Laserfiche WebLink
69 <br />TRIPE q1 9?2 <br />Pi 9.99 <br />PROPOSED S' WIDE BITUMINOUS PATH <br />MIR <br />.......... ........... . <br />...... . .............. <br />m <br />920,8 <br />SEE SHEET C1 FOR GENERAL NOTES & LEGEND DRAWMR�. I <br />C.M. . By' <br />SEE SHEET C2.2 FOR GRADING & ESC NOTES cHCKD BY: <br />ROCK CONSTRUCTION ENTRANCE PROJ. NO. <br />C.VV'p157589 <br />- <br />o ORIGINAL DATE: <br />DECEMBER 10:2015 <br />E L M C Q E S':T ............... A E .21.C4N 0 k? 7 p F2' <br />��2c,41 20.72 'TRIPE .23 924ap 4-M4 �12-�76 "2.RA 922.57 <br />........................... M.m ........... . . . . ........... . .... o"N zzc -T71- <br />. ............... .... . ......... .......... . ............ . ............... ......... ... ............ . ........ . ....... 321.02 <br />........... . ... .......... .............. <br />0 0 317 L <br />91&'7 918.,'2 .91H.11 <br />WWI ...... 920.80 <br />�77 <br />..............._..._.».,........-. ..... . .... —Wa <br />... <br />;0 q <br />"0 z <br />--------- ----------- ------ <br />GAR= <br />z <br />GAR=923.9 rL <br />2 <br />z <br />. .......... <br />W <br />m a 921.001 21 3100 <br />M <br />919.0 <br />+ <br />.3 I II GAR -923.5 GAR=924.0 E E. <br />YYYY921.30 J. <br />I -OX <br />4— <br />+ <br />9 31 <br />Ifs <br />.3— . aj, <br />V, <br />P. J 86 <br />-A- ....... _.....`'t CO., 56S 5 <br />zi- <br />P <br />NV&=917.BLiz <br />92 <br />> <br />.21 3 <br />50 <br />q1 . <br />0 <br />z <br />920-20t.=t <br />0 <br />921.30 <br />"N 922.00 <br />It <br />.9x do <br />6 41 <br />I — — ' t I�+ 9 <br />3' <br />4 <br />f5 12 1 f......... ......PREPARED FOR: <br />..... - KETTLER <br />-�V LT <br />CONSTRUCTION <br />GAR 925.0 ......... ......... . <br />GAR -925.0 <br />. . ... ....... <br />ff <br />+ <br />+ <br />s <br />PROVIDE INLET SEDIMENT CONTROL FOR "T 0 ALL <br />STORM SEWER INLETS WITHIN q. <br />6 N 2 R OF <br />STRUCTURE INSTALLATION. PROVIDE ALSO <br />SILT FENCE GAR=925.3 <br />(TYP) NWL=916.2 FOR EXISTING STORM SEWER INLETS THAT N NJ SITE PLANNING <br />WILL RECEIVE RUWOFF DURING SITE ENGINEERING <br />01.1 <br />HWL=917.3 CONSTRUCTION. LEAVE IN-�j!-Af�t 1JNnt <br />SITE HAS BEEN STABILIZED. (WP) <br />PLOWS <br />4 7 ENGINEER <br />uTIS LAKE DRIVE <br />LLITE110 <br />i y9 4 @ t LINO LAKES, MN 55014 <br />m <br />PHONE: (551)361-WlG <br />GAR=925.1 <br />---v NORTH <br />CURB 8 BITUMINOUS NOTES --k <br />REMO 'AL AND DISPOSAL OF E)(IS7JNG STREET MATERIALS AS RE91JIREO FOR NOTE-- <br />CONSTRUCTION IS CONSIDERED INC[CENTAL T - TOP OF WALL <br />9 . GROUND ELEV AT <br />SAW -CUT E-ISTING BITUMINOUS AND CONCRETE CURB TO PROVIDE BUTT -JOINT. BOTTOM OF WALL 0 Is -0 <br />RESTORE DISTURBED STREET TO EXISTING OR BETTER SECTION. SOIL BORING LOCATION <br />BACKFlLUNG OF CURB 15 INCIDENTAL TO CURB INST,.LLATICN. I INCH- 30FEFT <br />FOUR INCHES or CLASS 5 UNDER CURB IS INCIDENTAL TO CURB INSTALLATION. <br />Know what's below. CURB ENDS SHALL TERNINATE IN A THREE-FOOT BEAVER lm- GRADING, DRAINAGE & EROSION CONTROL PLAN <br />Call before YOU dig. VICTOR GARDENS NORTH VILLAGE 7TH ADDITION C21- <br />