flowers (city) park playground legacy remediation …

CITY (FLOWERS) ATHLETIC COMPLEX

CONSTRUCTION DOCUMENT SETScott Pickup, Commissioner of Public Works

James Moran, City Engineer/Deputy CommissionerWilliam Zimmermann, Commissioner of Parks and Recreation

MAYORThe Honorable NOAM BRAMSON

Mayor of the City of New Rochelle

City ManagerCharles B. Strome, III

City Council MembersLouis J. Trangucci

Albert A. Tarantino, Jr.Jared R. Rice

Ivar HydenBarry R. Fertel

Liz Fried

STANTEC CONSULTING SERVICES INC.

SITE LOCATION MAP

7 AUGUST 2017LOCATION MAP

FLOWERS (CITY) PARK PLAYGROUND"LEGACY" REMEDIATION WORK - 2017CITY OF NEW ROCHELLE, NEW YORK

FILE NO. 17-030, PROJECT NO. 14-150-P5

LIST OF DRAWINGS:C-01 COVERC-02 KEY MAPC-03 EXISTING CONDITIONS PLANC-04 DEMOLITION AND REMOVALS PLANC-05 LAYOUT AND MATERIALS PLANC-06 SITE DETAILS - 01

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Project Number:

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File Name: 192310803

PSC TAH TAH 2017.08.07

FLO

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ITY) P

ARK

PLAY

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UND

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ACY"

REM

EDIA

TION

WO

RK -

2017

FILE

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17-0

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OJE

CT N

O:

14-1

50-P

5NE

W R

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HELL

E, N

EW Y

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192310803

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CONC

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FP

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OBSCURED

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OBSCURED

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BENCH

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BENCH

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TENNIS COURT

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CONC

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CONC

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CONC

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EXISTING BLEACHERS

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OBSCURED

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GUY

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ATHLETIC FIELD

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STORAGE

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STORAGE

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STORAGE

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STORAGE

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STORAGE

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STORAGE

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STORAGE

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STORAGE

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CONC

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ROCKS(TYP)

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ROCKS(TYP)

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ROCK

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ROCK

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ROCK

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ROCK

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ROCK

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ROCK

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ROCK

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ROCK

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CONC

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ROCK

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ROCK(2)

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ROCK

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ROCK

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RAMP

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RAMP

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OH

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BIT

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ROCK

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OBS

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26"

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R=31.87

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S

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6' CLF

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8' CLF

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GATE

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GATE

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GATE

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Bit. Access Road

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Bit. Walkway/Access Road

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BIT

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BIT

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BIT

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BIT

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BIT

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Bit. Walkway

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ROCK

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BARRIER

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BARRIER

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Bit. Parking Lot

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CONC

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ROCK

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WALL

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WALL

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SPEED BUMP

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PARKING

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W.E.=31.7

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W.E.=30.5

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TENNIS COURT

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TENNIS COURT

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TENNIS COURT

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R=26.78

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W

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R=27.64

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S

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BC 24.64

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TC 25.30

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TC 25.27

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BC 24.59

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R=27.66

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S

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R=27.69

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S

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R=29.50

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S

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R=28.27

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S

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R=28.59

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S

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TW 31.39

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TW 31.20

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BW 31.00

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BW 31.31

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BW 30.13

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BW 30.53

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R=31.48

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S

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R=32.34

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S

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R=33.37

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S

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R=28.42

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W

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R=29.12

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G

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R=28.62

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S

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R=29.59

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E

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R=31.17

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S

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R=28.57

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W

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R=28.01

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S

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R=27.34

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S

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R=28.84

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S

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R=27.55

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W

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R=27.66

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S

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STONE CULVERT

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EAST PLACE

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CHATSWORTH PLACE

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2 STY.

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STONE

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1 STY.

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BLOCK

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1 STY. BLOCK

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1 STY.

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BRICK

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1.5" G

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4" G

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STEEL

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PAVILION

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8" G

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8" G

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1.5" G

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E-BOX(R)

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12" PIPE

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24" PIPE

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PUMP

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STATION

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(R)

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G

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(R)

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(R)

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(R)

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G

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PUMP

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STATION

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(ABAND)

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R=30.29

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E

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R=30.73

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E

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R=29.89

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E

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DRAIN

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DRAIN

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SIGN

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MH ON DEBRIS PILE

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(R)

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(R)

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S

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FIFTH AVENUE

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FIFTH AVENUE

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OBJ

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CONC

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PORTMAN ROAD

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S

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MH Not found

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S

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Wooded Area

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Press Box

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Conc. Curb

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SOCCER FIELD (SKIDELSKY FIELD)

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LAWN

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CONTROL POINT R-15 PK NAIL IN WALK EL. 30.81 E1046896.5034 N 277968.0203

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CONTROL POINT R-16 X-CUT IN CONC. WALK EL. 30.28 E1047059.5226 N 277834.1178

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GATE

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FOSINA BUILDING

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GARAGES

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FIELD HOUSE

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25' SANITARY SEWER EASEMENT

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STUMP

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D

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(R)

