DRAWING INDEX

FITZPATRICK - WARWICK PARK RENOVATIONS

CITY OF DETROIT

MARY SHEFFIELD, MAYOR

GENERAL SERVICES DEPARTMENT

CRYSTAL PERKINS, DIRECTOR

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

JEFF KLEIN, DEPUTY CHIEF OF LANDSCAPE ARCHITECTURE, PLA, FASLA

LANDSCAPE ARCHITECT & PROJECT MANAGER

JOHN DERUITER PLA, ASLA

18901 Fitzpatrick Detroit, Michigan

Date: 5/13/2026

1. SOIL EROSION AND SEDIMENTATION CONTROL

2. SOIL MAP

3. SITE PLAN (SHOWING PROJECT, AND WORK BY OTHERS)

4. PROJECT SITE PLAN AND SCOPE

5. TREE LIST AND ALTERNATE ITEM

6. CONSTRUCTION NOTES

7. PLANTING NOTES

8. SOIL NOTES

VICINITY MAP

FITZPATRICK - WARWICK PARK

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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

5/13/2026BID

FITZPATRICK

WARWICK PARK

IMPROVEMENTS

SOIL EROSION AND

SEDIMENTATION

CONTROL

1:40

NOT TO SCALE

TREE PROTECTION

QUANTITIES

SYMBOL DESCRIPTION TOTAL UNIT NOTES

SOIL EROSION AND

SEDIMENTATION

CONTROL

1 LS

CONTRACTOR RESPONSIBLE FOR ALL

SOIL CONTROL MEASURES FOR

DURATION OF PROJECT. AS NEEDED

TO KEEP SITE AND SURROUNDING

AREAS CLEAN.

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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. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COVER EXISTING IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COVER EXISTING INLETS WITH PROPER PROTECTIVE FABRIC, WITHIN THE WORK ZONE. J. 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. K. 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). L. 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. M. DIRT OR MUD TRACKED ONTO PAVED AREAS SHALL BE PROMPTLY DIRT OR MUD TRACKED ONTO PAVED AREAS SHALL BE PROMPTLY REMOVED AND CLEANED DAILY. N. 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. O. STORM WATER FROM SUBJECT SITE WILL NOT ADVERSELY IMPACT STORM WATER FROM SUBJECT SITE WILL NOT ADVERSELY IMPACT ADJACENT PROPERTIES. P. ALL DISTURBED AREAS SHALL RECEIVE PERMANENT EROSION CONTROL ALL DISTURBED AREAS SHALL RECEIVE PERMANENT EROSION CONTROL WITHIN 5 DAYS OF FINAL GRADING. Q. SOIL TYPE WITHIN SITE BOUNDARIES IS "URBANIZED SOILS." SOIL TYPE WITHIN SITE BOUNDARIES IS "URBANIZED SOILS."

AutoCAD SHX Text

SOIL EROSION AND SEDIMENTATION CONTROL NOTES:

AutoCAD SHX Text CONTRACTOR TO KEEP HEAVY EQUIPMENT FROM UNDER TREE DRIP LINES, WHEN POSSIBLE - PORTIONS OF THE PATH UNDER TREE CANOPY SHOULD BE INSTALLED WITH CARE TO KEEP ROOT DISTURBANCE TO A MINIMUM.

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MAINTAIN EXISTING GRADE

AutoCAD SHX Text NOTES: - ROOTS IN THE PATH OF CONSTRUCTION SHOULD BE CUT. ROOTS THAT ARE RIPPED OUT ROOTS IN THE PATH OF CONSTRUCTION SHOULD BE CUT. ROOTS THAT ARE RIPPED OUT WITH EQUIPMENT SHOULD HAVE A CLEAN CUT PRIOR TO RESTORATION - APPROVE SOIL CUTS WITH CITY REP PRIOR TO CONSTRUCTIONAPPROVE SOIL CUTS WITH CITY REP PRIOR TO CONSTRUCTION

