Laserfiche WebLink
N °T.e <br />1.) This surmyar is not aware of any easements other matters of record or not al record <br />offec1m9 the 000ve ne.a or Me4 Off/Party other Mon as shown. Survey is subject to remora <br />upon receipt of a (anent attorney's title opinion or taie insurance commitment. <br />2) Location .00 aise of 04 004.9.0000 41511.. shorn 0.ve0. ore appracinate onl7 .04 me <br />.4(0.00 base( on .wa lorolion W vispla Relorn in eem0i .11...ilh Odle 7.0.14.4 by <br />3.) COnto01 GOPNER STATE ONE CALL at 454 -0002 1ar precise an site locol'10n of utellin prior <br />to any eseowlien. <br />4.) topsoil must be stripped and stockpiled as directed by engineer prier to placement 01 approved <br />4. Tepsed placement end turf establishment procesaures to commence imn.aialety upon <br />completion of site 9000009. <br />79TH STR <br />/ <br />'GRADE DITCH TO DRAIN <br />REMOVE EXISTING 12" RCP <br />AND FES <br />CORE DRILL <br />EX. STMH <br />INV. 902.05 <br />// <br />FES <br />INV 904.50 <br />EX. STMH 2 <br />/ RIM 907.4 <br />902.00 <br />20LF -15 "RCP. CLIII 0 0.507. <br />STMH 3 (48 "DIA.) <br />RIM 906.0 <br />INV, 902.81 <br />34 LF -15 <br />637. <br />43LF -15 "RCP CLIII 0 0.50% <br />REMOVE EXIST <br />CULVERT <br />POND 1 <br />NWL = 904.0 <br />HWL = 905.2 <br />REMOVE EXIST <br />CULVERT / <br />STMH 1 (48 "DIA.) <br />RIM 905.25 <br />INV. 902.25 <br />2OLF -15 "RCP CLIII 0 1.707. <br />CORE DRILL <br />EX. STMH <br />INV. 902.0 <br />52LF -15 "RCP CLIII 0 1.1 <br />C8 2 (27 "OIA.) <br />RIM 905.80 <br />INV. 902.80 <br />/EX. STMH i <br />RIM 908.7 <br />INV. 901.08 <br />/LNSTALL 6 "PVC C ANOUT <br />/ <br />7OLF -6 "PVC SDR26 SAf1Jd�RRY <br />SERVICE 0 1.0% <br />ptr <br />00 <br />FOCE OF 2977 0/ \ <br />LOIS LANE <br />6' PRIVACY <br />FENCE <br />____________ - 907 ------- --- <br />----- ----- <br />PROPOSED <br />DRIVEWAY\ APRON <br />DEC 1 8 2003 <br />CITY OF LINO LAKES <br />CONCRETE <br />SPILLWAY <br />6'; PRIVACY <br />FENCE <br />0 <br />30 <br />LEGEND <br />- - - -905- - - - - DENOTES EXISTING CONTOUR <br />Nyp� - DENOTES HYDRANT <br />- DENOTES EXISTING STORM SEWER <br />- DENOTES EXISTING WATERMAIN <br />- DENOTES EXISTING SANITARY SEWER <br />- DENOTES MANHOLE <br />- DENOTES CATCHBASIN <br />O DENOTES SANITARY MANHOLE <br />B - DENOTES WATER VALVE <br />- DENOTES PROPOSED SPOT ELEVATION <br />907 - DENOTES PROPOSED CONTOUR <br />- DENOTES PROPOSED DIRECTION OF DRAINAGE <br />< <- DENOTES PROPOSED STORM SEWER <br />• - DENOTES PROPOSED CATCHBASIN MANHOLE <br />- DENOTES PROPOSED SANITARY SEWER <br />DENOTES PROPOSED WATERMAIN <br />O DENOTES STOP SIGN <br />FILE COPY <br />pia p* <br />N <br />cz ap <br />CO <br />u <br />cc Ca <br />ae <br />fan <br />)11 ta-IS <br />CONSTRUCTION NOTES <br />SANITARY SEWER. <br />1. USE SCHEDULE 40, SOR 26 PVC SEWER PIPE <br />2. ADD. HIGH DENSITY POLYSTYRENE INSULATION TO <br />SANITARY SEWER WITH LESS THAN 6 FT. OF COVER. <br />WATERMAIN <br />1. USE CL54 FOR ALL 8 "01P WATERUAIN. USE 01.55 FOR <br />ALL 6'DIP WATERMAIN. POLYWRAP IS REOUUIRED <br />ON ALL DIP WATERMAIN. <br />2. PROVIDE 8FT. MINIMUM COVER ON ALL WATERMAIN. <br />3. TAPS OF UVE WATERMAIN TO BE DONE BY CITY FORCES. <br />4. WATERMAIN CROSSINGS SHALL HAVE A MINIMUM OF <br />18 -INCH VERTICLE SEPARATION. <br />5. COMBINATION FlRE/DOMESTIC SERVICE MUST TERMINATE <br />WITH A THREAD ON FLANGE OR A MJ TO FLANGE ADAPTER. <br />6. ALL UNUSED WATER SERVICES TO THIS PROPERTY SHALL BE <br />ABANDONED AT THE MAIN. <br />STORM SEWER _ <br />1. USE STANDARD SHORT CONE MANHOLES (NO STEPS ALLOWED). <br />GENERAL <br />1. MAINTAIN 10 FOOT HORIZONTAL SEPARATION <br />BETWEEN WATER AND SANITARY SEWER UNES <br />2. UTIUTY AND MECHANICAL CONTRACTORS TO COORDINATE <br />INSTALLATION OF UTILITY LINES INTO THE BUILDING TO <br />ACCOMODATE CITY INSPECTION AND TESTING.. <br />3. CONTACT UTTUIIES DIVISION REGARDING PERMIT FOR <br />STORM WATER. (952 -563 -8777) <br />PROVIDE 4 - 1/2' SS ANCHOR <br />BOLTS V/ CLIPS <br />MIN. 2 CU. YDS._/ <br />RIP -RAP CLASS 3 <br />1/9 °- X 1' - 2. O.C. <br />I/8' BARS - 3' O.C. <br />X <br />OWNER/DEVELOPER <br />0 <br />P. 2 <br />3 <br />0 <br />n <br />HOT - GIPPED GALVANIZED <br />GRATE IN 2 SECTIONS <br />SEE PLATE 32 <br />906.0 <br />HIGH VATER LEVEL -905.2 <br />6' 904.7 <br />904.0 <br />2. ORIFICE <br />0 <br />OUTLET STRUCTURE <br />U1 <br />