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HYD. <br />12" DIP WATERMAg� <br />co • G <br />GUILD MH -I OVER <br />E 6a5EItvica <br />9 <br />CONNECT (NTo <br />Ex 4 "plf t/" <br />lNcetrice <br />5 <br />9 <br />13 <br />18 <br />J <br />6 <br />cv <br />24 <br />10 <br />11 <br />i 2) O \) 11 O O <br />. 12 <br />14 <br />15 <br />16 <br />17 <br />19 <br />20 <br />21 <br />` ``` - �L 6 /,% <br />te <br />BL <br />0 <br />/1 t,:, <br />/ <br />30 60 <br />90 <br />Ft-ET <br />/ <br />WARNING / <br />THE CONTRACTOR SHALL CONTACT PUBLIC UTIL)TlES <br />FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES,/ <br />CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED <br />STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR`s <br />REPLACE THE ABOVE WHEN DAMAGED DURING <br />CONSTRUCTION AT NO COST TO OWNER. <br />Sons <br />Date: Descri ption: <br />yA , <br />i <br />\ \ 81(VALVE <br />o <br />-4 <br />• <br />v <br />RI C Ilk <br />JUL o92004 <br />CITY OF Lltvv LAKE'S <br />/ / <br />cri <br />n <br />22 <br />23 <br />Nlft -2 <br />24 <br />1 <br />CONSTRUCTION NOTES <br />1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL <br />EXISTING UIIUTY LOCATIONS AND INVERTS, SHOWN OR NOT SHOWN. ANY <br />DISCREPANCY BETWEEN PLANS AND FIELD CONDRIONS SHALL BE <br />REPORTED TO THE OWNER IMMEDIATELY. <br />2. THE UTILTY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS <br />OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVICE <br />CONNECTIONS. <br />3. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY <br />OF UNO LAKES SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. <br />4, 6" WATERMAIN SHALL BE CLASS 52 DIP CONFORMING TO THE <br />REQUIREMENTS OF ANSI /AWWA CL51/A21.51 AND C104/A21.4. <br />HYDRANTS SHALL BE THE PACER AS MANUFACTURED BY WATEROUS CO. <br />OR APPROVED EQUAL COMPLYING WITH THE THE CITY OF LINO LAKES. <br />GATE VALVES SHALL BE SINGLE DISC TYPE WITH RESIUENT SEAT MEETING <br />THE REQUIREMENTS OF AWWA C509 AND THE REQUIREMENTS OF <br />THE MINNESOTA DEPARTMENT OF HEALTH. <br />5. SANITARY SEWER SHALL BE 8" AND 6" PVC- SDR -35 UNLESS NOTED <br />DIFFERENTLY. MANHOLES SHALL BE 48" DIAMETER PRECAST REINFORCED <br />CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE <br />NEENAH R -1642 WITH TYPE "B" COVER. THE CONTRACTOR SHALL VERIFY <br />TYPE OF CONNECTION WITH CITY ENGINEERING DEPARTMENT AND <br />COORDINATE ANY REQUIRED CITY INSPECTIONS NEEDED FOR CITY <br />ACCEPTANCE. • <br />6. UTILITY TRENCHES SHALL BE COMPACTED TO 955 STANDARD PROCTOR <br />MAXIMUM DRY DENSITY (ASTM D698.78 AR AASHTO T -99) FROM THE PIPE <br />ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 1005 <br />STANDARD PROCTOR IN THE UPPER THREE FEET. <br />7. CONNECTION TO THE EXISTING SANITARY SEWER AND WATER REQUIRES <br />INSPECTION BY THE C11? OF LINO LAKES. <br />8. CONTRACTOR SHALL NOTIFY THE CITY OF LINO LAKES 48 HOURS IN <br />ADVANCE OF WORKING WITHIN THE RIGHT OF WAY. CITY