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SLOPE GUTTER TO MATCH <br />PARKING LOT DRAINAGE <br />OP CUTTER our AS RE0.0 <br />.E -7 <br />SLOPE 3/4" per 1. <br />3" R <br />17 I <br />20 <br />MODIFIED <br />CONCRETE CURB & GUTTER <br />SLOPE CUTTER TO MATCH <br />PARKING LOT DRAINAGE <br />77P GUTTER OUT AS RED" <br />3" R <br />1/2" R <br />h <br />SLOPE 3/4" per (6. •- • <br />l2" I <br />20' <br />CONCRETE CURB & GUTTER <br />1/4" THICK PLATE K 10' WIDE 611H 3 EXPAN. <br />SCREWS EACH SIDE (SPACED EQUALLY) <br />PLATE TO BE FLUSH WITH WALK. <br />5 <br />5" <br />4 , <br />1/2' CARY FELT "EXPANSION JOINT "II <br />4- DOWNSPOUT <br />1/4" THICK PLATE X 10" NIDE WITH 3 EXPAN. <br />SCREWS EACH SIDE (SPACED EQUALLY) <br />PLATE TO BE FLUSH WITH WALK. <br />1/2" CARY FELT EXPANSION JOINT <br />CONCRETE SPILLWAY DETAIL <br />5.1.5. <br />f <br />/ <br />/ <br />/ <br />/ <br />/ <br />03 <br />Si-RUC Tio <br />By <br />=6't <br />DIVE <br />PHERS) <br />APPIBRMl46T LOTA110N <br />DP Ant PO ON1T. <br />levy ammo ev ENSHCER <br />PYLON - <br />/ SIGN <br />/ <br />\ <br />\ <br />?380 \ \ <br />mes <br />5- <br />PLAN NOTE: <br />ALL INFORMATION SHOWN ON APOLLO DRIVE <br />WITH RESPECT TO ALIGNMENT, ELEVATIONS, <br />AND UTILITY LOCATIONS ARE BASED IN PART <br />UPON A FEASIBILITY REPORT PROVIDED BY <br />TKDA AND ARE SUBJECT TO CHANGE. <br />CONSTRUCTION NOTES <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />CD <br />CD0 <br />0 <br />tt <br />CONSTRUCT 6" P.C.C. CURBS a GUTTERS AS PER SHEET C -1. <br />TRANSFORMER PAD. G.C. 10 LOCATE & INSTALL TO MEET <br />UTI0TIES COMPANY RE09040455. <br />CONSTRUCT P.C.C. DEPRESSED RAMP AS PER SHEET C -1. <br />INSTALL 4" CONCRETE SIDEWALK 1CH 4' AGO. BASE. <br />CONSTRUCT TRASH ENCLOSURE AS PER ARCHITECNRALS. <br />MC 014010'5 HIGH RISE ROAD SIGN <br />00681E FACED ILLUMINATED DIRECTIONAL SIGN (SIGN FACE AS NOTED. <br />SEE 540900E SCHEDULE ABOVE) BY SIGN SUPPLIER. FEN BY G.C. <br />INSTALL MENU BOARD. <br />INSTALL PRE SELL BOARD. <br />INSTALL DETECTOR LOOP AS PER SHEET E -1. <br />INSTALL 5' X 42" WROUGHT IRON RAIUNG AS ARCHIIECHTURAL'S. <br />INSTALL METAL NAUDE LOT UGHT AS PER DETAIL <br />SEE /3 GENERAL NOTES ABOVE & LOT UGHTING RECOMMENDATIONS BELOW. <br />STRIPED TO MEET 9.0.A. CODE REQUIREMENTS. <br />INSTALL 6" DIA. GUARD POST PER DETAIL <br />PAINT HANDICAP SYMBOL - WHITE. <br />PAINT 4• WMDE SOUD STRIPE - WHITE. <br />PLANTING AREA SEE LANDSCAPE PUN <br />EDGE OF CONC. PAVEMENT AT DRIVE -THRU AREA. <br />STATE APPROVED MC. SIGN. <br />GAS METER LOCATION <br />FLAG POLE BY