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C2-1 SITE PLANI ply&r s . CONCRETE PEDE RIAN RAMP �P-SEE DETAIL CONCRETE PATIO TYP-SEE DETAIL I, 40' AVERAGE BUFFER AREA Control Concepts Parking Office - 11" floor —11,614 SF Total: 11,614 5F / 1000 = 11.61 X 4 = 46.46 (47 spaces) Manufacturing: 11" floor —161852 SF 2"d floor —14,497 5F Total. 31,34.9 SF (28 spaces based on actual number of employees per zoning req uireniell ts) Warehouse: V,1 floor — 9,782 5 F Total, 9,782 SF / 2000 = 4.85 (5 spaces) Sub total Required - $0 -Delinlated wetland by Terracon on April 30, 201& WL- -WL %*Y—X—X—X—X— CALL BEFORE YOU DIGI Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 WARNING: -N- 0 30 60 %7=m SCALE IN FEET NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS PROVIDED BY LOUCKS. REFER TO ALTA/NSPS LAND TITLE SURVEY DATED 05/08/18 FOR COMPLETE SURVEY INFORMATION. PAVEMENT TYPES a_a CONCRETE SIDEWALK a CONCRETE PAVEMENT LIGHT DUTY BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT NOTE: SEE PAVEMENT SECTIONS ON SHEET C8.3 FOR TYPE AND DEPTH INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SITE NOTES � CURRENT ZONING: PUD PROPOSED ZONING: PUD PROPERTY AREA: EXISTING IMPERVIOUS AREA: PROPOSED IMPERVIOUS AREA: CIVIL LEGEND Exww SANITARY MANHOLE STORM MANHOLE ® CATCH BASIN CULVERT HYDRANT GATEVALVE aw POST INDICATOR VALVE ' LIGHT POLE 0 POWER POLE SIGN � BENCHMARK SOIL BORINGS ® WATER MANHOLE ® TELEPHONE MANHOLE ® UTILITY MANHOLE m ELECTRIC MANHOLE JNf–� WATER SERVICE S SANITARY SERVICE HANDICAP PARKING got DIRECTION OF FLOW SPOT ELEVATION i�gZy_ i CONTOURS SANITARY SEWER » STORM SEWER WATERMAIN FN FORCEMAIN b>—DT— DRAINTILE SILT FENCE CURB & GUTTER RETAINING WALL F TREELINE EASEMENT LINE — • — SETBACK LINE X X FENCE LINE SEL— UNDERGROUND TELE .AS— UNDERGROUND GAS —OFI— OVERHEAD UTILITY FO— UNDERGROUND FIBER OPTIC ------ ELF UNDERGROUND ELECTRIC STV— UNDERGROUND CABLE TV PROPERTY LINE CONIFEROUS TREE DECIDUOUS TREE PARKING COUNTS Q BLUFF CREEK OVERLAY DISTRICT T a 1 — BLUFF CREEK OVERLAY DISTRICT C t t� & �> DT— !'1fWYW1P1 —X X- 227,850 SF / 5.23 AC 305 SF / 0.007 AC 109,336 SF / 2.51 AC DEVELOPMENT AND DESIGN STANDARDS YARD (BUILDING) SETBACKS: FRONT 30 FT MINIMUM SIDE 10 FT MINIMUM REAR 30 FT MINIMUM PARKING SETBACKS: FRONT 10 FT MINIMUM SIDE 10 FT MINIMUM REAR 10 FT MINIMUM OFF-STREET PARKING AND DESIGN STANDARD REQUIREMENTS MINIMUM PARKING LAYOUT DIMENSIONS (90 DEGREE PATTERN): PARKING SPACE WIDTH = 9 FT PARKING SPACE LENGTH = 18 FT DRIVE AISLE WIDTH = 26 FT OFF-STREET PARKING CALCULATIONS TOTAL PARKING REQUIRED = 80 STALLS TOTAL PARKING PROVIDED = 92 STALLS (INCLUDES ADA STALLS) ACCESSIBLE PARKING ACCESSIBLE PARKING STALLS REQUIRED = 4 STALLS PROPOSED ACCESSIBLE STALLS PROVIDED = 4 STALLS SITE DATA 1. ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL JURISDICTION REQUIREMENTS. 2. ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND LOCAL/STATE REQUIREMENTS. 3. ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5. TYPICAL FULL SIZED PARKING STALL IS 9'X 18' UNLESS OTHERWISE NOTED. 6. ALL CURB RADII SHALL BE 5.0' UNLESS OTHERWISE NOTED. 7. BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. 8. