GO.00

COVER

Rei

ch A

ssoc

iate

sa

d

es

ig

n c

olla

bo

ra

tiv

e

La

nd

sca

pe

A

rch

ite

ctu

re

La

nd

P

la

nn

in

gU

rb

an

D

esig

nS

usta

in

ab

le

D

esig

n

30

1 E

ast B

lvd

. B

ato

n R

ou

ge

, L

A 7

08

02

2

25

.3

36

.5

89

0

REVISION

ISSUE

SHEET TITLE

SHEET NO.

FOR REVIEW

DATE

MAY 16, 2018

BA

TO

N R

OU

GE

, LO

UIS

IAN

AT

AN

GLE

WO

OD

ELE

ME

NT

AR

Y S

CH

OO

L

LOCATION MAP: NTS

9352 Rustling Oaks Avenue

TANGLEWOOD ELEMENTARYSCHOOL

SHEET INDEX

G0.00 COVER SHEET

L0.00 GENERAL NTOES

L0.01 TREE PROTECTION PLAN

L0.02 EROSION CONTROL PLAN

L1.00 DEMO/KEY PLAN

L1.01 LAYOUT PLANS

L7.00 DETAILS

ADD. ALT. 01 PLANTINGS

ADD. ALT. 02 PLAYGROUND

DED. ALT. 03 SIDEWALK ELIMINATION

BATON ROUGE, LOUISIANA 70818

CENTRAL COMMUNITY SCHOOL SYSTEMBOARD MEMBERS

DR. G. DAVID WALKER-BOARD PRESIDENTROXANNE ATKINSON-BOARD VICE PRESIDENT

SHARON BROWNINGWILLARD EASLEYRUBY FOILJAMES GARDENERJIM LLOYD

SITE LOCATION

L0.00

GENERAL NOTES

Rei

ch A

ssoc

iate

sa

d

es

ig

n c

olla

bo

ra

tiv

e

La

nd

sca

pe

A

rch

ite

ctu

re

La

nd

P

la

nn

in

gU

rb

an

D

esig

nS

usta

in

ab

le

D

esig

n

30

1 E

ast B

lvd

. B

ato

n R

ou

ge

, L

A 7

08

02

2

25

.3

36

.5

89

0

REVISION

ISSUE

SHEET TITLE

SHEET NO.

FOR REVIEW

DATE

MAY 16, 2018

BA

TO

N R

OU

GE

, LO

UIS

IAN

AT

AN

GLE

WO

OD

ELE

ME

NT

AR

Y S

CH

OO

L

SEE LANDSCAPE PLANS, LANDSCAPE DETAILS AND SPECIFICATIONS FOR ALL PLANTING LAYOUTINFORMATION.

SEE IRRIGATION PLANS, IRRIGATION DETAILS AND SPECIFICATIONS FOR ALL IRRIGATION INFORMATION.

THE DIMENSIONS SHOWN ON THIS PLAN REFLECT DESIGN INTENT OR SHOW MINIMUM OR MAXIMUMDIMENSIONS. IF A CONFLICT BETWEEN THE SITE AND THE DIMENSIONS SHOWN ON THE LAYOUT PLAN ISFOUND, NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY.

CONTRACTOR SHALL COORDINATE AND BE IN COMPLIANCE WITH ALL STATE AND LOCAL MUNICIPALITIES ASWARRANTED.

THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND/OR OBTAINING ALL REQUIRED PERMITS ANDAPPROVALS PRIOR TO COMMENCING CONSTRUCTION.

THE CONTRACTOR IS RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING ALLPUBLIC AND PRIVATE UTILITIES WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE AT LEAST 48 HOURSPRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY (CALL LA ONE CALL - 1.800.272.3020).

NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICT AND/OR DISCREPANCIES IN THE CONSTRUCTIONDOCUMENTS, PRIOR TO THE START OF CONSTRUCTION.

THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER AND LANDSCAPE ARCHITECT ANYUNFORESEEN OR ADVERSE CONDITIONS DISCOVERED DURING DEMOLITION AND CONSTRUCTIONOPERATIONS.

CONTRACTOR RESPONSIBLE FOR ALL SLEEVING NECESSARY FOR COMPLETE OPERATIONAL IRRIGATION ANDLIGHTING. VERIFY ALL LOCATIONS PRIOR TO POURING CONCRETE. ANY SLEEVES OR BORINGS REQUIREDSHALL BE CONTRACTOR'S RESPONSIBILITY.

ALL GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS AND TECHNICAL SPECIFICATIONS OFTHE CONTRACT SHALL APPLY.

