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HomeMy WebLinkAboutAPPLICATION - 04-00381 - Eagle Rock Dental - Signi v �� �T OF P'Dim1 r, l e , I?.0. BoX 280 S TATE OF IDAHO exbur g, Idaho 8340 i (2G� }359 -3024 oR s� N �� T �Fu (x,08) 359 -3022 FA srGNA� Date of Application e y Sign Pesrnit No, O-vner Name 4 -C l Site. Address: ��s Mailing Address: CityfState /zip: Tclep 5- 7 Contractor Contractor Name _ -- Mobile: 20 es- —L11--j 0400381 EAGLE ROCK DENTAL SIGN PERMIT Contractor's Addres3: A I -- t Contractor's Telephone: • SyZ - 2 6 I Mobile: �� - S�`1' t7—Tz Sign area sq. --sign height (flora ground) Sigu Descriptions: For a Sieu Prrmit it is Mag4 ton that ,. o have the followiug information: ? eta of e}eY atioa drams inns of lien & o la Dra•,n to a seaje wjt�,j dimensions And complete cowtructicn materials := ootings if applicable E.agincer stamped if required FREE s.iv 0FLOT;PLAN To= ScAUL 3 $0�3tj 1) A) BLUDING LOCATION Q B) LO ± SIZE 0 C -NER% SIGN LOCATION D) D zEZ` S oNs To S IN FRO,% f'R.OP F: r Y z C E) PARXX40 LOT ENTRANCES Q F) DISTANCE, GP SIGN FROM F IGIi T OF ;!AY 0 G) EXISTIN© SIGNS 'LbCATION & ,.� G H) IS SICYN LJORTED r»recr :cts a +ecru t Fee: S100.00 - S75.00 refundable at Signature of Applicant: tx+r f in I long far lirhurts �� 38 JQ10 Voaz 6 t 100 ON FOO TAGE OF a! x E B) S72NGSIGNS &. C C) NE>-n ARE C D j LO,- G ?d () WV LL D I;) is Sr, S ;;must mor vo*j lcign !mist 6e to le gal sme, for 1jghYt! j dad type final inspection and photo of ^�v Mji I uP el¢ctljaat Ccrdt; sign. Now 7 docymant iv,jor jpprim6onp op ,ns a v rr„ U *Ul "W1 he si$rwd by ctry efficlots bajon segn to Scale: 1:29.24 H: 189.499 L: 113.902 in 0400381 0 U M STATE OF IDAHO OFFICIAL SIGN PERMIT APPROVAL FORM FIXED SIGNAGE CITY OF REXBURG P.O. Box 280 Rexburg, Idaho 83440 (208) 359 -3020 Fax (208) 359 -3022 DATE: /, OWNER NAME: TIME: ISIGN PERMIT # IS- Q 3� A G ki 0MAJD C SITE ADDRESS S �Ql eJ CITY /STATE /ZIP: u TELEPHONE 3 MOBILE CONTRACTOR'S NAME - .S J6 Aj CONTRACTOR'S ADDRESS q C e uJ AA �- 112 Q Q TELEPHONE A -q 6 . MOBILE -101? - 56ef . 0 1 - SIGN APPROVAL PROCESS COMPLETE OR PROBLEM AREAS SIGN REVIEW TO MEET CURRENT SIGN CODE Initials APPROVED refer to notes for reason('s) Tor denial DENIED ENGINEER REVIEW TO MEET CURRENT CITY BLDG CODE Initials APPROVED refer to notes for reaso (' ) for denial DENIED PLANNING AND ZONING ADMINISTRATOR Initials s OR PLANNING & ZONING REVIEW refer to notes for reas ('s) for denial APPROVED (� DENIED CONDITIONAL USE PERM_ IT REQUIRED YES if yes are all conditions met? APPROVED OR N/A NO refer to meeting notes attached DENIED red marks indicate areas needing correction before sign can be approved number marks ' notes : Signature Of Approval By City: y signature to be signed by planning & zoning administrator y or the city clerk after 4 categories approv d i 12/12/2004 20:27 tt 2085421110 SirANWORKS 17528 11ho Falb. 10 1 1 21111442-2601 ph, 2a@442-1110 f* .ynwouk.