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HomeMy WebLinkAboutsurvey sign - MNGI1.2 Channel Letters CHANNEL LETTER (3’’ DEPTH) FLUSH MOUNTED SECONDARY JUNCTION BOX LED DRIVER IN TRANSFORMER BOX FINAL ELECTRICAL CONNECTION BY OTHERS Section Scale: 3”=1’-0”1 3’’ ALL ELECTRICAL PENETRATIONS TO BE SEALED W/ SILICONE 3/16" ACRYLIC FACE .050" PRE-FINISHED WHITE ALUMINUM BACK TRIM CAP .040 PRE-FINISHED ALUMINUM RETURN LED UNITS NON-CORROSIVE WALL ANCHOR SIZE & STYLE DETERMINED BY MOUNTING APPLICATION ATTACHED W/GROUND LUG #10-24 THRU-BOLT GROUND WIRE14GA. MIN. CL ASS 3P LOW VOLTAGE WIRES TO LED DRIVER 3/8" FLEXABLE METAL CONDUIT (3' MIN.) W/ 3/8" STRAIGHT SCREW-IN FLEX CONNECTOR (2) 1/4" DRAIN HOLES AT EVERY LOW SPOT (EXTERIOR APPLICATIONS ONLY) 9611 James Ave S. Minneapolis, Minnesota 55431 952 641 9600 archetypesign.com This print is meant as a representation of a sign show vin consideration of being manufactured by Archetype. Materials may influence final result. Samples available upon request. Graphic Design time is included in the total purchase price. Designs contained herein are not meant to be exhibited to others outside of included parties and employees. Designs received from Archetype may not be manufactured by others without reimbursement for time spent in the creation of these designs or any resemblance. Drawings may contain elements considered artistic intellectual property of Steve Carpenter, owner. ©Archetype Page: Type: Approved: Contact: Description: Project: Job Number: Date: Rev. 1: Rev. 2: Rev. 3: Rev. 4: Rev. 5: Designer: Steve Hirtz 952 641 9629 steveh@archetypesign.com MNGI Digestive Health Lakeville, MN Q-102704 11.03.22 01.12.23 01.13.23 07.14.23 DG LEVEL 01 100' - 0" TOP OF STEEL 158' - 4" LEVEL 02 114' - 0" PARAPET A 159' - 8" LVL 01 - TYP WDW SILL 103' - 8" LVL 02 - TYP WDW SILL 117' - 8" LVL 01 - TYP WDW HEAD 109' - 0" LVL 03 - TYP WDW HEAD 137' - 0" LEVEL 04 142' - 0" LVL 01 - ACCENT HEAD 111' - 0" LVL 03 - ACCENT HEAD 139' - 0" TOP OF BRICK 144' - 0" LOWER LEVEL 88' - 4" LVL 04 - TYP WDW SILL 145' - 8" LVL 04 - TYP WDW HEAD 151' - 0" LVL 04 - ACCENT HEAD 153' - 0" LVL 02 - TYP WDW HEAD 123' - 0" LVL 02 - ACCENT HEAD 125' - 0" LEVEL 03 128' - 0" LVL 03 - TYP WDW SILL 131' - 8" 4" x 4" x 12" MODULAR BRICK VENEER, FINISH 1 - RED/BROWN PRE-COLORED, PRE-CAST STONE SILL COMPOSITE METAL PANEL PILASTERS THERMALLY BROKEN GLAZING FRAMES WITH GREY TINTED CLEAR VISION INSULATED AND LOW-E COATED GLASS, TYP. 4" STONE VENEER PILASTER