indicative plans - dot.ny.gov · asphalt mow strip (typ.) asphalt mow strip (typ.) asphalt mow...

INDICATIVE PLANS

UNDERDECK LIGHTING MOUNTING DETAILSINDICATIVE PLANS

LD-1

QUEENS

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DESCRIPTION OF WORK:

AS-BUILT REVISIONS

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SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,

CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

ALL DIMENSIONS IN FT UNLESS OTHERWISE NOTED

D900043

KEW GARDENS INTERCHANGE IMPROVEMENTS-GRAND CENTRAL PARKWAY

5/8"

OR EQUAL

BEAM CLAMP

KINDORF E-765

LED UNDERDECK LUMINAIRE

SUPPORT BEAM

N.T.S. N.T.S.

MOUNTING DETAIL 2 (WALL MOUNT)

PROPOSED LED UNDERDECK LUMINAIRE

#3645-00300 OR EQUAL

ANCHOR STAR

INSTALL EXPANDING

FOR EXIST. CONCRETE,

NUT OR EQUAL

TYPE D-255 WITH B-914 1/2"

CONCRETE INSERT KINDORF

FOR NEW CONCRETE, INSTALL

LUMINAIRE

LED UNDERDECK

SWIVEL TYPE BRACKET ARM

(USE DOUBLE NUT OR LOCTITE)

NUT OR EQUAL, 4 REQ.

KINDORF B-910 1/2"

RODd 5/8"

H.D. GALV.

NUTS (TYP.)

DOUBLE

CHANNEL OR EQUAL

KINDORF B-900 1-1/2" 12 GA.

OR EQUAL, 4 REQ.

BOLTS AND LOCKWASHER

KINDORF 1/2" X 1-3/4" LG.

MOUNTING DETAIL 1 (BRIDGE MOUNT)

PROPOSED LED UNDERDECK LUMINAIRE OR BOTTOM OF GIRDERS

VERTICAL CLEARANCE

POINT OF MINIMUM

QUEENS

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CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:


D900043


A

B

B

VA

RIE

S

VARIES

C

C

VARIES

COLUMN DIMENSION

A

NOTES:

SECTION A-A

SECTION C-C

(SEE NOTE 1)

FOR SPLASH BLOCK

LIMITS OF EXCAVATION

EDGE OF FOOTING

SECTION B-B

PIERc

PIERc

pSTRAP

v1/2"vxv4"pSTRAPv

2"

IRON PIPE

1'-0" DIA. DUCTILE

6"

SPLASH BLOCK DETAIL - PLAN

SELECT GRANULAR FILL

5'-0"

(TY

P.)

6"

3"3"

2'-6"

2'-6"

1'-6"

1'-6"

9"

9"

6"

CONCRETE CLASS A

ASPHALT MOW STRIP (TYP.)

(MA

X.)

1'-

3"

3"

IF BATTERED PILES

0

2'-0"

IF NO BATTERED PILES

5'-

0"

(TYP.)

3" CLR.

DOWNSPOUT SYSTEM


(MA

X.)

1'-

3"

SPLASH BLOCK LENGTH VARIES

LIMIT OF CATCH BASIN EXCAVATION

(TYP.)

1'-0"

GROUND LEVEL

APPROXIMATE EXISTING

TYPE 2 (NYC)

CATCH BASIN

ON CRUSHED STONE

1'-0" DIA. PIPE

FILL

GRANULAR

SELECT

EXCAVATION (TYP.)

LIMIT OF TRENCH AND CULVERT

SHORING (TYP.)

SHEILDS AND

2'-0"

0 IF NO BATTERED PILES

IF BATTERED PILES

2'-0"

(TY

P.)

5'-

0"

(TYP.)

1'-0"

2'-0"

2'-0"


ON CRUSHED STONE

1'-0" DIA. PIPE



ASPHALT MOW STRIP

CATCH BASIN

OUTSIDE FACE OF

GRATE FOR CATCH BASIN

CAST IRON FRAME AND

DUCTILE IRON PIPEc

2% IRON PIPE

DUCTILEc

FINISHED GRADE

GRATE FOR CATCH BASIN

CAST IRON FRAME AND

COLUMN DIMENSION VARIES

N.T.S.

(DETAIL AT PIER SHOWN. DETAIL AT ABUTMENT SIMILAR)

N.T.S.


N.T.S.


N.T.S.


DESIGN STANDARDS, PAGE SE53A.

FOR THE DIMENSIONS OF CATCH BASIN TYPE 2, SEE SEWER

CLASS A CONCRETE.

ASTM A185. CONCRETE FOR SPLASH BLOCKS SHALL CONFORM TO

WELDED WIRE FABRIC FOR SPLASH BLOCKS SHALL CONFORM TO

AND STANDARD HOOKS, SEE SEWER DESIGN STANDARDS, PAGE SE60.

