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Tom` ma/ ran 1118- 111ETWIL 7E 1IRM zrr <br />Wr <br />3-cm. POST <br />6 CENTER TO CENTER <br />®RNISHED GRADE <br />9 FENCE ELEVATION <br />IH - [to- <br />30" X 30" STOP <br />SIGN MI -1 BY LYLE <br />SIGNS INC OR <br />EQUAL. <br />ENCR GRADE <br />REFLEC7IVESHi'c <br />ON ALUM. <br />3.1.D. X4'0.D. <br />WIDE CAST 517_ <br />RETAINING RING <br />THREADED FOR (2)1' <br />X 1 }SQUARE HEAD <br />MACHINESLREWS <br />-PLATED <br />$ -QL1OE <br />4' CMG SIDEWALK <br />6-S4ND CUSHION•I <br />=111 <br />11�- I1. <br />4 STOP SIGN <br />3/4'- 1-0- <br />8' DM. X 30-DEEP <br />CONC FOOTING <br />!8'X24' <br />ONE WAY SIGN <br />OR6-IR BY LYLE <br />SIGNS INC OR EQUAL <br />r LD. X 2; " OD. <br />G4LV. STL POST <br />DEEMED OUT FOR <br />MACHINESOLEW <br />REMOVAL <br />2.513).X29'0.0. <br />X 30' G4LV. S7L <br />PIPE SLEEVE (2)r <br />Du. H01.13 <br />FROM T.O. SIEEVE <br />Q)i• DNA. HOLES <br />6-FROM &O. SLEEVE <br />04 X 8SR. RE-BAR <br />7HRU POST <br />ENGINEERS <br />GRADE <br />REFLECTIVE <br />SHEETING <br />ON ALUMINUM <br />3 "LD. X 4' 0.0. X I -1/2" WIDE <br />CAST STEEL RETAINING <br />RING THREADED FOR <br />(215/8'X i- 1/2'SQ. HEAD <br />MACHINE SCREWS; PLATED <br />FINISHED GRADE <br />4' CONC <br />ADEWALK <br />6-SAND CUSHION <br />8' D.A. X 30" <br />FO LNG' <br />rLD. X 2.318- 0.D. <br />GALVANIZED <br />STEM POST <br />DISHED OUT FOR <br />MACHINE SCREW REMOVAL <br />2-I/2 "1.0.X1.9 -0.D. X30" <br />GALVANIZED STEEL PIPE SLEEVE <br />(2) 3/4-1714. HOLES @90 <br />3/4-FROM TOP OF SLEEVE <br />p (213 /4 "DN4. HOLES (1. 180 <br />qq 6 "FROM BOT OF SLEEVE <br />a <br />OONE WAY SIGN <br />ONOT USED <br />84 X 8- STEEL REBAR <br />THRU POST <br />frx24' <br />ONE WAY SIGN <br />7R6-IR BY LYLE <br />SIGNS INC OR EQUAL <br />ENGINEERS <br />GRADE <br />REFLECTIVE <br />SHEETING <br />ON ALUMINUM <br />3'LD. X 4' 0.D. X I -1/2 MDE <br />CAST STEEL RETAINING <br />RING THREADED FOR <br />(2)5/8'X 1-1/2' SQ. HEAD <br />MACHINE SCREWS: PLATED <br />RNISHED MADE <br />4' CONC 1� <br />SIDEWALK <br />6' SAND CUSHION - 111 <br />8'88A. X 30" <br />DEEP CONC - 1 <br />FOOTING <br />6 <br />U <br />2' LD. X 2 -3/8' O.D. <br />GALVANIZED <br />STEEL POST <br />.'{SIRED OUT FOR <br />MACHINE SCREW REMOVAL <br />I/7 -:.i. X 2.9' O.D. X 30" <br />GALVANIZED STEEL PIPE SLEEVE <br />(2) 3 /4"DUA. HOLES • 90 <br />3/4' FROM TG1P OF SLEEVE <br />(2) 3 /4 -DIA HOLES P 180 <br />6' FROM BOT. OF SLEEVE <br />84 X B' STEEL REAR <br />THRU POST <br />8 DO NOT BLOCK DRIVEWAY SIGN <br />7/4'- <br />72 X 18'WHITE ON <br />BLUE HOC?. PRIG <br />SIGN W/ 8200 FINE <br />SIGN 0R74A BY LYLE <br />SIGNS INC. OR <br />EQUAL <br />12"X 6' VAN <br />ACCESSIBLE SIGN @ <br />VAN STALL ONLY SIGN <br />AR74B WHITE ON <br />BLUE BACK-GROUND <br />BY LYLE SIGNS INC OR <br />EQUAL c <br />ENGINEER'S