Addendum#1-BoyScout-Bid#2065 Playground Renovation: Boy Scout

Project Information

Bid Title
Addendum#1-BoyScout-Bid#2065 Playground Renovation: Boy Scout
Issuing Agency
Plainfield Park District
Location
Illinois
Published Date
May 21, 2026
Closing Date
May 28, 2026
Government Level
State & Local
Status
Closed
Original Source
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Bid Inquiries
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Bid Documents
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Project Description
Addendum#1-BoyScout-Bid#2065
Attachment Preview
Serving all of Plainfield Township
and portions of Na-Au-Say and
Wheatland Townships
May 21, 2026
ADDENDUM #1
Plainfield Park District- Playground Renovation: Boy Scout Bid# 2065
This addendum becomes part of and modifies, amends, and clarifies Project Manual for the above-mentioned Bid. All
provisions and requirements of the Project Manual shall remain in effect except as specifically changed in this addendum.
Below is the list of revised items in Addendum #1 (items to follow):
1. Revised Drawings: The following drawing sheets were revised and should replace the corresponding sheets from the
original bid package. This revision reflects a minor change to the main play structure. Footing layout and drainage
paths have been adjusted accordingly. There is no change in scope of work or bid form quantities.
a. BS-3 Construction Plan
b. BS-4 Grading & Drainage Plan
c. BS-5 Grading & Drainage Plan- Alt #1
d. BS-6 Dimension Plan
e. BS-7 Landscape Plan
2. Correction & Clarification: As part of the revised drawings a correction was made in the “Site Furnishings &
Components” legend. The correction is related to the sourcing of play equipment and the responsibility of the
contractor. All Play equipment will be furnished by the owner and will be shipped to the contractor. Site Furniture
will be furnished by the contractor. There is no change in scope of work or bid form quantities.
a. BS-3 Construction Plan
Receipt of this addendum shall be acknowledged in the Bid Form and by signing below and including a copy of this sheet
with your bid submission.
Signature____________________________________________________________________________
Title
Company____________________________________________________________________________
Date________________________________________________________________________________
W. OTTAWA STREET
USE NORTHEAST CORNER
OF PARKING LOT AS
STAGING AREA
FOR MATERIAL AND
EQUIPMENT
CONSTRUCTION FENCE
PROPOSED SPLIT RAIL FENCE.
SEE SPECIFICATIONS
PROPOSED SPLIT RAIL FENCE.
SEE SPECIFICATIONS
PLAY EQUIPMENT SAFETY ZONE
CUSTOM 2-5 & 5-12 STRUCTURE
TOT BUILDERS
MARKET STAND
PROPOSED TURF
SURFACING BY
OTHERS
(FOREVER LAWN)
F
A
PROPOSED SWINGS
B
CONSTRUCTION ENTRY FROM
PARKING LOT (CONSOLIDATE
SOIL DAMAGE AWAY FROM TREE
ROOTS & DRAINAGE PIPES).
G
PROPOSED BENCH
PROPOSED
WASTE RECP.
H
C
D
SOLO SPIN
E
FURNISH & COMPACT CA-7 STONE &
CA-16 STONE CAP, SEE BS-4 FOR
STONE GRADE & DEPTH
STAND-N-SPIN
TOT BUILDERS
FRIENDLY FENCE
G
PROPOSED BENCH
CONSTRUCTION FENCE
SILT WATTLE
PROPOSED REPLACEMENT
CONCRETE PAD, REBAR
REINFORCE INTO EX. CONCRETE.
NEW PAD MUST MEET ADA
REQUIREMENTS. (< 5% RUNNING
SLOPE AND < 2% CROSS SLOPE)
INSTALL WASTE RECP. (QT.
4) PROVIDED BY OWNER
CONSTRUCTION NOTES
1. EXISTING SITE INFORMATION BASED ON SURVEY PROVIDED BY DALE FLOYD LAND SURVEYING LLC,
DATED MARCH 3, 2026.
2. ALL UTILITIES SHALL BE FIELD LOCATED A MINIMUM OF 2 BUSINESS DAYS PRIOR TO THE START OF
DEMOLITION & CONSTRUCTION. ANY DISCREPANCIES WITH THIS DRAWING SHALL BE REPORTED TO
THE LANDSCAPE ARCHITECT IMMEDIATELY. CALL J.U.L.I.E. @ 811.
