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04-13-2020 Council Packet
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04-13-2020 Council Packet
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1025.8 1025.5 <br />1025.8 1025.7 <br />1025.5 <br />1025.4 <br />1025.5 <br />1025.3 <br />1025.6 <br />1025.0 <br />1025.3 <br />1 02 5 .0 <br />1025.0 <br />1026 <br />1023 <br />1026 <br />1024 <br />1026 <br />1025 <br />1026 <br />1025 <br />1023.51024 <br />1024 <br />1 0 2 1 <br />1 0 2 0 <br />1 0 1 9 <br />1 0 2 0 <br />102 <br />11022 <br />1025 <br />1024 1023 <br />1025 <br />1026 <br />10 2 7 1027 <br />1027 <br />1 0 2 7 <br />1023 <br />1024 <br />1 0 2 4 <br />1026 <br />1 0 2 6 <br />1024 <br />1 0 2 6 <br />1 0 2 6 <br />1025 <br />1024 <br />1023 <br />1 <br />0 <br />2 <br />4 <br />1024 <br />1 0 2 5 <br />1 0 2 6 <br />1026 <br />102310221021.2 5 <br />1021.25 <br />1 0 2 2 <br />1026 <br />1024 <br />1 0 2 4 <br />1 0 2 4 <br />1023.5 <br />1 0 2 41023 <br />1025 <br />1 0 2 5 <br />1025 <br />1021 <br />1 0 2 4 <br />1 <br />0 <br />2 <br />5 <br />1 0 2 3 <br />1 0 2 3 <br />1022.5 <br />1022.5 <br />1025 <br />1024 <br />1026 <br />1023 <br />1022 <br />1 0 2 2 <br />1 0 2 3 <br />1 0 2 5 <br />1 <br />0 <br />2 <br />6 <br />1 <br />0 <br />2 <br />6 <br />1025 <br />1024 <br />1023 <br />1 0 2 5 <br />1 0 2 5 <br />1 0 2 5 <br />1023 <br />1023 <br />1 0 2 4 1 0 2 5 <br />1 0 2 5 1024 <br />1025 <br />1022 <br />RET. WALL <br />11 S T O N E B A Y <br />W I L L O W P R O P E R T I E S A D D I T I O N ORONO ADDITION <br />TELEPHONE <br />MANHOLE <br />1023 <br />1024 <br />1 0 2 5 <br />1022 <br />1023 <br />1022 <br />1023 <br />1024 <br />TOP OF <br />HYDRANT <br />=(1026.58) <br />CATCH BASIN <br />RIM=(1022.46) <br />INV=(1019.11) <br />1 0 2 4 <br />1 0 2 2 <br />(1 0 2 1 .9 ) <br />(1022.4) <br />(1022.7) <br />(1023.4) <br />(1 0 2 3 .2 )(1023.4) <br />(1 0 2 3 .2 ) <br />(1022.6) <br />(1023.8)(1023.6) <br />(1023.5) <br />(1023.2) <br />(1023.3) <br />(1021.9) <br />(1023.2) <br />(1 0 2 3 .9 ) <br />(1023.2) <br />(1023.3) <br />CATCH BASIN <br />RIM=(1021.38) <br />INV=(1013.98) <br />(1022.9) <br />(1024.9) <br />(1025.7) <br />(1022.7) <br />(1022.7) <br />(1022.2) <br />(1023.4) <br />5 0 <br />35 <br />35 <br />3 5 <br />35 <br />35 <br />BUILDING <br />SETBACK <br />LINES <br />PR OPOS E D C U R B <br />A N D GUTT ER <br />EXISTINGCURB <br />PROPOSED <br />CURB <br />EDGE OFEXISTING <br />BLACKTOP <br />16 SPACES <br />7 S P A C E S <br />3 SPACES <br />7 S P A C E S <br />1025 <br />1023 <br />P R O P O S E D C U R B & G U T T E R <br />EXISTING <br />CURB <br />PROPOSEDCURB <br />(1024.5) <br />(1022.6) <br />(1024.4) <br />(1024.3) <br />(1024.1) <br />(1022.7) <br />(1023.9) <br />(1023.7) <br />(1022.9) <br />(1023.8) <br />(1 0 2 3 .2 ) <br />(1023.9) <br />(1023.5) <br />(1022.8) <br />(1022.7) <br />(1021.6) <br />(1023.2) <br />(1023.3) <br />(1023.5) <br />(1023.8) <br />5 1 .5 <br />5 1 .5 <br />62.6 <br />1 0 2 3 <br />(1023.7) <br />GATEVALVE <br />TOP OFHYDRANT <br />=(1026.34) <br />INV=(1019.10) <br />WATER SERVICEPER CITY AS- <br />BUILT PLANS <br />8" PLUG <br />36.7 <br />64.5 <br />38.6 <br />7 5 .4 <br />7 5 .4 <br />1023 <br />1023 <br />CATCH BASINRIM=(1022.85) <br />INV=(1018.95) <br />1018.0 <br />PROPOSEDWALK <br />PROPOSED <br />CLEANOUT <br />1023.5 <br />1023.8 <br />1 0 2 3 .9 <br />P R O P O S E D W A L K <br />P R O P O S E D W A L K <br />PROPOSED 6" PVCSEWER SERVICE <br />PROPOSED 6" PVC <br />SEWER SERVICE <br />1024.0 <br />1024.6 <br />1024.3 <br />1023.8 <br />1 0 2 5 .8 <br />1025.3 <br />1 0 2 6 .3 <br />1 0 2 5 .8 <br />1026.5 <br />1027.0 1026.3 <br />1026.5 <br />1027.0 <br />1027.7 <br />1027.7 <br />1024.9 <br />1025.5 <br />1026.1 <br />1026.41025.9 <br />1025.5 <br />1026.0 <br />1026.0 <br />PROPOSED 8" <br />DIP WATER <br />SERVICE <br />1022.8 1023.3 <br />EXISTING 30' <br />8" DIP <br />1023.0 <br />1023.4 <br />1022.8 <br />1026.5 <br />1027.0 <br />1023.5 <br />1024.4 1024.8 <br />PROPOSEDCATCH BASIN <br />RIM=1020.8 <br />INV=1015.8 SW <br />INV=1016.5 W <br />PROPOSED AREA 3 BIORETENTION BASIN <br />NWL=1022.0 <br />100 YR HWL = 1024.18 <br />26 LF 30" PVC WITH V NOTCH WEIR <br />INV=1022.0 <br />P R O P O S E D A R E A 4 B I O R E T E N T I O N B A S I N <br />N W L =1 0 2 4 .0 <br />1 0 0 Y R H W L = 1 0 2 4 .8 1 <br />PROPOSED AREA 5 BIO RETENTION BASIN <br />NWL=1023.5 <br />100 YR HWL = 1024.76 <br />4 SPACES <br />1 0 2 3 <br />PROPOSED CURB & GUTTER <br />1 0 2 5 .3 <br />1 0 2 5 .3 <br />ROOFLEADER <br />PROPOSED PED. RAMP <br />ROOFLEADER <br />PROPOSED 10' TRAIL EASEMENT <br />STORM MH <br />RIM=(1023.91) <br />INV=(1012.03)CATCH BASIN <br />RIM=(1021.23) <br />INV=(1015.0) <br />CATCH BASIN <br />RIM=(1022.08) <br />INV=(1016.0) <br />EXISTING STORM SEWER <br />E X I S T I N G S T O R M S E W E R <br />CLEANOUT (TYP) <br />P R O P O S E D 6 " D R A I N T I L E <br />PROPOSED ST MH ON EXISTING STORM SEWER <br />RIM=1026.5 INV E=1013.4 INV NW=1022.5 <br />10 LF 18" PVC WITH <br />V-NOTCH WEIR <br />INV=1023.5 <br />EOF AT 1025.0 & TURF <br />REINFORCEMENT MAT <br />ROOFLEADER <br />PROPOSEDPED. RAMP <br />ROOFLEADER <br />P R O P O S E D 6 " D R A I N T I L E <br />EOF AT 1025.0 & TURFREINFORCEMENT MAT <br />PROPOSED ST MH ON EXISTING STORM SEWER <br />RIM=1026.5 INV E=1012.14 INV NW=1023.0 <br />EXISTING 30"STORM SEWER <br />6 LF 15" PVC WITH <br />V-NOTCH WEIR <br />INV=1024.0 <br />CLEANOUT <br />(TYP) <br />PROPOSED 6" DRAINTILE <br />PROPOSED PRE-TREATMENT <br />WITH RAIN GUARDIAN <br />OR EQUAL <br />1023.5 <br />1022.3 <br />1018.7 <br />PROPOSEDCLEANOUT <br />(TYP) <br />10 25.3 <br />PROPOSED <br />CONC. APRON <br />PROPOSED <br />PED. RAMP <br />EOF AT 1024.3 & TURF <br />REINFORCEMENT MAT <br />N 89°15'26" W 377.35 <br />N 0 0 °0 5 '5 7 " E 2 9 5 .0 0 <br />S 0 0 °0 5 '3 0 " W 2 9 5 .0 0 <br />53.0 <br />50.0 <br />P A R K I N G E A S E M E N T <br />PROPOSED WALK <br />PROPOSED CONC. WALK <br />+- <br />+- <br />1005 <br />s <br />f <br />EXISTING