John Jakubowski Park Addendum 2.pdf

PDF 3 MB Posted Jul 16, 2024

Attached to: 761/24247. IND Jakubowski Park - Remedial Activities
Solicitation number: RFQ 171 240000000523 4
Issued by: Wayne County, Riverview City, Michigan

About this file

Written by GovTribe AI · Mar 13, 2026

This is Addendum No. 2 to the bidding documents for the John Jakubowski Park remediation and restoration project in River Rouge, Michigan, issued by the State of Michigan Department of Technology, Management & Budget, Design and Construction Division. The project involves the removal and proper disposal of contaminated soil and lead-based paint from park equipment, installation of a direct contact barrier system, and restoration of the park with new recreational facilities including baseball field components, playground equipment, dugouts, bleachers, pavilion shelter, fencing, and landscaping. The original bid opening date was July 11, 2024, with addendum distribution online at sigma.michigan.gov. Bidders are required to acknowledge receipt of this addendum on the modified Bid Summary form, and the addendum contents become part of the contract documents.

The addendum revises six sections of the original project manual, most notably replacing specifications for chain link fences and gates (Section 32 31 16) with complete 8-foot-high galvanized steel chain link fence systems featuring three-strand barbed wire, updating the submittal schedule (Section 01300 Table A) with specific timing requirements for pre-award, pre-construction, daily, and post-construction deliverables, and revising soil cover and restoration specifications (Section 32 90 00) to require borrow source certification demonstrating soil materials meet Michigan residential criteria through specific analytical testing methods. The contractor is responsible for all abatement, removal, transportation, and disposal of known or unknown lead-based paint on park and baseball field equipment at no additional cost to the owner. The addendum includes replacement drawing sets addressing site conditions, demolition plans, subgrade preparation, pavement and construction details, and restoration specifications across nine sheets.

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File	Type	Posted
Advertisement 24247.pdf	PDF	Jul 16, 2024
John Jakubowski Park Addendum 3.pdf	PDF	Jul 16, 2024
Specifications 24247.pdf	PDF	Jul 16, 2024
John Jakubowski Park Addendum 1.pdf	PDF	Jul 16, 2024

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STATE OF MICHIGAN Date Issued:

Department of Technology, Management & Budget DMB File #:

State Facilities Administration Department:

Design and Construction Division Project Name:

3111 W St. Joseph Street Lansing, Michigan 48917

Subject:

Bid Opening Date:

July 11, 2024

761/24247.IND

EGLE

John Jakubowski Park Addendum No. 2

July 17, 2024 at 2 PM local time

ADDENDUM NO. 2

To: All Bidders

SUBJECT: Amendments to the John Jakubowski Park project, Goodell Street, River Rouge, Michigan.

INTENT: This addendum is issued to revise the project manual. This addendum and all future addenda will be distributed online at the sigma.michigan.gov/webapp/PRDVSS2X1/AltSelfService website. It is the eligible Bidders’ responsibility to ensure that any potential subcontractors or suppliers that have the original version of the Contract Documents are aware of the contents of all addenda.

REVISIONS

1. Section 010101, 1.02.K Replace “Following placement of the soil cover, CONTRACTOR shall install new park and baseball field components to match existing components, except as noted on the Drawings.”

With “Note that existing swing set and pavilion structure contains confirmed lead-based paint.”

2. Section 01025, 1.04.A, Item 5 – Park and Baseball Field Component Removal, Staging, and Recycling/Disposal Add at end of bullet a.: “CONTRACTOR responsible for abatement, removal, transportation, disposal, and associated management of known or unknown lead-based paint on park and baseball field equipment at no additional cost to the OWNER.”

3. Section 01300, Table A Replace with Table A in Attachment 1

4. Replace the entirety of Section 32 31 16 with that provided in Attachment 2

5. Section 32 90 00, 2.03 Add the following as bullet C.:

C. The CONTRACTOR shall demonstrate, by selecting a borrow source that provides by certification that the soil materials are below Michigan residential criteria using the following analytical methods: volatile organic compounds (Method SW 8260B), semi-volatile organic compounds (Method SW 8270C), polychlorinated biphenyls (Method SW 8082C), metals (Method 6020/200.8:

arsenic, barium, cadmium, chromium, copper, lead, selenium, silver and zinc), Mercury (Method 7471A), 1,4-Dioxane (Method 8260B SIM), and pesticides (Method SW 8081). If total chromium is detected in exceedance of Michigan criteria for hexavalent chromium a speciation analysis shall be performed.

John Jakubowski Park Addendum #2 July 9, 2024

6. Drawings

Replace entire drawing set with that in Attachment 3

Acknowledgement of this Addendum shall be made in the space provided on the modified “Bid Summary” form. The changes and information in this Addendum shall become part of the Contract Documents.

WSP Michigan, Inc.

Anita Emery-DeVisser Site Manager

Attachment 1

Section 01300, Table A

SPECIFICATION SUBMITTAL ITEM SCHEDULE

Pre-Award Upon Identification of Apparent Low Bidders

00100 Equipment cut sheets Pre-Construction Within 10 days of receipt of notice of bid win 01010 On-Site personnel’s 40-hour OSHA

HAZWOPER and 8-hour refresher training records

01010 Schedule of Values 01010 Submittals List 01100 Spill Control and Contingency Plan 01100 Waste Management Plan 01400 Construction Quality Assurance Plan 00 73 19 Site-Specific Health and Safety Plan

(HASP)

01 32 16 Construction Progress Schedule 02 21 00 Surveyor Qualifications 02 41 00 Work Plan 02 61 01 List of Proposed Disposal and/or

Recycling Facilities

02 61 00, 02 61 13 Completed Waste Profiles 02 61 01, 02 61 13 Copies of the Written Notification to

All Rental Companies Concerning the Intended Use of Rental Equipment

31 00 00 Quality Control Testing Laboratory (QCTL) Name and Qualifications

31 00 00, 32 90 00 Soil laboratory analysis 31 05 19.13 Demarcation Material Specifications and Cut Sheets

31 25 00 CONTRACTOR’s Certified Storm Water Operator (CSWO) Certificate

31 25 00 Erosion and Sedimentation Controls Plan

31 25 00 Permits 32 31 16 Fence and Gate cut sheets 33 00 00 MISSDIG Ticket Number and Expiration

Date

33 00 00 Drawing MISSDIG Marked Utilities 44 11 00 Dust Control Plan During Construction By next day 10 am to the

PROFESSIONAL

01010 Waste Disposal Approval Letter from the landfill

01010 Waste Disposal Tickets 01010 Data sheets and/or vendor certifications for materials used on site

00 73 19 Safety Logs, Reports, and Recordkeeping

01 32 16 Construction Progress Schedule Updates

01 78 39 Contractor Daily Log 01 78 39 OSHA Excavation and Trenching

Checklist

02 21 00 Survey Reports 02 61 01, 02 61 13 Waste Manifests

SPECIFICATION SUBMITTAL ITEM SCHEDULE

02 61 01 Weigh Tickets 31 25 00 SESC Inspection and Maintenance Log 31 00 00 Soil compaction testing results Post Construction After onsite work is completed, prior to final payment Receipts 01010 Final Project Report 01 78 39 Project Record Documents 01 78 39 As-built drawings 02 61 01 Final manifests and weight slips

Attachment 2

Bid Specifications, Section 32 31 16

CHAIN LINK FENCES AND GATES SECTION 32 31 16

John Jakubowski Park Page 1 of 5 SECTION 32 31 16 - CHAIN LINK FENCES AND GATES_rev1.docx

PART 1: GENERAL

1.01 DESCRIPTION OF WORK

A. Furnish and install 8-foot-high chain link steel fences with barbed wire, facing out of the property as shown on the Drawings.

B. The steel chain link fences include galvanized steel systems with three-stand barbed wire on top.

1.02 REFERENCES

A. Publications listed below form a part of this Specification to the extent referenced.

Publications are referred to in text by the basic designation only.

