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1998-09-11_CHRISTMAS_SHOREConstruction Plans for Grading, Storm Sewer, Sanitary Sewer, &Streets Q Q CL L 3 U l!7 Q1 M LCD Q) CM CM 3 CHRISTMAS SHORE Shorewood, M N r� Surveyor: RLK - Kuusisto, Ltd. 6110 Blue Circle Drive Minnetonka, MN 55343 (612) 933 -0972 GALL 48 FI M BEFORE OIGG Q GOPHER STATE ONE CALL TM MY AREA 454 -0002 LwSOTA LOLL FREE 1- 800 -252 -1188 Roger A Anderson & Assoc. 7415 Wayzata Blvd, Suite 107 St. Louis Park, MN 55426 (612) 546 -7035 Rev. 9/11/98 Comm No. 9495 INDEX VICINITY MAP SHEET DESCRIPTION Owrw/DeveloW. 1 COVER SHEET Keith Waters & Associates 2 GRADINC, DRAINAGE. & EROSION CONTROL 6216 Baker Road, Suite 110 3 STREET & UTILITIES PLAN & PROFILE Eden Prairie, MN 55346 4 5 DETAILS REFORESTATION PLAN 612) 974 -0004 Surveyor: RLK - Kuusisto, Ltd. 6110 Blue Circle Drive Minnetonka, MN 55343 (612) 933 -0972 GALL 48 FI M BEFORE OIGG Q GOPHER STATE ONE CALL TM MY AREA 454 -0002 LwSOTA LOLL FREE 1- 800 -252 -1188 Roger A Anderson & Assoc. 7415 Wayzata Blvd, Suite 107 St. Louis Park, MN 55426 (612) 546 -7035 Rev. 9/11/98 Comm No. 9495 m rn r` Cu Cx Q' Cn L LL 171 3 a Is In rn Q C7) U) m Q fT / CD 3 O / ZIE N \G� P � No AP SIGNALIZED P� e 9 _ A INTERSECTION N om ? �i 36' CMP CONC. (CONC. 0 Ad's 1� ♦ y • 4 POND DATA: CONTRC. ORAOAQ AWA PIMANFNT POOL VOL REWMD _ 890 K PIMANOR POOL voL PRomm _ aT w POND BOLTON _ 0210 NK_ TOP Of BM - 9314 OWBtFUM SPXLR • ELEV. 936.1 OIRIE7 - 1r ORNIa • w 9110 1 m NML _ 9313 10 TA 11RL _ 934.3 10O M. NE _ 936.1 RN10E I BOAT RAMP & PARKING AREA OC OYRET \ OIXIIIQ fif RM1 ! Aux �� \ \, \�• P sNT ee 2 ® N • VA / rrl p xx DNR) BUILDING ELEVATIONS - LOT/ FF ELEV W /O ELEV 1 956.0 945.0 2 956.0 947.0 3 960.0 949.0 4 955.0 944.0 5 94&0 937.0 6 947.5 936.5 (MIN.) k APPROXIMATE BUILDING ELEVATIONS - EXACT ELEVATIONS TO BE DETERMINED AT TIME OF BUILDING PERMIT. t� � Na ( - \ I 1 \ P At NORTH o a m 1m EROSION CONTROL NOTES: 1. okAOrN mkBlAaw auu TWMY IO411RS AND OESBaR6 a Au IAODIBIdla 11I611lS Mm M R'8[C1M IIRIIY ONIAMa AA W mNA1MA:mk s Au B1o9M. wnkpL Kw -. cAUm cart aN 9¢ r1Ara Aro a7:PK'AIIMIa tMd Wi A1LUIp6 YT rOYOC &DAC1iATW sAOm R 1pkaRMR mYRNT IW; !WL K GY611AIa1a AMp OIIN6ARF M M r01L01Oi 0MF1p A. %T aBlskplpupll pMAkOa A NkrN ar m fET. a ar mAz c 9mAk a11i BNRMa Ar No-artnlo ru LaaTIBR. o. nNrawY aAaku i s1or� s3knpaAro ouru fAWl@ c DBUpk pI' 1MTIal ArM a�NpoRNr (auDNC ) i 9�nAi a�ArM AIIAOC AkGi a NLL1 A1D aNacT rAnuWS aM>mw1T ro 