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HomeMy WebLinkAboutLA227156THE FOLLOWING INFORMATION MUST BE INCLUDED WITH YOUR APPLICATION: Payment for amount of permit. For freestanding/monument/pylon sign - a site plan with setback from property line dimensions and art work with dimensions of sign, and engineered design for footings and foundation. For wall sign, art work with dimensions of sign and drawings of building façade showing location of sign. If illuminated or if electrical services are needed, a separate electrical permit is required. If leased space, need to include a letter of approval from the property owner. SIGN LOCATION Name__________________________________________________________________________________ Address________________________________________________________________________________ City ____________________________________State__________________ Zip _____________________ Contact _____________________________________Day Phone # ________________________________ Email Address __________________________________________________________________________ PROPERTY OWNER Name__________________________________________________________________________________ Address________________________________________________________________________________ City ____________________________________State__________________ Zip _____________________ Contact _____________________________________Day Phone # ________________________________ Email Address __________________________________________________________________________ SIGN CONTRACTOR Company Name _________________________________________________________________________ Address________________________________________________________________________________ City ___________________________________ State___________________ Zip _____________________ Contact _____________________________________Day Phone # ________________________________ Email Address __________________________________________________________________________ SIGN DESCRIPTION Electronic ($100 per sign plus completion of electronic sign license, see Page 2) Permanent ($75 per sign) Temporary ($50 per event, up to 60 days per year. Max of one temp sign displayed at a time.) Temporary sign displayed dates: START DATE ________________________ Wall Sign: Width ____________ Height: _______________ Square feet _____________________________ Freestanding: Face Width_________ Height____________ Sq. ft__________ Overall Sign Height _________ Setbacks: Front _________ Side ____________ Temporary Width___________ Height ______________ Sign Square Feet______________________ Display location _______________________ Illuminated Sign: Internally illuminated Externally illuminated Not illuminated Type of Work: New Sign Replacement Sign Alter Existing Sign No Changeable Copy Manual Changeable