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10-26-2022 Council Packet
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VANDERBIE STREETDESOTO STREEToh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh <br />oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh <br />oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh <br />oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh <br />oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh <br />oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh ohohohohohohohohohohohohohohohohohohohohoh <br />oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh <br />oh oh oh oh oh oh oh oh ohohohohohohohohohohohoh <br />oh <br />oh <br />oh <br />oh XXX X X <br />X X X X X X X X X X X X X X X <br />MB <br />p e t r o <br />p e t r o <br />p e t r o <br />p e t r o <br />p e t r o <br />p e t r o <br />p e t r o <br />p e t r o <br />p e t r o <br />p e t r o <br />p et r o p et r o <br />pet r opetro <br />oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh <br />oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh <br />oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh <br />oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh <br />oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh <br />oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh ohohohohohohohohohohohohohohohohohohohohoh <br />oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh <br />oh oh oh oh oh oh oh oh ohohohohohohohohohohohoh <br />oh <br />oh <br />oh <br />oh XXX X X <br />X X X X X X X X X X X X X X X <br />MB <br />p e t r o <br />p e t r o <br />p e t r o <br />p e t r o <br />p e t r o <br />p e t r o <br />p e t r o <br />p e t r o <br />p e t r o <br />p e t r o <br />p et r o p et r o <br />pet r opetro <br />STREET 2 STREET 2 <br />STREET 1 STREET 1 <br />Δ Δ ΔΔΔΔΔΔ ΔΔΔ10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+5910+0011+0012+0012+3710+0011+0012+0012+3510+0011+0012+0012+3510+00>>>>>>>>>>>> <br />>>>> <br />>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFEOF <br />SF <br />909905 <br />909 <br />90 <br />7 <br />908 <br />909 <br />908 909908909909910 <br />908909 <br />908909901900 <br />902903904905903908908 <br />908909 <br />904 903 902 901 <br />908 <br />905 <br />904 903 902 901 <br />906 <br />905 <br />899 899 900 901 <br />902 907904905904904903902 <br />901901900899 <br />908 909906>>>>>>>> <br />>>>> <br />>>>>>>>>>>>>>>>>>>>>>> <br />HP:10+84.44 <br />907.18 <br />LP:11+47.65 <br />906.91 <br />HP:12+75.46 <br />908.09 <br />LP:13+73.45 <br />907.52 <br />HP:14+55.00 <br />907.78 LP:15+05.13908.0914.3%10.2%25.0%1.02%1.10%12.0%25.1%2.10%25.0% <br />2.11%3.21%0.6%1.0%0.6%0.9%0.8%0.8%0.8% <br />0.8%1.6%3.30%1.50% <br />1.61% <br />2.02% <br />1.8 <br />6 <br />% <br />6.5% <br />7.7% <br />4.6% <br />5.3% <br />8.7% <br />8.6% <br />3.2% <br />3.6% <br />7.0% <br />7.9% <br />8.6%5.4% <br />4.5% <br />3.7%3.7% <br />4.5% <br />5.3%9.2% <br />8.2% <br />7.2%3.6% <br />4.8% <br />5.3% <br />5.1% <br />5.1% <br />4.5% <br />8 <br />. <br />4% <br />4.1% <br />4.5% <br />4.4% <br />4.2%5.3% <br />4.5% <br />3.6% <br />4.3% <br />5.3% <br />6.0% <br />6.7% <br />3.9% <br />4.7% <br />9.1% <br />9.9% <br />5.5% <br />6.1% <br />6.8% <br />7.5% <br />6.0% <br />4.6% <br />3.4% <br />4.6% <br />3.5% <br />4.7% <br />4.2% <br />3.3% <br />5.3% <br />4.4% <br />4.4% <br />5.5%17.03%SB SB <br />SB <br />SB <br />SOIL BORING 1 SOIL BORING 2 <br />SOIL BORING 3 <br />SOIL BORING 4 <br />oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh <br />oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh <br />oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh <br />oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh <br />oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh <br />oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh ohohohohohohohohohohohohohohohohohohohohoh <br />oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh <br />oh oh oh oh oh oh oh oh ohohohohohohohohohohohoh <br />oh <br />oh <br />oh <br />oh XXX X X <br />X X X X X X X X X X X X X X X <br />MB <br />p e t r o <br />p e t r o <br />p e t r o <br />p e t r o <br />p e t r o <br />p e t r o <br />p e t r o <br />p e t r o <br />p e t r o <br />p e t r o <br />p et r o p et r o <br />pet r opetro <br />LP:15+39.40 <br />906.98 <br />HP:11+33.29908.82 <br />LP:12+01.84908.57 <br />HP:12+99.65 <br />908.96 <br />12+4810+0011+0012+00GL 08.74 <br />GL 08.07 <br />GL 08.23 <br />GL 08.97 <br />GL 08.07 <br />GL 08.48 <br />GL 08.38 <br />GL 08.09 <br />GL 05.47 <br />GL 06.27 <br />GL 06.38 <br />GL 05.62 <br />GL 05.98 <br />GL 07.00 <br />GL 07.01 <br />GL 06.46 <br />GL 07.99 <br />GL 08.73 <br />GL 08.01 <br />GL 08.75 <br />GL 09.03 <br />GL 08.41 <br />SW 09.00 <br />SW 09.03 <br />GL 08.53 <br />SW 09.00 <br />GL 07.97 <br />SW 08.58 <br />SW/TBC 08.91 <br />SW/TBC 07.28 <br />EOF 08.50 <br />EOF 07.38 <br />SOG 10.25 <br />GL 08.70 <br />GL 08.42 <br />SOG 11.00SOG 11.00 <br />SOG 10.65 <br />SOG 10.75 SOG 09.75 SOG 09.75 SOG 10.00 SOG 10.00 <br />SOG 09.50 <br />SOG 10.75SOG 10.50 <br />SOG 10.50 <br />GL 07.23 GL 06.58 <br />GL 06.01 <br />GL 06.55 <br />GL 07.12 <br />GL 05.06 <br />GL 04.79 <br />GL 05.37 <br />GL 07.45 <br />GL 07.87 <br />GL 08.56GL 08.48 <br />GL 08.32 <br />GL 07.89 <br />GL 08.40 <br />GL 08.44 <br />GL 08.89 <br />GL 09.26 <br />GL 08.81GL 08.82 <br />GL 09.23 <br />GL 08.91 <br />GL 09.34GL 09.35 <br />GL 08.41 <br />GL 08.64 <br />GL 07.99 <br />GL 08.59 <br />GL 09.28GL 09.28 <br />GL 08.69 <br />GL 08.69 <br />GL 08.31 <br />GL 07.46 <br />GL 09.57GL 07.38 <br />GL 09.54 <br />GL 08.31 GL 08.80 <br />GL 07.20GL 07.34 <br />GL 08.80 <br />GL 10.04GL 10.04 GL 09.31GL 09.31 <br />GL 08.91 <br />GL 08.17GL 09.61 <br />GL 09.29 GL 09.37 <br />GL 09.54 <br />GL 05.97 <br />GL 06.02 <br />GL 07.67 <br />GL 07.84 <br />GL 06.14 <br />GL 06.85 <br />GL 05.42 <br />GL 05.44 <br />GL 08.60 <br />GL 08.00 <br />SW/TBC 07.25 <br />SW 08.99 <br />SW 09.15 <br />GL 06.59 <br />GL 07.10 <br />GL 07.45 GL 07.45 <br />GL 07.76 GL 08.06 <br />GL 08.66 <br />GL 09.02 <br />GL 09.52GL 09.52 <br />GL 09.47 <br />GL 09.15 <br />GL 09.06 <br />GL 09.24 <br />GL 09.42 <br />GL 09.07 <br />GL 08.78 <br />GL 09.32 <br />GL 07.79 <br />HP 10.17 <br />GL 05.30 <br />GL 06.31 <br />GL 05.32 <br />GL 07.07 <br />SW/TBC 08.84 >>>>24" CL III RCP15" CL V RCP <br />15" CL V RCP <br />15" CL V RCP <br />24" CL III RCP15" CL V RCP <br />24" CL III RCP <br />24" CL III RCP <br />18" CL V RCP <br />21" CL III RCP <br />15" CL V RCP <br />15" CL V RCP30" <br /> CL <br /> <br />I <br />I <br />I <br /> RCP <br />30" CL III RCP <br />24" CL III RCP <br />15" CL V RCP <br />15" CL V RCP <br />30" CL III RCP <br />24" CL III RCP <br />FES-6 <br />STCB-5222 <br />STCB-5217 <br />STCB-5223 <br />STCB-5220 <br />STMH-5211 <br />FES-4 <br />STCB-5221 <br />FES-2 <br />FES-3 <br />FES-5 <br />STMH-5201 <br />STMH-5204 <br />STCB-5210 <br />STCB-5209 <br />FES-1 STMH-5100 <br />OCS-1 <br />FES-8 <br />STCB-5208 <br />STCB-5130 <br />STCB-5101 <br />STUB-5201 <br />STUB-5102 <br />DISCHARGE INV: 904.50 <br />15" CL V RCP <br />STMH-5301 <br />STCB-5218 <br />GL 06.09 GL 04.70 GL 05.07 <br />13. <br />2 <br />% <br />14 <br />. <br />5 <br />% <br />GL 05.96 <br />GL 08.41 <br />07.36 <br />08.10 <br />07.10 <br />LP 06.76 <br />08.01 <br />EOF 08.91 <br />GL 08.80 <br />07.0 <br />07.2 07.1 <br />06.9 <br />07.0 <br />07.2 <br />07.2 <br />07.0 <br />07.2 <br />06.0 <br />06.2 <br />06.4 <br />07.207.0 <br />06.9 <br />07.1 <br />STCB-5316 <br />15" CL V RCP <br />GL 07.45 <br />EOF 07.75 <br />EOF 07.75 <br />EOF 07.43 <br />EOF 07.43 >>>>07.0 06.8 <br />GL 07.90 <br />STORMWATER <br />POND <br />NWL=903.0 <br />HWL=905.5STORMWATER <br />POND <br />NWL=900.0 <br />HWL=904.1 <br />15" CL V RCP <br />15" CL V RCP <br />15" CL V RCP <br />K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-GRAD-PH 1-PLAN.dwg 10/24/2022 6:33:59 PMCG-102 <br />AS 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-NORTH <br />N <br />SCALE IN FEET <br />0 <br />H: <br />40 80 <br />GRADING NOTES <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 />1. SEE SHEET CG-108 FOR OUTLET CONTROL STRUCTURE (OCS) DESIGN DATA. <br />2. 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 />3. 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 />SEDIMENTTRAP (TYP) <br />1 <br />KEY NOTES <br />1. INSTALL RIP RAP AT END OF PHASE 1 STORM PIPES. CONSTRUCT DRAINAGE <br />SWALE TO DOWNSTREAM TEMPORARY SEDIMENT TRAPS. DISCHARGE PIPE <br />OUTLET FROM TEMPORARY SEDIMENT TRAPS TO STRUCTURES STMH-5301 <br />AND STMH-5211, RESPECTIVELY. <br />2. OUTLET PIPES FROM TEMPORARY SEDIMENT TRAPS TO BE INSTALLED UNDER <br />PROPOSED TRAIL. TEMPORARY PIPE IS NOT TO BE WITHIN TRAIL BASE. <br />2 <br />2 <br />2 10/24/2022
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