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(R)

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(R)

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1.5" G

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+

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WARNING: IT IS A VIOLATION OF SECTION 7209.2 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER IN ANY WAY PLANS, SPECIFICATIONS, PLATES OR REPORTS TO WHICH THE SEAL OF A PROFESSIONAL ENGINEER HAS BEEN APPLIED. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

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PLAYGROUND REMEDIATION WORK LOCATION

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PARK ENTRANCE

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SECONDARY PARK ENTRANCE

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FIFTH AVENUE

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FIFTH AVENUE

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PORTMAN ROAD

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF

E18

F13

F14

F15

F18

35.40

34.40

31.10

32.70

30.3030.70

31.70

33.60

31.50

29.90

HP 31.60

+

32

31.18

+

33

34

34.5

4CLF

4CLF

4C

LF

4CLF

4CLF

4CLF

4CLF 4CLF 4CLF

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF 4CLF 4CLF

4CLF

30.40

+

30.70

+

3433

32

33 34

34 3332

31

32

31.10 +

31.30

+

33

32 31

30.70

+

31.14

+

31.14

+ 31.14+

31.14+

31.06

+

31.87

+

32.04+

31.33

+

32.53

+

31.61+

31.59

+

31.34+

31.47

+

30.20

+

30.85

+

30.65

+ ++

+ +

++

30

30.64

+

30.96

+

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Permit-Seal

Drawing No.

Clie

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ct

Sheetof

Project Number:

Revision




FLO

WER

S (C

ITY) P

ARK

PLAY

GRO

UND

"LEG

ACY"

REM

EDIA

TION

WO

RK -

2017

FILE

NO:

17-0

30PR

OJE

CT N

O:

14-1

50-P

5NE

W R

OC

HELL

E, N

EW Y

ORK

192310803

0 6

ByRe

visio

nAp

pd.

YY.M

M.D

D

U:\1

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0803

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Exist

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2017

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0:29

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2017

.07.

17

EXISTING CONDITIONS PLAN

3

C-03

1 inch = ft.

( IN FEET )

GRAPHIC SCALE0

20 20 40

20

8010

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BIT

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35

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CB

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10" ST

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D

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L

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L

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V

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TREE(W/SIZE)

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SIGN

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GUARD POST

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GATE POST

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POST

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10.00(FIELD)

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R=10.00

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DROP CURB

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BITUMINOUS

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CHAIN LINK FENCE

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CONCRETE

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FENCE

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CURB

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PAVED

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BUILDING

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HYDRANT

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RETAINING WALL

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WALL

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TRAFFIC SIGNAL POLE

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DRAIN (SQUARE)

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SEWER MANHOLE

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DRAIN (ROUND)

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ORNAMENTAL LIGHT POLE

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METAL LIGHT POLE

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SPOT ELEVATION

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RIM ELEVATION

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CATCH BASIN

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DROP INLET

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BIT

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CLF

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CONC

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12"

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CB

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D

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S

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D

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DI

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DOUBLE METAL LIGHT POLE

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10.0(AERIAL)

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SWAMP

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TOP OF CURB

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BOTTOM OF CURB

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TC 10.00

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BC 10.00

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FP

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FLAGPOLE

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GUY

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GUYPOLE

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GUYWIRE

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BUSH

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UTILITY POLE

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WOOD LIGHT POLE

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OBJECT

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OBJ

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INTERMEDIATE CONTOUR

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INDEX CONTOUR

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INTERMEDIATE CONTOUR DEPRESSION

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INDEX CONTOUR DEPRESSION

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30

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30

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UNKNOWN MANHOLE

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X

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,

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TREE OBSCURED

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WETLAND LINE W/FLAG

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RECORD

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(R)

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GAS VALVE

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WATER VALVE

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G

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W

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WATER MANHOLE

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W

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FILLED WITH DEBRIS

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NO VISIBLE PIPES

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FWD

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NVP

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I=5.00

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INVERT ELEVATION

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WATER UTILITY LINE

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ELECTRIC UTILITY LINE

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OVERHEAD UTILITY LINE

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GAS UTILITY LINE

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STORM UTILITY LINE

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SANITARY UTILITY LINE

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8" W

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E

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AE/T

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4' G

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12" ST

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8" SAN

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FLOW ARROW

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NOTES:

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PAINTED LINE

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A5

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1.TOPOGRAPHIC MAP PREPARED BY PHOTOGRAMMETRIC METHODS FROM TOPOGRAPHIC MAP PREPARED BY PHOTOGRAMMETRIC METHODS FROM AERIAL PHOTOGRAPHY DATED 4-15-08. THE SOCCER FIELD AREA AND THE WETLAND FLAGS WERE FIELD SURVEYED ON 7-21-08.

