ASPHALT PLAYGROUND CONSTRUCTION
c 2016
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:
LEGGEE ELEMENTARY SCHOOL
GENERAL PROJECT NOTES
LIST OF BID ITEMS
AND ALTERNATES
LIST OF DRAWINGS
PARTICIPANTS
OWNER:
ENGINEER:
HUNTLEY COMMUNITY
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
REMOVAL PLAN
C3
NEW CONDITIONS SITE PLAN
C4
NEW CONDITIONS GRADING AND PLUMBING PLAN
C5
DETAILS
PROJECT ENGINEER
DAN ROEHRDANZ, P.E.
droehrdanz@inspec.com
BASE BID: ALL WORK SHOWN
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.
Signature:
Issues and revisions:
ISSUE LEVEL / REVISION:
DATE:
No.:
PLAYGROUND
LEGGEE ELEMENTARY SCHOOL
LEGGEE CLAY SOIL SPOILS FILL SITE
HUNTLEY COMMUNITY
SCHOOL DISTRICT 158
HARMONY ROAD
HEMMER ROAD
M:\CAD drawings - by client then number\Huntley Community SD 158\301497 - 2016 Leggee Asphalt Playground\2016 Leggee playground expand DETAILS 02-23-16.dwg
2/22/2016 2:22 PM DAN ROEHRDANZ
Client:
Project title:
ASPHALT PLAYGROUND CONSTRUCTION
LEGGEE ELEMENTARY SCHOOL
Sheet content:
TITLE SHEET
LIST OF DRAWINGS
LOCATION MAP
GENERAL PROJECT INFORMATION
DATE:
CLIENT PROJECT No.:
INSPEC PROJECT No.:
PROJECT MGR:
DRAWN BY:
CHECKED BY:
LEGGEE ELEMENTARY SCHOOL
LOCATION MAP
NO SCALE
02/23/2016
BID NO. 2016-19
301497
DR
DR
Sheet No.:
13723 HARMONY ROAD, HUNTLEY, ILLINOIS 60142
NORTH
C1 OF 5
LE
DOOR 9
O
L
EE
N
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IN
N
O
ST
O
ST
G
E
N
E
SC
HO
G
G
TI
IS
EX
T
IS
EX
CF
EL
X
X
PA
V
AL
T
X
N
EX
I
X
T
EN
BB
F
C
|
M I L W A U K E E
|
C H I C A G O
Consultants:
DT
DT
EXISTING DRAIN TILE SYSTEM
SF
SF
SILT FENCING
CF
CF
CONSTRUCTION FENCING
O
L
EXISTING STORM MANHOLE
RIM 895.59
INV E 893.54 - 6" DRAIN TILE
INV W 892.71 - 6" DRAIN TILE
INV N 892.50 - 10" PVC
Signature:
EXISTING STONE
M
VE
PA
T
WATER
WATER
AL
WATER
HYDRANT
WATER
WATER
WATER
WATER
WATER
PH
AL
T
CF
CF
T
D
CF
12" HDPE
STORM
STORM
8" PVC
STORM
STORM
STORM
DT
DT
DT
T
7' FH
SF
DT
SF
CUTOR
LV M
ER
T
DT
STORM
HUNTLEY COMMUNITY
SCHOOL DISTRICT 158
DT
DT
S
EXISTING
GRASS
PLAYFIELD
E
HD
P
TI TORM
NG
6"
DT
DT
REMOVAL NOTES:
7' FH
DT
DT
EXISTING
GRASS
PLAYFIELD
DT
DT
BASE BID:
DT
DT
DT
DT
REMOVE SOD, TOPSOIL, AND SUBSOILS TO NEW
SUBGRADE ELEVATIONS.
AL
DT
DT
AS
S
RM
GR
ST
O
NG
TI
SAWCUT 12" INTO EXISTING PAVEMENT AND REMOVE 12" WIDE
EXISTING ASPHALT PAVEMENT
8' FH
IS
C
M
EX
PV
SAWCUT AND REMOVE ASPHALT PAVEMENT, BASE
AGGREGATE, AND SUBSOILS TO SUBGRADE ELEVATIONS
DT
OR
ASPHALT PLAYGROUND CONSTRUCTION
DT
LEGGEE ELEMENTARY SCHOOL
STORM
DT
EXISTING
GRASS
EXISTING
GRASS
PLAYFIELD
SAWCUT 18" INTO EXISTING PAVEMENT AND REMOVE 18" WIDE
EXISTING ASPHALT PAVEMENT
Sheet content:
PV
C
STORM
REMOVAL PLAN FOR
6"
STORM
EXISTING
STORM
MANHOLE
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 3/C5. AT
PROJECT COMPLETION RESTORE WITH 4" TOPSOIL, SEED, AND
EROSION MAT.
