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