05/10/2006 P&Z Packet - Laserfiche WebLink

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• f $�1 p{M'Ly.4 LISTING 'POND 4 I NWL 890.00 I HWL 1192.30 1�. EXISTING WETLAND 10' EXISTING WETLAND 10 COInuaNa ADS, INNI n= Opp AA, W C NbwECIVIN6wURSII MN tS N 1 Itsnocu EXCEPT 009 NATIVE SPECIFIED (SEEDI AREAS. SHIN RECEIVE 4' OF LOAM TOP SOIL THOROUGHLY INCORPORATED INTO THE SUBSOIL AND SEEDED OR SODDED. AREAS WITHIN THE STREET RIGHT -OF -WAY SHALL RECEIVE LOAM AND S00 WITHIN 72 HOURS OF FINAL GRADING. SEE SOD INSTALLATION NOTES BELOW. 2. SYMBOL OF TREES AND SHRUBS SHOWN ON THE DRAWINGS ARE REPRESENT FULL MATURITY SIZE OF THE PLANT. COORDINATE LOCATION WITH UNDERGROUND AND OVERHEAD UTIJTIES. UGHTING FIXTURES. DOORS AND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINAL LOCATION OF TREES AND SHRUBS FOR RENEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3. TREES AND SHRUBS SHALL BE BALLED IN BIODEGRADABLE BURLAP. 4. PLANTING BEDS SHALL RECEIVE 4° LAYER OF 1 -1/2° DIAMETER GRAY ANGULAR TRAP STONE ON TOP OF A NON- BIODEGRADABLE FILLER FABRIC AND BORDERED VAIN 3/16° THICK STEEL OR ALUMINUM EDGING. 5. FOR ADDITIONAL INFORMATION ON EXACT PLACEMENT OF PLANTS AROUND ALL BUILDINGS AND VATHIN THE PARK SPACE, SEE ENLARGEMENT PLANS. SCHEDULE BELOW INCORPORATES ALL PLANT MATERIAL FROM ALL PLANS. 4- SODDING INSTALLATION:--4- 1. 4' TOPSOIL SHALL BE THOROUGHLY INCORPORATED INTO THE SUBSOIL AND FREE OF CLODS, ROCKS, AND DEBRIS AS APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. AREAS TO RECEIVE 50D SHALL BE FERTILIZED PATH 25 POUNDS PER 1000 SG.FT, (1000 LB /AC) OF 10 -0 -10 FERTIJZER AND WORKED INTO 7HE TOPSOIL. 3. TOPSOIL SHALL BE DAMPENED PRIOR TO LAYING THE 500. JOINTS IN THE 50D SHALL BE STAGGERED. AND THE EDGES BUT1ED TOGETHER TIGHTLY TO AVOID GAPS BETWEEN SOD LENGTHS 4. S00 INSTALLED ON SLOPES 3:1 OR GREATER. OR N AREAS OF CONCENTRATED FLOWS. SHALL BE STAKED IN PLACE. INSTALL THE SOD 441111 THE LENGTH PERPENDICULAR TO THE WATER FLOW FOR SLOPES WITH SHEET FLOW. 5. AFTER INSTALLATION, AREAS SHALL BE TAMPED OR ROLLED TO PROVIDE GOOD CONTACT BETWEEN SOD AND SOIL AFTER ROLLING. THE SOD SHOULD BE WATERED SO THAT THE SOIL IS MOISTENED 4 INCHES BELOW THE 500. 44-- SODDING MAINTENANCE: ---0)- 1. IN THE ABSENCE OF ADEQUATE RAINFALL WATER 500 DURING THE 30 DAY PERIOD FOLLOWING PLACEMENT TO KEEP 5OL MOIST. FOLLOWING THIS INITIAL 30 DAY ESTABUSHMENT PERIM, WATER AS NECESSARY TO MAINTAIN ADEQUATE MOISTURE N THE ROOT ZONE 2. WHERE MOWING IS DESIRED, MAINTAIN GRASS HEIGHT OF 3 INCHES AND SHOULD NOT BE ATTEMPTED UNTIL THE 50D IS FIRMLY ROOTED, USUALLY TWO TO THREE WEEKS AFTER SOD 15 INSTALLED. 