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3.VERTICAL ELEVATIONS ARE BASED ON THE CITY OF NEW VERTICAL ELEVATIONS ARE BASED ON THE CITY OF NEW ROCHELLE DATUM WHICH IS 4.127 FEET BELOW THE U.S.C.&G.S. DATUM OF MEAN SEA LEVEL AT SANDY HOOK, NEW JERSEY.

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4.THE UNDERGROUND AND OVERHEAD UTILITIES SHOWN ON THIS THE UNDERGROUND AND OVERHEAD UTILITIES SHOWN ON THIS MAP HAVE BEEN DETERMINED BY STANDARD SURVEY PRACTICE AND AVAILABLE RECORD INFORMATION. THE USER IS CAUTIONED THAT THE UNDERGROUND UTILITY LOCATIONS ARE NOT GUARANTEED, NOR IS THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES, WHETHER FUNCTIONAL OR ABANDONED WITHIN THE PROJECT AREA ARE SHOWN ON THIS MAP.

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2.GRID VALUES SHOWN HEREON ARE NYSP, 1983, LONG ISLAND ZONE.GRID VALUES SHOWN HEREON ARE NYSP, 1983, LONG ISLAND ZONE.

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LEGEND

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5. THIS MAP HAS BEEN MODIFIED TO INCLUDE VARIOUS CONSTRUCTION THIS MAP HAS BEEN MODIFIED TO INCLUDE VARIOUS CONSTRUCTION PHASES THAT HAVE BEEN CONSTRUCTED SINCE THE TIME OF THE ORIGINAL SURVEY. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE OWNER PRIOR TO THE START OF CONSTRUCTION. 6. EXACT LOCATION OF ALL PLAY EQUIPMENT SHALL BE CONFIRMED IN EXACT LOCATION OF ALL PLAY EQUIPMENT SHALL BE CONFIRMED IN THE FIELD

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EXISTING AGE 5-12 PLAY EQUIPMENT (SEE NOTE 6)

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SEE NOTE 6

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EXISTING BENCHES AND CONCRETE PAD (TYP.)

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EXISTING 2'x2' RUBBER SAFETY SURFACE TILES

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EXISTING SPLASH PAD

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EXISTING SWINGS

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF

E18

F13

F14

F15

F18

HP 31.60

+

32

33

34

34.5

4CLF

4C

LF

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF 4CLF

30.40+

30.70

+

3433

32

33 34

34 3332

31

32

33

32 31

30.70

+

31.14

+

31.14

+ 31.14+

31.14+

31.06

+

31.87

+

32.04+

31.33

+

32.53

+

31.61+

31.59

+

31.34+

31.47

+

30.20+

30.85

+

30.65

+ ++

+ +

++

30

30.64

+

30.96

+

30.96+

E-10

V1V2V3V4V6

V5V7V8


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Project Number:

Revision




FLO

WER

S (C

ITY) P

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PLAY

GRO

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2017

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DEMOLITION AND REMOVALSPLAN

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1 inch = ft.

( IN FEET )