91p1r 9ceB kaka a okAnM mNmAC10k arNL 411020E ApM NMITAN Au amw comma IRA1k6 A9 9A6M1 W }� r1/IO AMD OEOFlGlM16 ANp ap6mrt AR ApN1O1YL [RpapM CON1Ri 1WR5 NDfSMa' M 0001 W PMllCT AONCOrt r110PB1tt. A. MIL B10pO1 SOOmL fAgI1E9 RuLL K YINTANEp R M mN111AG10R ONpRa ONKM OOMIRIN. AR 1DYaRABY f1OYIB Mql AE ro K iaola Af OaIID Iak oN aeK RANT A1O 9r[OkCATAM 611111 K IE11V4D R M R10rq ORImK1M1 R6d OKL176J R M OAMEA M ORMkM aaflkACIOR 9MNL RO1 KS1ME M 91IffOWIRY NOTES: 061169m ru N A¢Oak¢ MTN es wAAa A•o srm¢aoa: 1. ALL LOTS TO BE CUSTOM GRADED TO a M akApkO OpNR11aroR B1N19p1muIE M a1s IIOBEt m Rur owmuTla n Au ownalm RLlS ku K r119aPaa W M okrk p "ND 11 °� 0p1P1aT0M a M wmi[tT. CONFORM TO ARCH. PLANS AT TIME OF BUILDING PERMITS. ° la`�iL u3'1'E(.u �i1`uu , v YA �AT��fRE MlF6 YAM 7t MOMN OF MID YZ Ik100T Ml Epp ADK 1 w- i ARE Da% ANDIa1LD) CO N0. PLOTIE7T 5 4 T. M OnsAkp Tlvoaunrt Akp owrmAl arnufM saN a M CRITICAL ELEVATIONS Roger A. Anderson & Associates, Inc. !1441 1E1E 1A53N lP01 A f W NIANR�m R OMk]t CHRISTMAS LAKE CONC. OVERFLOW DAM 9325 (PER DNR) 94 D N06 a cp9ewelms anAEC AIM aoaaN opNRn M6UTkA6 auuL TNa IpAK .p°1 M COOweppN WR. CHRISTMAS LAKE OHW - 93277 (PER DNR) I AM A DULY RREE as1ERm ENOI,.n` urnFn THE y�6 DP 7 T TA a R O kOaAMD THAT >u 1RAa® R1o1 M am R Nora 1oliaFs E OFMItD ONLY RIOII PAMD1 kOOWY BIIIfADS iM101ga1T M puvnpN a mawellpa CHRISTMAS LACE 100 YR NIAL . 934.5 (PER MCWSD) ROCK 1a narE TeeaRwv >mknMATn1 0106 A9 KBC1 ®R M o1pp9Ma MIX. ELEVATION OF LOWEST FLOOR OPENING . 936.5 RK m mmu n. Au AEOMMlOaS a M Iaru a TB4Ym Nf1Rl1, flyL K KS K rO1 M AAp9pIW raNrr. ». Au B1mw a smkorr owkla Au9AO B1pkk aN ,m nAN Aw AI;OkNIm M M Rk1D A6 NK(.Im R M OA4R ailAL LQfVAI ro M VC S 'PRaIECMN N11p1 O9N11Y M VkW AAF/4 ESE YNI14OIpi AUCIIQS AOI WE]OTA'. EROSION CONTRA SCHEIXILE OF INST/� I A'RON Ae MAINTENANCE lmt 06fe11d�! M4fGG➢Otl.aLptl/FBktlCE Bamwa .ter . aANr. ATiEA mBNTAR aT Sa1¢ rnm W Nkpi0oC1T Af1FR FAbI RMI-0fT pkAMAK ARF 6 ar PN11M0116 alauTMNS elan. ENp1c sa.wa �. As AWIraO. 01(RET 9nOER Ai1FR POID a110W' I19p:T AEDAlALY. POWAN]IT. Sk1UC11OE a m1AiE'IR 14OGI1 a MDIa). lrpk a1P1E1Ipn os AT r RINTAM gti1N! fba MIAaNf mkC MUST NMIMLY Vf1bNfJlf. RL1R Sky( LpaT. AW Ala AF@R NFAW WHET kaTN1/aY% R1EALL ESDVIS fGr6'I k YI.NIAM PERYAM]R. / pElanol fan onp1M ukmkBN Arun NGW kAEP1u / arauaaa �1m �. \� ��- kRrttr ! N1AITAM �,,yua1 1ITm rNy. aupNC 1ITOI N•v1W kANZ xEOF>'S�MY.. pfouaoe: krona kA91 -WT \+ °� 4sKIW `. B1W98MM rAwe