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© 2002 RYAN lersINEERNG, INC. <br />• <br />TREE INVENTORY <br />NO. SIZE SAVED LOST <br />1 e' BOXELDER x <br />3 8' BOXELDER X <br />4 8' BOXELDER X <br />5 20' POPLAR X <br />6 a' BOXELDER x <br />7 4' ELM X <br />8 4' ASH X <br />9 9' EL1A X <br />10 27' OAK X <br />11 38' OAK X <br />12 22' OAK X <br />13 8' CHERRY X <br />14 5' CHERRY X <br />15 15' OAK X <br />16 12. OAK x <br />17 13' OAK <br />19 17' OAK (DBL) <br />19 14' OAK (DEL) <br />20 2t' OAK <br />21 20' OAK (DBL) <br />22 19' OAK (DBL) <br />TOTAL CALIPER INCHES ON STE <br />TOTAL CAUPER INCHES SAVED <br />TOTAL CALIPER INCHES LOST <br />x <br />x <br />372 <br />200 <br />172 <br />ALL TREES DESIGNATED 70 BE SAVED SHALL <br />BE FLAGGED AND PROTECTED BY SNOW FENCE <br />PRIOR TO CONSTRUCTION. <br />LEGEND <br />-1 927- - <br />-927— <br />X <br />931 <br />815.5 <br />• NO <br />EXISTING CONTOURS <br />PROPOSED CONTOURS <br />SLT FENCE <br />EXISTING SPOT ELEVATION <br />PROPOSED SPOT ELEVATION <br />FINISHED FLOOR ELEVATION <br />DRAINAGE DIRECTION <br />LANDSCAPE YARD DRAIN <br />4' DROP CURB SECTION <br />Sanitary Sewer <br />WATER <br />HYD. W/VALVE <br />STORM SEWER <br />PBCIEDSIL <br />SANITARY SEWER <br />WATER <br />HYD. W/VALVE <br />STORM SEWER —I{— <br />POLE <br />/ <br />SUPPORT NET <br />FRL7ER FABRIC <br />COMPACT BAOX77U. <br />�IIYL <br />//NAME SOIL <br />TOE -IN TRENCH FOR ENVIROFENCE <br />METHOD <br />1. Piece the ..d.hehtatl.n control fabric ,ld. Of the fence In the db.ctton <br />of the anticipated sediment floe (net .We of the system away from the <br />flu.) and position M. Awl.s against the bock roil of the trench. <br />2. Use 0 /e Wed9e hammer or Nn.v desks to drive the Pula Into the ground <br />.ntl N. bottom of the Indu.We netting l■ approximately 2 below ground <br />level. (5.. db9ron) <br />3. Loy the bottom 8' of .edfnentatlon control fabric Into the trench. <br />4. Backlit, the trench with nothe .o1 and compact. <br />( <br />SILT FENCE <br />DIVERSIONARY DIKE <br />• <br />/ <br />9os <br />1 ..899.94 <br />198 Y5 HWL .(<90.---1..3.5- ..- <br />/ <br />/ <br />g00 <br />100,1R. � 903:85/ / / / / ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO 77N191 0 SURFACE/GUTTER GRADES UNLESS SNOW <br />/ / / / / \ �� PAVING PLAN FOR DETAILED SPOT ELEVATIONS (TRADE PERCENTAGES AND <br />/ �; / <br />902 <br />/ • / / � ' AAwr�A L�NrM WALL BE W MERE TURF PLACE 9 GROUND TO 75 EESi 9 D. 7499004 77149 It s+AL1 BE RE.VO1 0. <br />/ • // / / ' TELPOPARr PDXJOWG DICES HATBALE� ETC, REWIRED BY THE Orr 9ULL 8E 02001TAL ro n1E OWN° <br />/ / / / THE COED DURING SMALL USE A ROUX m. CONSTRUCTION CLEA ENTRANCE AC OF EACH TO THE DETAILS. ALL STREETS <br />• _ / / /yvE / / / �' I DISTURBED /RAFTING MOWING NW/RS MUST �' QEANED AT 1119 END OF EAUH RO4HfANG DAY. <br />/ 12 Ot0 90g / / �' GRAVEL * FILTER FABRIC SHALL BE WSTALLED PER DETAIL AT ALL CATCH BASINS (BNCIDE/TAf,). <br />/ / / <br />I ' 9 / ' CONIR�ANCILI4 SHALL �' RESPON57BLE DRAINAGE 4ARYDI DIMAWTANED /909 THE STYE AT ALL TINES <br />�3 974 / / / C ' / / TOES PANG OR OTHER MEANS REQUIRED ID <br />�, �^ _ / '� INSURE PROPER DRAYAGE DURING CONSTRUCnDIL LOW POINTS W ROADWAYS OR BUILDING PADS <br />4 _ / �' / .../. <br />MUST BE PRONGED xrnR A PAAn1E OUTFLOW <br />c� <br />/ NINON 7 DAYS OF MULCHED W COMPLETION Or DAPICE ALL NEWLY sno SLOPES SHALL BE SEEDLI; <br />1 T 4 RATE AND M11LCIlm W ACOYRDANCE NTH ME CITY SPEC7FICA TIONS SE79 SMALL BE MIXTURE NO 50.A <br />�' '" / AT A RATE Or 75 POUNDS PER ACRE MULCH MATERIAL SHALL err r9 79 7 PLACID AT or 2 TONS PER ACRE <br />ALL POIANS SHALL REMYE A REILAND SEED MIXTURE NO 25A AROSE THE Mk PER CITY SPECIFICATIONS <br />/ // <br />/ ice/ <br />/ <br />/WETLAND 1 <br />15,107 sq.fL <br />0.35 acres <br />/ <br />w6-41 <br />R <br />GENERAL GRADING AND DRAINAGE NOTES <br />LT FENCE GW7ACTOP SHALL CONTACT GOPHER STATE 'ONE CALL' FOR UNLIT' G77 LO 1S AT 454 -0002 <br />�- - CAL) IRE CYW7RACT04 SHALL tER1fr THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND <br />894 TOPOGRAPHICAL FEATURES WTH THE OWNERS AND f7E10- 14ERIFY PRYOR TO CONSTRUCTION. THE <br />CONTRACTOR SHALL 9VMEDIATET NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS <br />FASEMENT NOTE: <br />CROSS ACCESS AGREEMENT AND IVATE UTILITY EASEMENTS <br />TO BE COVERED BY DEVELOPE1 S AGREEMENT. <br />TIE LIMNS OF CLEARING AND GRADING SHALL EXTEND TO THE LINTS CF 771E PROPOSED CONTOURS AS SHOWN <br />ON 7I¢ PLANS UNLESS INDICATED BY 771E CITY ON ME CITY'S PROPERTY, THERE SHALL 8E NO NEED FOR TREE <br />PRESERVATION FENCING <br />PRIOR 70 ORADWG PLACE ORANGE CONSTRUCTION SAFETY FENCE ALONG TIE PERIMETER 09. THE INFILTRATION <br />AREAS 7O PREVENT CCIMPACnCW OF THE SOILS 00 NOT OAR—EXCAVATE THESE AREAS FOR BORROW MATERIAL <br />JUL 1 5 2002 <br />CITY OF LINO LAKES <br />FINAL GRADING or Wf7LTRATIOW AREAS SHOULD NOT OCCUR LINTS THE CONTRIBUTING DRAINAGE AREA IS CONSTRUCTED AND STABILIZED. 0' <br />50' <br />100' <br />150' <br />gos, <br />Ryan'. <br />Engineering <br />LAND DEVELOPMENT SERVICES <br />434 Lake Street <br />Excelsior, MN 55331 <br />(952) 947-9100 <br />ww"vysnenp neerpacorn <br />I hereby artily that fh1 plan, .Wed 9collon, <br />ar report was prepared by n.e a ender my <br />direct stheniske and that I am o dWy <br />m re Minnesota. ands the laws of t e <br />5— <br />Regbballm No <br />Data <br />LINO LAKES <br />COMMERCIAL <br />CENTER <br />Lino Lakes, MN <br />for <br />JADT <br />DEVELOP <br />COUP, LL <br />Project Na <br />Digital Drawing Nome <br />BASEMAP5DW0 <br />Drawn By <br />OL O <br />Checked By <br />PAIR <br />001. <br />5/13/02 <br />Revisions <br />e/10/02 HEWED ffiBMTAL <br />6/17/02 REV. PER CRT' COMMENTS <br />71W021€1. PER CITY COMMENTS <br />Issued For Date, <br />Schematic DeTiGn <br />Design Prek nsrry Review Ni <br />Find Review <br />adding <br />Construction <br />Preliminary <br />Grading . <br />Plan <br />C -4 <br />