®iaa.Mt Tel Kyle SIGN - WORKS, INC. no@ David Whitehead PAGE woo 359-3024 onew December 13, 2004 nt6st4x 365.3020 x319 meow 4 no specs oCo [Click here and type n ] Please call nne w}t111 any questions: 1792 So. Yellowstone Hwy, Idaho Falls, 10 63402' 208-542 -2656 ph. 110 tax 12/12/2004 20:27 2085421110 SIGN - WORKS, INC. Sent By: Design Intelligence, LLC; 208. 359 -0740; Doo -11-04 1 :26AM; Desijgn tntelligience Engineering Calculations Summary Date: December 10, 2004 Subject: Eagle Rock Dental, Rexburg, Idaho Customer: Sign Works no customer provided drawings of the sign. This analysis uses the Design Criteria rcquired jurisdiction and the 2000 intetnstional Building Code as the basis for the calculations. Materials: A53 Steel - Fy -35,000 psi Concrete: 3000 psi @ 28 days Reinforcing $teel - fy - 60,000 psi Aesumptiogs: UEC 1997 Design Loads: Snow s N/A Seismic - D 1(does not govem) Wind - 90 ffVk Exposure C Re[erent:eef: Internadoad Building Code 2000 Cuseorncr Drawings Summary: See attechvd detail drawing for sign support and foundation. js 441 lop, PAGE 02 Pape 3/5 the local. 7besc call uladons and IncilAtod detail® as Pot this location gad cttatanar y and pot to be reused in any mamtar tree wrium consent of Doeiga Iaoellige Dmigned A & ugn , P.E. Check8d By: Dante. Date.- 12/12/2004 20:27 2085421110 sent„By: Design Intelligence, LLC; SIGN - WORKS, INC. 208.359.0740; Dec•1i - OA 1:27AM; Design INa'~Iigence EAGLE ROCK DENTAL 3685 Weet Hyt 33 REXDWRp, IDAHO Rft bU% Idphp 83440 SIGNWORK3 Materials ;A53 Grads 8 Sta naara Pipe F y - 3 psi i - .... _ Wind Loading qs TO mph 40 mph !90 mph 12.6 16.4 20.8 qs = 10A PSI _ Ce = Lt78 E_p osuro C s 1.4 Horizon Iw 1 i e 2�.3 pa / _ (Horizont Sign h alal In. Melpht ln. Ga 1nForri Ms. Mam nt i I _�. T Eagle Mock Dental 100 109.5 8415 1801 t Total ripe Moment �.... ...... ... — -- ured per pe ndiculbr to tha sign P �t!_ �O osign 1 3011 WI. 1:10 pd Lk , BH Y �� R i kesisting Moment Passive Earth Moment t -- verturr►ing Moment � I -- Design Factor of Safety I ct r Or Safety S Meq'd tS ProvidW 6.79 8.5 - - 13500 _...__ .. 30316 lb- 1834 lb-ft 20473 1" mint ovedurni 14 1.5 Round PAGE 03 Page 5 ;5 12/10/2004 Page 1 12/12/2004 20:27 2085421110 SIGN - WORKS, INC. PAGE 04 llC; ..r,__.._ ......., 708 .350 , 07401 IF ACsL E ROCK �i DENTA:_ r w CWNSMAL MOM 1 . WNON O* oowivrooti ow / 'TO 6nm p" Br awoon txt" i ♦m ow,frt yo 00 U'rw cm"m we TO 'Q Lal . ..' f*g% MAMMAL - ABA i /^-- PIi1iDV q •4 �1 • 12" � I r — - 1 "W'" ! •� a^" � l � 1 �I ii 'I F420 IN P VIEW �z t..E DENTAL SI R 10 Cp � oonwv 0 orm AooTm. ss 1 0129/2004 +G ws� r' �" 9:08 AM STEEL COLUMN DESIGN Project: FOR EDUCATION ONLY, NOT TO BE USED FOR COMMERCIAL WORK Descript: DESCRIPTION Ref: Manual of Steel Construction, AISC 9th Edition Areas Subject to �h�A Centroid Wind Description (ft) (ft) I (s4ft (ft) (Ps!) 1) backlit sign 2) 3) 4) 5) 6) 7) 8) 24.3 Calculation of Design Forces at Critical Heights y (ft) M( # V( #) y (ft) M (W) V( #) grade 13,129 1,751 11.50 11.50 11.50 11.50 11.50 Column