TAM" ° a FIRM 6.5-2 rVE 8 - VIIAW SALE 96M SWMFHT RL10 IOC OOBOO 9MII100M1BwA AIaOI fAMm W kR I INA � Np9 RM6L f081'p9O tN lE 9NDl O �m P" 00M KAf1a. TYPIC I INtt I I ATON FOR ALT FENCE taaml u rras inr r9Mpaar PRAC9MY7 6 9-9-98 REVM 100 YR. HRL PER CITY ! MCWSD. REWSFD LOT 5 t 6 HOUSE 8"AMINIS A=RDINGLr �i1`uu , v CO N0. PLOTIE7T FIRM 6.5-2 rVE 8 - VIIAW SALE 96M SWMFHT RL10 IOC OOBOO 9MII100M1BwA AIaOI fAMm W kR I INA � Np9 RM6L f081'p9O tN lE 9NDl O �m P" 00M KAf1a. TYPIC I INtt I I ATON FOR ALT FENCE taaml u rras inr r9Mpaar PRAC9MY7 7486911 -98 ADOEO TREE PLAN, CITY APPROVAL SVBMBTTAL 6 9-9-98 REVM 100 YR. HRL PER CITY ! MCWSD. REWSFD LOT 5 t 6 HOUSE 8"AMINIS A=RDINGLr CO N0. PLOTIE7T 5 4 3-98 ADDED 100 YR FLOODPLAM REVLSFD LOT 8 NE 6 GRADES DESIGNED: 1-95 BID SET MTJ I HEREBY CERTIFY 7HAT 1WSPLAN WAS PR[PMED BY ME OR UNDER MY Oft= SUPFEMSION AND THAT Roger A. Anderson & Associates, Inc. CHRISTMAS SHORE r rAkw 94 D N06 3 2 24-96 WA TT zo-96 REVISED PER WATERSHED DISTRICT REOIBRE?1QO5 TrN I AM A DULY RREE as1ERm ENOI,.n` urnFn THE y�6 DP 7 T TA c, r L L E N G[ N R E R L M G C 011 8 L T A N T S SHOREWOOD, MN ROCK CONSTRUCTION ENTRANCE 1 RK m mmu 7486911 -98 ADOEO TREE PLAN, CITY APPROVAL SVBMBTTAL 6 9-9-98 REVM 100 YR. HRL PER CITY ! MCWSD. REWSFD LOT 5 t 6 HOUSE 8"AMINIS A=RDINGLr CO N0. PLOTIE7T 5 4 3-98 ADDED 100 YR FLOODPLAM REVLSFD LOT 8 NE 6 GRADES DESIGNED: 1-95 BID SET MTJ I HEREBY CERTIFY 7HAT 1WSPLAN WAS PR[PMED BY ME OR UNDER MY Oft= SUPFEMSION AND THAT Roger A. Anderson & Associates, Inc. CHRISTMAS SHORE GRADING DRAINAGE & 94 D N06 3 2 24-96 WA TT zo-96 REVISED PER WATERSHED DISTRICT REOIBRE?1QO5 TrN I AM A DULY RREE as1ERm ENOI,.n` urnFn THE y�6 DP 7 T TA c, r L L E N G[ N R E R L M G C 011 8 L T A N T S SHOREWOOD, MN EROSION CONTROL PLAN 1 FINAL PLAT SUBMITTAL 7 -22-95 F DAVSTAMP: /� '�G /1 L9p 7416 ..ra.L 800144 ®, mm m10, 6RIMBAPKa. HR B6w m 2011) 649 -1066 (618) as -0986 i KEITH WATERS & ASSOCIATES INC. . 2 OF 5 NO. DATE pE5(IBPTKIC OF REVISM w --- DATE REG. N0. tJ6• m CY) m Q Cu ti ti Q m L0 L- L.t- 0) 3 a L0 rn "Cr Cn LC) ET Q co 3 c&R fsT,40"wS LAS 91K 94( DA1WF Bd7 A9�RAD TM STA : 7 +0 PN ELET - 9" M A.0. -582 ■ mwgwg_ I■ K 2L20 tOOOC VC T PYT STA : 8+85 FM SIN 942.00 A0. • 528 K . 80.83 MENEM 91K 94( DA1WF Bd7 A9�RAD 0+00 _.. _. 1+00 2+00 3+00 K sm AS CITY WATER SYSTEM IS NOT AVALABIE TO INS SITE, ALL NEW HOMES ARE TO BE SERVED BY PRIVATE mal.S. l M ■ mwgwg_ I■ �I MENEM WPM �11�5 SP EW 1, 0 ,- m OEM 7 I MEN 0 Ll i J� � - - r -0 0+00 _.. _. 