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Home My WebLink AboutSign Permit 10-060 - temporaryCity of Prior Lake APPLICATION FOR SIGN PERMIT Permit No. S - o — DIRECTIONS: One completed application per sign is required. Applicant is responsible for obtaining a building permit if necessary. 2. APPLICANT: (NAME) 0 `_; S. 3. OWNER: AME) (ADDRESS) 1. PARCEL I.D. OF PROPERTY: 2.U2s (PHONE) �'+�►'v� ��.c_.. Iv S So3g l�5!~�1 � /c�c� (ADDRESS) (PHONE) Vuitivtf.w kA V11A S �j LAI i� 1 v , -l�y� roc z s G� c �J (c 11. � 2O ` 4. SITE ADDRESS OR LbCATION OF SIGN (PHONE) 1/61 - 5. TYPE OF SIGN (- 6AIP0R4RY(11 DAYAfAXI,NUMPISPLAY) PERMANENT (WALLAfARIUEE/AWNING /FREESTANDING) Eanoon•liusirreseChangeable Copy Signs "Conrtructron Signs'Erectranic Af essa6e 7114yminntedSlgns %nsrlrudonal Signs`Lake Service Signs" Multiple Residential Nameplate Signs *0a- Premise Directionnl Signt'Permartent {6 ?ndow Sign *Portable Sign "Subdivision Identification Signs 6. SIGN DIMENSIONS 10. F.sttmated Vntue of S1ga Ow Ott (square feet) (Height) (Width) (Depth) ! o It IL Completion Da'r l � 7. TYPE OF CONSTRUCTION r r\ S. PROPOSED DISPLAY DATE (if applicable) SIGN PERMITS WILL NOT BE PROCESSED IF THEY ARE INCOMPLETE I hereby certify that I have furnished information on this application which is, to the best of my knowledge, true and correct. 1 also certify that 1 am the owner or authorized agent for the above•menlioned property, and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the City Planner can revoke this permit for just cause. Furthermore, I hereby agree that City Officials or a designee thereof may enter upon the property to perfomr needed inspections. 1 1. - L — . I ' _ , .. 1-4 L SIGNATURE OF PROPIrRTY OWNERipWNER REP DATE PRINTED NAME OF OPERTY OWNER FOR ADMINISTRATIVE USE SUBMISSION REQUIREMENTS _V Completed Application Scale Druwing showing location of sign �[ .Plans and Spec% Permit Fee S _ (Permit fee is set at time of application according to approved schedule) This Application be mes your S' 7mit when approved. B P or esignee Date _ 6 1 V ._ This is to certify that the request in the above application and accompanying documents is in a"ordance with the City Sign Ordinance and may proceed as requested. This document, when signed by the City Planner or designee constitutes compliance with the Sign Ordinance. Special Conditions 24 Hour Notice for All Inspections - 447.9810 lLL 1 I:\handoutsWen permit application 2010.doc Q J ? o R V L N W M CCU e° c () (f) N c Q Z L9 s N L d� " 3 3 (9 <<a = 3 0 •+ N J i Y� �� o me � n'^' G o -'L -,�� m Ks 0 � � a s � x V N s� m �a 0 0 d' N 41 v I t zs N L_ S LL C) X C) r L LL 0 O r U N f r 3 I s N Z s L j °E' c o 8' - -T d •+ N J i Y� �� o me � n'^' G o -'L -,�� i m Ks 0 � � a s � x V N s� m �a 0 0 d' N 41 v I t zs N L_ S LL C) X C) r L LL 0 O r U N ------------------- 972.39 / EXISTING )US -26 LF ADE BUTT LATCH GRADE , r2 41 '__ -SAWCUT EXISTING �` I BITUMINOUS -81 LF TO PROVIDE BUTT > I JOINT. MATCH J EXISTING GRADE ELOCATE .XISTING SIGN A\ L \GNP P� GENERAL GRADING NOTES: 1. SPEOFICADONS WHICH APPLY ARE THE MOST RECENT EDITIONS OF THE MUNICIPALITY IN WHICH THE WORK IS LOCATED AND THE MINNESOTA OEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR HIGHWAY CONSTRUCTION UNLESS MODIFIED HEREIN ON THESE CONTRACT DOCUMENTS. