Embed Size (px)
Citation preview
LEGGEE ELEMENTARY SCHOOL
ASPHALT PLAYGROUND CONSTRUCTION
GENERAL PROJECT NOTES
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.
DA
N R
OE
HR
DA
NZ
2/22/2016 2:22 P
M
Consultants:
Issues and revisions:
ISSUE LEVEL / REVISION: DATE: No.:
Project title:
Sheet content:
M:\C
AD
draw
ings - by client then num
ber\H
untley C
om
munity S
D 158\301497 - 2016 Leggee A
sphalt P
layground\2016 Leggee playground expand D
ET
AILS
02-23-16.dw
g
c
Sheet No.:
Client:
Signature:
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
CHECKED BY:
DRAWN BY:
PROJECT MGR:
INSPEC PROJECT No.:
CLIENT PROJECT No.:
DATE:
HUNTLEY COMMUNITY
SCHOOL DISTRICT 158
ASPHALT PLAYGROUND CONSTRUCTION
LEGGEE ELEMENTARY SCHOOL
02/23/2016
BID NO. 2016-19
301497
DR
DR
2016
C1 OF 5
GENERAL PROJECT INFORMATION
LOCATION MAP
LIST OF DRAWINGS
TITLE SHEET
LEGGEE ELEMENTARY SCHOOL
PARTICIPANTS LIST OF DRAWINGS
OWNER:
HUNTLEY COMMUNITY
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
SCHOOL DISTRICT 158
650 ACADEMIC DRIVE
ALGONQUIN, IL 60102
LOCATION MAP
NO SCALE
NORTH
(414) 744-6981 - FAX
(414) 744-6962
MILWAUKEE, WI 53202
126 NORTH JEFFERSON ST.
ENGINEERS/ARCHITECTS
INSPEC, INC.
ENGINEER:
DAN ROEHRDANZ, P.E.
PROJECT ENGINEER
SUITE 120
HE
MM
ER
R
OA
D
LIST OF BID ITEMS
AND ALTERNATES
BASE BID: ALL WORK SHOWN
HARMONY ROAD
LEGGEE ELEMENTARY SCHOOL
PLAYGROUND
13723 HARMONY ROAD, HUNTLEY, ILLINOIS 60142
LEGGEE CLAY SOIL SPOILS FILL SITE
W
A
T
E
R
W
A
T
E
R
WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER
STORM
STORM
STORM
STORM
STORM
STORM
STORM
STORM
STORM
STORM
STORM
STORM
STORM STORM STORM STORM STORM
S
T
O
R
M
S
T
O
R
M
S
T
O
R
M
STORMSTORM
STORMSTORM
STORM
ST
OR
MS
TO
RM
ST
OR
MS
TO
RM
ST
OR
MS
TO
RM
ST
O
R
M
ST
O
R
M
ST
O
R
M
ST
O
R
M
ST
O
R
M
ST
O
R
M
ST
O
R
M
ST
O
R
M
ST
O
R
M
ST
O
R
M
ST
O
R
M
ST
O
R
M
ST
O
R
M
ST
O
R
M
ST
O
R
M
ST
O
R
M
ST
O
R
M
EXISTING
STORM
MANHOLE
INVERT -6.6'
7' FH
4' FH
8' FH
EXISTING
STORM
MANHOLE
EXISTING STORM
MANHOLE
RIM 893.26
SOUTHWEST INVERT 887.04
BENCH 885.24
SOUTH AND WEST INVERT 884.24
FB
FB
BB
BB
BB
HYDRANT
HYDRANT
5' FH
7' FH
5' FH
4' FH
9' FH
4' FH
4' FH
7' FH
REMOVAL PLAN
1"=20'-0"
LEGGEE ELEMENTARY SCHOOL
NORTH
0' 2' 6' 10' 20' 40'
PLACE GEOFABRIC UNDER MANHOLE/CATCH BASIN COVER.
REMOVE SOD, TOPSOIL, AND SUBSOILS TO NEW
SUBGRADE ELEVATIONS.
REMOVAL NOTES:
BASE BID:
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.
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.