Copy Electronic Changeable Copy (Electronic sign will require annual Applicant Signature: ____________________________________________Date:_________________ Applicant Printed Name: _______________________________________________________________ SIGN PERMIT APPLICATION & ELECTRONIC SIGN LICENSE City of Lakeville – Community Development Department 20195 Holyoke Avenue - Lakeville, MN 55044 Lakeville Health Phase I 11020 161st Street West Lakeville Minnesota 55044 Davis Healthcare Real Estate Services 33 South 6th Street, Suite 4650 Minneapolis Minnesota 55402 Mark Davis 612-341-3242 mdavis@davishre.com Archetype 9611 James Avenue South Minneapolis Minnesota 55431 Steve Hirtz 952-641-9629 steveh@archetypesign.com 15'100' + SIGN PERMIT & ELECTRONIC SIGN LICENSE APPLICATION Page 2 Electronic Display/Changeable Copy Sign License By signing below you are certifying the electronic signage meets the following performance standards: 1.The display sign shall not change more than once every seven (7) seconds. 2.The display sign shall not include scrolling, flashing, animation, or other effects. 3.The display must be static and the transition from one static display to another must be instantaneous without special effects. 4.The display image or message must be self-contained, without continuation in content to the next image or message. 5.The brightness of the sign shall not exceed 5,000 NITS after sunrise and before sunset or 500 NITS after sunset and before sunrise each day. 6.The sign shall be equipped with an automatic dimmer control or other mechanism that automatically controls the sign’s brightness to comply with this condition. 7.The display must be designed and equipped to freeze the device in one position if a malfunction of the electronic display occurs. 8.The display must also be equipped with a means to immediately discontinue the display if it malfunctions, and the sign owner must immediately stop the electronic display when notified by the City that it is not complying with the stipulations of this section. 9.The sign shall comply with Chapter 23 of the Zoning Ordinance. Signature_______________________________________ Date______________________________ Print Name______________________________________ Email ________________________________ EXPIRATION AND RENEWAL OF LICENSE: •All licenses expire on December 31st of each year. •License may be renewed only by making application as provided in Section 3-22-4 of the City Code. •Application for renewal shall be made at least sixty (60) days before the expiration date. •Each renewal license shall be issued for a maximum period of one (1) year. •Annual license renewal fee is $50.00 Office Use Only Sign Permit Type: Permanent Sign _____ Temporary Sign _____ Electronic Sign _____ Work Type: New _____ Addition _____ Repair _____ Demolish_____ Replace _____ Alter/Remodel _____ Move _____ Owner: Public _____ Private _____ Zoning District: Commercial _____ Industrial _____ Residential_____ Freeway Corridor _____ Required Inspections: Footing _____ Final _____ Permit Fee: Permit Fee _____________ Miscellaneous ___________ Total ___________________ Comments: ________________________ ________________________ ________________________ ________________________ ________________________ ________________________ ________________________ Approved by:____________________________ Date:___________________________________ (REVISED JANUARY 2017) X X X X X C-3 $75.00 $75.00 13 September 2024 *Call 952.985.4440 to schedule footing inspection. *Email kjenson@lakevillemn.gov after installation for final inspection. COUNTY HWY NO. 46 (PUBLIC) (AKA 162ND ST W) BU C K H I L L R D (P U B L I C ) PHASE 1 MEDICAL BUILDING 13,929 SF FFE = 1008.00 LOT AREA=1.60 ACRES PHASE 2 MEDICAL BUILDING 12,076 SF FFE = 1009.30 LOT AREA=1.40 ACRES PROPOSED PRIVATE DRIVE COUNTY HWY NO. 46 (PUBLIC) (AKA 162ND ST W) BU C K H I L L R D (P U B L I C ) FD Ma i n t . S t o r a g e M3 Bi k e F i x i t M1 Pe t W a s h M2 MAINT.DOG RUN BUILDING 2 12-UNITS BUILDING 12 12-UNITS BUILDING 4 12-UNITS STORMWATER POND BUILDING 3 16-UNITS BUILDING 5 16-UNITS TEMPORARY INFILTRATION BASIN HWL=997.67 BOTTOM=993.00 ADA PARKING SIGN-TYP. (SEE DETAIL) PROPOSED PROPERTY LINE 10' CURB TRANSITION TRASH ENCLOSURE (SEE ARCHITECTURAL) CONCRETE SIDEWALK-TYP. (SEE DETAIL) CONCRETE TIRESTOP (SEE DETAIL) B612 CURB/GUTTER-TYP (SEE DETAIL) FLAT CURB/GUTTER (SEE DETAIL) FLAT CURB/GUTTER (SEE DETAIL) B612 CONCRETE CURB AND GUTTER -TYP.(SEE DETAIL) 20.0' 9.0'' TYP. 9.0' 20.0' 9.0' 20.0' 24.0' 24.0' 24.0' 24.0' 24.0' 24.0' 24.0' 10' CURB TRANSITION ADA PARKING SIGN-TYP. (SEE DETAIL) 9' CURB TRANSITION 4' CURB TRANSITION 10' CURB TRANSITION R3.0' R7.0' R7.0' R3.0' R7.0' R3.0' R3.0' R3.0' R3.0' R3.0' R3.0'R3.0' 6.0' 6.0' 6.0' 11.0' 15.0' 30.0' 15.0' 30.0' TIRE STOP-TYP (SEE DETAIL) 20.0' 20.0' 20.0' 20.0' 20.0' 9.0' 9.0' 9.0' 9.0' 9.0' R7.0' R15.0' R15.0' R398.0' R430.0' 32.0' 32.0' R7.0' R3.0' R3.0'R3.0'R7.0' R7.0'R3.0' R7.0' R3.0' R7.0'R3.0' R7.0' 5.0' 10.0' 30.0' 15.0' HC RAMP (SEE DETAIL) HC RAMP (SEE DETAIL) CONCRETE APRON (SEE DETAIL) APRON TO BE ADA COMPLIANT 5.0' 10.0' B618 CURB/GUTTER W/IN PRIVATE DRIVE ONLY (SEE DETAIL) B618 CURB/GUTTER W/IN PRIVATE DRIVE ONLY (SEE DETAIL) FUTURE DEVELOPMENT (BY OTHERS) FUTURE DEVELOPMENT (BY OTHERS) STOP SIGN STOP SIGN CONCRETE PAD FOR TRANSFORMER (SEE ELECTRICAL) MONUMENT SIGN (SEE ARCH) FUTURE CAR CHARGING STATION-2 CARS (SEE ELECTRICAL) CONCRETE APRON (SEE DETAIL)PROPOSED PROPERTY LINE 5.0' 20' CURB TAPER PROPERTY LINE BITUMINOUS CURB 6" HEIGHT (SEE DETAIL) CONCRETE PATIO 16.0' 16.0' 20.0' TEMPORARY DRIVE AISLE (FOR CONSTRUCTION) STRIPING TO BE COMPLETED IN TEMP DRIVE ASILE