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

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________________________________________________________________________________

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
W. OTTAWA STREET
DEMOLITION & CONSTRUCTION. ANY DISCREPANCIES WITH THIS DRAWING SHALL BE REPORTED TO
23729 W Ottawa St,
THE LANDSCAPE ARCHITECT IMMEDIATELY. CALL J.U.L.I.E. @ 811.
Plainfield, IL 60544
3 PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS AND OTHER UTILITIES TO REMAIN 815-436-8812
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
Project:
CODES AND ORDINANCES.
5. FENCE LINETYPE DOES NOT INDICATE POST LOCATIONS. Playground
6. REGRADE, TOPSOIL & SOD OR SEED ALL LAWN AREAS DISTURBED DURING CONSTRUCTION. Renovation - Boy
7. ALL WORK WITHIN ANY R.O.W. SHALL CONFORM TO STANDARDS AND SPECIFICATIONS OF LOCAL Scout Bid# 2065
AND/OR STATE JURISDICTIONS.
PLAY EQUIPMENT SAFETY ZONE 8. ALL DISTURBED AREAS TO BE SEEDED, SODDED OR PLANTED SHALL RECEIVE 9" OF APPROVED
TOPSOIL (LIGHTLY COMPACTED). TOPSOIL PROVIDED BY CONTRACTOR.
PROPOSED SPLIT RAIL FENCE. TOT BUILDERS
SEE SPECIFICATIONS MARKET STAND
PROPOSED TURF
9. WINTER SHUTDOWN SHALL BE ADDRESSED EARLY IN THE FALL GROWING SEASON SO THAT SLOPES
USE NORTHEAST CORNER SURFACING BY
OF PARKING LOT AS CUSTOM 2-5 & 5-12 STRUCTURE OTHERS AND OTHER BARE EARTH AREAS MAY BE STABILIZED WITH TEMPORARY AND/OR PERMANENT
STAGING AREA (FOREVER LAWN) VEGETATIVE COVER FOR PROPER EROSION AND SEDIMENT CONTROL.
FOR MATERIAL AND
EQUIPMENT
F 10. STABILIZATION OF DISTURBED AREAS MUST BE INITIATED WITHIN ONE WORKING DAY OF
PERMANENT OR TEMPORARY CESSATION OF EARTH DISTURBING ACTIVITIES AND SHALL BE
PROPOSED SWINGS
A
B COMPLETED AS SOON AS POSSIBLE BUT NOT LATER THAN 14 DAYS FROM THE INITIATION OF THE
STABILIZATION WORK IN AN AREA.
Playground
GENERAL CONSTRUCTION LEGEND
Renovation
EXISTING ASPHALT
CONSTRUCTION ENTRY FROM
PARKING LOT (CONSOLIDATE
SOIL DAMAGE AWAY FROM TREE
ROOTS & DRAINAGE PIPES). E FURNISH & COMPACT CA-7 STONE & EXISTING CONCRETE
CA-16 STONE CAP, SEE BS-4 FOR
STONE GRADE & DEPTH
C
TOT BUILDERS PROPOSED CONCRETE
D
FRIENDLY FENCE
STAND-N-SPIN
PROPOSED TURF SURFACING
G
CONSTRUCTION FENCE
SOLO SPIN G
PROPOSED BENCH CONSTRUCTION FENCE
PROPOSED BENCH
CONSTRUCTION FENCE SILT WATTLE
PROPOSED
H
WASTE RECP. Issues & Revisions
# Date Description
CONTROL JOINT
EXPANSION JOINT
DETAIL REFERENCE
SITE FURNISHINGS & COMPONENTS
PROPOSED SPLIT RAIL FENCE.
ALL ITEMS TO BE FURNISHED BY CONTRACTOR UNLESS OTHERWISE NOTED. ALL ITEMS INSTALLED BY CONTRACTOR.
SEE SPECIFICATIONS
KEY QTY. PART DESCRIPTION DETAIL REFERENCE
A 1 CUSTOM (see specifications) Modular 2--12 Play Structure by LITTLE TIKES INSTALL PER
via Parkreation Inc. MANUFACTURER'S
Purchased by Owner, shipping to Contractor GUIDELINES
B 1 SWINGS Swings by LITTLE TIKES INSTALL PER
via Parkreation Inc. MANUFACTURER'S
INSTALL WASTE RECP. (QT.
