10-Part III B Sherwood Forest Park Landscaping Standard Details.pdf

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 DETAILS

CITY OF DETROIT

GENERAL

SERVICES

DEPARTMENT

115 Erskine

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 Soil Erosion and Sedimentation Control Details L5.02 Planting Details L5.04 Surfacing Details L5.05 Surfacing Marking Details L5.06 Playground Surfacing L5.08 Paver Details L5.09 Surfacing Misc.Details L5.10 Sports Field Details L5.11 Wooden Border Horseshoe Court Details L5.12 Concrete Border Horseshoe Court Details L5.13 Basketball Court Details L5.15 Tennis Court Details L5.16 Site Amenities Details L5.17 Perimeter Details L5.19 Surface Mount Details L5.20 Bollard Details L5.21 Park Sign Details L5.22 Signage Misc. Details L5.23 Trash Receptacle Details L5.24 Gate Details L5.25 Sidewalk Ramp Details L5.27 Curb Details L5.28 Drive Approach Details L5.29 Detectable Warning Plate Detail L5.30 Green Stormwater Infrastructure Details

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 MYCORRHIZAE(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 DETAILS

CITY OF DETROIT

GENERAL

SERVICES

DEPARTMENT

115 Erskine

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 Soil Erosion and Sedimentation Control Details L5.02 Planting Details L5.04 Surfacing Details L5.05 Surfacing Marking Details L5.06 Playground Surfacing L5.08 Paver Details L5.09 Surfacing Misc.Details L5.10 Sports Field Details L5.11 Wooden Border Horseshoe Court Details L5.12 Concrete Border Horseshoe Court Details L5.13 Basketball Court Details L5.15 Tennis Court Details L5.16 Site Amenities Details L5.17 Perimeter Details L5.19 Surface Mount Details L5.20 Bollard Details L5.21 Park Sign Details L5.22 Signage Misc. Details L5.23 Trash Receptacle Details L5.24 Gate Details L5.25 Sidewalk Ramp Details L5.27 Curb Details L5.28 Drive Approach Details

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

PART IV B:

STANDARD DETAILS

CITY OF DETROIT

GENERAL

SERVICES

DEPARTMENT

115 Erskine

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 Soil Erosion and Sedimentation Control Details L5.02 Planting Details L5.04 Surfacing Details L5.05 Surfacing Marking Details L5.06 Playground Surfacing L5.08 Paver Details L5.09 Surfacing Misc.Details L5.10 Sports Field Details L5.11 Wooden Border Horseshoe Court Details L5.12 Concrete Border Horseshoe Court Details L5.13 Basketball Court Details L5.15 Tennis Court Details L5.16 Site Amenities Details L5.17 Perimeter Details L5.19 Surface Mount Details L5.20 Bollard Details L5.21 Park Sign Details L5.22 Signage Misc. Details L5.23 Trash Receptacle Details L5.24 Gate Details L5.25 Sidewalk Ramp Details L5.27 Curb Details L5.28 Drive Approach Details

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

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:

Old Redford LINK Package

XXX

X

1/15/2020

SESC

DETAILS

L5.01

NOTES:

SITE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL

PREVENT WASHING OR FLOWING OF SEDIMENT ONTO PUBLIC

RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND /

OR CLEANOUTS OF ANY MEASURES USED TO TRAP SEDIMENT.

WHEN NECESSARY WHEELS SHALL BE CLEANED PRIOR TO

ENTRANCE ONTO PUBLIC RIGHT-OF-WAY.

WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA

STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN

APPROVED SEDIMENT TRAP OR SEDIMENT BASIN.

R O

AD

W

AY

SPILLWAY

FLOW

NOTE:

USE SANDBAGS, STRAW BALES, OR

OTHER APPROVED METHODS TO

CHANNEL RUNOFF TO BASIN AS

REQUIRED.

' M

IN

(3 .6

M

50' MIN.

