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HomeMy WebLinkAboutPS 13-43; WESELOH CHEVROLET; Sign Permits/Programs (PS)---------------------------~-------------- ' .. ~ ,..,. .,4 4~~\ "'" I'/ ~ CITY OF· CARLSBAD REVIEW FOR SIGN PERMIT P..:11 Development Services Planning Division 163.5 Faraday Avenue (760) 602-4610 www.carlsbadca.gov PLANNING APP !CATION# __ . _(S_. ___ /_5_--..... 'f.,...-~-- REC'D BY _ 11tl • S; 11v .. DATE __ .,.._L+-1J.-,-.=..t..""--.---_;_---- SIGN FEE S:Z· ~ - 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. Locc1tion of existing buildings or structures, parking ateas, .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/Sl1E 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: w ese\DV'\ Cnevva \ef e Address of Project 6o36 Pll5€0 Del Nov-r-e Assessor Parcel Number: ---------------------- Related Planning Case Number(S): --------------------- TYPE OJ= DEVELOPMl=NT: (a) Residential ( d) Hotel/Motel (g) (b) Commercial -(e) Service Station· (Ii) (c) Office/Industrial . (f) Prof. Care (i) SIGN PROGRAM AND/OR SPECIFIC PLAN CRITERIA Theater ·Gov't/Church Public Park (j) Produce Stand (k) Nursery (I) P-U/OS Zone YesD NoO Specific 'Plan_ Number .,.... ____ _ VILLAGE Rl;VIEW AREA (If yes. please complete information on page 3) Yes ·o No g SOUTH CARLSBAD COASTAL REVIEW AREA Yes O No~ .. SIGN ORDINANCE: Yes e:I No 0 COASTAL ZONE: Yes~ No .0 P-11 Page 1 of4 Rev. 06/12 EXISTING SIGNS: TYPE NUMBER SIGN.AREA SIGN HEl(;HT Pole Mqnument Wall· : Suspended 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 NU!\IIBER ·PROPOSED SIGN SIGN AREA SIGN .SIGN ALLOWED AREA HEIGHT HEIGHT Pole** I I 171 hiii\c11N1 \\v,, 'i\itl1. ·::JC!/ Monument** J J Wall Suspended Directional Canopy Freestanqing** (Project Identity) PROPOSED TEMPORARY SIGNS: TYPE MAXIMUM NUMBER NUMBER ALLOWED PROPOSED MAXIMUM PROPOSED _ MAXIMUM PROPOSED S~N ~GN S~N AREA SIGN AREA · HEIGHT HEIGHT Construction** For Sale** Sanner. *~Priqr 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 illustrate• an ~~ample for what would be required for Sl:JCh proposed signs. P-11 Pa9e2 of4 Rev. 06/12 •• J I SITE: PC.:AN REQUIREMENT 'FOR POLE, I\IIONUMENT, AND FREESTANDING SIGN APPLICATIONS . The following example illustrates the information that is required for all pole, monument, and freestanding sign perm'it 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 inspectjon. · I I I I PIL I Sicht Distal\ee Requirement Show buildiil1/s I I I . I ~ I ~---l Show setbacks from.all cw-bs --- I I I I I I· I Sh11W. all property Jines I PIL : j I :/ I cw-b line i ----------~--- Sicht Vm'bilky I Street N ame(s) (i). I I North 21.41.080 Sign design standards Relation.ship to Streets: Signs $hall 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, ·bi.~yclist 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: 1/l6 linear ft. Tota.I Signage Allowance: 1'1CIJ sq. ft. Existing Signage (sq. ft.): SL.