APPROXIMATE HAUL ROUTE. RESTORE WITH TOPSOIL, SEED,
AND EROSION MAT AT PROJECT COMPLETION.
WATER
MANHOLE
EXISTING
WOOD CHIP
PLAYGROUND
EXISTING
GRASS
E
X
I
S
T
I
N
G
A
S
P
H
A
L
T
P
A
V
E
M
E
N
T
L
E
G
G
E
E
E
L
E
M
E
N
T
A
R
Y
S
C
H
O
O
L
E
X
I
S
T
I
N
G
A
S
P
H
A
L
T
P
A
V
E
M
E
N
T
EX
IS
TIN
G A
SP
HA
LT
P
AV
EM
EN
T
E
X
IS
T
IN
G
A
S
P
H
A
L
T
P
A
V
E
M
E
N
T
E
X
I
S
T
I
N
G
A
S
P
H
A
L
T
P
A
V
E
M
E
N
T
EXISTING ASPHALT PAVEMENT
EX
IS
TIN
G A
SP
HA
LT
P
AV
EM
EN
T
EXISTING
GRASS
EXISTING
GRASS
EXISTING
GRASS
EXISTING
GRASS
EXISTING
GRASS
EXISTING
GRASS
EXISTING
GRASS
EXISTING
GRASS
EXISTING
GRASS
EXISTING
GRASS
EXISTING
GRASS
PLAYFIELD
E
X
I
S
T
I
N
G
G
R
A
S
S
S
W
A
L
E
E
X
I
S
T
I
N
G
G
R
A
S
S
S
W
A
L
E
ST
OR
M
ST
OR
M
ST
OR
M
ST
OR
M
ST
OR
M
ST
OR
M
DT DT
D
T
D
T
D
T
D
T
D
T
D
T
D
T
D
T
DT
DT
DT
DT
DT
DT
DT
DT
D
T
D
T
D
T
D
T
D
T
D
T
D
T
D
T
D
T
D
T
D
T
D
T
D
T
DT
S
T
O
R
M
S
T
O
R
M
S
T
O
R
M
D
T
DT
DT
D
T
DT
DT
DT
DT
DT
DTDT
S
T
O
R
M
S
T
O
R
M
L
E
G
G
E
E
E
L
E
M
E
N
T
A
R
Y
S
C
H
O
O
L
EXISTING TRENCH DRAIN
CATCH BASIN.
RIM 891.97
INVERT 889.96
6
"
P
V
C
DT
D
T
D
T
OUTLINE AND
GENERAL LOCATION
OF EXISTING
PLAYGROUND
EQUIPMENT TO
REMAIN (TYPICAL)
8" P
V
C
12" HDPE
12" HDPE
12
" H
DP
E
6
"
P
V
C
STORM MANHOLE
RIM 893.25
INV E 887.65 - 10" PVC
INV N & S 887.15 - 12" HDPE
DRAIN TILE INVERT 887.99
EXISTING CATCH
BASIN
RIM 891.62
INV. N & S 885.87
SUMP 884.12
E
X
I
S
T
I
N
G
A
S
P
H
A
L
T
P
A
V
E
M
E
N
T
E
X
I
S
T
I
N
G
A
S
P
H
A
L
T
P
A
V
E
M
E
N
T
EXISTING
GRASS
PLAYFIELD
EXISTING
GRASS
PLAYFIELD
S
T
O
R
M
S
T
O
R
M
E
X
I
S
T
I
N
G
6
"
H
D
P
E
C
U
L
V
E
R
T
12" HDPE
10" PVC
10
" P
VC
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
DT
DT
ST
OR
MS
TO
RM
ST
OR
MS
TO
RM
ST
OR
M
STORM
SAWCUT AND REMOVE ASPHALT PAVEMENT, BASE
AGGREGATE, AND SUBSOILS TO SUBGRADE ELEVATIONS
DT DT
DT
DT
DT
DT
DT
DT
DT DT
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
E
X
I
S
T
I
N
G
S
T
O
N
E
E
X
I
S
T
I
N
G
S
T
O
N
E
E
X
I
S
T
I
N
G
S
T
O
N
E
EXISTING
GRASS
EXISTING GRASS
EXISTING
GRASS
SAWCUT 12" INTO EXISTING PAVEMENT AND REMOVE 12" WIDE
