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2" x 2" HARDWOOD <br />MARKER W /SPIKE. <br />i —6' METAL FENCE <br />POST MARKER <br />PAINTED GREEN <br />MAX. <br />- <br />CURB <br />- _ <br />0 <br />RECEIVED <br />NOV 2003 <br />W <br />O <br />m <br />01 <br />iti A <br />Sheet: <br />11 of 11 <br />n <br />o <br />4. <br />o <br />b <br />- <br />- <br />- - <br />. <br />_ <br />_ <br />IcT L <br />oa <br />■ <br />=1 <br />- <br />SERVICE SLOPE 17. MIN. <br />Lp <br />=III— <br />II' <br />`o <br />`1 <br />kI R T I G H T <br />LUG OR <br />CAP <br />Project Name /Location: <br />Marshan Townhomes <br />2nd Addition <br />Lino Lakes. minneseta <br />Sheet rue: <br />DETAIL SHEET <br />SMI Protect Is <br />I— WYE <br />.I,1I� <br />-_I <br />I_1 ' <br />I <br />45' BEND <br />r 6' METAL FENCE <br />i POST MARKER <br />.',.I1 <br />— 11 -111 11 II1=1 11 <br />=1I <br />- - FENCE EPOST <br />PROPOSED OR EXISTING PLANTED BLUE <br />ROADWAY <br />I11- GRANULAR BEDDING <br />MATERIAL (COMPACTED) <br />WITHOUT RISER <br />kg <br />8' MIN <br />COVER <br />COVER AS SPECIFIED <br />SIZE, LENGTH, MHO TYPE <br />OF MATERIAL FOR SERVICE <br />UNE AS SPECIFIED <br />GATE <br />- <br />VALVE BOX 8' <br />LONG AT FULL <br />EXTENSION <br />PL <br />2" x 2" HARDWOOD <br />MARKER W /SPIKE. <br />PAINTED GREEN <br />I <br />I <br />- <br />COVER AS <br />SPECIFIED <br />WATERMAIN SIZE VARIES <br />1 �I <br />- —m <br />' GATE VALVE BOX <br />I <br />t <br />DEPTHS GREATER THAN <br />14' WHERE RISER APPROVED <br />BY ENGINEER. <br />II <br />_ <br />— <br />_' j <br />I ` <br />, �I_- <br />x <br />GATE VALVE <br />1 1/2" WASHED ROCK ALL <br />�— <br />J <br />,.�A - AROUND. MIN.1 /3 C.Y. <br />r (MIN. 1 C.Y. IN IMPERVIOUS SOILS) <br />11� <br />AIRTIGHT <br />SLOPE I% MIN I <br />Client <br />Hokanson Development, Inc. <br />9174 IsIanti Street N.E. <br />Blaine, MN 68494 <br />17631 786 -3130 <br />` — PLUG OR I <br />•(� .S�SUPPOflT <br />O <br />= <br />��116 <br />CAP <br />GATE <br />VALVE WITH CONC. <br />TEE BLOCK <br />(SEE DEfML 203) <br />- - <br />WATER SERVICE DETAIL <br />_ - <br />7/2/97 <br />.. TEE •. �. :. <br />( ^. �. <br />L•• >" <br />- <br />_ <br />4 - _ <br />�)E <br />! <br />- <br />— <br />'.'f <br />I <br />=T11 -- I1 <br />- 45' BEND <br />- - - GRANULAR BEDDING <br />• �- MATERIAL (COMPACTED) I <br />SERVICE - , —_ 1- <br />/p • -1= SERVICE WYE TO BE i <br />�,�/�,�LI- EMBEDDED IN CONCRETE <br />�war . /��lD1w MAX. 45' <br />NOTE: SERVICE PIPE <br />TIE RODS <br />8 °X8"X16" CONC. BLOCK MNDOT 3733 TYPE 3 <br />GEOTEXTILE FABRIC <br />ATTACH TO TOP OF BONNET <br />- <br />- GAi E VALVE INS rAL. AI ION - <br />4/8/97 <br />TO BE PVC, �_ SGH. 40 (ASTM D- 2665). <br />I- -- — — WITH RISER SOLVENT WELD ALL JOINTS. 1 <br />I -11 III (SANITARY SEWER SERVICE i <br />15/25/00 I <br />!It I N0. STANDARD DRAWING 3 <br />( - <br />CITY OF { <br />IN ` J 1 *. <br />KE J I <br />C1T OF <br />IN L ES <br />STANDARD DRAWING <br />NO. <br />�Li <br />- CITY � KES <br />IN <br />STANDARD DRAWING <br />NO. - <br />L:.l.�i <br />Schoell & Madson, Inc. <br />Engineering • Surveying • Planning <br />Solt Testing • Environmental Services <br />wwwschoeanadson.com <br />10580 Wayzata Boulevard <br />Minneapolis. Minnesota 55305-1525 <br />phone: (952) 546 -7601 - talc (952) 546 -9055 <br />CI TY OF LINO LAKES <br />i <br />I <br />I <br />{ - <br />PROPERTY LINE PROPERTY LINE <br />VARIES <br />VARIES <br />16' <br />16' VARIES <br />SEE <br />20% <br />- <br />3:1 (MAX') <br />1 /4 " /F1'(MIN.) <br />VARIES <br />12' <br />12' <br />BELOW <br />I <br />_ <br />2�_ <br />MAN. SLOPE 2.07 <br />T.V. <br />TEL <br />0 <br />i <br />` <br />0 <br />GAS 0 O TEL. <br />o GAS <br />ELEC. ELEC. <br />O CURB <br />-1.5" -2350 <br />TYPE LV 4 BIT. WEARING COURSE <br />\ &1GUTTER. <br />COMMON TRENCH I <br />STORM <br />2.5' <br />SAN. <br />I <br />O <br />- 4" TOPSOIL & <br />SOD (BY OTHERS) <br />W.M. <br />j <br />ID <br />m <br />o <br />m <br />y <br />U <br />TACK COAT <br />c <br />11' I O <br />O <br />2" 2350 TYPE LV 2 OR 3 BIT. NON- WEARING COURSE <br />I hereby certify that this plan was prepared by me or under <br />my direct supervision and that l am a Licensed Professional <br />Engineer under the laws of the Slate of Minnesota.. <br />e <br />- <br />o <br />"' <br />8° <br />6.. <br />• <br />• <br />• <br />_ <br />CURB <br />1O' <br />10' <br />5" AGGREGATE BASE, CL. 5 <br />(PLACED ON APPROVED SUBGRADE) <br />m <br />o <br />24" SELECT GRANULAR BORROW <br />• <br />NOTE: MINIMUM <br />GAS R/W TYPICAL SE tiTI i <br />CROSSING DEPTH <br />Z <br />Revisions <br />Date: Description: <br />d <br />30" <br />ELEC. (URBAN STREET /PERMANENT SECTION) <br />URBAN STREET REET U ILITY LOCATION <br />9/15/97 <br />STANDARD DRAWING ! <br />CITY Of <br />IN L KES r <br />