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Home My WebLink AboutSign Permit 11-027 - temporaryCity of Prior Lake APPLICA'T'ION FOR SIGN PERMIT Permit No. S 1 1 1 I _Z 7 DIRECTIONS: One completed application per sign is required. Applicant is I. PARCEL I.D. OF PROPERTY: responsible for obtaining a building permit If necessary. 2. APPLICANT: (NAME) (ADDRESS) (PHONE) _ %jdKtm 919Yt SrSLjr zosS Q Gl IL SwJe2 Cinlcxvtlla fWY SSa3B &T1- H29 -/, !a VOWNER: " (NAME) (ADISRESS) (PIIONE) &I wrey 9W—A J mud 71! kpSQk A SG, Iw`nuc ?out �1N 55y!'I 612 - G92 - 52 ' -1 4. SITE ADDRESS OR LOCATION OR SIGN (PHONE) *5 a w1nlacd 31. 5, TYPEOFSIGN: X$fPOIM DAYMAXIMU.tIDISPL41) PERMANENT( NALLMARQUE &AWNINt'✓r= 6nNmn•Busineu•Changeublo Copy Signs -Construction Sigru•Ekaronic Mmxegs711nm)narml Signs7ns9lrrlkrral SIgnALaFaSmdce Slgrrs` Mnhiple ReridendaiNalwplate Slgru•Oo- Premise Direcliorml Sigrrs•Pmmrrxmr lf2rdmc .Sign "Pnrfabla Sign ",Suhdh7slon 1dmnlJicarLur Sigru 1 6. (square feet) (Height) (Width) (Depth) 2'7 41 e, p l� u nar?S 7. TYPE OF CONSTRUCTION wax1 yaTlk i ti g smy /uAO R. PROPOSED DISPLAY�RA (if _. a licable) er V I It SIGN PERMTTS I LL NOT RE PROC SS D EF THEY ARE INCOMPLETE I barelry culify that 1 have furnished information an this application which is, to the best of my knowledge, true and correct. 1 also certify that 1 am arc euncr or mahm ized agent for the above - mentioned Properly, and that all construction will conform to all existing slam and Inert laws and will precred in ne aminnco withsubmittedplons. Iam awa re that the City p1mncr can revoke this permit forjust cause. furthermore. I hereby ngrte that City Officials or a dcsigoee the, may enter upon the Property to perform naeded inspections. )T9 ADMIMSTRATI VE USE la, Mrilmated value of S1ppr a500 0 a 11. Completion Date DATE SUBMISSION REQUIREMENTS ✓ Completed Application Santa Crowing showing location of sign Plans and Spec� _` Permit Fee S �+--r- (Permit lion is set et time of application according to apptsm cd schedule) This Application becoges yo r ermit when approved. By l 'ly Yluwer ar dunignw Tate 05 -I `�- it is to certify that the request in ate above application end accompanying documents is in accordance with the City Sign Ordinance and mny proceed as ;sled. This doenmcnL when signed by life City Planner or designed wnatitules compliance with the Sign Ordinance. Special Conditions __ for I:Viarld IWAtsign format application 20lodoc °n M w dw d II 0 O � F = E A N to W z IL Q0 0 a o3 N � Y. pa$a n ii a CL Q. Vl� y p 6tF" -g EN § °g y aj z p Y c L � LL a V Q t� � a � � d 9 � m 3 N i S � X 3 d a V cd � 4 O iD O z II � I N 75 � c Q0 0 a o3 N � Y. pa$a n ii a CL Q. y p 6tF" -g EN § °g y aj z N Y a � � d 9 � m 3 N i S � X 3 d a V cd � 4 O iD O z 7s C Z L G � U N C Ql L1 o v � S U X O n r S to i II � N 75 � c Q0 0 a N � n ii 7s C Z L G � U N C Ql L1 o v � S U X O n r S to i ` A SE - - -- -- J C� r N W I � m v 6R� W H R� Z Tn m Ah All / J' r Yj /0.1 f A EH FFE 97350 ICUT EWBTWG /. I DE 26 PR DE BUTT 'i. T MMA ffE�� C EAAA H ra T J i i NT T.H. 13 AND FIVE E. ELEV. 976.06. CK 2, WESTBURY PLMOS/ T W c� E L/M U F q E o Z w ad W eb H �ro 3 c DRAWN BY CJK ■ REVISIONS INFILTRATION VOLUME PROVIDED 2057 FT. ' T c/GU V - INFILTRATION AREA , 1,943 FT.2 _ - W T EXI INFILTRATION RATE 0.5 " /HR 28 26 LF 227D9G INFILTRATION RATE 1,943 FT. 0.5 "/HR. 60.9 FT�/HR PROJECT NO. BASIN DRAW DOWN TIME . 259 FT / 80 .9 FT = 3.3 HR GfiME 22709 2.1 L 3 \TT j „ Ic ]J. r / 9 ftFADCA� v. ExjsrNC SIGN 1 m 2 D D m Z C m ^ v/ m 6 - EOFlCA110N5 MCI APPLY ARE ME MOOT RECENT EpIR0.95 OF ME AR DEBARRI T IN WICH ME NGP.K IS L,,,,10 AND THE MI11E50TA OEPFry OF IRANSPORTAl10N 9'FCIFlCARMJS FOR HIGHWAY CONSTRUCTOUN N LESS MOOIPED BERE S @l THESE CC.NTRALT OWULENTS 2 IT 6 ME RESPCNSNNUTY CP ME CONTRACTOR 10 UTUZE WE 'GGPHER STATE O.YE CALL' E%CAVATON A9TCE Sl!U AS P.EOBIRED BID. N"MESETA STATUTE GRAPIER plL i0 HOURS PRIOR TO PEP.FOR.IHG ANY FXCAVATM CANOW 35"tSIDOy! 1N ME ”, CIPES METRO AREA M M L FREE I- 80D- 252 -1166} ]. SRAWNG EON ACTOR SNAIL VERIFY L4'_ ICS AID E,,1A,'s Of RLL UtIObLGP,WtJO ULU ES MM ME LESYECTL£ UTLITY [CUpARIES PRIOR TO CONSMUCIUN, 4. AL WNSIRUCIIUIJ AS CA FOR ON! ixESE ENITRACT OOCUTAEryTS 31ALL BE PERFORMED W RCCFMDANCE 4NM ALL OSHA REWIRF11ENi9. S IT IS ME P.ESPWISBIUTY OF ME CR,NMO COMPACTOR TO N,,E,E OAP- ' ALL TREES, ""Y'. DRUM OR OTHER DEBRIS MRT E%ISIS -.SMIN ME CONSTRUCTER AREAS TREES rO REMAIN SNAIL RE DESICA'AMO BY THE LUONEFft b. ME EP0.0 NG 1s0.a1P Syll SCXEWLE ME SELLS ENGINEER SO THAT CFRI FICARON OF ALL CON1RCLN FRLS CAN BE HURNISNED TO ME ON1'ER DUFlHG ME UPON COWLERGY OF THE PROJECT. ] DERMY TESTS SHAI L BE TAXER TO EVAWATE ME CEMPACTPY 1M EB ME SMELLS, RA- E AYS OR HARMS LOTS. MMIN ME UPPER J FEET OF STREET T 111 1'10.`5 OR PARTING WT SU3GP.ACE. TEE CONTRACT PR MALL I-9JRE MAT ALL SGLS BE NOT MORE MAN 0.`E PERCENTAGE URC PONT OvER ME SELLS STANDARD PROCTOR OPTIMUM NOISNRE EGN41T, A,40 MAT M4PACTON TO A WON BM Cf IYlX Of STAl10YEN p,WT0R DENSITY BE PROYIBEO. IN AREAS BELO.V ME UPPER THREE FEET OF WSCRAD OF ME STREETS, MAYEL MAYS OR PARWNC CO, R ME COMPACTOR STALL IN MAT P11 BLS BE NOi yGRE MAN THREE PERCELTAGE PGYTS '. t ME SMUS SEABOARD PROCTOR OpBND, MOSNRE COHTFdT, . THAT COMPACTDH TO A MININUN OF 55% OF STAM:11, PT] P.00R EEmIY BE PRONGED. ME GRAOWC TOLERIEM FOR M'SE AREAS SNILL BE m1Y OI'1. & LOT GRApNG ANO /OR ME PREPARARON OF EUIWING PADS SHALL BE COUSTRUCTED BI