Purchased by Owner, shipping to Contractor GUIDELINES
4) PROVIDED BY OWNER
SILT WATTLE C 1 200201870 Solo Spin by LITTLE TIKES INSTALL PER Scale: 1" = 10'
via Parkreation Inc. MANUFACTURER'S
Purchased by Owner, shipping to Contractor GUIDELINES
NORTH
D 1 200201539 Stand-n-Spin by LITTLE TIKES INSTALL PER
via Parkreation Inc. MANUFACTURER'S
PROPOSED REPLACEMENT
Purchased by Owner, shipping to Contractor GUIDELINES
CONCRETE PAD, REBAR
REINFORCE INTO EX. CONCRETE.
E 1 LT0902 Tot Builders Friendly Fence by LITTLE TIKES INSTALL PER 0 5 10 20 30
via Parkreation Inc. MANUFACTURER'S
Purchased by Owner, shipping to Contractor GUIDELINES
NEW PAD MUST MEET ADA
REQUIREMENTS. (< 5% RUNNING
F 1 LT0901 Tot Builders Market Stand by LITTLE TIKES INSTALL PER
SLOPE AND < 2% CROSS SLOPE)
via Parkreation Inc. MANUFACTURER'S
Purchased by Owner, shipping to Contractor GUIDELINES
Sheet Title:
G 2 165-60PL 6' Cast Bench by DuMor INSTALL PER
Construction Plan
via NuToys MANUFACTURER'S
Furnished by Contractor GUIDELINES
H 1 152-31PL 31-Gallon Receptacle Waste Receptacle by DuMOR INSTALL PER
via NuToys MANUFACTURER'S
Furnished by Contractor GUIDELINES
Date: May 14, 2026
BS-3

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
W. OTTAWA STREET 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 23729 W Ottawa St,
L = 6 0 9 . 4 7 L = 6 0 9 . 9 7 L = 6 1 0 . 2 3 E L = 6 1 0 . 8 8 E L = 6 1 1 . 5 6 E L = 6 1 2 . 2 4 E L = 6 1 2 . 5 8 E L = 6 1 3 . 0 7 E L = 6 1 3 . 2 4 2. D C A A N A M R Y E A D F G IS U E T L D U L Y D R U B M R A A N I I N N C G T E A T O I H N F E P E I R N X E S IS S T T E A I N N LL T G A G T T R R IO A E N D E S E O F I A N T T C H B L I A U S S D W E IN O O G R F R K A . O L O L T E X ZO IS N T E IN S G . T U R S E E E T S R T E O E R PR EM OT A E IN C . T P IO R N EVENT Pla 8 in 1 f 5 ie -4 ld 3 , 6 I - L 8 8 6 1 0 2 544
E 6E E BARRICADES WHERE INDICATED. PROTECT EXISTING TREES TO REMAIN IN PLACE AGAINST
1
0 UNNECESSARY CUTTING, BREAKING OR SKINNING OF ROOTS, BRUISING OF BARK OR
SMOTHERING OF TREES. DRIVING, PARKING, DUMPING, STOCKPILING AND/OR STORAGE OF
Project:
VEHICLES, EQUIPMENT, SUPPLIES, MATERIALS OR DEBRIS ON TOP OF THE ROOT ZONES
EL=612.14 AND/OR WITHIN THE DRIP LINE OF EXISTING TREES OR OTHER PLANT MATERIAL TO REMAIN IS
EL=611.41
Playground
STRICTLY PROHIBITED.
Renovation - Boy
7 3. ADJUST ALL UTILITY STRUCTURES TO MEET FINISH GRADE, UNLESS NOTED OTHERWISE.
EL=612.42 3 EL=613.35
EL=612.04 2 .
1 7 9 EL=613.41 Scout Bid# 2065
=
6
6 5 1
3. 4. GRADES SHALL SLOPE TO DRAIN, BE FREE OF DEPRESSIONS OR OTHER IRREGULARITIES
E L 1 3 . 7 1 3 . 7 3 . 7 7 E L = 6 FURNISH & COMPACT CA-7 STONE (MINIMUM B A E F T T W ER E E T N H O G R R O A U D G IN H G S C E O T N TL T E R M O E L N S T A A N N D D T H C E O M EL P E A V C A T T IO IO N N O S F I N S D O I I C L A , A TE N D D . SHALL BE UNIFORM IN SLOPE
EX. DRAIN LINE TO BE 6 6 1 8.5") & CA-16 STONE CAP (MINIMUM 1"), FINAL
1 2 . 3 4 = 6 1 2 . 6
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NUFACTURER'S RECOMMENDATION BASED ON
= 6 E L CONNECTION IS ESTIMATED TOP OF TURF APPROX. INV 612.09 PROPOSED SURFACING ELEVATION.
