MAINTENANCE EASEMENT PER DOCUMENT NO. 79-181731 RECORDED 1979-05-03 IN O.R 6. 20' WALL MAINTENANCE EASEMENT PER DOCUMENT NO. 81--046383 RECORDED 1981-02-13 IN O.R 7. 0.5' EASEMENT FOR PARTY WALL RECORDED 1983--04-01 AS FLE NO. 83-107207INO.R. 8. 15' WATER EASEMENT GRANTED TO CMWD PER INSTRUMENT NO. 1991-0075554 RECORDED 1991-02-20 IN O.R. NON-PLOTTABLE EASEMENTS A. AN EASEMENT GRANTED IN FAVOR OF CARLSBAD MUNICIPAL WATER DISTRICT FOR THE PURPOSES OF INGRESS AND EGRESS, RECORDED 1961-05-15 AS FILE NO. 83960 IN O.R., IS NON-PLOTT ABLE PER RECORD. B. AS EASEMENT GRANTED IN FAVOR OF SAN DIEGO GAS & ELECTRIC FOR THE PURPOSES OF INGRESS AND EGRESS OVER LOT 7 OF MAP NO. 749:2, RECORDED AS DOCUMENT NO. 1983.0189627 ON 1983-06-07 IN O.R., IS NON-PLOTTABLE PER RECORD. C. AN EASEMENT GRANTED IN FAVOR OF SAN DIEGO GAS & ELECTRIC FOR THE PURPOSES OF INGRESS AND EGRESS OVER PARCEL 2 OF PM 5426, FLED 1976-12-30, RECORDED 1979-05-02 AS INSTRUMENT NO. 79-181021 IN O.R., IS NON-PLOTTABLE PER RECORD. 1 Architectural Site Plan 100 1'=30'-0' NO GRADING D' 15' 30' I® ,,,. (:'ityof CITY OF CARLSBAD PLANNING DIVISION Carlsbad APPFtOVED PLAN PS#: DEV: Approved by: Done: BUILDING DIVISION APPROVAL Issued by: Date: □ □ □ 12.25 SQ.FT.54.70 SQ.FT.84.27 SQ.FT.Illuminated Lexus Logos, Dealer Name & Service LettersSignage Speciﬁcations:- Aluminum cabinets & F-Trim black- #2447 white acrylic faces with a #2074 gray acrylic overlay- Illuminated white LED- Electrical hook-up supplied by othersSYM-36(Symbol - Quantity 1)Installed on West elevationFinal signage placement subject to Lexus review and approvalDN-18(Dealer Name - Quantity 1)Installed on West elevationLexus Exterior Building Signage34.16 SQ.FT.SYM-60(Symbol - Quantity 1)Installed on Blade Wall60404Lexus Carlsbad5444 Paseo Del N.Carlsbad, CA.Fluorescent, Neon and HID lamps contain Mercury (HG).Dispose of the lamps according to Local, Provincial, State or Federal Laws.This sign to be installed in accordance with the requirements of ArƟcle 600 of theNaƟonal Electrical Code and/or other applicable local codes.This includes proper grounding and bonding of the sign.555 Ellesmere Road Toronto, Ontario, Canada M1R 4E8(Toll Free) 1.866.635.1110 (Fax) 1.855.759.4965 www.paƫsonsign.comProject IDIt is the Customer’s responsibility toensure that the structure of thebuilding is designed and constructedto accept the installaƟon of the signsbeing ordered. Please ask PSGto provide further details if required.All rights reserved. The artworkdepicted herein are copyright andare the exclusive property ofPaƫson Sign Group and as suchcannot be reproduced in whole orin part without wriƩen permissionby Paƫson Sign Group.120VOtherSignatureMM/DD/YYYY347VCustomer ApprovalDate:Scale:Sales:Designer:Revision Note:InformaƟon Required:ConceptualRev. #:Date:R505-06-2022Sign ItemMasterElectrical10-04-20211/4"=1'-0"A. DiMarcoR. FerraraNo ChangeAD2-41537Building Signage5'-0"6'-10"4'-1"3'-0"1'-6"x1x1x1x1Custom FasciaSignage Speciﬁcations:• ACM Finish is 70% Gloss - Alpolic 4mm TBL Black ﬁnish• Brand Signature & Service Parts letters routed out• Lexus Logo & Letters - Backed up with Mustang Bright Brushed acrylic• Service & Parts Letters - Backed up with 7328 white acrylic• Agilight 6500 LED illumination• Electrical hook-up by othersEach lot will be permitted signage equal to two square feet per lineal foot of building frontageTotal sign area allowed on Main Facility: 136.34 SQ.FT. (68’-2”L)Total SQ.FT. of existing signage: 66.95 SQ.FT.Total SQ.FT. of proposed signage: 66.95 SQ.FT.Total sign area allowed on Blade Wall: 88.84 SQ.FT. (44’-5”L)Total SQ.FT. of proposed signage: 34.16 SQ.FT.Total sign area allowed on Service Facility: 134.0 SQ.FT. (67’-0”L)Total SQ.FT. of existing signage: 70.87 SQ.FT.Total SQ.FT. of proposed signage: 84.27 SQ.FT.36'-5 5/8"8"7 3/8"7 3/8"3'-11 1/2"2'-0"1'-0"21'-3 1/2"el ~-Pattison Sign Group ~ Powering Your Brand --~------~~□---~-----c-F1~■------~EI-FI-D~ -~c;;;;;;.