2013 PLAYGROUND SYNTHETIC TURF INSTALLATION
c 2013
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 AND MARTIN ELEMENTARY SCHOOL GENERAL PROJECT NOTES
LIST OF BID ITEMS AND ALTERNATES
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
PROJECT ENGINEER DAN ROEHRDANZ, P.E.
[email protected]
C2
TITLE SHEET, PARTICIPANTS, LIST OF DRAWINGS, LOCATION MAP, AND GENERAL PROJECT NOTES
LEGGEE ELEMENTARY SCHOOL - NEW CONDITIONS SITE PLAN
C4
LEGGEE ELEMENTARY SCHOOL - NEW CONDITIONS GRADING AND PLUMBING PLAN
C6
VERIFY MEASUREMENTS AND CONDITIONS ON THE PROJECT.
2.
REVIEW SPECIFICATIONS FOR INSTRUCTIONS NOT SHOWN ON DRAWINGS.
3.
EXISTING AND NEW MATERIALS COMMON TO SEVERAL DETAILS MAY BE NOTED ON ONLY ONE.
4.
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.
5.
TOP 4" OF WOOD CHIPS FROM ALL REMOVED PLAYGROUNDS SHALL BE TRANSPORTED TO OTHER PLAYGROUNDS WITHIN THE SCHOOL DISTRICT AND STOCKPILED ADJACENT TO THE OTHER PLAYGROUNDS. SCHOOL DISTRICT PERSONNEL WILL DISTRIBUTE AND GRADE SALVAGED WOOD CHIPS.
LEGGEE ELEMENTARY SCHOOL - REMOVAL PLAN
C3
C5
BID ITEM ONE: 2013 PLAYGROUND SYNTHETIC TURF INSTALLATION AND ALL ASSOCIATED WORK AT LEGGEE ELEMENTARY SCHOOL
1.
MARTIN ELEMENTARY SCHOOL - REMOVAL PLAN MARTIN ELEMENTARY SCHOOL - NEW CONDITIONS SITE PLAN
BID ITEM TWO: 2013 PLAYGROUND SYNTHETIC TURF INSTALLATION AND ALL ASSOCIATED WORK AT MARTIN ELEMENTARY SCHOOL BID ITEM THREE: COMBINATION BID FOR BOTH 2013 PLAYGROUND SYNTHETIC TURF INSTALLATION AND ALL ASSOCIATED WORK AT LEGGEE ELEMENTARY SCHOOL AND MARTIN ELEMENTARY SCHOOL
6.
C7
MARTIN ELEMENTARY SCHOOL - NEW CONDITIONS GRADING AND PLUMBING PLAN
C8
DETAILS
ALTERNATE ONE: ADDITIONAL PLAYGROUND SYNTHETIC TURF INSTALLATION AND ALL ASSOCIATED WORK AT LEGGEE ELEMENTARY SCHOOL
NOTE: LEGGEE ELEMENTARY SCHOOL'S TOP 4" OF REMOVED WOOD CHIPS SHALL BE DELIVERED TO CONLEY ELEMENTARY SCHOOL, 750 ACADEMIC DRIVE, ALGONQUIN, IL AND MACKEBEN ELEMENTARY SCHOOL 800 ACADEMIC DRIVE, ALGONQUIN, IL
PLAYGROUNDS LEGGEE ELEMENTARY SCHOOL
Signature:
Issues and revisions: ISSUE LEVEL / REVISION:
DATE:
BOTTOM PORTION OF WOOD CHIP SURFACING AND 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.
MARTIN ELEMENTARY SCHOOL PLAYGROUND
LEGGEE SPOILS FILL SITE
Client:
MARTIN SPOILS FILL SITE
CONSOLIDATED SCHOOL DISTRICT 158
MARTIN WOOD CHIPS STOCKPILE
HEMMER ROAD
HARMONY ROAD
Project title:
2013 PLAYGROUND SYNTHETIC TURF INSTALLATION AT LEGGEE ELEMENTARY SCHOOL AND
HALIGUS ROAD
MARTIN ELEMENTARY SCHOOL Sheet content:
TITLE SHEET LIST OF DRAWINGS LOCATION MAP GENERAL PROJECT INFORMATION
2/14/2013 2:20 PM DAN ROEHRDANZ
REED ROAD
LEGGEE ELEMENTARY SCHOOL LOCATION MAP
MARTIN ELEMENTARY SCHOOL LOCATION MAP
NO SCALE
NO SCALE
13723 HARMONY ROAD, HUNTLEY, ILLINOIS 60142
NORTH
No.:
DATE: CLIENT PROJECT No.: INSPEC PROJECT No.: PROJECT MGR: DRAWN BY: CHECKED BY:
02/22/2013 BID NO. 2013-19 301314 DCR KL & DCR
Sheet No.:
10920 REED ROAD, LAKE IN THE HILLS, ILLINOIS 60156
NORTH
C1 of 8
LE
O L
G
EL
X
SC HO
X X X
X
M EN T VE PA AL T PH X
X
AS
EXISTING ASPHALT PAVEMENT
TI NG IS X
X
EX
X
M EN
X
PA
VE TE R WA
WATER
EXISTING WATER LINE
|
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
5'-6"FH
SC HO
EXISTING APPROXIMATE FALL HEIGHT
O L
AL PH AS WATER
WATER
WATER
WATER
BB POLE
WATER
WATER
EN M
TE
VE T
Issues and revisions: ISSUE LEVEL / REVISION:
WA
TE
R
EXISTING GRASS CF
CF
CF
CF
CF
CF
CF
CF
CF
CF
5' FH
EXISTING ASPHALT PAVEMENT
7'-0" MIN.
POLE
STORM
STORM
STORM
STORM
STORM
CF
STORM
STORM
STORM
STORM
STORM
STORM
DT
DT
REMOVAL NOTES:
SF
SF
SF
SF
CF
N
I ST
G
SF
DT
DT DT
SF
7' FH
G
EXISTING GRASS SF
CF
SF
I EX
ALTERNATE ONE:
DT
CF
SF SF
SF
SF
T D
STORM
D
SF
SF
REMOVE WOOD CHIPS, FABRIC, STONE, SUBSOILS, DRAIN TILE LINES, AND PLASTIC EDGING TO NEW SUBGRADE ELEVATIONS.
REMOVE WOOD CHIPS, FABRIC, STONE, SUBSOILS, DRAIN TILE LINES, AND PLASTIC EDGING TO NEW SUBGRADE ELEVATIONS.
REMOVE SOD, TOPSOIL, WOOD CHIPS, AND SUBSOILS TO NEW SUBGRADE ELEVATIONS (TYPICAL SHADED AREA).
REMOVE SOD, TOPSOIL, WOOD CHIPS, AND SUBSOILS TO NEW SUBGRADE ELEVATIONS (TYPICAL SHADED AREA).
INSTALL SILT FENCE PRIOR TO CONSTRUCTION (TYPICAL THIS LINE TYPE). REMOVE SILT FENCE AT PROJECT COMPLETION.
PLACE GEOFABRIC UNDER MANHOLE/CATCH BASIN GRATE.
INSTALL 4'-0" HIGH ORANGE CONSTRUCTION FENCE PRIOR TO CONSTRUCTION (TYPICAL THIS LINE TYPE). REMOVE AT PROJECT COMPLETION.
T D
SF SF
CF
SF
T
SF
CF
STORM
8' FH
SF
C
F
SF
SF SF
SF CF
EXISTING GRASS
EXISTING GRASS
CF
CF
SF
CF
CF
C F
RM
CF
ST O
CF
CF SF
CF CF
CF
CF
OR M
CF
CF
CF CF CF
20'
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 10/C8. AT PROJECT COMPLETION RESTORE WITH 4" TOPSOIL, SEED, AND EROSION MAT.