M
STORM
OR
STORM
PLACE GEOFABRIC UNDER MANHOLE/CATCH BASIN COVER.
ST
EXISTING
STORM
MANHOLE
INVERT -6.6'
ST
OR
ST
M
OR
M
DT
STORM
DT
STORM
ST 6"
Project title:
E
4' FH
DT
STORM
EXISTING TRENCH DRAIN
CATCH BASIN.
RIM 891.97
INVERT 889.96
SW
DT
STORM
DT
DT
DT
DT
DT
DT
DT
EX
IS
S
DT
STORM
DT
STORM
4' FH
STORM MANHOLE
RIM 893.25
INV E 887.65 - 10" PVC
INV N & S 887.15 - 12" HDPE
DRAIN TILE INVERT 887.99
EXISTING
GRASS
4' FH
5' FH
STORM
CF
CF
CF
CF
4' FH
STORM
D
DT
DT
STORM
AS
GR
G
N
STI
EXI
Client:
T
STORM
ALE
12" HDPE
STORM
DT
STORM
D
STORM
STORM
STORM
LEGGEE ELEMENTARY SCHOOL
ST
O
RM
EXISTING
GRASS
APPROXIMATE HAUL ROUTE. RESTORE WITH TOPSOIL, SEED,
AND EROSION MAT AT PROJECT COMPLETION.
ST
OR
M
EXISTING
GRASS
LEGGEE ELEMENTARY SCHOOL
REMOVAL PLAN
1"=20'-0"
No.:
CF
DT
T
STORM
W
SS
12" HDPE
7' FH
STORM
EXISTING
GRASS
STORM
DT
DT
T
STORM
D
STORM
STORM
STORM
STORM
DATE:
EXISTING
GRASS
STORM
DT
E
PA XIS
VE TIN
M G
EN A
T SPH
ISSUE LEVEL / REVISION:
DT
9' FH
12" HDPE
WATER
Issues and revisions:
CF
AT
W
DT
DT
CF
DT
T
D
DT
D
STORM
FB
FB
STORM
STORM
STORM
WATER
WATER
AS
10" PVC
ER
EX
DT
DT
F
EXISTING CATCH
BASIN
RIM 891.62
INV. N & S 885.87
SUMP 884.12
5' FH
STORM
STORM
STORM
STORM
WATER
IN
G
IS
T
W
AT
ER
DT
CF
EXISTING
GRASS
OUTLINE AND
GENERAL LOCATION
OF EXISTING
PLAYGROUND
EQUIPMENT TO
REMAIN (TYPICAL)
WATER
C
F
STORM
EXISTING
GRASS
WATER
STORM
WATER
EXISTING GRASS
CF
EN
T
EXISTING ASPHALT PAVEMENT
EXISTING GRASS
C
F
C
STORM
STORM
M
SC
HO
STORM
X
M
VE
WATER
WATER
BB
EXISTING STORM
MANHOLE
RIM 893.26
SOUTHWEST INVERT 887.04
BENCH 885.24
SOUTH AND WEST INVERT 884.24
OR
EXISTING WATER LINE
DT
PA
WATER
EXISTING ASPHALT PAVEMENT
ST
WATER
M I N N E A P O L I S
STORM
ST
IN
G
X
T
AL
STORM
M:\CAD drawings - by client then number\Huntley Community SD 158\301497 - 2016 Leggee Asphalt Playground\2016 Leggee playground expand PLANS 02-23-16.dwg
WATER
EXISTING SWALE
EN
T
PA
VE
M
X
LE
G
X
X
PH
STORM
2/22/2016 2:26 PM DAN ROEHRDANZ
NEW STORM SEWER
DT
CF
AS
STORM
WATER
MANHOLE
ALT
ASPH
G
N
I
T
EXIS ENT
M
V
A
P E
EXISTING
GRASS
STORM
EXISTING STONE
HYDRANT
EXISTING
GRASS
EXISTING STORM SEWER
STORM
10" PVC
AS
PH
AL
T
EX
I
X
CF
NG
STORM
BB
STORM
c 2016
GRADING LIMITS
DOOR 5
EXISTING
GRASS
STORM
DT
ST
I
NG
E
G
EE
O
ST
AS
PH
G
X
TI
IS
EX
STORM
VEMENT
EXISTING ASPHALT PA
X
X
X
STORM
EXISTING
GRASS
NEW CONSTRUCTION
EXISTING BUILDING
RY
N
X
STORM
EXISTING
WOOD CHIP
PLAYGROUND
EXISTING CONSTRUCTION
EM
EN
TA
TI
IS
EX
EM
X
EN
T
X
X
STORM
EL
EM
EN
TA
RY
X
EXISTING
GRASS
LEGEND:
CAUTION:
LOCATIONS OF UTILITIES ARE APPROXIMATE ONLY.
