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Home My WebLink AboutPS 11-25; Bob Baker Fiat; 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 ,Js 11-:rs- • All plans submitted for sign permits/sign programs shall consist of a min1mum 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: f:ob &=tk:er Et'tt·1: ADDREss oF PROJEcT: 55\':) C{\Y Country ~ccwls\TA.cL ASSESSOR PARCEL NUMBER: ·:r I J -0 ~0 -I 0 RELATED PLANNING CASE NUMBER(S): ---------------- TYPE OF DEVELOPMENT: .J,al.., Residential /DW Commercial (c) Office/Industrial SIGN PROGRAM AND/OR SPECIFIC PLAN CRITERIA (d) Hotel/Motel (e) Service Station (f) Prof. Care (g) Theater (h) Gov't/Church (i) Public Park U) Produce Stand (k) Nursey (I) P-U/OS Zone Yes~ NoD Specific Plan Number CN Ctil/t.Ar<:y VILLAGE REDEVELOPMENT AREA Yes0 No;z{ Requires VR Approval P-11 Page 1 of 4 Revised 07/10 I SIGN ORDINANCE: Yes0 COASTAL ZONE: Yes0 EXISTING SIGNS: TYPE Pole Monument Wall Suspended Directional Canopy Freestanding (Project Identity) NUMBER SIGN AREA SIGN HEIGHT PERMITS ISSUED FOR EXISTING SIGNS: Yes0 NoD Date ______ _ PROPOSED PERMANENT SIGNS: MAXIMUM NUMBER MAXIMUM PROPOSED MAXIMUM PROPOSED TYPE NUMBER SIGN SIGN SIGN ALLOWED PROPOSED AREA SIGN AREA HEIGHT HEIGHT Pole** ·~Ufi!all-....i** ,j_ j__ I 7~W?J. tj 34 .Lf ,, L;} / Wall N/A 0 16?S -~l '71 tJ/A ?, "II 1/4; n I Suspended I Directional Canopy ~ Freestanding .. (Project Identity) PROPOSED TEMPORARY SIGNS: MAXIMUM NUMBER MAXIMUM PRODn"',....., MAXIMUM PROPOSED TYPE NUMBER ~ SIGN SIGN ALLOWED PROPOSED -sfGNAREA HEIGHT HEIGHT Construction** --~ For Sale** ------B~ ~ **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 Revised 07/1 0 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. Show building Is Show all property lines PfL cmb line PfL : • • '----.l • • • • • I e I : I • • • ' . ' . • • • • • • • • Sight Distance Requirement l I • : I • : I • • : I I Show setbacks from all cmbs -~--- Sight Visibility 21.41.080 Sign design standards Street N ame(s) I I (i) North 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 STREET FRONTAGE '-/ b-ff er~ L/1::/ vz= ~c?-'~ TOTAL SIGNAGE ALLOWANCE EXISTING SIGNAGE (SQ. FT.) REMAINING SIGN ALLOWANCE AT PRESENT PROPOSED SIGNAGE (SQ. FT.) sq. ft. --.4-fi:::::::::..... _____ sq. ft. Cf.~'dltt 37 Jlf 1 <../3. zs sq. ft. sq. ft. REMAINING SIGN ALLOWANCE AFTER PROPOSED SIGN_--=~~~·1L..l(V~---sq. ft. P-11 Page 3 of 4 1 5'. Q '-( ¢ Revised 07/10 Is '-tfo F~e-t of Fi~e 4 PROPERTY OWNER APPLICANT NAME (PRINT OR TYPEb NAME (PRINT OR TYPE) I 0 t s ~e~t troRrrt~es, A Ltd. tft~rshp "' 1 V'"t'S EYC!, ( e am y nterprises, llt¥nn'-! De(trt tfc s· flLc.l 1\1(] General Partner ~AlLING ADDRfeS1 MAILING ADDRESS I "-! 