20' R

20' R

FLOW

FLOW

PLAN

1"-2" COURSE AGGREGATE

OR CRUSHED CONCRETE

MIN. 9" THICK

NOT TO SCALE

STABILIZED CONSTRUCTION ACCESS1

L5.01

2' MIN.

SECTION A - A'

A A'

NOT TO SCALE

INLET FABRIC DROP

PLAN

NOT TO SCALE

TREE PROTECTION UNDER DRIP LINE

4'

NOTES:

NO PRUNING SHALL BE PERFORMED EXCEPT BY APPROVED CITY

REP.

NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTION FENCE

INCLUDING AND DURING FENCE INSTALLATION AND REMOVAL.

FENCE SHALL REMAIN UNTIL CONSTRUCTION IS COMPLETE.

STRAW BALES, SANDBAGS,

OR CONTINUOUS BERM OF

EQUIVALENT HEIGHT

GEOTEXTILE BLANKET

INSTALLED BETWEEN COVER

AND FRAME OF DRAINAGE

STRUCTURE CASTING

DRAIN INLET/COVER

SILT FENCE

6" MIN. OVERLAP AT

END OF SILT FENCE

GEOTEXTILE BLANKET

INSTALLED BETWEEN COVER

AND FRAME OF DRAINAGE

STRUCTURE CASTING

DRAIN INLET/COVER

TREE PROTECTION FENCE:

HIGH DENSITY POLYETHYLENE

FENCING WITH 3.5" X 1.5"

OPENINGS; COLOR ORANGE.

STEEL POSTS INSTALLED AT 8'

O.C.

2" X 6" STEEL POSTS OR

APPROVED EQUIVALENCE

MAINTAIN EXISTING GRADE WITH

THE FENCE PROTECTION FENCE

UNLESS OTHERWISE INDICATED

ON THE PLANS

DIVERSION RIDGE REQUIRED

WHERE GRADE EXCEEDS 2%

L5.01

L5.01

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

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:

PROJECT NAME

XXX

X

1/15/2020

PLANTING

DETAILS

L5.02

TREE PRUNING

NOT TO SCALEL5.02

NOT TO EXCEED

2 SHRUB PLANTING

NOT TO SCALE NOT TO SCALE

TYPICAL BACKFILL

DEPTH VARIES

WIDTH VARIES

FINISHED GRADE

MINIMUM 4" TOP SOIL

APPROVED FILL SOIL

NOT TO SCALE

GROUNDCOVER PLANTING PERENNIAL BED

NOT TO SCALE

NATURAL PLANTING BED EDGE

NOT TO SCALE

NOT TO SCALE

VINYL PLANTING BED EDGE

EXISTING SOIL

1"

NOTE: INSTALL STEEL STAKES AT AN

ANGLE TO KEEP VINYL BED EDGING

STRAIGHT AT 18" O.C. STAGGERED

FINISH GRADE OR LAWN

VINYL BED EDGING - ED KING BY OLY-OLA SALES INC.

1-800-334-4647

MULCH 2"-4" DEPTH AS SPECIFIED

BIOBARRIER II PREEMERGENCE WEED CONTROL SYSTEM

OPTIONAL (SEE SPECIFICATIONS)

