## WOODHILL DRIVE ## ROSEVILLE, MN 55113 ## CITY OF ROSEVILLE ## MAINTENANCE AND ## OPERATIONS CENTER - SOUTH ## PROJECT TEAM ## CLIENTPROJECT MANAGERCIVIL ENGINEERLANDSCAPE ARCHITECT ## ARCHITECTSTRUCTURAL ENGINEERMECHANICAL ENGINEERELECTRICAL ENGINEER ## CITY OF ROSVILLE ## 2660 CIVIC CENTER DR. ## ROSEVILLE, MN ## PHONE: (651) 444-9810 ## CONTACT: JESSE FREIHAMMER ## EMAIL: ## JESSE.FREIHAMME@CITYOFROSE ## VILLE.COM ## RENDERING IMAGE ## SHEET INDEXSTATE MAP ## PROJECT SITE ## ROSEVILLE, MN ## LOCATION MAP ## MOC SOUTH ## PROJECT ## LOCATION ## MAP DATA ©2026 RAMSEY COUNTY GIS ## LHB, INC. ## 701 WASHINGTON AVE N. ## SUITE 200 ## MINNEAPOLIS, MN 55401 ## PHONE: (612) 338-2029 ## CONTACT: GREGG CURTIS ## E-MAIL: ## GREGG.CURTIS@LHBCORP.COM ## LHB, INC. ## 701 WASHINGTON AVE N. ## SUITE 200 ## MINNEAPOLIS, MN 55401 ## PHONE: (612) 338-2029 ## CONTACT: BEN KOBOLD ## E-MAIL: ## BEN.KOBOLD@LHBCORP.COM ## LHB, INC. ## 701 WASHINGTON AVE N. ## SUITE 200 ## MINNEAPOLIS, MN 55401 ## PHONE: (612) 338-2029 ## CONTACT: JAKE MELBOSTAD ## E-MAIL: ## JAKE.MELBOSTAD@LHBCORP.COM ## LHB, INC. ## 701 WASHINGTON AVE N. ## SUITE 200 ## MINNEAPOLIS, MN 55401 ## PHONE: (612) 338-2029 ## CONTACT: MARTIN THOMPSON ## E-MAIL: ## MARTIN.THOMPSON@LHBCORP. ## COM ## LHB, INC. ## 701 WASHINGTON AVE N. ## SUITE 200 ## MINNEAPOLIS, MN 55401 ## PHONE: (612) 338-2029 ## CONTACT: JORDAN CABAK ## E-MAIL: ## JORDAN.CABAK@LHBCORP.COM ## LHB, INC. ## 701 WASHINGTON AVE N. ## SUITE 200 ## MINNEAPOLIS, MN 55401 ## PHONE: (612) 338-2029 ## CONTACT: JESS VETRANO ## E-MAIL: ## JESS.VETRANO@LHBCORP.COM ## LHB, INC. ## 701 WASHINGTON AVE N. ## SUITE 200 ## MINNEAPOLIS, MN 55401 ## PHONE: (612) 338-2029 ## CONTACT: MATT COLIANNI ## E-MAIL: MATT.COLIANNI ## @LHBCORP.COM ## EQUIPMENT DESIGN ## HDR ## 1601 UTICA AVENUE SOUTH ## SUITE 600 ## ST. LOUIS PARK, MN 55416-3400 ## PHONE: (303) 318-6331 ## CONTACT: JACKSON ROREX ## E-MAIL: ## JACKSON.ROREX@HDRINC.COM ## MOC NORTH ## PROJECT ## LOCATION ## WOODHILL DR ## LEXINGTON AVE NORTH ## CIVIC CENTER DRIVE NORTH ## COUNTY ROAD C WEST ## HAMLINE AVE NORTH ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## N ## O ## T ## F ## O ## R ## C ## O ## N ## S ## T ## R ## U ## C ## T ## I ## O ## N ## P ## R ## E ## L ## I ## M ## I ## N ## A ## R ## Y ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## A ## CONSULTANT: 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 06/05/2026 SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## Autodesk Docs://250485 Roseville MOC - LPCDS/250485 Roseville MOC South A25.rvt ## 6/5/2026 3:17:47 PM ## G001 ## MC/IC ## MST 250485 ## PROJECT TITLE ## SHEET 0 6 / 0 5 / 2 0 2 6 ## ROSEVILLE MOC ## SOUTH ## WOODHILL DRIVE ## ROSEVILLE, MN 55113 ## ARCHITECTURAL ## #SHEET NAMESD DD CD ## A101OVERALL FLOOR PLAN● ## A ## 101AFLOOR PLAN -AREA A● ## A101BFLOOR PLAN -AREA B● ## A101CFLOOR PLAN -AREA C● ## A101DFLOOR PLAN -AREA D● ## A102FLOOR PLAN - MEZZANINES● ## A111ROOF PLAN● ## A201OVERALL EXTERIOR ELEVATIONS● ## A301BUILDING SECTIONS● ## GENERAL ## #SHEET NAMESD DD CD ## G001PROJECT TITLE SHEET● ## G ## 004CODE PLAN● ## CIVIL ## #SHEET NAMESD DD CD ## C101REMOVALS & INITIAL EROSION CONTROL PLAN● ## C201UTILITY PLAN● ## C301GRADING PLAN● ## C401SURFACING & LAYOUT PLAN● ## LANDSCAPE ARCHITECTURE ## #SHEET NAMESD DD CD ## L100TREE PRESERVATION PLAN● ## L101LANDSCAPE PLAN● ## L500TREE PROTECTION DETAILS● ## L501LANDSCAPE DETAILS● ## EQUIPMENT ## #SHEET NAMESD DD CD ## Q001EQUIPMENT ABBREVIATIONS, NOTES & SYMBOLS ## Q101OVERALL EQUIPMENT PLAN - SOUTH MOC ## Q101AEQUIPMENT PLAN - SOUTH MOC - AREA A ## Q101BEQUIPMENT PLAN - SOUTH MOC - AREA B ## Q101CEQUIPMENT PLAN - SOUTH MOC - AREA C ## Q101DEQUIPMENT PLAN - SOUTH MOC - AREA D ## Q102OVERALL EQUIPMENT PLAN - OVERHEAD - SOUTH MOC ## Q102AEQUIPMENT PLAN - OVERHEAD - SOUTH MOC - AREA A ## Q102BEQUIPMENT PLAN - OVERHEAD - SOUTH MOC - AREA B ## Q102CEQUIPMENT PLAN - OVERHEAD - SOUTH MOC - AREA C ## Q102DEQUIPMENT PLAN - OVERHEAD - SOUTH MOC - AREA D ## Q301EQUIPMENT SECTION - HEAVY DUTY BAY & VEHICLE ## REPAIR SHOP SECTION ## Q401EQUIPMENT ENLARGED PLAN - FLUID/COMPRESSOR ROOM ## Q601EQUIPMENT SCHEDULES ## Q602EQUIPMENT SCHEDULES Attachment 5 ## MNBC 602.1 ..."WHERE REQUIRED TO HAVE A FIRE-RESISTANCERATING BY TABLE 601, ## BUILDING ELEMENTS SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF SECTION 703.2. ## THE PROTECTION OF OPENINGS, DUCTS AND AIR TRANSFER OPENINGS IN BUILDING ## ELEMENTS SHALL NOT BE REQUIRED UNLESS REQUIRED BY OTHER PROVISIONS OF THIS ## CODE." 1hFP ## WALL RATING ## FIRE SEPARATION CATEGORY ## FP FIRE PARTITION ## FB FIRE BARRIER ## FW FIRE WALL ## SW SHAFT WALL (FIRE BARRIER) ## SP SMOKE PARITION ## SB SMOKE BARRIER ## **STRUCTURAL PROTECTION REQUIRED BY TABLE 602.1.; SEE NOTE BELOW ## FIRE RATING KEY ## CODE LEGEND ## EXIT ACCESS TRAVEL DISTANCE ## COMMON PATH OF TRAVEL DISTANCE ## DEAD END CORRIDOR DISTANCE ## CODE OCCUPANCY TAG ## PARKING ## 1,500 GSF ## S-2300 5 ## OCCUPANCY DESCRIPTION ## SQUARE FOOTAGE ## BUILDING/AREA OCCUPANCY CLASSIFICATION ## OCCUPANT LOAD FACTOR ## OCCUPANT LOAD ## EXIT TAG / 100 24" 36" ## OCCUPANTS ## INDICATES EGRESS EXIT ## REQUIRED EXIT WIDTH ## PROVIDED EXIT WIDTH ## TRAVEL DISTANCE PATH ## EXIT SIGN (CEILING MOUNTED) ## EXIT SIGN (WALL MOUNTED) ## EMERGENCY BATTERY LIGHT ## REMOTE EMERGENCY BATTERY LIGHT ## EXIT SIGNAGE ## GENERAL CODE / LIFE SAFETY NOTES ## A. SPECIAL INSPECTIONS AS IDENTIFIED BY IBC CHAPTER 17 ARE NOT REQUIRED FOR THIS ## PROJECT. ## B. REFER TO ELECTRICAL DRAWINGS FOR EXIT SIGN LOCATIONS. ## 8,586 SF ## VEHICLE MAINT. ## S-1500 18 ## 1,106 SF ## VEHICLE MAINT. OFFICE ## B150 8 ## 9,497 SF ## VEHCILE MAINT. ## S-1500 19 ## 43,113 SF ## VEHICLE / WARM STORAGE ## S-2200 216 ## 1,576 SF ## BREAKROOM ## A-315 106 ## 7,786 SF ## OFFICE ## B150 52 ## 25,656 SF ## VEHCILE / WARM STORAGE ## S-2200 129 / 79 16" 72" / 79 16" 36" / 2 6 . 7 " 3 6 " / 12 2.25" 36" / 12 36" 112' - 0" 195' - 2" 120' - 0" 95' - 0" 161' - 0" 120' - 0" 278' - 0" 251' - 0" 80' - 0" 149' - 0" / 31 6.2"36" / 31 6.2"36" / 31 6.2"36" / 12 2.25" 36" / 12 2.25" 36" / 111 26.7" 72" / 31 6.2"36" / 31 6.2"36" / 31 6.2"36" / 31 6.2"36" ## KEYPLAN ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## N ## O ## T ## F ## O ## R ## C ## O ## N ## S ## T ## R ## U ## C ## T ## I ## O ## N ## P ## R ## E ## L ## I ## M ## I ## N ## A ## R ## Y ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## AB ## CD ## A ## CONSULTANT: 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 06/05/2026 SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## Autodesk Docs://250485 Roseville MOC - LPCDS/250485 ## Roseville MOC South A25.rvt ## 6/5/2026 3:17:49 PM ## G004 ## MC/IC ## MST 250485 ## CODE PLAN 0 6 / 0 5 / 2 0 2 6 ## ROSEVILLE MOC ## SOUTH ## WOODHILL DRIVE ## ROSEVILLE, MN 55113 1/16" = 1'-0" ## G004 ## A1 ## LEVEL 1 > > ## ST > > ## ST > > ## ST > > ## ST > > ## ST ## X ## X ## X ## X ## X ## X ## X ## X ## X ## XXX ## XXX ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## EM ## EM ## EM ## EM | | ## H ## Y ## D | | ## H ## Y ## D | | ## H ## Y ## D > > > > > > > > > > > > > > > > ## ST ## EXISTING ## BUILDING ## F.F.E=930.96 ## EXISTING ## BUILDING ## EXISTING ## BUILDING ## F.F.E=931.13 ## CANOPY ## F.F.E=933.99 ## F.F.E=934.05 ## F.F.E=933.99 ## F.F.E=933.98 ## F.F.E=933.98 ## F.F.E=934.07 ## SHIPPING ## CONTAINER ## EB ## EB ## EB > > > > > > > > > > > > > ## RCP 15" ## RCP 15" ## RCP 15" ## RCP 15" ## RCP 12" ## RCP 12" > > ## RCP 12" > > > > > > > > > > > > > > > > ## RCP 12" ## CAST IRON 15" ## RCP 12" ## PVC 12" > > > > > > ## RCP 12" ## PVC 12" > > > > > ## RCP 12" ## RCP 12" > > ## RCP 12" > ## RCP 18" > > > > > > > > > > > > > > > > > > > ## RCP 15" ## RCP 18" ## RCP 15" ## PVC 8" ## RCP 15" ## RCP 12" > > > > > ## RCP 12" ## RCP 12" ## PVC 12" > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > ## RCP 18" ## RCP 18" >> >> ## S >> ## S ## WOODHILL DRIVE | | | | | | | | | | | | | | | |||||||||||||||||||||||| ||||||||||||||||||||||||||||||||||||||| |||||||||||||||| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | > > ## ST | | > > ## ST ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## SNOW PILE ## CIVIC CENTER DRIVE | | ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO > > > > > > > ## RCP 12" ## 934.84 TNH ## 930.14 TNH ## 936.37 TNH ## W ## S ## O | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## MAILBOX ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## ELECTRIC ## OUTLETS ## MAILBOX ## ELECTRIC ## OUTLET ## G ## G ## G ## G ## G ## APPROX. FIBER ## OPTIC LINE PER ## CITY GIS ## APPROX. FIBER ## OPTIC LINE PER ## CITY GIS ## FIBER OPTIC LINE ## PER CITY GIS ## FIBER OPTIC LINE ## PER CITY GIS ## ELECTRIC LINE ## PER CITY GIS ## APPROX STORM LINE ## LOCATION PER CITY ## PLANS ## RADIO TOWER ## RADIO TOWER 929 930 931 933 932 921 923 922 924 925 926 926 927 927 928 929 931 930 932 932 934 935 930 930 931 932 931 932 933 922 923 924 925 927 928 933 >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> ## EM ## CONSTRUCTION LIMITS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ## REMOVE BUILDING. SEE ## ARCH FOR EXTENTS ## ROCK CONSTRUCTION ENTRANCE ## REMOVE CONCRETE WALK ## REMOVE ROCK MULCH ## REMOVE WALL ## REMOVE WALL ## REMOVE TREE (TYP.) ## REMOVE TREE (TYP.) ## REMOVE BUILDING. SEE ## ARCH FOR EXTENTS ## REMOVE BUILDING. SEE ## ARCH FOR EXTENTS ## SALVAGE LIGHT (TYP.) ## PROTECT RADIO TOWER ## AND ENCLOSURE DURING ## CONSTRUCTION ## PROTECT RADIO TOWER ## AND ENCLOSURE DURING ## CONSTRUCTION ## PROTECT EXISTING ## BUILDING TO REMAIN. SEE ## ARCH FOR EXTENTS ## REMOVE CONCRETE PAVEMENT ## REMOVE FUEL TANK ## REMOVE STORM ## STRUCTURES AND PIPING ## REMOVE STORM ## STRUCTURES AND PIPING ## REMOVE STORM ## STRUCTURES AND PIPING ## REMOVE CONCRETE PAVEMENT ## REMOVE CURB ## PROTECT EXISTING ## BUILDING TO REMAIN. ## REMOVE APRON ## SAWCUT & REMOVE BITUMINOUS PAVEMENT ## AND CONCRETE CURB & GUTTER ## REMOVE CONCRETE ## REMOVE VEGETATION ## TYPE I ## TYPE I ## TYPE I ## TYPE I ## TYPE I ## TYPE I ## TYPE I ## TYPE I ## TYPE I ## TYPE I ## INLET PROTECTION (TYP.) ## INLET PROTECTION (TYP.) ## SILT FENCE (TYP.) ## SILT FENCE (TYP.) ## SAWCUT & REMOVE BITUMINOUS PAVEMENT ## AND CONCRETE CURB & GUTTER ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## 46.6± - PVC ## LEGEND ## CONSTRUCTION LIMITS ## ROCK CONSTRUCTION ENTRANCE, SEE ## X/C501 ## SILT FENCE, SEE ## X/C501 ## INLET PROTECTION, SEE ## X/C501 ## TREE PROTECTION, SEE ## X/C501 ## REMOVE BITUMINOUS PAVEMENTREMOVE CONCRETE ## CLEAR & GRUB ## REMOVE TREE 0 0 0 ## TYPE I ## GENERAL NOTES 1. THE CONTRACTOR SHALL OBTAIN ALL PERMITS FOR ALL WORK IN THE RIGHT-OF-WAY.THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL WHILE WORKING WITHINTHE RIGHT-OF-WAY. 2. ## THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION STAKING. SEE PROJECT ## MANUAL FOR REQUIREMENTS. 3. ## THE CONTRACTOR SHALL VERIFY THE PROJECT LOCATION WITH SITE INTERFACES ## INCLUDING BUT NOT LIMITED TO UTILITIES, SIDEWALKS, EXISTING GRADES AND ## PROPOSED GRADES. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR ## TO EXECUTING THE WORK. NOTIFY THE ENGINEER IF FIELD CONDITIONS VARY FROMTHE PLAN. 4. ## ALL BITUMINOUS AND CONCRETE REMOVAL LIMITS SHALL BE SAW CUT TO A NEAT LINE ## PRIOR TO PLACEMENT OF ANY NEW MATERIAL AGAINST EXISTING EDGES. 5. ## REMOVE ALL CONCRETE PAVEMENT, CONCRETE CURB AND CONCRETE CURB AND ## GUTTER TO NEAREST EXISTING JOINT. PARTIAL PANEL REPLACEMENT IS NOT PERMITTED. ANY PANEL DAMAGED DUE TO CONSTRUCTION ACTIVITIES SHALL BE FULLYREMOVED AND REPLACED AT NO ADDITIONAL COST TO THE OWNER. 6. ## ALL EXISTING AND PROPOSED STRUCTURE ACCESS COVERS SHALL BE ADJUSTED TO ## FINISHED GRADE BY THE CONTRACTOR. 7. ## THE CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING PAVEMENTS ## DESIGNATED TO REMAIN. ANY PAVEMENTS DAMAGED BY THE CONTRACTOR SHALL BE ## REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER. ## EROSION CONTROL NOTES 1. ## THE CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL ON THIS PROJECT. THE EROSION CONTROL DEVICES SHOWN IN THESE DRAWINGS ARE THE MINIMUMREQUIREMENTS. CONSTRUCT EROSION CONTROL DEVICES AS SHOWN AND AS NECESSARY TO PREVENT THE RUNOFF, TRACKING OR LOSS OF SOIL MATERIALS FROMDISTURBED AREAS ON THE PROJECT SITE. 2. ## SEDIMENT AND EROSION CONTROL DEVICES SHALL BE FUNCTIONAL BEFORE ANY LAND ## IS OTHERWISE DISTURBED ON THE SITE. 3. ## THE SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES ARE THE MINIMUM. ## ADDITIONAL SEDIMENT CONTROL PRACTICES MAY BE REQUIRED DURING THE COURSE ## OF CONSTRUCTION. 4. PUBLIC AND PRIVATE DRIVES SHALL BE SWEPT CLEAR AS NEEDED TO KEEP THEPAVEMENT CLEAR OF SEDIMENT AND CONSTRUCTION DEBRIS. 5. ## REFER TO SHEET ## C102 ## FOR EROSION AND SEDIMENT CONTROL TO BE INSTALLED ## AFTER CONSTRUCTION OF SITE FEATURES. 6. ## CONTRACTOR TO LOCATE CONCRETE WASHOUT FACILITY ON SITE AND PROTECT SITE ## AND ADJACENT PROPERTY FROM CONCRETE WASHOUT RUNOFF. ## REMOVALS & INITIALEROSION CONTROL PLAN ## DPG ## JTC ## C101 ## DRAWN BY: ## CHECKED BY: ## PROJ. NO:DRAWING NO: 250485 ## THIS SQUARE APPEARS 1/2" x 1/2" ON FULL ## SIZE SHEETS ## NO ## DATE ## REVISION ## NO ## DATE ## ISSUED FOR ## COPYRIGHT 2026 ## BY LHB, INC. ALL RIGHTS RESERVED. ## PRELIMINARY ## NOT FOR CONSTRUCTION 06/04/2026 ## PROJECT NAME: ## ROSEVILLE MOC ## SOUTH ## WOODHILL DR ## ROSEVILLE, MN 55113 ## DRAWING TITLE: 701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029 ## CLIENT:CONSULTANT: ## File Path: ## ..