PLAYGROUND IMPROVEMENTS
c 2015
M I N N E A P O L I S
|
M I L W A U K E E
|
C H I C A G O
Consultants:
CHESAK ELEMENTARY SCHOOL AND
LEGGEE ELEMENTARY SCHOOL
GENERAL PROJECT NOTES
LIST OF DRAWINGS
PARTICIPANTS
OWNER:
ENGINEER:
CONSOLIDATED SCHOOL
DISTRICT 158
650 ACADEMIC DRIVE
ALGONQUIN, IL 60102
INSPEC, INC.
ENGINEERS/ARCHITECTS
126 NORTH JEFFERSON ST.
SUITE 120
MILWAUKEE, WI 53202
(414) 744-6962
(414) 744-6981 - FAX
C1
TITLE SHEET, PARTICIPANTS, LIST OF DRAWINGS, LOCATION MAP, AND
GENERAL PROJECT NOTES
C2
LEGGEE ELEMENTARY SCHOOL - REMOVAL PLAN
C3
LEGGEE ELEMENTARY SCHOOL - NEW CONDITIONS SITE PLAN
C4
C5
BID ITEM ONE: PLAYGROUND IMPROVEMENTS AND ALL
ASSOCIATED WORK AT LEGGEE ELEMENTARY SCHOOL
1.
OWNER WILL SUBMIT, OBTAIN, AND PAY FOR THE BUILDING PERMIT REQUIRED FOR THIS
PROJECT.
2.
VERIFY MEASUREMENTS AND CONDITIONS ON THE PROJECT.
3.
REVIEW SPECIFICATIONS FOR INSTRUCTIONS NOT SHOWN ON DRAWINGS.
4.
EXISTING AND NEW MATERIALS COMMON TO SEVERAL DETAILS MAY BE NOTED ON ONLY
ONE.
5.
CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFE WORKING CONDITIONS ON
AREAS FOR EMPLOYEES AND OTHER PERSONS AT THE SITE. INSTALL 4'-0" HIGH ORANGE
PLASTIC CONSTRUCTION FENCING AROUND ENTIRE PROJECT LIMIT. REMOVE
CONSTRUCTION FENCE AT PROJECT COMPLETION.
6.
SUBSOILS MAY BE DISPOSED OF AT FILL SITES WITHIN THE SCHOOL DISTRICT. SPOILS SHALL
BE GRADED SMOOTH, COMPACTED, SEEDED, AND MULCHED. SEE BELOW FOR FURTHER
INFORMATION AND LOCATIONS. EXACT LOCATIONS SHALL BE DETERMINED BY OWNER AT
PRECONSTRUCTION CONFERENCE.
7.
OWNER HAS PROVIDED FILL SITES ON SCHOOL DISTRICT PROPERTY FOR EXCAVATED SOIL.
SOIL TESTING, DISPOSAL FEES, ETC. ARE NOT REQUIRED IF THE FILL SITES ON SCHOOL
DISTRICT PROPERTY ARE UTILIZED. THE CONTRACTOR MAY UTILIZE OFFSITE DISPOSAL/FILL
SITES. THE CONTRACTOR WOULD BE RESPONSIBLE FOR SOIL TESTING AND
DOCUMENTATION (FORM LPC-663 FROM ILLINOIS EPA) REQUIRED FOR DISPOSAL AT A CLEAN
CONSTRUCTION OR DEMOLITION DEBRIS (CCDD) OR UNCONTAMINATED FILL SITE.
BID ITEM TWO: PLAYGROUND IMPROVEMENTS AND ALL
ASSOCIATED WORK AT CHESAK ELEMENTARY SCHOOL
LEGGEE ELEMENTARY SCHOOL - NEW CONDITIONS GRADING AND
PLUMBING PLAN
CHESAK ELEMENTARY SCHOOL - REMOVAL PLAN
C6
CHESAK ELEMENTARY SCHOOL - NEW CONDITIONS SITE PLAN
C7
CHESAK ELEMENTARY SCHOOL - NEW CONDITIONS GRADING AND
PLUMBING PLAN
C8
DETAILS
BID ITEM THREE: COMBINATION BID FOR BOTH
PLAYGROUND IMPROVEMENTS AND ALL ASSOCIATED
WORK AT LEGGEE ELEMENTARY SCHOOL AND
PLAYGROUND IMPROVEMENTS AND ALL ASSOCIATED
WORK AT CHESAK ELEMENTARY SCHOOL
ALTERNATE 1:
AT CHESAK ELEMENTARY SCHOOL, RECONSTRUCT
ADDITIONAL ASPHALT PLAYGROUND AREA PER DETAIL
2/C8.
PLAYGROUND
CHESAK ELEMENTARY SCHOOL
LEGGEE ELEMENTARY SCHOOL
PLAYGROUND
CHESAK SPOILS FILL SITE
LEGGEE CLAY SOIL
SPOILS FILL SITE
Signature:
Issues and revisions:
ISSUE LEVEL / REVISION:
DATE:
CONSOLIDATED
SCHOOL DISTRICT 158
HARMONY ROAD
Project title:
PLAYGROUND IMPROVEMENTS
CHESAK ELEMENTARY SCHOOL AND
HALIGUS ROAD
LEGGEE ELEMENTARY SCHOOL
Sheet content:
TITLE SHEET
LIST OF DRAWINGS
LOCATION MAP
GENERAL PROJECT INFORMATION
REED ROAD
LEGGEE ELEMENTARY SCHOOL
LOCATION MAP
CHESAK ELEMENTARY SCHOOL
LOCATION MAP
NO SCALE
NO SCALE
13723 HARMONY ROAD, HUNTLEY, ILLINOIS 60142
NORTH
No.:
Client:
HEMMER ROAD
M:\CAD drawings - by client then number\Consolidated SD 158\301464 - 2015 Leggee and Chesak playgrounds\2015 Leggee Chesak 4-29-15 TITLE SHEET - DETAILS.dwg
PROJECT ENGINEER
DAN ROEHRDANZ, P.E.
droehrdanz@inspec.com
4/28/2015 5:05 PM DAN ROEHRDANZ
LIST OF BID ITEMS
AND ALTERNATES
DATE:
CLIENT PROJECT No.:
INSPEC PROJECT No.:
PROJECT MGR:
DRAWN BY:
CHECKED BY:
04/29/2015
BID NO. 2015-19
301464
DR
PG & DR
Sheet No.:
10910 REED ROAD, LAKE IN THE HILLS, ILLINOIS 60156
NORTH
C1 OF 8
LE
O
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G
X
X
X
X
X
M
EN
T
VE
PA
AL
T
PH
EXISTING ASPHALT PAVEMENT
X
X
X
PA
VE
M
AL
T
X
NEW STORM SEWER
WATER
WATER
EXISTING WATER LINE
EXISTING SWALE
M I N N E A P O L I S
|
M I L W A U K E E
|
C H I C A G O
Consultants:
DT
DT
DT
EXISTING DRAIN TILE SYSTEM
DT
DT
DT
NEW DRAIN TILE SYSTEM
SF
SF
SILT FENCING
CF
CF
CONSTRUCTION FENCING
O
L
10" PVC
STORM
PA
DT
CF
Signature:
CF
X
EN
M
VE
BB
STORM
EX
IS
TI
N
G
X
X
T
AL
PH
AS
WATER
WATER
WATER
WATER
WATER
WATER
WATER
WATER
EN
WATER
T
M
VE
PA
TE
R
WATER
WATER
T
AL
CF
PH
BB
CF
IN
G
AS
CF
WA
WATER
WATER
HYDRANT
EN
T
EX
PA
VE
M
AL
T
SF
IN
G
T
STORM
CF
R
TE
AS
PH
D
CF
EX
IS
T
STORM
WA
DATE:
No.:
EXISTING
GRASS
SF
DT
T
D
T
W
SS
EXISTING
GRASS
ALE
AS
GR
G
N
STI
EXI
D
CF
SF
CF
DT
STORM
D
FB
FB
ISSUE LEVEL / REVISION:
CF
SF
STORM
EXISTING
GRASS
10" PVC
STORM
STORM
5' FH
F
C
Issues and revisions:
SF
IS
T
F
C
CATCH BASIN #1
RIM 94.70 (APPROX.)