Support Design Table # of Column Column Length Start End Sleeve S act tb Cols Type Size Fb= Elev Elev Depth FALSE help (P, TS) so... (ft) (ft) (ft) (in) (in ^3) (ksi) 1 p 5 "(.258) 15.50 -4.00 11.50 N/A 5.45 28.9 #N /A FALSE Fb= 11.50 11.50 ksi FALSE #DIV /0! #N /A FALSE Fb= 11.50 11.50 ksi FALSE #DIV /0! #N /A FALSE Fb= 11.50 11.50 ksi FALSE #DIV /0! FALSE 11.50 11.50 FALSE #DIV /0! FALSE 11.50 11.50 FALSE #DIV /0! Allowable Bending Stresses Column Column Type Size Criteria Stress increase facto- 1.33 P 5 "(.258) d/t <3300 /Fy so... Fb= 0.66Fy= 30.7 ksi FALSE help #N /A so... Fb= #N /A #N /A ksi FALSE help #N /A so... Fb= #N /A #N /A ksi FALSE help #N /A so... Fb= #N /A #N /A ksi FALSE help #N /A so... Fb= #N /A #N /A ksi FALSE help #N /A so... Fb= #N /A #N /A ksi 2Cr- ,? 1 o /2s,2ooa 8:55 AM LATERAL BEARING PIER AND CAISSON FOOTINGS Project: FOR EDUCATION ONLY, NOT TO BE USED FOR COMMERCIAL WORK. Descript: DESCRIPTION Ref: Uniform Building Code 1994 (Sec. 1806.7) # Footings= 1 Moment/Footing, M= 13,129 lb-ft Pass lat soil res, q= 200 psf Composite Centroid, h= 7.50 ft Equiv Concentrated Load, P= M/h= 1,751 lb Rectangular Pier Width, W= 5.0 ft, parallel to sign face Length, L= 2.0 ft, perpendicular to sign face Depth, D= (A/2)(1+ SQR(1 + (4.36h)/A))= 4.2 ft S1= (2)(q)(D /3)= 542 psf b= Sgrt(W"2 + L "2)= 5.4 ft A= (2.34)(P) / (S1)(b)= 1.4 Round Caisson Diameter, b= ft, round augered hole Depth, D= (A/2)(1+ SQR(1 + (4.36h)/A))= ft S1= (q)(2)(D /3)= psf A= (2.34 P) / (S1)(b)= Foundation Bearing Check Allowable Bearing Pressure= 1,330 psf, 1994 UBC table 18 -1 -A, at grade Square Round Sign Wt= lb Sign Wt= lb Base Wt= 6,243 lb Base Wt= 0 lb Area= 10.0 sq ft Area= 0.0 sq ft q max= 624 psf, soil q max= #DIV /0! psf,soil OK, with depth increase #DIV /0! Concrete Volume Outside Width of Column= 5.563 in Depth of Column in Footing= 3 ft Volume of Concrete per Footing= 1.5 cubic yards ( + -) Total Order Volume of Concrete= 1.5 cubic yards ( + -) (Untitled) 10/29/2004 9:09:25 AM Scale: 1:29.54 H: 187.985 L: 191.994 in 1 N - "UgzC- £ 1*11elol @ 2004 Sign - Works, /no. OK as is I understand that this design is intended to be viewed only by the employees of: I and SIGNWORKS and that the copyright to this design is owned by SIGNWORKS and will remain so unless assigned elsewhere in writing. OK with changes Signed: Date: �r SIG NWORKS I N C 0 A P 0 R A T E D 1792 So. Yellowstone Hwy Idaho Falls, ID 83402 Phone:542 -2656 Fax: 542 -1110 e -mail: signworksoida.net ^J lj DSCN8487.JPG 2004/12/1311:42:49 TETON PROFESSIONAL PARK DIVISION NO. I Schiess & Associates 4 ENGINEERING r PLANNING -WD SURVEYING IDAHO FALLS, IDAHO REXBURG IDAHO (208) 522 -1244 (208) 356 -6092 TREASURER'S CERTIFICATE I the undersigned County treasurer in and fa the County of IJodl re wn, StoG of !d quirements of Idaho Cod. 50 -1308, do h.r.by certy that all county properly for the property ;ncluded in this project are current. D Data: Madison County TrecsurN n RECORDER'S CERTIF1Ca4TE 1 hereby certify that the foregoing plat of the TETON PROFESSIONAL PARK, Mad Idoho so$ filed fa recording in the office of the Recorder of Word- County, day of .2003 at m and recorded under Instrument N Wed;.