Beverly Park_BID SET_2025-0623.pdf

PDF 8 MB Posted Jun 20, 2025

Attached to: Beverly Park Playscape Improvements
Solicitation number: 20250418
Issued by: Berrien County, Michigan

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Written by GovTribe AI · Jun 23, 2025

The document is a comprehensive bid set for the Beverly Park Playground Improvements project for the Village of Beverly Hills in Oakland County, Michigan. The project involves removing existing playground equipment and structures, including a merry-go-round and play structures, while preserving existing benches, concrete surfaces, shrubs, and trees. The bid set includes detailed plans for a redesigned playground with new play equipment, including custom play structures, a ZipKrooz, swing sets, and a new bench. The project documents are prepared by OHM Advisors and are issued for bidding on June 23, 2025, with a mandatory pre-bid meeting scheduled for Friday, June 27, 2025, at 10:00 a.m. EDT at the Village of Beverly Hills municipal building.

The project plans specify detailed requirements for site preparation, soil erosion and sediment control, and installation of new playground features. Contractors are required to provide dimensioned shop drawings, verify equipment spacing and safety zones, and submit product data for surface materials. The project includes specific technical details such as artificial turf installation, tree protection, and concrete pad specifications for new amenities. Contractors must comply with Michigan's Soil Erosion and Sedimentation Control Act and coordinate with local utilities and township services. The bid documents emphasize careful site management, preservation of existing landscape elements, and thorough restoration of disturbed areas.

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2-5 AREA

1. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE EXISTING CONDITIONS AGAINST THE

PROPOSED IMPROVEMENTS. REMOVAL EXPENSES SHALL INCLUDE ALL ASSOCIATED BASE

MATERIALS, FOOTINGS, EXCAVATION, AND BACKFILL NECESSARY TO ESTABLISH THE PROPOSED

IMPROVEMENTS.

2. ALL ITEMS TO BE REMOVED SHALL BE PROPERLY DISPOSED OF OFFSITE.

3. CONTRACTOR SHALL COORDINATE THE DISPOSAL OF ALL EXISTING PLAY SURFACING MATERIALS

WITH THE VILLAGE OF BEVERLY HILLS.

4. CONTRACTOR SHALL COORDINATE HANDLING AND STORAGE OF ALL MATERIALS TO BE SALVAGED

PRIOR TO COMMENCEMENT OF CONSTRUCTION OPERATIONS.

5. ALL TREE PROTECTION FENCING AND SOIL EROSION MEASURES SHALL BE IN PLACE PRIOR TO ANY

SITE DISTURBANCE. SEE DETAIL 1 ON SHEET L-7.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ALL AREAS DISTURBED

DURING CONSTRUCTION OPERATIONS.

REMOVE EXISTING

SWING SET

EXISTING TREE TO

REMAIN, TYP.

EXISTING BENCH TO

REMAIN, TYP.

REMOVE EXISTING

MERRY-G0-ROUND

EXISTING BENCH TO

REMAIN, TYP.

REMOVE EXISTING

SANDBOX (AND

ASSOCIATED SAND)

REMOVE EXISTING

PLAY STRUCTURE

REMOVE EXISTING SWINGS

REMOVE EXISTING

TIRE SWING

REMOVE EXISTING

PLAY STRUCTURES

REMOVE

EXISTING PLAY

EQUIPMENT

EXISTING BENCHES

TO REMAIN, TYP.

EXISTING CONCRETE

TO REMAIN, TYP.

EXISTING BENCH TO

REMAIN, TYP.

TREE PROTECTION

INDIVIDUAL

REMOVAL AREA

EXISTING SHRUBS

TO REMAIN, TYP.

EXISTING TREE TO

REMAIN, TYP.

