12-Voigt Park WC 23-24 24-25 Improvements - Details.pdf

1. All plants to be installed in accordance with American Association of Nurserymen (A.A.N.)

Landscape Standards.

2. Fertilizer shall be M-Roots 3-3-3 or City Representative approved organic fertilizer(s) with Mycorrhiza(s) and applied to the plant mix according to Manufacturer's Directions.

3. Contractor shall provide a Plant Mix consisting of 50% existing soil, 30% sandy loam topsoil and 20% compost. The City Representative shall be allowed two weeks to receive any and all required soil test results. No plants shall be planted prior to City Representative approval of soil conditions.

4. Backfilling of all voids from removal work shall be with sandy loam topsoil and existing approved site soils. Discovered site concrete, gravel or other non-soil(s) will not be acceptable.

5. Spacing of plant materials shall be as shown on drawing, City Representative reserves the right to modify all plant and bed locations prior to planting at no additional cost to the City. The contractor must coordinate the layout and planting three business days in advance with City Representative so that coordination of the planting on that day is not hampered.

6. Refer to specifications for additional requirements.

7. All plants shall bear the same relationship to finished grade as the plants original grade before digging.

8. No container grown stock will be accepted if it is root bound. Any and all wrapping materials made of synthetics or plastics shall be completely removed prior to the time of planting.

9. All plant pits must be a minimum of twice the root ball or container diameter.

10. Contractor shall fill plant pit with prepared plant mix to ½ depth of root ball or root mass, pack mix firmly and puddle with water.

11. For balled and burlaped material, the burlap and all lacing (including wire basket if present) shall be removed from the upper-half of the root ball, then finish backfilling with plant mix. Removal all excess soil from top of root ball that is above the Original Nursery Grade.

12. A saucer shall be placed around every plant and shall be approved prior to the placement of any geo-textile fabric or mulch.

13. All plant materials shall conform to plant schedules. Sizes shall be the minimum stated on the plant list or larger. All measurements shall be in accordance with the latest editions of the "A.A.N.

Standards For Nursery Stock."

14. Contractor shall apply City Representative approved pre-emergent herbicide to planting beds following plant installation and prior to mulch placement. The Contractor shall ensure the plant materials are resistant to the herbicides properties. Herbicide shall be applied according to

Manufacturers Specifications and in accordance with sound horticultural practices.

15. All mulch material shall be placed at a minimum depth of 3" and shall be double-shredded hardwood bark. No mulch shall be placed on plants trunks.

16. Refer to Specifications for Lawn Restoration and Establishment to provide acceptable established turf.

17. All plant materials shall be inspected upon arrival. Any plants not acceptable to the City Representative will be rejected. If for any reason any balled and burlaped plant materials need to be stored on site longer than a 24-hour period, their root balls shall be protected by a City Representative approved method. All plants shall be thoroughly watered each day they are stored on site. Any plants allowed to dry out will be rejected.

18. Plant materials, especially evergreens, shall be planted higher than normal when heavy soil conditions (clay, etc.) prevail.

19. All planting beds shall be prepared with appropriate soil mixtures and fertilizer before plant installation.

20. Natural edging shall consist of a 6 x 6 inch trench filled with mulch.

21. Any discrepancies between the plans and specifications shall be immediately reported to the City Representative for his review and decision.

22. Contractor shall supply all plant materials in quantities sufficient to complete the planting shown on all drawings.

23. No plant shall be put into the ground before rough grading has been finished and approved by the City Representative.

24. All plants and stakes shall be set plumb unless otherwise specified. All guys and stakes must be located within each trees' mulched area to eliminate the possibility of mower contact and to reduce maintenance.

25. Staking of the shrubs is not anticipated. However, if it is determined by the City Representative that staking is required, the contractor shall stake all desired plants at no additional cost to the City.

26. Contractor shall be responsible for viewing the site prior to bidding making note of any special conditions that would be a concern to this part of the contract.

27. Contractor shall provide a one year warranty on all plant materials and any plants that are determined by the City Representative to be defective at his or her own discretion must be replaced.

Replacement must be done during the following planting season. All plants are to be watered thoroughly a minimum of six times the first planting season.