MARTIN ELEMENTARY SCHOOL Sheet content:
REMOVAL PLAN FOR LEGGEE ELEMENTARY SCHOOL
40'
NORTH
APPROXIMATE HAUL ROUTE. . RESTORE WITH TOPSOIL, SEED, AND EROSION MAT AT PROJECT COMPLETION.
SF
CF
0' 2' 6' 10'
2013 PLAYGROUND SYNTHETIC TURF INSTALLATION AT
F
ST
SF C
CF
SF
CF
SF
SF
CF
LEGGEE ELMENTARY SCHOOL REMOVAL PLAN
CF
SF
9'-2"
STORM MANHOLE
Project title:
LEGGEE ELEMENTARY SCHOOL AND
SF
STORM
STORM MANHOLE INVERT -6.6'
CF
SF
CF
STORM
SAWCUT AND REMOVE ASPHALT PAVEMENT, BASE AGGREGATE, AND SUBSOILS TO NEW SUBGRADE ELEVATIONS.
SF
CF
STORM
SF
SF
4' FH
CF
CF
4' FH
S AS
CF
STORM
R
E AL SW
SF
CF
DT
DT
DT
BID ITEM ONE:
CF
CF
SF
STORM
DT
CONSOLIDATED SCHOOL DISTRICT 158
DT
DT
DT DT
7'-0" MIN.
CF
4' FH
STORM
Client:
EXISTING GRASS
CF
STORM
STORM
STORM
STORM MANHOLE
CF
7' FH
5' FH
E
CF
SF
CF
STORM
STORM
STORM
STORM
DT
DT
DT STORM
SF
CF
STORM
9' FH
NG
TI EXIS
AL S SW S A GR
CF
STORM
4' FH
7' FH
CF
SF
CF
STORM
CF
STORM
STORM
STORM
CF CF
" -6 6' IN. M
EXISTING GRASS
No.:
CF
STORM
CF CF
DATE:
EXISTING GRASS
CF
STORM
WATER
STORM
STORM STORM
WATER
BB POLE
BB POLE
SF
STORM
WATER
WATER
STORM
PA
WA
WATER
HYDRANT
EXISTING ASPHALT PAVEMENT
POLE
OUTLINE AND GENERAL LOCATION OF EXISTING PLAYGROUND EQUIPMENT TO REMAIN (TYPICAL)
EXISTING GRASS
Signature:
G WATER
IS T
WATER
EX
BB POLE
IN
X X
WATER
T AL
STORM
STORM MANHOLE RIM 96.30 NEW INVERT 88.50 INVERT 87.40
M
WATER
M I N N E A P O L I S
T
X X
WATER
PH AS
EXISTING GRASS
R
WATER
G N TI IS EX
STORM
EXISTING ASPHALT PAVEMENT
WATER
WATER
CF
EXISTING ASPHALT PAVEMENT
OR
NEW STORM SEWER
STORM MANHOLE
STORM
STORM
WATER MANHOLE
T PHAL G AS N F I C T EXIS ENT FM PAVCE
EXISTING GRASS
ST
STORM
STORM
STORM
M:\CAD drawings - by client then number\Consolidated SD 158\301314 - Leggee and Martin Playground turf\5.0-Inspec Drawings\0-Current Working Drawings\Legge and Martin Turf - Plan Template.dwg
EXISTING STORM SEWER
STORM
X
X
EXISTING GRASS
T
STORM
G EE
STORM
X
STORM
2/14/2013 2:13 PM DAN ROEHRDANZ
STORM
c 2013
GRADING LIMITS
TA RY
EXISTING GRASS
HYDRANT
1"=20'-0"
STORM
EXISTING SWALE
EN
EXISTING WOOD CHIP PLAYGROUND
CF
STORM
NEW CONSTRUCTION
EXISTING BUILDING
CF
STORM
EXISTING CONSTRUCTION
EM
X
EL EM EN TA RY
STORM
LE G
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.
EXISTING GRASS
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. REMOVE EXISTING DRAIN TILE PIPE, CONCRETE OUTLET STRUCTURE, AND CAST IRON FRAME AND GRATE.
DATE: CLIENT PROJECT No.: INSPEC PROJECT No.: PROJECT MGR: DRAWN BY: CHECKED BY:
02/22/2013 BID NO. 2013-19 301314 DCR KL & DCR
Sheet No.:
C2 of 8
LE
O L
G
EL
X
SC HO
X X X
X
M EN T VE PA AL T PH X
X
AS
EXISTING ASPHALT PAVEMENT
TI NG IS X
X
EX X
X
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 GRADING LIMITS WITH NEW 4" TOPSOIL, SEED, AND EROSION MAT
EXISTING GRASS
SC HO
O L
WA
AL PH WATER
WATER
WATER
WATER
WATER
WATER
WATER
WATER
WATER
HYDRANT
BB POLE
LIMIT OF SYNTHETIC TURF SYSTEM IS 6" SOUTHEAST OF EXISTING PAVEMENT EDGE
Issues and revisions: ISSUE LEVEL / REVISION: EXISTING GRASS
6 C8
LT
6 C8
7'-0" MIN.
1 C8
8 C8
7'-0" MIN.
TRENCH DRAIN HALF METER CHANNEL WITH SIDE KNOCK-OUT REMOVED TO CONNECT TO NARROW END OF IN-LINE CATCH BASIN. INSTALL CLOSING CAP ON OPEN END OF CHANNEL.
" -6 6' IN. M
8 C8
STORM MANHOLE RIM 96.30 NEW INVERT 88.50 INVERT 87.40
1 C8
8 C8
8 C8
25'-0"
1 C8
R
8 C8
REGRADING, 4" TOPSOIL, AND SOD AREA (20' X 25')
REGRADING, 4" TOPSOIL, SEED, AND EROSION MAT AREA (TYPICAL)
EXISTING GRASS
Client:
IN
G
S AS
SITE PLAN NOTES:
8 C8
E AL SW
7' FH
G
2 C8
2 C8
T
IS
LIMIT OF SYNTHETIC TURF SYSTEM IS 12" EAST OF EXISTING PLASTIC EDGING/GRASS INTERFACE
8 C8 EXISTING GRASS
EX
LIMIT OF SYNTHETIC TURF SYSTEM IS 12" SOUTHWEST OF EXISTING PLASTIC EDGING/GRASS INTERFACE LIMIT OF SYNTHETIC TURF SYSTEM IS AT THE EXISTING PLASTIC EDGING/GRASS INTERFACE (TYPICAL UNLESS NOTED OTHERWISE).
2 C8
9'-2"
LIMIT OF SYNTHETIC TURF SYSTEM IS AT THE EXISTING PLASTIC EDGING/GRASS INTERFACE (TYPICAL UNLESS NOTED OTHERWISE).
LIMIT OF SYNTHETIC TURF SYSTEM IS 12" WEST OF EXISTING PLASTIC EDGING/GRASS INTERFACE EXISTING GRASS REGRADING, 4" TOPSOIL, SEED, AND EROSION MAT AREA (TYPICAL)
20'
MARTIN ELEMENTARY SCHOOL Sheet content:
8 C8
8 C8
0' 2' 6' 10'
LEGGEE ELEMENTARY SCHOOL AND
8' FH
STORM MANHOLE EXISTING GRASS
Project title:
2013 PLAYGROUND SYNTHETIC TURF INSTALLATION AT
2 C8
8 C8
1. SYNTHETIC TURF SYSTEM SHALL EXTEND A MINIMUM OF 6'-6" FROM ALL PLAY EQUIPMENT. VERIFY 6'-6" MINIMUM DIMENSION BEFORE PLACING CONCRETE PERIMETER CURB AND CONCRETE TRENCH DRAIN CURB.