STANDARDS, PAGES SE58-SE59. FOR DETAILS OF STANDARD C.I. HOOD

FOR DETAILS OF C.I. FRAME AND GRATE, SEE SEWER DESIGN

INCLUDED.

STRUCTURE AND MORTARING AROUND THE PIPE SHALL BE

STRUCTURE, THE WORK OF BREAKING INTO THE DRAINAGE

WHEN A NEW PIPE IS TO BE CONNECTED TO AN EXISTING DRAINAGE

TO THE START OF EXCAVATION.

PROPOSED TOP ELEVATION OF THE HIGHEST ENTERING PIPE PRIOR

THE FILL IS TO BE COMPACTED TO A HIEGHT OF 1'-0" ABOVE THE

WHERE DRAINAGE STRUCTURES ARE TO BE PLACED IN FILL AREAS,

FOOTING SO THAT THE FOOTING IS NOT DISTURBED OR UNDERMINED.

USE SPECIAL CARE WHEN EXCAVATING ADJACENT TO EXISTING

6.

5.

4.

3.

2.

1.

(SEE NOTE 5)

6x6x#6 EACH WAY

WELDED WIRE FABRIC

(SEE NOTE 4)

STANDARD HOOKS

STANDARD C.I. HOOD AND

SPLASH BLOCK DETAILSDRAINAGE DOWNSPOUT AND

INDICATIVE PLANS

DRD-1

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LEGEND

GCP TO WB UNION TPKE

RFK BRIDGE

UNION TPKE TO GCP /

TO REMAIN

STEEL WATER MAIN

EXISTING 60"

TO REMAIN

STEEL WATER MAIN

EXISTING 60"

TO REMAIN

STEEL WATER MAIN

EXISTING 60"

UNION T

URNPIKE T

O WB GCP

EXISTING WATER MAIN TO REMAIN

WB UNION TURNPIKE

EB GCP TO WB JRP

EB JRP T

O WB CGP

WB GRAND CENTRAL PKWY

WB JACKIE ROBINSON PKWY

EB GRAND CENTRAL PKWY

EB JACKIE ROBINSON PKWY

TO UNION T

PKE / MAIN

ST

EB UNION TURNPIKE UNION TPKE TO EB GCP


WB GRAND CENTRAL PKWY

WB GRAND CENTRAL PKWYEB

UNION

TURNPIKE

0 15 30 45 60'15

1" = 30'

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CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:


SEWER PIPE

PROPOSED 42" STORM

141ST ST

REET

134T

H ST

REET

135T

H ST

REET

SANITARY SEWER

EXISTING 66"

SEWER PIPE

EXISTING 66" COMBINED

MANHOLES

EXISTING SEWER

MANHOLE

EXISTING SEWER

MANHOLE

EXISTING SEWER

36" STEEL WATER MAIN

CUT AND CAP EXISTING

36" WATER TRUNK MAIN

REMOVE/ABANDON EXISTING

TRUNK MAIN

EXISTING 36" WATER

REMOVE/ABANDON

EXISTING HYDRANT

REMOVE/ABANDON

REMOVED / ABANDONED

EXISTING WATER MAIN TO BE

UTC-1

EAS

T

PA

RK

DRIV

E

ST

RE

ET

138

TH

PL

ACE

VLEIG

H

OUTLET W/ CHAMBER

EXISTING ACCESS MH

(SEE NOTE NO. 2)

30" STEE WATER MAIN

REMOVE / ABANDONED EXISTING

(SEE NOTE NO. 2)

36" WATER TRUNK MAIN

REMOVE/ABANDON EXISTING

HYDRANT

EXISTING AIR COCK

SHEET NO. UTC-2)

REPLACED (SEE DETAIL

TO BE REMOVED AND

EXISTING REGULATORS

MAIN SHALL BE HYDRAULICALLY FILLED AS PER DEP SPECIFICATIONS.

PROPOSED PAVEMENT SHALL BE REMOVED. ABANDONED 36" TRUNK

SPECIFICATIONS. SECTIONS OF PIPES DIRECTLY UNDER THE

CHAMBER AND CONNECTIONS SHALL BE ABANDONED AS PER DEP

2. EXISTING 36" TRUNK MAIN / TRUNK MAIN CHAMBER / BLOW OFF

DRAWINGS.