POST PHASE 2 CONSTRUCTION STRIPING TO BE COMPLETED IN TEMP DRIVE ASILE POST PHASE 2 CONSTRUCTION STRIPING TO BE COMPLETED IN TEMP DRIVE ASILE POST PHASE 2 CONSTRUCTION 27.0' 27.0' 27.0' 6.0' 10' CURB TAPER (MATCH EXISTING CURB STYLE) (NOT TO EXCEED 5%) FLAT CURB FLAT CURB 10' CURB TAPER (MATCH EXISTING CURB STYLE) (NOT TO EXCEED 5%) FLAT CURB/GUTTER (SEE DETAIL) 2'x2' CONCRETE PAVER (SEE DETAIL) LIGHT POLE (SEE SITE LIGHTING SL-1 AND STRUCTURAL 16/S300) CUB/GUTTER (MATCH EXISTING BIT. TRAIL (MATCH EXISTING) LIGHT POLE (SEE SITE LIGHTING SL-1 AND STRUCTURAL 16/S300) LIGHT POLE (SEE SITE LIGHTING SL-1 AND STRUCTURAL 16/S300) BOLLARD LIGHT-TYP (SEE ELEC) BOLLARD LIGHT-TYP (SEE ELEC) BOLLARD LIGHT-TYP (SEE ELEC) INSTALL 2' WIDE BITUMINOUS PATCH (SEE CITY DETAIL) INSTALL 2' WIDE BITUMINOUS PATCH (SEE CITY DETAIL) REPLACE BITUMINOUS PAVEMENT PER CITY DETAIL (FOR WATERMAIN CONNECTION) LOUCKS W: \ 2 0 2 3 \ 2 3 5 2 3 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ P H A S E 1 \ C 2 - 1 S I T E P L A N Pl o t t e d : 07 / 1 2 / 2 0 2 4 8 : 4 1 A M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION LAKEVILLE HEALTH PHASE 1 Lakeville, Minnesota 33 SOUTH 6TH STREET, SUITE 4650 MINNEAPOLIS, MN 55402 02/26/24 CITY SUBMITTAL 03/14/24 CITY RESUBMITTAL 04/05/24 BID SET 04/15/24 ADDENDUM A 06/05/24 ADDENDUM B 07/10/24 CHANGE DIR. #1 Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. PJ Disch - PE 49933 Project Lead Drawn By Checked By Loucks Project No.23523.00 PJD DDL PJD 07/10/24 04/05/24 C1-1 C2-1 C2-2 C3-1 C3-2 C3-3 C4-1 C4-1A C4-2 C4-2A C4-2B C8-1 C8-2 C8-3 L1-1 L1-2 L2-1 L2-2 DEMOLITION PLAN AREA SITE PLAN SITE PLAN GRADING PLAN SWPPP SWPPP NOTES MOB SANITARY SEWER & WATER PLAN PRIVATE DRIVE SANITARY SEWER & WATER PLAN MOB STORM SEWER PLAN PRIVATE DRIVE STORM SEWER PLAN TEMPORARY BASIN STORM SEWER PLAN CITY DETAILS CIVIL DETAILS CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE DETAILS TREE PRESERVATION PLAN TREE PRESERVATION DATA SITE PLAN C2-2 N SCALE IN FEET 0 20 40 TOLL FREE: 1-800-252-1166 TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. DENOTES CONCRETE PAVEMENT DENOTES PRIVATE DRIVE BITUMINOUS SECTION DENOTES STANDARD BITUMINOUS PAVEMENT PAVEMENT LEGEND 1.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL JURISDICTION REQUIREMENTS. SEE ARCHITECTURAL ALTERNATE #10 FOR SITE CONCRETE SEAL COATING. 2.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND LOCAL/STATE REQUIREMENTS. 3.ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4.ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5.TYPICAL FULL SIZED PARKING STALL IS 9' X 19' WITH A 24' WIDE TWO WAY DRIVE OR 9'X18' WITH CURB OVERHANG 6.ALL CURB RADII SHALL BE 3.0' UNLESS OTHERWISE NOTED. 7.BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. 8.SEE SITE LIGHTING PLAN SL-1 FOR SITE LIGHTING AND STRUCTURAL 10/S301 FOR LIGHT POLE BASES. 