3 PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS AND OTHER UTILITIES TO REMAIN
FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUTS AND
OTHER HAZARDS CREATED BY SITE IMPROVEMENT OPERATIONS.
4. ALL WORK AND OPERATIONS SHALL COMPLY WITH ALL APPLICABLE FEDERAL , STATE AND LOCAL
CODES AND ORDINANCES.
5. FENCE LINETYPE DOES NOT INDICATE POST LOCATIONS.
6. REGRADE, TOPSOIL & SOD OR SEED ALL LAWN AREAS DISTURBED DURING CONSTRUCTION.
7. ALL WORK WITHIN ANY R.O.W. SHALL CONFORM TO STANDARDS AND SPECIFICATIONS OF LOCAL
AND/OR STATE JURISDICTIONS.
8. ALL DISTURBED AREAS TO BE SEEDED, SODDED OR PLANTED SHALL RECEIVE 9" OF APPROVED
TOPSOIL (LIGHTLY COMPACTED). TOPSOIL PROVIDED BY CONTRACTOR.
9. WINTER SHUTDOWN SHALL BE ADDRESSED EARLY IN THE FALL GROWING SEASON SO THAT SLOPES
AND OTHER BARE EARTH AREAS MAY BE STABILIZED WITH TEMPORARY AND/OR PERMANENT
VEGETATIVE COVER FOR PROPER EROSION AND SEDIMENT CONTROL.
10. STABILIZATION OF DISTURBED AREAS MUST BE INITIATED WITHIN ONE WORKING DAY OF
PERMANENT OR TEMPORARY CESSATION OF EARTH DISTURBING ACTIVITIES AND SHALL BE
COMPLETED AS SOON AS POSSIBLE BUT NOT LATER THAN 14 DAYS FROM THE INITIATION OF THE
STABILIZATION WORK IN AN AREA.
GENERAL CONSTRUCTION LEGEND
EXISTING ASPHALT
EXISTING CONCRETE
PROPOSED CONCRETE
PROPOSED TURF SURFACING
CONSTRUCTION FENCE
SILT WATTLE
CONTROL JOINT
EXPANSION JOINT
DETAIL REFERENCE
23729 W Ottawa St,
Plainfield, IL 60544
815-436-8812
Project:
Playground
Renovation - Boy
Scout Bid# 2065
Playground
Renovation
Issues & Revisions
# Date Description
SITE FURNISHINGS & COMPONENTS
ALL ITEMS TO BE FURNISHED BY CONTRACTOR UNLESS OTHERWISE NOTED. ALL ITEMS INSTALLED BY CONTRACTOR.
KEY QTY.
PART
DESCRIPTION
DETAIL REFERENCE
A1
CUSTOM (see specifications)
B1
SWINGS
C1
200201870
D1
200201539
E1
LT0902
F1
LT0901
G2
165-60PL
H1
152-31PL
Modular 2--12 Play Structure by LITTLE TIKES
via Parkreation Inc.
Purchased by Owner, shipping to Contractor
Swings by LITTLE TIKES
via Parkreation Inc.
Purchased by Owner, shipping to Contractor
Solo Spin by LITTLE TIKES
via Parkreation Inc.
Purchased by Owner, shipping to Contractor
Stand-n-Spin by LITTLE TIKES
via Parkreation Inc.
Purchased by Owner, shipping to Contractor
Tot Builders Friendly Fence by LITTLE TIKES
via Parkreation Inc.
Purchased by Owner, shipping to Contractor
Tot Builders Market Stand by LITTLE TIKES
via Parkreation Inc.
