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SEE SHEET C1 FOR GENERAL NOTES & LEGEND DRAWN Br. DESIGN Br. <br />SEE SHEET C2.2 FOR GRADING & ESC NOTES C.M. C.W.P. <br />ROCK CONSTRUCTION ENTRANCE cHCPRa <br />C.WW.P..P. 15-- 156158 <br />6 <br />a <br />ORIM nATF• <br />.-.DECEMBER 10. 2015 <br />1II I <1_I4_ 1�I IO gmnm <br />r.-1� '.�9»2 18.- II...-�-.w -� 919II.I 9 7 920.1.2.» 7-20.41 <br />�II ... ;_' •..)20.5q <br />20.5ER 9_2..0.... ..72.. ..._-. j. .E.L.I ...M.- .._C RESII : ' T.........A.. <br />-V-.Eti.,a -Nd-=-• g <br />-;-E a= "jP <br />�-,i9N2P34O= 0 I 1 R:x» ' ..TSTRIP <br />92-2 <br />231.-2fi III - .�.....9.2.2.-: -❑-� :g 92 2.6 <br />4 ...31808'9f.II' 1. 8.&•B_� .x2_ <br />29.1 7_66. 2 . 2_._2...t_yd <br />PROPOSED 8' WIDE BITUMINOUS PATH ............. .... ....... .... L <br />Y& -...... ................. <br />16 57 :19.x 917.91; 920.58 <br />m m _-____-_-- mGAR-944.p HWL=91I5R919. <br />GAR -923.9 <br />C. _- <br />87 <br />.. <br />.. <br />SzZ2 <br />z <br />W av�T�sw <br />m <br />E I�9 <br />821.00m821.30 <br />m <br />}� N <br />m I o. � <br />i <br />9i9.5�° - J` 8 '3 ID' GARiz <br />=923.5 p GARa924.0 E <br />_.OZ 1ij. m - -F` - - 3 > mEOF S ng m Li <br />9025 <br />P w a <br />Si"air <br />Op <br />v <br />4 .S+GO x <br />;ter m O LP. <br />1842 <br />f f I <br />NWL=917.8 <br />rytM - (r I - I � 921.0 -.- �l �• f / � HWL=918.6 <br />N �y e <br />1��V <br />92 5J -. <br />. <br />a 4 ao Y: Ico <br />1 u 11 �i 32g e_ o <br />'°� II + a �• °° Y VY NiO l • C e N <br />! f + I 9PG.29 I I I N N } <br />n v f0 ! PLO 1?12� L Nv. I I O I 922.00 <br />I II z <br />I+ �� � <br />+xx <br />oQ _ <br />EO <br />t...N i - - _......... f { L ------ - __ � . 'J s� _�' � � �' y 8� PREPARED FOR: <br />- 0'o-....» .. ' � ' <br />b m f - .... ....... _. k ......f KETTLER <br />1 ffi�� x x 916 I:Rti° CONSTRUCTION <br />f <br />m .{�s..r <br />r m: <br />..... .. - r <br />- <br />y ' ' ............ <br />* . <br />GAR -925.D <br />B = GROUND ELEY <br />`$�'' <br />�} a -N <br />_ f Z ., m _ <br />s <br />........... <br />RESTORE DISTURBED STREET TO E7057NO OR BETTER SECTION. <br />A;�41 SOIL BORING LOCATION <br />D is 3D <br />r" I - <br />'R• <br />r '', <br />P PROVIDE INLET SEDIMENT CONTROL FOR ALL <br />4.50 <br />I- <br />- B 1 <br />_ <br />° <br />STORM SEWER INLETS WITHIN 24 HOURS OF <br />m <br />I <br />;m <br />i <br />11 <br />SILT FENCE <br />�. (TYP) <br />NVIL=916.2 <br />STRUCTURE INSTALLATION. PROVIDE ALSO <br />FOR EXISTING STORM SEWER INLETS THAT <br />I <br />A. <br />� � 9F CAR=825.3 <br />�•� <br />- =7NNI;.d <br />10) <br />r <br />HY4L=917.3 I:- <br />WILL RECEIVE RU OFF DURING SITE <br />UNTIL <br />a <br />s� <br />:. :I <br />fv <br />f m <br />CONSTRUCTION. LEAVE IN-PLACE <br />- SITE HAS BEEN STABILIZED. (TYP) <br />n <br />PLOWS <br />F m <br />I �, m <br />- �� 24�60 <br />f <br />f!f <br />•e f <br />. <br />11f <br />- <br />+ <br />MIBEEBIN� INC. <br />r <br />SL76 ATEL 11D DRIVE <br />GAR <br />d <br />LINO LAKES, MN 55014 <br />-925.1 I <br />PHONE:{6511381.6210 <br />- <br />FAX: (0511381d701 <br />MORTH <br />A <br />r <br />Know whars below. <br />CaII before you dig, <br />CURB & BITUMINOUS RITES - <br />REMOVAL AND DISPOSAL OF EXISTING STREET MATERIALS AS REQUIRED FOR <br />CONSTRUCTION IS CONSIDERED NaDENTAL <br />NOTE: <br />T = TOP OF WALL <br />- <br />-� <br />B = GROUND ELEY <br />SAW -CUT EXISTING BITUMINOUS AND CONCRETE CURB TO PROVIDE BUTT -JOINT. <br />BOTTOM OF WALL <br />RESTORE DISTURBED STREET TO E7057NO OR BETTER SECTION. <br />A;�41 SOIL BORING LOCATION <br />D is 3D <br />BACKRWNC OF CURB IS INCIDENTAL TO CURB INSTALLATION. <br />FOUR INCHES OF CLASS 5 UNDER CURB IS INCIDENTAL TO CURB INSTALLATION. <br />CURB ENDS SHALL TERMINATE IN A THREE-FOOT BEAVER TAIL <br />GRADING, DRAINAGE & EROSION CONTROL PLAN C201 <br />VICTOR GARDENS NORTH VILLAGE 7TH ADDITION <br />