Playground Plans.pdf

GALESBURG - AUGUSTA MIDDLE SCHOOL

PLAYGROUND DEVELOPMENT

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750 West Van Buren Street Augusta, MI 49012

GALESBURG-AUGUSTA MIDDLE SCHOOL

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ISSUED FOR DATE

TS 101 TOPOGRAPHIC SURVEYL

C 101 PLAYGROUND DEVELOPMENT PLAN

B

M

BM #4

BM #5

SURVEYOR'S NOTES

1. UTILITIES SHOWN ARE APPROXIMATE LOCATIONS DERIVED FROM ACTUAL FIELD MEASUREMENTS AND

AVAILABLE RECORDS. THIS MAP IS NOT TO BE INTERPRETED AS SHOWING EXACT LOCATIONS OR

SHOWING ALL UTILITIES IN THE AREA.

2. NOTE TO CONTRACTORS: THREE WORKING DAYS BEFORE YOU DIG - CALL MISS DIG AT 811.

3. CONTOUR INTERVAL = 1 FOOT.

4. BURIED CABLE ON SOUTH SIDE OF VANBUREN ST. AND ALONG SCHOOL DRIVE ENTRANCE PER MAP

PROVIDED BY TDS TELECOM.

THE DESCRIPTION WAS GIVEN TO US BY THE PERSON CERTIFIED

TO, OR WAS PREPARED BY US FROM INFORMATION OR

DOCUMENTS GIVEN TO US BY THE PERSON CERTIFIED TO, AND

SHOULD BE COMPARED WITH THE ABSTRACT OF TITLE OR TITLE

INSURANCE POLICY FOR ACCURACY, EASEMENTS OR EXCEPTIONS.

Know what's

R

BENCHMARK DATA

NAVD '88 AS DERIVED FROM GPS OBSERVATIONS UTILIZING VRS CONUS 12B

BM #1 EL= 852.27' (NAVD '88 DATUM)

CUT 'X' IN WEST FLANGE BOLT OF HYDRANT, LOCATED ON THE WEST SIDE OF ENTRY DRIVE.

BM #2 EL= 872.00' (NAVD '88 DATUM)

SQUARE CUT IN SOUTHWEST CORNER OF LIGHT POLE BASE, SECOND LIGHT POLE SOUTH OF THE PARKING LOT

ALONG THE NORTHEAST SIDE OF ENTRY DRIVE.

BM #3 EL= 880..60' (NAVD '88 DATUM)

CUT 'X' IN WEST FLANGE BOLT OF HYDRANT, LOCATED SOUTH OF THE MAIN ENTRY TO BUILDING.

BM #4 EL= 881.47' (NAVD '88 DATUM)

SQUARE CUT IN NORTHWEST CORNER OF LIGHT POLE BASE, LOCATED IN NORTH PARKING LOT ISLAND.

BM #5 EL= 883.42' (NAVD '88 DATUM)

SQUARE CUT IN NORTHEAST CORNER OF LIGHT POLE BASE, LOCATED ON THE WEST SIDE OF THE NORTHWEST

ASPHALT PLAYGROUND.

SURVEY CONTROL

POINT NORTHING EASTING ELEVATION

NUMBER (ASSUMED) (ASSUMED) (NAVD '88)

1 10000.0000' 10000.0000' 851.14'

2 10361.7097' 9843.8302' 870.44'

3 10810.0784' 9785.4226' 880.62'

4 11048.1629' 9815.9964' 881.35'

5 11196.9644' 9487.7094' 881.21'

6 11215.0873' 9392.0770' 870.83'

BM #1

SITE LOCATION

MISS DIG INFORMATION

MISS DIG SURVEY TICKET #B61102111-00B

- VILLAGE OF AUGUSTA - 07/07/2016 (NO RESPONSE)

- CITY OF BATTLE CREEK - 07/07/2016 (NO RESPONSE)

- ATT - DESIGN MEMBER (FORMERLY SBC) - 07/07/2016 (NO RESPONSE)

- CONSUMERS ENERGY - DESIGN MEMBER - 07/08/2016 (MAPS PROVIDED)

- CHARTER COMMUNICATIONS - 07/07/2016 (NO RESPONSE)

- CLIMAX TELEPHONE - 07/07/2016 (NO RESPONSE)

- COMCAST - 07/01/2016 (CLEAR)

- EVERSTREAM - 07/07/2016 (NO RESPONSE)