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO UTILIZE THE GOPHER STATE ONE CALL EXCAVATION NOTICE SYSTEM AS REQUIRED UNDER MINNESOTA STATUTE CHAPTER 216D. 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION (PHONE 651- 454 -0002 IN THE TWIN CITIES METRO AREA OR TOLL FREE 1 -BOD- 252 - 1166). 3. GRADING CONTRACTOR SHALL VERIFY LOCATIONS ANO ELEVATIONS OF ALL UNDERGROUND UTILITIES WITH THE RESPECTIVE UTILITY COMPANIES PRIOR TO CONSTRUCTION. 4. ALL CONSTRUCTION AS CALLED FOR ON THESE CONTRACT DOCUMENTS SHALL BE PERFORMED IN ACCORDANCE VAIN ALL OSHA REOUIREMENTS. S. IT IS THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO DISPOSE OFF -SITE ALL TREES, STUMPS, BRUSH, OR OTHER DEBRIS THAT EXISTS WTHIN THE CONSTRUCTION AREAS. TREES TO REMAIN SHALL RE DESIGNATED BY THE ENGINEER. 6. THE GRADING CONTRACTOR SHALL SCHEDULE THE SO4LS ENGINEER SO THAT CERTIFICATION GF ALL CONTROLLED FILLS CAN BE FURNISHED TO THE OWNER DURING AND UPON COMPLETION OF THE PROJECT. L-- m S 2 W / m Z C m a u 7. DENSITY TESTS SHALL BE TAKEN TO EVALUATE THE COMPACTION WITHIN THE STREETS, TRAVEL WAYS OR PARKING LOTS. WITHIN THE UPPER 3 FEET OF STREET, TRAVEL WAYS OR PARKING LOT SUBGRADE. THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN ONE PERCENTAGE POINT OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT. AND THAT COMPACTION TO A MINIMUM OF I00% OF STANDARD PROCTOR DENSITY BE PROVIDED. IN AREAS BELOW THE UPPER THREE FEET OF SUBGRADE OF THE STREETS, TRAVEL WAYS OR PARKING LOTS, THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN THREE PERCENTAGE POINTS OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 95% OF STANDARD PROCTOR DENSITY DE PROVIDED. THE GRADING TOLERANCE FOR THESE AREAS SHALL BE WITHIN O.I'i. & LOT GRADING AND /OR THE PREPARATION OF BUILDING PADS SHALL BE CONSTRUCTED IN ACCORDANCE PATH THESE PLANS AND SPECIFICATIONS. THE GRADING TOLERANCE SHALL BE 0.3'1. ALL EARTHWORK OPERATIONS SHALL RE PERFORMED IN ACCORDANCE WITH THE HUD -FHA DATA SHEET 79G 'LAND DEVELOPMENT WITH CONTROLLED EARTHWORK'. PROVIDING FOR A MINIMUM OF 95% STANDARD DENSITY, OR AS OTHERWISE SPECIFIED BY THE CEO- TECHNICAL ENGINEER. 9. IN AREAS WHERE RETAINING WALLS ARE PROPOSED ON CONTROLLED FILL AREAS, A MINIMUM 95% STANDARD DENSITY NEEDS TO BE ATTAINED WHERE FILL THICKNESSES EXCEED 10' BELOW WALL FOUNDATION ELEVATIONS, A HIGHER MINIMUM OF 989 SHALL BE ATTAINED 10. BUILDING PADS SHALL BE CONSTRUCTED BASED ON BUILDING FOOTPRINT SHOWN ON PLAN. IF UNSUITABLE SOIL CONDITIONS ARE ENCOUNTERED WITHIN A PROPOSED BUILDING PAD THAT CANNOT BE CORRECTED OR REMOVED, IT IS THE RESPSONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF THE CONDITIONS AND TO LOCATE THE LIMITS OF THE UNSUITABLE AREAS. 