\'° sq. ft. Remaining Sign _Allowance at Present: "1-~ 4 sq. ft. Proposed Signage (sq. ft.): l Z.1 (12-£.1uc.~·,.,_.t .... ~sq. ft. Remaining Sign Allowance After Proposed Sign: ~~'::{ sq. ft. VILLAGE REVIEW AREA Total SiQnable 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 of4 Rev. 06/12 r ' '; PROPERTY OWNER APPLICANT NAME PRINT OR TYPE NAM_E PRINT OR TYPE MAILING ADDRESS CITY STATE ZIP TELEPHONE CITY STATE ZIP TELEPHONE i-=-:::...=.><~~.__~~1-~_4~·?3~-=w.+--=~="-=--=~-=.i~9=26~7~~~'-~=0~4~--r4i I CERTIFY THAT I AM THE LEGAL OWNER AND THAT ALL THE ABOVE INFORMATION IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE. SIGNATURE DATE. PLANNER CHECK LIST: 1. Field check by pl~nner. 2. Within maximum length, area. I CERTIFY THAT .I AM THE REPRESENTATIVE OF THE LEGAL OWNER AND THAT ALL THE ABOVE INFORMATION IS TRUE AND CORRECT TO T. E BEST OF MY KNOWLEDGE. l../ It I:> DATE 3. . Style consistent' with Sign Program ~nd/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 ro~l_1' APPROVED: Planner. ~ . . Date: 5 /7 /t.413 . P-11 Page4 of4 Rev. 06/12 EXISTING K(AAUTO DEALERSHIP Over all Site Plan 9 'I ~ ,,,, , '/ t: .. t ('l . ; fl '' I I :1 V -··· _ff. ,.......,.---==--......,.---.-l ¢ (:1 n (\ Expanded. View --~ ' . -----~·--· ----------~ ...... ~ ......... -,-~---.-··- New Pylon '$igll . :.: ¥.' .,; ~ EXISTING CHEVROLET AUTO DEALERSHIP .. ,. ... - Weseloh Chevrolet -5335 Paseo Del Norte Pylon Sign Location } t f ! q) -t (1) t~~ e~~ ~ (} 25 £~- .~ .] 1s \[) ill . rO > Q) cO s Zl9 ..,,..,, ~ + ~ ~i :=-'S. l ~ ~ ~ 15 di~ Cf) -0 s Q)_ g (3: E', a Pl37 :rr, -· --.... :261-.0'.•· OAH -<\l' ~,. ,,. " ~~ ~ ~ ~ ~ .::,-Q " \ \I') ' ""' - -~ d z s ~ ~ ' l=I ' 00 I }i i '-,, .,• :.- 11~~3 '1/4" 2~-'1"0 1/2" Jwese1011,Cnev1:olet · 1 ·.c.artsbiloi .GA .. www.pattisonsign.com' ... Scale: · 114"-=1.....;' ~o'--" _ ...... 1-5% 2~16 , HYs, 2o/is ~ (Ship Loose> PL1/4x6x1'-3"1 ( Stainless Steel Cladding. !=11=-=ll=lt----.--.--.------~~====~~i:==::§======i:======;."ri· Face Retainer. \ V Block Anodized Aluminum - I ] 9 (0 N <O U) ;;,;;: '? <Xl '";i!..' i ~ ~ oN l'l--------;--;,---------;..-;..-----(1 I ' ' ' I I ' I I I ' ' ' ' ' I ' I ' ' ' ' ' ' ' ' ' ' I ' I I I ' ' ' ' ' t ' ' I ' I ' ' ' ' ' f.-HSS6x6x%--l ' ' I ' I I ' I ' I ' ' ' ! ' ' ' ' I ' --' ' ' ' ' ' I ' I ' ' ' I ' I I ' I ' I I I ' ' ' I I ., I I ' ' I ' I I ' I I I I I I I I I ' /8\ I /i's-. ' I I I -• I I ~. -~~50 '\. I I ~ I I -I I ' ' /1 '-, ' I 'W=L.i]'r""" '·i ---, '1"~ ,!n\.~ -:,i, 114------Product Signbox Assembly !28426901 •------Stainless Steel Cladding. ---Division lnsigna and Copy Panel. Hinged for service. --D~aler Nome Pa.nel. Hinged for service. ;:c:::I ~:~n Cladding i!t 28408 71 ~ , 1=~T~ '-~ Outside Corner Trim I 21772 I "' /7"-. . / 0850, Escutcheon Face Right ~ Le !2842833! I "-Escutcheon Face Center ~ Esculcl eon Face Left 1' rll lJ_,/ (2) PL 1%x10x1'-0" !! ~~~~~~~J ~ rogo Siglbox :Ill -....... ii 2843830 Logo Support Plate :: " 3-1 Square 2840805. :: /4"-. ll / 0850 '\. I ------Touch up column flange faces II .., ~ and Escutcheon faces. Refer to ~ lnstoll 1"' E.M.T. Conduit-qi --------r, Installation Specs. (Point shipped To b!'hind cladding for ( :: ~ with sign.) W10x49 Columns. , electrical service to . 