EXISTING ASPHALT PAVEMENT
SAWCUT 18" INTO EXISTING PAVEMENT AND REMOVE 18" WIDE
EXISTING ASPHALT PAVEMENT
EXISTING STONE
EXISTING GRASS
EXISTING STONE
REMOVE TREE AND STUMP
S
F
S
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
CF
CF
CF
CF
CF
CF
CF
CF
CF
C
F
DOOR 5
DOOR 9
LEGGEE ELEMENTARY SCHOOL
REMOVAL PLAN FOR
C2 OF 5
DA
N R
OE
HR
DA
NZ
2/22/2016 2:26 P
M
Consultants:
Issues and revisions:
ISSUE LEVEL / REVISION: DATE: No.:
Project title:
Sheet content:
M:\C
AD
draw
ings - by client then num
ber\H
untley C
om
munity S
D 158\301497 - 2016 Leggee A
sphalt P
layground\2016 Leggee playground expand P
LA
NS
02-23-16.dw
g
c
Sheet No.:
Client:
Signature:
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
CHECKED BY:
DRAWN BY:
PROJECT MGR:
INSPEC PROJECT No.:
CLIENT PROJECT No.:
DATE:
HUNTLEY COMMUNITY
SCHOOL DISTRICT 158
ASPHALT PLAYGROUND CONSTRUCTION
LEGGEE ELEMENTARY SCHOOL
02/23/2016
BID NO. 2016-19
301497
DR
DR
2016
LEGEND:
EXISTING CONSTRUCTION
EXISTING BUILDING
GRADING LIMITS
STORM STORM
EXISTING STORM SEWER
SF SF
SILT FENCING
EXISTING SWALE
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.
NEW CONSTRUCTION
STORM STORM
NEW STORM SEWER
DT DT DT
EXISTING DRAIN TILE SYSTEM
CF CF
CONSTRUCTION FENCING
WATER WATER
EXISTING WATER LINE
EXISTING
STORM
MANHOLE
INVERT -6.6'
7' FH
4' FH
8' FH
EXISTING
STORM
MANHOLE
EXISTING STORM
MANHOLE
RIM 893.26
SOUTHWEST INVERT 887.04
BENCH 885.24
SOUTH AND WEST INVERT 884.24
FB
FB
BB
BB
BB
HYDRANT
HYDRANT
WATER
MANHOLE
EXISTING
WOOD CHIP
PLAYGROUND
E
X
I
S
T
I
N
G
A
S
P
H
A
L
T
P
A
V
E
M
E
N
T
L
E
G
G
E
E
E
L
E
M
E
N
T
A
R
Y
S
C
H
O
O
L
E
X
I
S
T
I
N
G
A
S
P
H
A
L
T
P
A
V
E
M
E
N
T
EX
IS
TIN
G A
SP
HA
LT
P
AV
EM
EN
T
E
X
IS
T
IN
G
A
S
P
H
A
L
T
P
A
V
E
M
E
N
T
E
X
I
S
T
I
N
G
A
S
P
H
A
L
T
P
A
V
E
M
E
N
T
EXISTING ASPHALT PAVEMENT
EX
IS
TIN
G A
SP
HA
LT
P
AV
EM
EN
T
EXISTING
GRASS
EXISTING
GRASS
EXISTING
GRASS
EXISTING
GRASS
EXISTING
GRASS
EXISTING
GRASS
EXISTING
GRASS
EXISTING
GRASS
EXISTING
GRASS
EXISTING
GRASS
EXISTING
GRASS
PLAYFIELD
E
X
I
S
T
I
N
G
G
R
A
S
S
S
W