11. THE SITE GRADING TOLERANCE FOR THE SITE SHOULD BE 0.1' FOR STREETS/PARKING LOTS AND 0.3' FOR LANDSCAPED /OPEN AREAS. wi_151'!A 7[3�.'.L471iI�7i6171 1. THE EXISTING TOPOGRAPHY AND CONTOUR ELEVATIONS ON THE PLANS WERE PROVIDED BY JAMES R. HILL, INC. ON OR ABOUT 03/29/10. THE DEGREE OF ACCURACY OF THE EXISTING CONTOURS SHOWN ON THE PLAN IS EQUAL TO t ONE HALF THE CONTOUR INTERVAL. 3 "RAD. SL 3/4/ E M 2')-1 N B612 CURB W35G3GB BIT NEAR COAT W3503G0 61TM BASE ;GREGATE BASE SUBGRADE PAVEMENT SECTION SCALE IN FEET 20 40 VARIES SEE PLANS 2% MAX 4" CONCRETE 4" CLASS 5 BASE CONCRETE SIDEWALK i Inch = 20 feet INFILTRATION DRAINAGE CALCULATIONS LOU 0 ADDITIONAL IMPERVIOUS SURFACE AREA 6,445 FT? INFILTRATION VOLUME FOR 0.5" RUNOFF 269 FT. INFILTRATION VOLUME PROVIDED 2,057 FT3 INFILTRATION AREA 1,943 FT .2 INFILTRATION RATE 0.5 " /HR INFILTRATION RATE 1,943 FT2 X 0.5 " /HR. 80.9 FT3 /HR. BASIN DRAW DOWN TIME 269 FT. /80.9 FT?/HR = 3.3 HRS. Li C N � O � w � W ii W N 4 Z en W N o E E)! N uj Z •V Z 3 z J o O D IZ N O J X30 `o ta of ^ok _ 6 1 , a W w v�2 H z� V! r^ f VI VI U <� F z N qt W W �y w Z Z CS H x U tl 5 w Z Q O W DRAWN BY CJK DATE ■ REVISIONS ■ CAD FILE 22709G PROJECT NO. 22709 2.1 r ------------------- 972.39 / EXISTING )US -26 LF ADE BUTT LATCH GRADE , r2 41 '__ -SAWCUT EXISTING �` I BITUMINOUS -81 LF TO PROVIDE BUTT > I JOINT. MATCH J EXISTING GRADE ELOCATE .XISTING SIGN A\ L \GNP P� GENERAL GRADING NOTES: 1. SPEOFICADONS WHICH APPLY ARE THE MOST RECENT EDITIONS OF THE MUNICIPALITY IN WHICH THE WORK IS LOCATED AND THE MINNESOTA OEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR HIGHWAY CONSTRUCTION UNLESS MODIFIED HEREIN ON THESE CONTRACT DOCUMENTS. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO UTILIZE THE GOPHER STATE ONE CALL EXCAVATION NOTICE SYSTEM AS REQUIRED UNDER MINNESOTA STATUTE CHAPTER 216D. 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION (PHONE 651- 454 -0002 IN THE TWIN CITIES METRO AREA OR TOLL FREE 1 -BOD- 252 - 1166). 3. GRADING CONTRACTOR SHALL VERIFY LOCATIONS ANO ELEVATIONS OF ALL UNDERGROUND UTILITIES WITH THE RESPECTIVE UTILITY COMPANIES PRIOR TO CONSTRUCTION. 4. ALL CONSTRUCTION AS CALLED FOR ON THESE CONTRACT DOCUMENTS SHALL BE PERFORMED IN ACCORDANCE VAIN ALL OSHA REOUIREMENTS. S. IT IS THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO DISPOSE OFF -SITE ALL TREES, STUMPS, BRUSH, OR OTHER DEBRIS THAT EXISTS WTHIN THE CONSTRUCTION AREAS. TREES TO REMAIN SHALL RE DESIGNATED BY THE ENGINEER. 