~--~-----------~~~---------1 1 I® SYM-36(Not to scale)DN-18EQ140’-0”68’-2”EQEQEQ44’-5”26’-9”4’-0” 4’-1”SYM-60Fluorescent, Neon and HID lamps contain Mercury (HG).Dispose of the lamps according to Local, Provincial, State or Federal Laws.This sign to be installed in accordance with the requirements of ArƟcle 600 of theNaƟonal Electrical Code and/or other applicable local codes.This includes proper grounding and bonding of the sign.555 Ellesmere Road Toronto, Ontario, Canada M1R 4E8(Toll Free) 1.866.635.1110 (Fax) 1.855.759.4965 www.paƫsonsign.comProject IDIt is the Customer’s responsibility toensure that the structure of thebuilding is designed and constructedto accept the installaƟon of the signsbeing ordered. Please ask PSGto provide further details if required.All rights reserved. The artworkdepicted herein are copyright andare the exclusive property ofPaƫson Sign Group and as suchcannot be reproduced in whole orin part without wriƩen permissionby Paƫson Sign Group.120VOtherSignatureMM/DD/YYYY347VCustomer ApprovalDate:Scale:Sales:Designer:Revision Note:InformaƟon Required:ConceptualRev. #:Date:Sign ItemMasterElectrical10-04-2021N.T.S.A. DiMarcoR. FerraraAD2-41537ElevaƟons60404Lexus Carlsbad5444 Paseo Del N.Carlsbad, CA.CLEQEQCLCLLine up topof logo withtop of facadeR505-06-2022Revised as per City requirements84”20’-0”Existing - 66.95 SQ.FT.Proposed - 66.95 SQ.FT.Proposed - 34.16 SQ.FT.Each lot will be permitted signage equal totwo square feet per lineal foot of building frontageTotal sign area allowed on Main Facility: 136.34 SQ.FT. (68’-2”L)Total SQ.FT. of existing signage: 66.95 SQ.FT.Total SQ.FT. of proposed signage: 66.95 SQ.FT.Total sign area allowed on Blade Wall: 88.84 SQ.FT. (44’-5”L)Total SQ.FT. of proposed signage: 34.16 SQ.FT.9 C) I I :J_ :J_ . -! --.--, - -j--, --_j--, --~ -, --_}------_}--I .J .J .f J :; .J . ·I ' -,-' --,., .•' ~-1--' ' ~ -I>· -' ; >-! ,~•,-,;" ~' ~ -,.,, -'_; --.J .J J .J J J .J J J .J ,-, ~ -':'--:-=----;;-=---, •• -, {.:.. ~ _. I 9 LO • I ~ .-. "I' 5' I I i : / / / / / / ' : ',, I I "' I ; I 5 · I · : : .:. I I _.........___ __________ ~:'-'--'----::1:11............,;. ...........·'---""-:·II-=....,.·-__.__·-------'---------------'----'---.......,__.lllll!~. ·-· ,·,.: i I Showroom -West Elevation Pattison Sign Group Powering Your Brand ~-@ C S C US --- --3.~r_-_;;::r_~H-J::i.-H -...c I I I 4 I \ I I I I \ I --I® 25'-0"$ T.O. CFMF Each lot will be permitted signage equal totwo square feet per lineal foot of building frontageTotal sign area allowed on Service Facility: 134.0 SQ.FT. (67’-0”L)Total SQ.FT. of existing signage: 70.87 SQ.FT.Total SQ.FT. of proposed signage: 84.27 SQ.FT.67’-0”18’-0”56”Fluorescent, Neon and HID lamps contain Mercury (HG).Dispose of the lamps according to Local, Provincial, State or Federal Laws.This sign to be installed in accordance with the requirements of ArƟcle 600 of theNaƟonal Electrical Code and/or other applicable local codes.This includes proper grounding and bonding of the sign.555 Ellesmere Road Toronto, Ontario, Canada M1R 4E8(Toll Free) 1.866.635.1110 (Fax) 1.855.759.4965 www.paƫsonsign.comProject IDIt is the Customer’s responsibility toensure that the structure of thebuilding is designed and constructedto accept the installaƟon of the signsbeing ordered. Please ask PSGto provide further details if required.All rights reserved. The artworkdepicted herein are copyright andare the exclusive property ofPaƫson Sign Group and as suchcannot be reproduced in whole orin part without wriƩen permissionby Paƫson Sign Group.120VOtherSignatureMM/DD/YYYY347VCustomer ApprovalDate:Scale:Sales:Designer:Revision Note:InformaƟon Required:ConceptualRev. #:Date:Sign ItemMasterElectrical10-04-2021N.T.S.A. DiMarcoR. FerraraAD2-41537Service Facility60404Lexus Carlsbad5444 Paseo Del N.Carlsbad, CA.Existing - 70.87 SQ.FT.Proposed - 84.27 SQ.FT.R505-06-2022Revised as per City requirements47 1/4”67’-0”21’- 3 1/2”56”47 1/2”EQ.EQ.