4' FH
2 C8
EXISTING GRASS
CONSOLIDATED SCHOOL DISTRICT 158
1 C8
1 C8
8 C8
E
EXISTING GRASS
8 C8
8 C8
AL S SW S A GR
STORM MANHOLE
1 C8
1 C8
20'-0"
NG
TI EXIS
8 C8
1 C8
1 C8
LIMIT OF SYNTHETIC TURF SYSTEM IS AT EXISTING PAVEMENT EDGE
1 C8
1 C8
8 C8
EXISTING GRASS
1 C8
6 C8
No.:
8 C8
6 C8
6 C8
DATE:
6 C8
POLE
POLE
1 C8
LEGGEE ELMENTARY SCHOOL NEW CONDITIONS - SITE PLAN
WATER
EX
BB POLE
TRENCH DRAIN IN-LINE CATCH BASIN AT END OF RUN OF TRENCH DRAIN. SEE DETAIL 7/C8.
EXISTING GRASS
LIMIT OF SYNTHETIC TURF SYSTEM IS 12" NORTH OF EXISTING PLASTIC EDGING/GRASS INTERFACE
WATER
WATER
IS T
WATER
7'-0" MIN.
R
AS G
T
TE
BB POLE
IN
X X
BB POLE
EN M
TE
VE
WA
WATER
EXISTING ASPHALT PAVEMENT
LIMIT OF SYNTHETIC TURF SYSTEM IS 12" NORTH OF EXISTING PLASTIC EDGING/GRASS INTERFACE
OUTLINE AND GENERAL LOCATION OF EXISTING PLAYGROUND EQUIPMENT TO REMAIN (TYPICAL)
Signature:
T
X X TE R WA
EXISTING GRASS
STORM MANHOLE
PA
VE
M EN
X
T
X
X
STORM
PA
R
WATER
T AL
M:\CAD drawings - by client then number\Consolidated SD 158\301314 - Leggee and Martin Playground turf\5.0-Inspec Drawings\0-Current Working Drawings\Legge and Martin Turf - Plan Template.dwg
WATER
PH AS
2/14/2013 2:16 PM DAN ROEHRDANZ
WATER
WATER
G N TI IS EX
EXISTING ASPHALT PAVEMENT
WATER MANHOLE
EXISTING ASPHALT PAVEMENT
1"=20'-0"
STORM
c 2013
EXISTING BUILDING
TA RY
EXISTING GRASS
A ASPH TING S I X E T MEN PAVE
STORM MANHOLE INVERT -6.6'
NEW CONSTRUCTION
EN
EXISTING WOOD CHIP PLAYGROUND
HYDRANT
EXISTING GRASS
EXISTING CONSTRUCTION
EM
X
EL EM EN TA RY G EE LE G
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.
40'
NEW CONDITIONS - SITE PLAN FOR
ALTERNATE ONE: ADDITIONAL PLAYGROUND SYNTHETIC TURF INSTALLATION AND ALL ASSOCIATED WORK
LEGGEE ELEMENTARY SCHOOL
DATE: CLIENT PROJECT No.: INSPEC PROJECT No.: PROJECT MGR: DRAWN BY: CHECKED BY:
02/22/2013 BID NO. 2013-19 301314 DCR KL & DCR
NORTH CONCRETE FLUME WITH INTEGRAL CURB. SEE DETAIL 9/C8.
Sheet No.:
C3 of 8
G
O L
X
EL
X
X X
X
M EN T X
VE PA AL T PH X
X
AS TI NG IS X
X
EX
X X
98.85
T
X
M EN
X
|
C H I C A G O
Consultants:
DT
DT
DT
EXISTING DRAIN TILE SYSTEM
DT
DT
DT
NEW DRAIN TILE SYSTEM
98.20
SC HO
93.80 DTI
EXISTING SPOT ELEVATION NEW SPOT ELEVATION - TOP OF NEW CONCRETE, TOP OF NEW PAVEMENT, AND/OR TOP OF NEW INFILL NEW DRAIN TILE INVERT ELEVATION
O L
TE R WA
VE PA AL PH AS WATER
WATER
WATER
WATER
BB POLE
PA
WA
EN M
TE
VE T
WATER
WA
TE
R
EXISTING GRASS
DRAINTILE SYSTEM (TYPICAL THIS LINE TYPE). SEE DETAIL 4/C8.
STORM
STORM
STORM
STORM
DT
STORM
DT
7'-0" MIN.
DT DT
94.20 DT
DT
92.00 DTI 94.17 94.77 94.40
EXISTING GRASS
96.75
96.90
92.87
Project title:
2013 PLAYGROUND SYNTHETIC TURF INSTALLATION AT
96.95
91.58
4' FH
DT
DT
DT ST
97.00 96.85 96.89
96.60
6" M
6" PVC STORM SEWER. PROVIDE PROPER FITTINGS TO CONNECT TO 6" DRAINTILE LINE
96.90
96.51 96.23
96.30
97.15 96.84
OR
96.90
EXISTING GRASS
93.70 DTI
6"
PV
C
INVERT 6'-0" BELOW RIM
NEW CONDITIONS - GRADING
96.15
ST
88.77
Sheet content:
97.73 96.50
M
90.25
88.75
95.60
M
EXISTING GRASS
93.62
ST O
RM
ST OR
OR ST M
97.28 96.38 DT
ST OR
DT
STORM MANHOLE
97.33 96.55
96.22 96.95
89.30
MARTIN ELEMENTARY SCHOOL
9'-2"
8' FH
94.00
LEGGEE ELEMENTARY SCHOOL AND
DT
STORM STORM
94.30
DT DT
89.77
97.91 96.35
REGRADING, 4" TOPSOIL, SEED, AND EROSION MAT AREA (TYPICAL)
DT
STORM
PV
C
DT
DT
94.74 94.30
DT
OR M
T
IS
DRAINTILE SYSTEM (TYPICAL THIS LINE TYPE). SEE DETAIL 4/C8.
96.75
7' FH
97.07 96.63
G
EX
94.90 DTI
DT
STORM
94.25 93.70
IN
G
96.75
97.20
96.91
DT
STORM
DT
DT
94.28
DT
STORM STORM
R
94.00 DT
94 94 .90 .10
S AS
97.15 97.00
DT
94.60
DT
DT
STORM
DT
94.36 94.40
E AL SW DT
DT
STORM
90.85
90.75
DT
94.54
DT
90.50 DTI
95.20 94.25
96.90
96.75 96.40
93.00
DT
STORM
DT DT
DT
STORM
94.60
91.25 DTI 94.70
96.90
92.00 DTI
94.40
CONSOLIDATED SCHOOL DISTRICT 158
EXISTING GRASS
94.62
94.55
95.73 94.66
91.70 DTI
Client:
94.40 95.25 94.40 DT
STORM
95.28 94.95
92.80 DTI
94.65
STORM
DT
95.78 94.90
95.47 94.93
95.75 94.85
STORM
E
DT
94.96
T
95.67 94.53
AL S SW S A GR
95.52
STORM D
STORM
94.65
STORM
STORM
94.05
T
96.38
95.11
DT
8" PVC
STORM
94.98
93.00 DTI
94.13 RIM
STORM
D
96.17 95.05
DT
STORM
94.97
95.10
93.85
STORM
STORM MANHOLE
STORM
93.97
STORM
95.14
D T
STORM
STORM
STORM
T
STORM
NG
TI EXIS
T
STORM
POLE
POLE
D
STORM
DT
7'-0" MIN.