\250485\500 Drawings\Civil\03 S AREA\250485.03 C101 Removals & EC.dwg ## 6/4/2026 4:15 PM ## Plot Date: 1 06/04/2026 ## SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 > > ## ST > > ## ST > > ## ST > > ## ST > > ## ST ## X ## X ## X ## X ## X ## X ## X ## X ## X ## XXX ## XXX ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## EM ## EM ## EM ## EM | | ## H ## Y ## D | | ## H ## Y ## D | | ## H ## Y ## D > > > > > > > > > > > > > > > > ## ST ## F.F.E=933.99 ## F.F.E=934.05 ## F.F.E=933.99 ## F.F.E=933.98 ## F.F.E=933.98 ## F.F.E=934.07 ## SHIPPING ## CONTAINER ## EB ## EB ## EB > > > > > > > > > > > > > ## RCP 15" ## RCP 15" ## RCP 15" ## RCP 15" ## RCP 12" ## RCP 12" > > ## RCP 12" > > > > > > > > > > > > > > > > ## RCP 12" ## CAST IRON 15" ## RCP 12" ## PVC 12" > > > > > > ## RCP 12" ## PVC 12" > > > > > ## RCP 12" ## RCP 12" > > ## RCP 12" > ## RCP 18" > > > > > > > > > > > > > > > > > > > ## RCP 15" ## RCP 18" ## RCP 15" ## PVC 8" ## RCP 15" ## RCP 12" > > > > > ## RCP 12" ## RCP 12" ## PVC 12" > > > > > > > > > > > > > ## RCP 18" >> >> ## S >> ## S ## WOODHILL DRIVE | | | | | | | | | | | | | | | |||||||||||||||||||||||| ||||||||||||||||||||||||||||||||||||||| |||||||||||||||| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | > > ## ST | | > > ## ST ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## SNOW PILE ## CIVIC CENTER DRIVE | | ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## 934.84 TNH ## 930.14 TNH ## 936.37 TNH ## W ## S ## O | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## MAILBOX ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## ELECTRIC ## OUTLETS ## MAILBOX ## ELECTRIC ## OUTLET ## APPROX. FIBER ## OPTIC LINE PER ## CITY GIS ## APPROX. FIBER ## OPTIC LINE PER ## CITY GIS ## FIBER OPTIC LINE ## PER CITY GIS ## FIBER OPTIC LINE ## PER CITY GIS ## ELECTRIC LINE ## PER CITY GIS ## RADIO TOWER ## RADIO TOWER 929 930 931 933 932 921 923 922 924 925 926 926 927 927 928 929 931 930 932 932 934 935 930 930 931 932 931 932 933 922 923 924 925 927 928 933 >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> ## EM ## CONSTRUCTION LIMITS ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO 935 932 932 933 934 15.95' ## PROPOSED ## BUILDING ## PROPOSED ## BUILDING ## PROPOSED ## BUILDING ## EXISTING ## REMODELED ## BUILDING ## PCB 28 ## PCB 44 ## BLDG ROOF DRAIN CONNECTION ## REFER TO MECH ## IE OUT=926.00 (N) ## BLDG ROOF DRAIN CONNECTION ## REFER TO MECH ## IE OUT=926.00 (E) ## PCB 45 ## PCB 46 ## PCB 47 ## UNDERGROUND STORAGE SYSTEM ## 48" DIAMETER CMP ## 11 ROWS - 120 LF ## WITH HEADER ROWS ## STORAGE = 18,100 CF ## CONTECH JELLYFISH8x6 VAULT ## CONNECT TO EXISTING WATER SERVICE ## BLDG WATER SERVICE CONNECTION ## REFER TO MECH 46.6 ## LF - DIP ## BLDG SANITARY SERVICE CONNECTIONREFER TO MECH ## CONNECT TO EX SANITARY SERVICE ## 128.6± - RCP ## 117.7± - RCP ## 23.9± - PVC ## 17.4± - PVC ## 14.5± - RCP ## 14.5± - RCP ## 4.0± - RCP ## 33.7± - RCP ## 3.8± - RCP ## 46.6± - PVC ## PRETREATMENT STRUCTURE ## ADS BARRACUDA MAX S4 ## 67.2± - Concrete Pipe67.2± - Concrete Pipe67.2± - Concrete Pipe ## LEGEND ## CONSTRUCTION LIMITSSTORM SEWER ## DRAINTILE ## CATCH BASINSTORM MANHOLE ## FLARED END SECTION ## PRECAST SPLASHBLOCK ## SPLASHBLOCK, SEE ## X/C50X ## BASIN CLEANOUT, SEE ## X/C50X ## RAIN GUARDIAN, SEE ## X/C50X ## TRENCH DRAIN ## DRAINTILE OUTLET, MNDOT 3131C ## SANITARY SEWERSANITARY MANHOLECLEANOUT, SEE ## X/C50X ## WATER SERVICE ## GATE VALVE, SEE ## X/C50X ## CURBSTOP, SEE ## X/C50X ## HYDRANT, SEE ## X/C50X ## THRUST BLOCK, SEE ## X/C50X ## FIRE DEPARTMENT CONNECTION ## GENERAL NOTES 1. ## EXISTING UTILITIES ARE BASED ON RECORD DRAWINGS AND HAVE NOT BEEN ## INDEPENDENTLY VERIFIED BY THE OWNER OR ENGINEER. THE CONTRACTOR SHALL ## FIELD VERIFY AL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. UTILIZE ## THE ## "GOPHER STATE ONE CALL SYSTEM" (1-800-252-1166) ## TO HAVE PUBLIC UTILITIES ## LOCATED WITHIN THE CONSTRUCTION LIMITS. CONTACT THE OWNER TO LOCATE PRIVATE UTILITIES LOCATED WITHIN THE CONSTRUCTION LIMITS. NOTIFY THEENGINEER IMMEDIATELY OF ANY CONFLICTS. 2. ## SITE LIGHTING IS SHOWN FOR LOCATION ONLY. REFER TO ELECTRICAL SITE PLAN FOR ## ELECTRICAL ROUTING AND ADDITIONAL REQUIREMENTS. 3. ## UNLESS OTHERWISE NOTED, ALL UTILITY TRENCHES SHALL BE CONSTRUCTED PER ## X/C50X ## . WATERMAIN SHALL BE CONSTRUCTED PER ## X/C50X . 4. ## ADJUST ALL RISERS AND CASTINGS TO FINISH GRADE. 5. ## PREVENT CONSTRUCTION SEDIMENT, DIRT & DEBRIS FROM ENTERING INFILTRATION ## BMPS. 6. ## TRACER WIRE SHALL BE INSTALLED PER ## X/C50X ## AND AND INDICATED IN THE PROJECT ## MANUAL SECTION 33 3113. 7. ## UTILITIES TO BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF ## CITY ## STANDARD ## SPECIFICATIONS AND DETAIL PLATES. ## UTILITY PLAN ## DPG ## JTC ## C201 ## DRAWN BY: ## CHECKED BY: ## PROJ. NO:DRAWING NO: 250485 ## THIS SQUARE APPEARS 1/2" x 1/2" ON FULL ## SIZE SHEETS ## NO ## DATE ## REVISION ## NO ## DATE ## ISSUED FOR ## COPYRIGHT 2026 ## BY LHB, INC. ALL RIGHTS RESERVED. ## PRELIMINARY ## NOT FOR CONSTRUCTION 06/04/2026 ## PROJECT NAME: ## ROSEVILLE MOC ## SOUTH ## WOODHILL DR ## ROSEVILLE, MN 55113 ## DRAWING TITLE: 701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029 ## CLIENT:CONSULTANT: ## File Path: ## ..\250485\500 Drawings\Civil\03 S AREA\250485.03 C201 Utility Plan.dwg ## 6/4/2026 4:15 PM ## Plot Date: 1 06/04/2026 ## SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## SEE C201 ALT FROM LCPDS SET FOR ALTERNATESTORM WATER IRRIGATION/REUSE OPTION TO BE ## PRICED.PROVIDE SF PRICING FOR GREEN ROOF TO BE ## INSTALLED ON NEW BUILDINGS AS AN ## ALTERNATIVE TO UNDERGROUND STORAGE > > ## ST > > ## ST > > ## ST > > ## ST > > ## ST ## X ## X ## X ## X ## X ## X ## X ## X ## X ## XXX ## XXX ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## EM ## EM ## EM ## EM | | ## H ## Y ## D | | ## H ## Y ## D | | ## H ## Y ## D > > > > > > > > > > > > > > > > ## ST ## F.F.E=933.99 ## F.F.E=934.05 ## F.F.E=933.99 ## F.F.E=933.98 ## F.F.E=933.98 ## F.F.E=934.07 ## SHIPPING ## CONTAINER ## EB ## EB ## EB > > > > > > > > > > > > > ## RCP 15" ## RCP 15" ## RCP 15" ## RCP 15" ## RCP 12" ## RCP 12" > > ## RCP 12" > > > > > > > > > > > > > > > > ## RCP 12" ## CAST IRON 15" ## RCP 12" ## PVC 12" > > > > > > ## RCP 12" ## PVC 12" > > > > > ## RCP 12" ## RCP 12" > > ## RCP 12" > ## RCP 18" > > > > > > > > > > > > > > > > > > > ## RCP 15" ## RCP 18" ## RCP 15" ## PVC 8" ## RCP 15" ## RCP 12" > > > > > ## RCP 12" ## RCP 12" ## PVC 12" > > > > > > > > > > > > > ## RCP 18" >> >> ## S >> ## S ## WOODHILL DRIVE | | | | | | | | | | | | | | | |||||||||||||||||||||||| ||||||||||||||||||||||||||||||||||||||| |||||||||||||||| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | > > ## ST | | > > ## ST ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## SNOW PILE ## CIVIC CENTER DRIVE | | ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## 934.84 TNH ## 930.14 TNH ## 936.37 TNH ## W ## S ## O | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## MAILBOX ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## ELECTRIC ## OUTLETS ## MAILBOX ## ELECTRIC ## OUTLET ## APPROX. FIBER ## OPTIC LINE PER ## CITY GIS ## APPROX. FIBER ## OPTIC LINE PER ## CITY GIS ## FIBER OPTIC LINE ## PER CITY GIS ## FIBER OPTIC LINE ## PER CITY GIS ## ELECTRIC LINE ## PER CITY GIS ## RADIO TOWER ## RADIO TOWER 929 930 931 933 932 921 923 922 924 925 926 926 927 927 928 929 931 930 932 932 934 935 930 930 931 932 931 932 933 922 923 924 925 927 928 933 >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> ## EM ## CONSTRUCTION LIMITS ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO 15.95' ## PROPOSED ## BUILDING ## PROPOSED ## BUILDING ## PROPOSED ## BUILDING ## EXISTING ## REMODELED ## BUILDING ## FFE 931.00 ## FFE 931.00 ## FFE 931.00 ## FFE 931.00 932.00 932.00 932.00 934.50 931.00 933.00 933.00 933.00 934.00 934.00 934.00 934.00 934.00 934.00 933.00 934.50 930.66 930.50 930.32 930.09 928.83 930.18 930.60 930.98 935.00 931.00 932.00 931.00 929.00 931.00 931.00 931.00 931.00 931.00 931.00 930.99 931.00 930.50 930.50 930.50 930.50 930.50 927.00 930.00 930.00 929.21 930.52 931.07 931.18 930.40 930.08 930.49 930.83 930.52 930.12 930.63 930.97 931.00 931.00 931.00 931.00 931.00 931.00 931.48 930.98 930.00 929.36 929.68 929.93 931.30 930.60 931.67 933.91 934.50 933.03 932.67 935 932 932 933 934 931.78 931.29 931.09 931.00 ## LEGEND ## CONSTRUCTION LIMITS ## MAJOR CONTOUR (5' INTERVAL)MINOR CONTOUR (1' INTERVAL) ## SLOPE ARROWSPOT ELEVATION ## GRADE BREAK ## SWALE ## REVERSE GUTTER CURB ## ADA CRITICAL AREA ## 2% MAX IN ANY DIRECTION ## ABBREVIATIONS ## EO ## EMERGENCY OVERFLOW ## FFE ## FIRST FLOOR ELEVATION ## HWL ## HIGH WATER LEVEL ## HP ## HIGH POINT ## LP ## LOW POINT ## MP ## MID POINT ## PC ## POINT OF CURVATURE ## PCC ## POINT OF COMPOUND CURVATURE ## PRC ## POINT OF REVERSE CURVATURE ## PR ## POINT OF TANGENT ## TBC ## TOP BACK OF CURB ## BC ## BACK OF CURB ## B/S ## BOTTOM OF STAIRS ## T/S ## TOP OF STAIRS ## B/W ## BOTTOM OF WALL ## T/W ## TOP OF WALL ## GENERAL NOTES 1. GRADES SHOWN ARE FINISH SURFACE ELEVATIONS UNLESS OTHERWISE NOTED. THECONTRACTOR SHALL MAKE APPROPRIATE DEDUCTIONS FOR VARYING SURFACES TO ## DETERMINE SUBGRADE ELEVATIONS. 2. ## SPOT ELEVATIONS ALONG CURB LINES REPRESENT THE TOP BACK OF CURB UNLESSOTHERWISE NOTED. 3. ## UNLESS NOTED OTHERWISE, GRADES ADJACENT TO THE BUILDING WALL SHALL BE 8" ## BELOW FINISH FLOOR ELEVATION IN LANDSCAPED AREAS AND AT FINISH FLOOR ## ELEVATION FOR PAVED AREAS. 4. ## ALL EXISTING AND PROPOSED STRUCTURE ACCESS COVERS SHALL BE ADJUSTED TO ## FINISHED GRADE BY THE CONTRACTOR. 5. ## CONTRACTOR SHALL STOP WORK IMMEDIATELY IN THE AFFECTED AREA AND NOTIFY ## THE OWNER IF CONTAMINANTS ARE FOUND IN THE EXISTING SOILS. 6. ## SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2.0%. CROSS-SLOPES OF AT LEAST ## 1.5% IN THE GENERAL DIRECTION OF THE OVERALL SITE SLOPE WILL BE ACHIEVED IN ## AREAS WHERE LONGITUDINAL SLOPES ARE LESS THAN 1.5%. 7. ## ONLY PLACE FILL MATERIALS ON COMPETENT, INSPECTED SUBGRADE. 8. ## IN AREAS WHERE NEW FILL IS TO BE PLACED ON SLOPING GROUND, BENCHING THE SURFACE SHALL BE COMPLETED PRIOR TO PLACING THE FILL. BENCHING SHALL BECOMPLETED WHERE SLOPES ARE STEEPER THAN 4:1 (HORIZONTAL:VERTICAL) 9. ## SEE SHEETS ## C101-102 ## FOR THE SEDIMENTATION AND EROSION CONTROL PLANS. 10. ## PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE CONSTRUCTION AREA. DO ## NOT ALLOW WATER TO POND IN EXCAVATION AREAS, AND MAINTAIN ALL EXISTINGDRAINAGE PATTERNS. 11. ## REFER TO LANDSCAPE PLANS FOR AREAS TO RECEIVE PERMANENT SEED, SOD, TREES ## AND SHRUBS, ETC. 12. ## THE CONTRACTOR SHALL ADJUST TO GRADE ALL MANHOLES STRUCTURES AND ## APPURTENANCES THAT FALL WITHIN THE LIMITS OF THIS CONTRACT. THE ## CONTRACTOR SHALL KEEP ALL SAID EXISTING UTILITIES AND THEIR APPURTENANCES ## FREE OF DEBRIS AND OPERABLE AT ALL TIMES DURING CONSTRUCTION. 13. ALL GRADE WITHIN THE LANDSCAPED AREAS SHALL NOT EXCEED 3 HORIZONTAL TO 1VERTICAL AND HAVE A MINIMUM GRADE OF 2%, UNLESS OTHERWISE NOTED. AROUND ## THE BUILDING SHALL BE GRADED AT 5% FOR 10'. GRADED SWALES MUST HAVE A ## MINIMUM BOTTOM SLOPE OF 2.0%. 14. ## PREVENT CONSTRUCTION SEDIMENT, DIRT AND DEBRIS FROM ENTERING ALLFILTRATION BMPS. 863.25 ## CAUTION!!! ## EACH SUB CONTRACTOR SHALL VERIFY GRADES PRIOR TO INSTALLING ANY ## BUILDING ELEMENT. MAINTAIN ALL ACCESSIBLE ROUTES IN ACCORDANCE WITH ## THE ## MINNESOTA ## ACCESSIBILITY CODE. ## ADJUST GRADES AS NECESSARY FOR ## ANY FIELD CHANGES OR EXISTING CONDITIONS TO MAINTAIN ALL SLOPES BELOW ## CODE MAXIMUMS. ## NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES, ## ANY PAVEMENTS OR WALKS INSTALLED OUTSIDE OF CODE PARAMETERS SHALL ## BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. ## GRADING PLAN ## DPG ## JTC ## C301 ## DRAWN BY: ## CHECKED BY: ## PROJ. NO:DRAWING NO: 250485 ## THIS SQUARE APPEARS 1/2" x 1/2" ON FULL ## SIZE SHEETS ## NO ## DATE ## REVISION ## NO ## DATE ## ISSUED FOR ## COPYRIGHT 2026 ## BY LHB, INC. ALL RIGHTS RESERVED. ## PRELIMINARY ## NOT FOR CONSTRUCTION 06/04/2026 ## PROJECT NAME: ## ROSEVILLE MOC ## SOUTH ## WOODHILL DR ## ROSEVILLE, MN 55113 ## DRAWING TITLE: 701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029 ## CLIENT:CONSULTANT: ## File Path: ## ..\250485\500 Drawings\Civil\03 S AREA\250485.03 C301 Grading Plan.dwg ## 6/4/2026 4:15 PM ## Plot Date: 1 06/04/2026 ## SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 > > ## ST > > ## ST > > ## ST > > ## ST > > ## ST ## X ## X ## X ## X ## X ## X ## X ## X ## X ## XXX ## XXX ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## EM ## EM ## EM ## EM | | ## H ## Y ## D | | ## H ## Y ## D | | ## H ## Y ## D > > > > > > > > > > > > > > > > ## ST ## F.F.E=933.99 ## F.F.E=934.05 ## F.F.E=933.99 ## F.F.E=933.98 ## F.F.E=933.98 ## F.F.E=934.07 ## SHIPPING ## CONTAINER ## EB ## EB ## EB > > > > > > > > > > > > > ## RCP 15" ## RCP 15" ## RCP 15" ## RCP 15" ## RCP 12" ## RCP 12" > > ## RCP 12" > > > > > > > > > > > > > > > > ## RCP 12" ## CAST IRON 15" ## RCP 12" ## PVC 12" > > > > > > ## RCP 12" ## PVC 12" > > > > > ## RCP 12" ## RCP 12" > > ## RCP 12" > ## RCP 18" > > > > > > > > > > > > > > > > > > > ## RCP 15" ## RCP 18" ## RCP 15" ## PVC 8" ## RCP 15" ## RCP 12" > > > > > ## RCP 12" ## RCP 12" ## PVC 12" > > > > > > > > > > > > > ## RCP 18" >> >> ## S >> ## S ## WOODHILL DRIVE | | | | | | | | | | | | | | | |||||||||||||||||||||||| ||||||||||||||||||||||||||||||||||||||| |||||||||||||||| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | > > ## ST | | > > ## ST ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## SNOW PILE ## CIVIC CENTER DRIVE | | ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## 934.84 TNH ## 930.14 TNH ## 936.37 TNH ## W ## S ## O | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## MAILBOX ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## ELECTRIC ## OUTLETS ## MAILBOX ## ELECTRIC ## OUTLET ## APPROX. FIBER ## OPTIC LINE PER ## CITY GIS ## APPROX. FIBER ## OPTIC LINE PER ## CITY GIS ## FIBER OPTIC LINE ## PER CITY GIS ## FIBER OPTIC LINE ## PER CITY GIS ## ELECTRIC LINE ## PER CITY GIS ## RADIO TOWER ## RADIO TOWER >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> ## EM ## CONSTRUCTION LIMITS ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO 15.95' ## BITUMINOUS PAVEMENT ## BITUMINOUS PAVEMENT ## BITUMINOUS PAVEMENT ## CONCRETE ## WALK AND ## ADA RAMP ## CONCRETE WALK ## CONCRETE WALK ## RECONNECT FENCE ## PRECAST RETAINING ## WALL. SEE ARCH ## PRECAST RETAINING ## WALL. SEE ARCH 25' 21' 6' 8' 8' 5' 20' 30' ## B618 CURB (TYP.) ## B618 CURB (TYP.) ## CROSSWALK STRIPING ## AND SIGNAGE ## PROPOSED ## BUILDING ## PROPOSED ## BUILDING ## PROPOSED ## BUILDING ## EXISTING ## REMODELED ## BUILDING ## B624 CURB (TYP.) ## BITUMINOUS PAVEMENT ## CONCRETE PATIO ## LEGEND ## CONSTRUCTION LIMITS ## HEAVY DUTY BITUMINOUS PAVEMENT. SEE ## 1/C502, INSET A ## CONCRETE PAVEMENT. SEE ## 1/C502, INSET B ## CONCRETE WALK. SEE ## 1/C502, INSET C ## REVERSE CURB & GUTTER ## SURFACING CONTROLLED BY OTHER DISCIPLINES ## LIGHT POLE, REFER TO ELECTRICAL ## GENERAL NOTES 1. ## REFER TO ## C402 ## FOR SIGNAGE AND PAVEMENT STRIPING. 2. ## REFER TO ## L101 ## FOR PERMANENT TURF ESTABLISHMENT REQUIREMENTS. 3. ## SITE LIGHTING IS SHOWN FOR LOCATION ONLY. REFER TO ELECTRICAL FOR ## ADDITIONAL REQUIREMENTS. 4. PREVENT FORM DAMAGE ALL SURFACES OUTSIDE THE CONSTRUCTION LIMITS.RESTORE ALL DISTURBED AREAS DUE TO CONSTRUCTION ACTIVITIES TOPRE-CONSTRUCTION CONDITION UNLESS OTHERWISE NOTED IN THE DRAWINGS. 5. ## ADJUST ALL CASTINGS, VALVE BOXES AND JUNCTION BOXES TO FINISH GRADE. 6. ## PROVIDE BITUMINOUS TACK COAT BETWEEN PROPOSED BITUMINOUS PAVEMENTS AND ## ALL ADJACENT CONCRETE OR BITUMINOUS SURFACES. 7. ## PROVIDE BITUMINOUS TACK COAT BETWEEN THE WEARING AND NON-WEARING ## COURSES FOR ALL PROPOSED BITUMINOUS PAVEMENTS. ## SURFACING & LAYOUTPLAN ## DPG ## JTC ## C401 ## DRAWN BY: ## CHECKED BY: ## PROJ. NO:DRAWING NO: 250485 ## THIS SQUARE APPEARS 1/2" x 1/2" ON FULL ## SIZE SHEETS ## NO ## DATE ## REVISION ## NO ## DATE ## ISSUED FOR ## COPYRIGHT 2026 ## BY LHB, INC. ALL RIGHTS RESERVED. ## PRELIMINARY ## NOT FOR CONSTRUCTION 06/04/2026 ## PROJECT NAME: ## ROSEVILLE MOC ## SOUTH ## WOODHILL DR ## ROSEVILLE, MN 55113 ## DRAWING TITLE: 701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029 ## CLIENT:CONSULTANT: ## File Path: ## ..