B. Chain Link Fence Manufacturer's Institute (CLFMI):

1. Galvanized Steel Chain Link Fence Fabric.

C. American Society of Testing and Materials (ASTM):

1. ASTM A 53 Specification for Pipe, Steel, Black and Hot-Dipped Zinc-Coated Welded and Seamless.

2. ASTM A 121 Specification for Zinc-Coated (Galvanized) Steel Barbed Wire.

3. ASTM A 123 Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and

Steel Products.

4. ASTM A 153 Specification for Zinc Coating (Hot-Dip) on Iron and Steel

Hardware.

5. ASTM A 392 Standard Specification for Zinc Coated Steel Chain Link Fence

Fabric.

6. ASTM C 33 Specification for Concrete Aggregates.

7. ASTM C 150 Specification for Portland Cement.

1.03 QUALITY ASSURANCE

A. Standards of Manufacture: Comply with standards of the Chain Link Fence Manufacturer's Institute for "Galvanized Steel Chain Link Fence Fabric" and as herein specified.

B. Provide each type of galvanized steel fence as a complete unit produced by a single manufacturer, including necessary erection accessories, fittings and fastenings.

1.04 SUBMITTALS

A. Provide information on the fencing, post, barbed wire and other appurtenances to be provided in accordance with Section 01300, “Submittals”.

PART 2: PRODUCTS

2.01 GENERAL

A. Pipe sizes indicated are commercial pipe sizes.

B. Tube sizes indicated are nominal outside dimension.

John Jakubowski Park Page 2 of 5 SECTION 32 31 16 - CHAIN LINK FENCES AND GATES_rev1.docx

C. Roll-formed "C" section sizes are the nominal outside dimensions.

2.02 FINISH FOR FRAMEWORK AND APPURTENANCES

A. Furnish the following finishes for steel framework and appurtenances.

1. Galvanized finish with not less than minimum weight of zinc per square foot, complying with the following.

a. Pipe: ASTM A 120 (1.8 ounces zinc per square foot).

b. Square Tubing: ASTM A 123 (2.0 ounces zinc per square foot).

c. C-sections: ASTM A 123 (2.0 ounces zinc per square foot).

d. Hardware and Accessories: ASTM A 153 (zinc weight 1.2 ounce per square foot).

2.03 FABRIC

A. Furnish chain link fabric 8-feet-high as follows:

1. One-piece fabric widths.

a. No. 9 gage (0.148 inch) wires.

b. 2-inch mesh.

c. Top and bottom salvages twisted and barbed.

2. Galvanized finish with not less than 1.2 ounces zinc per square foot, complying with ASTM A 392, Class I.

2.04 POSTS, RAILS, AND BRACES

A. End, Corner, and Pull Posts: Furnish end, corner, and pull posts of minimum sizes and weights as follows:

1. 2 ½-inch schedule 40 galvanized steel pipe.

B. Line Posts: Furnish line posts of minimum sizes and weights as follows: Space posts 10 feet on center maximum, unless otherwise indicated.

1. 2-inch schedule 40 galvanized steel pipe.

C. Post Brace Assembly: Furnish bracing assemblies at end posts and at both sides of corner and pull posts, with horizontal brace located at mid-height of fabric.

1. Use 1 ¼-inch schedule 40 galvanized steel pipe for horizontal brace and 3/8-inch diameter galvanized steel rod with turnbuckle for diagonal truss.

D. Tension Wire: Furnish tension wire consisting of galvanized 7 gage coiled spring wire.

1. Locate at top of fabric only.

E. Barbed Wire Supporting Arms: Furnish pressed steel, wrought iron, or malleable iron barbed wire supporting arms, complete with provision for anchorage to posts and attaching 3 rows of barbed wire to each arm. Supporting arms may be either attached to posts or integral with post top weather cap. Provide following type:

1. Single 45-degree arm, one for each post.

F. Barbed Wire: 3 strand, 12 1/2 gage wire with 14 gage, 4-point barbs spaced 5 inches on center, as follows:

1. Galvanized, complying with ASTM A 121, Class 3.

G. Post Tops:

1. Pressed steel, cast iron, or cast aluminum, designed as a weathertight closure cap (for tubular posts).

John Jakubowski Park Page 3 of 5 SECTION 32 31 16 - CHAIN LINK FENCES AND GATES_rev1.docx

2. Furnish one cap for each post unless equal protection is afforded by combination post top cap and barbed wire supporting arm, where barbed wire is required.

3. Furnish caps with openings to permit through passage of the top rail.

H. Stretcher Bars:

1. One piece lengths equal to full height of fabric, with a minimum cross-section of 3/16 inch by 3/4 inch.

2. Provide 1 galvanized stretcher bar for each end post, and 2 for each corner and pull post, except where fabric is integrally woven into the post.

I. Stretcher Bar Bands:

1. Steel, wrought iron, or malleable iron, spaced not over 15 inches on center to secure stretcher bars to end, corner, pull, and gate posts.

2. Bands may also be used with special fittings for securing rails to end, corner, pull and gate posts.

J. Gate

1. Automatic gate backstop set in concrete base, 6-inch diameter x 1 feet 6 inches, for each gate when opened.

2. Provide 5/8-inch latch rod with 1.66 inch nominal outside diameter pipe socket for latch rod. Provide center stop concrete for latch rod. See drawings for details and dimensions.

2.05 MISCELLANEOUS MATERIALS AND ACCESSORIES

A. Wire Ties

1. For Tying Fabric To:

a. Line Posts: Use 9 gage wire ties spaced 12 inches on center.

b. Rails and Braces: Use 9 gage wire ties spaced 24 inches on center.

c. Tension Wire: Use 11 gage hog rings spaced 24 inches on center.

2. Finish of ties to match fabric finish.

3. Manufacturer's standard procedure will be accepted if of equal strength and durability.

B. Concrete

1. Provide concrete consisting of Portland cement complying with ASTM C 150, aggregates complying with ASTM C 33, and water from a potable water supply.

2. Mix materials to obtain concrete with a minimum 28-day compressive strength of

3000 psi, using at least 5.5 sacks of Type II cement per cubic yards, 4-inch maximum size aggregate, maximum 4-inch slump, and 4.5 percent to 6.5 percent entrained air.

PART 3: EXECUTION

3.01 EXAMINATION

A. Examine conditions under which fence is to be installed and notify the PROFESSIONAL in writing of conditions detrimental to proper and timely completion of work.

B. Do Not proceed with work until unsatisfactory conditions have been corrected in a manner acceptable to the PROFESSIONAL.

John Jakubowski Park Page 4 of 5 SECTION 32 31 16 - CHAIN LINK FENCES AND GATES_rev1.docx

3.02 INSTALLATION

A. Posts

1. Corner and gate posts must be excavated and set in concrete.

2. Line posts can be driven.

B. Excavation

1. Drill holes for post footings in firm, undisturbed or compacted soil.

2. Unless otherwise indicated, excavate a 12-inch diameter hole with depths approximately 6 inches lower than post bottom, with bottom of posts set not less than 36 inches below surface.

3. Spread soil from excavations uniformly adjacent to fence line, or on adjacent areas of site, as directed.

C. Setting Posts in Concrete

1. Remove loose and foreign materials from sides and bottoms of holes, and moisten soil prior to placing concrete.

2. Center and align posts in holes 6 inches above bottom of excavation.

3. Place concrete around posts in a continuous pour and vibrate or tamp for consolidation. Check each post for vertical and top alignment and hold in position during placement and finishing operations.

4. Trowel finish top of footings 6 inches below final grade, and slope or dome to direct water away from posts. Set keeps, stops, sleeves and other accessories into concrete as required.

5. Keep exposed concrete surfaces moist for at least 7 days after placement, or cure with membrane curing materials, or other acceptable curing method. Backfill over footings.

6. Grout-in posts set into sleeved holes or concrete constructions with non-shrink Portland cement grout, or other acceptable grouting material.

