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5.2
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1999
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12-28-1999
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5.2
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SITE PLAN , _... <br /> W ;n <br /> o zc w eo 1'" <br /> LOUIS 69111111119101111111111141001W11111.11 0 <br /> UNI IN Mr I .. .r'.I!:111119P.1,1, <br /> SULL IN FEET a 1. <br /> O a_ <br /> ' SITE DATA: <br /> e <br /> LOT AREA: 40,476 T.F. (.93 ACRES) 1n <br /> \ I - BUILDING ARTA: 1.704 S.I. ( 4 R) Z V¢o¢ <br /> \ f1 LANDSCAPE AREA 19.)66 S.F. (40[) CD ti% <br /> PARKING OHNE AREAT ta954 51. (17 e) _ <br /> (n a <br /> _ \ '1 I <br /> PANNING PRONDEO: W 8 <br /> STANDARDSTALLS <br /> 1.000 n°�IA <br /> OTKKING SPACES 9.00 W II <br /> ,I <br /> n <br /> \ P I SNF.PERGUIDEUNE PER COY: )[ V Al- I 1�.-4 1 STALL PER]00 Si.OF GROSS M AREA 5.66 m <br /> { <br /> I <br /> Y <br /> m m KCSE—E--f f_.T\— E—E___E_ YE—E E -,— \ 12._0.i <br /> ♦2r-P 11,7"' 500 2OD0 Ikli <br /> BIIL60A <br /> zf <br /> Y ILNDOgR 4<` ` I�._ }` 1 I `' <br /> CE WL ARN! I1VO/VO/%/)BHSTAN!OR. S1Ri0UD:AUIYMW'H06 SEiB10f,\ \ !� 1,'. I I D-N_ COMPOSRE MATERIAL <br /> \ I T n• <br /> iminsom ATTACHED TO COLUMNS <br /> \ ELECTRICAL FEED THRU <br /> \\C, \ �I ; I — ' CENTER OF POLE <br /> \ b I I la CONCRETE FOOTING <br /> TRANSFORMER <br /> 8 p G <br /> \ \ I 8 I o. SIZEO BE AND ERREIMINED PER <br /> CONDITIONS AT EACHSITE <br /> AT DS.OUTLET I I I g b �11 MONUMENT SIGN <br /> ) <br /> \ fi I of ie,. ,, D.. <br /> 0.1•-D' J4._0..1 )_. I <br /> PAD <br /> N ` 51, II k <br /> \ii; \ I <br /> Z <br /> I <br /> 1-7 La <br /> a <br /> Q„ 7-r-r+lr-a PARKING STALLS MEET STATE <br /> • I n I I" I I I �i AND SIGN °A.D.A.CODES <br /> 4y <br /> e9 0O �: ¶ 1 ® O < <br /> Ky. b MOUNTED ON FACE 1— 0 <br /> Y P7 I TA OF BUILDING Z N <br /> I I/2-COPPER wATER UNE a - i4J <br /> 1 _Ii, <br /> GV�IGT/6•�-R I-�- z Z Z <br /> ' 81 IA I / L� <br /> j \—. . ,. <br /> 4•INC SAN.SEER I_6 I = i r.._s_ I _p, y HANDICAP SIGN ) <br /> �. — _ . _ , I <br /> OD) ` T'-O.. N ! <br /> . I \ N <br /> ♦♦ O OI A I I O VERIFY LOCATIONS OF UTIUTTES < <br /> ♦ I PRIOR TO EXCAVATION CALL; '5'. <br /> ♦♦ I P'6 I -YI I I GOPHER STATE ONE CALL 1-600-252-1166 l3J <br /> \ b. �^46 <br /> b I - O CONTRACTOR TO VERIFY Z <br /> ♦!o� ♦♦ ,per I I I LouroNs of UnuTY m;es Z Y <br /> ♦♦"a,_ I Q 1' I O UNLESS NOTED CONCRETE CURB RADIUS O W <br /> -.i'1:‘,::\ [} <br /> \ ♦ I 0 U CB 1 I 4 2.0EDMNxS AND RAMPS: <br /> / I { O 2.500 P.S.I.NR-ENTRAINED CONCRETE <br /> .Q�•T� ♦ A 1 {'•DICK,BROOM rows++.SCORE ION <br /> 4'\ `T \♦ ♦ ! q/ • AAPPPROXIMATEEP ELY 4.