9 Camino e a Reina, Ste. 1100 1020 Lindo, Ui~ on CITY AND STATE ZIP ~ELEPHONE CITY AND STATE ZIP TELEPHONE San Diego, California 92108' sc~\'\ \ll(\V''( 03 OA (led.) T__?X:_, (619)297-1001 I CERTIFY THAT I AM THE LEGAL OWNER I CERTIFY THAT I AM THE REPRESENTATIVE AND THAT ALL THE ABOVE INFORMATION IS OF THE LEGAL OWNER AND THAT ALL THE TRUE AND CORRECT TO THE BEST OF MY ABOVE INFORMATION IS TRUE AND KNOWLEDGE. CORRECT TO THE BEST OF MY KNOWLEDGE. R:ber:tJ. Baker, ~anaging M~ber ·~ (\ ',f 1 _____, ' .4\ CG--j Lr)J-{v~-~~&/ id..-~ 03/08/11 ~ SIGNATUt (;1 J DATE SIGN T RE 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 appmved mute co~z: _, APPROVED: Planner: /. ?~-=__.=-Date: i-//-(/ P-11 Page 4 of< Revised 07/1 0 1,. -'0 " I 0 <, ~ !l. -h 0' ) ~ ~ -c-h l \./' -1 ~ \il ~ I ., \5 r ( ~ .., '(J ~ ) Mitsubishi r>I.JT' V~ 111··-------'•'1"'-'-.M-------""'! ..... . ........... ~I i 1111111 .. ~ .· ~111111111~ Cadillac z..: 'it .v q)'..J 'I )'.o >l·> 68 .. b- .jJJ.J UAJIJJA{,. ~W" oF Pftrri.,._ r,6" X l.. o/t-F =-7 I t.f. ~t: ~16JV/I{;IS' . {:>6¥1.-~ Sales-4242 s.f. x 60/1000 s.£.=2 Service-8900 s.f. x 60/1000 s.f. 5 TOTAL 789 Sales 3372 s.f. x 60/1000 s.f. = 202 ADT 60/1000 s.f. = 462 ADT Service 7700 s.f. · x TOTAL rn DEARDORFF &l DEARDORFF f11·~··"· . 1 ~·,.:.:_~ 1.1111 ) 664 ADT TRAFFIC VOLUME MAP Mitsubishi & Cadillac Sites PUNT o COCK, INC, .......:x&TUt\.III.IL I l,lriTI.AUI':XSJ ... nM U..IN::I Ytc.a. 11CLL &IotTI IU, c..o.......-...a. c.J. UOM I ! II i: I : ~~~ I I I i : ,, City of Car 1 ~bad Farada)' Center· Farada·, ;,, :;:;: ing 001 11UAbu! ~ ' :!3/2011 ]2 \~eel, Mdr i,~J, 2011 ;JC). 46 AM Rec~ipt Ref Nbr: R1106B01-1/0005 PERMITS -PERMITS Tran Ref Nbr: 110680101 0005 0005 Trans/Rc[Jt#: R00835i-l8 SFT #: PS 110025 -~fli~l<fit: Item Subtota 1 : Item Tot a 1: ITEM(S) TOTAL: Check (Chk# 012654) Total Received: Have a nir:e day! 1 @ $56.00 $56.00 $56.00 $56.00 $56.00 $56.00 ** . ·~***CUSTOM~R COPY************* City of Carlsbad 1635 Faraday Avenue Carlsbad CA 92008 11111111111111 ~1111111111111111111111111111111111111111111111111 Applicant: WESTERN SIGN Description Amount PS110025 56.00 5515 CAR COUNTRY DR CBAD Receipt Number: R0083508 Transaction ID: R0083508 Transaction Date: 03/09/2011 Pay Type Method Description Amount Payment Check 12654 56.00 Transaction Amount: 56.00 ~-·.··· .. ~,~~~~ ''·~~· ..-- 7.. / j . ~/0/1; Gl/~/ ffliS /CJC?~f c?. t' ~ ~ 1/V?-r: _johrt ~~~~ ~+he- + principle n1_ -·'":'".: ~'::'7'~-:7:~_":'"--:"~'":-.... :··-·.-.,. ~·-· -' FS J/-z__c;-,_ - r· f! -~~·=-; 1 D!'