INSULATED JOINT DETAILS, SEE NYCDEP WATERMAIN STANDARD

1. FOR REGULATOR, INLET VALVE IN CHAMBER, HYDRANT AND

NOTES:

UTILITY CONFLICT MAP

REMOVAL PLAN-1

EXISTING 36" NYCDEP WATERMAIN

INDICATIVE PLANS

INV=29.88'

INV=30.80'

~

S

FD

NYC

FD

FD

NYC

FDNY-

MH

12"

2" C

(3) 4" C

33" RCP

RIM=20.36'

RIM=48.26'

42"

RCP

RIM=90.98'

NYC SEWER

RIM=68.14'RIM=68.59'

RIM=68.84'

RIM=82.00'

CALL BOXFDNYC

FDNYC

RIM=62.02'

RIM=74.01'

INV=69.55'INV=69.85'

RIM=61.59'

PAVED OVER

S

S

RIM=39.90'

SEALED COVER

RIM=69.61'

139TH STREET

RIM=87.98'

24" VCP

24" VCP

TF=68.01'

24" VCP

24" VCP

18" VCP

24" VCP

RIM=50.46'

RIM

=47.54'

CONNECTEDSYSTEM

RIM

=11.7

51

INV=5.661

(3) 100mm C

50mm C

RIM=6.2

05

450

mm

R.C.P.

CALL BOXFDNYC

FDNYC

825mm RCP

INV=5.661

FD

NY

C

FD

FD

NY

C

9.038

TBM=

EL=13.253

W-5

ITS-1=8.443

11.317HUB=

9.616HUB=

HUB=8.972

E

FD

NY-

MH

WW

W

W

VAULT

CONC WALK

ON POL

EPED

SIGNAL

ON POLEPED SIGNAL

WITH LIGHT

RFM

CONCRETE

2X2LUKP

WITH LIGHT

2x2

ASPHALT

CONCRETE

CONCRETE

ASPHALT

CURB REMOVE

D

ASPHALTCONCRETE

CONCRETE ASPHALT

CONCRETE

BACK

OF WAL

L OB

SCURED

TOP C

ENTER

WALL

W

W

W

WW

W

W

W

W

S

CURB

CONC.

WALK

CONC. WALK

8"

4"

4x3"4"

4"

5"

5"

POLELIGHT

GUIDE RAIL

W-BEAM

GUIDE RAIL W-BEAM

GUIDE RAIL W-BEAM

GUIDE RAIL W-BEAM

POLE

LIGHT

POLELIGH

T

GUIDE RAIL

W-BEAM

CONCRETE BARRIE

R

GUIDE RAIL W-BEAM

GUIDE RAIL W-BEAM

GUIDE RAIL W-BEAM

GUIDE RAIL W-BEAM

GUIDE RAIL W-BEAM

POLE

LIGHT

POLE

LIGHT

GUIDE

RAIL W-B

EAM

GUIDE

RAIL W-

BEAM

POLELIGH

T

CONC

RETE B

ARRIER

CONCRETE BARRIE

R

CONC

RETE B

ARRI

ER

GUIDE

RAIL W-B

EAM

GUIDE RAIL W-BEAM

CONCRETE BARRIER

CONCRETE BARRIER

CONCRETE BARRIER

CONCRETE BARRIER

CONCRETE BARRIER

(ABANDONE

D)

FDNY MHFD

MH

VE

RIZ

ON

FDNY-MH

FD

W

FD

BOXUTILI

TY

POLELIGHT

POLELIGHT

CONC SIDEWALK

CONC SIDEWALK

CONC SIDEWALK

CONC. WALKCONC. WALKCONC. WALK

GUIDE

RAIL

W-BE

AM

BRUSH

GUIDE RAIL W-BEAM

UNPAVED PARKING LOT

POLE

LIGHT

GRASS

POLE

LIGHT

CONC WALK

GRASS

POLELIGHT

POLE

LIGHT

UNION TPKE T

O GRAND CENTRAL

PARKWAY EASTBOUND

TO

VAN

WYC

K

HEDGE ROW

HEDGE ROW

LIGHT POLE

GUIDE RAIL W-BEAM

WITH

CHAIN LINK

FENCE

BRIDGE R

AIL

WITH

CHAIN LINK

FENCE

BRIDGE R

AIL

POLELIGHT

GUIDE RAIL W-BEAM

HEDGE ROW

HEDG

E ROW

ATTENUATOR

FD

S

CONC

WALK

BRICK

BRICK

BRICK

"ARROW"

S

S

S

SS

W

WW

W

FD

S

S

S

W

VAULT

LIGHTTRAFFICWIT

H

ALL TRAFFIC"

"ONE WAY

"ONE WAY"

W

S

S

W

POLE

LIGHT

WITH

S

LIGHT POLE

W

S

S

UNION TURNPIK

E EASTBOUND

W

WTRAFFIC CONTROL SIGNAL WITH LIGHT

W

FD

S

W

GUIDE RAIL W-BEAM

QUEENS

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LEGEND

EXISTING WATER MAIN TO REMAIN

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CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:


20" OUTLET FROM 60" T.W.M.

CONNECT TO EXISTING

141ST ST

REGULATOR REPLACEMENT DETAIL

REMOVED / ABANDONED

EXISTING WATER MAIN TO BE

N.T.S.

