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W FLOOR ELEV.•909.5 i t'J~ i it ~?'l ~ t i f i 1r~, ,.~~i~~ ~ ~;i 'i IPi1,'. if~.:i'/ Wo~~°-~~ <br />M Z ~ ~ ~ t i M O r' w,.~ O i ~ n., i ~ ~ t I~I! ~ ~ ~ F i r 4 ! ry i' fla.. $:36.^8 s~ v. W t ,n... .'i' j. Iles, j~Sj+.%:1 <br />. 1 a O 1 1 l I Q'~.\. ~ i <br /> f., % ~ <br />CYO \ ~ , / ~:~i ~ I j I it ~ ~ i l ~L....~'' o.?i % j~ ~ 1 / <br />r 24' C7 1 , <br />Z t t <br />/ J 1 t o:, <br />• ~j ~ i , 1 , j t / ,r%f ~ / / BENCH MARK: TOP NUT HYDRANT AT <br />....y.. i t r ~ y~• f `•,,'~'i., . ~ ' ~ / ELEV TION~T925r 6AFEETS (1929 NCVD) D E <br />r WJ i / , ' - / <br />PAno ~ J. r`. ` J/ • <br />s - / / ii ,I~ ...i. <br />'~J~~ i / Z <br />`J i / `,J' ; <br />+D~ / , j , / / NOTES: ~ ~ <br /> W / ORIGINAL TOPOGRAPHY WAS PROVIDED BY BRW, INC., DATED W Z <br />\ . 1 O STEPS \ 5 oocK a) ~ / / SEPTEMBER 26, 1989. BASE CONTOURS AND OTHER FEATURES Z W <br />05.5 ~ / i / / r' I l 6612 ~ ` r / HAVE BEEN UPDATED PER CLARK ENGINEERING GRADING AND J Z O <br />i ~ ! j , CURB & GUTTER a > • ff i t i i' % / DRAINAGE PLAN, DRAWING N0. C1, DATED FEB.,1993. ~ / / PROPOSED CHANGES TO SITE PER CIARK ENG. REFERENCED ~ <br />.A ~'U / / DRAWING HAVE NOT BEEN FIELD VERIFIED. <br />ll'Y ~i ~ <br />t ~ J / O WZp / z_ / CONTRACTOR SHAH FURNISH ALL PERMITS AND COMPLY ~ F- <br />a ,.5; i ~ \ , /•s? i 30'R ? ~ ~ ~ / WITH ALL REQUIREMENTS OF THE CITY OF NEW BRIGHTON, ~ _ <br /> / RAMSEY COUNTY, RICE CREEK WATERSHED DISTRICT AND Q W a ~ <br />PROPOSED DRNE ~ ~ ' / / / THE STATE OF MINNESOTA; AND SHALL BE CONSIDERED ~ J / INCIDENTAL TO THE CONTRACT. ~ W ~ <br />~ a 04,4 \o N / / cc CO <br />rK - _ ...spas. ~R + % / / G <br /> W W <br />+ ~ SILT FENCE Ji/ i / ~ Z <br />l / Y ' i i I ; , 1,~ J LEGEND: (PROPOSED SYSTEM) <br />~ J J i' / / <br />~ t i~ i~ ! J J.;JJ /i. <br />E + r''` ~ ,i r 1! / i / J / Ji' ~ 2 50UARE SHARPENED WOOD POST - :D WOOD POST 912 DRIVE AND FUTURE CONTOUR ELEVATION <br /> - 9~ 2 - - 1997 flAY CONTOUR ELEVATION <br />! J ; ~y~'~ ~ , ~ w <br />i j I ~ ~ / j ; ; X11 ~ APPROVED GEOTEXTILE FABRIC i ~ / i i J }TEXTILE FABRIC <br /> FABRIC SECURELY OB.6 SPOT ELEVATION (LAST TWO DIGITS AND TENTH) ~ ~ ~ FASTENED TO POST w <br />r ~.+'i 1 j /ii! i/ / J J i / / LAY FABRIC IN TRENCF i ~ iii j / / /!t ; a;?' O / FABRIC IN TRENCH ~ ~ ~ ~ ~ SILT FENCE ~ O ~ W ~ a <br />i! / 2 <br />J ! 1, J / .I -1~ / ! i ~o .J / J'/ i J / i~ I I~ I I i ~ I I~ I GRADE <br />i J /i i ~J' / ii'/ / / 6" ~IFz ~ <br />i ~ i! i / i/ /~i,J J J G~ I / / J/ J' / BACKFILL OVER THE TOP OF j s / j / / / ii' s" ~ -III-11 ~II~II I= OVER THE TOP OF w ~I <br />! J' / / ? • r ~ / FABRIC dt COMPACT THE SOI COMPACT THE SOIL ao <br />j ! I /i / / /J / i ~ r ~ ~ ! / r r <br />j 1 ! 1 J j/ 1 i J / 1 <br />% / j ~ / / i / J ,t ~ / NOTES: fTES: <br />j f / ! r ! ' / / 1. POST SPAC 1. POST SPACING SHALL NOT EXCEED 8 FEET <br />j jil Ji t, / t,+ J,/ i ;1 ` J / 2. GEOTEXTILE TYPE OR A 2 TYPE ORILAPPROR1I~CDSEHQ LOBE "MIRAFI" SCALE: 111 = 60' <br />~ ~ j'/ : ,:i;/:! 3. TRENCH SF , j, 3. TRENCH SHALL BE A MIN. OF 6 INCHES <br />i ;ir% / DEEP BY f ~ r: %J / / ...i.; + . / i / DEEP BY fi INCHES WIDE <br />f / iiii I j•~--APPAR NT ~1TILITY EASEMENTS j' _ • SILT FEP <br />PER CI AS-BUILTS / ~ / / SILT FENCE CONSTRUCTION <br />% g.~ / <br />r J; / <br />i a" J / Z 0 <br />~ V iP (i <br /> <br />;\w,~ f/ / ~ / i,/,!i,'./ / DRAWN BY <br />tij . ' ///,/i / <br />/ ~ ~ / TLH <br />r ' / CHECKED BY <br />~,y ,Ji, J so 0 6a 12o BAW <br />a~ / / DATE <br />- <br />/ 8/5/97 <br /> PROJECT NO. <br />C97087 <br />SHEET NO. <br />C2*0 <br />SHEET 2 OF 2 <br />