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PLACE F1P RPP ON 6 INCHES OF 2 INCH EXTEND FABPoC 1 F00T °>$ 6 INCHES OF 2 INqI ROCK BE�ING O�ER BEYOND UMITS OF °E m o �I INTEGRAL CURB C�EOiEX1I�IFABRCR GEOIEXIi(E FABRIC RIf00�OF O�ER(T1P.) n�� CL A RIP RAP 8�NEW CLASS 5 8� SIDEWALK DETAIL n I I_ I- i I I =i I �I�.-I C � �7 I�I -(i� CRUSHED LIMESTONE 6 CL II PoP RM aE°a � � � � i r I I; I I I I,' I I�-i� I I ,I' i'I.—I BASE ACGREGATE C6 NOT To scuF � < �� �I "I i ' III-;11� ill—II, � li='i �II II.: SECTION A-A SECTION B-B �Eo� I '1i--111 111 II � �I!-1ii �� ll� 'I� � �`� � � II Ili II III _III-111 III I!_' i III 11-111 �I' TYPICAL RIP RAP 2e�e � e WEIR OVERFLOW �a�go � EXISIINC SUBGRADE Sql �� � NOT TD SCME afi��.�� � g m LIGHT-DUTY - '"� ` "� � � BITUMINOUS PAVEMENT cs NOT TO SCALE q A HARD SURFACE/ NEW 5"BINMINOUS PAVEMENT �Y PUBLIC ROAD �PLACED IN 2 IJfTS(MVJ) �N/�y�� A . TAPER ENDS R', �+ n BO7H SDES ��'�. 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J vr000 ca METu A 4'Coun�ow TME OUrsiOE.NO swu5 > —I I _��=I= I —I I 1=I I=111� BASE A(�RECATE I I STAKE � � OF ANY MAIERIAL ALLOMED. � z = NEW 6�POR7LPND CEMENT CONCRETE 6'PRECAST REMFORCED CONCREIE 3AB. O�U SECTION A-A E%IS11NG SUBCRADE SpL _ SEAL W1TH 2 BEPDS OF RPAI-NEK. n�hR FABRIC ALL JOINIS M MANHOLE TO HAVE s CURB CUT DETAIL 4•-za• ------------ •o'RiN�auesER�^scE's J�� C6 NOT 10 SCAIE 5'UIN. �ANHOLE S1EP5,COPOL'rtAER POIYPROPriENE � PLASTIC,XITH 7/2'CRADE 60 S1EEL J � ', REINFORCQAQJT OR EWAL,16'O.C. NEW 6'CLASS 5 �O� �ii li i 1=i1 � II - If; SD 1 PRECAST CONCRETE SECPDN I I I i i� ..I I I I I I I I I � I--I� I� �I i i: �i CRUSHED LIMESTONE 2' (0'MIN.) p' � VARIABLE II II� II_ II �:_-II �i III Ii I=�I III �Ij BASE AGGREGAff a 3 U U AIAXIMUM DISIANCE BEIWEEN POSTS IS 2'.BOTTON OF FENCE � 8'PRECAST SEGMENTAL CONCRETE BLOp( I I I i-rl�I I I I I I I I I I I--�I I I I I I I I I I --�� IS BURim IN TRENCH.SIAIILAR TO NORNQ SILT FENCE INSTALLATION. TO TOP OF THE PIPE SHALL BE USm II IIi III II III_- jII .I I,-IIi II ��,I.-II1 III �III- 4 �(� YqVEN FlL7ER Wi1H SIZE AND DEPTH PRONIBIT 1NE N 1 OO �SV1 FABRIC �Q,. FABRICATION OF PRECAST UNI7S. EXIS7ING SUBGRADE SOIL A Q �QO�Q�� A SILT FENCE INLET a B'MINIMUAI SLAB THICKNESS, CONCRETE Oo o `bu cs SEDIMENT FILTER co c"��s�aeE EN oa EOT 3 CONSTRUCTION DETAIL �O ���8o r+or ra scaF w�n��a e�er,�o a•Ew. C6 NOT TO SCALE Op O � OD T . . �: GRWT BOTTOAI O�O�O� SECT�ON GROUT AROUND PIPE AT WIRE MESH REINFORCEAIFNT EXiER10R OF CATCH BAS1N O O O'�JO ��n�'LL) BACNFlLL N1TM NEW 8� 12' 0 QO QO � O ENqNEERINC fABRIC CATCH BASIN GOOD OUALItt � O �g���� 12 MANHOLE DETAIL TOPSOIL AND SEED s� Q,S � � pO IIN/DOT CLASS III METAL,WOOD POST,OR STAKE. C6 NOT TO SCAIE S�ppE NEW BINMINWS O RIP-RAP .�-�"�I I I�I I I �•, ' �iE, PE_��' PAOEMENT 4 8'BAX.SPAqNG.2'INTO GROUND. (A�21C ANCHORAGE O� TRENCH.BRCKFlLL 1Hh1 `0 I � I I I I I I , � PLAN TAMPm NANRPL SqL 11ANHOLE FRAYE k COVER �O I �.—� p'S�� NEENAH R-2540.TTF'E C GRATE �O i I - I I—I I I y . MN/DOT CLASS AI tn � O i� � PoP-RAP DIREC�� ,��- � -'I� J N i i YINIIIUM OF 2,MAXIYUAI OF 5 Q ^ � I i ----- �.,; � t�� I ' Bm OFE AIOR�TARSBE�TM'EEN E`ACH AND LL �j � � Z I I�� — � .�i I i __1 .;.� NEW q.A55 5 I . !i=i'. � OF4A Y AA1 TERI�ALLO D DE NO SHIMS � � � O CRUSHW UMESTONE N A N R A L S q L�I� i�',-=I W N �I - -- � I I I I I� �I �—�I� �i �i I I I i BASE AGGREGATE � SD(10�AIIN.) 2� � YAVEN FlLTER � I�I_i I I I �.- - . 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