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40' BAD 12" MIND <br />1"— 2' <br />WASHED ROCK <br />GECTEXTILE FABRIC <br />UNDERNEATH ROCK <br />NOTES: <br />0 MAXIMUM WIDTH OF CONSTRUCTION ENTRANCE IS 24 FEET. <br />® A MNDOT 3733 TYPE V GEOTEMILE FABRIC SHALL BE USED UNDER THE ROCK TO <br />PREVENT MIGRATION OF THE UNDERLYING SOIL IWO ME STONE. <br />® CONSTRUCTION ENTRANCE IS REQUIRED FOR ALL NEW HOME CONSTRUCTION AND NEW <br />STREET CONSTRUCTION. <br />LD CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT TRACKING OF MUD ONTO <br />ROADWAYS THAT ADJOIN ME PROJECT. THIS WILL REQUIRE PERIODIC TOP DRESSING <br />WITH ADDITIONAL ROCK OR RETAOVAL AND REINSTALLANON OF THE ROCK ENTRANCE. <br />REMOVE MUD AND DEBRIS FROM TRES AND VEHICLE UNDERCARRIAGE PRIOR TO LEAVING <br />THE SHE. <br />(1)ROCK CONSTRUCTION ENTRANCE <br />cs NO SCALE <br />U/yC,MP4Cr76 )g i01 BENCH NM <br />y <br />POND TYPICAL SECTION <br />C9 NO SCALE <br />2 EA 1/4X1.5' FORT <br />BOLTS NOT TO PROTRUDE <br />MORE TH 1 1' AEKNE <br />TOP OF AIL <br />5/8- SMOOTH w 0 <br />I- TO OUTSIDE OF MH <br />l <br />yx <br />1/2* S.S. ANCHOR WERE <br />:nw <br />12 RCP FFS <br />B' <br />A° <br />A' <br />V <br />POINT 'A' MUST BE <br />EMBED STAKES IN GROUND <br />HIGHER THAN POINT 'B` <br />10` MINIMUM <br />DITCH SECTION <br />FLOW <br />2"X2" WOOD STAKE <br />OR REINF. BAR <br />FIBER ROLL SECTION <br />NOTE' <br />STAKE TO BE INSTALLED AT AN ANGLE OF APPROXIMATELY <br />45 ON THE DOWNSTREAM 510E OF THE FIBER ROLL <br />ENSURE THAT STAKE DOES NOT PUSH DOWN <br />THE BEER ROLL FROM ITS FULL HEIGHT. <br />DITCH CHECK (FIBER ROLL) <br />C9 NO SCALE <br />WabPotl6MWhPoMN Mlmat <br />11 IMa 4ma'My I vMBOYser <br />9 5a.0xl Aombv�Mlm++W+VMe' <br />�i.a.m eNp+W`.yL <br />:.� evWANsgs..Wm. <br />I .¢n .RGNRhgl NNYI <br />T6 �w+MN�Rmm..�Na.m.wam+v. <br />SCREEN <br />5�B' SMOOM BRA <br />O <br />4 O.C. ENCH WAY <br />—1/4Y1.5' <br />FLAT BAR RING <br />1f/3 55 ANCHOR (4) <br />BOLTS (4) <br />5:. <br />5• <br />15' RCP <br />%81 OUTLET STRUCTURE E, mDoo I amET PIPE <br />'EliNO LE <br />COMPACTED <br />BACKFILL - <br />GEOTEXTILE TO — <br />OVERTAP THROUGH <br />TRENCH. <br />5' T-SHAPED METAL FENCE POST <br />(NEAR VEHICLE/CONSTRUCTION TRAFFIC) <br />OR 2"R2' WOOD POST <br />ENOH <br />� <br />6, MIN <br />UEI- <br />NOTE —SILT FENCE INSTALLATION SHALL CONFORM TO <br />MNDOT2573.3. TYPE