SPECIFIED SOIL

ANCHOR FLANGED

9" MIN. STEEL ANCHORING STAKE DRIVE

THROUGH ANCHOR FLANGE

NATURAL PLANTING BED EDGE WITH BIOBARRIER II

NOT TO SCALE

NOTE: PLANT MIX = 80% EXISTING SOIL & 20%

COMPOST SEE SPECS

EXISTING SOIL

FINISH GRADE OR LAWN

HAND DIG 6" WIDE BY 6" DEEP TRENCH AT

EDGE OF PLANTING BED

MULCH 2"-4" DEPTH AS SPECIFIED

BIOBARRIER II PREEMERGENCE WEED CONTROL

SYSTEM THROUGHOUT ENTIRE BED

PLANT MIX

L5.02

REMOVE SUCKER SHOOTS

AT BASE OF TREE

MAKE CLEAN CUTS ON OLD

STUBS, IF PRESENT

REMOVE ENTIRE SUPPLY OF

TWIGS AND BUDS ON TRUNK

REMOVE LOWER BRANCH WHERE

AN OVERLYING BRANCH OCCUPIES

ABOUT THE SAME AREA

SHAPE TREE BY REMOVING INJURED

AND MISSHAPEN BRANCHES

REMOVE CROSS BRANCHES AND

THOSE DEVELOPING INTO

SECONDARY LEADERS

REMOVE BROKEN AND DEAD

BRANCHES

NOTE: BRANCHES IN DASHED LINES

INDICATE THOSE TO BE REMOVED

15" +/- 2/3"

10"

NOTE: PLANT MIX = 80% EXISTING

SOIL & 20% COMPOST SEE SPECS

REMOVE TOP 1/3 OF BURLAP

FROM SHRUB BALL

FORM SAUCER WITH 3"

CONTINUOUS RIM

SPECIFIED PLANTING MIX. WATER &

TAMP TO REMOVE AIR POCKETS

GEO TEXTILE FABRIC

4" MULCH KEEP MULCH

FROM PLANT TRUNK

PLANT SPACING AS PER PLAN

2" MULCH INSTALLED AFTER

PLANTING

PREPARE BED AS PER

WRITTEN SPECIFICATION

EDGE

MULCH AS SPECIFIED

SOIL MIX

PLANT BED EDGE

EXISTING SOIL

FINISH GRADE FOR LAWN

HAND DIG 4 INCH WIDE BY 4 INCH DEEP

TRENCH AT EDGE OF PLANTING BED

MULCH 2" - 4" DEPTH AS SPECIFIED

PLANT MIX

15" +/-

UNDISTURBED SUBGRADE

UNDISTURBED SUBGRADE

L5.02

L5.02

L5.02

L5.02

L5.02

L5.02

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

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:

PROJECT NAME

XXX

X

1/15/2020

PLANTING DETAILS

(CONT'D)

L5.03

NOT TO SCALE

TREE PLANTING1

L5.03

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.

IF NECESSARY, STAKING AND GUYING IS

RESPONSIBLE AND MAINTAINED BY THE

CONTRACTOR; AND SHALL BE REMOVED

BY THE SAME NO LATER THAN THE END OF

THE WARRANTY PERIOD UNLESS

OTHERWISE NOTED.

PLANTING PIT 2-3X ROOT BALL

TREE CALIPER / HEIGHT

MEASUREMENT SHALL

MEET ANSI-Z60.1

STANDARD CURRENT

EDITION FOR ROOT BALL

SIZE

NURSERY MARK

NORTH SIDE OF

TREE, TYP.

ROOT BALL MODIFIED AS REQUIRED

PER SPECIFICATIONS. SET ATOP

UNDISTURBED GRADE.

TRUNK FLARE TO BE FLUSH WITH

FINISHED GRADE

SOIL SAUCER AT PERIPHERY OF

BRANCHING ATOP FINISHED GRADE

MULCH RING PER

SPECIFICATIONS AND NOTES

FINISHED GRADING

AMENDED BACKFILL - SEE NOTES

AND SPECIFICATIONS. LIGHTLY

COMPACT AND WATER TO

ELIMINATE VOIDS.UNDISTURBED SUBGRADE

DREDGING SPOILS DEWATERING AREA

NOT TO SCALEL5.03

STRAW BALES, TO BE DISPOSED

OF WITH DREDGED SPOILS TO

TYPE II LANDFILL

DREDGED SPOILS

REINFORCED NON-POROUS

POLYPROYLENE TARP OR

APPROVED EQUAL

UNDISTURBED SUBGRADE

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

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:

PROJECT NAME

XXX

X

1/15/2020

PARK SIGN

DETAILS

L5.21

NOT TO SCALE

4' PARK SIGN INSTALLATION

L5.21

48"4"

20"

4" X 4" X 18" STEEL TUBE POST

4" X 4" X 18" STEEL CAP WELDED TO TUBE

48" X 20" GRAPHIC PANEL

4"