~-Pattison Sign Group ~ Powering Your Brand ~-® C S C US I® Custom Lexus Directional SignSide AStreetStreet SideExisting directional sign to be removed and disposedEntranceServicePartsEntranceServicePartsCustom DIR-4Directional Sign Speciﬁcations:• ACM & reveal ﬁnish is 70% Gloss - Alpolic 4mmTBL Black ﬁnish• Graphics routed out• Backed up with white acrylic• Agilight 6500 LED illumination• Electrical hook-up by others• Concrete base required• Site survey required* Decor tile supplied & installed by others (as per Lexus approved speciﬁcations)IsometricViewFluorescent, Neon and HID lamps contain Mercury (HG).Dispose of the lamps according to Local, Provincial, State or Federal Laws.This sign to be installed in accordance with the requirements of ArƟcle 600 of theNaƟonal Electrical Code and/or other applicable local codes.This includes proper grounding and bonding of the sign.555 Ellesmere Road Toronto, Ontario, Canada M1R 4E8(Toll Free) 1.866.635.1110 (Fax) 1.855.759.4965 www.paƫsonsign.comProject IDIt is the Customer’s responsibility toensure that the structure of thebuilding is designed and constructedto accept the installaƟon of the signsbeing ordered. Please ask PSGto provide further details if required.All rights reserved. The artworkdepicted herein are copyright andare the exclusive property ofPaƫson Sign Group and as suchcannot be reproduced in whole orin part without wriƩen permissionby Paƫson Sign Group.120VOtherSignatureMM/DD/YYYY347VCustomer ApprovalDate:Scale:Sales:Designer:Revision Note:InformaƟon Required:ConceptualRev. #:Date:Sign ItemMasterElectrical10-26-20213/8"=1'-0"A. DiMarcoR. FerraraSite survey requiredAD2-41537DIR-460404Lexus Carlsbad5444 Paseo Del N.Carlsbad, CA.Side AR505-06-2022Revised as per City requirements of 6 sq.Ō.5.625 SQ.FT.6’-2”Grass area3’-2”to treeCustomDirectionalSign5’-6”6”CurbSidewalkPlan View - N.T.S.3'-0"1'-1 1/2"1 1/2"1'-10 1/2"3"3"3 7/16"2'-1 1/2"Reveal7 ~-Pattison Sign Group ~ Powering Your Brand I® GENERAL NOTIS: 1. All design. f•bric>tion. lnsuU.tlon and construction shall co,,fom, 10 the following spocifications. unless spedfially noted othefwise on the drowing: The 2019 Cillfom'i Building Code Ameriun Institute of St..! Construction. Inc M•null of St .. l Construction (13th Edition~ Ameriun Welding Society ANSVAWS D1.1 & D1.2 Structural Wtldlng Code -St..! o, Alum -The Aluminum Assocwtion Design Monuol 201SEd,tJon. 2. All components shoU be u listed below, unless noted othe<wise: All structural Jluminum sh.II be 6063-n, 6061-T6, 50SZ-H32. or ,quo!. Mechonic.al w•II fastenffl shoD be installed 1ecording to m,nufKtlftrS speciflations. • AU fffl'OUS Ind non-ffflOUs m,teNls WU be DqUitely sep,1rated to prevent corrosion. • All bolts in contact with •luminum shoU be 9U-'1NZrd or stttnless stttl • Swnless st..! bolts shoD be AISI 304 or 316. • St..! bolts sholl be A3ZS o, equivalent • All exposed moteN~ shaU be property protected from WNthering And/Of C0ffl>Sic>n. 3. Allfiold...,!dsshollbemodeby1welde<cemfied in the specified posnion. •· The •nxhmeol hos been designed to withstand 110 mph (3-sec gust) design wind speeds with• design pressur, of 36.2 psi u per ASCE 7-16 1SSUming E.,p C. Risk Cat IL 30' hl Seismic design was co~ as per ASCE 7-16 assuming Sds=0.TT4, lp•1.0, and Site Class D-det.ull 5. tf existing and propowd conditions arr not as de-tJ:iled in this de-sign dl?Ning the instiller shoU nobly the engineer immediately. 