Laserfiche WebLink
960 130TH WAY NORTH 960 <br />- <br />01 X10 On ,I 0 n <br />Nd) Nn 16 -nifTm <br />MnMM Mn Mn In Mn In In In Mn n. <br />n- In InYtO nn41� In <br />Ch MM M. <br />955 <br />955 <br />261 5" RCP <br />22' - 27" RCP CIL 5 ®:0.51% 150. 15" RCP CL 5 a 0.35% <br />/-CL. 3 0 0.28% CB-63 <br />-6�'iO 950- <br />159' <br />50 <br />950 -------- CB-77 <br />.... RE. =, 934,59....... ... RE( 91 80m, VC ... <br />RE <br />27�" RCP CL 3 0:28% <br />RCP CL I IE (SW) 930.59 CBMH-76 <br />15�9- IE (S) 932.40: H.P. ELEV = 941.02 <br />FES-60 E H.P. STA 35+49.59 <br />IE = 928,50 STMH�C.MH_'-61 CBMH-62 PVI STA 35+49.52 <br />RE --933.10 50.00, VC 60.00' VC PVIELEV = 941.42 <br />945 (SW) = 928.56 !jD.q0'+ VC:. ..L.P. ELEV =. 936.31.:. L.P.ELEV = 936.82 A.D; = -3.99% 945 <br />.. ......... <br />E NE - - F- -66.66- V6 H.P., EL'EV* � 936.57: LP. STA = 32-1-00-89 : L.P. STA = 32+98.59 K � 20.03 <br />= 928.56 <br />LP. n F7V - 935.18 H.P. STA = 31+32.26 PM STA = 32+00.89 - PVI STA = 33+28.59 PVC = 35+09,52 <br />LP STA 28+87.32 PVI STA = 31+31.52: PA ELEV 936.23 PM ELEV 937.00 PVT 35+89.52 <br />PVP STA = 28+88.01 PM ELEV = 936.65. A.D. = 1-20% A.D. = 1.40%- ELEV = 940.62 <br />PM ELEV 935.10 A.D. 124% K 41.67 K �2.84 ELEV = 940.62 <br />940 A+D. = .1.24% ... ... ..... Pvc,=.31+75.89- PVC = 32+98.59 940 <br />40.36 -- -- -- -- 2.00 <br />:K PVC = 31+06.5z PVT = 32+25.89 PVT = 33+58.59 <br />PVC = 28+63.01 PVT - 31+56.527 ELEV = 936.38 ELEV = 936.82 <br />P\rr - 29+13.01 ELEV = 936.49 ELEV = 936.38 ELEV:= 937.60 <br />ELEV = 935.25 ELEV = 936.5a -0.60Z 0.60% <br />ELEV = 935.26 0.64% 3 - 21" RCP <br />935 <br />...... ....... ......... 'I.CL 0 Q,9X 935 <br />60' - 27" RCP <br />/-CL 3 0 0.25% - - 20T- 21' -RCP <br />21 RCP 107' - 21" RCP <br />131 - CL 5 0 0.23% CL 5 00.21% <br />-0.60X �105,- �4- RCp CL 5' 0.35% <br />1*58- - 24- RCP <br />930 t, CL 3 0 0.30% <br />EXISTING GROUND (TYP:) .... .... CL 3. 8 0.35% STMH=72 CBMH�74 ......... CBMH-76 930 <br />CSMH-65 CBMH-69: RE 936.14: RE - 937.33 RE 939.46 <br />PROPOSED CA SUBGRADE (TYP.j CBMH-62 RE 935.49: RE 935.71 1E (M) 932.46 IE (N) 931.88 <br />K ;0 ' <br />PVC 2 <br />2 <br />V <br />ELEV <br />'EXISTING- GROUND (Tl)�r� <br />RE 934.59 CBMH-64 IE (N) = 9,30.48 IE (E) = 930, ]IE (N) = 931:. 0 IE (E) = 931.07 IE (E) 931.32 <br />RE = 934.84 40 <br />PROPOSED C/L GRADE (TYP.) IE (E) = 929.36 IE (E) = 92933 IE (W) - 930 �E (E) = 9M61 LI E (W <br />�E (NE) 1930.46 .20 E (W) = 930.61 = .931.07 IE (W) - 931.32 <br />925 E (SE) 929 01 - (W) = 929.73 - 925 <br />.... . IE ��W .. 929.16., IE .......... <br />IE <br />26' - 15" RCP 15- RCP 26' - 15" RCP <br />110' - RCP CL 5 0 0.53% CL 5 0 0.38% <br />KCL 5 00.50% 81' - 15� RCP CIL 5 @ 0.35% <br />CL 5 0 0.35% CBMH-73 <br />920 RE = 935.89 CB-75 920 <br />68 E (S) =: 931;68 STMH-72 .......... .... . .. <br />RE = 935.40 CBMH-67 IE (NW) --' 931.6 RE = 9��.Sd <br />IE (S) 9.31.40 RE = 935.20 CBMH-65 IE (SE) - 932.73 CBMH-74A CBMH-74 01 50' 100, 150, <br />. CBMH- 5 '22' - 15" RCP <br />IE (S) = 930.85 RE _935.52 :CL 5 ®0.36% RE = 937.15 <br />IE (N) = 930.85 1E (S) = 930.57 E (S) - 932.56 <br />915 - - - IE (N) = 930.57 �E (NW) - - 932.56 915 0008463STFOIAng <br />27 28 29 30 31 32 33 34 35 36 Adelaide Dt. 07/14/V She& 11 OF 23 <br />Street and <br />Prepared for <br />Westwood 9/22/17 aty �,.0 Landing Storm Sewer <br />Ph... 0" Adelaide LLC <br />�:�):337- 180 769SAIlWam H11 K <br />52) 1: 22 Ed-P-m.,MNS53" SM Construction <br />.a-dp- John Benda} <br />1660 Highway 100 South, Suite 400 1 <br />W-vW Nofmd-4 SeMm 1� 0M R-d D-ft br/dW St. Louis Park, MN 55416 1 Hugo, MN Plan <br />