A
L
E
E
X
I
S
T
I
N
G
G
R
A
S
S
S
W
A
L
E
NEW CONDITIONS - SITE PLAN
1"=20'-0"
LEGGEE ELEMENTARY SCHOOL
NORTH
0' 2' 6' 10' 20' 40'
L
E
G
G
E
E
E
L
E
M
E
N
T
A
R
Y
S
C
H
O
O
L
OUTLINE AND
GENERAL LOCATION
OF EXISTING
PLAYGROUND
EQUIPMENT TO
REMAIN (TYPICAL)
STORM MANHOLE
RIM 893.25
INV E 887.65 - 10" PVC
INV N & S 887.15 - 12" HDPE
DRAIN TILE INVERT 887.99
CB 1
EXISTING TRENCH
DRAIN
EXISTING CATCH
BASIN
RIM 891.62
INV. N & S 885.87
SUMP 884.12
E
X
I
S
T
I
N
G
A
S
P
H
A
L
T
P
A
V
E
M
E
N
T
E
X
I
S
T
I
N
G
A
S
P
H
A
L
T
P
A
V
E
M
E
N
T
EXISTING
GRASS
PLAYFIELD
EXISTING
GRASS
PLAYFIELD
E
X
I
S
T
I
N
G
6
"
H
D
P
E
C
U
L
V
E
R
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
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
E
X
I
S
T
I
N
G
S
T
O
N
E
E
X
I
S
T
I
N
G
S
T
O
N
E
E
X
I
S
T
I
N
G
S
T
O
N
E
EXISTING
GRASS
EXISTING GRASS
EXISTING
GRASS
EXISTING STONE
EXISTING GRASS
EXISTING STONE
DOOR 5
DOOR 9
C5
1
C5
1
C5
1
C5
1
C5
1
C5
1
C5
1
C5
1
C5
1
REGRADING, 4"
TOPSOIL, SEED, AND
EROSION MAT AREA
(TYPICAL)
NCB - A
NMH -B
5
0
'
-
0
"
C5
1
C5
2
C5
2
SEE STRIPING PLAN -
DETAIL 4/C5 FOR
PATHWAY STRIPING.
SEE STRIPING PLAN -
DETAIL 4/C5 FOR
PATHWAY STRIPING.
LEGGEE ELEMENTARY SCHOOL
NEW CONDITIONS - SITE PLAN FOR
C3 of 5
DA
N R
OE
HR
DA
NZ
2/22/2016 2:26 P
M
Consultants:
Issues and revisions:
ISSUE LEVEL / REVISION: DATE: No.:
Project title:
Sheet content:
M:\C
AD
draw
ings - by client then num
ber\H
untley C
om
munity S
D 158\301497 - 2016 Leggee A
sphalt P
layground\2016 Leggee playground expand P
LA
NS
02-23-16.dw
g
c
Sheet No.:
Client:
Signature:
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
CHECKED BY:
DRAWN BY:
PROJECT MGR:
INSPEC PROJECT No.:
CLIENT PROJECT No.:
DATE:
HUNTLEY COMMUNITY
SCHOOL DISTRICT 158
ASPHALT PLAYGROUND CONSTRUCTION
LEGGEE ELEMENTARY SCHOOL
02/23/2016
BID NO. 2016-19
301497
DR
DR
2016
LEGEND:
EXISTING CONSTRUCTION
EXISTING BUILDING
GRADING LIMITS WITH NEW 4" TOPSOIL,
SEED, AND EROSION MAT
STORM STORM
EXISTING STORM SEWER
EXISTING SWALE
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.