L 4" PERFORATED DRAIN TILE (TYP) PITCHED
E 613.75 (BY OTHERS)
.5% PITCH-TYP AT 5%UNLESS NOTED OTHERWISE, AVOID
INV 612.24 APPARATUS FOOTINGS (APPROX. 7. ALL NEW PAVING TO HAVE A MAX. CROSS SLOPE OF 2% AND MIN. OF 1%. ALL NEW PAVING SHALL
EL=613.78
LOCATIONS SHOWN) BE SLOPED TO DRAIN TO ADJACENT CURB OR YARD DRAIN/CATCH BASIN.
P
Y
T
H-
INV 612.18 T C .5% 8. ANY PROPOSED GRADES ON PAVEMENT LESS THAN 1% OR GREATER THAN 5% SHALL BE
3 .
0
2 EL=613.73
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PI PITCH-TYP
EL=613.87 I
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1
6 Playground
=
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% INV 612.42 9. FINISH GRADES SHALL MEET EXISTING GRADES AT LIMIT OF WORK AND BE 1" BELOW TOP OF
P IT CURBS AND ADJACENT PAVING, UNLESS OTHERWISE INDICATED. Renovation
TOP OF ALL INLETS GRATES C EL=613.76
H
APPROX. 613.54 (FLUSH -T
WITH STONE BASE) Y P 10. GRADE TRANSITIONS SHALL BE SMOOTH & CONTINUOUS.
EL=613.77
11. ASSURE POSITIVE DRAINAGE. NO PONDING OR PUDDLING.
EL=613.81 EL=612.92
12. EROSION CONTROL SILT FENCE, IF REQUIRED BY VILLAGE OR OTHER AGENCY, IS
EL=613.40
EL=613.64 RESPONSIBILITY OF THE CONTRACTOR.
INV 612.41
EL=613.47
13. CONTRACTOR SHALL PROTECT ALL DRAINTILE AFTER INSTALLATION.
8 E
9 L =
. 6
2 1 14. PIPE SLOPE SHALL BE 0.5% MINIMUM.
1 3
6
.7
= 7
L
E
EL=613.71
DRAIN INLETS
TURF MUST BE FLUSH
UNDER TURF (QT. 3)
WITH CONCRETE) GRADING LEGEND
4 EL=613.57
5
EL=613.32 .
3 EL=612.87
1 EL=612.79 4" PERFORATED DRAINAGE
6 EL=613.45
= TILE Issues & Revisions
L
E EL=613.52
# Date Description
EL=613.36
EL=613.26 EXISTING SOLID DRAINAGE
E
L TILE
EL=613.06
EL=613.41 =
6
1
3 EL=613.24
EL=613.48 5 . 2 MEG MEET EXISTING GRADE - MEG
1 1
.
3
6
1 2%
M
EL=613.20 L = EL=613.17 EL=613.46 AX- INV 612.05
E INV - PIPE INVERT ELEVATION
EL=613.56
3 MEG EL=613.20 EL=612.98 1.5% TYP
0
1 3 . EL=612.93 61 1. 3 5% 2 % TY M PAX- PROPOSED CONTOUR LINES
E L
= 6 EL=613.03 1.5% 2 %
TY M P AX-
EL=613.05
MEG
P (E R L O =6 P 1 O 3 S ) ED CONTOUR
4 605 EXISTING CONTOUR LINES
1
613 .
3
1
EL=613.04 1.5% 2 %
TY M P AX- L =
6
E
PROPOSED CONTOUR DETAIL REFERENCE
1
(EL=613) 0 Scale: 1" = 10'
.
3
MEG 1
6
EL=612.45 =
L
E NORTH
1
7 PROPOSED REPLACEMENT EL=613.23
.
2
1 CONCRETE PAD, REBAR 2
6 2
= REINFORCE INTO EX. CONCRETE. 3 .