6. tt the integrity of the existing w•U is sub- sundord, the installer sholl nobly the engineer immediately for r,--design. STUCCO EXTERIOR RIGID SPACER POWER SUPPLY (REMOTE LOCATION) REQUIRES ACCESS FOR SERVICING SEE NOTE 3 "0 LAG/WOOD SCREW INTO PLYWOOD (SEE NOTE) SEE EUVATION VIEW FOR QUANTITY 1/2" THICK PLYWOOD BEHIND SIGN AREA SECTION A·A 111· .. ,· EUCTRICAL DISCONNECT SWITCH 0.064' ALUMINUM FlllER F-TRIM RETAINER GREY ACRYLIC OVERLAY WALL BUSTER PASS THROUGH WHITE ACRYLIC WHITE UO STRING DRAIN HOU 4'-0 3W LOGO WIDTH MIN 6 ANCHORS PER LOGO LOGO ELEVATION VIEW 1"■1'-4" ANCHOR/SCREW LOCATIONS ANCHORAGE NOTE: NOTE: ANCHORAGE LOCATIONS SHOWN ARE APPROXIMATE. ADDITIONAL ANCHORAGE POINTS MAY BE ADDED AS NEEDED FOR SIGNAGE SUPPORT. SPACER NOTE: RIGID SPACERS SHALL BE USED AROUND EACH MOUNTING BOLT. SPACERS SHALL BE SEATED AGAINST THE BACK OF THE SIGN AND THE FRONT OF THE PLYWOOD. WALL PENETRATIONS SHALL BE SEAUD AGAINST WATER INFILTRATION. THE UTTERS SHALL BE ATTACHED TO THE EXISTING PLYWOOD BACKING USING LAG SCREWS OR WOOD SCREWS AS SHOWN. THE INST ALUR SHALL CONFIRM THAT THE EXISTING PLYWOOD IS AT LEAST 1/2" THICK AND SUIT ABLE FOR ATTACHMENT. SCREWS SHALL COMPUTEL Y PENETRATE THE PLYWOOD AND BE FIRMLY ATTACHED. 00 NOT OVERTIGHTEN THE SCREWS, QUESTIONABLE SCREWS SHALL BE REMOVED AND REPLACED. NOTE: ELECTRICAL DETAILS AND NOTES ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY. CORNERSTONE IS NOT RESPONSIBU FOR EUCTRICAL DESIGN. NOTICE DF RESPONSIBILITY: BY THIS DRAWING, CORNERSTONE ENGINEERING, INC. IS RESPONSIBLE ONLY FOR THE STRUCTURAL DESIGN OF THE LOGO ATTACHMENT AS SHOWN. LOGO COMPONENTS ARE THE RESPONSIBILITY OF THE MANUFACTURER. CORNERSTONE IS NOT RESPONSIBLE FOR THE ADEQUACY OF THE ATTACHED•TO BASE BUILDING STRUCTURE. ~ 0 ;Q ~ u 0 ;;; ~ 0 ~ i : C ~ Oi "' ~ N "' 0 .... Ti ~ 3 ~ ;.: 12 ;.: ;,; ! "' ] l JAMES E. WRIGHT, JR. CA P.E. # 62520 GENERAl NOlli: 1. All design. fabricatiOI\ installition and construction shall conform to the folkJwing specifications_ unSess specifically noted othelwise on the drawing. The 2019 California Buikting Code AmMan lnstrtute of Steel Construction. Inc Manual of Steel Construction (13th Edition). American We~ing Sodety ANSVAWS 01.1 & 01.2 Structural Wekting Code -Steel or Alum The Aluminum Association Design Manual 2015 Edition. 2. All components shall be as listed below, un~ noted otherwi:s@: All structural aluminum shall be 6063-TS, 6061-T6, 5052-H32. orequaL Mech,anial wall fasteMrS shall be installed according to manufacturers specifications. All ferrous and non-ferrous matl!Nls shall be adequately separated to prevent corrosion. All bolts in contact with aluminum shaU be gatvanized or suinJess steel St.ainless steel bolts SNII be AISI 304 or 316. Stffl botts shall be A32S or equivalent All exposed mateNls shall be property protected from weathering and/or corrosion. 3. All field welds shall be made by a welder certified in the specifie::t position. -4. The attachment has been dcsigned to withstand 110 mph (3-sec gust) d~ign wind spttds with a d~gn pressure of 362 psf as per ASCE 7-16 assuming Exp C. Risk C.t IL 30' ht Seismic design was considered as per ASCE 7-16 assuming Sds•0.n4, lp•1.0, and Site Class O-defauft. 5. If existing and proposed conditions are not as detailed in this design drawing the inst.ilLer shall notify the engineer Immediately. 6. tf the integrity of the existing WiU is sub- tandard. the installer shall notify the engineer immediatety for re-design. 