- County Recorder u R. 0 U O 0 0 C N A J V J J 0 LOT 1 30,86 0 SQ.FT a LOT 2 31,143 SQ.FT TARCHEE DRIVE 19'32'54'W SB9 "32'54 "t 215.97' 158.26' W Su 11 I 1 ! o 0 o I ^ o z U V' !� o I a ! Q Z Z 'S4"W O _ 72' I ! ,- th v ° N U O f z u ar ° T N V NO ! D � I 34.00' 034.00' 164.10' DELTA u S89'48'10'W A RADIUS O N89'48'10 "E 227.90' TETON DRIVE 0 589'48'10 "W 190.43' z WESTATES SUBDIVISION (f N 18.09' BLOCK 3� BLOCK 3 LOT 1� LOT 2 2,574 o SQ.FT. ° m I SQ.FT N LOT 3 LOT 2 N 5,743 � m °'- 10,371 ' R ! � SOFT 79.69 138.95' S89'32'54'W 218.64' COMMON AREA 1 O LOT 7 60,503 SQ.FT NORTH LINE OF WESTA S L T 1, BL' P 41RIlb zir1N O O D M a o ?' O LOT 1 9,940 SQ.FT TREJO STREET FINAL PLAT BOUNDARY DESCRIPTION Beginning at a point that is S 91616 E 659.48 feet and S 8748'1d om W 181.89 feel fr the east cavorter caner of "'t"m 25, *"hi, 6 North , R­9' 39 East of the Bola Meridian, Madison County, Idoho; point of beginning also being on a curve with o radius of 25.00 feet and a chard that bear$ S 7775'32' 'W 30.48 feet; thence to the right along said urve c 32.77 fast through o central angle o1 7506'27" to o point of a averse tune with o radius of 123.00 feet and a chord that bears N 79 W 44.85 feet' thence to the left along so;d curve 45.11 feet through o central angle of 21'00'34; thence S 89'48'18 W 72.28 feel to a paint of a curve with a radius of 567.42 feel and a chord that bears S 7704'19" W 250.09 feet thence to the left along said curve 252.16 feel through a control "a of 2527'42' to a point of a rsvus , curve with a roQus of 768.44 last and a chord that boors S 7914'Od' W 157.36 feet; thence along said curve 157.54 feet through a central ongfe of 1l'47'05: thence N O91S'55 W 108.32 feet olong the east lot fine of lot 1, block 3 of the Westate$ subdivision division no. 1; thence along the oath lot fine of said lot 1, block 3 S 89'46'llY W 190.43 test thence N 0916'05 W 477.21 feel: thence N 89'32'54 E 374.23 feet; then,. S 09 nc 16'05' E 312.85 feel: thee N 89'32'54 E 268.55 feat to the weal fine of parcel instrument ha. 269976: thence along sold west fine S 0916'14 E 167.22 leap thence N 89 E 85.61 fast to the point of beginning, containing 5.54 acre. OWNER'S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS: that .s the undersigned Ora the o esc wner of the tract of land included within the Boundary Description shown hereon and have caused the some to be plotted and divided into Blocks, Lots. Streets and Common orwas to be hereafter known as TETON PROFESSIONAL PARK, Madison County. Idaho and we do hereby dedicate to the Public, 08 atreela and saaments as shown hereon. We .1" certiy that the lots shown on this plot are eligible and will receive water and sewer from the City of Sugar City and sold Municipality has agreed in tiy