ANY DISCREPANCIES FOUND BETWEEN OR WITHIN THE DRAWINGS AND SPECIFICATIONS AND EXISTING SITECONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE LANDSCAPE ARCHITECT, IN WRITING, WHO SHALLPROMPTLY ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES. WORK DONE WITHOUT CONSULTING WITHTHE LANDSCAPE ARCHITECT AFTER THE DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES, ORAMBIGUITIES SHALL BE DONE AT THE CONTRACTOR'S RISK.

DEVIATION FROM PLANS AND NOTES WITHOUT THE PRIOR CONSENT OF THE OWNER, HIS/HERREPRESENTATIVE, OR THE LANDSCAPE ARCHITECT MAY BE CAUSE FOR WORK TO BE DEEMEDUNACCEPTABLE.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE RESULTING FROM CONSTRUCTIONACTIVITY TO EXISTING ELEMENTS THAT ARE TO REMAIN AT NO COST TO THE OWNER.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL AND OTHER MATERIALSTRACKED ONTO ANY PRIVATE OR PUBLIC STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESEAS NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER ACCEPTABLE METHODS TO KEEP AIRBORNEDUST TO A REQUIRED MINIMUM.

NO SURVEY WAS TAKEN OF THE PLAYGROUND YARD. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALLNECESSARY UTILITY COMPANIES TO ENSURE NO DAMAGE IS DONE TO EXISTING INFRASTRUCTURE.DIMENSIONS SHOWN ON PLANS ARE APPROXIMATE AND ARE TO BE FIELD VERIFIED.

CONTRACTOR SHALL SALVAGE ANY SITE FURNISHINGS THAT MUST BE REMOVED AS A RESULT OFCONSTRUCTION AND TURN THEM OVER TO THE SCHOOL.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16

CONTRACTOR SHALL COORDINATE ON SITE WITH LANDSCAPE ARCHITECT (REICH ASSOCIATES, 225-336-5890)PRIOR TO LAYOUT OF ALL LANDSCAPE COMPONENTS.SEE LANDSCAPE PLANS, LANDSCAPE DETAILS AND SPECIFICATIONS FOR ALL LAYOUT INFORMATION.

ALL RADII SHALL BE FORMED AS SMOOTH CIRCULAR ARCS WITH NO KINKS, FACETS OR TANGENTS.

CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, CITY , ORLOCAL AGENCIES. THE AMOUNT, LOCATION AND SIZE SHALL BE PER THE DIRECTION OF THE GOVERNINGAGENCY.

CONTRACTOR TO FIELD STAKE LOCATIONS OF WALKS, CURBLINE, AND SITE AMENITIES FOR APPROVAL BYLANDSCAPE ARCHITECT PRIOR THE TO START OF CONSTRUCTION.

HANDICAPPED ACCESSIBILITY SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, CITY AND LOCAL CODES(WHICHEVER HAS JURISDICTION).

CONTRACTOR SHALL SEEK LAYOUT AND FURNISHING PLACEMENT APPROVAL PRIOR TO INSTALLATION. IFFEATURES ARE LOCATED OR BUILT INCORRECTLY, THE CONTRACTOR SHALL REDO WORK AT NO COST TOTHE OWNER OR REICH ASSOCIATES.

FINAL GRADES TO BE FIELD VERIFIED WITH LANDSCAPE ARCHITECT PRIOR TO POUR AND CONSTRUCTED SOAS NOT TO AFFECT CURRENT SITE DRAINAGE. GRADES TO ALLOW FOR POSITIVE DRAINAGE AND INACCORDANCE WITH ADA GUIDELINES.

SCALE:02 GENERAL LAYOUT NOTES:N.T.S.

1.

2.

3.

5.

6.

7.

8.

SCALE:01 GENERAL NOTES:N.T.S.

L0.01

0 15 30 60

TREE PROTECTIONPLAN

NORTH

Rei

ch A

ssoc

iate

sa

d

es

ig

n c

olla

bo

ra

tiv

e

La

nd

sca

pe

A

rch

ite

ctu

re

La

nd

P

la

nn

in

gU

rb

an

D

esig

nS

usta

in

ab

le

D

esig

n

30

1 E

ast B

lvd

. B

ato

n R

ou

ge

, L

A 7

08

02

2

25

.3

36

.5

89

0

REVISION

ISSUE

SHEET TITLE

SHEET NO.

FOR REVIEW

DATE

MAY 16, 2018

BA

TO

N R

OU

GE

, LO

UIS

IAN

AT

AN

GLE

WO

OD

ELE

ME

NT

AR

Y S

CH

OO

L

SCALE:02 TREE PROTECTION NOTESN.T.S.

1. CONTRACTOR SHALL NOT ALLOW ANY VEHICULAR TRAFFIC, PARKING OF VEHICLES, OR STOCKPILING OFEXCAVATED MATERIAL OR CONSTRUCTION MATERIALS INSIDE OF THE TREE PROTECTION FENCING ORTHE DRIPLINE OF TREES INDICATED TO BE PRESERVED.