INV. N & S 88.60 (APPROX.)
SUMP 86.00
EXISTING ASPHALT PAVEMENT
WATER
STORM
STORM
EXISTING
GRASS
ALT
ASPH
G
N
I
T
EXIS ENT
M
V
A
P E
WATER
CF
SF
X
T
WATER
BB
R
STORM
AS
PH
G
STORM
WATER
WATER
TE
SC
HO
EN
T
X
X
AS
TI
NG
IS
EX
X
STORM MANHOLE
RIM 98.62
INV E 96.55 - 6" DRAIN TILE
INV W 95.72 - 6" DRAIN TILE
INV N 95.62 - 10" PVC
EXISTING
GRASS
WATER
MANHOLE
WA
EXISTING STORM SEWER
STORM
DT
N
TI
IS
EX
STORM
EXISTING ASPHALT PAVEMENT
STORM
GRADING LIMITS
TA
RY
EXISTING
GRASS
STORM
c 2015
EXISTING BUILDING
X
STORM
G
EE
STORM
LE
G
NEW CONSTRUCTION
EN
BB
HYDRANT
T
SF
STORM
8" PVC
STORM
DT
DT
SF
DT
SF
ER
RM
O
E
ST
CF
NG
DT
6"
HD
P
4' FH
TI
O
ST
EX
IS
RM
DT
DT
DT
DT
DT
DT
STORM
REMOVAL NOTES:
7' FH
DT
DT
DT
EXISTING
GRASS
PLAYFIELD
DT
DT
DT
DT
DT
AS
S
ST
OR
SW
M
DT
GR
NG
TI
ST 6"
OR P
M V
C
STORM
IS
EX
OR
M
DT
6"
M
OR
ST
M
ST
OR
PV
C
ST
OR
M
ST
DT
STORM
CHESAK ELEMENTARY SCHOOL AND
EXISTING
GRASS
RM
ST
O
OR
M
0' 2' 6' 10'
20'
40'
NORTH
EXISTING
GRASS
PLAYFIELD
WHERE HAUL ROUTE MEETS
EXISTING PARKING LOT IN
FRONT OF SCHOOL, INSTALL
STONE TRACKING PAD, 14'
WIDE BY 50' LONG, PRIOR TO
CONSTRUCTION. SEE DETAIL
7/C8. AT PROJECT
COMPLETION RESTORE WITH
4" TOPSOIL, SEED, AND
EROSION MAT.
LEGGEE ELEMENTARY SCHOOL
Sheet content:
BID ITEM ONE
REMOVAL PLAN FOR
LEGGEE ELEMENTARY SCHOOL
APPROXIMATE HAUL ROUTE. .
RESTORE WITH TOPSOIL,
SEED, AND EROSION MAT AT
PROJECT COMPLETION.
EXISTING
GRASS
1"=20'-0"
PLACE GEOFABRIC UNDER
MANHOLE/CATCH BASIN COVER.
DT
STORM
STORM
LEGGEE ELEMENTARY SCHOOL
REMOVAL PLAN
PLAYGROUND IMPROVEMENTS
RAISE MANHOLE FRAME AND
COVER TO NEW GRADES
8' FH
EXISTING
GRASS
STORM
MANHOLE
Project title:
DT
DT
STORM
STORM
REMOVE SOD, TOPSOIL, AND SUBSOILS TO NEW SUBGRADE
ELEVATIONS. AT FILL LOCATIONS, TOPSOIL SHALL BE
REMOVED PRIOR TO PLACING AND COMPACTING FILL.
E
4' FH
AL
DT
STORM
EXISTING TRENCH DRAIN
CATCH BASIN.
RIM 94.96
INVERT 92.95
DT
STORM
STORM
BID ITEM ONE:
DT
12" HDPE
DT
DT
STORM
STORM
EXISTING
GRASS
PLAYFIELD
CONSOLIDATED
SCHOOL DISTRICT 158
DT
DT
STORM
4' FH
STORM MANHOLE
NEW RIM 95.80
EXISTING RIM 94.16
INV E 90.66 - 10" PVC
INV N & S 90.16 - 12" HDPE
NEW DRAIN TILE
INVERT 91.00
CF
DT
DT
CF
CU
LV
CF
5' FH
STORM
T
SF
CF
STORM
CF
DT
7' FH
SF
T
DT
D
DT
STORM
STORM
STORM
MANHOLE
INVERT -6.6'
STORM
12" HDPE
Client:
4' FH
9' FH
EXISTING
GRASS
STORM
SF
STORM
7' FH
OUTLINE AND
GENERAL LOCATION
OF EXISTING
PLAYGROUND
EQUIPMENT (TYPICAL)
STORM
STORM
STORM
CF
STORM
DT
12" HDPE
STORM
STORM
STORM
STORM
STORM
STORM
STORM
T
STORM
12" HDPE
DT
STORM
STORM
STORM
STORM
STORM
D
STORM
STORM MANHOLE
RIM 96.25
SOUTHWEST INVERT 90.05
BENCH 88.25
SOUTH AND WEST INVERT 87.25
EXISTING
GRASS
ST
EXISTING CONSTRUCTION
EM
EXISTING
WOOD CHIP
PLAYGROUND
X
STORM
M:\CAD drawings - by client then number\Consolidated SD 158\301464 - 2015 Leggee and Chesak playgrounds\2015 Leggee and Chesak 4-29-15 plans DAN.dwg
EL
X
SC
HO
EL
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EN
TA
RY
STORM
4/28/2015 5:20 PM DAN ROEHRDANZ
G
EE
LEGEND:
CAUTION:
LOCATIONS OF UTILITIES ARE APPROXIMATE ONLY.
CONTACT J.U.L.I.E. AT 1-800-892-0123 AND DOUG
RENKOSIK OF THE CONSOLIDATED SCHOOL DISTRICT
158 AT (847) 659-6161 PRIOR TO DIGGING.
CONTRACTOR SHALL PAY FOR MARKING EXACT
LOCATIONS OF PRIVATE UTILITIES (IF NECESSARY).
ALL DAMAGED UTILITY LINES WILL BE REPAIRED AND
PAID FOR BY THE CONTRACTOR. CONTRACTOR IS
RESPONSIBLE FOR COORDINATION AND CONFLICT
RESOLUTION WITH UTILITY OWNER.
INSTALL SILT FENCE PRIOR TO
CONSTRUCTION (TYPICAL THIS
LINE TYPE). REMOVE SILT FENCE
AT PROJECT COMPLETION.
INSTALL 4'-0" HIGH ORANGE
CONSTRUCTION FENCE PRIOR TO
CONSTRUCTION (TYPICAL THIS LINE TYPE).
REMOVE AT PROJECT COMPLETION.