GRAPHIC SCALE0

20 20 40

20

8010

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BIT

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35

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CB

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10" ST

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D

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L

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L

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V

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DEMOLITION NOTES: 1. UNLESS OTHERWISE NOTED, ALL PLAY EQUIPMENT IS TO UNLESS OTHERWISE NOTED, ALL PLAY EQUIPMENT IS TO REMAIN AND SHALL BE PROTECTED DURING ALL PHASES OF CONSTRUCTION. ANY DAMAGE TO THE EQUIPMENT SHALL BE REPORTED TO THE OWNER AND BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE AND MUST BE ACCEPTED BY THE OWNER. 2. ALL MATERIAL DESIGNATED FOR REMOVAL SHALL BE ALL MATERIAL DESIGNATED FOR REMOVAL SHALL BE COMPLETELY REMOVED FROM SITE INCLUDING EXCESS SOIL, UNLESS OTHERWISE NOTED OR AGREED UPON BY OWNER. ABSOLUTELY NO MATERIALS(S) SHALL BE STOCKPILED OR STORED WITHIN THE DRIPLINE LIMITS OF EXISTING TREES. 3. THE CONTRACTOR SHALL CAREFULLY CUT EXISTING THE CONTRACTOR SHALL CAREFULLY CUT EXISTING PAVEMENTS TO REMAIN PRIOR TO REMOVAL. ALL EXISTING CURBING, PAVEMENTS AND OTHER AMENITIES THAT MIGHT INTERFERE WITH THE NEW WORK SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 4. ALL PUBLIC OR PRIVATE PROPERTY DISTURBED AS A RESULT ALL PUBLIC OR PRIVATE PROPERTY DISTURBED AS A RESULT OF CONSTRUCTION OPERATIONS SHALL BE RESTORED TO ORIGINAL CONDITIONS AS DIRECTED BY THE ENGINEER AT NO ADDITIONAL COST TO THE OWNER. 5. STAGING AREAS AND MATERIAL STOCK PILES SHALL BE LIMITED STAGING AREAS AND MATERIAL STOCK PILES SHALL BE LIMITED WITHIN THE SITE AND LOCATED SO AS NOT TO INTERFERE WITH PUBLIC PEDESTRIAN OR VEHICULAR TRAFFIC ADJACENT TO THE SITE UNLESS OTHERWISE APPROVED BY THE CITY OF NEW ROCHELLE. 6. PLAYGROUND IS LOCATED ON CITY PROPERTY. CONTRACTOR PLAYGROUND IS LOCATED ON CITY PROPERTY. CONTRACTOR LAYGROUND IS LOCATED ON CITY PROPERTY. CONTRACTOR SHALL REQUEST CITY OF NEW ROCHELLE DPW TO MARK OUT KNOWN LOCATIONS OF UTILITIES PRIOR TO BEGINNING WORK. . THE CONTRACTOR SHALL PROTECT EXISTING UTILITIES AND STRUCTURES. THOSE DAMAGED SHALL BE REPAIRED TO EXISTING OR BETTER CONDITIONS IN A TIMELY MANNER AT THE CONTRACTORS EXPENSE. CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL SUBSURFACE UTILITIES PRIOR TO THE START OF WORK. 7. UNDERGROUND UTILITIES DEPICTED HEREIN ARE BASED ON UNDERGROUND UTILITIES DEPICTED HEREIN ARE BASED ON UTILITY EVIDENCE VISIBLE AT GROUND SURFACE AND LOCATED FROM FIELD SURVEY. SAID UTILITIES HAVE BEEN COMPILED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. THIS INFORMATION IS TO BE CONSIDERED APPROXIMATE AND THE ENGINEER AND/OR LANDSCAPE ARCHITECT DO NOT TAKE RESPONSIBILITY FOR SUBSEQUENT ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS PLAN AS A RESULT. THE ENGINEER/LANDSCAPE ARCHITECT FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN HEREON ARE IN THE EXACT LOCATION INDICATED. THE ENGINEER/LANDSCAPE ARCHITECT HAS NOT PHYSICALLY LOCATED ANY UNDERGROUND UTILITIES SHOWN HERE ON. ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, THE EXISTENCE OF WHICH ARE UNKNOWN TO THE ENGINEER/LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL UTILITIES PRIOR TO ANY EXCAVATION. CALL BEFORE YOU DIG 1-800-922-4455. CALL BEFORE YOU DIG 1-800-922-4455. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF ALL CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF ALL DEBRIS DURING CONSTRUCTION. DURING EARTH MOVING ACTIVITIES, THE CONTRACTOR SHALL SEPARATE DELETERIOUS MATERIALS INCLUDING BUILDING DEBRIS, ROCKS, GARBAGE, METAL, ETC. AT NO TIME DURING DEMOLITION SHALL ANY DELETERIOUS MATERIALS BE BURIED ON THE SITE; IT SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 9. ALL ITEMS NOTED ON THE PLANS AS "TO REMAIN" SHALL BE ALL ITEMS NOTED ON THE PLANS AS "TO REMAIN" SHALL BE PROTECTED AT ALL TIMES DURING CONSTRUCTION AND IF DAMAGED SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE AND AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 10. CITY DPW TO REMOVE ONE BENCH AND STORE. CONTRACTOR TO CITY DPW TO REMOVE ONE BENCH AND STORE. CONTRACTOR TO SAWCUT AND REMOVE A SMALL PORTION OF CONCRTETE PAD AND CURB AS INDICATED. OTHER BENCH AND REMAINDER OF CONCRETE OTHER BENCH AND REMAINDER OF CONCRETE OTHER BENCH AND REMAINDER OF CONCRETE PAD TO REMAIN. PROTECT BENCH AND PAD FROM DAMAGE DURING CONSTRUCTION. 11. LOCATION OF PLAY EQUIPMENT SHOWN ON THE DRAWING ARE FROM LOCATION OF PLAY EQUIPMENT SHOWN ON THE DRAWING ARE FROM PLAY EQUIPMENT DOCUMENTS. EXACT LOCATION OF ALL PLAY EQUIPMENT SHALL BE FIELD VERIFIED BY CONTRACTOR.

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REMOVALS LEGEND

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X 30.38

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EXISTING SPOT ELEVATION

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CONSTRUCTION FENCE

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PAVEMENT SAW CUT LINE

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SAWCUT CURB AND REMOVE

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TREE PROTECTION FENCE

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LIMIT OF WORK LINE

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RUBBER TILES AND ASPHALT BASE REMOVAL AND DISPOSAL

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PROTECT EXISTING 4' CHAIN LINK FENCE AND CONCRETE CURB DURING CONSTRUCTION. (TYP.)

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SWINGS TO REMAIN AND BE PROTECTED DURING THE DURATION OF CONSTRUCTION (TYP.)

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PROTECT EXISTING CURB DURING CONSTRUCTION. (TYP.)

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INLET PROTECTION (TYP. ALL DRAINS WITHIN SAFETY SURFACE AREAS)

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PROTECT EXISTING SPLASH PAD AREA (CONTRACTOR SHALL NOT STORE MATERIALS ON THIS SURFACE, OR DRIVE OR USE EQUIPMENT ON THIS SURFACE AT ANY TIME.)