STANDARD PLANTING NOTES CONTENTS

PART IV B: STANDARD DETAIL DRAWINGS CITY OF DETROIT

GENERAL

SERVICES

DEPARTMENT

18100 Meyers Rd

313-628-0900

PAGE DESCRIPTION

Cover Page 1 - Standard Construction Notes Cover Page 2 - Standard Planting Notes Cover Page 3 - Standard Backfill & Top Soil Notes

L5.01 Surfacing Details - Walkways, Surfacing & Mount.

L5.02 Site Amenity Details - Misc.

The document below is an abbreviated version of the Detroit Building Authority's, "Guidance for Backfill Material Evaluation and Testing, City of Detroit Demolition Program, December 18, 2014" (Guidance). The Guidance was reviewed and approved by the Detroit Buildings, Safety Engineering and Environmental Department (BSEED) Environmental Affairs, and reviewed by MDEQ and EPA.

NOTE:ONLY CATEGORY 1 & 2 ARE SUITABLE FOR PARK USE!

This guidance is intended to support the City of Detroit and any of its operating entities during its managed residential and commercial demolition related activities, specifically as it relates to review and approval of “Clean Fill” for backfill activities conducted by Contractors. Furthermore, these guidelines have been established to ensure that backfill material used by Contractors is “Clean Fill”, and safe for use in residential and/or commercial demolition areas.

The purpose of this guidance is to provide the City of Detroit and its Demolition Contractors with guidance for approving and relocating backfill materials. The following categories are those that are applicable to City Parks:

Category 1: Residential Construction and Residential Landscape Yard Sites

Category 2: Virgin (Native) Commercial Borrow and Sand/Gravel Pit Sites

At this time, no chemical testing is required for excess soil relocated from Category 1 or 2 Type sources.

Further, excess soil relocated from Category 1 or 2 sources will be considered acceptable as backfill material at demolition sites provided the following conditions are met:

1. For Category 1 Sites: A written certification from the Contractor to GSD.

2. For Category 2 Sites: A written certification from the Owner/Operator.

The written certification must include at a minimum the following affirmative statements:

• the origin of the backfill material and address location

• no evidence of known or suspected sources of environmental contamination that may have impacted the proposed backfill materials

• the backfill materials are from a native soil source and are homogeneous in nature and general composition

• the backfill materials are free from debris, large rocks, concrete, or other conditions which would make the material unsuitable for use as backfill, and meet the backfill specifications established by the City of Detroit

Contractors must provide the following information (in an email to GSD's Project Manager) before relocating backfill material from a Category 1 or 2 Type source:

1. Provide affirmative statements as described above

2. Proposed end use location (property address(es), block addresses, or lot numbers) of the relocated source of the backfill material

Approval and relocation of Category 1 and 2 Type Backfill Materials are conditioned upon submittal of the information described above. Notification must be provided electronically and in advance to GSD City Representative:

For Category 1 Type Backfill Materials, the Contractor will be notified immediately of approval. Contractor shall submit as appropriate weekly backfill tracking logs electronically showing end use location, quantities, etc.

For Category 2 Type Backfill Materials, DBA or its designated Backfill Program Manager (GSD Project Manager) will review the information provided within 24 hours or less of the request, and either approve the backfill materials for use at DBA (GSD) sites, request additional information, or deny the proposed backfill material source. Upon approval, DBA (GSD) or its designated Backfill Program Manager will issue a certificate of approval to the Contractor, and the Contractor shall to submit weekly backfill tracking logs electronically showing end use location, quantities, etc.

STANDARD BACKFILL & TOP SOIL NOTES CONTENTS

PAGE DESCRIPTION

Cover Page 1 - Standard Construction Notes Cover Page 2 - Standard Planting Notes Cover Page 3 - Standard Backfill & Top Soil Notes

L5.01 Surfacing Details - Walkways, Surfacing & Mount.

L5.02 Site Amenity Details - Misc.

PART IV B: STANDARD DETAIL DRAWINGS CITY OF DETROIT

GENERAL

SERVICES

DEPARTMENT

18100 Meyers Rd

313-628-0900

1. CONTRACTOR SHALL CALL MISS DIG 72 HOURS (3-WORKING DAYS) PRIOR TO ANY START

OF CONSTRUCTION OR ANY START OF EXCAVATION, TO LOCATE AND MARK ALL UTILITIES.

