11-Chandler WC 22-24-CDs.pdf

DRAWING INDEX

CHANDLER PARK CONSTRUCTION

CITY OF DETROIT

MARY SHEFFIELD, MAYOR

GENERAL SERVICES DEPARTMENT

CRYSTAL PERKINS, DIRECTOR

TIM KARL, CHIEF OF LANDSCAPE ARCHITECTURE, PLA, ALSA, CPSI

LANDSCAPE DESIGNER & PROJECT MANAGER

ARIANNA ZANNETTI, PLA, ASLA, CPSI

SITE LOCATION MAP

12700 Harper Detroit, Michigan 48215

Property No: 364 Date: 12/18/2025

Dwg. No. SHEET NO. SHEET TITLE L1.01 1 Soil Erosion and Sedimentation Control (SESC) Plan L1.02 2 Existing Conditions and Demolition Plan L1.03 3 Construction Plan L1.04 4 Construction Plan L5.01 5 Construction Details

VICINITY MAP

CHANDLER PARK

ST. AUBIN

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CHANDLER PARK DR.

zannettia Text Box

FOR FILE

PROJ #:

PROP #:

DIST #:

CHECKED:

SHEET TITLE:

APPROVED:DRAWN:

GENERAL SERVICES DEPARTMENT

LANDSCAPE DESIGN UNIT

115 ERSKINE ST, DETROIT MI 48201

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

SHEET

DATE

PROJECT NAME:

ISSUED FOR

SCALE:

CHANDLER PARK

CONSTRUCTION

WC 22-23 23-24

0/00/0000

SOIL EROSION AND

SEDIMENTATION

CONTROL PLAN

L1.01

AZ

1:40

NOT TO SCALE

TREE PROTECTION UNDER DRIP LINE2

L1.01

4'

LEGEND:

SITE BOUNDARY

CONIFEROUS TREE

DECIDUOUS TREE

INLET FABRIC DROP

SITE ACCESS POINT

TREE PROTECTION

FENCE

EROSION CONTROLS:

SEDIMENT CONTROLS:

SwdhaB-Seward

Sandy Loam

2' MIN.

SECTION A - A'

A A'

NOT TO SCALE

INLET FABRIC DROP1

L1.01

PLAN

0 300 600

ColhcA-Colwood Sandy Loam

PROJECT SIGN:

CONTRACTOR IS REQUIRED TO PROVIDE A TEMPORARY PROJECT SIGN (4' x 8' x 34") IN

COLOR ON CORRUGATED CHLOROPLAST PRIOR TO CONSTRUCTION; INSTALLED SIGN

SHALL BE 42" ABOVE GRADE.

INSTALLATION TO BE PERFORMED ACCORDING TO MANUFACTURERS AND STANDARD

GSD SPECS.ShbuaB - Shebeon-Urban

Land complex (USGS soils information)

ColhcA-Colwood

Sandy Loam

KibhdB-Kibbie-Colwood

Sandy Loam

BnthaB-Blout

Sandy Loam

AutoCAD SHX Text

SOIL EROSION AND SEDIMENTATION CONTROL NOTES:

AutoCAD SHX Text TREE PROTECTION FENCE: HIGH DENSITY POLYETHYLENE FENCING WITH 3.5" X 1.5" OPENINGS; COLOR ORANGE. STEEL POSTS INSTALLED AT 8' O.C.

AutoCAD SHX Text NOTES: NO PRUNING SHALL BE PERFORMED EXCEPT BY APPROVED CITY REP. NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTION FENCE INCLUDING DURING FENCE INSTALLATION AND REMOVAL. FENCE SHALL REMAIN UNTIL PARK IMPROVEMENTS ARE COMPLETE

