N LN X
<br /> ~ p to LL
<br /> N Z ~ cD cfl
<br />i j~~ O ~ O ~ O
<br /> w ~ o ~ I I ~ >
<br />i
<br />i t/~ -
<br /> ~ ~ ~..r.
<br /> a I ! I ~ oo N•~~c~ M ~ .
<br />i' i APPARENT UTILITY EASEMENTS ~6 PER CfTI' AS-BUILTS t UJ CO~~~
<br /> i y1 ~ 10 ~ O z c;;` '~a 1' `1
<br /> . ,141 , , ; 'S' ~ \ „ Z O ;i ~ 1 ~ ~ ; ~ 11
<br />y~~ .r... avi Y. °96.;16 ~ ~ T _ . ` , .n, q i 14" VCP SAN:''S'~WER ~ :4., ,~)i
<br />i / ~7 :N'V. ~i _ 1, • a l.. ..,.1Di ~;:.i.2+.i_._ r. 1 t
<br /> \ O \ \
<br />r ~ ! i ,rr~
<br />i ~ s , i f 3 4 ~ ~ j i , t f 'n.
<br /> f, ~ ~ O : Z O
<br />~ 'f 13.4 J. ~ ' p / ~l
<br />r' 3o~R \ N R~ i
<br />r ~ ~ 1 + I % y f
<br />~ ~ i ~ ? l ~ ~ ~ y ~j' ~i ~ ~ f 1,,i ~1~1, ~ f `irk ~ , ~ , .1,
<br />~ Ij a ~ 13.5 12.5 \ r I f Y i r j f , i r 1 % r, / i ~
<br />t i ~ i i j i ~ ~ r i
<br />! \ f ~ ~ ? i + ry' 1 ` \ ` ` ' ` pwa<
<br />i i \ + ~ ~ ti ` lt{ :~~r ~ ~ \`1\1 . \ ~ 1` 1\ 1 4 1 W W
<br />~ EXISTING , i; , i , ~ i / 1 \ \I` ,
<br />/ r ~ r / i f ~li i ~ ~if.~~ ~ ~ `V `1A ~4 ~ ~OC~
<br />j / , \ +
<br />(,J` ' r ~ I Z4y i i i r .X ' O i I i ~ ~ ~ ~4 a W ~ ~ C~ ~J,~,~ , „gyp ~ , 1~; 1 N ~ ~ ~
<br />w E i ' f-ai'-- i 7 ~"~i; 0 ~ t '.A l i
<br />r O t Q j it I ; ~ i i.. \ li ~ i V r: ~i Oa ~ 1 l li 1 ~ ; ~ Iy J .//w.,\~-'+~`''`,::~'• ~ i'^~ ~ ~ ~ ~
<br />~ I t • ; TEM 0
<br />i , 09.5 f i^;~ 'l I ACCESS D~ E ` N,. ~ , r, EXISTING p_ i ;~c, i
<br />~~1 p t t;: i/ ~ i' ~ BUILDING ! , 1 ; rc ~ ~ I • ` ,.;'lz ~ ~r jq.~, ` , 3-65" ARCH PIPE g
<br />a 0 O ~ t r:- 1 ' i. 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 />
|