PHONE NUMBER: MISS DIG (800) 482-7171

2. CONTRACTOR SHALL CAREFULLY COORDINATE ALL SITE WORK WITH LOCAL PERMITTING

AUTHORITIES, UTILITY COMPANIES AND ANY OTHER GOVERNMENTAL ENTITIES HAVING

JURISDICTION OVER THE SITE.

3. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE

ENCOUNTERED IN THE WORK SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR

THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE LOCAL

AUTHORITY. EXTREME CAUTION SHALL BE USED BY THE CONTRACTOR WHEN EXCAVATING OR

DRILLING AROUND OR NEAR THE UTILITY. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR

THE WORK CREW.

4. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH

INTERFERE WITH THE EXECUTION OF WORK, SHALL BE REMOVED AND SHALL BE PROPERLY

CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE

WITH THE EXECUTION OF WORK, SUBJECT TO THE APPROVAL OF THE LOCAL AUTHORITY.

5. DO NOT SCALE OFF OF THIS DRAWING.

6. NO VEHICLE TRAFFIC ALLOWED ON THE SITE.

7. CONTRACTOR SHALL PROVIDE THE PROPER PROTECTION OF ALL EXISTING SITE AND

LANDSCAPE ELEMENTS.

8. IF ANY EXISTING PERFORATED DRAINAGE PIPE IS DISCOVERED, CONTRACTOR SHALL

PROVIDE PROPER PROTECTION AND REUSE OF ALL ACCEPTABLE LINES AND REPAIR ANY

DEFECTIVE LINES.

9. CONTRACTOR SHALL KEEP GENERAL AREA CLEAN & HAZARD FREE; REMOVE AND

DISPOSE OF OFF-SITE ALL DIRT, DEBRIS, RUBBISH, STUMPS, STICKS AND STONES; LEAVE THE

WORK AREA IN CLEAN CONDITION AND FREE OF DEBRIS OR REFUSE OF ANY NATURE.

10. REMOVALS INCLUDE BACKFILLING OF ALL DEPRESSIONS (CAUSED BY THE REMOVALS)

WITH TOPSOIL OR OTHER APPROVED SOIL(S), COMPACTION AND FINISH GRADING.

11. CONTRACTOR SHALL PROVIDE PROPER SITE AND LAWN RESTORATION WORK AT ALL

AREAS IMPACTED BY CONSTRUCTION ACTIVITIES, TO THE SATISFACTION OF THE CITY

REPRESENTATIVE.

12. PRIOR TO SUBMISSION OF BIDS, CONTRACTOR SHALL VISIT THE JOB SITE AND BE

RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, DIMENSIONS AND

CONFIRMING THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH

CONSTRUCTION. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE CITY

REPRESENTATIVE PRIOR TO THE BID.

13. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND

LABOR TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS AND AS CALLED

FOR IN THE SPECIFICATIONS.

14. ALL SITE AMENITIES SHALL BE PROPERLY LAID OUT AND RECEIVE LOCATION APPROVAL

FROM THE CITY REPRESENTATIVE PRIOR TO INSTALLATION.

15. ALL SUB-GRADES SHALL BE COMPACTED TO 95%.

16. ALL BOULDERS THAT ARE TO BE UTILIZED AS SECURITY ARE TO BE SET OR DUG INTO THE

SOILS SO THAT THEY ARE SLIGHTLY BURIED BETWEEN 3" AND 6".

17. OWNER RETAINS THE RIGHT TO MAKE REVISIONS TO ANY LAYOUT IN THE FIELD.

18. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE BEST SKILLS AND

ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTOR MEANS

METHODS TECHNIQUES SEQUENCES AND PROCEDURES AND FOR THE COORDINATION OF ALL

PORTIONS OF THE WORK UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION

WITH THE CITY REPRESENTATIVE.

19. FIELD ENGINEERING AND SURVEYING, INCLUDING LAYOUT AND GRADE, ARE THE

RESPONSIBILITY OF THE CONTRACTOR.

