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l( <br />,.r <br />�`r <br />4--. <br />0 <br />2 <br />• <br />EXISTING <br />!POND 4 <br />NWL 890.00 <br />HWL 892.30 <br />.ice <br />EXISTING <br />I WETLAND <br />EXISTING <br />WETLAND <br />1. AREAS DISTURBED BY CONSTRUCTION ACTIVITIES, <br />EXCPT FOR NATIVE SPECIFED SEED AREAS. SHALL <br />RECEIVE 4. OF LOAM TOP SOIL THOROUGHLY <br />INCORPORATED INTO THE SUBSOIL AND SEEDED NR <br />SODDED. AREAS M119N THE 59FLLI RIGHT -OF -WAY <br />SHALL RECEIVE LOAM AND 50D Wi1HN 72 HOURS OF <br />FINAL GRADING. SEE SCD INSTALLATION 1401E5 BELOW. <br />2 SYMBOL OF TREES AND SHRUBS SHOYd1 OR TIE <br />DRAWINGS ARE REPRESENT FULL MATURITY 512E OF THE <br />PLANT. COORDINATE LOCATION WITH UNDERGROUND AND <br />OVERHEAD UTILITIES. /JOTTING MXTURES. DOORS AND <br />WINDOWS CONTRACTOR SHALL STAKE N THE FIELD FINAL <br />LOCATION OF TREES AND SHRUBS FOR RENEW AND <br />APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO <br />INSTALLATION. <br />1 18005 AND SHRUBS SHALL BE BAILED N <br />BIODEGRADABLE BURLAP. <br />4. PLANTING BEDS SHALL REOSVE 4" LATER W 1 -1/2 <br />DIAMETER GRAY ANGULAR TRAP STOW DN TOP OF A <br />NON - BIODEGRADABLE FILTER FABRIC AND BORDERED NTT <br />3/16" MO( 51001 OR ALUMINUM EDGING <br />S FOR ADDITIONAL INFORMATION ON EXACT PLACEMENT <br />OF PLANTS AROUND ALL BUILDINGS ARID WI1HN T11E PARK <br />SPACE. SEE ENLARGEMENT PLANS SCHEDULE BELOW <br />INCORPORATES ALL PLANT MATERIAL FROM ALL PUNS <br />10,-- SODDING INSTALLATION: -} <br />1. 4" TOPSOIL SHALL BE THOROUGHLY INCORPORATED <br />NM THE SUBSOIL AND FREE OF CODS. ROCKS, AND <br />DEBRIS 115 APPROVED BY TIE LANDSCAPE ARCHITECT <br />PRIOR 70 INSTALLATION. <br />2. AREAS TO RECEIVE SOD SHALL BE FERRIC® WITH 25 <br />POUNDS PER 1000 50.17. (1000 L8 /AC) OE 1D -2-10 <br />FER15JZER AND WORKED N70 RE TOPSOIL <br />1 TOPSOIL SHALL BE DAMPENED PRIOR TO LA1'OG IRE <br />505. JOINS N THE 50D SHALL BE STAGGERED, AND <br />1140 EDGES BUTTED TOGETHER TIGHTLY TO AV0D GAPS <br />BETWEEN SID LENGTHS <br />4. 5CO N51211. D ON SLOPES x1 DR GREATER. DR N <br />AREAS OF CONCENTRATED FLOWS. SHALL BE STAKED N <br />PLANS. NSTALL THE 500 WITH THE LENGTH <br />PERPENDICULAR TO THE WATER FLOW FOR SLOPES WITH <br />SHEET FLOW. <br />5. AFTER INSTALLATION, AREAS SHALL BE TAMPED OR <br />ROLLID TO PROVIDE GOOD CONTACT BETWEEN 50D AND <br />SOL AFTER ROLLING. THE SOD SHOULD BE WATERED 50 <br />THAT THE SOIL 5 MO15TE1ED 4 INCHES BELOW THE 500. <br />4)-- SODDING MAINTENANCE: --4. <br />1. N THE ABSENCE CF ADEQUATE R2NFAIL. WATER SOD <br />DURING THE 30 DAY PERIOD FOLLOWING PLACELE]1T ID <br />KEEP SOL MOST. FOLLOWING THIS INITIAL 30 DAY <br />ESTABLISHMENT PERIOD. WRIER AS NECESSARY TO <br />MAINTAIN ADEQUATE MOISTURE N THE ROOT ZONE. <br />2. WHERE MOWING 5 DESIRED, MAINTAIN GRASS NOWT OF <br />3 INCHES AND SHOULD NOT BE ATTEMPTED UNTIL RE <br />SOD IS FIRMLY 80137ED. USUALLY TWO TO THREE REEKS <br />AFTER 50D 5 INSTALLED. <br />3. INSPECT AREAS CIF CONCENTRATED FLOW ANNUALLY <br />AND FOLLOWING INTENSE STORMS MAKE NEEDED REPNR <br />AND REYEGETATE