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• <br />TRUNK SANITARY <br />SEW <br />B'/ OMQtS �� <br />FUTURE 0' , <br />WATERMAN <br />�NIN BY OTHERS <br />IN0.- 665.40 <br />2 <br />A <br />3 <br />BLOCK 1 <br />sees0'm -r <br />1207.82 <br />CONNECT 6' DIP <br />0652 WN 1320' <br />TO CM CONNECTION Nowt nRR <br />• <br />153' -6• <br />110• -16' <br />C8 17 <br />800_90130 <br />INV. -00730 <br />00835 0 0.408 <br />RCP O 4608 <br />143' -6' somas <br />001 -902.00 <br />NV.- 687.20 <br />4 <br />5 <br />0 4.008 <br />18 <br />196• -e• 00820 • 0,4418 <br />101•- <br />Is <br />A0 <br />k1 <br />R 03.00 <br />1NV. -86620 <br />SOR35 0 0.408 <br />u M. 870-902.40 <br />INV.-66060 <br />1NURP BASIN A <br />HWL•d97.8 <br />NWL -694.5 <br />Z <br />600- 901.50 <br />.096.50(04 <br />NV- 0 <br />11/4/4697.20(N) , <br />116' -16• RCP • 1.388 <br />STUN 9 <br />010 -891.50 <br />INV.- 694.07(5) <br />I 3Y -12' <br />0 1.02• <br />CBYH 11 <br />800•90210 <br />SCE-1 5' 80:P 0 0.008 <br />0800 12 <br />010•403.40 <br />fT.T. MV.- 697.90(5) <br />Inv .418.80(E) <br />- 9Rr._w7.72Mi <br />C -21• F. aril. <br />Y -12' rtg • 1.008 <br />/ y <br />OUTLOT,43 <br />L 1'f <br />7�. / <br />4.12 \ • <br />40' -15' RCP 0 0.308) • \\ <br />AA R ., 1 1. ..k.- <br />1 <br />C80944 \------ ' <br />IV44.- 3.10 BLOCK 3 / \ <br />h <br />RRN-904.50 1 0 / <br />NV. -89470 <br />2• -l6' RCP 0 0.308 <br />908-6• SOR35 0 0.408 <br />RIY-902.80 <br />INV.■92.30 <br />140• -6' SOR15 0 0.408 <br />07 1 <br />RIM- 901.70 <br />INV.-692.19 <br />010010 X30 <br />NV.- 695.00 <br />RIM 905.50 <br />1141/.559.00 <br />CS C8 14 <br />011/4906.00 <br />904.-900.70 <br />77 -8' 50630 O 0.408 <br />/ • .` 32• -I2 RCP 0 1.008 <br />TdOT B Del* <br />008•-0• sD•35 0 0. 8 854.90420 <br />ON.- 699.70 <br />/ 60'-6• S0R 35 0 0 <br />OUTLOT B <br />8080 <br />HWL -892.1 <br />1.8000 00 <br />,\ / • / \ 1 <br />1 / I I <br />o•' vs <br />FvT. ca �-,.. ,...2.00 1T\ <br />1NV.- 691.60(0) <br />� <br />INV.92.00(N) 156'- 2T118P• 0.208 <br />11.0 597.70(03) <br />CBMH 3 <br />800- 904.00 <br />w INV.- 89292(5)/ <br />INV.- 6113.12(8) <br />NV.- 699.15( <br />' -12' RCP 0 1.008, <br />CBYH 2 <br />809- 902.60 <br />U/V._BB2.15(S) <br />1011. - 892.30(0) <br />i2• -24' RCP 0 0.248 <br />27' RCP FE <br />/ YHA. -69,30 <br />FUTURE 32' -12' <br />RCP 018 <br />OUTLOT B <br />• <br />ICAO <br />NWL -092.1 <br />NURP RAJA <br />1011- 694.3 • <br />MW.-6913 \ <br />/ <br />•Z <br />• <br />:6 <br />ai <br />INF1LTRATI001 <br />1550 SF <br />SUBCUT 1' FILL W1111 <br />1' GRANULAR 5005 <br />0 E3611N0 SANITARY <br />44Y -6' SOR35 0 0.4x8 <br />ML L.1 <br />RIM•901.50 <br />INV. -89130 <br />0 80 120 180 <br />SDSE" - -180 FEET <br />LEGEND <br />PROPOSED STORM SEWER <br />COSTING WATERMA N <br />PROPOSED WAIERMAN <br />SA6TAN SEWER <br />PROPOSED SANITARY SEWER <br />PROPOSED IIYORAO' W/ VALVE <br />PROPOSED GATE VALVE <br />CONSTRUC110N NOTES:: <br />1. REFER TO ARCHITECTS SITE PLAN FOR BUMMING AND <br />PAION9 LAYOUT, MANSIONS. 