FUTURE PARKING (5) LEGEND PROPERTY LIMIT CURB & GUTTER EASEMENT BUILDING RETAINING WALL WETLAND LIMITS TREELINE SAWCUT LINE SIGN PIPE BOLLARD NUMBER OF PARKING STALLS PER ROW PROPOSED EXISTING STANDARD DUTY ASPHALT PAVING HEAVY DUTY ASPHALT PAVING CONCRETE PAVING NO SCALE 15:1 TAPER 10 FT TRAIL EASEMENT PROPOSED LOT SPLIT FUTURE PARKING (15) WELL TO BE USED FOR IRRIGATION LOT 1 LIQUOR STORE 13,362 SF FFE=917.60 TYP. DEVELOPMENT SUMMARY PARKING ANALYSIS CITY CODE REQUIRED = (1/200 SF) BILLS - 8,087 = G-WILL - 13,362 = TOTAL REQUIRED PROVIDED BILLS = G-WILL = TOTAL PROVIDED FUTURE PARKING = TOTAL = BUILDING SETBACKS FRONT YARD REAR YARD SIDE YARD PARKING SETBACKS FRONT YARD REAR YARD SIDE YARD (INTERIOR) SIDE YARD (STREET) ZONING EXISTING ZONING PROPOSED ZONING GREEN SPACE TOTAL AREA PERCENT GREEN SPACE REQUIRED PERCENT GREEN SPACE DEVELOPMENT NOTES 40 STALLS 67 STALLS 107 STALLS 33 STALLS 53 STALLS 86 STALLS 23 STALLS 109 STALLS 40 FEET FROM R.O.W. 30 FEET 10 FEET 15 FEET 10 FEET 10 FEET 15 FEET GB - GENERAL BUSINESS DISTRICT GB - GENERAL BUSINESS DISTRICT 59,645 SF 189,225 SF 25% 32% Client RADEMACHER COMPANIES Project BILL'S SUPERETTE Location LINO LAKES, MN FUTURE PARKING (3) WELL TO BE ABANDONED AND SEALED BY A LICENSED WELL DRILLER A. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. B. ALL DIMENSIONS SHOWN ARE TO THE BACK OF CURB TO BACK OF CURB UNLESS OTHERWISE NOTED. BACK OF CURB IS SHOWN GRAPHICALLY ONLY. 10 FT TRAIL EASEMENT R PROPANE 15 FT PARKING SETBACK TYP. GAS PUMP CANOPY 3" EPOXY SKIP LINE LOT 2 R TYP. REMOVE EXISTING CURB & GUTTER GAS STATION 8,087 SF FFE=915.90 REMOVE EXISTING STRIPE C. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. D. ALL PARKING STALLS TO BE 10' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. E. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. F. SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS G. SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF LIGHT POLE. H. REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS. I. ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE ARE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS ISLE SHALL BE 2.08% (1:48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. J. STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. K. DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITY EASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES AND UP TO THE HIGH WATER LEVEL OF ALL PONDS KEY NOTES A. BUILDING, STOOPS, STAIRS (SEE ARCHITECTURAL PLAN FOR DETAILS) B. B-612 CONCRETE CURB AND GUTTER (SEE DETAIL C9.02) C. INTEGRAL SIDEWALK (SEE DETAIL C9.02) D. HANDICAP SIGN W/ CONCRETE PIPE BOLLARD (SEE DETAIL C9.02) E. MONUMENT SIGN (SEE ARCHITECTURAL PLAN FOR DETAILS) F. TRASH ENCLOSURE (SEE ARCHITECTURAL PLAN FOR DETAILS) G. TRASH COMPACTOR (SEE ARCHITECTURAL PLAN FOR DETAILS) H. LOADING DOCK (SEE ARCHITECTURAL PLAN FOR DETAILS) I. PEDESTRIAN CURB RAMP (SEE DETAIL C9.01) N. EQUIPMENT PAD (SEE ARCHITECTURAL PLAN FOR DETAILS) O. CONCRETE PIPE BOLLARD (SEE ARCHITECTURAL PLAN FOR LOCATION) P. 10' WIDE PAVED TRAIL Q. TRANSFORMER PAD R. RIBBON CURB S. 6' WIDE VALLEY GUTTER T. CONCRETE TRENCH BOX (SEE DETAIL C9.02) U. EXISTING WELL, CONTRACTOR TO PROTECT STRUCTURE DURING CONSTRUCTION. FIELD VERIFY LOCATION V. TRANSITION FROM B612 CURB TO RIBBON CURB OVER 2' Certification 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. Michael C. Brandt Registration No. 42661 Summary Designed: Approved: Phase: MCB Revision History No.Date By Submittal / Revision Sheet Title Date: Drawn: JTA Book / Page: Initial Issue: 04/25/2013 If applicable, contact us for a wet signed copy of this plan which is available upon request at MFRA, Inc., Plymouth, MN office. MCB 727/55 PRELIM 09/07/2012 C 10.25.12 KIT CITY LANDSCAPE COMMENTS D 11.07.12 JTA CLIENT COMMENTS E 11.29.12 JTA WATERSHED COMMENTS F 12.18.12 JTA CLIENT COMMENTS G 02.07.13 JTA CITY SUBMITTAL H 03.04.13 JTA OWNER COMMENTS I 03.14.03 JTA OWNER/COUNTY COMMENTS J 03.19.13 JTA OWNER COMMENTS K 03.28.13 JN CITY COMMENTS L 04.24.13 JTA CITY COMMENTS M 04.25.13 JTA CITY COMMENTS N 05.16.13 KIT OWNER COMMENTS O 05.29.13 KIT OWNER COMMENTS P 06.03.13 KIT OWNER COMMENTS Q 06.05.13 JTA OWNER COMMENTS R 06.24.13 KIT OWNER COMMENTS SITE PLAN J. 6' CURB CUT / RAIN GUARDIAN (SEE DETAIL C9.02) K. FUEL PUMP ISLANDS (SEE ARCHITECTURAL PLAN FOR DETAILS) 3" EPOXY SKIP LINE REMOVE EXISTING CURB & GUTTER REMOVE EXISTING STRIPE REMOVE EXISTING CURB & GUTTER 15:1 TAPER L. PROPANE STORAGE/VACUUM AREA (SEE SHEE C9.02 FOR LAYOUT, SEE ARCH. PLANS FOR DETAILS) M. UNDERGROUND FUEL STORAGE TANKS (SEE ARCHITECTURAL PLAN FOR DETAILS) 0 40 80 Sheet No. Revision C3.01 R SCALE IN FEET Project No. FEN19355 Jul 09, 2013-4:07pm - User:117 L:\PROJECTS\FEN19355\dwg\Civil\19355-C301-SITE.dwg