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PL PACKET 02262018
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PL PACKET 02262018
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Last modified
4/9/2018 8:40:08 AM
Creation date
2/20/2018 3:22:59 PM
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MULTI-RESIDENTIAL 1 <br />FFE=923.00 <br />GARAGE=912.00 <br />ASSISTED SENIOR LIVING <br />FFE=923.00 <br />GARAGE=913.00 <br />INDEPENDENT SENIOR LIVING <br />FFE=927.00 <br />GARAGE=917.00 <br />MULTI-RESIDENTIAL 1 <br />FFE=923.00 <br />GARAGE=912.00 <br />LOBBY AND <br />COMMON AREA <br />FFE=923.00 <br />GARAGE=912.00 <br />STORMWATER POND <br />STORMWATER POND <br />NWL=911.00 <br />HWL=915.92 <br />KEN <br />ZI <br />E <br />T <br />E <br />R <br />R <br />A <br />C <br />E ( <br />C <br />O <br />U <br />N <br />T <br />Y <br />R <br />D 153)STINSON PARKWAY92492692 <br />6 <br />920 <br />916916 <br />918 9189229229249 <br />2 <br />4 <br />91 <br />8 <br />922924926 920920 <br />922 <br />920 <br />918 <br />92292492091 <br />4 <br />9 <br />1 <br />6 <br />9 <br />1 <br />8 <br />9 <br />2 <br />2 <br />9 <br />1 <br />0 <br />9 <br />1 <br />0 <br />9 <br />1 <br />0 <br />920 <br />920912914916918 918920 <br />922 920918922 9229209 <br />2 <br />0 <br />910910914916 <br />9 <br />1 <br />8 <br />918 <br />914 <br />91 <br />6 <br />910 <br />9 <br />2 <br />4 <br />910924 <br />92 <br />4 <br />920 <br />918 <br />920 <br />920920 <br />922 <br />920 <br />918 <br />918 <br />920922924926 <br />RIPRAP CLASS III <br />(NO LIMESTONE) <br />RIPRAP CLASS III <br />(NO LIMESTONE) <br />CONSTRUCTION <br />LIMITS (TYP.) <br />CONSTRUCTION <br />LIMITS (TYP.) <br />STRUCTURE - (14) <br />RIM=922.02 <br />N INV=914.05 <br />NE INV=914.05 <br />SE INV=914.05 <br />STRUCTURE - (46) <br />RIM=922.25 <br />N INV=915.37 <br />S INV=915.37 <br />STRUCTURE - (30) <br />RIM=920.03 <br />N INV=915.22 <br />S INV=915.22 <br />STRUCTURE - (22) <br />RIM=919.76 <br />E INV=914.93 <br />N INV=914.93 <br />SW INV=914.93 <br />STRUCTURE - (62) <br />RIM=922.47 <br />NW INV=913.91 <br />SW INV=913.91 <br />STRUCTURE - (47) <br />RIM=919.82 <br />N INV=916.21 <br />W INV=916.21 <br />STRUCTURE - (61) <br />RIM=920.67 <br />N INV=912.68 <br />SE INV=912.68 <br />STRUCTURE - (15) <br />RIM=922.26 <br />NW INV=912.56 <br />E INV=912.56 <br />STRUCTURE - (59) <br />RIM=922.06 <br />E INV=915.61 <br />S INV=915.61 <br />STRUCTURE - (60) <br />RIM=923.62 <br />E INV=913.56 <br />NE INV=913.56 <br />S INV=913.56 <br />STRUCTURE - (49) <br />RIM=919.42 <br />S INV=914.81 <br />W INV=914.81 <br />STRUCTURE - (50) <br />RIM=919.64 <br />NE INV=913.44 <br />STRUCTURE - (52) <br />RIM=918.67 <br />E INV=914.41 <br />NE INV=914.41 <br />SW INV=914.41 <br />STRUCTURE - (54) <br />RIM=915.80 <br />W INV=913.78 <br />E INV=913.78 <br />STRUCTURE - (32) <br />RIM=917.72 <br />SW INV=913.38 <br />STRUCTURE - (55) <br />RIM=916.21 <br />W INV=913.07 <br />S INV=913.07 <br />E INV=913.07 <br />STRUCTURE - (51) <br />RIM=917.49 <br />NE INV=912.41 <br />SE INV=912.31 <br />STRUCTURE - (19) <br />RIM=915.63 <br />W INV=912.44 <br />S INV=912.44 <br />STRUCTURE - (24) <br />RIM=917.72 <br />NE INV=913.10 <br />SW INV=913.10 <br />SE INV=913.00 <br />STRUCTURE - (33) <br />RIM=916.88 <br />SW INV=912.88 <br />STRUCTURE - (37) <br />RIM=916.55 <br />N INV=908.94 <br />SW INV=911.00 <br />STRUCTURE - (18) <br />RIM=916.20 <br />E INV=914.68 <br />STRUCTURE - (58) <br />RIM=916.77 <br />N INV=911.30 <br />W INV=912.00 <br />S INV=911.30 <br />STRUCTURE - (25) <br />RIM=916.72 <br />NW INV=912.60 <br />NE INV=912.60 <br />SW INV=912.50 <br />STRUCTURE - (38) <br />RIM=916.73 <br />SW INV=909.50 <br />NE INV=909.50 <br />STRUCTURE - (40) <br />RIM=916.64 <br />S INV=912.50 <br />STRUCTURE - (57) <br />RIM=916.62 <br />N INV=911.79 <br />S INV=911.79 <br />STRUCTURE - (53) <br />RIM=916.09 <br />NE INV=911.72 <br />STRUCTURE - (63) <br />RIM=916.06 <br />SW INV=911.28 <br />NE INV=911.18 <br />STRUCTURE - (65) <br />RIM=916.06 <br />SW INV=911.66 <br />NW INV=911.66 <br />NE INV=911.56 <br />STRUCTURE - (41) <br />RIM=916.00 <br />NE INV=912.00 <br />STRUCTURE - (64) <br />SW INV=911.00 <br />STRUCTURE - (39) <br />RIM=916.04 <br />NW INV=908.51 <br />N INV=911.91 <br />SW INV=910.88 <br />STRUCTURE - (36) <br />S INV=909.20 <br />STRUCTURE - (21) <br />N INV=911.00 <br />29 LF OF 15" RCP @ 0.50% <br />180 LF OF 15" HDP <br />E <br /> <br />@ <br /> <br />0 <br />. <br />5 <br />0 <br />% <br />128 LF OF 21" HDPE @ 0.51% <br />60 LF OF 24" RCP @ 0.50% <br />93 LF OF 12" RCP @ 0.42%58 LF OF 21" RCP @ 0.50% <br />56 LF OF 12" RCP @ 0.50%57 LF OF 12" RCP @ 0.50% <br />1 <br />2 <br />6 <br /> <br />L <br />F <br /> O <br />F <br /> <br />1 <br />5 <br />" <br /> RCP <br /> @ <br /> <br />0 <br />. <br />5 <br />2% <br />53 LF OF 12" RCP @ 0.50% <br />114 LF OF 12" RCP @ 1.75% <br />37 LF OF 12" RCP @ 1.34% <br />29 LF OF 12" RCP @ 2.00% <br />56 LF OF 12" RCP @ 2.00% <br />22 LF OF 15" RCP @ 0.67% <br />257 LF O <br />F <br /> <br />1 <br />8 <br />" <br /> <br />R <br />C <br />P <br /> <br />@ <br /> <br />0 <br />. <br />5 <br />0 <br />% <br />133 LF OF 30" RCP @ 0.39% <br />60 LF OF 12" RCP @ 0.58% <br />12 LF OF 15" RCP @ 0.76% <br />61 LF OF 18" RCP @ 0.66% <br />12 LF OF 12" RCP @ 0.49% <br />141 LF OF 15" HDPE @ <br /> <br />0 <br />. <br />5 <br />0 <br />% <br />120 LF OF 21 <br />" <br /> <br />H <br />D <br />P <br />E <br /> <br />@ <br /> <br />0 <br />. <br />5 <br />2 <br />%97 LF OF 21" RCP @ 0.50%172 LF OF 12" HDPE @ 0.50%90 LF OF 36" RCP @ 0.40%69 LF OF 15" RCP @ 0.50% <br />37 LF OF 18" RCP @ 0.50% <br />57 LF OF 18" RCP @ 0.50% <br />85 LF <br />O <br />F <br />3 <br />0" <br />R <br />C <br />P <br />@ <br />0. <br />3 <br />9 <br />% <br />STRUCTURE - (92) <br />N INV=912.00 <br />35 LF OF 15" RCP @ 2.00% <br />STRUCTURE - (72) <br />RIM=921.19 <br />NE INV=914.08 <br />W INV=914.08 <br />STRUCTURE - (89) <br />RIM=924.59 <br />N INV=914.75 <br />S INV=914.75 <br />STRUCTURE - (88) <br />RIM=920.32 <br />S INV=916.64 <br />W INV=916.64 <br />131 LF O <br />F <br /> <br />3 <br />0 <br />" <br /> <br />R <br />C <br />P <br /> <br />@ <br /> <br />0 <br />. <br />4 <br />0 <br />% <br />50 LF OF 12" PVC @ 2.00% <br />206 LF OF 12" HDPE @ 0.50%88 LF OF 12" PVC @ 2.00%83 LF OF 12" PVC @ 1.99%65 LF OF 12" PVC @ 1.93%130 LF OF 36" RCP @ 0.40%140 LF OF 12" HDPE @ 0.50%EOF=17.50 <br />EOF=17.58 <br />EOF=17.41 <br />EOF=17.30 <br />EOF=23.50 <br />EOF=17.43 <br />EOF=20.32 <br />EOF=22.54 <br />EOF=25.50 <br />EOF=19.68 <br />EOF=17.50 <br />EOF=17.37 <br />EOF=19.75 <br />EOF=22.85 <br />EOF=19.89 <br />EOF=16.00 <br />EOF=16.39 <br />EOF=16.84 <br />EOF=17.79 <br />EOF=19.88 <br />EOF=19.91 <br />EOF=22.30 <br />EOF=16.90 <br />EOF=16.31 <br />EOF=16.31 <br />EOF=21.90 <br />EOF=18.90 <br />TRENCH DRAIN <br />TRENCH DRAIN <br />TRENCH <br />DRAIN <br />TRENCH <br />DRAIN <br />STRUCTURE - (69) <br />RIM=916.80 <br />SW INV=909.00 <br />NE INV=909.00 <br />SE INV=909.00 <br />17 LF OF 12" RCP @ 2.81% <br />C-502 <br />STORM SEWER <br />PLAN NORTH <br />Drawn By: <br />Issue Date: <br />Project #:5005-0003 <br />RAGTHE VILLAGE LLC DEVELOPMENTTHE VILLAGE, LLC1907 WAYZATA BLVD, SUITE 250M:\5005\0003\DESIGN\CAD\PLANSHEETS\C-502 Storm Sewer Plan North.dwgDescription:Date:WAYZATA, MN 55391Issue #:ST. ANTHONY VILLAGE, MINNESOTA12/06/2017 <br />1Issue #Prepared For:XX/XX/XXXXDESCRIPTIONISSUE #Sheet #: <br />Sheet Title:1/25/2018 2:12:38 PMDate: <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION, OR REPORT WAS <br />PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT I AM A <br />DULY REGISTERED PROFESSIONAL <br />ENGINEER UNDER THE LAWS OF THE <br />STATE OF MINNESOTA. <br />License #: <br />WARNING: <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL <br />COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. <br />THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR <br />THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED <br />STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING <br />CONSTRUCTION AT NO COST TO THE OWNER. <br />TWIN CITY AREA: 651-454-0002 <br />TOLL FREE 1-800-252-1166 <br />CALL BEFORE YOU DIG <br />PROPERTY LINE <br />STORM SEWER LEGEND <br />SETBACK LINE <br />EASEMENT LINE <br />PROPOSED STORM SEWER <br />PROPOSED STORM SEWER STRUCTURE <br />EXISTING STORM STRUCTURE <br />EXISTING STORM SEWER <br />EXISTING CONTOUR <br />PROPOSED CONTOUR9XX <br />PROPOSED 6" PVC DRAINTILE
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