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RELIMINAR <br />DRAINA <br />• CONCRETE ADDITION - PHASE <br />P <br />Y GRADING, <br />Lino Lakes, Minnesota <br />• <br />• <br />GENERAL NOTES <br />1) TIE *FORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND <br />LOCATION OF DOSING U1WTE5 6 NOT GUARANTEED TD BE ACCURATE OR <br />ALL INCLUSIVE TIE CONTRACTOR S RESPONSIBLE FOR MANIC NIL 0964 <br />DOMINATION AS TO THE TYPE AND LOCATION OF UTILITIES AS MAY E <br />NECESSARY TO AVOID DAMAGE 7D 1HESE UI6JIES. <br />2) CONTACT GOPHER STATE ONE -CALL AT B51- 454 -0002 FOR EIOSMG <br />UTILITY =ATMS. <br />3) THE CONTRACTOR SHALL FELD VERIFY 92E, L.00AMONL AND ELEVATION OF <br />EXISTING SANITARY SEWER WATER MAN, AND STORY SEWER AND NOTIFY <br />DIG0EER OF ANY D1SCREPANCES PRIOR TO TIE START OF <br />INSTALLATIONS <br />4) INSTALLATIONS SHALL CONFORM TO THE CRY ENGINEERS ASSOCIATION OF <br />WESOTA (MAY) STANDARD UTILITY SPECIFICATIONS (1999 E0R108) AND <br />THE CRY OF L910 LAKES STANDARD SPECIFICATIONS. <br />5) CONTRACTOR SHALL NOTIFY CITY OF LINO LAKES A MINN OF 24 640IRS <br />PRIOR TO ANY INTERRUPTION OF SANITARY SERER OR WATER SERVILE TO <br />EXISTING HOLES OR BUSNESSE . <br />STREET AND BITUMINOUS NOTES: <br />1) SAW -CCITT FANG BITUMINOUS AND CONCRETE CURB 10 PROVIDE <br />BUTT-JOINT. <br />2) RENDVAL AND DEPOSAL OF EDONG STREET MATERIALS AS REQUIRED <br />FOR CO/S0M6C11014 15 INCIDENTAL- <br />S) RESTORE 05108860 STREET TO DOMING OR SETTER SECTION AS <br />APPROVED BY EN1C0EE2 <br />4) CONTRACTOR SHALL USE TRAFFIC CONTROL MEASURES ON ACCORDANCE <br />WITH THE 'MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES') <br />AS NECESSARY MINDER GRADING, UTILITY, (R PAM4G OPERATIONS <br />06060ACH ONTO ADJACENT ]16¢26 . <br />CURB NOTES: <br />1) MOT- FRE1F40 OF CURBS WITH 6 4 -5116 U*1ERW5 6 !smarAL TO <br />axe CONSTRICTAL <br />2) CURB AND GUTTER SHAH SHALL BE 0012 UI6ES5 011606666 NOTED ON <br />PLANS. <br />1. IMMEDIATELY FOLLOWING GRADING OF SLOPES 3:1 OR GREATER. SLOPES MUST E <br />STANIM D DM MOOD FIBER BLANKET (LR OTHER MEDICO APPROVED BY THE <br />ENCDEER) 0549 APPROVED SEED MIXTURE AND A MNMUAH OF 4• TOPSOIL_ <br />i ALL EROSION CONTROL NSTALLAIDNS SHALL REINAN N PLACE AND E MANTANED <br />N 0000 COMMON BY TIE CONTRACTOR 0816. as SITE HAS BEEN RE- <br />VEGETAIED, AT INCH 19E R SAL E MOVED. FOR PROPOSED PAVED 5CRFACE <br />AREAS, THE CONTRACTOR MAY REHOVE NECESSARY mT FENCING 10 CONSTRUCT <br />ROADWAYS ICE MMRA914G ADEQUATE ER09014 CONTROL N ADJACENT