3. INSPECT AREAS OF CONCENTRATED FLOW ANNUALLY AND 00110491G INTENSE STORMS MAKE NEEDED REPAIR AND REVEGETATE PROMPTLY. 4- SEEDING RECOMMENDATIONS: ---$- 1. INFILTRATION BASIN SHALL RECEIVE A NATIVE SEED MIX SPECIFIED BY THE CITY PRIOR 10 INSTALLATION. 2. STABIUZED SEED MIXTURE SHALL BE NATIVE SEED MIX AS SPECIFIED BY THE CITY PRIOR TO INSTALLATION 3. CONTRACTOR SHALL INSPECT BASIN SEEDING WEEKLY AND AFTER EACH STORM EVENT AND REPAIR AS NECESSARY ALL EROSION CONTROL MEASURES, SEEDING AND SURFACE CONDITIONS TO INSURE THE INTEGRITY OF THE EROSION CONTROL SYSTEM AND STABILIZATION OF THE BASIN. 4. THE CONSECUTIVE YEAR MAINTENANCE RECOMMENDATIONS FOR NATIVE PLANTINGS ARE NOTED IN THE MAINTENANCE AGREEMENT. PREPARE STE AND SEED BASIN BETWEEN MAY 1 -JULY 1. MOW BASIN SLOPES AT A HEIGHT OF 6' -0' EVERY 30 DAYS AFTER PUNTING UNTIL SEPTEMBER 30 OR PER SUPPUERS RECOMMENDATIONS. FOR CONSECUTIVE YEAR MAINTENANCE RECOMMENDATIONS, SEE MAINTENANCE AGREEMENT. ► WilitgroW 4-PLANTING SCHEDULE - QTY. COMMON NAME BOTANICAL NAME DECIDUOUS TREES 20 HONEY LOCUST 13 RED MAPLE 13 REDMOND UNDFN 31 RED OAK 12 SWAMP WHITE OAK 1. ENTIRE STE SHALL BE FULLY IRRIGATED EXCEPT THE SLOPE BETWEEN THE MOST EAST GARAGE DRIVE ACCESS AND THE EXISTING WETLAND, AND ALL AREAS RECEIVING CITY SPECIFIED SEED MIK 2. THE CONTRACTOR SHALL SUBMIT IRRIGATION SHOP DRAWINGS FOR RENEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3. ALL TURF AREAS. PLANTING BEDS, AND ISLANDS SHALL BE IRRIGATED. IRRIGATION 5Ta1tM WILL BE DESIGN - BUILD. 4--- CONSERVATION NOTES: 1.7HE CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY AND PROTECT ON -SITE VEGETATION IDENTIFIED ON THE DRAWINGS TO BE RETAINED THROUGHOUT THE DURATION OF THE CONTRACT. 2. IF NECESSARY THE CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION FENCE AT THE DIRECTION OF THE ENGINEER/LANDSCAPE ARCHITECT. UNITS OF CONSTRUCTION DELINEATE GENERAL POSITION OF TEMPORARY FENCING. CONTRACTOR SHALL LOCATE FENCE ON DR NEAR THE SURVEYED PROPERTY LINE SO AS TO NOT INTERFERE MTh CONSTRUCTION OF IMPROVEMENTS 3. FINAL LOCATION AND INSTALLATION OF STABIUZED CONSTRUCT1ON ACCESS SHALL BE COORDINATED WITH THE CITY PRIOR 70 CONSTRUCTION ACTIVITIES 4. VERIFY, ESTABLISH, FLAG, AND MAINTAIN 10' MINIMUM WETLAND BUFFER ALONG EXISTING WETLAND THROUGHOUT THE DURATION OF THE CONTRACT. CONTRACTOR SHALL NOT DISTURB EXISTING MATERIALS SPECIFICALLY, BUT NOT UNITED TO, SOIL COMPACTION, DEPOSIT OF DEBRIS, AND MATERIAL STOCKPILING, CEMENT CONCRETE TRUCK CLEANING WITHIN THE WETLAND BUFFER DELINEATION. HARTFORD tGROl1P A3) INC.f 1 easi., edify Vet N. Way. r^rrclm oF0I 17 ne r sde ee /ra N4nimn .W M l en A4' Iced Aarba .Ls w low of We 4. 