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BRACE BAR <br />14" DIA <br />20' 0" MAX <br />PLUNGER ROD OR OTHER SECURE <br />METAL DEVICE FOR CLOSURE <br />TIES <br />AT 12" <br />CENTERS <br />GATE SHALL HAVE LOCKING AND HOLDIN <br />3/8" DIA <br />TRUSS RODS <br />SINGLE GATE <br />DOUBLE GATE <br />VEHICULAR GATE <br />NOTES <br />MECHANISM <br />11 5 GAUGE STEEL <br />CONFORM TO MNDOT 33762 <br />BRACE BAR <br />DIA <br />1 POSTS FOR VEHICULAR GATES SHALL BE NPS 3-12" NOM I D <br />AASHTO M181, 912 LBS /FT, 6'-0" LENGTH <br />2 FRAMES FOR VEHICULAR GATES SHALL BE NPS 1-12" NOM I D <br />AASHTO M181, 2 72 LBS /FT <br />3 CONTRACTOR TO PROVIDE KNOX BOX FOR KEY ACCESS BY <br />MAINTENANCE PERSONNEL AND FIRST RESPONDERS <br />4 GATE TO OPEN OUT AND HAVE POSTS FOR SECURING FENCE <br />GATES IN OPEN POSITION <br />20' WIDE ACCESS GATE <br />NOT TO SCALE <br />EDGE LAP <br />(1O min anchor spacing) <br />ANCHOR TRENCH <br />NCH 6adRllct" '1 <br />t <br />End Splice <br />END SPLIGE <br />(1tlmin anchor pacing) <br />TABLE 1 <br />MEMO Ej1211320:1121 <br />MUM =REIM <br />NOTES <br />1 SECURE BLANKET TO GROUND ACCORDING TO <br />MANUFACTURER'S RECOMMENDED ANCHORING <br />PATTERN AND MINIMUM SHOWN IN TABLE 1 <br />2 SPACE TOP ROW OF STAPLES AT 18 INCH BOTTOM ROW <br />AT 36 INCH CENTERS, AND ALL OTHERS AT 24 INCH <br />CENTERS APPROXIMATELY 30 STAPLES REQUIRED PER <br />SQUARE (100 SO -FT ) OF EROSION CONTROL MAT <br />J WHERE EROSIVE GULLIES HAVE DEVELOPED IN <br />BACKSLOPE, FILL WITH SOIL AND COMPACT PRIOR TO <br />PLACEMENT OF EROSION CONTROL MAT <br />4 4 FEET MINIMUM TO 8 FEET MAXIMUM OR AS SPECIFIED <br />PLACE STAPLES THE SAME AS FOR SPECIAL DITCH <br />CONTROL <br />5 4 FEET UNLESS SPECIFIED OTHERWISE FOR FORESLOPE. <br />PROTECTION <br />6 IF EROSIVE RILL HAS DEVELOPED ADJACENT TO <br />SHOULDER MATERIAL, FILL WITH SUITABLE SOIL AND <br />COMPACT PRIOR TO PLACEMENT OF MAT <br />ROLLED EROSION PREVENTION - CAT. 25 <br />NOT TO SCALE <br />OVERLAP GEOTEXTILE FABRIC <br />6' AND FASTEN AT 2' INTERVALS <br />WIRE OR <br />CABLE TIES <br />FABRIC <br />OST <br />`BEST T-POST WITH <br />ATTACHMENT TO POST <br />DIRECTION F RU! <br />SUPPORT POST ANCHORAGE <br />IN -SITU SOIL <br />SILT FENCE <br />NOT TO SCALE <br />NOTES <br />1 VERTICAL SPACING MUST BE <br />LARGEST AT THE GROUND SURFACE <br />AND SMALLEST AT THE TOP OF THE <br />FENCE TO ALLOW PASSAGE OF SMALL <br />MAMMALS, REPTILES, AND OTHER <br />WILDLIFE <br />2 MINIMUM VERTICAL WRE SPACING AT <br />THE BOTTOM OF THE FENCE SHALL <br />BE 8 INCHES <br />3 DEPENDING ON SOILS, UTILIZE <br />TREATED WOODEN POSTS DRIVEN <br />INTO THE SOIL (NARROWER END INTO <br />GROUND), AVOID THE USE