20. FINAL GRADES ARE TO BE FIELD VERIFIED BY CITY REPRESENTATIVE FOLLOWING BASIC

SURVEYING AND RECOMMENDATION BY CONTRACTOR.

21. CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH THE

MANUFACTURER’S DIRECTIONS, INSTRUCTIONS AND RECOMMENDATIONS UNLESS

SPECIFICALLY INDICATED OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE

PRECEDENCE.

22. DETAILS ARE INTENDED TO SHOW END RESULTS OF DESIGN. MINOR MODIFICATIONS MAY

BE REQUIRED TO SUIT THE JOB DIMENSIONS OR CONDITIONS. SUCH MODIFICATIONS SHALL BE

INCLUDED AS PART OF THE WORK.

23. CONTRACTOR SHALL CHECK ALL MANUFACTURER'S SPECIFICATIONS AND DRAWINGS FOR

FURTHER DETAILED INFORMATION.

24. CONTRACTOR SHALL SUPPLY AND APPLY COLD-WELD EPOXY, TACK WELD OR OTHER

APPROVED THEFT DETERRENT PRODUCT TO ALL SITE AMENITIES HARDWARE WHERE

APPLICABLE.

25. ALL BOLTS SHALL BE CUT OR SAWED SO THERE IS A MAXIMUM OF 2-THREADS VISIBLE.

26. IF NOT SUPPLIED BY THE MANUFACTURER, ALL NEEDED HARDWARE SHALL BE (STAINLESS

STEEL) PURCHASED AND INSTALLED BY THE CONTRACTOR.

27. CONTRACTOR SHALL PROVIDE PROPER PROTECTION OF ALL TREES AND SHRUBS TO

REMAIN. CONTRACTOR SHALL PROVIDE, INSTALL, MAINTAIN AND REMOVE TREE PROTECTION

FENCE, AS REQUIRED.

28. CONTRACTOR SHALL PROVIDE PROPER ROOT PRUNING (PER AN OWNER APPROVED

METHOD) FOR ALL ROOTS GREATER THAN1/2” DIAMETER THAT ARE DISTURBED BY ANY

EXCAVATION.

29. PERFORATED DRAINAGE PIPE IS NOT REQUIRED AT PLAY AREA.

30. CONTRACTORS SHALL PROVIDE PROPER INSTALLATION OF DRAINAGE HOLES IN ALL

TRASH RECEPTACLE LINERS.

SIZE OF HOLE: ½” DIAMETER

TOTAL COUNT PER LINER: 6

EQUALLY SPACED LOCATIONS: 3-HOLES ON BOTTOM OF LINER;

3-HOLES ON SIDE OF LINER AT 2” FROM BOTTOM.

31. CONCRETE SHALL BE THICKENED TO 6” MINIMUM AT ALL PROPOSED ANCHOR BOLT

LOCATIONS.

32. TACK WELD ALL HARDWARE AND GALVANIZED FENCE FABRIC PER CITY REPRESENTATIVE

APPROVAL.

33. IN ALL EXISTING AND PROPOSED ASPHALT LOCATIONS WHERE CONCRETE IS TO BE

PLACED ADJACENT TO IT, THE ASPHALT MUST BE FULL DEPTH SAW CUT TO PROVIDE A CLEAN

TRANSITION.

PART IV B: STANDARD DETAIL DRAWINGS CITY OF DETROIT

GENERAL

SERVICES

DEPARTMENT

18100 Meyers Rd

313-628-0900

STANDARD CONSTRUCTION NOTES CONTENTS

PAGE DESCRIPTION

Cover Page 1 - Standard Construction Notes Cover Page 2 - Standard Planting Notes Cover Page 3 - Standard Backfill & Top Soil Notes

L5.01 Surfacing Details - Walkways, Surfacing & Mount.

L5.02 Site Amenity Details - Misc.

1/4"

CONTROL/EXPANSION JOINTS

NOT TO SCALE

L5.01

1. DO NOT SCALE OFF THE DRAWINGS,

DETAILS ARE NOT TO SCALE.