DATE:
CLIENT PROJECT No.:
INSPEC PROJECT No.:
PROJECT MGR:
DRAWN BY:
CHECKED BY:
04/29/2015
BID NO. 2015-19
301464
DR
PG & DR
Sheet No.:
C2 OF 8
LE
O
L
G
X
SC
HO
X
X
X
X
M
EN
T
VE
PA
AL
T
PH
EXISTING ASPHALT PAVEMENT
X
X
X
EXISTING
GRASS
STORM
EXISTING STORM SEWER
STORM
STORM
NEW STORM SEWER
WATER
WATER
EXISTING WATER LINE
EXISTING SWALE
M I N N E A P O L I S
|
M I L W A U K E E
|
C H I C A G O
Consultants:
DT
DT
DT
EXISTING DRAIN TILE SYSTEM
DT
DT
DT
NEW DRAIN TILE SYSTEM
O
L
X
AL
T
X
STORM
c 2015
PA
VE
M
STORM MANHOLE
RIM 98.62
INV E 96.55 - 6" DRAIN TILE
INV W 95.72 - 6" DRAIN TILE
INV N 95.62 - 10" PVC
SC
HO
EN
T
X
X
AS
TI
NG
IS
EX
X
X
NEW CONSTRUCTION
GRADING LIMITS WITH NEW 4" TOPSOIL,
SEED, AND EROSION MAT
TA
RY
EXISTING
GRASS
EXISTING CONSTRUCTION
EXISTING BUILDING
EN
EXISTING
WOOD CHIP
PLAYGROUND
N
TI
IS
EX
PA
BB
EN
T
T
X
X
EN
M
VE
BB
Signature:
EX
IS
TI
N
G
X
X
T
AL
PH
AS
AS
PH
G
EXISTING ASPHALT PAVEMENT
LEGEND:
EM
HYDRANT
15'-6"
10'-6"
5
C8
IN
G
AS
BB
Issues and revisions:
1
C8
AS
PH
AL
T
PA
VE
M
15'-6"
EXISTING ASPHALT PAVEMENT
5
C8
5
C8
IN
G
ALT
ASPH
G
N
I
T
EXIS ENT
M
V
A
P E
EX
IS
T
EXISTING
GRASS
1
C8
FB
FB
W
SS
EXISTING
GRASS
STORM MANHOLE
NEW RIM 95.80
EXISTING RIM 94.16
INV E 90.66 - 10" PVC
INV N & S 90.16 - 12" HDPE
NEW DRAIN TILE
INVERT 91.00
20'-6"
T
ER
LV
CU
E
CUTTING, FILLING,
GRADING, 4"
TOPSOIL, SEEDING,
AND EROSION MAT
BETWEEN NEW
CONCRETE CURBS
AND GRADING
LIMITS (TYPICAL)
Client:
CONSOLIDATED
SCHOOL DISTRICT 158
EXISTING
GRASS
PLAYFIELD
NG
EX
IS
TI
EXISTING
GRASS
SITE PLAN NOTES:
7' FH
EXISTING
GRASS
PLAYFIELD
1. CUTTING, FILLING, GRADING, 4" TOPSOIL,
SEEDING, AND EROSION MAT BETWEEN
NEW CONCRETE CURBS AND GRADING
LIMITS (TYPICAL)
Project title:
AL
E
4' FH
CHESAK ELEMENTARY SCHOOL AND
8' FH
EX
IS
TI
NG
GR
AS
S
SW
PLAYGROUND IMPROVEMENTS
LEGGEE ELEMENTARY SCHOOL
EXISTING
GRASS
EXISTING
GRASS
EXISTING
GRASS
PLAYFIELD
Sheet content:
BID ITEM ONE
STORM
MANHOLE
INVERT -6.6'
NEW CONDITIONS - SITE PLAN FOR
STORM
MANHOLE
LEGGEE ELEMENTARY SCHOOL
EXISTING
GRASS
EXISTING
GRASS
LEGGEE ELEMENTARY SCHOOL
NEW CONDITIONS - SITE PLAN
1"=20'-0"
0' 2' 6' 10'
20'
40'
No.:
ALE
6"
HD
P
DATE:
AS
GR
G
N
STI
EXI
5
C8
EXISTING TRENCH
DRAIN
ISSUE LEVEL / REVISION:
GRASS
1
C8
CB 1
STORM MANHOLE
RIM 96.25
SOUTHWEST INVERT 90.05
BENCH 88.25
SOUTH AND WEST INVERT 87.25
SWING SET STRUCTURE AND EQUIPMENT PER
LAYOUT IN SPECIFICATIONS. INSTALL ALL
STRUCTURES AND EQUIPMENT PER
MANUFACTURER'S WRITTEN INSTRUCTIONS.
INSTALL POSTS IN FOOTINGS PER DETAIL 6/C8.
INSTALL RUBBER MATS PER DETAIL 8/C8 AND
SPECIFICATIONS.
EXISTING
1
C8
50'-0" INSIDE CURBS
EN
T
EX
IS
T
EXISTING
GRASS
10'-6"
PH
AL
T
PA
VE
35'-0"
INSIDE CURBS
30'-0"
M
WATER
MANHOLE
HYDRANT
M:\CAD drawings - by client then number\Consolidated SD 158\301464 - 2015 Leggee and Chesak playgrounds\2015 Leggee and Chesak 4-29-15 plans DAN.dwg
EL
X
EL
EM
EN
TA
RY
G
EE
LE
G
G
EE
CATCH BASIN #1
RIM 94.70 (APPROX.)
INV. N & S 88.60 (APPROX.)
SUMP 86.00
4/28/2015 5:21 PM DAN ROEHRDANZ
CAUTION:
LOCATIONS OF UTILITIES ARE APPROXIMATE ONLY.
CONTACT J.U.L.I.E. AT 1-800-892-0123 AND DOUG
RENKOSIK OF THE CONSOLIDATED SCHOOL DISTRICT
158 AT (847) 659-6161 PRIOR TO DIGGING.
CONTRACTOR SHALL PAY FOR MARKING EXACT
LOCATIONS OF PRIVATE UTILITIES (IF NECESSARY).
ALL DAMAGED UTILITY LINES WILL BE REPAIRED AND
PAID FOR BY THE CONTRACTOR. CONTRACTOR IS
RESPONSIBLE FOR COORDINATION AND CONFLICT
RESOLUTION WITH UTILITY OWNER.
DATE:
CLIENT PROJECT No.:
INSPEC PROJECT No.:
PROJECT MGR:
DRAWN BY:
CHECKED BY:
04/29/2015
BID NO. 2015-19
301464
DR
PG & DR
NORTH
Sheet No.:
C3 of 8
O
L
LE
X
X
X
X
X
M
EN
T
X
VE
PA
X
X
EXISTING SWALE
M I L W A U K E E
|
C H I C A G O
Consultants:
DT
DT
DT
EXISTING DRAIN TILE SYSTEM
DT
DT
DT
NEW DRAIN TILE SYSTEM
SC
HO
PA
VE
M
93.80 DTI
EXISTING SPOT ELEVATION
NEW SPOT ELEVATION - TOP OF
NEW CONCRETE, TOP OF NEW
PAVEMENT, AND/OR TOP OF NEW
WOOD CHIP MULCH
NEW DRAIN TILE INVERT ELEVATION
O
L
98.52
98.62 RIM
10" PVC
STORM
DT
Signature:
97.92
98.50
WATER
WATER
WATER
98.54
WATER
98.59
98.56
WATER
WATER
WATER
WATER
HYDRANT
96.50
PA
T
AL
PH
AS
IN
G
94.50 DTI
EX
EN
T
PA
VE
M
AS
PH
AL
T
R
10" PVC
IN
G
95.95
EX
IS
T
96.50
DT
STORM
DT
DT
DT
95.12
Issues and revisions:
ISSUE LEVEL / REVISION:
96.12
96.50
EXISTING
GRASS
96.02
W
SS
AS
GR
G
N
STI
EXI
93.60 DTI
DT
DATE:
95.76
96.15
ALE
95.64
95.12
96.18
T
ER
LV
RM
CU
6"
NG
TI
RM
STORM
DT
96.75
7' FH
96.90
DT
DT
DT
94.00
DT
EXISTING
GRASS
PLAYFIELD
96.75
DT
96.95
Project title:
4' FH
E
DT
DT
DT
DT
SW
M
94.30
EXISTING TRENCH DRAIN
CATCH BASIN.