D. Concrete Strength

1. Allow concrete to attain at least 75 percent of its minimum 28-day compressive strength, but in no case sooner than 7 days after placement, before rails, tension wires, barbed wire or fabric is installed.

2. Do not stretch tension fabric and wires until concrete has attained its full design strength.

E. Brace Assemblies

1. Install braces so posts are plumb when diagonal rod is under proper tension.

F. Tension Wire

1. Install tension wires by weaving through fabric and tying to each post with not less than 6 gage galvanized wire, or by securing wire to fabric.

G. Fabric

1. Leave approximately 2 inches between finish grade and bottom salvage, except where bottom of fabric extends into concrete.

2. Pull fabric taut and tie to posts, rails, and tension wires.

3. Install fabric on outside of fence, and anchor to framework so that fabric remains in tension after pulling force is released.

H. Repair damaged coatings in shop or during field erection by recoating with manufacturer's recommended repair compound, applied per manufacturer's directions.

John Jakubowski Park Page 5 of 5 SECTION 32 31 16 - CHAIN LINK FENCES AND GATES_rev1.docx

I. Stretcher Bars

1. Thread through or clamp to fabric 4 inches on center, and secure to posts with metal bands spaced 15 inches on center.

J. Barbed Wire

1. Install 3 parallel wires on each extension arm; angled toward outside of fence.

2. Pull wire taut and fasten securely to each extension arm.

K. Tie Wires

1. Use U-shaped wire, conforming to diameter of pipe. Clasp pipe and fabric firmly with ends twisted at least 2 full turns.

2. Bend ends of wire to minimize hazard to persons or clothing.

L. Fasteners

1. Install nuts for tension band and hardware bolts on side of fence opposite fabric side.

2. Peen ends of bolts or score threads to prevent removal of nuts.

-- END OF SECTION --

Attachment 3

Bid Specifications, Drawing Set

E N

O N

M E

N T

F R

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T R

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1 2 3 4 5 6

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0

DATE

DWG

SHEET

D R

T H

O F

, I N

G A

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D P

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D /O

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B Y

OF 9

PROJECT NUMBER

F O

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7/9/2024

7/ 9/

A D

D U

SITE LOCATIONWAYNE COUNTY,

MICHIGAN

SITE LOCATION

G-001

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C:\Users\USBH716328\OneDrive - WSP O365\Documents\John Jakubowski Park\Sheets\G-001.dwg Wednesday, June 12, 2024 9:56:04 AM Hurry, Brian

· SHEET 1 : G-001 COVER SHEET

· SHEET 2 : G-002 NOTES, LEGEND AND ABBREVIATIONS

· SHEET 3 : C-101 EXISTING CONDITIONS

· SHEET 4 : C-102 DEMOLITION PLAN

· SHEET 5 : C-103 SUBGRADE PLAN

· SHEET 6 : C-104 PAVEMENT AND CONSTRUCTION PLAN

· SHEET 7 : C-105 RESTORATION PLAN

· SHEET 8 : C-301 DETAILS

· SHEET 9 : C-302 SECTIONS

INCLUDED

THIS

SUBMITTAL

SHEET

NUMBER

DRAWING

TITLE

DRAWING INDEX

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VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0

DATE

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SHEET

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7/9/2024

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LEGEND

PROPOSED:

GENERAL NOTES:

1. WORK PERFORMED UNDER THIS CONTRACT SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL LAWS, REGULATIONS, CODES, REQUIREMENTS AND STANDARDS, INCLUDING REVISIONS TO DATE OF CONTRACT OR

REVISIONS TO CONTRACT.

2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING CONDITIONS, LOCATIONS, DIMENSIONS, SIZES, UTILITIES, AND OBSTACLES PRIOR TO COMMENCING WORK. ANY CONFLICTS WITH DETAILS AND NOTES SHALL BE

BROUGHT IN WRITING TO THE IMMEDIATE ATTENTION OF THE PROFESSIONAL.

3. WHERE NOTES CONFLICT WITH ANY DRAWING, THE MOST RESTRICTIVE SHALL APPLY. WHERE CONFLICTS EXIST, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROFESSIONAL IN WRITING. NO CHANGES OR ADDITIONS TO THE SCOPE OF WORK DEPICTED HEREIN SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE PROFESSIONAL.

4. CONTRACTOR SHALL OBTAIN AND PAY FOR ANY/ALL NECESSARY PERMITS AND LICENSES AND SCHEDULE ANY REQUIRED INSPECTIONS. THE CONTRACTOR SHALL MAINTAIN COPIES OF ANY PERMITS AT THE JOB SITE FOR AGENCY INSPECTION AND PROVIDE A COPY TO THE PROFESSIONAL PRIOR TO BEGINNING WORK.

5. CONTRACTOR SUBMITTALS AND SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE PROFESSIONAL

PRIOR TO PERFORMING WORK ON SITE.

6. UNLESS OTHERWISE STATED, CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, AND

DEVICES TO COMPLETE THE WORK.

7. ALL WORK SHALL BE PERFORMED BY LICENSED TRADESMEN AND IN ACCORDANCE WITH LOCAL CODE AND FACILITY REQUIREMENTS. THE CONTRACTOR SHALL MAINTAIN COPIES OF ANY PERMITS AT THE JOB SITE FOR AGENCY INSPECTION AND PROVIDE A COPY TO THE PROFESSIONAL PRIOR TO BEGINNING WORK. ALL WORK PERFORMED IS REQUIRED TO BE COMPLETED IN ACCORDANCE WITH LOCAL, STATE, AND FACILITY HEALTH AND

SAFETY REQUIREMENTS.

8. UTILITY CROSSINGS AND DEPTHS WITHIN THE PARCEL BOUNDARIES ARE UNKNOWN. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE UTILITY LOCATIONS AND DEPTHS PRIOR TO CONSTRUCTION.

9. THE CONTRACTOR SHALL MAINTAIN AN ORDERLY AND CLEAN JOB SITE. THE CONTRACTOR SHALL REMOVE AND

PROPERLY DISPOSE OF ALL TRASH, DEBRIS, AND EXCESS MATERIALS.

10. THE CONTRACTOR'S LAYDOWN AREA FOR MATERIALS SHALL BE COORDINATED WITH THE PROFESSIONAL AND OTHER ON-SITE SUBCONTRACTORS. SECURITY FOR CONTRACTOR'S EQUIPMENT AND MATERIALS IS THE

RESPONSIBILITY OF THE CONTRACTOR.

11. ALL OPEN EXCAVATIONS SHALL BE SUPPORTED IN ACCORDANCE WITH APPLICABLE OSHA REQUIREMENTS AND THE

CONTRACTOR'S WORK PLAN.

12. STOCKPILES, ROLL OFFS, TRAILERS, AND ANY OTHER PROJECT MATERIAL SHALL BE ARRANGED IN LOCATIONS

APPROVED BY THE PROFESSIONAL.

13. ALL EMPLOYEES WHO WILL BE WORKING IN OR NEAR CONTAMINATED SOIL, WATER OR AIR SHALL HAVE SUCCESSFULLY COMPLETED AN OSHA 40-HR. HEALTH AND SAFETY TRAINING COURSE IN COMPLIANCE WITH OSHA

REGULATION 29 CFR 1910.120, AND SPECIFIC TRAINING FOR PROJECT SITE ACTIVITIES.

14. THE TERM "PROVIDE" SHALL HAVE THE SAME MEANING AS "FURNISH AND INSTALL".

15. WORK OF THIS CONTRACT SHALL COMPLY WITH ALL NATIONAL, STATE, AND LOCAL LAWS, REGULATIONS, CODES, REQUIREMENTS AND STANDARDS, INCLUDING REVISIONS TO DATE OF CONTRACT OR REVISIONS TO THE

CONTRACT.

16. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND LOCATIONS SHOWN PRIOR TO COMMENCING WORK. ANY CONFLICTS WITH DETAILS AND NOTES SHALL BE BROUGHT, IN WRITING, TO THE

IMMEDIATE ATTENTION OF THE PROFESSIONAL.