-0 SQUARES 6O0 J <br /> \� ♦ \ T y 1 ORDS SHOWN.STALLS/ACCESS <br /> Q <br /> ♦ IARUNUHANDICAP 1:20 SL SITE A MAX SLOPE 1:50 /\ <br /> �.\� \ Ne <br /> C♦\ \`'X/p .� �de� �`�I / O HANDICAP <br /> SLOPE AT PARKEAING <br /> BETWEEN <br /> HANCICAP CURB RAMP AND PARXING STALL <br /> HANDICAP CURB RAMP MAX.SLOPE T:12 <br /> \\ N \ 1 q P / I I SEE THE FOLLOWING FOR ADMTIONAL REQUIREMENTS <br /> ! ! AAAA ` 1:1 hT-- - 1997 UBC OuPIER 11,CARCVANSI A117.1-(992, <br /> \ �a ,15 MINK.STATE BDRQNG COOK CHAPTER 134(1996)A <br /> \\ 8Q4 r N I Q MHN.ACCESSIBIUTT CODE CHAPTER 1341(199p) <br /> N.A. N. R2(`\ q / ©SEE BUILDING DRAWINGS TO <br /> \! /' co•' COORDINATE LOCATIOR OF <br /> •LP `m • MN / ENTRNACE AND EST DRNEWAYS <br /> \ CB J Tp ".'S <br /> !, T FOR ADDITWNAL DUMPSTER ENCLOSURE <br /> 5 T \ `�IN�NL'�{ / 6h / '/ tel\ O INFORWTIDN SEE BUILDING°RAVINGS(SH.AO) <br /> CB•\� / ' <br /> /. <br /> ,/ 4 _. O DIRECTIONAL SIGN •s.F. <br /> / C' ! ` \\ / j/ •/ O 20.-D.POLE: <br /> ALUMINUM POLE W/BASE <br /> . <br /> \ ♦ PLATE.ANCHOR BOLUS AND COVER. <br /> ! �L 4'1 APPROX.SIZE OF CONC.BASE:2•-6"F <br /> \ ♦ // GRACE.OUB 1.-61: <br /> XPOSED EXPOSED <br /> NIOEROM M11SHN <br /> ! \ / STONE FOR SMOOTH FINISH. VERIFY <br /> • / D \ _ Di:A AND SOIL INFORTmTINCONDITIONS N WITH RE MANUFACTURE <br /> / "\( UILLITY SERNCEO TO BUILDING 10 BE <br />,• h '\ /. COORDINATED WOI BURQNG ORAwINGS AND <br /> \ / A \ V.I.O.C.REPAESENIAiNE <br /> r <br /> NcEs <br /> MN(� 11•' 11 TO EOOTR G URLITIES LOCATED RVAST STREET. <br /> S. m `tt,, %4 \\ INOMDUAL BOULEVARDUTILITYTO COMP COORDINATED 1T6iN <br /> \ • /T ® k UTNm PLAE FORLONCCATE.NOSION CONTROL, <br /> �) <br /> \ (• <br /> SITE DATA TANEN FROM: ' <br /> SURvET BY <br /> \ \ \ ® RESIDER AND ASSOCIATES.NC. <br /> �, CML ENGINEERS AND LAND 51RFVEYORS NI <br /> 3440 FEDERAL DMA <br /> \y 6.w-��\ t �� SURE 240 <br /> EAGAN,MINNESOTA 55122 <br /> _ `.\ 651-452-5051 <br /> \, DATED:NOV.a 1999 <br /> _r-6•_lc '\ \^ \ I I Alii <br /> \� A �� , GRADING PLAN,EROSION CONTROL PUN XI <br /> m <br /> 1 RENDER AND ASSOCIATES.INC. p ^ m <br /> \ , 1 \\ �\ CML ENGINEERS AND LAND SURVEYORS m n C <br /> 3440 FEDERALODE CSURE 40 m <br /> \ FAWI?41NNESOTA 55122 .. 0 <br /> \ 1 1 <br /> t DATED:S�29,1999 2 ., m <br /> INDICATES SQL BORINGS G <br /> 1 SEE REPORT ERING ASSOCIATES. W Z Z y <br /> \ 43' <br /> B'/GREY ENGINEERING ASSOCIATES.NC. 0 W )._7 <br /> CONSTRU SALTION EMATENALS O.ANO <br /> S 4 W S g <br /> CONSTRUCTION?WO By: <br /> CONSULTANTS a.‘ <br /> o a <br /> 2630 AGRICULTURE DRM <br /> MAD.ON MSC.53716 <br /> • AAN 608-223-1651 No.606-223-1654 DATED:OCT.II,1999 REV. <br /> NOTES \� Q <br /> bt — — — 1( i <br />
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