AutoCAD SHX Text

2" X 6" STEEL POSTS OR APPROVED EQUIVALENCE

AutoCAD SHX Text MAINTAIN EXISTING GRADE WITH THE FENCE PROTECTION FENCE UNLESS OTHERWISE INDICATED ON THE PLANS

AutoCAD SHX Text Inlet Protection Fabric

AutoCAD SHX Text S58

AutoCAD SHX Text Dust Control

AutoCAD SHX Text E5

AutoCAD SHX Text

TF

AutoCAD SHX Text Drop

AutoCAD SHX Text

6" MIN. OVERLAP AT END OF SILT FENCE

AutoCAD SHX Text GEOTEXTILE BLANKET INSTALLED BETWEEN COVER AND FRAME OF DRAINAGE STRUCTURE CASTING

AutoCAD SHX Text

DRAIN INLET /COVER

AutoCAD SHX Text

DRAIN INLET/COVER

AutoCAD SHX Text GEOTEXTILE BLANKET INSTALLED BETWEEN COVER AND FRAME OF DRAINAGE STRUCTURE CASTING

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text A. THE GENERAL SERVICES DEPARTMENT (GSD) IS AN AUTHORIZED THE GENERAL SERVICES DEPARTMENT (GSD) IS AN AUTHORIZED PUBLIC AGENCY (APA) ENTITY AND HAS BEEN GRANTED BY THE STATE OF MICHIGAN THE PRIVILEGE TO UNDERTAKE EARTH CHANGE ACTIVITIES WITHOUT HAVING TO OBTAIN A SOIL EROSION AND SEDIMENTATION CONTROL (SESC) PERMIT. THE CONTRACTOR SHALL COMPLY WITH THE PROVISIONS OF THE STATE OF MICHIGAN'S SESC LAW AND REQUIREMENTS; COMPLYING WITH ALL CONTRACT DOCUMENTS, APPROVED S.E.S.C. PLANS, PERMIT CONDITIONS THAT ENFORCES P.A. 451, PARTS 41 AND 91 SOIL EROSION AND SEDIMENTATION CONTROL OF THE NATURAL RESOURCES AND ENVIRONMENTAL PROTECTION ACT AND WAYNE COUNTY SOIL SEDIMENTATION CONTROL ORDINANCE NO. 2001-759. B. PRIOR TO BEGINNING ANY EARTH CHANGE, THE CONTRACTOR MUST PRIOR TO BEGINNING ANY EARTH CHANGE, THE CONTRACTOR MUST RETAIN A E.G.L.E. CERTIFIED STORM WATER OPERATOR (C.S.W.O.) TO PROVIDE THE REQUIRED S.E.S.C. REPORTS (WHICH INCLUDE THE WEEKLY AND STORM EVENT REPORTS AS WELL AS ALL FOLLOW UP REPORTS FOR BOTH VIOLATIONS AND STORM EVENT CORRECTIONS) ON THE STANDARD E.G.L.E. FORM. THE CONTRACTOR SHALL PROVIDE THE E.G.L.E. FORM. THE CONTRACTOR SHALL PROVIDE THE FORM. THE CONTRACTOR SHALL PROVIDE THE REPORTS TO THE OWNER ON A WEEKLY BASIS, AND RETAIN THOSE REPORTS FOR THREE YEARS. C. PRIOR TO BEGINNING ANY EARTH CHANGE, THE CONTRACTOR MUST PRIOR TO BEGINNING ANY EARTH CHANGE, THE CONTRACTOR MUST INSTALL AND MAINTAIN ALL S.E.S.C. MEASURES AS SHOWN ON THE CONTRACT DOCUMENTS AND AS DIRECTED BY THE OWNER, C.S.W.O., M.E.A./C.E.A. OR E.G.L.E. AT ANYTIME DURING THE LIFE OF THE E.G.L.E. AT ANYTIME DURING THE LIFE OF THE AT ANYTIME DURING THE LIFE OF THE CONTRACT OR UNTIL THE CITY OF DETROIT OFFICIALLY TAKES OVER RESPONSIBILITY FOR THE SITE. IMMEDIATELY PRIOR TO THE CITY OF DETROIT TAKING RESPONSIBILITY FOR THE SITE, THE CONTRACTOR WILL BE REQUIRED TO CLEAN ALL CATCH BASINS AFFECTED BY THE CONSTRUCTION, BOTH WITHIN THE CONTRACT LIMITS AND ALL SURROUNDING ROADS AND LAWN AREAS WHERE SOIL MAY HAVE SPREAD AS THE RESULT OF CONSTRUCTION ACTIVITIES. D. THE CONTRACTOR SHALL CONDUCT ALL EXCAVATION, FILLING, THE CONTRACTOR SHALL CONDUCT ALL EXCAVATION, FILLING, GRADING, AND CLEANUP OPERATIONS IN A MANNER SUCH THAT SEDIMENT, GENERATED BY WIND OR WATER, IS NOT DISCHARGED INTO ANY STORM SEWER, DRAINAGE DITCH, RIVER, LAKE, AIR, OR