- QWEST COMMUNICATIONS - 07/07/2016 (NO RESPONSE)

- TDS TELECOM - 06/28/2016 (MAP PROVIDED)

CB #1 - 2'Ø BLOCK

RIM = 850.32

INV (WNW) 12” RCP = 849.12

CB #2 - 2'Ø BLOCK

RIM = 852.13

INV (ESE) 12” RCP = 848.38

INV (W) 12” RCP = 847.43

CB #3

RIM = 859.86

INV (E) 12” RCP = 854.46

INV (W) 12” RCP = 854.46

CB #4 - 2'Ø BLOCK

RIM = 858.65

INV (W) 12” RCP = 854.85

MH #5 - 4'Ø BLOCK

RIM = 853.41

INV (E) 12” RCP = 849.99

INV (SW) 12” CMP = 849.79

CB #6 - 4'Ø BLOCK

RIM = 870.23

INV (E) 12” RCP = 865.33

INV (W) 12” RCP = 864.03

CB #7 - 2'Ø BLOCK

RIM = 869.24

INV (W) 12” RCP = 865.92

MH #8 - 4'Ø BLOCK

RIM = 862.79

INV (E) 12” RCP = 859.39

INV (W) 12” CMP = 858.39

SANITARY

STRUCTURE DATA

MH-A 4'Ø CONCRETE

RIM = 847.55

INV (NW) 8” PVC = 841.05

INV (E) 8” PVC = 840.83

MH-B 4'Ø CONCRETE

RIM = 837.77

INV (W) 8” PVC = 830.38

INV (E) 8” PVC = 830.34

INV (N) 8” PVC = 830.93

MH-C 4'Ø CONCRETE

RIM = 849.61

INV (NW) 8” PVC = 841.91

INV (SE) 8” PVC = 841.85

MH-D 4'Ø CONCRETE

RIM = 854.84

INV (NNW) 8” PVC = 848.09

INV (SE) 8” PVC = 846.49

MH-E 4'Ø CONCRETE

RIM = 854.84

INV (NW) 8” PVC = 859.59

INV (SSE) 8” PVC = 856.72

MH-F 4'Ø CONCRETE

RIM = 874.56

INV (NW) 8” PVC = 867.51

INV (SE) 8” PVC = 864.81

MH #9 - 4'Ø BLOCK

RIM = 865.19

INV (NE) 12” RCP = 858.34

INV (SW) 12” CMP = 858.19

CB #10 - 4'Ø BLOCK

RIM = 875.41

INV (NNE) 12” RCP = 869.31

INV (SW) 12” RCP = 868.46

CB #11 - 2'Ø BLOCK

RIM = 876.20

INV (SSW) 12” RCP = 872.17

INV (N) 12” RCP = 872.17

CB #12 - 2'Ø BLOCK

RIM = 877.93

INV (N) 12” RCP = 874.03

INV (S) 12” RCP = 873.93

CB #13 - 2'Ø BLOCK

RIM = 878.95

INV (S) 12” RCP = 875.35

LB #14 - 6'Ø BLOCK

RIM = 880.91

SUMP = 868.86

(NO PIPES VISIBLE)

LB #15 - 6'Ø BLOCK

RIM = 881.22

INV (SW) 10” RCP = 876.52

SUMP = 869.82

CB #16 - 6'Ø BLOCK

RIM = 879.99

INV (WNW) 10” RCP = 872.09

STORM

STRUCTURE DATA

PROJECT AREA

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ISSUED FOR DATE

F F :8 .8

F F :8 .9

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?877

876877

EX882.18

881.8 880.70

880.60

879.70

879.62

877.70

877.0

877.0

876.65

EX876.68

876.82

MAX. 2%

PROPOSED SCORING

EXISTING ASPHALT PAVEMENT

PROTECT FROM DAMAGE FROM

PLAYGROUND CONSTRUCTION

INSTALL IMPORTED TOPSOIL, APPROX. 3" DEPTH.

GRADE TO DRAIN AWAY FROM BUILDING.

SEED PER SPECS - ESTABLISH NEW LAWN.

CREATE 1:6 SLOPE, CONTINUOUS

FROM NEW CONCRETE WALK TO

MULCHED PLAY AREA. INSTALL

IMPORTED TOPSOIL PER SPEC AND

SEED NEW LAWN. PROTECT FROM

EROSION AS REQUIRED.

PROVIDE AND INSTALL TEMPORARY ORANGE SNOW

FENCE AROUND ALL NEWLY SEEDED AREAS. V.I.F.