RIM 94.96
INVERT 92.95
AL
94.20
92.87
NG
TI
C
IS
EX
ST 6"
OR P
M V
CHESAK ELEMENTARY SCHOOL AND
EXISTING
GRASS
97.28
96.38
M
OR
PV
C
ST
OR
M
96.90
Sheet content:
NEW CONDITIONS - GRADING
M
88.77
BID ITEM ONE
95.60
6"
STORM
OR
INVERT 6'-0" BELOW RIM
ST
M
EXISTING
GRASS
PLAYFIELD
89.30
ST
OR
LEGGEE ELEMENTARY SCHOOL
97.73
96.50
DT
96.90
ST
97.33
96.55
96.22
96.95
DT
STORM
GR
DT
8' FH
89.77
STORM
MANHOLE
PLAYGROUND IMPROVEMENTS
96.60
97.91
96.35
AS
S
ST
OR
91.58
DT
STORM
97.30
96.91
DT
94.28
EXISTING
GRASS
PLAYFIELD
CONSOLIDATED
SCHOOL DISTRICT 158
DT
STORM
Client:
O
ST
EX
IS
DT
DT
STORM
ST
HD
P
STORM
DT
DT
94
94 .90
.10
97.12
DT
STORM
STORM
97.81
DT
STORM
STORM
97.39
DT
96.75
93.00
90.25
STORM
MANHOLE
INVERT -6.6'
96.34
DT
90.85
97.13
DT
94.00
O
DT
E
DT
DT
94.60
STORM
12" HDPE
STORM MANHOLE
NEW RIM 95.80
EXISTING RIM 94.16
INV E 90.66 - 10" PVC
INV N & S 90.16 - 12" HDPE
NEW DRAIN TILE
INVERT 91.00
94.50
94.60
DT
12" HDPE
94.31
DT
94.54
STORM
94.36
93.30
95.25
94.40
95.20
94.25
94.30
STORM
STORM
94.42
95.28
94.95
94.55
DT
STORM
STORM
95.78
94.90
95.73
94.66
DT
STORM
EXISTING
GRASS
95.08
95.14
94.40
94.70
94.25
DT
EXISTING TRENCH
DRAIN
T
STORM
EXISTING
GRASS
STORM
STORM
STORM
STORM
95.47
94.93
95.75
94.85
94.65
OUTLINE AND
GENERAL LOCATION
OF EXISTING
PLAYGROUND
EQUIPMENT TO
REMAIN (TYPICAL)
96.38
94.65
D
DT
DT
95.67
94.53
8" PVC
DT
95.10
95.09
93.97
STORM
94.96
DT
STORM
94.88
DT
94.72
96.17
95.05
T
STORM
T
STORM
D
STORM
STORM
94.16
12" HDPE
STORM
STORM
STORM
STORM
STORM
STORM
STORM
STORM
STORM
STORM
CB 1
94.97
12" HDPE
D
STORM
STORM MANHOLE
RIM 96.25
SOUTHWEST INVERT 90.05
BENCH 88.25
SOUTH AND WEST INVERT 87.25
90.75
AND PLUMBING PLAN FOR
93.62
88.75
EXISTING
GRASS
ST
O
RM
LEGGEE ELEMENTARY SCHOOL
EXISTING
GRASS
OR
M
ST
No.:
95.96
EXISTING
GRASS
DT
T
D
T
STORM
95.41
97.51
DRAIN TILE LINE
(TYPICAL THIS LINE
TYPE). SEE DETAIL 3/C8.
96.12
94.00 DTI
D
FB
FB
95.27
97.57
94.10 DTI
95.57
95.35
95.48
DT
95.90
97.71
96.50
STORM
95.46
DT
STORM
95.50
96.90
EXISTING
GRASS
95.94
DT
CATCH BASIN #1
RIM 94.70 (APPROX.)
INV. N & S 88.60 (APPROX.)
SUMP 86.00
95.52
97.53
DT
96.19
95.60
97.25
97.49
DT
STORM
IS
T
96.72
96.31
DT
STORM
TE
WATER
96.50 +-
95.70
97.83
EXISTING WATER LINE
98.20
98.64
AL
T
M
VE
TE
R
WA
R
WATER
WATER
96.61
95.88
WA
97.19
97.42
T
STORM
96.18
96.09
ALT
ASPH
G
N
I
T
EXIS ENT
M
V
A
P E
WATER
|
STORM
96.40
EXISTING
GRASS
WATER
M I N N E A P O L I S
EN
96.65
97.19
96.74
WATER
T
X
X
T
WATER
WATER
BB
TE
BB
EX
IS
TI
N
G
X
X
EN
M
VE
WATER
96.95
WA
BENCHMARK:
NORTHEAST TAG BOLT OF
UPPER FLANGE
ELEVATION 100.00 (ASSUMED)
STORM
PA
WATER
NEW STORM SEWER
AS
PH
X
T
AL
PH
AS
98.05
WATER
MANHOLE
HYDRANT
98.51
EN
T
X
X
X
96.90
G
STORM
EXISTING ASPHALT PAVEMENT
STORM MANHOLE
RIM 98.62
INV E 96.55 - 6" DRAIN TILE
INV W 95.72 - 6" DRAIN TILE
INV N 95.62 - 10" PVC
97.19
BB
95.95
95.24
EXISTING ASPHALT PAVEMENT
98.88
EXISTING
GRASS
96.41
WATER
STORM
99.10
97.65
96.89
93.85
M:\CAD drawings - by client then number\Consolidated SD 158\301464 - 2015 Leggee and Chesak playgrounds\2015 Leggee and Chesak 4-29-15 plans DAN.dwg
97.44
96.79
WATER
EXISTING STORM SEWER
STORM
GRADING LIMITS WITH NEW 4" TOPSOIL,
SEED, AND EROSION MAT
TA
RY
AL
T
X
X
EXISTING
GRASS
STORM
c 2015
DT
N
TI
IS
EX
STORM
LE
G
97.22
98.08
96.69
4/28/2015 5:21 PM DAN ROEHRDANZ
97.52
STORM
EN
PH
AS
TI
NG
EX
IS
97.47
NEW CONSTRUCTION
EM
D
STORM
EXISTING ASPHALT PAVEMENT
STORM
X
STORM
98.42
EXISTING
WOOD CHIP
PLAYGROUND
EXISTING CONSTRUCTION
EXISTING BUILDING
97.89
98.83
98.21
EL
98.03
98.20
98.79
G
EE
SC
HO
EL
EM
EN
TA
RY
STORM
G
EE
G
98.63
LEGEND:
CAUTION:
LOCATIONS OF UTILITIES ARE APPROXIMATE ONLY.
CONTACT J.U.L.I.E. AT 1-800-892-0123 AND DOUG
RENKOSIK OF THE CONSOLIDATED SCHOOL DISTRICT
158 AT (847) 659-6161 PRIOR TO DIGGING.
CONTRACTOR SHALL PAY FOR MARKING EXACT
LOCATIONS OF PRIVATE UTILITIES (IF NECESSARY).