UTC-2

DEP STANDARD DWG: 19840-A-X)

INSIDE REGULATOR CHAMBER AS PER

(REGULATOR SHALL BE INSTALLED

20" REGULATORS R4128 & R4141

TO REPLACE EXSITING

PROPOSED 20" REGULATORS

(D.I.P. CL:55)

WATER MAIN

PROPOSED 20"

AIR-COCK HYDRANTS

PADS FOR PROPOSED

INSTALL CONCRETE

REDUCER

PROPOSED 30"x20"

REQUIREMENTS

AS PER RESTRAINT LENGTH

CONNECT TO EXISTING 30" WM

REQUIREMENTS

AS PER RESTRAINT LENGTH

CONNECT TO EXISTING 20" W.M.

(D.I.P. CL:55)

PROPOSED 20" WATER MAIN

VALVE INSIDE VALVE BOX

PROPOSED 20" MAIN LINE

INSTALLED AS PER DEP STANDARD DWG: 33317-Y)

(20" CONNECTION VALVE CHAMBER SHALL BE

FLANGE JOINT BETWEEN STEEL AND D.I.P.

(STANDARD CHAMBER) INSTALL INSULATED

PROPOSED 20" INLET VALVE IN 20" CHAMBER

HYDRAULICALLY FILLED AS PER DEP SPECIFICATIONS.

SPECIFICATIONS. ABANDONED 36" TRUNK MAIN SHALL BE

CHAMBER AND CONNECTIONS SHALL BE ABANDONED AS PER DEP

2. EXISTING 36" TRUNK MAIN / TRUNK MAIN CHAMBER / BLOW OFF

DRAWINGS.

INSULATED JOINT DETAILS, SEE NYCDEP WATERMAIN STANDARD

1. FOR REGULATOR, INLET VALVE IN CHAMBER, HYDRANT AND

NOTES:

EB UNI

ON TURNPI

KE

INSIDE VALVE BOX

PROPOSED 20" VALVE

INSIDE VALVE BOX

PROPOSED 20" VALVE

VALVE BOX

LINE VALVE INSIDE

PROPOSED 20" MAIN WB UNION TURNPIKE

REGULATOR REPLACEMENT DETAIL

REMOVAL PLAN-2

EXISTING 36" NYCDEP WATERMAIN

INDICATIVE PLANS

60"

STEEL

S

W

W

W

WW

W

W

W

SS

FD

WB UNION TURNPIKE

EB GRAND CENTRAL PARKWAY TO WB JACKIE ROBINSON PARKWAY

UNION T

URNPIKE T

O WB GRAND CENTRAL P

ARKWAY

WB GRAND CENTRAL PARKWAY

TO WB JACKIE ROBINSON PARKWAY

EB GRAND CENTRAL PARKWAY

EB JACKIE

ROBINSON PARKWAY

EB JACKIE

ROBINSON P

KWY TO WB GRAND C

ENTRAL PKWY

EB JRP TO WB GCP

WB JACKIE ROBINSON PKWYEB GRAND CENTRAL PKWY TO

TO UNION T

URNPIKE /

MAIN STREET

NO. 1

LOCATION

NO. 2

LOCATION

NO. 3

LOCATIONNO. 4

LOCATION

NO. 5

LOCATION

NO. 6

LOCATION

NO. 7

LOCATION

NO. 8

LOCATION

NO. 9

LOCATION

NO. 10

LOCATION

NO. 11

LOCATION

NO. 12

LOCATION

WB GCP

LEGEND

SANITARY SEWER TO REMAIN

EXISTING 66" RCP

SANITARY SEWER TO REMAIN

EXISTING 66" RCP

COMPANY

NYCDEP

ALIGNMENT / STATION

66" RCP

NYCDEP 66" RCP WB GCP to WB UNION TPK / F 17+13

NYCDEP 66" RCP

NYCDEP 66" RCP EB JRP to EB GCP / C 57+06

NYCDEP 66" RCP

NYCDEP 66" RCP WB GCP / GW 400+71

1

2

3

4

5

6

WB UNION TPK / UW 17+15

EB GCP to WB JRP / D 413+62

UNION TPK to WB GCP / Q 17+13

EXISTING SANITARY SEWER LIMITS

COMPANY

NYCDEP

ALIGNMENT / STATION

66" RCP

NYCDEP 66" RCP

NYCDEP 66" RCP

NYCDEP 66" RCP EB JRP to EB GCP / C 45+67

NYCDEP 66" RCP

NYCDEP 66" RCP

EB GCP / GE 401+03

EB JRP / A 45+64

UNION TPK-MAIN ST / D 401+62

7

8

9

10

11

12

TO WB JRP / E 46+09

EB GCP to WB JRP / D 401+59

EXISTING SANITARY SEWER LIMITS

T.O.P. EL.DESC. DESC.EXIST. COVER PROP. COVER EXIST. COVER PROP. COVER

24.98 23.95

24.99 23.77

24.68 21.47

21.05 21.94

18.29 16.93

17.84 12.52

21.00 15.79

22.30 16.47

14.13

12.54

LOC. NO. LOC. NO.