11 ;:!: illuminated sign boxes. '-'it ---------L.I . Column and Cladding Assembly. ll 8_0 ! 2840910! <See Drawing 2840910 ll for Assembly Details.) !~ . I ii 4-4 : ,r-NEMA 3R Pull Box !2840095! 10Y2 :! -1.;t-.;.!-tt, .. 10_Y:~20/l/ See Drawing 2845730 or j! ; I / 2845740. II V il Y Bose Cover Assembly ~ --i--1----!!-:H-.' -!-------r-'"--1---"---;A'" Touch up OS required. (Point ~;; , -------:7·---, ~ shipped with sign.) t7 l l : Caulk top joints. i~=t======~r1 J = L e:::::=~ 1111 ~~=~~ 9 N Finished Grode -+----ii ii ii iiii ii ii r'-~*~~~--~---W*~--~1 . ';' J :: :: :: :::: :: :: :: I £To other signs as required. -=7===-------b-----~~~~-~-----~»'l-----~~-~-~------~---------1 ll :: ll :: :: l: I Rigid electrical conduit from building. I 9 "' 11 11 11 11 ~ 6:~. ~;~~~~-Installation Specs. and J i ~ F oundotion & Anchor Bolt Details. L __________________ J See Dwg. 2840320. SIGN INSTALLATION PART NO. 2840070 ELECTRICAL SUMMATION 14 -F96T12/FL/DLiHO Lamps 14 -F30T12/FL/DL/HO Lamps 4 -F36T12/FL/DL/HO Lamps LIGHTING COMPONENTS llliECEJ:lOO'f.llOOlPMENT 2 EESB-1048-26L Ballast © 2.5 Amps Each For 12 -96" Lamps 1 EES8-1048·26L Ballast © 2.5 Amps Each For 2 -96" Lamps & 8 -30" Lamps 1 EESB-424-13L Ballast© 1.1 Amps Each For 6 -30" Lamps 1 EES(3-424-13L Ballast il 1.1 Amps Each For 4 -36" Lamps 1 -20 Amp Circuit: C3x2.5 Amps -7.5 Amps) + (2x1.1 Amps -2.2 Amps) • 9-7 Amps Total USE WITH DRAWINGS 2840910 Column 8c Clodding Assembly 2840320 Mosler Foundation Details 2840430 Bose Cover Assembly 2840850 Typical Sections INSTALLATION SEQUENCE Installation manual shall be supplied by the seller (subject to approval by GM-DD. 1. Install foundation, and anchor bolts for columns and bose cover in accordance with: Dwg. 2840320 incorporating elecricol stub up. 2. Erect Column And Cladding Assy. 2840910 on anchor bolts and temporarily secure by tightening anchor bolt nuts. 3. Level and plumb Column And Clodding Assy ., fully tighten anchor bolts and grout under base plates as per Sect. 6/0850. 4·. Erect Signbox Assy. 2842690 on columns. Connect ports with 8 -1" dio. H. S. bolts 2840055, 2840082 and 2840083. Torque to proof load as per specifications. 5. Install stainless steel clodding 2842831 on signbox ossy. 6. Touch up block point on column flanges. cross member covers and signbox os necessary using point furnished with sign. 7. Install Logo Support Strut 2843833 and Center Escutcheon Clodding 2840818 to underside of signbox. 8. Install Logo Signbox 2843830. Feed wires through nipple. Connect logo signbox to support strut 2843833 with bolts, nuts and lockwoshers 2840196, 2840198 and 2840086. 