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N <br /> ~ ~ <br /> C Z~ ~1~? <br /> C ~ > ~ ~ p O W ~ o <br />All PLAN [NMENSKINS ARE TO FACE OF CURB ~ ~ N ~ I <br />s" D 3" R 112" R A ~ N ^ +4 <br />SLOPE 3/4" PER FOOT TO FIMSHED GRADE 1 C C ~ ~ NN <br />T N OU 3 C C ~ <br />3 R \ S~ <br />~ n 1:1 SLOPE ~I,pS~ ::::::.::.::L <br />Z <br />Z O Iso.ao _ <br />12" MIN. 12" 8" 12" MIN AiATCM E70STNG BITU1RgUS EDGE ~ r R <br />~P ~ ~ ~ <br />b <br />2.00 u ~ 80~ R \ W a 4.5' R \ ~ \ ~ W ~ <br />R ~h ~ R ~ Zo ~,R 'Y' - a <br />NOTES: i 1. DIRECTION OF TRANSVERSE GUTTER SLOPE TO 0 o b b ~ <br />MATCH DRECTION OF ADJACENT PAVEMENT SLOPE. ~ 'rye ~ C7 ~ <br /> W W <br />JOR a t ~ a r~ ~0o p as <br />8612 CURB AND GUTTER IC <br /> O <br />1 _ 65. ~0 p' ~ <br />~ , 1 TYP. TY . / O Z <br />I 9oao I 8 ~ _ 90.00 ~ ~ ~ ~lh O ~ ~ ~ G 6,R ~'P ti ~x ` F1 j \ 71 ~ ~°WVl <br />I TYP. C ~ N ~ ¢ .1 <br />I I ~ 12 alRe AW r/ m ~ -1 ~ W ~ TER A <br />1 r <br />WEARING COURSE PER I I <br />MN/DOT 2331, TYPE 418 TACK COAT PER MN/00T 2357 ' 1 0 <br />(MODIFIED) j I CLASS 5 AGGREGATE PER MN/DOT f~ rA~a~ W <br />6TDER COURSE PER 3138, COMPACTED TO AT LEAST I I MN/DOT 2331, TYPE 316 98% MODIFIED PROCTOR DENSITY ~ I <br />1-1/2" b I t 195, H ~ r~~3 <br />3" ~ I n • ~ ~ I I n ~ ~a~m a 16,0' W ` ~ ~ t~~w <br />. , . , y„ ~ I N ~ ~ I I . y ~ z <br />~ x I EXISTINfG PLANT z I O I <br />SCARFY ANO RECOA~ACT SUBGRADE TO b ~ I M I SEE ARCIifECT PLANS N ~0 ` HN~W < ~ <br />AT LEAST 95% MODIFIED PROCIOR 12 x I A 1 DENSITY-PROOF ROLL PER MN/DOT 2111 I I 32.00 W z y o ? w 1 ` ~~az <br />ax I a , ~ ~ I d I W_ WNW a a ~ ~ <br />] ~ I CD I o <br />~ z I I a I N N 8 a a = 4"e~ <br />wa <br />HEAVY-DUTY BITUMINOUS PAVEMENT ~ ' I ~w I H ~ 1 Q: N N <br />~ I I CV ~ ~ <br />w I 1 24 I I 0 ? ~3 <br />I I <br />I I I ' m r. <br />1 I ( 1 PATq PATIO R 3 A <br />90.0' 60A' 1 <br />1 1 I I Q' w <br />I I 4,2.33 1 <br />1 I I I W AR <br />1 I H <br />STEPS pOp~ <br /> M <br /> Q W W <br />0 ,.R J Z z <br />190,1' 0. <br /> ~ ~ <br />~ ,R ~o ~o R U <br /> ~ Z z <br /> o ~ W o <br /> ~ W x <br /> c~ <br /> O W a <br />as <br /> ~ ~ ~ <br /> ~ W <br /> W z <br />,2soo <br />W <br />J t H U <br />F W <br />NOT A BOUNDARY SURVEY J LEGEND: a <br />W <br />PROPERTY LINE <br />c~ PROPOSED BUILDNG SCALE: 1" - 60' o <br />FUTURE ADDITION ~ m <br />°w ~ <br />CONCRETE ~ ~ ° rn ~ m <br />~ ~ <br />CONCRETE CURB ~ ~ ~ ~ q~ <br />~i ° <br />- EASEMENT LINE ° ~ ~ m <br /> CENTER LINE <br />~ ~ ~ ~ ~ a <br />'r° o ~ I a I <br />q w ~ <br />a ~ as <br />NOTES: DRAWN 8Y so o so >,zo PEN/BRW <br />ALL DIMENSIONS TO FACE OF CURB. CHECKED BY <br />Baw/BRw <br />PAINT CURB YELLOW IN ALL DRIVING LANE AREAS. DATE <br />11 A []/~I I 1 AA 7 <br />mmr-vn, i yyi <br />PROJECT NO. <br />93013 <br />SHEET NO. <br />C 1.0 <br />SHEET 1 Of 4 <br />