~~~ --l :.'Llc:')l'.llNG ~~ F ,/ :;} , •.. ··'ll:h··.--.. I l . _,. .. lu Bob Baker 5515 Car County Drive Carlsbad, CA February 22, 2011 *See floor plan for wall sign placement. T principle ki_ ... ,_,_, __ ,_,_ 2060 Lak<sld• C<ntr< Way Knoxville TN 37922 865 . 692 . 4058 www.prlncl)>le"9rO<Jp.us.com Of"ffiKtrti)Jt11 ...... ~=: .. ~=~c..-.... ..., ........ , .. ._..., ..... ....... _....,,.._."_.,.. .......... . tot~•"*"*'""-"c--..... Aerial Photograph Revision #: 1 Address: 551 5 Car County Drive Date: 2-22-11 City, ST: Carlsbad, CA Designer: RDR Dealer Name: Bob Baker Date Completed: Site Address: Contact: Jurisdiction: Zoning: Application Fee Time Frame Drawings Required Owner Authorization Licenses Obtained in Person Permit for Refacing Variance Process Time Frame Square Footage Allowed Method of Measurement Sq Ft Transferable Street Frontage Required Total# Wall Signs Maximum Height Illumination Allowed Raceways Required t principle 11i_ ... , ..... , ..... ,,_,__,..,....._,~ Site Information 211/2011 5515 Car Count!1 Drive Carlsbad, CA 92008 Gina 76CH)02-4610 C-2-Q Ci!Y of Carlsbad Permitting Based on the size of the sign 3 weeks site Elan1 elevation and detail drawings, SEDs ves contractor and electrical ves ves ves 10-12 weeks Attached Signa 2 sf Eer linear foot of building frontage for all signs on lot smallest rectangle ves no no limit-sta~ within aggregate nte roofline yes no 2060 Lakosldo Contro Woy Knoxvil~. TN 37922 865 • 692 . 4058 www.princlplt"'9roup.us.com CWYitilfl'Cilt11 ... ..,~=: .. -:=-~~ ................. " ....... -..... ........ __ ,__...,._ ......... . .. .-..~ .... ,e.......-- Code Check Freestanding Sign Square Footage Allowed 2 sf Eer linear foot of buildilng frontage, aggregate for all signs I Number Allowed 1; extra sign allowed if more than 1 franchise located on lot I I I Maximum Height Monument-8', E~lon-height of building, nte 35' Illumination Allowed yes I I Distance Between nla Wind Load on_ _....-:_ ~ Setback ( 1 f/from driveway or curbline ' ./ Dlrectlonala Square Footage Allowed 6 sf Number Allowed 3 ~r entrance Maximum Height 4' above grade Illumination Allowed yes Count Towards Aggregate no Logo Allowed yes Permit Required yes Notes Revision #: 1 Address: 5515 Car County Drive Date: 2-22-11 City, ST: Carlsbad, CA Designer: RDR Dealer Name: Bob Baker CD -See aerial for ground sign placement. t principle ii~-.,.,_,_, __ ,_,_ 2060 Lakeside Centre Way Knoxville, TN 37922 865 • 692 . 4058 www.prlnclple""9roup.us.com ~--------~ /y ----------..... ""' ' " ' ' / ',, " ~/-'',·,~ --~-, '·, I I /. ./ / ----~ / / ====·===- Revision #: 1 COI"YYIIHTC)lt11 -~"":J:!:::.