TO REMAIN

SEWER STRUCTURE

EXISTING SANITARY

TO REMAIN

SEWER MANHOLE

EXISTING SANITARY

EB UNION T

URNPIKE

18.77

18.77

18.77

18.80

18.97

18.97

19.20

19.30

19.46

19.66

19.72

19.76

T.O.P. EL.

6.27

9.22 8.73

8.96

0 40 80 120' 160'40

1" = 80'

WB GRAND CENTRAL PARKWAY TO WB UNION TURNPIKE

TOP OF PIPET.O.P.

SANITARY SEWER

EXISTING 66"

11.25

10.17

REMOVED / ABANDONED

EXISTING SEWER TO BE

STORM SEWER

PROPOSED 42"

42" STORM SEWER

PROPOSED RELOCATED

SEWER TO BE REMOVED

EXISTING 42" STORM

42" STORM SEWER

PROPOSED RELOCATED

SEWER TO BE REMOVED

EXISTING 42" STORM

UTC-3

UNIO

N T

UR

NPIK

E

BRID

GE

MAINTENANCE ACCESS AREA

NYCDEP MANHOLE

(SEE DRAWING NO. UTC-3)

SEWER MANHOLE CASTING

RESET EXISTING SANITARY

DRAINAGE CHAMBER

ACCESS TO EXISTING 66" NYCDEP

QUEENS

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CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:


D900043


INV=29.88'

INV=30.80'

E

~

FD

NYC

FD

NYC

FD

NYC

12"

4-4" C

1-4"

W

33" RCP

RIM=20.36'

RIM=48.26'

RIM=3

9.01'

18"

RCP

24" VCP

RIM=57.

27'

NYC SEWER

INV=42.70'

FDNYC

CS

CS

CS

CS

CS

INV=45.34'

18" RCP

24" RCP

RIM=62.02'

RIM=39.90'

RIM=58.

46'

TF=6

2.48'

NOT OPENED

RIM SEALED

66"

RCP

TF=6

2.48'

SCUPPE

R

INV THRU=51

.17' R.P.O

.

24" VCP

RIM=50.46'

INV=38.22' R.P.O.

INV=39.80' R.P.O.

INV=3

2.93'

CS

CS

CS

CS

CS

RIM=12.98

CS

1-100

mm

W

4-100 mm C

RIM=6.2

05

FDNYC

E

EE

~

825mm RCP

FD

NY

C

FD

NY

C

FD

NY

C

9.038

TBM=

ITS-1=8.443

11.317HUB=

9.616HUB=

HUB=8.972

FT

G-1

E

CS

CSW

W

E

E

E

W

IMPACT ATTENUATOR

VAULT

E

ASPHALT

CONCRETE

CONCRETE

ASPHALT

CONCRETE

E

T

E

WWEE

E

FDFD

E

(ABANDONE

D)

FDNY MHFD

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

WALL BOXOFO

EE

E

E

E

EE E

W

E

FDNY-MH

FD

P

E

FD

E

E

E

E

E

E

E

E

E

UNPAVED PARKING LOT

STONE WALL

UNION TPKE T

O GRAND CENTRAL

PARKWAY EASTBOUND

TO

VAN

WYC

K

SLOTTED DRAIN

HEDGE ROW

HEDGE ROW

EEE

E

E

E

E

E

E

E

E

E

E

E

E

E

EE

E

E

E

E

E

EEE

E

E

E

E

E

E

E

E

E

E

E

E

E E

E

EE

E

E

E

E

E

E

E

E

E

E-BOX

ATTENUATOR

E

E

S

E

E

S

W

E

E

E

E

E

E

E

E

S

E

VAULT

W

S

E

W

UNION TURNPIK

E EASTBOUND

E

CM EE

W

QUEENS

X051.60

11

DG

N$

SP

EC

DG

N$

SY

TI

ME0123456

DG

N$

US

ER

NA

ME

BRIDGES CULVERTSPIN

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

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COUNTY:

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ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:


D900043


MT

A

RAIL

AR

EA


PUMPING VAULT

PROPOSED

PIPE

PROPOSED

TREATMENT SYSTEM

PROPOSED STORMWATER

REMOVED

PIPE TO BE

OUTFALL #1

E

CC

C

C

C

C

C

C

CC

C

CC

S

GE 385+00

GE 387+40.2

6PT

GW 385+20

GW 385+20

GW 386+00

GW 387+00

GW 388+00

GW 389+00

GW 385+20.26P

C

GW 387+75.8

8PT

GW 386+48.8

7

PI

1936 HWY. BDY.

0 15 30 45 60'15

SCALE

FLOOD MITIGATION LOCATION 1

PUMP LOCATION PLAN

INDICATIVE PLANS

PLP-1

24",

CO

NCRETE

MH1-46

FORCE

MAIN

MHB1-5

PROPOSED

24",

CONCRETE

EXMH1-63

12", CONCRETE

12", CONCRETE

12",

CONCRETE

EXMH1-58

15",

CONCRETE

EXMH1-57

EXMH1-64

48",

RC C789

EXP1-137

48", RC C789

48", CONCRETE

QUEENS

X051.60

11

DG

N$

SP

EC

DG

N$

SY

TI

ME0123456

DG

N$

US

ER

NA

ME

BRIDGES CULVERTSPIN

JO

B

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GE

RD

ESIG

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RVIS

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ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:


D900043


R 72+00R 73+00

R 74+00

R 75+00

R 76+00

R 76+56

R 75+43.9

6PC

R 76+48.0

5PT

R 76+56.3

7P

OE

GE 389+00

GE 390+00

GE 391+00

GE 392+00

GE 393+00

GE 394+00

GS 389+00

GS 390+00

GS 391+00

GS 392+00GS 393+00

GS 394+00

GS 391+10.4

8PC

GS 392+02.5

6PT

GW 389+00

GW 390+00

GW 391+00

GW 392+00

GW 393+00

GW 394+00

GW 395+00

GW 390+05.4

0

PC

D 390+20D 390+20D 391+00

D 392+00D 393+00

D 394+00 D 421+00

D 422+00

D 390+20.1

5PC

E 38+00

E 39+00

KC 107+00

KC 109+00

KC 109+72

VU 107+00

VU 109+00

VU 110+00

UW 23+00

UW 25+00

UW 26+00

VQ 3+00

VQ 5+00

VQ 6+00

QB 1+00

QB 2+00

S 2+00

S 3+00

S 1+94.97

PC

EXISTING MANHOLECONNECT TO

GW 393+4

4.12PCC

GE 391+41.31

PC

D 390+54.21

PT

QB 1+00.0

0 PC

D 394+29.81PC

KC 109+72.3

1

POE

UW 23+32.1

4

PT

VQ 2+17.6

2

PRC

VU 106+71.3

7 PT


EB GRAND CENTRAL PARKWAY

EB GCP TO WB JRP / EB UTP

EB GCP TO SB VWE

NB VWE TO WB GCP

INV. 3.59'T.G. 10.06'PROP. MH, MH1-27

INV. 3.75T.G. 11.16'PROP. MH, MH1-26

INV. 3.78'T.G. 11.22'PROP. MH, MH1-24C

INV. 4.89'T.G. 10.79'

PROP. MH, MH1-25

INV. 4.97'T.G. 9.89'

PROP. MH, MH1-24D

INV. 5.46' T.G. 8.36'

PROP. MH, MH1-24B

INV. 5.45'T.G. 9.86'

PROP. MH, MH1-24

*SEE NOTET.G. 8.28'

PROP. CB, DS1-43

*SEE NOTE T.G. 9.74'

PROP. CB, DS1-46

EXIST. MH, EXMH1-58

TO OUTFALL #1EXIST. 4'x4' BOX CULVERT

INV. 3.18'T.G. 10.60'

EXIST. MH, EXMH1-54

E

E

E

E

P

P

E

E

E

E

E

E

E

E

E

E

E

CH

I

E

E

P

E

E

E

E

E E

E

E

ROW W.O.A.2011

1933 HWY. BDY.

MAT

CH LIN

E

RD-02

0 20 40 60 80'20

SCALE

NOTE: PROPOSED OFFSET CATCH BASIN.

FLOOD MITIGATION LOCATION 2

NB CONNECTOR DRAINAGE PLAN - 1

INDICATIVE PLANS

DRP-1

42", CONCRETE

42", C

ON

CRETE

30", CONCRETE

24", CONCRETE

15", CONCRETE

24", CONCRETE

12", DIP

33", CONCRETE

12", DIP

QUEENS

X051.60

11

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KGI_in

dic

ativ

e pla

n-c

onnector_

RD-02-c

olor.d

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EB-2018 10:2

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ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:


D900043


R 66+00

R 67+00

R 68+00

R 69+00

R 70+00R 71+00

R 65+94.1

9

POB

R 67+51.4

0PCGE

395+

00

GE 39

6+00

GE 39

7+00

GS 396+00

GS 397+00 GS 398+00

GS 399+00

GS 400+00

GS 394+71.6

2PC

GS 397+56.5

8

PCC

GS 398+96.2

5

PCC

GS 399+97.8

2

PCC

R 65+94

GS 395+00

D 395+00

D 39

8+00

D 39

9+00

D 420+00

D 399+17.71

PT

JV 8+

00

JV

9+00

JV 10+00

JV 10+80

JV 10+80

A 39+00

A 40+00

A 42

+00

C 39+97

C 39+97C 40+00

C 42

+00

C 43

+00

E 39+00

E 41+00

KC 107+00

KC 109+72.31

POE

C 39+96.98

PC

E 39+23.71

PC

JV 8+22.51

PC

JV 10+79.80

POE

JV 9+47.33

PTEB GCP TO SB VWE

WB JRP /

EB UTPEB GCP TO

NB VWE TO WB GCP

EB GRAND

CENTRAL PARKWAY

EB JRP TO NB V

WE

INV. 6.74'T.G. 11.22'PROP. MH, MH1-24A

D 419+00

T.G. 8.07'PROP. CB, DS1-45

T.G. 9.60'PROP. CB, DS1-44

E

U-B

OX

WW

EE

E

FD

FD

E

E

E

EFD

E

E

E

CH

E

E

E

E

E

E

W

E

WW

E

UTILIT

Y B

OX

UNKNO

WN

EE

E

E

E

EE

E

E

E

E

E

E

EE

E

E

E

E

E

E

E

E

E

E

EE

E

EE

E

2009 R

OW

2011 PE

RO

W

W.O.A.

2011

ROW

W.O.A.

2011

HWY. BDY.

1931

MAT

CH LIN

E

RD-01

0 20 40 60 80'20

SCALE

NB CONNECTOR DRAINAGE PLAN - 2

INDICATIVE PLANS

M.

LIO

NA

DRP-2

12", DIP

12" CONCRETE

12", DIP

P

S

E

E

E

E

E

WALL BOX

OFO

E

E

E

E

E

E

E

E

E

E

E

E

E

E E

E

EE

E

R.P.O.

TF=27.19'INV=22.17'

RIM=27.71'

INV=22.29'

INV=13.69'

INV=2

0.71'

RIM=24.54'

INV=13.97'

INV=13.97'INV=18.04'

RIM=25.36'

INV=13.14'

INV=17.30'

INV=12.47'

RIM=22.27'

TF=24.11'INV=19.09'

TF=22.02'

INV=17.00'

INV=12.12'

INV=12.12'

INV=14.96'

INV=13.37'

INV=13.70'

INV=14.20'

RIM

=19.39'

RIM=13.39'INV=11.26'INV=10

.76'

TF=15.02'

INV=12.52'

TF=15.37'INV=12

.36' INV=12.36'

TF=15.58'

INV=12.35'TF=17.3

0'

INV=12.44'

RIM=15.5

9'

INV=10.33'

INV=10.33'

INV=12.33'

RIM=15.9

2'

INV=10.29'

INV=10.2

9'

RIM=15.96'INV=10

.24'

INV=10.24'

INV=11.95'

INV=25.95'

INV=25.80'

TF=35.16'

INV=29.13'

INV=27.70'

INV=25.30'

TF=15.16'INV=11.7

6'INV=11.6

9'

30" RCP

RCP30"

DIP

12"

DIP

12"

12" DIP 12" DIP

12" DIP

DIP12"

12"

DIP

18"

RCP

36" RCP

36" R

CP

24" RCP

24" RCP

R.P.O.

5' x 5' BOX

R.P.O.

5' x 5' BOX

R.P.O.

5' x 5' BOX

RIM=61.49'

INV=8.50'

INV=8.5

0'

24" RCP

RIM=30.95'

TF=32.32'

TF=32.34'

INV=17.04'

18"

RCP

INV=24.22'

TF=27.37'

RCP36"

RCP

18"

INV=23.94'

INV=13.69'

INV=2

2.29'

TF=14.86'

RIM=16.60

SUMP=7.50'

12"

RCP

INV=16.61'

12"

DIP

RIM=32.04'

INV=12.51'

15" RCP

SU

MP=12.78'

TF=11.64'

INV=5.12'

15"

RCP

INV=8.30'

INV=12.33'

15"

RCP

15" DIP

6"

DIP

6"

DIP

6" DIP

INV=10.2

9'

36"

RCP

24" RCP

12" DIP

R.O.P.

24"

RCP

12"

DIP

INV=2

2.69'

INV=27.80'

INV=28.73'

TF=35.51'

RIM=33.47'

TF=32.02'

12"

DIP

12" RCP

RIM=32.02'

INV=26.90'

INV=25.90'

INV=29.98'

INV=27.03'

INV=29.64'

INV=28.13'

TF=2

6.94'

INV=2

4.10'

TF=28.96'

12" DIP

INV=23.94'

INV=29.98'

TF=35.00'

12"

DIP

TF=35.18'

INV=30.16'

12"

DIP

INV=12.35'

12"

DIP

9.75'

BOX INV=

RIM

=23.90'

INV=18.28'

15" RCP

60.25'

VE

RTIC

AL PIP

E

8.20'

BOX INV=

INV=11.80'

INV=23.94'

NOT OPENED

RIM SEALED

TF=6

2.48'

SC

UPPE

R

2011

ROW W.O.A.