9.ALL SIGN POSTS TO BE 2" x 2" SQUARE POSTS PAINTED DARK GREY OR GALVANIZED. 10.THE GAP BETWEEN THE SIDEWALK AND CONCRETE CURB (B612 OR FLUSH CURB) TO BE A MAXIMUM OF 1 4" WITH TYPICAL PRE-MOLDED EXPANSION JOINT MATERIAL - NO PLASTIC INSETS. 11. ALL DRIVE LANES TO BE HEAVY-DUTY BITUMINOUS PAVEMENT AND PARKING STALLS TO BE STANDARD DUTY BITUMINOUS. SEE DETAIL ON C8-2. 12.REFER TO THE GRADING PLAN FOR LOCATIONS OF STORM SEWER. TIP OUT/TIP IN CURB TO BE USED TO ALLOW FOR POSITIVE DRAINAGE TO THE CATCH BASINS. OFF-STREET PARKING CALCULATIONS PROPOSED ACCESSIBLE SURFACE PARKING:6 STALLS REQUIRED ACCESSIBLE PARKING:4 STALLS** **REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 76 TO 100 STALLS ACCESSIBLE PARKING PHASE 1 - PROPOSED STANDARD STALLS = 89 STALLS PHASE 1 - HANDICAP PARKING STALLS = 6 STALLS TOTAL STALLS = 95 STALLS SITE NOTES DENOTES HEAVY-DUTY CONCRETE PAVEMENT PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAINSTORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN 3 7 3 PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3 DIRECTION OF FLOW 1.0% 972.5 DENOTES HEAVY-DUTY BITUMINOUS PAVEMENT A500 2 C84 C160 C38 14' - 0" 14' - 0" 2' - 4" 9' - 4" 2' - 4" SL O P E 1 / 4 " P E R 1 ' - 0 " C30 A201 7 TYP EACH CORNER C30 C30 C30 C84 C160 C38 C8 C43 6' - 8" SEE STRUCTURAL PLANS 3 A500 MTL1F FBR1 C30 FBR1R TYP EACH CORNER C38 C8FBR1 C43MTL1F 6' - 8" SEE STRUCT 3 5/8" SEE STRUCT 7 5/8" . SLOPE 4' - 4" SIGN BOX 14' - 0" 2' - 0" 2' - 4" 8" SIGN BOX 10' - 0" 8" 3' - 0" SEE STRUCTURAL 14' - 4" 15' - 8" 2' - 8" 18' - 4" FBR1 FBR1 STN2 C28 MTL1 C32 MTL1 C97 MTL FINISH TO MATCH SIGN BOX 15' - 8" 6 A500 4 A500 4 A500 ABOVE PRE-CAST SILL BELOW PRE-CAST SILL EXTERIOR FINISH LEGEND MTL1 COMPOSITE METAL PANEL MFR: REYNOBOND OR APPROVED EQ COLOR: DARK BRONZE - PROVIDE SAMPLES FOR APPROVAL MTL1F PRE-FORMED METAL FLASHING MFR: FIRESTONE OR APPROVED EQUAL COLOR: DARK BRONZE TO MATCH MTL1 STN1 STONE VENEER MFR: RADEMANN STONE PROD: FOND DU LAC STONE RIDGE SIZE: L / HT VARIES X 4" DEEP GROUT: NATURAL MORTAR STN2 PRE-CAST STONE COLOR: BLACK TO MATCH FBR2 GROUT: NATURAL MORTAR NOTES: PROVIDE SAMPLES FOR APPROVAL FBR1 FACE BRICK: UTILITY MFR: GLEN-GARY PROD: SOUIX CITY BRICK COLOR: CASTILE GRAY VELOUR SIZE: 4" X 4" X 12" UTILITY GROUT: NATURAL MORTAR INSTALL: 1/3 OFFSET FBR2 FACE BRICK: 8 X 16 MFR: INTERSTATE BRICK COLOR: MIDNIGHT BLACK L-4 SIZE: 8" X 16" X 4" GROUT: NATURAL MORTAR FBR1R FACE BRICK: UTILITY - BULL NOSE OMIT C28 C28 C32 STN2 C8 FBR1 C97 MTL1 SEE STRUCTURAL VARIES W/ SLOPE 3' - 0" 8" 10' - 0 3/8" 8" C94 BELOW GRADE BRICK 8" MIN 15' - 8" 2' - 0"2' - 0" 4' - 4" 2' - 0" TO MATCH SIGN BOX 2' - 4" MTL PANEL C8C8 FBR1 MTL1 C94 C28 C125 C127 BELOW PRE-CAST SILL ABOVE PRE-CAST SILL C32 STN2 C28C28 2 Drawn By Checked By Project No ©2 0 1 9 S Y N E R G Y A R C H I T E C T U R E S T U D I O , L L C I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA 33 SOUTH 6TH STREET SUITE 4660 MINNEAPOLIS, MN 55402 612 . 