2. CONSTRUCTION EQUIPMENT MAY NOT OPERATE WITHIN THE DRIP LINE OF A TREE. IF NECESSARY,WRITTEN PERMISSION AND WRITTEN APPROVAL MUST BE ACQUIRED PRIOR TO WORK BEING PERFORMED.WHEN NECESSARY FOR THE PERFORMANCE OF INDICATED WORK, SUCH OPERATIONS SHALL BECONDUCTED WITH SPECIAL CARE TO AVOID DAMAGING THE TREE AND UNDER DIRECTION OF THEOWNER'S REPRESENTATIVE.

3. PROTECT TREE ROOT SYSTEMS FROM DAMAGE DONE BY STRIPPING AND REGRADING. ALL EXCAVATIONAND GRADING WORK SHALL BE DONE BY HAND TOOLS WHILE WORKING WITHIN TREE DRIPLINES.

4. PROTECT TREE ROOT SYSTEMS FROM DAMAGE DUE TO NOXIOUS MATERIALS, SPILLAGE, OR DRAINAGEFROM STORED MATERIALS.

5. MAINTAIN TREE PROTECTION FENCING IN GOOD CONDITION AT ALL TIMES. TREE PROTECTION FENCINGSHALL BE IN PLACE PRIOR TO BEGINNING ANY WORK AND SHALL NOT BE REMOVED UNTIL ALLCONSTRUCTION WORK IS COMPLETE.

6. ALL TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY CLEARING OR SITE WORK. FAILURE TOINSTALL AT APPROPRIATE TIME WILL RESULT IN DELAY, TREE PROTECTION FENCING SHALL FOLLOW THESHAPE OF THE TREE'S DRIPLINE.

7. TREE PROTECTION FENCING MUST CARRY DURABLE SIGNS DESIGNATING THE AREA AS A TREEPROTECTION ZONE AND BE VISIBLE FROM ALL SIDES.

8. FENCING INSTALLED PAST DRIP LINE MUST BE FAR ENOUGH TO PROTECT LIMBS FROM TRUCKS ANDMOVING OBJECTS.

9. ALL TRIMMING MUST BE DONE BY LICENSED ARBORIST. LICENSED ARBORIST, IN CONJUNCTION WITHLANDSCAPE ARCHITECT SHALL DIRECT ALL TREE PRUNING. THIS MUST BE APPROVED AND COORDINATEDWITH LANDSCAPE ARCHITECT PRIOR TO ANY WORK ON TREES.

10. PROGRAM MANAGER, IN CONJUNCTION WITH LANDSCAPE ARCHITECT, TO PROVIDE WRITTEN PERMISSIONFOR ANY INCURSIONS INTO TREE PROTECTION AREAS.

11. ALL MAINTENANCE AND SURVIVAL IS THE RESPONSIBILITY OF CONTRACTOR. REPLACEMENT DAMAGESWILL BE AT NO COST TO THE OWNER.

12. CONTRACTOR TO COORDINATE W/ A LOUISIANA LICENSED ARBORIST AND LANDSCAPE ARCHITECT TOPROVIDE A PRE AND POST CONSTRUCTION CONFERENCE, PRUNING, AND FEEDING TO MAXIMIZE THEPOTENTIAL FOR HEALTH LONGEVITY.

SCALE:03 TREE PROTECTION FENCING DETAIL1"=40'-0"

8'-0" MINIMUM

CHAINLINK FENCE

CONCRETE BASEPOLE INSERTSFINISH GRADE

6'-0

" MIN

IMUM

CHAINLINK FENCE, BEYONDDRIPLINE

SCALE:01 TREE PROTECTION PLAN1"=30'-0"

L0.02

0 15 30 60

EROSION CONTROLPLAN

NORTH

Rei

ch A

ssoc

iate

sa

d

es

ig

n c

olla

bo

ra

tiv

e

La

nd

sca

pe

A

rch

ite

ctu

re

La

nd

P

la

nn

in

gU

rb

an

D

esig

nS

usta

in

ab

le

D

esig

n

30

1 E

ast B

lvd

. B

ato

n R

ou

ge

, L

A 7

08

02

2

25

.3

36

.5

89

0

REVISION

ISSUE

SHEET TITLE

SHEET NO.

FOR REVIEW

DATE

MAY 16, 2018

BA

TO

N R

OU

GE

, LO

UIS

IAN

AT

AN

GLE

WO

OD

ELE

ME

NT

AR

Y S

CH

OO

L

SCALE:01 EROSION CONTROL PLAN1"=30'-0"

FILTER FABRIC (TO BE SAME MATL.