REMOVE AFTER LAWN IS ESTABLISHED.

R 18'

.0'

.6

' 15.0'

R .7

R 26'

AP

PR

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R

9'

MAINTAIN 8' - 10' OF

LAWN AREA BETWEEN

FENCE AND MULCH

APPROX. EXISTING

LAWN EDGE

CLEAR VEGETATION AS REQUIRED

TO INSTALL NEW FENCE AT TOP OF

SLOPE. ESTABLISH NEW LAWN

BETWEEN NEW FENCE LOCATION

AND EXISTING LAWN. TYPICAL

ALL NEW FENCE LOCATIONS. V.I.F.

NEW 4 FT. HT. CHAIN LINK

FENCE. STAKE PROPOSED

LOCATION IN THE FIELD FOR

OWNER APPROVAL PRIOR

TO INSTALLING.

REMOVE / RELOCATE / RE-ASSEMBLE

EXISTING GAGA PIT TO NEW LOCATION.

VERIFY LOCATION IS OUTSIDE NEW PLAY

EQUIPMENT'S FALL ZONE.

ENGINEERED WOOD PLAYGROUND

MULCH AREA AT 12" COMPACTED

DEPTH.

NEW 5' WIDE CONCRETE WALK

MAX. 5% SLOPE, V.I.F.

R 9'

EXIS

TING

C O

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URS

PROPOSED 1 FT.

CONTOURS

EXISTING 1 FT.

CONTOURS

EXISTING

CONCRETE

ALL PLAY EQUIPMENT FALL

ZONE TO BE WITHIN

MULCHED AREA. V.I.F.

ENGINEER WOOD MULCH

AT 8" DEPTH WITHIN PIT

MIDDLE SCHOOL BUILDING

877.0

876.0

875.85

APPROX. EXISTING TREE / VEGETATION EDGE - V.I.F.

LOCATE FENCE

APPROX. 5' FROM

LAWN EDGE, V.I.F.

PATH TO LOWER AREA

APPROX. LOCATION, V.I.F.

.0

NEW 4 FT. HT. CHAIN LINK

FENCE. STAKE PROPOSED

LOCATION IN THE FIELD FOR

OWNER APPROVAL PRIOR

TO INSTALLING.

CREATE POSITIVE

SURFACE DRAINAGE

IN ALL AREAS, NO

PONDING IN ANY AREA.

.0

APPROX. SOCCER

GOAL LOCATION.

GOALS BY OWNER

APPROX. SOCCER

GOAL LOCATION

NOTE;

TOPSOIL AND SEED

ALL DISTURBED AREAS.

3 BENCHES, SEE

SPECS

.8

1-PICNIC TABLE

SEE SPEC.

5.0

PLAY EQUIPMENT

FALL ZONE AREAS

SWING UNIT

SEE SPECS

SPINNER UNIT

SEE SPECS

PLAY STRUCTURE AND

ASSOCIATES ELEMENTS,

SEE SPECS

EXTEND MULCH APPROX.

24" BEYOND GAGA PIT

BLEND NEW MULCH EDGE INTO

EXISTING ADJACENT LAWN GRADES

WITH SMOOTH TRANSITIONS,

TYPICAL ALL AREAS.

EXISTING GAGA PIT

NEW LOCATION

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PPR

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NEW FENCE

THICKEN EDGE

CONCRETE AT

MULCH AREAS,

SEE DETAIL

VERIFY FINAL NEW FENCE

LOCATION IN THE FIELD,

WITH OWNER'S APPROVAL.

COMPACTED CLASS II SUBBASE (SEE SPEC.)

M

IN

TOOLED 1" CONTROL JOINT - MIN. 1" DEEP

@ 10' O.C. MAX. OR AS SHOWN ON PLANS

CONCRETE (HEAVY. BROOM FINISH)

6x6x1.4x1.4 WWF REINFORCEMENT

1/2" EXPANSION JOINT MATERIAL

WITH SEALANT@ 30' O.C. MAX. OR

AS SHOWN ON PLANS

P E R M

A N U F.

" C

O M

P A C

T E D

MAX. FALL ZONE LIMITSLAWN

ENGINEERED WOOD

PLAYGROUND MULCH

SCARIFY LOWEST AREAS SUBSOIL

FILTER FABRIC

M A X.

