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10-26-2022 Council Packet
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10-26-2022 Council Packet
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11/1/2022 5:09:22 PM
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11/1/2022 5:02:15 PM
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VANDERBIE STREETXXXXohohohohohohohohoh ohohohXXXohohohXXXXohohohohohohohohoh ohohohXXXohohohSTREET HSTREET HSTREET GSTREET 2 STREET 2 <br />STREET 410+00 11+00 12+00 13+00 14+00 15+00 15+60 10+0011+0012+0012+81>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF <br />SFSFSFSFSFSFSFSFSF SF SF SF SF SF SF <br />SFSFSF SF SF SF SF SF <br />906 <br />909 <br />909908909908 <br />903904905906907907908906908909907910 909 <br />909 <br />908 <br />908 <br />909 <br />907907>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> <br />ST908>>>>>>>>>>>>>>0.94%0.94%1.66%1.49%0.60%0.59%0.60%0.5%0.88%0.80%0.43%1.6%1.66%1.6%1.6%0.3%0.60%0.7%0.8%0.60%8.2%7.5%6.5%5.6%7.1%6.3%5.5%5.0%4.2%3.6%3.2% <br />3.9% <br />4.9% <br />7.4% <br />8.4% <br />9.5% <br />8.0% <br />6.9% <br />8.6% <br />7.1% <br />4.2% <br />3.7% <br />6.7% <br />6.3% <br />6.6%6.9% <br />6.2% <br />7.5% <br />8.0%8.2% <br />6.7% <br />8.1% <br />5.2% <br />5.7%10.0% <br />9.5% <br />8.5% <br />8.1% <br />7.2% <br />6.6% <br />5.9% <br />6.0% <br />7.1% <br />6.1% <br />7.9% <br />8.4% <br />7.0% <br />6.0% <br />4.7% <br />6.1% <br />5.0% <br />7.4% <br />9.1% <br />6.3% <br />5.4% <br />5.0% <br />5.0% <br />3.5% <br />3.2% <br />3.3% <br />3.9% <br />4.4% <br />8.1% <br />7.7% <br />7.1% <br />6.5% <br />5.8% <br />5.1% <br />9.1% <br />7.9% <br />7.0% <br />5.9% <br />5.0% <br />3.8%3.9% <br />4.7% <br />5.9% <br />6.9% <br />8.1% <br />8.8% <br />6.0% <br />7.4% <br />6.9% <br />5.9% <br />7.2% <br />6.1% <br />4.0% <br />4.0% <br />5.2% <br />5.3%8.1% <br />6.3% <br />6.9% <br />5.8% <br />6.4% <br />6.7% <br />3.4% <br />3.9% <br />5.7% <br />6.5% <br />7.2%5.2% <br />7.0% <br />6.4% <br />6.2% <br />6.7% <br />7.7% <br />8.0% <br />8.0% <br />7.6% <br />5.7% <br />6.3% <br />5.0% <br />4.3% <br />3.6% <br />2.6% <br />5.6% <br />4.9% <br />4.3% <br />3.6% <br />HP:11+87.88 <br />908.59 <br />LP:13+17.35 <br />907.93 <br />HP:11+73.42 <br />908.52 <br />LP:13+29.40 <br />906.93 <br />SB <br />SB <br />SB <br />SB <br />SB <br />SOIL BORING 4 <br />SOIL BORING 6 <br />SOIL BORING 7 <br />SOIL BORING 8 <br />SOIL BORING 5 <br />XXXXohohohohohohohohoh ohohohXXXohohohHP:12+00.69908.28 <br />LP:14+50.00906.98 <br />HP:12+36.91908.82 <br />LP:14+38.55907.87 <br />HP:21+51.50910.48 <br />GL 05.51 <br />GL 05.84 <br />GL 05.90 <br />GL 05.62 <br />GL 05.47 <br />GL 06.36 <br />GL 06.55GL 06.36 <br />GL 05.94 <br />GL 06.38 <br />GL 05.62 <br />GL 05.98 <br />GL 07.00 <br />GL 06.46 <br />GL 07.06 <br />GL 07.48GL 07.43 <br />GL 06.76 <br />GL 07.27 <br />GL 07.99 <br />GL 08.01 <br />GL 08.75 <br />GL 08.46 <br />GL 08.33 <br />SW/TBC 07.28 <br />SW/TBC 07.68 <br />GL 06.72GL 07.11 GL 06.87 <br />GL 07.65 <br />GL 08.06 <br />GL 07.40 <br />GL 07.65 GL 07.65 <br />GL 08.25 <br />GL 08.64 <br />GL 09.37 <br />GL 09.15 <br />GL 09.88 <br />GL 09.91 <br />GL 07.63 <br />GL 07.57 <br />GL 10.05 <br />GL 09.44 <br />GL 05.15 <br />GL 08.26 <br />GL 07.67 <br />GL 07.64 <br />GL 07.40 <br />SW/TBC 10.22 <br />SW/TBC 10.28 <br />GL 08.94 GL 08.94 <br />TW 09.00 <br />TW 07.26 <br />TW 08.36 <br />TW 07.22 <br />BW 07.22BW 02.99 <br />BW 04.19 <br />BW 07.04 <br />EOF 07.38 <br />SOG 08.25 <br />SOG 09.25 <br />SOG 08.75 <br />SOG 10.00 <br />SOG 09.60 <br />SOG 09.60 <br />SOG 09.75 <br />SOG 09.25SOG 08.75 <br />SOG 10.00 SOG 10.00 <br />SOG 09.50 <br />SOG 09.60 <br />SOG 09.50 <br />SOG 09.60 <br />EOF 08.01 <br />GL 07.71 GL 07.70 GL 07.94 <br />EOF/BC 07.70 <br />GL 07.57 <br />GL 08.55 <br />GL 08.35 <br />GL 07.64 <br />GL 08.02GL 07.12 <br />GL 06.69GL 06.80 <br />GL 07.21 <br />GL 07.46 <br />EOF 07.97 <br />GL 08.45 GL 07.65 <br />GL 08.17 <br />GL 05.22 <br />GL 06.79 <br />GL 09.05 <br />GL 10.10 <br />GL 09.97 <br />GL 09.05 <br />GL 09.00 <br />GL 09.09 <br />GL 06.83 <br />SW 07.82 <br />SOG 08.85 <br />SOG 09.85 <br />SOG 10.00 <br />SOG 09.00 <br />SOG 09.25 <br />SOG 09.75 <br />SOG 08.75 <br />SOG 08.25 <br />SOG 09.25 <br />SOG 09.75 SOG 09.00 <br />GL 07.23 GL 06.58GL 07.12 <br />GL 07.20 GL 06.48 <br />GL 06.57 GL 06.47 <br />GL 06.07 <br />GL 05.74 <br />GL 05.37 <br />GL 08.50 <br />GL 08.50 <br />GL 08.07 <br />GL 07.60 <br />GL 07.62 <br />GL 07.60 <br />GL 07.11 <br />GL 08.76 <br />GL 08.64 <br />GL 08.97 <br />GL 07.66 <br />GL 06.46 <br />GL 07.45 <br />GL 08.49 GL 08.11 <br />GL 08.31 <br />GL 08.19 GL 08.18 <br />GL 08.12 <br />GL 06.76 <br />GL 07.32GL 07.31 <br />GL 06.75 <br />GL 07.78 <br />GL 08.26 <br />GL 07.69 GL 06.81 <br />GL 08.68 <br />GL 07.85 <br />GL 07.11 <br />HP 09.75 <br />HP 08.66 HP 08.52 <br />HP 09.25 <br />GL 05.30 <br />GL 06.31 <br />07.42 <br />07.69 <br />LP 07.08 <br />LP 07.70 <br />EOF 08.32 <br />EOF 08.32 <br />EOF 08.28 <br />EOF 08.28 <br />LP 07.80 <br />LP 07.73 <br />LP 07.72 <br />TW 07.75 <br />08.51 <br />HP 09.08HP 09.05 <br />GL 08.60 <br />GL 08.32 <br />GL 08.61 <br />GL 08.34 >>>>18" CL V RCP30" CL III RCP <br />24" CL III RCP15" CL V RCP <br />15" CL V RCP <br />15" CL V RCP <br />30" CL III RCP <br />24" CL III RCP <br />15" CL V RCP <br />18" CL V RCP <br />15" CL V RCP <br />15" CL V RCP <br />15" CL V RCP <br />18" CL V RCP <br />15" CL V RCP 21" CL III RCP15" CL V RCP 21" CL III RCPSTCB-5205 <br />STCB-5206 <br />STCB-5131 <br />STCB-5130 <br />STCB-5101 <br />STCB-5113 <br />STCB-5112 <br />STCB-5102 <br />STCB-5119 <br />STCB-5117 <br />STCB-5118 STCB-5124 <br />STCB-5125 <br />STMH-5123 <br />STCB-5127 <br />STCB-5122 <br />STCB-5128 STCB-5121 <br />STUB-5201 <br />STUB-5102 <br />STCB-5602 <br />STCB-5601 <br />STCB-5126 <br />15" CL V RCP <br />STCB-5132 <br />STCB-5116 <br />STCB-5115 <br />HP 08.70 <br />09.34 <br />07.36 <br />EOF 08.36 <br />08.49 <br />EOF 08.57 <br />EOF 08.57 <br />HP 09.50 <br />HP 09.55 <br />HP 09.45 <br />06.09 <br />EOF/BC 08.10 <br />GL 07.78 GL 07.78 <br />LP 07.49 <br />HP/GL 08.05 <br />EOF/BC 08.27 <br />STCB-5114 <br />GL 06.46 <br />07.2 <br />15" CL V RCP15" CL V RCP15" CL V RCP 15" CL V RCP <br />STCB-5227 <br />15" CL V RCP <br />STCB-5226 <br />15" CL V RCP <br />STCB-5225 <br />15" CL V RCP <br />15" CL V RCP <br />LP:12+13.00907.75 <br />EOF 08.07 EOF 08.07 <br />>>>> <br />LP 07.49 <br />07.0 <br />>>>>LP 06.99 <br />HP 08.49 <br />15" CL V RCPSTCB-5133 <br />STCB-5118A <br />15" CL V RCP <br />15" CL V RCP <br />18" CL V RCP <br />GL 06.61 <br />GL 06.88 <br />TW 08.25 <br />>>>>>>>>>>>>>>>>>>>>K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-GRAD-PH 1-PLAN.dwg 10/24/2022 6:34:10 PMAS SHOWN LCW <br />KWHLCW/SJH <br />SCALE: <br />PLAN BY: <br />DESIGN BY: <br />CHECK BY: <br />SHEET <br />WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF10/21/202259709MASS GRADING, <br />DRAINAGE, & <br />EROSION <br />CONTROL <br />PLAN-SOUTH <br />N <br />SCALE IN FEET <br />0 <br />H: <br />40 80 <br />BOTTOM OF <br />WALL AT EG <br />MAX WALL HEIGHT = 8' <br />LEGEND <br />APPROX. CONSTRUCTION LIMITS <br />EXISTING CONTOUR (MAJOR)1019 <br />EXISTING CONTOUR (MINOR)1019 <br />EXISTING FENCEXX <br />PROPOSED FENCEXX <br />965.77 PROPOSED SPOT ELEVATION <br />PROPERTY LINE <br />EXISTING EASEMENT <br />PROPOSED EASEMENT <br />PROPOSED CONTOUR (MAJOR)1019 <br />PROPOSED CONTOUR (MINOR)1019 <br />EXISTING STORM STRUCTURE <br />PROPOSED DRAINAGE STRUCTURE <br />ST <br />EXISTING STORM SEWER PIPE <br />PROPOSED STORM SEWER PIPE>> <br />>> <br />EXISTING SANITARY SEWER MAIN> <br />PROPOSED SANITARY SEWER MAIN> <br />EXISTING SANITARY SEWER SERVICE <br />PROPOSED SANITARY SEWER SERVICE <br />EXISTING SANITARY STRUCTURE <br />PROPOSED SANITARY STRUCTURE <br />S <br />S <br />SF <br />INLET PROTECTION <br />FLOW DIRECTION <br />RIP RAP <br />SILT FENCE <br />STABILIZED CONSTRUCTION ENTRANCE <br />Δ <br />20' OFFSET FROM TOWER FOOTINGS <br />WHERE EARTH CUT OR FILL IS NOT <br />ALLOWED <br />SURFACE SAND FILTER MEDIA <br />DRAINAGE SURFACE FLOW PATH (EOF) <br />EROSION CONTROL BLANKET TYPE 3N <br />EROSION CONTROL BLANKET CAT 25N <br />PROPOSED SLAB ON GRADE ELEVATIONSOG <br />TEMPORARY SEDIMENT TRAP <br />EXISTING SOIL BORINGSB <br />WEST POND <br />EMERGENCY OVERFLOW <br />FLOWS SOUTH ALONG <br />SWALE WITHIN DESOTO <br />RIGHT-OF-WAY <br />GRADING NOTES <br />1. NOTIFY NICOLE SODERHOLM, RAMSEY-WASHINGTON METRO <br />WATERSHED AT 651-792-7976 PRIOR TO BEGINNING CONSTRUCTION <br />ACTIVITY IN ORDER TO SCHEDULE AN INITIAL SWPPP INSPECTION. <br />2. NOTIFY NICOLE SODERHOLM, RAMSEY-WASHINGTON METRO <br />WATERSHED DISTRICT, AT 651-792-7976 AT LEAST 48 HOURS PRIOR TO <br />CONSTRUCTION OF THE STORMWATER FILTRATION BENCH. <br />TEMPORARY <br />SEDIMENTTRAP (TYP) <br />CG-103 10/24/2022
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