DUMPED ROCK OR SACKED SAND

PLASTIC SHEET (6 TO 8 MILLS THICK)

MIN

.

4'

SECTION A-A

20'±

STAKE

WOOD

1'±

15'±

(6

T

O 8

M

IL

LS

T

HIC

K)

FLOW

PL

AS

TIC

S

HE

ET

FLOW

17'±

12'±

A

A

20'±

BALED HAY (STAKED)

AS USED IN SILT FENCEPLAN VIEW SILT FENCE PLACEMENT

AREA

DISTURBED

DRAINAGE AREA

S

H

E

E

T

F

L

O

W

S

L

O

P

E

LIMITS

FENCE

SILT

(PER LADOTD

INTO THE TRENCH

EXTEND FABRIC

FILTER FABRIC

6"

POST

12"SUPPORTS

STABILIZED

SPECIFICATIONS)

SCALE:06 SILT FENCE PLACEMENT AND CONSTRUCTION DETAILN.T.S.

1. CONTRACTOR SHALL BE REQUIRED TO KEEP STREET AND PARKING LOT FREE OF DIRT, MUD, ANDDEBRIS.

2. SILT FENCING SHALL REMAIN FOR DURATION OF PROJECT. CONTRACTOR SHALL BE RESPONSIBLEFOR MAINTAINING THE SILT FENCE AT ALL TIMES.

SCALE:04 BEST MANAGEMENT PRACTICE PLAN:N.T.S.

1. TO REDUCE SEDIMENTS IN RUNOFF, EROSION CONTROL STRUCTURES SHALL BE INSTALLEDPROMPTLY DURING ALL CONSTRUCTION PHASES.

2. TO INSURE EROSION CONTROL STRUCTURES WORK PROPERLY, IT IS IMPERATIVE THESEDIMENTS BE REMOVED; THEREFORE "INSPECTION" AND "MAINTENANCE" OF STRUCTURES ARETO BE PERFORMED ON A REGULAR BASIS BY THE CONTRACTOR.

3. DURING SEDIMENT REMOVAL, THE CONTRACTOR SHALL TAKE CARE TO INSURE THATSTRUCTURAL COMPONENTS OF EROSION CONTROL STRUCTURES ARE NOT DAMAGED AND THUSMADE INEFFECTIVE. IF DAMAGE DOES OCCUR, THE CONTRACTOR SHALL REPAIR THESTRUCTURES AT THE CONTRACTOR'S EXPENSE.

4. SEDIMENT REMOVED FROM SEDIMENT CONTROL STRUCTURES IS TO BE PLACED AT A SITEAPPROVED BY THE LANDSCAPE ARCHITECT. IT SHALL BE TREATED IN A MANNER SO THAT THEAREA AROUND THE DISPOSAL SITE WILL NOT BE CONTAMINATED OR DAMAGED BY THE SEDIMENTIN THE RUNOFF.

5. ADDITIONAL PROTECTION - ON-SITE PROTECTION IN ADDITION TO THE ABOVE MUST BE PROVIDEDSO THAT IT WILL NOT PERMIT SILT TO LEAVE THE PROJECT CONFINES DUE TO UNSEENCONDITIONS OR ACCIDENT.

6. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, FLUMES, PIPES, ETC. ARECLEANED OUT AND WORKING PROPERLY AT THE TIME OF ACCEPTANCE OF THE PROJECT.

7. UPON COMPLETE REMOVAL OF EROSION CONTROL STRUCTURES, THE AREA WHERE THEY WERECONSTRUCTED IS TO GRADED, SEEDED AND MULCHED.

8. STOCKPILED TOPSOIL OR FILL MATERIAL IS TO BE TREATED SO THE SEDIMENT RUNOFF WILL NOTCONTAMINATE SURROUNDING AREA OR ENTER NEARBY DRAINAGE STRUCTURES.

9. WATER IS NOT TO BE PUMPED DIRECTLY INTO EXISTING DRAINAGE STRUCTURES BUT IS TO BEPUMPED INTO SEDIMENT TRAPS ONLY.

10. EXCAVATED AREAS WILL BE PROMPTLY STABILIZED AGAINST EROSION USING TEMPORARYSEEDING AND MULCH, HYDRO-MULCH OR RE-VEGETATIVE MATTING/SILTATION MEASURES SHALLBE IMPLEMENTED PROMPTLY TO REDUCE SEDIMENT IN RUNOFF FROM CONSTRUCTION INTOSTREAMS OR DRAINAGE DITCHES BY THE USE OF EROSION CONTROL STRUCTURES.

