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SLOPE GUTTER TO MATCH <br />PARKING LOT DRAINAGE <br />TIP GUTTER OUT AS REO'0 <br />• <br />J'R <br />7/2' R7? <br />J' R <br />SLOPE 3/4' per t. . 4• y ! ; ! • ti . - <br />--12 - 8' <br />20• <br />1 <br />MODIFIED <br />CONCRETE CURB & GUTTER <br />SLOPE GUTTER TO MATCH <br />PARKING LOT DRAINAGE <br />77P GUTTER our AS ROD <br />r R <br />1/2' R <br />J' R <br />SLOPE J /4' per <br />F 72' 1 8' <br />20' <br />CONCRETE CURB & GUTTER. <br />I/O' THICK PLATE X 10' MDE WTI 3 EXPAN. <br />SCREWS EACH SIDE (SPACED EQUALLY) <br />PLATE TO BE FLUSH AN WALK. <br />5' . S' <br />1/2' CARY FELT EXPANSION JOINT <br />4' 00WN5PCUT <br />1/4' THICK PLATE X 10' WIDE MTH 3 EXPAN. <br />SCREWS EACH SIDE (SPACED EQUALLY) <br />PLATE TO BE FLUSH MTH WALK. <br />0 <br />1/2' CARY FELT EXPANSION J0N7 <br />CONCRETE SPILLWAY DETAIL <br />N.T,S <br />/ <br />/ <br />Co13OL/ no <br />'7-HERS) <br />RE <br />APPp!4AR LOODION <br />Of STE 008. E9PA '8F ORINEE , <br />/ / <br />l <br />\ <br />\�•••,, 80\ <br />\ 4Y <br />4;422.,..t <br />\ ' _, _ • \ <br />• <br />\ 0j�@ <br />PLAN NOTE: <br />ALL INFORMATION SHOWN ON APOLLO DRIVE <br />WITH RESPECT TO AUCNMENT, ELEVATIONS, <br />AND UTILITY LOCATIONS ARE BASED IN PART <br />UPON A FEASIBILITY REPORT PROVIDED BY <br />DOA AND ARE SUBJECT TO CHANCE <br />CONSTRUCTION NOTES <br />GOO 00088 0090980 <br />CONSTRUCT 0' P.C.C. 11000 l CUTTERS AS PER SHEET C -1. <br />TRANSFORMER PAO. GC TO LOCATE A INSTALL TO MEET <br />UTUIIES COMPANY OEOUIR040415. <br />CON5TIN/CT P.C.C. DEPRESSED RAMP AS PER SHEET C -1. <br />INSTAL 4' CONCRETE 90EWALK WITH 4 AGO. BASE <br />CONSTRUCT 1RA91 ENCLOSURE AS PER ARCKIECNRALS <br />4C00NALD'S NIGH RISE ROAD 900 <br />00LRBLE FACED RLUUWATFD OIRECTKRNAL 5GN (SIGN FACE AS NOTED, <br />5019 9GNAGE SCHEDULE ABOVE) BY SIGN SUPPLER. FDN BY RC. <br />1570.11 MENU BOARD. <br />INSTALL PRE SELL B0A00. <br />INSTALL DETECTOR LOOP AS PER SHEET E -1. <br />INSTALL 5. X 42' WROUGHT IRON RAXUNG AS MCHITEC4NRAL'S. <br />INSTALL METAL MAUOE LOT UGHT AS PER DETAIL <br />SEE 03 GENERAL NOTES ABOVE a LOT UGNTNG REC04MENOATIONS BELOW. <br />STRIPED TO MEET ADA. CODE REQRRQ40NTS <br />INSTALL 8' 0IA GUARD POST PER DETAIL <br />PUNT HANDICAP SYMBOL - MOTE. <br />00000000000 <br />PAINT 4' WIDE 50110 STRIPE - WIMTE <br />PLANTING AREA SEE LANDSCAPE PLAN <br />EDGE OF CONC. PAYMENT AT DRIVE -IMRU AREA <br />STATE APPROVED NC. SIGN. <br />OAS METER LOCATION <br />FUG POLE BY OTHERS. MG TO COORDINATE SEE GENERAL NOTE H. <br />4' HIGH LETTERS -METE <br />PAINT TRAFFIC ARROWS -WWI[ <br />BITUMINOUS PAYMENT <br />C014CRETE PAV0NENT <br />CUSTOMER ORDER DISPLAY <br />DIRECTIONAL SIGN SCHEDULE O <br />A CRIER <br />8 EXIT <br />C <br />DRIVE-T1RU <br />D 1NANK YOU <br />NOTE: <br />1. ALL DIMENSIONS TO FACE OF CURB. <br />2. SEE SURVEY FOR BOUNDRY DIMENSIONS. <br />BEARINGS AND LOCATION OF BENCHMARK <br />3. ALL ELEVATIONS SHOWN ARE PROPOSED. <br />SEE SURVEY FOR EXISTING ELEVATIONS <br />4. CONTRACTOR TO PROVIDE OUTPUT CURB <br />AND GUTTER AS REQUIRED. <br />AND CONDITIONS. <br />SEP 2 4 2001 <br />Ur; Cr- LINO LAKES <br />RYAN <br />RYANENC,wEERwc.cou <br />Orl BMM <br />• <br />LIM rinks <br />Envireememal <br />• <br />4YM <br />Edon Prairie, MN <br />(952) 947.9100 <br />I hereby certify that INN Alen Rae weeded by ma 4 Cdr my <br />dime) o,g4YMOIon cad That 1 411 a duly 0491.14 d PROFE590NAL <br />0400000 ,04e Teo laws al the State of 4M4yOlo. <br />DATE <br />REG. NO <br />Cr 30' <br />SCALE IN FEET <br />60' 90' <br />NORTH <br />1, 4c00NAL0'S ROAD SIGN ANO BASE ARC BY THE SIGN CONTRACTOR, <br />CONNIT ANO WONG ARE BY THE GENERAL CONTRACTOR. <br />2. 805E5, ANCHOR BOLTS, CONDUIT, AN0 WRING FOR ALL OTHER <br />SIGNS ARE BY THE GENERAL 001TRACTER <br />3. 3/4' EMPTY CONDUIT TO 1000,0 is SHOWN AT THE L01 PERI- <br />METER FOR LOT UOII1NG 15 BY THE GENERAL CONTRACTOR. UGHI- <br />ING FIXN005. BA5E5, POLES, CONDUIT, AND WRING ARE BY 111E <br />OWNER /OPERATOR <br />4, BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR <br />BOLTS ARE BY 111E FLAGPOLE SUPPLIER. <br />5, PROPOSED UTILITIES ARE SHOW W SO1E4Anc ONLY. EXACT <br />LOCATIONS SHALL BE DETERUI400 M ALLOW FOR THE MOST <br />EC0NOL8CN, 145 TALLAn04, <br />B. THE CONTRACTOR SMALL COORDINATE W114 ALL *DUTY COMPANIES <br />TO DETERMINE EXACT 00I141 OF SEANCE CONNECTION AT EASING <br />WHIN. REFER TO THE BOLDING ELECT1CAL ANO PLUMBING <br />DRAWINGS FOR UOUrY SERVICE ENTRANCE LOCATIONS, 9215, ANO <br />CIRCUITING, <br />7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO TIE BENCHMARK <br />AND 4U5T BE VERIFIED BY THE GENERAL CONTRACTOR AT <br />ORNNDBREAK. <br />D. 41094 WALK ANO CURB ELEVATIONS SHALL BE 6' 080Y 11094 <br />PAVEMENT. <br />8. ALL LANDSCAPE AREAS SMALL BE ROUGH GRADED TO 6' BELOW <br />TOP OF ALL WALKS ANO CURBS 04091 GRAOMG. LANDSCAPING <br />AND SPRINKLER SYSTEMS ARE BY THE OWNER /OPERATOR <br />10 LOT LICKING CONCRETE FOOTINGS TO CONFORM VAN THE SOILS <br />REPORT RECWMEN00T065 008 THIS PARTNIA0 SITE. <br />W <br />4441 <br />m <br />DESCRIPTION <br />40 <br />0 <br />K <br />PAVING SPECIFICATION <br />(464I14M X• TOTAL COMPACTED ASPHALT THICKNESS) <br />CONSTRUCT ASPHALT CONCRETE <br />PAYMENT 85 S40TwlFO Nil 0M <br />PAO3FMT BASE SHALL BE O' AGOREG4R BASE 4AT.N■AL FOR At, PA,NO <br />COMFORANND TO 84001, SECTION 3138, CLASS S 1002 CRUSHED QUARRY ROOL <br />3' BITUMINOUS BASE COURSE CONFOR414G TO ■N00T. SECTION 2331. <br />BRNWHOU5 TACK COAT CONFOR4R4G 10 uN00T,5ECTION 2357, 5S -1, <br />EMULSIFIED ASPHALT. 