D
STORM
STORM
95.66
95.46
95.27
8" PVC
93.60 DTI 95.70
DT
95.50
95.73
T
" -6 6' IN. M
95.95 95.58
EXISTING GRASS
D
TING EXIS ENT M PAVE
TRENCH DRAIN CATCH BASIN. SEE DETAIL 7/C8. RIM 94.95 INVERT 92.95
OR M
EXISTING GRASS
LEGGEE ELMENTARY SCHOOL NEW CONDITIONS - GRADING AND PLUMBING PLAN
REGRADING, 4" TOPSOIL, SEED, AND EROSION MAT AREA (TYPICAL) 87.95
0' 2' 6' 10'
20'
No.:
STORM
STORM
T
95.90
DATE:
STORM
STORM
AL ASPH
STORM STORM
8" PVC STORM SEWER. PROVIDE PROPER FITTINGS TO CONNECT TO TRENCH DRAIN CATCH BASIN.
STORM
WATER
BENCHMARK: NORTHEAST TAG BOLT OF UPPER FLANGE ELEVATION 100.00 (ASSUMED)
95.90
STORM
STORM
WATER
WATER
Issues and revisions:
96.12
96.30
EXISTING GRASS
WATER
BB POLE
95.74
STORM MANHOLE RIM 96.30 NEW INVERT 88.50 INVERT 87.40
REGRADING, 4" TOPSOIL, AND SOD AREA (20' X 25')
WATER
HYDRANT
BB POLE
95.48
EXISTING GRASS
98.50 WATER
STORM
T AL
R
WATER
EXISTING ASPHALT PAVEMENT
EXISTING GRASS
OUTLINE AND GENERAL LOCATION OF EXISTING PLAYGROUND EQUIPMENT TO REMAIN (TYPICAL)
Signature:
G BB POLE
WATER
IS T
WATER
EX
WATER
IN
X X
WATER
PH AS
EXISTING GRASS
EXISTING ASPHALT PAVEMENT
M
EXISTING SWALE
M I L W A U K E E
ISSUE LEVEL / REVISION:
98.10
OR
EXISTING WATER LINE
|
T
X X
WATER
G N TI IS EX
STORM
EXISTING ASPHALT PAVEMENT
EXISTING GRASS
WATER
HYDRANT
ST
WATER
M I N N E A P O L I S
98.62 RIM
STORM
STORM
WATER MANHOLE
98.79
ST
WATER
STORM
STORM
M:\CAD drawings - by client then number\Consolidated SD 158\301314 - Leggee and Martin Playground turf\5.0-Inspec Drawings\0-Current Working Drawings\Legge and Martin Turf - Plan Template.dwg
NEW STORM SEWER
STORM MANHOLE
DT
STORM
2/14/2013 2:17 PM DAN ROEHRDANZ
STORM
99.10
EXISTING GRASS
95.70
1"=20'-0"
EXISTING STORM SEWER
STORM
98.08
95.70
STORM MANHOLE INVERT -6.6'
STORM
GRADING LIMITS WITH NEW 4" TOPSOIL, SEED, AND EROSION MAT
TA RY
96.21
STORM
STORM
c 2013
EXISTING BUILDING
96.95
STORM
NEW CONSTRUCTION
EN
EXISTING ASPHALT PAVEMENT
STORM
X
STORM
EXISTING WOOD CHIP PLAYGROUND
EXISTING CONSTRUCTION
EM
97.98
98.87
LE G
G
EE
SC HO EL EM EN TA RY
STORM
G EE
LE
98.83
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.
40'
NORTH
6" PVC STORM SEWER. PROVIDE PROPER FITTINGS TO CONNECT TO 6" DRAINTILE LINE INVERT 92.20
ALTERNATE ONE: ADDITIONAL PLAYGROUND SYNTHETIC TURF INSTALLATION AND ALL ASSOCIATED WORK
AND PLUMBING PLAN FOR LEGGEE ELEMENTARY SCHOOL
DATE: CLIENT PROJECT No.: INSPEC PROJECT No.: PROJECT MGR: DRAWN BY: CHECKED BY:
02/22/2013 BID NO. 2013-19 301314 DCR KL & DCR
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 2013
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
M
ST
CATCH BASIN 1 RIM 98.61 INVERT 96.31 SA N
N
SA
N
M OR
N
N SA
N
M
WATER
WATER
SA
WATER
WATER
N
CF
M OR
N
SA
SA
AT W
N SA CF
ER AT
N SA
CF
RM
SA
N
BID ITEM TWO: SAWCUT AND REMOVE ASPHALT PAVEMENT, BASE AGGREGATE, AND SUBSOILS TO NEW SUBGRADE ELEVATIONS.
W
AT ER
N
REMOVE WOOD CHIPS, FABRIC, STONE, SUBSOILS, DRAIN TILE LINES, AND PLASTIC EDGING TO NEW SUBGRADE ELEVATIONS.
N
SA
OR M
AL ST DP OR E M
RM
CF
CF
M
DT
CF
STORM
STORM
CATCH BASIN 2 RIM 95.07 INVERT 91.97
STORM
EXISTING ASPHALT PAVEMENT
EXISTING GRASS
SF
STORM
SA
N
CF SF CF
SF
EXISTING GRASS
CF
STORM
SF SF CF
SF CF
EXISTING GRASS
SF CF
SF CF
SF
CF
SF
CF
EXISTING GRASS
CF
CATCH BASIN 3 RIM 94.13 INVERT 87.83 NEW INVERT 89.00
SF STORM
CF
SF CF
SF CF
SF CF
SF CF
SF CF STORM STORM
1"=20'-0"
0' 2' 6' 10'
20'
40'
NORTH
STORM
MARTIN ELMENTARY SCHOOL REMOVAL PLAN
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. NOT USED THIS PLAN SHEET REMOVE EXISTING STORM SEWER/DRAIN TILE LINE AND BACKFILL WITH COMPACTED SUBSOILS, 4" TOPSOIL, SEED, AND EROSION MAT
Project title:
2013 PLAYGROUND SYNTHETIC TURF INSTALLATION AT LEGGEE ELEMENTARY SCHOOL AND MARTIN ELEMENTARY SCHOOL Sheet content:
REMOVAL PLAN FOR MARTIN ELEMENTARY SCHOOL
SF CF
EXISTING GRASS
APPROXIMATE HAUL ROUTE. . RESTORE WITH TOPSOIL, SEED, AND EROSION MAT AT PROJECT COMPLETION.
CF
CF
STORM
CF
STORM
SF
STORM
BENCH
SF
DT
CF
DT
CONSOLIDATED SCHOOL DISTRICT 158
PLACE GEOFABRIC UNDER MANHOLE/CATCH BASIN GRATE.
SF
DT
CF
DT
CF
SF
DT
SF
8" HDPE DUAL WALL
Client:
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 10/C8. AT PROJECT COMPLETION RESTORE WITH 4" TOPSOIL, SEED, AND EROSION MAT.
ST O
N
OR
ST
DT
BE
E PA XIS VE TIN M G EN A T SP
H
10
AL
M
T
OR
N
SF
CF
"H
ST
DT
H
C
EXISTING GRASS
DU
M
EXISTING GRASS
DT
7'-6" FH
N
CF
12" HDPE DUAL WALL
CFSAN
ST
ST L OR M
WA L
OR
DT
SA
ER AT
CF
N
W
EXISTING ASPHALT PAVEMENT
AT ER
N
ER
SA
AT
W SA
ST
DT
REMOVE SOD, TOPSOIL, WOOD CHIPS, AND SUBSOILS TO NEW SUBGRADE ELEVATIONS (TYPICAL SHADED AREA).