BASE COMPOSITE METAL PANEL EYEBROW 4" x 4" x 12" MODULAR BRICK VENEER SOLDIER COURSE, FINISH 1 - RED/BROWN 4" H. PRE-FORMED PAINTED METAL PARAPET CAP FLASHING 4" x 4" x 12" MODULAR BRICK VENEER, FINISH 2 - GREY THERMALLY BROKEN GLAZING FRAMES WITH GREY TINTED CLEAR VISION INSULATED AND LOW-E COATED GLASS, TYP. COMPOSITE METAL PANEL PARAPET CAP PRE-COLORED, PRE-CAST STONE LINTEL HORIZONTALLY CORRUGATED METAL PANEL ROOF TOP EQUIPMENT ENCLOSURE INTERNALLY LIT BUILDING SIGN 4" H. PRE-FORMED PAINTED METAL PARAPET CAP FLASHING THERMALLY BROKEN GLAZING FRAMES WITH GREY TINTED CLEAR VISION INSULATED AND LOW-E COATED GLASS, TYP. 2" D. x VARYING HEIGHT x VARYING WIDTH STONE VENEER COMPOSITE METAL CANOPY STONE VENEER CANOPY COLUMN BASE B.O. CANOPY 112' - 0" COMPOSITE METAL PARAPET CAP LEVEL 01 100' - 0" TOP OF STEEL 158' - 4" LEVEL 02 114' - 0" PARAPET A 159' - 8" LVL 01 - TYP WDW SILL 103' - 8" LVL 02 - TYP WDW SILL 117' - 8" LVL 01 - TYP WDW HEAD 109' - 0" LVL 03 - TYP WDW HEAD 137' - 0" LEVEL 04 142' - 0" LVL 01 - ACCENT HEAD 111' - 0" LVL 03 - ACCENT HEAD 139' - 0" TOP OF BRICK 144' - 0" LOWER LEVEL 88' - 4" LVL 04 - TYP WDW SILL 145' - 8" LVL 04 - TYP WDW HEAD 151' - 0" LVL 04 - ACCENT HEAD 153' - 0" LVL 02 - TYP WDW HEAD 123' - 0" LVL 02 - ACCENT HEAD 125' - 0" LEVEL 03 128' - 0" LVL 03 - TYP WDW SILL 131' - 8" 4" x 4" x 12" MODULAR BRICK VENEER, FINISH 1 - RED/BROWN PRE-COLORED, PRE-CAST STONE SILL THERMALLY BROKEN GLAZING FRAMES WITH GREY TINTED CLEAR VISION INSULATED AND LOW-E COATED GLASS, TYP. 4" x 4" x 12" MODULAR BRICK VENEER SOLDIER COURSE, FINISH 1 - RED/BROWN 4" H. PRE-FORMED PAINTED METAL PARAPET CAP FLASHING 4" x 4" x 12" MODULAR BRICK VENEER, FINISH 2 - GREY THERMALLY BROKEN GLAZING FRAMES WITH GREY TINTED CLEAR VISION INSULATED AND LOW-E COATED GLASS, TYP. COMPOSITE METAL PANEL PARAPET CAP 4" x 4" x 12" MODULAR BRICK VENEER SOLDIER COURSE, FINISH 1 - RED/BROWN PRE-COLORED, PRE-CAST STONE LINTEL COMPOSITE METAL PANEL OVERHANGINSULATED PAINTED METAL OVERHEAD DOOR HORIZONTALLY CORRUGATED METAL PANEL ROOF TOP EQUIPMENT ENCLOSURE 4" H. PRE-FORMED PAINTED METAL PARAPET CAP FLASHING B.O. CANOPY 112' - 0" COMPOSITE METAL CANOPY STONE VENEER CANOPY COLUMN BASE BUILDING SIGNAGE AREA CALCULATIONS ALLOWED AREA OF WALL SIGNAGE PER CHAPTER 3 SIGN ORDINANCE SECTION 11-23-15 TENANT BUILDING SIGNS: (1) WALL SIGN PER TENANT EXTERIOR WALL SIGNS NOT EXCEED 100SF BUILDING MONUMENT SIGN: (1) MONUMENT SIGN NOT TO EXCEED 10'-0" SIGN AREA NOT TO EXCEED 100SF PROPOSED