17. TO MAINTAIN SITE SECURITY, THE JOB SITE SHALL BE COMPLETELY SURROUNDED BY PERMANENT AND/OR TEMPORARY FENCING AT ALL TIMES WHEN WORK IS NOT BEING PERFORMED. FENCING SHALL BE MAINTAINED UNTIL THE EXCAVATION IS BACKFILLED AND COMPACTED. GATES SHALL BE LOCKED WHEN WORK IS NOT BEING

PERFORMED.

18. ANY OPEN EXCAVATIONS SHALL BE COMPLETELY SURROUNDED BY 6 FOOT TEMPORARY FENCING AT ALL TIMES WHEN WORK IS NOT BEING PERFORMED. FENCING SHALL BE MAINTAINED UNTIL THE EXCAVATION IS BACKFILLED

AND COMPACTED.

19. COMPACTED BACKFILL WILL BE TESTED IN ACCORDANCE WITH ASTM D1557 (MODIFIED) AND SHALL BE COMPLETED

BY AN INDEPENDENT THIRD PARTY HIRED BY THE CONTRACTOR.

20. DAMAGE TO ADJACENT PROPERTY DURING WORK SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR AND

AT NO ADDITIONAL EXPENSE TO OWNER.

21. CONTRACTOR SHALL COMPLY WITH ALL OWNER AND PROFESSIONAL CONTRACT, HEALTH AND SAFETY, AND

FACILITY RULES AND REQUIREMENTS.

22. CONTRACTOR SHALL PERFORM WORK OUTLINED IN THIS DRAWING SET AND REFER TO BID DOCUMENTS FOR

ADDITIONAL SCOPE OF WORK REQUIREMENTS.

23. LOCATION OF EXISTING UTILITY LINES IN THIS DRAWING SET ARE APPROXIMATE. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES (KNOWN AND UNKNOWN) WITHIN THE PROJECT LIMITS PRIOR TO COMMENCING WORK.

CONTRACTOR SHALL PREVENT UTILITY DAMAGE DURING WORK. THE CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY UTILITIES DAMAGED BY THE CONTRACTOR AND PROVIDE AT CONTRACTOR EXPENSE FOR SERVICE

CONTINUATION DURING REPAIRS.

AMERICAN SOCIETY FOR TESTING AND MATERIALS

MICHIGAN DEPARTMENT OF TRANSPORTATION

ELEVATION

FEET

INVERT

MINIMUM

NATIONAL POLLUTION

NOT TO SCALE

POUNDS PER SQUARE INCH

DIAMETER

ASTM

MDOT

ELEV.

INV.

MIN

NPDES

NTS

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NATIONAL GEODETIC VERTICAL DATUMNGVD

NORTH AMERICAN DATUM

NUMBER

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STORM DRAINSD

HOT MIX ASPHALTHMA

CONTROL POINTCP

SILT FENCESF

SEDIMENT BARRIERSB

DISCHARGE ELIMINATION SYSTEM

LOW

BELOW GROUND SURFACEBGS

ABBREVIATION:

- FENCE LINE

- CATCHBASIN

- CONCRETE SURFACE

- CURB CATCHBASIN

- SIGN

- PARCEL LINE

- TREE

- TREE LINE

- OVERHEAD POWER LINES

- MANHOLE

- LIGHT POLE

- STORM SEWER LINES

PROPOSED EXCAVATION

LIMITS OF WORK AND SILT FENCE/SEDIMENT BARRIER

FENCE

SEEDED AND MULCHED

DEMOLITION AREA

CONCRETE

ASPHALT

BASEBALL INFIELD MATERIAL

RUBBER MULCH

TEMPORARY PRIVACY FENCE

SEDIMENT BARRIER

SUBGRADE CONTOURS (1' AND 5')

FINAL GRADE CONTOURS (1' AND 5')

TREE

- GAS VALVE

- IRON PIN

- GAS METER

EXISTING:

- ASPHALT SB SB

C:\Users\USBH716328\OneDrive - WSP O365\Documents\John Jakubowski Park\Sheets\G-002.dwg Wednesday, June 12, 2024 9:56:04 AM Hurry, Brian

SIGN

12" TREE

18" TREE

14" TREE

10" TREE

12" TREE

24" TREE

15" RCP

INV=573.68

12" RCP

INV=573.82

TOP OF BANK

TOE OF SLOPE

C/L DITCH

TOP OF BANK

TOE OF SLOPE

CATCHBASIN

RIM EL. 573.26

(COULDN'T REMOVE LID)

10" SW PVC INV. 572.1'±

PAVILION

BIT DRIVE

BIT PARKING

BIT WALK

W A

CHAIN-LINK FENCE

WALL

CHAIN-LINK FENCE

BLEACHERS

A C

H E

R S

RICHTER

STREET

CHAIN-LINK FENCE

STORM MANHOLE

RIM EL. 575.22

8" PVC N. INV. 573.42

12" RCP NW INV. 569.22

10" RCP SW INV. 569.32

6" PVC S. INV. 573.12

10" RCP SE INV. 569.79

6" PVC NW INV. 572.6'±

CATCHBASIN

RIM EL. 575.13

6" PVC N. INV. 573.11

CATCHBASIN

RIM EL. 575.03

6" PVC ENE INV. 572.80

GOODELL

STREET

FOUL LINE

POLE

FENCE POST

(TYP.)

FENCE RAIL (TYP.)

FENCE POST

(TYP.)

SWING SET

WOODED - MEDIUM

D U

G O

U T

DUGOUT

BENCH

FOUL LINE POLE

G O

O D

E E

E A

S T

A S

A N

T S

E T

LOWLOWLOWLOW

LOWLOW

LOWLOWLOWLOWLOW

LOW LOW LOW LOW LOW LOW LOW LOW LOW

E N

O N

M E

N T

F R

A S

T R

U C

T U

R E

, I N

A G

A N

D R

, S U

N O

V I, M

A N

P H

O N

-4

E B

W W

.W S

P .C

O M

P R

C T

D R

A W

S T

A T

U S

E N

N D

R R

C H

1 2 3 4 5 6

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0

DATE

DWG

SHEET

D R

T H

O F

, I N

G A

A N

D P

, A N

D /O

R C

O N

A N

S U

C O

N D

N T

H E

R S

N O

R O

D U

C E

D R

G , I

N W

H O

R P

T, N O

R T

H E

L D

, N O

R T

H E

O F

D R

G F

O R

A N

T H

B Y

OF 9

PROJECT NUMBER

F O

R B

7/9/2024

7/ 9/

A D

D U

C-101

G C

O N

SCALE: 1" = 20'

CITY OF RIVER ROUGE

WAYNE COUNTY, MICHIGAN

Contour Interval = 1 foot

N D

C O

C T

H N

I P

K R

R O

U G

E, M

NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR PROCURING ANY NECESSARY PERMITS,

INCLUDING, BUT NOT LIMITED TO, RIGHT-OF-WAY, RIGHT-OF-ENTRY, AND SOIL EROSION

AND SEDIMENTATION CONTROL (SESC).

2. CONTRACTOR SHALL INSTALL SESC PROTECTION ALONG THE LIMITS OF WORK AS

SHOWN ON THE DRAWINGS. CONTRACTOR SHALL INSTALL SESC PROTECTION TO

STORM DRAINS OR CATCH BASINS THAT WERE NOT IDENTIFIED ON THIS DRAWING BUT

ARE FOUND TO BE PRESENT AT THE SITE.

C:\Users\USBH716328\OneDrive - WSP O365\Documents\John Jakubowski Park\Sheets\C-101.dwg Tuesday, January 19, 2021 9:04:19 AM Hurry, Brian

SEDIMENT FILTERS SHALL BE

INSTALLED IN ALL CURB

INLETS/CATCH BASINS

SURROUNDING THE SITE,

INCLUDING THOSE THAT WERE NOT

IDENTIFIED ON THIS DRAWING

C-301

BENCHMARKS:

BM A - SET GEARSPIKE IN N. FACE OF LIGHT POLE, JOHN JAKUBOWSKI PARK.