NEW CONSTRUCTION
STORM STORM
NEW STORM SEWER
DT DT DT
EXISTING DRAIN TILE SYSTEM
WATER WATER
EXISTING WATER LINE
W
A
T
E
R
W
A
T
E
R
WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER WATER
STORM
STORM
STORM
STORM
STORM
STORM
STORM
STORM
STORM
STORM
STORM
STORM
STORM STORM STORM STORM STORM
S
T
O
R
M
S
T
O
R
M
S
T
O
R
M
STORMSTORM
STORMSTORM
STORM
ST
OR
MS
TO
RM
ST
OR
MS
TO
RM
ST
OR
MS
TO
RM
ST
O
R
M
ST
O
R
M
ST
O
R
M
ST
O
R
M
ST
O
R
M
ST
O
R
M
ST
O
R
M
ST
O
R
M
ST
O
R
M
ST
O
R
M
ST
O
R
M
ST
O
R
M
ST
O
R
M
ST
O
R
M
ST
O
R
M
ST
O
R
M
ST
O
R
M
890.96
888.57
EXISTING
STORM
MANHOLE
INVERT -6.6'
7' FH
4' FH
8' FH
EXISTING
STORM
MANHOLE
EXISTING STORM
MANHOLE
RIM 893.26
SOUTHWEST INVERT 887.04
BENCH 885.24
SOUTH AND WEST INVERT 884.24
FB
FB
BB
BB
BB
HYDRANT
HYDRANT
BENCHMARK:
CENTER OF STOOP AT DOORS
ELEVATION 895.85
WATER
MANHOLE
EXISTING
WOOD CHIP
PLAYGROUND
E
X
I
S
T
I
N
G
A
S
P
H
A
L
T
P
A
V
E
M
E
N
T
L
E
G
G
E
E
E
L
E
M
E
N
T
A
R
Y
S
C
H
O
O
L
E
X
I
S
T
I
N
G
A
S
P
H
A
L
T
P
A
V
E
M
E
N
T
EX
IS
TIN
G A
SP
HA
LT
P
AV
EM
EN
T
E
X
IS
T
IN
G
A
S
P
H
A
L
T
P
A
V
E
M
E
N
T
E
X
I
S
T
I
N
G
A
S
P
H
A
L
T
P
A
V
E
M
E
N
T
EXISTING ASPHALT PAVEMENT
EX
IS
TIN
G A
SP
HA
LT
P
AV
EM
EN
T
EXISTING
GRASS
EXISTING
GRASS
EXISTING
GRASS
EXISTING
GRASS
EXISTING
GRASS
EXISTING
GRASS
EXISTING
GRASS
EXISTING
GRASS
EXISTING
GRASS
EXISTING
GRASS
EXISTING
GRASS
PLAYFIELD
E
X
I
S
T
I
N
G
G
R
A
S
S
S
W
A
L
E
E
X
I
S
T
I
N
G
G
R
A
S
S
S
W
A
L
E
NEW CATCH BASIN A (NCB - A)
RIM 893.00
INV SW - 12" PVC 888.00
SUMP 885.80
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
NEW CATCH BASIN AND
MANHOLE SCHEDULE:
ST
OR
M
ST
OR
M
ST
OR
M
ST
OR
M
ST
OR
M
ST
OR
M
DT DT
D
T
D
T
D
T
D
T
D
T
D
T
D
T
D
T
DT
DT
DT
DT
DT
DT
DT
DT
D
T
D
T
D
T
D
T
D
T
D
T
D
T
D
T
D
T
D
T
D
T
D
T
D
T
DT
S
T
O
R
M
S
T
O
R
M
S
T
O
R
M
D
T
DT
DT
D
T
DT
DT
DT
DT
DT
DTDT
S
T
O
R
M
S
T
O
R
M
NEW CONDITIONS - GRADING AND PLUMBING PLAN
1"=20'-0"
LEGGEE ELEMENTARY SCHOOL
NORTH
0' 2' 6' 10' 20' 40'
L
E
G
G
E
E
E
L
E
M
E
N
T
A
R
Y
S
C
H
O
O
L
EXISTING TRENCH DRAIN
CATCH BASIN.