OF <br />CONCRETE FOOTINGS <br />6' <br />NIX <br />PORT SPACING UP <br />STEEL FENCE POST, <br />5' MAX. SPACING <br />STD. FIELD FENCE, MIN. 30' <br />HIGH <br />GEOTEXTILE FABRIC -OVERLAP <br />FABRIC 6' AND FASTEN AT 2' <br />INTERVALS <br />LAY FABRIC IN THE TRENCH <br />FABRIC TO MEET MNDOT SPEC <br />3886.2.A <br />FABRIC ANCHORAGE TRENCH <br />BACKFILL TRENCH WITH <br />TAMPED NATURAL SOIL <br />IJOTEi ATTACH FABRIC TO WIRE <br />MESH AND SUPPORT POSTS WITH <br />RINGS OR WIRE TIES <br />HI -TENSILE STEEL <br />FIXED KNOT WOVEN WRE <br />MIN 125 GAUGE STEEL <br />SPAT ING <br />PIPONTAL <br />SPACING <br />WIRE <br />SPACING /, <br />() <br />VERT <br />WOVEN WRE WL <br />OT BE COATED <br />MIN 4" DIAMETER <br />`TREATED WOODEN POSTS, <br />W/NARROW END <br />PERIMETER FENCE <br />NOT TO SCALE <br />UNDISTURBED EARTH <br />�PF5) zc) <br />Q <br />S0, <br />44, <br />• <br />6-12" <br />3" CLEAR ROCK <br />MNDOT TYPE 3 <br />GEOTEXTILE <br />2° <br />NOTE <br />- STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED <br />FOR THE DURATION OF THE CONSTRUCTION PROCESS <br />- ROCK SHALL BE UNDERLINED WITH MNDOT TYPE 3 <br />GEOTEXTILE FABRIC <br />CONSTRUCTION ENTRANCE/EXIT <br />NOT TO SCALE <br />+ + <br />+ + + + + + + <br />+ + + + + + 4 <br />+ + + + + + + <br />- + + + + + <br />+ + <br />NATIVE SUBSOILS <br />+ + <br />APPROXIMATE EXISTING WIDTH. 14' <br />GRAVEL ACCESS ROAD <br />PM MAX 05MMIN CROSSSLOP6 <br />• • I�yI I I.--� <br />+ + + <br />+ + + + + + + <br />ISTNG FIELD ROAD <br />+ + <br />+ + + + + + + + <br />+ + + + + + + <br />+ + + <br />EXISTING FIELD ROAD TO BE TOP DRESSED WITH 6" <br />SURFACE AGGREGATE (MNDOT CLASS 5) <br />PER MNDOT SPEC TABLE 3138 2-1 <br />COMPACTION PER MNDOT SPEC 2211 3 <br />ACCESS ROAD CROSS SECTION <br />NOT TO SCALE <br />E0/ <br />water <br />ecology <br />community <br />EMMONS & OLIVIER RESOURCES, INC. <br />1919 UNIV. AVE. W. #300 ST. PAUL, MN <br />TEL 651.770.8448 WWW.EORINC.COM <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS <br />PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM <br />A DULY LICENSED PROFESSIONAL ENGINEER UNDER <br />THE LAWS OF TH6STATE OF MINNESOTA <br />DATE <br />NO <br />DESCRIPTION <br />02/18/2025 <br />IFPR - ISSUED FOR PERMIT REVIEW <br />03/10/2025 <br />2 <br />IFPR UPDATED PER CITY REVIEW COMMENTS <br />3 <br />DESIGNED BY ERK <br />DRAWN BY BMP <br />CHECKED BY' KDC <br />7 CEDAR CREEK <br />LANDFILL SOLAR <br />RAMSEY, ANOKA COUNTY, MINNESOTA <br />DETAILS SHEET 01 <br />DATE 02/18/2025 <br />LICENSE #54906 <br />4 <br />5 <br />6 <br />FOR JOB #1518-0020 <br />CEDAR CREEK ENERGY <br />RAMSEY, MINNESOTA, 55303 <br />SHEET 10 OF 11 <br />