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' I✓ <br />,qg6 <br />INSTALL <br />P ROPE` <br />'6 CY CLASS III RIP RAP <br />BASIN CTION <br />OVERLYING TYPE 4 <br />912 <br />ADDIT1ON ZONED: B-31(HIGHWA <br />BL OCK I <br />F <br />1 <br />RIM=906.86 <br />I <br />INV=894.60 <br />ST ST <br />ST - <br />V N 89046'28" E 1318.36 <br />5N <br />z <br />G <br />W1/4 CORNER <br />I <br />I� <br />OF SEC. 8,?- <br />O <br />ST ST - <br />Ln OHP <br />T.30, R.23. <br />O <br />Wi'� <br />wc <br />30 <br />30 <br />OC <br />a <br />`J � <br />N <br />1 <br />N <br />ZONED: R-2 <br />v <br />(SINGLE, & TWO FAMILY RE5I1)ENTIAI <br />W <br />I <br />PERIMETER SILT <br />N <br />V J <br />U) <br />FENCE (TYP) <br />C <br />_J <br />N <br />w 1� <br />LuLu <br />� I- <br />U <br />ry <br />o <br />0 <br />O <br />V <br />V <br />C) <br />Ut <br />C) <br />2 <br />H <br />v Li <br />N00 <br />ZONED: P-1 (SINGLE FAMILY RESIDENTIAL) <br />Q <br />(DLo <br />1 RIM=903.79 I <br />I <br />INV=901.64 <br />O <br />co <br />- <br />RIM=903.79 <br />15" <br />� N = <br />o <br />INV=901 <br />1 INSTALL CATCH <br />BASIN PROTECTION <br />I <br />00 <br />(TYP) <br />cn <br />BL OCK I <br />I\ v I <br />30 <br />30 <br />I <br />I <br />TEMPORARY ROCK <br />CONSTRUCTION <br />ENTRANCE <br />1 I A <br />4 <br />0 <br />00000 <br />Opp 00()000 <br />SSS 00000000 <br />GGA 00000000` <br />P 0000000�� <br />0 00 <br />0000000 <br />O <br />6" BUMP FOR <br />KEEPING RUNOFF <br />ON SITE <br />V BUSINESS) \ <br />lel 0 T PLA T TED <br />\ <br />INSTALL CATCH RIM=906.59 a <br />BASIN PROTECT INV=902.05 O <br />RIM=907.00 (TYP) PROTECT ROAD H2 INSTAL CATCH \ <br />INV 5E=901.88 PERIMETER SILT BASIN ROTECTION <br />INV 5=896.15 - - - - - FENCE (TYP) - 11-0 <br />- (TYP) - <br />T SN SN SN SN 8" C P SN SNRIM-906.78 O RIM=907.74 <br />CURB GL . 12"C.I.P. T INV=902.81 r, I INV=896.22 1 \ <br />CUR <br />PCUT� <br />OHP OHP -OHP 0 <br />RI =906906 89 - 9e7 _ 8 - -� 90$ <br />\ <br />S 89046'28" W 965.83 <br />CENTER OF <br />\ SEC. OF SEC. <br />8, T.30, R.23. <br />\A CURB & GUTTER CURB C <br />EIF� <br />if7V=902.63 RM------- - -=gyp+--jK <br />ELWITP ` O <br />`y <br />E OF�\ . <br />\ \ 1 I NEI/4 SW1/4 \ \ <br />�\ \ OF SEC. 8, 23 \ P I TER SILT <br />c^ - - \ \ FEN YP) <br />INSTALL CATCH SOUTH BOUND CL <br />BASIN PROTECTION \ I \ \ \ \ \\V OF STATE TRUNK <br />(TYP) \ I H U, 47 �� \ \ HIGHWAY NO. 10-62 <br />,o v <br />a�ol EAST