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PLAY EQUIPMENT TO REMAIN AND BE PROTECTED DURING THE DURATION OF CONSTRUCTION (TYP.)

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EXISTING CONCRETE CURB TO REMAIN, PROTECT DURING CONSTRUCTION. (TYP.)

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SAWCUT CURB AND REMOVE

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INLET PROTECTION

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CONSTRUCTION FENCE (TYP.)

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SINGLE BENCH AND ONE-HALF CONCRETE PAD TO REMAIN. PROTECT FROM DAMAGE DURING CONSTRUCTION (SEE NOTE 10.)

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PLAY EQUIPMENT TO REMAIN AND BE PROTECTED DURING THE DURATION OF CONSTRUCTION (TYP.)

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CONCRETE PAD AND BENCH TO REMAIN PROTECTED DURING CONSTRUCTION

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CONCRETE PAD AND BENCH TO REMAIN PROTECTED DURING CONSTRUCTION

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CONCRETE PAD AND BENCH TO REMAIN, PROTECT DURING CONSTRUCTION

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CONSTRUCTION GATE

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CONSTRUCTION LIMIT LINE (TYP.)

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CITY DPW/P&R TO REMOVE ONE BENCH AND STORE. (SEE NOTE 10.)

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PLAY EQUIPMENT TO BE REMOVED AND STORED FOR RELOCATION WITHIN PLAYGROUND. PROTECT DURING THE DURATION OF CONSTRUCTION (TYP.)

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CITY PARKS & REC STAFF TO REMOVE AND TO REMOVE AND STORE PLAY STEPPERS TO BE RELOCATED. CONTRACTOR SHALL RELOCATE STEPPERS SHALL RELOCATE STEPPERS WITHIN PLAYGROUND AND PROTECT DURING THE DURATION OF CONSTRUCTION (TYP.)

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NOTE: EXACT LOCATION OF ALL PLAY EQUIPMENT SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. PLAYGROUND LAYOUT SHOWN HERE WAS TAKEN FROM PREVIOUS CONSTRUCTION DOCUMENTS AND MAY HAVE BEEN INSTALLED SLIGHTLY DIFFERENT THAN WHAT IS SHOWN

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CITY PARKS & REC STAFF TO REMOVE AND TO REMOVE AND STORE PLAY STEPPERS TO BE RELOCATED. CONTRACTOR SHALL RELOCATE STEPPERS SHALL RELOCATE STEPPERS WITHIN PLAYGROUND AND PROTECT DURING THE DURATION OF CONSTRUCTION (TYP.)

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CITY PARKS & REC STAFF TO REMOVE TO REMOVE AND DISPOSE OF ALL RUBBER TILES. CONTRACTOR SHALL REMOVE AND DISPOSE SHALL REMOVE AND DISPOSE OF ASPHALT BASE MATERIAL. (TYP.)

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CONTRACTOR TO SAWCUT AND REMOVE SMALL PORTION OF CONCRTETE PAD. (SEE NOTE 10.)

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CITY STAFF DEMOLITION NOTES: 1. CITY PARKS AND RECREATION MAINTENANCE STAFF WILL CITY PARKS AND RECREATION MAINTENANCE STAFF WILL REMOVE AND DISPOSE OF THE EXISTING RUBBER SAFETY SURFACE TILES. 2. CITY PARKS AND RECREATION MAINTENANCE STAFF WILL CITY PARKS AND RECREATION MAINTENANCE STAFF WILL REMOVE AND STORE (1) BENCH, (6) MINI POD TOAD STOOLS, AND (6) TOAD STOOL SEATS PRIOR TO REINSTALLATION OF BENCH AND EQUIPMENT.

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CONTRACTOR SHALL REMOVE, STORE SHALL REMOVE, STORE AND RELOCATE (3) STUMPS

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CONTRACTOR SHALL REMOVE, SHALL REMOVE, STORE AND RELOCATE (3) STUMPS

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF

E18

F13

F14

F15

F18

35.40

34.40

31.10

32.70

30.3030.70

31.70

33.60

31.50

29.90

HP 31.60

+

32

33

34

34.5

4CLF

4C

LF

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF

4CLF 4CLF

30.40+

30.70

+

3433

32

33 34

34 3332

31

32

33

32 31

30.70

+

31.14

+

31.14

+ 31.14+

31.14+

31.06

+

31.87

+

32.04+

31.33

+

32.53

+

31.61+

31.59

+

31.34+

31.47

+

30.20+

30.85

+

30.65

+ ++

+ +

++

30

30.64

+

30.96

+

30.96+

E-10

V1V2V3V4V6

V5V7V8


ByIss

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Appd

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W H

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TICUT

065

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Permit-Seal

Drawing No.