Purchased by Owner, shipping to Contractor
6' Cast Bench by DuMor
via NuToys
Furnished by Contractor
31-Gallon Receptacle Waste Receptacle by DuMOR
via NuToys
Furnished by Contractor
INSTALL PER
MANUFACTURER'S
GUIDELINES
INSTALL PER
MANUFACTURER'S
GUIDELINES
INSTALL PER
MANUFACTURER'S
GUIDELINES
INSTALL PER
MANUFACTURER'S
GUIDELINES
INSTALL PER
MANUFACTURER'S
GUIDELINES
INSTALL PER
MANUFACTURER'S
GUIDELINES
INSTALL PER
MANUFACTURER'S
GUIDELINES
INSTALL PER
MANUFACTURER'S
GUIDELINES
Scale: 1" = 10'
NORTH
0 5 10
20
30
Sheet Title:
Construction Plan
Date: May 14, 2026
BS-3
609.47
612.04
EL=609.97
EL=610.23
W. OTTAWA STREET
EL=612.24
EL=612.58
EL=613.07
EL=613.24
EL=611.41
EL=612.14
EL=612.42EL=612.37
EL=612.68
EL=613.02
EX. DRAIN LINE TO BE
LOCATED & PRESERVED. VERIFY
LOCATION & FUNCTIONALITY.
REPORT ANYEILSS=U6E1S 3TO.7O2WNER.
(LOCATION OF PLAYGROUND
CONNECTION IS ESTIMATED
TOP OF TURF APPROX.
613.75 (BY OTHERS)
EL=613.78
INV 612.18
EL=613.73
TOP OF ALL INLETS GRATES
APPROX. 613.54 (FLUSH
WITH STONE BASE)
EL=613.77
EL=612.98
EL=613.64
EL=613.47
TURF MUST BE FLUSH
WITH CONCRETE)
EL=613.32
EL=613.06
EL=613.48
INV UNKNOWN
INV 612.09
.5% PITCH-TYP
INV 612.24
.5% PITCH-TYP
EL=613.79
EL=613.35
EL=613.41
FURNISH & COMPACT CA-7 STONE (MINIMUM
8.5") & CA-16 STONE CAP (MINIMUM 1"), FINAL
EL=613.SC7TO7ONNCEREGTREA(DAEPPTOROBXE.
2.5" BELOW
613.54)
ADJACENT
EL=613.31
4" PERFORATED DRAIN TILE (TYP) PITCHED
AT 5%UNLESS NOTED OTHERWISE, AVOID
APPARATUS FOOTINGS (APPROX.
LOCATIONS SHOWN)
EL=613.87
INV 612.42
EL=613.76
INV 612.41
EL=613.36
EL=613.54
EL=613.41
EL=613.81
EL=613.40
EL=613.77
DRAIN INLETS
EL=613.71
UNDER TURF (QT. 3)
EL=613.57
EL=613.45
EL=613.52
EL=613.21
EL=613.26
EL=613.24
EL=612.92
EL=612.79
EL=612.87
EL=613.03
EL=613.03
EL=613.20
EL=613.56
MEG
EL=613.17
613
EL=613.04
MEG
EL=612.71
EL=613.14
PROPOSED CONTOUR
(EL=613)
EL=612.45
EL=613.01
PROPOSED REPLACEMENT
CONCRETE PAD, REBAR
REINFORCE INTO EX. CONCRETE.
EL=611.86
EL=611.07
EL=613.22
EL=613.46
EL=613.20
EL=612.98
EL=612.93
EL=613.05
EL=613.23
EL=613.13
610
605
EL=610.88
EL=608.34
EL=606.51
610
EL=606.18
EL=607.45
EL=612.17
EL=612.44
GRADING NOTES
1. BEFORE ANY EXCAVATION ON THE SITE, CALL JULIE @ 811. TO LOCATE ANY EXISTING UTILITIES
ON THE SITE. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE LOCATIONS OF ALL BURIED
UTILITIES IN THE AREAS OF WORK BEFORE STARTING OPERATIONS. THE CONTRACTOR SHALL
BE LIABLE FOR COST OF REPAIRING OR REPLACING ANY BURIED CONDUITS, CABLES OR PIPING
DAMAGED DURING THE INSTALLATION OF THIS WORK.
2. CAREFULLY MAINTAIN PRESENT GRADE AT BASE OF ALL EXISTING TREES TO REMAIN. PREVENT
ANY DISTURBANCE OF EXISTING TREES INCLUDING ROOT ZONES. USE TREE PROTECTION
BARRICADES WHERE INDICATED. PROTECT EXISTING TREES TO REMAIN IN PLACE AGAINST
UNNECESSARY CUTTING, BREAKING OR SKINNING OF ROOTS, BRUISING OF BARK OR
SMOTHERING OF TREES. DRIVING, PARKING, DUMPING, STOCKPILING AND/OR STORAGE OF
VEHICLES, EQUIPMENT, SUPPLIES, MATERIALS OR DEBRIS ON TOP OF THE ROOT ZONES
AND/OR WITHIN THE DRIP LINE OF EXISTING TREES OR OTHER PLANT MATERIAL TO REMAIN IS
STRICTLY PROHIBITED.