1 •ALUMINUM SIGN BACK STONE VENEER EXISTING RIGID SPACER SEE NOTE 6'·111/2" LOGO WIDTH ELECTRICAL DISCONNECT SWITCH MIN 10 ANCHORS PER LOGO LOGO ELEVATION VIEW 0.064• ALUMINUM Fill.ER GREY ACRYLIC OVERLAY ........._ WALL BUSTER P/4SSTHROUGH WHITE LED STRING DRAIN HOLE SECTION A-A 111·-1· ANCHORAGE NOTE: NOTE: ANCHORAGE LOCATIONS SHOWN ARE APPROXIMATE. ADDITIONAL ANCHORAGE POINTS MAY BE ADDED /45 NEEDED FOR SIGNAGE SUPPORT. SPACER NOTE: RIGID SPACERS SHAU. BE USED AROUND EACH MOUNTING BOLT. SPACERS SHALL BE SEATED AGAINST THE BACK OF THE SIGN AND THE FRONT OF THE PLYWOOD. WALL PENETRATIONS SHALL BE SEALED AGAINST WATER INFILTRATION. THE LITTERS SHAU BE ATTACHED TO THE EXISTING PLYWOOD BACKING USING LAG SCREWS OR WOOD SCREWS AS SHOWN. THE INSTALLER SHALL CONFIRM THAT THE EXISTING PlYWOOD IS AT LEAST 1/2" THICK AND SUITABLE FOR ATTACHMENT. SCREWS SHAU COMPLETELY PENETRATE THE PLYWOOD AND BE FIRMLY ATTACHED. DO NOT OVERTIGHTEN THE SCREWS. QUESTIONABLE SCREWS SHAU. BE REMOVED ANO REPLACED. NOTE: lliCTRICAL DETAILS ANO NOlli ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY. CORNERSTONE 15 NOT RESPONSIBLE FOR ELECTRICAL DESIGN. NOTICE OF RESPONSIBILITY: BY THIS DRAWING, CORNERSTONE ENGINEERING, INC. IS RESPONSIBLE ONLY FOR THE STRUCTURAL DESIGN OF THE LOGO ATTACHMENT /45 SHOWN. LOGO COMPONENTS ARE THE RESPONSIBILITY OF THE MANUFACTURER. CORNERSTONE IS NOT RESPONSIBLE FOR THE ADEQUACY OF THE ATTACHED-TO BASE BUILDING STRUCTURE. N 21 l2 ~ u 0 ;;, >-0 ., ~ i t: ~ ,3 1' 0 V, ~ 5' ~ ~ ~ " $ .. t; .. .; -~ "' ] ... l JAMES E. WRIGHT, JR. CA P .E. # 62520 GENERAi. NOTES: 1. All doslgl\ f>bricatiol\ insullation and construction shall conform to the following specffiations, unless specific.illy noted olhen¥is<! on the dmw,g: The Z019 C.Ufomia Building Cod• ""-ian lnstirute of Stool Construction. Inc Monuol of Stool Construction (13th Editioo). ""-ian Wokfong Socloty ANSVAWS 01.1 & 01.2 Structural Welding Codo -Stool or Aun • The Aluminum Assoaabon Doslgn Manual Z01S Edition. 2. Alf Cl>mpononlS sholf be OS listed bolow. w\less noted othefwtse: All structur>I ,luminum sholf be 6063-T,, 6061-T6. SOSZ·H32. 01 oq,"'- Mochonbl walf-.... wl be ins1alltd occorning 10 m,nulacru,... spocffiations. All ferrous •nd ~ferrous materiils SND be ,doqu,tely s,p.,r>lod IO p.-.,,,nt conusion. All bolts in contact with 1k.uninum ~ be golvanizod or stainless stool. S...,less steel bolts sholf be AISI »I or 316. -SIMI bolts shall be A3ZS 01 oquivolont. • All oxposod m,u,rials wD be proporly protoctod from weathenng i1nd/or conosion. 1. Alffiold-'dsshallbemodoby•weldo<C0<1ified in the spoofiod posrtion. 4. The •ttachmont has been dosignod IO -11 0 mph (3-soc gust) dosign wn:I spoods with • design pressu~ of 36.2 psi ,s po< ASCE 7-16 assuming E.,p C. Risk C.t U. 30" ht 5.oismic design w,s considertd ,s po< ASCE 7-16 ossuming Sds:0.7H, Ip: 1.0. and Site Class D--dofault. s. If OX1Sllng and proposod condillons -not .. dot.iiled in this dosign dr.,.;ng the -shall notify the eng,,_ immodiately. 6. If the integrity of the existing wal is sub- stand,n:I, the installer sholf notify the '"9"- -toly for n,-ooggn. 3/8" 0 !AG/WOOD SCREW INTO PLYWOOD (SEE NOTE) SEE ELEVATION VIEW FOR QUANTTTY POWER SUPPLY (REMOTE LOCATION) REQUIRES ACCESS FOR SERVICING 0.100" ALUMINUM SIGN BACK RIGID SPACER SEE NOTE 3/4" PLYWOOD SHEATHING DRAIN HOLE SPACER NOTE: RIGID SPACERS SHALL BE USED AROUND EACH MOUNTING BOLT. SPACERS SHALL BE SEATED AGAINST THE BACK OF THE SIGN AND THE FRONT OF THE PLYWOOD. WALL PENETRATIONS SHALL BE SEALED AGAINST WATER INFILTRATION. 