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ARCHITECTS ENGINEERS PLANNERS

OHM-ADVISORS.COM

ILL

- RE

L P

-2 4-

/06

/23

1. CONTRACTOR SHALL BE RESPONSIBLE FOR BEING FAMILIAR WITH ALL DOCUMENTED

UNDERGROUND UTILITIES, PIPES AND STRUCTURES. LOCATE AND PROTECT ALL

EXISTING UTILITIES DURING CONSTRUCTION UNLESS OTHERWISE NOTED. CONTACT

MISS DIG (811 OR 800-482-7171) A MINIMUM OF 3 DAYS PRIOR TO CONSTRUCTION.

2. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED

WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES

EXIST. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE

ENGINEER.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH

SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS.

4. ALL WORK TO BE PERFORMED BY LICENSED AND INSURED CONTRACTORS AND

EXPERIENCED WORKERS.

5. REFER TO DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.

6. ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE SECURED IN PLACE

PER VILLAGE OF BEVERLY HILLS STANDARDS PRIOR TO CONSTRUCTION. CONTRACTOR

IS RESPONSIBLE FOR SCHEDULING ALL NECESSARY TESTING, APPROVALS, AND/OR

PERMITTING BEFORE UPON COMPLETION OF SOIL EROSION AND SEDIMENT CONTROL

MEASURES INSTALLATION.

7. THE CONTRACTOR SHALL KEEP ALL DRAINAGE FACILITIES (CATCH BASINS, YARD DRAINS,

ETC.) AFFECTED BY HIS CONSTRUCTION OPERATIONS CLEAN AND FULLY OPERATIONAL

AT ALL TIMES.

8. CONTRACTOR SHALL REPAIR AT HIS OWN EXPENSE, ANY DAMAGE, WHETHER INSIDE OR

OUTSIDE OF THE PROJECT LIMITS, TO UTILITY SYSTEMS, SURFACE PAVEMENTS,

FIXTURES, STRUCTURES, AND/OR EXISTING TREES OR LANDSCAPING THAT ARE NOT

SPECIFICALLY INDICATED TO BE REMOVED OR RELOCATED AS PART OF THE PROJECT

CONSTRUCTION. IN THE EVENT THAT ANY EXISTING DRAINAGE STRUCTURES OR

UTILITIES ARE DAMAGED AND THE SERVICES DISRUPTED, THE LINES SHALL BE

IMMEDIATELY REPAIRED AND THE SERVICES RESTORED AS DIRECTED BY THE ENGINEER.

9. IN THE EVENT THAT DISCREPANCIES ARISE BETWEEN WHAT IS SHOWN ON THE

DRAWINGS AND ACTUAL FIELD CONDITIONS THE ENGINEER SHALL BE NOTIFIED

IMMEDIATELY FOR RESOLUTION.

10. THE CONTRACTOR SHALL COORDINATE ALL SERVICE UTILITIES (WATER, ELECTRICITY,

ETC.) NECESSARY FOR THE COMPLETION OF THIS PROJECT WITH ORION TOWNSHIP.

11. RESTORED LAWN AREAS TO PROVIDE A SMOOTH AND CONTINUAL GRADE.

12. SEE SPECIFICATIONS FOR LAWN SEEDING INFORMATION.

AutoCAD SHX Text PlayBooster® (5-12 years)

AutoCAD SHX Text Max Fall Height: 105 inches

AutoCAD SHX Text PlayBooster® (2-5 years)

AutoCAD SHX Text Max Fall Height: 48 inches

2-5 AREA

K.P.1

K .P.1

K .P .1

K .P.1

Know what's below.

before you dig.Call

SILT FENCING

1. CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE SOIL EROSION AND

SEDIMENTATION CONTROL ACT OF THE STATE OF MICHIGAN, PART 91 OF ACT 451, OF

THE PUBLIC ACTS OF 1994 AND THE REQUIREMENTS OF OAKLAND COUNTY.