1+00 2+00 3+00 K sm AS CITY WATER SYSTEM IS NOT AVALABIE TO INS SITE, ALL NEW HOMES ARE TO BE SERVED BY PRIVATE mal.S. l M ■ mwgwg_ I■ �I MENEM 94( 971 OESTGTEED: ' FA O CERTIE THAT TF PGA" WAS PREPARED _Roger A. Anderson &Associates, Inc_ CHRISTMAS SHORE MTJ BY FIE OR UNOFR YY OIREGT SUPFEMNSION AND THAT MA - I AY A DULY REgSiERm PROF a LAL IDYL SHOREWOOD, MN UNDER TFE }/t�OF IIjG�BT F INNESOTA CIVIL ENGINEERING CONSULTANTS TVH /ma �.G / 1 BY: __ _ ____ .. WATUTA BOIRMBD. 9009 ICY MHOMPOLM MN"M TL. (BU) 8N - ,099 PAR (9UO SO - 0.99 KEITH WATERS & ASSOCIATES, INC. OHECICED PLAN SYMBOLS IDf IA[ N8•l�1w ������ .AN.r:..w 1.00010 AI1W1 w a9Bc 4W10I TAW �•� WNW 1M•Fa w18N10 O Cl I 141w 9NAT 9FL 99Ni • 11100. CwMAt �TDI� R B[1f. • rn IIIOP. aCt tW/MAZ IIF109 ^ R W r. 11L — >— PAOP. —I— itlDr. �L19WM — IRS. HWIF9r � R NIWWR T.E 6 wW WUE 1 R1W. wW WW W</1YC —�1— em9c —•— •P1w I.2 < P19F9AD 10OAK --.�— •MAw•Wal oa000000 CALL. 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL TWIN CITY AREA 651- 454 -0002 MINNESOTA TOLL FREE 1 -800 -252 -1166 STREET & UTILITIES N PLAN & PROFILE 3 OF 5 En I ND I DATE I DESCRPRON OF REVISIONS ® ILL GIRT JO■T 10 MATCH ORMLAY WTO ClMMG B111MIOU8 SURFACE TACK EDIES ® CONSTRUCT ■IRMdM"M CURB ! OUTNR NTH BACK OF LAIR m LOCAT AT COSMIC EDGE OF BIT. SAW CUT OrMORM AND DISPOSE K DOM OFF-M ODWOSAL 9RlDEMGL,) PLACE CONCRETE WILL IC TOM NEW CIiB AND — or ML P" TO DVCLAY. (SEE STREET SECTION -M MERRY LANE OCTAL) ® RCNMYE APPROIC 3T OLM k GUTIM SAW CUT INTIM M M AND REOOISTRUCT RAOLM ALL DOIMS SHALL E DISPOSED 0 OFT -SITE (MCDENML) �{ RCDCAIE SLEET w4& YAR.BOIDs ETC. AS IE'ESSARY. (R/Q)ENTAL TO SIRFET OONSMRICTM) COMMIE KITH PROJECT MANAOUL ® CONSTRUCT r PYC SAN. SERVICE FROM TM-3 A PROP. LM AS SHOAL 91VERT AT PROP. LIE - 9480:. COORDINATE TWIN PROECT MANAGER. ® MWORMGCT ORAEWAYS TO DOSING MOM F9WL DERV TO E COORMAYM NTH 04GREM PROECT MAKWM AND NOTE OWN0t AND ADJJM I THE FELD AS NECESSARY. 8 RMOVE IX DMVEWAY ET911FEN BOAT ACCESS AACA AND LOT 2 UPON CgiLEDON OF D■VEWAY RECON81RVCIM 10 OLL-E -SAC. OtWOSE OF DEIBSS OFF -81E AND RESTORE WITH MOL 4' TOPSOIL AND 9EM INCIDENTAL) ® AT � A ND . REMOVE CBSIIG SAN. SCPACB/LMSOL PUMG SEKWCE Lo ll_ 0 O %1 W cn J ! g g Sib IN m�GI 6 Z cr- N V O 0 Wif (A Lj o 00 3 c lilt I Et 00 ( 3 oil 1.4 P 9q 41 b it oil I b a °L M W - --CAF— 10$R 1, 41 111 � CC EdS e g � "a� tii k H j ;j9 I a pp L t- � >}� k�b 1b y 4H till --{ f"- i if O �E „s YY 6 1 - I I % g p ill 4 lip Ij a fit J y e � � ul ill p 1 1 g it � �� � all �; �� I� � � 15 � 4 AIN gpa b3j4 G � P! qQ H! TTV fill l ilt I o T F b •g H l o t fi 1 F ee er l I lil i$ Q mg oi l k till y6y66yy� b� Is IL lil t $ - aa� N w as L � � i S } , N0 1 SIGNALIZED 5� p (E N�GNWP� `i 41 INTERSECTION m - s I r 9' 1 \ N 2 928 32 \ CD &TI 936 5 .