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r) <br />a <br />0 <br />oC <br />J <br />0 <br />0 <br />0 <br />SANITARY SEWER CONNECTION POINT POOL EQUIPMENT AREA <br />SEE L3 POOL PLAN UILDING SETBACK INE 12" SUGAR MAPLE TO REMAIN <br />STONE TERRACE- SEE L4 30" MAX HT LIMESTONE STONE STOOP <br />SIGN RETAINING WALL SEE L4 -__-PROPERTY LINE <br />18'x 42' IN -GROUND SWIMMING POOL SEE 3/1_1 OWED TURF CORNER PIN <br />SEE L3 POOL PLAN * • <br />MOWED TURFGRAS <br />SILT FENCE <br />EXISTIN SEE L2.1 <br />SANITARY <br />SEWER —� <br />SEE L2 <br />EXISTING OURS <br />GAS '� PROPOSED <br />VALVE CONTOURS <br />SEE L2 GRADING <br />RESTORE STREET EDGE---- <br />TO <br />DGESTO MATCH ADJACENT <br />REMOVE EXISTIN <br />WOOD GATE <br />EXISTING DRIVEWAY ENTRANCE <br />TO BE REMOVED, RESTORE ROAD <br />EDGE TO MATCH ADJACENT. <br />REMOVE BOXELDER- <br />REMOVE SPRUC <br />STONE POOL DECK <br />SEE L4 <br />1. SEE SURVEY FOR RELATED <br />INFORMATION <br />2. SEE WETLAND INFOMRATION BY <br />KJOLHAUG ENVIRONMENTAL <br />3. MAINTAIN EXISTING SILT FENCES <br />ACCORDING TO MCWD STANDARDS <br />4. CONFIRM UTILITY LOCATIONS AND <br />ROUTES RELATIVE TO PROPOSED <br />WORK <br />SITE NOTES <br />SITE PLAIN <br />1-1/2" MnDOT 2341 <br />bituminous wear course, <br />install at 70 + degrees <br />ambient air temp. <br />2" MnDOT 2341*ow . <br />bituminous base <br />hand tamp edgesow"mft <br />cross slope 1/4" per ft <br />1111 <br />6" depth crushed limestone or ,000"_ 8" <br />crushed concrete compacted in <br />4" lifts with top surface formed to <br />exact profile of completed drive <br />Compacted or undisturbed subgrad <br />(DBituminous Paving: Section <br />N <br />CIP CONCRETE <br />RETAINING WALL <br />SEE ARCH <br />STONE TERRACE <br />SEE L4 <br />MOWED TURFGRASS <br />0' 16' 32' 48' 64' NORTH <br />3" depth, black <br />mexican beach pebbles <br />3-4" depth cle46 <br />crushed traprock <br />3"x3")# stl angle, painted <br />flatblack, weld corners <br />6" topsoil - <br />drainage fabri <br />pe drainage tube if req' <br />to remove excess water <br />Compacted or undisturbed subgrad <br />2 Gravel Bed: Section <br />• <br />LIMITS OF <br />NO -TRADING <br />COLORA&Q SPRUCE TO REMAI <br />JUNIPER TO R <br />y" UUK I UNA JANUJ I UNt UAF' <br />e***"=4"-8" HT SOLID FOND -DU -LAC <br />LIMESTONE, DRY STACK APPEARANCE, <br />ADHESIVE MORTAR JOINTS <br />8" MIN <br />•ti7�•r GEO-GRID <br />!� 00 �12" OC VERTICAL <br />���• DRAINAGE FABRIC <br />DRAINAGE ROCK <br />6"T • •� <br />ti• • <br />a <br />ice• ti <br />• 'b'r <br />�.