CONTACT J.U.L.I.E. AT 1-800-892-0123 AND DOUG
RENKOSIK OF THE HUNTLEY COMMUNITY 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.
REMOVE TREE AND STUMP
0' 2' 6' 10'
20'
INSTALL SILT FENCE PRIOR TO CONSTRUCTION (TYPICAL THIS
LINE TYPE). REMOVE SILT FENCE AT PROJECT COMPLETION.
40'
DATE:
CLIENT PROJECT No.:
INSPEC PROJECT No.:
PROJECT MGR:
DRAWN BY:
CHECKED BY:
02/23/2016
BID NO. 2016-19
301497
DR
DR
NORTH
INSTALL 4'-0" HIGH ORANGE CONSTRUCTION FENCE PRIOR TO
CONSTRUCTION (TYPICAL THIS LINE TYPE). REMOVE AT PROJECT
COMPLETION.
Sheet No.:
C2 OF 5
LE
DOOR 9
N
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T
IS
EX
N
O
ST
O
ST
G
E
N
E
SC
HO
G
EE
EL
X
X
X
EN
T
EM
TI
IS
EX
PA
V
X
X
AS
X
PH
1
C5
X
SC
HO
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
EXISTING DRAIN TILE SYSTEM
O
L
EN
T
EXISTING STORM MANHOLE
RIM 895.59
INV E 893.54 - 6" DRAIN TILE
INV W 892.71 - 6" DRAIN TILE
INV N 892.50 - 10" PVC
PA
1
C5
X
T
EN
M
50
'
-0
"
VE
1
C5
BB
Signature:
EXISTING STONE
EX
I
T
AL
BB
X
STORM
PA
VE
M
X
X
EXISTING STORM SEWER
STORM
AS
PH
AL
T
X
STORM
c 2016
GRADING LIMITS WITH NEW 4" TOPSOIL,
SEED, AND EROSION MAT
ST
IN
G
NG
ST
I
E
EX
I
N
VEMENT
EXISTING ASPHALT PA
X
NG
LE
G
O
ST
AS
PH
G
AL
T
N
X
X
X
TI
IS
EX
EXISTING
GRASS
REGRADING, 4"
TOPSOIL, SEED, AND
EROSION MAT AREA
(TYPICAL)
1
C5
STORM
DT
DOOR 5
1
C5
NEW CONSTRUCTION
EXISTING BUILDING
RY
1
C5
EXISTING
WOOD CHIP
PLAYGROUND
EXISTING CONSTRUCTION
EM
EN
TA
1
C5
SEE STRIPING PLAN DETAIL 4/C5 FOR
PATHWAY STRIPING.
X
G
EE
1
C5
X
EL
EM
EN
TA
RY
X
EXISTING
GRASS
LEGEND:
CAUTION:
LOCATIONS OF UTILITIES ARE APPROXIMATE ONLY.
CONTACT J.U.L.I.E. AT 1-800-892-0123 AND DOUG
RENKOSIK OF THE HUNTLEY COMMUNITY 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.
EXISTING GRASS
EN
T
EXISTING ASPHALT PAVEMENT
EXISTING STONE
VE
M
1
C5
HYDRANT
SEE STRIPING PLAN DETAIL 4/C5 FOR
PATHWAY STRIPING.