LINE OF THE \ <br />F\ \ <br />0 FT OF <br />a PROPOSED NEl/4 THE 5 1/4 <br />BUILDING SEC. 8, I ° m <br />GFE = 903.50 <br />II�M= .57 <br />UV= 0 3 .63 <br />11 •• 1B SIN PROTECTIOT' <br />.,: <br />MIL <br />• • • • • • • • • • <br />COAR EAGGREGATE <br />•• <br />I-- ST - <br />905.87 <br />cn I \ l \ C�p6OC <br />® �� J \ <br />06/ <br />CURB U \ h \ \ \ <br />v I INTERSE TION OF <br />ml a EAST LIN OF WEST \ \ \ \\ \ <br />475 FT & 5C6UTH LINE \ \ \ <br />I <br />CURB CUT, <br />,qg6 <br />INSTALL <br />'6 CY CLASS III RIP RAP <br />BASIN CTION <br />OVERLYING TYPE 4 <br />912 <br />`PERIMETER SILT- <br />FENCE (TYP) <br />GEOTEXTILE FABRIC <br />F <br />n <br />I <br />ST ST <br />ST - <br />NO ( N <br />CATEG Y 3 <br />z <br />EROS, 0NTROL <br />z <br />BLAN (TYP) <br />L� <br />l <br />ST ST - <br />zU0 <br />II�M= .57 <br />UV= 0 3 .63 <br />11 •• 1B SIN PROTECTIOT' <br />.,: <br />MIL <br />• • • • • • • • • • <br />COAR EAGGREGATE <br />•• <br />I-- ST - <br />905.87 <br />cn I \ l \ C�p6OC <br />® �� J \ <br />06/ <br />CURB U \ h \ \ \ <br />v I INTERSE TION OF <br />ml a EAST LIN OF WEST \ \ \ \\ \ <br />475 FT & 5C6UTH LINE \ \ \ <br />I <br />CURB CUT, <br />RIM- 07.16 <br />T I E D DEMOLITION I I =897.8 <br />�A6 A <br />Q <br />P� <br />ITS <br />ZONED: R-1 (SINGLE FAMILY RESIDENTIAL) <br />NOT z <br />I <br />1. THE ROCK ENTRANCE SHALL BE CONSTRUCTED PRIOR TO THE <br />START OF GRADING OPERATIONS. <br />2. THE ENTRANCE SHALL BE GRADED SUCH THAT POSITIVE DRAINAGE <br />DURING CONSTRUCTION IS PROVIDED. <br />3. THE ENTRANCE SHALL BE MAINTAINED IN SUCH A CONDITION SUCH <br />THAT IT PREVENTS MUD TRACKING OFF SITE. ADDITIONAL ROCK OR <br />REPLACEMENT OF THE ENTRANCE MAY BE REQUIRED PERIODICALLY <br />IF MUD STARTS TO TRACK OFF SITE. <br />4. THE ROCK ENTRANCE MAY BE REMOVED JUST PRIOR TO THE <br />PLACEMENT OF AGGREGATE BASE. <br />0 <br />"WIN <br />\�o 11.,. <br />• M M�, '•o. <br />lq <br />,i!RS�iO��!���t�<<►� <br />� �1��. ' � • • . �i gyp' � � ���%�! ��e���`��►•1��� ��w��C <br />rim f4 <br />All <br />`►'►��� �� <br />Illi \� r \ _ • - p'/I%�<I_r��7_�.v�w o��,a I �I �1�g Cid <br />-1FENCE (TYP) ' • _ <br />• • •-GEOTEXTILE <br />EAST LINE OF WEST EROSION CONTROL BASIN PROTECTION <br />•SOUTH <br />• •�• • • • <br />• DD <br />SE <br />SON <br />NEER <br />� 1 GEN <br />� E <br />3 PLASTIC ZIP TIES 5' MINIMUM LENGTH STEEL T -POST <br />AT LEAST 1" APART & MAXIMUM SPACING <br />(SOLB TENSILE) POST NIPPLES FACES AWAY FROM <br />LOCATED IN TOP 8" GEOTEXTILE FABRIC <br />OF STEEL POST <br />z GEOTEXTILE FABRIC <br />3' WIDE <br />M TIRE COMPACTION ZONE <br />f i-- FLO\N <br />BL OCK 5 <br />z _MACHINE SLICE <br />8" - 12" DEPTH <br />NOTE: PLACING FILTER FABRIC UNDER THE ROCK ENTRANCE MAY N <br />REDUCE THE AMOUNT OF MAINTENANCE IT WOULD REQUIRE. 