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HomeMy WebLinkAboutScan (5) op (g I a N s� c0l \\\ O N i3rL CONSTRUCT BERM O-U STAPLE PLASTIC AROUND ENTIRE - SHEETING WASHOUT AREA EVERY 5' (TYP) cl-O co BAG iE HOUSE 0 co 1 1 1. BOTTOM OF CONCRETE WASHOUT AREA SHALL BE -O O N 10'X 10' co N `s7 f O_c C \ ILu 2. CONTRACTOR SHALL REMOVE WASH LIQUID FROM 41 C \\ I 2 MONCRETE PCA REQUIREMEOUT AREA AND NTS WHEN WASHOUTOAROAF PER O� O 10 MIL PLASTIC BECOMES HALF FULL. V C N PLACSHEETSHEETING LINER `� �'• _`` w ;\ ED WITHIN 3. CONTRACTOR SHALL SELECT THE MOST OPTIMAL N co �, 0 E FF WASHOUT AREA LOCATION FOR THE CONCRETE WASHOUT co Q co J \ 3� �� r N /yo _ v, 4- \ \\ 1s7 G> n V O to p co \ \ CONCRETE WASHOUT \ \ co >C> m a \ © \ ST NTS L C +�' 00 IN T-- 0 � p -O N '` to Or ( c t, \ \ \ co wN, RE AINING/ m` � .., 3 PLASTIC ZIP TIES t/! 5'MINIMUM LENGTH STEEL T POST 6'MAXIMUM SPACINGS AT LEAST 1"APART (50LB TENSILE) LOCATED IN TOP 8" POST NIPPLES FACES AWAY FROM i` GEOTEXTILE FABRIC \ l:i r r I OF STEEL POST i Z GEOTEXTILE FABRIC j.....� > / ,i ,, ! 3'WIDE 2 i c° TIRE COMPACTION ZONE A. / / _.. ,� a NOTE: CONTRACTOR SHALL ROUTINELY I ; j'. � �-FLOW s� INSPECT THE ADJACENT PAVED AREA TO ' REMAIN,AS WELL AS DOYLE PATH,FOR �, � `' _ TRACKING OR SPILLING OF SOIL MATERIAL O M O fff ' S ONTO THE PAVED SURFACE OR ALONG THE O 00 `" r GUTTERS ANY DISCOVERED SOIL MATERIAL Z MACHINE SLICE O r V i T J SHALL BE CLEANED UP IMMEDIATELY.T L , {,' f f O t NLJJ 8"-12"DEPTH M co LV r/ �_ - 1. USE PROPER EQUIPMENT SUCH THAT THE SOIL IS ❑ O O G ` Ir SLICED,NOT TURNED OVER. �/� M O O i v/ ,..}_N, U i 2. AFTER SILT FENCE INSTALLATION,COMPACT THE SOIL � L X O ",` { MATERIALS PER MNDOT 3886 IMMEDIATELY NEXT TO THE GEOTEXTILE BY DRIVING ❑ a LL U // a `� t t` Irr INSTALLATION PER MNDOT 2573.3CI OVER IT WITH A TRACTOR TIRE AT LEAST TWICE ❑ 0 N v `� j f \ s� � i 0) OFFICE W I ❑ b i ,. r, %F SILT FENCE MACHINE SLICED �/ � / i i•t � j/ ' NTS v, � c / Al N BENCHMARK tl `sl Q �_v � t ~.r ❑ N , co , , '`� < mow" '/ /.' `'' �� INSTALL INLET r N DATUM)(88 Lo s , \ \ `,., - `3 `: t, T PROTECTION TYP > to f 101 Fr z c INSTALL INLET �— 1 TO 3' ---�� V J �2 \ \ PROTECTION (TYP) /SO '^ INSTALL ,' l i / / r U)U) /`+ \` \ PROPOSED BUILDING \ \ \ CATCH BASIN ` PROTECTION (TYP) ADDITION TO MATCH / / \ � s -•. EXISTING FLOOR ELEVATION ' �I- \ \\ �,\ ,g =89 . 1 (FIE D VER FY) I FFE 41 L I v � v .� � ? N ��' A CHECK SLOT SHALL BE CONSTRUCTED AT THE TOP _..__.. / / _...... _............._ � \ EROSIONOF STEEP SLOPES (4:1 OR CONTROL BLANKETS PLACED ASPER TTHE FOLLOWING: /\ \ \ INSTALL INLET 1 \\ \ PROTECTION (TYP) I /\ 1. DIG 6'X 6"TRENCH � PERIMETER \ \\ \ fJ SILT FENCE 00 (TYP) 2. LAY BLANKET END INTO TRENCH �� N T 89p 3. STAPLE BLANKET IN BOTTOM OF TRENCH EVERY 1 FT 0 61 \ \ O / % -"•.., \ \ \ \ ` ..,. i I 4. BACKFILL TRENCH WITH SOIL AND COMPACT ca5. IF SLOPE LENGTH (L) IS GREATER THAN 100 FT DIG A CHECK SLOT 1/3 FROM THE BOTTOM OF THE41 a SLOPE AND STAPLE THE BLANKET IN AS IN THE TOP TRENCH. ,\ vvvv `�_ Q co i , \ EROSION CONTROL BLANKET u o SHED1 \\ \ NTS w .> CULVINY, v 6 F \ \ r z 1p LLJTO / �\ OTO 00 O M �. INSTALL � O (� O CATCH BASIN Q pp PROTECTION (TYP) O = Lo U z w O U w H U Z 1 \ a J Z J O IL Y EASEMENT Ilk (A :.. L CATEGORY 3 i� Z O G U Z EROSION CONTROL o O U w � > _J f BLANKET(TYP) 2 W N U) a M 0 w Q r., � U) r OC U c� n. / PERIMETER SILT FENCE (TYP) f O N / (v T r O N � i A cn f Sheet SWPPP-PLAN VIEW 0 20 40 80 ^� OF