ALL DAMAGED UTILITY LINES WILL BE REPAIRED AND
PAID FOR BY THE CONTRACTOR. CONTRACTOR IS
RESPONSIBLE FOR COORDINATION AND CONFLICT
RESOLUTION WITH UTILITY OWNER.
LEGGEE ELEMENTARY SCHOOL
NEW CONDITIONS - GRADING AND PLUMBING PLAN
1"=20'-0"
87.95
0' 2' 6' 10'
20'
40'
DATE:
CLIENT PROJECT No.:
INSPEC PROJECT No.:
PROJECT MGR:
DRAWN BY:
CHECKED BY:
04/29/2015
BID NO. 2015-19
301464
DR
PG & DR
NORTH
Sheet No.:
C4 OF 8
CAUTION:
LOCATIONS OF UTILITIES ARE APPROXIMATE ONLY.
CONTACT J.U.L.I.E. AT 1-800-892-0123 AND DOUG
RENKOSIK OF THE CONSOLIDATED SCHOOL DISTRICT
158 AT (847) 659-6161 PRIOR TO DIGGING.
CONTRACTOR SHALL PAY FOR MARKING EXACT
LOCATIONS OF PRIVATE UTILITIES (IF NECESSARY).
ALL DAMAGED UTILITY LINES WILL BE REPAIRED AND
PAID FOR BY THE CONTRACTOR. CONTRACTOR IS
RESPONSIBLE FOR COORDINATION AND CONFLICT
RESOLUTION WITH UTILITY OWNER.
LEGEND:
EXISTING CONSTRUCTION
NEW CONSTRUCTION
STORM
STORM
EXISTING STORM SEWER
STORM
STORM
NEW STORM SEWER
WATER
WATER
EXISTING WATER LINE
EXISTING SWALE
c 2015
M I N N E A P O L I S
|
M I L W A U K E E
|
C H I C A G O
Consultants:
EXISTING BUILDING
DT
DT
DT
EXISTING DRAIN TILE SYSTEM
DT
DT
DT
NEW DRAIN TILE SYSTEM
GRADING LIMITS
SF
SF
SILT FENCING
CF
CF
CONSTRUCTION FENCING
BENCHMARK:
STOOP AT CENTER OF DOOR 6
ELEVATION 884.00
CHESAK ELEMENTARY SCHOOL
DOOR 6
DOOR 7
DRAINAGE ROCK
DOOR 8
GRASS
T
L
EE
T
"S
DT
D
6"
CF
LE
IB
SS
Y
PIO
LIT
UT
EXISTING CATCH BASIN:
RIM 883.62
INV W 880.70 - 6" DRAIN TILE
INV NE 880.70 - 6" DRAIN TILE
INV N 880.62 - 3" STEEL
INV E 880.54 - 10" PVC
3
CB
DT
R
6"
AG
E
ST
O
RM
N
SAN MH
ST
O
RM
Issues and revisions:
ISSUE LEVEL / REVISION:
10
"P
FH
ST
W
N
GRASS
VC
AT
O
ER
RM
RM
CF
STO
SA
N
SF
CF
DRAINAGE ROCK
N
SA
N
SA
CF
15"
BB
SA
N
ST
GRASS
ST
M
OR
ST
SAN
H TORM
S
S
"
15
N
SA
ST
PE
STOR
M
S
M
RM
TO
BID ITEM TWO:
PE M
HDSTOR
EXISTING
ASPHALT
PLAYGROUND
REMOVE SOD, TOPSOIL, AND SUBSOILS TO
NEW SUBGRADE ELEVATIONS.
ST
OR
M
CB
M
15
ST
OR
E
REMOVAL NOTES:
M
OR
WOOD CHIP
PLAYGROUND
AND PLAY
STRUCTURES
C
12" PV STORM
DP
WOOD CHIP
PLAYGROUND
AND PLAY
STRUCTURES
BB
WOOD CHIP
PLAYGROUND
AND PLAY
STRUCTURES
WOOD CHIP
PLAYGROUND
AND PLAY
STRUCTURES
SAWCUT AND REMOVE 24" WIDE STRIP OF
EXISTING ASPHALT PAVEMENT WHERE NEW
ASPHALT PAVEMENT ABUTS EXISTING ASPHALT
PLAYGROUND
WHERE HAUL ROUTE MEETS
EXISTING PARKING LOT IN
FRONT OF SCHOOL, INSTALL
STONE TRACKING PAD, 14'
WIDE BY 50' LONG, PRIOR TO
CONSTRUCTION. SEE DETAIL
7/C8. AT PROJECT
COMPLETION RESTORE WITH
4" TOPSOIL, SEED, AND
EROSION MAT.
INSTALL 4'-0" HIGH ORANGE
CONSTRUCTION FENCE PRIOR TO
CONSTRUCTION (TYPICAL THIS LINE TYPE).
REMOVE AT PROJECT COMPLETION.
20'
40'
NORTH
Project title:
PLAYGROUND IMPROVEMENTS
CHESAK ELEMENTARY SCHOOL AND
LEGGEE ELEMENTARY SCHOOL
Sheet content:
BID ITEM TWO
REMOVAL PLAN FOR
INSTALL SILT FENCE PRIOR TO
CONSTRUCTION (TYPICAL THIS
LINE TYPE). REMOVE SILT FENCE
AT PROJECT COMPLETION.
0' 2' 6' 10'
REMOVE EXISTING ASPHALT PAVEMENT,
BASE AGGREGATE AND SUBSOILS DOWN
TO SUBGRADE ELEVATIONS
PLACE GEOFABRIC UNDER
MANHOLE/CATCH BASIN GRATE.
APPROXIMATE HAUL ROUTE. .
RESTORE WITH TOPSOIL,
SEED, AND EROSION MAT AT
PROJECT COMPLETION.
1"=20'-0"
ALTERNATE 1:
M
OR
15" H
D
"H
M
OR
CONSOLIDATED
SCHOOL DISTRICT 158
ST
AN
STOR
CHESAK ELEMENTARY SCHOOL
REMOVAL PLAN
Client:
M
OR
N
SA
GRASS
EXISTING CATCH BASIN:
RIM 881.58
INV E 877.75 - 12" PVC
INV SW 877.66 - 15" HDPE
INV SE 877.66 - 15" HDPE
INV NE 877.58 - 15" HDPE
E
DP
EXISTING CATCH BASIN:
RIM 880.98
INV W 877.90 - 10" PVC
INV SW 877.90 - 12" PVC
INV SW 877.40 - 15" HDPE
INV NW 877.40 - 15" HDPE
SA
N
CF
M
M:\CAD drawings - by client then number\Consolidated SD 158\301464 - 2015 Leggee and Chesak playgrounds\2015 Leggee and Chesak 4-29-15 plans DAN.dwg
CF
STOR
4/28/2015 5:22 PM DAN ROEHRDANZ
CF
M
OR
ST
ER
AT
CF
W
CF
CB
M
OR
CB
EXISTING CATCH BASIN:
RIM 882.32
INV NE 879.74 - 12" PVC
NEW DRAIN TILE INVERT 880.00
STORM
STORM
ST
CF
RM
ER
STORM
STORM
STORM
STORM
STORM
O
AT
12" PVC
ST
W
CF
EXISTING
ASPHALT
TO REMAIN
No.:
15" H
DPE
SA
N
RM
GRASS
GRASS
DATE:
ST
O
CF
EXISTING
ASPHALT PATH
SF
GRASS
SA
CF
CONC.
DRAINAGE ROCK
CF
EXISTING
ASPHALT PATH
SF
GRASS
N
D
R
CF
TREE TO
REMAIN
CF
SF
AI
N
SA
SA
CF
?
ITY
O
C
K
IL
UT
DRAINAGE ROCK
Signature:
CONC.