OTHERS. G.C. TO COORDINATE. SEE GENERAL NOTE /4. <br />4' HIGH LETTER5- 294TE <br />PAINT TRAFFIC ARROWS-WHITE <br />BITUMINOUS PAVEMENT <br />CONCRETE PAVEMENT <br />CUSTOMER ORDER DISPLAY <br />DIRECTIONAL SIGN SCHEDULE <br />A ENTER <br />6 0065 <br />( ` DRIVE -THRU <br />D THANK YOU <br />`\/ <br />T . <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 />RYAN <br />ENGINEERING <br />RYAN ENCI EERING.COM <br />CNN Ene r7 <br />• <br />Land Planting <br />• <br />Environmental <br />• <br />Surveying <br />Eden Prairie, MN <br />(952) 947 -9100 <br />I hereby certify that this pion was prepared by .,e or under my <br />direct superition and that I am a duly registered PROFESSIONAL <br />ENGINEER under the laws al the Slate of Minnesota. <br />DATE <br />REG. NO <br />0' 30' <br />SCALE IN FEET <br />60' 90' <br />NORTH <br />1. McDONALO'S ROAD 5014 AND BASE ARE BY THE 0100 CONTRACTOR. <br />CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. <br />2. BASES, ANCHOR BOLTS. CONDUIT, A010 PARING FOR ALL OTHER <br />SIGNS ARE BY THE GENERAL CONTRACTOR <br />3. 3/4" EMPTY CONDUIT TO LOCATIONS SHOWN AT THE LOT PERI- <br />I/07ER FOR LOT UGH0NG 15 BY THE GENFJRAL CONTRACTOR. LIGHT- <br />150 FIXTURES, BASES. ROLES. C0140010. AND WRING ARE BY THE <br />OWNER /OPERATOR. <br />4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR <br />BOLTS ARE BY 114E FLAGPOLE SUPPLIER. <br />5. PROPOSED U0U0ES ARE SHOWN IN SCHEMATIC ONLY EXACT <br />LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST <br />ECONOMICAL INSTALLATION. <br />6. THE CONTRACTOR SHALL COORDINATE W1T11 ALL UTILITY COMPANIES <br />TO DETERMINE EXACT POINT 06 5ERMCE CONNECTION AT EXISTING <br />UTILITY. REFER TO 114E 065DING ELECTRICAL ANO PLUMBING <br />DRAWINGS FOR UOUTY SERVICE ENTRANCE LOCATIONS, SIWE5, AND <br />CIRCUITING. <br />7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK <br />AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT <br />GROUNDBREAK. <br />B. HNSH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH <br />PAVEMENT. <br />9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW <br />TOP OF ALL WALKS AND CURBS FINISH GRADING. LANDSCAP515. <br />AND SPRINKLER SYSTEMS ARE BY THE OWNER /OPERATOR. <br />10. LOT UGHITN0 CONCRETE FOOTINGS TO CONFORM 51TH THE SOILS <br />REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. <br />10 <br />0 <br />0- <br />DESCRIPTION <br />0 <br />K <br />PAVING SPECIFICATION <br />(MINIMUM X" TOTAL COMPACTED ASPHALT THICKNESS) <br />CONSTRUCT ASPHALT CONCRETE <br />PAYENENT AS S ECTFIF0 861466 <br />PAVT.MUVT BASE SHALL BE o AGGRLGATE EASE NA7Ei4AL FOR A:.. PA.114* <br />CONFORMING TO *5000, SECTION 3138. CLASS 5, 1005 CRUSHED (MARRY ROCK. <br />3" BITUMINOUS BASE COURSE CONFORMING TO 914004. SECTION 2331. <br />BITUMINOUS TACK COAT CONFORMING TO MNDOT,SECTIOJ 2357, SS -1, <br />EMULSIFIED ASPHALT. 