ACCOROANCE 11TH iHIE ILANS AND spEnHCAncNS. ME BRA UM T RABEE SNAIL BE RY:L ALL EARTHNVRK CPERATUUS SHALL BE PEAFp IIEO 11 ACCOBBWRE, 11M ME ILT RNA DATA SHEET 751 11NO DEWEOPME r -1M CANTROLLED IMMEGRK', FROMDING FOR A 1.4NIMUM OF 9= STANBMO DENSITY, OR AS LUMMAEE SFECF1ED BY ME GEO- TECHNICAL ENGNEER 9. IS ARUS tlMERE PETNI.NO VALES PRE PRbHO5E0 NI CONTROLLED FILL MEAS, p MINI4UM 95% STNIEARI OPIM TENS i0 BE ATTAINED `MERE 10L ILICYNESEES ELCEEO 11 BELON WALL FOBNDApIX! FLEVAPONS, A H WER M N HLJ OF 9BX MALL BE AITAINEO 10 BVILgtlG PADS SHALL BE CONS)RUgEO BO.SEp W BUILMNG fryJTPRWT MUM ON PLAIT. IF UNSUITABLE SOIL CON -MMES ME ENCWNTEREO'A,MM A PP. p E5P5pJA ,SW. DNTT OF M & f'D PAE COND MAT . 0 NlIO7 BE CBRRECIED OR RDAOVN, I T IS ME TFAGIgt TO NOTFY ME DRIBLET CF ME CONO T LI 0Y5 AND i0 LOCATE THE UNS OF ME UNSUITABLE AREAS H. ME SITE GRAIB G RADIANCE FOR ME FILE SHOULD BE 0.1' FIXi STTEETS/PARKNG LOTS AND ON FOR LAKOSCAPED /OPEN AREAS SPEdiI . A/�'11 1➢1F5 1 ME MVING TCPOCRMHY f11O CONTOUR E ATIQJS ED ME PLANS "E PR..... BT JAMES R. HILL, ITC, ON OR ABOUT 03/19/10. ME DEGREE OF ACQIRACT CF ME E%GRNG CENIWRS SHOS:J ON ME ILAN IS FfYJRL 10 3 DUE HALF ME COYTYUR INIFRVAL. 1 /t "R 3 S 1 PAR 3/4• 2r 2 D" 12' B612 CURB I. SCALE IN FEET 1 Inch - l— .. � 1 1/2' LWW]W393 ¢INIJ. WF NL l5S) TAG' COgT 1 1/1' Lww]w]ua N1mIA DASF 6' CL 5 AGGF2GAlE ¢ASE GEiAl —EN 9JRNTQE PAVEMENT SECTION VARIES SEE PANS ]- 4' CONCRETE 4" CLASS 5 BASE CONCR_ ETTaD. WA! K a - � G s N� INFILTRATION DRAINAGE CALCULATIONS OE' ADDITIONAL IMPERVIOUS SURFACE AREA 6,445 FT? INFILTRATION VOLUME FOR 0.5" RUNOFF 269 FT.- I ]J ' T c/GU V - r / SAW W T EXI 28 26 LF /TC c /su TO FRO ]US P BUTT t j JOINT, . HAT MATCH 1 fkI5.IN4 GfiME i I IJ L� A F+ J V I '\ •; I �sAWCUi E %ISnNO BITUMINOUS 01 LF \ \J I f 1 / TO PRGY'DE Burr i S JOINT MATCH CUR CUT E.,TLNC CRAPE - _ A / OK r / 9 ftFADCA� v. ExjsrNC SIGN 1 m 2 D D m Z C m ^ v/ m 6 - EOFlCA110N5 MCI APPLY ARE ME MOOT RECENT EpIR0.95 OF ME AR DEBARRI T IN WICH ME NGP.K IS L,,,,10 AND THE MI11E50TA OEPFry OF IRANSPORTAl10N 9'FCIFlCARMJS FOR HIGHWAY CONSTRUCTOUN N LESS MOOIPED BERE S @l THESE CC.NTRALT OWULENTS 2 IT 6 ME RESPCNSNNUTY CP ME CONTRACTOR 10 UTUZE WE 'GGPHER STATE O.YE CALL' E%CAVATON A9TCE Sl!U AS P.EOBIRED BID. N"MESETA STATUTE GRAPIER plL i0 HOURS PRIOR TO PEP.FOR.IHG ANY FXCAVATM CANOW 35"tSIDOy! 