383 . 2701 | SYNERGYARCHSTUDIO.COM 8/ 2 6 / 2 0 2 4 2 : 3 5 : 4 1 P M A500 TRASH ENCLOSURE AND MONUMENT SIGN LAKEVILLE HEALTH PHASE 1 PJG MN / EM 21609 04.05.2024 Patrick J Giordana 11020 161ST STREET WEST, LAKEVILLE, MN KEYNOTES C8 UTILITY FACE BRICK WITH COLORED MORTAR C28 INTERNALLY LIT DIRECTIONAL/MONUMENT SIGN CABINET W/ LED LAMPS SUPPLIED BY BUILDING OWNER. COLOR OF CABINET TO MATCH MTL-1. SIGN PANEL FRONT TO BE ROUTED ALUM. LETTERS W/ PUSH THRU STYLE PLEXIGLASS LETTERS. PROVIDE SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. SIGN CONTRACTOR TO MAKE FINAL CONNECTION TO POWER SOURCE PROVIDED BY GENERAL CONTRACTOR. GENERAL CONTRACTOR TO PROVIDE MASONRY MONUMENT SIGN BASE. GENERAL CONTRACTOR TO PROVIDE CONDUIT, WIRE, AND CONNECTION TO BASE BUILDING TIME CLOCK. SEE CIVIL PLANS FOR EXACT LOCATION OF DIRECTIONAL/MONUMENT SIGN. GENERAL CONTRACTOR TO PROVIDE (2) 1 1/2" EMPTY CONDUIT FROM BASE BUILDING TIME CLOCK TO SIGN BASE FOR FUTURE INSTALLATION OF LOW-VOLTAGE WIRE. CONDUIT TO BE RUN INTO SIGN BASE BELOW SIGN. C30 P̶R̶E̶-̶F̶O̶R̶M̶E̶D̶ ̶R̶A̶D̶I̶U̶S̶ ̶C̶O̶R̶N̶E̶R̶ ̶B̶R̶I̶C̶K̶ ̶A̶T̶ ̶B̶R̶I̶C̶K̶ ̶B̶U̶I̶L̶D̶I̶N̶G̶ ̶C̶O̶R̶N̶E̶R̶S̶ ̶A̶N̶D̶ ̶B̶R̶I̶C̶K̶ ̶W̶I̶N̶D̶O̶W̶OMIT ̶J̶A̶M̶B̶S̶,̶ ̶T̶Y̶P̶.̶ OMIT C32 PRE-CAST, PRE-COLORED STONE SILL / PARAPET CAP WITH SAW CUT DRIP AND COLORED MORTAR JOINTS - SEE ELEVATIONS FOR FINISH. SEE DETAILS FOR PROFILE. PROVIDE SAMPLES FOR APPROVAL. C38 EXTERIOR CONCRETE SIDEWALK / APRON ON COMPACTED BASE. SEE CIVIL DRAWINGS FOR DETAILS C43 PRE-MANUFACTURED, PRE-FINISHED PAINTED STEEL PARAPET CAP FLASHING WITH HEMMED DRIP EDGES AND COLOR MATCHING SEALANT SECURED OVER TREATED SOLID WOOD BLOCKING AS SHOWN. PROVIDE SAMPLES FOR APPROVAL. C84 6" DIA. CONCRETE FILLED PAINTED STEEL BOLLARD TO BE 4'-0" ABOVE FINISHED CONCRETE PAD. PRIME AND PAINT STEEL BOLLARDS W/ EXTERIOR GRADE PAINT. C94 REINFORCED POURED CONCRETE FOOTING AND CMU FOUNDATION WALL. SEE STRUCTURAL DRAWINGS FOR DETAILS. C97 FACTORY PRE-FORMED AND FINISHED COMPOSITE METAL PARAPET CAP PANELS. SLOPE TOP PARAPET CAP BACK FOR DRAINAGE C125 METAL PANEL TO MATCH SIGN BOX. C127 SIGN BOX BY VENDOR C160 COMPOSITE WOOD TRASH ENCLOSURE DOORS WITH GUIDE SUPPORT WHEELS ON BOTTOM LEADING EDGE OF DOOR AND CANE LATCH / LOCK CONFIGURED AS SHOWN. PROVIDE FINISH SAMPLES FOR APPROVAL. 