L 1 0 5 10 20 30
E EL=611.86 6
=
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Grading & Drainage
8
8
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1
6
=
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EL=612.17
6
1
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EL=608.34
6 1 EL=612.44
0 Date: May 14, 2026
1
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6
7 0
9 6 BS-4
6 . =
0 L
6 6 E
0 =
5 L
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EL=606.18 EL=607.45

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
W. OTTAWA STREET 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 23729 W Ottawa St,
L = 6 0 9 . 4 7 L = 6 0 9 . 9 7 L = 6 1 0 . 2 3 E L = 6 1 0 . 8 8 E L = 6 1 1 . 5 6 E L = 6 1 2 . 2 4 E L = 6 1 2 . 5 8 E L = 6 1 3 . 0 7 E L = 6 1 3 . 2 4 2. D C A A N A M R Y E A D F G IS U E T L D U L Y D R U B M R A A N I I N N C G T E A T O I H N F E P E I R N X E S IS S T T E A I N N LL T G A G T T R R IO A E N D E S E O F I A N T T C H B L I A U S S D W E IN O O G R F R K A . O L O L T E X ZO IS N T E IN S G . T U R S E E E T S R T E O E R PR EM OT A E IN C . T P IO R N EVENT Pla 8 in 1 f 5 ie -4 ld 3 , 6 I - L 8 8 6 1 0 2 544
E 6E E BARRICADES WHERE INDICATED. PROTECT EXISTING TREES TO REMAIN IN PLACE AGAINST
1
0 UNNECESSARY CUTTING, BREAKING OR SKINNING OF ROOTS, BRUISING OF BARK OR
SMOTHERING OF TREES. DRIVING, PARKING, DUMPING, STOCKPILING AND/OR STORAGE OF
Project:
VEHICLES, EQUIPMENT, SUPPLIES, MATERIALS OR DEBRIS ON TOP OF THE ROOT ZONES
EL=612.14 AND/OR WITHIN THE DRIP LINE OF EXISTING TREES OR OTHER PLANT MATERIAL TO REMAIN IS
EL=611.41 Playground
STRICTLY PROHIBITED.
Renovation - Boy
7 3. ADJUST ALL UTILITY STRUCTURES TO MEET FINISH GRADE, UNLESS NOTED OTHERWISE.
EL=612.42 3 EL=613.35
EL=612.04 2 .
E L = 6 1 1 3 . 7 6 1 3 . 7 5 3 . 7 7 ( 6 T " Y S P O ). L P ID IT P C V H C E E D DL R A = A T I6 N . 1 5 P % 3 I . P 7 E 9 E F D L R E = E E N P 6 C . 1 F H I 3 N D . A R 4 L A 1 L IN O C 15 A ' T x1 IO 5' N x3' 4. B G A E F R T T A W E D R E E E S T N H S O H G R A R O L A L U D G S IN L H G O S P C E E O T T N T O L T E R D M O R E L A N S IN T A , A N B N D E D T F H C R E O E M E E L P O E A F V C D A T E T IO I P O N R N E O S S F I S N S IO D O I N I C L S A , A T O E N R D D O . S T H H A E L R L I B R E R E U G N U IF L O A R R M IT I I E N S SLOPE Scout Bid# 2065
1 2 . 3 4 = 6 1 2 . 6
8
EL=613.72 E
L = 6
E
L = 6
E L
= 6 1
E L = 6 1
3. 7 7 15'
15' EL=6
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NUFACTURER'S RECOMMENDATION BASED ON
= 6 E L TOP OF TURF APPROX. INV 612.17 PROPOSED SURFACING ELEVATION.
L
E 613.75 (BY OTHERS)
.5% PITCH-TYP INV 612.05 FRENCH DRAIN 7. ALL NEW PAVING TO HAVE A MAX. CROSS SLOPE OF 2% AND MIN. OF 1%. ALL NEW PAVING SHALL
EL=613.78
TOP 612.50 BE SLOPED TO DRAIN TO ADJACENT CURB OR YARD DRAIN/CATCH BASIN.
10'
BOTTOM 609.50
P
Y
INV 612.42
H-T 8. ANY PROPOSED GRADES ON PAVEMENT LESS THAN 1% OR GREATER THAN 5% SHALL BE
C
3 .
