Loading...
HomeMy WebLinkAboutPS 15-50; FEDEX; Sign Permits/Programs (PS)(' City of Carlsbad REVIEW FOR SIGN PERMIT P-11 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.gov PLANNING APPucAT10N #_ ..... fS __ l _&;_-_S_o __ REC'D BY ~ DATE q::t,-l'? SIGN FEE ______ ~--~a...,, _____ _ SIGN PROGRAM FEE ________ _ RECEIPT NO. ___________ _ 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). 8. 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. ""'-'-'-__,;;-"-"'==:;.;..:...:=~..--====--=;.:..;ri:.;::;o.:..r ~to~4..:.:::.;::;0=0..a:::.:.a.m.;.;.;;. Average processing time: 2 weeks Name of Project: -----:::=---"'------------,,.,,....--------r----------- Add ress of Project: _______ .;.....L_:_::_._.....__,__+----~_;;:;;;...._ _______ _ Assessor Parcel Number: _.....__.. __ .__ _ __,.,,......,;a. __________________ _ 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 U) Produce Stand (k) Nursery ( c) Office/Industrial (f) Prof. Care (i) Public Park (I) P-U/OS Zone SIGN PROGRAM AND/OR SPECIFIC PLAN CRITERIA YesO No~ Specific Plan Number ____ _ VILLAGE REVIEW AREA (If yes, please complete information on page J) Yes D SOUTH CARLSBAD COASTAL REVIEW AREA Yes 0 SIGN ORDINANCE: Yes O No 0 NoO NoO COASTAL ZONE: NoJ\ p r-ev ( 0 U.S Pago1 of4s i q hsoo-O er:ov~: 1&13 ~ er / Ps oo-c.+5 YesO P-11 EXISTING SIGNS: TYPE NUMBER SIGN AREA SIGN HEIGHT Pole Monument I Wall I 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 SIGN SIGN SIGN ALLOWED PROPOSED AREA SIGN AREA HEIGHT HEIGHT Pole .. tn!{'Oa c V-11 ,-1 • I eontfi I Monument** .fl) ~ lJ'~ --s'-I JY (r. l -~()~ 'j .-1 I ,L dJ .?-fr: 3!o I I Wall ,-~( Suspended/Projecting Directional 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 reql.llired for such proposed signs. P-11 Page 2 of 4 Rev. 10/13 I . SITE PLAN · REQUIREMENT APPLICATIONS ,; .. . - MONUMENT, AND FREESTANDING ' I • ... • ', p I~ ~. ~ ;t t-t' •'l"'f .. , . l ! 21.41.080 Sign design_ standards -· " Relationship ta Streets: Signs· shail ~e desig11~d and located so as not to interfere with the -:-: ~-f • uriobstructed clear vtew of· the public right-of-way ·and nearby traffic regulatory, signs of any .. ' ·l pedestrian, bicyclist or motor vehicle driver. Slgbt Distance: No sign or sign structure shall be pl~ced or constructed so that it impairs the sight distance requirements at any public or private street intersectton or driveway. ' EXISTING SIGN PROGRAMS OR SPECIFIC PLAN SIGN CRITERIA Total Building $quare F:ioiage: ~ AX. lO q·, ~0.1" ft. : · Total Building Street Frontage: ~ linear ft. · Total· Slgnage Allowance: :J. D · · _. s<y ft. _ · Exi_sting· Slgnage (sq. ft.): ~ l:TjDlllfi:W. ft. Remaining_ Sign Allowance at Present: == · sq, ft. Proposed Signag~ (sq. ft.): .,._ ...... ~-=c-, ________ -----:--sq. ft. _ ~-~emaining Sign Allowaoce.AfteLeroposed. Sign: --~ sq. ft.- VILl!.AGE REVIEW AREA Total Signable Area: ________ sq. ft. Total Signable Area Length: sq. ft. Total Signable Area Height: sq. ft. Total Projection from Wall Face: inches P-11 Page 3 of 4 Rev. 10/13 ""f PROPERTY OWNER NAME PRINT OR TYPE MAILING ADDRESS 2. l s . CITY STATE ZIP TELEPHONE I CERTIFY THAT I AM THE LEGAL OWNER AND THAT ALL THE ABOVE INFORMATION IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE. 7:>R.. ~ a tt a ch.-e_ cJ SIGNATURE DATE PLANNER CHECK LIST: 1. Field check by planner. 2. Within maximum length, area. 3. Style consistent with Sign Program an APPLICANT NAME PRINT OR TYPE TI AM THE REPRESENTATIVE A.11-Ll,..,.L OWNER AND THAT ALL THE RMATION IS TRUE AND CORRECT ST OF MY KNOWLEDGE. L.f. 2'6. /5 DATE 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: C!.JMLl )J.