INSPECTORS <br />MUST OBSERVE ALL WORK COMPLETED ON TOWN CENTRE DRIVE INCLUDING <br />REMOVAL OF EXISTING BITUMINOUS PAVEMENT, EXCAVATION OF TRENCHES, <br />PLACEMENT OF WATER MAIN AND SANITARY SEWER, UTILITY CONNECTIONS <br />TS)- EXISTING UNES, BACKFIWNG AND PLACEMENT OF BITUMINOUS <br />PAVEMENT. <br />9. CONTRACTOR SHALL INSTALL INSPECT, MAINTAIN AND REMOVE THE <br />NECESSARY SIGNAGE FOR LANE CLOSURES. ALL TRAFFIC CONTROL <br />DEVICES AND SIGNING SHALL CONFORM 70.115 MMUTCD, INCLUDING FIELD <br />MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS, JANUARY <br />1998. ONE ELEVEN FOOT MINIMUM WIDTH LANE IN EACH DIRECTION <br />SHALL BE PROVIDED AT ALL TIMES. <br />10. THE EXISTING BITUMINOUS PAVEMENT SHALL BE SAWCUT IN ACCORDANCE <br />WITH Mn /DOT SPECIFICATIONS. <br />11. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE <br />SEWER, WATER AND PLUMBING PERMITS FROM THE CITY'S BUILDING <br />DEPARTMENT. <br />12. GENERAL CONTRACTOR SHALL COORDINATE WORK WTH ALL UTILITY <br />COMPANIES. <br />13. SANITARY SEWER SERVICE SHALL BE 6" PVC AND WATER SERVICE <br />SHALL BE 1" COPPER. <br />LEGEND <br />cwt - 4 ao. 0 <br />Nt1=Belo 4 <br />L. <br /><4 <br />/ <br />Date: Description: <br />Hy: <br />5/05/04 <br />REVISED PLAT <br />DFD <br />I hereby certify that this plan was prepared by me or under <br />my direct supervision and that I am a licensed Professional <br />Engineer under the laws of the State of 16nnesota. <br />Eenneth Adolf <br />Date: 5/05/04 <br />Reg No. <br />12048 <br />Designed By. <br />KA <br />Drawn By: <br />DFD <br />Checked By: <br />KA <br />Schoell & Madson, Inc. <br />Engineering • Surveying • Planning <br />Soli Testing • Environmental Services <br />wwwachoetnadeeneom <br />110580 Wayzata Bodevard 19801 554ThM Street NW, Me 100 <br />Wrceapoia, fdrneeota 553061525 Be fSaer, )k8060ta 65330.1409 <br />(952) 548 -7601- tax: (952) 546 -9065 phone (763) 241 -0108 - fax (952) 548-9065 <br />1 <br />0 <br />.4 <br />• <br />-j- <br />H <br />0 <br />DENOTES BOUNDARY UNE <br />DENOTES DRAINAGE/ UTILITY EASEMENT <br />DENOTES EXISTING STORM SEWER <br />DENOTES PROPOSED STORM SEWER <br />DENOTES EXISTING WATERMAIN <br />DENOTES PROPOSED WATERMAIN <br />DENOTES EXISTING SANITARY SEWER <br />DENOTES PROPOSED SANITARY SEWER <br />DENOTES PROPOSED BUILDING <br />DENOTES EXISTING STORM MANHOLE/ CB <br />DENOTES PROPOSED STORM MANHOLE/ C8 <br />DENOTES PROPOSED FES / FES W /RIPRAP <br />DENOTES EXISTING SANITARY MANHOLE <br />DENOTES PROPOSED SANITARY MANHOLE <br />DENOTES PROPOSED HYDRANT <br />DENOTES PROPOSED GATE VALVE <br />DENOTES EXISTING HYDRANT <br />• <br />Hokanson Development, Inc. <br />9174 latent) Street N.E. <br />Blaine MN. 56434 <br />17631 788 -3180 <br />Protect Nerne /IJ caBeOs <br />Marshan Townhomee <br />2nd Addtlon <br />Lino Lekee. Minnesota <br />Sheet Title <br />UTILITY PLAN <br />Dale <br />6/06/04 <br />6 11 <br />of <br />SML Project Number. 63506 -004 <br />