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HomeMy WebLinkAbout06010011.5DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO- DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT SEE STAKING DETAIL 2 5 LM 1801 1801 WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. SEE WRAPPING DETAIL 1801 MARK THE NORTH SIDE OF THE THE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHEN EVER POSSIBLE. MULCH SET TOP OF ROOT BALL FLUSH TO 1800 MM 6 FT GRADE OR 25 -50 MM (1 -2 IN.) 400 MM (8 .) DI HIGHER IN SLOWLY DRAINING SOILS. 200 MM (8 IN.) 75 MM (3 IN. MULCH. DO NO PLACE MULCH IN CONTACT WITH TREE TRUNK. MAINTAIN THE MULCH WEED -FREE FOR A MINIMUM OF THREE YEARS AFTER PLANTING. NOTE: FOR DIMENSIONS OF PLANTING AREAS, TYPES OF SOIL AMENDMENTS, OR SOIL REPLACEMENT, SEE "SOIL IMPROVEMENT DETAILS." EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. AM. MIN. DO NOT COVER THE TOP OF THE ROOT PREFERRED BALL WITH SOIL. *_BUR100 MM (4 IN.) HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL. LAP REMOVE ALL TWINE, ROPE AND WIRE, AND FROM TOP HALF OF ROOT BALL IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES 1 AND FOLD DOWN 200 MM (8 IN.) INTO PLANTING HOLE. `— PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. TREE PLANTING DETAIL FOR B &B IN ALL SOIL TYPES LHO1 SCALE: NOT TO SCALE NOTE: THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN AN 8' SQUARE OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING. TWO- WALLED PLASTIC----, ' BREATHABLE FABRIC TREE WRAP APPLIED FROM SHEETING OR TREE SHELTER ? TRUNK FLARE TO FIRST BRANCH. WRAP PAPER MATERIAL APPLIED FROM TRUNK FROM THE BOTTOM UP WITH SUFFICIENT OVERLAP FLARE TO FIRST BRANCH ?`I TO COVER ALL BARK. E I BIODEGRADABLE " BIODEGRADABLE PLASTIC TAPE. PLASTIC TAPE APPLY THE PLASTIC SHEETING LOOSELY AROUND THE TRUNK TO LEAVE A 12 MM (0.5 IN.) GAP BETWEEN THE TRUNK AND THE SHEETING. OPTION 1 OPTION 2 TREE WRAP SHOULD BE INSTALLED AT TIME OF PLANTING AND BE RCMOVED WHEN DIRECTED BY THE LANDSCAPE ARCHITECT, BUT NO LATER THAN 12 MONTHS AFTER PLANTING. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF WRAPPING. 3 TREE WRAPPING DETAIL LHO1 SCALE: NOT TO SCALE REMOVE ANY TWINE OR SYNTHETIC TAPES FROM SHRUB TRUNK REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL 3" SAUCER FILLED WITH SHREDDED - BARK MULCH EXTENDED 6" FROM PIT SHRUB DETAIL QT SCALE: NOT TO SCALE WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 Mid (2.5 IN.) CALIPER - 14 GAUGE TREES 65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER - 12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED. V 13 MM IN.) DIAM. (0.� PLASTIC HOSE GALVANIZED WIRE OR CABLE TWIST WIRE TO TIGHTEN. 3- 240 x 40 MM (1.5 x 1.5 IN.) E HARDWOOD STAKES OR OTHER g APPROVED STAKE MATERIAL Eur 8 ALL STAKES SHALL BE DRIVEN OUTSIDE 1,114 IWI Ell THE EDGE OF THE ROOT BALL. THE FIRST STAKE SHALL BE DIRECTLY SOUTHWEST OF THE TREE TRUNK. ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK IS A MINIMUM OF 12 MM (0.5 IN.). REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THE END OF THE FIRST FULL GROWING SEASON AFTER PLANTING. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE STAKING MATERIALS. 2 TREE STATING DETAIL, TREES 3" CALIPER OR LESS LHO1 SCALE: NOT TO SCALE WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 MM (2.5 IN.) CALIPER - 14 GAUGE TREES 65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER - 12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SUPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED. INSTALL THREE GUY WIRES PER TREE, SPACED EVENLY AROUND THE TRUNK. 13 MM (0.5 IN.) DIF,M. PLASTIC HOSE GALVANIZED WIRE OR CABLE — TWIST WIRE TO TIGHTEN. TURNBUCKLES FOR TREES OVER 150 MM (6 IN.) CALIPER. 750 MM (30 IN.) LONG WOOD STAKE. ALL STAKES SHAD_ BE DRIVEN OUTSIDE THE EDGE OF THE ROOT BALL. PLASTIC FLAGGING OR OTHER VISUAL 7- / MARKER ON EACH WIRE. f OPTIONAL METAL DRIVE ANCHORS, FDIRECT. INSTALIONSPER MANUFACTURERS ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK IS A MINIMUM OF 12 MM (0.5 IN.). REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THE END OF THE FIRST FULL GROWING SEASON AFTER PLANTING. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE STAKING MATERIALS. 4 TREE STAKING DETAIL, TREES 3" CALIPER OR LARGEI L801 SCALE: NOT TO SCALE ROOTBALL GALVANIZED WIRE OR CABLE TWIST WIRE TO TIGHTEN. 