11. SECONDARY CONTAINMENT OF HAZARDOUS MATERIAL USED BY THE CONTRACTOR (FUEL, OIL,GREASE, ETC.) IN COMPLIANCE WITH REGULATORY AGENCIES IS REQUIRED.

12. WEEKLY REPORTS OF EROSION CONTROL STRUCTURES AND INCIDENT REPORTS (RAINFALL OF05" OR GREATER) ARE TO BE KEPT ON FILE BY THE CONTRACTOR AT A DESIGNATED FACILITY (I.E.HOME OFFICE).

SILT FENCE CONSTRUCTION

SCALE:05 ABOVE-GROUND SETTLEMENT TRAP DETAILN.T.S.

XX

X

X

X

X

X

XXX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

1

SCALE:02 KEYNOTE:N.T.S.

N/A L0.02LIMITS OF PROJECT AND CONSTRUCTION WORK, TYPICAL

KEY DETAIL SHEETNAME

PROVIDE INLET PROTECTION FOR ALL EXISTING STORMWATER INLETS,TYPICALPROVIDE SILT FENCE TO PROTECT SITE FROM STORMWATER RUNOFF, TYP.

1

2

3

N/A L0.02

N/A L0.02

1

1

2

3

3

3

SCALE:03 EROSION CONTROL NOTES:N.T.S.

P

l

a

y

B

o

o

s

t

e

r

®

(

5

-

1

2

y

e

a

r

s

)

L1.00

DEMO/ KEY PLAN

NORTH

Rei

ch A

ssoc

iate

sa

d

es

ig

n c

olla

bo

ra

tiv

e

La

nd

sca

pe

A

rch

ite

ctu

re

La

nd

P

la

nn

in

gU

rb

an

D

esig

nS

usta

in

ab

le

D

esig

n

30

1 E

ast B

lvd

. B

ato

n R

ou

ge

, L

A 7

08

02

2

25

.3

36

.5

89

0

REVISION

ISSUE

SHEET TITLE

SHEET NO.

FOR REVIEW

DATE

MAY 16, 2018

BA

TO

N R

OU

GE

, LO

UIS

IAN

AT

AN

GLE

WO

OD

ELE

ME

NT

AR

Y S

CH

OO

L

SCALE:01 SITE DEMO PLAN1"=20'-0"

SCALE:05 DEMOLITION NOTES:N.T.S.

1. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL CONSTRUCTION AND DEMOLITION DEBRIS INACCORDANCE WITH ALL APPLICABLE STATE, FEDERAL AND LOCAL REGULATIONS. NO CONSTRUCTIONDEBRIS IS TO BE BURIED OR DEPOSITED ON SITE.

2. LOCATE ALL UTILITIES ON THE SITE PRIOR TO COMMENCING ANY WORK. ANY DAMAGE DONE TOEXISTING OR NEW UTILITIES SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THEOWNER.

3. CONTRACTOR SHALL SAW CUT PAVEMENT AT ALL LOCATIONS WHERE REQUIRED PAVEMENT REMOVALMEETS AND IS FLUSH WITH PAVEMENT WHICH IS TO REMAIN, UNLESS OTHERWISE NOTED ON PLANS.REFER TO LAYOUT SHEETS FOR LIMITS OF PROPOSED PAVEMENT.

4. CONTRACTOR SHALL MAKE REASONABLE EFFORTS TO KEEP STREETS AND PARKING LOT FREE OF DIRTAND DEBRIS.

5. CONTRACTOR TO PROVIDE CLEAN CUT ON ALL PLAYGROUND SURFACING TO BE REMOVED,CONTRACTOR TO COORDINATE WITH SURFACING REPRESENTATIVE TO ENSURE PROPER TECHNIQUESARE USED TO REMOVE AND RESEAL ANY AFFECTED SURFACING.

KEY NAME

1 DEMOLISH AND REMOVE EXISTING PLAYGROUND RAMP AND NECCESARY SURFACING TO MAKE SMOOTHCOMPLETE CURB. TO BE APPROVED BY LANDSCAPE ARCHITECT IN FIELD PRIOR TO DEMOLITION.

SCALE:03 DEMOLITION KEY:N.T.S.

1

SCALE:02 KEY PLAN1"=30'-0"

8

7

6

4

2

3

5

9

10

SCALE:04 KEYNOTE:N.T.S.

04 L7.003'X7' BENCH PAD, CONTRACTOR TO USE EXISTING BENCHES ONSITE

KEY DETAIL SHEETNAME

01,05 L7.00BONDED RUBBER MULCH PLAYGROUND SURFACING

CONCRETE CURB

02-03 L7.00NEW PLAYGROUND EQUIPMENT

CONCRETE SIDEWALK*

NOT USED

EXISTING SWINGSET

1

2

3

4

5

6

7

EXISTING PLAYGROUND8NEW CONCRETE PLAYGROUND ENTRANCE-TO BE LESS THAN 2%SLOPE AS APPROVED IN FIELD9

EXISTING FENCE10

04 L7.00

*NOTE: CONTRACTOR TO COORDINATE EXACT LOCATION/FINAL GRADES IN FIELD WITHLANDSCAPE ARCHITECT.