3. ADJUST ALL UTILITY STRUCTURES TO MEET FINISH GRADE, UNLESS NOTED OTHERWISE.
4. GRADES SHALL SLOPE TO DRAIN, BE FREE OF DEPRESSIONS OR OTHER IRREGULARITIES
AFTER THOROUGH SETTLEMENT AND COMPACTION OF SOIL, AND SHALL BE UNIFORM IN SLOPE
BETWEEN GRADING CONTROLS AND THE ELEVATIONS INDICATED.
5. MAXIMUM SLOPE ON LAWN AREAS SHALL BE 4:1.
6. PLAY EQUIPMENT ELEVATION TO BE SET PER MANUFACTURER'S RECOMMENDATION BASED ON
PROPOSED SURFACING ELEVATION.
7. ALL NEW PAVING TO HAVE A MAX. CROSS SLOPE OF 2% AND MIN. OF 1%. ALL NEW PAVING SHALL
BE SLOPED TO DRAIN TO ADJACENT CURB OR YARD DRAIN/CATCH BASIN.
8. ANY PROPOSED GRADES ON PAVEMENT LESS THAN 1% OR GREATER THAN 5% SHALL BE
BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO PAVEMENT
INSTALLATION.
9. FINISH GRADES SHALL MEET EXISTING GRADES AT LIMIT OF WORK AND BE 1" BELOW TOP OF
CURBS AND ADJACENT PAVING, UNLESS OTHERWISE INDICATED.
10. GRADE TRANSITIONS SHALL BE SMOOTH & CONTINUOUS.
11. ASSURE POSITIVE DRAINAGE. NO PONDING OR PUDDLING.
12. EROSION CONTROL SILT FENCE, IF REQUIRED BY VILLAGE OR OTHER AGENCY, IS
RESPONSIBILITY OF THE CONTRACTOR.
13. CONTRACTOR SHALL PROTECT ALL DRAINTILE AFTER INSTALLATION.
14. PIPE SLOPE SHALL BE 0.5% MINIMUM.
23729 W Ottawa St,
Plainfield, IL 60544
815-436-8812
Project:
Playground
Renovation - Boy
Scout Bid# 2065
Playground
Renovation
GRADING LEGEND
4" PERFORATED DRAINAGE
TILE
EXISTING SOLID DRAINAGE
TILE
MEG
MEET EXISTING GRADE - MEG
INV 612.05
INV - PIPE INVERT ELEVATION
613
MEG
PROPOSED CONTOUR LINES
PROPOSED CONTOUR
(EL=613)
605 EXISTING CONTOUR LINES
Issues & Revisions
# Date Description
DETAIL REFERENCE
Scale: 1" = 10'
NORTH
0 5 10
20
30
Sheet Title:
Grading & Drainage
Plan
Date: May 14, 2026
BS-4
609.47
612.04
12.34
EL=609.97
EL=610.23
EL=610.88
W. OTTAWA STREET
EL=611.56
EL=612.24
EL=612.58
EL=613.07
EL=611.41
EL=612.14
EL=612.42
EL=612.68
EL=613.02
EL=613.72
TOP OF TURF APPROX.
613.75 (BY OTHERS)
EL=613.78
INV 612.42
EL=613.73
TOP OF ALL INLETS
GRATES APPROX.
