Laserfiche WebLink
VANDERBIE STREETXXX>>>>>>>>>>>>>>S <br />S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>D <br />D <br />D||||||||||||||||||||||||||||||||||||||||||||||CCCCCCEX. CB <br />RIM: 901.60 <br />INV: 896.50 E (30") <br />INV: 896.50 W (30") <br />EX. CB <br />RIM: 897.78 <br />INV: 893.38 E (30") <br />INV: 893.38 W (30") <br />INV: 894.58 N (12") <br />INV: 893.38 S (12") <br />8" DIP <br />16" DIP <br />8" WM <br />8" WM <br />6" WM36" STORMSTORM12" RCP12" RCP <br />8" VCP8" VCPohohohohohohohoh XXX>>>>>S >>D <br />C C CFF F <br />EX. CB <br />RIM: 904.26 <br />INV: 899.56 E (30") <br />INV: 899.46 W (30") <br />EX. STMH <br />RIM: 904.91 <br />INV: 899.41 E (30") <br />INV: 899.41 W (30") <br />INV: 899.51 N (18") <br />6" WM <br />12" RCP <br />EX. CB <br />RIM: 897.81 <br />INV: 897.41 N (12") <br />INV: 894.41 S (12")||||||||RIM: 905.14 <br />INV: 887.54 E <br />INV: 887.54 W <br />INV: 887.64 S <br />INV: 894.64 S <br />INV: 887.74 N <br />INV: 892.64 N ohohohEX. CB <br />RIM: 904.40 <br />30" STORM 30" STORM <br />30" STORM <br />30" STORM 30" STORMXXX <br />>>>>>>>>>>>>>>S <br />S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>D <br />D <br />D||||||||||||||||||||||||||||||||||||||||||||||CCCCCCEX. CB <br />RIM: 901.60 <br />INV: 896.50 E (30") <br />INV: 896.50 W (30") <br />EX. CB <br />RIM: 897.78 <br />INV: 893.38 E (30") <br />INV: 893.38 W (30") <br />INV: 894.58 N (12") <br />INV: 893.38 S (12") <br />8" DIP <br />16" DIP <br />8" WM <br />8" WM <br />6" WM36" STORMSTORM12" RCP12" RCP <br />8" VCP8" VCPohohohohohohohoh XXX>>>>>S >>D <br />C C CFF F <br />EX. CB <br />RIM: 904.26 <br />INV: 899.56 E (30") <br />INV: 899.46 W (30") <br />EX. STMH <br />RIM: 904.91 <br />INV: 899.41 E (30") <br />INV: 899.41 W (30") <br />INV: 899.51 N (18") <br />6" WM <br />12" RCP <br />EX. CB <br />RIM: 897.81 <br />INV: 897.41 N (12") <br />INV: 894.41 S (12")||||||||RIM: 905.14 <br />INV: 887.54 E <br />INV: 887.54 W <br />INV: 887.64 S <br />INV: 894.64 S <br />INV: 887.74 N <br />INV: 892.64 N ohohohEX. CB <br />RIM: 904.40 <br />30" STORM 30" STORM <br />30" STORM <br />30" STORM 30" STORMSTREET HSTREET HSTREET GSTREET 2 STREET 2 <br />STREET 4 <br />BL 20 <br />1 5 <br />2 6 <br />3 7 <br />4 8 <br />BL 24 <br />1 5 <br />2 6 <br />3 7 <br />4 8 <br />BL 28 <br />1 4 <br />2 5 <br />3 6 <br />BL 21 <br />1 <br />2 <br />BL 25 <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />BL 29 <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />BL 33 <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />BL 32 <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />BL 3 <br />BL 3 <br />BL 3 <br />BL 3 <br />BL 19 <br />1 5 <br />2 6 <br />3 7 <br />4 8 <br />BL 18 <br />1 5 <br />2 6 <br />3 7 <br />4 8 <br />BL 22 <br />1 5 <br />2 6 <br />3 7 <br />4 8 <br />BL 23 <br />1 5 <br />2 6 <br />3 7 <br />4 8 <br />BL 27 <br />1 4 <br />2 5 <br />3 6 <br />BL 26 <br />1 4 <br />2 5 <br />3 6 <br />BL 31 <br />1 2 3 4 <br />BL 30 <br />1 2 3 4 5 6 <br />BL 34 <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />BL 35 <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />BL 37 <br />1 <br />2 <br />3 <br />4 <br />BL 36 <br />1 <br />2 <br />BL 4 <br />10+00 11+00 12+00 13+00 14+00 15+00 15+60 10+0011+0012+0012+81>>>>>>>>>>>>>>>>>>>>>>>>>>SFSFSFSFSFSFSFSF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF <br />SFSFSF SF SF SF SF <br />15" CL V RCP <br />15" CL V RCP24" <br /> CL <br /> <br />I <br />I <br />I <br /> RCP <br />24" CL III RCP <br />24" CL III RCP15" CL V RCP <br />15" CL V RCP <br />15" CL V RCP <br />24" CL III RCP <br />24" CL III RCP <br />15" CL V RCP <br />18" CL V RCP <br />18" CL V RCP15" CL V RCP <br />15" CL V RCP15" 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 18" CL V RCP9 <br />0 <br />6 <br />904903 902 <br />906 <br />905 <br />902 <br />909909909910910909909 <br />909908909909909908 <br />909903904905906907908909907908909908907910909 <br />909 <br />908 908 <br />909 <br />907907 <br />9 <br />0 <br />5 <br />906>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>HP:15+85.69906.56ST <br />>>>>>>>>STMH-5201 <br />STCB-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 <br />STCB-5124 <br />STCB-5125 <br />STCB-5123 <br />STCB-5127 <br />STCB-5122 <br />STCB-5128 STCB-5121 <br />STUB-5201STUB-5102 <br />HP 08.70 <br />HP 09.97 <br />07.58 <br />07.72 <br />HP 09.69 <br />09.15 <br />09.63 <br />STCB-5602 STCB-5601908EOF 08.58 <br />EOF 08.58 >>>>>>>>>>>>>> <br />STCB-5126 <br />15" CL V RCP <br />STCB-5132 <br />STCB-5116 <br />STCB-5114 <br />STCB-5115 <br />HP 09.50 <br />HP 09.18 <br />13 <br />. <br />2 <br />3 <br />%25.02%0.79%0.79%1.66%1.36%0.60%0.60%0.59%0.60%0.6%0.64%0.80%0.43% <br />1 <br />4 <br />. <br />4 <br />2%11.97%1.99%1.6%1.66%1.3%1.6%0.4%0.54%0.7%0.8%0.60%8.1%7.5%6.3%5.7%7.0%6.3%5.4%4.9%4.1%3.6%3.3% <br />3.8% <br />5.2% <br />7.4% <br />8.3% <br />9.9% <br />7.5% <br />7.5% <br />8.9% <br />7.5% <br />4.3% <br />3.2% <br />6.2% <br />5.3% <br />5.0%6.4% <br />4.1% <br />6.3% <br />5.6%8.5% <br />6.2% <br />7.4% <br />5.3% <br />5.6%9.4% <br />9.0% <br />8.3% <br />7.9% <br />6.6% <br />6.5% <br />5.8% <br />5.2% <br />5.3% <br />4.4% <br />6.0% <br />7.6% <br />6.7% <br />3.6% <br />2.6% <br />4.0% <br />3.1% <br />7.5% <br />8.6% <br />6.0% <br />5.5% <br />5.0% <br />4.9% <br />3.6% <br />3.1% <br />3.2% <br />4.2% <br />4.6% <br />8.0% <br />7.8% <br />6.9% <br />6.5% <br />5.6% <br />5.1% <br />7.3% <br />6.8% <br />5.8% <br />4.9% <br />4.2% <br />3.4%3.4% <br />4.3% <br />5.2% <br />5.6% <br />6.6% <br />7.2% <br />5.1% <br />6.8% <br />6.5% <br />5.3% <br />6.5% <br />5.6% <br />4.7% <br />4.8% <br />4.6% <br />4.9%8.9% <br />5.5% <br />7.7% <br />5.6% <br />6.4% <br />6.9% <br />3.1% <br />3.8% <br />4.8% <br />6.0% <br />6.4%4.7% <br />4.6% <br />4.2% <br />5.0% <br />4.6% <br />3.4% <br />4.1% <br />5.0% <br />5.5% <br />6.1% <br />5.5% <br />6.8% <br />7.4% <br />8.1% <br />8.3% <br />5.4% <br />6.3% <br />7.2% <br />7.5% <br />GL 05.57 <br />GL 05.84 <br />GL 05.90 <br />GL 05.68 <br />GL 05.13 <br />GL 06.45 <br />GL 06.64GL 06.53 <br />GL 06.02 <br />GL 06.31 <br />GL 06.38 <br />GL 05.91 <br />GL 05.98 <br />GL 06.89 <br />GL 07.01 <br />GL 06.46 <br />GL 06.95 <br />GL 07.43GL 07.42 <br />GL 06.79 <br />GL 07.04 <br />GL 07.43 <br />GL 08.16GL 07.77 <br />GL 08.32 <br />GL 08.19 <br />GL 07.53 <br />SW/TBC 07.25 <br />SW/TBC 07.66 <br />GL 06.72 <br />GL 06.72 <br />GL 07.11 GL 06.87 <br />GL 07.65 <br />GL 08.06 <br />GL 07.33 <br />GL 07.65 GL 07.64 <br />GL 08.25 <br />GL 08.98 <br />GL 09.37 <br />GL 09.48 <br />GL 09.88 <br />GL 09.91 <br />GL 09.43 <br />GL 09.51 <br />GL 10.05 <br />GL 09.44 <br />GL 05.15 <br />GL 08.27 <br />GL 08.02 <br />GL 08.01 <br />GL 07.40 <br />SW/TBC 10.19 <br />SW/TBC 10.25 <br />GL 08.98 GL 08.98 <br />TW 08.25TW 09.00 <br />TW 07.26 <br />TW 08.36 <br />TW 07.22 <br />BW 07.22BW 02.99 <br />BW 04.19BW 01.97 <br />BW 07.04 <br />SOG 08.00 <br />SOG 09.00 <br />SOG 08.75 <br />SOG 10.00 <br />SOG 09.60 <br />SOG 09.60 <br />SOG 09.75 <br />SOG 09.25SOG 08.60 <br />SOG 10.00 SOG 10.00 <br />SOG 10.75 <br />SOG 10.50 <br />SOG 10.25 <br />SOG 10.25 <br />EOF 08.01 <br />GL 07.71 GL 07.73 <br />GL 08.02 <br />GL 07.08 <br />GL 07.68 <br />GL 08.56 <br />GL 08.35 <br />GL 07.64 <br />GL 08.02GL 07.20 <br />GL 06.79GL 06.80 <br />GL 07.21 <br />GL 07.53 <br />EOF 08.01 <br />GL 08.48 <br />GL 06.89 <br />GL 09.03 <br />GL 09.03 <br />GL 05.19 <br />GL 06.79 <br />GL 09.05 <br />GL 10.12 <br />GL 09.91 <br />GL 09.00GL 09.00 <br />GL 09.03 <br />GL 06.78 <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 06.15 GL 06.27 <br />GL 06.20GL 06.11 <br />GL 06.18 <br />GL 06.70 GL 06.53 <br />GL 06.64 <br />GL 06.57 <br />GL 06.05 <br />GL 05.78 <br />GL 05.07 <br />GL 04.89 <br />GL 05.37 <br />GL 08.48 <br />GL 08.45 <br />GL 08.11 <br />GL 07.53 <br />GL 07.55 <br />GL 07.54 <br />GL 07.11 <br />GL 08.76 <br />GL 08.80 <br />GL 09.01 <br />GL 06.46 <br />GL 07.20 <br />GL 06.07 <br />GL 05.64 <br />GL 08.57 GL 08.11 <br />GL 08.84 <br />GL 08.53 GL 08.52 <br />GL 08.13 <br />GL 07.10 <br />GL 07.66GL 07.42 <br />GL 07.08 <br />GL 07.78 <br />GL 08.26 <br />GL 07.69 GL 07.13 <br />GL 08.68 <br />GL 07.85 <br />GL 07.11 <br />HP 09.75 <br />HP 09.13 HP 08.52 <br />HP 09.25 <br />GL 05.30 <br />GL 05.98 <br />GL 05.81 <br />HP 09.51 <br />08.09 <br />LP 06.88 <br />LP 07.70 <br />GL 07.02 <br />EOF 08.34 <br />EOF 08.34 <br />EOF 08.28 <br />EOF 08.28 <br />LP 07.80 <br />LP 07.21 <br />LP 07.24 <br />TW 07.75 <br />BW 01.51 <br />08.51 <br />HP:12+00.69 <br />908.28 <br />LP:14+50.00 <br />906.98 <br />HP:12+34.17 <br />908.83 <br />LP:14+38.55 <br />907.87 <br />HP:21+51.50 <br />910.48 <br />HP:11+82.45 <br />908.62 <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 />K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-GRAD-PH 1-PLAN.dwg 9/23/2022 10:53:12 AMAS 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. HOFF09/23/202259709MASS GRADING, <br />DRAINAGE, & <br />EROSION <br />CONTROL <br />PLAN-SOUTH <br />N <br />SCALE IN FEET <br />0 <br />H: <br />50 100 <br />BOTTOM OF WALL <br />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 />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 WATERSHED AT <br />651-792-7976 PRIOR TO BEGINNING CONSTRUCTION ACTIVITY IN ORDER TO <br />SCHEDULE AN INITIAL SWPPP INSPECTION. <br />2. NOTIFY NICOLE SODERHOLM, RAMSEY-WASHINGTON METRO WATERSHED <br />DISTRICT, AT 651-792-7976 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION OF <br />THE STORMWATER FILTRATION BENCH. <br />TEMPORARY <br />SEDIMENT <br />TRAP (TYP)