AL
T
PA
WATER
MANHOLE
PH
NCB - A
AS
BB
IN
G
2
C5
IS
T
EXISTING
GRASS
EXISTING GRASS
Issues and revisions:
EX
1
C5
ISSUE LEVEL / REVISION:
DATE:
No.:
EXISTING
GRASS
ALE
AS
GR
G
N
STI
EXI
FB
FB
CB 1
EXISTING STORM
MANHOLE
RIM 893.26
SOUTHWEST INVERT 887.04
BENCH 885.24
SOUTH AND WEST INVERT 884.24
2
C5
NMH -B
Client:
STORM MANHOLE
RIM 893.25
INV E 887.65 - 10" PVC
INV N & S 887.15 - 12" HDPE
DRAIN TILE INVERT 887.99
EXISTING
GRASS
EXISTING TRENCH
DRAIN
EXISTING
GRASS
PLAYFIELD
HUNTLEY COMMUNITY
SCHOOL DISTRICT 158
EX
IS
TI
NG
6"
HD
P
E
CU
LV
ER
T
OUTLINE AND
GENERAL LOCATION
OF EXISTING
PLAYGROUND
EQUIPMENT TO
REMAIN (TYPICAL)
EXISTING
GRASS
W
SS
7' FH
EXISTING
GRASS
PLAYFIELD
Project title:
AL
E
4' FH
IS
TI
NG
GR
AS
S
SW
ASPHALT PLAYGROUND CONSTRUCTION
LEGGEE ELEMENTARY SCHOOL
8' FH
EX
M:\CAD drawings - by client then number\Huntley Community SD 158\301497 - 2016 Leggee Asphalt Playground\2016 Leggee playground expand PLANS 02-23-16.dwg
2/22/2016 2:26 PM DAN ROEHRDANZ
EXISTING
GRASS
E
PA XIS
VE TIN
M G
EN A
T SPH
EXISTING CATCH
BASIN
RIM 891.62
INV. N & S 885.87
SUMP 884.12
ALT
ASPH
G
N
I
T
EXIS ENT
M
V
A
P E
HYDRANT
EXISTING ASPHALT PAVEMENT
AL
T
EXISTING
GRASS
EXISTING
GRASS
EXISTING
GRASS
EXISTING
STORM
MANHOLE
INVERT -6.6'
EXISTING
GRASS
PLAYFIELD
Sheet content:
NEW CONDITIONS - SITE PLAN FOR
EXISTING
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'
DATE:
CLIENT PROJECT No.:
INSPEC PROJECT No.:
PROJECT MGR:
DRAWN BY:
CHECKED BY:
02/23/2016
BID NO. 2016-19
301497
DR
DR
NORTH
Sheet No.:
C3 of 5
LE
DOOR 9
895.84
895.86
895.58
G
O
L
EE
N
IN
N
O
ST
O
ST
G
E
N
E
SC
HO
G
G
TI
IS
EX
T
IS
EX
895.51
895.50
895.54
895.40
X
X
EXISTING
GRASS
895.29
PA
V
AL
T
AS
PH
X
ST
I
X
T
EN
EN
T
WATER
M
PH
AS
IN
G
893.00
IS
T
W
AT
ER
WATER
WATER
893.67
893.97
EX
DT
ER
AT
W
DT
STORM
AL
T
E
PA XIS
VE TIN
M G
EN A
T SPH
DT
DT
DT
DT
890.29
894.09
STORM
894.38
894.80
Client:
EXISTING
GRASS
PLAYFIELD
HUNTLEY COMMUNITY
SCHOOL DISTRICT 158
7' FH
894.09
DT
DT
DT
DT
DT
EXISTING
GRASS
PLAYFIELD
891.00
DT
891.15
DT
EXISTING TRENCH DRAIN
CATCH BASIN.