PRELIMINARY BUILDING SIGNAGE AREA: NORTH: (1) BUILDING ADDRESS SIGN AT 12 SF - ANODIZED ALUMINUM NUMBERS (3) BUILDING TENANT SIGNS AT 100 SF EACH - INTERNALLY LIT LED (1) BUILDING SIGN AT 100 SF - INTERNALLY LIT LED SOUTH: MONUMENT SIGN: (1) AT 13'-0" W X 10'-0" H INTERNALLY LIT CABINET WITH ANODIZED ALUMINUM LETTERS ACTUAL SIGN AREA 100 SF BUILDING MATERIAL CALCULATIONS CLASS 1 BUILDING MATERIALS REQUIRED: 65% CLASS 1 BUILDING MATERIALL PROVIDED: 100% BUILDING MATERIALS BY ELEVATION: ELEVATION S.F. OF ELEVATION % OF ELEVATION NORTH: BRICK: 5,327 43 STONE: 720 5 COMPOSITE METAL: 1,199 10 GLASS: 5,214 42 EAST: BRICK: 5,794 71 STONE: 328 4 COMPOSITE METAL: 360 4 GLASS: 1,730 21 SOUTH: BRICK: 6,148 49 STONE: 140 1 COMPOSITE METAL: 1,092 9 GLASS: 5,160 41 WEST: BRICK: 5,885 72 STONE: 340 4 COMPOSITE METAL: 219 3 GLASS: 1,765 21 BUILDING: BRICK: 23,154 56 STONE: 1,528 4 COMPOSITE METAL: 2,870 7 GLASS: 13,869 33 Drawn By Checked By Project No ©2019 SYNERGY ARCHITECTURE STUDIO, LLC33 SOUTH 6TH STREET SUITE 4660 MINNEAPOLIS, MN 55402 612 . 383 . 2701 | SYNERGYARCHSTUDIO.COM 1/26/2022 2:23:39 PMA300-P PRELIMINARY ELEVATIONS LAKEVILLE MEDICAL PJG EM / MN 0025 18645 ORCHARD TRAIL LAKEVILLE, MN 1/8" = 1'-0"1 PRELIMINARY ELEVATION - NORTH 1/8" = 1'-0"2 PRELIMINARY ELEVATION - EAST No. Description Date CITY SUBMITTAL 05.01.2020 CITY SUBMITTAL 07.21.2020 CITY SUBMITTAL 10.19.2021 CITY SUBMITTAL 01.26.2022 100 SF MAX18465 Lakeville Specialty Center CANOPY CLEARANCE SIGN 11'-6" CANOPY CLEARANCE SIGN 11'-6" LEVEL 01 100' - 0" TOP OF STEEL 158' - 4" LEVEL 02 114' - 0" PARAPET A 159' - 8" LVL 01 - TYP WDW SILL 103' - 8" LVL 02 - TYP WDW SILL 117' - 8" LVL 01 - TYP WDW HEAD 109' - 0" LVL 03 - TYP WDW HEAD 137' - 0" LEVEL 04 142' - 0" LVL 01 - ACCENT HEAD 111' - 0" LVL 03 - ACCENT HEAD 139' - 0" TOP OF BRICK 144' - 0" LOWER LEVEL 88' - 4" LVL 04 - TYP WDW SILL 145' - 8" LVL 04 - TYP WDW HEAD 151' - 0" LVL 04 - ACCENT HEAD 153' - 0" LVL 02 - TYP WDW HEAD 123' - 0" LVL 02 - ACCENT HEAD 125' - 0" LEVEL 03 128' - 0" LVL 03 - TYP WDW SILL 131' - 8" 4" x 4" x 12" MODULAR BRICK VENEER, FINISH 1 - RED/BROWN PRE-COLORED, PRE-CAST STONE SILL THERMALLY BROKEN GLAZING FRAMES WITH GREY TINTED CLEAR VISION INSULATED AND LOW-E COATED GLASS, TYP. 4" x 4" x 12" MODULAR BRICK VENEER SOLDIER COURSE, FINISH 1 - RED/BROWN 4" H. PRE-FORMED PAINTED METAL PARAPET CAP FLASHING 4" x 4" x 12" MODULAR BRICK VENEER, FINISH 2 - GREY THERMALLY BROKEN GLAZING FRAMES WITH GREY TINTED CLEAR VISION INSULATED