N
M
DT
DT
SA
SA
OR
DT
SA N
CF
ST
AT ER
ER
N
CF
8'-2" FH
CF
AT
SA
CF
M
DT DT
CF
W
OR
ST
SA
CF
N
12" HDPE DUAL WALL
ER AT W
W AT ER
SA
TABLE
DT
SA N
EXISTING GRASS
N
M
ER
M
W
O ST
ER
L
AT
AL
W
SA
P AS G IN ENT T IS M EX AVE P
7'-6" FH
CF
SA N
CF
T
L HA
W
W
ER
AT
N
DT
TABLE
No.:
REMOVAL NOTES:
W
AL DU E M DP TOR "H S
BB POLE
BB POLE
DT
EXISTING GRASS
7' FH
DT
W
ER
10 SA
CF
SF
EXISTING GRASS
N
DT
OUTLINE AND GENERAL LOCATION OF EXISTING PLAYGROUND EQUIPMENT TO REMAIN (TYPICAL)
DATE:
SA
CF
M OR
ST
BB POLE
DT
EXISTING GRASS
ISSUE LEVEL / REVISION:
AT
N
DT
AS G N I T IST EN E X VEM PA
Issues and revisions:
SA
2' FH
L
W
N
N
ER
5'-6" FH
CF
RM
CF
EXISTING GRASS
SA
AT
EXISTING ASPHALT PAVEMENT
EXISTING APPROXIMATE FALL HEIGHT
O
W
CF
O ST
AR
ER
CF
ST
DOOR 15
SA
N
SF
N
AT W
N
CONSTRUCTION FENCING
SC
HO
CF
SA
CF
Signature:
RM
SA
M
N
BB POLE
CF
SA N
SA
CF
CF
CF
ER
N
AT
CF
CF
CF
CF
ER AT
SA
WATER
W
OR
ER
WATER
ST
W AT
WATER
CF
DT
SF CF
SAWCUT AND REMOVE 12" OF ASPHALT PAVEMENT ALONG EDGE OF PATH
CF CF
REMOVE BENCH, TABLE, AND/OR BASKETBALL POLE AND STORE FOR REINSTALLATION
DATE: CLIENT PROJECT No.: INSPEC PROJECT No.: PROJECT MGR: DRAWN BY: CHECKED BY:
02/22/2013 BID NO. 2013-19 301314 DCR KL & DCR
Sheet No.:
C5 of 8 STORM
M:\CAD drawings - by client then number\Consolidated SD 158\301314 - Leggee and Martin Playground turf\5.0-Inspec Drawings\0-Current Working Drawings\Legge and Martin Turf - Plan Template.dwg
SA
OR
ER AT
WATER
DT
W
TA RY
SA
ST
WATER
BENCHMARK: NORTHEAST TAG BOLT OF UPPER FLANGE ELEVATION 100.00 (ASSUMED)
EXISTING GRASS
2/14/2013 2:17 PM DAN ROEHRDANZ
EXISTING GRASS
SA
SILT FENCING
CF
EM EN
ST O
EL EM EN TA RY
N
ST
WATER
ER AT W
LT
EL
SA
M OR
EXISTING GRASS
HYDRANT
A PH
TI N
DOOR 9
LT HA
TI N
DOOR 13
P AS NG NT TI IS ME EX VE PA
W
DOOR 11
SF
5'-6"FH
ST OR
SC HO O
L
AR
SF
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 2013
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
M DOOR 11 DOOR 13
CATCH BASIN 1 RIM 98.61 INVERT 96.31
EXISTING GRASS
EM EN
TA RY
LIMIT OF SYNTHETIC TURF SYSTEM IS 12" WEST OF EXISTING PAVEMENT EDGE. VERIFY A MINIMUM OF 6'-6" DISTANCE FROM NEAREST POINT OF PLAY EQUIPMENT TO EDGE OF SYNTHETIC TURF
BENCHMARK: NORTHEAST TAG BOLT OF UPPER FLANGE ELEVATION 100.00 (ASSUMED)
TI N
3 C8 CRACK SEAL, SEAL COAT, AND RESTRIPE SQUARE ASPHALT PLAYGROUND AREA. ADJUST BASKETBALL STRIPING AT RELOCATED BASKETBALL POLES.
AR
HYDRANT 8 C8
3 C8
2 C8
M
8 C8
6 C8
LT
D
3 C8
D
Issues and revisions: ISSUE LEVEL / REVISION:
BB POLE A PH
LT
6 C8
AS G IN ENT T IS M EX AVE P
6 C8
2 C8
8 C8
2 C8
RELOCATED TABLE
EXISTING GRASS
EXISTING GRASS
SITE PLAN NOTES:
STRIPE THREE "4-SQUARE" GAMES ON NEW PAVEMENT. PROVIDE 9'-0" BETWEEN GAMES. VERIFY EXACT LOCATION WITH OWNER.
2 C8
8 C8
8 C8
3 C8
LIMIT OF SYNTHETIC TURF SYSTEM IS 20" INSIDE EXISTING PAVEMENT EDGE (TYPICAL UNLESS NOTED OTHERWISE).
3 C8
2 C8
CATCH BASIN 2 RIM 95.07 INVERT 91.97
REINSTALLED BENCH
EXISTING ASPHALT PAVEMENT
EXISTING GRASS
H
8 C8
2 C8
2 C8
E PA XIS VE TIN M G EN A T SP
EXISTING GRASS
AL
T
3 C8
CONSOLIDATED SCHOOL DISTRICT 158
6 C8
6 C8 2 C8
8 C8
EXISTING GRASS
REINSTALLED BENCH
PAVE TRANSITION FROM PERIMETER CURB TO EXISTING ASPHALT PAVEMENT PER DETAIL 3/C8 (TYPICAL UNLESS NOTED OTHERWISE). EXISTING GRASS
CATCH BASIN 3 RIM 94.13 INVERT 87.83 NEW INVERT 89.00
NEW CATCH BASIN SEE DETAIL 5/C8. MODIFY LOCATION TO ACCOMMODATE 8" PVC STORM SEWER RUNNING BETWEEN PLAYGROUND EQUIPMENT SUPPORTS.
1"=20'-0"
1. SYNTHETIC TURF SYSTEM SHALL EXTEND A MINIMUM OF 6'-6" FROM ALL PLAY EQUIPMENT. VERIFY 6'-6" MINIMUM DIMENSION BEFORE PLACING CONCRETE PERIMETER CURB AND CONCRETE TRENCH DRAIN CURB. 2. REMOVE AND REINSTALL TWO BASKETBALL POLES WHERE SHOWN. SEE DETAIL 11/C8 FOR REINSTALLATION DETAIL. 3. REMOVE AND REINSTALL TWO TABLES. REINSTALL TABLES IN CONCRETE FOOTING(S) TO MATCH EXISTING. HEIGHT OF TABLES TO MATCH EXISTING. VERIFY NEW LOCATION OF BENCHES WITH OWNER PRIOR TO REINSTALLATION.
REGRADING, 4" TOPSOIL, SEED, AND EROSION MAT AREA (TYPICAL)
MARTIN ELMENTARY SCHOOL NEW CONDITIONS - SITE PLAN
No.:
Client:
RELOCATED BASKETBALL POLE
2 C8
DATE:
EXISTING GRASS
LIMIT OF SYNTHETIC TURF SYSTEM IS AT EXISTING PAVEMENT EDGE.
45'-0"
2 C8
O
L
EXISTING GRASS
EXISTING ASPHALT PAVEMENT
TRENCH DRAIN IN-LINE CATCH BASIN AT END OF NORTH-SOUTH RUN OF TRENCH DRAIN. SEE DETAIL 7/C8.