613.54 (FLUSH WITH
STONE BASE)
(6T"YSPO).LPIDITPCVHCEDDERALATI=N.56P%1I3PE.79
INV 612.17
EL=613.35
EL=613.77
15'
.5% PITCH-TYP
PITCH-TYP
.5%
INV 612.05
10'
INV 612.07
INV 612
EL=613.87
EL=613.76
EL=613.41
FRENCH DRAIN 15'x15'x3'
DEEP. FINAL LOCATION
CONFIRMED BY OWNER
EL=613.31
15'
FRENCH DRAIN
TOP 612.50
BOTTOM 609.50
EL=612.98
EL=613.64
EL=613.77
EL=613.47
DRAIN INLETS
UNDER TURF (QT. 3)
INV 612.38
INV 612.31
EL=613.81
EL=613.40
EL=612.92
FURNISH & COMPACT CA-7 STONE (MINIMUM
EL=613.77 8.5") & CA-16 STONE CAP (MINIMUM 1"), FINAL
STONE GRADE TO BE 2.5" BELOW ADJACENT
CONCRETE (APPROX. 613.54)
4" PERFORATED DRAIN TILE (TYP) PITCHED
AT 5%UNLESS NOTED OTHERWISE, AVOID
EL=613A.7PP1ARATUS FOOTINGS (APPROX.
LOCATIONS SHOWN)
EL=613.06
EL=613.03
WTUIETRHFLCM=OU6NSC1TR3BEE.T3FE2L)USH
EL=613.48
EL=613.20
EL=613.56
EL=613.36
EL=613.54
EL=613.57
EL=613.45
EL=613.52
ELE=L6=16133..4151EL=613.1E7L=613.21
EL=613.26
EL=613.24
MEG
EL=612.79
EL=612.87
EL=613.46
EL=613.20
EL=612.98
EL=612.93
EL=613.05
EL=613.04
613
MEG
EL=613.14
PROPOSED CONTOUR
(EL=613)
EL=612.45
PROPOSED REPLACEMENT
CONCRETE PAD, REBAR
REINFORCE INTO EX. CONCRETE.
EL=610.68
EL=611.07
EL=613.01
EL=611.86
EL=613.23
EL=613.13
610
605
EL=606.97
EL=608.34
EL=606.51
610
EL=606.18
EL=607.45
EL=612.17
EL=612.44
GRADING NOTES
1. BEFORE ANY EXCAVATION ON THE SITE, CALL JULIE @ 811. TO LOCATE ANY EXISTING UTILITIES
ON THE SITE. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE LOCATIONS OF ALL BURIED
UTILITIES IN THE AREAS OF WORK BEFORE STARTING OPERATIONS. THE CONTRACTOR SHALL
BE LIABLE FOR COST OF REPAIRING OR REPLACING ANY BURIED CONDUITS, CABLES OR PIPING
DAMAGED DURING THE INSTALLATION OF THIS WORK.
2. CAREFULLY MAINTAIN PRESENT GRADE AT BASE OF ALL EXISTING TREES TO REMAIN. PREVENT
ANY DISTURBANCE OF EXISTING TREES INCLUDING ROOT ZONES. USE TREE PROTECTION
BARRICADES WHERE INDICATED. PROTECT EXISTING TREES TO REMAIN IN PLACE AGAINST
UNNECESSARY CUTTING, BREAKING OR SKINNING OF ROOTS, BRUISING OF BARK OR
SMOTHERING OF TREES. DRIVING, PARKING, DUMPING, STOCKPILING AND/OR STORAGE OF
VEHICLES, EQUIPMENT, SUPPLIES, MATERIALS OR DEBRIS ON TOP OF THE ROOT ZONES
AND/OR WITHIN THE DRIP LINE OF EXISTING TREES OR OTHER PLANT MATERIAL TO REMAIN IS
STRICTLY PROHIBITED.
3. ADJUST ALL UTILITY STRUCTURES TO MEET FINISH GRADE, UNLESS NOTED OTHERWISE.
4. GRADES SHALL SLOPE TO DRAIN, BE FREE OF DEPRESSIONS OR OTHER IRREGULARITIES
AFTER THOROUGH SETTLEMENT AND COMPACTION OF SOIL, AND SHALL BE UNIFORM IN SLOPE
BETWEEN GRADING CONTROLS AND THE ELEVATIONS INDICATED.
5. MAXIMUM SLOPE ON LAWN AREAS SHALL BE 4:1.
6. PLAY EQUIPMENT ELEVATION TO BE SET PER MANUFACTURER'S RECOMMENDATION BASED ON
PROPOSED SURFACING ELEVATION.
7. ALL NEW PAVING TO HAVE A MAX. CROSS SLOPE OF 2% AND MIN. OF 1%. ALL NEW PAVING SHALL
BE SLOPED TO DRAIN TO ADJACENT CURB OR YARD DRAIN/CATCH BASIN.