AND LOW-E COATED GLASS, TYP. COMPOSITE METAL PANEL PARAPET CAP 4" x 4" x 12" MODULAR BRICK VENEER SOLDIER COURSE, FINISH 1 - RED/BROWN PRE-COLORED, PRE-CAST STONE LINTEL B.O. CANOPY 112' - 0" HORIZONTALLY CORRUGATED METAL PANEL ROOF TOP EQUIPMENT ENCLOSURE 4" H. PRE-FORMED PAINTED METAL PARAPET CAP FLASHING DECORATIVE PAINTED STEEL FENCE STACKED CONCRETE BLOCK RETAINING WALL - SEE CIVIL LEVEL 01 100' - 0" TOP OF STEEL 158' - 4" LEVEL 02 114' - 0" PARAPET A 159' - 8" LVL 01 - TYP WDW SILL 103' - 8" LVL 02 - TYP WDW SILL 117' - 8" LVL 01 - TYP WDW HEAD 109' - 0" LVL 03 - TYP WDW HEAD 137' - 0" LEVEL 04 142' - 0" LVL 01 - ACCENT HEAD 111' - 0" LVL 03 - ACCENT HEAD 139' - 0" TOP OF BRICK 144' - 0" LOWER LEVEL 88' - 4" LVL 04 - TYP WDW SILL 145' - 8" LVL 04 - TYP WDW HEAD 151' - 0" LVL 04 - ACCENT HEAD 153' - 0" LVL 02 - TYP WDW HEAD 123' - 0" LVL 02 - ACCENT HEAD 125' - 0" LEVEL 03 128' - 0" LVL 03 - TYP WDW SILL 131' - 8" 4" x 4" x 12" MODULAR BRICK VENEER, FINISH 1 - RED/BROWN PRE-COLORED, PRE-CAST STONE SILL COMPOSITE METAL PANEL PILASTERS THERMALLY BROKEN GLAZING FRAMES WITH GREY TINTED CLEAR VISION INSULATED AND LOW-E COATED GLASS, TYP. 4" STONE VENEER PILASTER BASE COMPOSITE METAL PANEL EYEBROW 4" x 4" x 12" MODULAR BRICK VENEER SOLDIER COURSE, FINISH 1 - RED/BROWN 4" H. PRE-FORMED PAINTED METAL PARAPET CAP FLASHING 4" x 4" x 12" MODULAR BRICK VENEER, FINISH 2 - GREY THERMALLY BROKEN GLAZING FRAMES WITH GREY TINTED CLEAR VISION INSULATED AND LOW-E COATED GLASS, TYP. COMPOSITE METAL PANEL PARAPET CAP PRE-COLORED, PRE-CAST STONE LINTEL HORIZONTALLY CORRUGATED METAL PANEL ROOF TOP EQUIPMENT ENCLOSURE 4" H. PRE-FORMED PAINTED METAL PARAPET CAP FLASHING 2' - 0"SIGN CABINET7' - 6" 6" SIGN CABINET 13' - 0"10' - 0"PRE-COLORED, PRE-CAST STONE SILL 4" x 4" x 12" MODULAR BRICK VENEER, FINISH 1 - RED/BROWN LED INTERNALLY LIT SIGN BOX WITH ROUTED AND PUSHED-THRU ANODIZED ALUMINUM LETTERS 4" H. PRE-FORMED PAINTED METAL CAP FLASHING Drawn By Checked By Project No ©2019 SYNERGY ARCHITECTURE STUDIO, LLC33 SOUTH 6TH STREET SUITE 4660 MINNEAPOLIS, MN 55402 612 . 383 . 2701 | SYNERGYARCHSTUDIO.COM 1/26/2022 2:24:03 PMA301-P PRELIMINARY ELEVATIONS LAKEVILLE MEDICAL PJG EM / MN 0025 18645 ORCHARD TRAIL LAKEVILLE, MN 1/8" = 1'-0"2 PRELIMINARY ELEVATION - WEST 1/8" = 1'-0"1 PRELIMINARY ELEVATION - SOUTH 1/4" = 1'-0"3 ELEVATION - MONUMENT SIGN No. Description Date CITY SUBMITTAL 05.01.2020 CITY SUBMITTAL 07.21.2020 CITY SUBMITTAL 10.19.2021 CITY SUBMITTAL 01.26.2022 100 SF MAX 