6" 48" X 8" RIDER (OPTIONAL)

12" X 12" X 12" STEEL MOUNTING PLATE

WELDED TO TUBE

STAINLESS STEEL ANCHOR BOLTS

4' W X 8' L CONCRETE SLAB

6" SAND COURSE

SLAB FLUSH WITH SURROUNDING TURF

NOTES:

SIGN SHALL BE 12" THICK SINGLE-SIDED OR

DOUBLE-SIDED PHENOLIC-FUSED PANEL

ALL STEEL POWDER COATED BLACK

60"

48"

20" 14"

16" DIA. HOLES DRILLED

TO ACCEPT 38" TORX HEAD

SECURITY SCREWS

SIGN GRAPHIC PROVIDED BY

GSD AT TIME OF FABRICATION

FRONT OF SIGN PANEL DETAIL

12"

12"

12" x 12" x 12" STEEL PLATE

16" DIA. HOLES DRILLED 1" FROM EDGE

4" X 4" X 18" STEEL SQUARE TUBE

TUBE AND PLATE WELDED TOGETHER

POWER COATED BLACK

MOUNTING PLATE DETAIL TOP VIEW - MOUNTING BRACKET

1 12"

2" X 2"X 18" STEEL ANGLE

WELDED TO TUBE

8"

72"4"

30"

4" X 4" X 18" STEEL TUBE POST

4" X 4" X 18" STEEL CAP WELDED TO TUBE

72" X 30" GRAPHIC PANEL

4"

8" 72" X 8" RIDER (OPTIONAL)

12" X 12" X 12" STEEL MOUNTING PLATE

WELDED TO TUBE

STAINLESS STEEL ANCHOR BOLTS

4' W X 10' L CONCRETE SLAB

6" SAND COURSE

SLAB FLUSH WITH SURROUNDING TURF

NOTES:

SIGN SHALL BE 34" THICK SINGLE-SIDED OR

DOUBLE-SIDED PHENOLIC-FUSED PANEL

ALL STEEL POWDER COATED BLACK

72"

8"

NOT TO SCALE

6' PARK SIGN INSTALLATION

L5.21

12"

12"

12" x 12" x 12" STEEL PLATE

16" DIA. HOLES DRILLED 1" FROM EDGE

4" X 4" X 18" STEEL SQUARE TUBE

TUBE AND PLATE WELDED TOGETHER

POWER COATED BLACK

MOUNTING PLATE DETAIL

TOP VIEW - MOUNTING BRACKET

1 12"

2" X 2"X 18" STEEL ANGLE

WELDED TO TUBE

16" DIA. HOLES DRILLED

TO ACCEPT 38" TORX HEAD

SECURITY SCREWS

SIGN GRAPHIC PROVIDED BY

GSD AT TIME OF FABRICATION

FRONT OF SIGN PANEL DETAIL

30"

72"

18"

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

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:

PROJECT NAME

XXX

X

1/15/2020

PERIMETER DETAILS

(CONT'D)

L5.18

6' CHAIN LINK FENCE W/O CONCRETE MAINT.STRIP

NOT TO SCALE

12"

6"

6' -0

10' MAX. POST SPACING

6' -0

14"

6"

L5.18

NOTES: ALL METAL PARTS SHALL BE VINYL COATED

UNLESS OTHERWISE SPECIFIED ALL FABRIC SHALL BE

SECURED WITH SURELOCKS PER SPECIFICATION IF NOT

SPECIFIED TWO PER EACH POST AND TWO PER 10'

SECTION RAILS

ELEVATION SECTION

15'-0" SS40 TOP RAIL POWDER COATED. SEE SPEC

DOME CAP

3" CORNER & END POSTS TYP. SS40

5 12' X 34" TENSION BANDS W/ TENSION BAR

AT CORNER AND END POSTS

2" MESH CHAIN LINK FABRIC 2" X 9" GAUGE

GALV. CORE TYPE 2A

2 12" LINE POST TYP. SCH 40

8" TRUSS ROD W/ TURNBUCKLE AT CORNERS

1 14" BOTTOM RAIL

TIES 24" O.C. ALONG TOP RAIL & SURLOC STAPLES

AT 2 PER RAIL & POST

COMPACTED SUBGRADE

CONCRETE FOOTING TYP.