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. WETLAND BUFFER DATA 40' WETLAND BUFFER AREA = 10,645 SF 40' AVERAGE WETLAND BUFFER AREA = 10,650 SF SIGNAGE AND STRIPING NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS SHOWN ON THIS PLAN. 2. CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING AISLES WITH WHITE PAVEMENT MARKING PAINT, 4" IN WIDTH. 3. CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE PAINT. 4. ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE REQUIRED. 5. ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO DETAIL. 6. ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB. 7. ALL SIGNS TO BE PLACED 18" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. 8. FIRE LANE NO PARKING AREAS FOR ALL THE CURBING EXCEPT THOSE DIRECTLY ADJACENT TO PARKING SPACES SHALL BE PAINTED YELLOW WITH "NO PARKING FIRE LANE" SIGNS POSTED PER CITY FIRE CODE. s ung interiors architecture 7001 France Avenue S, Suite 200, Edina, Minnesota 55435 952-893-9020 Fax 952-893-9299 www.bdhyoung.com Project Information 8077 CENTURY BLVD CHANHASSEN, MN LoUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com LOUCKS PROJECT NO. 17516 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Trevor D. Gruys — PE Printed Name Signature 05/03/19 53706 Date Lic # Issue Record 06-15-18 CITY SUBMITTAL 06-19-18 LAT CURB / 07-12-18 TY -SEE DETAIL 07-27-18 3�TAPER TO 08-02-18 / FLAT CURB 08-03-18 MATCH �ISTING 05-03-19 CURB y GUTTER I..iL & BIYUMINOUS 0 PAVEMENT LL / MATCI Z / EXISTING ITUMINOU Date O J� PATI / LL �10 OUBLE SIDED / IRE LANE SIGNS O TYP-SEE DETAIL HEAVY DUTY BITUMINOUS v PAVEMENT / n.V TYP-SEE DETAIL PROTECT EXISTING /REES-TYP MATC/i EXISTING BITUMINOUS PATH � s s� MATC EXISTING CURB GUTTER & BI UMINOUS (PAVEMENT CONCRETE APRON TYPtEE DETAIL FLAP CURB *8' TYP-SEE DETAIL I BITUMtOUS :Q.......... ....................... PAVENT MATCH EXIfTING SE TION ------ 20' R ---- 80 _ I MATCH EXISTING CURB & GUTTER & BITUMINOUS •g PAVEMENT IMATCH EXISTING I BITUMINOUS PATH IPROTECT EXISTING TREES-TYP , CONCRETE PATIO TYP-SEE DETAIL I, 40' AVERAGE BUFFER AREA Control Concepts Parking Office - 11" floor —11,614 SF Total: 11,614 5F / 1000 = 11.61 X 4 = 46.46 (47 spaces) Manufacturing: 11" floor —161852 SF 2"d floor —14,497 5F Total. 31,34.9 SF (28 spaces based on actual number of employees per zoning req uireniell ts) Warehouse: V,1 floor — 9,782 5 F Total, 9,782 SF / 2000 = 4.85 (5 spaces) Sub total Required - $0 -Delinlated wetland by Terracon on April 30, 201& WL- -WL %*Y—X—X—X—X— CALL BEFORE YOU DIGI Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 WARNING: -N- 0 30 60 %7=m SCALE IN FEET NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS PROVIDED BY LOUCKS. REFER TO ALTA/NSPS LAND TITLE SURVEY DATED 05/08/18 FOR COMPLETE SURVEY INFORMATION. PAVEMENT TYPES a_a CONCRETE SIDEWALK a CONCRETE PAVEMENT LIGHT DUTY BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT NOTE: SEE PAVEMENT SECTIONS ON SHEET C8.3 FOR TYPE AND DEPTH INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SITE NOTES � CURRENT ZONING: PUD PROPOSED ZONING: PUD PROPERTY AREA: EXISTING IMPERVIOUS AREA: PROPOSED IMPERVIOUS AREA: CIVIL LEGEND Exww SANITARY MANHOLE STORM MANHOLE ® CATCH BASIN CULVERT HYDRANT GATEVALVE aw POST INDICATOR VALVE ' LIGHT POLE 0 POWER POLE SIGN � BENCHMARK SOIL BORINGS ® WATER MANHOLE ® TELEPHONE MANHOLE ® UTILITY MANHOLE m ELECTRIC MANHOLE JNf–� WATER