1/2" = 1'-0"1 ENLARGED - TRASH / RECYCLING ENCLOSURE 1/2" = 1'-0"2 ELEVATION - TRASH / RECYCLING ENCLOSURE 1/2" = 1'-0"3 SECTION - TRASH / RECYCLING ENCLOSURE 1/2" = 1'-0"5 ELEV - MONUMENT SIGN 1/2" = 1'-0"6 SECTION - MONUMENT SIGN 1/2" = 1'-0"4 PLANS - MONUMENT SIGN BASE No. Description Date BID AND PERMIT 04.05.2024 B ADDENDUM B 06.05.2024 2 CHANGE DIRECTIVE 2 08.26.2024 9'-2" 8" 1 0 ' - 0 " 2 S301 3 S301 4' - 0 " M I N 1' - 4 " 5' - 6 " 1 ' - 4 " 3' - 0 " 9'-2" 4' - 0 " M I N 6' - 0 " 1' - 6 " 5 S301 12" CMU WALL #5 @ 24"OC VERT IN SOLID GROUTED CORE 8" CMU WALL 1/2" JT MATERIAL 6" CONC SLAB W/ #4 @ 18"OC EW DWL TO MATCH VERT 2'-4"W x 1'-0"D CONC FTG W/ (2) #5 CONT PRECAST CAP SEE ARCH TFE SEE PLAN SEE PLAN TWE TCE SEE PLAN TYP 3" CLR FR O M G R A D E 4' - 0 " BRICK SEE PLAN 8" BOND BEAM W/ (2) #5 CONT DWL TO MATCH VERT COORDINATE WITH ARCH DWGSGRADE, SEE CIVIL 1' - 4 " 4 ' - 0 " M I N V A R I E S LEDGE TYP 4" BRICK LEDGE TYP 4" BRICK (5) #5 CONT #6 @ 24"OC #6 @ 12" VERT W/ HOOK #5 @ 12" HORZ PRECAST CAP, SEE ARCH SIGN AND ATTACHMENT TO CONC PIER BY SIGN SUPPLIER #5 @ 12"OC HORIZ (TOP (4) BARS @ 4"OC) PROVIDE CORNER BARS @ EA END BRICK, SEE ARCH #6 @ 12"OC VERT 3'-8" 2'-0" 1'-4" #4 TIES @ 16"OC GRADE, SEE CIVIL 1' - 4 " 4 ' - 0 " 1 3 ' - 8 " LEDGE TYP 4" BRICK LEDGE TYP 4" BRICK (5) #5 CONT #6 @ 24"OC #6 @ 12" VERT W/ HOOK #5 @ 12" HORZ PRECAST CAP, SEE ARCH #5 TIES @ 12"OC VERTICAL BRICK, SEE ARCH (8) #6 VERTICAL 3'-8" 2'-0" 1'-4" 13 ' - 8 " 2 ' - 0 " 3'-8" 18 ' - 4 " #5 TIES @ 12"OC VERTICAL (8) #6 VERTICAL #6 @ 12"OC VERTICAL 4" BRICK LEDGE 1'-4"4"4" 2'-0" 1' - 4 " 1' - 4 " (2) C8x13.7 (1) EA SIDE OF HSS COLUMN GRID 3/8 PL 1/2"x6"x0'-11" W/ SLOTTED CONN TO PLATE HSS6x3x3/8 COL SEE PLAN FOR LOCATION 3/8 MC12x14.3 BTWN OUTRIGGERS 3 5/8" MTL STUD & CONN TO ANGLE BY SUPPLIER C8x13.7 CONT VERIFY W/ ARCH SEE PLAN 3/16TYP 1 1/2" 22ga METAL DECK ON 362S162-33 @ 16"OC BTWN CHANNELS W/ 3x3 16GA CLIPS @ EA END STL BM SEE PLAN ROOF DECK/PC PLANK, SEE PLAN 8" 4"Ø RAIN LEADER. PROVIDE 3/8"x 2"x8" PLATE T&B TO REINFORCE WEB SEE PLAN TSE 3/16 HSS COL, SEE PLAN BRICK VENEER SEE ARCH RIGID INSUL SEE ARCH CONC SLAB SEE PLAN SEE FOR ADDL INFO /13 S300 GRADE OR SIDEWALK SEE CIVIL A 1 1 / 2 " 9" 1 1 / 2 " 3" 3" BASE PLATEA PL 3/4" (2) 3/4"Ø HILTI HUS- EZ SCREW ANCHORS (5" EMBED) W/ 1/2" NON-SHRINK GROUT SOLID GROUT CORES I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE: REG. NO.: Matthew J. Van Hoof 41673 CHECKED BY: DATE: DRAWN BY: PROJECT: REVISIONS: BID AND PERMIT 2051 KILLEBREW DRIVE, SUITE 680, BLOOMINGTON, MN 55425 P. 651.451.4605 KOMAINC.COM THE DESIGNS AND PLANS INDICATED ON THIS DRAWING ARE THE PROPERTY OF KRECH, O'BRIEN, MUELLER & ASSOCIATES, INC. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT THE WRITTEN PERMISSION OF KRECH, O'BRIEN, MUELLER & ASSOCIATES, INC. 04.03.2024 LA K E V I L L E H E A L T H P H A S E I KX MJV 24011 CO U N T Y R O A D 4 6 & B U C K H I L L R O A D LA K E V I L L E , M N FO U N D A T I O N D E T A I L S S301 04/05/2024 3/8" = 1'-0"1 MONUMENT SIGN SECTION 3/4" = 1'-0"4 FOUNDATION @ TRASH ENCLOSURE 3/4" = 1'-0"3 MONUMENT SIGN SECTION 3/4" = 1'-0"2 MONUMENT SIGN SECTION 3/4" = 1'-0"5 MONUMENT SIGN FOUNDATION 3/4" = 1'-0"6 CANOPY CONNECTION 3/4" = 1'-0"7 STEEL COLUMN CONNECTION