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<br />I COUNTY TRUNK HIGHWA Y '8'
<br />MINERAL POINT ROAD
<br />
<br />NW CORNER OF
<br />SECt:1rV 29-7 8 RIGHT-OF WAY VARIES
<br />FOUND BRASS CAP iN
<br />CONCRETE
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<br />(327.95')
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<br />(N 89'2.3'00" E 414.18')
<br />N 89'59'17" E 414.22'
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<br />REMOVE EX. ISLANDS-
<br />AND CANOPY
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<br />48,840 SQUARE FEET
<br />OR 1.121 ACRE
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<br />SITE PLAN KEYNOTES
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<br />1. LANDSCAPE AREA. SOD ALL DISTURBED SOILS.
<br />
<br />2. OFF-STREET PARKING STALLS
<br />STRIPING - 4" WIDE STALL LINES, USE HIGH VISIBILITY WHITE
<br />PAINT.
<br />SPACES PROVIDED
<br />(16) 9'-0"x 18'-0"(MIN.) GENERAL PARKING
<br />(11 9'-0"x 18'-0" ACCESSIBLE PARKING WITH
<br />(11 9'-0"x 18'-0" LOADING ZONE
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<br />~. ADA ACCESSIBLE PARKING SPACE WITH LOADING ZONE.
<br />PROVIDE APPROPRIATE STRIPING AND PAVEMENT MARKINGS.
<br />
<br />4. 4" WIDE, HIGH VISIBILITY, PAVEMENT STRIPING, LANE MARKINGS
<br />AND TEXT. COLOR: HC MARKINGS- BLUE, ALL OTHERS- YELLOW.
<br />
<br />5. 6" DEPTH (MIN.) CONCRETE SLAB-ON-GRADE WITH *~ REBAR.
<br />CONCRETE SEALER: TK-26UV
<br />
<br />6. 6" INTEGRAL CONCRETE CURBI WALK. SEE DETAIL 21SPl FOR
<br />NON-FLUSH SECTIONS, CONCRETE SEALER: TK-26UV
<br />
<br />7. ~O" HT., 6" DIA CONCRETE FILLED PIPE BOLLARD (REPAIR OR
<br />REPLACE AS NEEDEDI PER DETAIL lISP1.
<br />
<br />8. MECHANICAL UNITS. REFER TO MECHANICAL PLANS FOR
<br />SPECIFICATIONS
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<br />9. EX. DISPENSER ISLAND CANOPY WITH FUEL ISLANDS.
<br />
<br />10. EX UNDERGROUND FUEL STORAGE TANKS PER OWNER.
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<br />11. 2'x~' TRUNCATED DOME INSERT PER OWNER. COLOR: BURGUNDY
<br />
<br />12. PAVEMENT REPAIRI REPLACEMENT AS NEEDED
<br />
<br />1~. 48'-2"x ~5'-7" DISPENSER ISLAND CANOPY EXTENSION. VERIFY
<br />SIZE, PLACEMENT, COLUMN AND FOOTING SIZE WITH CANOPY
<br />AND STRUCTURAL PLANS. CANOPY GRAPHICS PER OWNER.
<br />
<br />14. CONCRETE ISLANDS WI 6" EXPOSURE WITH FUEL DISPENSERS.
<br />DISPENSER PER OWNER.
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<br />NOTE: SEE ARCHITECTURAL PLANS FOR
<br />REMOVABLE BOLLARD LOCATION AND DETAIL
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<br />60"x 6" OIA. CONCRETE
<br />FILLEO STEEL PIPE WI 30"
<br />EXPOSURE.
<br />PAINT: FACTORY PRIMER;
<br />BOLLARO COVER PER OWNER
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<br />6" OEPTH CONCRETE
<br />PAVEMENT
<br />SLOPE PER GRAOE PLAN
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<br />EXPANSION FELT
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<br />CONSTRUCTION NOTE:
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<br />CONSTRUCTION FENCING TO BE
<br />INSTALLED AROUND ENTIRE
<br />CONSTRUCTION SITE. COORDINATE WITH
<br />OWNER FOR FENCING AND GATE
<br />LOCATIONS AND APPROPRIATE SIGNAGE
<br />INSTALLATION.
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<br />LAYOUT NOTES:
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<br />SITE PLAN PREPARED FROM
<br />(S E AL T A/ACSM LAND TITLE SURVEY BY:
<br />JSD PROFESSIONAL SERVICES INC
<br />608-848-5060
<br />DATED 6-~-11
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<br />-~6"
<br />...- 1M.
<br />IN'
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<br />REFER TO SURVEY FOR ADDITIONAL
<br />LOT DIMENSIONS AND INFORMATION
<br />FOR SITE LAYOUT PRIOR TO
<br />CONSTRUCTION.
<br />
<br />CURBS ARE DIMENSIONED TO FACE
<br />OF CURB.
<br />
<br />UNLESS SHOWN OTHERWISE ON THIS
<br />DRAWING, CONTRACTOR SHALL
<br />PROVIDE CONTROL JOINTS,
<br />CONSTRUCTION JOINTS, AND
<br />EXPANSION JOINTS IN SLAB ON
<br />GRADE, SIDEWALKS AND DRIVES.
<br />CONTROL JOINT MAXIMUM DISTANCE:
<br />WALKS- 8' O.C., ALL OTHERS- 10' O.C.
<br />SAW CUT CONTROL JOINTS MINIMUM
<br />ONE-QUARTER CONCRETE THICKNESS.
<br />EXPANSION JOINT MAXIMUM
<br />DISTANCE: WALKS- 241 O.C., ALL
<br />OTHERS- 40' O,C. DOWEL ALL
<br />EXPANSION JOINTS- MAXIMUM 24"
<br />O.C.
<br />
<br />EXTERIOR CONCRETE SURFACES TO
<br />BE SEALED.
<br />CONCRETE SEALER: TK-26UV
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<br />DEPTH OF EXISTING BITUMINOUS,
<br />NOTIFY OWNER OF DEFFICIENCIES.
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<br />SHOWN ON PLANS)
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<br />SEE PLAN FOR WALK DIMENSION
<br />C.J.'S @ 5'-0" O,C.
<br />EXP. JOINTS @ 25'-0" O.C,
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<br />SIDEWALK/ CURB DETAIL
<br />NOT TO SCALE
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<br />
<br />KWIK TRIP, Inc.
<br />P.O. BOX 2107
<br />1626 OAK STREET
<br />LACROSSE, WI 54602-2107
<br />PH. (608) 781-8988
<br />FAX (608) 781-8960
<br />
<br />IN~ITP.~
<br />D 0 'Q Do... L7 D 0 D..-.-LJ.C:... L7
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<br />SITE PlANNING lANDSCAPE ARCHITEcruRE~
<br />3025 H arb or La n e No rt h, Sf E 3 I 8
<br />Plymouth Minnesota 55447
<br />763.383.8400
<br />fax 763.383.8440
<br />
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<br />:~i LA-378 11-;
<br />~~\ PLYMOUTH.MN Iffj
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<br />NO. DATE DESCRIPTION
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<br />DRAWN BY
<br />SCALE GRAPHIC
<br />PROJ. NO. -
<br />DATE 2011 08-12
<br />SHEET SP1
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