0.064" ALUMINUM FILLER GREY ACRYUC OVERLAY SECTION A-A 1/8"•1" 36'-5 5/B" LETTER WIDTH "11N ◄ A~~6~N~~~~~ ~E~ ~. D, ~ U MIN 5 ANCHORS PER LETTER E MIN 6 ANCHORS PER LETTERS LITTER ELEVATION VIEW NOTE: ANCHORAGE LOCATIONS SHOWN ARE APPROXIMATE. ADDmONAL ANCHORAGE POINTS MAY BE ADDED AS NEEDED FOR SIGNAGE SUPPORT. I ANCHORAGE NOTE: THE LETTERS SHALL BE ATTACHED TO THE EXISTING PLYWOOD BACKING USING LAG SCREWS OR WOOD SCREWS AS SHOWN. THE INSTALLER SHALL CONFIRM THAT THE EXISTING PLYWOOD IS AT LEAST 1/Z" THICK AND SUITABLE FOR ATTACHMENT. SCREWS SHAU COMPLETELY PENETRATE THE PLYWOOD AND BE FIRMLY ATTACHED. DO NOT OVERTIGHTEN THE SCREWS. QUESTIONABLE SCREWS SHALL BE REMOVED AND REPLACED. NOTE: ELECTRICAL DETAILS AND NOTES ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY. CORNERSTONE IS NOT RESPONSIBLE FOR ELECTRICAL DESIGN. NOTICE OF RESPONSIBILITY: BY THIS DRAWING, CORNERSTONE ENGINEERING, INC. IS RESPONSIBLE ONLY FOR THE STRUCTURAL DESIGN OF THE LOGO ATTACHMENT AS SHOWN. LOGO COMPONENTS ARE THE RESPONSIBILITY OF THE MANUFACTURER. CORNERSTONE IS NOT RESPONSIBLE FOR THE ADEQUACY OF THE ATTACHED-TO BASE BUILDING STRUCTURE. N N 0 IQ ~ u ~ 0 ~ C ~ l 3: I! 0 0 ., ~ N "' 0 ,.. :::i (ll ·" 5 ~ ;,; ~ ;,; ;; ! ~ ] 0 JAMES E. WRIGIIT, JR. CA P .E. # 62520 GENERAL NOTES: l. All design, fabrlcaUon, Installation and construction shall conform to the lollowing specifications. unless specificalty noted otherwise on the drawing: The 2019 California Bulldine Code American Institute of Steel Construction. Inc Manual of Steel Construction (13th Edition). American Weldin& Society ANSVAWS 01.1 & 01.2 Structural Welding Code -Steel or Alum • The Aluminum Association Design ManUDI. 2015 Edition. 2. All components shall be as listed below. unless noted otherwise: • All structural aluminum shaQ be 6063-TS. 6061-TS, 5052-Hl2. or equal • Mechanical wall fasteners shall be Installed according to manufacturers specifacations. All ferrous and non-ferrous materials shall be ad~uately separated to prevent conosion. All bolts in contact with aluminum shall be c:alvanized o,-stainle:$$ stttl • Stainless steel bolts shall be AlSI 304 or 316.. • Steel bolts shall be A325 or equivalent • All vPoSed materials shaD be properly protected from weathering and/or corrosion. 3. AU field welds shall be tniide by a welder certified in the specified position. -4. The attachment has been designed to withstand 110 mph (3-sec gust) design wind speeds with a design pressure of 36.2 psf as per ASCE 7-16 assuming Exp C. Risk Cat II, 30' ht Seismic design was considered as per ASCE 7-16 assuming Sds-0.774. lp-1.0. and Site Class 0-defaulL 5. If existing and proposed conditions are not as detailed in this design drawing the installer shall notify the engineer immediatety. 6. If the integrity of the existing wall is sub- standard. the instaUer shall notify the engineer immediatety for re-de.sign. 3/8" 0 HILTI HAS-R 304 SS ANCHOR ROD WITH HILTI HIT-HY 270 ADHESIVE ANCHOR SYSTEM -SEE NOTE MIN 3" EMBEOMENT INTO BRICK (8) ANCHORS PER CABINET SPACED EVENLY AS SHOWN BRICK WALL EXISTING f-----------------------21'-31/2"CABINETWIOTH ALUMINUM EXTRUDED CABINET FRAME >-:c " w :,: :;; z iii < u ALUM BACKING PL TYP EA ANCHOR SECTION A-A l"•l'-0- APPROX ANCHOR LOCATIONS §§~WD6~ ~~~u~ CABINET ELEVATION VIEW N TE: A~HORAGE LOCATIONS SHOWN ARE Al'l'ROXIMATE. ADDITIONAL ANCHORAGE POINTS M6Y BE ADDEO AS NEEDED FOR SIGNAGE S(jpPORT. ANCHORAGE NOTE: TIE SIGN CABINET SHALL BE ATTACHED TO THE EXISTING BRICK USING (8 3/8"0 HILTI HAS-R 304SS THREADED ROOS WITH THE HILTI HIT-HY 270 A HESIVE ANCHORING SYSTEM. ANCHORS SHALL BE EMBEDDED INTO T E BRICK A MINIMUM OF 3°. HILTI HIT-IC INSERTS OR HIT-SC SCREENS SHAU BE USED IF NEEDED. ANCHORS SHALL BE AT LEAST s• FROM THE EOGE OF THE BRICK OR FROM AN OPENING OR EXPANSION JOINT. ANCHORS AND ADHESIVE SHALL BE INSTALLED FOLLOWING HILTI Sl!ECIFICATIONS