1. USE PROPER EQUIPMENT SUCH THAT THE SOIL IS <br />SLICED, NOT TURNED OVER. <br />TEMPORARY ROCK CONSTRUCTION ENTRANCE 2. AFTER SILT FENCE INSTALLATION, COMPACT THE SOIL <br />MATERIALS PER MNDOT 3886 IMMEDIATELY NEXT TO THE GEOTEXTILE BY DRIVING <br />NTS INSTALLATION PER MNDOT 2573.3C1 OVER IT WITH A TRACTOR TIRE AT LEAST TWICE <br />STAPLE PLASTIC <br />SHEETING <br />EVERY 5' (TYP) <br />1' <br />CONCRETE WASHOUT <br />CONSTRUCT BERM <br />AROUND ENTIRE <br />WASHOUT AREA <br />10 MIL PLASTIC <br />SHEETING LINER <br />PLACED WITHIN <br />WASHOUT AREA <br />1 <br />1. BOTTOM OF CONCRETE WASHOUT AREA SHALL BE <br />10'X10' <br />2. CONTRACTOR SHALL REMOVE WASH LIQUID FROM <br />CONCRETE WASHOUT AREA AND DISPOSE OF PER <br />MPCA REQUIREMENTS WHEN WASHOUT AREA <br />BECOMES HALF FULL. <br />3. CONTRACTOR SHALL SELECT THE MOST OPTIMAL <br />LOCATION FOR THE CONCRETE WASHOUT <br />NTS <br />SILT FENCE (MACHINE SLICED <br />NTS <br />EROSION CONTROL \A\ <br />BLANKET (TYP) \ <br />ZONED: PUD (PLANNED UNIT DEVELOPMENT) \ <br />gEL RAC <br />THE <br />BL OCK I <br />1 i ad- 1 ' TO 3' no <br />6" <br />l <br />A CHECK SLOT SHALL BE CONSTRUCTED AT THE TOP <br />OF STEEP SLOPES (4:1 OR STEEPER) WHERE EROSION CONTROL �\ <br />BLANKET IS PLACED AS PER THE FOLLOWING: �\ <br />1. DIG 6" X 6" TRENCH <br />2. LAY BLANKET END INTO TRENCH \/ <br />3. STAPLE BLANKET IN BOTTOM OF TRENCH EVERY 1 FT <br />4. BACKFILL TRENCH WITH SOIL AND COMPACT <br />5. IF SLOPE LENGTH (L) IS GREATER THAN 100 FT DIG A CHECK SLOT 1/3 FROM THE BOTTOM OF THE <br />SLOPE AND STAPLE THE BLANKET IN AS IN THE TOP TRENCH. <br />EROSION CONTROL BLANKET <br />SWPPP - PLAN VIEW <br />T 0 <br />O Q(D <br />N �- <br />O �- <br />0-a <br />o <br />Lo ?:0 <br />~` E <br />Q0 0 <br />J (D 0 <br />a o c c <br />F � � <br />O� <br />m c N <br />0 <br />N a <br />U) N'j <br />Q- <br />_ <br />Q- <br />C) <br />O N O <br />U V, <br />3 <br />C) N <br />E 4-7 <br />z <br />O �, c <br />D <br />U �0 <br />N <br />'0) <br />w <br />z <br />0 <br />w <br />rn <br />N O <br />-5 C14 <br />U x <br />U � <br />x <br />x <br />c <br />U O <br />m � <br />0 <br />V <br />INSTALL <br />RY 3 <br />BASIN CTION <br />EROSIOCATEGN CONT <br />BLANKET (TYP) <br />`PERIMETER SILT- <br />FENCE (TYP) <br />^` <br />6� V>/ <br />co <br />z <br />RIM- 07.16 <br />T I E D DEMOLITION I I =897.8 <br />�A6 A <br />Q <br />P� <br />ITS <br />ZONED: R-1 (SINGLE FAMILY RESIDENTIAL) <br />NOT z <br />I <br />1. THE ROCK ENTRANCE SHALL BE CONSTRUCTED PRIOR TO THE <br />START OF GRADING OPERATIONS. <br />2. THE ENTRANCE SHALL BE GRADED SUCH THAT POSITIVE DRAINAGE <br />DURING CONSTRUCTION IS PROVIDED. <br />3. THE ENTRANCE SHALL BE MAINTAINED IN SUCH A CONDITION SUCH <br />THAT IT PREVENTS MUD TRACKING OFF SITE. ADDITIONAL ROCK OR <br />REPLACEMENT OF THE ENTRANCE MAY BE REQUIRED PERIODICALLY <br />IF MUD STARTS TO TRACK OFF SITE. <br />4. THE ROCK ENTRANCE MAY BE REMOVED JUST PRIOR TO THE <br />PLACEMENT OF AGGREGATE BASE. <br />0 <br />"WIN <br />\�o 11.,. <br />• M M�, '•o. <br />lq <br />,i!RS�iO��!���t�<<►� <br />� �1��. ' � • • . �i gyp' � � ���%�! ��e���`��►•1��� ��w��C <br />rim f4 <br />All <br />`►'►��� �� <br />Illi \� r \ _ • - p'/I%�<I_r��7_�.v�w o��,a I �I �1�g Cid <br />-1FENCE (TYP) ' • _ <br />• • •-GEOTEXTILE <br />EAST LINE OF WEST EROSION CONTROL BASIN PROTECTION <br />•SOUTH <br />• •�• • • • <br />• DD <br />SE <br />SON <br />NEER <br />� 1 GEN <br />� E <br />3 PLASTIC ZIP TIES 5' MINIMUM LENGTH STEEL T -POST <br />AT LEAST 1" APART & MAXIMUM SPACING <br />(SOLB TENSILE) POST NIPPLES FACES AWAY FROM <br />LOCATED IN TOP 8" GEOTEXTILE FABRIC <br />OF STEEL POST <br />z GEOTEXTILE FABRIC <br />3' WIDE <br />M TIRE COMPACTION ZONE <br />f i-- FLO\N <br />BL OCK 5 <br />z _MACHINE SLICE <br />8" - 12" DEPTH <br />NOTE: PLACING FILTER FABRIC UNDER THE ROCK ENTRANCE MAY N <br />REDUCE THE AMOUNT OF MAINTENANCE IT WOULD REQUIRE. 1. USE PROPER EQUIPMENT SUCH THAT THE SOIL IS <br />SLICED, NOT TURNED OVER. <br />TEMPORARY ROCK CONSTRUCTION ENTRANCE 2. AFTER SILT FENCE INSTALLATION, COMPACT THE SOIL <br />MATERIALS PER MNDOT 3886 IMMEDIATELY NEXT TO THE GEOTEXTILE BY DRIVING <br />NTS INSTALLATION PER MNDOT 2573.3C1 OVER IT WITH A TRACTOR TIRE AT LEAST TWICE <br />STAPLE PLASTIC <br />SHEETING <br />EVERY 5' (TYP) <br />1' <br />CONCRETE WASHOUT <br />CONSTRUCT BERM <br />AROUND ENTIRE <br />WASHOUT AREA <br />10 MIL PLASTIC <br />SHEETING LINER <br />PLACED WITHIN <br />WASHOUT AREA <br />1 <br />1. BOTTOM OF CONCRETE WASHOUT