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WL F k I <br />WL WL <br />k4 W1 _ _1AAQ-nni _ _ 7MH-001 <br />FUTURE BITUMINOUS <br />IjOWN7/1 <br />ACCESSIBLE PARKING STALL (SEE DETAIL 239) <br />' <br />FUTURE <br />�./ <br />17 11 SIF <br />IMPERVIOUS/PERVIOUS AREA <br />/ 1 <br />BOLLARD <br />ROOF <br />14 <br />rz <br />FLOOD ZONE CLASSIFCATION <br />Niz <br />CONCRETE CURB AND GUTTER (SEE DETAIL 210) <br />10 <br />E <br />156.0 <br />5 <br />-32.0- I I <br />® � 3 El F .. <br />- 116.5 2 <br />/ © 10.0 <br />.d <br />MANUFACTURING <br />FACILITYEl <br />77773 <br />240'X 570' <br />- 1 18.9 136,000 SIF <br />• 2 <br />3 111.4 <br />1-1 <br />�9 <br />,9 <br />B <br />© 0.0 <br />32 <br />C <br />266.5 _ <br />O <br />® ® Z <br />J <br />m <br />eA Q <br />2 <br />9 Z <br />.�% 5 W <br />32.0 <br />10.0 <br />PROPERTY LINE 10.0 <br />N <br />60 120 <br />SCALE IN FEET <br />CIVIL SITE LEGEND: <br />f� <br />ACCESSIBLE PARKING STALL (SEE DETAIL 239) <br />30.44 AC (1,325,956 SF) <br />�./ <br />SIGN <br />IMPERVIOUS/PERVIOUS AREA <br />o <br />BOLLARD <br />CENTRAL BUSINESS <br />14 <br />PARKING STALL COUNT <br />FLOOD ZONE CLASSIFCATION <br />X <br />CONCRETE CURB AND GUTTER (SEE DETAIL 210) <br />uJ <br />_O <br />V' fV i= <br />TIP -OUT CURB AND GUTTER <br />m = <br />' <br />cn QmN <br />RETAINING WALL (SEE DETAIL 280) <br />p CD Ln <br />U k.0 1O <br />ACCESSIBLE ROUTE <br />r <br />Z w <br />O = <br />PEDESTRIAN CROSSING PAVEMENT MARKING (SEE <br />DETAIL 238) <br />v <br />TRAFFIC ARROW PAVEMENT MARKING (SEE DETAIL <br />252) <br />U" Q = <br />BITUMINOUS PAVEMENT (SEE DETAIL 200) <br />V)0<L V <br />N L, Q w '(\ <br />Q c, ~ N <br />w <br />HEAVY DUTY BITUMINOUS PAVEMENT (SEE DETAIL <br />202) <br />om z <br />NLu <br />ce <br />~ Q Z <br />O <br />CONCRETE (SIDEWALK OR PAVEMENT) (SEE DETAIL <br />204) <br />a <br />a ° a <br />SOIL BORING <br />100-HWL <br />100 -YEAR HIGH WATER LEVEL <br />C) <br />www <br />W9�UQ <br />O o J <br />NWL <br />NORMAL WATER LEVEL <br />Uj <br />FENCE (SEE DETAIL 290) <br />0 0 o <br />SITE DATA <br />SITE/PARCEL SIZE <br />30.44 AC (1,325,956 SF) <br />BUILDING AREA <br />198,500 SF (15% COVERAGE) <br />IMPERVIOUS/PERVIOUS AREA <br />13.83 AC/17.42 AC <br />LAND USE CLASSIFICATION <br />CENTRAL BUSINESS <br />CURRENT ZONING <br />C-1 <br />FLOOD ZONE CLASSIFCATION <br />X <br />KEY NOTES <br />❑1 HEAVY DUTY BITUMINOUS PAVEMENT (SEE DETAIL 202) <br />❑2 BITUMINOUS PAVEMENT (SEE DETAIL 200) <br />❑3 CONCRETE SIDEWALK (SEE DETAIL 204) <br />E4 B612 CONCRETE CURB AND GUTTER (SEE DETAIL 210) <br />❑5 ENTRANCE APRON (SEE DETAIL 222) <br />© ACCESSIBLE STALL SIGN (SEE DETAIL 241) <br />❑7 STOP SIGN (SEE DETAIL 243) <br />® CONCRETE BOLLARD (SEE DETAIL 247) <br />�g MONUMENT SIGN. SEE ARCHITECTURAL <br />10 PROPOSED BUILDING. SEE ARCHITECTURAL FOR EXACT LOCATIONS AND <br />DIMENSIONS OF VESTIBULES, DOORS, RAMPS, TRUCK DOCKS AND PRECISE <br />BUILDING DIMENSIONS. SEE ARCHITECTURAL AND STRUCTURAL FOR <br />STOOPS. <br />GENERAL NOTES: <br />1. CIVIL PLANS SHOW MAXIMUM IMPERVIOUS COVERAGE TO ALLOW DESIGNING <br />STORMWATER MANAGEMENT FOR WORST CASE SCENARIO. SEE <br />ARCHITECTURAL FOR PHASING AND FUTURE BUILDING SIZES AND USES. <br />2. SEE CITY OF HUGO GENERAL SPECIFICATIONS AND STANDARD DETAIL <br />PLATES FOR STREET AND UTILITY CONSTRUCTION FOR ALL PROJECT <br />CONSTRUCTION. <br />3. ALL BUILDINGS MUST MEET CITY CODE SECTION 90-272 COMMERCIAL AND <br />INDUSTRIAL CONSTRUCTION STANDARDS AND THE COMMERCIAL AND <br />INDUSTRIAL DESIGN GUIDELINES. <br />PARKING DATA <br />BUILDING TYPE <br />REQUIRED NO. OF STALLS <br />COMPACT/STANDARD/ADA/(TOTAL) <br />EXISTING NO. OF STALLS, <br />COMPACT/STANDARD/ADA/(TOTAL) <br />PROPOSED NO. OF STALLS, <br />COMPACT/STANDARD/ADA/(TOTAL) <br />VARIES <br />SEE ARCHITECTURAL <br />10/0/0/0 <br />SEE ARCHITECTURAL <br />PARKING STALL SIZE REQUIREMENTS: 9' x 18', 24' DRIVE AISLE <br />GENERAL GEOMETRIC AND PAVING NOTES: <br />1. SITE DIMENSIONS SHOWN ON THIS PLAN SHALL BE USED FOR ALL LAYOUT <br />WORK. CHECK ALL PLAN AND DETAIL DIMENSIONS. BUILDING AND SITE <br />IMPROVEMENTS SHALL BE LAID OUT ON SITE BY A REGISTERED LAND SURVEYOR, <br />OR A LICENSED ENGINEER. <br />2. REFER TO ARCHITECTURAL PLANS FOR BUILDING LAYOUT, EXACT LOCATION AND <br />DIMENSIONS OF STOOPS/EXITS, RAMPS AND TRUCK DOCKS AND PRECISE <br />BUILDING DIMENSIONS. <br />3. REFER TO SITE DEMOLITION PLAN FOR LIMITS OF PAVEMENT REMOVAL, IF <br />APPLICABLE. <br />4. ALL PAVING DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS NOTED <br />OTHERWISE. THE FLOW LINE OF CURB IS ASSUMED TO BE 8 INCHES FROM THE <br />BACK OF CURB. <br />5. MEET REQUIREMENTS OF LOCAL GOVERNING AUTHORITY FOR WORK WITHIN THE <br />PUBLIC RIGHT OF WAY, INCLUDING TEMPORARY TRAFFIC CONTROL. A TRAFFIC <br />CONTROL PLAN SHALL BE PROVIDED AND APPROVED BY THE CITY PRIOR TO <br />BEGINNING WORK IN THE RIGHT OF WAY. <br />6. ALL SIDEWALKS SHALL HAVE POSITIVE SLOPE AWAY FROM THE BUILDING. THE <br />MAXIMUM CROSS SLOPE SHALL BE 2.0% AND THE MAXIMUM LONGITUDINAL <br />SLOPE SHALL BE 5.0% UNLESS OTHERWISE SHOWN ON THE DRAWINGS. <br />7. NO SLOPE IN ANY DIRECTION SHALL EXCEED 2% IN ACCESSIBLE PARKING AND <br />LOADING AREAS. <br />8. MATCH NEW AND EXISTING PAVEMENT SURFACES, SIDEWALKS AND CURBS AT <br />SAWCUT LINES, ALLOWING NO PONDING OF WATER AT