PROMPTLY. <br />4- SEEDI N G RECOMMENDATIONS: -(f)- <br />1. INFILTRATION BASIN SHAM RECEIVE A NATIVE SEED MO <br />SPECIFIED BY THE CITY PRIOR TO INSTALLATION. <br />2. STABIU2ED SEED MIXTURE SHALL BE NATIVE SEED MO <br />AS SPEWED BY THE CITY PRIOR TO INSTALLATION <br />3. CONTRACTOR SNAIL INSPECT BASIN SEEDING WEEKLY <br />AND AFTER EACH STORM EVENT AND REPAIR AS <br />NECESSARY ALL EROSION CONTROL MEASURES. SEEDING <br />AND SURFACE CONDITIONS TO INSURE THE INIEOBTY O <br />THE EROSION CONTROL MIDI AND STABILIZATION IS <br />ME BASIL <br />4. THE CONSECUTIVE YEAR MANIENANCE <br />RECOMMENDATIONS FOR NATIVE PLANTINGS ARE NOTED N <br />ONE MAINTENANCE AGREEMENT. PREPARE 511E AND SEED <br />BASIN BETWEEN MAY 1 -JULY 1. MOW BASIN SLOPES AT A <br />HEIGHT OF C -B' EVERY 30 DAYS AFTER PLANTING UNTIL <br />S010018ER 30 OR PER SUPPLIERS RECOMMENDAIIOIG. <br />FOR CONSECUTIVE YEAR MAINTENANCE RECOMMENDATIONS. <br />SEE MAINTENANCE AGREEMENT. <br />AllhAm <br />‘311,10F® <br />4).- PLANTING SCHEDULE - <br />OTT. COMMON NAME BOTANICAL NAME <br />DECIDUOUS TREES <br />1. ENTIRE SITE SHALL BE FULLY IRRIGATED EXCEPT 114E <br />SLOPE BETWEEN THE 1AO5T EAST GARAGE DRIVE ACCESS <br />AND THE =STING WETLAND. AND ALL AREAS RECEDING <br />CITY SPEWED SEED MIX. <br />2 THE CONTRACTOR SHALL Sumer IRRIGATION SHOP <br />DRAWINGS FOR REVIEW AND APPROVAL BY THE <br />LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. <br />3. ALL TURF AREAS PLANTING BEDS. AND ISLANDS SHALL <br />BE IRRIGATED. 8410011021 STSTDI WILL BE DESIGN - BUILD. <br />CONSERVATION NOTES: <br />I.THE CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY <br />AND PROTECT ON -SITE VEGETATION IDENTIFIED ON THE <br />DRAWNGS 1D BE RETAINED THROUGHOUT THE DURATION OF <br />IRE CONTRACT. <br />2 E NECESSARY. THE CONTRACTOR SHALL INSTALL <br />TEMPORARY CONSTRUCTOR FENCE AT THE DIRECTION OF <br />THE ENGINEER/LANDSCAPE ARCHITECT. UNITS OF <br />CONSTRUCTION DELINEATE GENERAL POSITION OF <br />TEMPORARY FENDING CONTRACTOR SHALL LOCATE FENCE <br />ON OR NEAR THE SURVEYED PROPERTY Leff SO AS TO <br />NOT INTERFERE WITH CONSRRUC110N OF IMPROVEMENTS. <br />3. FOAL LOCATION AND NSTALLAIION OF STABILIZED <br />CONSTRUCTION ACCESS SHALL BE COORDINATED RATH THE <br />CITY PRIOR TO CONSTRUCTION ACONITES <br />4. VERIFY. ESTABLISH. FLAG. MID MAINTAIN 1C MINIMUM <br />WETLAND BUFFER ALONG EXISTING WE71AN0 THROUGHOUT <br />THE DURATION OF THE CONTRACT. CONTRACTOR SHALL <br />NOT OtSTU NB 0051910 MATERIALS SPEOFICALLY, BUT NOT <br />WADED TO. SOIL COMPACTION. DEPOSIT 00 DEHR6, AND <br />MATERIAL STOWN0.NG. CEMENT CONCRETE TRUER <br />CLEAVING WITHAL THE WETLAND BUFFER DELINEATOR <br />l-- IRRIGATION NOTES: <br />HARTFORD <br />NM <br />I LIT) ah Ilr 10 Ik 4MdMr. <br />Inwd RA PIP. W Ra ..r la <br />tApm..rrl aw ay <br />Liana IAN.. MIAlr m Y <br />lwe r Oft rMsnela <br />D+ I_ W 2419H <br />RECEIVED <br />MAY 0 4 2006 <br />CITY OF LINO LAFES <br />1. CONTRACTOR TO WRIFY LOCATION OF ALL UNDERGROUND /ABOVE GROUND <br />FACTURES PRIOR TO ANY EXCAVATIONANSTALLATION. ANY DAMAGE TO <br />UNDERGROUND /ABOVE