Laserfiche WebLink
5 =0 +05 <br />IE =883.4 <br />S=1 <br />IE= 886.03 <br />CBE -898. <br />-8.0' <br />5=0+889 <br />IEQ890.01 <br />CBE=903 <br />5-1 +41 <br />IE=894.03 <br />CBE =807.0 <br />R =18.0' <br />S -1+227 <br />1E =895.42 <br />MH 4 <br />BEND <br />S <br />E= 882.37 <br />CBE -894.8 <br />8 G.V. <br />6'x8' TEE <br />3.89 <br />907.0 <br />0.0' <br />WET TAP <br />CONN <br />R <br />CON <br />8' CIP <br />EXISTING <br />12' aP <br />EXIST VERI <br />CONDITI <br />REP <br />NECE <br />T� <br />EXISTING <br />HYDRANT. <br />CONNECT TO <br />EXISTING 8' 0I <br />STUB Mg 45' <br />BEND <br />5=0+.32 <br />IE =890.06 <br />.CBE =900.6 <br />ALLIANT <br />ENGINEERING, INC. <br />233 PARK AVE. SOUTH, SUITE 300 <br />MINNEAPOLIS, MN 65416 <br />PHONE (612) 758-3080 <br />FAX (612) 753 -3099 <br />S-0+24 <br />E =884.88 <br />LSE ■895.4 <br />HYDRANT <br />W/ `F x6" TEE, 6' <br />12.5 -6' <br />PVC C900 <br />FLMIDE EL=894.2p <br />I <br />•-t U <br />HEREBY CERTIFY THAT THUS PLAN, <br />SPECIFICATION, OR REPORT WAS <br />PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT 1 <br />AMA DULY LICENSED <br />PROFESSIONAL ENGINEER UNDER <br />THE LAWS OF THE STATE OF <br />MINNESOTA <br />CLARK WICKLLIN°, PE <br />DATE LICENSE NO. <br />PROJECT TEAM <br />DESIGNED: MPR <br />DRAWN: <br />PROJECT NO: <br />QA/QC REVIEW <br />BY <br />DATE <br />ELL <br />100099 <br />DATE ISSUE <br />&411 <br />DATE ISSUE <br />26 <br />CITY SUBMITTAL <br />4 <br />4 <br />NG 8' CIP <br />X <br />EXISTING <br />EXISTING MH <br />99 LF <br />DIRECTIONAL BORE <br />CONNECT TO <br />EXISTING 6 <br />WATERMAIN <br />0 <br />m <br />0 <br />10 <br />rn <br />z <br />Id a0 <br />x451 <br />U ID TJ <br />ID <br />0 <br />0' <br />0 <br />m <br />STA:14 .93 <br />RDA 900.17 <br />INV OUT:895.59 <br />ID <br />0 m <br />m <br />Ml <br />m <br />0 <br />co <br />14+00 15 +00 16 +00 <br />STA: +28.03 <br />OFF:0.00 <br />RIM:897.15 <br />INV IN:886.88 <br />INVOUT:88488 <br />STA:17+23.12 <br />Off: 0.60 <br />Mr. seam <br />INV IN:882.98 <br />INV IN:882.98 <br />INV O117:880.98 <br />CU <br />1'1 <br />h10 <br />1 1 <br />�+a <br />00 W <br />Di <br />n 0 <br />ca <br />m co <br />CO 0 <br />CO b <br />m <br />17 +00 <br />18 +00 <br />132.8' of PVC <br />SCR 35 0 D. NCREASE W/M COVER DEPTH <br />FROM ST, 17+80 18 +70 BY <br />2.0 FT TQ AVOID EX .L2'.. RCP <br />AND INSULATE <br />0 <br />100 <br />1491..3.....--. -H <br />STA:18+57 84 <br />OFF:0.00 J <br />IN:894.5 <br />INV IN:88042 <br />INV OUT 880.32 <br />N <br />ID <br />19 +00 <br />ID <br />m <br />w <br />m <br />L_ <br />20 +00 <br />EX 72' RCP <br />I 247.9'o PVC SOR 18 0 0.4% <br />m <br />rn <br />3 <br />0 <br />0 m <br />co <br />m <br />STAl21 +05 <br />OFF:18.00R <br />PAY 1 879.83 <br />141/ OUT:819.23 <br />0 <br />ui <br />0 <br />'1 <br />0 0 <br />21 +00 <br />t <br />22 +00 <br />930 <br />920 <br />910 <br />900 <br />890 <br />880 <br />870 <br />860 <br />5 +00 <br />JOSEPHINE WOODS <br />PRELIMINARY AND FINAL PLAT <br />SUBMITTAL <br />4 +00 <br />NOTED <br />1. TYPICAL LOT SERVICES INCLUDE 1-4" PVC SCH 40 SANITARY <br />SERVICE AT 2% MIN. SLOPE AND 1 -1' LOPE SR -9 CTS WTH 1' <br />CORP STOP AND CURB STOP. <br />2 X1 <br />LEGEND: <br />f: <br />S SANITARY SERVICE WYE STATION <br />(FROM DOWNSTREAM MH) <br />IE SANITARY SERVICE INVERT ELEVATION <br />CBE CURB BOX ELEVATION <br />R RISER LENGTH (ACTUAL LENGTH. NOT VERT. 111SE <br />(VERTICAL HEXIHT R X 0.8509) <br />3 +00 <br />2 +00 <br />1 +00 <br />SANITARY SEWER AND WATERMAIN PLAN <br />AND PROFILE <br />SCALE <br />Z <br />0 25 50 <br />IN <br />930 <br />920 <br />910 <br />900 <br />890 <br />880 <br />870 <br />860 <br />H 2 I <br />STA:21+05.07. <br />o :F:18.00R <br />RIM:904.83 <br />INV 14:879.33 <br />INV OUT :879.23 <br />228.5'$ 6" PVC <br />C900 WA"TERMAIN <br />7.5' MIN. <br />COVER <br />MH <br />2 +52.33 <br />.0.00 <br />BIM:898.00 <br />BIY 14:878,62 <br />INV OUT :878.52 <br />EX SAN <br />CROSS <br />152.3' of 8' PVC SDR 19 0 0.40 <br />1523' of 10'HDPEDR1101.OX <br />99' DIRECIXINAL BORE <br />o \-EX STM <br />CROSS <br />WE TAP AND CONNECT <br />TO bIISTING 8" IATERMAIN <br />930 <br />920 <br />910 <br />CORE DRILL <br />TC MH <br />STA:1 +00.00 900 <br />0.00 <br />RIM: 86.45(N) <br />€X INV 114:877 .50) <br />DC INV OUT:678.07(5) <br />INV IN:877.Op <br />890 <br />880 <br />870 <br />860 <br />0 <br />m <br />rn <br />ID <br />m <br />0 <br />0 <br />0 <br />w <br />m <br />m <br />m <br />co <br />Di <br />CO <br />m <br />ID <br />11 <br />100 <br />FEET <br />SHEET 1I of 14 <br />