JOINTS. PROVIDE SMOOTH <br />GRADE TRANSITION ACROSS NEW AND EXISTING JOINTS. <br />9. ALLOW MINIMUM OF SEVEN DAYS CURE FOR CURB AND GUTTER PRIOR TO <br />PAVING. <br />10. ALLOW MINIMUM OF 24 HOUR COOLING PRIOR TO ALLOWING TRAFFIC ON <br />BITUMINOUS PAVING. <br />11. PROVIDE 4' TRANSITION OF B618 CURB AND GUTTER EITHER SIDE OF <br />RECTANGULAR CATCH BASINS TO MATCH WIDTH OF CASTING. <br />Know what's below. <br />0111 before you dig. <br />SIGNAGE AND MARKING NOTES: <br />1. ALL SIGNS SHALL BE IN ACCORDANCE WITH THE MN MUTCD, CURRENT <br />VERSION. <br />2. SEE REGULATORY SIGN DETAIL FOR SIGN AND POST DETAILS AND SIGN <br />DESIGNATION AND SIZE INFORMATION. <br />3. ACCESSIBLE PARKING SIGNS SHALL BE PER MINNESOTA MUTCD SIGN <br />R7 -8M, VAN ACCESSIBLE PARKING SIGNS PER R7 -813P WHERE INDICATED <br />AS "VAN". SEE ACCESSIBLE SIGN AND POST DETAIL. <br />4. PROVIDE 4" WIDE SOLID WHITE STRIPING IN PARKING AREAS, UNLESS <br />NOTED OTHERWISE. <br />5. PROVIDE PAVEMENT MARKINGS AND PAINT SYMBOLS AT ACCESSIBLE <br />PARKING SPACES PER MN MUTCD, ADA AND LOCAL CODE. <br />r <br />STATE LAW: 48 HOURS BEFORE EXCAVATING OR <br />DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION <br />OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES <br />UTILITY OWNED LINES BUT NOT PRIVATE LINES. <br />THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN <br />IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN <br />INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL <br />UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED <br />BEFORE COMMENCING WORK. <br />0 <br />a=NE <br />• cD o <br />U <br />W <br />(n = L LTJ <br />N Z <br />Ztxo <br />•=; 0 <br />LU <br />U oC <br />uJ <br />_O <br />V' fV i= <br />},Q M LTJ <br />_ a- <br />m = <br />' <br />cn QmN <br />p CD Ln <br />U k.0 1O <br />m <br />r <br />Z w <br />O = <br />'o <br />Qw r - <br />UZ w <br />0 <br />v <br />L = Q Z <br />U" Q = <br />V)0<L V <br />N L, Q w '(\ <br />Q c, ~ N <br />w <br />m <br />cL <br />om z <br />NLu <br />ce <br />~ Q Z <br />O <br />w <br />Q w 0 <br />r _w <br />Lu > <br />w <br />Lu � <br />CL O <br />Lu <br />C) <br />www <br />W9�UQ <br />O o J <br />W Q <br />� z <br />Uj <br />Q <br />r <br />m <br />LU <br />z <br />O <br />IL <br />U <br />V) <br />w <br />D <br />Lu <br />LIJ <br />Q <br />0 <br />r <br />Z � <br />'0 w_ Q <br />r <br />Z ~ <br />Q w Q <br />pLU <br />Z <br />a <br />cn r^ �z O <br />r <br />^/ 1� '^ <br />LLJ <br />I�LJ = <br />W LU Q <br />V% <br />j w w <br />C) <br />� Q <br />U = m <br />U <br />cn <br />JOB No: 171316 <br />DATE: 04/10/2018 <br />DRAWN BY: Cio <br />DESIGNED BY: ECR <br />SHEET: <br />