2. CHECK ALL MANUFACTURER'S

SPECIFICATIONS AND DRAWINGS FOR

FURTHER DETAILED INFORMATION.

3. CONTRACTOR TO SUPPLY AND

APPLY LOCK TIGHT OR OTHER

APPROVED THEFT DETERRENT

PRODUCT TO ALL SITE AMENITIES

WHERE APPLICABLE.

4. ALL BOLTS SHALL BE CUT OR

SAWED SO THERE IS A MAXIMUM OF 3

THREADS VISIBLE.

5. IF NOT SUPPLIED BY THE

MANUFACTURER ALL HARDWARE

SHALL BE PURCHASED AND INSTALLED

(STAINLESS STEEL) BY THE

CONTRACTOR.

6. ALL SITE AMENITIES SHALL BE

LAYED OUT AND APPROVED BY THE

CITY REPRESENTATIVE PRIOR TO

INSTALLATION.

7. ALL SUBGRADES SHALL BE

COMPACTED TO 95%.

8. CALL MISS DIG 72 HOURS (3

WORKING DAYS) PRIOR TO ANY

CONSTRUCTION OR EXCAVATION TO

MARK ALL UTILITIES. (800) 482-7171

4" CONCRETE PAVEMENT

NOT TO SCALE

L5.01 NOT TO SCALE

TYPICAL BACKFILL3

L5.01

DEPTH VARIES

WIDTH VARIES

FOR FILE

PROJ #:

PROP #:

DIST #:

CHECKED:

SHEET TITLE:

APPROVED:DRAWN:

GENERAL SERVICES DEPARTMENT

LANDSCAPE DESIGN UNIT

18100 MEYERS RD, DETROIT MI 48235

PH: (313) 628-0900 FAX:(313) 628-0927

SHEET

DATE

PROJECT NAME:

ISSUED FOR

SCALE:

VOIGT PARK

IMPROVEMENTS

0/00/0000

SURFACING

DETAILS

L5.01

RL

JK

JK

N.T.S.

NOT TO SCALE

TYPICAL SURFACE MOUNT4

L5.01

AutoCAD SHX Text

CONCRETE PAVEMENT

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

CONCRETE PAVEMENT

AutoCAD SHX Text

ASPHALTIC EXP. JOINT MATERIAL (PER SPECS.)

AutoCAD SHX Text

BACKER ROD

AutoCAD SHX Text

2-PART POLY-SEALANT

AutoCAD SHX Text

CONTROL JOINT

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

OR APPROVED TOOL JOINT

AutoCAD SHX Text 1/2" FULL DEPTH PREFORMED BITUMINOUS EXPANSION JOINT, FLEXCELL, RECESSED 1/2" FROM SURFACE, LOCATE 50' O.C. OR AS SHOWN ON PLANS.

AutoCAD SHX Text 4"

AutoCAD SHX Text

SURFACE TREATMENT- BROOM FINISH, EXCEPT AS INDICATED ON PLAN

AutoCAD SHX Text

4" CONCRETE PAVEMENT

AutoCAD SHX Text

CONCRETE CURING COMPOUND

AutoCAD SHX Text

4" MED./FINE LIMESTONE OR COMPACTED SAND (95% COMPACTION)

AutoCAD SHX Text 4"

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

MINIMUM 4" TOP SOIL

AutoCAD SHX Text

APPROVED FILL SOIL

AutoCAD SHX Text

UNDISTURBED COMPACTED SUBGRADE

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

STAINLESS STEEL EXP. BOLT.

AutoCAD SHX Text

4" MIN. COMPACTED SAND BASE

AutoCAD SHX Text

5.5" MIN. CONCRETE SLAB

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

BOLT SIZED PER MFR.

AutoCAD SHX Text

RECOMMENDATION - 5/16" MIN.