AREA SHALL BE <br />10'X10' <br />2. CONTRACTOR SHALL REMOVE WASH LIQUID FROM <br />CONCRETE WASHOUT AREA AND DISPOSE OF PER <br />MPCA REQUIREMENTS WHEN WASHOUT AREA <br />BECOMES HALF FULL. <br />3. CONTRACTOR SHALL SELECT THE MOST OPTIMAL <br />LOCATION FOR THE CONCRETE WASHOUT <br />NTS <br />SILT FENCE (MACHINE SLICED <br />NTS <br />EROSION CONTROL \A\ <br />BLANKET (TYP) \ <br />ZONED: PUD (PLANNED UNIT DEVELOPMENT) \ <br />gEL RAC <br />THE <br />BL OCK I <br />1 i ad- 1 ' TO 3' no <br />6" <br />l <br />A CHECK SLOT SHALL BE CONSTRUCTED AT THE TOP <br />OF STEEP SLOPES (4:1 OR STEEPER) WHERE EROSION CONTROL �\ <br />BLANKET IS PLACED AS PER THE FOLLOWING: �\ <br />1. DIG 6" X 6" TRENCH <br />2. LAY BLANKET END INTO TRENCH \/ <br />3. STAPLE BLANKET IN BOTTOM OF TRENCH EVERY 1 FT <br />4. BACKFILL TRENCH WITH SOIL AND COMPACT <br />5. IF SLOPE LENGTH (L) IS GREATER THAN 100 FT DIG A CHECK SLOT 1/3 FROM THE BOTTOM OF THE <br />SLOPE AND STAPLE THE BLANKET IN AS IN THE TOP TRENCH. <br />EROSION CONTROL BLANKET <br />SWPPP - PLAN VIEW <br />T 0 <br />O Q(D <br />N �- <br />O �- <br />0-a <br />o <br />Lo ?:0 <br />~` E <br />Q0 0 <br />J (D 0 <br />a o c c <br />F � � <br />O� <br />m c N <br />0 <br />N a <br />U) N'j <br />Q- <br />_ <br />Q- <br />C) <br />O N O <br />U V, <br />3 <br />C) N <br />E 4-7 <br />z <br />O �, c <br />D <br />U �0 <br />N <br />'0) <br />w <br />z <br />0 <br />w <br />rn <br />N O <br />-5 C14 <br />U x <br />U � <br />x <br />x <br />c <br />U O <br />m � <br />0 <br />V <br />0 <br />(c) 00 U <br />Q T <br />z <br />O <br />z <br />_ <br />^` <br />6� V>/ <br />co <br />n <br />co (c) <br />n v) <br />L] <br />NO ( N <br />Q 7 <br />z <br />M N <br />z <br />1..1..1 V <br />ILL L <br />V <br />zU0 <br />O <br />Wi'� <br />wc <br />U <br />�_ <br />OC <br />a <br />`J � <br />N <br />N <br />W <br />0' <br />c <br />W <br />I <br />N <br />N <br />V J <br />U) <br />C <br />_J <br />N <br />U <br />ry <br />0 <br />0 <br />U <br />Q <br />r <br />co <br />(DLo <br />If Z <br />O <br />co <br />� N = <br />o <br />00 <br />Z <br />0 <br />CII <br />U <br />CIOLu <br />0 <br />L/) Lu <br />z <br />O o <br />V) <br />I O N (1) v <br />� Z <br />Lu <br />z <br />O <br />n <br />n v) <br />Zz <br />Q 7 <br />Ow <br />Lu <br />V <br />> <br />O < <br />z <br />U Q <br />PROJECT <br />NUMBER: <br />I <br />19007 <br />N <br />SCALE: <br />1 "=40' <br />0 <br />C5 OF 6 <br />