· .. t;.,=--=-___ .,. ........ 4 ....... -.Jif ... ...... ----~"~ ......... . __..._..,.....~,~ ... ......... Date: 2-22-11 Designer: RDR Floor Plan ~ re , , __ .. Q Address: 551 5 Car County Drive City, ST: Carlsbad, CA Dealer Name: Bob Baker principle t :.~ IIR_ ... 1_1_1 __ 1_1_ ~ .;. "' ~ r-.. c:, 2060 L..lkeside Centre Way Knoxville. TN 37922 865 . 692 . 4058 www.principle..group.us.com COf'!lliHTCin11 ................ -~ ........... ~_. ... ,.,.. ..... ~ ..... ..., ......... ~ ...... ..,.., .... ....... ..... _,_,.,_ .... .....,..,. ..,_.., . ....,,... .. ~ .......... 79'-0" 25'-4 v.· Revision #: 1 Date: 2-22-11 Designer: RDR Elevations Scale: 1/16"=1' Address: 5515 Car County Drive City, ST: Carlsbad, CA Dealer Name: Bob Baker CD . . l .r pnnc1p e wa_ .,.,_,_, __ ,_,_ ~ ~ co c:, ~ c.) I 2060 Lakosido Contro W•y Knoxville TN 37922 865 0 692 0 4058 www.prind~roup.us.com 3'-7'1•' 2'-8 '/•' v- l~mTt Fiat 12' Totem 43.25 Square Feet Scale: 3/8'= 1' COP'YIMfCT~Jt\1 ..... ":::!~·:::.=.-;.::-:-c.ow-............... -' ....... -..... ..... -------· .... -· .. _. ........... .,'-_ ........ Revision #: 1 Date: 2-22-11 Designer: RDR -Logo to be .118' formed face with screen printed vinyl on first surface. -Panels to be .125' curved aluminum cladding -Base to have .125' aluminum reveal -Sign illuminated with three (3) F36/T12/DL!HO fluorescent lamps II PMS 7427 Q Aluminum Address: SS 1 s Car County Drive City, ST: Carlsbad, CA Dealer Name: Bob Baker 12'Totem •• r principle li~-... , ...... , ..... ,._,_,......_, ........ ~ -c? 2060 Lak•sld• C•ntr• Way Knoxville, TN 37922 865 . 692 . 4058 www.prlnclpl•-group.us.com 3'-1 1 v.· Fiat S12 Logo 15.5 Square Feet Scale: %*=1' COPftKII1~1111 ...... ~::::.,~=~c...-.... ~ ....... ., ... .._._w .......... ......... ,_ ... _ ... .....,._. ..._.. .. """'*&.,."c-.-. ........... Revision #: 1 Date: 2-22-11 Designer: RDR -Logo to be .118* formed face with screen printed vinyl on first surface. -Sign to be internally illuminated with LEOs -PMS7427 D Aluminum Address: 5515 Car County Drive City, ST: Carlsbad, CA Dealer Name: Bob Baker 512 Badge • i principle rri_ ..... , ..... , .... , .. ...._, ...... ,( ...... 2060 Lakeside Centre Woy Knoxville. TN 37922 865 . 692 . 4058 www.princlple.group.us.com 6'-9 'h' Nl Bob Baker 6.79 Square Feet Scale: 3/8'=1' -Wording will appear black during the day and white at night. -Font height to remain consistent regardless of the length of the dealer name. -Dealer name letters to be written in the institutional font of Dax Medium Extended 120%. Revision #: 1 COf"'''KKTCI2011 """~=.,~=-~ .... ...,. ....... ., .... ..,...., ...... ...... ___ fiN_ • ._. .. .. .._...,.,....ca.,..te-.