RIM 891.97
INVERT 889.96
AL
E
4' FH
DT
DT
888.57
Project title:
ASPHALT PLAYGROUND CONSTRUCTION
NEW CATCH BASIN A (NCB - A)
RIM 893.00
INV SW - 12" PVC 888.00
SUMP 885.80
NG
TI
8' FH
IS
C
EX
PV
M
NEW CATCH BASIN AND
MANHOLE SCHEDULE:
DT
GR
ST
O
AS
S
RM
SW
DT
OR
STORM
894.29
STORM
DT
ST 6"
892.63
S
E
894.10
HD
P
EX
IS
DT
STORM
893.14
S
DT
12" HDPE
893.33
STORM MANHOLE
RIM 893.25
INV E 887.65 - 10" PVC
INV N & S 887.15 - 12" HDPE
DRAIN TILE INVERT 887.99
TI TORM
NG
6"
STORM
DT
STORM
STORM
DT
STORM
STORM
DT
EXISTING
GRASS
PLAYFIELD
NEW MANHOLE B (NMH - B)
RIM 893.10
INV E - 12" PVC 887.20
INV N AND S - 12" HDPE 886.70 +/SUMP 885.00
LEGGEE ELEMENTARY SCHOOL
Sheet content:
PV
C
ST
OR
ST
OR
894.06
M
M
DT
M
6"
NEW CONDITIONS - GRADING
OR
INVERT 6'-0" BELOW RIM
AND PLUMBING PLAN FOR
ST
M
W
SS
892.75
ALE
891.35
EXISTING
GRASS
EXISTING
GRASS
ST
O
RM
LEGGEE ELEMENTARY SCHOOL
ST
OR
M
EXISTING
GRASS
LEGGEE ELEMENTARY SCHOOL
NEW CONDITIONS - GRADING AND PLUMBING PLAN
1"=20'-0"
No.:
892.95
893.01
AS
GR
G
N
STI
EXI
DT
OR
893.11
DATE:
DT
ST
STORM
891.24
STORM
EXISTING
STORM
MANHOLE
Issues and revisions:
12" HDPE
STORM
DT
STORM
M:\CAD drawings - by client then number\Huntley Community SD 158\301497 - 2016 Leggee Asphalt Playground\2016 Leggee playground expand PLANS 02-23-16.dwg
T
D
DT
DT
STORM
2/22/2016 2:26 PM DAN ROEHRDANZ
EXISTING
GRASS
12" HDPE
STORM
891.60
891.65
DT
STORM
STORM
894.50
892.11
DT
STORM
STORM
WATER
894.00
DT
DT
STORM
STORM
894.56
STORM
STORM
STORM
EXISTING
STORM
MANHOLE
INVERT -6.6'
WATER
WATER
894.70
DT
893.98
891.39
891.60
WATER
ISSUE LEVEL / REVISION:
EXISTING
GRASS
DT
EXISTING TRENCH
DRAIN
T
DT
D
892.13
WATER
894.52
NMH -B
STORM
890.96
WATER
DT
891.97
895.55
T
STORM
891.71
8" PVC
895.58
STORM
STORM
NEW SPOT ELEVATION - TOP OF NEW
PAVEMENT AND/OR FINISHED GRADE
D
STORM
STORM
891.22
EXISTING
GRASS
DT
T
STORM
892.13
STORM
892.13
891.62
12" HDPE
DT
DT
DT
STORM
D
STORM
STORM
STORM
STORM
STORM
STORM
DT
T
893.17
STORM
DT
DT
CB 1
STORM
STORM
STORM
DT
T
FB
FB
EXISTING SPOT ELEVATION
EXISTING GRASS
EXISTING
GRASS
D
EXISTING
GRASS
895.53
EXISTING STONE
892.94
D
STORM
EXISTING
GRASS
892.52
893.68
EXISTING STORM
MANHOLE
RIM 893.26
SOUTHWEST INVERT 887.04
BENCH 885.24
SOUTH AND WEST INVERT 884.24
OUTLINE AND
GENERAL LOCATION
OF EXISTING
PLAYGROUND
EQUIPMENT TO
REMAIN (TYPICAL)
EXISTING CATCH
BASIN
RIM 891.62
INV. N & S 885.87
SUMP 884.12
892.30
DT
STORM
894.82
892.95
892.66
EXISTING DRAIN TILE SYSTEM
EXISTING STORM MANHOLE
RIM 895.59
INV E 893.54 - 6" DRAIN TILE
INV W 892.71 - 6" DRAIN TILE
INV N 892.50 - 10" PVC
10" PVC
893.14
DT
STORM
EXISTING ASPHALT PAVEMENT
DT
M
OR
ST
893.27
DT
EXISTING GRASS
WATER
894.13
893.27
NEW 12" PVC STORM
SEWER PIPE
892.56
WATER
NCB - A
892.80
ALT
ASPH
G
N
I
T
EXIS ENT