\250485\500 Drawings\Civil\03 S AREA\250485.03 C401 Surfacing Plan.dwg ## 6/4/2026 4:16 PM ## Plot Date: 1 06/04/2026 ## SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## XXX ## X ## X ## X ## X ## X ## X ## X ## X ## X ## EM ## EM ## EMEM ## H ## Y ## D ## H ## Y ## D ## H ## Y ## D ## H ## Y ## D ## H ## Y ## D ## H ## Y ## D ## EB ## EB ## EB >> >> ## S >> >> ## S >> >> ## S >> >> ## S >> >> ## S >> >> ## S ## W ## S ## O ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## W ## S ## O ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## XX ## EM ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH ## E-OH 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 121 120 119 118 117 116 115 114 20' 40' 80' Scale: 1"=40' ## TREE PRESERVATION PLAN 1 ## TREE PRESERVATIONPLAN ## KAT ## JSV ## L100 ## DRAWN BY: ## CHECKED BY: ## PROJ. NO:DRAWING NO: 250485 ## THIS SQUARE APPEARS 1/2" x 1/2" ON FULL ## SIZE SHEETS ## NO ## DATE ## REVISION ## NO ## DATE ## ISSUED FOR ## COPYRIGHT 2026 ## BY LHB, INC. ALL RIGHTS RESERVED. ## PRELIMINARY ## NOT FOR CONSTRUCTION 06/04/2026 ## PROJECT NAME: ## ROSEVILLE MOC ## SOUTH ## WOODHILL DR ## ROSEVILLE, MN 55113 ## DRAWING TITLE: 701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029 ## CLIENT:CONSULTANT: ## File Path: ## ..\250485\500 Drawings\LA\250485 MOCS L100 Landscape Plan.dwg ## 6/4/2026 5:00 PM ## Plot Date: 1 06/04/2026 ## SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 Tree # ## Site ## Classification ## Species ## DBH ## Condition ## Stems2 ## Status ## Replacement 13 ## LPCDS ## Exempt ## Fir Balsam Abies balsamea 3 ## Good 0 23 ## LPCDS ## Exempt ## Buckeye Ohio Aesculus glabra 4 ## Fair 0 26 ## LPCDS ## Exempt ## Lilac Japaneses Tree Syringa reticulata 3 ## Fair 0 27 ## LPCDS ## Exempt ## Spruce White Picea glauca 3 ## Good 0 31 ## LPCDS ## Exempt ## Spruce White Picea glauca 2 ## Fair 0 33 ## LPCDS ## Exempt ## Buckeye Ohio Aesculus glabra 3 ## Fair 0 49 ## LPCDS ## Exempt ## Serviceberry Amelanchier 2 ## Fair 0 52 ## LPCDS ## Exempt ## Ash Green Fraxinus pennsylvanica 13 ## Fair 0 53 ## LPCDS ## Exempt ## Buckeye Ohio Aesculus glabra 3 ## Fair 0 80 ## LPCDS ## Common ## Spruce White Picea glauca 10 ## Fair 0.5 88 ## LPCDS ## Exempt ## Spruce Colorado Picea pungens 11 ## Fair 0 96 ## LPCDS ## Common ## Lilac Japaneses Tree Syringa reticulata 6 ## Fair 0.5 97 ## LPCDS ## Exempt ## Spruce Colorado Picea pungens 11 ## Fair 0 101 ## LPCDS ## Exempt ## Spruce Colorado Picea pungens 16 ## Good 0 102 ## LPCDS ## Common ## Spruce White Picea glauca 11 ## Fair 0.5 104 ## LPCDS ## Exempt ## Serviceberry Amelanchier 2 ## Fair 0 112 ## LPCDS ## Exempt ## Ash Green Fraxinus pennsylvanica 14 ## Fair 0 99 ## MOC S ## Significant ## Honeylocust, Thornless Gleditsia triacanthos inermis 12 ## Fair 1 100 ## MOC S ## Common ## Oak, Swamp White Quercus bicolor 11 ## Fair 0.5 106 ## MOC S ## Common ## Crabapple Malus sylvestris 7 ## Fair 107 ## MOC S ## Exempt ## Spruce Colorado Picea pungens 11 ## Good 109 ## MOC S ## Common ## Crabapple Malus sylvestris 9 ## Fair 110 ## MOC S ## Common ## Oak Bur Quercus macrocarpa 6 ## Fair 111 ## MOC S ## Exempt ## Crabapple Malus sylvestris 3 ## Fair 113 ## MOC S ## Significant ## Honeylocust, Thornless Gleditsia triacanthos inermis 12 ## Fair 1 2 ## Veterans ## Park ## Exempt ## Buckeye Ohio Aesculus glabra 3 ## Fair 3 ## Veterans ## Park ## Exempt ## Ash Green Fraxinus pennsylvanica 15 ## Poor 4 ## Veterans ## Park ## Exempt ## Fir Balsam Abies balsamea 3 ## Good 7 ## Veterans ## Park ## Significant ## Spruce White Picea glauca 13 ## Fair 10 ## Veterans ## Park ## Exempt ## Ash Green Fraxinus pennsylvanica 18 ## Poor 24 ## Veterans ## Park ## Common ## Spruce White Picea glauca 6 ## Good 34 ## Veterans ## Park ## Exempt ## Ash Green Fraxinus pennsylvanica 13 ## Poor 37 ## Veterans ## Park ## Common ## Mulberry, Black Morus nigra 10 ## Fair 43 ## Veterans ## Park ## Exempt ## Ash Green Fraxinus pennsylvanica 13 ## Poor 54 ## Veterans ## Park ## Exempt ## Spruce White Picea glauca 2 ## Good 56 ## Veterans ## Park ## Common ## Mulberry, Black Morus nigra 11 ## Fair ## PLACEHOLDER ## X ## X ## X ## X ## X ## X ## X ## X ## XX ## XXX ## XXX ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## EM | | ## H ## Y ## D | | ## H ## Y ## D ## EB ## EB ## EB > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >> >> ## S | | | | | | | | | ||||||||||||| ||||||||||||||||||||||||||||||||||||||| ||||||||||||||||| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X ## X | | ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## W ## S ## O | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR ## E-BUR >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> ## EM ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## FO ## MAINTENANCE EDGER ## SEE 8/L502 ## STEEL EDGER ## SEE 7/L502 ## CONSTRUCTION LIMITS, TYP ## PICNIC TABLE, TYP ## 4-SEAT ## SYMBOL ## CODE ## QTY ## BOTANICAL / COMMON NAME ## CONT ## CONIFEROUS CANOPY TREE ## CT 3 ## Coniferous Tree ## 6` HT ## DECIDUOUS CANOPY TREE ## DT 8 ## Deciduous Tree ## 3" B&B ## ORNAMENTAL TREE ## OT 3 ## Ornamental Tree ## 1 1/2" B&B ## SYMBOL ## CODE ## QTY ## BOTANICAL / COMMON NAME ## GROUND COVERS ## LS 648 sf ## Lawn Sod ## LM 11,717 sf ## Low Maintenance Turf ## ME 2,559 sf ## Maintenance Edger ## NSP 2,461 sf Native Seed Mix / With Shrubs & Perennial Plugs 36" O.C. Assume plants are 10% #5 CONT shrubs, 40% #1 CONT perennials, and 50% 4" pots ## NS 20,361 sf ## Native Seed Mix 10' 20' 40' Scale: 1"=20' ## LANDSCAPE PLAN 1 ## LANDSCAPE PLAN ## KAT ## JSV ## LANDSCAPE NOTES ## PLANT SCHEDULE ## GENERAL LANDSCAPE NOTES: 1. THIS DRAWING DOES NOT CONSTITUTE AN OFFICIAL SURVEY OF THE SITE. CONFIRM ALL LOCATIONS OF SURFACE AND SUB-SURFACE FEATURES BEFORE BEGINNING INSTALLATION. ADVISE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. 2. THE PLAN TAKES PRECEDENCE OVER THE PLANT SCHEDULE IF DISCREPANCIES EXIST. ADVISE LANDSCAPE ARCHITECT OF ANY ## DISCREPANCIES. 3. CONFIRM ALL QUANTITIES, SHAPES, AND LOCATIONS OF LANDSCAPE AREAS, AND ADJUST TO CONFORM TO THE SITE CONDITIONS.CONFIRM ANY ADJUSTMENTS WITH THE LANDSCAPE ARCHITECT. 4. VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO DIGGING. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS ## WITH PLANT INSTALLATION. 5. THE CONTRACTOR IS RESPONSIBLE FOR ALL MULCHES AND SOIL QUANTITIES TO COMPLETE THE WORK SHOWN IN THE DRAWINGS. ## VERIFY ALL QUANTITIES SHOWN ON THE PLANT SCHEDULE. 5.1. ## REFER TO SPECIFICATION SECTION 31 2323 FILL FOR SOIL TYPES AND REQUIREMENTS. DO NOT BEGIN PLANTING ## OPERATIONS IF SOIL CONDITIONS ARE NOT AS SPECIFIED. 5.2. ## REFER TO SPECIFICATION SECTION 32 9300 FOR MULCH TYPES AND REQUIREMENTS. 6. LANDSCAPE BED AREAS TO CONTAIN SHRUBS AS SHOWN ON SHEET L102 AND HARDWOOD MULCH AND PLANTING SOIL AT DEPTHS ## IDENTIFIED IN DETAIL 4/L501. 7. BASIN BOTTOM NATIVE SEED MIX AREAS TO CONTAIN PERENNIAL PLUG PLANTINGS AS OUTLINED IN DETAIL 7/L501. REFER TO CIVILFOR REQUIRED SOIL DEPTHS FOR BIOFILTRATION BASINS. 8. REMOVE FROM THE SITE ALL TURF WHICH HAS BEEN REMOVED FOR NEW PLANT BEDS. LONG-TERM STORAGE OF MATERIALS OR ## SUPPLIES ON-SITE IS NOT ALLOWED. 9. STAKE TREE AND PLANTING BED LAYOUT IN-FIELD FOR LANDSCAPE ARCHITECT APPROVAL PRIOR TO PLANTING OPERATIONS ## PROTECTIONS 10. PROTECT EXISTING TREES. DO NOT STORE OR DRIVE HEAVY MATERIALS OVER TREE ROOTS. DO NOT DAMAGE TREE BARK ORBRANCHES. REFER TO SHEET L500 FOR TREE PROTECTION REQUIREMENTS. 11. KEEP PAVEMENTS, FIXTURES AND BUILDINGS CLEAN AND UNSTAINED. ANY DAMAGE TO EXISTING FACILITIES WILL BE REPAIRED AT ## THE CONTRACTOR’S EXPENSE. KEEP THE PROJECT SITE CLEAR OF CONSTRUCTION WASTES AND DEBRIS. 12. ## PROVIDE AND MAINTAIN INLET AND PERIMETER EROSION CONTROL BMPS AS SPECIFIED ON CIVIL SHEETS. 13. ALL AREAS OF THE SITE DISTURBED BY CONSTRUCTION WILL BE RESTORED WITH SEED OR SOD UNLESS OTHERWISE NOTED. SEE ## SPECIFICATIONS FOR TURF RESTORATION REQUIREMENTS. ## PLANT MATERIAL 14. PLANT TREE ROOT BALLS FLUSH WITH FINAL GRADE AND THE TOP OF ROOT FLARE EXPOSED, PER PLANTING DETAILS. 15. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 16. ## THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY. 17. ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK", ANSI-Z60. LATEST EDITION, OF THEAMERICAN ASSOCIATION OF NURSERYMEN, INC. 18. HEEL IN AND WATER ANY PLANT STOCK NOT PLANTED WITHIN 24 HOURS OF DELIVERY UNTIL INSTALLATION. PLANTS NOTMAINTAINED IN THIS MANNER WILL BE REJECTED. 19. ## REFER TO SPECIFICATIONS FOR WARRANTY REQUIREMENTS AND OTHER PLANTING ACCESSORIES. ## MAINTENANCE AND CARE 20. ## BEGIN PLANT MAINTENANCE IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE. 21. MAINTENANCE INCLUDES WATERING, WEEDING, MULCHING, REMOVAL OF DEAD MATERIAL PRIOR TO GROWING SEASON,RE-SETTING PLANTS AND PROPER GRADE, AND KEEPING PLANTS IN A PLUMB POSITION. 22. ## REFER TO SPECIFICATIONS FOR FULL INSPECTION, MAINTENANCE, AND WARRANTY REQUIREMENTS. ## IRRIGATION 23. CONTRACTOR TO PROVIDE DESIGN-BUILD IRRIGATION SERVICES TO IRRIGATE ALL LANDSCAPE BEDS, SODDED, AND SEEDED ## AREAS. 24. ## DESIGN FOR IRRIGATED AREAS MUST BE SUBMITTED AND APPROVED BY OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. COORDINATE WITH OWNER ON FINAL PRODUCT SELECTION. AS-BUILT DOCUMENTATION WILL BE REQUIRED. ## SITE FURNISHINGS 25. ## INCLUDE PRICING FOR FOUR BIKE RACKS AND ASSOCIATED CONCRETE PAD. ## L101 ## DRAWN BY: ## CHECKED BY: ## PROJ. NO:DRAWING NO: 250485 ## THIS SQUARE APPEARS 1/2" x 1/2" ON FULL ## SIZE SHEETS ## NO ## DATE ## REVISION ## NO ## DATE ## ISSUED FOR ## COPYRIGHT 2026 ## BY LHB, INC. ALL RIGHTS RESERVED. ## PRELIMINARY ## NOT FOR CONSTRUCTION 06/04/2026 ## PROJECT NAME: ## ROSEVILLE MOC ## SOUTH ## WOODHILL DR ## ROSEVILLE, MN 55113 ## DRAWING TITLE: 701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029 ## CLIENT:CONSULTANT: ## File Path: ## ..\250485\500 Drawings\LA\250485 MOCS L100 Landscape Plan.dwg ## 6/4/2026 5:00 PM ## Plot Date: 1 06/04/2026 ## SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## TREE PROTECTIONDETAILS ## XXX ## XXX ## L500 ## DRAWN BY: ## CHECKED BY: ## PROJ. NO:DRAWING NO: 250485 ## THIS SQUARE APPEARS 1/2" x 1/2" ON FULL ## SIZE SHEETS ## NO ## DATE ## REVISION ## NO ## DATE ## ISSUED FOR ## COPYRIGHT 2026 ## BY LHB, INC. ALL RIGHTS RESERVED. ## PRELIMINARY ## NOT FOR CONSTRUCTION 06/04/2026 ## PROJECT NAME: ## ROSEVILLE MOC ## SOUTH ## WOODHILL DR ## ROSEVILLE, MN 55113 ## DRAWING TITLE: 701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029 ## CLIENT:CONSULTANT: ## File Path: ## ..\250485\500 Drawings\LA\250485 MOCS L500 Landscape Details.dwg ## 6/4/2026 5:02 PM ## Plot Date: 1 06/04/2026 ## SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## NOT TO SCALEUTILITY CONSTRUCTION 5 ## NOT TO SCALE ## CLEAN ROOT CUTTING 4 ## NOT TO SCALE ## PRUNING 3 (MnDOT 2571.3K2A9 and 2571.3E1) (MnDOT 2572.3A2) ## NOT TO SCALETREE PROTECTION ZONE (TPZ), TYPICAL 1 ## POST AND FENCE DETAIL ## SIDE VIEW ## 2" X 6' STEEL POSTS OR ## APPROVED EQUAL ## TREE PROTECTION FENCE ## NOTES: 1. ## CONDUCT MANDATORY TREE PROTECTION SITE WALK WITH ## LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION START ## TO DETERMINE TREE PROTECTION ZONE (TPZ) EXTENTS. ## (OPTIONAL - PM AND LA TO MAKE DETERMINATION IF ## PROJECT WARRANTS THIS LEVEL OF INVOLVEMENT) 2. ## FURNISH AND INSTALL TREE PROTECTION FENCE AT THEESTABLISHED TPZ EXTENTS PRIOR TO ANY CONSTRUCTION ## ACTIVITY. 3. ## AS A STARTING POINT, THE LIMITS OF THE TPZ IS TO BE ## MEASURED AS A RADIUS FROM THE TREE'S TRUNK AND ## EQUAL TO THE GREATEST OF THE FOLLOWING: 3.1. 5'-0". 3.2. ## IN LINE WITH THE TREE'S DRIPLINE. 3.3. ## A RADIUS OF 1' FOR EVERY 1" OF TRUNK MEASURED AT ## 4.5 FEET ABOVE GRADE. 3.4. ## 3'-0" BEYOND THE LOWEST BRANCH OF A CONIFER OR ## ANY LOW BRANCHING TREE SPECIES. 4. ## WHEN POSSIBLE, PLACE FENCE 25' BEYOND MEASURED TPZ. 5. ## PLACE TREE PROTECTION SIGNS (11"X17" LAMINATED) ## ALONG FENCE AT 50' INTERVALS. 6. ## TREE PROTECTION FENCE MUST BE MAINTAINED UNTIL ## COMPLETION OF WORK. 7. ## NO STORAGE OF MATERIALS OR OPERATION OF EQUIPMENTMAY TAKE PLACE INSIDE OF THE TREE PROTECTION ZONE. 8. ## THE TREE PROTECTION FENCE MAY BE EITHER A CHAINLINK ## FENCE OR HIGH DENSITY POLYETHYLENE FENCING WITH 3.5" ## X 1.5" OPENINGS, COLOR TO BE ORANGE OR APPROVED ## EQUAL 9. ## IF CONSTRUCTION VEHICLES MUST PASS WITHIN TPZ, SEE ## ROOT PROTECTION DETAIL 2/L500. 10. ## IF TREE DAMAGE OCCURS DUE TO CONSTRUCTION ## OPERATIONS, CONTRACTOR IS RESPONSIBLE FOR HIRING AN ## ABORIST TO ASSESS AND TREAT DAMAGED TREES AT NO ## EXPENSE TO THE OWNER. ## TREE ## PROTECTION ## TREE PROTECTION SIGN ## MAINTAIN EXISTING ## GRADE WITHIN TREE ## PROTECTION ZONEUNLESS OTHERWISE ## INDICATED ## TREE PROTECTION ZONE (TPZ) ## 4'-0" MIN ## NOT TO SCALE ## ROOT PROTECTION FOR WORK WITHIN THE TPZ 2 ## ROOT PROTECTION, SEE ## NOTES AND INSETS ## TREE PROTECTION ## ZONE (TPZ) LIMITS ## PRUNE TREE LIMBS ## LIKELY TO CONFLICT WITH ## CONSTRUCTION VEHICLES ## TO PREVENT TEARING, ## SEE 3/L500 ## ADJUST EXTENT OF TREE ## PROTECTION FENCING, ## 5'-0" RADIUS MINIMUM ## NOTES: 1. ## IF CONSTRUCTION VEHICLES MUST PASS THROUGH A TREE PROTECTION ZONE, ## THE CONTRACTOR MUST PROPOSE A TEMPORARY PROTECTION METHOD ## FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO WORK PROCEEDING . 2. ## AT A MINIMUM, THE PROTECTION METHOD IS TO INCLUDE EITHER: 2.1. ## CONSTRUCTION OF ROOT SYSTEM BRIDGES WITH LOGGING OR BRIDGE MAT OVER 6" WOODCHIP MULCH, SEE INSET A. 2.2. PLACEMENT OF A 12" LAYER OF WOODCHIP MULCH OVER A TYPE III GEOTEXTILE (MnDOT 3733), SEE INSET B. 2.3. ## PLACEMENT OF SOIL PROTECTION MATS, SEE INSET C. 2.4. OR OTHER INTERNATIONAL SOCIETY OF ARBORISTS (ISA) BEST MANAGEMENT PRACTICE FOR SOIL AND ROOT PROTECTION METHOD WITH APPROVAL ## BY LANDSCAPE ARCHITECT. 3. ## TEMPORARILY SHIFT TPZ FENCING TO DEFINE WORK AREA AND PROTECT TREE. 4. ## IMPLEMENT AGREED UPON ROOT PROTECTION SYSTEM WITHIN THE TPZ. 5. MAINTAIN A 4"-6" LAYER OF WOODCHIP MULCH UNDER THE REST OF THE TREE PROTECTION ZONE (TPZ) AREA TO CONSERVE MOISTURE. 6. IMMEDIATELY RE-ESTABLISH TREE PROTECTION FENCING AT LIMITS OF TPZ UPON COMPLETION OF CONSTRUCTION ACTIVITY WITHIN THE TPZ. ## 6'-0" MAX O.C. ## 5-0" MINIMUM ## TREE PROTECTION ZONE (TPZ) ## INSET A ## ROOT SYSTEM BRIDGE ## LOGGING OR ## BRIDGE MAT ## 6" WOODCHIP MULCH ## INSET B ## WOODCHIP MULCH ## TYPE III GEOTEXTILE ## 12" DEPTH ## WOODCHIP MULCH ## INSET C ## SOIL PROTECTION MATS ## SOIL PROTECTION MAT ## 6" WOODCHIP MULCH ## TYPE III GEOTEXTILE ## TYPE III GEOTEXTILE (MnDOT 2572.3A5) ## TREE PROTECTION FENCING ## DRIVE POSTS 2' INTO GROUND ## TAKING CARE TO AVOID MAJOR ## ROOTS. ## TREE PROTECTION ## ZONE ## KEEP OUT ## TAPER SLOPE OF INFILL TO ## MAINTAIN EXISTING GRADE ATBACK OF REMOVED WALL ## CAREFULLY REMOVE PAVEMENT ## IN LARGE PIECES WORKING BACKWARDS ## FROM EDGE OF TREE PROTECTION ## PRUNE TREE LIMBS THAT ## CONFLICT WITH CONSTRUCTION ## VEHICLES TO AVOID TEARING, ## SEE 4/L500 ## EXISTING SUB-BASE, TYP ## PRESERVE AND RE-USE ## SUB-BASES WITHIN OVERALL ## TREE PROTECTION ZONE ## TREE PROTECTION ## ZONE LIMIT, TYP ## ADJUSTED TEMPORARY TREE ## PROTECTION ZONE, TYP ## ADJACENT SURFACING VARIES, ## SEE PLANS ## NOT TO SCALEROOT PROTECTION FOR CURB REMOVAL WITHIN TREE PROTECTION ZONE 6 ## TREE PROTECTION ZONE (TPZ) ## NOTES:1. ## MOVE TEMPORARY TREE PROTECTION FENCING TO TREEPROTECTION ZONE (TPZ) LIMITS IMMEDIATELY UPON ## COMPLETION OF CONSTRUCTION ACTIVITY WITHIN TPZ. ## SEE NOTES ## LANDSCAPE DETAILS ## KAT ## JSV ## L501 ## DRAWN BY: ## CHECKED BY: ## PROJ. NO:DRAWING NO: 250485 ## THIS SQUARE APPEARS 1/2" x 1/2" ON FULL ## SIZE SHEETS ## NO ## DATE ## REVISION ## NO ## DATE ## ISSUED FOR ## COPYRIGHT 2026 ## BY LHB, INC. ALL RIGHTS RESERVED. ## PRELIMINARY ## NOT FOR CONSTRUCTION 06/04/2026 ## PROJECT NAME: ## ROSEVILLE MOC ## SOUTH ## WOODHILL DR ## ROSEVILLE, MN 55113 ## DRAWING TITLE: 701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029 ## CLIENT:CONSULTANT: ## File Path: ## ..