GRADE <br />REFLTi71VE SHEETING <br />ON ALUM. <br />8.0. SIGN <br />/EL48-- 60'AF.c. <br />ROUNDED CONC TOP <br />6 DIA. X T-O' LONG <br />STD. 575. PIPE. RLL W/ <br />CONC. PAINTTO <br />MATCH PAC-CAD <br />INTERSTATE BLUE <br />DE <br />2" Lo. X2}' <br />D.D. G4LV. S`iL1i <br />STEEL POST <br />PROVIDE PTTCHID <br />SMOOTH CONC RN. <br />_._. BRUMWOUS PAVEMENT <br />BASE <br />I�IN I <br />- II1� 11 =11� 1 I 111 =1 <br />C) HANDICAP SIGN WITH BOLLARD <br />3/4'- 1•-0• <br />4' CONC <br />SIDEWALK W/ <br />EXPANSION 6 T <br />JOINT <br />17' <br />4 DIA. CONC <br />SONOTUBE FTC. <br />UNDISTURBED <br />SUBGRADE <br />-I) E.I'-_= �: i1�RN QTUSHED <br />I I- III -�I 111 f -1 1 I- AREAS <br />OCURB WITH SIDEWALK <br />FABRICATED METAL LIT SIGN BOX <br />80 S.F. MAX <br />UMESTONELEDGE <br />(MATCH BUILDING) <br />STONE <br />(4470I BUILDING) <br />Itt1 <br />maw <br />'11111 <br />1 111 <br />MEMO <br />r <br />TENANT' <br />TENANT <br />TENANT <br />TENANT <br />TENANT <br />TENANT <br />TENANT <br />TENANT <br />1111. <br />11811 <br />=M <br />MOM <br />111111 =Mai <br />11811111111T11111118111T��1��1�t %II l <br />11REMRI711B811r1t110,-0. 1m11t/11r1t1ia1 <br />10' -0• <br />16.1" <br />OMONUMENT SIGN ELEVATION <br />1/4'- I-O- <br />30 -x 30' <br />DO NOT <br />ENTER SIGN <br />ORS-I BY LYLE <br />SIGNS OR EQUAL <br />ENGINEERS <br />GRADE <br />REFLECTIVE <br />SHEETING <br />ON ALUMINUM <br />3'1.0. X4'OD. X 7- 7/2'W70E <br />CAST STEEL RETARMNG <br />RING THREADED FOR <br />05/8 X 1.1/1SQ HEAD <br />MACHINE SCREWS; PLATED <br />REBATED GRADE <br />{-GONG <br />SIDEWALK <br />r LO. X2.3/r 0..D. <br />GALVANIZED <br />STEEL POST <br />ismir A111171r. ▪ t1E•0 111, R1Y <br />DISHED OUT FOR <br />MACHINE SCREW REMOVAL <br />- 2.7/1LD. X 2.9'OD. X 30' <br />CLVANQED STEEL 81852181 <br />(2)314' DIA. N0Lz 0790 <br />3/4' FROM TOP OF SLEEVE <br />(213 /4'DI . HOLE @ 180 <br />6'FROM SOT. 085738115 <br />6" SAND CUSHION ±' --:- .:I wig <br />J bC <br />O <br />11 <br />DEFT CONC I 1e1� ^ - THRU POST RE-BAR <br />FOOTING 11 <br />8DONO1 <br />TEN <br />7-0• <br />12'X 18' WHITE ON <br />BLUE HOC'. PR= <br />SIGN W/ 1200 FINE <br />SIGN 84744 BY LYLE <br />SIGNS INC DR EQ. <br />2'LD. X2 POD <br />. <br />GALV. STL POST <br />GRADE <br />ENGINEERS GRADE <br />REFLECTIVE SHEETING <br />ON ALUM. <br />8.0. SIGN ,L <br />/EL48'- 60'A.F.G. <br />- ROUNDED CONC TOP <br />6 DIA. XT -0-LONG <br />STD. S1L PIPE FILL W/ <br />CONC. PAINT 70 <br />MATCH PAC -DAD <br />INTERSTATE BLUE <br />TIII I <br />1' UNDISTURBED <br />SUBLRADE <br />12 HANDICAP SIGN WITH BOLLARD <br />PROVIDEPITCED <br />SMOOTH CONC. FIN. <br />BASE <br />24' DIA. CONC <br />A:MOT118EFlt. <br />3/C - <br />6 2. 1r <br />BRUM/NOUS <br />PAVEMENT <br />PAVEMENT <br />- 6" I0017 GEMMED <br />T -CRA0E _ i- ll BASE ALL <br />IN <br />OCURB DETAIL AT SOD <br />1 ". 