Laserfiche WebLink
LEGEND: <br />1) — > — Denotes <br />2) — > — Denotes <br />3) — 1 — Denotes <br />) — i — Denotes <br />- oho - Denotes <br />6) —) — Denotes <br />7) 0 Denotes <br />8) Q Denotes <br />• <br />Proposed Sanitary Sewer <br />Existing Sanitary Sewer <br />Proposed Watermoin <br />Existing Watermoin <br />Existing Electric <br />Proposed Storm <br />Storm Drain Manhole <br />Sanitary Sewer Manhole <br />EXISTING UTILITIES <br />1) The information shown on these drawings concerning twse and <br />location 01 existing utilities is not guaranteed to be accurate <br />or oil inclusive. The contractor is responsbie for making his own <br />determination as to the type and locution of utilities os may <br />be necessary to ovoid damage to these utilities. <br />a2) The Contractor shot! be responsible for existing Witty locations. <br />Cog Gopher State One at (651) 454 -0002 for locations. <br />!TARS SEWER <br />1) Sonifary Sewer Service shall be r PVC SOR 35 unless otherwise noted. <br />2) Sewer Service boatians and eerotians shill be verified In the field <br />prior to construction. <br />WATERMAIN <br />1) Water Service y,o6 be 8- DIP. <br />r � <br />15' RC <br />896.0 <br />0 <br />Vd <br />North line <br />of the SW <br />• <br />UTIL1TY PLAN <br />MOLIN CONCRETE PRODUCTS <br />Lino Lakes, Minnesota <br />EX. 15' RC STORM SEWER <br />5 -12' RCp <br />l.E. 899.31 <br />cRAss <br />870 so. ft <br />Edge of <br />'Water �� ■11. <br />f the South 412 ft <br />4ofthe SW 1/4 <br />NG <br />et 1•0 <br />e <br />0' <br />33 <br />/— <br />33 <br />2' Conc. V <br />Curb <br />236.3 <br />4 Propone Tanks <br />Teie. Box Sign <br />EX. MI <br />R.E. 903.57 <br />LE. 893.51 <br />893.90 <br />N <br />34.6 <br />EX. CB <br />lexR.E. 901.80 <br />LE. 899.30 <br />11 N <br />EX..- <br />LE. ... 57 <br />36.1 <br />FUTURE BLDG1 <br />FFE 905.5 <br />EX. 8" PVC SAN. SEW. <br />GRAPHIC SCALE <br />Ale <br />141 <br />1591 L 999 <br />10o r. <br />EX. UI <br />R.E. <br />1.E. 604,41 <br />CUT INTO <br />SEWER <br />SANITARY <br />8'XBeR><tE <br />LE 893.85 <br />VERIFY) <br />ONAL epee <br />TRENCH Re <br />104 AND MR <br />CONCRETE <br />81' PVC SAKI Y <br />SEWER 0 1. <br />. 804.65 <br />( at riff 1 <br />1 9se8 . 60 n. <br />EXTEND SERVICES INTO <br />BUILDING AT LOCATION <br />DESIGNATED BY OWNER <br />Conc. <br />Enclosure <br />/39),7 <br />74,972 sq.ft. <br />EXISTING <br />BUILDING <br />(F.F.E. 905.5 + / -) <br />CONNECT TO EX. 8' DIP <br />WATERMMN W/ TAPPING <br />SLEEVE AND VALVE <br />0 28. �� .0 93 {)% <br />36.0 ; <br />4.57: <br />Conc. o o/ /o <br />with or:, �ci <br />ransformer. '� /"/T <br />DING SETBACK LINE � �5.3, <br />Conc. Bidg <br />rt Roods � �+e <br />G <br />__ _fir :;;" • ✓ r--: - <br />C Wall & Sig_ - - <br />IS) <br />BUILDING Ret -Walls <br />Dirt <br />M <br />n <br />EXISTING BITUMINOU <br />1058.90 <br />/ Eexxu <br />A.C. <br />RIWWLWIS <br />cwaN <br />A.G. <br />C.G.S. <br />t <br />oFP -2� <br />LILAC <br />673.00 <br />N <br />• <br />/N <br />�,2<04/2 �; o <br />ao <br />SJ <br />a <br />o 1= <br />16.00o <br />/to <br />'D'.8 <br />EX. MN <br />R.E. 903.50 <br />I.E. 893.38 <br />0a <br />37.4 <br />1,870 <br />PATCH AND REPAIR <br />EX. 91UINVOUS AS <br />R K <br />8' -45' <br />p4 <br />thwestern <br />Easement <br />HYDRANT <br />Belt Telephone Co. <br />Per Doc. 705603 <br />FIR+ <br />MOLJN CONCRETE <br />415 LILAC ST <br />UNO LAKES MN 55014 <br />(651) 786 -7772 FAX (051) 788 -0229 <br />l <br />G <br />ARE <br />Curb Cut <br />8'-90' BEND <br />8'-45' BEND <br />1 -story conc. <br />office bldg. <br />1 of the SW 1/4 <br />10 -�- <br />//89 /3/9/ <br />-/ 6.511 sq.ft. <br />30.00'°o // ioi <br />10 00 /m <br />Conc. <br />......:..o% OTrans. <br />Pad <br />*x,49.50 <br />0T <br />N00 °44'48 E <br />OD <br />C3 <br />OD <br />Q. <br />co <br />N <br />0) <br />01L <br />O <br />c <br />East 26 <br />O <br />Ci <br />• <br />=_ <br />I hereby ceetey that this plan was prepared by me or under <br />my ,Peet supervision and that 1 on, o ally Licensed Pro- <br />fessional Engineer under the lows of the Sate of Nennosota. <br />CRAIG C SCJ+'UCNTINC <br />047E 8 /10/01 REC. 9.b 41295 <br />Sift PLAAINRC f.ALIRE RING <br />PLOW SWINS9iNti ANC. <br />91817 LEXl1G7 ? AVENGE' ALL <br />Mai PNES MN SS014 -3685 <br />(71S3) NZ-10 3 <br />FAX (783) 786- 6O07 <br />• <br />DATE: 8/9/01 <br />C2 <br />