9. Extend electrical service up the column in EMT conduit to upper junction box and connect to primary circuit leads from logo signbox and product signbox. 10. Test all electrical circuits for continuity and ground. 11. Install right 8c left Escutcheon Faces 2842833, 2842834. Install Center Escutcheon 2842835. 12. Apply Escutcheon Cladding 2840817. (2-ploces.) 13. Assemble Bose Cover. See DWg. 2840430 for details and Section 3/0770 on Dwg. 2840770. 14. Caulk top joint between base cover and column and clodding assembly. 15. Touch up base cover using grey point furnished wilh sign. PARTS LIST Mork GM Port Na. Ouont. GM port Nome Remarks 2840910 Col. 8c Col. Clod. Assy. See Dwg. 2840910 2842690 Product Signbox Assy. 2842831 Stain. St!. Signbox Clod, Ship with 2842690 2840851 4 1/2" Dia. x 11/2" Hex. Hd. Bol A307 Galv. 2847133 4 •10 Flot Wosher Type 304 S.S. Natural 2840086 12 Y2" Split Lock Wosher TYP,e 304 S.S. Notur,al 2840984 )5 •10xY2" P.Hd. Type F Philli s Type 304 s.s.:Naturol 2840055 8 1" Dia. x 41/4" H~x. Hd. Bolt A325 Golv. 2840082 8 · ·1" Hex. Nut A325 Garv. 284(?083 8 1" Flot Wosher, Hord A325 Golv. 2843830 1 Logo Signbox Assenbly 2840!'317 (2) Escutcheon Clod. Outer A~,~-Shipped wit~. 2840910 2842833 2 Right Escutcheon Face 2840430 1 Bose Cover Assembly See Dwg.284;0430 2840806 4 ·Anchor Bolt As~embly See Do/g. 2840320 2842834 2 Left Escutcheon Face 2842835 2 · Center Escutcheon Face 2840461 6 1/i"Dia.x8" Sq.Hd.Moch.Bolt See Dwg. 2840430 ,-,u, Calv. 2840462 12 Y2" Sq. Nut See Dwg.2840430 :;,;~' Iv 2840477 12 Y2°' Wid~ Wosher See Dwg. 2840430 ~u, Golv 2840805 1 L9go Support Plate 2843062 24 •mxY2" Pon.Hd.Moch.Screw Type 304SS Block 2843063 24 •10 Split Lock Wosher Type 304SS Natural 2843064 24 •10 Hex. Nut Type 304SS Natural 2840985 12 •10 Flot Wash. Neoprene 1 ide Type 304SS Notµrol 18-600-0016 1 Y2°' Dia. x 1Va" Nippl(;) 2843061 1 W' Flex Steel Condyit 2-0 Long 2840032 2 Y2" x 90° Flex Gonnector Appleton •7381V 18-200-0010 2 OuUet Box Rointite L-14 18•30000004 1" Flex Rointite Conduit 3-0 Long 18-340-0015 1 Y2" Flex Rointit~ Connecto , Straight 18-340-0031 2 1" Str. Flex Compression C nn. 18-425-0050 . 2 Outlet Box Gong Blank Touch Up Point, Block G.M.D.I. Spec. •2-5a4 Touch Up Point, Grey G.M.D.I. Spec. •2-5o4 2840196 8 Y2"Dia.x1%"Hex.Hd. M.Bolt See pwg. 2840/350 ~~- 2840198 8 Y2" Hex. Nut See Dwg. 2840850 ~e7 2840095 1 NMEA 3R Pull Box 2840146 3 1" T. W. Conduit Coupling Appleton •93T-100 2840147 18-0 1" E.M.T. Thinwoll Conduit 18-550-0002 4 %" Locknut, Golv. 2840149 3 1" E.M.T. Clomp Appleton •TWCL-100M 18-600-0038 2 %" Dia. X 1Y2" Nipple 18-750-0060 1 Toggle Switch 30 Amp. 2 Pole ti ROSSBRYA~ASSOCIATES,liC. COIISIJlllNGSTRUCTIIRALEllllNEERS fQ2S1lltl-.UISQ,#t,. .. <IOO NlftWl,,..._311\Nlllt A1Dn11(115)321-1:scl0 Fu(t15)327~ llllilllif~----~~~~-.--.-~-.