2" BITUMINOUS SURFACE COURSE CONFORMING TO <br />MNDOT.SECTION 2341. WHITE TRAFFIC PAINT MEETING 'MOOT. SECTION 3569. <br />CONSTRUCT CONOSTL PAVEMENT HET nw. <br />AN EXTERIOR S. CONCRETE PAW. NEEDNG 4000 P.S.I. • 25 DAYS Cr ACE WIN X5 TO XX <br />AIR ENTRAINMENT WTN X' RUMP. 20 X PO. MAXIMUM SAPOJT SCOPDINES WM CUTS <br />CLEANED AND CROWED WIN TREMCO GROUT. <br />NOR M0OGHAI6'S ENGINEER RESERVES THE NWT TO REQUEST A CG6ACTo5 <br />TEST AND/OR A CORE SAMPLE. M TESTS PROVE C4RRECI. PER ASP2 <br />SPEOFICADON. IE515 •L BE AT IRE EXPENSE Cr MNWALD.S. <br />C.C. 0 <br />MOMS, RILL BE WANCED. <br />LOT LIGHTING RECOMMENDATION <br />SECURITY UGHTINC LOT UCHT ASSEMBLIES 4581000- 1.04-09 -1.0 <br />64TH 1000 WATT METAL MAUDE LAMPS AND 22• POLES. <br />INCLUDING = DOUBLES. <br />NOTE: OECTN CONDUCTOR TO ORCUIT LOT UWTWG AS NOTED. <br />441 <br />INSTALL ALL PIXNRES • 3P ANGLE UNLESS NOTED OTHERS... <br />INDICATES GLARE SHIELD AND WTERNAL DACK6WT SHIELD FULLY ENGAGED. <br />PARKING INFORMATION <br />TOTAL <br />SPACES <br />72 <br />33 SPACES 9' -0" X 19r -0" 0 90 • <br />31 <br />SPACES 9' -5" X 18' -0" 0 90 • <br />SPACES 9. -0" X 18' -0" 0 60 <br />SPACES - X - 0 0 <br />UTILITY INFORMATION <br />SIZE TYPE LOCATION <br />SANITARY SEWER <br />WATER <br />STORM SEWER <br />ELECTRIC <br />CAS <br />SURVEY INFORMATION <br />O 5 <br />1d 8 <br />5 5 <br />5 <br />5 <br />MINNEAPOLIS REGION <br />U <br />0 <br />1650 W.82nd ST. p900 BLOOMINGTON,MN. 55431 -9888 (952)884 -4355 <br />O <br />6 <br />PREPARED BY: <br />DATE: 7/20/98 <br />McCOMBS FRANK ROOS ASSOCIATES. INC. <br />15050 23rd AVENUE NORTH <br />PLYMOUTH, MN 55427 <br />(612) 476 -6010 1.106A1 12105 <br />SITE AREA <br />1.86 AC.± <br />LEGEND <br />SANITARY SEWER <br />5 S 5 <br />WATER <br />W W W <br />STORM SEWER <br />S0 ST <br />ELECTRIC <br />E E <br />-5T <br />-E <br />OU- <br />ST <br />E- <br />-G C GAS O-G <br />LOT LIGHT C=0 LP:24 <br />PLAN SCALE: 1" - 30' <br />STREET ADDRESS <br />S.E.C. CSAH 23 & APOLLO DRIVE <br />CITY <br />LINO LAKES <br />STATE <br />MINNESOTA <br />PLAN APPROVALS <br />a <br />SIGNATURE (2 REQUIRED) <br />CO —SIGN SIGNATURES <br />0 <br />b <br />5 <br />5 <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. N0. <br />022 -0342 <br />C 1 <br />LINO.DWG <br />