1.66" BOTTOM

RAIL

1.66" TOP RAIL

2.37" LINE POST,

4.0" CORNER, PULL

AND END POST

GRADE

CAP ALL POST

1' - 0"

NEW ENGINEERED WOOD MULCH. SEE DEDTAIL AND SPECIFICATIONS

LEGEND

EXISTING ASPHALT PAVEMENT. PROTECT FROM DAMAGE

INCLUDING DAMAGE TO PAINTED LINES.

NEW CONCRETE PAVEMENT. SEE DETAIL AND SPECIFICATIONS

882.12 PROPOSED SPOT ELEVATION.

AREAS TO RECIEVE TOPSOIL AND SEED BEYOND WHAT IS

REQUIRED FOR RE-GRADING AND CONSTRUCTION AREAS.

NEW CHAIN LINK FENCE, SEE DETAIL AND SPECIFICATIONS.

UTILITY LOCATIONS ARE DERIVED FROM ACTUAL MEASUREMENTS OR

AVAILABE RECORDS. THEY SHOULD NOT BE INTERPRETED TO BE

EXACT LOCATIONS NOR SHOULD IT BE ASSUMED THAT THEY ARE THE

ONLY UTILITIES IN THIS AREA.

Know what's below.

Callbefore you dig.

6"

(2) #4 BARS CONT.

4" DEPTH COMPACTED

SUBBASE

4" CONCRETE SIDE WALK

WITH BROOM FINISH

6x6x1.4x1.4 WELDED WIRE

FABRIC REINFORCING

TOOLED CURB JOINT

EASE EDGE 1/2" R MIN.

.18"

.6"

WOOD PLAY

MULCH AT

12" DEPTH

FILTER FABRIC

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1" = 10'-0"

PLAYGROUND DEVELOPMENT PLAN

1 1/2" = 1'-0"

CONCRETE WALK

1 1/2" = 1'-0"

MULCH PLAY EDGE

1/2" = 1'-0"

CHAIN LINK FENCE

GENERAL NOTES

1 CALL "MISS DIG" AND HAVE EXISTING UTILITY LOCATIONS MARKED PRIOR TO ANY

EXCAVATIONS OR INSTALLATIONS ON SITE.

2 EXISTING INFORMATION SHOWN HEREIN IS APPROXIMATE AND MUST BE FIELD

VERIFIED PRIOR TO ANY CONSTRUCTION ACTIVITY.

3 ALL EXISTING INFORMATION SHOWN IS FROM THE SITE TOPOGRAPHIC SURVEY

PRODUCED BY DRIESENGA ASSOCIATES, KALAMAZOO, MICHIGAN.

4 ALL PLAY EQUIPMENT TO BE INSTALLED PER CURRENT C.P.S.C. AND A.S.T.M.

PLAYGROUND STANDARDS AND RECOMMNEDATIONS. INSTALL AND ANCHOR

EQUIPMENT WITH FOOTINGS PER MANUFACTURE. ALL FOOTINDS TO BE BELOW

RESILIENT MULCH LAYER.

5 PROTECT ALL EXISTING TREES IDENTIFIED TO REMAIN. DO NOT STOCKPILE

MATERIAL OR OPERATE EQUIPMENT WITHIN THE TREES DRIP LINE / ROOT ZONE

6 PROVIDE EROSION CONTROL MEASURES AS REQUIRED BY GOVERNING

AUTHORITIES. ACQUIRE ALL REQUIRED PERMITS AND APPROVALS. PROTECT ALL

DRAINAGE STRUCTURES FROM ERODED SILT.

7 MAXIMUM UNPAVED SLOPES TO BE 1:4 MAXIMUM WALKWAY SLOPES TO BE 5%

(1:20), WITH A MAXIMUM CROSSPITCH OF 2% (1:50). MINIMUM SLOPES TO BE

11/2% FOR BOTH PAVED AND UNPAVED AREAS.

8 MATCH ALL NEW PAVEMENTS TO EXISTING ELEVATIONS AND DRAINAGE PATTERNS.

MAINTAIN POSITIVE SURFACE DRAINAGE IN ALL AREAS. NO PONDING.

9 BLEND NEW WORK TO EXISITNG REMAINING AREAS WITH SMOOTH TRANSITION,

INCLUDING LAWN AREAS.

10 SEED AND TOPSOIL ALL DISTURBED AREAS AS STATED IN THE SPECIFICATIONS.

1" = 1'-0"

CONCRETE WALK MULCH EDGE

ISSUED FOR DATE