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SB <br />L <br />SB <br />L <br />SB <br />L <br />SB <br />L <br />SB <br />L <br />SB <br />L <br />SB <br />L <br />SBL SBL SBL SBL SBL SBL SBL <br />SB <br />L <br />SB <br />L <br />SB <br />L <br />SB <br />L <br />SB <br />L <br />SB <br />L <br />SB <br />L <br />SB <br />L <br />SBLSBLSBLSBLSBLSBLSBLSBL <br />SB <br />- <br />P <br />K <br />N <br />G <br />SB <br />- <br />P <br />K <br />N <br />G <br />SB <br />- <br />P <br />K <br />N <br />G <br />SB <br />- <br />P <br />K <br />N <br />G <br />SB-PKNG <br />SB-PKNG <br />SB-PKNG <br />SB-PKNG <br />SB <br />- <br />P <br />K <br />N <br />G <br />SB <br />- <br />P <br />K <br />N <br />G <br />SB <br />- <br />P <br />K <br />N <br />G <br />SB <br />- <br />P <br />K <br />N <br />G <br />SB-PKNG SB-PKNG SB-PKNG SB-PKNG SB-PKNG <br />PROPOSED <br />BUILDING <br />4,800 SF <br />FFE = 964.50 <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />> <br />RIM=960.9 <br />INV(N)=953.3 <br />INV(E)=955.1 <br />INV(S)=955.3 <br />INV(SUMP)=952.2 <br />RIM=960.8 <br />INV(N)=956.7 <br />INV(W)=953.3 <br />INV(S)=953.3 <br />RIM=956.7 <br />INV(E)=952.3 <br />INV(W)=952.0 <br />961.4 <br />TC-CB <br />961.5 <br />TC-CB <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />OH <br />E <br />OH <br />E <br />OH <br />E <br />OH <br />E <br />OH <br />E <br />OH <br />E <br />OH <br />E <br />OH <br />E <br />OH <br />E <br />OH <br />E <br />OH <br />E <br />OH <br />E <br />OH <br />E <br />OH <br />E <br />OH <br />E <br />OHE <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>>>>>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />EX SSMH <br />RIM=961.6 <br />I=951.85 <br />8" <br /> <br />V <br />C <br />P <br />EX SAN SER <br />I=953.8 <br />(FIELD VERIFY) <br />2" CORP STOP <br />31 LF 1" TYPE K COPPER <br />1" CURB STOP & BOX <br />(FIELD LOCATE) <br />12 <br />" <br /> <br />D <br />I <br />P <br /> <br />W <br />M <br />CONNECT TO EX 12" CMP <br />I=955.00 <br />11 LF 12" CMP @ 2.29% <br />OCS <br />RIM=960.50 <br />ORIFICE = 958.5 (15") N <br />I=954.74 (12") S <br />IO=954.41 (18") W <br />SEE DETAIL C7.40/7 <br />CONNECT TO EX 18" RCP <br />I=954.30 <br />5 LF 18" RCP @ 2.00% <br />NYLOPLAST DRAIN BASIN <br />RIM=962.80 <br />IO=960.76 (8") W <br />SEE DETAIL C7.40/5 <br />8" FES <br />INV=960.30 <br />>>>>>> <br />64 LF 8" HDPE @ 0.71% <br />4" SAN STUB <br />IO=956.42 (4") W <br />CONNECT TO <br />EX SAN SER W/ RISER <br />I=955.50 (4") E <br />IO=953.80 (4") W <br />(FIELD VERIFY) <br />>> <br />46 LF 4" SAN @ 2.00% <br />ll <br />38 LF-1" WATER SERVICE <br />CONNECT TO EX 1" <br />WATER SERVICE & <br />EXTEND CURB BOX TO <br />PROPOSED GRADE <br />(FIELD VERIFY) <br />CULVERT FES <br />INV=960.00 <br />CULVERT FES <br />INV=959.00 <br />>> <br />>> <br />58 LF 12" CMP @ 1.72% <br />UTIL XING <br />BTM STM= 959.4 <br />TOP SAN SER= 956.0 <br />UTIL XING <br />BTM STM= 959.6 <br />TOP WAT SER= 955.3 <br />(FIELD VERIFY) <br />X- <br />R <br />e <br />f <br /> <br />D <br />w <br />g <br />: <br />2 <br />5 <br />0 <br />1 <br />8 <br />- <br />B <br />o <br />r <br />d <br />e <br />r <br />. <br />d <br />w <br />g <br />X- <br />R <br />e <br />f <br /> <br />D <br />w <br />g <br />: <br />2 <br />5 <br />0 <br />1 <br />8 <br />- <br />S <br />U <br />R <br />V <br />E <br />Y <br />. <br />d <br />w <br />g <br />X- <br />R <br />e <br />f <br /> <br />D <br />w <br />g <br />: <br />2 <br />5 <br />0 <br />1 <br />8 <br />- <br />B <br />A <br />S <br />E <br />. <br />d <br />w <br />g <br />X- <br />R <br />e <br />f <br /> <br />D <br />w <br />g <br />: <br />2 <br />5 <br />0 <br />1 <br />8 <br />- <br />G <br />R <br />A <br />D <br />. <br />d <br />w <br />g <br />X- <br />R <br />e <br />f <br /> <br />D <br />w <br />g <br />: <br />2 <br />5 <br />0 <br />1 <br />8 <br />- <br />U <br />T <br />I <br />L <br />. <br />d <br />w <br />g <br />Dr <br />a <br />w <br />i <br />n <br />g <br />: <br />P <br />: <br />\ <br />P <br />r <br />o <br />j <br />e <br />c <br />t <br />s <br />\ <br />2 <br />5 <br />0 <br />1 <br />8 <br /> <br />- <br /> <br />S <br />c <br />h <br />e <br />u <br />n <br />e <br />m <br />a <br />n <br /> <br />R <br />d <br />, <br /> <br />G <br />e <br />m <br /> <br />L <br />a <br />k <br />e <br />, <br /> <br />M <br />N <br />\ <br />P <br />r <br />o <br />d <br />u <br />c <br />t <br />i <br />o <br />n <br />\ <br />_ <br />S <br />h <br />e <br />e <br />t <br /> <br />D <br />r <br />a <br />w <br />i <br />n <br />g <br />s <br />\ <br />2 <br />5 <br />0 <br />1 <br />8 <br />- <br />C <br />4 <br />. <br />0 <br />. <br />d <br />w <br />g <br />La <br />y <br />o <br />u <br />t <br />: <br />2 <br />2 <br />x <br />3 <br />4 <br />Da <br />t <br />e <br />: <br />N <br />o <br />v <br /> <br />0 <br />4 <br />, <br />2 <br />0 <br />2 <br />5 <br />, <br />1 <br />: <br />3 <br />8 <br />p <br />m <br />Utility Plan <br />C4.0Know what's below.Call before you dig.0 20 40 <br />N <br />20 scale <br />DATEISSUE / REVISION <br />11-05-2025Site Plan Review <br />3863 Crestwood Place <br />White Bear Lake, MN 55110 <br />Phone: 651-338-8848 <br />Review By: RH <br />Project # : 25018 <br />Submittal Date: 11-05-2025 <br />Submittal Phase: Site Plan <br />Review <br />Copyright Land & Resource Consulting <br />Joe Huth <br />KRUNCH <br />Dumpster <br />Gem Lake, MN <br />MN. Lic. No. 19576 <br />Date: <br />Randall C. Hedlund <br />I hereby certify that this plan, specification, or <br />report was prepared by me or under my <br />direct supervision and that I am a duly <br />Licensed Professional Engineer under the <br />laws of the State of Minnesota. <br />PR <br />E <br />L <br />I <br />M <br />I <br />N <br />A <br />R <br />Y <br /> N <br />O <br />T <br /> <br />F <br />O <br />R <br />CON <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br />14260 23rd Ave N <br />Plymouth, MN <br />Phone: 763-340-0699 <br />DRAWINGS BY <br />DRAWINGS FOR <br />PROJECT <br />CERTIFICATION <br />ISSUED FOR <br />SUBMITTAL INFO <br />SHEET TITLE <br />SHEET NUMBER <br />Utility Notes <br />1.For surveying and construction staking, contact Land & Resource Consulting 763.340.0699. <br />2.Erosion control measures shall be installed prior to the start of construction. <br />3.Obtain all necessary permits prior to the start of construction. <br />4.Contact all utility service providers a minimum of 72 hours prior to the start of construction. <br />5.Pipe Materials <br />Storm Sewer: Reinforced Concrete (RCP) <br />High-Density Polyethylene Pipe (HDPE) <br />Corrugated Metal Pipe (CMP) <br />Sanitary Sewer: Service: PVC Schedule 40 <br />Watermain: Service: Copper Type K <br />6.Contractor shall field verify horizontal and vertical location of all utilities prior to the start of construction. <br />7.Contractor shall investigate, excavate and expose existing utilities at crossings and potential conflicts prior <br />to the start of utility installation. Report inconsistencies to the engineer and owner immediately. <br />8.Pipe lengths on the plans are measures from center of structure to center of structure. <br />9.Refer to lighting plan to coordinate electric conduit installation and potential conflicts. <br />10.Compaction and backfill shall be in accordance with the geotechnical investigation and the Gem Lake <br />construction and design practices. <br />11.Testing frequency shall be in accordance with the geotechnical engineer and Gem Lake Standards. <br />12.Proposed driveway culverts shall be individually approved by the Gem Lake on a case-by-case basis. <br />Legend <br />Sanitary <br />Storm <br />Water <br />Catch Basin <br />> <br />>> <br />ll <br />Flared End and Rip Rap <br />Flared End