1•-0' <br />_idginh.Immse k <br />1 <br />4' HARDERANK=LNG' <br />UMES(0NE LEDGER <br />1�t1�1u1t�11�11�1W�1 <br />-- 0��- -■ -■ -. CULTURED STONE <br />t�tttltt�tt�lt�t1�11�1 <br />NOTE FOR MORE DETAILED <br />alma MATERIAL INFORMATION. <br />- - - - - - SEE SHFFTA4.1 <br />12 <br />PAINTED VENT <br />VINYL MAIM 00440) SHAKE <br />PREFINLSHED METAL FASCIA <br />FYPON BRACKET <br />OTRASH ENCLOSURE ELEVATION <br />1/4 -- <br />16O LIGHTFOLE ON 24' MST (N.T.s.) <br />ACCESS HOLE WITH <br />COVER 8 GROUND <br />LUG BEHIND COVER <br />(4) 3 /4•X 25• <br />ANCHOR BOLTS <br />RAUSHED <br />GRADE <br />EL 100'-0 <br />NSTALL <br />CONT <br />BELOW <br />FROST UNE <br />18 <br />2 <br />swr Wa." "Mr"NG ...!? "`3117^nri�I1W- 01r8T11E 4,• "'" R 10•01111 ..: : MEM. ... <br />METAL HALIDE 400W <br />554.5501116 'MEDALLION- <br />SEESHEETEI. <br />STEEL LIGHT POLE <br />WITH MEDIUM <br />BRONZE FINISH <br />COVER <br />GROUT TO CONC P� <br />REINFORCEMENT <br />6 <br />0 <br />6 <br />24' 1714. <br />NOTE. • CONC BASE <br />POLE. FATURC & BOLTS STTO�AABIE <br />OF WITHSTANDING A MINIMUM OF <br />90 MIN WIND & GUST FACTOR <br />DEFLECTION SHALL NOT <br />EXCEED SX <br />93 TIES 11r0.0 <br />(5)0S VERTICAL <br />OSEa1ON A <br />POLE REINFORCEMENT <br />MMILMEIMIMIRMLIIIIIIMI OMNI =MIME= MR <br />i- <br />MENU <br />= <br />MINIM <br />RUN CONDUIT <br />0 WIRING 7O <br />OTHER FIXTURE <br />ACCESS HOLE WTTH- <br />COVER B GROUND <br />LUG BE HIND COVER <br />(4) 3/4•X 25' <br />ANCHOR BOLTS <br />ROAR <br />METAL HALIDE 400W <br />AAL -7OWNE COMMONS' <br />2151488(551. <br />STEEL LIGHT POLE <br />WITH MEDIUM <br />BRONZE FINISH <br />COVER <br />(ROUT BASE PLATE <br />7O CONC PIER <br />6 6 <br />u <br />6 <br />INSTALL <br />CONDUIT <br />BELOW <br />FROST 7 <br />UNE 4 <br />6 LIGHT POLE DETAIL <br />r/2"- 7'-0" <br />OTRASH ENCLOSURE ELEVATION <br />1/4'- I4r <br />irk <br />I0' -0- <br />I - 1 <br />I DUMPSTER <br />I I <br />L -J <br />r � <br />I <br />0UMPS7ER <br />I I <br />L � <br />RECYCLING <br />gib <br />war <br />OTRASH ENCLOSURE PLAN <br />I/4•. 1 -0" <br />0@ <br />0 1-4 o <br />Ld <br />d• <br />000 a <br />raj <br />A. PETER MGM 015862 <br />1I1owlyee 8frth , I6 tuna.M,tr4lwew <br />.a, Puna M s•e w sNSSry,ssarmNll <br />..mnm wm <br />� <br />lu., <br />a®s <br />JUL 2 1 200 <br />CITY OF LINO LAI< <br />n <br />tF <br />aQpj <br />t, <br />BID DOCUMENTS ISSUED 5.1606 <br />Drawing H78/11O38 <br />CITY SUBMITTAL 12.1205 <br />REVISED CITY SUBMITTAL 2 -17-06 <br />677708D CITY SUBMITTAL 3-28-06 <br />REVISED CITY SUBMITTAL 7 -21-06 <br />Supervising Office <br />St. Paul, MN <br />752Sh0IWat r Road <br />Mahlomed, MN 55115 <br />P. 88.631.700 8: 651.631.1500 <br />Pro lea Amhara <br />A. PETER HILLER <br />P10l4R71< 010170 8V �1r km By <br />RAC6 -010 SEB /AA SGC <br />Sheet Number. <br />SP2 <br />6 <br />ES <br />