2 C8
A D A
C
EXISTING GRASS
3 C8
B
EXISTING ASPHALT PAVEMENT
B
OUTLINE AND GENERAL LOCATION OF EXISTING PLAYGROUND EQUIPMENT TO REMAIN (TYPICAL)
DOOR 15
TRENCH DRAIN HALF METER CHANNEL WITH SIDE KNOCK-OUT REMOVED TO CONNECT TO NARROW END OF IN-LINE CATCH BASIN. INSTALL CLOSING CAP ON OPEN END OF CHANNEL.
6 C8
8 C8
SC
LIMIT OF SYNTHETIC TURF SYSTEM IS AT EXISTING PAVEMENT EDGE.
RELOCATED BASKETBALL POLE
2 C8 2 C8
A
RELOCATED TABLE
C
HA
B
P AS G N I T IST EN E X VEM PA
2 C8
3 C8
Signature:
HO
BB POLE
C
M:\CAD drawings - by client then number\Consolidated SD 158\301314 - Leggee and Martin Playground turf\5.0-Inspec Drawings\0-Current Working Drawings\Legge and Martin Turf - Plan Template.dwg
EL
LT HA
EXISTING GRASS
EXISTING GRASS
2/14/2013 2:18 PM DAN ROEHRDANZ
TI N
DOOR 9
P AS NG NT TI IS ME EX VE PA
EL EM EN TA RY
SC HO O
L
AR
4. REMOVE AND REINSTALL TWO BENCHES. REINSTALL BENCHES IN CONCRETE FOOTINGS TO MATCH EXISTING. VERIFY NEW LOCATION OF BENCHES WITH OWNER PRIOR TO REINSTALLATION.
Project title:
2013 PLAYGROUND SYNTHETIC TURF INSTALLATION AT LEGGEE ELEMENTARY SCHOOL AND MARTIN ELEMENTARY SCHOOL Sheet content:
NEW CONDITIONS - SITE PLAN FOR MARTIN ELEMENTARY SCHOOL
DATE: CLIENT PROJECT No.: INSPEC PROJECT No.: PROJECT MGR: DRAWN BY: CHECKED BY: 0' 2' 6' 10'
20'
02/22/2013 BID NO. 2013-19 301314 DCR KL & DCR
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 2013
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
M
SA N
ST
SA
N
M OR
N
98.95 SA
N
OR
SA
N
ST M
WATER
WATER
SA
N SA
AT
N
W
SA
96.91
SA
BB POLE
97.17
T
L HA
W
EXISTING GRASS
N
W AT ER
SA
N
W
AT ER
SA
N
OR M
94.53
RM
EXISTING GRASS
94.72
REINSTALLED BENCH 12"
REGRADING, 4" TOPSOIL, SEED, AND EROSION MAT AREA (TYPICAL)
PVC STO
RM
93.65
93.10
STORM
STO RM
ST O
SA N N
ST
10
REINSTALLED BENCH
STO RM
STORM
STO
RM STO
RM
EXISTING GRASS
12"
RM
12" PVC STORM SEWER
STORM
CONNECT DRAIN TILE LINES TO CATCH BASIN WITH PVC STUBS 5'-0" LONG. PROVIDE PROPER FITTINGS TO CONNECT TO 6" DRAINTILE LINE TO PVC. INSTALL BACKFLOW VALVE INSIDE CATCH BASIN ON PVC DRAINTILE STUBS.
STORM
92.56
STORM
0' 2' 6' 10'
20'
STORM
MARTIN ELMENTARY SCHOOL NEW CONDITIONS - GRADING AND PLUMBING PLAN
MARTIN ELEMENTARY SCHOOL Sheet content:
CATCH BASIN 3 RIM 94.13 INVERT 87.83 NEW INVERT 89.00
94.20
92.97
LEGGEE ELEMENTARY SCHOOL AND
NEW CONDITIONS - GRADING
PVC STO
Project title:
2013 PLAYGROUND SYNTHETIC TURF INSTALLATION AT 12" HDPE DUAL WALL
94.62
EXISTING ASPHALT 94.65 PAVEMENT
95.07 CATCH BASIN 2 RIM RIM 95.07 INVERT 91.97
12" HDPE DUAL WALL
AT ER W
AT ER
SA
ST L OR M
WA L AL DU ST DP OR E M
"H
T AL E PA XIS VE TIN M G EN A T SP
8" PVC
DT
W
8" PVC STORM
H DT
EXISTING ASPHALT PAVEMENT
STORM
DT
STORM
95.35
DT
SA N
DT
SA N
DT
N
DT
SA
DT
SA N
DT
N
ER AT
SA
W
N
ER
95.77 94.56
STORM
SA
AT
W
M
95.75 94.58
M
1"=20'-0"
EXISTING GRASS
95.52 OR
92.50 DTI
STO R
NEW CATCH BASIN SEE DETAIL 5/C8. MODIFY LOCATION TO ACCOMMODATE 8" PVC STORM SEWER RUNNING BETWEEN PLAYGROUND EQUIPMENT SUPPORTS. RIM 94.50 INVERT DRAINTILE 91.80 INVERT 8" PVC 91.60 INVERT 12" PVC 91.40 SUMP 89.00
ER
95.87 94.70
92.00 DTI
8" PVC STORM SEWER. ADJUST ALIGNMENT AS NECESSARY TO INSTALL PIPE BETWEEN SUPPORTS OF PLAYGROUND EQUIPMENT.
95.40
ST
94.71
DT
94.49
DT
94.70
95.21
M
94.68 93.93
OR
92.00 DTI
DT
EXISTING GRASS
95.29
N
DT
DT
ST
95.04 95.04
DT
DT
95.05
95.35
D T
DT
94.75 DT
EXISTING GRASS
SA
T
94.80
CONSOLIDATED SCHOOL DISTRICT 158
N
RELOCATED TABLE
95.61 95.19
96.20 94.70
N
SA
M
92.50 DTI
96.18 94.77
DRAINTILE SYSTEM (TYPICAL THIS LINE TYPE). SEE DETAIL 4/C8.