1N ME ”, CIPES METRO AREA M M L FREE I- 80D- 252 -1166} ]. SRAWNG EON ACTOR SNAIL VERIFY L4'_ ICS AID E,,1A,'s Of RLL UtIObLGP,WtJO ULU ES MM ME LESYECTL£ UTLITY [CUpARIES PRIOR TO CONSMUCIUN, 4. AL WNSIRUCIIUIJ AS CA FOR ON! ixESE ENITRACT OOCUTAEryTS 31ALL BE PERFORMED W RCCFMDANCE 4NM ALL OSHA REWIRF11ENi9. S IT IS ME P.ESPWISBIUTY OF ME CR,NMO COMPACTOR TO N,,E,E OAP- ' ALL TREES, ""Y'. DRUM OR OTHER DEBRIS MRT E%ISIS -.SMIN ME CONSTRUCTER AREAS TREES rO REMAIN SNAIL RE DESICA'AMO BY THE LUONEFft b. ME EP0.0 NG 1s0.a1P Syll SCXEWLE ME SELLS ENGINEER SO THAT CFRI FICARON OF ALL CON1RCLN FRLS CAN BE HURNISNED TO ME ON1'ER DUFlHG ME UPON COWLERGY OF THE PROJECT. ] DERMY TESTS SHAI L BE TAXER TO EVAWATE ME CEMPACTPY 1M EB ME SMELLS, RA- E AYS OR HARMS LOTS. MMIN ME UPPER J FEET OF STREET T 111 1'10.`5 OR PARTING WT SU3GP.ACE. TEE CONTRACT PR MALL I-9JRE MAT ALL SGLS BE NOT MORE MAN 0.`E PERCENTAGE URC PONT OvER ME SELLS STANDARD PROCTOR OPTIMUM NOISNRE EGN41T, A,40 MAT M4PACTON TO A WON BM Cf IYlX Of STAl10YEN p,WT0R DENSITY BE PROYIBEO. IN AREAS BELO.V ME UPPER THREE FEET OF WSCRAD OF ME STREETS, MAYEL MAYS OR PARWNC CO, R ME COMPACTOR STALL IN MAT P11 BLS BE NOi yGRE MAN THREE PERCELTAGE PGYTS '. t ME SMUS SEABOARD PROCTOR OpBND, MOSNRE COHTFdT, . THAT COMPACTDH TO A MININUN OF 55% OF STAM:11, PT] P.00R EEmIY BE PRONGED. ME GRAOWC TOLERIEM FOR M'SE AREAS SNILL BE m1Y OI'1. & LOT GRApNG ANO /OR ME PREPARARON OF EUIWING PADS SHALL BE COUSTRUCTED BI ACCOROANCE 11TH iHIE ILANS AND spEnHCAncNS. ME BRA UM T RABEE SNAIL BE RY:L ALL EARTHNVRK CPERATUUS SHALL BE PEAFp IIEO 11 ACCOBBWRE, 11M ME ILT RNA DATA SHEET 751 11NO DEWEOPME r -1M CANTROLLED IMMEGRK', FROMDING FOR A 1.4NIMUM OF 9= STANBMO DENSITY, OR AS LUMMAEE SFECF1ED BY ME GEO- TECHNICAL ENGNEER 9. IS ARUS tlMERE PETNI.NO VALES PRE PRbHO5E0 NI CONTROLLED FILL MEAS, p MINI4UM 95% STNIEARI OPIM TENS i0 BE ATTAINED `MERE 10L ILICYNESEES ELCEEO 11 BELON WALL FOBNDApIX! FLEVAPONS, A H WER M N HLJ OF 9BX MALL BE AITAINEO 10 BVILgtlG PADS SHALL BE CONS)RUgEO BO.SEp W BUILMNG fryJTPRWT MUM ON PLAIT. IF UNSUITABLE SOIL CON -MMES ME ENCWNTEREO'A,MM A PP. p E5P5pJA ,SW. DNTT OF M & f'D PAE COND MAT . 0 NlIO7 BE CBRRECIED OR RDAOVN, I T IS ME TFAGIgt TO NOTFY ME DRIBLET CF ME CONO T LI 0Y5 AND i0 LOCATE THE UNS OF ME UNSUITABLE AREAS H. ME SITE GRAIB G RADIANCE FOR ME FILE SHOULD BE 0.1' FIXi STTEETS/PARKNG LOTS AND ON FOR LAKOSCAPED /OPEN AREAS SPEdiI . A/�'11 1➢1F5 1 ME MVING TCPOCRMHY f11O CONTOUR E ATIQJS ED ME PLANS "E PR..... BT JAMES R. HILL, ITC, ON OR ABOUT 03/19/10. ME DEGREE OF ACQIRACT CF ME E%GRNG CENIWRS SHOS:J ON ME ILAN IS FfYJRL 10 3 DUE HALF ME COYTYUR INIFRVAL. 1 /t "R 3 S 1 PAR 3/4• 2r 2 D" 12' B612 CURB I. SCALE IN FEET 1 Inch - l— .. � 1 1/2' LWW]W393 ¢INIJ. WF NL l5S) TAG' COgT 1 1/1' Lww]w]ua N1mIA DASF 6' CL 5 AGGF2GAlE ¢ASE GEiAl —EN 9JRNTQE PAVEMENT SECTION VARIES SEE PANS ]- 4' CONCRETE 4" CLASS 5 BASE CONCR_ ETTaD. WA! K a - � G s N� INFILTRATION DRAINAGE CALCULATIONS OE' ADDITIONAL IMPERVIOUS SURFACE AREA 6,445 FT? INFILTRATION VOLUME FOR 0.5" RUNOFF 269 FT.- I