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<br /> O°O°O°O° THE ROCK ENTRANCESHALL BE CONSTRUCTED PRIOR iO THEO°O°O°O° START OF GRAORTG OPERATIONSe o 0 0 ._—.0' S
<br /> i'q FL- �� -�OQO�ODO° 000000p0�• 2 THE ENTRANCE SHALL BE GRADED SUCH THAT POSITIVE DRAINAGE
<br /> C13 FL=857,0 INV=8437 - \� _ ' ��:°0000000°O°OIO DURING CONSTRUCTION BPROVIDED
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<br /> 1NV=853.4 �® /` Et , D 00000°00000°O' 3 THE ENTRANCE SHALL BE MAINTAINED W SUCH A CONDITION SUCH
<br /> / f 4140.9101. ' •j O O O O O THAT RPREVENTS AMID1RACKING OFF SITE.ADDITIONAL ROCK OR
<br /> • //( 1- A / E?• w' IRMO1W0,1 '�1. O�OpOQO'y' REPLACEMENT Of THE ENTRANCE MAY BE REQUIRED PERNJDICALLY SjoquastA9•chAtect,Inc
<br /> .e•L / / C'A O •M011W10 WKEOfl NE.
<br /> �' 09GI TN =' i ON VIE �Y.�• 2800 Unmsky Artnw SE,Smile 100
<br /> 1 IuIC°AIfE I INE ROCK ENTRANCE MAY BE REMOVED SW PRIOR TO HE Minwn pule,MinAnA 55414
<br /> �� t CATCH BASIN A°WEOAO 612 399 9233 Tie 612 379 9263
<br /> r 858.E / PLACEMENT OF AGGREGATE BASE
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<br /> /10, i '... �- �/ ® IYB3 SARiELV MN 56377
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<br /> 4. D r ° / I/ YRAIATCYI{ m iNV=845.5 O )RYEGRASS ARE INTEN DED TO I / EA:(B66 633-1830
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<br /> ! OVIIII IAIN NO E CON eACIW 1NAl{ 2 CON RACOR SHALL RFAtlVEWASHU N OfROM
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<br /> � iiw .I�PPP/I•.i. 2 .II7K.b7 ` � Y 2.RIP RAP SHALL BEM% D uR101pM1HCLNtt O SILT FENCE(MACHINE SLICED) NTs
<br /> �� ll�•� �Q n llfllfA C1TD • • J 3 RIP RAP SHALL BE •-- ME a 131003BI IAB.0
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<br /> COUNTY ROAD D 2-R BENEATH CONCRETE
<br /> 33(1OD — MINUS IN SLAB
<br /> ` fGf dllO/t SUBGRADE
<br /> 1/4 S. line of the SE. 1/4 of the SW. 1/4 'S. 1/4 cor. of /
<br /> of Sec. 32, T. 30, R. 23 Sec. 32, T. 30, R. 23----' 0 RIP RAP AT RAIN GUARDIAN SCALE:11•=30'
<br /> NO ( I I
<br /> 0 30 60
<br /> STORM EATER POLLUTION
<br /> PREVENTION PLAN
<br /> •PLAN VIEW
<br /> C-1O1 .3
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