Clie

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roje

ct

Sheetof

Project Number:

Revision




FLO

WER

S (C

ITY) P

ARK

PLAY

GRO

UND

"LEG

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REM

EDIA

TION

WO

RK -

2017

FILE

NO:

17-0

30PR

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14-1

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5NE

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192310803

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17

LAYOUT AND MATERIALS PLAN

5

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1 inch = ft.

( IN FEET )

GRAPHIC SCALE0

20 20 40

20

8010

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BIT

AutoCAD SHX Text

35

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CB

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10" ST

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D

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L

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L

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V

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LEGEND

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X 30.38

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EXISTING SPOT ELEVATION

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NEW SAFETY SURFACE COLOR A: (BLUE SAND; 2' x 2' PANELS)

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NEW SAFETY SURFACE COLOR C: (MULTI GRAIN; 2' x 2' PANELS)

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NEW SAFETY SURFACE COLOR B: (SPRING MEADOW; 2' x 2' PANELS)

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NEW SAFETY SURFACE COLOR LEGEND

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(NOTE: FOR INSTALLATION SEE SPECIFICATION SECTION 321818)

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NOTES 1. PLAYGROUND IS LOCATED ON CITY PROPERTY. CONTRACTOR PLAYGROUND IS LOCATED ON CITY PROPERTY. CONTRACTOR SHALL REQUEST CITY OF NEW ROCHELLE DPW TO MARK OUT KNOWN LOCATIONS OF UTILITIES PRIOR TO BEGINNING WORK. 2. LOCATIONS OF ALL UTILITIES AND SUBSURFACE LOCATIONS OF ALL UTILITIES AND SUBSURFACE STRUCTURES WERE DETERMINED FROM VARIOUS SOURCES AND BY LIMITED OBSERVATIONS MADE IN THE FIELD AND ARE CONSIDERED APPROXIMATE AND NOT NECESSARILY COMPLETE BOTH AS TO SIZE AND LOCATION AND ARE INDICATED ON THESE DRAWINGS TO GIVE THE CONTRACTOR A GENERAL IDEA OF EXISTING CONDITIONS IN THE FIELD. THE CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL EXISTING UTILITIES WITHIN THE WORK LIMITS. THE CONTRACTOR SHALL CALL 1-800-962-7962 OR 811 "DIG SAFELY NEW YORK" TWO DAYS BEFORE BEGINNING ANY EXCAVATION AT THE SITE. 3. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO "NEW YORK STATE DOT STANDARDS AND SPECIFICATIONS 2008" LATEST EDITION, UNLESS OTHERWISE SPECIFIED WITHIN. 4. ALL POINTS AND DIMENSIONS SHOWN FOR PLAYGROUND ALL POINTS AND DIMENSIONS SHOWN FOR PLAYGROUND LAYOUT ARE FROM THE INSIDE EDGE OF CONCRETE CURB (CURB SHELF IS EXCLUDED FROM DIMENSION). 5. LAYOUT OF PLAYGROUND CURBS AND EQUIPMENT SHALL LAYOUT OF PLAYGROUND CURBS AND EQUIPMENT SHALL BE REVIEWED AND APPROVED BY ENGINEER PRIOR TO ANY CONSTRUCTION TAKING PLACE. 6. YARD DRAIN TOP OF FRAMES AND INVERTS SHOULD BE YARD DRAIN TOP OF FRAMES AND INVERTS SHOULD BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. ELEVATIONS SHOWN WERE TAKEN FROM PREVIOUS CONSTRUCTION DOCUMENTS AND MAY HAVE BEEN ADJUSTED OR INSTALLED SLIGHTLY DIFFERENT THAN WHAT IS SHOWN. 7. ANY STEPPERS TO BE RELOCATED SHALL BE STORED AND ANY STEPPERS TO BE RELOCATED SHALL BE STORED AND PROTECTED UNTIL INSTALLED. 8. ANY EQUIPMENT DAMAGED DURING THE CONSTRUCTION ANY EQUIPMENT DAMAGED DURING THE CONSTRUCTION PROCESS SHALL BE REPLACED AT THE CONTRACTORS EXPENSE. 9. ALL WORK SHALL BE COMPLETED BY A CERTIFIED NPSI ALL WORK SHALL BE COMPLETED BY A CERTIFIED NPSI PLAYGROUND INSTALLER. 10. ALL NEW CONCRETE PAVEMENT SHALL BLEND WITH EXISTING ALL NEW CONCRETE PAVEMENT SHALL BLEND WITH EXISTING CONCRETE PAVEMENT FLUSH AND SMOOTHLY IN ORDER TO CREATE ONE UNIFORM TRANSITION SURFACE. 11. ALL AREAS DISTURBED BY GRADING AND PLACEMENT OF ALL AREAS DISTURBED BY GRADING AND PLACEMENT OF PAVEMENT SHALL RECEIVE TOPSOIL AND LAWN SEED PER THE DETAIL AND SPECIFICATIONS. 12. CURB ALIGNMENT MUST BE FIELD VERIFIED SO IT MEETS OR CURB ALIGNMENT MUST BE FIELD VERIFIED SO IT MEETS OR EXCEEDS PLAYGROUND SAFETY ZONE STANDARDS. 13. SIDEWALK ALIGNMENT MUST BE FIELD VERIFIED BASED ON SIDEWALK ALIGNMENT MUST BE FIELD VERIFIED BASED ON APPROVED LOCATION OF PLAYGROUND CURB.