100 SF MAX 100 SF MAX 100 SF MAX 18465 MONUMENT 100 SF MAX MNGI ALLINA HEALTH ALLINA HEALTH SURGERY CENTER URGENT CARE ADDRESS ALLINA HEALTH ALLINA HEALTH SURGERY CENTER MNGI URGENT CARE 18 8 4 2 FD FD UP PROPOSED BUILDING FFE-1068.50 GFE-1056.25 40.0' 27.0' 15.0' 24.0' 20.0' 20.0' 15.0' 6.0' 10 16 17 17 18 8 3'R 3'R 3'R 3'R 3'R 3'R 3'R 4'R 4'R 20'R 5'R 7'R CONCRETE SIDEWALK (SEE ARCH PLANS FOR STOOP INFO) EDGE OF NEW BITUMINOUS 25'R 3'R 7'R 71'R 65'R 50'R 3'R 24.0' 20.0' 20.0' TIE PROPOSED RETAINING WALL INTO EXISTING MODULAR BLOCK RETAINING WALL (SEE GRADING PLAN) 2 15.0' MONUMENT SIGN. SEE ARCHITECTURAL. 20'R B612 CURB/ GUTTER SEE ARCH AND STRUCTURAL PLANS FOR PARKING GARAGE AND GARAGE ROOFTOP PARKING INFORMATION AND PRECAST DECK PARKING STRUCTURE GARAGE TO LOWER LEVEL GARAGE 2 TIE CURB/GUTTER INTO EXISTING 28.3' 36.6' 26.0' 26.0' 14.7' 16.3' 5' WIDE SIDEWALK 29.4' 30'R MODULAR BLOCK RETAINING WALL (SEE GRADING PLAN) SEE ARCH AND STRUCTURAL PLANS FOR LOWER LEVEL TUNNEL INFO STORM BASIN STORM BASIN CONCRETE PAD FOR GENERATOR - SEE MECHANICAL FOR PAVEMENT INFORMATION RAISED CONCRETE PAVEMENT FOR CARD READER (SEE ARCH PLANS) AREA WELL (SEE ARCH PLANS SEE ARCH PLAN FOR STOOP INFORMATION-TYP AREA WELL (SEE ARCH PLANS MATCH PROPOSED SIDEWALK TO SIDEWALK ON PARKING DECK (SEE STRUCTURAL) SEE ARCH PLANS FOR TRASH ENCLOSURE MODIFICATIONS 9.0' 9.0' 9.0' 9.0' 20.0' 18.0' DRAINAGE TRENCH (SEE GRADING PLAN,UTILITY PLAN, AND CIVIL DETAILS FOR INFO AREA WELL (SEE ARCH PLANS) 40'R NO GRADING BEYOND CONSERVATION EASEMENT LINE. SEE ARCH/STRUCTURAL PLANS REGARDING MEASURES TAKEN TO INHIBIT ANY DISTURBANCE WITHIN THE EASEMENT STOP SIGN (SEE NOTES) HC SIGN (CONTRACTOR TO COORD. W/ STRUCTURAL FOR ANCHOR NO PARKING SIGN (SEE NOTE) 8'X8' CONCRETE PAD FOR TRANSFORMER (BY OTHERS) 17 PROOF OF PARKING STALLS 2'R 4 PROOF OF PARKING STALLS B612 CURB/GUTTER TERMINATE B612 CURB/GUTTER AT STRUCTURAL WALL TERMINATE B612 CURB/GUTTER AT STRUCTURAL WALL B612 CURB/GUTTER 2-CONCRETE REINFORCED STEPS 5.0' N SCALE IN FEET 0 30 60 05/01/20 CITY SUBMITTAL 07/21/20 CITY SUBMITTAL 08/20/20 CITY COMMENTS 10/19/21 CITY SUBMITTAL 01/26/22 CITY SUBMITTAL 03/28/22 CITY SUBMITTAL 04/07/22 CONST. DOCS. 4/12/21 CITY COMMENTS 4/22/22 ADDENDUM A 04/29/22 ADDENDUM B 05/04/22 ADDENDUM C 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.19730 PJD DDL PJD 05/08/23 04/07/22 LOUCKS W:\2019\19730\CADD DATA\CIVIL\_dwg Sheet Files\C2-1 Site PlanPlotted: 05 /08 / 2023 9:22 AM7200 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 