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<br />CONTRACTOR NOTE;
<br />CONTRACTOR TO VERIFY EXISTING CONDITIONS. NOTIFY OWNER OF
<br />DISCREPANCIES,
<br />MATCH IN CURB. GUTTER AND PAVEMENTS TO EXISTING CONDITIONS
<br />CONTRACTOR TO PROVIDE THE CITY WITH PHASED TRAFFIC CONTROL
<br />PLANS AS NEEDED FOR ALL UTILITY. DRIVEWAY. AND SIDEWALK
<br />INSTALLATION AND ALL R/W RESTORATION,
<br />SITE PLAN LAYOUT NOTES
<br />SITE PLAN PREPARED FROM BOUNDARY AND TOPOGRAPHY SURVEY BY
<br />BDM CONSULTING [WINGERS AND SURVEYORS
<br />651-266-0101
<br />DATED 20 FEB 2000
<br />REFER TO ALTA SURVEY FOR ADDITIONAL EXISTOG TIRE INFORMATION
<br />CURBS ARE DIMENSIONED TO FACE OP CURS
<br />BUILDING, PIMP ISLAND COMPLEX AND CANOPY ARE LOCATED PROM THE
<br />SOUTHEASTERN MOST PROPERTY CORNER AND ALIGNED PARALLEL AND
<br />PERPENDICULAR TO THE EAST PROPERTY LINE
<br />UNLESS SHOWN OTHERWISE ON THIS DRAWING, CONTRACTOR SHALL PROVIDE
<br />CONTROL JOINTS, CONSTRUCTION JOINTS, AND EXPANSION JOINTS IN SLAB ON
<br />GRADE, SIDEWALKS, ARO DRIVES
<br />CONTROL JOINT MAXIMUM DISTANCE WALKS- 0 0.C, ALL OTHERS- 10 O.E.
<br />SAW CUT CONTROL JOINTS MIN. ONE- QUARTER CONCRETE THICKNESS.
<br />EXPANSION JOINT MAXIMUM DISTANCE: WALKS 20 O.C, ALL OTHER- 40 0L.
<br />DOWEL ALL EXPANSION JOINTS MAXIMUM 24' 0.C.
<br />CONCRETE 1N ALL DRIVE AREAS SHALL BE A MINIMUM OP IT DEPTH WITH
<br />COMPACTED CRUSHED ROCK BASE BELOW. REINFORCE AS NEEDED WITH 6•x01
<br />WELDED WIRE MESH AND/ OR N 801990RC9NG BARS A MINIMUM OP 11P OC.
<br />(VERIFY W/ SOILS REPORI1
<br />CAULK AU. CONTROL, CONSTRUCTION AN0 EXPANSION JOINTS IN CONCRETE AT
<br />DRIVE AREAS, TANK AREA, DISPENSER ISLAND COMPLEX AND CAR WASH SLAB.
<br />CAULK AROUND ISLAND FORTIS AND CANOPY COLUMN&
<br />ALL WORK IN THE 80.W., APPROACHES AND REPLACEMENT CONCRETE CURB AND
<br />GUTTER, ETC TO BE INSTALLED PER CITY STANDARD DETAILS ANO
<br />SPECIPICATIONS
<br />UTILLI WORK
<br />EXISTING SITE CONDITIONS
<br />ZONING DISTRICT:
<br />TOTAL SITE AREA
<br />EX. HARDCOVER
<br />PROPOSED SITE CONDITIONS
<br />GB GENERAL BUSINESS
<br />166,171 SP
<br />9AV TAKING: 13515 5F
<br />HOLIDAY STATIONSTOIIG 02,679 SF
<br />PROPOSED RETAIL 50,557 5F
<br />BUILDING SETBACKS
<br />PROM STREET 50
<br />REAR YARD 50'
<br />SIDE TARO 10
<br />80
<br />565
<br />365
<br />PARKING SETBACKS
<br />PROM STREET 10
<br />REAR YARD 10'
<br />SIDE YARD 10'
<br />HOLIDAY LOT PROPOSED CONDITIONS
<br />PROPOSED GREEN AREA 40,700 91
<br />PROPOSED HARD COVETS 51,678 5P
<br />PAVED AREA 46,496 SP
<br />BUILDING AREA 6543 5P
<br />C -STORE •
<br />CAR WASH •
<br />445
<br />565
<br />505
<br />az
<br />PARKING REQUIREMENTS
<br />PARKING REQUIRED 1/200 SP FA. 15 STALLS
<br />PARKING PROVIDED 26 STALLS, 12 SRVPNI'B.