---© I COOPll!ATE I 1 1/16/95 Omit logo Signbox Rotator IDENTITY un---t---1----------1---1---1---1----t----1 BllFCode~-"Dot~e----'~D•~•~~l~pt~l~~ot~A~ev~l•~l~a...--------L~E~~-N_o.-'--"D~n,"--'C~h,.,_l~p.-'-"E~'"'-"Ho"-.I #Ul!fiAMM EftlFS"""=';;;ed;;;;";.;H;;;o. __________ .....:;S\JP:,aor;;.;•;;;oded;a;,,;b;o.Y"'Ho;;.• ________ ---1 • I Corpor<rte Identity Dept., General Motors Corp., 3044 West Grand Blvd., Detroit Mich. 48202 lkllosa otherwise specified, all dli:,e(ISIOM :t .ow Q" "»,·. all CltlQIHt '1 15' Dmn by anu:kod ., £RH HO, RDC HWS Dote Dest111 Doto A:)ri,'OYal Dcparhrcnt Appr'0'/01 Doto ProJect Work Order No, Sign Model No, DRAWING TITLE INSTALLATION DETAILS 26-0 MOUNTING HEIGHT 90 MPH WIND VELOCITY PER 2006 JBC Date Date P137 Latest Revlalcn Date Code DRAWING NU"9ER 2840070 L c :a . Finished I'") Q) :, .c 'O (ll +-.c Cl. 0 '" Ill c:, . ., <D Ill § ,., ..,. ::.' r;--· I I .(" .... "' I I ..,. .... -::.' r;-- .;r ..,. Grode r:r; _, u . I'") Wash Line 3-3314 Length 10-0 Base Cover Electrical conduit 9-#7x7' -10" Top & B.ottom ~---t-7-#7x9' -6" Top & Bottom ELEVATION See Anchor Bolt rsetting Detoi I, - .-i ~ ~ 7 • f.'11 IF.I ..,. .__ ----E:leotrlool Condul·t ------==::.-:::::::;: -- .-,--- i:.ii n! N F. I ~ ..,. - - 1-a1,4 1-8114 3-4112 3-3314 Length = 1 o-o PLAN VIEW SPREAD FOUNDATION Model Number : P137 I!! Height • 3 Second Wind Gust .c +-Cl. <D c:, - -~ <O I .... MASTER Model Number P137@36-90 P137@31-90 P137@26-90 SPREAD FOUNDATION Length Width Depth 10-0 8-4 3-9 10-0 8-4 3-3 10-0 8-4 3-3 BLOCK FOUNDATION Length Width Depth 12.1 8-3 8-3 8-3 21-6 10-7 7-6 7-6 7-6 16,5 10,7 6-9 6-9 6-9 12,7 ~ :, 'O "' .c 0 Ill <D <D Ill ~ 1 ..,. I ... -::.' t Base Cover 2-#5 Mk,500 Grade <J> JI I II ,, Electrical Conduit 8-#7X7'-9" Top & Bottom .Ea, Way @ P-137-36 7-#7x7'-o" Top & Bottom Ea. Woy@ P137-31 ~ :, f: 'O <D a. .c 0 Q) V) c:, (ll <D V) Base Cover 9-ff\i@1 o1,z" Mk,605 Grade <J> I -------------· . E. l·ectr i ca I Conduit '#6 Vertical Equa I 1-y Spaced See Schedule #6 Horizontal Equa I I y Spaced 4-#5x7 '-o1,z @11 "T&B Mk,500 c :a . "' c :a . 0:,- ~ :, .c 'O .... Q) .c Cl. 0 <D Ill c:, <D 3" Q) Ill Cir, Colurrn <·2> W10x49 9-#5x2' -101,2 @1o',z"T&B Mk.502 Fin. Grade <J> I ::==~ ====-=====::==· u 6. Electrical ,';,, ?:: Conduit <D 'O 0 L <.!) c lL . ..,. ·o .... L ::, o.. 0 \N L <.!) ;;, . N 1~:/.' Dia. x 8" Machine Bolt With double nuts. 3" Cir. (6 reqd. l 2840461 2840462 2840477- Anchor Bolt Asserrbly !2840806! Wash ELEVATION . I 5-#7X6' -3" Top & Bottom Ea. Woy@ P137-'26 I. Length See Schedule See Schedule 3", Cir, 3" Cir, #3 TIES @ 14" o.c • VERT. STEEL SEE SCHEDULE ,/!' Wast ELEVATION See Anchor Bolt g Detai I, Sett in -.-...L L!li ~ • f.'11 u: .__ - Eleci CondL i -------------. Line .-,......, \!ii n!l e-.!.... lr:, .....!, ,... -.... '1-8114 1-8114 Equal 3-4112 Equal ·Length PLAN VIEW BLOCK FOUNDATION !col t § ,., ..,. ::.' ;::. ' I - I ~N' .,. "' I I I ..,. ' .... ::.', ;::., I - § ,., ..,. I. Length .I 2-6 ELEVATION I I ~ -See Anchor Bolt Setting Detail. I J!iJ n! I I I f.'11 ~ I . .