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<br />`~0 ~ ` ~ FLOOR ELEV.•909.5 ~ i t'~~ ~ ~ ~ W i it ~ ~ ~ ~ r i r ~ r 1 /~c~~~ % j~~/ ' fIr'V ~ix6 2 _ it v~, ~ o
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<br />w OJ ~ i ~ i i m f .I i / ~ I i~, ~ " ,,,~;f%~"j~' / / BENCH MARK: TOP NUT HYDRANT AT
<br /> ~f , / / EIEVAT10N~925.36AFEETS(1929 NGyD)D E
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<br />0 / i ' ~ / NOTES: ~ Lv
<br />r~ / 90 ~ 60 ~ ~ ~ / / ORIGINAL TOPOGRAPHY WAS PROVIDED BY BRW, INC., DATED W Z
<br />~ 5O STEPS DOCK tz. \ e 05.5 ~ i / / SEPTEMBER 26, 1989. BASE CONTOURS AND OTHER FEATURES Z W / HAVE BEEN UPDATED PER CLARK ENGINEERING GRADING AND Z
<br />i I i 8612 i / DRAINAGE PLAN, DRAWING N0. C1, DATED FEB.,1993. ~ Z O ~
<br />r > ; { i CURB dt GUITER h ,;7~.~ / ,i' ''r ~ ' ( ~r / / / PROPOSED CHANGES TO SITE PER CLARK ENG. REFERENCED ~
<br />CA _ ~ fi,.i I ~ / / / DRAWING HAVE NOT BEEN FIELD VERIFIED.
<br />i~ ! 05 I \ Z WZO Z ~Q Z
<br />- ! i` i / CONTRACTOR SHALL FURNISH ALL PERMITS AND COMPLY - J =
<br />30'R \ ~ i. / WITH ALL REQUIREMENTS OF THE CITY OF NEW BRIGHTON, D W a / RAMSEY COUNTY, RICE CREEK WATERSHED DISTRICT AND Q ~
<br /> / THE STATE OF MINNESOTA; AND SHALL BE CONSIDERED ~ J -
<br />` PROPOSED DRNE y~ / r \ N 04.4 \'~T `\6 .c^y i / / INCIDENTAL TO THE CONTRACT. ~ W ~
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<br />SILT FENCE r..' t ~ i / f,
<br />f ; LEGEND: (PROPOSED SYSTEM)
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<br />i ~ U"~y! ! i ! ~~:!i ~ 2" SQUARE SHARPENED WOOD POST - ED w00D POST 912 DRIVE AND FUTURE CONTOUR ELEVATION
<br />, P / - - 912 - - 1997 BAY CONTOUR ELEVATION
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<br />i ! ! ! ! / / ' 'i% i ,~P{ ! / APPROVED GEOTEXIILE FABRIC :OTEXIILE FABRIC J FABRIC SECURELY 08.6 SPOT ELEVATION (LAST TWO DIGITS AND TENTH) ~ v
<br />t i ~ % / ; i ~ ~ ! 1' ~ i ~ cr' \ ~ / r i , ! / / / ; / / V = FASTENED TO POST ,ri w
<br />/ LAY FABRIC IN TRENC ' FABRIC IN TRENCH ~ ~ ~ ~ ~ SILT FENCE _ ~ ~ W Q.
<br />f . ~ ii Pi/ i i/ O /
<br />! ~ ? :J rr~ ~ t ~~1 GRADE
<br />r i / i / / i j , i / GE~ / 6" ~Il~z t~
<br />.i / j! :!ii i / BACKFILL OVER THE TOP 01 6" ~~-'11-1~11~11= OVER THE TOP Of w ~I
<br />~ / ! i / !i FABRIC & COMPACT THE SC l j j% i iii%,~ r; r ~ / :COMPACT THE SOIL v
<br />i , ! ; ~ iii ~ NOTES: is % , ! ; z- ,.j / OTES:
<br />i I r / i ,~i~ ;'i / 1. POST SPAT I ~ ~ R ,i/ ! i : ~ 2. GEOTEXTILI 1. POST SPACING SHALL NOT EXCEED 8 FEET 2. G~EPEEO IL~PROVEDSEQ BE "MIRAFI" SCALE: 1 " = 60'
<br />r ~ 1` i./ / / TYPE OR
<br />r ~ < ~ 3. TRENCH 5 ~ rr .'.i~ /;~:i'%'i / DEEP BY 3. TRENCH SHALL BE A MIN. OF 6 INCHES DEEP BY 6 INCHES WIDE
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<br />if- APPAR NT ~1nLIN EASEMENTS ~ ` j= , SILT FEI SILT FENCE CONSTRUCTION
<br />' ; PER CI AS-GUILTS ~ ~ - ' ,
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<br />/ oRAwN BY
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<br />/ ii,~f CHECKED 8Y
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<br />i i so a so , 20 BAW
<br />/ ""i . / ! / DATE
<br />- ,'i , f2 /d7
<br />W/ v/ v 1
<br /> PROJECT NO.
<br />097087
<br />SHEET NO.
<br />C2.0
<br />SHEET 2 OF 2
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