-..... ..... Date: 2-22-11 Designer: RDR 12" Dealer Name Letters Address: 551 S Car County Drive City, ST: Carlsbad, CA Dealer Name: Bob Baker 0 I C... "' 1 Ol I C... l ..,. " ~ ~ I -..., ~~~ '::.;··1J SIGN CABINET DESIGN BY OTHERS ELECTRICAL DESIGN BY OTHERS ~ 2"x4"x1/4" STEE L F,_, 'I'" v L.riU.::>.::> IUOC.. ~ g~~~~NsA NOTE: REMOVE LIFTING ANGLES, SEAL I~ WITH SILICONE & REPLACE BOLT 1 AFTER INSTALLATION OF FACE I~ I SYSTEMS. :~ ! /1;,:;;';:;,""' I I I I I I I I I \ -~ ~ I I I rr: I I / 4"x4"x3/8" STEEL I I I I COLUMNS ~I I I I I ~ I I I II I I I I I )1 I I I I I ALL STEEL BELOW GRADE (INCLUDING jl I I I CLADDING EXPOSED ANCHOR BOLTS) I I SHALL BE COATED WITH CARBOLINE )1 I BITUMASTIC 50 COAL I ~ TAR OR EQUAL AFTER INSTALLATION I AND PRIOR TO LANDSCAPING. I I I I I I I I ~ I ~ I I f 1" DIA. x 30" LONG I ANCHOR BOLT ( 4 REQ'O) I I ~ GRADE PARTICULAR CARE SHALL BE TAKEN TO PROVIDE SUFFICIENT PREHEAT OF THE THICKER ELEMENT FOR THE SOUNDNESS OF THE WELD. OTHERWISE, USE 5/16" MIN. WELD. LDVEB_ ~ +---+-0 l'T r-~ ~ ,.-' I I I I I I I I I I I I ...... I :-., H I ~ ~ l I I ~ ~ I : I i ~ ~ 'o' WO:::: I (() 6~ ·.-- 0 --- c 3/8" HAM FER I\~:: :Ill::: . 1·11~~ ;u Qlllllj Ill Ill Ill H ilj 111111:: :Ill::~~("'""'" :Ill Ill Ill Ill I Ill 111-111 Jll=l . 4 ~--1-111 111~ . . . . • 111=-111:::-. . . . . • • m rr-CONDUIT 4 · I Ill::-. I -111-.. . 4 . -111 .' 4 . . 4 .· 4 -4 4 . 4, . . . . • 4 . • 4 . . . . . . . . . 4 . . . • 4 f--------5' -6"--------1 ELEVATION -II' OF CONC. REQ'D. . . .. 4 •• 4 • • 111-. 4 . . . . .. . . 4 • 4 . .. .. . .. 4 . . . .. 'I f-----3' -6" -----1 SIDE VIEW '..-, BASE PLATE DETAIL !==;=.: 3 1/2" 1/2 GUSSET DETAIL REBAR SCHEDULE SPREAD FOUNDATION PLACEMENT OVERTURN BOTTOM STEEL OVERTURN TOP STEEL BOTTOM CROSS STEEL TOP CROSS STEEL ----- SIZE #4 #4 #4 #4 12"x 12"x 1" STEEL BASE PLATE DIA. HOLE REQ'D) 1/16" HOLE TUBE "a (GUSSET TO TUBE • ,,., 17 GUSSET TO PLATE 3 1 /2"x3"x1 /2" STEEL GUSSET (2 REQ'D) DO NOT WELD REBAR 3" MIN. COVER SPACING QUANTITY 14" 5 14" 5 11" 4 11" 4 NOTES: 1. Design is based an 85 mph 3 sec gust design wind speed per esc 2010, Exposure C. 2. Spread foundation analysis is based on a safe vertical soil bearing pressure minimum of 1500 psf. Vertical Slob foundation is based on a safe lateral load bearing pressure of 1 DO psf per foot of depth. Soil report was not furnished. Allowable bearing pressure should be verified prior to placement of concrete. Do not place foundation ·,n fill. 3. Concrete shall be mixed to attain a minimum compressive strength of 2500 psi in 28 days. 4. Support members shall be free from defects and shall meet ASTM A500 grade B with a minimum yield strength of 46000 psi for tube. Plate and angle shall meet ASTM A36 unless specified otherwise on drawing. 