LAKEVILLE, MN 33 SOUTH 6TH STREET, SUITE 4650 MINNEAPOLIS, MN 55402 C1-1 C2-1 C3-1 C3-2 C3-3 C4-1 C8-1 C8-2 L1-1 L1-2 DEMOLITION PLAN SITE PLAN GRADING PLAN SWPPP SWPPP NOTES UTILITY PLAN CIVIL DETAILS CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE DETAILS 05/11/22 CITY SUBMITTAL 05/24/22 CITY SUBMITTAL 06/07/22 ADDENDUM E 11/21/22 CHANGE DIRECTIVE 7 01/05/23 CHANGE DIRECTIVE 8 05/08/23 CHANGE DIRECTIVE 13 PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM 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 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 DENOTES CONCRETE SIDEWALK DENOTES BITUMINOUS PAVEMENT PAVEMENT LEGEND 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. SITE PLAN C2-1 CURRENT ZONING:PUD - PLANNED UNIT DEVELOPMENT DISTRICT BUILDING SETBACK:40 FT. FRONT, 25' SIDE PROPERTY AREA:4.236 AC. PROPOSED IMPERVIOUS AREA:3.218 AC. (75.97%) PROPOSED PERVIOUS AREA:1.018 AC. (24.03%) 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. 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 20' 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 ELECTRICAL PLAN FOR SITE LIGHTING. 9.ALL SIGN POSTS TO BE 2.25" Ø ALUMINUM POSTS. 10.CONTRACTOR TO SUBMIT SHOP DRAWING OF MODULAR BLOCK WALLS TO CIVIL ENGINEER FOR REVIEW AN APPROVAL PRIOR TO INSTALLATION. SHOP DRAWINGS TO BE DESIGNED AND SIGNED BY A LICENSED ENGINEER. SEE ARCHITECTURAL PLANS FOR RETAINING WALL PRODUCT/COLOR INFORMATION. 11.ALL DRIVE LANES TO BE HEAVY-DUTY BITUMINOUS PAVEMENT AND PARKING STALLS TO BE STANDARD DUTY BITUMINOUS. SEE DETAIL ON C8-1 OFF-STREET PARKING CALCULATIONS CITY PARKING REQUIREMENT: GROSS BUILDING MINUS 10% THEN ONE STALL PER 200 SF. REQUIRED STALLS = 100,000 SF x 90% = 90,000 SF..... 90,000/200 = 450 STALLS PROPOSED SURFACE STALLS = 90 PROPOSED SURFACE STALLS ON DECK = 128 (INCLUDES 8 HANDICAP STALLS) UNDERGROUND STALLS =205 (INCLUDES 2 HANDICAP STALLS) PROOF OF PARKING = 21 TOTAL PROPOSED STALLS = 444 SITE NOTES SITE DATA DENOTES HEAVY DUTY CONCRETE SIGNAGE INFORMATION STOP SIGN - R1-1 NO PARKING SIGN - R8-31 MONUMENT DIRECTIONAL SIGN: RIGHT- LAKEVILLE SPECIALTY CENTER DIRECTIONAL SIGN: LEFT - PATIENT DROP OFF FORWARD - PATIENT PARKING OVERHEAD MAX LOAD / CLEARANCE SIGN STAFF PARKING ENTRANCE / CLERANCE EXIT OVERHEAD MAX LOAD / CLEARANCE SIGN WALL SIGN: BUILDING NAME WALL SIGN: TENANT A WALL SIGN: TENANT B WALL SIGN: TENANT C WALL SIGN: TENANT D SIGN NOTES 7'-6" MNGI ALLINA HEALTH ALLINA HEALTH SURGERY CENTER URGENT CARE