8. ANY PROPOSED GRADES ON PAVEMENT LESS THAN 1% OR GREATER THAN 5% SHALL BE
BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO PAVEMENT
INSTALLATION.
9. FINISH GRADES SHALL MEET EXISTING GRADES AT LIMIT OF WORK AND BE 1" BELOW TOP OF
CURBS AND ADJACENT PAVING, UNLESS OTHERWISE INDICATED.
10. GRADE TRANSITIONS SHALL BE SMOOTH & CONTINUOUS.
11. ASSURE POSITIVE DRAINAGE. NO PONDING OR PUDDLING.
12. EROSION CONTROL SILT FENCE, IF REQUIRED BY VILLAGE OR OTHER AGENCY, IS
RESPONSIBILITY OF THE CONTRACTOR.
13. CONTRACTOR SHALL PROTECT ALL DRAINTILE AFTER INSTALLATION.
14. PIPE SLOPE SHALL BE 0.5% MINIMUM.
23729 W Ottawa St,
Plainfield, IL 60544
815-436-8812
Project:
Playground
Renovation - Boy
Scout Bid# 2065
Playground
Renovation
GRADING LEGEND
4" PERFORATED DRAINAGE TILE
6" SOLID DRAINAGE TILE
MEG
MEET EXISTING GRADE - MEG
INV 612.05
INV - PIPE INVERT ELEVATION
613
MEG
PROPOSED CONTOUR LINES
PROPOSED CONTOUR
(EL=613)
605 EXISTING CONTOUR LINES
DETAIL REFERENCE
Issues & Revisions
# Date Description
Scale: 1" = 10'
NORTH
0 5 10
20
30
Sheet Title:
Grading & Drainage
Plan- ALT #1
Date: May 14, 2026
BS-5
W. OTTAWA STREET
40'
10'
100'
1'
3'-10"
10'-5"
3'-6"
15'-412"
8'-7"
11'-3"
12'-712"
4'
59'-112"
55'-112"
19'-8
2
1"
38'-2"
11'-7"
1'
10'
10'
1'
DIMENSION & LAYOUT NOTES
1. DIMENSIONS ARE FROM CENTERLINE, FACE OF CURB, FACE OF WALL, CENTER OF POST, OR EDGE
OF PAVEMENT.
2. ALL DIMENSIONS MUST BE FIELD VERIFIED AND ANY DISCREPANCIES REPORTED TO THE
LANDSCAPE ARCHITECT IMMEDIATELY.
3. WHERE PROPOSED PAVEMENT ABUTS EXISTING PAVEMENT, JOINT PATTERNS SHALL MATCH AND
SUPERCEDE JOINT PATTERNS SHOWN ON PLANS.
4. NOTIFY THE APPROPRIATE VILLAGE AGENCIES AT LEAST 48 HOURS PRIOR TO THE START OF ANY
WORK AFFECTING VILLAGE PROPERTY.
5. ALL UTILITIES SHALL BE FIELD LOCATED A MINIMUM OF 2 BUSINESS DAYS PRIOR TO THE START OF
CONSTRUCTION. ANY DISCREPANCIES WITH THIS DRAWING SHALL BE REPORTED TO THE
LANDSCAPE ARCHITECT IMMEDIATELY.
7. IF REQUESTED, LANDSCAPE ARCHITECT WILL PROVIDE TO THE CONTRACTOR AUTOCAD FILES FOR
LAYOUT USE. IF THERE ARE DISCREPANCIES BETWEEN THIS SET OF PLANS AND THE ELECTRONIC
FILES, THE PLAN DRAWINGS SHALL CONTROL. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY OF
ANY DISCREPANCIES.
8. SITE FURNITURE TO BE FIELD LOCATED BY LANDSCAPE ARCHITECT
23729 W Ottawa St,
Plainfield, IL 60544
815-436-8812
Project:
Playground
Renovation - Boy
Scout Bid# 2065
Playground
Renovation
Issues & Revisions
# Date Description
Scale: 1" = 10'
NORTH
0 5 10
20
30
Sheet Title:
Dimension Plan
Date: May 14, 2026
BS-6
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