-93 NOTE BE EACH OF THE FIVE PARCELS SHALL H PLANTED WITH FOUR ADDITIONAL TREES. PREFERRED SPECIES ARE COLORADO GREEN I o SPRUCE, AUSTRIAN OR WHITE PINE, SUGAR I �- 44 MI APLE, RED OAK, AND BUR OR SWAMP WHITE � tb OAK. EVERGREENS 514ALL BE A MINIMUM HEIGHT OF i' AND DECIDUOUS SHALL BE AT LEAST 2.6 INCH DOH. ACTUAL LOCATION \ e THE NEW TREES SHALL BE DETERMINED O NCE DRIVEWAYS ARE LOCATED. � AVE. 3RD / ?0, 4 36" CMP IN =9 .2 CONC. OVERFLO 93 9t \� \ m 4 2, > \\ 1 �2i oB C'1` \ TREE REQUIREMENTS TOTAL TREES REQUIRED 55 EA TOTAL TREES PROVIDED 55 EA , TREES TO BE PROVIDED PER LOT. REMAINING TO SE USED FOR SCREENING. 0 TREES TO BE REMOVED eli !...x P/.ciwa� /I 00. 1 DATE DESIGNED: 1 HEREBY CERRFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT RIPERVISTON AND THAT DRAMA: 1 AM DULY REGISTERED PROFESSIONAL ARCFMTE:CT BY POND LAWS OF THE A OF MINNESOTA DAYSTAMP: DESCRIP110N OF REVISIONS DATE RED. NO. IN \ r IIr�. 11� DNMI51 \� \ r 1 foot 0 I� 3 R21 1 pia 1 1 N I rI I � �3 'B9e2 � \ J AFTER INSTALLATION, TRIM OUT DEADWOOD AND/OR pEFORMEDTMl66. DO NOT CUT LEADER. NOTE. INSTALL RANT TO BEAR SAME RELATIOWMP TO GRADE AS 6ROHING C VITION. 1.9 ys Ap 'W "� W I' N Close Landscape Architecture Bl6 R Ala ■I.,L 6.R. 69L 6L ARL w m" UL (SK) so -ev" 6UY ASSEMBLY. 16' POLYPROPYLENE OR POLYETHYLENE ( MU 1 -1/1' WIDE STRIP (TYPJ DOUBLE STRAW i, 6A. MIRE 1 3 STEEL STAKES OR SIGN POSTS 1 120 DEG. OL. (SEE STAKNG OA0HA0V NOTE 6W ASSEMBLY OPTIONAL ONLY STOCK 5 NOT INSTALLED WITH TREE SPADE. BUT CONTRACTOR AFf{RES FULL RESPON`IDEITY FOR MAINTAIW116 TREE IN A PUI'6 P051TION FOR TIE DURATION OF THE MAIARANTEE PERIOD. \\ I NONE. STAKE T GRADE / \ SHREDDED BARK I NI.LUI 6 I7EPIN PLANTING SOLL MIXTURE SEE SPEC, COMPACTED SOIL MOIMD SCARIFY BOTTOM APO 51DC5 OF MOLE PRIOR TO PLANTI16 ♦ COOR TE STAKING TO i Q 61If LRlS AND STARES. UNDISTRBED 5oLL OR e. COMPACTED 5166RADE STAK446 0IA6RAPT IM 6 AFTER INSTALLATION. TRW OUT DEADWOOD AND/OR DEFORMED TWIGS. DD NOT CUM LEADER NOTE INSTALL RANT TO DEAR .DANE RELATIONSHIP TO GRADE AS bROYINS Lp'01710N. 6UY A55EM IXT- 16' POLYPROPYLENE OR N 1410 POLYETHYLENE o U 1 -U VI 2' DE STRIP (TYP) DOUBLE STRAND M 6A. HIRE l 5 STEEL STAKES OR SION POSTS 1 120 DEb. 04. (SEE STAKING DIA&RAW MGM, 6W A&SE1•BLY OPFIDNAL dR CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR WAINT/UNINi TREE IN A FL" POSITION FOR THE DURATION OF THE 6VARAIHTC•E PERIOD. REMOVE ENTIRE NON45I00E6RADABLE WRAP MATERIAL. WIN 6 SIEDOED HARDWOOD MACH FULL AWAY 6 FROM TPIIK ALL SIDES. SOIL BACKFILL SHALL BE A W -00 MIXTURE OF 5OIL EXCAVATED FROM I I PLANTING PIT AND WhDOT 3677-8 SELECT TOPSOIL BORROW OR MWDOT G ■ 3690 GRADE 2 COMPOST COMPACTED SOIL MOUND SHALL BE USED ONLY IF LANDSCAPE CONTRACTOR ENCOUNTERS MOTTLED OR NET 511ILS WHEN EXCAVATING THE PLANTING PIT. OTHERWISE, THE ROOT BALL SMALL BE SET AT THE BOTTOM OF THE TREE PLANTING PIT. SCARIFY BOTTOM AND SIDES OF HOLE UDR ro PLANTINI6 UO571RBED A GOMPAGTT'D SLB686 HAOE Ana�war NFwr T CHRISTMAS SHORE 94 95 SHOREWOOD MN I REFORESTATION PLAN KEITH WATERS & ASSOCIATES, INC. 5 OF 5 smea Fur. C F BDT NIA 'Al WU BSI AP 6 AUSTRIAN PINE PINUS NIGRA 5 FT. Mf.T. TREE SPADE DNS 3 BLACK WILLS SPRUCE PICEA GLAUCA DENSATA 5 FT. TREE SPADE C55 10 5 FT. TREE SPADE / COLORADO OWE SPRUCE PICEA PUNGENS CA . 5 CRAB, RED SPLENDOR MALUS, 'RED SPLENDOR 2.6 IN. 0.A. WEI RB 3 RIVER BIRCH BETULA NIGRA 2.6 IN. MULTI -STEM BID WP 0 WHITE PINE PINUS 5708115 If. FEET TREE SPADE ? 20 VARIES VARIES 2.5 IN. OR L FT. / HGY MR VVERCMENS TREE SPADE NOTES I. ALL TRE E SPADED EVERGREENS SHALL BE MOVED IN THE SPRING AND NOT AFTER SEPTEMBER 50 2. TREE SPADED TREES 5MALL BE MOVED WITH A 9O' BIG JOHN OR 100' VERMEER SPADE. 3. SPRAY THE TREE TO BE REMOVED WITH WILTPRUF ANTI- DESSIC.AN T BEFORE MOVING THE TREE AND AGAIN IN LATE NOVEMBER. 4. IF COMPACTED OR CLAY SOILS ARE REVEALED WHEN DIGGING THE TREE PITS IN THE PROPOSED LOCATIONS, SCARIFY THE SOILS BEFORE PLACING THE TREE IN THE PIT wTW THE TREE SPADE S. SET THE TREE IN THE TREE PIT SO THAT THE TOP OF THE ROOT BALL 15 LEVEL WITH SURROUNDING GRADE AND THE TREE 15 UPRIGHT. i. IMMEDIATELY AFTER PLACING AND STRAIGHTENING THE TREE, FILL ANY SPACES AROUND THE PERIMETER OF THE PIT WITH NATIVE 501L AND COMPACT. INTER TWOROUGW.Y AND COMPACT AGAIN 7. APPLY - B -ONE UPSTART' ROOT GROWTH STIMULATOR AROUND EDGE OF TREE SPADE PIT AFTER BOAT RAMP k PLACING TREE. APPLY ACCORDING TO MANUFACTURER'S INSTRUCTIONS. PARKING AREA 0. MULCH EACH TREE WITH A L' DEPTH OF SHREDDED HARDWOOD MULCH IN A DIAMETER THAT EXTENDS ONE FOOT PAST THE EDGE OF THE TREE PIT Q. STAKE EACH TRANSPLANTED EVERGREEN AS SHOWN 10 WATER THE TREE SPADED TREES EVERT OTHER DAY THE FIRST SEASON. eli !...x P/.ciwa� /I 00. 