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7+007+94CB-301 <br />RIM 921.74 <br />CBMH-306 <br />RIM 920.63 <br />CBMH-304 <br />RIM 920.67 <br />CBMH-307 <br />RIM 920.26 <br />CBMH-302 <br />RIM 920.56 <br />CBMH-303 <br />RIM 920.58 <br />CBMH-312 <br />RIM 919.82 <br />CB-310 <br />RIM 919.14 <br />CBMH-311 <br />RIM 919.14 <br />28 LF 12" RCP @ 0.50% <br />28 LF 12" RCP @ 1.61% <br />SMH-408 <br />SMH-407 <br />SMH-406 <br />SMH-431 <br />SMH-432 <br />SMH-433 <br />SMH-434 <br />5+00 <br />6+00 <br />7+00 <br />8+00 <br />9+00 <br />10 <br />+ <br />0 <br />0 <br />PC: <br /> 6+64 <br />.30PT: <br /> 6+47 <br />.36PT: 9+50.32919.73920.00919.79919.37919.60920.00 <br />919.22 <br />920.56 <br />920.70 <br />920.92 920.56920.71920.67919.44919.4 <br />1 <br />919.2 <br />5 <br />919. <br />2 <br />4 <br />921.10 <br />921.00 <br />921.50 <br />921.40 <br />L =2 8 6 .0 ,R =2 9 9 .8 <br />L =2 7 8 .8 ,R =3 0 0 .0 <br />900 <br />910 <br />920 <br />930 <br />890 <br />895 <br />900 <br />905 <br />910 <br />915 <br />920 <br />925 <br />930 <br />-1.64% <br />-0.57% <br />PVI STA = 6+88.67 <br />PVI ELEV = 921.00 <br />A.D. = 1.07% <br />K = 69.99 <br />75.00' VC <br />BVCS: 6+51.17BVCE: 921.62EVCS: 7+26.17EVCE: 920.79924.10917.35+00 923.28915.4922.46914.46+00 921.64914.0920.98914.27+00 920.65915.4920.36914.98+00 920.08914.5919.79914.89+00 919.51916.0919.22917.610+00 <br />84 LF 12" RCP @ 0.49% <br />112 LF 12" RCP @ 0.43% <br />75 LF 15" RCP @ 0.58% <br />32 LF 12" RCP @ 1.09% <br />28 LF 12" RCP @ 0.71% <br />30 LF 12" RCP @ 2.52%SMH-406SMH-407SMH-431SMH-432SMH-433CBMH-312RIM 919.82INV 915.38 (SE)INV 915.38 (N)CBMH-307RIM 920.26SUMP 911.00INV 916.42 (SE)INV 914.00 (W)INV 914.97 (NW)CBMH-304RIM 920.67INV 916.85 (NW)INV 916.85 (NE)INV 916.85 (S)CBMH-303RIM 920.58INV 917.20 (SE)INV 917.20 (N)CBMH-302RIM 920.56INV 917.40 (NW)INV 917.65 (E)CB-301RIM 921.74INV 918.40 (W)CBMH-311RIM 919.14INV 915.86 (S)INV 915.86 (E)SMH-434SMH-408PLOTTED:COMM. NO. <br />DRAWING NO. <br />----17004 <br />ONEKA PRAIRIE <br />1 3 6 0 5 1 s t A v e n u e N . #1 0 0 <br />P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m <br />P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0 <br />A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C <br />DRAWING TITLE <br />CHECKED BY:DRAWN:DESIGNED: <br />ATJRAT <br />04/11/2023 <br />REVISION LOG <br />DESCRIPTION OF REVISIONSNO.DATE <br />SOUTHWIND HOLDINGS, LLC <br />CONSTRUCTION DOCUMENTS <br />51317 <br />ADAM THIELE, PEPRINT NAME: <br />SIGNATURE: <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR <br />REPORT WAS PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY LICENSED <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE <br />OF MINNESOTA. <br />DATE:LICENSE NO.04/11/2023 <br />1 5/15/23 REVISED PER CITY COMMENTS <br />2 5/31/23 REVISED PER CITY COMMENTSN <br />STREET & STORM SEWER - <br />FAIROAKS AVENUE - STA <br />5+00 TO 10+00SEE SHEET 17R=47'R=30'R=47'END CURB WITH BEAVERTAIL <br />END BITUMINOUS TRAIL <br />STA 9+01 <br />END CURB WITH BEAVERTAIL <br />STA 8+89 <br />MAINTAIN VALLEY IN <br />BITUMINOUS PAVEMENT FOR <br />DRAINAGE CONVEYANCER=20'R=20' <br />SEE S <br />H <br />E <br />E <br />T <br /> <br />16 <br />0 20'40' <br />18 <br />INSTALL BARRICADES AND <br />"FUTURE THRU STREET" SIGNAGE <br />2 <br />35 <br />END FAIROAKS STREET <br />STA 9+72 <br />GRADE BEYOND PAVEMENT TO <br />PROPERTY LINE AT 3:1 SLOPE MAX <br />EXTEND ASPHALT AROUND CATCHBASIN FRAME <br />AND DIRECT RUNOFF INTO STRUCTURE. TAPER <br />ASPHALT EITHER SIDE OF CURB HOOD TO <br />PROTECT FRAME UNTIL ROAD EXTENSION. <br />EOF 919.25 <br />EOF 919.25