AREAL <br />3. SUFFICIENT TOPSOIL SHALL BE 51DCKPLFD ID ALLOW FOR THE REPLACEMENT OF <br />A MI6Rk1 OF K OF TOPSOIL FOR DIMINO AREAS 10 E RE- NEDETAIFO. <br />4. THE CONTRACTOR SHALL mecum 916 GRADING, UTILRY INSTALLATION AND <br />ROADWAY CONSTRUCTION SO THAT THE 006)9*L 97E CAN E MULCHED AND <br />RE -SEMED SOON AFTER DISTURBANCE ALL DISTURBED AREAS SHALL E SIDED <br />AND MULDED IOM 14 DAYS AFTER THE COMPLETION OF FNAL DIADEM OR <br />AFTER 14 DAYS OF GRADING NACIIVITY. - <br />CE & EROSION CONTROL PLAN IOFFICEI <br />L Wane WYlfe NWL mFaII A nal NM Tee 7e•e! <br />IMML COMM S IWa•i WW • WAIN LINE <br />• NMI AO. LiiW <br />▪ MWW OlI�M1t <br />,,. Jam,_ J 5iSt4 <br />.aW" GRADE / ODVEF''' <br />EROSION CONTROL MA1NTFNANCE PROGRAM <br />1, INSPECT SILT FDICES BBEDIATIY AFTER EACH RAINFALL AND AT LEAST DALY <br />DAMNS A PROLONGED RAINFALL IMMEDIATELY REPAIR FAILED OR FALNG DLT <br />FDICE <br />2. ED1EHr REMOVAL - swum OEP0915 SHOULD E REMOVED AFTER EACH <br />STORM EVENT. THEY MUST E REMOVED MEN THE OEPO51S REACH APPROOMATELY <br />064E -11/0 TIE HEIGHT OF THE BARRIER. <br />3. IEPLACENDIT - FABRIC SHALL E REPLACED PROMPTLY MIN R DECDMP0556 <br />OR EOO ES INEFFECTIVE WORE 111E BARKER 6 NO LONGER EFFECTIVE <br />A15 SEDIMENT REMAM4O N PLACE AFTER THE SILT FENCE OR FLIER FABRIC 6 <br />NO LONGER REQUIRED SHALL E DRESSED TO CONFO N NTH THE ETOSUE GRADE <br />PREPARED AND SEEDED MTH THE APPROPRIATE SEED MO( AS DIRECTED BY THE <br />DEEM ER. <br />4. N INCISE AMPS WADE WOOD FIBER BLANKET OR 0167 SLOPE 5TAB6.2A110N <br />16E6H0o HAS FAILED, THE SLOPE SHALL E RE-ESTABLISHED, 5EIM AND 10P90. <br />REPLACED, AND ADDITIONAL SLOPE TREATMENT INSTALLS). <br />5. REMOVAL OF SILT FENCE - SILT FENCES SHALL E NFMDVED MEN HEY HAVE <br />SERVED DER MERL PURPOSE, BUT 1407 BEFORE THE UPWARD SLOPE AEA HAS <br />BEEN PERMANENTLY STAB/USED. <br />NOTES: GRADING. DRAINAGE AND EROSION CONTROL PLAN <br />1. NO EARTHWORK ACTIVITIES MAY COL9EIICE UNIX EROSION CONTROLS ARE INSPECTED <br />AND APPROVED BY THE CR1f. CONTRACTOR MUST CONTACT THE QTY OF UIO LAKES <br />ENGINEERING DEPAR711NT FOR A SITE INSPECTION ONCE <br />EROSION CONTRAS ARE INSTALLED PER THE APPROVED PLAN. <br />2 SEE DRAW PLAN FOR SEED MIXTURES USED 014 REMOVED AND RESTORED RP RAP. <br />SWALE <br />STORM SEWER NOTES <br />1) STORM SEWER DULL E RCP MASS V UP 10 21•. <br />2) STORM EWER KDNG1N5 NCL DE 1E LAYING LENGTH OF THE APRON. <br />3) 111DLA110N SHALL E PLACED AT WATERMAN CROSSINGS AS 696001 D <br />BY 1E DNGINEEL <br />- <br />_» <br />LEGEND: <br />Existing Storm Sewer <br />Proposed Storm Sewer <br />❑ ® Proposed Catch Bosin/Manhole <br />Direction of Surface Drainage <br />Native Vegetation Restored <br />- 95- <br />- - <br />— S — <br />x 930.135 <br />EROSION CONTROL NOTES <br />Proposed Contour <br />Existing Contour <br />Silt Fence <br />Proposed Spot Elevation <br />(Note: Proposed spot elevations <br />shown ore ground surtoce, <br />bIWminous eurfoce, or gutter line <br />unless otherwise noted) <br />Existing Spot Elevation <br />nom, <br />EBBS <br />/� 00.00 <br />;i <br />5B/ <br />Vr\ <br />. Note: •t end of <br />j , concrete (buried <br />,.. <br />Is <br />I <br />• <br />/,/ <br />Pbnc. • <br />•• .EncIosura- <br />16.00 <br />5- <br />- -1 <br />- .07 <br />—East 260.00 <br />,off / <br />//a <br />"4:9/ <br />'ails <br />Bldg <br />74,972 sq.ft. <br />EXISTING <br />BUILDING <br />/ <br />• C`4 .5� <br />�Conc. Pad w/ _gam <br />Transformer <br />'7/7 <br />12.6 • <br />Q <br />PROJECT BOUND�.RY <br />46.253 S.F. /\�, /I <br />*ALL DISTURBED AREA BELOW THE 901.0 <br />TO BE SEEDED WITH WETLAND MIX <br />RESTORE 19,9B5 SF WITH NATIVE <br />VEGETATION (55 CREDIT 5.1. 52% <br />OF THE SITE AREA) <br />'SEE UTILITY PLAN FOR APPROXIMATE <br />GEOTHERMAL LOCATION <br />0 <br />0 <br />OD <br />OD <br />1/a) <br />35 <br />496 <br />O.F. <br />a <br />1- <br />HYDRANT <br />0 <br />1 1NCH - 50 FEET <br />NORTH <br />PLOWE <br />ENCINEERINC,INC. <br />6773 LATEX D1590 <br />sorts 110 <br />MO LADE YR 55014 <br />11,11211,1111 112.a_ftWon <br />SITE PLANNING <br />k ENGDl I4G <br />PREABm FD8 <br />MOLIN CONCRETE <br />415 ULAC STREET <br />UNO LAKES, MN 55014 <br />Phone (651) 786-7722 <br />Foe (951) 766 -0729 <br />MOLIN CONCRETE <br />Lino Lakes, MN <br />PREIaMDIARY GRADING AND <br />1 hereby certify that thle pion was Prepared <br />by me or under my twat supervision and <br />that I am a duly Licensed Professional <br />Engineer under the Ion of the State of <br />Minnesota. <br />CRAIG G. SCHUCHTNG <br />DATE <br />REVISION DESORPTION <br />2/14/09 <br />/P(ND /NFILIRAOON ARIAS <br />1/11/07 <br />3/22/07 <br />4/26/07 <br />RCM COMMENTS <br />ADDED MITES TO OFFICE BUILDING <br />BLDG FODIPR T1. STORM SEWER, DRAINAGE <br />ohp <br />1578.65— <br />RECEIVED <br />APR 2 7 2007 <br />CITY OF LiNv LAKES <br />DRAWN 80 <br />B.J.B. <br />CHORD 135: <br />C.C.S <br />DE9GN BY: <br />C.G.S. <br />PROD. ND. <br />06 -1577 <br />ORIGINAL DATE: <br />NOVEMBER 21, 2006 <br />CiA <br />