<br />RETAIL LOT PROPOSED CONDITIONS
<br />PROPOSED GREEN AREA: 50659 SP
<br />PROPOSED HARD COVER 29549 SP
<br />PAVED AREA 12,441 SP
<br />8UILD1N9 AREA 6500 SP
<br />PARKING REQUIREMENTS
<br />PARKING REQUIRED
<br />PARKING PROVIDED
<br />515
<br />405
<br />505
<br />1/200 Sr PA4 20 STALLS
<br />52 STALLS
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<br />911[ PLAN KEYNOTES
<br />1 LANDSCAPE / GREEN AREA REFER TO SHEET L1 FOR MORE
<br />INFORMATION.
<br />1 PARKING SPACES. PAINT STALL LINES 4' WIDE, HIGH V191DIL11T,
<br />WHITE
<br />SPACES PROVIDED:
<br />021 SERVICE POINTS
<br />1261 9 '-A'4 20-0• GENERAL SPACES
<br />1121 0-04. 20'-04 ADA ACCESSIBLE SPACE
<br />01 9'-01/4 20'-0° LOADING SPACE
<br />5 ADA ACCESSIBLE SPACE WITH LOADING ZONE. PRO1DE APPROPRIATE
<br />STORAGE AND PAVEMENT MARKINGS.
<br />4 PAVEMENT MARKINGS, STRIPING AND/ OR TEXT. PAINT WITH 4' WIDE,
<br />HIGH VISIBILITY, WHITE, PAINT.
<br />5 BITUMINOUS PAVING. SEE DETAIL 9 /592
<br />STANDARD PAVEMENT SECTION /VERIFY WITH GEO TEM
<br />9ECOMMEN2ATI0211
<br />1• WEAR COURSE
<br />T DARE COURSE MN/
<br />IP CLASS 5 AGGREGATE SASE
<br />6 8' WIDE, 6° DEPTH COLORED CONCRETE APRON WITH 0x6•, 10 GAUGE
<br />WELDED MR! MESH. PIGMENT TO BE INTERORATED INTO CONCRETE MIX
<br />PRIOR TO BEING PLACED.
<br />COLOR: BLACK TO MATCH ASPHALT
<br />7 6' DEPTH CONCRETE sue ON GRADE WITH 6416•, 10 GAUGE WELDED
<br />WIRE MESH
<br />6 6' INTEGRAL CONCRETE CURS/ WALK. SEE DETAIL 10/992 PROVIDE
<br />HANDICAP ACCESS RAMP.
<br />9 INTERNAL TRASH ROOM PER ARCHITECTURAL PLANS.
<br />10 OD 19 HT. SITE AREA LIGHT PROVIDED BY CONTRACTOR ITYPI.
<br />CONCRETE FOOTING PER DETAIL 0 /592. SEE SITE ELECTRICAL PLANS
<br />FOR LOCATIONS AND FIXTURE SPECIFICATIONS.
<br />B CONCRETE PILLED PPE BOLLARD. PER ARCHITECTURAL DETAILS.
<br />A POST/ DOLLARD MOUNTED AOA 'DISABILITY PARKING ONLY' SIGN
<br />& POST/ DOLLARD MOUNTED 'NO PARKING SIGN
<br />12 POST MOUNTED TRAFFIC DIRECTIONAL SIGNA9E 5IM. TO DETAIL 5/992.
<br />(PROVIDE BY 5.C1
<br />A STOP SIGN PROVIDE 'STOP DAR PAVEMENT MARKINGS PER CITY
<br />SPEC.
<br />5 'ONE WAY', 'DO NOT ENTER' SIGN
<br />13 HOLIDAY TRADEMARK SIGN PER SIGN PACKAGE. SIGN BT HOLIDAY
<br />COMPANIES. FOUNDATION AND SASE 51 G.G
<br />A RELOCATED PYLON SIGN
<br />5 EXISTING HIGHWAY 6109
<br />14 FLAG POLE W/ 4' THICK CONC. SLAB. GONG FTC. PER DTL 12/392
<br />P ROVIDE SPOT LIGHT FROM TRADEMARK 31011
<br />15 56-16 CONCRETE CURB AND GUTTER PER DETAIL 11/991.
<br />'7
<br />50'Ok 164,0T ISLAND COMPLEX CANOPY 14120 S0. FT/ VERIFY COLUMN
<br />AND 70011N3 SIZE WITH CANOPY PLANS. CANOPY GRAPHICS PER
<br />OWNER
<br />A IN 4-0'x 10'-7 SS ISLAND POOPS (PROVIDED BY PETROLEUM
<br />CONTRACTOR/ CONCRETE F11.1. BY 0E.