42 M *molt PobK 1 Sow Lion. Na 1415 RECEIVED MAY 0 4 2006 CITY OF LINO LAKES 4t - IRRIGATION NOTES: -1)- 1. CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND /ABOVE GROUND FACILITIES PRIOR TO ANY EXCAVATION/INSTALLATION. ANY DAMAGE TO UNDERGROUND /ABOVE GROUND FACILITIES SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING DAMAGES SHALL BE BORNE ENTIRELY BY THE CONTRACTOR. 2. SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTLITY COMPANY STANDARDS AND SHALL BE PER NATIONAL AND LOCAL CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITH THE LANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE. 3. CONTRACTOR SHALL COORDINATE WITH LOCAL UTIUTY COMPANY FOR THE PROPOSED ELECTRICAL SERVICE AND METERING FAOIUTIES. 4. IRRIGATION WATER LINE CONNECTION SIZE 15 1 -i1" AT BUILDING. VERIFY WITH MECHANICAL PLANSCOVAGE. 5. ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE. 6. ALL LATERAL INNES SHALL BE 12" BELLOW FINISHED GRADE. 7. ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR. 8. CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2' -0" BELOW THE FINISHED GRADE OF THE TOP OF PAVEMENT. EXTEND SLEEVES TO 2' -0" BEYOND PAVEMENT. 9. CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT WITH THE SLEEVING MATERIAL "ELLED" TO 2' -0" ABOVE FINISHED GRADE AND CAPPED. 10. FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN AND SOUARE CUT JOINTS. USE QUALITY GRADE PRIMER AND SOLVENT CEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION. 11. BACKFILL ALL TRENCHES 'aim SOIL FREE OF SHARP OBJECTS AND DEBRIS. 12. ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR. 13. GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED AREAS WHENEVER POSSIBLE. 14. IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON -SITE WITH OWNER'S REPRESENTIVE. 15. CONTROL WIRES: 14 GAUGE DIRECT BURIAL SOLID COPPER IRRIGATION WIRE RUN UNDER MAIN LINE. USE MOISTURE -PROOF SPUCES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE HOT AND COMMON WIRE TO EACH VALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST VALVE FROM CONTROLLER. LABEL OR COLOR CODE ALL WIRES. 16. AVOID OVERSPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING RADIUS OR ARC ON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE. 17. ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE 18. USE SCREENS ON ALL HEADS. 19. CONTRACTOR SHALL SUPPLY AN "AS- BUILT" PLAN OF IRRIGATION SYSTEM AT THE TIME OF COMPLETION TO OWNER'S REPRESENTIVE. A SET OF AS -BUILT DRAWINGS SHALL BE MAINTAINED ON -SITE AT ALL TIMES IN AN UPDATED CONDITION. 20. ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN. 21. ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL UNDERNEATH VALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX. THERE SHALL BE 3° MINIMUM 22. SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR IRRIGATION WATER, METER, AND POWER CONNECTIONS. EXISTING WETLAND 20 0 40 ROOT MNUMUM SIZE COMMENTS Gleditsio Trioconthos Var. Nanny Ace, rubrum TAN americana 'Redmond' GTUerous rubrum Ouercus bicolor B&B 098 B&B B&B B&B 2 1/2' CAL 2 1/2' CAL 2 1/2 CAL 2 1/2" CAL 2 1/2' CAL STRAIGHT LEADER FULL. FORM STRAIGHT LEADER -FULL FORM STRAIGHT LEADER -FULL FORM STRAIGHT LEADER -FULL FORM STRAIGHT LEADER FULL FORM CONIFEROUS TREES 7 8LAO( HILLS SPRUCE 21 AMERICAN LARCH 12 WHITE PINE Picea Meucci deneoto Lady laaclnu PAos embus B&B 6' HT B&B 6' HT. B&B 6' HT. SINGLE LEADER -DENSE FORM SINGLE LEADER -DENSE FORM SINGLE LEADER-DENSE FORM ORNAMENTAL TREES 5 SUGAR TYA1E CRABAPPLE 45 JAPANESE TREE ULAC Moles 'SUtwom' 31 171ORNLESS HAWTHORN ®- 28 PAPER BIRCH DEODUOUS SHRUBS O O 0 0- 137 BAGATELLE B Syringe B&B 1 1/2' CAL SPECIMEN FORM ga 8&B 1 1/2" CAL WEEMEN FORM Crataeaus true-earn variety 'Warmly' 8&B 1 1/2' CAL. 51RMGHT LEADER -FULL 0088 B&B 1 1/2' CAL STRAIGHT LEADER -FULL 009*4 Betula paperllera 56 COMPACT PJM RHODODENDRON Rhododendron 'P.J.M. Compact' 56 IVORY HALO DOGWOOD 427 LITTLE PRINCESS SPIRAEA 154 COMPACT BURNING BUSH 9174 HONEYROSE HONEYSUCKLE Lonicero s 'Honey'ose' BARBERRY Berber's thunbergli 'Bagatelle' Comae albo '80Oholo' Waist Iapanieo 'Little Princess' Euogwnus aletus 'Comaaatue CONIFERIOUS SHRUBS 8 1ECHNY ARBORINTAE 140 MUGH0 SLOWMOUND CONT. 18' -24' HT. DENSE BRANCH CONT. 18' -24' HT. DENSE BRANCH CONT. 18 " -24' HT. DENSE BRANCH CONT. 18 " -24" HT. DENSE BRANCH CONT. 15 " -18" HT. DENSE BRANCH CONT. I5' -111" HT. DENSE BRANCH Thulo occidental's 'Techn4' 502 GOLDEN ARBORINTAE Pine muoa 'Soemound' 0- 31 DWARF BINE GLOBE SPRUCE Picea 4000000 'Glaboso' Thu la occidental's o EROSION CONTROL BLANKET -SEE EROSION CONTROL NOTES NATIVE SEED MIX AS SPECIFIED AND APPROVED BY THE CITY PRIOR TO INSTALLATION CONT. 6' NT. CONT. 18`-24' HT. DENSE BRANCH DENSE BRANCH CONT. 155 -18" HT. DENSE BRANCH CONT. 18 -24' HT. DENSE BRANCH FOR BIDDING ONLY NOT FOR CONSTRUCTION CONSULTANT: OWNER: LEGACY HOLDINGS LL., LLC. 1300 WELts FARED LINA MO 7Z RYES INV. SCUI 8100IIN41art, 5,455411 '4 0111:0°? PROJECT: LEGACY TOWNHOMES LEGACY AT WOODS EDGE LINO LAME MINNESOTA ISSUE: 12/28/05 PRE11.4. WE PLAN 8/10/96 C11Y 411011R1AL 4 /0 /0e Cm L'OMYENTY 8/5/01 01111 SUIMrt1m. 8/5/06 MD SET A REV. THIS SHEET ONO REV. THIS SHEET SHEET TIRE: LANDSCAPE PLAN SHEET NUMBER: C5.0