4' HIGH EARTH SAUCER NOTE LOCATE 1 STAKE DIRECTLY SOUTHWEST OF TREE TRUNK PLAN VIEW 6 TREE STAKING DETAIL LHO1 SCALE: NOT TO SCALE HARDWOOD STAKES OR OTHER APPROVED STAKE MATERIAL (TYP. OF 3) MULCH 13 MM (0.5 IN.) DIAM. PLASTIC HOSE TREE WIDTH VARIES EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP 75 MM (3 IN.) MULCH. DO NO PLACE OF THE ROOT BALL. TREES WHERE THE TRUNK MULCH IN CONTACT WITH TREE TRUNK. FLARE IS NOT VISIBLE SHALL BE REJECTED. MAINTAIN THE MULCH WEED -FREE FOR DO NOT COVER THE TOP OF THE ROOT A MINIMUM OF THREE YEARS AFTER BALL WITH SOIL. PLANTING. VARIES VARIES PAVEMENT ASE COURSE 24" MIN. "` STRUCTURAL SOIL I�IE�I�I I�I�I�I�I I�I�I�I�I�I�I�I�II�II� IF.E.1I I SUBGRADE TREE PLANTING DETAIL IN PARKING LOT ISLAND W/ K_T STRUCTURAL SOIL BACK-FILL L801 SCALE: NOT TO SCALE 1 75 MM (3 IN.) MULCH. DO NO PLACE MULCH INN CONTACT WITH TREE TRUNK: MAINTAIN THE MULCH WEED -FREE FOR A MINIMUM OF THREE YEARS AFTER PLANTING. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. /CURB /PAVEMENT COURSE .RED BACKFILL PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. SUBGRADE TREE PLANTING DETAIL IN PARKING LOT ISLAND Will s PREPARED PLANTING BACKFILL L8O1 SCALE: NOT TO SCALE Q CU StructuralSoilO Site Preparation and Installation Specification This material is designed to function as a sub -base material under pavements for pedestrian traffic or light vehicular traffic with the ability to withstand loading of emergency andior maintenance vehicles. Its intended purpose is for establishing trees in areas where the tree is totally surrounded by pavement and space limitations or other factors preclude the use of non -paved tree zones or large tree planting containerized areas. Because there is extensive research supporting this material, it s or under license so that each batch will adhere to the specifications for plant health and load - bearing capacity. When properly produced. 'CU StructuralSoi' Is classified as a GP -GM material as defined by the Unified Soil Classification System and compacted to 95% opt mum (Proctor) density with a minimum California Bearng Ratio of 50. Landscape architects can specify this material by its trade marked name, 'CU -Sail' or 'CU- Structural Soil.' and thereby be assured that the product they are specifying is the same one that we have one research on. To learn more about the i censing process or where to locate licensed producers of 'CU- Soil'. please contact Bean Kalter or Fernando Erazo, at Amereq Inc.. 19 Squadron Blvd., New City, New York 10956 Telphone 1 (800) 832 -8788 or Fax (845) 634 -8143 or E -mail FE@amereq.com. Below is the site preparation and installation specification for 'CU -Soil' 1.01 UNDERGROUND UTILITIES AND SUBSURFACE CONDITIONS A NDt fy the Engineer of ar.y subsurface conditions which will effect the Contractor's ability to complete the work B. Locate and confirm the location of all underground utility lines and structures prior to the start of any excavation C. Repair any underground utilities or foundations damaged by the Crntractor during the progress of this work. The cost of all repair shall be at the Contractor's expense 1.02 SITE PREPARATION A. Do not proceed with the installation of the CU Soil material until a] walls, curb footings and u1i work in the area have been installed. For site elements dependent on CU Soil for foundation support, postpone installation until immediately after the installation of CU Soil. B. Install subsurface drain Imes as shown on the Drawings prior to nstallation of CU Soii material. C. Excavate and compact the proposed subgrade to depths, slopes and widths as shown on the Drawings. There should be excavation to allow a minimum depth of 24" and preferably 36" of'CU -Soil' prior to any base material or pavement to be added on Qtop of it, Maintain all required angles of repose of the adjacent materials as shown on 1 the drawings. Do not over excavate compacted subgrades of adjacent pavement or Structures. D- Confirm that the subgrade Is at the proper elevation and compacted as required Subgrade elevations shall slope parallel to the finished grade arc or toward the subsurface drain lines as shown on the drawings. F. Clear the excavation of all construction debris, trash, rubble ;:1nd any foreign material. In the event that fuels, oils, concrete washout silts or other material harmful to plants have been spilled into the subgrade material, excavate the Soil sufficiently to remove the harmful material, Fill any over excavation with approved fill and compact to the required subgrade compaction. F. Do not proceed with the installation of CU Sol until all utility work in the area has been installed. All subsurface drainage systems shall be operational prior to installation of CU Soils. G. Protect ad acent walls walks and utilities from