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A / <br />W <br />ST. S. 80 EY OTHERS <br />709 717 857.4 <br />W. = 393.9 N <br />INA/. 890.28 5 <br />OVERHEAD ELECTRIC <br />00 <br />WATERmAIN <br />' <br />60 <br />E <br />$A2 <br />EDGE OF <br />190 PX <br />12- <br />*MVO <br />89931 <br />125.00 <br />499.29 599.25 <br />TuM1NCUS <br />U T1 <br />6 7_1- <br />/ <br />900 <br />339.- <br />PRESSURE TAP <br />CONNECT TO EXISTING <br />wsoC-Rmarr--FTELD <br />VERIFY WATERLIAIN SIZE <br />8110 LOCATION. <br />- 901 <br />- 902 - -90r74 <br />...mlie......10111=211111:1•110AMIMINNIN <br />-902 <br />902.77 „- <br />uJ <br />qa5 <br />---- 903.14 <br />CORE-ORIU. CONNECT <br />TO EXISTING SAN. S. 4114. <br />WV. 885.29* FIELD <br />VERIFY MN LOCATION <br />AND INVERT ELEVATION. <br />RC APRON BY OTHERS <br />493.8 <br />RC APRON BY OTMERS <br />894.0 <br />903.7 <br />903.57 <br />902.62 <br />903.1 <br />SEE PLANS BY JC JOHNSON <br />CONSULTANTS, INC. FOR <br />DESIGN AND DETAILS OF <br />PROPOSED POND. POND <br />CONSTRUCTION 81 OTHERS. <br />(AHD-PLACED <br />RIPRAP <br />• 95.30 I/ <br />903.52 <br />IN8.7. 896.00 <br />902.72 <br />3. <br />i <br />di9 134 <br />•0.50 <br />• 97.50 <br />903.04 <br />TOP = 899.25 <br />INV. 892.02 <br />902.13 <br />902.70 <br />(SEE DETAIL) <br />2-50 <br />RC APRON BY OTHERS <br />INV. = 397.58 <br />STORM SEWER SCHEDULE <br />NO. <br />TYPE <br />CASTING <br />BARREL <br />ca 1 <br />CURB BOX <br />NEENAH R-3067-OR/OL <br />s' DIA. <br />M8 2 <br />TYPE -13" SOLID <br />NEENAH R-1642 8 w/ -STORM SEWER- STAMP <br />it' DIA. <br />811 3 <br />TYPE -9" SOLID <br />NEENAH R-1642 9 W/ "STORM SEWER STAMP <br />a' Dm. <br />NATZINMDE NUMEERt 1-39e-233-"304 <br />3EFCRE vt'AI <br />90103 <br />02. la <br />PROPOSED WAREHOUSE/OFFICE <br />FFE = 904.50 <br />902.21 <br />.°4 <br />Er DIP 039ieiNto <br />FIRE PROTECTION <br />AND WATER SERVICE <br />902.16 <br />902.58 <br />al. 901.95 <br />1359.24 <br />Ay <br />GENERAL NOTES: <br />N.E. COR. OF / <br />S.E. 1/4. SEC. I 13./ <br />I. Existing boundary. location. topographic. one utility information shown on this Pan is from 5 field survey oy <br />Carley Torgersen. Inc. <br />2. Refer to the siteplan for the most current site layout ono dimensions. <br />3. Perform all utility work in accordance with State one City reauirernents. <br />4. The locations of existing utilities snot, on this plan ore from Hoard information. The Engineer does not <br />guarantee thot all existing utilities are shown or, if shown. exist in tne Wootton, inaicatea an tne plan. It 9 one <br />Controctor's reeponsibility to ascertain the final vertical and hoeirentai iocation of all eOsting (inducing <br />water and sewer lines and aopurtenances). Notify the Engineer 3f any diacrepanCin. <br />5. Contact utility comoanies for locations of all puldH and private utilitiel within the work area odor to beginning <br />construction. Contact GOPHER STATE ONE CALL. at 1651-454-0002 in the metro area. or 01-800-252-1166 <br />. toll free far exact thcations of existing utilities at least 48 working hours before beginning any construction in <br />accOrrlanCe with Minnesota Statute 2160. Obtain ticket number and meet with representatives of the various <br />utilities at the site. Provide the Owner wile the ticket number information. Crooner State One Call H a free <br />service that theates municipal and utility comoony lines, but does not locate private utility lineS. the an <br />independent locator serWee or other means in order to obtain locations of ',Hate utility lines inOludirkg. but not <br />limited to. underground electric copies, telephone. TV. and lawn sprinkler lines. <br />6. Pothole to verify the posibone of existing •underground facilities ot a sufficient Rump./ of locations in order to <br />assure that no conflict with the proposed work exists and that sufficient clearance is available. <br />7. Where existing gas. eleCtrie. cotne. or :Marone utilities conflict with Inc Vlore. coardinate the =endowment. <br />relocation. offset. or support of the existing utilities with the appropriate local utility companies. Coordinate new <br />gas meter and gas line installation. electric meter and electric service installation. cable ServiCe and teleonone <br />fervthe installation with the local utility companies. <br />5. Arrange for one secure suitable disposal areas elf -site. Dispose of 311 excess soa. waste material, aeoris, ono <br />all materials not designated