writing to one sold lots. We also cer that this subdivision is not in the flood plain zone. IN WITNESS WHEREOF, we have hereunto set o hands th;s _doy of ,2004 BACLEY ENTERPRISES TERRY BAGLEr, GENERAL PARTENERSHIP, MANAGER ACKNOWLEDGM STATE OF V" ° County of Madison 0 °= On this-day of .2004 before me, the undersigned, a Notary Public in and a' for said State, personally oppeaed TERRY aWA.EY known to me to be the signer of the r" oboe Owner's Certificate as principal, and have executed the same for the puWss therein mentioned. N or / W oes WITNESS WHEREOF, I f hereunto set my hond and affixed my official seat the day and o year first ve st ob written. N / o 0 rn rn /m U / m O z m INST. Q #269976 ��` / / 1 / / 777777 J O v / / LJ P.O.B. A N89'48'10 "E o i BLOCK 2 m, c°,•' , LOT 7 m WESTATES SUBDIVISION Notary Public fa the State of Idaho Residing in County, Commission E piration Dote: CITY'S ACCEPTANCE This foregoing plot was duly accepted and approved by the City of REXBURG. Idaho by resolution adopted this , day o/ .2004 P-Yol- _ City Engineer City Ct.rk Planning fit Zoning HEALTH DEPARTMENT CERTIFl CATE I hereby c.Cy that sanitary rntricfrona required by Idaho Code, Section 50 -1326 have been satisfied and this plat is hereby oppm,ed for recording by filing at this certificate herewith. DNS WT 7 STATE 80ARD OF HEALTH late: EnV- mental Health Speciafist (f3RI(+AT10N CERTIFICATE Requirement of Idaho Code 31 -3805 or met. 0.- will retain all water rights on the property shown. EXA MINING SURVEYOR'S CERTIE] I hereby certify that I hors exomined this plat and find it to be correct and acceptable as required in Section 50 -1305 of the Idaho Code. Date: Professional L-d Surveyor Cart No. ,SURVEYOR'S, CERTIFICATE I Kurti. J. Roland, depose and soy that I om a Professional Lad Surveys, rC93 I have survsyed the tract of land described in the Boundary Cescriptien attached hereto, that said tract is staked on the ground occording to State Law Section 50 - 1305, State of Idaho. CERTIFICATE NO. 9369 rve Professional Land Suys ALSO A REPLAT OF LOT I BLOCK 3 OF THE WESTATES SUBDIVISION DIVISION NO. AN ADDITION OF THE CITY OF REXBURG, MADISON COUNTY, IDAHO THE SE 1 /4 �( O �� F �( SECTION 25 T.6N. R.39E., B.M. C E' O SET 5 18"XJO" PIN WITH A YELLOW CAP MARKED L.S. 9369 SET 1 1Y PIN E 2 WITH A YELLOW W CAP MARKED L5. 9369 E. SECTION COR �� - -10' UTIUTY EASEMENT ALONG STREET SIDE OF ALL LOTS SECTION 25 p FOUND 1 /91X24 PIN T.6N., R.39E. H WIT A Y[11 MV r'AP UARl(Fn I C 13180 BRASS CAP OF REXBURG u 0 f.r O 0 U v to 0 " u LOT 6 a 5,557 0 SQ.FT 0 - LOT 5 5,563 SQ.FT LOT 4 0 5,569 0 ° SO. FT S 89'48'10 "W CENTER SECTION CDR " SECTION 25 1 T.6. N, R.39E. ALUM. CAP INST. NO. 267991 SCALE 1"= 60' N 2639.59' INST. NO. 197851 NUM DELTA I ARC RADIUS O DISTANCE C1 O / 15.00' O� 18.09' C2 I / y / 20.00' / o C3 ti / �l O 20.00' \ V� / at C4 4'03'19' a 766.44' S.E. SECTION CDR 54.24' C5 / SECTION 25 m ` 766.44' T.W. R.39E. u C6 BRASS CAP 20.25' 766.44' INST. NO. 185093 