M
V
A
P E
EN
T
PA
VE
M
WATER
WATER
DT
STORM
892.85
L
HYDRANT
VE
PA
WATER
Consultants:
O
895.49
DT
STORM
BB
HYDRANT
895.47
893.65
893.65
AL
T
WATER
C H I C A G O
EXISTING STONE
STORM
WATER
WATER
|
DT
STORM
WATER
893.27
EXISTING SWALE
M I L W A U K E E
Signature:
894.25
893.23
EXISTING WATER LINE
|
STORM
894.26
894.25
DOOR 5
895.43
STORM
X
M
VE
BB
WATER
DT
PA
BB
893.50
WATER
MANHOLE
894.00
893.35
WATER
M I N N E A P O L I S
10" PVC
AS
PH
AL
T
X
T
AL
893.92
SC
HO
895.63
ST
IN
G
893.92
X
PH
CONTRACTOR TO
LOCATE EXACT
WATER LINE
LOCATION PRIOR TO
INSTALLING NCB - A
NEW STORM SEWER
894.50
895.47
EX
I
X
AS
STORM
EXISTING ASPHALT PAVEMENT
894.69
895.86
CUTOR
LV M
ER
T
EX
I
X
X
NG
893.96
EXISTING
GRASS
894.00
STORM
894.10
895.55
893.75
EXISTING STORM SEWER
STORM
GRADING LIMITS WITH NEW 4" TOPSOIL,
SEED, AND EROSION MAT
894.92
REGRADING, 4"
TOPSOIL, SEED, AND
EROSION MAT AREA
(TYPICAL)
STORM
DT
895.41
894.35
STORM
c 2016
DT
EXISTING
GRASS
895.07
895.17
E
NG
N
G
EE
O
ST
895.15
X
TI
IS
EX
STORM
VEMENT
EXISTING ASPHALT PA
X
X
X
STORM
EXISTING
WOOD CHIP
PLAYGROUND
895.27
LE
G
G
X
STORM
895.49
895.50
NEW CONSTRUCTION
EXISTING BUILDING
RY
N
894.84
EXISTING CONSTRUCTION
EM
EN
TA
TI
IS
EX
EM
X
EN
T
X
895.27
894.93
X
STORM
EL
EM
EN
TA
RY
X
895.39
894.90
894.90
895.85
BENCHMARK:
CENTER OF STOOP AT DOORS
ELEVATION 895.85
EL
LEGEND:
CAUTION:
LOCATIONS OF UTILITIES ARE APPROXIMATE ONLY.
CONTACT J.U.L.I.E. AT 1-800-892-0123 AND DOUG
RENKOSIK OF THE HUNTLEY COMMUNITY 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.
0' 2' 6' 10'
20'
40'
DATE:
CLIENT PROJECT No.:
INSPEC PROJECT No.:
PROJECT MGR:
DRAWN BY:
CHECKED BY:
02/23/2016
BID NO. 2016-19
301497
DR
DR
NORTH
Sheet No.:
C4 OF 5
c 2016
NOTES:
1) SEE GRADING AND PLUMBING PLAN FOR RIM, INVERT, AND SUMP ELEVATIONS.
2) SEE GRADING AND PLUMBING PLAN SIZES AND LOCATIONS OF NEW STORM
SEWER PIPES
3) PROVIDE SOLID COVER FOR MANHOLES
1-1/2" ASPHALT PAVEMENT. I-DOT, 9.5MM, N-50
SUPERPAVE MIXTURE WITH THE FOLLOWING
ADDITIONAL REQUIREMENTS. ASPHALT
CEMENT BINDER SHALL BE PG58-28.
RECYCLED ASPHALT PAVEMENT (RAP AND/OR
FRAP) SHALL BE 30 PERCENT MAXIMUM OF
THE AGGREGATE BLEND. ASPHALT BINDER
REPLACEMENT SHALL BE 30% MAXIMUM. MIX
SHALL NOT CONTAIN RECYCLED ASPHALT
SHINGLES (RAS). NO RAS ALLOWED IN THE
MIX.
M I N N E A P O L I S
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.
NEW DRAIN TILE BLEEDER LINE AT
SUBGRADE ELEVATION. DRAINTILE
TO RUN AROUND PERIMETER OF
CATCH BASIN.
NEENAH R-2502 FRAME WITH
TYPE-D BICYCLE SAFE GRATE FOR
CATCH BASINS (OR EQUAL BICYCLE
SAFE ROUND FRAME AND GRATE).
PROVIDE SOLID COVER FOR
MANHOLES.
2-1/4" ASPHALT PAVEMENT I-DOT, 19MM, N-50
SUPERPAVE MIXTURE WITH THE FOLLOWING
ADDITIONAL REQUIREMENTS. ASPHALT
CEMENT BINDER SHALL BE PG58-28.