N/A N/A

03 L7.00

EXISTING PLAYGROUND

EXISTING SWINGSET

N/A N/A

N/A N/A

N/A N/A

5

11

LANDFORM-CONTRACTOR TO USE MATERIAL FROM EXCAVATIONOF PLAYGROUND AND SIDEWALK. COORD. SHAPE IN FIELD W/ L.A.11 N/A N/A

05 L7.00

2

2 CONTRACTOR TO REMOVE PLASTIC PLAYGROUND BARRIER ALONG PROPOSED SIDEWALK EDGE AND TURNINTO PRINCIPAL. IF NECESSARY, CONTRACTOR SHALL MAKE CLEAN CUT ON PLAYGROUND SURFACING TOALLOW PROPOSED SIDEWALK TO ABUT EXISTING SURFACING AND ACT AS THE BARRIER. TO BE APPROVEDBY LANDSCAPE ARCHITECT IN FIELD PRIOR TO DEMOLITION.

3

3 CONTRACTOR TO REMOVE MISC. TRACTOR TIRES.

1

1

1

1

0 10 20 40 0 15 30 60

10

10

P

l

a

y

B

o

o

s

t

e

r

®

(

5

-

1

2

y

e

a

r

s

)

L1.01

LAYOUT PLANS

NORTH

Rei

ch A

ssoc

iate

sa

d

es

ig

n c

olla

bo

ra

tiv

e

La

nd

sca

pe

A

rch

ite

ctu

re

La

nd

P

la

nn

in

gU

rb

an

D

esig

nS

usta

in

ab

le

D

esig

n

30

1 E

ast B

lvd

. B

ato

n R

ou

ge

, L

A 7

08

02

2

25

.3

36

.5

89

0

REVISION

ISSUE

SHEET TITLE

SHEET NO.

FOR REVIEW

DATE

MAY 16, 2018

BA

TO

N R

OU

GE

, LO

UIS

IAN

AT

AN

GLE

WO

OD

ELE

ME

NT

AR

Y S

CH

OO

L

SCALE:01 LAYOUT PLAN1"=20'-0"

41'-1

3/8

"

56'-6 7/8"

45'-5"

125'-0 3/8"

49'-6 5/8"

34'-1

0 1/4"

R93'-10 3/8"

21'-10"

R33'-4 1/2"

R24'-11 1/8"

24'-8

3/4"

14'-5 1/2"

28'-9

5/8

"

25'-0 1/2"

38'-7

5/8

"10

'-5 3/

4"

22'-4

"18

'-2 5/

8"

R15'-6 3/4"R32'-1 1/2"

R40'-1 1/4"

SCALE:03 PLAYGROUND LAYOUT PLAN1"=10'-0"

R61'-6"

38'-4 1/2"

58'-1

0 1/

4"

111'-3 1/2"

93'-7 1/2"103'-4 1/4"

94'-3 1/2"

82'-11 1/2"

196'-3"

35'-2

1/2

"

7'-1

1 1/

4"9'

-1 3

/4"

5'-5

3/4

"

126'-2 1/4"

23'-7

1/2

"

POB11

'-4 1

/2"

16'-3

5/8

" 11'-6

"

43'-4

1/4

"

10'-2"

46'-1

1"

54'-3

3/4

"

34'-1 3/4"

40'-0

"

16'-2"

15'-8

"

7'-7 1/2"19'-4 1/4" 13'-4 1/2" 27'-3"

POB

R32'-3"

61'-2 1/2"

R31'-10 3/4"

R44'-5 3/8"

4'-9 3/4"

13'-11 3/4"

48'-10 1/4"

27'-1

0 1/

2"

48'-3 3/4"

11'-3 1/4"

R27'-8 1/8"

R16'-2"

R24'-3"

R16'-8 1/4"

R12'

-10

1/4"

88'-4

1/4

"

44'-2

3/4

"

80'-3

1/2

"

82'-3

1/4

"

41'-0 3/4" 3'-2

"

13'-5 3/4"R37'-5 5/8"

2'-9 3/4"

7'-0"

3'-0

"

R41'-9 3/4"

58'-2"

33'-6 1/4"

R26'-9 1/8"

0 10 20 40 0 5 10 20

CONTRACTOR SHALL COORDINATE ON SITE WITH LANDSCAPE ARCHITECT (REICH ASSOCIATES, 225-336-5890)PRIOR TO LAYOUT OF ALL LANDSCAPE COMPONENTS.SEE LANDSCAPE PLANS, LANDSCAPE DETAILS AND SPECIFICATIONS FOR ALL LAYOUT INFORMATION.