5. Structural bolts shall be z·onc coated A325 unless otherwise noted. 6. Anchor bolts shall be cut from A36 round stock. Exposed surfaces shall be galvanized or coated to prevent corrosion. 7. All voids between column base plate and foundation surface shall be completely filled with high strength, non-shrink grout. 8. Welds shall be mode with E70xx electrodes by persons qualified in accordance with AWS standards within the post two years. 9. Steel reinforcing bars shall conform to ASTM A615 grade 60 with deformations in accordance with ASTM A-305. Welding of reinforcing bars is prohibited. 10. This design is intended to be installed at the address shown below and should not be used at other locations unless deemed suitable by o competent Professional Eng"•neer. NOTE: All designs and plc:ru I\Ocotetl on thiS droft'l9 ewe lht tole properly ol LINK EI'IC)fteering. l.l.C., creoltd specif~~:OIIy lor lht noled pro,rc:l. Use ol lhtte designsorplonslorMyl)ll'poseotherthm~thell'tlendedopplicotionSholbe ptol'libiltd wilhoul the wrillen consent ol LM Enqneerirlg. L.U: Dtsc:losurt or ony ot the inlormotiOtl enclosed within, without tonsetll of Owner, is o violohon INSTALLATION ADDRESS: BOB BAKER FIAT 5515 CAR COUNTY DRNE CARLSBAD, CA 92008 ol intellectual property and sl\ollnot be tolero\114 -3(7((/ CUENT: principle L PRINCIPLE GROUP 2060 LAKESIDE CENTRE WAY KNOXVILLE. TN 37922 LINK Engineering, L.L.C. / _ _....,_-~\ 9051 Executive Pork Dr., Ste. 200 • Knoxville, TN 37923 ,:;t,.:;;-NG/NEEPPVG?/ Phone: (865) 539-4001 • Fox: (865) 539-0851 ,/ -d Online: www.linkengr.com SHT. BY: HMA Project Number: 11-0197 2 03/05/11 Drawing Number: B250447 DATE: OF I "' 0 I ;..., " D 30" LONG I ::If/~ I I :o'D) GRADE /OVER/ TURN l i i J ~lllmJ llmJ 11 1 11 191 u 1 ill!: lllmlllmJ llrr 11 Jill 1113!=111-111-111-11 -111-111-lll:::;i!l l:imJ---111-111-111= TI Ill Ill 11 Ill Ill I~ '!It Ill Ill lll_!_!i I fwl . . . . . . • •ml Ill-1 (ELECTRICAL -111 Iii= ••. ~1 Ill I' . "'II Ill • . ·=]II-1 • CONDUIT -:111 _,m · · f=]ll 1 1 ' . . . . 'I -'T . . . . m!:--· -•IT:':::::' • 'I~ I' . . . : -i I . . . . . • . . . . . . . . . • . . . . . . . ~: ; @ 14" O.C. . . . .. . . . :. BARS @ . • . . . ,....... ~INDWARD & . . . . . .. ' THE . . . . . . . . . . . . .... . . . . . . . . .. . . . . IER • . . 4 . . .. . . . . . 