REMOVE EXISTING ASPHALT PAVEMENT,
BASE AGGREGATE AND SUBSOILS DOWN
TO SUBGRADE ELEVATIONS
CHESAK ELEMENTARY SCHOOL
DATE:
CLIENT PROJECT No.:
INSPEC PROJECT No.:
PROJECT MGR:
DRAWN BY:
CHECKED BY:
04/29/2015
BID NO. 2015-19
301464
DR
PG & DR
Sheet No.:
C5 OF 8
CAUTION:
LOCATIONS OF UTILITIES ARE APPROXIMATE ONLY.
CONTACT J.U.L.I.E. AT 1-800-892-0123 AND DOUG
RENKOSIK OF THE CONSOLIDATED SCHOOL DISTRICT
158 AT (847) 659-6161 PRIOR TO DIGGING.
CONTRACTOR SHALL PAY FOR MARKING EXACT
LOCATIONS OF PRIVATE UTILITIES (IF NECESSARY).
ALL DAMAGED UTILITY LINES WILL BE REPAIRED AND
PAID FOR BY THE CONTRACTOR. CONTRACTOR IS
RESPONSIBLE FOR COORDINATION AND CONFLICT
RESOLUTION WITH UTILITY OWNER.
LEGEND:
EXISTING CONSTRUCTION
NEW CONSTRUCTION
STORM
STORM
EXISTING STORM SEWER
STORM
STORM
NEW STORM SEWER
WATER
WATER
EXISTING WATER LINE
EXISTING SWALE
c 2015
M I N N E A P O L I S
|
M I L W A U K E E
|
C H I C A G O
Consultants:
EXISTING BUILDING
DT
DT
DT
EXISTING DRAIN TILE SYSTEM
DT
DT
DT
NEW DRAIN TILE SYSTEM
GRADING LIMITS WITH NEW 4" TOPSOIL,
SEED, AND EROSION MAT
VERIFY LOCATION OF GROUND
PANELS WITH OWNER. INSTALL
PUPPET STAGE, XYLOPHONE, AND
1/2 CALYPSO-2-DRUM GROUND
PANELS IN THE SOUTHWEST
CORNER OF THE WOOD CHIP PLAY
AREA. INSTALL THE GROUND
PANELS AWAY FROM THE DRAIN TILE
LINES AND OUTSIDE OF THE FALL
ZONES OF THE OTHER PLAY
STRUCTURES/EQUIPMENT. INSTALL
ALL STRUCTURES AND EQUIPMENT
PER MANUFACTURER'S WRITTEN
INSTRUCTIONS. INSTALL POSTS IN
FOOTINGS PER DETAIL 6/C8.
INSTALL PLAY STRUCTURE AND EQUIPMENT PER LAYOUT IN SPECIFICATIONS EXCEPT
RELOCATE THE PUPPET STAGE, XYLOPHONE, AND 1/2 CALYPSO-2-DRUM GROUND PANELS TO
THE SOUTHWEST CORNER OF THE WOOD CHIP PLAY AREA (VERIFY LOCATION WITH OWNER).
INSTALL THE GROUND PANELS AWAY FROM THE DRAIN TILE LINES AND OUTSIDE OF THE FALL
ZONES OF THE OTHER PLAY STRUCTURES/EQUIPMENT. INSTALL ALL STRUCTURES AND
EQUIPMENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS. INSTALL POSTS IN FOOTINGS PER
DETAIL 6/C8. INSTALL RUBBER MATS PER DETAIL 8/C8 AND SPECIFICATIONS.
RETURN / INSTALL
FENCE TO BUILDING
BENCHMARK:
STOOP AT CENTER OF DOOR 6
ELEVATION 884.00
CHESAK ELEMENTARY SCHOOL
Signature:
DOOR 6
DOOR 7
DRAINAGE ROCK
K
C
O
R
E
AG
N
D
R
AI
X
40'-0"
INSIDE CURBS
Issues and revisions:
9'-0"
SAN MH
ISSUE LEVEL / REVISION:
1
C8
4
C8
GRASS
4
C8
DATE:
2
C8
2
C8
FH
60'-0"
2
C8
ALT. 1
2
C8
2
C8
ALT. 1
2
C8
ALT. 1
2
C8
X
X
X
ALTERNATE 1:
RECONSTRUCT
PORTION OF
EXISTING
ASPHALT
PLAYGROUND
PER DETAIL 2/C8.
GRASS
X
2
C8
6'-0" WIDE
SINGLE
SWING GATE
BB
SAN
WOOD CHIP
PLAYGROUND
AND PLAY
STRUCTURES
GRASS
EXISTING CATCH BASIN:
RIM 881.58
INV E 877.75 - 12" PVC
INV SW 877.66 - 15" HDPE
INV SE 877.66 - 15" HDPE
INV NE 877.58 - 15" HDPE
NEW ASPHALT
TO EXTEND 12"
BEYOND FENCE
(TYPICAL)
ALIGN FENCE AS SHOWN TO
AVOID STORM SEWER AND
EXISTING PLAYGROUND
CONCRETE CURBS
X
46'-0"
2
C8
X
EXISTING CATCH BASIN:
RIM 882.32
INV NE 879.74 - 12" PVC
NEW DRAIN TILE INVERT 880.00
GRASS
X
EXISTING ASPHALT
TO REMAIN
GRASS
CB
Client:
EXISTING CATCH BASIN:
RIM 880.98
INV W 877.90 - 10" PVC
INV SW 877.90 - 12" PVC
INV SW 877.40 - 15" HDPE
INV NW 877.40 - 15" HDPE
CONSOLIDATED
SCHOOL DISTRICT 158
SITE PLAN NOTES:
1. INSTALL 5'-0" WIDE GRADING, 4"
TOPSOIL, SEEDING, AND EROSION MAT
AREA WHERE NEW CONSTRUCTION ABUTS
EXISTING GRASS (TYPICAL)
EXISTING
ASPHALT
PLAYGROUND
Project title:
CB
PLAYGROUND IMPROVEMENTS
WOOD CHIP
PLAYGROUND
AND PLAY
STRUCTURES
CHESAK ELEMENTARY SCHOOL AND
LEGGEE ELEMENTARY SCHOOL
Sheet content:
BB
WOOD CHIP
PLAYGROUND
AND PLAY
STRUCTURES
CHESAK ELEMENTARY SCHOOL
NEW CONDITIONS - SITE PLAN
1"=20'-0"
BID ITEM TWO
WOOD CHIP
PLAYGROUND
AND PLAY
STRUCTURES
NEW CONDITIONS - SITE PLAN
CHESAK ELEMENTARY SCHOOL
DATE:
CLIENT PROJECT No.:
INSPEC PROJECT No.:
PROJECT MGR:
DRAWN BY:
CHECKED BY:
0' 2' 6' 10'
20'
No.:
5'-0" WIDE GRADING, 4" TOPSOIL, SEEDING, AND
EROSION MAT WHERE NEW CONSTRUCTION ABUTS
EXISTING GRASS (TYPICAL)
X
CONC.
X
5
C8
CB
DRAINAGE ROCK
CB
2
C8
1
C8
80'-0" INSIDE CURBS
2
C8
X
M:\CAD drawings - by client then number\Consolidated SD 158\301464 - 2015 Leggee and Chesak playgrounds\2015 Leggee and Chesak 4-29-15 plans DAN.dwg
X
1
C8
X
4/28/2015 5:22 PM DAN ROEHRDANZ
X
1
C8
1
C8
4'-0" HIGH
CHAINLINK FENCE
(TYPICAL THIS
LINE TYPE).