NAVD88 EL. 577.289

COORDINATE NOTE:

COORDINATE SYSTEM:STATE PLANE GRID

MICHIGAN SOUTH 2113

ELLIPSOID: GRS 80

HORIZONTAL DATUM: NAD 83 (CORS 2011)

VERTICAL DATUM: NAVD 88

GEOID 18

INTERNATIONAL FEET

RICHTER

STREET

GOODELL

STREET

G O

O D

E E

E A

S T

A S

A N

T S

E T

LOWLOWLOWLOW

LOWLOW

LOWLOWLOWLOWLOW

LOW LOW LOW LOW LOW LOW LOW LOW LOW

SBSBSBSBSBSBSBSBSBSBSBSBSBSB

SBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSBSB

SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB

E N

O N

M E

N T

F R

A S

T R

U C

T U

R E

, I N

A G

A N

D R

, S U

N O

V I, M

A N

P H

O N

-4

E B

W W

.W S

P .C

O M

P R

C T

D R

A W

S T

A T

U S

E N

N D

R R

C H

1 2 3 4 5 6

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0

DATE

DWG

SHEET

D R

T H

O F

, I N

G A

A N

D P

, A N

D /O

R C

O N

A N

S U

C O

N D

N T

H E

R S

N O

R O

D U

C E

D R

G , I

N W

H O

R P

T, N O

R T

H E

L D

, N O

R T

H E

O F

D R

G F

O R

A N

T H

B Y

OF 9

PROJECT NUMBER

F O

R B

7/9/2024

7/ 9/

A D

D U

C-102

C O

C T

H N

I P

K R

R O

U G

E, M

SCALE: 1" = 20'

CITY OF RIVER ROUGE

WAYNE COUNTY, MICHIGAN

Contour Interval = 1 foot

REMOVE EAST FENCE

LIMITS OF WORK

REMOVE ASPHALT

PATHWAY.

REMOVE ASPHALT

PARKING LOT AND DRIVE

REMOVE FENCING,

BACKSTOP, BENCHES

AND STRUCTURES

REMOVE BLEACHERS

REMOVE PAVILION

STRUCTURE AND

CONCRETE SLAB

REMOVE

SWINGSET

REMOVE FOUL

LINE POLE

REMOVE FOUL

LINE POLE

REMOVE POST

AND RAIL FENCE

AND POSTS

REMOVE

GATE POSTS

SAWCUT ASPHALT ALONG EDGE

OF HARRIS ST. PAVEMENT

REMOVE POST AND

RAIL FENCE AND POSTS

PROTECT TREES

REMOVE TREES

REMOVE FENCE ALONG NORTH

BOUNDARY - SALVAGE MATERIAL

FOR REUSE ON REPLACEMENT

FENCE TO EXTENT PRACTICAL

PROTECT WALL

PROTECT

LIGHTPOLE

PROTECT TREES

SEDIMENT BARRIER OR SILT

FENCE TO BE INSTALLED

ALONG LIMITS OF WORK PRIOR

TO DEMOLITION

TEMPORARY PRIVACY

FENCING TO BE INSTALLED

AROUND THE LIMITS OF WORK

PRIOR TO DEMOLITION

C-301

NOTES:

1. SEE DRAWING G-002 FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS.

2. CONTRACTOR SHALL DESIGN TRUCK ROUTES AND PERFORM NECESSARY STEPS AND

DEMONSTRATE IN THEIR BID SUBMITTAL TO ENSURE THAT NO CONTAMINATION FROM

THE SITE IS LEAVING THE SITE THROUGH TRUCK TIRES OR BY ANY OTHER MEANS.

ANY COSTS FOR PROPOSED TEMPORARY CONSTRUCTION ROADS DEEMED

NECESSARY BY THE CONTRACTOR (EXAMPLE SHOWN IN C-301) SHALL BE INCLUDED IN

THE BID SUBMITTAL BY THE CONTRACTOR.

3. CONTRACTOR LAYDOWN, STAGING, PARKING, TRAFFIC PATTERNS AND ENTRANCES,

AND OTHER CONSTRUCTION RELATED AREAS ARE NOT SHOWN AND UP TO THE

CONTRACTORS DISCRETION, DIRECT LOADING OF SOILS IS PREFERRED WHENEVER

FEASIBLE.

4. SWING SET AND AND PAVILION STRUCTURE ARE KNOWN TO CONTAIN LEAD-BASED

PAINT. DEMOLISH IN ACCORDANCE WITH APPENDIX III, SPECIAL PROJECT

PROCEDURES OF THE SPECIFICATIONS, AS AMENDED.

C:\Users\USBH716328\OneDrive - WSP O365\Documents\John Jakubowski Park\Sheets\C-102.dwg Tuesday, January 19, 2021 9:04:19 AM Hurry, Brian

SITE ENTRANCE

C-301

REMOVE TREES

14" TREE

10" TREE

15" RCP

INV=573.68

12" RCP

INV=573.82

LOWLOWLOWLOW

LOWLOW

LOWLOWLOWLOWLOW

LOW LOW LOW LOW LOW LOW LOW LOW LOW

C -302

-2.0%

-5.0%

-5 .0

-2.0%

-2 .0

-5.2%

-6.2%

-2 .1

%C-302

C-302

E N

O N

M E

N T

F R

A S

T R

U C

T U

R E

, I N

A G

A N

D R

, S U

N O

V I, M

A N

P H

O N

-4

E B

W W

.W S

P .C

O M

P R

C T

D R

A W

S T

A T

U S

E N

N D

R R

C H

1 2 3 4 5 6

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0

DATE

DWG

SHEET

D R

T H

O F

, I N

G A

A N

D P

, A N

D /O

R C

O N

A N

S U

C O

N D

N T

H E

R S

N O

R O

D U

C E

D R

G , I

N W

H O

R P

T, N O

R T

H E

L D

, N O

R T

H E

O F

D R

G F

O R

A N

T H

B Y

OF 9

PROJECT NUMBER

F O

R B

7/9/2024

7/ 9/

A D

D U

C-103

NOTES:

1. SEE DRAWING G-002 FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS.

2. REMOVE VEGETATION AND CUT GRASS AS SHORT AS PRACTICAL PRIOR TO

PLACING DEMARCATION FABRIC AND SOIL COVER.

C O

C T

H N

I P

K R

R O

U G

E, M

SCALE: 1" = 20'

CITY OF RIVER ROUGE

WAYNE COUNTY, MICHIGAN

Contour Interval = 1 foot

NO MECHANICAL DIGGING WITHIN

5 FEET OUTSIDE CROWN OF TREES

. HAND DIG AROUND ROOTS TAKING

CARE TO NOT DAMAGE. PROVIDE FULL

18-INCH COVER TO EXTENT PRACTICAL

C:\Users\USBH716328\OneDrive - WSP O365\Documents\John Jakubowski Park\Sheets\C-103.dwg Tuesday, January 19, 2021 9:04:19 AM Hurry, Brian

EXCAVATE ADDITIONAL 2' DEEP IN AREA

OF PLAYGROUND EQUIPMENT

X X

XXXXXX

X X

LOWLOWLOWLOW

LOWLOW

LOWLOWLOWLOWLOW

LOW LOW LOW LOW LOW LOW LOW LOW LOW

15'

45'-9"