damage or staining by the soil. Use "/2" plywood and or plastic sheeting as directed to cover existing concrete, metal and masonry work and other Items as directed during the progress of the work. 1 Clean, up all trash and any soil or dirt spilled on any paved surface at the end of each vicrking day. 2. Any damage to the paving or architectural work caused by the soils installation Contractor shall be repaired by the general Contractor at the soils installation Contractor's expense. H. Maintain all silt and sediment control devices required by applicable regulations. Provide adequate methods to assure that trucks and other equipment do not track soil from the site onto adjacent property and the public right of way. 2.01 INSTALLATION OF CU Soil® MATERIAL A. Install CU SOIIJ in 6 inch lifts and compact each lift. B. Compact all materials to peak dry density from a standard AASHTO compaction curve ( AASHTO T 99). No compaction shall occur when moisture content exceeds maximum as listed herein. Delay compaction 24 hours if moisture content exceeds maxini allowable and protect CU Soil during delays in compaction with plastic or plywood as directed by the Engineer. C. Bring CU Soil@ to finished grades as shown on the Drawings Immediately protect the CU Soil@ material from contamination by toxic materials, trash, debris, water containing cement, clay, silt or materials that will alter the particle size distribution of the mix with plastic or plywood as directed by the Engineer. D. The Engineer may periodically check the material being delivered and installed at the site for color and texture consistency with the approved sample provided by the Contractor as part of the submittal for CU Soil. In the event that the installed material varies significantly from the approved sample, the Engineer may request that the Contractor test the installed CU Soil. Any soil which varies significantly from the approved testing results, as determined by the Engineer. shall be removed and new CU Sol 'InEtalled that meets these specifications 2.02 FINE GRADING A. after the initial placement and rough grading of the CU Soil® but prior to the star, of fire Grading, the Contractor shall request review of the rough grading by the Enginesr. The Contractor shall set sufficient grade stakes for checking the finished grades. B Adjust the finish grades to meet field conditions as directed 1 Provide smooth transitions between slopes of different gradients and direction 2. F:II all d ps and remove any trumps in the overall plane of the slope a. 7ne tolerance for dips and bumps in CU Soil ®R areas shall be a 3" deviation from the plare in 10' 3 Al fine grading shall be inspected and approved by the Engineer prior to the ,nstallaton of other items to be placed on the CU Soil. C Tne Engineer will inspect the work upon the request of the Contractor. Request for Inspection snail be received by the Engineer at least 10 days before the anticipated date of inspection 2.03 ACCEPTANCE STANDARDS A. The Engineer will inspect the work upon the request of the Contractor. Request for inspection shall be received by the Engineer at least 10 days before the anticipated date of inspection. 2.04 CLEAN -UP A. Upon completion of the CU Soil installation operations. clean areas within the contract limits. Remove all excess fills, soils and mix stockpiles and legally dispose of all waste materials. trash and debris. Remove all tools and equipment and provide a clean, clear site. Sweep. do not wash, all paving and other exposed surfaces of dirt and mud until the paving has been installed over the CU Soil material. Do no washing unt.l finished materials covering CU Soil material are in place. End of Section z w M Of 0 U v Of Q U 0 U UJ a CD Of Y to 0 C/) N LO z O rf\i N o QU-1 \\\ \ \ p \ � U � U ► ► ► ►� il) p0s � GISTER %' N0. PE19500260 i� STATE OF Q` Duk ''zoo „s / r0NAL ► ► ►�ov °`�� DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 03/03/06 1211.029 co co CHECKED BY: KRIS ALF SHEET TITLE: PLANTING DETAILS DRAWING FILES: S:\1211\O29\dwgs\L1O1.dwg REF: S: \1211 \029 \dwgs \029bs- demo.dwg REF: S: \1211 \029 \dwgs \O29bs.dwg REF: S: \1211 \029 \dwgs \Title1.dwg REF: S: \1211 \027 \dwgs \12110271.dwg � M I --i- -I FZ4 I� � Q z V M OQ4 O li z O � Z °Aa O a DATE: PROJECT NO.: 03/03/06 1211.029 DRAWN BY: CHECKED BY: KRIS ALF SHEET TITLE: PLANTING DETAILS DRAWING FILES: S:\1211\O29\dwgs\L1O1.dwg REF: S: \1211 \029 \dwgs \029bs- demo.dwg REF: S: \1211 \029 \dwgs \O29bs.dwg REF: S: \1211 \029 \dwgs \Title1.dwg REF: S: \1211 \027 \dwgs \12110271.dwg SHEET NO.: IL2611Dn