GRASS
2
C8
EXISTING CATCH BASIN:
RIM 883.62
INV W 880.70 - 6" DRAIN TILE
INV NE 880.70 - 6" DRAIN TILE
INV N 880.62 - 3" STEEL
INV E 880.54 - 10" PVC
X
EXISTING
ASPHALT PATH
2
C8
X
5'-0" WIDE
GRADING, 4"
TOPSOIL, SEEDING,
AND EROSION MAT
WHERE NEW
CONSTRUCTION
ABUTS EXISTING
GRASS (TYPICAL)
CONC.
X
5
C8
5
C8
1
C8
X
DRAINAGE ROCK
FENCE SHALL BE
INSTALLED ALONG OUTER
FACE OF CONCRETE CURB
(TYPICAL)
X
DRAINAGE ROCK
X
DOOR 8
04/29/2015
BID NO. 2015-19
301464
DR
PG & DR
40'
NORTH
Sheet No.:
C6 of 8
CAUTION:
LOCATIONS OF UTILITIES ARE APPROXIMATE ONLY.
CONTACT J.U.L.I.E. AT 1-800-892-0123 AND DOUG
RENKOSIK OF THE CONSOLIDATED SCHOOL DISTRICT
158 AT (847) 659-6161 PRIOR TO DIGGING.
CONTRACTOR SHALL PAY FOR MARKING EXACT
LOCATIONS OF PRIVATE UTILITIES (IF NECESSARY).
ALL DAMAGED UTILITY LINES WILL BE REPAIRED AND
PAID FOR BY THE CONTRACTOR. CONTRACTOR IS
RESPONSIBLE FOR COORDINATION AND CONFLICT
RESOLUTION WITH UTILITY OWNER.
LEGEND:
EXISTING CONSTRUCTION
NEW CONSTRUCTION
STORM
STORM
EXISTING STORM SEWER
STORM
STORM
NEW STORM SEWER
WATER
WATER
EXISTING WATER LINE
EXISTING SWALE
c 2015
M I N N E A P O L I S
|
M I L W A U K E E
|
C H I C A G O
Consultants:
EXISTING BUILDING
DT
DT
DT
EXISTING DRAIN TILE SYSTEM
DT
DT
DT
NEW DRAIN TILE SYSTEM
GRADING LIMITS WITH NEW 4" TOPSOIL,
SEED, AND EROSION MAT
99.10
98.20
93.80 DTI
EXISTING SPOT ELEVATION
NEW SPOT ELEVATION - TOP OF
NEW CONCRETE, TOP OF NEW
PAVEMENT, AND/OR TOP OF NEW
WOOD CHIP MULCH
NEW DRAIN TILE INVERT ELEVATION
BENCHMARK:
STOOP AT CENTER OF DOOR 6
ELEVATION 884.00
CHESAK ELEMENTARY SCHOOL
DOOR 6
DOOR 7
881.50 DTI
CONC.
X
X
DT
3
K
6"
DT
X
883.33
X
883.27
X
DT
SA
N
10
"P
ST
N
W
SA
AT
O
RM
RM
ER
SA
N
STO
GRASS
X
DT
N
SA
X
SA
M
OR
ST
X
X
X
ST
882.57
N
BB
SA
GRASS
ST
882.55
M
OR
ST
SAN
N
"
15
N
SA
ST
PE
STOR
M
M
OR
ST
STOR
M
OR
M
ST
E
M
PE M
HDSTOR
EXISTING
ASPHALT
PLAYGROUND
881.96
882.53
882.10
882.62
Project title:
WOOD CHIP
PLAYGROUND
AND PLAY
STRUCTURES
C
12" PV STORM
OR
M
CB
881.58
DP
CONSOLIDATED
SCHOOL DISTRICT 158
M
OR
15" H
D
ST
WOOD CHIP
PLAYGROUND
AND PLAY
STRUCTURES
Client:
OR
ST
SA
"H
M
OR
S
EXISTING CATCH BASIN:
RIM 880.98
INV W 877.90 - 10" PVC
INV SW 877.90 - 12" PVC
INV SW 877.40 - 15" HDPE
INV NW 877.40 - 15" HDPE
N
SA
GRASS
15
M
OR
E
DP
H TORM
SA
N
15"
882.76
882.68
CB
M
OR
N
X
DRAINAGE ROCK
STORM
882.45
ST
M
M:\CAD drawings - by client then number\Consolidated SD 158\301464 - 2015 Leggee and Chesak playgrounds\2015 Leggee and Chesak 4-29-15 plans DAN.dwg
STORM
STORM
STORM
ER
AT
882.72
STOR
4/28/2015 5:23 PM DAN ROEHRDANZ
X
STORM
STORM
STORM
882.72
RM
W
12" PVC
EXISTING CATCH BASIN:
RIM 882.32
INV NE 879.74 - 12" PVC
NEW DRAIN TILE INVERT 880.00
882.59
O
880.98
882.32 CB
882.91
ST
DT
X
EXISTING ASPHALT
TO REMAIN
882.90
EXISTING CATCH BASIN:
RIM 881.58
INV E 877.75 - 12" PVC
INV SW 877.66 - 15" HDPE
INV SE 877.66 - 15" HDPE
INV NE 877.58 - 15" HDPE
883.02
ER
882.62
882.62
882.90
882.59
AT
882.94
GRASS
882.77
882.88
W
882.92
PLAYGROUND IMPROVEMENTS
CHESAK ELEMENTARY SCHOOL AND
882.56
LEGGEE ELEMENTARY SCHOOL
882.53
882.50
882.03
BB
Sheet content:
WOOD CHIP
PLAYGROUND
AND PLAY
STRUCTURES
WOOD CHIP
PLAYGROUND
AND PLAY
STRUCTURES
BID ITEM TWO
NEW CONDITIONS - GRADING
AND PLUMBING PLAN FOR
CHESAK ELEMENTARY SCHOOL
CHESAK ELEMENTARY SCHOOL
NEW CONDITIONS - GRADING AND PLUMBING PLAN
1"=20'-0"
0' 2' 6' 10'
20'
No.:
GRASS
VC
X
883.20
RM
X
880.50 DTI
DATE:
ST
O
FH
883.20
883.06
Issues and revisions:
ISSUE LEVEL / REVISION:
883.20
DT
CONC.
DT
DT
883.10
RM
DT
DT
883.68
EXISTING
ASPHALT PATH
GRASS
X
DRAINAGE ROCK
AI
N
ST
O
DT
DT
883.97
DRAIN TILE LINE
(TYPICAL THIS LINE
TYPE). SEE DETAIL 3/C8.
AG
E
883.29
15" H
DPE
883.20
SAN MH
D
883.21
883.47
N
SA
R
DT
DT
883.63
N
?
ITY
X
883.62
ST
O
RM
883.66
EXISTING CATCH BASIN:
RIM 883.62
INV W 880.70 - 6" DRAIN TILE
INV NE 880.70 - 6" DRAIN TILE
INV N 880.62 - 3" STEEL
INV E 880.54 - 10" PVC
CB
DT
DT
IL
UT
883.50
883.78
L
EE
T
"S
SA
DT
X
DT
883.80
T
DT
DT
883.68
883.80
DT
D
6"
883.78
O
C
X
883.71
883.61
883.50
LE
IB
SS
Y
PIO
LIT
883.59
Signature:
883.88
883.57
UT
DRAINAGE ROCK
883.60
R
DRAINAGE ROCK
883.98
X
DOOR 8
884.00
40'
NORTH
DATE:
CLIENT PROJECT No.:
INSPEC PROJECT No.:
PROJECT MGR:
DRAWN BY:
CHECKED BY:
04/29/2015
BID NO. 2015-19
301464
DR
PG & DR
Sheet No.:
C7 OF 8
1-1/2" ASPHALT PAVEMENT (I-DOT, 9.5MM, N-50
SUPERPAVE MIXTURE - SEE SPECIFICATIONS
FOR FURTHER REQUIREMENTS)
NOTE:
SEE NEW CONDITIONS GRADING AND
PLUMBING PLANS FOR DRAIN TILE INVERTS.