WITH PARTICULAR ATTENTION GIVEN TO HOLE PijEPARATION AND CURE TIME. THE INSTALLER SHALL INSPECT THE Elj!STING BRICK FOR CRACKS OR OTHER DEFECTS. DO NOT INSTALL ANCHORS INTO QUESTIONABLE WALL MATERIAL NOTICE OF RESPONSIBILITY: BY THIS DRAWING. CORNERSTONE ENGINEERING, INC. IS RESPONSIBLE ONLY FOR THE STRUCTURAL DESIGN OF THE CABINET ATTACHMENT AS SHOWN. CABINET COMPONENTS ARE THE RESPONSIBILITY OF THE MANUFACTURER. CORNERSTONE IS NOT RESPONSIBLE FOR THE ADEQUACY OF THE ATTACHED-TO BASE BUILDING STRUCTURE. en 0: 0 ;.; u " e 0.. JAMES E. WRIGHT, JR. CA P.E. # 62520 0 u " " -" en ;; 'ii en James Wright Jr.Digitally signed by James Wright Jr. Date: 2022.05.23 15:48:37 -04'00'GENERAL NOTES: 1. All design, fabrication, installation and construction shall conform to the following specifications, unless specifically noted otherwise on the drawing: The 2019 California Building Code American Concrete Institute Building Code Requirements for Reinforced Concrete (318-14). American Institute of Steel Construction, Inc Manual of Steel Construction (13th Edition). American Welding Society ANSI/AWS D1.1 Structural Welding Code -Steel 2. All steel components shall be as listed below, unless noted otherwise: All rolled shapes, plates and bars shall be ASTM A36, or equal. All pipe shall meet the requirements of ASTM A53, Type Sor E, Gr B, or ASTM ASOO, Gr B. All structural tubing shall be ASTM A500, Grade B, or equal. All bolted connections shall be made with ASTM A307 Bolts and shall be installed as per AISC Specifications. All anchor bolts shall be ASTM A307 Gr C or ASTM F1554 Gr 36 and shall be galvanized and installed as per AISC Specifications All exposed materials shall be properly protected from weathering and/or corrosion. 3. All field welds shall be made by a welder certified in the specified position. All welds shall be made with E70XX electrode, or equal. All welds shall be made in a sequence that will balance the applied heat of welding while the welding progresses. 4. All concrete shall have a minimum compressive strength at 28 days of 2500 psi. Signage may be installed on the structure after a minimum curing time of 7 days, provided the curing process has been properly maintenanced in accordance with ACI 318-14. 5. All reinforcement steel shall have a minimum yield strength of 60,000 psi and shall conform to ASTM A615. All reinforcement steel shall be placed in accordance with ACI 318-14. All reinforcement steel shall be provided with a minimum concrete cover of 3" when concrete is cast against earth. Reinforcement steel shall not be 'tack' welded at crossing points. 6. The structure has been designed to withstand a 110 mph (3-sec gust) design wind speed with a maximum design pressure of 27.7 psf according to ASC E 7 -16. (Exposure C -Risk Cat. 11) Seismic design was considered as per ASCE 7-16 assuming Sds=0.78, lp=1.0, and Site Class D-default. 7. The foundation has been designed assuming the following average soil conditions: Allowable Lateral Bearing Pressure of 150 psf/ft (This value is used for cube and auger footings.) The soil allowable is multiplied by two for isolated footing as per IBC 1806.3.4. 150 psf/ft corresponds to sand, silty sand, clayey sand, silty gravel, clayey gravel or equal. If soil conditions other than those assumed are encountered (including soft soils, unstable or collapsing soils, expansive soils, organic materials, groundwater, adjacent utilities, or any other condition of potential concern) cease excavation immediately and contact Cornerstone so that the foundation design can be re-evaluated. If the structure is to be located in the proximity of a building or any other structure, Cornerstone shall be contacted prior to installation to evaluate any potential impact on the adjacent footings. If the structure is located on the side or top of a slope in excess of 3:1, the installer shall contact Cornerstone for re-evaluation. The foundation shall not be placed in or near a fill slope without Cornerstone's approval. All concrete shall be placed in direct contact with undisturbed soil. There shall be no backfilled soil placed in or around the foundation without written approval from Cornerstone. 