95.74 94.94
Client:
D
95.10 95.20
95.36
DT
EXISTING GRASS
95.25
96.98
OR
95.25
92.70 DTI
SA
94.00 DTI
DT
95.05
97.10 95.60
96.72 95.32
DT
95.05
96.30
ST
93.50 DTI
93.00 DTI
AT
93.00 DTI
W
DT
96.22
96.14
M
DT
96.14 OR
95.70
DT
RELOCATED BASKETBALL POLE
DT
W
ER AT
95.85
95.64
DT
95.65 EXISTING GRASS
95.65
95.38 95.65
N
96.45
ST
95.55 95.60
SA
M
95.45
DT
96.95
OUTLINE AND GENERAL LOCATION OF EXISTING PLAYGROUND EQUIPMENT TO REMAIN (TYPICAL)
OR
98.07
ST
98.45
DT
SA
N
RM
SA
O ST
N
L
96.15
SA
P AS G IN ENT T IS M EX AVE P
AL
RELOCATED TABLE
N
M
SA N
N SA N
SA
ER AT W ER
94.50 DTI
ER
97.10
96.88
AT
DT
N
AL DU E M DP TOR "H S
DT
94.00 DTI
No.:
SA
10
DT
RELOCATED BASKETBALL POLE
DATE:
W
98.40 96.60
97.10
TRENCH DRAIN IN-LINE CATCH BASIN. SEE DETAIL 7/C8. RIM 95.65 INVERT 93.65 M OR
ER
97.02
ISSUE LEVEL / REVISION:
ER
N
97.88 96.88
Issues and revisions:
AT
SA
97.33
L
99.27
W
98.40 96.90 ST
AT
N
ER
RM
W
EXISTING GRASS
SA
AT
EXISTING ASPHALT PAVEMENT
97.76
O
W
97.76
98.35 97.18
97.33
DOOR 15
SA
N
97.74
O ST
ER
ER
M OR
97.70
SC
AT W
98.14
DT
AT
ER
N
AT
98.27
N
97.89
97.81
SA
Signature:
HO
N
DT
W
98.91
W
97.63
97.09
LT
WATER
N
BB POLE ST
M
WATER
SA
97.89
97.70
97.09
WATER
M
97.81
97.60
97.47
SA
OR
ER
WATER
ST
W AT
WATER
97.80
97.70
97.30
AS G N I T IST EN E X VEM PA
EM EN
TA RY
SA
NEW DRAIN TILE INVERT ELEVATION
RM
EL EM EN TA RY
EXISTING GRASS
N
97.34
98.82
EL
N
SA
WATER
ER AT
ER AT W
A PH
93.80 DTI
SA
M OR
WATER
BENCHMARK: NORTHEAST TAG BOLT OF UPPER FLANGE ELEVATION 100.00 (ASSUMED)
HYDRANT
AR
99.35
LT HA
STORM
M:\CAD drawings - by client then number\Consolidated SD 158\301314 - Leggee and Martin Playground turf\5.0-Inspec Drawings\0-Current Working Drawings\Legge and Martin Turf - Plan Template.dwg
98.85
ST
CATCH BASIN 1 RIM 98.61 INVERT 96.31
WATER
EXISTING GRASS
2/14/2013 2:19 PM DAN ROEHRDANZ
98.61
99.16
TI N
ST O
DOOR 9
P AS NG NT TI IS ME EX VE PA
TI N
DOOR 13
EXISTING GRASS
99.00
W
DOOR 11
NEW SPOT ELEVATION - TOP OF NEW CONCRETE, TOP OF NEW PAVEMENT, AND/OR TOP OF NEW INFILL
ST OR
SC HO O
L
AR
98.20
EXISTING SPOT ELEVATION
AND PLUMBING PLAN FOR MARTIN ELEMENTARY SCHOOL
DATE: CLIENT PROJECT No.: INSPEC PROJECT No.: PROJECT MGR: DRAWN BY: CHECKED BY: 40'
NORTH
02/22/2013 BID NO. 2013-19 301314 DCR KL & DCR
Sheet No.:
C7 of 8
SYNTHETIC TURF WITH 1-3/4" APPROX. TURF FIBERS
SYNTHETIC TURF WITH 1-3/4" APPROX. TURF FIBERS
2-1/8" APPROX. RUBBER SHOCK ATTENUATION PAD
2-1/8" APPROX. RUBBER SHOCK ATTENUATION PAD
P210 BASE AGGREGATE OVER SOIL SEPARATION FABRIC c 2013 13" BASE AGGREGATE (I-DOT, CA-6 GRADATION)
10" P210 BASE AGGREGATE SOIL SEPARATION FABRIC
1 C8
SOIL SEPARATION FABRIC
SOIL SEPARATION FABRIC
EXISTING SUBGRADE SOILS
EXISTING SUBGRADE SOILS
PLAYGROUND SYNTHETIC TURF CONSTRUCTION DETAIL
2 C8
NO SCALE
EXISTING SUBGRADE SOIL
SOIL SEPARATION FABRIC LAPPED 24" MINIMUM ONTO SUBGRADE (BOTH SIDES)
VARIES - SEE NEW CONDITIONS GRADING AND PLUMBING PLAN (12" MINIMUM)
13" P210 BASE AGGREGATE
NOTE: SEE NEW CONDITIONS GRADING AND PLUMBING PLANS FOR DRAIN TILE INVERTS.
2" ASPHALT PAVEMENT (I-DOT, 9.5MM, N-50 SUPERPAVE MIXTURE)
3 C8
NO SCALE
4 C8
NO SCALE
DRAIN TILE SYSTEM DETAIL NO SCALE
CONCRETE FOR TRENCH DRAIN SUPPORT AND PERIMETER CURB FOR PLAYGROUND. TOOL CONTROL JOINTS EVERY 6'-0" O.C.
LIMIT OF SYNTHETIC TURF SYSTEM. SEE NEW CONDITIONS - SITE PLAN NOTES FOR LOCATION OF THIS LIMIT OF SYNTHETIC TURF SYSTEM.
LIMIT OF SYNTHETIC TURF SYSTEM. SEE NEW CONDITIONS - SITE PLAN NOTES FOR LOCATION OF THIS LIMIT OF SYNTHETIC TURF SYSTEM.
RUBBER SHOCK ATTENUATION PAD
6"
8"
NEW CONCRETE RISER RINGS (2 MINIMUM). MORTAR RINGS IN PLACE.
TRENCH DRAIN WITH LOCKING GRATE. GRATE SHALL BE SLIGHTLY DEPRESSED FROM ASPHALT SURFACE (APPROX 1/4") AND SLIGHTLY DEPRESSED FROM INFILL SURFACE (APPROX. 1") TO AID IN DIRECTING WATER INTO TRENCH DRAIN.
PLAYGROUND SYNTHETIC TURF FIBERS AND INFILL. INFILL SHALL MATCH TOP OF CONCRETE CURB ELEVATION FLUSH SUCH THAT ONLY THE FIBERS OF THE TURF EXTEND ABOVE TOP OF CONCRETE CURB.
TREX PERIMETER NAIL BOARD (2 X 4 NOMINAL). ANCHOR BOARD TO CONCRETE CURB WITH FASTENERS AND SPACING AS RECOMMENDED BY SYNTHETIC TURF MANUFACTURER. PROVIDE 1/2" GAP BETWEEN BOARDS TO ALLOW FOR EXPANSION. TOP OF NAILER BOARD SHALL BE THE THICKNESS OF THE SYNTHETIC TURF INFILL BELOW TOP OF CURB.
EXISTING ASPHALT PAVEMENT OVER BASE AGGREGAETE OVER SUBGRADE SOIL. SAWCUT AND PATCH/REPAIR EXISTING ASPHALT PAVEMENT AND BASE AGGREGATE AS NECESSARY.
#4 EPOXY COATED "U" REINFORCEMENT BARS AT 18" O.C.
6"
NEW OR EXISTING STORM SEWER PIPE
PLAYGROUND SYNTHETIC TURF FIBERS AND INFILL. INFILL SHALL MATCH TOP OF CONCRETE CURB ELEVATION FLUSH SUCH THAT ONLY THE FIBERS OF THE TURF EXTEND ABOVE TOP OF CONCRETE CURB.
Issues and revisions: ISSUE LEVEL / REVISION:
DATE:
No.:
SEE DETAIL 6/C8 FOR REINFORCEMENT INFORMATION
PROVIDE SIX CONTINUOUS #4 EPOXY COATED REINFORCEMENT BARS AS SHOWN. AT EACH CORNER, PROVIDE MATCHING 42" LONG X 42" LONG #4 EPOXY COATED REINFORCEMENT "L'S".
STEPS 16" ON CENTER
Signature:
RUBBER SHOCK ATTENUATION PAD
SEE DETAIL 1/C8 OR 2/C8
EXISTING ASPHALT PAVEMENT OVER BASE AGGREGAETE OVER SUBGRADE SOIL. SAWCUT AND PATCH/REPAIR EXISTING ASPHALT PAVEMENT AND BASE AGGREGATE AS NECESSARY.