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CONSTRUCTION FENCE

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LIMIT OF WORK LINE

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EXISTING YARD DRAIN. (SEE NOTE 6) TF. = 30.75 INV. = 27.89

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SAFETY SURFACE COLOR B (TYP.)

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SAFETY SURFACE COLOR C (TYP.)

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SAFETY SURFACE COLOR A (TYP.)

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SAFETY SURFACE COLOR B (TYP.)

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SAFETY SURFACE COLOR A (TYP.)

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SAFETY SURFACE COLOR C (TYP.)

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(2) TOAD STOOL SEAT STEPPERS ARE TO BE STEPPERS ARE TO BE ARE TO BE ARE TO BE RELOCATED SO AS TO HAVE NO MORE THAN 12" DISTANCE BETWEEN THEM. LOCATIONS TO BE FIELD VERIFIED AND APPROVED BY CERTIFIED PLAYGROUND INSTALLER.

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RELOCATE (1) TOAD STOOL SEAT TOAD STOOL SEAT STEPPER AND (1) STUMP. SHALL BE NO LESS THAN 6'-0" AWAY FROM CURB.

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REINSTALL BENCH

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NEW CONCRETE CURB.

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5

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C-06

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DISTANCE BETWEEN EQUIPMENT AND CURB SHALL BE NO LESS THAN 6'-0"

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DISTANCE BETWEEN EQUIPMENT AND CURB SHALL BE NO LESS THAN 6'-0"

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(4) MINI POD TOAD STOOLS, AND (2) MINI POD TOAD STOOLS, AND (2) TOAD STOOL SEAT STEPPERS ARE TO BE STEPPERS ARE TO BE RELOCATED SO AS TO HAVE NO MORE THAN 18" DISTANCE BETWEEN THEM. LOCATIONS TO BE FIELD VERIFIED AND APPROVED BY CERTIFIED PLAYGROUND INSTALLER.

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2

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C-06

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C-06

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C-06

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PLAY AREA

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NEW 2'x2' RUBBER SAFETY SURFACE TILES (TYP.)

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CONCRETE CURB MODIFICATION

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(2) MINI POD TOAD STOOLS, AND (1) TOAD MINI POD TOAD STOOLS, AND (1) TOAD STOOL SEAT STEPPERS ARE TO BE RELOCATED SO STEPPERS ARE TO BE RELOCATED SO ARE TO BE RELOCATED SO ARE TO BE RELOCATED SO AS TO HAVE NO MORE THAN 18" DISTANCE BETWEEN THEM. LOCATIONS TO BE FIELD VERIFIED AND APPROVED BY CERTIFIED PLAYGROUND INSTALLER.

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3

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C-06

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2

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C-06

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4

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C-06

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2

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C-06

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3

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C-06

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2

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C-06

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3

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C-06

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2

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C-06

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2

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2

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STRAIGHT CURB SECTION L12'-0" +/-

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(3) STUMPS ARE TO BE RELOCATED SO AS TO HAVE NO MORE THAN 12" DISTANCE BETWEEN THEM. LOCATIONS TO BE FIELD VERIFIED AND APPROVED BY CERTIFIED PLAYGROUND INSTALLER.


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4" 1912"

6"

21 4"

21 4"

FINISHED GRADESEE LAYOUT PLANFOR PAVEMENT

FINISHED GRADESEE LAYOUT PLANFOR PAVEMENT

FRONT ELEVATION SIDE ELEVATION BACK ELEVATION

MIN. DEPTH OFEMBEDMENT

1/2" STAINLESS STEELANCHOR BOLT

CONCRETE PAVEMENT

MIN. DEPTH OFIMBEDMENTCL CL

21 4"

6"6"

6" GRAVEL BASE

COMPACTED SUB-GRADE

6"6"

CONCRETE PAD

6" GRAVEL BASE

COMPACTEDSUB-GRADE

CONCRETE PADXXXX XXX X

6x6 10/10 WWF

6x6 10/10 WWF

6x6 10/10 WWF

XXXX XXX XXXXX XXX X XXX XXX X XX X

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RUBBER SAFETY SURFACE TILES

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SCALE: N.T.S.

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2

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COMPACTED SUB-GRADE

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SAFETY SURFACE TILES (4.25" THICKNESS FOR 8' FALL HEIGHT)

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FINISH GRADE

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NOTES: 1. FOR COLORS SEE PLAY AREA SAFETY SURFACE COLOR FOR COLORS SEE PLAY AREA SAFETY SURFACE COLOR LEGEND ON PLANS 2. CONTRACTOR TO VERIFY THAT FINAL TILES INSTALLED ARE OF CONTRACTOR TO VERIFY THAT FINAL TILES INSTALLED ARE OF THE CORRECT FALL HEIGHT FOR ALL PLAY EQUIPMENT. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT.

