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<br />T, ' 1 e u~ ,r 2 o n 1 ~t, ~r~ n~~ so , r~
<br /> Z~ x wood or attel
<br /> fence poll. mox. apocing
<br /> Wrre rrNSh relMorcement, Std. Overlap gsotextile foDric }isld fence. rein -1(Y high,
<br />~ and fasten at 2' mtervola mox, mesh spoc~nq 6~ and min 1 ~ gouge wir4 ~a optionar
<br /> Wrce fenGr nol required for this r~o~e~~t
<br />,i ~p 6p c ~ GeotexUk tobne - overlap tobri.: g' /i 8~ and losten of 2' iMerv<~la
<br />g1 u r lay fabric in the trench ~
<br />I I c ~ Fobrw: onMOroye tr«n..r..
<br /> b Back}IY trsnCh with tamped raturol soar " X~.
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<br /> of runoff p,recGon mss' c.;~:,;. r. ~ r i
<br />9"gyp ~ ~ ~ , 0 ~ I
<br />91 i ~ l
<br />0~ , a~ Y 3 1~ -,T( ~ S i ~
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<br /> E•ten~ wire mesh ~ ! u ~ {t Z"k`1~~-~}4y ~ t
<br />e 51 F PD ~1' ST S W R (Y R-;~ ' 0 4~ ~ E E B ~ , into trench ~ ~j' r~~}?Y~~+,.a'~3.r~t'
<br />g I 1 _ _ AIIN
<br /> support post anchorage ~ ~A.lt Wire mean is nut rtgwred
<br />» - yr-'_' ~ - - - ~ _ m-9itu s.,~l
<br /> SILT FENCE ROCK CONSTRUCTION ENTRANCE
<br />I.E g. g
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<br />9~1 9' 9 a E. 9 8. 0 I ~ pg
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<br />g~4. ~ n ~f'l N~~TE: -=INT~~~,I,-~T_~R -,Fir';~.L r f_~~I 'VEF~~IF I r__~.'ll_ATIc=~N 1~VL~
<br />~ ~ ELEVATION OF EXISTING SANITARY `~~EWER AND WATERMA!^~!
<br />i ~ 15 5 I ~ ~ 0 ~ 9 ~i
<br />,1 AND NOTIFY ENGINEER ,--,r- r.,~ r<,r ~,r`~~~ I~ r~~ ~r_,~, ~
<br />1 r
<br />' u 0~4 2 ~ ~ ~ ~ p2
<br />~6 ~2~ti p ~ x i .
<br />' i 5~ `co X06 I 1 ~ g1 n i 1 ~ 14• 9 9 the Infor'1 _1` _ ~'~r_,r~f`, ?rl ? ~:7' .1 V' ri,i', _ _ rl ~I•~ ~ 4fir'~ ~il~~l
<br />~ ~a' ~ 1~ location of existing utilities is not guaranteed to be occura!~~
<br />nr all inclusive. The ~ontra~tor is responsible for making hip,, ~-~wr~
<br />' I
<br />~ , determination as to the type and lot-cation ofy utilit;e~, ,a~, n-,r,~~ -~,~-i..c r,rlr ~ J: 1. J '-j~~r'I ~.;~F' tl-i tl I_itllll~"'.,
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<br />l I r~ ~ n , I ~C ~ _ ~I, _,r,ci~-~~: t,- _'k!;-.tin~~~1 ~ I, ;if - '
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<br />A ' K.E. 8.8` ~ ~
<br />~E 9
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<br />p1 ti, LEGEND
<br />.8 5 ~ i 1 ~ R.E 90 (~5 '124 I ~
<br />;g~ g ' - - 1 j X 9C%.4C I.E 90. 60 M.H. A - ~'RuPOSEG 3" F",'C SAN. ~~t.W. 1) X 9C%.40 pr~,~,,;sr~~ ~F,~,1 Llev7t~~~r~~ GENERAL NOTES
<br />~l ~ R.E. ~ T~) BY QTNER ~1 I p~ 5p 909 80 ; R _ 2) Denotes Direction of Surfa~,e L~r ~~in,~ge
<br />J.E. 904.60 ~ _ 3) Denotes Proposed Contour EROSION CONTROL NQTE'~ & IMPLEMENTATION SCH DOLE
<br /> 41 Denotes Existing Contour (1) PRIOR TO ROUGH GRADING, INSTALL SILT STOP FENCES IN LuCAT10N~ SHOWN
<br />~ OI ~ _ Denotes Silt Fence ADDITIONAL SILT STOP FENCES WILL BE REQUIRED WHERE LOCAL CONDITIONS REI_I~~IiF'F
<br />' 115 g k PROPOSED 8 DIP WATER AIN (2) AS EACH AREA OUTSIDE THE STREET AND PARk,ING 15 GRADED, PROVIDE NATIVE ?~~~r~`> ~!I-,
<br />' 90 3 ~0 ~ 15'~ P'd± 6 [ Ev ~~'T'~~"~~ • All Spot • All spot elevations are bituminous surface or SEED, AND MULCH ANCHQRED WITH A STRAIGHT SET DISC AS SOON AS PRACTICAL
<br />~ 5 1 »---t--»---> s 0`~~~ g ~ B ~ x 9 ~ ,utter t, AFTER GRADING. gutter unless otherwise noted. (3) MAINTAIN AND REPAIR SILT STOP FENCES (INCLUDE THE REMOVAL OF ACCUMULA rLL
<br />90 0 ~ R.E. 90 .00 4 ~ 0 ~ l I: lirJT~i vE._~i-TATItJN IS ESTABLISHED.
<br />~i I E. 90 .Ow.) 911 • 1 g4_
<br />0 ~ 45•I
<br />r 1 ~ ,gyp ~ 1 .
<br />,ig CTRAP~~IC SCAI_,I~;
<br />~ 908.85• ' ~ i !
<br />E 404. . 1 I _ ROCI', I_~NSTRUCTION A~,iE~~' Ri.)Ai ~ HAl L BE IN~-~TA~_1-E D ANC' MAINTAINED ~
<br />i' = ENTRANCES TO EXISTING HARD SURFA!~E ROADS. RUCK ENTRANCE SHALL BE N~ i E ~.S THAN 50' IN LENGTH A.ND AS WIDE A~ NE~ES`=,ARti• FnR TRAFFIr ~_I`~E , '
<br />V1 Iti F i~.i:. Jd., iii I ~ ~ is
<br />4 ~ _ T 0~ 8~ 4 I ~ ~ ~ p 1 tnch = 40 ft
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<br /> OATS: ~ /5/98
<br />SITE PLANNJNG 'NG ENG/NEERI~VG ~ hereby 4ert~~ry that tn;~ p/on wus prepcred 6v m.~ un~~°r
<br /> my direct supervise; ~;~~:i that I om r duly reyisteFed pro-
<br />401 COUNTY ROAD E2 fessfonol engineer under the ~aw's she Stvt~= of Minnesotr.;
<br />New Bri hton, MN 55112 ~ g >WE CONSUL T/NG ENG/NEE/~
<br />g 18G ~t XIN'c ~ c, ' 8ii ~t XINGTc~N A VENUE N. t . - , ~ - - - -
<br />GRCLE P/NES, IRCL E P/NES, MN 55014 (612 785 -104,3 JA TF ~ _ _ l~5 48 _ REG. NO. t ~ ~ '
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