SERVICE S SANITARY SERVICE HANDICAP PARKING got DIRECTION OF FLOW SPOT ELEVATION i�gZy_ i CONTOURS SANITARY SEWER » STORM SEWER WATERMAIN FN FORCEMAIN b>—DT— DRAINTILE SILT FENCE CURB & GUTTER RETAINING WALL F TREELINE EASEMENT LINE — • — SETBACK LINE X X FENCE LINE SEL— UNDERGROUND TELE .AS— UNDERGROUND GAS —OFI— OVERHEAD UTILITY FO— UNDERGROUND FIBER OPTIC ------ ELF UNDERGROUND ELECTRIC STV— UNDERGROUND CABLE TV PROPERTY LINE CONIFEROUS TREE DECIDUOUS TREE PARKING COUNTS Q BLUFF CREEK OVERLAY DISTRICT T a 1 — BLUFF CREEK OVERLAY DISTRICT C t t� & �> DT— !'1fWYW1P1 —X X- 227,850 SF / 5.23 AC 305 SF / 0.007 AC 109,336 SF / 2.51 AC DEVELOPMENT AND DESIGN STANDARDS YARD (BUILDING) SETBACKS: FRONT 30 FT MINIMUM SIDE 10 FT MINIMUM REAR 30 FT MINIMUM PARKING SETBACKS: FRONT 10 FT MINIMUM SIDE 10 FT MINIMUM REAR 10 FT MINIMUM OFF-STREET PARKING AND DESIGN STANDARD REQUIREMENTS MINIMUM PARKING LAYOUT DIMENSIONS (90 DEGREE PATTERN): PARKING SPACE WIDTH = 9 FT PARKING SPACE LENGTH = 18 FT DRIVE AISLE WIDTH = 26 FT OFF-STREET PARKING CALCULATIONS TOTAL PARKING REQUIRED = 80 STALLS TOTAL PARKING PROVIDED = 92 STALLS (INCLUDES ADA STALLS) ACCESSIBLE PARKING ACCESSIBLE PARKING STALLS REQUIRED = 4 STALLS PROPOSED ACCESSIBLE STALLS PROVIDED = 4 STALLS SITE DATA 1. ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL JURISDICTION REQUIREMENTS. 2. ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND LOCAL/STATE REQUIREMENTS. 3. ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5. TYPICAL FULL SIZED PARKING STALL IS 9'X 18' UNLESS OTHERWISE NOTED. 6. ALL CURB RADII SHALL BE 5.0' UNLESS OTHERWISE NOTED. 7. BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. 8. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. WETLAND BUFFER DATA 40' WETLAND BUFFER AREA = 10,645 SF 40' AVERAGE WETLAND BUFFER AREA = 10,650 SF SIGNAGE AND STRIPING NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS SHOWN ON THIS PLAN. 2. CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING AISLES WITH WHITE PAVEMENT MARKING PAINT, 4" IN WIDTH. 3. CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE PAINT. 4. ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE REQUIRED. 5. ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO DETAIL. 6. ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB. 7. ALL SIGNS TO BE PLACED 18" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. 8. FIRE LANE NO PARKING AREAS FOR ALL THE CURBING EXCEPT THOSE DIRECTLY ADJACENT TO PARKING SPACES SHALL BE PAINTED YELLOW WITH "NO PARKING FIRE LANE" SIGNS POSTED PER CITY FIRE CODE. s ung interiors architecture 7001 France Avenue S, Suite 200, Edina, Minnesota 55435 952-893-9020 Fax 952-893-9299 www.bdhyoung.com Project Information 8077 CENTURY BLVD CHANHASSEN, MN LoUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com LOUCKS PROJECT NO. 17516 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Trevor D. Gruys — PE Printed Name Signature 05/03/19 53706 Date Lic # Issue Record 06-15-18 CITY SUBMITTAL 06-19-18 WATERSHED SUBMITTAL 07-12-18 WATERSHED RESUBMITTAL 07-27-18 WATERSHED RESUBMITTAL 08-02-18 CITY RESUBMITTAL 08-03-18 GMP PRICING SET 05-03-19 CITY SUBMITTAL J Z Sheet Title 0 SITE PLAN Z 0 I..iL Sheet Information 0 LL Z Date O LL 2019-05-03 C2.1 ©TOOp BDII ! Yoanp Spore Daegn