2-1/4" ASPHALT PAVEMENT
(I-DOT, 19MM, N-50
SUPERPAVE MIXTURE - SEE
SPECIFICATIONS FOR
FURTHER REQUIREMENTS)
12" BASE AGGREGATE
(I-DOT, CA-6 GRADATION)
SOIL SEPARATION FABRIC
SOIL SEPARATION FABRIC
4" PEA GRAVEL AGGREGATE
EXISTING SUBGRADE SOIL
SOIL SEPARATION FABRIC
M I N N E A P O L I S
NO SCALE
EXISTING SUBGRADE SOIL
PROVIDE 18" LONG SEGMENTS OF STEEL "T" FENCE
POST AT EACH DRAIN TILE JOINT, CONNECTION, AND
BEND. SECURELY STRAP SEGMENTS TO TOP OF DRAIN
TILE. SEGMENTS INTENDED TO ACT AS MARKERS FOR
FUTURE LOCATING WITH METAL DETECTORS.
6"
2
C8
PLAYGROUND/WALKING PATH
PAVEMENT CONSTRUCTION DETAIL
DRAIN TILE SYSTEM DETAIL
6" DIA. DRAINTILE LINE WITH FILTER
FABRIC SOCK
NO SCALE
SOIL SEPARATION
FABRIC
EXISTING
SUBGRADE SOILS
EXISTING
SUBGRADE SOILS
OR COMPACTED FILL
CONCRETE PERIMETER CURB DETAIL
NO SCALE
Signature:
5
C8
12" CERTIFIED PLAYGROUND
WOOD CHIP MULCH
LIMIT OF WOOD CHIP
PLAYGROUND SURFACING.
SEE NEW CONDITIONS - SITE
PLAN NOTES FOR LOCATION
OF THIS LIMIT.
TOPSOIL (4" THICK),
SEED, AND EROSION
MAT TO MATCH NEW
TOP OF CONCRETE
CURB. SEE SITE
PLANS FOR WIDTH OF
GRADING AND
SEEDING LIMITS..
SOIL SEPARATION
FABRIC
4
C8
3
C8
NO SCALE
6'-0" X 8'-0" X 1.5" THICK RUBBER MAT UNDER
EACH SWING SEAT, SLIDE EXIT, AND SLIDING
POLE. RUBBER MATS SHALL HAVE 2" BEVELED
EDGES. INSTALL RUBBER MATS DIRECTLY ON
TOP OF SOIL SEPARATION FABRIC AT BOTTOM
OF WOOD CHIPS.
6"
SEE DETAIL 1/C8
BASE AGGREGATE
SOIL SEPARATION FABRIC
12" MIN.
6" WIDE BY 16" TALL CONCRETE CURB. SEE
GRADING PLAN FOR NEW TOP OF CONCRETE
CURB ELEVATIONS. PROVIDE TWO CONTINUOUS
#4, EPOXY COATED, REINFORCEMENT BARS. AT
EACH CORNER, PROVIDE TWO ADDITIONAL 42"
LONG X 42" LONG, #4, EPOXY COATED,
REINFORCEMENT "L'S".
LIMIT OF WOOD CHIP
PLAYGROUND SURFACING.
SEE NEW CONDITIONS - SITE
PLAN NOTES FOR LOCATION
OF THIS LIMIT.
ASPHALT PAVEMENT
TO MATCH TOP OF
NEW CONCRETE
CURB.
C H I C A G O
DRAINAGE AGGREGATE (CLEAR STONE - NO FINES)
SEE DETAIL 1/C8
6" WIDE BY 16" TALL CONCRETE CURB. SEE
GRADING PLAN FOR NEW TOP OF CONCRETE
CURB ELEVATIONS. PROVIDE TWO CONTINUOUS
#4, EPOXY COATED, REINFORCEMENT BARS. AT
EACH CORNER, PROVIDE TWO ADDITIONAL 42"
LONG X 42" LONG, #4, EPOXY COATED,
REINFORCEMENT "L'S".
|
Consultants:
SEE DETAIL 1/C8
1
C8
M I L W A U K E E
SOIL SEPARATION FABRIC LAPPED 24"
MINIMUM ONTO SUBGRADE (BOTH SIDES)
EXISTING SUBGRADE SOILS
OR COMPACTED FILL
WOOD CHIP MULCH PLAYGROUND
CONSTRUCTION DETAIL
|
PEA GRAVEL AGGREGATE OVER SOIL SEPARATION FABRIC
VARIES - SEE NEW
CONDITIONS GRADING
AND PLUMBING PLAN
(12" MINIMUM)
12" CERTIFIED PLAYGROUND
WOOD CHIP MULCH
c 2015
Issues and revisions:
ISSUE LEVEL / REVISION:
DATE:
No.:
SOIL SEPARATION FABRIC
4" PEA GRAVEL AGGREGATE
SOIL SEPARATION FABRIC
EXISTING SUBGRADE SOILS
OR COMPACTED FILL
CONCRETE PERIMETER CURB DETAIL
NO SCALE
8
C8
RUBBER PADS AT SWINGS, SLIDE EXITS,
AND SLIDING POLES DETAIL
NO SCALE
Client:
CONSOLIDATED
SCHOOL DISTRICT 158
PLAY STRUCTURE SUPPORT POST
NOTES:
1. INSTALL TRACKING PAD PRIOR TO ANY CONSTRUCTION TRAFFIC LEAVING THE SITE.
2. SURFACE WATER MUST BE PREVENTED FROM PASSING THROUGH THE TRACKING
PAD. FLOWS SHALL BE DIVERTED AWAY FROM OR CONVEYED UNDER TRACKING PAD
VIA SWALES, CULVERTS, ETC.
3. ROCKS LODGED BETWEEN THE TIRES OF DUAL WHEEL VEHICLES SHALL BE REMOVED
PRIOR TO LEAVING THE SITE.
SEE DETAIL 1/C8
Project title:
CONSTRUCTION SITE
PLAYGROUND IMPROVEMENTS
EXISTING PAVEMENT
5'-0"
STONE TRACKING PAD, 14'-0" WIDE MINIMUM (FULL
WIDTH OF EGRESS POINT), AGGREGATE SHALL BE 3"
TO 6" CLEAR OR WASHED STONE (NO FINES). ALL
MATERIAL TO BE RETAINED ON A 3" SIEVE.
CONCRETE FOOTING 5'-0" DEEP
MINIMUM. INSTALL PER
MANUFACTURER'S INSTRUCTIONS
CHESAK ELEMENTARY SCHOOL AND
LEGGEE ELEMENTARY SCHOOL
Sheet content:
SOIL SEPARATION FABRIC
EXISTING SUBSOILS
DETAILS
4/28/2015 5:06 PM DAN ROEHRDANZ
DIAMETER
AS REC.
BY
MAUFACTURER
7
C8
STONE TRACKING PAD DETAIL
NO SCALE
6
C8
PLAY STRUCTURE FOOTING DETAIL
NO SCALE
DATE:
CLIENT PROJECT No.:
INSPEC PROJECT No.:
PROJECT MGR:
DRAWN BY:
CHECKED BY:
04/29/2015
BID NO. 2015-19
301464
DR
PG & DR
Sheet No.:
C8 OF 8