E N

O N

M E

N T

F R

A S

T R

U C

T U

R E

, I N

A G

A N

D R

, S U

N O

V I, M

A N

P H

O N

-4

E B

W W

.W S

P .C

O M

P R

C T

D R

A W

S T

A T

U S

E N

N D

R R

C H

1 2 3 4 5 6

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0

DATE

DWG

SHEET

D R

T H

O F

, I N

G A

A N

D P

, A N

D /O

R C

O N

A N

S U

C O

N D

N T

H E

R S

N O

R O

D U

C E

D R

G , I

N W

H O

R P

T, N O

R T

H E

L D

, N O

R T

H E

O F

D R

G F

O R

A N

T H

B Y

OF 9

PROJECT NUMBER

F O

R B

7/9/2024

7/ 9/

A D

D U

C-104

D C

O N

U C

N P

C O

C T

H N

I P

K R

R O

U G

E, M

EXTENT OF 18" SOIL COVER

NO MECHANICAL DIGGING WITHIN

5 FEET OUTSIDE CROWN OF TREES

. HAND DIG AROUND ROOTS TAKING

CARE TO NOT DAMAGE. PROVIDE FULL

18-INCH COVER TO EXTENT PRACTICAL

NOTES:

1. SEE DRAWING G-002 FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS.

2. CONTRACTOR SHALL DESIGN TRUCK ROUTES AND PERFORM NECESSARY STEPS

AND DEMONSTRATE IN THEIR BID SUBMITTAL TO ENSURE THAT NO CONTAMINATION

FROM THE SITE IS LEAVING THE SITE THROUGH TRUCK TIRES OR BY ANY OTHER

MEANS. ANY COSTS FOR PROPOSED TEMPORARY CONSTRUCTION ROADS DEEMED

NECESSARY BY THE CONTRACTOR (EXAMPLE SHOWN IN C-301) SHALL BE INCLUDED

IN THE BID SUBMITTAL BY THE CONTRACTOR.

3. CONTRACTOR LAYDOWN, STAGING, PARKING, TRAFFIC PATTERNS AND ENTRANCES,

AND OTHER CONSTRUCTION RELATED AREAS ARE NOT SHOWN AND UP TO THE

CONTRACTORS DISCRETION, DIRECT LOADING OF SOILS IS PREFERRED WHENEVER

FEASIBLE.

4. REMOVE VEGETATION AND CUT GRASS AS SHORT AS PRACTICAL PRIOR TO PLACING

DEMARCATION FABRIC AND SOIL COVER.

5. CONCRETE AND ASPHALT SHALL BE INSTALLED IN ACCORDANCE WITH MICHIGAN

DEPARTMENT OF TRANSPORTATION AND CITY OF RIVER ROUGE SPECIFICATIONS

AND PERMITS.

6. CONCRETE SHALL BE A MIN. 4 INCHES THICK UNDERLAIN BY A MIN. 4-INCH MDOT

CLASS 2 SAND LAYER. ASPHALT SHALL HAVE A 2.5-INCH MIN. BASE LAYER AND A

1.5-INCH MIN. SURFACE LAYER, UNDERLAIN BY A MIN. 6-INCH DGA LAYER.

SCALE: 1" = 20'

CITY OF RIVER ROUGE

WAYNE COUNTY, MICHIGAN

Contour Interval = 1 foot

EXTENT OF 18" SOIL COVER

PLAYGROUND AREAINSTALL CONCRETE PAD

INSTALL AMERICAN PARKS COMPANY

SINGLE TIER SQUARE STEEL

SHELTER, 20'X20', MODEL NO.

STSQUARESHELTER, OR EQUIVALENT

AS APPROVED. VERIFY COLOR WITH

OWNER BEFORE ORDERING.

INSTALL PAIR OF JW INDUSTRIES 10' x 30'

DUGOUT, MODEL NO. DUG-10-30, OR

EQUIVALENT AS APPROVED. INCLUDE CHAINLINK

FENCE ON 3 SIDES AS SHOWN. INSTALL PER

MANUFACTURERS RECOMMENDATIONS

INSTALL DUG-OUT

AND BENCH

INSTALL JW INDUSTRIES 19'L 5-ROW

STANDARD ALUMINUM BLEACHERS,

MODEL NO. 5R19A-1GR, OR

EQUIVALENT AS APPROVED.

INSTALL PER MANUFACTURERS

RECOMMENDATIONS

INSTALL POST AND

RAIL FENCE TO

MATCH EXISTING

INSTALL TIGER TEETH SWING SENTINEL 20'

MANUAL DOUBLE LEAF SWING BARRIER GATE ARM

- GALVANIZED, MODEL NO. SMH-14020-20 OR

EQUIVALENT AS APPROVED. INSTALL PER

MANUFACTURER'S RECOMMENDATIONS

INSTALL 5' WIDE SIDEWALK

INSTALL PAIR OF JAYPRO SPORTS

COLLEGIATE 20' YELLOW FOUL POLES,

MODEL NO. BBCFP-20, OR EQUIVALENT

AS APPROVED. INSTALL PER

MANUFACTURERS RECOMMENDATIONS

INSTALL FOUL LINE POLE

INSTALL ORANGE DEMARCATION GEOTEXTILE

FABRIC BELOW 14 INCHES OF COMMON FILL AND

4 INCHES OF TOPSOIL. CUT EDGES TO 18" FOR

SMOOTH TRANSITION TO SURROUNDING GRADE

AND SLOPE UP AS INDICATED (SEE DETAIL).

8'-0" WIDE ASPHALT WALKING PATH

C:\Users\USBH716328\OneDrive - WSP O365\Documents\John Jakubowski Park\Sheets\C-104.dwg Tuesday, January 19, 2021 9:04:19 AM Hurry, Brian

INSTALL POST AND

RAIL FENCE TO

MATCH EXISTING

ASPHALT PARKING LOT

INSTALL PLAYCRAFT SYSTEMS 3.5" ARCH SWING

(2FB), MODEL NO. A2-2123-2FB, OR EQUIVALENT AS

APPROVED. ORDER SWING SETS AS A CONNECTED

SET WITH SHARED CENTER SUPPORT. INSTALL PER

MANUFACTURER'S RECOMMENDATIONS.

INSTALL PLAYCRAFT SYSTEMS 3.5" ARCH

SWING (2B), MODEL NO. A2-2123-2B, OR

EQUIVALENT AS APPROVED. ORDER SWING

SETS AS A CONNECTED SET WITH SHARED

CENTER SUPPORT. INSTALL PER

MANUFACTURER'S RECOMMENDATIONS.

INSTALL PLAYCRAFT SYSTEMS

FREESTANDING DUAL EXPRESS SLIDE,

MODEL NO. A2-3626-R35, OR EQUIVALENT AS

APPROVED. INSTALL PER MANUFACTURER'S

RECOMMENDATIONS.

INSTALL BASEBALL FIELD COMPONENTS BELOW, OR EQUIVALENT AS APPROVED:

-TRIGON MAJOR LEAGUE BASE SET, MODEL NO. BMLBS

-TRIGON PRO HOME PLATE WITH BASE ANCHOR, MODEL NO. BHPML

-TRIGON REMOVABLE PITCHERS PLATE AND ANCHOR & POST, MODEL NOS. BIGPP AND BIGPPAP

-INSTALL PER MANUFACTURERS RECOMMENDATIONS

INSTALL 8' FENCE WITH BARBED

WIRE ON TOP, ANGLED OUT

L LIN

FOUL LINE

INSTALL 8' FENCE WITH BARBED

WIRE ON TOP, ANGLED OUT

INSTALL 10'W X 8'H GATE

WITH BARBED WIRE ON TOP

INSTALL TWO TEAM SERIES 21'L ALUMINUM

IN-GROUND MOUNT PLAYER BENCHES WITH

BACK, MODEL NO. ABS21WB-I, OR

EQUIVALENT AS APPROVED. INSTALL PER

MANUFACTURERS RECOMMENDATIONS

INSTALL HOOVER F-37 BACKSTOP KIT, 20' W,

10' WINGS, AND 6' CANOPY, MODEL NO.

BS-F-37, OR EQUIVALENT AS APPROVED.