GROUND FACILITIES SHALL BE THE RESPONSIBIUTY OF THE <br />CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING DAMAGES SHALL BE <br />BORNE ENTIRELY BY THE CONTRACTOR. <br />2. SERVICE EQUIPMENT AND NSTALLATION SHALL BE PER LOCAL UTILITY <br />COMPANY STANDARDS AND SHALL BE PER NATIONAL AND LOCAL CODES EXACT <br />LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITH THE LANDSCAPE <br />ARCHITECT OR EQUIVALENT AT THE JOB SITE <br />3. CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THE <br />PROPOSED ELECTRICAL SERVICE AND METERING FACILITIES. <br />4. IRRIGATION WATER UNE CONNECTION SIZE IS 1 -x' AT BUILDING. VERIFY WITH <br />MECHANICAL PLANS.COVAGE <br />5. ALL MAIN LANES SHALL BE 18' BELOW FINISHED GRADE. <br />6. ALL LATERAL ONES SHALL BE 12' BELLOW FINISHED GRADE. <br />7. ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR. <br />8. CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2' -0" BELOW THE <br />FINISHED GRADE OF 111E TOP OF PAVEMENT. EXTEND SLEEVES TO 2' -0' BEYOND <br />PAVEMENT. <br />9. CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT <br />WI114 THE SLEEVING MATERIAL 'ELLED' TO 2' -0' ABOVE FINISHED GRADE AND <br />CAPPED. <br />10. FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN AND <br />SQUARE CUT JOINTS. USE QUALITY GRADE PRIMER AND SOLVENT CEMENT <br />FORMULATED FOR INTENDED TYPE OF CONNECTION. <br />11. BACICFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS <br />12. ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR. <br />13. GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. <br />LOCATE IN PLANT BED AREAS WHENEVER POSSIBLE <br />14. IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON -SITE WITH OWNER'S <br />REPRESENTIVE <br />15. CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATION WIRE <br />RUN UNDER MAIN UNE. USE MOISTURE -PROOF SPLICES AND SPUCE ONLY AT <br />VALVES OR PULL BOXES. RUN SEPARATE HOT AND COMMON WIRE TO EACH VALVE <br />AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST VALVE FROM %ONTROLLER. <br />LABEL OR COLOR CODE ALL WIRES. <br />16. AVOID OVERSPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY <br />INDIVIDUALLY ADJUSTING RADIUS OR ARC ON SPRINKLER HEADS AND FLOW <br />CONTROL ON AUTOMATIC VALVE <br />17. ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE <br />18. USE SCREENS ON ALL HEADS. <br />19. CONTRACTOR SHALL SUPPLY AN 'A5 -BUILT' PLAN OF IRRIGATION SYSTEM AT <br />THE TIME OF COMPLETION TO OWNER'S REPRESENTIVE. A SET OF AS -BUILT <br />DRAWINGS SHALL BE MAINTAINED ON -SITE AT ALL TIMES IN AN UPDATED <br />CONDITION. <br />20. ALL PIPE 3' AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN. <br />21. ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3' MINIMUM DEPTH OF <br />3/4' WASHED GRAVEL UNDERNEATH VALVE AND VALVE BOX GRAVEL SHALL <br />EXTENT r BEYOND PERIMETER OF VALVE BOX THERE SHALL BE 3" MINIMUM <br />22 SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE <br />STRUCTURE <br />SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR <br />IRRIGATION WATER, METER, AND POWER CONNECTIONS. <br />EXISTING <br />WETLAND <br />20 0 40 <br />© •V1.101.0.2005, NIMUFORD mow NL at44001M17130.1151.M4E45 <br />:Ott T <br />ROOT NNUMUM SIZE COMMENTS <br />20 HONEY LOCUST <br />13 RED MAPLE <br />13 REDMOND UIDEN <br />31 RED OAK <br />12 SWAMP WHITE OAK <br />CNdHsio T000ntoe Ver. Home <br />Apr manna <br />Tdie anari *ma Radnond <br />Warma men= <br />Wardn Nee. <br />019111 01)0 TIERS <br />B&B 2 1/2' CAL <br />829 2 1/2' CAL <br />B &B 2 1 CAL <br />B&B 2 1/2' CAL <br />B&B 2 1/2' CAL <br />STRAIGHT LEADER -FULL FORM <br />STRAIGHT LEADER -FULL FORM <br />STRAIGHT LEADER -FULL FORM <br />STRAIGHT LEADER -FULL FORM <br />STRAIGHT LEADER -FULL FOAL <br />7 BLA 01 HILLS 5PRULZ <br />21 AMERICAN LARCH <br />12 WHITE PALE <br />Plpo Houp denaet0 <br />Lora tar.. <br />Ping M.N. <br />B&B 6 HT. <br />Beth 6 HT. <br />B&B 6 HT. <br />SINGLE LEADER -DENSE FORM <br />SINGLE LEADER - DENS FORM <br />SINO3E LEADER -DENSE FORM <br />O* <br />0- <br />0- 0- <br />eiAt <br />ORNAMENTAL TREES <br />5 SUGAR TIME CRABAPPLE <br />MMus 'SUtvscm' <br />45 JAPANESE TREE LILAC 51t290 re ieulot0 <br />31 THORNLESS HAWTHORN <br />28 PAPER 9RCH <br />B &B 1 1/2 CAL SPECIMEN FORM <br />B&B 1 1/2' CAL SPECIMEN FORM <br />Crotoeoos w'•-aoni verIely 'here. <br />82520 990294191 <br />B &B 1 1/2' CAL STRAIGHT LEADER -FULL FORM <br />8908 1 1/2' CAL STRAIGHT LEADER -FULL FORM <br />DECIDUOUS SHRUBS 8 <br />56 COMPACT PRA RHODODENDRON Rhododvldron P.J./.. Compact' <br />56 IVORY HALO DOGWOOD <br />427 IIITLE PRINCESS 5PNAEA <br />154 COMPACT BURNING BUSH <br />Cronus ales 'Balhdo <br />DONT. 18 " -24' HT. DENSE BRANCH <br />CONT. 18' -24' HT. DENSE BRANCH <br />5 60ao Nepal= 111110 PF00.00 <br />CONT. 18' -24' HT. DENSE BRANCH <br />ER.Wnu6 Volta 'Gerneeetua <br />994 HONEIROSE HONEISUCKLE Lploara s Hene rose' <br />137 BAGATELLE BARBERRY <br />BerSSe thunearyi 'Beaotrb' <br />CONT. 18' -24' HT. DENSE BRANCH <br />CONT. 15 -18' HT, DENSE BRANCH <br />CONT. 1r -18' HT DENSE BRANCH <br />COMFIIOOUS SHRUBS <br />8 TECNNY AR808127AE <br />140 MU91IO SLOWMOUND <br />502 GOLDEN ARBORINTAE <br />Thula oo2daltola 'Teelno <br />Pinua mueo '9oamound <br />The)/ occident/Fla a <br />31 DWARF BRIE GLOBE SPRUCE Pkeo eunavls '6labpo' <br />CONT. 6' HT. <br />DEVISE BRANCH <br />CONT. 18' -24' HT. DENS BRANCH <br />CENT. 15' -10' HT. DENSE BRANCH <br />CONT. 18' -24' HT. DENSE BRANCH <br />EROSION CONTROL BLANKET-WE EROSION CONTROL NOTES <br />NATIVE SEED MIX AS SPECIFIED AND APPROVED BY THE CITY PRIOR 70 INSTALL/AIM <br />FOR BIDDING ONLY <br />NOT FOR CONSTRUCTION <br />CONSULTANT: <br />OWNER: <br />LEGACY <br />HOLDINGS <br />LL, LLC. <br />LWOIttu 641,101114424 <br />TOO 248008)801111200 <br />PROJECT: <br />LEGACY <br />TOWNHOMES <br />LEGACY <br />AT <br />WOODS <br />EDGE <br />LINO LAKE <br />MINNESOTA <br />ISSUE: <br />12/20/02 PIMAI. 511E PI M <br />0/18/06 CITY SUWMOTAL <br />4/1/00 CITY LWWENS <br />6/5/06 CRY SUOMTTAL <br />5/5/x6 618•50 <br />A REV. THIS SHEET <br />0 NO REV. THIS SHEET <br />SHEET TITLE: <br />LANDSCAPE <br />PLAN <br />SHEET NUMBER: <br />C5.0 <br />