\250485\500 Drawings\LA\250485 MOCS L500 Landscape Details.dwg ## 6/4/2026 5:02 PM ## Plot Date: 1 06/04/2026 ## SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## BACKFILL SOIL ## MULCH ## PLANTING SOIL ## PLANT ACCORDING TO SHRUB AND TREE PLANTING ## DETAILS ON THIS SHEET ## 2:1 MAX. SLOPE. RESTORE TO MATCH SURROUNDING TURF ## EXISTING GRADE ## CUT AREA ## NOTE: 1. EXTEND EXCAVATION AND BACKFILL SOIL TO A POINT DOWNSLOPE EQUAL TO OR LOWER INELEVATION THAN THE BOTTOM OF THE HOLE DIRECTLY BENEATH THE PLANT TO ENSURE ## ADEQUATE DRAINAGE IN HEAVY SOILS. GRANULAR SOIL MUST BE ADDED AS BACKFILL IN AREAS ## OF POOR DRAINAGE. ## 16" POLYPROPYLENE OR POLYETHYLENE ## 40 ML, 1-1/2" WIDE STRAP, TYP. ## 6' STEEL STAKE, TYP. ## 3'-0" MIN. ## 3'-0" MIN. DOUBLE STRAND 14 GA. WIRE, 3 SPACEDEQUALLY AT OPPOSITE SIDES, TYP.HARDWOOD MULCH, 4" DEEP,DOUBLE-SHREDDED UNDYED, TYP. ## SURROUNDING PLANT MATERIAL ## (SEE PLAN) ## PLANTING SOIL, 30" DEEP MIN.ROOTBALL TO SIT ON SUBGRADE; CUT ALLROPES AND REMOVE INORGANIC ## CONTAINERS (SEE 5/L501)SUBGRADE ## MOUNDED SUBGRADE SOIL WITH CIRCULARDRAINAGE TRENCH SURROUNDING ## NOTES: 1. IT IS THE CONTRACTOR'S OPTION TO STAKE TREES; HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ## TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. 2. ## SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. 3. DO NOT PLANT TOO DEEP; EXPOSE TOP OF ROOT FLARE 1" ABOVE FINAL GRADE AND PULL MULCH AWAY FROM TRUNK. ## 6' STEEL STAKE, TYP. ## 3'-0" MIN. ## 3'-0" MIN. ## DOUBLE STRAND 14 GA. WIRE, 3 SPACED ## EQUALLY AT OPPOSITE SIDES, TYP. ## NOTES: 1. CONIFER TO HAVE SHREDDED HARDWOOD MULCH UNLESS NOTED OTHERWISE. NO MULCH SHALL BE IN CONTACT WITH TRUNK. 2. ## SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. 3. ## TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED. 4. IT IS THE CONTRACTOR'S OPTION TO STAKE TREES; HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN ## A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. 5. DO NOT PLANT TOO DEEP; EXPOSE TOP OF ROOT FLARE 1" ABOVE FINAL GRADE AND PULL MULCH AWAY FROM TRUNK. ## 16" POLYPROPYLENE OR POLYETHYLENE ## 40 ML, 1-1/2" WIDE STRAP, TYP. ## HARDWOOD MULCH, 4" DEEP,DOUBLE-SHREDDED UNDYED, TYP. ## SURROUNDING PLANT MATERIAL ## (SEE PLAN) ## PLANTING SOIL, 30" DEEP MIN.ROOTBALL TO SIT ON SUBGRADE; CUT ALLROPES AND REMOVE INORGANIC ## CONTAINERS (SEE 5/L501)SUBGRADE ## MOUNDED SUBGRADE SOIL WITH CIRCULARDRAINAGE TRENCH SURROUNDING ## FLAGGING, ONE PER WIRE ## DOUBLE STRAND 14 GA. WIRE, 3 SPACED ## EQUALLY AT OPPOSITE SIDES, TYP. 2" x 2" x 24" WOOD STAKE, SET AT ANGLE ## NOT TO SCALE ## DECIDUOUS TREE 1 ## NOT TO SCALE ## CONIFEROUS TREE 2 ## MULCH, 4" DEEP, TYP ## SEE 32 9300 ## ADJACENT GROUNDCOVERVARIES, SEE PLANAPPROVED SUBSOIL ## SLIT ORGANIC ## CONTAINER, OR REMOVE ## INORGANIC CONTAINER, ## SEE 5/L502 ## SEE PLANS FOR SPACING ## AMENDED PLANTING SOIL, ## 18" DEEP MIN ## SEE 32 9300 ## NOTES: 1. ## HAND LOOSEN ROOTS OF CONTAINERIZED MATERIAL (TYPICAL). 2. ## HAND REMOVE EXCESS SOIL AT TOP OF ROOT BALL TO EXPOSE TOP OF ROOT FLARE. ## TYPICALLY REQUIRES THE REMOVAL OF 1-6" OF SOIL FROM CONTAINER OR B&B. 3. ## ENSURE THAT FIRST MAIN LATERAL ROOT IS LESS THAN 1" BELOW THE FINALPLANTING SURFACE. 4. ## SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. 5. ## SHRUBS TO SIT ON SUBGRADE. 6. ## APPLY PELLET WEED PREVENTER PRIOR TO MULCHING. ## NOT TO SCALE ## SHRUB & PERENNIAL PLANTING 4 ## REMOVE CONTAINER, TYPFINISHED GRADE,HOLD DOWN 2" BELOW ## SURROUNDING SURFACING ## NOT TO SCALETREE ON A SLOPE 3 ## ROOT FLARE, TYP ## ROOT FLARE, TYP ## SOIL MASS/ROOT BALL ## REMOVE ENCIRCLING ROOTS > 1 4 ## " DIA. WITH A CLEAN ## SAW, CUTTING OFF ALL SIDES ## NOTES: 1. ## FOR TREES, SHRUBS, AND PERENNIALS WITH INORGANIC CONTAINERS, FOLLOW THE "BOXING" ## PROCEDURE TO REMOVE ENCIRCLING ROOTS. 2. ## "BOXING" IS ONLY NECESSARY ON THE PLANTS THAT HAVE ENCRICLING ROOTS WITH DIAMETERS ## GREATER THAN 1 4 " 3. ## HAND LOOSENING OF ROOTS IS STILL NECESSARY AFTER "BOXING" THE ROOT BALL (TYPICAL). ## BUILDING FACADE ## 2'-0" MIN ## 1/2" MIN 1" MAX ## ROCK MULCH (SEE PLANS FOR ## AREAS) ## 4" MIN ## 4" POWDERCOATED BLACK ## STEEL EDGER; STAKE 24" O.C. ## GEOTEXTILE ## 2% MIN ## TURF OR PERENNIALS/SHRUBS ## (SEE PLANS FOR AREAS) ## GROUNDCOVER TYPE 2 ## (SEE PLANS FOR AREAS) ## 4" POWDERCOATED BLACK ## STEEL EDGER; STAKE 24" O.C. ## GROUNDCOVER TYPE 1 ## (SEE PLANS FOR AREAS) ## ADJACENT GROUNDCOVER TYPES ## TO BE FLUSH ACROSS STEEL EDGER ## (SEE GRADING PLAN) ## NOT TO SCALE ## BOXING PROCEDURE FOR CONTAINERIZED PLANTS 5 ## NOT TO SCALESTEEL EDGER 7 ## SCALE: 1 1/2"=1'-0"ROCK MULCH MAINTENANCE EDGER 8 ## NOT TO SCALE ## PLUG PLANTING 6 ## PLAN ## SECTION 24" ## O.C., ## TYP. 3" 6" ## NOTES: 1. ## SEED MIX TO BE PLACED BETWEEN PLUG PLANTINGS. REFER TOSPECIFICATIONS FOR SEED MIX. 2. CAREFULLY PUNCTURE EROSION CONTROL MATERIAL TO PLANT PLUGS AFTERSEEDING. TAKE CARE NOT TO COMPACT SEEDED AREAS DURING PLANTINGOPERATIONS. CONTRACTOR MAY PROPOSE DIFFERENT ORDER OF OPERATIONS ## TO ACHIEVE DESIGN INTENT FOR LANDSCAPE ARCHITECTURE APPROVAL. ## EROSION CONTROL MATERIAL ## PLANTING SOIL, TYP. ## LOOSENED SUBSOIL ## SUBSOIL ## PLUG LIST ## GRASSES / SEDGES 35% ## Big Bluestem Andropogon gerardii ## Indian Grass Sorghastrum nutans ## PERENNIALS 65% ## Giant Hyssop Agastache foeniculum ## Canada Anemone Anemone canadensis ## Butterflyweed Asclepias tuerosa ## Smooth Aster Aster laevis ## Lanceleaf Coreopsis Coreopsis lanceolata ## Joe Pye Weed Eutrochium maculatum ## Prairie Blazingstar Liatris pycnostachya ## Black Eyed Susan Rudbeckia hirta ## Blue Vervain Verbena hastata ## NOT TO SCALE ## BIKE RACK PLACEMENT 9 ## BIKE RACK, TYP ## NOTES: 1. ## MEET APBP GUIDELINES. 2. ## SEE SECTION 32 3300 FOR BIKE ## RACK TYPE AND MOUNTING. ## 1'-6" CLEAR MIN, TYP ## 3'-6" CLEAR MIN, TYP ## 1'-6" CLEAR MIN, TYP ## 3'-0" TYP ## CONCRETE JOINTS TO ## TIME OUT WITH ## ADJACENT CONCRETE ## SCORING PATTERN, ## SEE PLAN ## NOT TO SCALE ## 6' BENCH PLACEMENT 10 ## 6" CLEAR MIN. ## 6" CLEAR MINIMUM ## 1'-10" CLEAR, MINIMUM ## UP ## UP ## A201 ## C1 ## A201 ## D1 ## A201 ## A1 17 ## E ## E.1 ## F ## F.5 ## G ## H ## A201 ## B1 ## D1 34' - 9 3/4" 148' - 0"158' - 9 1/2"48' - 7 1/2" 78' - 2" 28' - 4" 99' - 6" 47' - 9" 31' - 3" 8' - 0" ## 2,289 SF ## WELDING BAY/SHOP ## 1,343 SF ## H.D. REPAIR BAY ## 108 SF ## TIRE STORAGE ## 141 SF ## TIRE STORAGE ## 1,206 SF ## L.D. REPAIR BAY ## 967 SF ## L.D. REPAIR BAY ## 1,153 SF ## L.D. REPAIR BAY ## 123 SF ## LIBRARY ## 64 SF ## VM MECH ## 64 SF ## VM MECH ## 64 SF ## VM MECH ## 48 SF ## JC ## 79 SF ## VM FOREMAN ## 82 SF ## LOCKER ROOM ## 152 SF ## INVENTORY AREA ## 1,496 SF ## PARTS STORAGE ## 80 SF ## UNISEX ## 69 SF ## SECURE TOOL CRIB ## 150 SF ## PARKS PARTS STOR. ## 147 SF ## SECURE TOOL CRIB ## 1,002 SF ## UPFITTING BAY ## 406 SF ## FLUID/COMPRESSOR ## 394 SF ## PARKS SMALL ENGINE SHOP ## 701 SF ## PARKS VEHICLE/EQUIP. REPAIR ## SHOP ## 891 SF ## PARKS OPEN WORK SHOP ## 1,625 SF ## GENERAL PARKS STORAGE ## 225 SF ## MOBILE LIFT STOR. 285' - 0" ## 93 SF ## BREAKROOM ## 34 SF ## COPY ## 51 SF ## SHOWER ## UTILITY SHOP AND STORAGE ## 80 SF ## ELEC. RM ## 170 SF ## HYDRANT ROOM ## 168 SF ## STREETS TOOLS ## 515 SF ## METER ROOM ## 576 SF ## STREETS SHOP STORAGE ## 527 SF ## SIGN SHOP ## 400 SF ## SIGN STORAGE ## 357 SF ## STREETS SHOP ## 123 SF ## UTITLITY SECURE TOOL ## 504 SF ## CARPENTRY SHOP ## 212 SF ## FIRE SPRINKLER RM ## 340 SF ## MAIN ELEC. ROOM ## 137 SF ## STORAGE 75' - 3 1/4" ## 136 SF ## SIGN STORAGE ## 25,662 SF ## VEHICLE STORAGE ## 20,507 SF ## VEHICLE STORAGE ## 13,831 SF ## VEHICLE STORAGE ## B1 ## A301 _____________________ ## B1 ## A301 _____________________ ## A1a ## A301 _____________________ ## A1a ## A301 _____________________ ## C1 ## A301 _____________________ ## C1 ## A301 _____________________ ## 341 SF ## SEASONAL REC ## 153 SF ## OFFICE ## 153 SF ## OFFICE ## 153 SF ## OFFICE ## 156 SF ## OFFICE ## 160 SF ## SM CONF ## 118 SF ## HOTEL ## 94 SF ## FILE/COPY ## 72 SF ## ELEC ## 125 SF ## RECEP ## 281 SF ## LOBBY ## 201 SF ## MECH ## 135 SF ## SERVER/SCADA ## 148 SF ## HOTEL ## 122 SF ## MOTHERS ## 128 SF ## WELLNESS ## 135 SF ## HUDDLE ## 584 SF ## OPEN OFFICE ## 400 SF ## LG CONF ## 150 SF ## SECURE FILES ## 1,602 SF ## BREAK ## 183 SF ## TABLE/CHAIR ## 120 SF ## JAN / STOR ## 47 SF ## RESTROOM ## 314 SF ## PPE/STORAGE ## 84 SF ## SHOWER/CHANGING ## 96 SF ## SHOWER/CHANGING ## 225 SF ## WOMEN LOCKERS ## 598 SF ## MEN LOCKERS ## 40 SF ## VEST. ## 103 SF ## VEST. 10' - 0"32' - 0"57' - 3"79' - 0"143' - 0"60' - 2"4' - 0" 385' - 5" 13' - 0" 19' - 6" 20' - 6" 51' - 0" 251' - 2" 355' - 2" 95' - 1" 355' - 5" / ## Area A ## A1A101A/ ## Area B ## A1A101B / ## Area D ## A1A101D / ## Area C ## A1A101C ## KEYPLAN ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## N ## O ## T ## F ## O ## R ## C ## O ## N ## S ## T ## R ## U ## C ## T ## I ## O ## N ## P ## R ## E ## L ## I ## M ## I ## N ## A ## R ## Y ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## AB ## CD ## A ## CONSULTANT: 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 06/05/2026 SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## Autodesk Docs://250485 Roseville MOC - LPCDS/250485 ## Roseville MOC South A25.rvt ## 6/5/2026 3:17:50 PM ## A101 ## MC/IC ## MST 250485 ## OVERALL FLOOR ## PLAN 0 6 / 0 5 / 2 0 2 6 ## ROSEVILLE MOC ## SOUTH ## WOODHILL DRIVE ## ROSEVILLE, MN 55113 1/16" = 1'-0" ## A101 ## A1 ## OVERALL FLOOR PLAN ## A. GENERAL NOTES APPLY TO ALL DRAWING SHEETS. ## B. COORDINATE THIS ARCHITECTURAL PLAN WITH PLANS BY ALL OTHER ## DISCIPLINES IN THE DOCUMENTS, SUCH AS CIVIL, STRUCTURAL, MECHANICAL, ## PLUMBING, ELECTRICAL, FIRE PROTECTION PLANS, AND OTHERS AS NECESSARY. ## NOTE: SYMBOLS USED IN PLANS BY OTHER DISCIPLINES MAY DIFFER FROM ## ARCHITECTURAL SYMBOLS. ## C. REFER TO THE CODE ANALYSIS ON SHEET XX.XX (VERIFY SHEET NUMBER)FOR ## REQUIRED FIRE RATINGS, TYPES AND LOCATIONS OF RATED ASSEMBLIES. ## D. ALL OPENINGS CUT, PENETRATIONS MADE, OR EQUIPMENT INSTALLED IN FIRE ## RATED ASSEMBLIES SUCH AS WALLS, PARTITIONS, FLOORS, CEILINGS, ETC. ## SHALL BE RESTORED, SEALED, FIRESTOPPED, OR OTHERWISE CONSTRUCTED ## TO MAINTAIN THE INTEGRITY AND FIRE RATING OF THE ASSEMBLY TO THEFULL ## SATISFACTION OF THE ARCHITECT, ENGINEER, BUILDING OFFICIAL AND OWNER. ## THE GENERAL CONTRACTOR SHALL COORDINATE AND BE RESPONSIBLE FOR ## THIS WORK. ## E. TYPICAL INTERIOR PARTITION IS A3 WALL TYPE UNLESS NOTED OTHERWISE. ## REFER TO WALL TYPES ON SHEET XX.XX (VERIFY SHEET NUMBER) ## F. TYPICAL INTERIOR FURRING PARTITION IS F3 UNLESS NOTED OTHERWISE. ## REFER TO WALL TYPES ON SHEET XX.XX (VERIFY SHEET NUMBER) ## G. DIMENSIONS OF INTERIOR WALLS ARE TO FACE OF STUD, FACE OF CMU, FACE ## OF CONCRETE, OR FACE OF EXISTING WALL UNLESS NOTED OTHERWISE. ## H. DIMENSIONS OF EXTERIOR WALLS ARE TO EXTERIOR FACE OF SHEATHING, OR ## EXTERIOR FACE OF CMU OR CONCRETE UNLESS NOTED OTHERWISE. VERIFY ## PER PROJECT ## I. AT “ALIGN”NOTE, FINISH FACE OF WALLS TO ALIGN ## J. INSTALL ACOUSTIC BATT INSULATION IN ALL RESTROOM WALLS AND WALLS ## CONTAINING PLUMBING PIPES. ## K. REFER TO ENLARGED PLANS, WHEN PROVIDED, FOR ADDITIONAL INFORMATION ## TO SUPPLEMENT THE FLOOR PLANS. ## L. SEE SHEET XX.XX (VERIFY SHEET NUMBER)FOR STANDARD AND ACCESSIBLE ## MOUNTING HEIGHTS OF FIXTURES AND ACCESSORIES. ## M. REFER TO PLUMBING PLANS FOR FLOOR DRAINS AND CLEANOUTS. ## N. SEE ROOM FINISH SCHEDULE FOR ROOMS WHERE WINDOW TREATMENTS ARE ## TO BE INSTALLED ## O. PROVIDE METAL AND/OR FIRE-RESISTANT WOOD BLOCKING AT ALL WALL ## MOUNTED FIXTURES, FURNITURE, EQUIPMENT, ACCESSORIES, AND OTHER ## SPECIALTIES. ## P. OWNER SUPPLIED FURNITURE AND EQUIPMENT SHOWN AS DASHED. NOT IN ## CONTRACT UNLESS NOTED OTHERWISE. ## Q. ALL EXPOSED PIPES, VENTS, AND CONDUIT PENETRATING WALLS, FLOORS,OR ## CEILINGS SHALL HAVE FINISHED TRIM RINGS (ESCUTCHEONS). ## R. FIRESTOP AROUND MECHANICAL AND ELECTRICAL EQUIPMENT, ETC. WITH UL ## APPROVED FIRESTOPPING MATERIAL PER CODE AT ALL PENETRATIONS IN NEW ## AND EXISTING FIRE RATED WALLS OR FLOORS. ## S. ALL NEW AND EXISTING GYPSUM BOARD SURFACES WITHIN THE CONSTRUCTION ## LIMITS TO RECEIVE PAINT UNLESS NOTED OTHERWISE. ## T. EXTERIOR LANDINGS, STOOPS, BALCONIES, AND PORCHES SHALL BE LEVEL ## ACROSS DOORWAYS AND SHALL SLOPE AWAY FROM THE BUILDING AT 1/4" PER ## FOOT. ## U. EXISTING STRUCTURE LOCATIONS ARE APPROXIMATE AND BASED ON ## INFORMATION PROVIDED BY THE OWNER. FIELD VERIFY AS REQUIRED. ## V. INSTALL ACCESS PANELS IN GYPSUM BOARD CEILINGS AS REQUIRED TO ## PERFORM WORK. PAINT ACCESS PANELS TO MATCH ADJACENT SURFACE. ## COORDINATE ACCESS PANEL LOCATIONS WITH MECHANICAL. ## GENERAL SHEET NOTES ## A201 ## C1 127 ## E ## E.1 ## F ## 212 SF ## FIRE SPRINKLER RM ## 504 SF ## CARPENTRY SHOP ## 340 SF ## MAIN ELEC. ROOM / ## Area B ## A1A101B / ## Area C ## A1A101C / ## Area D ## A1A101D ## A1a ## A301 _____________________ ## A1a ## A301 _____________________ 4 0 ' - 0 " ## T ## Y ## P . 3 0 ' - 0 " ## T ## Y ## P . 1 0 ' - 0 " ## T ## Y ## P . 1 2 ' - 0 " ## T ## Y ## P . 1 2 ' - 0 " ## T ## Y ## P . 4 0 ' - 0 " ## T ## Y ## P . 8 0 ' - 0 " ## T ## Y ## P . 1 2 ' - 0 " ## T ## Y ## P . 4 0 ' - 0 " ## T ## Y ## P . 