RIM 891.97
INVERT 889.96
INVERT 6'-0" BELOW RIM
6
"
P
V
C
DT
D
T
D
T
OUTLINE AND
GENERAL LOCATION
OF EXISTING
PLAYGROUND
EQUIPMENT TO
REMAIN (TYPICAL)
893.68
893.17
894.82
895.17
8" P
V
C
12" HDPE
12" HDPE
12
" H
DP
E
6
"
P
V
C
STORM MANHOLE
RIM 893.25
INV E 887.65 - 10" PVC
INV N & S 887.15 - 12" HDPE
DRAIN TILE INVERT 887.99
891.71
CB 1
EXISTING TRENCH
DRAIN
EXISTING CATCH
BASIN
RIM 891.62
INV. N & S 885.87
SUMP 884.12
E
X
I
S
T
I
N
G
A
S
P
H
A
L
T
P
A
V
E
M
E
N
T
E
X
I
S
T
I
N
G
A
S
P
H
A
L
T
P
A
V
E
M
E
N
T
EXISTING
GRASS
PLAYFIELD
EXISTING
GRASS
PLAYFIELD
S
T
O
R
M
S
T
O
R
M
E
X
I
S
T
I
N
G
6
"
H
D
P
E
C
U
L
V
E
R
T
12" HDPE
10" PVC
10
" P
VC
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
DT
DT
894.52
891.35
894.70
893.33
894.56
894.38
894.50
894.80
895.53 895.58 895.55
894.29
892.94 893.11 893.01 893.14
891.24
890.29
892.75
892.63
892.11
892.95
ST
OR
MS
TO
RM
ST
OR
MS
TO
RM
ST
OR
M
STORM
DT DT
DT
DT
DT
DT
DT
DT
DT DT
895.85
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
E
X
I
S
T
I
N
G
S
T
O
N
E
E
X
I
S
T
I
N
G
S
T
O
N
E
E
X
I
S
T
I
N
G
S
T
O
N
E
EXISTING
GRASS
EXISTING GRASS
EXISTING
GRASS
895.84
895.58
895.54
895.50
895.40
895.29
895.86
895.51
894.90
894.84
894.93
895.50
895.15
895.39
895.27
894.92
893.96
893.92
893.65
894.69
895.41
895.49
895.55
895.63
895.86
895.47
895.43
895.47
895.49
894.26
894.25
894.13893.97
893.67
893.27
893.14
892.95
895.27
895.07
893.50
893.23
893.27
892.56
892.85
892.80
892.66
891.62
891.97
892.30
892.52
892.13
892.13
891.60
891.22
891.65
891.15
891.00
891.39
892.13893.98 894.00
894.10
894.09
894.09
894.06
891.60
EXISTING STONE
EXISTING GRASS
EXISTING STONE
DOOR 5
DOOR 9
894.90
894.25
REGRADING, 4"
TOPSOIL, SEED, AND
EROSION MAT AREA
(TYPICAL)
894.00
893.27
893.65
893.92
894.35
893.75
S
T
O
R
M
ST
OR
M
893.00
893.35
NCB - A
NMH -B
NEW 12" PVC STORM
SEWER PIPE
CONTRACTOR TO
LOCATE EXACT
WATER LINE
LOCATION PRIOR TO
INSTALLING NCB - A
894.00
LEGGEE ELEMENTARY SCHOOL
AND PLUMBING PLAN FOR
NEW CONDITIONS - GRADING
C4 OF 5
DA
N R
OE
HR
DA
NZ
2/22/2016 2:26 P
M
Consultants:
Issues and revisions:
ISSUE LEVEL / REVISION: DATE: No.:
Project title:
Sheet content:
M:\C
AD
draw
ings - by client then num
ber\H
untley C
om
munity S
D 158\301497 - 2016 Leggee A
sphalt P
layground\2016 Leggee playground expand P
LA
NS
02-23-16.dw
g
c
Sheet No.:
Client:
Signature:
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
CHECKED BY:
DRAWN BY:
PROJECT MGR:
INSPEC PROJECT No.:
CLIENT PROJECT No.:
DATE:
HUNTLEY COMMUNITY
SCHOOL DISTRICT 158
ASPHALT PLAYGROUND CONSTRUCTION
LEGGEE ELEMENTARY SCHOOL
02/23/2016
BID NO. 2016-19
301497
DR
DR
2016
LEGEND:
EXISTING CONSTRUCTION
EXISTING BUILDING
GRADING LIMITS WITH NEW 4" TOPSOIL,
SEED, AND EROSION MAT
STORM STORM
EXISTING STORM SEWER
EXISTING SWALE
EXISTING SPOT ELEVATION894.10
894.50
NEW SPOT ELEVATION - TOP OF NEW
PAVEMENT AND/OR FINISHED GRADE
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.
NEW CONSTRUCTION
STORM STORM
NEW STORM SEWER
DT DT DT
EXISTING DRAIN TILE SYSTEM
WATER WATER
EXISTING WATER LINE
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.