2' 9N0NOUS SURFACE (CURSE CONFORMING TO <br />4AOOT.SECTION 2341. W.TE TRAFFIC PAINT 0091140 ANOOT, 50(11011 3588. <br />cON1W1IICCT 03 1EIE PA10•O4T <br />OLIEVOE o' °NOTEE PAM. 4Er40 4000 0.11. • 201 OAR Or 44 2111 Xi TO l4 <br />A10 04100454001 20, X' SLUR, 40 X 30' 0000419 54000 300N614E3 10114 0143 <br />01.1KD A40 W0)1E0 MM 4DIC0 GDR. <br />■010 4.0040I01 MO/NM OEYAWS 42 No1T TO K0t31 A m40AG1A4 <br />081 AN0ry1 A 4U SARNI. 0 TELLS MOSS 0004441. PO ROOK <br />0350501414 16311 ML FE AT 11[ 040•044 4 44400040.1. <br />01)0101[ 0.0 ML r 04AFm <br />LOT UCHTINC RECOMMENDATION <br />- SECURITY U04TING LOT U(01T ASSEMBLIES AS81000- u04-D8 -41 <br />MTN 1000 WATT METAL HALIDE LAUPS AND 22' POLES. <br />INCLUDING = 000BLES. <br />00rt: EI.CISCII CONTRACTOR TO 0AWIT LOT 4041X10 AS NOM. <br />INSTALL ALL FIXTURES • 30' ARCM 8•905 NOTED OTRR1061. <br />•■ 040401E5 4141 911450 A40 WORN. 0A00)041 9100 0010 004CO0 <br />PARKING INFORMATION <br />TOTAL <br />SPACES <br />72 <br />33 SPACES 9' -0• X 19' -0' 0 60 • <br />SPACES 9' -0• X 18'_0' 0 90 • <br />SPACES 9' -0' X 16' -0• 0 BO • <br />SPACES _ X _ 0 0 <br />UTIUTY INFORMATION <br />SIZE TYPE LOCATION <br />SANITARY SEWER <br />WATER <br />STORM SEDER <br />ELECTRIC - <br />CAS <br />SURVEY INFORMATION <br />MINNEAPOLIS REGION <br />U <br />0 <br />O <br />1650 W.82nd ST. j900 BLOOMINGTON.MN. 55431 -9888 (952)884 -4355 <br />PREPARED B7, MEC0485 FRANK R005 ASSOCIATES INC. <br />15050 29,1 AVENUE NORTH <br />PI:NOUN, 4N 55427 <br />(612) 476 -6010 LEFRAII 12105 <br />DATE 7/20/98 <br />SITE AREA <br />1.86 AC.± <br />LEGEND <br />SANITARY SEWER <br />5 S S <br />WATER <br />01 W W w <br />STORM SEWER <br />- ST- ST- ST -ST- <br />ELECTRIC <br />- E- E -E -E- <br />- -N GAS C 0 <br />LOTUGIT C'--0 LP:24 <br />PLAN SCALE' 1' - 30' <br />STREET ADDRESS <br />S.E.C. CSAH 23 & APOLLO DRIVE <br />LINO LAKES <br />STATE <br />MINNESOTA <br />40 <br />0 <br />SIGNATURE (2 REQUIRED) <br />CO —SIGN SIGNATURES <br />9 <br />STATUS <br />DATE <br />BY <br />COUNTY <br />ANOKA <br />CONCEPT <br />PRELIMINARY <br />SITE PLAN <br />ISSUED <br />AS -BUILT <br />REGIONAL DWG. NO <br />MIN -14 -98 <br />CORPORATE DWG. NO. <br />022 -0342 <br />LINO.DWC <br />