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<br />166
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<br />CURB
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<br />V Z SURMOUNTABLE
<br />I
<br />CONCRETE CURB
<br />REMOVE 'EXISTING CURB& GUTTER TYP
<br />& GUTTER AS NECESSARY '
<br />TO CONSTRUCT ACCESS, J FTU E/PROOF OF'PARKINd
<br />INSTALL COMMERCIAL _
<br />DRIVEWAY PER DETAIL
<br />I HU-STR-8A - L L �' �'
<br />0 0 ✓I �___
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<br />I / LIGHT DUTY
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<br />I ' FUTURE PROOF OF PARKING 1
<br />I1116
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<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 />& 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 />1YP
<br />I TRANSITION FROM MNDOT DESIGN V
<br />z CONCRETE CURB TO SURMOUNTABLE
<br />' W PAINTED HANDICAP SYMBOL (TYP)
<br />I9 WIDE H.C. ACCESS
<br />o AISLE (TYP) MNDOT DESIGN V
<br />V - ' oD10' WIDE CONCRETE CONCRETE CURB
<br />SIDEWALK 4' WIDE CONCRETE
<br />ADA PARKING SIGN, SIDWALK
<br />' TYP (SEE DETAIL)
<br />I TRANSITION FROM MNDOT DESIGN V
<br />V 0 OF, -----CONCRETE CURB TO SURMOUNTABLE
<br />N i MATCH &X. BIT, ' � LL_S'
<br />CURBE� B
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<br />STRIPE, TYP
<br />SURMOUNTABLE
<br />CONCRETE CURB
<br />11 �� I �- & GUTTER, TYP
<br />FUTURE/PROOF OF PARKING'
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<br />11 16 0 , ���Z- O
<br />'0- °' 120. �1
<br />SURMOUNTABLE
<br />CONCRETE
<br />CURB AND
<br />GUTTER (TYP)
<br />30.47 - o �o 4 o�
<br />REMOVE; 1=XIS ING''CURB HEAVY DUTY a
<br />& GUTTER AS NECESSARY
<br />TO CONSTRUCT ACCESS,
<br />INSTALL COMMERCIAL
<br />DRIVEWAY PER DETAIL
<br />HU-STR-8A
<br />BITUMINOUS
<br />-
<br />SURMOUNTABLE zzzz
<br />CONCRETE CURB _
<br />AND GUTTER 80; 00
<br />(TYP)
<br />9:3 3.94
<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 />0I
<br />��r\ Z�
<br />BITUMINOUS ACC S
<br />CONCRETE SLAB
<br />0
<br />X55
<br />v,
<br />LOT DATA
<br />EXISTING ZONING GENERAL INDUSTRIAL (13)
<br />REQUIRED
<br />PROPOSED
<br />LOTSIZE 15, 000 SF
<br />205,026 SF
<br />LOTWIDTH 100'
<br />254'
<br />LOT DEPTH 150'
<br />807'
<br />SETBACK- BUILDING
<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 HEIGHT OR 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 />REQUIRED PARKING
<br />82
<br />PARKING PROVIDED
<br />oz
<br />HANDICAP
<br />2
<br />REGULAR
<br />27
<br />PROOF OF PARKING
<br />56
<br />TOTAL
<br />85
<br />END CONCRETE
<br />CURB & GUTTER
<br />PROJECT DIRECTORY
<br />PROPERTY OWNER
<br />WESTERN SPRING MANUFACTURING
<br />5118130" STREET NORTH
<br />HUGO, MN 55038
<br />PH: 651.224.1721
<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: MCAMPION PCAMPION ENG.COM
<br />SURVEYOR
<br />E. G. RUD AND SONS
<br />ATTN: JASON RUD
<br />6776 LAKE DRIVE, #110
<br />LINO LAKES, MN 55014
<br />PH: 651.361.8200
<br />EMAIL: JRUDPEGRUD.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
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<br />32.10
<br />931.77
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<br />932.34
<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 />0 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 -LIc. # 19901 Date:
<br />3.60 CAMPION JOB NO. 16-039
<br />932.44 off w -
<br />PROPOSED BY:
<br />2.6= 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 />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 />
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