COMPACTED SUBGRADE

FENCE POST

CONCRETE FOOTING TYP.

NOT TO SCALE

BOULDER, TYP.

L5.18

NOTE:

FLAT SURFACE SIDE TO BE PLACED ON THE GROUND. SIZE TO BE

4' ON ALL VERTICAL AND HORIZONTAL SIDES

BOULDER SIZE: 4' MIN. ON ALL

SIDES

INSTALL BOULDERS 5.5' END

OF BOULDER TO BEGINNING

OF NEXT

UNDISTURBED SUBGRADE

6X6 TREATED WOOD POST

CENTER IN EXCAVATION, AND

SET STRAIGHT AND PLUMB.

CHAMFER TOP OF POST, 4

SIDES

1X6 TREATED WOOD PLANKS,

DOG-EAR CORNERS 1" AT TOP.

OFFSET PLANKS FOR 4" GAP,

STAGGER SPACING ON

OPPOSITE SIDES TO CREATE 1"

OVERLAP OF PLANKS

2X4 TREATED WOOD STRINGER,

(3) REQ'D W/ EQ. SPACING,

ATTACH W/GALV SCREWS PER

SPECIFICATIONS.

7" 5"

12"

FR

O

ST

D

EP

TH

2"

6"

TYP

4"

TYP

6"

100" ON CENTER

6"

SINK POSTS STRAIGHT AND

PLUMB TO FROST DEPTH, SET

WITH CONCRETE. PROVIDE

POSITIVE DRAINAGE AWAY

FROM POST ALL AROUND

" P

LA

N

K

SHADOWBOX FENCE, 72" H

NOT TO SCALE

L5.18

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

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:

PROJECT NAME

XXX

X

1/15/2020

TRASH RECEPTACLE

DETAILS

L5.23

NOT TO SCALE

L5.23

TOP VIEW

SIDE VIEW

NOTE:

*ALL FINISHES TO BE POWDER COATED BLACK

TO BE CENTER ON 4' X 4' CONCRETE SLAB

ANTI-TIPPING RING FOR TRASH RECEPTACLE

H 11"

TOP

BOTTOM

STEP 1

1. FLIP GARBAGE RECEPTACLE OVER.

2. FIND CENTER OF CAN AND LOCATE RIDGE ACROSS BOTTOM.

SIDE VEIW

BOTTOM VIEW

1. WITH A SHARPIE MARK LOCATION OF HOLE TO DRILL ON RIDGE - HOLES SHOULD BE

AT 0" ON MEASURING TAPE AND 18" ON MEASURING TAPE

2. ROTATE MEASURING TAPE 90 DEGREES TO MARK OTHER 2 HOLES.

BOTTOM VIEW

1. DRILL (4) MARKED HOLES WITH 58" DRILL BIT.

NOT TO SCALE

L5.23

TRASH RECEPTACLE DRAINAGE HOLE DRILLING

STEP 2

STEP 3

RING: 1 14" STEEL ANGLE IRON (MIN. GAUGE OR 3

16" THICK)

FEET: 2 34"

HOLES: 12" TO ACCOMMODATE 38" CONCRETE BOLTS

DIA. 25 14"

LEGS: 1 14" STEEL ANGLE IRON (MIN. 7 GAUGE OR 3

16" THICK)

CENTER OF TRASH RECEPTACLE

RIDGE

CENTER OF TRASH RECEPTACLE

RIDGE

CENTER OF TRASH RECEPTACLE 9" FROM RIDGE

RIDGE

HOLE LOCATION ON RIDGE TYP.

OUTSIDE EDGE OF TRASH RECEPTACLE