INSTALL PER MANUFACTURERS

RECOMMENDATIONS

INSTALL CHAINLINK FENCING

TO AND ALONG 3 SIDES OF

DUGOUT AS SHOWN TO MATCH

BACKSTOP SIZE AND STYLE

CONNECT TO EXISTING FENCE

14" TREE

10" TREE

15" RCP

INV=573.68

12" RCP

INV=573.82

TOP OF BANK

TOE OF SLOPE

C/L DITCH

TOP OF BANK

TOE OF SLOPE

CATCHBASIN

RIM EL. 573.26

(COULDN'T REMOVE LID)

10" SW PVC INV. 572.1'±

BIT WALK

WALL

G O

O D

E E

E A

S T

A S

A N

T S

E T

RICHTER

STREET

CHAIN-LINK FENCE

STORM MANHOLE

RIM EL. 575.22

8" PVC N. INV. 573.42

12" RCP NW INV. 569.22

10" RCP SW INV. 569.32

6" PVC S. INV. 573.12

10" RCP SE INV. 569.79

6" PVC NW INV. 572.6'±

CATCHBASIN

RIM EL. 575.13

6" PVC N. INV. 573.11

CATCHBASIN

RIM EL. 575.03

6" PVC ENE INV. 572.80

GOODELL

STREET

WOODED - MEDIUM

LOWLOWLOWLOW

LOWLOW

LOWLOWLOWLOWLOW

LOW LOW LOW LOW LOW LOW LOW LOW LOW

X X

XXXXXX

X X

46'

50'

E N

O N

M E

N T

F R

A S

T R

U C

T U

R E

, I N

A G

A N

D R

, S U

N O

V I, M

A N

P H

O N

-4

E B

W W

.W S

P .C

O M

P R

C T

D R

A W

S T

A T

U S

E N

N D

R R

C H

1 2 3 4 5 6

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0

DATE

DWG

SHEET

D R

T H

O F

, I N

G A

A N

D P

, A N

D /O

R C

O N

A N

S U

C O

N D

N T

H E

R S

N O

R O

D U

C E

D R

G , I

N W

H O

R P

T, N O

R T

H E

L D

, N O

R T

H E

O F

D R

G F

O R

A N

T H

B Y

OF 9

PROJECT NUMBER

F O

R B

7/9/2024

7/ 9/

A D

D U

C-105

C O

C T

H N

I P

K R

R O

U G

E, M

NOTES:

1. FINAL GRADE SHALL BE GRADED TO PREVENT PONDING OF PRECIPITATION AND FLUSH

WITH EXCAVATION EDGES.

2. REMOVE SESC MEASURES AFTER FINAL GRADING IS COMPLETED AND WRITTEN APPROVAL

IS PROVIDED BY OWNER.

3. REMOVE ALL TEMPORARY FENCING WHEN ALL OTHER WORK ONSITE IS COMPLETE AND

WRITTEN APPROVAL IS PROVIDED BY OWNER

4. REPAIR OR REPLACE ANY DAMAGED OR REMOVED ASPHALT OR CONCRETE APPROACHES

FROM ROAD UP TO THE SIDEWALK OF SITE, AND REPAIR OR REPLACE ANY DAMAGED

CURBING RELATED TO THE WORK PERFORMED AT THE SITE.

5. ANY WORK WITHIN THE ROAD RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH

CONTRACTOR PROCURED PERMITS.

6. CONCRETE AND ASPHALT SHALL BE INSTALLED IN ACCORDANCE WITH MICHIGAN

DEPARTMENT OF TRANSPORTATION AND CITY OF RIVER ROUGE SPECIFICATIONS AND

PERMITS.

7. CONFIRM SPECIES AND LOCATIONS OF TREE PLANTING WITH OWNER PRIOR TO PURCHASE.

SCALE: 1" = 20'

CITY OF RIVER ROUGE

WAYNE COUNTY, MICHIGAN

Contour Interval = 1 foot

C:\Users\USBH716328\OneDrive - WSP O365\Documents\John Jakubowski Park\Sheets\C-105.dwg Tuesday, January 19, 2021 9:04:19 AM Hurry, Brian

INSTALL PLAYSAFER COMMERCIAL RUBBER

BORDER, 6"X6'LX4"W, QTY 24, MODEL NO.

6HIGH-RUBBER-CURB, OR EQUIVALENT AS

APPROVED. INSTALL PER MANUFACTURER'S

RECOMMENDATIONS.

INSTALL 4" OF PLAYSAFER RUBBER MULCH,

12,000 LBS., MODEL NO. XXX-MULCH-FP ("XXX"

VARIES BASED ON COLOR), OR EQUIVALENT

AS APPROVED. VERIFY COLOR WITH OWNER

PRIOR TO ORDERING. INSTALL PER

MANUFACTURER'S RECOMMENDATIONS.

TOPSOIL TO BE GRADED TO MATCH

SURROUNDING SURFACE ON ALL SIDES

TREE PLANTING (TYP.)

C-301

ISOMETRIC VIEW

INSTALLATION DETAIL

50' MIN

3"MIN.

WASHED,

2" CRUSHED STONE

GEOTEXTILE CLASS A

MOUNTABLE BERM, ABLE

TO BE DRIVEN OVER, TIED

INTO PERIMETER

SEDIMENT BARRIER

50' MIN

WHERE REQUIRED AT CRITICAL LOCATIONS, AUGMENTED SILT FENCE OR

SILTATION FENCE REINFORCED WITH HOG OR CHICKEN WIRE OR

INTEGRAL PLASTIC MESH REINFORCING MAY BE USED.

36" M

20" M

16" M

METAL OR

WOODEN

POST

8'-0" 8'-0"

DRAW STRING RUNNING

THROUGH FABRIC

ALONG TOP OF FENCE

EXISTING

GRADE

WOVEN POLYPROPYLENE

FENCE POST

8 FEET ON CENTER

WOVEN POLYPROPYLENE FABRIC;

SECURE TO POST WITH METAL

FASTENERS AND

REINFORCEMENT BETWEEN

FASTENER AND FABRIC

SILT ACCUMULATION

EXCAVATE TRENCH FOR 6 INCH"

FABRIC OVERLAP AND

BACKFILL WITH EXCAVATED

MATERIAL

METAL OR WOODEN

POST

NOTE:

1.5'-2

POLYETHYLENE

SHEETING

WASTE SOIL

STOCKPILE

COVER STOCKPILE SHALL BE COVERED

TO THE EXTENT PRACTICABLE

TIE-DOWN AND ANCHOR SYSTEM

PROTECTIVE

SHEETING/TARP

SAND BAGS AT PERIMETER IF ON

PAVEMENT (AS SHOWN) SILT FENCE IF NOT

ON PAVEMENT

CONSTRUCT 12 INCH WIDE MOUNTABLE

ASPHALT BERM AT VEHICLE ENTRANCE

LOCATIONS (TYP)

ESTABLISH SUMP FOR PUMPING

DEWATERING LIQUIDS

EXISTING GRADE

GEOTEXTILE FABRIC OR EXISTING ASPHALT/CONCRETE

(PRIOR TO BREAK-UP IN-PLACE AND FINAL GRADING)

EXISTING

GROUND

NOTES:

1. SOIL/SEDIMENT STOCKPILE SHALL BE COVERED TO THE EXTENT PRACTICABLE.

2. SOIL/SEDIMENT STOCKPILE SHALL BE LOCATED WITHIN TEMPORARY CONTRACTOR

STAGING AND STORAGE AREA.

NOT TO SCALE

PLAN

NORTH

STABILIZED CONSTRUCTION

ENTRANCE

EXISTING PAVEMENT

NOT TO SCALE

PLAN

NORTH

B SILT FENCE

NOT TO SCALE

PLAN

NORTH

A INLET FILTER

NOT TO SCALE

PLAN

NORTH

WASTE SOIL OR IMPORTED SOIL

STOCKPILE CONTAINMENT AREA

FLOWDISTURBED WORK

AREA

UNDISTURBED AREA (PAVEMENT)

NOTES:

1. STABILIZE FILTER SOCK WITH SAND BAGS, CINDER BLOCKS, OR WOODED

STAKES WHERE PAVEMENT IS REMOVED..