0 2 EL=613.73 .5 %
PIT
INV 612.07
EL=
IN
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HE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO PAVEMENT
1
6 Playground
= TOP OF ALL INLETS
L
E GRATES APPROX. 9. FINISH GRADES SHALL MEET EXISTING GRADES AT LIMIT OF WORK AND BE 1" BELOW TOP OF
613.54 (FLUSH WITH CURBS AND ADJACENT PAVING, UNLESS OTHERWISE INDICATED. Renovation
STONE BASE) EL=613.76
10. GRADE TRANSITIONS SHALL BE SMOOTH & CONTINUOUS.
EL=613.77
11. ASSURE POSITIVE DRAINAGE. NO PONDING OR PUDDLING.
P
T Y EL=613.81 EL=612.92
H-
C
PI T 12. EROSION CONTROL SILT FENCE, IF REQUIRED BY VILLAGE OR OTHER AGENCY, IS
% EL=613.40
EL=613.64 . 5 RESPONSIBILITY OF THE CONTRACTOR.
INV 612.38
EL=613.47 FURNISH & COMPACT CA-7 STONE (MINIMUM
13. CONTRACTOR SHALL PROTECT ALL DRAINTILE AFTER INSTALLATION.
8.5") & CA-16 STONE CAP (MINIMUM 1"), FINAL
8 DRAIN INLETS E
. 9 UNDER TURF (QT. 3) INV 612.31 L = 6 STONE GRADE TO BE 2.5" BELOW ADJACENT
2 1 CONCRETE (APPROX. 613.54) 14. PIPE SLOPE SHALL BE 0.5% MINIMUM.
1 3
6
.7
= 7
4" PERFORATED DRAIN TILE (TYP) PITCHED
L
E AT 5%UNLESS NOTED OTHERWISE, AVOID
EL=613.71
APPARATUS FOOTINGS (APPROX.
LOCATIONS SHOWN)
GRADING LEGEND
4 EL=613.57
TURF MUST BE FLUSH 5
EL=613.32 .
3 EL=612.87
WITH CONCRETE) 1 EL=612.79 4" PERFORATED DRAINAGE TILE
6 EL=613.45
= Issues & Revisions
L
E EL=613.52
# Date Description
EL=613.36
EL=613.26 6" SOLID DRAINAGE TILE
E
L
EL=613.06
EL=613.41 =
6
1
3 EL=613.24
EL=613.48 5 . 2 MEG MEET EXISTING GRADE - MEG
1 1
.
3
6
1 2%
M
EL=613.20 L = EL=613.17 EL=613.46 AX- INV 612.05
E INV - PIPE INVERT ELEVATION
EL=613.56
3 MEG EL=613.20 EL=612.98 1.5% TYP
0
1 3 . EL=612.93 61 1. 3 5% 2 % TY M PAX- PROPOSED CONTOUR LINES
E L
= 6 EL=613.03 1.5% 2 %
TY M P AX-
EL=613.05
MEG
P (E R L O =6 P 1 O 3 S ) ED CONTOUR
4 605 EXISTING CONTOUR LINES
1
613 .
3
1
EL=613.04 1.5% 2%
T Y M P AX- L =
6
E
DETAIL REFERENCE
PROPOSED CONTOUR
1
(EL=613) 0 Scale: 1" = 10'
.
3
MEG 1
6
EL=612.45 =
L
E NORTH
1
7 EL=613.23
.
2
1 2
6 PROPOSED REPLACEMENT 2
L = CONCRETE PAD, REBAR 1 3 . 0 5 10 20 30
E REINFORCE INTO EX. CONCRETE. EL=611.86 6
=
L
8 E
6
.
0
1 EL=611.07
6
= EL=613.13
L
E Sheet Title:
Grading & Drainage
8
8
.
0 Plan- ALT #1
1
6
=
L
E
EL=612.17
6
1
0
EL=608.34
6 1 EL=612.44
0 Date: May 14, 2026
1
5
.
6
7 0
9 6 BS-5
6 . =
0 L
6 6 E
0 =
5 L
E
EL=606.18 EL=607.45

W. OTTAWA STREET
2 0 '-
1
2 0 '- 1
0
1 8 '- 2 " 1 8 '- 2 "
0 "
"
40'
10'
6 100' '-
3
"
1
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9 8
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7
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1'
10'-5"
3'-10"
8
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1
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2" 1
1
8 '-5
2" 1
1' -
1 3'-6"
15'-4
1
2
"
2
2
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8'-7"
2" 1
4
'
11'-3"
1"
4 ' 4'
55'-12
12'-7 1
2
"
1"
59'-12
1
1
'-
2
1 "
9
'-81
1 2"
6
'-
1
"
2
'
11'-7"
2
'
2
'
8
0
'
1'
10'
R
3
4
'
10'
R
1' 3
4
'
1
0
'
"111-'7 2
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.