(!):j;c Date:'5-9 -15 P-1 1 Page 4 of 4 Rev. 10/13 Page 1 of 2 Dafne Serdio From: WILLIAM LEONARD [desertwml@gmail.com] Sent: Thursday, March 08, 2012 5:02 PM To: Dafne Serdio Subject: Re: CLDCE: FedEx Ship Center Proposed Improvements (Approval letter) Follow Up Flag: Follow up Flag Status: Completed To: Federal Express Corporation: Attn: Debra Arnett c/o Dafne Serdio, Bergman Architecture In reference to your letter dated March 8, 2012, addressed to Landlord (which was sent to Landlord by Dafne Serdio together with her e-mail of today, March 8, 2012), Landlord hereby gives permission for Federal Express Corporation to do those renovations at Landlord's Carlsbad/FedEx facility as more specifically described in Debra Arnett's above letter, provided Federal Express Corporation does so in accordance with all applicable laws, ordinances and regulations, and is otherwise compliant with all the terms and conditions of that certain Lease Agreement dated May 11, 1999, between Landlord and Federal Express Corporation. Good Luck with your Renovation Project! Sincerely, William M. Leonard, Co-Trustee & William Michael Leonard, Trustee On Thu, Mar 8, 2012 at I :38 PM, Dafoe Serdio <DSerdio@thebergman.com> wrote: m i·fisli#OH Bill, I'm sending you the initial letter of approval, drawings, and photographs for the proposed improvements to the Shipping Center. Please email us the signed approval letter to dserdio@thebergman.com at your earliest convenience and mail the original to our office located at 2121 S. Haven Ave.1\- 4/13/201 2 Page 2 of 2 ~ Ste. 200, Ontario, California 91761. 'J lr If you have any questions, please contact me. Dafne Serdio Architectural Project Coordinator D I 909.923,6882 F / 909,923.6929 Bergman Architecture: T / 909,923.6093 -2121 S. Haven Ave., Ste. 200, Ontario, California 91761 dserdio@thebergman.com www.bergmanarchltecture.com constmoUon I davetopmont $GfViOOS I archJteck.lro I r3$ 0 callfomla I coloredo / g&Otgla /flor1ds thong kong MN.ff This electronic message Is the property of The Bergman Companies end Is intended only for the use of Its Intended reclplents. Receipt of thls message by an intended recipient does not imply consent for the recipient's use of any intellectual property It contains. If you are not an Intended reclplent, any use or distribution of this message or the Information 1t contains is strictly prohlblted. Please note that effective immediately, my new email address is as follows: DESERTWML@GMAIL.COM 4/13/2012 } (' AJLLAWA¥ ENGINEERING PROJECT: FEDEX SHIP CENTER, · PROJECT#: 8209 CLIENT: SIGN RESOURCE 9'-6" 8'-10" .. .. .... .. 4 ., 4 .. l 2'-0" DIA. l 'I 'I C) ELEVATION GENERAL NOTES 1. DESIGN CODE: CBC 2013 2. DESIGN LOADS: ASCE 7-10 3. CONCRETE MIN. 2500 PSI 4. WIND VELOCITY 110 MPH EXPOSURE C 5. TUBE STEEL ASTM A500 GRADE B, 46 KSI 6. ALUMINUM EXTRUSION 6061-TS 10815 RANCHO BERNARDO RD., STE. 260, SAN DIEGO, CA 92127 PROJECTMANAGER@SUUAWAYENG.COM PHONE: 1-858--312-5150 FAX: 1-858-777-3534 DATE: 1-14-15 ENGINEER: MTV PAGES: HSS 3 ½x3 ½x3A& 1'-4~" l 4 9f" l " 4 " .,, .,, ©) ©) D C 0 ,-... ..... ©) ©) ¾"x1'-4 ¾"x10" STL. PLATE W/ (4) ¾" DIA. THRU-BOL TS ED MATCH PLATE DETAIL 7. PROVIDE PROTECTION AGAINST DISSIMILAR METALS 8. BOLT STEEL ASTM A307 9. PLATE STEELASTM A36 10. LATERAL SOIL BEARING PER CBC CLASS 5 (100 PCF) PROJECT: Fedex PROJ. NO.: 8209 CLIENT: Sign Resource 10815 Rancho Bernardo