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5" REINFORCED CONCRETE (CLASS C)

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4" COMPACTED GRAVEL BASE

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COMPACTED SUBGRADE

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SEE ENLARGEMENT - CURB MODIFICATION OR NEW CONCRETE CURB. (SEE PLANS FOR LOCATIONS)

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COMPACTED GRAVEL BASE

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9" FLUSH CONCRETE CURB WITH 4" SHELF FOR SAFETY SURFACE

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PROPOSED CONDITIONS

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1'-0"

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6"

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FLUSH

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ENLARGEMENT - CONCRETE CURB MODIFICATION

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SCALE: N.T.S.

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3

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RUBBER SAFETY SURFACE TILES (EXISTING CONDITIONS) - REFERENCE ONLY

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SCALE: N.T.S.

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1

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COMPACTED SUBGRADE

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SAFETY SURFACE TILES

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FINISH GRADE

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COMPACTED SUBGRADE

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EXISTING COMPACTED GRAVEL BASE

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EXISTING CONCRETE CURB (TYP.)

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FLUSH

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EXISTING 4 - #3 CONT. BETWEEN EXP. JOINTS (EXPANSION JOINTS EVERY 20')

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WRAP DOWEL BAR IN TAR PAPER OR PLASTIC

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DRILL AND EPOXY " DOWELS 12" DOWELS INTO EXISTING CURB, 5" APART

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12" EXPANSION JOINT

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SYNTHETIC FIBER REINFORCED CONCRETE

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6x6 10/10 WWF

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NOTES: 1. STAGGER TOP AND BOTTOM DOWELS. STAGGER TOP AND BOTTOM DOWELS. 2. LOCATE DOWELS 12" O.C.LOCATE DOWELS 12" O.C.

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TRIM TILE STANTIONS AND GLUE USING MANUFACTURER ADHESIVE TO 4" CONCRETE SHELF (SEE SPECIFICATIONS FOR ADHESIVE TYPE)

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COORDINATE DEPTH OF NEW "SHELF" WITH TILE MANUFACTURER FOR THE CORRECT TILE THICKNESS AND FALL HEIGHT

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NEW CONCRETE CURB

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SCALE: N.T.S.

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4

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COMPACTED SUBGRADE

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SAFETY SURFACE TILES

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FINISH GRADE

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SYNTHETIC FIBER REINFORCED CONCRETE

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COMPACTED SUBGRADE

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NEW CONCRETE CURB (TYP.)

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TRIM TILE STANTIONS AND GLUE USING MANUFACTURER ADHESIVE TO 4" CONCRETE SHELF (SEE SPECIFICATIONS FOR ADHESIVE TYPE)

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FLUSH

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DRILL AND EPOXY " DOWELS 12" DOWELS INTO EXISTING CURB, 5" APART.

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4 - #3 CONT. BETWEEN EXP. JOINTS (EXPANSION JOINTS EVERY 20')

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COORDINATE DEPTH OF NEW "SHELF" WITH TILE MANUFACTURER FOR THE CORRECT TILE THICKNESS AND FALL HEIGHT

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WRAP DOWEL BAR IN TAR PAPER OR PLASTIC

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12" EXPANSION JOINT

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6x6 10/10 WWF

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NOTES: 1. STAGGER TOP AND BOTTOM DOWELS. STAGGER TOP AND BOTTOM DOWELS. 2. LOCATE DOWELS 12" O.C.LOCATE DOWELS 12" O.C.

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NEW CONCRETE BENCH PAD AND BENCH ANCHORS

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SCALE: N.T.S.

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5

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COMPACTED SUB-GRADE

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SAFETY SURFACE TILES (4" THICKNESS FALL HEIGHT)

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FINISH GRADE

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2" BITUMINOUS CONCRETE (CLASS 1)

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6" COMPACTED GRAVEL BASE

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COMPACTED SUBGRADE

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4 - #3 CONT. BETWEEN EXP. JOINTS (EXPANSION JOINTS EVERY 20')

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9" FLUSH CONCRETE CURB

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STANDARD CORNER TOOL EDGE FINISH (TYP.)

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FLUSH

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EXISTING CONDITIONS

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NOTE: THIS DETAIL IS FOR REFERENCE ONLY. THE DETAIL SHOWS THIS DETAIL IS FOR REFERENCE ONLY. THE DETAIL SHOWS THE DETAIL SHOWS THE SAFETY SURFACE TILES WITH THE CURB AS CONSTRUCTED (WITHOUT THE 3" SHELF) UNDER THE PREVIOUS CONTRACT. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS IN FIELD BEFORE CONSTRUCTION AS FIELD CONDITIONS MAY VARY FROM ACTUAL DETAIL.

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1'-0"

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6"

flowers (city) park playground legacy remediation …

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