20.25 Notary Public fa the State of Idaho Residing in County, Commission E piration Dote: CITY'S ACCEPTANCE This foregoing plot was duly accepted and approved by the City of REXBURG. Idaho by resolution adopted this , day o/ .2004 P-Yol- _ City Engineer City Ct.rk Planning fit Zoning HEALTH DEPARTMENT CERTIFl CATE I hereby c.Cy that sanitary rntricfrona required by Idaho Code, Section 50 -1326 have been satisfied and this plat is hereby oppm,ed for recording by filing at this certificate herewith. DNS WT 7 STATE 80ARD OF HEALTH late: EnV- mental Health Speciafist (f3RI(+AT10N CERTIFICATE Requirement of Idaho Code 31 -3805 or met. 0.- will retain all water rights on the property shown. EXA MINING SURVEYOR'S CERTIE] I hereby certify that I hors exomined this plat and find it to be correct and acceptable as required in Section 50 -1305 of the Idaho Code. Date: Professional L-d Surveyor Cart No. ,SURVEYOR'S, CERTIFICATE I Kurti. J. Roland, depose and soy that I om a Professional Lad Surveys, rC93 I have survsyed the tract of land described in the Boundary Cescriptien attached hereto, that said tract is staked on the ground occording to State Law Section 50 - 1305, State of Idaho. CERTIFICATE NO. 9369 rve Professional Land Suys ALSO A REPLAT OF LOT I BLOCK 3 OF THE WESTATES SUBDIVISION DIVISION NO. AN ADDITION OF THE CITY OF REXBURG, MADISON COUNTY, IDAHO THE SE 1 /4 �( O �� F �( SECTION 25 T.6N. R.39E., B.M. C E' O SET 5 18"XJO" PIN WITH A YELLOW CAP MARKED L.S. 9369 SET 1 1Y PIN E 2 WITH A YELLOW W CAP MARKED L5. 9369 E. SECTION COR �� - -10' UTIUTY EASEMENT ALONG STREET SIDE OF ALL LOTS SECTION 25 p FOUND 1 /91X24 PIN T.6N., R.39E. H WIT A Y[11 MV r'AP UARl(Fn I C 13180 BRASS CAP OF REXBURG u 0 f.r O 0 U v to 0 " u LOT 6 a 5,557 0 SQ.FT 0 - LOT 5 5,563 SQ.FT LOT 4 0 5,569 0 ° SO. FT S 89'48'10 "W CENTER SECTION CDR " SECTION 25 1 T.6. N, R.39E. ALUM. CAP INST. NO. 267991 SCALE 1"= 60' N 2639.59' INST. NO. 197851 NUM DELTA I ARC RADIUS I BEARING DISTANCE C1 74'10'47' 19.42' 15.00' N53'06'27 "W 18.09' C2 90'37'45' 31.64' 20.00' N2917'50'E 28.44' C3 97'41'01' 34,10' 20.00' S64'51'34'E 30.12' C4 4'03'19' 54.25' 766.44' N72'360YE 54.24' C5 4'15'27" 56.95' 766.44' N68'25'40"E 56.94' C6 1'30'49' 20.25' 766.44' N7522'07'E 20.25 C7 2527'42' 252.16' 567.42' S77'04'19 'W 250.09' CO. 1'57'28' 26.19' 766.44' N65'79'IVE 26.19' C9 21'00'36' 45.106' 1' 123.00' N79'41'32W 44.85' CIO 75'27' 32.77' 25.00' N73'15'32'£ 311.48' C71 9548'50' 33.45' 20.00' N41'53'45'E 29.68' C12 15'49'12" 114.86' 416.00' 58'06'27'£ 114.50' C13 K 5'48'50' 49.11' 484.00 53'Od15'E 49.09' 014 90'15'16' 31.51' 20.0191 N45'19'2 28.35' C15 89'44'43" 31.33' - 20.00' S44'40'32'W 28.22' CIO 13'30'01' 1 106.03' 450.00' S6'58'S1'E 105.79' C17 2'19 18.22' 450.00' S14'51'28"E 1 18.22' al p o A (1 ^ \ BAGLEY ENTERPRISES INSTRUMENT # 239546 N N EXISTING BUILDING t � \J y SO'16'05'E 2.68' H89'32'54 "E 268.55' - 139.24' 69.82 9.49' 589'32'54 "W ECE!�;� OCT 1 9 2004 1 i W QJ � z 0 ^ O O W Q w