ALL RADII SHALL BE FORMED AS SMOOTH CIRCULAR ARCS WITH NO KINKS, FACETS OR TANGENTS.

CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, CITY , ORLOCAL AGENCIES. THE AMOUNT, LOCATION AND SIZE SHALL BE PER THE DIRECTION OF THE GOVERNINGAGENCY.

CONTRACTOR TO FIELD STAKE LOCATIONS OF WALKS, CURBLINE, AND SITE AMENITIES FOR APPROVAL BYLANDSCAPE ARCHITECT PRIOR THE TO START OF CONSTRUCTION.

HANDICAPPED ACCESSIBILITY SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, CITY AND LOCAL CODES(WHICHEVER HAS JURISDICTION).

CONTRACTOR SHALL SEEK LAYOUT AND FURNISHING PLACEMENT APPROVAL PRIOR TO INSTALLATION. IFFEATURES ARE LOCATED OR BUILT INCORRECTLY, THE CONTRACTOR SHALL REDO WORK AT NO COST TOTHE OWNER OR REICH ASSOCIATES.

FINAL GRADES TO BE FIELD VERIFIED WITH LANDSCAPE ARCHITECT PRIOR TO POUR AND CONSTRUCTED SOAS NOT TO AFFECT CURRENT SITE DRAINAGE. GRADES TO ALLOW FOR POSITIVE DRAINAGE AND INACCORDANCE WITH ADA GUIDELINES.

SCALE:02 GENERAL LAYOUT NOTES:N.T.S.

1.

2.

3.

5.

6.

7.

8.

L7.00

DETAILS

Rei

ch A

ssoc

iate

sa

d

es

ig

n c

olla

bo

ra

tiv

e

La

nd

sca

pe

A

rch

ite

ctu

re

La

nd

P

la

nn

in

gU

rb

an

D

esig

nS

usta

in

ab

le

D

esig

n

30

1 E

ast B

lvd

. B

ato

n R

ou

ge

, L

A 7

08

02

2

25

.3

36

.5

89

0

REVISION

ISSUE

SHEET TITLE

SHEET NO.

FOR REVIEW

DATE

MAY 16, 2018

BA

TO

N R

OU

GE

, LO

UIS

IAN

AT

AN

GLE

WO

OD

ELE

ME

NT

AR

Y S

CH

OO

L

3/8" EXPANSION JOINT WITH FILLER 15'ON CENTER, 1/8" CONTRACTIONJOINTS AS SHOWN ON LAYOUT PLANS

3/8" TO 1/2" R.

3/8" TO 1/2" R.PREMOLDED JOINT FILLER

EXPANSION JOINT DETAILNOTES:1. EXPANSION JOINTS SHALL BE PLACED ON

SURFACE AT 15' MAXIMUM SPACING.CONTRACTION JOINTS SHALL BE PLACEDBETWEEN THE EXPANSION JOINTS AT A 5'MAXIMUM SPACING. COORDINATE LOCATIONSWITH LANDSCAPE ARCHITECT.

2. EXPANSION JOINT SHALL BE PROVIDED ASAPPLICABLE BETWEEN SIDEWALK AND CURBS,EXISTING PAVEMENT, AND PLAYGROUNDSURFACING.

CONTRACTION JOINT DETAIL

COMPACT SUBGRADE TO95% MAXIMUM DENSITY (12INCH MINIMUM DEPTH)

WITH BRUSHED FINISH

4" CRUSHED SURFACINGTOP COURSE, COMPACTEDTO 95% MAX. DENSITY

4" THICK CONCRETE

(PROVIDE MOCK-UP FOR APPROVAL)

SCALE:04 CONCRETE PAVEMENT-BROOM FINISHNTS

WELDED WIRE FABRICREINFORCING6"X6" W2.9X W2.9 (BREAK ATEXPANSION JOINTS

SCALE:01 PLAYGROUND SURFACING COLOR DIAGRAM1"=10'-0" SCALE:02 PLAYSTRUCTURE/SIX SEAT SWING RENDERINGS

N.T.S.

COMPACTED SUBGRADE

4" COMPACTED STONE PERMANUF. RECOMMENDATION

2.75" NO FAULT BONDEDRUBBER SURFACING, SEE01/L7.00 FOR COLOR

6"X6"CONCRETE CURB, 3500P.S.I.

NOTE:1. ALTERNATE MANUFACTURER-X-GRASS BONDED

RUBBER MULCH.2. CONTRACTOR TO SUBMIT MATERIAL SAMPLES TO

LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TOINSTALLATION.