RD., SD, CA 92127 projectmanager@sullawaycom Phone: 858-312-5150 Fax: 858-777-3534 DATE: ENGINEER: 4/15115 MTY V2..7 building code; CBC 2013 units; pounds, feet unless noted otherwise Applied Wind Loads; from ASCE 7-10 F=qz*G*CtA, with Qz = 0.002561<zl<zt~if (29.3.2 & 29.4) Ct= 1.417 (Fig. 29.4-1) max. height= 5.3 Kz1= 1.0 (26.8.2) (=1.0 unless unusual landscape) l<z= from taple 28.3-1 ~ 0.85 for signs (table 26.6-1) V= 110 mph ' G= 0.85 (26.9) s/h= 1.000 8/s= 1.66 Pole structure height at pressure Loads component section e.g. Kz Qz q/G*Cr 1 2.665 0.85 22.38 26.96 sums: for s/h=1, add 10% (asce fig. 29.4-1 ): X 1.10 Exposure= ~ 47.1 47.1 weight= Moi_= shear 1269 1269 C 0.471 0.00 Wind kips k-ft MomentMw 3381 3.38 (M,.,) k-ft 3.72 arm= 2.67 Pu= 0.56 kip M.,=sqrt(1.2MDL 2+1.6Mw2)"' 3. 72 k-ft Ma 3.72 k-ft M=sqrt(Ma_2+M., 2) Pole Design section; tube Mu~ ,j,M,, with M,, "' fyZ fy= 46 ks! t= 0.9 H Mu(k-ft) Z req'd. (In) Slze(ln) t (in) z at grade 3.7· 1.08 3.5 0.188 2.8 Footing Design footprint: round 0)-1.3 P= 0.99 S1= 410 A= 2.83 (CBC 1605.3.2) kip CBC Table 1806.2, sections 1806.3.4, 1807.3.2 S1 = S x d / 3 A= 2.34 x P / (S1 x b) d ==0.5xA (1+ (1+4.38x h/A) ".5) CBC 1807.3.2.1 footing: 2' -O" dla. 4' -.,, deep ~267 IUllA.WA¥ 10815 Rancho Banardo RD., SD, CA U N.O IN 11:l!·,R l·N C:i 92127 projectmanager@sulawayeng.com PROJECT: Fedex DATE: 4/15/2015 PROJ. NQ.: 8209 ENGINEER: MTY CLIENT: Sign Resource building code; CBC 2013 units; pouncis, feet unless noted otherwise Applied Wind Loads; from ASCE 7-10 PrwtfA Kzi I Pne13o (ASCE 30.5-1) i= 1.21 (ASCE Fig. 28.6-1) Kzi= 1.0 (unless unusual landscape) I= 1 for structural category II V= 110 mph Exposure= C Area= 47.1 tr max. height= 5.3 max Pnet30= 19.61 psf Poet= 23.73 min Pnei:ro= -24.86 psf Pner-30.08 For inside attachments use 10 psf min. Pnet= 10 r Check Plate: Fl,'.: 36000 e!i t= 0.75 H $= 0.9 M= 3700.0 ft# ea. Tu= 3171 # ea. Mn= 22200 in# Zreq'd= Mn/q,Fy 0.68519 Z= btA2J4 1.30078 ok · Check Conn. 3/4" Thru-Bolts: Tu= 3171 # ea. (factored} Tc= 14900 # ok Vu= 35 #ea. (factored) Ve= 7950 # ok unity check: 0.21728 < 1 ok '\ -;· , - ~.&xi= 5_:-9-!S • FEDEX EXPRESS CLDA 2495 FARADAY AVE. CARLSBAD, CA 92008 800-423-4283 " ,, ,, L ,_ Q) +J C Q) u a. ,.. cpmmm TOP SECTION VIEW ~ ~llfE PCEIIIII' FRONT SECTIOO VIEW It-rt CBl[TSIZ[ I I r~ +--+ I I +Ill~ 2)71i t Li§ lh ~ [P) (C(@ ~(@[r I I I al al I I I . I FRONT \'1EW q. 6 r 1r ·~-SECTION VIEW r~ ·11= 111 r-m '1~ --· ·Hll"1fm -1 l_Llr;~ RIG-IT VIEW 4 la\ Slg~rce P.O. Box 548 -Maywood CA 90270 ID> 4~ -32J 771-2098 -Fax 32J 560-7143 Webelte: ~ CABINET LAYOUT ~ ,..- '!~ I ., .l 0 ., .l 0 t-11(-1 TOP VIEW _,,,.. BACK CABINET FRONT VIEW -12'--o" -10" I \ ~o ~) ~ < r L 0 r L -~ 1-r-.-r 2'-'1' I _I I • §[h~[P) (C~[nl[L(el[F~ L; I , FRONT CABINET FRONT VIEW -¾~ SIDE VIEW fir k SIDE VIEW _@)rce P.O. Box 549 -Ma)wood CA 90270 800 4~ -323 771-2098 -Fax 323 560-7143 Webelte: ~ BY -.anoi·.~ -f -+ .... , ~ ~ ,., /" tFl ~ scJ~E,~,t~·-o• 10" T ~ 1N' ~lj,I ~'(..~ ~ ~/rlWS ~ OI ~ 2%" « scm~r 1~$~:o• J D 6 -llf~2~~~ 1J ~ ![ ! 16 1'--6" --~-,--\ ,_ \ -\ I . llm' ,, L___ _ , \ \ '. -7 ~-/ ~ fr ', 1•· ----. --_ ~ --LED _QA.RD R61'7, PlJAIL 10 ~~o~ ~-6. _@)rce P .0. Bax 549 -Maywood CA 90270 BOO 423-4283 -323 771-2098 -Fax 323 560-7143 Web&lta: wn.Slgrneaurce.can THIS SIGN IS INTENDED TO BE INSTAl.lED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTlCLE 600 OF THE NATIONAL B.ECTRIC CODE ANDIOR OTHER APPLICABLE LOCAL CODES. 1HIS INCLUDES PROPER GROUNDING AND BONDING OF TI-IE SIGN.