AutoCAD SHX Text

EMBED BOLT 3"

AutoCAD SHX Text

APPROVED THIEFT DETERANT

AutoCAD SHX Text

UNDISTURBED COMPACTED SUBGRADE

NOT TO SCALE

L5.02

LITTER RECEPTACLE

FOR FILE

PROJ #:

PROP #:

DIST #:

CHECKED:

SHEET TITLE:

APPROVED:DRAWN:

GENERAL SERVICES DEPARTMENT

LANDSCAPE DESIGN UNIT

18100 MEYERS RD, DETROIT MI 48235

PH: (313) 628-0900 FAX:(313) 628-0927

SHEET

DATE

PROJECT NAME:

ISSUED FOR

SCALE:

VOIGT PARK

IMPROVEMENTS

0/00/0000

SITE AMENITY

DETAILS

L5.02

RL

JK

JK

N.T.S.

1. DO NOT SCALE OFF THE DRAWINGS,

DETAILS ARE NOT TO SCALE.

2. CHECK ALL MANUFACTURER'S

SPECIFICATIONS AND DRAWINGS FOR

FURTHER DETAILED INFORMATION.

3. CONTRACTOR TO SUPPLY AND

APPLY LOCK TIGHT OR OTHER

APPROVED THEFT DETERRENT

PRODUCT TO ALL SITE AMENITIES

WHERE APPLICABLE.

4. ALL BOLTS SHALL BE CUT OR

SAWED SO THERE IS A MAXIMUM OF 3

THREADS VISIBLE.

5. IF NOT SUPPLIED BY THE

MANUFACTURER ALL HARDWARE

SHALL BE PURCHASED AND INSTALLED

(STAINLESS STEEL) BY THE

CONTRACTOR.

6. ALL SITE AMENITIES SHALL BE

LAYED OUT AND APPROVED BY THE

CITY REPRESENTATIVE PRIOR TO

INSTALLATION.

7. ALL SUBGRADES SHALL BE

COMPACTED TO 95%.

8. CALL MISS DIG 72 HOURS (3

WORKING DAYS) PRIOR TO ANY

CONSTRUCTION OR EXCAVATION TO

MARK ALL UTILITIES. (800) 482-7171

NOT TO SCALE

TREE PLANTING2

L5.02

AutoCAD SHX Text TREE SHALL CONFORM TO ANSI-Z60.1 STANDARD FOR SIZING, FORM, AND ROOT BALL CONDITION. CONTRACTOR TO PRUNE BROKEN BRANCHES ONLY, PER SPECIFICATIONS AND ANSI A300 STANDARD, TO RESTORE PLANT TO REQUIRED QUALITY. DO NOT PRUNE CENTRAL LEADER. TREE SHALL BE SET PLUMB AND TRUE. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SAID CONDITION THROUGH WARRANTY PERIOD. STAKING AND GUYING IS RESPONSIBILITY OF CONTRACTOR; SHALL BE MAINTAINED BY THE SAME; AND SHALL BE REMOVED BY THE SAME NO LATER THAN THE END OF THE WARRANTY PERIOD UNLESS OTHERWISE NOTED.

AutoCAD SHX Text

PLANTING PIT 2-3X ROOT BALL

AutoCAD SHX Text TREE CALIPER / HEIGHT MEASUREMENT SHALL MEET ANSI-Z60.1 STANDARD CURRENT EDITION FOR ROOT BALL SIZE

AutoCAD SHX Text

NURSERY MARK NORTH SIDE OF TREE, TYP.

AutoCAD SHX Text

ROOT BALL MODIFIED AS REQUIRED PER SPECIFICATIONS. SET ATOP UNDISTURBED GRADE.

AutoCAD SHX Text

TRUNK FLARE TO BE FLUSH WITH FINISHED GRADE

AutoCAD SHX Text

SOIL SAUCER AT PERIPHERY OF BRANCHING ATOP FINISHED GRADE

AutoCAD SHX Text

MULCH RING PER SPECIFICATIONS AND NOTES

AutoCAD SHX Text

FINISHED GRADING

AutoCAD SHX Text AMENDED BACKFILL - SEE NOTES AND SPECIFICATIONS. LIGHTLY COMPACT AND WATER TO ELIMINATE VOIDS.

AutoCAD SHX Text

UNDISTURBED SUBGRADE

AutoCAD SHX Text TREE STAKING DEVICE, (2) REQ'D. INSTALL BELOW LEVEL OF MULCH, ON OPPOSITE SIDES OF ROOTBALL PER MANUFACTURER'S INSTRUCTIONS.