UNDERGROUND UTILITY SYSTEM. STAGE WORK IS NECESSARY TO MINIMIZE THE AREA OF EXPOSED SOIL, THEREBY REDUCING THE OPPORTUNITY FOR SOIL EROSION. E. CONTRACTOR RESPONSIBLE FOR WATER FROM TRENCHES AND OTHER CONTRACTOR RESPONSIBLE FOR WATER FROM TRENCHES AND OTHER EXCAVATION SHALL BE PUMPED INTO A FILTRATION BAG TO REMOVE SEDIMENTS FROM THE WATER F. IF SEDIMENT EXTENDS BEYOND THE PROJECT LIMITS, THE CONTRACTOR IF SEDIMENT EXTENDS BEYOND THE PROJECT LIMITS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP AND RESTORATION OF ALL SURFACES AND UTILITY SYSTEMS TO THE CONDITION THAT EXISTED PRIOR TO THE CONTRACT AWARD. G. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL S.E.S.C. MEASURES ON A DAILY BASIS. H. ACCESS ROADS AND ADJACENT CONCRETE PATHWAYS SHALL BE ACCESS ROADS AND ADJACENT CONCRETE PATHWAYS SHALL BE MAINTAINED BROOM CLEAN AT ALL TIMES, AT THE END OF EACH CONSTRUCTION DAY BY CONTRACTOR. I. SHOULD VIOLATIONS BE IDENTIFIED BY THE CITY, C.S.W.O., SHOULD VIOLATIONS BE IDENTIFIED BY THE CITY, C.S.W.O., M.E.A./C.E.A. OR E.G.L.E., THEY SHALL BE CORRECTED WITHIN 24 E.G.L.E., THEY SHALL BE CORRECTED WITHIN 24 , THEY SHALL BE CORRECTED WITHIN 24 HOURS OF NOTIFICATION. THE CORRECTION(S) MUST BE APPROVED BY THE CITY, C.S.W.O., M.E.A./C.E.A. OR E.G.L.E. ALL SUBSEQUENT E.G.L.E. ALL SUBSEQUENT ALL SUBSEQUENT INSPECTIONS PERFORMED BY THE OWNER, C.S.W.O., M.E.A./C.E.A. OR E.G.L.E. AS A RESULT OF THE VIOLATION (AND ANY OTHER . AS A RESULT OF THE VIOLATION (AND ANY OTHER ASSOCIATED COSTS) WILL BE PAID BY THE CONTRACTOR. IF IDENTIFIED VIOLATIONS ARE NOT CORRECTED WITHIN 24 HOURS OF WRITTEN NOTICE, THE CITY WILL MAKE THE REQUIRED REPAIRS WITHOUT FURTHER NOTIFICATION, AT THE CONTRACTOR'S EXPENSE. J. FINES ASSESSED AS A RESULT OF THE VIOLATION FOR FINES ASSESSED AS A RESULT OF THE VIOLATION FOR NONCOMPLIANCE OF THE S.E.S.C. PROVISIONS WILL BE PAID BY THE CONTRACTOR. SHOULD A "STOP WORK" ORDER FOR NONCOMPLIANCE BE ISSUED, A TIME EXTENSION REQUEST FOR THAT TIME PERIOD WILL NOT BE GRANTED (FINES COULD BE ASSESSED UP TO AND INCLUDING $25,000 PER DAY FOR EACH VIOLATION). K. STRIP ALL TOPSOIL WITHIN THE LIMITS OF WORK AS INDICATED ON STRIP ALL TOPSOIL WITHIN THE LIMITS OF WORK AS INDICATED ON DEMOLITION PLAN. STOCKPILE ALL STRIPPED TOPSOIL TO LOCATION BE DETERMINED BY CITY REPRESENTATIVE PRIOR TO STRIPPING. L. DIRT OR MUD TRACKED ONTO PAVED AREAS SHALL BE PROMPTLY DIRT OR MUD TRACKED ONTO PAVED AREAS SHALL BE PROMPTLY REMOVED AND CLEANED DAILY. M. THERE ARE NO WETLANDS ON THE PROJECT SITE OR IMMEDIATELY THERE ARE NO WETLANDS ON THE PROJECT SITE OR IMMEDIATELY ADJACENT TO THE PROJECT SITE. N. STORM WATER FROM SUBJECT SITE WILL NOT ADVERSELY IMPACT STORM WATER FROM SUBJECT SITE WILL NOT ADVERSELY IMPACT ADJACENT PROPERTIES. O. ALL DISTURBED AREAS SHALL RECEIVE PERMANENT EROSION CONTROL ALL DISTURBED AREAS SHALL RECEIVE PERMANENT EROSION CONTROL WITHIN 5 DAYS OF FINAL GRADING. SOIL TYPE WITHIN SITE BOUNDARIES IS "ColhcA-Colwood Sandy Loam" " P. TOTAL ACRES OF THE PROJECT = 201 acTOTAL ACRES OF THE PROJECT = 201 ac