BLACKTOP <br />PARKING AREA <br />CBMH#4RIM ELEV=1020.93 <br />INV ELEV=1014.59 <br />CBMH#5 <br />RIM ELEV=(1021.33) <br />INV ELEV=(1014.3)STMH#6 <br />RIM ELEV=1023.63 <br />INLET ELEV=1012.39 <br />INV ELEV=1011.99 <br />EXISTING CONC. WALK <br />CONCRETE <br />CURB & <br />GUTTER <br />5 <br />5 <br />1 010 <br />5 <br />5 <br />1 0 10 <br />DRAINAGE AND <br />UTILITY EASEMENTS <br />DN <br />CENTER <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />16 <br />8 <br />' <br /> <br />- <br /> <br />0 <br />" <br />8 9 10 <br />VAN <br />ACCESSIBLE <br />11 12 13 <br />15 <br />16 <br />17 <br />18 <br />19 <br />20 <br />21 <br />22232425262728293031323334353637 <br />KELLEY PARKWAY <br />ORONO APARTMENTS <br />LOFT TERRACE <br />3 <br />3 <br />12 <br />4 <br />5 <br />A100.1.1 <br />2 <br />4' - 0" <br />1' <br /> <br />- <br /> <br />6 <br />" <br />2"3' - 8"2" <br />7" <br />4" <br />7" <br />9" <br />9" <br />2' - 0"2' - 0" <br />CONCRETE BASE <br />SIGN ENGRAVEMENT <br />CONCRETE STAND <br />2' - 0"2' - 0" <br />2"3' - 8"2" <br />3' <br /> <br />- <br /> <br />6 <br />" <br />9" <br />4' <br /> <br />- <br /> <br />3 <br />" <br />CONCRETE BASE <br />CONCRETE STAND <br />SIGN ENGRAVEMENT <br />EQ 3' - 1 15/16"EQ <br /> RETAINING WALL <br /> The retaining wall as shown on plan this plan and landscape plan ranges in height <br />from 1 foot to 5 feet. The subcontractor building the wall shall submit engineered shop drawings <br />for approval prior to construction. <br />SITE SIGN <br />A single site plan will be constructed as per attached drawing. <br />SITE LIGHTING <br />Two double poles of lighting on 12’poles will be added. Lighting will not extend beyond the entrance area. <br />Shop drawings will be submitted for staff approval prior to installation as subcontractor has not yet been selected. <br />FUTURE CONNECTION TO SOUTH TRAIL <br />At the time of construction of the trail along Wayzata Blvd a connection from the parking area will be completed. <br /> TRASH ENCLOSURE <br />Exiting trash enclosure to remain and to be screened as per landscape plan. <br />This enclosure is for use by the existing medical building. Trash for apartments will be handled internally in the parking area. <br />1 <br />2 <br />3 <br />4 <br />5 <br />SITE NOTES <br />ISSUE DATE: <br />PROJECT NUMBER: <br />2280 Watertown Road, Long Lake, MN 55356-9419 <br />952.476.4434 ·Fax 952.476.5863 · <br />nw@weberarchitects.com© Copyright 2018 Weber Architects & Planners <br />OWNER: <br />4/3/2020 3:23:55 PM <br />ORONO <br />APARTMENTS <br />PERMIT SET <br />Site Plan <br />A100.1.1 <br />Project Number <br />2745 KELLEY <br />PARKWAY ORONO, <br />MN 55356 <br />ORONO APARTMENTS, LLC <br />WAYZATABAY REALTY, <br />3071 LAKE SHORE BLVD. <br />WAYZATA, MN 55391 <br />1" = 20'-0"A300 A100.1.1 <br />1 Site Plan <br /># REVISION DATE <br />1 1/2" = 1'-0"A100.1.1 A100.1.1 <br />2 Site Sign <br />1 1/2" = 1'-0"A100.1.1 <br />3 Site Sign Elevation
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