<br />& E66 FUEL 0/SPENSER PER OWNER
<br />G FUEL 015PEN8[R PER OWNER
<br />D. DIESEL DISPENSER PER OWNER
<br />E. SERVICE CENTER PER OWNER, INSTALLED BY 0.0
<br />16 TREE A18 HOSE BID WITH SIGNACE PER OWNER
<br />19 3( UNDERGROUND FUEL STORAGE TANKS PER OWNER PROVIDE VENT
<br />STAND WITH CONCRETE SLAB. D15TALL 7 CONCRETE PILLED PIPE
<br />BOLLARDS. (PAINT 9911 - DARK BRONZE/
<br />20 ELECTRICAL TRAN090RMER PER MECHANICAL PLAN5. O.C. TO PROVIDE
<br />4' DEPTH (MINI CONCRETE PAD.
<br />11 STORM SEWER STRUCTURE
<br />A. CURB INLET CATCH BASIN, PRONE AND GRATE PER DETAIL 4 /992
<br />B . TRENCH DRAIN PER DETAIL 2/092
<br />G MANHOLE, FRAME AND VENTED COVER PER DETAIL
<br />D. CONCRETE APRON W/ RIP RAP SPILLWAY PER DETAIL
<br />21 SITE DIRECTIONAL STORAGE. 'CAR WASH SIGN WITH ARROW PER SIGN
<br />PACKAGE
<br />23 OVERHEAD CAR WASH CLEARANCE DAR PER DETAIL 7/0P1. MDT GENERAL
<br />CONTRACTOR/
<br />24 61 DEPTH CONCRETE SLAB WITH HEAT MAT PER ELECTRICAL PANS.
<br />23 to AUTO VACUUM 0.C. TO PROVIDE 4' DEPTN CONCRETE PAD, PLACED
<br />FLUSH WITH SACK OF CURB. INSTALL PER MANUFACTURERS
<br />SPECIFICATIONS. PROTECT WITH S• PIPE BOLLARD 0 9E00, AT FRONT
<br />CORNER, PAINT DARK BRONZE/ BRASH CONTAINER BY HOLIDAY C01
<br />26 DIKE RACK
<br />17 4"6' PVC SLEEVE LOUDER PAVEMENT AREAS FOR IRRIGATION L1NE3.
<br />VERIFY SIZE AND LOCATIONS WITH IRRIGATION CONTRACTOR PRIOR TO
<br />INSTALLATION
<br />26 0-PIPE BOLLARD PER DETAIL 5/992
<br />29 4' DEPTH CONCRETE STOOP/ WALK
<br />50 EXTERIOR PAYPNONE W/ V DEPTH CONCRETE PAD MUSH WITH
<br />BACK -OP -CURB. PROTECT WITH 6° PIPE BOLLARD G REVD, AT FRONT
<br />CORNERS, PAINT DARK BRONZE/ SEE DETAIL 6/392
<br />31 CONCRETE CURB 15L5N0
<br />M 8' DEPTH CONCRETE APPROACH PER DETAIL 1/SP2.
<br />33 CAR WASH CONTROLLER/ KEYPAD PER MANUFACTURERS SPECS. PROVIDE
<br />TRASH CONTAINER WITH EXTERIOR HOOD
<br />34 CAR WASH 'COUNT -DOWN DRYER TIMER' PER CAR WASH MANUFACTURER
<br />RECEIVED
<br />FEB 0 9 2007
<br />CITY OF LINO LAKES
<br />INSITES
<br />.7. A ANVIVOILLMSCAPR 6.51051,521015E5
<br />3025 hne 184 Lane Lei 5aax x
<br />Tev TU.uoo
<br />Holiday
<br />1-
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<br />2
<br />LINO LAKES
<br />ALL 01RST10N6 MATED TO
<br />500199 AND WNB101071011 OP
<br />l6 PROJECT SHALL 6E
<br />DDRCTED TO HOLIDAY
<br />COS0001 PROJECT VOL01 R
<br />017 1151 1011 OMEN
<br />11ONOO65 w WA
<br />NO 00—
<br />Pee INN ao-.N
<br />I hereby certify Sat this plan,
<br />specification, or report was
<br />P m
<br />pares by e under my
<br />Greet supervision, and that I am
<br />a duly licensed Landscape
<br />under und the laws or the
<br />Stale of M,nnesota.
<br />Date R No. 10306
<br />Signed
<br />Robert J. Mueller
<br />NO. DAME RVOWII @601•71041
<br />1
<br />2/6/5000771 RBVRW 061510
<br />COP1IONrt NN - 1RRM RATE PLOSION
<br />OAR 01/52/67 760J. MD. 200 OI
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