2. THE CONTRACTOR SHALL CONDUCT OPERATIONS IN A MANNER THAT WILL REDUCE

ACCELERATED EROSION TO THE PRACTICAL MINIMUM AND PREVENT DAMAGING

SILTATION TO EXISTING SEWERS AND WATER COURSES LEADING FROM THE WORK

SITE.

3. THE CONTRACTOR SHALL CONDUCT WORK IN SUCH A MANNER AS TO PREVENT THE

ENTRY OF FUELS, OILS, BITUMINOUS MATERIALS, CHEMICALS, SEWERAGE OR OTHER

HARMFUL MATERIALS INTO NEARBY LAKES AND STREAMS.

4. WASTE DISPOSAL AREAS SHALL BE SELECTED BY THE CONTRACTOR WITH FULL

CONSIDERATION OF EROSION AND SEDIMENT CONTROL, SELECTION OF DISPOSAL

SITE, AND CONTROL OF OPERATIONS, AND THE RESTORATION OF SAID AREAS SHALL

BE SUBJECT TO THE APPROVAL OF THE ENGINEER.

5. EXCAVATION FROM THE RIGHT-OF-WAY, CHANNELS, OR OTHER MATERIAL SHALL NOT

BE DEPOSITED IN OR NEAR LAKES, RIVERS, STREAMS OR PONDS WHERE IT MAY

ENTER THE WATERWAY.

6. AT THE COMPLETION OF EACH DAY'S CONSTRUCTION, CARE SHALL BE TAKEN TO

ENSURE THAT MINIMAL EROSION WILL OCCUR IN TRENCHES AND TO STOCKPILED

MATERIALS UNTIL RESUMPTION OF WORK.

7. CONTRACTOR SHALL CONFINE OPERATIONS TO THE MINIMUM AMOUNT OF WORKING

SPACE PRACTICAL TO MINIMIZE SOIL EROSION.

8. THE PROJECT WILL BE PERIODICALLY INSPECTED BY THE ENGINEER FOR EROSION

CONTROL COMPLIANCE. DEFICIENCIES WILL BE CORRECTED BY THE CONTRACTOR

IMMEDIATELY UPON NOTICE OF SUCH DEFICIENCIES. FAILURE TO CORRECT THE

DEFICIENCIES MAY RESULT IN THE ISSUANCE OF A STOP WORK ORDER AND THERE

WILL BE NO CONTRACT TIME EXTENSION GRANTED FOR THIS TYPE OF STOPPAGE.

9. TEMPORARY SOIL EROSION CONTROL MEASURES CONSISTING OF SILT FENCE, INLET

FILTERS, AND MULCHING, SHALL BE IMPLEMENTED THROUGHOUT THE ENTIRE

CONSTRUCTION PHASE OF THE PROJECT, AND SHALL BE REMOVED BY THE

CONTRACTOR AFTER THE PERMANENT SOIL EROSION MEASURES HAVE BEEN

COMPLETED..

10. STREET SWEEPING OR MUD REMOVAL SHALL BE PERFORMED DAILY FOR MUD

TRACKED ONTO PUBLIC STREETS.

11. THE OWNER SHALL HAVE FULL AUTHORITY TO TEMPORARILY SUSPEND WORK IN THE

EVENT THAT ANY OF THE ABOVE REQUIREMENTS ARE NOT BEING MET BY THE

CONTRACTOR, OR IF CONDITIONS INDICATE THAT ADDITIONAL TEMPORARY CONTROL

MEASURES ARE WARRANTED, IN THE OPINION OF THE ENGINEER.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE SOIL

EROSION CONTROL MEASURES WITHIN THE CONSTRUCTION AREA UNTIL THE FULL

COMPLETION OF THE PROJECT.

THE CONTRACTOR SHALL INSPECT SESC MEASURES WEEKLY UNDER NORMAL

CONDITIONS, WITHIN 24 HOURS OF EACH RAIN EVENT, AND DAILY DURING A PROLONGED

RAIN EVENT.