1.q LOCATIONS. <br />2. THE UTILITY CONTRACOO SHALL. TERRY THE 1OCATION5 <br />1140 ELEVATIONS OF THE BUILDING PIPE SYSTEM PRIOR <br />TO CONSTRUCTING SERVICE CONNECTIONS. <br />3. ALL PIPE CONNECTIONS TO DOTING m63TIES <br />STRUCTURES SHALL BE 1000- 14- 5EI/.• OR CRY APPROVED <br />MUM- FOR CONCRETE 8OCR OR BRICK 57RUCTUR6. <br />CONSTRUCT AN COMM EQUAL 70 THE PIPE SIZE 80070 <br />AI10UN0 PIPE 10 QA5E OPENIN0 MO RERAN 5TR00003 E <br />70 CAT 800418EMEM4. THE CONTACTOR SHALL VERIFY <br />TYPE OF CE NNEC110 4 W1111 CRT! ENGINEERING <br />DEPARTMENT AND CCOR001410 ANT REQUIRED CRY <br />=INFECTIONS NEEDED FOR CRY ACCEPTANCE- <br />4. STREET RESTORATION REQUIREMENTS. 1 -1/2' <br />BITUMINOUS WENT COURSE 3-1/2' BTNIONOUS 475E <br />COURSE 8' CL 5 AGG. (1008 CRUSHED UMESTON0) <br />COMPACTED SUOGPAOE AND 'TRENCH BAC% RU- <br />5. PRIOR TO UTILITY CONSTRUCTION IRE CONTRACTOR <br />SNAIL 011D NOR' EO05100 UI1UT0 LOCATORS AN0 <br />INVERTS ANY DISCREPANCY BETWEEN PLANS ARO REND <br />CONOmONS SHALL BE REPORTED TO THE OWNER <br />I00EDIA7ELY. <br />WARNING <br />TIE CONTRACTOR SHALL CONTACT <br />ALL PUBLBC UTILmES FOR LOCATIONS <br />OF N.I. UNOERCROUNO WIRES, CABLES, <br />CONOU115, PIPES, MANHOLES. VALVES. <br />OR OTHER BURIED STRUCTURES BEFORE <br />0150240. HE 51VLL REPOT OR REPLACE <br />THE ABOVE WHEN DAMAGED CORING <br />CONSTRUL71004 AT NO COST 1O OWNER, <br />1 Rg.„.%.;F:g <br />AUG 1 % 2001 <br />C T Y 0.,..)i' UN ) <br />70 <br />BY <br />REVISIONS <br />REV) <br />2 -12-01 <br />RF <br />PRELIMINARY PION SUBMITTAL <br />A-4-41 <br />RF <br />CRY d: WATERSHED REVISIONS <br />6 -7 -01 <br />OS <br />CRY REVISIONS <br />8 -13 -01 <br />RF <br />NEW SUBMITTAL <br />(7-HEREBY CONEY THAT THIS PUN. 801408 CA1104. OR <br />REPORT WAS PREPRAEO 6Y ME OR UNDER W DIRECT <br />RIPERV0S10N .440 TINT I .W A ORLY LICENSED PROFFSS1NAL <br />1ICRIM UNDER 111E LAW6 OF THE STALE OF MFNE501& <br />DOUG SDNL <br />DAM <br />RED... 19594 <br />PMENFD 68 <br />CAE <br />SCHOELL k MADSON, INC:\ / OWNER/DEVELOPER <br />ENGINIFRS • SURVEYORS • PLANNING <br />SOIL TESTING • 01 402NMENT4. 50810005 <br />10350 WAYZATA BOULEVARD, SUITE 1 <br />MINNETONKA, MN 35305 • <br />(952) 546 -7601 090: 548 -9085 <br />W W W.R.AmOno4.o Uem <br />\ENG \h151.3 \UUh \U2 \PKEUTI <br />HERITAGE DEVELOPMENT <br />422 EAST COUNTY ROAD D <br />ST PAUL, MN <br />851- 481 -0017 <br />wg, (J <br />200 1) <br />44 <br />: .i <br />.. <br />, La vin <br />DATE. AUGUST 13 2001 <br />(PROJECT NAME /SHEET 11TLE <br />SADDLE CLUB ADDITION <br />LINO LAKES, MN <br />PRELIMINARY UTILITY PLAN <br />1 <br />S.M.I. PROJECT NO. 61513 -006 SHEET 5 OF 7 SHEETS <br />