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1 1 1 1 EXISTING SIGN 3' TAPER AT \ END CURB AT EXISTING SIDEWALK a �Vc) . y V / e; / Q \ e ~ i' T ~ k m rJ C# T. J ' 3' TAPER TO _ END CURB AT EXISTING SIDEWALK s' 10' BUILDING & iy ` PARKING SETBACK EXISTING SIGN n (14 In N N 0 N 10 01 0 0 5= LIGHT DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL I Irl—IT PnI F_TVP_ O' BUILDING SETBACK HEAVY DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL B612 CURB & GUTTER TYP-SEE DETAIL Liun I rvLo- I r r T \ \ SEE PHOTOMETRICS PLAN B I T U M I N O U S LIGHT DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL CONCRETE STOOP SEE ARCHITECTURAL & STRUCTURAL PLANS ADA NO PARKING ACCESS AISLE SIGN TYP-SEE DETAIL PAVEMENT TYPES CONCRETE SIDEWALK a CONCRETE PAVEMENT LIGHT DUTY BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT NOTE: SEE PAVEMENT SECTIONS ON SHEET C8-1 OR C8-2 FOR TYPE AND DEPTH INFORMATION. A TEMPORARY CONSTRUCTION AGREEMENT/APPROVAL SHALL BE OBTAINED FROM ADJACENT OWNER FOR WORK ON ADJACENT OWNERS PROPERTY COORDINATE ALL CONSTRUCTION ON ADJACENT OWNERS PROPERTY WITH Al I PARTIFS INVC)I VFF) CONCRETE SIDEWALK TYP-SEE DETAIL CONCRETE STOOP SEE ARCHITECTURAL 1 1 1 1 1 1r CIVIL LEGEND DOSTING PROPOSED U SANITARY MANHOLE • OSTORM MANHOLE O ®® CATCH BASIN 00 CULVERT HYDRANT �Q GATEVALVE N dR. POST INDICATOR VALVE @Ply 0 LIGHT POLE 0 POWER POLE v SIGN #3 BENCHMARK SOIL BORINGS_ 6y, WATER MANHOLE !� TELEPHONE MANHOLE UTILITY MANHOLE ® ELECTRIC MANHOLE —WWATER SERVICE —S SANITARY SERVICE HANDICAP PARKING L DIRECTION OF FLOW M or SPOT ELEVATION CONTOURS SANITARY SEWER >> STORM SEWER WATERMAIN FM FORCEMAIN rM —i> DT— DRAINTILE » DT— SILT FENCE CURB & GUTTER RETAINING WALL TREELINE — — — — — EASEMENT LINE — — — — — SETBACK LINE — — — — X X— FENCE LINE —X X— TEL— UNDERGROUND TELE -----GAS-- UNDERGROUND GAS OH— OVERHEAD UTILITY 170— UNDERGROUND FIBER OPTIC ELF UNDERGROUND ELECTRIC ATV UNDERGROUND CABLE TV PROPERTY LINE CONIFEROUS TREE DECIDUOUS TREE PARKING COUNTS EGG LAKE OHW ELEV=926.66 WATER ELEVATION = 925 9 FEET DATED 07/16/21 12"AS U WETLAND DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES ON JULY 29, 2021 Egg Lake �2y ' OHW = 926 5 FEET (NGVD29) 1 1 - ZONE A- 0 20 40 N SCALE IN FEET NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY LOUCKS, DATED AUGUST 13, 2021. SITE DATA CURRENT ZONING: C-1 CENTRAL BUSINESS DISTRICT PROPOSED ZONING: C-1 CENTRAL BUSINESS DISTRICT PROPERTY AREA: 0.85 AC EXISTING IMPERVIOUS AREA: 0.26 AC (30.6%) PROPOSED IMPERVIOUS AREA: 0.43 AC (50.6%) DEVELOPMENT AND DESIGN STANDARDS BUILDING SETBACKS: FRONT 10 FT MINIMUM SIDE 0 FT MINIMUM REAR 100 FT MINIMUM FROM EGG LAKE OHW PARKING SETBACKS: FRONT 10 FT MINIMUM SIDE 5 FT MINIMUM REAR 100 FT MINIMUM FROM EGG LAKE OHW OFF—STREET PARKING AND DESIGN STANDARD REQUIREMENTS MINIMUM PARKING LAYOUT DIMENSIONS (90 DEGREE PATTERN): PARKING SPACE WIDTH = 8.5 FT PARKING SPACE LENGTH = 18 FT MANEUVERING LANE WIDTH = 24 FT OFF-STREET PARKING CALCULATIONS EXISTING BUILDING = 1,957 SF PROPOSED ADDITION = 4,360 SF TOTAL BUILDING AREA = 6,317 SF TOTAL PARKING REQUIRED = 32 STALLS (1 STALL PER 200 SF BUILDING AREA) TOTAL PARKING PROVIDED = 32 STALLS ACCESSIBLE PARKING PROPOSED ACCESSIBLE PARKING PROVIDED: 2 STALLS REQUIRED ACCESSIBLE PARKING: 2 STALLS" :. LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com "REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 25 TO 50 CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely STALLS with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion SITE NOTES of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for 1. ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL made at the full risk of that party making such revisions, additions or SHEET(S) AND STATE/LOCAL JURISDICTION REQUIREMENTS. Consultant from anyhat &a all responsibilities, hold harmless clams, indemnify the 1 Q Consultant from any &all responsibilities, claims, and liabilities. 2. ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER S U BM ITTAUREVIS• CURRENT ADA STANDARDS AND LOCAL/STATE REQUIREMENTS. ALL 08/13/21 CITY SUBMITTAL ACCESSIBLE ROUTES SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT 09/03/21 CITY SUBMITTAL EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%. 09/16/21 CITY SUBMITTAL 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 8.5' X 18' UNLESS OTHERWISE NOTED. 6. ALL CURB RADII SHALL BE 3.0' UNLESS OTHERWISE NOTED. 7. BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. 8. SEE PHOTOMETRICS PLAN FOR SITE LIGHTING. 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. CALL BEFORE YOU DIG! % Gopher State One Call TWIN CITY AREA: 651-454-0002 'N TOLL FREE: 1-800-252-1166 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. I hereby certify that this plan,Q.En i n or report was prepared by me o r y vision an that I am a duly Li d Mess �f1iy�the lawsoftheStatt c0 STR NTrevor D Gruys - PE License No. 53706 Date Loucks Project No. 20499 Project Lead TDG Drawn By TDG/MDC Checked By TDG Review Date 09/16/2021 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS 1-1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS P1-1 PHOTOMETRICS PLAN