__ ~ I I I ---~::I::-I I, .-,......, I L!li n!l I i ,I F.U ~ • I I I -8114 1-81 3-4112 5114 Length 2 6 - E C lectricol onduit w ash Line 5114 PLAN VIEW VERTICAL SLAB FOUNDATION "i ..,. I . Diameter , I 3-0 ELEVATION ~ I -·-·--r--·-· ~ i ~ i i i L. __ _ See Anchor Bo 1 ·t Setting Detoi I, Base Plate 11,4 x17x18 Electrical Conduit i----1----i.---+-+---Wash Line ·-·-__._-+_i _-_·-_·..L.---'l·,----''-·--_--_·_t_·'-'\.:·:yrrm. about <l PLAN VIEW OF CONCRETE SILL ANCHOR BOLT SETTING DETAILS FOUNDATION NOTES: 1. All concrete shall be 2500 psi compressive strength, at 28 days • 2. Reinforcing steel shall conform to ASTM A615, grade 60. 3. Foundations are designed for a maxim4m soil bearing pressure of 2500 psf • Factor of safety against overturning is 1.5 for 90 mph wind velocity. 4. Concrete foundation depth for Horizontal Slab must conform to local codes. Adjust depth of footing to correct depth and lengthen sill reinforcing os required. CONSTRUCTION SEQUENCE: 1. Excavate footing to dimensions shown on schedule for type and model number selected on survey. ' 2114 Diameter 21,4 2. Tie, place and support reinforcing mats as shown on drawing. 3-0 PLAN. VIEW 3. Form sill to dimensions shown for costing monolithic with footing. Full size. sill template to be furnished by sign manufacturer to insure fit of base cover. CAISSON FOUNDATION 4. Set anchor bolts to elevotion shown and in correct position using template furnished by sign manufacturer. Template moy be removed after sill is formed and anchor bolts ore secured. 5. Install electrical conduit at correct depth and stub up beneath base cover at location shown. Hole in template locates electrical conduit. 6. Cost concrete against cut bank consolidating into place by rodding. 7. Allowable lateral pressure must not be less than 150 psf/ft of depth. FOUNDATION SCHEDULE Length 2-6 8-4 2-6 8-4 2-6 8-4 10-6 10-0 9-6 7-#6 MK604 7-#6 IIJ<603 2-101,2 , . ., 8-#6 MK602 B-#6 MK602 7-#6 MK602 ~[I III 9-#6 MK605 Length = 6-0112 Caisson 506 8.5 -----495 8-1 2 462 7·, 7 2 7-01,? M500 10-6 MK604 7-10 MK602 10-0 MK603 9-6 MK601 8. All construction must conform to General Motors Corp. contract specs. CAISSON FOUNDATION Diameter Depth Ea. ~giSso 3-0 11-3 9-#1 MK701 592 6-9 10·"3 MK301 9-1t7 MK703 3-0 10-6 10-#3 MK301 564 6,5 Oate Oescrlptlm Of Revlslcn £CR No. On, Ch. ip. ECU No, SUpcr.seded by No. 3-0 9-9 9-,,7 MK702 9-#3 MK301 530 6, 1 Corpcrote Identity Dept., Generol Motors Ca-p., 3044 West Grand Blvd., Detroit Mich. 48202 Unless othcolso S?&Clfled, all dl..i.oslons ± .010" a-YsJ.•. 011 one;iles± '1 IS' RDC Dote Oesll1l Dote Approval HWS Dato Ocpartrrent Dote N!Pf'OYOI Date Sign Model No, P137 Latest Revlsloo Dato Code 7-011, M500 2-10112 MK502 10-6 MK703 9-9 MK702 11-3 MK701 tCO]I MASTER FOUNDATION DETAILS MK301 Length = 8-11,4 DRAWING NUM9ER 90 MPH WIND VELOCITY PER 2006 IBC 2840320