PRECAST, REINFORCED CONCRETE CATCH BASIN
C H I C A G O
SOIL SEPARATION FABRIC
CONCRETE FOR TRENCH DRAIN SUPPORT AND PERIMETER CURB FOR PLAYGROUND. TOOL CONTROL JOINTS EVERY 6'-0" O.C.
TREX PERIMETER NAIL BOARD (2 X 4 NOMINAL). ANCHOR BOARD TO CONCRETE CURB WITH FASTENERS AND SPACING AS RECOMMENDED BY SYNTHETIC TURF MANUFACTURER. PROVIDE 1/2" GAP BETWEEN BOARDS TO ALLOW FOR EXPANSION. TOP OF NAILER BOARD SHALL BE THE THICKNESS OF THE SYNTHETIC TURF INFILL BELOW TOP OF CURB.
8"
|
12" MIN.
PLAYGROUND/WALKING PATH PAVEMENT CONSTRUCTION DETAIL
SEE DETAIL 1/C8 OR 2/C8
AT EACH DRAIN TILE CONNECTION TO CATCH BASIN, PROVIDE NEW DRAIN TILE CONNECTION ADAPTOR, SOLID PVC PIPE, AND BACKWATER/CHECK VALVE.
M I L W A U K E E
Consultants:
EXISTING SUBGRADE SOIL
TRENCH DRAIN WITH LOCKING GRATE. GRATE SHALL BE SLIGHTLY DEPRESSED FROM ASPHALT SURFACE (APPROX 1/4") AND SLIGHTLY DEPRESSED FROM INFILL SURFACE (APPROX. 1") TO AID IN DIRECTING WATER INTO TRENCH DRAIN.
NEENAH R-2502 FRAME WITH TYPE-D BICYCLE SAFE GRATE FOR CATCH BASINS
|
6" DIA. DRAINTILE LINE WITH FILTER FABRIC SOCK
PLAYGROUND SYNTHETIC TURF CONSTRUCTION DETAIL
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
M I N N E A P O L I S
DRAINAGE AGGREGATE (CLEAR STONE - NO FINES)
8"
6"
8" TRENCH DRAIN IN-LINE CATCH BASIN 8" DIAMETER STORM SEWER PIPE TO MANHOLE
5'-0" LONG PVC PIPE PORTLAND CEMENT CONCRETE SUMP ELEVATION 8" REINFORCED, MONOLITHIC BASE
6" BASE AGGREGATE (I-DOT, CA-6 GRADATION)
PROVIDE TWO ADDITIONAL #4 EPOXY COATED REINFORCEMENT BARS AT CATCH BASIN. BEND AND LAP 42" WITH ADJACENT HORIZONTAL BARS AT EACH END.
6"
STUB PVC PIPE 5" MINIMUM INTO CATCH BASIN 48" MINIMUM
PORTLAND CEMENT CONCRETE
EXISTING SUBGRADE SOILS
DIAMETER
6" BASE AGGREGATE (I-DOT, CA-6 GRADATION)
CATCH BASIN DETAIL
6 C8
NO SCALE
TRENCH DRAIN DETAIL NO SCALE 7 C8
TREX PERIMETER NAIL BOARD (2 X 4 NOMINAL). ANCHOR BOARD TO CONCRETE CURB WITH FASTENERS AND SPACING AS RECOMMENDED BY SYNTHETIC TURF MANUFACTURER. PROVIDE 1/2" GAP BETWEEN BOARDS TO ALLOW FOR EXPANSION. TOP OF NAILER BOARD SHALL BE THE THICKNESS OF THE SYNTHETIC TURF INFILL BELOW TOP OF CURB.
TAPER CURB HEAD DOWN TO MATCH EXISTING GRASS AND BOTTOM OF FLUME AT ALL DISTURBED AREAS, INSTALL 4" THICK TOPSOIL AND SOD 48"
RUBBER SHOCK ATTENUATION PAD 9"
PLAYGROUND SYNTHETIC TURF FIBERS AND INFILL. INFILL SHALL MATCH TOP OF CONCRETE CURB ELEVATION FLUSH SUCH THAT ONLY THE FIBERS OF THE TURF EXTEND ABOVE TOP OF CONCRETE CURB.
18"
8"
2/14/2013 2:21 PM DAN ROEHRDANZ
PVC CAP (RODENT SCREEN) FOR PIPE. DRILL HOLES IN CAP SUFFICIENT TO ALLOW PIPE TO DRAIN AND KEEP RODENTS OUT.
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.
9 C8
Project title:
RIM
2013 PLAYGROUND SYNTHETIC TURF INSTALLATION AT
REINSTALL EXISTING BASKETBALL POLE, BACKBOARD, AND RIM AS SHOWN. REMOVE EXISTING CONCRETE FROM POLE PRIOR TO INSTALLING IN NEW CONCRETE FOOTING.
LEGGEE ELEMENTARY SCHOOL AND MARTIN ELEMENTARY SCHOOL Sheet content:
DETAILS EXISTING ASPHALT PAVEMENT OVER BASE AGGREGATE
SOIL SEPARATION FABRIC
PLAN VIEW
NO SCALE
EXISTING PAVEMENT
PVC PIPE OR DRAIN TILE PIPE (APPROX 6" DIA.)
BOTTOM OF FLUME TO MATCH EXISTING GRASS FLUSH
EXISTING SUBGRADE SOILS
8 C8
CONSTRUCTION SITE
9" WIDE CONCRETE ENDWALL (HEIGHT VARIES). ENDWALL SHALL BE MINIMUM 6" HIGH OVER TOP OF PIPE.
SOIL SEPARATION FABRIC
CONCRETE PERIMETER CURB AND NAIL BOARD DETAIL
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.
9"
BASE AGGREGATE (I-DOT, CA-6 GRADATION). SEE DETAIL 3/C8.
NO SCALE
LIMIT OF SYNTHETIC TURF SYSTEM. SEE NEW CONDITIONS - SITE PLAN NOTES FOR LOCATION OF THIS LIMIT OF SYNTHETIC TURF SYSTEM.
SEE DETAIL 1/C8 OR 2/C8
NEW ASPHALT PAVEMENT TO MATCH TOP OF NEW CONCRETE CURB (SEE DETAIL 3/C8) OR 4" NEW TOPSOIL, SEED, AND EROSION MAT TO MATCH NEW TOP OF CONCRETE CURB. SEE SITE PLANS.
TRENCH DRAIN WITH IN-LINE CATCH BASIN DETAIL
CONCRETE FLUME (7" THICK) OVER 6" BASE AGGREGATE (LENGTH VARIES, SEE SITE PLAN). FLUME SHALL HAVE 9" WIDE X 6" HIGH INTEGRAL CURBS
CONCRETE FLUME WITH INTEGRAL CURB FOR PVC STORM/DRAINTILE OULTET PIPE NO SCALE
5'-0" MIN. MATCH EXIST. DEPTH IF DEEPERTHAN 5'-0"
8" WIDE BY 6" 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".
CONSOLIDATED SCHOOL DISTRICT 158
EXISTING SUBGRADE SOILS
MATCH EXISTING HEIGHT (10'-0" - MAXIMUM)
5 C8
Client:
10 C8
STONE TRACKING PAD DETAIL NO SCALE
11 C8
EXISTING SUBGRADE SOIL
NEW 24" DIAMETER (MINIMUM) POURED CONCRETE FOOTING. MATCH EXISTING DIAMETER OF LARGER THAN 24".
BASKETBALL POLE REINSTALLATION DETAIL NO SCALE
DATE: CLIENT PROJECT No.: INSPEC PROJECT No.: PROJECT MGR: DRAWN BY: CHECKED BY:
02/22/2013 BID NO. 2013-19 301314 DCR KL & DCR
Sheet No.:
C8 of 8