� •(.TFn Q.RANL11 AIR FILL <br />00000w�6" TOPSOIL, TURFGRASS <br />— I=111 •� '� 3:1 MAX SLOPE <br />I—I 11- <br />11=11=1I1-1I1=1IISII1=1I o <br />IIIIIII1111111IIIlIl11111Illlllll 6„ <br />(DLimestone Wall: Section _ z' <br />`OC <br />Opo <br />SAWCUT EXISTIN <br />H <br />BITUMINOUS -MATCH <br />l / <br />R <br />O <br />q <br />NEW DRIVEWAY D <br />PERFECTLY FLUSH �w <br />" TOPSOIL. TURFGRASS <br />3:1 MAX SLOPE <br />30" <br />U GRADING SETBACK <br />CHAIN LINK FENCE <br />TO REMAIN <br />AC CONDENSER, <br />UPS GENERATOR <br />• <br />NEW WELL <br />_ PROPOSED HOUSE AND GARAI <br />• LOWER FLOOR EL 991'-10" <br />GARAGE <br />MAIN FLOOR EL 1002'-0" <br />TOP FLOOR EL 1012-10 s' <br />MOWED TURFRASS <br />BITUMINOUS DRIVEWAY - <br />SEE 1 /L1 <br />CONCRETE SERVICE <br />ENTRY STOOP AND STEPS <br />® SEE ARCH <br />OTE: <br />REMOVE ALL BUCKTHORN <br />FROM THIS AREA BY <br />GRUBBING PRIOR TO GRADING <br />STONE ENTRY PAVING <br />SEE L4 • <br />E <br />/—LIMITS OF <br />NO -GRADING <br />/--NOTE: <br />REMOVE ALL BUCKTHORN <br />FROM THIS AREA BY <br />GRUBBING PRIOR TO GRADING <br />ROTECT EXISTING <br />CHAIN LINK FENCE <br />12" RED OAK TO REMAIN <br />30" MAX HT BOULDER RETAINING <br />WALLS, TO FOLLOW TOP AND <br />BOTTOM GRADE SEE 4/L1 <br />EDCEDARS TO REMAIN <br />- DRIVEWAY SLOPES: <br />LONGITUDINAL 8.8% <br />CROSS SLOPE 2% <br />COLORADO SPRUCE <br />TO REMAIN <br />(�)FIELDSTONE WALL Section °- -- <br />GRANITE FIELD <br />STONE BOULDERS <br />24-30" DIA <br />DRAINAGE FABRIC <br />DRAINAGE ROCK - <br />CLEAR 4" -1" <br />RECEIVED <br />JUN 3 0 2016 <br />CITY OF ORONO <br />JAMES ROBIN <br />LANDSCAPE ARCHITECT <br />22732 OLGILVIE AVE N <br />SCANDIA, MN, 55073 <br />612-309-3946 <br />james@jamesrobin.com <br />www.jamesrobin.com <br />STEINER <br />RASSIEUR <br />RESIDENCE <br />1050 EDGEWOOD HILL ROAD <br />ORONO, MINNESOTA <br />I HEREBY CERTIFY THAT THIS DRAWING <br />SPECIFICATION OR REPORT WAS <br />PREPARED BY ME AND THAT I AM A <br />REGISTERED LANDSCAPE ARCHITECT E T IN <br />THE STATE OF MINNESOTA, <br />REGISTRATION NUMBER 12207 <br />JAMES ROBIN ( i -- <br />#12207 - J <br />ORONO torr <br />27 JUNE, 2016 <br />Ll SITE PLAN <br />LOBO L.wo� <br />ZOI�O - OOOgK <br />N �vu <br />Y <br />COLORADO SPRUCE <br />TO REMAIN <br />(�)FIELDSTONE WALL Section °- -- <br />GRANITE FIELD <br />STONE BOULDERS <br />24-30" DIA <br />DRAINAGE FABRIC <br />DRAINAGE ROCK - <br />CLEAR 4" -1" <br />RECEIVED <br />JUN 3 0 2016 <br />CITY OF ORONO <br />JAMES ROBIN <br />LANDSCAPE ARCHITECT <br />22732 OLGILVIE AVE N <br />SCANDIA, MN, 55073 <br />612-309-3946 <br />james@jamesrobin.com <br />www.jamesrobin.com <br />STEINER <br />RASSIEUR <br />RESIDENCE <br />1050 EDGEWOOD HILL ROAD <br />ORONO, MINNESOTA <br />I HEREBY CERTIFY THAT THIS DRAWING <br />SPECIFICATION OR REPORT WAS <br />PREPARED BY ME AND THAT I AM A <br />REGISTERED LANDSCAPE ARCHITECT E T IN <br />THE STATE OF MINNESOTA, <br />REGISTRATION NUMBER 12207 <br />JAMES ROBIN ( i -- <br />#12207 - J <br />ORONO torr <br />27 JUNE, 2016 <br />Ll SITE PLAN <br />LOBO L.wo� <br />ZOI�O - OOOgK <br />N �vu <br />