AutoCAD SHX Text E5

AutoCAD SHX Text E5

PROP #:

DIST #:

CHECKED:

SHEET TITLE:

APPROVED:DRAWN:

GENERAL SERVICES DEPARTMENT

LANDSCAPE DESIGN UNIT

115 ERSKINE ST, DETROIT MI 48201

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

SHEET

DATE

PROJECT NAME:

ISSUED FOR

SCALE:

CHANDLER PARK

CONSTRUCTION

WC 22-23 23-24

0/00/0000

EX. CONDITION AND

DEMOLITION PLAN

L1.02

AZ

00 10 20

QUANTITIES

SYMBOL DESCRIPTION TOTAL UNIT NOTES

REMOVE AND SALVAGE

EXISTING BIKE RACKS 1 LSUM

INCLUDES (3) BIKE RACKS,

STORE SAFELY FOR

REINSTALLATION

REMOVE CONCRETE 78 SF

REMOVE CONCRETE AND ANY

ASSOCIATED BASE MATERIAL,

RESTORE TO LAWN

NOT TO SCALE

KEY MAP

CONNER ST.

DICKERSON ST.

I-94

FRANKFORT ST.

AutoCAD SHX Text

DEMOLITION NOTES:

AutoCAD SHX Text

GENERAL NOTES

A. THE CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE TO DETERMINE THE THE CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE TO DETERMINE THE EXTENT OF THE WORK DEMOLITION AND CONSTRUCTION (WHETHER SHOWN ON THE DRAWINGS OR NOT). B. EXISTING MATERIALS/ITEMS TO BE SALVAGE BY CONTRACTOR SHALL BE STOCKPILED EXISTING MATERIALS/ITEMS TO BE SALVAGE BY CONTRACTOR SHALL BE STOCKPILED OR STORED IN APPROVED LOCATIONS BY CITY REPRESENTATIVE AND RELOCATED. CONTRACTOR TO PROTECT ALL MATERIALS DESIGNATED TO REMAIN AND SOLELY RESPONSIBLE FOR REPLACEMENT OF ANY MATERIALS THAT BECOME DAMAGED DURING CONSTRUCTION. THE EXTENT OF REPLACEMENT/REPAIR OF DAMAGED MATERIALS/ITEMS SHALL BE DETERMINED BY CITY REPRESENTATIVE. C. THE CONTRACTOR SHALL REMOVE AND CLEAR DEBRIS FROM OFFSITE IN A LEGAL THE CONTRACTOR SHALL REMOVE AND CLEAR DEBRIS FROM OFFSITE IN A LEGAL MANNER. D. CONTACT MISS DIG 72 HOURS PRIOR TO ANY DEMOLITION.CONTACT MISS DIG 72 HOURS PRIOR TO ANY DEMOLITION.

PROP #:

DIST #:

CHECKED:

SHEET TITLE:

APPROVED:DRAWN:

GENERAL SERVICES DEPARTMENT

LANDSCAPE DESIGN UNIT

115 ERSKINE ST, DETROIT MI 48201

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

SHEET

DATE

PROJECT NAME:

ISSUED FOR

SCALE:

CHANDLER PARK

CONSTRUCTION

WC 22-23 23-24

0/00/0000

CONSTRUCTION

PLAN

L1.03

AZ

1:5

00 10 20

QUANTITIES

SYMBOL DESCRIPTION TOTAL UNIT NOTES

CONCRETE 338 LF SEE SHEET L5.01 FOR DETAILS.

PICNIC TABLE 3 EA

MYTCOAT MODEL

#TOR46-B-13-000. SEE SHEET

L5.01 FOR DETAILS.