1 2 ' - 0 " ## T ## Y ## P . ## 24' - 0" TYP. ## 10' - 0" TYP. ## KEYPLAN ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## N ## O ## T ## F ## O ## R ## C ## O ## N ## S ## T ## R ## U ## C ## T ## I ## O ## N ## P ## R ## E ## L ## I ## M ## I ## N ## A ## R ## Y ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## AB ## CD ## A ## CONSULTANT: 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 06/05/2026 SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## Autodesk Docs://250485 Roseville MOC - LPCDS/250485 ## Roseville MOC South A25.rvt ## 6/5/2026 3:17:51 PM ## A101A ## MC/IC ## MST 250485 ## FLOOR PLAN -AREA A 0 6 / 0 5 / 2 0 2 6 ## ROSEVILLE MOC ## SOUTH ## WOODHILL DRIVE ## ROSEVILLE, MN 55113 1/8" = 1'-0" ## A101A ## A1 ## FIRST LEVEL FLOOR PLAN - AREA A ## UP ## 2,289 SF ## WELDING BAY/SHOP ## 1,343 SF ## H.D. REPAIR BAY ## 141 SF ## TIRE STORAGE ## 1,206 SF ## L.D. REPAIR BAY ## 967 SF ## L.D. REPAIR BAY ## 1,153 SF ## L.D. REPAIR BAY ## 123 SF ## LIBRARY ## 64 SF ## VM MECH ## 64 SF ## VM MECH ## 64 SF ## VM MECH ## 48 SF ## JC ## 79 SF ## VM FOREMAN ## 82 SF ## LOCKER ROOM ## 152 SF ## INVENTORY AREA ## 1,496 SF ## PARTS STORAGE ## 69 SF ## SECURE TOOL CRIB ## 225 SF ## MOBILE LIFT STOR. ## 93 SF ## BREAKROOM ## 34 SF ## COPY ## 51 SF ## SHOWER ## 108 SF ## TIRE STORAGE ## 215 SF ## HUDDLE RM / ## Area A ## A1A101A 8' - 6" ## B1 ## A301 _____________________ ## B1 ## A301 _____________________ ## 10' - 0" TYP. ## 24' - 0" TYP. ## 10' - 0" TYP. ## A. GENERAL NOTES APPLY TO ALL DRAWING SHEETS. ## B. COORDINATE THIS ARCHITECTURAL PLAN WITH PLANS BY ALL OTHER ## DISCIPLINES IN THE DOCUMENTS, SUCH AS CIVIL, STRUCTURAL, MECHANICAL, ## PLUMBING, ELECTRICAL, FIRE PROTECTION PLANS, AND OTHERS AS NECESSARY. ## NOTE: SYMBOLS USED IN PLANS BY OTHER DISCIPLINES MAY DIFFER FROM ## ARCHITECTURAL SYMBOLS. ## C. REFER TO THE CODE ANALYSIS ON SHEET XX.XX (VERIFY SHEET NUMBER)FOR ## REQUIRED FIRE RATINGS, TYPES AND LOCATIONS OF RATED ASSEMBLIES. ## D. ALL OPENINGS CUT, PENETRATIONS MADE, OR EQUIPMENT INSTALLED IN FIRE ## RATED ASSEMBLIES SUCH AS WALLS, PARTITIONS, FLOORS, CEILINGS, ETC. ## SHALL BE RESTORED, SEALED, FIRESTOPPED, OR OTHERWISE CONSTRUCTED ## TO MAINTAIN THE INTEGRITY AND FIRE RATING OF THE ASSEMBLY TO THEFULL ## SATISFACTION OF THE ARCHITECT, ENGINEER, BUILDING OFFICIAL AND OWNER. ## THE GENERAL CONTRACTOR SHALL COORDINATE AND BE RESPONSIBLE FOR ## THIS WORK. ## E. TYPICAL INTERIOR PARTITION IS A3 WALL TYPE UNLESS NOTED OTHERWISE. ## REFER TO WALL TYPES ON SHEET XX.XX (VERIFY SHEET NUMBER) ## F. TYPICAL INTERIOR FURRING PARTITION IS F3 UNLESS NOTED OTHERWISE. ## REFER TO WALL TYPES ON SHEET XX.XX (VERIFY SHEET NUMBER) ## G. DIMENSIONS OF INTERIOR WALLS ARE TO FACE OF STUD, FACE OF CMU, FACE ## OF CONCRETE, OR FACE OF EXISTING WALL UNLESS NOTED OTHERWISE. ## H. DIMENSIONS OF EXTERIOR WALLS ARE TO EXTERIOR FACE OF SHEATHING, OR ## EXTERIOR FACE OF CMU OR CONCRETE UNLESS NOTED OTHERWISE. VERIFY ## PER PROJECT ## I. AT “ALIGN”NOTE, FINISH FACE OF WALLS TO ALIGN ## J. INSTALL ACOUSTIC BATT INSULATION IN ALL RESTROOM WALLS AND WALLS ## CONTAINING PLUMBING PIPES. ## K. REFER TO ENLARGED PLANS, WHEN PROVIDED, FOR ADDITIONAL INFORMATION ## TO SUPPLEMENT THE FLOOR PLANS. ## L. SEE SHEET XX.XX (VERIFY SHEET NUMBER)FOR STANDARD AND ACCESSIBLE ## MOUNTING HEIGHTS OF FIXTURES AND ACCESSORIES. ## M. REFER TO PLUMBING PLANS FOR FLOOR DRAINS AND CLEANOUTS. ## N. SEE ROOM FINISH SCHEDULE FOR ROOMS WHERE WINDOW TREATMENTS ARE ## TO BE INSTALLED ## O. PROVIDE METAL AND/OR FIRE-RESISTANT WOOD BLOCKING AT ALL WALL ## MOUNTED FIXTURES, FURNITURE, EQUIPMENT, ACCESSORIES, AND OTHER ## SPECIALTIES. ## P. OWNER SUPPLIED FURNITURE AND EQUIPMENT SHOWN AS DASHED. NOT IN ## CONTRACT UNLESS NOTED OTHERWISE. ## Q. ALL EXPOSED PIPES, VENTS, AND CONDUIT PENETRATING WALLS, FLOORS,OR ## CEILINGS SHALL HAVE FINISHED TRIM RINGS (ESCUTCHEONS). ## R. FIRESTOP AROUND MECHANICAL AND ELECTRICAL EQUIPMENT, ETC. WITH UL ## APPROVED FIRESTOPPING MATERIAL PER CODE AT ALL PENETRATIONS IN NEW ## AND EXISTING FIRE RATED WALLS OR FLOORS. ## S. ALL NEW AND EXISTING GYPSUM BOARD SURFACES WITHIN THE CONSTRUCTION ## LIMITS TO RECEIVE PAINT UNLESS NOTED OTHERWISE. ## T. EXTERIOR LANDINGS, STOOPS, BALCONIES, AND PORCHES SHALL BE LEVEL ## ACROSS DOORWAYS AND SHALL SLOPE AWAY FROM THE BUILDING AT 1/4" PER ## FOOT. ## U. EXISTING STRUCTURE LOCATIONS ARE APPROXIMATE AND BASED ON ## INFORMATION PROVIDED BY THE OWNER. FIELD VERIFY AS REQUIRED. ## V. INSTALL ACCESS PANELS IN GYPSUM BOARD CEILINGS AS REQUIRED TO ## PERFORM WORK. PAINT ACCESS PANELS TO MATCH ADJACENT SURFACE. ## COORDINATE ACCESS PANEL LOCATIONS WITH MECHANICAL. ## GENERAL SHEET NOTES ## KEYPLAN ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## N ## O ## T ## F ## O ## R ## C ## O ## N ## S ## T ## R ## U ## C ## T ## I ## O ## N ## P ## R ## E ## L ## I ## M ## I ## N ## A ## R ## Y ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## AB ## CD ## A ## CONSULTANT: 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 06/05/2026 SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## Autodesk Docs://250485 Roseville MOC - LPCDS/250485 ## Roseville MOC South A25.rvt ## 6/5/2026 3:17:52 PM ## A101B ## MC/IC ## MST 250485 ## FLOOR PLAN -AREA B 0 6 / 0 5 / 2 0 2 6 ## ROSEVILLE MOC ## SOUTH ## WOODHILL DRIVE ## ROSEVILLE, MN 55113 1/8" = 1'-0" ## A101B ## A1 ## FIRST LEVEL FLOOR PLAN - AREA B ## 80 SF ## UNISEX ## 150 SF ## PARKS PARTS STOR. ## 147 SF ## SECURE TOOL CRIB ## 1,002 SF ## UPFITTING BAY ## 406 SF ## FLUID/COMPRESSOR ## 394 SF ## PARKS SMALL ENGINE SHOP ## 701 SF ## PARKS VEHICLE/EQUIP. REPAIR ## SHOP ## 891 SF ## PARKS OPEN WORK SHOP ## 1,625 SF ## GENERAL PARKS STORAGE ## 80 SF ## ELEC. RM ## 137 SF ## STORAGE ## FUTURE ## EXPANSION ## 597 SF ## REC. STORAGE / ## Area B ## A1A101B / ## Area D ## A1A101D / ## Area A ## A1A101A 9' - 11 11/16" ## B1 ## A301 _____________________ ## B1 ## A301 _____________________ ## C1 ## A301 _____________________ ## C1 ## A301 _____________________ ## 40' - 0" TYP. ## 12' - 0" TYP. ## A. GENERAL NOTES APPLY TO ALL DRAWING SHEETS. ## B. COORDINATE THIS ARCHITECTURAL PLAN WITH PLANS BY ALL OTHER ## DISCIPLINES IN THE DOCUMENTS, SUCH AS CIVIL, STRUCTURAL, MECHANICAL, ## PLUMBING, ELECTRICAL, FIRE PROTECTION PLANS, AND OTHERS AS NECESSARY. ## NOTE: SYMBOLS USED IN PLANS BY OTHER DISCIPLINES MAY DIFFER FROM ## ARCHITECTURAL SYMBOLS. ## C. REFER TO THE CODE ANALYSIS ON SHEET XX.XX (VERIFY SHEET NUMBER)FOR ## REQUIRED FIRE RATINGS, TYPES AND LOCATIONS OF RATED ASSEMBLIES. ## D. ALL OPENINGS CUT, PENETRATIONS MADE, OR EQUIPMENT INSTALLED IN FIRE ## RATED ASSEMBLIES SUCH AS WALLS, PARTITIONS, FLOORS, CEILINGS, ETC. ## SHALL BE RESTORED, SEALED, FIRESTOPPED, OR OTHERWISE CONSTRUCTED ## TO MAINTAIN THE INTEGRITY AND FIRE RATING OF THE ASSEMBLY TO THEFULL ## SATISFACTION OF THE ARCHITECT, ENGINEER, BUILDING OFFICIAL AND OWNER. ## THE GENERAL CONTRACTOR SHALL COORDINATE AND BE RESPONSIBLE FOR ## THIS WORK. ## E. TYPICAL INTERIOR PARTITION IS A3 WALL TYPE UNLESS NOTED OTHERWISE. ## REFER TO WALL TYPES ON SHEET XX.XX (VERIFY SHEET NUMBER) ## F. TYPICAL INTERIOR FURRING PARTITION IS F3 UNLESS NOTED OTHERWISE. ## REFER TO WALL TYPES ON SHEET XX.XX (VERIFY SHEET NUMBER) ## G. DIMENSIONS OF INTERIOR WALLS ARE TO FACE OF STUD, FACE OF CMU, FACE ## OF CONCRETE, OR FACE OF EXISTING WALL UNLESS NOTED OTHERWISE. ## H. DIMENSIONS OF EXTERIOR WALLS ARE TO EXTERIOR FACE OF SHEATHING, OR ## EXTERIOR FACE OF CMU OR CONCRETE UNLESS NOTED OTHERWISE. VERIFY ## PER PROJECT ## I. AT “ALIGN”NOTE, FINISH FACE OF WALLS TO ALIGN ## J. INSTALL ACOUSTIC BATT INSULATION IN ALL RESTROOM WALLS AND WALLS ## CONTAINING PLUMBING PIPES. ## K. REFER TO ENLARGED PLANS, WHEN PROVIDED, FOR ADDITIONAL INFORMATION ## TO SUPPLEMENT THE FLOOR PLANS. ## L. SEE SHEET XX.XX (VERIFY SHEET NUMBER)FOR STANDARD AND ACCESSIBLE ## MOUNTING HEIGHTS OF FIXTURES AND ACCESSORIES. ## M. REFER TO PLUMBING PLANS FOR FLOOR DRAINS AND CLEANOUTS. ## N. SEE ROOM FINISH SCHEDULE FOR ROOMS WHERE WINDOW TREATMENTS ARE ## TO BE INSTALLED ## O. PROVIDE METAL AND/OR FIRE-RESISTANT WOOD BLOCKING AT ALL WALL ## MOUNTED FIXTURES, FURNITURE, EQUIPMENT, ACCESSORIES, AND OTHER ## SPECIALTIES. ## P. OWNER SUPPLIED FURNITURE AND EQUIPMENT SHOWN AS DASHED. NOT IN ## CONTRACT UNLESS NOTED OTHERWISE. ## Q. ALL EXPOSED PIPES, VENTS, AND CONDUIT PENETRATING WALLS, FLOORS,OR ## CEILINGS SHALL HAVE FINISHED TRIM RINGS (ESCUTCHEONS). ## R. FIRESTOP AROUND MECHANICAL AND ELECTRICAL EQUIPMENT, ETC. WITH UL ## APPROVED FIRESTOPPING MATERIAL PER CODE AT ALL PENETRATIONS IN NEW ## AND EXISTING FIRE RATED WALLS OR FLOORS. ## S. ALL NEW AND EXISTING GYPSUM BOARD SURFACES WITHIN THE CONSTRUCTION ## LIMITS TO RECEIVE PAINT UNLESS NOTED OTHERWISE. ## T. EXTERIOR LANDINGS, STOOPS, BALCONIES, AND PORCHES SHALL BE LEVEL ## ACROSS DOORWAYS AND SHALL SLOPE AWAY FROM THE BUILDING AT 1/4" PER ## FOOT. ## U. EXISTING STRUCTURE LOCATIONS ARE APPROXIMATE AND BASED ON ## INFORMATION PROVIDED BY THE OWNER. FIELD VERIFY AS REQUIRED. ## V. INSTALL ACCESS PANELS IN GYPSUM BOARD CEILINGS AS REQUIRED TO ## PERFORM WORK. PAINT ACCESS PANELS TO MATCH ADJACENT SURFACE. ## COORDINATE ACCESS PANEL LOCATIONS WITH MECHANICAL. ## GENERAL SHEET NOTES ## KEYPLAN ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## N ## O ## T ## F ## O ## R ## C ## O ## N ## S ## T ## R ## U ## C ## T ## I ## O ## N ## P ## R ## E ## L ## I ## M ## I ## N ## A ## R ## Y ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## AB ## CD ## A ## CONSULTANT: 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 06/05/2026 SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## Autodesk Docs://250485 Roseville MOC - LPCDS/250485 ## Roseville MOC South A25.rvt ## 6/5/2026 3:17:52 PM ## A101C ## MC/IC ## MST 250485 ## FLOOR PLAN -AREA C 0 6 / 0 5 / 2 0 2 6 ## ROSEVILLE MOC ## SOUTH ## WOODHILL DRIVE ## ROSEVILLE, MN 55113 1/8" = 1'-0" ## A101C ## A1 ## FIRST LEVEL FLOOR PLAN - AREA C ## UP 127 ## F ## F.5 ## G ## H ## 3,793 SF ## UTILITY SHOP AND STORAGE ## 504 SF ## CARPENTRY SHOP ## 357 SF ## STREETS SHOP ## 400 SF ## SIGN STORAGE ## 527 SF ## SIGN SHOP ## 576 SF ## STREETS SHOP STORAGE ## 515 SF ## METER ROOM ## 123 SF ## UTITLITY SECURE TOOL ## 168 SF ## STREETS TOOLS ## 170 SF ## HYDRANT ROOM ## 136 SF ## SIGN STORAGE / ## Area B ## A1A101B / ## Area C ## A1A101C / ## Area A ## A1A101A 59' - 11 15/16" 30' - 0" ## 341 SF ## SEASONAL REC ## 72 SF ## ELEC ## 201 SF ## MECH ## 135 SF ## SERVER/SCADA ## 148 SF ## HOTEL ## 118 SF ## HOTEL ## 160 SF ## SM CONF ## 281 SF ## LOBBY ## 94 SF ## FILE/COPY ## 153 SF ## OFFICE ## 153 SF ## OFFICE ## 153 SF ## OFFICE ## 156 SF ## OFFICE ## 1,602 SF ## BREAK ## 400 SF ## LG CONF ## 150 SF ## SECURE FILES ## 183 SF ## TABLE/CHAIR ## 120 SF ## JAN / STOR ## 125 SF ## RECEP ## 598 SF ## MEN LOCKERS ## 225 SF ## WOMEN LOCKERS ## 314 SF ## PPE/STORAGE ## 155 SF ## MUD ROOM ## 84 SF ## SHOWER/CHANGING ## 47 SF ## RESTROOM ## A1a ## A301 _____________________ ## A1a ## A301 _____________________ ## C1 ## A301 _____________________ ## C1 ## A301 _____________________ ## 128 SF ## WELLNESS ## 135 SF ## HUDDLE ## 122 SF ## MOTHERS 1 0 ' - 0 " ## T ## Y ## P . 3 0 ' - 0 " ## T ## Y ## P . ## 10' - 0" TYP. ## 20' - 0" TYP. ## A. GENERAL NOTES APPLY TO ALL DRAWING SHEETS. ## B. COORDINATE THIS ARCHITECTURAL PLAN WITH PLANS BY ALL OTHER ## DISCIPLINES IN THE DOCUMENTS, SUCH AS CIVIL, STRUCTURAL, MECHANICAL, ## PLUMBING, ELECTRICAL, FIRE PROTECTION PLANS, AND OTHERS AS NECESSARY. ## NOTE: SYMBOLS USED IN PLANS BY OTHER DISCIPLINES MAY DIFFER FROM ## ARCHITECTURAL SYMBOLS. ## C. REFER TO THE CODE ANALYSIS ON SHEET XX.XX (VERIFY SHEET NUMBER)FOR ## REQUIRED FIRE RATINGS, TYPES AND LOCATIONS OF RATED ASSEMBLIES. ## D. ALL OPENINGS CUT, PENETRATIONS MADE, OR EQUIPMENT INSTALLED IN FIRE ## RATED ASSEMBLIES SUCH AS WALLS, PARTITIONS, FLOORS, CEILINGS, ETC. ## SHALL BE RESTORED, SEALED, FIRESTOPPED, OR OTHERWISE CONSTRUCTED ## TO MAINTAIN THE INTEGRITY AND FIRE RATING OF THE ASSEMBLY TO THEFULL ## SATISFACTION OF THE ARCHITECT, ENGINEER, BUILDING OFFICIAL AND OWNER. ## THE GENERAL CONTRACTOR SHALL COORDINATE AND BE RESPONSIBLE FOR ## THIS WORK. ## E. TYPICAL INTERIOR PARTITION IS A3 WALL TYPE UNLESS NOTED OTHERWISE. ## REFER TO WALL TYPES ON SHEET XX.XX (VERIFY SHEET NUMBER) ## F. TYPICAL INTERIOR FURRING PARTITION IS F3 UNLESS NOTED OTHERWISE. ## REFER TO WALL TYPES ON SHEET XX.XX (VERIFY SHEET NUMBER) ## G. DIMENSIONS OF INTERIOR WALLS ARE TO FACE OF STUD, FACE OF CMU, FACE ## OF CONCRETE, OR FACE OF EXISTING WALL UNLESS NOTED OTHERWISE. ## H. DIMENSIONS OF EXTERIOR WALLS ARE TO EXTERIOR FACE OF SHEATHING, OR ## EXTERIOR FACE OF CMU OR CONCRETE UNLESS NOTED OTHERWISE. VERIFY ## PER PROJECT ## I. AT “ALIGN”NOTE, FINISH FACE OF WALLS TO ALIGN ## J. INSTALL ACOUSTIC BATT INSULATION IN ALL RESTROOM WALLS AND WALLS ## CONTAINING PLUMBING PIPES. ## K. REFER TO ENLARGED PLANS, WHEN PROVIDED, FOR ADDITIONAL INFORMATION ## TO SUPPLEMENT THE FLOOR PLANS. ## L. SEE SHEET XX.XX (VERIFY SHEET NUMBER)FOR STANDARD AND ACCESSIBLE ## MOUNTING HEIGHTS OF FIXTURES AND ACCESSORIES. ## M. REFER TO PLUMBING PLANS FOR FLOOR DRAINS AND CLEANOUTS. ## N. SEE ROOM FINISH SCHEDULE FOR ROOMS WHERE WINDOW TREATMENTS ARE ## TO BE INSTALLED ## O. PROVIDE METAL AND/OR FIRE-RESISTANT WOOD BLOCKING AT ALL WALL ## MOUNTED FIXTURES, FURNITURE, EQUIPMENT, ACCESSORIES, AND OTHER ## SPECIALTIES. ## P. OWNER SUPPLIED FURNITURE AND EQUIPMENT SHOWN AS DASHED. NOT IN ## CONTRACT UNLESS NOTED OTHERWISE. ## Q. ALL EXPOSED PIPES, VENTS, AND CONDUIT PENETRATING WALLS, FLOORS,OR ## CEILINGS SHALL HAVE FINISHED TRIM RINGS (ESCUTCHEONS). ## R. FIRESTOP AROUND MECHANICAL AND ELECTRICAL EQUIPMENT, ETC. WITH UL ## APPROVED FIRESTOPPING MATERIAL PER CODE AT ALL PENETRATIONS IN NEW ## AND EXISTING FIRE RATED WALLS OR FLOORS. ## S. ALL NEW AND EXISTING GYPSUM BOARD SURFACES WITHIN THE CONSTRUCTION ## LIMITS TO RECEIVE PAINT UNLESS NOTED OTHERWISE. ## T. EXTERIOR LANDINGS, STOOPS, BALCONIES, AND PORCHES SHALL BE LEVEL ## ACROSS DOORWAYS AND SHALL SLOPE AWAY FROM THE BUILDING AT 1/4" PER ## FOOT. ## U. EXISTING STRUCTURE LOCATIONS ARE APPROXIMATE AND BASED ON ## INFORMATION PROVIDED BY THE OWNER. FIELD VERIFY AS REQUIRED. ## V. INSTALL ACCESS PANELS IN GYPSUM BOARD CEILINGS AS REQUIRED TO ## PERFORM WORK. PAINT ACCESS PANELS TO MATCH ADJACENT SURFACE. ## COORDINATE ACCESS PANEL LOCATIONS WITH MECHANICAL. ## GENERAL SHEET NOTES ## KEYPLAN ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## N ## O ## T ## F ## O ## R ## C ## O ## N ## S ## T ## R ## U ## C ## T ## I ## O ## N ## P ## R ## E ## L ## I ## M ## I ## N ## A ## R ## Y ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## AB ## CD ## A ## CONSULTANT: 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 06/05/2026 SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## Autodesk Docs://250485 Roseville MOC - LPCDS/250485 ## Roseville MOC South A25.rvt ## 6/5/2026 3:17:53 PM ## A101D ## MC/IC ## MST 250485 ## FLOOR PLAN -AREA D 0 6 / 0 5 / 2 0 2 6 ## ROSEVILLE MOC ## SOUTH ## WOODHILL DRIVE ## ROSEVILLE, MN 55113 1/8" = 1'-0" ## A101D ## A1 ## FIRST LEVEL FLOOR PLAN - AREA D ## UP ## UP ## UP ## A. GENERAL NOTES APPLY TO ALL DRAWING SHEETS. ## B. COORDINATE THIS ARCHITECTURAL PLAN WITH PLANS BY ALL OTHER ## DISCIPLINES IN THE DOCUMENTS, SUCH AS CIVIL, STRUCTURAL, MECHANICAL, ## PLUMBING, ELECTRICAL, FIRE PROTECTION PLANS, AND OTHERS AS NECESSARY. ## NOTE: SYMBOLS USED IN PLANS BY OTHER DISCIPLINES MAY DIFFER FROM ## ARCHITECTURAL SYMBOLS. ## C. REFER TO THE CODE ANALYSIS ON SHEET XX.XX (VERIFY SHEET NUMBER)FOR ## REQUIRED FIRE RATINGS, TYPES AND LOCATIONS OF RATED ASSEMBLIES. ## D. ALL OPENINGS CUT, PENETRATIONS MADE, OR EQUIPMENT INSTALLED IN FIRE ## RATED ASSEMBLIES SUCH AS WALLS, PARTITIONS, FLOORS, CEILINGS, ETC. ## SHALL BE RESTORED, SEALED, FIRESTOPPED, OR OTHERWISE CONSTRUCTED ## TO MAINTAIN THE INTEGRITY AND FIRE RATING OF THE ASSEMBLY TO THEFULL ## SATISFACTION OF THE ARCHITECT, ENGINEER, BUILDING OFFICIAL AND OWNER. ## THE GENERAL CONTRACTOR SHALL COORDINATE AND BE RESPONSIBLE FOR ## THIS WORK. ## E. TYPICAL INTERIOR PARTITION IS A3 WALL TYPE UNLESS NOTED OTHERWISE. ## REFER TO WALL TYPES ON SHEET XX.XX (VERIFY SHEET NUMBER) ## F. TYPICAL INTERIOR FURRING PARTITION IS F3 UNLESS NOTED OTHERWISE. ## REFER TO WALL TYPES ON SHEET