for selvage. Waste material ano aeloris thcludes trees, stumps, Poo concrete. <br />asphaltic concrete. cans. or other waste material from the construction eeerotiens. <br />9. Stroignt line savi-cut existing eiturniness or concrete surfacing at Inc perimeter of pavement removol areas. Use <br />saws that provide waW to the lalode. Tack. and mat. 011 connections to existing oiturninous oavernent. <br />10. Rethcate everhsail Sower. teleohone. one coo= lines cs required. Abandon and report existing on-site weds and <br />scitic systems in aceoraorthe with Minnesota Deteartment of Health (MON) reouinernents. <br />11. Provide traffic control in accordance wiU2 10001 authorities and the bLinorsata Menu* on Unlorin Traffic Central <br />OxvioLs• (MMUTC(1). including the Fiend Manual for Temnorary Traffic l-nntrol Inn- I rivn.its clatel April 1995. <br />12. Provide and maintain tarnoentry drainage throughout construction -until the permanent drainage system and <br />structures are in DIOCe and operational. Install thrnparary ditches, piping . eurnos ar other means es necessary. <br />th order to insure propo, drainage at all times. Previa. low points at building pacts or roadways with positive <br />outfolls. <br />(3. Protect sub grimes from damage by surface water runoff. <br />14. Full design strength is not available in bituminous pavement areas until the final lift of osohalt 1 compacted into <br />place. Protect pavement areas from overloading by aeiivery trucks, construction 09500=00, and other vehicles. <br />15. Comply with the work safety practices specified by the Occupationot Safety and Health Adrninietrotion (OSHA). <br />Comply with all arliCaOle 10001. state. grid federal safety regulations Construction sof ety 1. solely the <br />responsibility of Inc Contractor. sno 9 Mso Solely responere for tne means, inethaas. and sequencing of the <br />construction operations. <br />16. When sawing or drilling concrete or rnosonry. use saws that provide water 50 Inc 8100e. <br />17. Prilbat oll valve, manhole, cotchbosin, and cleanest covers to Finished grade. <br />18. 2X maximum slithe in all directions in handicapped accessible parking areas. <br />19. Commence pipe laying at the lowest Point in the proposed sewer line. Lay the pipe with trie ties end ar <br />receiving groove end of the Poe pointing upgracle. When connecting to art existing pipe. uncover the existing <br />pipe in oraer to allow any adjustments in the oreposed line and grade before laying any Poe. <br />20. All material, required for this work shall be new material conforming to the requirements for daSs, kind, grade, <br />size. quality, and other details specified herein ar as shown an the Sons. Oo not use recycled or eaboged <br />aggregate: asphaltic pavement. crushed concrete. or scrap shindies. Unless otherwise indicated. the Contractor <br />snail furnish 011 required materials. <br />905 902.3 <br />__- <br />TOP = 903.45 <br />KW. = 897.37 <br />901.04 <br />200.34' <br />02.20 <br />L <br />3 I ST. S. CB <br />BENCH MARK ELEV. = 902.06 <br />TOP OF IRON PIPE AT S.E. COR. OF PR( <br />TOP - 901.35 <br />INV. = 897.85 <br />901.5 <br />302 - -202 -- <br />37),-9077- 7:2 <br />3937: - <br />ST. S. ‘.2. ar....ERP7 32 <br />'2P w Sir..4 <br />w 085.15 - - -627, <br />TEMPORARY ROCK <br />CONSTRUCTION <br />ENTRANCE <br />e <br />BC- <br />....cc <br />454 <br />TI‘1"1 <br />1 <br />- 4 <br />903,4 I r ' <br />2° • 9.2 cz,\ C.,"‘A • <br />• 0 <br />30 3 <br />30 40 <br />SCALE. <br />FEET <br />3C-129 T. R. . 5 87 3354C •gco caLIFS. r.A_NeTe.,,,, sitcom <br />- -1 <br />SUNDE <br />ENGINEERING <br />INC. <br />2200 WEST Old 10290520 00A0 <br />9.0921201071, MINNESOTA 55237 <br />)312) flat-3324 <br />TWIN CITY <br />FAB <br />LINO LAKES, MN <br />GRADING, UTILITY AND <br />EROSION CONTROL PLAN <br />CATE <br />REVGION <br />6/27/00 <br />CITY SUBMITTAL <br />7/12/00 CITY COMMENTS <br />7/21/00 <br />GRADES. UTILMES. <br />INFILTRATION STORAGE CELL <br />CITY SUBMITTAL <br />2' <br />i HEREBY CERTIFY 102T neS PLAN. <br />SPECIFIC.AnON, OR REPORT WAS <br />PREPARED SY ME OR uNDER <br />DIRECT SUPERVISION AND THAT 4 02 <br />A DULY UCENSED PROFESSIONAL <br />ENGINEER UNDER NM LAWS OF THE <br />STATE OF MiNNESCITA. <br />DATE7/71a0 REG. NO.; 9732 <br />DRAWN 9y: <br />800 <br />02E5902 132, *NI <br />DATEL <br />5/22/C0 <br />SCALE: <br />30' <br />A009095.12 922 005 <br />RRO.:ECT 50., <br />TiC -TAP <br />52,5(1 u0. <br />flifl <br />1 of 2 <br />