6. THE GRADING CONTRACTOR SHALL SCHEDULE THE SO4LS ENGINEER SO THAT CERTIFICATION GF ALL CONTROLLED FILLS CAN BE FURNISHED TO THE OWNER DURING AND UPON COMPLETION OF THE PROJECT. L-- m S 2 W / m Z C m a u 7. DENSITY TESTS SHALL BE TAKEN TO EVALUATE THE COMPACTION WITHIN THE STREETS, TRAVEL WAYS OR PARKING LOTS. WITHIN THE UPPER 3 FEET OF STREET, TRAVEL WAYS OR PARKING LOT SUBGRADE. THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN ONE PERCENTAGE POINT OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT. AND THAT COMPACTION TO A MINIMUM OF I00% OF STANDARD PROCTOR DENSITY BE PROVIDED. IN AREAS BELOW THE UPPER THREE FEET OF SUBGRADE OF THE STREETS, TRAVEL WAYS OR PARKING LOTS, THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN THREE PERCENTAGE POINTS OVER THE SOIL'S STANDARD PROCTOR OPTIMUM MOISTURE CONTENT, AND THAT COMPACTION TO A MINIMUM OF 95% OF STANDARD PROCTOR DENSITY DE PROVIDED. THE GRADING TOLERANCE FOR THESE AREAS SHALL BE WITHIN O.I'i. & LOT GRADING AND /OR THE PREPARATION OF BUILDING PADS SHALL BE CONSTRUCTED IN ACCORDANCE PATH THESE PLANS AND SPECIFICATIONS. THE GRADING TOLERANCE SHALL BE 0.3'1. ALL EARTHWORK OPERATIONS SHALL RE PERFORMED IN ACCORDANCE WITH THE HUD -FHA DATA SHEET 79G 'LAND DEVELOPMENT WITH CONTROLLED EARTHWORK'. PROVIDING FOR A MINIMUM OF 95% STANDARD DENSITY, OR AS OTHERWISE SPECIFIED BY THE CEO- TECHNICAL ENGINEER. 9. IN AREAS WHERE RETAINING WALLS ARE PROPOSED ON CONTROLLED FILL AREAS, A MINIMUM 95% STANDARD DENSITY NEEDS TO BE ATTAINED WHERE FILL THICKNESSES EXCEED 10' BELOW WALL FOUNDATION ELEVATIONS, A HIGHER MINIMUM OF 989 SHALL BE ATTAINED 10. BUILDING PADS SHALL BE CONSTRUCTED BASED ON BUILDING FOOTPRINT SHOWN ON PLAN. IF UNSUITABLE SOIL CONDITIONS ARE ENCOUNTERED WITHIN A PROPOSED BUILDING PAD THAT CANNOT BE CORRECTED OR REMOVED, IT IS THE RESPSONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF THE CONDITIONS AND TO LOCATE THE LIMITS OF THE UNSUITABLE AREAS. 11. THE SITE GRADING TOLERANCE FOR THE SITE SHOULD BE 0.1' FOR STREETS/PARKING LOTS AND 0.3' FOR LANDSCAPED /OPEN AREAS. wi_151'!A 7[3�.'.L471iI�7i6171 1. THE EXISTING TOPOGRAPHY AND CONTOUR ELEVATIONS ON THE PLANS WERE PROVIDED BY JAMES R. HILL, INC. ON OR ABOUT 03/29/10. THE DEGREE OF ACCURACY OF THE EXISTING CONTOURS SHOWN ON THE PLAN IS EQUAL TO t ONE HALF THE CONTOUR INTERVAL. 3 "RAD. SL 3/4/ E M 2')-1 N B612 CURB W35G3GB BIT NEAR COAT W3503G0 61TM BASE ;GREGATE BASE SUBGRADE PAVEMENT SECTION SCALE IN FEET 20 40 VARIES SEE PLANS 2% MAX 4" CONCRETE 4" CLASS 5 BASE CONCRETE SIDEWALK i Inch = 20 feet INFILTRATION DRAINAGE CALCULATIONS LOU 0 ADDITIONAL IMPERVIOUS SURFACE AREA 6,445 FT? INFILTRATION VOLUME FOR 0.5" RUNOFF 269 FT. INFILTRATION VOLUME PROVIDED 2,057 FT3 INFILTRATION AREA 1,943 FT .2 INFILTRATION RATE 0.5 " /HR INFILTRATION RATE 1,943 FT2 X 0.5 " /HR. 80.9 FT3 /HR. BASIN DRAW DOWN TIME 269 FT. /80.9 FT?/HR = 3.3 HRS. Li C N � O � w � W ii W N 4 Z en W N o E E)! N uj Z •V Z 3 z J o O D IZ N O J X30 `o ta of ^ok _ 6 1 , a W w v�2 H z� V! r^ f VI VI U <� F z N qt W W �y w Z Z CS H x U tl 5 w Z Q O W DRAWN BY CJK DATE ■ REVISIONS ■ CAD FILE 22709G PROJECT NO. 22709 2.1