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N <br /> N <br /> ~ Z ~ ~ ~ <br /> ' vs Z <br />ALL PLAN DI+~NSIONS ARE TO FACE OF CURB c L > ~ ~ o ~ W ~ I n <br />E 6" D C ~ ~ ~O ~ n <br />p 3" R 1/2" R A ~ N J ~ ~ n <br />SLOPE 3/4" PER FOOT ~7 1ti TO FINISHED GRADE 1 1 T , p U N ~ ~ ~y ~ N <br />3 _ C 3 R N 1/2" R P UJ cND~uv <br />...............:r..=.-.-.. ~ c <br />..........L°:::°::::::::: r, 1:1 SLOPE ::::::I ........................I................ <br />Z <br /> Z 0 <br />12" MT1. 12" 6" 12" MMI. HATCH E)a5TlIG BIRANOUS EDGE gyp. „ N ® 150.00 ~ - <br /> ® ~ ~ ~ ~ <br />b 2.00 ~ 60' R <br />I ~ ~ W Q 4.5' R <br />q R Z~ ~ ~ ~ ~ ~ W <br />NOTES: ~ 1. DIRECTION OF TRANSVERSE GUTTER SLOPE TO 0 0 o b 1~~ ~ ~ <br />MATCH DIRECTION OF ADJACENT PAVEMENT SLOPE, <br /> y8 ~ ry~ a W W d Y \ 0 j. ` ~Z Z <br />`FOR <br />8612 CURB AND GUTTER <br />I I <br />I TYP. ~ 1Y ~ ~n O dC_6W <br />1 , 90.00 6, R o C 1 ~ N <br />1 I TYP. C ~ ; _ ~ <br />1 1 1 12 CURB AFq \ ~ TER 0 ISLA r/ ~ ~ f~ U W ~ <br />I 1 <br />WEARING COURSE PER 1 1 } ~yP ~ <br />MN/DOT 2331, TYPE 416 TACK COAT PER MN/DOT 2351 1 I (MODIFIED) ( I ~o <br />CLASS 5 AGGREGATE PER MN/DOT 1 ~ BN+IDER COURSE PER 3138, COMPACTED TO Al LEAST 1 v ~ % ~ ~ o: i <br />MNIDOT 2331, TYPE 316 98~ MODIFIED PROCTOR DENSITY ~ 1 ~ c ~ ^ ~`p H~<~ W <br />1-1/2" b ~ 1 3" I ~ <br />~ ' I ~a~« b 1e.o~ W \ \ ~ ~ z ~ <br />o I E%ISTINC PLANT ~ ~ E 1 0 o Ig o <br />SCARIFY AND RECOMPACT SUBGRADE TO ~ o (g ~ I SEE ARCHRECT PLANS AT LEAST 95X MODF~D PROCTOR 12 z ~ A I N ~ p 0 t--~N <br />DENSITY-PROOF ROLL PER MN/DOT 2111 A 1 A x 1 I ~ Q o ? u 2 h O o w w 32.00 <br />~ 1 d I ~ to 1 i` I < ~ ~ <br />A x 1 ~ I <br />~ ~ I w a 1 1 N N I8 _q ~ < I = M1~ <br />HEAVY-DUTY BITUMINOUS PAVEMENT x , ' ~w <br />H 1 1 J'. N N <br />] ~ I r~ 1 I N 9 <br />24 1 I 0 <br />I I I 1 U M <br />1 1 <br />1 1 ( I PATp 90.0' 60.0' I R 54 <br />1 I <br />( I o M ~ 1~ <br />I 1 1 22.33 ~"q ? R V <br />I I 1 I <br />1 1 ~i <br />STEMS ppq~ ~ ~ H <br /> Q W w <br />b a~ ~•R J Z z <br />190.1' <br />~ P ~ ~ <br />$d aP U <br /> ~ Z z <br /> o ~ W o <br /> w w x <br />h~~ O a <br /> W W ~ <br /> C~ ~ ~ <br /> ~ W <br /> W z <br />125.00 <br />w J <br />H H H <br />U F W <br />NOT A BOUNDARY SURVEY LEGEND: <br />r w <br />PROPERTY LINE ° <br />PROPOSED BUILDNG SCALE: 1~~ = S~~ ° n ° <br />~ ~ m FUTURE ADDITION ~ ~ <br />0 <br />CONCRETE ~ ~ <br />W <br />CONCRETE CURB W ~ ~ ~ 4 ~ <br />- - EASEMENT LINE <br />~ ~ ~ <br />v - - CENTER LINE ~ ~ <br />M ~y a <br />o d, <br />a a ~a <br />NOTES: so o so 120 DRAWN BY <br />PEN/BRW <br />ALL DIMENSIONS TO FACE OF CURB. CHECKED BY <br />BAW/BRW <br />PAINT CURB YELLOW W ALL DRIVING LANE AREAS. DATE <br />uno~u ~nnz <br />Ivl/'11\".nl I JJeJ <br />PROJECT NO. <br />93013 <br />SHEET NO. <br />C 1.0 <br />SHEET OF 4 <br />