MEASURE MAINTENANCE SCHEDULE

SILT FENCE INSTALL AT THE DOWNSLOPE SIDE OF DISTURBED AREA AS

DIRECTED BY ENGINEER AT THE START OF CONSTRUCTION.

REMOVE ACCUMULATED SEDIMENTS WHEN DEPTH REACHES 13

TO 12 THE HEIGHT OF THE FENCE. FABRIC SHALL BE REPLACED IF

DAMAGED.

DUST CONTROL WATER SHALL BE APPLIED TO EXPOSED AREAS BY THE

CONTRACTOR IN THE EVENT OF EXCESSIVE AIRBORNE DUST.

DUST CONTROL SHALL BE APPLIED AS DIRECTED BY THE

ENGINEER OR CITY PERSONNEL.

INDIVIDUAL TREE PROTECTION

LIMITS OF DISTURBANCE

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ILL

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AutoCAD SHX Text PlayBooster® (5-12 years)

AutoCAD SHX Text Max Fall Height: 105 inches

AutoCAD SHX Text PlayBooster® (2-5 years)

AutoCAD SHX Text Max Fall Height: 48 inches

AutoCAD SHX Text feet

AutoCAD SHX Text GRAPHIC SCALE: 1 inch =

AutoCAD SHX Text

AutoCAD SHX Text Silt Fence

AutoCAD SHX Text Silt Fence - Filters and detains runoff (SP-2).

AutoCAD SHX Text

AutoCAD SHX Text Should include prepared topsoil bed. See detail 4, sheet L-8.

AutoCAD SHX Text Mulch tacking agent used to provide immediate protection until grass is rooted.

AutoCAD SHX Text Effective on large areas.

AutoCAD SHX Text Hydro seeding

AutoCAD SHX Text

PERMANENT MEASURE

AutoCAD SHX Text

2-5 AREA

K.P.1

K .P.1

K .P .1

K .P.1

E F

H I

J K x 2

Q R

S T

EXISTING CONCRETE

TO REMAIN, TYP.

EXISTING BENCH

TO REMAIN, TYP.

EXISTING PLAYGROUND

EDGING TO REMAIN, TYP.

EWF SRUFACING

ARTIFICIAL TURF

EXISTING SHRUBS

TO REMAIN, TYP.

EXISTING TREE TO

REMAIN, TYP.

EXISTING TURF TO

REMAIN, TYP.

EXISTING TREE TO

REMAIN, TYP.

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ILL

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/23

1. CONTRACTOR SHALL LOCATE ALL PROPOSED PLAY EQUIPMENT TO ELIMINATE

OVERLAPPING USE AND SAFETY ZONES.

2. CONTRACTOR SHALL PROVIDE DIMENSIONED SHOP DRAWINGS TO VERIFY THAT

PROPER SPACING IS PROVIDED. SHOP DRAWINGS SHALL INCLUDED DESIGNATED

USE AND SAFETY ZONES FOR ALL PROPOSED PLAY EQUIPMENT.

3. CONTRACTOR SHALL PROVIDE PRODUCT DATA FOR ALL PROPOSED SURFACE

MATERIAL(S) AND NECESSARY UNDERLAYMENT.

4. ALL PLAY EQUIPMENT AND SURFACING MATERIALS SHALL BE INSTALLED PER

MANUFACTURER'S WRITTEN INSTRUCTIONS.

EQUIPMENT SAFETY

ZONE, TYP.

W New Bench (DuMor, bench 93) On Concrete Pad (7' x 3' x 4" thick, min.); Client to determine final location.

AutoCAD SHX Text PlayBooster® (5-12 years)

AutoCAD SHX Text Max Fall Height: 105 inches

AutoCAD SHX Text PlayBooster® (2-5 years)

Max Fall Height: 48 inches

EXISTING GRADE,

TYP.

STAKING, TYP. (4'

HT., ±8' O.C.)

