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\1 I <br />I V <br />932.27 <br />C BTC <br />V <br />I <br />V <br />I <br />166 <br />� � V <br />V <br />0 <br />V - O <br />/ 0 <br />MATCH & X. BIT, <br />CURB <br />GUTTER <br />' _ SURMOUNTABLE <br />RE OVE XISTING CURB ' CONCRETE CURB <br />G TTE AS NECESSARY &GUTTER, TYP <br />TO CO TRUCT ACCE S, J F TU E/PROOF OF PARKIN <br />INS LL COMMERAL <br />DRI WAY PER DRAIL <br />HU-STR-8 <br />�- <br />0 <br />_ o <br />LIGHT DUTY <br />0 125. ' T' ' 7 _ BITUMINOUS o <br />ti 0 4.72 ' <br />FUTURE PROOF OF P7ARKLL_ 7NG 1 N <br />_ � � 1116 <br />0 <br />i <br />N Q� <br />NOTES: <br />1. BOUNDARY AND EXISTING CONDITION INFORMATION PER CERTIFICATE OF SURVEY PREPARED BY E. G. RUD AND <br />SONS AND CITY RECORD PLANS. <br />2. ALL EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR. <br />3. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND LOCATIONS OF EXITS, RAMPS, CONCRETE <br />APRONS AND STOOPS. <br />4. BUILDINGS ARE ALIGNED PARALLEL OR PERPENDICULAR TO THE NORTH PROPERTY LINE UNLESS OTHERWISE NOTED <br />ON THE PLAN. <br />5. ALL PARKING LOT STRIPING SHALL BE 4" WIDE LINES, STRIPED USING HIGH VISIBILITY TRAFFIC AND HIGHWAY <br />APPROVED WHITE PAINT. PROVIDE APPROPRIATE STRIPING AND PAVEMENT MARKINGS FOR ALL HANDICAP PARKING <br />AND ACCESS AISLES. <br />6. GUTTER SHALL BE CONSTRUCTED TO TIP OUT WHERE INDICATED ON PLAN. <br />7. DIMENSIONS TAKE PRECEDENCE OVER SCALE. ALL DIMENSIONS ARE TO BACK OF CURB, EDGE OF SIDEWALK OR <br />EXTERIOR BUILDING UNLESS OTHERWISE NOTED. <br />8. UNLESS OTHERWISE INDICATED ON THE PLAN, CONTRACTOR SHALL PROVIDE CONTROL JOINTS, CONSTRUCTION <br />JOINTS, AND EXPANSION JOINTS IN SLAB ON GRADE, SIDEWALKS AND CONCRETE DRIVES. CONTROL JOINT <br />MAXIMUM SPACING: WALKS - 8' O.C., ALL OTHERS - 10' O.C. SAW CUT CONTROL JOINTS MINIMUM <br />ONE-QUARTER CONCRETE THICKNESS. EXPANSION JOINT MAXIMUM SPACING: WALKS - 24' O.C., ALL <br />OTHERS - 40' O.C. DOWEL ALL EXPANSION JOINTS - MAXIMUM 24" O.C. <br />9. PEDESTRIAN RAMPS SHALL BE INSTALLED AT ALL LOCATIONS WHERE SIDEWALK MEETS CURB. <br />10. WHEN DOING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE CONTRACTOR SHALL COORDINATE THE REMOVAL <br />LIMITS WITH THE CITY. <br />11. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL PEDESTRIAN RAMPS MEET ADA AND MNDOT <br />GUIDELINES FOR ACCESSIBILITY. <br />12. CONTRACTOR SHALL VERIFY CONDUIT REQUIREMENTS FOR POWER AND IRRIGATION. <br />13. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE FIRE MARSHAL THE LOCATION OF FIRE LANE <br />SIGNAGE AND CURB MARKINGS (IF NEEDED). <br />14. CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING IMPROVEMENTS THAT <br />INTERFERE WITH NEW WORK AS SHOWN. <br />15. ALL NEW UTILITIES SHALL BE UNDERGROUND. COORDINATE LOCATIONS WITH UTILITY PROVIDERS. <br />16. SIDEWALKS SHALL BE CONSTRUCTED WITH A MAXIMUM CROSS SLOPE OF 2%. ANY SIDEWALK EXCEEDING 2% <br />CROSS SLOPE MUST BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE. <br />GENERAL NOTES: <br />1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THAT ALL PERMITS AND APPROVALS HAVE <br />BEEN OBTAINED. NO CONSTRUCTION SHALL BEGIN UNTIL THE CONTRACTOR HAS REVIEWED ALL PLANS AND <br />OTHER DOCUMENTS APPROVED BY THE PERMITTING AUTHORITIES. <br />2. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS <br />AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. THE SOILS REPORT AND RECOMMENDATION SET FORTH <br />THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE <br />PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE <br />ENGINEER OF ANY DISCREPANCY BETWEEN THE SOILS REPORT AND PLANS. <br />Ljj ' _ TRANSITION FROM MNDOT DESIGN V <br />-_Y CONCRETE CURB TO SURMOUNTABLE <br />PAINTED HANDICAP SYMBOL (TYP) <br />'9' WIDE H.C. ACCESS <br />--- o AISLE (TYP) MNDOT DESIGN V <br />10' WIDE CONCRETE CONCRETE CURB <br />SIDEWALK 4' WIDE CONCRETE <br />-_ ADA PARKING SIGN, SIDWALK <br />TYP (SEE DETAIL) TRANSITION FROM MNDOT DESIGN V <br />R-- <br />Po <br />CONCRETE CURB TO SURMOUNTABLE <br />MATCH EX. BIT, LL_ <br />OSD <br />CURB & ' B�L"IN <br />' GUTTER � <br />FFE=935.5 <br />o <br />\/ 66 _ <br />30.22 g <br />I � <br />BTC <br />1 _ _ 20.0' <br />4" WIDE PAINT <br />STRIPE, TYP <br />SURMOUNTABLE <br />1 I' CONCRETE CURB <br />��-- &GUTTER, TYP <br />FUTURE PROOF OF �ARKING / <br />1 <br />J 16. 0 <br />o, <br />10 BITUMINOUS ACC S <br />CONCRETE SLAB <br />0 <br />155 <br />v, <br />SURMOUNTABLE <br />CONCRETE <br />CURB AND <br />GUTTER (TYP) <br />30.47- o \ <br />' REMOVE EXIS ING _ \ \ \ <br />CURB HEAVY DUTY \ \ \ a <br />& GUTTER AS NECESSARY <br />TO CONSTRUCT ACCESS, <br />INSTALL COMMERCIAL <br />DRIVEWAY PER DETAIL <br />HU-STR-8A <br />SURMOUNTABLE <br />CONCRETE CURB <br />AND GUTTER <br />(TYP) <br />GOVERNING SPECIFICATIONS: <br />1. THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD <br />SPECIFICATIONS FOR CONSTRUCTION" LATEST EDITION & SUPPLEMENTS. <br />2. CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD UTILITIES <br />SPECIFICATIONS. (LATEST EDITION) <br />3. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCE WILL <br />BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. <br />4. CITY OF HUGO STANDARD SPECIFICATIONS & DETAILS. <br />BITUMINOUS \ \ <br />_ <br />80 <br />7 <br />0 <br />0 .72������_ <br />x033.94 <br />BIU�,r\ Z_ <br />1 <br />x933.3 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />LOT DATA <br />� <br />EXISTING ZONING GENERAL INDUSTRIAL (13) <br />REQUIRED <br />PROPOSED <br />LOT SIZE 15,000 SF <br />205,026 SF <br />LOTWIDTH 100' <br />254' <br />LOT DEPTH 150' <br />807' <br />SETBACK- BUILDING <br />�Q <br />FRONT 30' <br />125' <br />SIDE * BLDG HEIGHT <br />35' <br />REAR 30' <br />400' <br />SETBACK- PARKING 6' <br />6' <br />* REQUIRED SIDE SETBACK - GREATER <br />OF BUILDING HEIGHTOR 10' <br />ALLOWED PROPOSED <br />IMPERVIOUS SURFACE AREA (1) <br />164,020 SF 81,700 SF <br />BUILDING COVERAGE (2) <br />61,508 SF 35,840 SF <br />1- 809/o OF LOT AREA <br />2 - 30% OF LOT AREA <br />oL <br />REQUIRED PARKING <br />82 <br />PARKING PROVIDED <br />HANDICAP <br />2 <br />REGULAR <br />27 <br />PROOF OF PARKING <br />56 <br />TOTAL <br />85 <br />PROJECT DIRECTORY <br />PROPERTY OWNER <br />WESTERN SPRING MANUFACTURING <br />5118130" STREET NORTH <br />HUGO, MN 55038 <br />PH: 551.224.1721 <br />GENERAL CONTRACTOR <br />SHAW CONSTRUCTION <br />ATTN: JACK SHAW <br />7685 CORPORATE WAY <br />EDEN PRAIRIE, MN 55344 <br />PH: 952.937.8214 <br />EMAIL: JSHAW@SHAWCONSTRUCT.COM <br />ENGINEER <br />CAMPION ENGINEERING SERVICES, INC. <br />ATTN: MARTY CAMPION <br />1800 PIONEER CREEK CENTER <br />MAPLE PLAIN, MN 55359 <br />PH: 763.479.5172 <br />EMAIL: MCAMPIOWCAMPIONENG.COM <br />SURVEYOR <br />E. G. RUQ AND SONS <br />ATTN: JASON RUD <br />6776 LAKE DRIVE, #110 <br />LINO LAKES, MN 55014 <br />PH: 657.361.8200 <br />EMAIL: JRU-D@EGRUD.COM <br />ARCHITECT <br />LINNER MORSCHEN ARCHITECTS <br />ATTN: LOREN MORSCHEN <br />10100 MORGAN AVENUE SOUTH <br />BLOOMINGTON, MN 55431 <br />PH. 952.884.6455 <br />EMAIL: LMORSCHEN@LiNNERMORSCHENARCHITECTS.COM <br />MNDOT DESIGN V CONCRETE CURB & GUTTER <br />SURMOUNTABLE CONCRETE CURB & GUTTER <br />EDGE OF BITUMINOUS <br />_ <br />END CONCRETE - <br />CURB & GUTTER <br />_ <br />_ <br />CA S <br />0 TRUOKS ' <br />TRU KS HSS PONT BEYOND ' 1 <br />1 <br />' 1 <br />EDGE OF <br />BITUMINOUS ' <br />FUTURE EXPgNSI ' <br />128x� 64 ON ' 1 <br />1 <br />1 � <br />0 ' <br />HEAVY DUTY <br />BITUMINOUS / <br />I 6 <br />T ' <br />� I ' <br />_ <br />_ <br />_ <br />0 <br />D <br />0O <br />.92 <br />_ <br />60 <br />933.43 _ <br />FFE <br />LOT 1 60 <br />/NDUS TR <br />O <br />z <br />wo <br />�z <br />� <br />zm <br />0 <br />M <br />o <br />V) <br />N <br />�Q <br />O J <br />Qa <br />0 <br />�W <br />LLJ 0 <br />0 � <br />0 <br />I <br />0 <br />�w <br />oL <br />zr <br />z <br />0 <br />932.34 <br />32.10 <br />PROPOSED IMPROVEMENT FOR: <br />Western Spring <br />Manufacturing <br />HUGO, MINNESOTA <br />Linner-Morschen <br />Architects <br />10100 Morgan Avenue S. <br />Bloomington, MN 55431 <br />PHONE: (952) 884-6455 <br />FAX: (952) 884-0860 <br />CAMPION <br />N ENGINEERING <br />SERVICES, INC. <br />• Civil Engineering • Land Planning <br />1800 Pioneer Creek Center, <br />P.O. Box 249 <br />Maple Plain, MN 55359 <br />Phone: 763-479-5172 <br />Fax: 763-479-4242 <br />932.94 E -Mail: mcompion@campioneng.com <br />I hereby certify that this plan, specification <br />or report has been prepared by me or <br />under my direct supervision and that <br />I am a duly licensed Professional Engineer <br />under the law of the ate of Minnesota. <br />7 932.93 04/05/2017 <br />Martin P. Campion -Llc. # 19901 Date: <br />3.60 H IN CAMPION JOB NO. 16-039 <br />932.44 <br />PROPOSED BY: <br />97 -- <br />2._ N <br />0 30 60 <br />GRAPHIC SCALE IN FEET <br />CONSTRUCTION <br />7685 CORPORATE WAY <br />EDEN PRAIRIE MN <br />952 937 8214 <br />WWW.SHAWCONSTRUCT.COM <br />SHEET TITLE: <br />CIVIL SITE PLAN <br />DATE: 03/15/2017 REVISION <br />04/06/2017 PER 04/03/2017 <br />ENGINEERS MEMO <br />DRAWN BY: KDK <br />SHEET NO. <br />C 2.01 <br />