BIKE REPAIR STATION 1 EA

SARIS MODEL #26347BLK WITH

ATTACHED AIR PUMP MODEL

#26246. SEE SHEET L5.01 FOR

DETAILS.

NOT TO SCALE

KEY MAP

CONNER ST.

DICKERSON ST.

I-94

FRANKFORT ST.

AutoCAD SHX Text 5'

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 7'-6"

AutoCAD SHX Text 10'

10'

00 5 10

PROJ #:

PROP #:

DIST #:

CHECKED:

SHEET TITLE:

APPROVED:DRAWN:

GENERAL SERVICES DEPARTMENT

LANDSCAPE DESIGN UNIT

115 ERSKINE ST, DETROIT MI 48201

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

SHEET

DATE

PROJECT NAME:

ISSUED FOR

SCALE:

CHANDLER PARK

CONSTRUCTION

WC 22-23 23-24

0/00/0000

CONSTRUCTION

PLAN

L1.04

AZ

1:5

QUANTITIES

SYMBOL DESCRIPTION TOTAL UNIT NOTES

CONCRETE 338 LF SEE SHEET L5.01 FOR DETAILS.

BIKE REPAIR STATION 1 EA

SARIS MODEL #26347BLK WITH

ATTACHED AIR PUMP MODEL

#26246. SEE SHEET L5.01 FOR

DETAILS.

REINSTALL SALVAGED

BIKE RACKS 1 LSUM SEE SHEET L5.01 FOR DETAILS.

NOT TO SCALE

KEY MAP

CONNER ST.

DICKERSON ST.

I-94

FRANKFORT ST.

PLANT LIST

SYMBOL COMMON NAME BOTANIC NAME QTY SIZE ROOTBALL

CRABAPPLE MALUS SPP. 5 2 12" CAL MIN. B&B

MS

NOTES:

TREES TO BE FIELD LOCATED BY LANDSCAPE ARCHITECT. PRICE TO INCLUDE 12

WATERINGS OR APPROVED EQUAL.

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 2'

AutoCAD SHX Text 3'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

4'

PROP #:

DIST #:

CHECKED:

SHEET TITLE:

APPROVED:DRAWN:

GENERAL SERVICES DEPARTMENT

LANDSCAPE DESIGN UNIT

115 ERSKINE ST, DETROIT MI 48201

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

SHEET

DATE

PROJECT NAME:

ISSUED FOR

SCALE:

CHANDLER PARK

CONSTRUCTION

WC 22-23 23-24

0/00/0000

DETAILS-

CONSTRUCTION

L5.01

AZ

TK

XX

AS SHOWN

L5.01

TYP. SURFACE MOUNT

NOT TO SCALE

L5.01

4" CONCRETE PAVEMENT

NOT TO SCALE

1/4"

EXPANSION JOINT CONTROL JOINT

2-PARTY POLY SEALANT

BACKER ROD

CONCRETE PAVEMENT

ASPHALTIC EXP. JOINT

MATERIAL (PER SPECS.)

1/2" SAW CUT OR APPROVED TOO

JOINT 6' O.C. OR AS SHOWN

ON PLAN

CONCRETE PAVEMENT

EXPANSION AND CONTROL JOINTS

NOT TO SCALE

L5.01

NOT TO SCALE

TREE PLANTING5

L5.01

PLAN VIEW

NOT TO SCALE

TYPICAL IN-GROUND MOUNT

" M

IN

. 30

" M

IN

PER MFR.

4" MIN. CONCRETE SLAB

4" MIN. SAND BASE

CONCRETE FOOTING TYP.

NOTE: EMBED FOOTING 30" MIN. INCLUDE SLIGHT

CROWN ON TOP OF FOOTING

L5.01

AutoCAD SHX Text

STAINLESS STEEL EXP. BOLT.

AutoCAD SHX Text

4" MIN. COMPACTED SAND BASE

AutoCAD SHX Text

4" 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 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

COMPACTED SUBGRADE

AutoCAD SHX Text 4"

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

SHORT PRONG HALFWAY BETWEEN TRUNK AND ROOT BALL EDGE

AutoCAD SHX Text

ROOT BALL

AutoCAD SHX Text

LONG PRONG AGAINST ROOT BALL EDGE

AutoCAD SHX Text

TRUNK

AutoCAD SHX Text

TREE STAKING DEVICE, (2) PER TREE

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

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