Cl/C2 NEAR VEHICLE/CONSTRUCTION TRAFFIC. <br />TYPE C4 AT ALL OTHER LOCATIONS. <br />—MATERIALS SHALL CONFORM TO MNDOT 3886. <br />K_31 SILT FENCE <br />C9 NO SCALE <br />6'MIXTURE OF W %SAND, 20% COMPOST MNDOT TYPE2 <br />of <br />0 <br />SCARIFY EXISTING <br />SOIL To A 12' DEPTH NO I <br />PRIORTO INSTALLING F <br />SAND SACKFILL <br />INFILTRATION BASIN SECTION <br />C9 NO SCALE <br />ENGINEERED/STRUCTURAL FILL REQUIREMENTS <br />1) CONTRACTOR SHALL REMOVE TOPSOIL ANDANY ORGANIC MATERIAL <br />AS DIRECTED BY ENGINEER IN ALL AREAS OF ENGINEEREDr9TRUCTURAL FILL. <br />2) ANY ENGINEERELVSTRUCTURAL FILL MATERIAL SHALL BE COMPACTED IN TINCH LIFTS TO A DENSITY OF <br />96%STANDARD PROCTOR DENSITY. <br />3) GRANULAR BACKFILL SHALL BE COMPLETELY FREE OF ORGANIC MATERIAL B MAY NOT WNTAIN ANY <br />BOOKS LARGER THAN 3"IN DIAMETER. <br />4) GRADES SHALL NOT VARY MORE THAT 02' MGM GRADING ELEVATIONS SHOWN ON PLANS. <br />5) TESTING OF PAD AREA SHALL BE COORDINATED BY CONTRACTOR AND TESTING RESULTS SHALL BE <br />DELIVERED TO ENGINEER AND OWNER. COSTOFTESTINGISBYOVAER. <br />6) TESTING OF ENGINEEREDSTRUCTURAL FILL IN ROAD AREAS SHALL BE COORDINATED BY CONTRACTOR <br />AND TESTING RESULTS SHALL BE DELIVERED TO OWNER, ENGINEER AND CITY. <br />7) ANY FAILED COMPACTION SHALL BE REMOVED AND REWMPACTED AT NO ADDITIONAL EXPENSE TO THE <br />OWNER, EXCEPT FOR TESTING. <br />)/2 <br />)%4 (4" MIN) <br />GRANULAR MATERIAL BEDDING <br />(TO BE USED WHERF, IN THE OPINION OF THE ENGINEER, UNSTABLE <br />MATERIAL PREVENTS USE OF THE `EARTH FOUNDATION" DETAIL) <br />COMPACTED <br />BACKFILL <br />EARTH FOUNDATION <br />(EXCEPT SANITARY SEWER) <br />PIPE FOUNDATION DETAILS <br />C9 NO SCALE <br />os8 <br />dab <br />— <br />03 <br />wJ£ <br />Y <br />nE„ <br />_ <br />a" <br />`a <br />E <br />FOR <br />�n <br />RD E p <br />003a <br />00 <br />�1 RIPRAP AT RCP OUTLETS <br />C9 NO SCALE <br />ERiCKSON <br />Civil. <br />333 NonE Mw So-ee. Sme IDI <br />.SBDmatm,(612) TLm52 <br />PAooe (612)309dwM <br />WwWmeksoDavaRsecom <br />1)RAWIIYG PHA514 <br />J <br />//uGr�q[oEGOFESSN� Pu <br />40418 <br />101122018 <br />U W <br />z�GO <br />M <br />~ aUl <br />U <br />� z <br />Q F OU <br />.4 M <br />x V, <br />V3 M <br />P GG <br />�zz <br />O o- 5 <br />ao <br />� GOON <br />q� ul <br />E � <br />A.NN 16-130 <br />SNUTTR R <br />DETAILS <br />AMNO. <br />C11 <br />SHEE0110FIl <br />