XX.XX (VERIFY SHEET NUMBER) ## G. DIMENSIONS OF INTERIOR WALLS ARE TO FACE OF STUD, FACE OF CMU, FACE ## OF CONCRETE, OR FACE OF EXISTING WALL UNLESS NOTED OTHERWISE. ## H. DIMENSIONS OF EXTERIOR WALLS ARE TO EXTERIOR FACE OF SHEATHING, OR ## EXTERIOR FACE OF CMU OR CONCRETE UNLESS NOTED OTHERWISE. VERIFY ## PER PROJECT ## I. AT “ALIGN”NOTE, FINISH FACE OF WALLS TO ALIGN ## J. INSTALL ACOUSTIC BATT INSULATION IN ALL RESTROOM WALLS AND WALLS ## CONTAINING PLUMBING PIPES. ## K. REFER TO ENLARGED PLANS, WHEN PROVIDED, FOR ADDITIONAL INFORMATION ## TO SUPPLEMENT THE FLOOR PLANS. ## L. SEE SHEET XX.XX (VERIFY SHEET NUMBER)FOR STANDARD AND ACCESSIBLE ## MOUNTING HEIGHTS OF FIXTURES AND ACCESSORIES. ## M. REFER TO PLUMBING PLANS FOR FLOOR DRAINS AND CLEANOUTS. ## N. SEE ROOM FINISH SCHEDULE FOR ROOMS WHERE WINDOW TREATMENTS ARE ## TO BE INSTALLED ## O. PROVIDE METAL AND/OR FIRE-RESISTANT WOOD BLOCKING AT ALL WALL ## MOUNTED FIXTURES, FURNITURE, EQUIPMENT, ACCESSORIES, AND OTHER ## SPECIALTIES. ## P. OWNER SUPPLIED FURNITURE AND EQUIPMENT SHOWN AS DASHED. NOT IN ## CONTRACT UNLESS NOTED OTHERWISE. ## Q. ALL EXPOSED PIPES, VENTS, AND CONDUIT PENETRATING WALLS, FLOORS,OR ## CEILINGS SHALL HAVE FINISHED TRIM RINGS (ESCUTCHEONS). ## R. FIRESTOP AROUND MECHANICAL AND ELECTRICAL EQUIPMENT, ETC. WITH UL ## APPROVED FIRESTOPPING MATERIAL PER CODE AT ALL PENETRATIONS IN NEW ## AND EXISTING FIRE RATED WALLS OR FLOORS. ## S. ALL NEW AND EXISTING GYPSUM BOARD SURFACES WITHIN THE CONSTRUCTION ## LIMITS TO RECEIVE PAINT UNLESS NOTED OTHERWISE. ## T. EXTERIOR LANDINGS, STOOPS, BALCONIES, AND PORCHES SHALL BE LEVEL ## ACROSS DOORWAYS AND SHALL SLOPE AWAY FROM THE BUILDING AT 1/4" PER ## FOOT. ## U. EXISTING STRUCTURE LOCATIONS ARE APPROXIMATE AND BASED ON ## INFORMATION PROVIDED BY THE OWNER. FIELD VERIFY AS REQUIRED. ## V. INSTALL ACCESS PANELS IN GYPSUM BOARD CEILINGS AS REQUIRED TO ## PERFORM WORK. PAINT ACCESS PANELS TO MATCH ADJACENT SURFACE. ## COORDINATE ACCESS PANEL LOCATIONS WITH MECHANICAL. ## GENERAL SHEET NOTES 4' - 2 1/2" ## 2,226 SF ## PARTS STORAGE MEZZANINE ## B1 ## A301 _____________________ ## B1 ## A301 _____________________ ## G ## H ## 82 SF ## COMPRESSOR ROOM ## 1,051 SF ## VEHICLE MAINT. MEZZ. ## 1,310 SF ## VEHICLE STORAGE MEZZ. ## A1a ## A301 _____________________ ## A1a ## A301 _____________________ ## OPEN TO BELOW ## OPEN TO BELOW ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## N ## O ## T ## F ## O ## R ## C ## O ## N ## S ## T ## R ## U ## C ## T ## I ## O ## N ## P ## R ## E ## L ## I ## M ## I ## N ## A ## R ## Y ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## A ## CONSULTANT: 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 06/05/2026 SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## Autodesk Docs://250485 Roseville MOC - LPCDS/250485 ## Roseville MOC South A25.rvt ## 6/5/2026 3:17:54 PM ## A102 ## MC/IC ## MST 250485 ## FLOOR PLAN - ## MEZZANINES 0 6 / 0 5 / 2 0 2 6 ## ROSEVILLE MOC ## SOUTH ## WOODHILL DRIVE ## ROSEVILLE, MN 55113 1/8" = 1'-0" ## A102 ## A4 ## PARTS STORAGE MEZZ. 1/8" = 1'-0" ## A102 ## A1 ## VEHICLE MAINT. MEZZ. ## ROOF PLAN LEGEND ## EQUIPMENT CURB SUPPORTING PIPING OR ## CONDUIT. INSTALL MAXIMUM SPACING OF ## 6'-0" O.C. ## EQUIPMENT CURB AT ## MECHANICAL EQUIPMENT ## SLOPE AS INDICATED ## DIRECTION OF ROOF SLOPE ## DIAMOND CRICKET ## ROOF DRAIN (RD) ## OVERFLOW DRAIN (ORD) ## MECH HOOD ## ROOF EXHAUST ## SKYLIGHT ## VENT STACK, PIPE OR CONDUIT, ## SEE DETAIL ## COMBUSTION STACK ## CRICKET FOR POSITIVE DRAINAGE ## EPDM WALKWAY PAD ## PHOTOVOLTAIC PANEL 12" / 12" ## A201 ## C1 ## A201 ## D1 ## A201 ## A1 127 ## E ## E.1 ## F ## F.5 ## G ## H ## B1 ## A301 _____________________ ## B1 ## A301 _____________________ ## A1a ## A301 _____________________ ## A1a ## A301 _____________________ ## C1 ## A301 _____________________ ## C1 ## A301 _____________________ ## LOW SLOPE RIGID W/ TPO MEMBRANE ## EXISTING PV ## EXISTING ROOF ACCESS ## ROOF ACCESS ## ROOF ACCESS ## LOW SLOPE RIGID W/ TPO MEMBRANE ## LOW SLOPE RIGID W/ TPO MEMBRANE ## LOW SLOPE RIGID W/ TPO MEMBRANE ## PV ARRAY FINAL LOCATION ## TO BE DETERMINED ## KEYPLAN ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## N ## O ## T ## F ## O ## R ## C ## O ## N ## S ## T ## R ## U ## C ## T ## I ## O ## N ## P ## R ## E ## L ## I ## M ## I ## N ## A ## R ## Y ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## AB ## CD ## A ## CONSULTANT: 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 06/05/2026 SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## Autodesk Docs://250485 Roseville MOC - LPCDS/250485 ## Roseville MOC South A25.rvt ## 6/5/2026 3:17:55 PM ## A111 ## MC/IC ## MST 250485 ## ROOF PLAN 0 6 / 0 5 / 2 0 2 6 ## ROSEVILLE MOC ## SOUTH ## WOODHILL DRIVE ## ROSEVILLE, MN 55113 1/16" = 1'-0" ## A111 ## A1 ## OVERALL ROOF PLAN ## LEVEL 1 100' -0" ## EE.1FF.5GH ## MEZZANINE -EXISTING 110' -6" ## V.M. T.O. PARAPET 134' -0" ## T.O. EXIST. PARAPET 128' -0" ## T.O. LOWER ROOF PARAPET 118' -0" ## C1 ## A301 _____________________ ## C1 ## A301 _____________________ ## 6" REVEAL ## PREFINISHED ## METAL COPING ## 1" PANEL JOINT ## 1" REVEAL ## LEVEL 1 100' -0" 127 ## MEZZANINE -EXISTING 110' -6" ## V.M. T.O. PARAPET 134' -0" ## T.O. EXIST. PARAPET 128' -0" ## T.O. LOWER ROOF PARAPET 118' -0" ## B1 ## A301 _____________________ ## B1 ## A301 _____________________ ## A1a ## A301 _____________________ ## A1a ## A301 _____________________ ## EXISTING ELECTRICAL BUILDING ## 6" REVEAL ## 1" REVEAL ## PREFINISHED ## METAL COPING ## OVERHEAD ## SECTIONAL DOOR ## 1" PANEL JOINT ## LEVEL 1 100' -0" 127 ## MEZZANINE -EXISTING 110' -6" ## V.M. T.O. PARAPET 134' -0" ## T.O. EXIST. PARAPET 128' -0" ## T.O. LOWER ROOF PARAPET 118' -0" ## B1 ## A301 _____________________ ## B1 ## A301 _____________________ ## A1a ## A301 _____________________ ## A1a ## A301 _____________________ ## 1" REVEAL ## 6" REVEAL ## PREFINISHED ## METAL COPING ## 1" PANEL JOINT ## LEVEL 1 100' -0" ## EE.1FF.5GH ## MEZZANINE -EXISTING 110' -6" ## V.M. T.O. PARAPET 134' -0" ## T.O. EXIST. PARAPET 128' -0" ## T.O. LOWER ROOF PARAPET 118' -0" ## C1 ## A301 _____________________ ## C1 ## A301 _____________________ ## OVERHEAD SECTIONAL DOOROVERHEAD SECTIONAL DOOR ## 6" REVEAL ## 1" REVEAL ## 1" PANEL JOINT ## PREFINISHED ## METAL COPING ## OVERHEAD SECTIONAL DOOR ## BV1 - BRICK VANEER ## PC1 - ARCHITECTURAL ## PRECAST W/ REVEALS ## MTL1 - METAL PANEL SIDING ## MATERIALS ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## N ## O ## T ## F ## O ## R ## C ## O ## N ## S ## T ## R ## U ## C ## T ## I ## O ## N ## P ## R ## E ## L ## I ## M ## I ## N ## A ## R ## Y ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## A ## CONSULTANT: 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 06/05/2026 SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## Autodesk Docs://250485 Roseville MOC - LPCDS/250485 ## Roseville MOC South A25.rvt ## 6/5/2026 3:17:57 PM ## A201 ## MC/IC ## MST 250485 ## OVERALL EXTERIOR ## ELEVATIONS 0 6 / 0 5 / 2 0 2 6 ## ROSEVILLE MOC ## SOUTH ## WOODHILL DRIVE ## ROSEVILLE, MN 55113 1/16" = 1'-0" ## A201 ## D1 ## East - Overall South Site 1/16" = 1'-0" ## A201 ## C1 ## North - Overall South Site 1/16" = 1'-0" ## A201 ## B1 ## South - Overall South Site 1/16" = 1'-0" ## A201 ## A1 ## West - Overall South Site ## A.BUILDING SECTIONS ARE FOR DIAGRAMMATICAL PURPOSES ONLY. REFER ## TO DETAILS FOR FURTHER INFORMATION. ## GENERAL SHEET NOTES ## LEVEL 1 100' -0" ## MEZZANINE -EXISTING 110' -6" ## T.O. EXIST. ROOF 124' -8" ## V.M. ROOF 131' -0" ## V.M. T.O. PARAPET 134' -0" ## T.O. EXIST. PARAPET 128' -0" ## C1 ## A301 _____________________ ## C1 ## A301 _____________________ ## VEHICLE STORAGE ## REC. STORAGE ## GENERAL PARKS STORAGEPARTS STORAGE ## PARTS STORAGE MEZZANINE ## LIBRARYHUDDLE RMVM MECHL.D. REPAIR BAYL.D. REPAIR BAYL.D. REPAIR BAY ## LEVEL 1 100' -0" ## EE.1FF.5GH ## MEZZANINE -EXISTING 110' -6" ## T.O. EXIST. ROOF 124' -8" ## T.O. EXIST. PARAPET 128' -0" ## T.O. LOWER ROOF PARAPET 118' -0" ## T.O LOWER ROOF 115' -0" ## C1 ## A301 _____________________ ## C1 ## A301 _____________________ ## VEHICLE MAINT. MEZZ. ## METER ROOMHYDRANT ROOMUTILITY SHOP AND STORAGEVEHICLE STORAGEWELLNESSOFFICE ## 584 SF ## OPEN OFFICE ## LEVEL 1 100' -0" 127 ## T.O. EXIST. ROOF 124' -8" ## V.M. ROOF 131' -0" ## V.M. T.O. PARAPET 134' -0" ## T.O. EXIST. PARAPET 128' -0" ## B1 ## A301 _____________________ ## B1 ## A301 _____________________ ## A1a ## A301 _____________________ ## A1a ## A301 _____________________ ## VEHICLE STORAGEVEHICLE STORAGE ## UPFITTING BAYPARKS VEHICLE/EQUIP. REPAIR ## SHOP ## PARKS OPEN WORK SHOP ## GENERAL PARKS STORAGE ## REC. STORAGE ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## N ## O ## T ## F ## O ## R ## C ## O ## N ## S ## T ## R ## U ## C ## T ## I ## O ## N ## P ## R ## E ## L ## I ## M ## I ## N ## A ## R ## Y ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## A ## CONSULTANT: 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 06/05/2026 SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## Autodesk Docs://250485 Roseville MOC - LPCDS/250485 ## Roseville MOC South A25.rvt ## 6/5/2026 3:17:58 PM ## A301 ## MC/IC ## MST 250485 ## BUILDING SECTIONS 0 6 / 0 5 / 2 0 2 6 ## ROSEVILLE MOC ## SOUTH ## WOODHILL DRIVE ## ROSEVILLE, MN 55113 1/16" = 1'-0" ## A301 ## B1 ## BULDING SECTION 1 N-S 1/16" = 1'-0" ## A301 ## A1a ## BUILDING SECTION 2 N-S 1/16" = 1'-0" ## A301 ## C1 ## BUILDING SECTON E-W ## EQUIPMENT LINE TYPE LEGEND ## CF/CI ## OF/CI ## OF/OI ## FUTURE ## SYMBOLS LEGEND # ## CENTERLINE ## KEYNOTES ## FRONT/APPROACH ACCESS TO EQUIPMENT ## ELEVATION ## BREAK LINE ## C ## L ## X ## WASH EQUIPMENT KEYNOTES ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## NOT FOR CONSTRUCTION ## PRELIMINARY ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## A ## CONSULTANT: 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 06/05/2026SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## Autodesk Docs://250485 Roseville MOC - LPCDS/10450148-01-MOC-South-Q25.rvt6/4/2026 8:33:17 PM ## Q001 ## M. DYSERT ## J. ROREX 10450148 ## EQUIPMENT ## ABBREVIATIONS, ## NOTES & SYMBOLS 06/05/26 ## Roseville MOC ## 2737 Lexington Ave N, ## Roseville, MN 55113 ## ABBREVIATIONS ## AFFABOVE FINISH FLOOR ## ATFAUTOMATIC TRANSMISSION FLUID ## CACOMPRESSED AIR ## CCCONTROL CONSOLE ## CF/CICONTRACTOR FURNISHED / CONTRACTOR INSTALLED ## CFMCUBIC FEET PER MINUTE ## CGCHASSIS GREASE ## CLCENTERLINE ## CNGCOMPRESSED NATURAL GAS ## DDIESEL ## DEFDIESEL EXHAUST FLUID ## ECENGINE COOLANT ## EO1ENGINE OIL (5W-20) ## EO2ENGINE OIL (5W-30) ## EO3ENGINE OIL (5W-40) ## EQEQUAL ## EQ IDEQUIPMENT IDENTIFIER ## F/RFILTER REGULATOR ## FFFINISH FLOOR ## FMSFLUID MANAGEMENT SYSTEM ## FRLFILTER, REGULATOR, LUBRICATOR ## GOGEAR OIL ## GPMGALLONS PER MINUTE ## HOHYDRAULIC OIL ## HPHIGH PRESSURE ## IDIDENTIFICATION ## NGNATURAL GAS ## NTSNOT TO SCALE ## OF/CIOWNER FURNISHED / CONTRACTOR INSTALLED ## OF/OIOWNER FURNISHED / OWNER INSTALLED ## OHOVERHEAD ## PACPUMP AIR CONTROLLER ## S/OSAND/OIL SEPARATOR ## SPECSPECIFICATION ## TLMTANK LEVEL MONITOR ## TYPTYPICAL ## UCUSED COOLANT ## UGUNDERGROUND ## UNOUNLESS NOTED OTHERWISE ## UOUSED OIL ## WWATER ## WWFWINDSHIELD WASHER FLUID ## GENERAL NOTES ## 1 ALL CONTRACTOR FURNISHED (CF) EQUIPMENT SHOWN ON THESE DRAWINGS WITH A FOUR DIGIT ## IDENTIFICATION NUMBER IS BASED ON A SPECIFIED MANUFACTURER. ANY MODIFICATION AND/OR ## SUBSTITUTION OF SAID EQUIPMENT IS SUBJECT TO COMPLETE COORDINATION BY THE CONTRACTOR OF ## ALL CONNECTIONS SERVICES, OPENING SIZE AND ANY OTHER CONSTRUCTION RELATED REQUIREMENTS. ## 2 ALL EQUIPMENT SHOWN ON THESE DRAWINGS WITH A FIVE DIGIT IDENTIFICATION NUMBER IS AN ## EXISTING PIECE OF EQUIPMENT. CONTRACTOR TO INSTALL EXISTING EQUIPMENT (LISTED AS OF/CI IN ## EQUIPMENT SCHEDULE). CONTRACTOR SHALL TEST OPERATION OF EXISTING EQUIPMENT WITH OWNER ## PRESENT PRIOR TO RELOCATION AND AFTER IT IS INSTALLED IN THE NEW FACILITY. EXISTING ## EQUIPMENT SHALL OPERATE IN THE SAME OR BETTER CONDITION AS PREVIOUSLY INSTALLED. ## COORDINATE SCHEDULE OF REMOVAL WITH OWNER. ## 3 CONTRACTOR SHALL VERIFY AND COORDINATE ALL STRUCTURAL, MECHANICAL, ELECTRICAL, AND ## PLUMBING REQUIREMENTS OF EQUIPMENT WITH MANUFACTURER'S APPROVED SHOP DRAWINGS PRIOR ## TO INSTALLATION, AND COORDINATE WORK WITH ARCHITECTURAL FEATURES SO INTERFERENCE ## BETWEEN PIPING, EQUIPMENT, MECHANICAL WORK, AND BUILDING STRUCTURE IS AVOIDED. ## 4 THIS LAYOUT IS PROVIDED FOR GENERAL LOCATION OF EQUIPMENT. UNLESS SPECIFICALLY LOCATED BY ## DIMENSIONS ON THE DRAWINGS, EQUIPMENT SHALL BE PLACED NEAR THE INDICATED LOCATION IN THE ## MOST OPERATIONALLY EFFICIENT POSITION AND ORIENTATION. CONTRACTOR SHALL REFER TO ## EQUIPMENT LAYOUT DRAWINGS FOR EXACT LOCATIONS AND COORDINATION OF ALL EQUIPMENT; ## REFERENCE Q001 FOR EQUIPMENT IDENTIFIERS AND DESCRIPTION. ## 5 SEISMICALLY BRACE ALL FIXED EQUIPMENT AND STORAGE EQUIPMENT PER LOCAL AND STATE SEISMIC ## RESTRAINT GUIDELINES. ## 6 SYMBOLS AND ABBREVIATIONS INDICATED ON THIS SHEET ARE STANDARDS AND FOR REFERENCE ONLY. ## NOT ALL OF THEM MAY BE USED IN THIS PROJECT. ## 7 CONTRACTOR MUST CONSIDER ALL PARTS OF THE CONTRACT DOCUMENTS, WHICH INCLUDES (BUT IS ## NOT LIMITED TO) DRAWINGS AND SPECIFICATIONS. 