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<br />+ - - o-- - + - - - ~,~sTO_, RM SEWER - _ 892 ~ o
<br />~ EXISTING 18" STORM SE ~
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<br />tot ~ 46 ~ tool ~ 70~ EE DETAIL BELOW u
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<br />LUMBER, w E ToP oP HYDE Nw coR,•.,~2 w o Q
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<br />4"x6" POSTS, 4' C-C MAXI EROSION C MUM. ONTROL NOTES TES S ~w~
<br />6 NOTE I YEAR HW 88 L 6.2 SCALE ; I 20. D I Z C~ 3
<br />UPON SATISFACTORY COMPLETION OF GRADING OPERATIONS, TOPS ATIONS, TOPSOIL SHALL BE ~ Z
<br />8 8 SPREAD OIVER ALL DISTURBED AREAS OF THE SITE WHICH ARE NO FOR PAVEIMENT OR BUILDING CONSTRUCTION. TOPSOIL SHALL BE VHICH ARE NOT SCHEDULED ~ Q ~ IL SHALL BE SPREAD TO A
<br />DEPTH OF FOUR INCHES. SEED CONFORMING TO Mnl00T MIXTURE I 885,8 SHALL BE PLACED AT A MINIMUM RATE 0 OT MIXTURE NUMBER 7 O 10 2D 40 Q O
<br />NORMAL 885,4 ' ~'Cf, ~ F 35 POUNDS PER ACRE. ~ SHALL BE PLACED AT A RATE OF TWO TONS PER ACRE AND SECT )S PER ACRE. STRAW MULCH ~ ~ CRE AND SECURED WITH ~ ~
<br />WATER EL.:885.2 4" !E 885.2 , • JUTE OR POLYPROPYLENE NET. ALL TURF ESTABLISHMENT SHAL SHMENT SHALL BE IN
<br />A ACCORDANICE WITH THE APPROPRIATE SECTIONS OF THE MINNESOT a a OF TRANSIPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTI
<br />.a a 4 EDITION. X00 MAY BE USED IN PLACE OF SEED AND MULCH. SOD ICON TRU~TIONDE9~A3TMENT LEGEND MULCH. SOD SHALL BE
<br />I' LASS I RIP RAP STAKED OIN SLOPES STEEPER THAN 6 TO I. G1 a Lt p
<br />8' ~ ~ a EROSION CIONTROL FENCE SHALL BE INSTALLED WHERE SH W EXISTING CONTOURS - - - - 900 - - - - -
<br />ER0510 ( 0 N ON N C ONTROL FENCE SHALL BE MIRAFI EROSION CONTROL FED iE SHOWN ON THE PLANS. CONTROL FENCE OR EQUAL, PROPOSED CONTOURS 900
<br />I' MIRAFI 14 N F OR SNOW (FENCE WITH FILTER BLANKET. 0 ILTER
<br />FABRIC UNDER FILTER
<br />COARSE FILTER 4' MINIMUM BURY ROCK AND RIP RAP, NOTE ALL LUMBER TO BE ROCK, I ~1~"-3" EXISTING STORM SEWER --4
<br />TREATED, WOLMANIZED .
<br />OR EQUAL. PROPOSED STORM SEWER cB ~ _ sTM MH i
<br /> PROPOSED SPOT ELEVATION z898.~
<br />OUTLET STRUCTURE DETAIL PROPOSED EROSION
<br />CONTROL FENCE ~ - - " -
<br />SITE AREA 2,57 ACRES
<br />Sheet Number
<br />
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