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
48" MINIMUM
SUMP ELEVATION
DIAMETER
NO SCALE
CATCH BASIN AND MANHOLE DETAIL2
C5
8" REINFORCED,
MONOLITHIC BASE
NEW OR EXISTING
STORM SEWER PIPE
PRECAST, REINFORCED
CONCRETE CATCH BASIN
STEPS 16" ON CENTER
EXISTING SUBGRADE SOIL
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.
12" BASE AGGREGATE
(I-DOT, CA-6 GRADATION)
SOIL SEPARATION FABRIC
NO SCALE
CONSTRUCTION DETAIL1
C5
PLAYGROUND PAVEMENT
NEW CONCRETE RISER
RINGS (2 MINIMUM).
MORTAR RINGS IN PLACE.
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.
CONSTRUCTION SITE
SOIL SEPARATION FABRIC
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.
NO SCALE
STONE TRACKING PAD DETAIL3
C5
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.
36"
NEW DRAIN TILE BLEEDER LINE AT
SUBGRADE ELEVATION. DRAINTILE
TO RUN AROUND PERIMETER OF
CATCH BASIN.
BB
BB
BB
HYDRANT
CENTER OF STOOP AT DOORS
WATER
MANHOLE
EXISTING
WOOD CHIP
PLAYGROUND
L
E
G
G
E
E
E
L
E
M
E
N
T
A
R
Y
S
C
H
O
O
L
E
X
I
S
T
I
N
G
A
S
P
H
A
L
T
P
A
V
E
M
E
N
T
EX
IS
TIN
G A
SP
HA
LT
P
AV
EM
EN
T
E
X
I
S
T
I
N
G
A
S
P
H
A
L
T
P
A
V
E
M
E
N
T
EXISTING
GRASS
EXISTING
GRASS
EXISTING
GRASS
L
E
G
G
E
E
E
L
E
M
E
N
T
A
R
Y
S
C
H
O
O
L
EXISTING CATCH
BASIN
E
X
I
S
T
I
N
G
A
S
P
H
A
L
T
P
A
V
E
M
E
N
T
E
X
I
S
T
I
N
G
A
S
P
H
A
L
T
P
A
V
E
M
E
N
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
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
E
X
I
S
T
I
N
G
S
T
O
N
E
E
X
I
S
T
I
N
G
S
T
O
N
E
E
X
I
S
T
I
N
G
S
T
O
N
E
EXISTING GRASS
EXISTING GRASS
EXISTING STONE
EXISTING GRASS
EXISTING STONE
DOOR 5
DOOR 9
PATHWAY STRIPING
(TYPICAL)
PATHWAY STRIPING
(TYPICAL)
FOUR "T" LINES EACH
A DIFFERENT COLOR
(YELLOW, GREEN,
BLUE, AND RED) TO
MATCH EXISTING.
VERIFY LOCATIONS
AND DIMENSIONS
WITH SCHOOL PRIOR
TO STRIPING.
FOUR "T" LINES EACH A DIFFERENT
COLOR (YELLOW, GREEN, BLUE, AND
RED) TO MATCH EXISTING. VERIFY
LOCATIONS AND DIMENSIONS WITH
SCHOOL PRIOR TO STRIPING.
DA
N R
OE
HR
DA
NZ
2/22/2016 2:22 P
M
Consultants:
Issues and revisions:
ISSUE LEVEL / REVISION: DATE: No.:
Project title:
Sheet content:
c
Sheet No.:
Client:
Signature:
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
CHECKED BY:
DRAWN BY:
PROJECT MGR:
INSPEC PROJECT No.:
CLIENT PROJECT No.:
DATE:
HUNTLEY COMMUNITY
SCHOOL DISTRICT 158
ASPHALT PLAYGROUND CONSTRUCTION
LEGGEE ELEMENTARY SCHOOL
02/23/2016
BID NO. 2016-19
301497
DR
DR
2016
C5 OF 5
DETAILS
1" = 20'-0"
PAVEMENT STRIPING DETAIL4
C5
NORTH
0' 2' 6' 10' 20' 40'
