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BP: 0+00.00PC: 1+10.43PRC: 2+25.75PT: 3+04.97EP: 6+71.840+00 <br />1+00 2+00 <br />3+00 4+00 5+00 6+00 6+71.84 <br />20+ <br />0 <br />0 <br />21+0022+0023+0023+85.10BP: 20+00.00PC: 20+44.54PT: 21+07.30 <br />PI: 22+08.22 <br />PI: 22+47.83 <br />EP: 23+85.10 GCCSTRM (INV)ELEV=871.64FESTELEV=871.53CVFGSMH SSWR <br />R=879.70 <br />SE (10INCH PVC) <br />NE (10inch PVC)868.04 <br />868.04 <br />I=I=I=I=I= <br />I= <br />CB <br />R=878.65 <br />NE (15INCH RCP) <br />S (10inch RCP)874.32 <br />874.25 <br />I=I=I=I=I= <br />I= <br />CB <br />R=878.31 <br />N (15INCH RCP) <br />SW (15inch RCP) <br />SE (21INCH RCP) <br />873.48 <br />873.51 <br />I= <br />I=873.92I=I=I= <br />I=SMH SSWR <br />R=878.37 <br />SW (10INCH PVC) <br />N (10inch PVC)868.25 <br />868.23 <br />I=I=I=I=I= <br />I= <br />CB <br />R=876.96 <br />NW (33INCH RCP) <br />NE (33inch RCP) <br />E (12INCH RCP) <br />S (15inch RCP) <br />SUMP <br />870.84 <br />870.62 <br />I= <br />I=872.46 <br />I=871.72 <br />I=870.16I= <br />I= <br />CB <br />R=877.03 <br />I= <br />I=I=I=I= <br />I=SMH SSWR <br />R=879.94 <br />E (10INCH PVC) <br />NW (10inch PVC)867.60 <br />867.60 <br />I=I=I=I=I= <br />I= <br />CB <br />R=878.30 <br />E (15INCH RCP)874.65I=I=I=I=I=I=BBBBBBCBCCCB <br />R=880.64 <br />S (UNKNOWN)I=I=I=I=I=I=CCECOCOCOCOCOCOCOClGGGGGGGGGGG <br />G <br />G <br />GGGGGGGGEEEEEEEEEEEEE <br />E <br />E <br />E <br />E <br />E <br />EEEEEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGG <br />G GGGX <br />XXXXXXXXXXXXEEEEEEEEEEEEEEEEEEEE <br />E <br />E <br />E <br />EEEE <br />E <br />E <br />GGGGG>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllllll>>llll l l l l l l l l l <br />G <br />G <br />G <br />G <br />G <br />G <br />C-D <br />C-D <br />C-D <br />C-D <br />C-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-D <br />C-D <br />C-D <br />C- <br />D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-D <br />C-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-Dl l <br />l <br />>>>>>>0+00 <br />1+00 2+00 <br />3+00 4+00 5+00 6+00 6+71.84BP: 0+00.00PC: 1+10.43PRC: 2+25.75PT: 3+04.97EP: 6+71.84>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>20+ <br />0 <br />0 <br />21+0022+0023+0023+85.10BP: 20+00.00PC: 20+44.54PT: 21+07.30 <br />PI: 22+08.22 <br />PI: 22+47.83 <br />EP: 23+85.10 llllllllllllllllllllll>>> <br />> <br />R <br />2 <br />0 <br />'R20'R17.5'R2 <br />0 <br />'R20'MH - 2 <br />FES - 3 <br />>>>>12" RCP 12" RCP>>15" RCP> <br />> <br />1 <br />2 <br />" <br /> <br /> <br />R <br />C <br />P <br />MH - 6 <br />MH - 7 <br />1 <br />2 <br />"WMl12" WM lllllllllllll12" WM <br />l12" WM 12"WM ll12" WM <br />lllll6" WM <br />6"WM lll0+00 <br />1+00 2+00 <br />3+00 4+00 5+00 6+00 6+71.84BP: 0+00.00PC: 1+10.43PRC: 2+25.75PT: 3+04.97EP: 6+71.8420+ <br />0 <br />0 <br />21+0022+0023+0023+85.10BP: 20+00.00PC: 20+44.54PT: 21+07.30 <br />PI: 22+08.22 <br />PI: 22+47.83 <br />EP: 23+85.10>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 12" WM <br />R <br />2 <br />0 <br />'llllH:\ELKR\24X135752000\CAD\C3D\FIGR-135752-CREDIT UNION CHANGES.dwg 2/7/2025 1:20:00 PMR <br />YALE COURT EXTENSION <br />CITY OF ELK RIVER <br />CREDIT UNION DRIVEWAY CONCEPT <br />FEBRUARY 2025 <br />RFEETSCALE <br />0 25 50 <br />HORZ. <br />R <br />2 <br />0 <br />'40'B-BR20'R290.33'R292.18'40'B-B30' <br />28.5'TEMPORARY (FUTUREFRONTAGE ROAD)PERMANENT (CURRENTPROPOSED IMPROVEMENTS)YALE COURT <br />YAL <br />E <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />REMOVE WATERMAIN SERVICE/VALVE <br />REMOVE HYDRANT <br />170TH AVESALVAGE SPIRE CREDIT <br />UNION MONUMENT SIGN <br />REINSTALL SPIRE CREDIT <br />UNION MONUMENT SIGN <br />TRANSITION TO B612 CURB <br />TO MATCH EX CURB WIDTH <br />TRANSITION TO B612 CURB <br />TO MATCH EX CURB WIDTH <br />PROPOSED D&U <br />EASEMENT <br />PROPOSED <br />RIGHT-OF-WAY <br />FUTURE CURB <br />FUTURE POND <br />EQUALIZER PIPE <br />FUTURE 12" <br />WATERMAIN <br />STUB PAST <br />WMN & SSWR <br />FOR FUTURE USE <br />EXIT ONLY <br />Page 158 of 197