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HomeMy WebLinkAbout0611621220057-10032013(NEW CONSTRUCTION) STORMWATER MANAGEMENT PLAN Denotes Denotes Denotes Denotes Denotes Denotes Denotes Denotes Denotes Denotes Denotes Denotes Existing Elevation Proposed Elevation Direction of Drainage Found Iron Monument, as noted Proposed Contour Existing Manhole Existing Gas or Electric Meter Existing Power Pole Existing Overhead Utility Line(s) Existing Fence Existing Bituminous Surface Existing Concrete Surface (", A \_./ F-1 I I I / Ll L L_ I LEGEND Denotes Existing Contour Denotes Existing Trees as noted Denotes Existing Tree to be Removed Denotes Existing Contour Denotes Proposed Contour Denotes Proposed Retaining Wall Denotes Proposed Silt Fence ft.0c.:3 (,,e0 EROSION CONTROL NOTES 1. Silt fence, bio rolls and/or catch basin inlet protection devices shall be installed prior to any land disturbing activity. 2. Rock construction entrances shall be installed prior to any land disturbing activity or after existing driveway is removed. 3. Any sediment that reaches the existing street or adjacent property shall be removed immediately and measures shall be taken to prevent further sedimentation offsite. 213-Treei 883.8\ A -I- I I -I- I 17 X 895:1 A I-, 111 I 1-I /Th SI /-1 Li LI I I I \_./ IS 874/ 873.9 eye x 913.4 919 926.5 7 El /\ 904.4 925.7 • \ 941.0 .ei KI c. - \ A ITh r11 I 1- I • \ L/ I I n_./ / ARROWHEAD LAKE OHW = 875.8 (N6V029 Per- DNR) Water Leve/ = 874.1 874.1 282.82 SS-7'19'00"W x 910 x 907,3 x1904. 5X1 04•10 2&SEee 2611,,, 6"Tr 2"Tree 34-,Tree Tree 5 5-Tree 5^Ttee 6' 4 16 t_O Rn '9'i; I ; 903.1 • BW-920.0\ _.,Retaintng 918.1 903.3 925.6 I I r- I i" ri El I r 7 i 5-T 43.-Tree 6-Tree" - 9 80 2 x 896 5 11- 911.8 TW\-912.0 X 9613.3 BW-911 0 ' 0 .. I37r'NLE 623i 37 '907-3 14/' -91\2.0 .6. /-' .o7r/lf. tIn^ • 4 1.5 >;'' I. I. Ii et le 11, 10 0; !NM., Ntt It\ 2"Tree 921,6 , 5.Tre 51:‘,1211tee 1311ree 902 x 9 0 3 b.;) x lost, cl§'ItgP,e 895?5 0_ 9.7.53 /3- . 51 e"e:/2;//V: /..:')5.'' ' ea6 5•_:11„!..e- - TIree ' 913.3' , /s,6, 0Z, BW-911.0 --,b / '9,01 .00 • • \c„,", V 70 / ' 29"Tree 41W C6 \ 1A-f, 8 ., '914. „, \-,, , c,.. ' 90'-'..'‘I0 "-/p I 6"Tree N 9082.e enYre'' 2"Tree / ,- , ' 90 0 ,„;.n`.7.,.. 91,0.7 NN• -"'''' N • 'L100.00,, N85°28'00"W._ ,x2SO-T FENCE (TYP) 922.4 X 909.2 \ 1•<, I \ ZC' \ 912.Y -Rim: 91ii2 FND I 120920-8 92.6 rdi c ?23.2 MID 923.7 -rq TS9 21E_PC 121.27:2 TC MID 924.4 L.IC PC 192476- 924:1-P 927 ND BC • 926 \ 926 TW-926 5 BW-922.0 928 BENCHMARK TOP OF SPIKE EL =925.61 874.1 874.1 874.2 878.1 ‘0, 'Tree N 20-Tree' 88.8 6 5 6 Sap.' ,892 5 0 1305'" 894-7\ 894.9 917 A „ c, A I I I 907.6 /VI /-1 LI L. I I F- I /7 I I -I- ri LI I \ r 7 ,,,cS1/40 1x7j0/43. 87W_IIVE BENCHMARK TOP OF SPIKE - EL =911.80 kK ONSTRUCTIoN ENTRANCE S85°02'00E 53120 ; rg 9953 x 875\2 ' x 881.0 x 885.7 4. All silt fences, bio rolls and catch basin inlet protection devises must be repaired, replaced, or supplemented when they become nonfunctional or the sediment reaches )S of the height of the device. Repairs shall be made within 24 hours of discovery, or as soon as field conditions allow. 5. Rock construction entrance must be repaired or replaced when the rock becomes inundated with sediment and/or excessive sediment is being tracked from the site. Repairs shall be made within 24 hours of discovery, or as soon as field conditions allow. 0(0. tar?,( .2R.0057 (21‘g 2- q q3 c 74:11/44ce 011111010 0113';-\RTIMM\01- 0 20 40 80 ( IN FEET ) 0 EM GM 00 PP ohe - x 000.0 XC600.p 882 -0 00 000 - • • o • - .J ILJ r41-' E r:1-1 0 I 5 z > < 0 5 u-) CL Li, 1 of 2 Date: 05/24/13 License A; 25063 REVISIONS 1. 5/23/13 ADD SHEET 2 2. 10/01/13 ADD RETAINING WALL 3 4 6. DRAWN BY; 3DH DESIGNED BY: 536 ISSUE DATE: 05/24/13 I hereby certify that this plan, spedfication or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota Name: BOOR). Krystoftak, P.E.