4 . . . . . REINFORCING BARS f-------------5' -6" --------------1 1.56 CU. YDS. L2·-o .. _J .E.L.EY6I!illJ ALL STEEL BELOW GRADE (INCLUDING EXPOSED ANCHOR BOLTS) SHALL BE COATED WITH CARBOLINE BITUMASTIC 50 COAL TAR OR EQUAL AFTER INSTALLATION AND PRIOR TO LANDSCAPING. ANCHOR BOLT PROJECTION DETAIL OF CONC. REQ'D. OPTIONAL VERTICAL FOUNDATION 4"x4"x3/8" STEEL TUBE 1" DIA. x 30" LONG ANCHOR BOLT (4 REQ'D) 3 1/2"x3"x1/2" STEEL GUSSET (2 REQ'D) 12"x12"x1" STEEL BASE PLATE HIGH STRENGTH, NON-SHRINK GROUT '<o I 'N 0 "" w O::Q. IO >->- "'->-o« ',.._ 0 L5:::; o:::;? I>->-o "-CD 0>- N "" L_ I ~ 1" HEAVY HEX NUT 1" HEAVY HEX NUT 1" DIA. x 30" LONG ANCHOR BOLT 1" HEAVY HEX NUT , NUT TO ----1 7 (BOLT TYP. ANCHOR BOLT DETAIL FR::l.ECT# 11-01'if7' lvtlrch5, 2011 ~VIIt\G# B2SJ447 W-D"""D W-DS'ffi:O 85 Q..ll.t.ffiB::S~RA.T 55150\RCXl...NTY rn\/E CARUB<IO"'=>< QJENf FRN:IR.E L..6A #o:::t...l.M£ 2 ' CS::2010 Xl3J L.AKESICECE\frREV'AY Kl\OX\IILL..E; lN """"""' - 11\JrTIH ,_ C>N!R:lo FACTCR H3G-iT AfB>... 'TOrPJ.. R:R:E M:MNr B::I'TTOJISTEB..Af"CA Fa:!'D~FTCF\1\D!H ll:PSTE3.. AA:A. FBJDFffi.FT CF\1\DTH LCJ',G I'Ol'TCMSTEB. B::JTlOIIISTEB..~ Fa:!'DR:RFTCF\I\ICJTH F<B<\RSZE \1\BGHr,...FT """"""' """"""""" AR». .... FT E5Tf\O Fe:I'D >UBRFRlD 0033 O.Q15 4000 O.ffi8 14CXXl .. 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TMN~LB\GTH "OCO 56<>4 "2_7S(: 794, 8<52 0824 1244 330CO L£E:3J" AS op op ft op op '" NOT[: AI' deh)ns and plcns r'ldc:alecl on this «o.inq c:re the sole property ol UNIC [nqneet'lf19. LLC .. , creolecl speci(IC(jly lor the noted pro~t. USe of these c1esq1s or plcns tor Cl'lJ pwpose olt\tr lh«< the intended QP9hCOiion Sllol be prohibiiKI will'ooul lhe .,illen tonse~~l of LN: Enl)inHr.ng. L.L.C Dilctosure of ony of ll'lt itllormolion II'\CioWd wi\hirl, •illloul C01'1$11111 ot o-ner, s o voo&olion of inteUectiiCII prop«ty ond lhol not be toleroted. ~-~--:::-;~'"""'-"" -· . .-;.(Yv....,(· .._ ~ L "i ,! , •. r . ., .-; :<.'7':-....... -:---~. , / ' :li~~"/,,'· ·_ '·. :_;·<\ · .. t;t_l! < .. .,--;/· ~-~i' l_l ~I 1-I • ; :: ll ~ .... -I. C ~ ;1 r·j;Jl t--"/t{~~ -lz \\ . \·' ... ' .. . . "I .. ;-~->1.' \.,. / '7': ,:y \.\ 'y .... ,, t; : ' '_ ,-,/ <'·!·~ _l· ... ,,,/_1'1~ .__ ___ ..--0~~·.~;. .... ,~~~~~-""'~s-~;~~;~,; d? { 5644 CUJ..M; """"' OSTAN:E :'182..3 LCJ',G ll:PSTEB. 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FT FT "' "' OJYO principle L PRINCIPLE GROUP 2060 LAKESIDE CENTRE WAY KNOXVILLE, TN 37922 LINK Engineering, L.L.C. 9051 Executive Pork Dr., Ste. 200 • Knoxville, TN 37923 Phone: (865) 539-4001 • Fox: (865) 539-0851 Online: www.linkengr.com SHT. 2 BY: HMA Project Number: 11-0197 OF DATE: 03/05/11 Drawing Number: B250447 2