4' HT. SAFETY

FENCING

(ORANGE SNOW

FENCE, CHAIN

LINK, OR WOOD)

TREE

PROTECTION

FENCING TO BE

LOCATED

OUTSIDE OF TREE

DRIP LINE

EXISTING TREE,

TYP.

PLAN

ELEVATION

4' HT. TREE PROTECTION FENCING, TYP.

WHERE PROPOSED WALKS, CURBS,

OR BUILDINGS ENCROACH IN THE

DRIP LINES OF TREES, INSTALL

FENCING 3' BACK OF ENCROACHMENT

(OTHERWISE, ENCIRCLE ENTIRE DRIP

LINE)

NOTES:

1. ALL TREE PROTECTION SHALL BE INSTALLED PRIOR TO

CONSTRUCTION ACTIVITIES. INSPECTION SHALL BE AT THE

DISCRETION OF THE ENGINEER.

2. NO CONSTRUCTION ACTIVITY SHALL TAKE PLACE WITHIN

THE DRIP LINE OF ANY TREE TO REMAIN (GRADING,

DIGGING, MATERIAL STORAGE, ETC.).

3. ANY REQUIRED SEDIMENT AND EROSION CONTROL

MEASURES SHALL BE LOCATED OUTSIDE THE TREE

PROTECTION FENCING.

4. CONTRACTOR SHALL PROTECT EXISTING TREES

IDENTIFIED TO REMAIN AND BE RESPONSIBLE FOR

DAMAGE FROM CONSTRUCTION ACTIVITIES.

5. DAMAGE TO EXISTING TREES TO REMAIN SHALL BE

REPORTED TO THE ENGINEER IMMEDIATELY.

SCALE: 1/2" = 1'-0"

TREE PROTECTION DETAIL

3' MIN.

2' T

EXISTING SUBGRADE

AMENDED-IN-PLACE

EXISTING SOIL:

BLEND 2" DEPTH OF

TOPSOIL INTO

EXISTING SUBGRADE.

SLOPE TO DRAIN.

LAWN

2" 2"

TOPSOIL

SCALE: 1 1/2" = 1'-0"

TURF RESTORATION DETAIL

SCALE: 1" = 1'-0"

ARTIFICIAL TURF EDGE IN PLAY AREA DETAIL

SCALE: 1 1/2" = 1'-0"

ARTIFICIAL TURF DETAIL

CONCRETE PAD

4" COMPACTED

AGGREGATE BASE

COMPACTED SUBGRADE

SCALE: 1-1/2" = 1'-0"

CONCRETE BENCH PAD

NOT TO SCALE

PROPOSED BENCH (DUMOR, BENCH 93)

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3 4 x

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NOT TO SCALE

REFERENCE IMAGE 1: FROM THE NORTH, LOOKING SOUTH

NOT TO SCALE

REFERENCE IMAGE 2: FROM THE NORTHEAST, LOOKING SOUTHWEST

NOT TO SCALE

REFERENCE IMAGE 3: FROM THE SOUTH, LOOKING AT THE NATURE INSPIRED PLAY AREA

NOT TO SCALE

REFERENCE IMAGE 4: FROM THE CENTRAL EXISTING WALK, LOOKING AT THE CUSTOM PLAY STRUCTURE

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NOT TO SCALE

REFERENCE IMAGE 5: FROM THE NORTH, LOOKING AT THE CUSTOM PLAY STRUCTURE

NOT TO SCALE

REFERENCE IMAGE 6: FROM THE CENTRAL EXISTING WALK, LOOKING AT THE ZIPKROOZ

NOT TO SCALE

REFERENCE IMAGE 7: FROM THE BOOGIE BOARD, LOOKING AT THE NORTHWESTERN SWING SET

Sheets and Views

2 DEMO

3 SESC

4 PR-PLAN

5 DTLS1

6 IMAG1

7 IMAG2

File details come from the government source that posted it. Updated Jun 23, 2025.