1 DATE DESIGNED: 1 HEREBY CERRFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT RIPERVISTON AND THAT DRAMA: 1 AM DULY REGISTERED PROFESSIONAL ARCFMTE:CT BY POND LAWS OF THE A OF MINNESOTA DAYSTAMP: DESCRIP110N OF REVISIONS DATE RED. NO. IN \ r IIr�. 11� DNMI51 \� \ r 1 foot 0 I� 3 R21 1 pia 1 1 N I rI I � �3 'B9e2 � \ J AFTER INSTALLATION, TRIM OUT DEADWOOD AND/OR pEFORMEDTMl66. DO NOT CUT LEADER. NOTE. INSTALL RANT TO BEAR SAME RELATIOWMP TO GRADE AS 6ROHING C VITION. 1.9 ys Ap 'W "� W I' N Close Landscape Architecture Bl6 R Ala ■I.,L 6.R. 69L 6L ARL w m" UL (SK) so -ev" 6UY ASSEMBLY. 16' POLYPROPYLENE OR POLYETHYLENE ( MU 1 -1/1' WIDE STRIP (TYPJ DOUBLE STRAW i, 6A. MIRE 1 3 STEEL STAKES OR SIGN POSTS 1 120 DEG. OL. (SEE STAKNG OA0HA0V NOTE 6W ASSEMBLY OPTIONAL ONLY STOCK 5 NOT INSTALLED WITH TREE SPADE. BUT CONTRACTOR AFf{RES FULL RESPON`IDEITY FOR MAINTAIW116 TREE IN A PUI'6 P051TION FOR TIE DURATION OF THE MAIARANTEE PERIOD. \\ I NONE. STAKE T GRADE / \ SHREDDED BARK I NI.LUI 6 I7EPIN PLANTING SOLL MIXTURE SEE SPEC, COMPACTED SOIL MOIMD SCARIFY BOTTOM APO 51DC5 OF MOLE PRIOR TO PLANTI16 ♦ COOR TE STAKING TO i Q 61If LRlS AND STARES. UNDISTRBED 5oLL OR e. COMPACTED 5166RADE STAK446 0IA6RAPT IM 6 AFTER INSTALLATION. TRW OUT DEADWOOD AND/OR DEFORMED TWIGS. DD NOT CUM LEADER NOTE INSTALL RANT TO DEAR .DANE RELATIONSHIP TO GRADE AS bROYINS Lp'01710N. 6UY A55EM IXT- 16' POLYPROPYLENE OR N 1410 POLYETHYLENE o U 1 -U VI 2' DE STRIP (TYP) DOUBLE STRAND M 6A. HIRE l 5 STEEL STAKES OR SION POSTS 1 120 DEb. 04. (SEE STAKING DIA&RAW MGM, 6W A&SE1•BLY OPFIDNAL dR CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR WAINT/UNINi TREE IN A FL" POSITION FOR THE DURATION OF THE 6VARAIHTC•E PERIOD. REMOVE ENTIRE NON45I00E6RADABLE WRAP MATERIAL. WIN 6 SIEDOED HARDWOOD MACH FULL AWAY 6 FROM TPIIK ALL SIDES. SOIL BACKFILL SHALL BE A W -00 MIXTURE OF 5OIL EXCAVATED FROM I I PLANTING PIT AND WhDOT 3677-8 SELECT TOPSOIL BORROW OR MWDOT G ■ 3690 GRADE 2 COMPOST COMPACTED SOIL MOUND SHALL BE USED ONLY IF LANDSCAPE CONTRACTOR ENCOUNTERS MOTTLED OR NET 511ILS WHEN EXCAVATING THE PLANTING PIT. OTHERWISE, THE ROOT BALL SMALL BE SET AT THE BOTTOM OF THE TREE PLANTING PIT. SCARIFY BOTTOM AND SIDES OF HOLE UDR ro PLANTINI6 UO571RBED A GOMPAGTT'D SLB686 HAOE Ana�war NFwr T CHRISTMAS SHORE 94 95 SHOREWOOD MN I REFORESTATION PLAN KEITH WATERS & ASSOCIATES, INC. 5 OF 5