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GENERAL NOTES

AutoCAD SHX Text A. CONTRACTOR SHOULD NOT IMPACT AREAS OF THE PARK THAT ARE NOT UNDER CONTRACTOR SHOULD NOT IMPACT AREAS OF THE PARK THAT ARE NOT UNDER CONSTRUCTION. ENTRANCES SHOULD BE DIRECTLY TO WORK AREAS. B. SOCCER FIELD IS IRRIGATED. CONTRACTOR SHALL NOT BRING HEAVY EQUIPMENT IN SOCCER FIELD IS IRRIGATED. CONTRACTOR SHALL NOT BRING HEAVY EQUIPMENT IN THOSE AREAS. CONTRACTOR RESPONSIBLE FOR ALL REPAIRS. C. CONTRACTOR AND GSD SHALL AGREE ON BASE CONDITIONS OF THE PARK, PRIOR TO CONTRACTOR AND GSD SHALL AGREE ON BASE CONDITIONS OF THE PARK, PRIOR TO ANY CONSTRUCTION. TO ENSURE RESTORATION RESPONSIBILITIES ARE CLEAR.

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

5/13/2026BID

FITZPATRICK

WARWICK PARK

IMPROVEMENTS

SOIL MAP

1:40

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

5/13/2026BID

FITZPATRICK

WARWICK PARK

IMPROVEMENTS

SITE PLAN

1:30

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TREE PLANTING (NOT SHOWN)

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

5/13/2026BID

FITZPATRICK

WARWICK PARK

IMPROVEMENTS

SITE PLAN

1:30

BID ITEMS

DESCRIPTION TOTAL UNIT NOTES

CONCRETE 9700 EACH

4" CONCRETE. PER GSD

STANDARDS AND SPECIFICATIONS.

INCLUDES ALL CONCRETE.

BASKETBALL COURT, BENCH/TABLE

PADS, WALKWAYS, ETC.

R.O.W. CONCRETE 950 PER DPW SPECIFICATIONS.

REQUIRES ROW PERMIT

TABLES 5 EACH

MYTCOAT 8' RECTANGULAR

INDEPENDENT PEDESTAL TABLE -

ACCESSIBLE -EXPANDED METAL -

SURFACE MOUNT - ADVANTAGE

COATING TRT08-A-10-001

BENCHES 5 EACH

MYTCOAT 6' BENCH WITH BACK -

EXPANDED METAL - SURFACE

MOUNT- ADVANTAGE COATING

BRT06-A-20-000

BASKETBALL COURT

SURFACING 1700 SF ACRYLIC COAT SURFACING.

PLEXIPAVE OR APPROVED EQUAL.

BASKETBALL HOOP 1 EACH GOALSETTER MVP SS46072G3

BASKETBALL WALL 1 EACH GAMETIME 5045SP

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TREE PLANTING (NOT SHOWN)

deruiterj Snapshot deruiterj Snapshot

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

5/13/2026BID

FITZPATRICK

WARWICK PARK

IMPROVEMENTS

SITE PLAN

1:30

ALTERNATE: FITNESS EQUIP

DESCRIPTION TOTAL UNIT NOTES

2 PERSON COMBO LAT PULL

AND VERTICAL PRESS 1 EACH GREENFIELDS SGR048C

2 PERSON LEG PRESS 1 EACH GREENFIELDS SGR102

2 PERSON COMBO

BUTTERFLY AND REVERSE

FLY

1 EACH GREENFIELDS SGR048E

ROWING MACHINE 1 EACH GREENFIELDS SGR091

4 PERSON LOWER LEG

COMBO 1 EACH GREENFIELDS SGR021

6" CONCRETE 900 SF

6" CONCRETE FOR SURFACE

MOUNTING EQUIPMENT. PER GSD

STANDARDS AND SPECIFICATIONS

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

5/13/2026BID

FITZPATRICK

WARWICK PARK

IMPROVEMENTS

CONSTRUCTION

NOTES

1:30

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.

STANDARD CONSTRUCTION NOTES

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

5/13/2026BID

FITZPATRICK

WARWICK PARK

IMPROVEMENTS

PLANTING NOTES

1:30

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

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

5/13/2026BID

FITZPATRICK

WARWICK PARK

IMPROVEMENTS

BACKFILL AND SOIL

NOTES

1:30

STANDARD BACKFILL AND TOPSOIL NOTES

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.