23729 W Ottawa St,
3. WHERE PROPOSED PAVEMENT ABUTS EXISTING PAVEMENT, JOINT PATTERNS SHALL MATCH AND Plainfield, IL 60544
SUPERCEDE JOINT PATTERNS SHOWN ON PLANS.
815-436-8812
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
Project:
CONSTRUCTION. ANY DISCREPANCIES WITH THIS DRAWING SHALL BE REPORTED TO THE
LANDSCAPE ARCHITECT IMMEDIATELY. Playground
7. IF REQUESTED, LANDSCAPE ARCHITECT WILL PROVIDE TO THE CONTRACTOR AUTOCAD FILES FOR
Renovation - Boy
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
Scout Bid# 2065
ANY DISCREPANCIES.
8. SITE FURNITURE TO BE FIELD LOCATED BY LANDSCAPE ARCHITECT
Playground
Renovation
38'-2"
8
'-
6 2" 1
Issues & Revisions
# Date Description
Scale: 1" = 10'
NORTH
0 5 10 20 30
Sheet Title:
Dimension Plan
Date: May 14, 2026
BS-6

LANDSCAPE NOTES
1. ALL SOD OR SEED & MULCHING PROVIDED AND INSTALED BY CONTRACTOR.
2. NOTE THAT PLANT LIST QUANTITIES ARE FOR THE INSTALLER'S CONVENIENCE ONLY. INSTALLER
W. OTTAWA STREET
SHALL VERIFY ALL QUANTITIES.
23729 W Ottawa St,
Plainfield, IL 60544
3. SEED OR SOD (AS APPROVED BY OWNER) ALL LAWN AREAS DISTURBED DURING CONSTRUCTION.
AREAS SHOWN ON PLAN ARE APPROXIMATE AND ANY AREAS DAMAGED DURING CONSTRUCTION 815-436-8812
MUST BE RESTORED AT NO ADDED COST TO THE OWNER.
4. AREAS OF SEEDING WITH SLOPES OF 4:1 OR GREATER MUST BE COVERED WITH HYDRO-MULCH
PER SPECIFICATIONS. ALL OTHER AREAS MAY BE MULCHED WITH STRAW PER SPECIFICATIONS.
Project:
5. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS, DISEASE, ANY WOUNDS
AND GIRDLED ROOTS. TWO WATERINGS REQUIRED UPON INSTALLATION. Playground
6. ALL PLANT MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT AND Renovation - Boy
OWNER BEFORE, DURING AND AFTER INSTALLATION.
Scout Bid# 2065
7. ALL EXISTING TREES AS SHOWN MUST BE COMPLETELY MULCHED AS SPECIFIED.
8. PRIOR TO MULCHING APPLY A PRE-EMERGENT HERBICIDE (APPROVED BY OWNER) AS
RECOMMENDED BY THE MANUFACTURER TO PREVENT RECURRING WEED AND GRASS GROWTH.
9. ALL WORK WITHIN ANY R.O.W. SHALL CONFORM TO STANDARDS AND SPECIFICATIONS OF LOCAL
AND/OR STATE JURISDICTIONS.
MULCH UNDER NEW SPLIT RAIL
FENCE W/ SPADE EDGE. 2' WIDE
2'
RESTORE ALL DISTURBED AREAS LANDSCAPE PLAN LEGEND
WITH SEED & EROSION BLANKET
(SOD IN LIEU OF SEED ALT #2) Playground
SEE OR SOD RESTORATION
Renovation
RESTORE FRENCH DRAIN
DISTURBED AREAS WITH SOD MULCH
(PART ALT #1)
DETAIL REFERENCE
Issues & Revisions
# Date Description
RESTORE ALL DISTURBED AREAS
WITH SEED & EROSION BLANKET
(SOD IN LIEU OF SEED ALT #2)
Scale: 1" = 10'
NORTH
0 5 10 20 30
Sheet Title:
Landscape Plan
Date: May 14, 2026
BS-7