8. Cornerstone is in no way responsible for the safety of the work site during installation. The installer shall take appropriate measures to make sure that the installation of the foundation and the erection of the structure is performed using methods in compliance with applicable OSHA regulations. 9. If existing and proposed conditions are not as detailed in this design drawing the installer shall cease work and notify Cornerstone immediately. Cornerstone will not be performing on-site inspections or verification of conditions. It is the responsibility of the installer, the structure owner, and the property owner to identify the on-site conditions and to contact Cornerstone with any discrepancies or concerns. It is the owner's responsibility to locate and mark all underground utilities. 10. Any deviation from these plans or non-compliance with the general notes without written approval from Cornerstone will render the entire design to be void. I-I ~ N w ....._ I ... N -' N -' ~ w > 0 N ....._ ... N ....._ ' m m ... i:o ' N • HSS 2 X 2 X 1/8 SUPPORT COLUMN STEEL II I I II I I _1111 I . 3'-0" 2'-1 1/2" SECTION A-A 3'-0" 3'-0" ELEVATION VIEW b ' ... m 1/2"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR (6) W/ 4 3/4" EMBEDMENT 3'-0" 1/2"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR (6) L2 X 2 X 1/4 STEEL BASE FRAME WELD TO COLUMN HSS 2 X 2 X 1/8 SUPPORT COLUMN STEEL L2 X 2 X 1/8 STEEL BASE FRAME WELD TO COLUMN 1/2"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR (6) W/ 4 3/4" EMBEDMENT INTO FOOTING GROUND #4 BARS@ 12" CIC FRONT & REAR FACES 1111 CONCRETE FOOTING #4 BARS @ 12" C/C FRONT & REAR FACES CONCRETE FOOTING FOUNDATION PLAN VIEW ANCHORAGE NOTE: THE BASE OF THE SIGN FRAME SHALL BE ANCHORED TO THE CONCRETE FOUNDATION USING SIX ANCHORS AS SHOWN. ANCHORS SHALL BE 1/2" 0 HILTI KB3 EXPANSION ANCHORS WITH A 4.75" NOMINAL EMBEDMENT INTO THE CONCRETE. ANCHORS SHALL BE AT LEAST 3" FROM THE EDGE OF THE CONCRETE. ANCHORS SHALL BE INSTALLED FOLLOWING HILTI SPECIFICATIONS. I-I ~ N ....._ w ... I N -' N -' ~ w > 0 N ....._ N ... ' ....._ m m ... i:o ' N r7 HSS 2 X 2 X 1/8 SUPPORT COLUMN STEEL L2 X 2 X 1/8 STEEL BASE FRAME WELD TO COLUMN 1/2"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR (6) W/ 4 3/4" EMBEDMENT INTO FOOTING GROUND 11 II I I 11 II I I #4 BARS @ 12" C/C _I 11 .. -I FRONT & REAR FACES .... . ., .. ,. CONCRETE FOOTING SIDE VIEW NOTICE: CORNERSTONE ENGINEERING, INC. IS RESPONSIBLE FOR COLUMN AND FOOTING DESIGN ONLY. SIGN CABINET COMPONENTS AND ATTACHMENT ARE THE RESPONSIBILITY OF THE SIGN MANUFACTURER. +-' ..c: .Q1 N Q) 0 I 0\ t--~ C'l ~ ro C ... ,._ Q) 0 ~~ > ~ 0 ~~ ro = u 0~ T"" I ""O~ ~ ~ M ro C, ' @ ..0 Vl N -;:: 6,:: z~ C ro 0 .Q1u u.. C,2 Cl --~ VI UJ CZl ~ Q) c:: ro ~ +-' ~! C ,._ UJ 0 0 c:: ·.;::::; z 0.. u CZl -Q) Q) ~ :-;:::: ,._ E-< ::r: 0 0 E-< .-<;::: 0 ""O Q) < ~ ro Vl ..0 ro ~ ;::l Vl a.. en. -;:: ... ro """" "' a.> u """" ~ """" '+-l.t"l 0 0 N Vl Ir) :::, >< Q) _J N N 0 Vl N cr:: ......... M ... u ~ ...... 0 Ln >, 0 ... cc C: ,._; ~ w (I) co ..... (I) ,._ co ..c: 0 0 Vl co er:: 0 N T"" ... I 0 co ... N M II N I.O N :::!:. <( '#:° u M ..... '#:° u w (I) O") 'o' ~ co .... u c.. 0 V) JAMES E. WRIGHT, JR. CA P.E. # 62520