3. CONTRACTOR TO PROVIDE 4" PERFORATED PIPE AT8' O.C., TIE TO STORM. COORD. WITH CIVIL ANDLANDSCAPE ARCHITECT PRIOR TO INSTALLATION.

(2) NO. 4 REBAR, CONTINUOUS

SCALE:05 PLAY STRUCTURE BONDED RUBBER MULCH DETAILNTS

1. BASIS OF DESIGN (5-12 YEAR OLD PLAY AREA): LANDSCAPE STRUCTURES PLAYBOOSTER CUSTOM MODEL. SEESPECIFICATION FOR DETAILED DESCRIPTION. OTHER MANUFACTURERS AND THEIR MODELS CAN BE SUBSTITUTEDWITH PRIOR APPROVAL. PRODUCT CONTACT INFORMATION: DYNA-PLAY 504-342-2875 OR LANDSCAPE STRUCTURES888-438-6574.

2. PLAYGROUND SAFETY SURFACING SHALL BE BONDED RUBBER MULCH, SEE DETAILS AND SPECIFICATIONS.

3. PLAY EQUIPMENT SHALL BE INSTALLED BY LICENSED PLAYGROUND INSTALLER - SEE SPECIFICATIONS.INSTALLATION DETAILS SHALL BE PROVIDED BY EQUIPMENT MANUFACTURER.

4. INSTALL ALL MATERIALS IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS.THE INSTALLATION SHALL BE DONE BY A FACTORY CERTIFIED INSTALLER.

5. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE SAFETY ZONES AROUND PLAYGROUND EQUIPMENT.

SCALE:03 PLAYGROUND DESCRIPTION:N.T.S.

COLOR 1, CONTRACTORTO SUBMIT SAMPLES TOLANDSCAPE ARCHITECTFOR APPROVAL

COLOR 2, CONTRACTORTO SUBMIT SAMPLES TOLANDSCAPE ARCHITECTFOR APPROVAL

6" COLOR 2 RING,CONTRACTOR TO SUBMITSAMPLES TO LANDSCAPE

ARCHITECT FOR APPROVAL

NORTH

Rei

ch A

ssoc

iate

sa

d

es

ig

n c

olla

bo

ra

tiv

e

La

nd

sca

pe

A

rch

ite

ctu

re

La

nd

P

la

nn

in

gU

rb

an

D

esig

nS

usta

in

ab

le

D

esig

n

30

1 E

ast B

lvd

. B

ato

n R

ou

ge

, L

A 7

08

02

2

25

.3

36

.5

89

0

REVISION

ISSUE

SHEET TITLE

SHEET NO.

FOR REVIEW

DATE

MAY 16, 2018

BA

TO

N R

OU

GE

, LO

UIS

IAN

AT

AN

GLE

WO

OD

ELE

ME

NT

AR

Y S

CH

OO

L

SCALE:01 KEY PLAN1"=30'-0"

8

7

6

4

2

3

10

SCALE:02 KEYNOTE:N.T.S.

04 L7.003'X7' BENCH PAD, CONTRACTOR TO USE EXISTING BENCHES ONSITE

KEY DETAIL SHEETNAME

01,05 L7.00BONDED RUBBER MULCH PLAYGROUND SURFACING

CONCRETE CURB

02-03 L7.00NEW PLAYGROUND EQUIPMENT

CONCRETE SIDEWALK*

NOT USED

EXISTING SWINGSET

1

2

3

4

5

6

7

EXISTING PLAYGROUND8NEW CONCRETE PLAYGROUND ENTRANCE-TO BE LESS THAN 2%SLOPE AS APPROVED IN FIELD9

EXISTING FENCE10

04 L7.00

*NOTE:1. DEDUCTIVE ALTERNATE 03 REMOVES ALL ADDITIONAL CONCRETE PAVEMENT

INCLUDING SIDEWALK, PLAYGROUND ENTRANCE RAMP, AND BENCH PADS. AND ADDSCONCRETE CURB ON THE PLAN EAST SIDE OF THE PLAYGROUND TO CONTAIN THESURFACING WHERE THE SIDEWALK WAS.

2. CONTRACTOR TO COORDINATE EXACT LOCATION/FINAL GRADES IN FIELD WITHLANDSCAPE ARCHITECT.

N/A N/A

03 L7.00

N/A N/A

N/A N/A

N/A N/A

11

LANDFORM-CONTRACTOR TO USE MATERIAL FROM EXCAVATIONOF PLAYGROUND AND SIDEWALK. COORD. SHAPE IN FIELD W/ L.A.11 N/A N/A

05 L7.00

0 15 30 60

10

10

DED. ALTERNATE01

DED. ALTERNATE03-SIDEWALKELMINATION

3