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' OF BITUMROUS P. g `\l <br /> _ Locations of all utilities shown ore approximate. Please contact <br /> 189 <br /> ---_..- INV:�9M.74 _--_ <br /> --__ GOPHER STATE ONE CALL at 454-0002 for exact locations before <br /> ------------- beginning any construction. <br /> i Sizes and locations of underground utilities shown hereon are per <br /> -------158 ---- plans and information obtained from utility companies and/or other <br /> sources and should be field verified at the time of construction. <br /> -------- Poking Lot. Concrete curb and gutter, and utlity construction shdl <br /> be in accordance with the City of Elk River standards and details <br /> I I 96e. as shown on the construction plans and specifications prepared <br /> ST MN 1 ; i i pared by USA Consulting Engineers. Inc. <br /> RIM 955.0 ' - <br /> INV 8� ' m <br /> Erosion and Sediment Control to comply with MPCA requtsents. <br /> II-!2.00% , \ <br /> S 02133'08• W ... <br /> lye 301.94 rnTr <br /> \ `, o <br /> , �� 3"ME <br /> IST Myr _�: .__... - <br /> ' �..R "Y::.' O <br /> 11W 94A:00:'E: • q <br /> �I/ sj ,ase -f J-- <br /> . . . : . .:..:.: . :':: '-- <br /> I <br /> , <br /> , 1 ,' REMOVE NG <br /> CURB AND GUTTER <br /> i 0, <br /> OPP- .// `,, V ';''' <br /> / rte. <br /> '�I <br /> RTMH4 <br /> � NOTES <br /> Rent 935.0 INV 950.00\, NV 947. N I.All oonsWMtan shall conform to the City of Etc Rhea etordards for construction. <br /> �� , NV 947. 6 S / 2.It snail bo the responsb en <br /> y of c Contractor to notify ol utRty owner.of Me oo.tcooten schedule <br /> and to protect al misting utilities from dame. Existing utilities shown on the thane an mad.born <br /> 12 �V / made of the various alley dspartmwrt>. leo What has been made to Mow underground utilities such <br /> j <br /> S. telephone,os telepne,qelectric.cable television. <br /> i <br /> / 3. The Ca,trootor diel lake the neo.nary precouteans to protect the nubile and employs.than Noy <br /> 4i ___ _--__-- by open eucanatbna s other hazardous dramsta son by providing temporary hnoe%barloode. <br /> 1r/ 142LF-27'RCP II 0 2.20% womb.,shine Ilams and other misty d.rlcea <br /> /' 4.The matwtdg <br /> s weed In this work Mal be new,conformingwith the requirements of the r.fred <br /> eno <br /> / / /-' II/ specifications for clan,kind,tme ere and grad.of maters as specified belowdth <br /> aother details <br /> Indicated In the controot <br /> / 5.Ductle ton pipe for the 6-diameter watermoh shill be pass 53 and shall conform to the <br /> / L ,...,,,40 requirements of AWWA C151(ANSI A21.51). ltt.q.hal be Dray km a Ductile kmn heap a <br /> minimum waking panus rating of 150 pet,and shall conform to the requirements of AMWA C11O <br /> /. (ANS A.71.10).Ductile km and Croy iron flltigs a AWNA C153(ANSI 21.53).ache Iron <br /> / Compact Meng. <br /> / 6. Cmoets cub and gutter shoe be'MOOT 5612 aid be consWctea in accordant.with%MOOT 2531 <br /> 4"/ except ere modeled by the following: <br /> . A. De.te that portion of MnDOT 2531 which rank.joints to be sealed with Joint seder <br />_------ TWO FOOT CONTOUR INTERVAL material. <br /> NO / NGVD VERTICLfin <br /> E DATUM B. Th.Contractor al submit hI design ml.to the Engineer before commencing work. <br /> • - DENOTES IRON MONUMENT FOUND G The Cantroetor shat <br /> protide of concrete samples needed for concrete test cylinders,slump <br /> / tette,ok entrainment test.and any other toots ordered by the Engineer. <br /> MICE NG / � - DENOTES EXISTING CONCRETE CURB AND CUTTER <br /> /' ----sae—-- — DENOTES EXISTING CONTOUR D. Provede full depth expansion lints who.Indbated on dotal plates,on the plans and against <br /> /- Mod objects. The mooing of expansion Joints shall not exceed 200/set. <br /> E //' f: - DENOTES EXISTING MANHOLE <br /> T8❑ — DENOTES EXISTING TELEPHONE BOX F. Provide castration Joints,1/3 depth of oonaot.,at 10 foot Intervals In Dee with a of host <br />/ Rt( - DENOTES EXISTING POWER POLE gutta. <br /> f� — DENOTES EXISTING CATCHBASIN front, <br /> After ocnorete a*Oohed and'broorned',the Contractor Mal spray all. aced ear/Goer <br /> tont,top,badh with a spray membra.s curing compared conforming to lAnDOT S.atlon <br /> NYlb' - DENOTES EXISTING HYDRANT 3754. <br /> — DENOTES EXIST/NG TREE 0. The Contractor shall badcfl crowd the connate work as soon as poerMe after ccnsbwetlon. <br /> There troll be no oonaet.or debris left behind the form. Craig and oonp.oten breed <br /> 3-TREE obirg eMoll <br /> be completed to sobered*prior to .treet poring.and be shaped to match <br /> *doting <br /> dsi <br /> ••saes— DENOTES PROPOSED CONTOUR During construction,the Controcto Meal rnontdn the.ureas and control dot as r..*-ed. <br /> --son — DENOTES PROPOSED SANITARY SEWER 8. Retoking woe omsfrvctim shat be In occordawe with mowufochrer's requlrernots. <br /> el-- DENOTES PROPOSED WATERMAIN <br /> Th.Contractor Mood notify the City a Elk Blow 48 hours In ad rete of my work within the city stre.t R.O.W. <br /> •..•4-••+- DENOTES PROPOSED STORM SEWER and the water system respectlody. The Conhncta's work shall he to accordance Nth the City of Waldo <br /> • - DENOTES PROPOSED CATCHBASIN <br /> requirement. <br /> - DENOTES PROPOSED CURB AND GLITTER <br />.ST.CB. i <br /> IP._949.85 :,.,:{- DENOTES PROPOSED BITUMINOUS <br /> J/{C r -' <br /> mg,THAT Two Par.SPEC:WAN*, 1326 ENERGY PARK DRIVE DATA. �4��' [Iai DESIGNED CITY OF ELK RIVER <br /> ft PREMED 84 WE OW WY DIRECT ST. PAUL,MINNESOTA 55108 a'� NORTHBOUND LIQUOR J i(Mt <br /> AND THAT I Nr A DOLT REaSTEJ11m elf 844-43130 DRAWN —.L <br /> U m Tench THE LAWS a ME ( ) us GRAPHIC SCALE PRELIMINARY UTILITY PLAN <br /> s^"�— EVANS STREET / 193RD AVENUE <br /> F ° <br />—Keith MX(E11= VERT. 5 DATE JAN. 1987 'SNEET C—2 1 PROJECT N0. 2312-344-21 <br />