1 ## Q301 ## SIM 2 ## Q301 ## SIM 1 ## Q401 ## MATCHLINE ## SEE 1/Q101C ## MATCHLINE ## SEE 1/Q101D ## MATCHLINE ## SEE 1/Q101B ## MATCHLINE ## SEE 1/Q101A ## KEYPLAN ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## NOT FOR CONSTRUCTION ## PRELIMINARY ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## AB ## C ## D ## A ## CONSULTANT: 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 06/05/2026SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## Autodesk Docs://250485 Roseville MOC - LPCDS/10450148-01-MOC-South-Q25.rvt6/4/2026 8:33:22 PM ## Q101 ## M. DYSERT ## J. ROREX 10450148 ## OVERALL EQUIPMENT ## PLAN - SOUTH MOC 06/05/26 ## Roseville MOC ## 2737 Lexington Ave N, ## Roseville, MN 55113 1/16" = 1'-0" ## OVERALL EQUIPMENT PLAN - SOUTH MOC 1 0 8'16'32' 269212678 3124 1860 27022 27201 ## FIRE ## SPRINKLER ## RM 229 ## CARPENTRY ## SHOP 196 ## MAIN ELEC. ## ROOM 228 ## VEHICLE ## STORAGE 329 ## VEHICLE ## STORAGE 330 ## MATCHLINE ## SEE 1/Q101C ## MATCHLINE ## SEE 1/Q101D ## MATCHLINE ## SEE 1/Q101B ## KEYPLAN ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## NOT FOR CONSTRUCTION ## PRELIMINARY ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## AB ## C ## D ## A ## CONSULTANT: 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 06/05/2026SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## Autodesk Docs://250485 Roseville MOC - LPCDS/10450148-01-MOC-South-Q25.rvt6/4/2026 8:33:23 PM ## Q101A ## M. DYSERT ## J. ROREX 10450148 ## EQUIPMENT PLAN - ## SOUTH MOC - AREA A 06/05/26 ## Roseville MOC ## 2737 Lexington Ave N, ## Roseville, MN 55113 1/8" = 1'-0" ## EQUIPMENT PLAN - SOUTH MOC - AREA A 1 ## GENERAL NOTES ## 1 REFERENCE SHEET Q001 FOR ALL EQUIPMENT ## DESCRIPTIONS. ## 2 REFERENCE SHEET Q001 FOR ALL GENERAL EQUIPMENT ## NOTES ## 3 REFERENCE SHEET Q001 FOR ALL ABBREVIATIONS 0 4'8'16' 30852 21021 2608 2880 1688 1860 2835 27421 2698 1860 2835 26931 1861 28201 21431 1183 (3) 2690 14221422 1183 1950 58401 (6) ## 5870A (6) 2440 2353 1860 2835 1636 (3) 1860 2835 2770 (2) ## TOOLBOX (2) 5655 1688 (12) 1688 (12) 1446 (3) 1698 1698 1698 1698 1698 1456 (3) 1950 (2) ## TOOLBOX 18602835 1631 5660 2260 2365 5450 5660 5712 1860 2835 1860 2360 1183 (2) ## TOOLBOX (2) 1860 2835 2835 2350 1753 1570 (2) ## 3462B3462B ## L.D. REPAIR ## BAY 192 ## L.D. REPAIR ## BAY 191 ## L.D. REPAIR ## BAY 193 ## VM ## FOREMAN 200 ## VM MECH 201 ## VM MECH 203 ## BREAKROOM 207 ## VM MECH 202 ## LIBRARY 209 ## JC 215 ## LOCKER ## ROOM 224 ## SHOWER 225 ? ? ## HUDDLE RM 208 ## COPY 219 ## INVENTORY ## AREA 230 ## PARTS ## STORAGE 176 ## MOBILE LIFT ## STOR. 198 ## H.D. REPAIR ## BAY 189 ## WELDING ## BAY/SHOP 194 ## TIRE ## STORAGE 188 1 ## Q301 ## SECURE ## TOOL CRIB 199 ## 5655C ## 5655A ## 5655A ## C ## L ## OF OH ## DOOR & ## LIFT ## C ## L ## OF OH ## DOOR & ## LIFT ## C ## L ## OF OH ## DOOR & ## LIFT ## C ## L ## OF OH ## DOOR & ## LIFT 2370 ## MATCHLINE ## SEE 1/Q101C ## MATCHLINE ## SEE 1/Q101D ## MATCHLINE ## SEE 1/Q101A ## KEYPLAN ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## NOT FOR CONSTRUCTION ## PRELIMINARY ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## AB ## C ## D ## A ## CONSULTANT: 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 06/05/2026SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## Autodesk Docs://250485 Roseville MOC - LPCDS/10450148-01-MOC-South-Q25.rvt6/4/2026 8:33:25 PM ## Q101B ## M. DYSERT ## J. ROREX 10450148 ## EQUIPMENT PLAN - ## SOUTH MOC - AREA B 06/05/26 ## Roseville MOC ## 2737 Lexington Ave N, ## Roseville, MN 55113 ## GENERAL NOTES 1/8" = 1'-0" ## EQUIPMENT PLAN - SOUTH MOC - AREA B 1 ## 1 REFERENCE SHEET Q001 FOR ALL EQUIPMENT ## DESCRIPTIONS. ## 2 REFERENCE SHEET Q001 FOR ALL GENERAL EQUIPMENT ## NOTES ## 3 REFERENCE SHEET Q001 FOR ALL ABBREVIATIONS 0 4'8'16' 1537 (2) 1966 2035 (2) 1456 1688 (4) 1456 (2) 1183 1862 2835 2102 2608 2742 3540 54503280 1861 2698 2875 1183 (3) 1810 28701 2742 2835 2835 1810 2880 1810 1810 2835 2835 2608 1422 1535 27021 1860 3540 ## TOOLBOX 1446 1183 5712 ## TOOLBOX 1950 3279 6080 1570 1805 1215 1860 1183 2835 1540 (3) 1540 (2) 1688 (12) 1456 (5) 1456 (5) 1698 1698 1688 (3) 1688 (6) 1688 (10) 1091 1950 (2) 1966 (2) ## 6080B ## 6080A 1535 1456 14561456 1456 1456 1456 14561456 1091 1091 5730 ## 5730A ## GENERAL ## PARKS ## STORAGE 178 ## REC. ## STORAGE 268 ## PARKS ## VEHICLE/EQUIP. ## REPAIR ## SHOP 186 ## PARKS ## OPEN WORK ## SHOP 183 ## PARKS ## SMALL ## ENGINE ## SHOP 185 ## PARKS ## PARTS ## STOR. 187 ## UNISEX 223 ## SECURE ## TOOL CRIB 184 ## PARTS ## STORAGE 176 ## FLUID/COMPRESSOR 174 ## UPFITTING ## BAY 195 ## ELEC. RM 234 2 ## Q301 1 ## Q401 ## C ## L ## OF OH ## DOOR & ## LIFT 1860 2835 1456 (3) 1535 ## MATCHLINE ## SEE 1/Q101D ## MATCHLINE ## SEE 1/Q101B ## MATCHLINE ## SEE 1/Q101A ## KEYPLAN ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## NOT FOR CONSTRUCTION ## PRELIMINARY ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## AB ## C ## D ## A ## CONSULTANT: 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 06/05/2026SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## Autodesk Docs://250485 Roseville MOC - LPCDS/10450148-01-MOC-South-Q25.rvt6/4/2026 8:33:28 PM ## Q101C ## M. DYSERT ## J. ROREX 10450148 ## EQUIPMENT PLAN - ## SOUTH MOC - AREA C 06/04/26 ## Roseville MOC ## 2737 Lexington Ave N, ## Roseville, MN 55113 ## GENERAL NOTES 1/8" = 1'-0" ## EQUIPMENT PLAN - SOUTH MOC - AREA C 1 ## 1 REFERENCE SHEET Q001 FOR ALL EQUIPMENT ## DESCRIPTIONS. ## 2 REFERENCE SHEET Q001 FOR ALL GENERAL EQUIPMENT ## NOTES ## 3 REFERENCE SHEET Q001 FOR ALL ABBREVIATIONS 0 4'8'16' 1860 2835 3719 1950 (3) 1188 (3) 1188 (3) 1861 1861 2835 18621 2835 3086 26101 1537 (6) 1537 (2) 1537 1537 1535 1091 1183 (2) 1456 1456 (3) 1456 (3) 1540 1860 1186 (2) 1862 1215 1806 1183 (2) 1688 (3) 2835 1456 (2) 1091 1456 1183 1950 14541 2742 17931 26901 1535 (2) 1535 (2) 1456 (3) 1186 (4) 1612 (4) 1862 (2) 1761 (2) 24651 1220 (2) 1422 24612460 1610 1612 1456 19511 2835 2835 2897 1456 2102 ## CARPENTRY ## SHOP 196 ## SIGN ## STORAGE 166 ## SIGN ## STORAGE 273 ## STREETS ## SHOP 227 ## SIGN SHOP 165 ## STREETS ## SHOP ## STORAGE 167 ## UTILITY ## SHOP AND ## STORAGE 170 ## UTITLITY ## SECURE ## TOOL 169 ## METER ## ROOM 171 ## HYDRANT ## ROOM 172 ## STREETS ## TOOLS 168 ## BREAK 345 ## JAN / STOR 349 ## PPE/STORAGE 353 ## OFFICE 344 ## LG CONF 346 ## OFFICE 343 ## OFFICE 342 ## OFFICE 341 ## SEASONAL ## REC 332 ## WOMEN ## LOCKERS 352 ## TABLE/CHAIR 348 ## RECEP 350 ## LOBBY 339 ## MECH 334 ## SERVER/SCADA 335 ## HOTEL 336 ## SECURE ## FILES 347 ## MEN ## LOCKERS 351 1091 1420 1951 1456 (2) ## ELEC 333 ## FILE/COPY 340 ## HOTEL 337 ## SM CONF 338 ## MATCHLINE ## SEE 1/Q101C ## MATCHLINE ## SEE 1/Q101B ## MATCHLINE ## SEE 1/Q101A ## VEST. 363 ## WELLNESS 358 ## HUDDLE 359 ## MOTHERS 360 ## SHOWER/CHANGING 355 ## SHOWER/CHANGING 356 ## VEST. 362 ## MUD ROOM 354 ## KEYPLAN ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## NOT FOR CONSTRUCTION ## PRELIMINARY ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## AB ## C ## D ## A ## CONSULTANT: 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 06/05/2026SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## Autodesk Docs://250485 Roseville MOC - LPCDS/10450148-01-MOC-South-Q25.rvt6/4/2026 8:33:30 PM ## Q101D ## M. DYSERT ## J. ROREX 10450148 ## EQUIPMENT PLAN - ## SOUTH MOC - AREA D 06/05/26 ## Roseville MOC ## 2737 Lexington Ave N, ## Roseville, MN 55113 ## GENERAL NOTES ## 1 REFERENCE SHEET Q001 FOR ALL EQUIPMENT ## DESCRIPTIONS. ## 2 REFERENCE SHEET Q001 FOR ALL GENERAL EQUIPMENT ## NOTES ## 3 REFERENCE SHEET Q001 FOR ALL ABBREVIATIONS 1/8" = 1'-0" ## EQUIPMENT PLAN - SOUTH MOC - AREA D 1 0 4'8'16' 1 ## Q301 ## SIM 2 ## Q301 ## SIM ## MATCHLINE ## SEE 1/Q102C ## MATCHLINE ## SEE 1/Q102D ## MATCHLINE ## SEE 1/Q102B ## MATCHLINE ## SEE 1/Q102A ## KEYPLAN ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## NOT FOR CONSTRUCTION ## PRELIMINARY ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## AB ## C ## D ## A ## CONSULTANT: 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 06/05/2026SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## Autodesk Docs://250485 Roseville MOC - LPCDS/10450148-01-MOC-South-Q25.rvt6/4/2026 8:33:33 PM ## Q102 ## M. DYSERT ## J. ROREX 10450148 ## OVERALL EQUIPMENT ## PLAN - OVERHEAD - ## SOUTH MOC 06/05/26 ## Roseville MOC ## 2737 Lexington Ave N, ## Roseville, MN 55113 1/16" = 1'-0" ## OVERALL EQUIPMENT PLAN - OVERHEAD- SOUTH MOC 1 0 8'16'32' ## CARPENTRY ## SHOP 196 ## FIRE ## SPRINKLER ## RM 229 ## MAIN ELEC. ## ROOM 228 ## VEHICLE ## STORAGE 329 ## VEHICLE ## STORAGE 328 ## MATCHLINE ## SEE 1/Q102C ## MATCHLINE ## SEE 1/Q102D ## MATCHLINE ## SEE 1/Q102B 7710 ## KEYPLAN ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## NOT FOR CONSTRUCTION ## PRELIMINARY ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## AB ## C ## D ## A ## CONSULTANT: 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 06/05/2026SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## Autodesk Docs://250485 Roseville MOC - LPCDS/10450148-01-MOC-South-Q25.rvt6/4/2026 8:33:34 PM ## Q102A ## M. DYSERT ## J. ROREX 10450148 ## EQUIPMENT PLAN - ## OVERHEAD - SOUTH ## MOC - AREA A 06/04/26 ## Roseville MOC ## 2737 Lexington Ave N, ## Roseville, MN 55113 ## GENERAL NOTES ## 1 REFERENCE SHEET Q001 FOR ALL EQUIPMENT ## DESCRIPTIONS. ## 2 REFERENCE SHEET Q001 FOR ALL GENERAL EQUIPMENT ## NOTES ## 3 REFERENCE SHEET Q001 FOR ALL ABBREVIATIONS 1/8" = 1'-0" ## EQUIPMENT PLAN - OVERHEAD- SOUTH MOC - AREA A 1 0 4'8'16' 3461 2495 3461 77702495 3461 77702495 2495 7730 2495 5010 ## 3462A 3462 7720 2495 7720 2495 ## 3291A3462A 3462 2495 7720 7770 3291 8168 1 ## Q301 ## VEHICLE ## STORAGE 328 ## WELDING ## BAY/SHOP 194 ## H.D. REPAIR ## BAY 189 ## PARTS ## STORAGE ## MEZZANINE 327 ## L.D. REPAIR ## BAY 192 ## L.D. REPAIR ## BAY 191 ## L.D. REPAIR ## BAY 193 ## MATCHLINE ## SEE 1/Q102C ## MATCHLINE ## SEE 1/Q102D ## MATCHLINE ## SEE 1/Q102A ## KEYPLAN ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## NOT FOR CONSTRUCTION ## PRELIMINARY ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## AB ## C ## D ## A ## CONSULTANT: 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 06/05/2026SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## Autodesk Docs://250485 Roseville MOC - LPCDS/10450148-01-MOC-South-Q25.rvt6/4/2026 8:33:36 PM ## Q102B ## M. DYSERT ## J. ROREX 10450148 ## EQUIPMENT PLAN - ## OVERHEAD - SOUTH ## MOC - AREA B 06/04/26 ## Roseville MOC ## 2737 Lexington Ave N, ## Roseville, MN 55113 ## GENERAL NOTES ## 1 REFERENCE SHEET Q001 FOR ALL EQUIPMENT ## DESCRIPTIONS. ## 2 REFERENCE SHEET Q001 FOR ALL GENERAL EQUIPMENT ## NOTES ## 3 REFERENCE SHEET Q001 FOR ALL ABBREVIATIONS 1/8" = 1'-0" ## EQUIPMENT PLAN - OVERHEAD- SOUTH MOC - AREA B 1 0 4'8'16' 2495 7710 2495 3291 ## 3291A 2495 7710 2495 2495 5010 2495 7760 3461 3461 2495 2495 7710 7710 2 ## Q301 ## GENERAL ## PARKS ## STORAGE 178 ## PARKS ## OPEN WORK ## SHOP 183 ## PARKS ## VEHICLE/EQUIP. ## REPAIR ## SHOP 186 ## UPFITTING ## BAY 195 ## FLUID/COMPRESSOR 174 ## ELEC. RM 234 ## PARKS ## SMALL ## ENGINE ## SHOP 185 ## PARKS ## PARTS ## STOR. 187 ## UNISEX 223 ## SECURE ## TOOL CRIB 184 ## PARTS ## STORAGE 176 ## VEHICLE ## STORAGE 328 ## MATCHLINE ## SEE 1/Q102D ## MATCHLINE ## SEE 1/Q102B ## MATCHLINE ## SEE 1/Q102A ## REC. ## STORAGE 268 ## KEYPLAN ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## NOT FOR CONSTRUCTION ## PRELIMINARY ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## AB ## C ## D ## A ## CONSULTANT: 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 06/05/2026SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## Autodesk Docs://250485 Roseville MOC - LPCDS/10450148-01-MOC-South-Q25.rvt6/4/2026 8:33:37 PM ## Q102C ## M. DYSERT ## J. ROREX 10450148 ## EQUIPMENT PLAN - ## OVERHEAD - SOUTH ## MOC - AREA C 06/04/26 ## Roseville MOC ## 2737 Lexington Ave N, ## Roseville, MN 55113 ## GENERAL NOTES ## 1 REFERENCE SHEET Q001 FOR ALL EQUIPMENT ## DESCRIPTIONS. ## 2 REFERENCE SHEET Q001 FOR ALL GENERAL EQUIPMENT ## NOTES ## 3 REFERENCE SHEET Q001 FOR ALL ABBREVIATIONS 1/8" = 1'-0" ## EQUIPMENT PLAN - OVERHEAD- SOUTH MOC - AREA C 1 0 4'8'16' 34501 24951 (2) 7710177101 77101 24951 7710 2495 7710 ## UTILITY ## SHOP AND ## STORAGE 170 ## VEHICLE ## STORAGE 329 ## VEHICLE ## STORAGE 328 ## CARPENTRY ## SHOP 196 ## MATCHLINE ## SEE 1/Q102C ## MATCHLINE ## SEE 1/Q102A ## UTITLITY ## SECURE ## TOOL 169 ## STREETS ## TOOLS 168 ## HYDRANT ## ROOM 172 ## METER ## ROOM 171 ## STREETS ## SHOP 227 ## SIGN ## STORAGE 273 ## SIGN ## STORAGE 166 ## SIGN SHOP 165 ## STREETS ## SHOP ## STORAGE 167 ## MUD ROOM 354 ## MEN ## LOCKERS 351 ## WOMEN ## LOCKERS 352 ## PPE/STORAGE 353 ## TABLE/CHAIR 348 ## JAN / STOR 349 ## BREAK 345 ## LG CONF 346 ## SECURE ## FILES 347 ## HOTEL 336 ## SERVER/SCADA 335 ## MECH 334 ## HOTEL 337 ## SM CONF 338 ## FILE/COPY 340 ## ELEC 333 ## RECEP 350 ## LOBBY 339 ## SEASONAL ## REC 332 ## OFFICE 341 ## OFFICE 342 ## OFFICE 343 ## OFFICE 344 ## KEYPLAN ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## NOT FOR CONSTRUCTION ## PRELIMINARY ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## AB ## C ## D ## A ## CONSULTANT: 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 06/05/2026SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## Autodesk Docs://250485 Roseville MOC - LPCDS/10450148-01-MOC-South-Q25.rvt6/4/2026 8:33:39 PM ## Q102D ## M.DYSERT ## J. ROREX 10450148 ## EQUIPMENT PLAN - ## OVERHEAD - SOUTH ## MOC - AREA D 06/04/26 ## Roseville MOC ## 2737 Lexington Ave N, ## Roseville, MN 55113 ## GENERAL NOTES ## 1 REFERENCE SHEET Q001 FOR ALL EQUIPMENT ## DESCRIPTIONS. ## 2 REFERENCE SHEET Q001 FOR ALL GENERAL EQUIPMENT ## NOTES ## 3 REFERENCE SHEET Q001 FOR ALL ABBREVIATIONS 1/8" = 1'-0" ## EQUIPMENT PLAN - OVERHEAD- SOUTH MOC - AREA D 1 0 4'8'16' ## LEVEL 1 0" ## LEVEL 2 12' - 0" ## LEVEL 3 24' - 0" 27421 2835 1688 30852 2770 ## 3291A 3291 ## TOOLBOX ## 5655C 5655 77202495 1860 2835 1636 ## 3462B 8168 5010 2495 7720 34623462 30' - 8" 16' - 0" 20' - 0" ## H.D. REPAIR ## BAY 189 ## WELDING ## BAY/SHOP 194 ## SHOWER 225 ## LOCKER ## ROOM 224 ## JC 215 ## LIBRARY 209 ## PARTS ## STORAGE ## MEZZANINE 327 ## LEVEL 1 0" ## LEVEL 2 12' - 0" ## LEVEL 3 24' - 0" 3540 5450 2742 2608 1862 5712 346177602495 20' - 6" 2835 16' - 0"16' - 0" 5010 1688 ## PARKS ## VEHICLE/EQUIP. ## REPAIR ## SHOP 186 7710 ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## NOT FOR CONSTRUCTION ## PRELIMINARY ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## A ## CONSULTANT: 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 06/05/2026SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## Autodesk Docs://250485 Roseville MOC - LPCDS/10450148-01-MOC-South-Q25.rvt6/4/2026 8:33:41 PM ## Q301 ## M. DYSERT ## J. ROREX 10450148 ## EQUIPMENT SECTION ## - HEAVY DUTY BAY & ## VEHICLE REPAIR ## SHOP SECTION 06/04/26 ## Roseville MOC ## 2737 Lexington Ave N, ## Roseville, MN 55113 1/4" = 1'-0" ## HEAVY DUTY BAY EQUIPMENT SECTION 1 1/4" = 1'-0" ## PARKS VEHICLE REPAIR SHOP EQUIPMENT SECTION 2 0 2'4'8' 7970 ## (UO) 7960 ## (EO3) 7510 ## (CG) 7950 ## (HO) 7950 ## (ATF) 7960 ## (EO1) 7960 ## (EO2) 7950 ## (EC) 7520 ## (EO3) 7520 ## (EO1) 7520 ## (EO2) 7530 ## (EC) 7520 ## (ATF) 7520 ## (HO) ## FLUID/COMPRESSOR 174 ## ELEC. RM 234 ## KEYPLAN ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## NOT FOR CONSTRUCTION ## PRELIMINARY ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## AB ## C ## D ## A ## CONSULTANT: 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 06/05/2026SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## Autodesk Docs://250485 Roseville MOC - LPCDS/10450148-01-MOC-South-Q25.rvt6/4/2026 8:33:42 PM ## Q401 ## M. DYSERT ## J. ROREX 10450148 ## EQUIPMENT ## ENLARGED PLAN - ## FLUID/COMPRESSOR ## ROOM 06/05/26 ## Roseville MOC ## 2737 Lexington Ave N, ## Roseville, MN 55113 ## GENERAL NOTES ## 1 REFERENCE SHEET Q001 FOR ALL EQUIPMENT ## DESCRIPTIONS. ## 2 REFERENCE SHEET Q001 FOR ALL GENERAL EQUIPMENT ## NOTES ## 3 REFERENCE SHEET Q001 FOR ALL ABBREVIATIONS 1/2" = 1'-0" ## ENLARGED EQUIPMENT PLAN - FLUID ROOM 1 0 1'2'4' ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## NOT FOR CONSTRUCTION ## PRELIMINARY ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## A ## CONSULTANT: 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 06/05/2026SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## Autodesk Docs://250485 Roseville MOC - LPCDS/10450148-01-MOC-South-Q25.rvt6/4/2026 8:33:43 PM ## Q601 ## M. DYSERT ## J. ROREX 10450148 ## EQUIPMENT ## SCHEDULES 06/05/26 ## Roseville MOC ## 2737 Lexington Ave N, ## Roseville, MN 55113 ## GENERAL NOTES ## 10 56 00 STORAGE ASSEMBLIES EQUIPMENT SCHEDULE ## Q ID #DESCRIPTION ## BASIS OF DESIGNARCHITECTURAL & STRUCTURALELECTRICAL ## REMARKSMANUFACTURERMODEL ## OVERALL SIZE ## ESTIMATED ## WEIGHT (LBS) ## ESTIMATED ## STORAGE ## CAPACITY (LBS) ## VACPHHPA CONNECTION TYPEDATA CONNECTIONLWH ## CF/CI ## 1098BOARD, PEG, TOOLKENNEDY MANUFACTURING COMPANY5000472"1/2"36"322592 ## 1183CABINET, STORAGE, HEAVY DUTYEQUIPTOICL3513348"24"78"5734800 ## 1186CABINET, STORAGE, SHOP, HEAVY DUTY SHELVINGLYON WORKSPACE PRODUCTS111436"21"82"1561450 ## 1188CABINET, STORAGE, SHOP, WALL MOUNTED36"13"27"79400 ## 1220DESK, STAND-UPTENNSCO CORPORATIONSR-5734 1/2"29"53"97520 1420RACK, ARM, SINGLE FACE, THREE FOOT WIDE, 4,000 POUNDEQUIPTO1062 SINGLE FACE UNIT AND 1063 SINGLE FACE RACK ## END 36"22"84"1374550 ## 1422RACK, ARM, SINGLE FACE, HEAVY DUTYEQUIPTO1043-48 AND 104348"36"96"22012000 ## 1446STORAGE UNIT, 72 BINLYON WORKSPACE8100 SERIES36"12"84"180500 ## 1456RACK, BULK STORAGE, SIX FOOTEQUIPTO1028D62S AND 1028D62A72"24"96"3985260 1535RACK, PALLET, EIGHT FOOT, TWO TIERLYON WORKSPACE PRODUCTS97SWD096048096 STARTER WITH 97AWD096948096 ## ADD-ON 102"48"96"37610400 1537RACK, PALLET, TWELVE FOOT, TWO TIERLYON WORKSPACE PRODUCTS9748M120 (UPRIGHTS), SOS144 (BEAMS), FFWD4648H ## (DECKING) 150"48"120"73018000 1540RACK, PALLET, TWELVE FOOT, THREE TIERLYON WORKSPACE PRODUCTS97SWD144048144 STARTER WITH 97AWD144042144 ADD ## ON 150"48"144"74020370 ## 1570RACK, SPOOL, WIREEQUIPTO880-736"8"84"832604 ## 1610RACK, VINYL ROLL, VERTICALSIGN WAREHOUSESE-ORCA4430"9"75"00 ## 1612RACK, SIGN, TWO LEVELSTORE MORE STORESMS-18-65895-48368848"36"88 1/2"1651500 1631CAROUSEL, STORAGE, TIRE, 32 INCHVIDIR VERTICAL STORAGE SYSTEMT45156-0744-12177"89 1/2"170"4090700046033.0010.0DISCONNECT ## 1636RACK, TIRE, HEAVY DUTY, ONE TIERSPG/JARKETW-394360"26"47 1/2"1281000 ## 1688SHELVING UNIT, EIGHT SHELFEQUIPTO773-8S AND 773-8A36"18"84"1768190 ## 1698SHELVING UNIT, WITH FOUR DRAWERSEQUIPTOS4221VHS & S4221VHA36"18"84"4406280 ## 1753TABLE, LAYOUT, STAINLESS STEEL TOP, EIGHT FOOTEQUIPTO2323D8 WITH 441D8SS96"30"34"2661500 ## 1761TABLE, LAYOUT, WOOD TOP, EIGHT FEETEQUIPTO2333-8W96"36"34"215900 1805WORKBENCH, ELECTRONICS, STATIC DISSIPATIVE, 5 FOOT, WITH SHELFEQUIPTO388-5C W/ACCESSORIES60"30"47 1/2"197100012010.007.0RECEPTACLE ## 1806WORKSTATION, ELECTRONICS, STATIC DISSAPATIVE, SIX FOOT, WITH ## DRAWERS ## STANLEY VIDMARETW-172"36"52"6411000120115.0RECEPTACLE ## 1810WORKBENCH, STEEL TOP, WITH RISER AND DRAWER UNITEQUIPTO2578U672"30"34"3312700 ## 1950CABINET, FLAMMABLE MATERIALS, LARGEEQUIPTOFSC45S43"18"65"353350 ## 1951CABINET, FLAMMABLE MATERIALS, BENCH TOPEAGLE MFG1925X23 1/2"18"35"103350 1966PALLET, CONTAINMENT, HAZARDOUS MATERIALS, FOUR DRUMJUSTRITE MANUFACTURING2863549"49"10 1/2"545000 ## 2370DOLLY, WHEELNORCO INDUSTRIES8232039 1/2"43 1/2"35"1751500 ## 11 11 00 VEHICLE SERVICE EQUIPMENT SCHEDULE ## Q ID #DESCRIPTION ## BASIS OF DESIGNARCHITECTURAL & STRUCTURALINDUSTRIAL PIPING ## REMARKSMANUFACTURERMODEL ## OVERALL SIZE ## ESTIMATED ## WEIGHT (LBS) ## ESTIMATED ## STORAGE ## CAPACITY (LBS) ## COMPRESSED AIRFACILITY FLUID ## LWH ## SIZE ## (IN) ## FLOW ## (CFM) ## PRESSURE (PSI) ## FLOW ## (GPM) ## PRESS. ## (PSI) ## MIN.MAX. ## CF/CI 7510PUMP, AIR PISTON, 55 GALLON (CG), WITH HOISTGRACO, INCORPORATED22601824"30"56"1361/2"1980150270.00 ## 7520PUMP, AIR PISTON, 10:1 RATIOGRACO, INCORPORATED425 FIRE BALL 2056268"6"26"381/2"4580150 ## 7530PUMP, DIAPHRAGM, NON-MIXING (EC)GRACO, INC64701615"11"16"231/2"672012500.00 ## 7710REEL BANK, ONE COMMODITYGRACO INC.XD SERIES26"8"25 1/2"643/4"030.00 ## 7720REEL BANK, TWO COMMODITYGRACO INC.XD SERIES26"8"25 1/2"1283/4"030.00 ## 7730REEL BANK, THREE COMMODITYGRACO INC.XD SERIES26"8"25 1/2"1923/4"030.00 ## 7760REEL BANK, SIX COMMODITYGRACO INC.XD SERIES26"8"25 1/2"3843/4"030.00 ## 7770REEL BANK, SEVEN COMMODITYGRACO INC.XD SERIES26"8"25 1/2"4483/4"030.00 7950TANK, DOUBLE WALL, CUBE, 120 GALLON, ONE COMMODITYCONTAINMENT SOLUTIONSLCAA1280DS00138"34"49"4851485 7960TANK, DOUBLE WALL, CUBE, 280 GALLON, ONE COMMODITYCONTAINMENT SOLUTIONSLCAA1280DS00158"34"61"8503200 7970TANK, DOUBLE WALL, CUBE, 500 GALLON, ONE COMMODITYCONTAINMENT SOLUTIONSLCAA1500DS00158"46"73"13155600 ## 11 11 13 COMPRESSED AIR VEHICLE SERVICE EQUIPMENT SCHEDULE ## Q ID #DESCRIPTION ## BASIS OF DESIGNARCHITECTURAL & STRUCTURALMECHANICALPLUMBINGINDUSTRIAL PIPINGELECTRICAL ## REMARKSMANUFACTURERMODEL ## OVERALL SIZE ## ESTIMATED ## WEIGHT (LBS) ## ESTIMATED ## STORAGE ## CAPACITY (LBS) ## EXHAUST ## HEAT REJECT ## (MBH) ## SANITARYCOMPRESSED AIR ## VACPHHPACONNECTION TYPEDATA CONNECTIONLWH ## FLOW (CFM) ## IW SINK ## SIZE ## (IN) ## FLOW ## (CFM) ## PRESSURE (PSI) ## MIN.MAX. ## CF/CI ## 8168COMPRESSOR, AIR, RECIPROCATING, DUPLEX 20 HP (x2), HORIZONTAL ## (LARGE) RECEIVER ## CHAMPIONHR20D-2489 1/2"66 1/2"76"2845 0 ## 895801 1/4"480320.0027.0PROVIDE DISCONNECT ## 11 11 29 VEHICLE SHOP EQUIPMENT SCHEDULE ## Q ID #DESCRIPTION ## BASIS OF DESIGNARCHITECTURAL & STRUCTURALMECHANICALPLUMBINGINDUSTRIAL PIPINGELECTRICAL ## REMARKSMANUFACTURERMODEL ## OVERALL SIZE ## ESTIMATED ## WEIGHT ## (LBS) ## ESTIMATED ## STORAGE ## CAPACITY ## (LBS) ## EXHAUST ## HEAT ## REJECT ## (BTUH) ## DOMESTIC COLD WATERSANITARYGASCOMPRESSED AIR ## VACPHHPACONNECTION TYPELWH ## FLOW ## (CFM) ## SIZE ## (IN) ## FLOW ## (GPM) ## PRESSURE ## (PSI) ## IW SINK ## INPUT ## (BTUH) ## PRESSURE ## (PSI) ## SIZE ## (IN) ## FLOW ## (CFM) ## PRESSURE ## (PSI) ## MIN.MAX.MIN.MAX.MIN.MAX. ## CF/CI ## 2035CABINET, CHARGING, 24V BATTERYSTORAGE BATTERY SYSTEMS, ## LLC ## SBS-723624STD36"24"78"00 ## 2102PRESS, HYDRAULIC, 20 TONNUGIER HYDRAULIC PRECISIONH20-6-3F31"30"74"2650 2260LATHE, BRAKE, DRUMAMMCO4000B WITH ACCESSORIES60"30"72"38520012011.0015.0RECEPTACLEAPPLICATION: CAR THROUGH LIGHT TRUCK ## 2350CHANGER, TIRE, LIGHT DUTYCOATS800MAXX80A49"42"88"85001/4"15150175 2353CHANGER, HEAVY DUTY, 44 INCH MAX TIRECOATS COMPANYHIT-600078"48"36"11501/4"511015022033.0025.0DISCONNECT ## 2360BALANCER, TIRE, LIGHT DUTYCOATS1300-2D60"66"78"63915022011.5020.0SPECIAL PURPOSE OUTLET ## 2365CAGE, INFLATION, TIREBRANICK INDUSTRIES, INC.225028"35"60"2301/4"5012012010.002.0RECEPTACLE 2440SCRUBBER, FLOOR, WALK BEHIND, 28 INCH PATH, BATTERYTENNANTT600-700D30"64"43 1/2"1033Yes11011.0015.0RECEPTACLE ## 2460CUTTER/PLOTTER, SIGNROLAND DGA GROUPCAMM-1 PRO GX-40055 1/2"28 1/2"44"11211010.001.2RECEPTACLE ## 2495REEL, ELECTRICALCOX REELSEZ-PC13-XXXX-X8 1/2"13 1/2"15"36120113.0RECEPTACLE ## 2608DRILL PRESS, VARIABLE SPEED, 18 INCHDELTA MACHINERY18-900L20"28"70"24012010.758.0RECEPTACLE ## 2678SANDER, BELT/DISCPOWERMATIC31A24"31 1/2"54 1/2"24740046032.003.5DISCONNECT ## 2690SAW, BAND, HORIZONTAL, SMALLWELLSAW101640"84"49"90046032.003.2DISCONNECT 2698SAW, CUTOFF, ABRASIVE, 14 INCHKALAMAZOO INDUSTRIES INC.K12-14B17"29 1/2"28 1/2"25048035.006.0OUTLET ## 2742WELDER, MIG, PORTABLEMILLER ELECTRIC ## MANUFACTURING COMPANY ## MILLERMATIC 25219"40"30"205460123.0OUTLET ## 2770SCREEN, WELDINGSINGER SAFETY COMPANY12A33447144"18"75"47 ## 2835VISE, 5-1/2 INCHWMH TOOL GROUP / WILTON288279"18"10"116 ## 2875BUFFER/GRINDER, EIGHT INCH, BENCH MOUNTEDBALDOR8100W23 1/2"11"13"9912010.754.6RECEPTACLE ## 2880BUFFER/GRINDER, EIGHT INCH, WITH DUST COLLECTORBALDOR8252W25"24"42"29546030.750.7DISCONNECT 2897SHARPENER, MOWER BLADE, WITH DUST COLLECTOR AND BALANCERMAGNA-MATICMAG-8100-05-KIT24"24"68"0012010.5015.0RECEPTACLE 3086CABINET, BLASTER, WETMEDIA BLAST & ABRASIVE, INC.363065"36"64"34007.0010.003/8"255010011511.009.0RECEPTACLE 3719WASHER, HIGH PRESSURE, HOT WATER, NG, 4 GPM, ON STANDHOTSY CORPORATION945N WITH ACCESSORIES47 1/2"21"51"54514.0030.000.00No3650009.0014.0046035.008.0DISCONNECT ## 5450LIFT, TABLESOUTHWORTH PRODUCTSLS2-2448"60"7"5002000Yes11511.0017.0CONTROL PANEL ## 1 REFERENCE SHEET Q001 FOR ALL EQUIPMENT ## DESCRIPTIONS. ## 2 REFERENCE SHEET Q001 FOR ALL GENERAL EQUIPMENT ## NOTES ## 3 REFERENCE SHEET Q001 FOR ALL ABBREVIATIONS ## DRAWN BY: ## CHECKED BY: ## PROJ. NO: ## DRAWING NO: ## DRAWING TITLE: ## PROJECT NAME: ## NOT FOR CONSTRUCTION ## PRELIMINARY ## COPYRIGHT 2026 BY LHB, INC. ALL RIGHTS RESERVED. ## THIS SQUARE APPEARS 1/2"x1/2" ## ON FULL SIZE SHEETS ## NODATEISSUED FOR ## NODATEREVISION 1 ## CLIENT: ## A ## CONSULTANT: 23456 ## B ## C ## D ## E ## 701 WASHINGTON AVE. N, STE 200 | MINNEAPOLIS, MN 55401 | 612.338.2029 ## 06/05/2026SD SET ## 2660 CIVIC CENTER DR | ROSEVILLE, MN 55113 ## 1601 UTICA AVENUE SOUTH, SUITE 600 | ST. LOUIS PARK, MN 55416-3400 ## Autodesk Docs://250485 Roseville MOC - LPCDS/10450148-01-MOC-South-Q25.rvt6/4/2026 8:33:45 PM ## Q602 ## M. DYSERT ## J. ROREX 10450148 ## EQUIPMENT ## SCHEDULES 06/05/26 ## Roseville MOC ## 2737 Lexington Ave N, ## Roseville, MN 55113 ## GENERAL NOTES ## 11 24 19 VACUUM EQUIPMENT SCHEDULE ## Q ID #DESCRIPTION ## BASIS OF DESIGNARCHITECTURAL & STRUCTURALMECHANICALELECTRICAL ## REMARKSMANUFACTURERMODEL ## OVERALL SIZE ## ESTIMATED ## WEIGHT ## (LBS) ## ESTIMATED ## STORAGE ## CAPACITY ## (LBS) ## EXHAUST ## HEAT ## REJECT ## (BTUH) ## VACPHHPACONNECTION TYPELWH ## FLOW ## (CFM) ## CF/CI ## 3124DUST COLLECTION SYSTEM, PORTABLEJET TOOLSJCDC-1.522"47"67 1/2"13911511.5014.0RECEPTACLE 3279EXTRACTOR, FUME, PORTABLE, 115 CFMLINCOLN ELECTRICK652-1 W/ ACCESSORIES27"16"13 1/2"3712010.5015.0RECEPTACLE 3280EXTRACTOR, FUME, WELDING, PORTABLE, 800 CFMAIRFLOW SYSTEMS, INC.PCH-1 WITH ACCESSORIES24"37"91 1/2"25412011.5015.0RECEPTACLE ## 3291FUME EXTRACTION ARM, WELDING, 5M, WITH BOOM EXTENTIONNEDERMAN1056053272"48"48"7310000 ## 3291FUME EXTRACTION ARM, WELDING, WITH BOOM EXTENSIONNEDERMAN1056033272"48"48"20610000 ## 14 45 00 VEHICLE LIFTS EQUIPMENT SCHEDULE ## Q ID #DESCRIPTION ## BASIS OF DESIGNARCHITECTURAL & STRUCTURALPLUMBINGINDUSTRIAL PIPINGELECTRICAL ## REMARKSMANUFACTURERMODEL ## OVERALL SIZE ## ESTIMATED ## WEIGHT (LBS) ## ESTIMATED ## STORAGE ## CAPACITY (LBS) ## SANITARYCOMPRESSED AIR ## VACPHHPACONNECTION TYPELWHIW SINK ## SIZE ## (IN) ## FLOW ## (CFM) ## PRESSURE (PSI) ## MIN.MAX. ## CF/CI ## 5655LIFT, PLATFORM, VERTICAL RISEROTARYV80-32402 1/2"109"17"080000YesCONTROL CONSOLE 5655ALIFT, PLATFORM, VERTICAL RISE, FLUSH MOUNTED - ROLLING BRIDGE JACKSROTARYRJ36BK30"48"17"0360003/8"2090110 5655BLIFT, PLATFORM, VERTICAL RISE, FLUSH MOUNTED - LIGHT KITROTARYV400346"1"1"12015.0CONTROL CONSOLE 5655CLIFT, PLATFORM, VERTICAL RISE, FLUSH MOUNTED - CONTROL CONSOLEROTARYMANUFACTURER27"26 1/2"52"03/8"590110460320.0026.0DISCONNECT 5660LIFT, SURFACE MOUNTED, FOUR POSTROTARYSM18-L275 1/2"138"78"3870180003/8"2012024023012.0016.0DISCONNECT 5712LIFT, SURFACE MOUNTED, TWIN-POST, 12,000 POUNDROTARYSPO12-TA137 1/2"124"164"2190120001/4"59012046032.008.6DISCONNECT 5730LIFT, SURFACE MOUNTED, TWIN-POST, ASYMMETRICALROTARY LIFTSPOA10161"110 1/2"143 1/2"1600100001/2"59012022012.0020.0DISCONNECT ## 5730ALIFT, SURFACE MOUNTED, TWIN-POST, ASYMMETRICAL - WHEEL SPOTTING ## DISH ## ROTARY LIFTFF729-112"10 1/2"1" ## 5870AJACK STAND, LIFT, PORTABLE (QUANTITY PER EQUIPMENT PLANS)ARI-HETRAAB6-2034"34"48"15018000 ## 23 35 16 ENGINE EXHAUST SYSTEMS EQUIPMENT SCHEDULE ## Q ID #DESCRIPTION ## BASIS OF DESIGNARCHITECTURAL & STRUCTURALMECHANICALELECTRICAL ## REMARKSMANUFACTURERMODEL ## OVERALL SIZE ## ESTIMATED ## WEIGHT ## (LBS) ## ESTIMATED ## STORAGE ## CAPACITY ## (LBS) ## EXHAUST ## HEAT ## REJECT ## (BTUH) ## VACPHHPACONNECTION TYPELWH ## FLOW ## (CFM) ## CF/CI ## 3461REEL, VEHICLE EXHAUST, MOTOR OPERATED, INDIVIDUAL FAN, FOUR INCH ## HOSE ## NEDERMAN865M60"37"33"110 300 ## CONTROL BOX ## 3461AREEL, VEHICLE EXHAUST, MOTOR OPERATED, INDIVIDUAL FAN - CONTROL ## BOX ## NEDERMAN8911557046030.757.0DISCONNECT ## 3461BREEL, VEHICLE EXHAUST, MOTOR OPERATED, INDIVIDUAL FAN - PENDENT ## CONTROL ## NEDERMAN2037371212010.201.4JUNCTION BOX 3462REEL, VEHICLE EXHAUST, MOTOR OPERATED, SIX INCH HOSENEDERMANHD OS55"35"56"265600012010.503.0J-BOX 3462AREEL, VEHICLE EXHAUST, MOTOR OPERATED, SIX INCH HOSE - EXHAUST FANNEDERMAN1451432218"48"19"600CONTROL BOX ## 3462BREEL, VEHICLE EXHAUST, MOTOR OPERATED, SIX INCH HOSE - CONTROL ## SWITCH ## NEDERMAN2 1/2"2 1/2"4" 3462CREEL, VEHICLE EXHAUST, MOTOR OPERATED, SIX INCH HOSE - CONTROL BOXNEDERMAN8911557046032.003.4DISCONNECT ## 41 22 00 CRANES & HOISTS EQUIPMENT SCHEDULE ## Q ID #DESCRIPTION ## BASIS OF DESIGNARCHITECTURAL & STRUCTURALELECTRICAL ## REMARKSMANUFACTURERMODEL ## OVERALL SIZE ## ESTIMATED ## WEIGHT (LBS) ## ESTIMATED ## STORAGE ## CAPACITY ## (LBS) ## VACPHHPACONNECTION TYPE ## DATA ## CONNECTION ## SPAN (FT-IN) ## RUNWAY ## LENGTH ## (FT-IN) ## H ## CF/CI 5010CRANE, BRIDGE, TOP RUNNING, 4-TONKONECRANESCXTS20' - 11 1/2"49' - 5 1/2"42"78431000046035.3014.9DISCONNECT 5010CRANE, BRIDGE, TOP RUNNING, 4-TONKONECRANESCXTS58' - 8"119' - 1"42"78431000046035.3014.9DISCONNECT ## 45 39 00 FABRICATED EQUIPMENT SCHEDULE ## Q ID #DESCRIPTION ## BASIS OF DESIGNARCHITECTURAL & STRUCTURAL ## REMARKSMANUFACTURERMODEL ## OVERALL SIZE ## ESTIMATED ## WEIGHT (LBS) ## ESTIMATED ## STORAGE ## CAPACITY ## (LBS) ## LWH ## CF/CI ## 1091RACK, TOOL, WALL MOUNTEDFABRICATEDFABRICATED120"12 1/2"4"00 ## 1860WORKBENCH, SEVERE USE, SIX FEETFABRICATED---72"32"34"9152500 ## 1861WORKBENCH, SEVERE USE, EIGHT FEETFABRICATEDFABRICATED96"32"34"18002500 ## 1862WORKBENCH, SEVERE USE, TEN FEETFABRICATEDFABRICATED120"32"34"18002500 ## OF/OI EQUIPMENT SCHEDULE ## Q ID #DESCRIPTION ## 1215CHAIR, SHOP, ELECTRONIC, STATIC DISSIPATIVE ## 3540TANK, PARTS CLEANING, 15 GALLON ## 14541CABINETS, STEEL STOCK ## 17931STATION, WELDING, CROSS-DRAFT, EXISTING ## 18621WORKBENCH, SEVERE USE, WITH GRINDER AND VICE ## 19511CABINET, FLAMMABLE MATERIALS, BENCH TOP ## 21021PRESS, HYDRAULIC, 20 TON ## 21431PRESS, HYDRAULIC, BENCH MOUNTED, 10-TON ## 24651APPLICATOR/ROLLER, VINYL, SIGN, WITH WORK TABLE ## 24951REEL, ELECTRICAL ## 26101DRILL PRESS, VARIABLE SPEED, 20 INCH ## 26901SAW, MITER, BAND ## 26921SAW, BAND, 12" ## 26931SAW, BAND, VERTICAL ## 27021SAW, COMPOUND, MITER, SLIDING, 12 INCH ## 27022SAW, COMPOUND, MITER, SLIDING, 12 INCH ## 27201SAW, TABLE, MOBILE ## 27421WELDER, MIG, PORTABLE ## 28201MILL, VERTICAL, BENCH MOUNTED ## 28701GRINDER, BLADE, AUTOMATED ## 30852CABINET, ABRASIVE BLAST, WITH DUST COLLECTOR ## 34501REEL, VEHICLE EXHAUST, MOTOR OPERATED, INDIVIDUAL FAN, FOUR INCH HOSE ## 51101CRANE, JIB, FOUNDATION MOUNTED, 4-TON ## 53951HOIST, MOTORIZED TROLLEY, 4-TON ## 58401LIFT, COLUMN, PORTABLE, WIRELESS ## 77101REEL BANK, ONE COMMODITY ## 41 34 23.33 SPRAY PAINTING BOOTH EQUIPMENT SCHEDULE ## Q ID #DESCRIPTION ## BASIS OF DESIGNARCHITECTURAL & STRUCTURALMECHANICALELECTRICAL ## REMARKSMANUFACTURERMODEL ## OVERALL SIZE ## ESTIMATED ## WEIGHT (LBS) ## ESTIMATED ## STORAGE ## CAPACITY ## (LBS) ## EXHAUST ## HEAT ## REJECT ## (BTUH) ## VACPHHPACONNECTION TYPE ## DATA ## CONNECTION ## LWH ## FLOW ## (CFM) ## CF/CI ## 6080BOOTH, PAINT, BENCH, OPEN FACEGLOBAL FINISHING SOLUTIONSDFBCG-040403-NSB-SP52"64"94"7001600 6080ABOOTH, PAINT, BENCH, OPEN FACE - CONTROL PANELGLOBAL FINISHING SOLUTIONS9"24"36"46030.751.6DISCONNECT 6080BBOOTH, PAINT, BENCH, OPEN FACE - EXHAUST FANGLOBAL FINISHING SOLUTIONS14"19"20"160046030.751.6CONTROL PANEL 6080CBOOTH, PAINT, BENCH, OPEN FACE - LIGHT KITGLOBAL FINISHING SOLUTIONS40"24"1"2771CONTROL PANELNo ## 1 REFERENCE SHEET Q001 FOR ALL EQUIPMENT ## DESCRIPTIONS. ## 2 REFERENCE SHEET Q001 FOR ALL GENERAL EQUIPMENT ## NOTES ## 3 REFERENCE SHEET Q001 FOR ALL ABBREVIATIONS