2. FILTER MEDIA SHALL BE COMPRISED COMPOST/SHREDDED BARK.

3. DISPOSE OF FILTER SOCK AND MEDIA PROPERLY OFFSITE.

ANCHOR WITH SAND BAGS, OR

CINDER BLOCKS PLACED 10' O.C.

(OR WOODEN STAKES WHERE

PAVEMENT IS REMOVED)

NOT TO SCALE

PLAN

NORTH

C FILTER SOCK SEDIMENT BARRIER

SECTION

FLOW

DISTURBED

AREA

COMPOST FILTER SOCK

SAND BAGS OR CINDER BLOCKS

PLACED 10' O.C FOR PAVED

AREAS

UNDISTURBED

AREA

COMPOST FILTER SOCK

(12" Ø MIN.)

PLAN VIEW

ADDITIONAL FILTER MEDIA (TYP)

WOODEN STAKES

WHERE PAVEMENT IS

REMOVED

NOT TO SCALE

PLAN

NORTH

TEMPORARY/PORTABLE

CHAIN LINK FENCE

PANELS

SAND BAGS BALLAST

EACH POST BRACKET

BASE

2" POST AT 8' O.C.

WITH CONNECTIONS

TO ABUTTING FENCE

SECTION

1 5/8 " TOP MIDDLE

AND BOTTOM RAILS

6' (M

NOT TO SCALE

PLAN

NORTH

G BACKFILL

DEPTH VARIES

MIN. 18"

14" MIN. COMMON FILL

COMPACTED TO 90%

UNDISTURBED

NATIVE

MATERIAL

MDOT CLASS II SAND COMPACTED TO

95%

6" MIN. DENSE GRADED AGGREGATE

COMPACTED TO 95%

ASPHALT OR CONCRETE PAVEMENT

4" TOPSOIL SEEDED AND MULCHED 4" BASEBALL

INFIELD MATERIAL,

DO NOT COMPACT

4" RUBBER MULCH

6"X4" COMMERCIAL

RUBBER BORDER

ORANGE GEOTEXTILE

DEMARCATION FABRIC

PLAYGROUND WEAR MATS,

SUPPLIED BY OWNER

NOTE:

1. TREE PLANTING PER SPECIFICATION

SECTION 32 90 0 - RESTORATION.

15 GALLON TREE

NOT TO SCALE

PLAN

NORTH

H TREE PLANTING

TREE SUPPORT STAKE

DOUBLE STRAND GUY WIRE

HOSE CHAFING GUARD

WIRE WOUND 2 FULL

TURNS AROUND STAKE

TURNBUCKLE

TREE

TRUNK

2"x2" HARDWOOD STAKE DRIVE

AT ANGLE & DRAW VERTICAL (3

STAKES PER TREE)

BLACK REINFORCED RUBBER

HOSE (ABOVE FIRST BRANCH)

THREE STRANDS OF #10 GAUGE

TWISTED GALVANIZED STEEL WIRE

BRIGHT COLOR

FLAGGING

TREE SHALL BE SET 2"

ABOVE FINAL GRADE

SLOPE TO FORM 3" HIGH

SAUCER

PLANTING SOIL MIX

PRIOR TO PLANTING, UNTIE AND

REMOVE BURLAP, SYNTHETIC OR

WIRE WRAP COMPLETELY.

9" COMPACTED

TOPSOIL

UNDISTURBED

EARTH

HEIGHT OF GUY WIRES

BETWEEN 1/3 & 1/2 OF TREE

HEIGHT

NOTE:

38" MIN. COMMON FILL

COMPACTED TO 90%

E N

O N

M E

N T

F R

A S

T R

U C

T U

R E

, I N

A G

A N

D R

, S U

N O

V I, M

A N

P H

O N

-4

E B

W W

.W S

P .C

O M

P R

C T

D R

A W

S T

A T

U S

E N

N D

R R

C H

1 2 3 4 5 6

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0

DATE

DWG

SHEET

D R

T H

O F

, I N

G A

A N

D P

, A N

D /O

R C

O N

A N

S U

C O

N D

N T

H E

R S

N O

R O

D U

C E

D R

G , I

N W

H O

R P

T, N O

R T

H E

L D

, N O

R T

H E

O F

D R

G F

O R

A N

T H

B Y

OF 9

PROJECT NUMBER

F O

R B

7/9/2024

7/ 9/

A D

D U

C-301

C O

C T

H N

I P

K R

R O

U G

E, M

C:\Users\USBH716328\OneDrive - WSP O365\Documents\John Jakubowski Park\Sheets\C-301.dwg Tuesday, January 19, 2021 9:04:19 AM Hurry, Brian

O N

M E

N T

F R

A S

T R

U C

T U

R E

, I N

A G

A N

D R

, S U

N O

V I, M

A N

P H

O N

-4

E B

W W

.W S

P .C

O M

P R

C T

D R

A W

S T

A T

U S

E N

N D

R R

C H

1 2 3 4 5 6

VERIFY SCALE

BAR IS ONE INCH ON

ORIGINAL DRAWING.

1"0

DATE

DWG

SHEET

D R

T H

O F

, I N

G A

A N

D P

, A N

D /O

R C

O N

A N

S U

C O

N D

N T

H E

R S

N O

R O

D U

C E

D R

G , I

N W

H O

R P

T, N O

R T

H E

L D

, N O

R T

H E

O F

D R

G F

O R

A N

T H

B Y

OF 9

PROJECT NUMBER

F O

R B

7/9/2024

7/ 9/

A D

D U

C-302

N S

C O

C T

H N

I P

K R

R O

U G

E, M

PRIVATE

PROPERTY

2FINAL GRADING

NOT TO SCALE

CLEAN FILL/ TOPSOIL

4FINAL GRADING

NOT TO SCALE

10' AT 5% GRADE 2% GRADE TO

EXISTING SURFACE

R.O.W. FIELD

CLEAN FILL

2% GRADE TO

PARKING LOT EDGE

" M

3FINAL GRADING

NOT TO SCALE

R.O.W. FIELD

CLEAN FILL/ TOPSOIL

2% GRADE TO

EXISTING SURFACE

" M

FIELD

PROP.

ASPHALT

PATH

PRIVATE

PROPERTY

1FINAL GRADING

NOT TO SCALE

" CLEAN FILL/ TOPSOIL

SLOPE FILL AS NECESSARY TO

REACH 18" ABOVE EXISTING

GRADE AT 24' FROM FENCE

" M

PARK

NO MECHANICAL DIGGING IN ROOT

ZONE 5' BEYOND CROWN OF TREE

PARK PARKING LOT

SLOPE PARKING LOT AS

NECESSARY

TO REACH 18" ABOVE EXISTING

GRADE AT NORTH EDGE

SUBGRADE

PROPOSED FINAL SURFACE

CUT

EXISTING

SURFACE

2.0% MAX.

SUBGRADE

PROPOSED FINAL SURFACE

CUT

EXISTING

SURFACE

2.0% MAX.

SUBGRADE

PROPOSED FINAL SURFACE

CUT

EXISTING

SURFACE

2.0% MAX.

FENCE/WALL

PROPOSED FINAL SURFACE

HAND DIG AROUND

TREE ROOTS TO

EXTENT PRACTICAL

EXISTING

SURFACE

2.0% MAX.

EXISTING FENCE

TO BE REMOVED

C:\Users\USBH716328\OneDrive - WSP O365\Documents\John Jakubowski Park\Sheets\C-302.dwg Tuesday, January 19, 2021 9:04:19 AM Hurry, Brian

PROPOSED PAVEMENT

EXISTING

PAVEMENT

PROTECT TREES

NEW FENCE

ADDENDUM NO. 2

SECTION 32 31 16 - CHAIN LINK FENCES AND GATES_rev1

JOHNJAKUBOWSKIPARK

Sheets and Views

G-001-G-001

G-002-G-002

C-101-C-101

C-102-C-102

C-103-C-103

C-104-C-104

C-105-C-105

C-301-C-301

C-302-C-302

File details come from the government source that posted it. Updated Mar 12, 2026.