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x <br />X <br />I <br />X <br />x <br />ma <br />• <br />STRAW <br />X <br />CONTRACTOR SHALL PLACE STRAW <br />WADDLES IN ACCORDANCE WITH <br />SECTION 13 OF WATER POLLUTION x <br />CONTROL SPECIFICATION. PLACE <br />STRAW WADDLES ON STOCKPILE AT <br />x <br />10' CONTOURS INTERVALS. <br />x <br />EXCAVATED SOIL STOCKPILE AREA C x <br />CONTRACTOR SHALL PLACE STRAW <br />WADDLES IN ACCORDANCE WITH <br />SECTION 13 OF WATER POLLUTION <br />CONTROL SPECIFICATION. PLACE <br />STRAW WADDLES ON STOCKPILE AT <br />10' CONTOURS INTERVALS. <br />EXCAVATED SOIL STOCKPILE AREA A <br />EXISTING ACCESS RAMP <br />AREA 2A <br />X <br />I <br />X <br />x <br />x <br />x <br />x <br />X <br />0 11M3M4 ISSUED FOR CONSTRUCTION SAH SAH JVR JVR <br />- — --� DATE OF ISSUE: 11/13/2018 <br />DESIGNED BY: SAH '` S <br />SAH DRAWN BY: <br />------ - _ 6 512 <br />CHECKED BY: JVR CIVI <br />REV. NO. DATE DESCRIPTION DRAWN BY DESIGNED BY CHECKED BY APPROVEDBY APPROVED BY: JVR. ___.__.____—___- F OF CP, <br />This drawing has not been published but rather has been prepared by Geo -Logic Associates, Inc. for use by the client named in the title block, solely in respect of the construction operation, <br />and maintenance of the facility named in the title block. Geo -Logic Ass ciates, ash ll not be liable for the use of this drawing on any other facility or for any other purpose. <br />Jr <br />&Ws --v 191A <br />GeomLoi <br />s <br />ASSOCIATES <br />143E Spring Hill Dr, Grass Valley, California 95945 <br />Seo-logic.com 1530.272.2448 <br />X -- X --- X <br />MODULE 2B <br />FOOTHILL SANITARY LANDFILL <br />GRAPHIC SCALE <br />150' 0' 75' 150' 300' <br />LEGEND <br />m&nR ♦• • <br />EXISTIING MW40R C• • <br />EXISTM SUILD11MG <br />c PAVED • ! <br />EXISTM UNPAVED ROAD <br />EXIISTM FENCE <br />PROPOSED M04OR CONTOUR(4) <br />EXISTUG LOOM UWTS <br />PROPOSED <br />a� ar •����PROPOSED CLASS N AGGREOATE <br />PROPOSED ROCK SLOPE PROTECTION <br />PROPOSED _ BLOCK <br />PROPOSED LJMITS OF • • S • <br />EXISTING UTILITY POLE <br />SILT FENCEM <br />450 <br />1 EXISTWO 9AM CM AERIAL SURVEY PERFORMED BY <br />ANDREW GEOUATICS ON JUM U, 2018. <br />2. �C/OyN��TpRA��CR TOR SHALL FLAG AND PROTECT ALL EXISTING MONITORING <br />GW7r1 1 . <br />3. CONTRACTOR SHALL PROTECT ALL UTILITY POLES. ANY DAMAGE TO <br />POLES OR LINES TO IIS REPAIRED AT THE CONTRACTOR'S EXPENSE. <br />4_ CONTOURS SHOWN MODULE 28 REPRESENT IN GEOMEMBRANE LINER <br />GRACE. <br />5. SILT FENCE SMALL W A INE.I3I.I E EXCLUSION FENCE. THE EXCLUSION <br />FENCE SMALL N M SILT FENCE AT LEAST 14 INCHES <br />IN HEIGIHT AMOK GROUND AND HUFAM 8-r?I INCHES BELOW GROUND. A <br />GATE FOR THE STAGM MEA TO ALLOW ENTRANCE/EXIT SHALL BE <br />CLOSED EACH DAY AT THE END OF WORK AND SECURED WITH SAND <br />SAGS. <br />DRAWING NO. <br />HYDROSEEDING AND <br />STOCKPILE PLAN C05 <br />AU17.1254 <br />ISSUED FOR CONSTRUCTION <br />