RECYCLED ASPHALT PAVEMENT (RAP AND/OR
FRAP) SHALL BE 30 PERCENT MAXIMUM OF
THE AGGREGATE BLEND. ASPHALT BINDER
REPLACEMENT SHALL BE 30% MAXIMUM. MIX
SHALL NOT CONTAIN RECYCLED ASPHALT
SHINGLES (RAS). NO RAS ALLOWED IN THE
MIX.
M I L W A U K E E
|
C H I C A G O
Consultants:
CONSTRUCTION SITE
EXISTING PAVEMENT
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.
NEW CONCRETE RISER
RINGS (2 MINIMUM).
MORTAR RINGS IN PLACE.
SOIL SEPARATION FABRIC
PRECAST, REINFORCED
CONCRETE CATCH BASIN
36"
|
STEPS 16" ON CENTER
12" BASE AGGREGATE
(I-DOT, CA-6 GRADATION)
NEW OR EXISTING
STORM SEWER PIPE
SOIL SEPARATION FABRIC
SUMP ELEVATION
EXISTING SUBGRADE SOIL
8" REINFORCED,
MONOLITHIC BASE
48" MINIMUM
1
C5
PLAYGROUND PAVEMENT
CONSTRUCTION DETAIL
NO SCALE
DIAMETER
2
C5
CATCH BASIN AND MANHOLE DETAIL
STONE TRACKING PAD DETAIL
3
C5
NO SCALE
NO SCALE
EX
IS
ST
O
ST
O
O
G
N
L
TI
G
EE
X
SC
H
E
N
O
N
E
X
EXISTING GRASS
RY
T
X
EN
VE
M
TA
PA
LT
HA
AS
P
X
E
N
X
G
IN
IS
T
EX
O
ST
EXISTING
WOOD CHIP
PLAYGROUND
X
X
X
IS
NG
TI
X
AS
X
PH
AL
X
SC
HO
DOOR 5
FOUR "T" LINES EACH
A DIFFERENT COLOR
(YELLOW, GREEN,
BLUE, AND RED) TO
MATCH EXISTING.
VERIFY LOCATIONS
AND DIMENSIONS
WITH SCHOOL PRIOR
TO STRIPING.
O
L
EXISTING STORM MANHOLE
RIM 895.59
INV E 893.54 - 6" DRAIN TILE
INV W 892.71 - 6" DRAIN TILE
INV N 892.50 - 10" PVC
Project title:
ASPHALT PLAYGROUND CONSTRUCTION
T
EXISTING
GRASS
X
M
VE
PA
X
BB
M
EN
T
EXISTING GRASS
VE
HYDRANT
PA
WATER
MANHOLE
AL
T
PH
DETAILS
G
IN
LT
ST
PH
A
E
PA XIS
VE TIN
M G
EN A
T S
EXISTING
GRASS
Sheet content:
PATHWAY STRIPING
(TYPICAL)
AS
BB
EXISTING GRASS
EXISTING
GRASS
EXISTING CATCH
BASIN
2/22/2016 2:22 PM DAN ROEHRDANZ
LEGGEE ELEMENTARY SCHOOL
EXISTING STONE
EX
I
EXISTING ASPHALT PAVEMENT
T
EN
CENTER OF STOOP AT DOORS
EXISTING STONE
BB
4
C5
DATE:
CLIENT PROJECT No.:
INSPEC PROJECT No.:
PROJECT MGR:
DRAWN BY:
CHECKED BY:
PAVEMENT STRIPING DETAIL
1" = 20'-0"
No.:
HUNTLEY COMMUNITY
SCHOOL DISTRICT 158
G
N
TI
EM
EN
DATE:
Client:
IS
EX
EM
EN
TA
RY
X
EL
EL
X
X
FOUR "T" LINES EACH A DIFFERENT
COLOR (YELLOW, GREEN, BLUE, AND
RED) TO MATCH EXISTING. VERIFY
LOCATIONS AND DIMENSIONS WITH
SCHOOL PRIOR TO STRIPING.
X
X
EE
G
IN
PATHWAY STRIPING
(TYPICAL)
X
G
ISSUE LEVEL / REVISION:
G
EX
IS
T
EX
G
Issues and revisions:
LE
DOOR 9
LE
Signature:
0' 2' 6' 10'
20'
40'
02/23/2016
BID NO. 2016-19
301497
DR
DR
NORTH
Sheet No.:
C5 OF 5