2011 ROW W.O.

A.

ROW W.O.A.

2011

2011 PE

2011 ROW W.O.A.

2011 R

OW

W.O.A.

INV=11.26'

QUEENS

X051.60

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ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:


D900043


Q 21+41

UW 19+00

UW 20+00

UW 21+00

UW 22

+00

UW 23

+00

VQ 0+

86

VQ 1+

00

VQ 2+

00

VQ 3+

00

S 1+00

S 2+00

S 3+

00

S 4+00

S 5+00S 6+00 S 6+50S 6+50

D 416+00

D 417+00

D 41

8+00

D 41

9+00

KC 104+00

KC 105+00

KC 106+

00

KC 1

07+0

0

VU 105+21

VU 106+

00

VU 10

7+00

GW 393+00

GW 394+00

GW 395+00

GW 396+00

13'-0"

WB GCP

WB UNIO

N TURNPIK

E

EB GCP T

O WB

JRP

FROM

SB V

WE TO

WB UT

P

SB V

WE TO

WB JRP /

WB UTP

13'-0

"

SHARED USE PATH

PROPOSED

PAVEMENT

MEET EXISTING

RA

MP 'V

Q'

SID

EW

ALK

MEET PROPOSED

BRID

GE

LIMIT

S

PR

OP

OS

ED

PROPOSED TGL 'S'

S 6+50.0

0

POE

S 5+33.2

6

PT

S 3+22.1

1PT

S 1+94.9

7PC

S 1+31

.32PT

S 1+08.00

PC

S 1+

00.00POB

R=40'

R=19.5'

R=368.5'

SEE NOTE 1

PROP. DRAINAGE INLET

PROP. DRAINAGE PIPE

CHAINLINK FENCE

PROP.

SEE NOTE 2

S 4+20.5

1PC

(TYP.)

TO BE REMOVED

0 20 40 60 80'20

SCALE

MATCH LINE PED-02

MATCH LINE PED-02

FOR PATH PROFILE, SEE DWG. NO. PED-04; FOR PATH SECTIONS, SEE DWG. NO. PED-05.3.

RECONSTRUCT DRAINAGE MANHOLE TOPS TO ACCOUNT FOR RAISE IN PROFILE.2.

STRIPING AND MARKINGS SHALL EXTEND TO INTERSECTION WITH PARK DRIVE EAST.1.

NOTES:

SHARED USE PATH PLAN - 1

INDICATIVE PLANS

PED-1

P

E

E

E

E

E

E

E

E E

E

E

E

E

E

E

E

E

QUEENS

X051.60

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ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:


D900043


VU 108+00VU 109+00VU 110+00

VU 111+00VU 112+00

VU 112+73

UW 24+00UW 25+00

UW 26+00

UW 27+00

UW 28+00

QB 1+00QB 2+00

QB 3+00

QB 4+00

VQ 4+00VQ 5+00

VQ 6+00

VQ 7+00

VQ 8+00D 393+00

D 394+00

GS 393+00

GS 394+00

GE 393+00

GE 394+00

R 72+00

R 73+00

13'-

0"

FROM WB UNION TURNPIKE

TO QUEENS BLVD

WB UNION TURNPIKE

EB GCP

NB

VWE T

O

WB

GCP

TO SB

VWE

FROM SB VWE

FROM SB VWE

TO

WB JRP

UW 29+00

QB 5+00

VQ 9+00

GS 392+00

D 392+00

R 74+00

TO WB JRP KC 108+00KC 109+00

KC 109+72

BRIDGE L

IMITSPROPOSED

SHARED USE PATH

PROPOSED

A

A

0 20 40 60 80'20

SCALE

MAT

CH LIN

E PE

D-03

MAT

CH LIN

E PE

D-01

MATCH LIN

E PED-0

1

FOR PATH SECTIONS, SEE DWG. NO. PED-05.1.

NOTES:


INDICATIVE PLANS

PED-2

QUEENS

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ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:


D900043


E

E

E

E

E

E E EE

E

E

1936 H

WY. BD

Y.

LOT 1520

LOT 1505 LOT 1503

1933 HWY. BDY.

1933 HWY. BDY.

13'-

0"

8'-

0"

TO QUEENS BLVD

WB UNION TURNPIKE

WB JRP

QB 6+00QB 6+86

UW 30+00

UW 31+00

UW 31+48

VQ 10+00VQ 11+00

E 31+42

E 32+00

E 33+00E 34+00

SHARED USE PATH

PROPOSED

SHARED USE PATH

PROPOSED

SIDEWALK WIDTH

MEET EXISTING

0 20 40 60 80'20

SCALE

MAT

CH LIN

E PE

D-02


INDICATIVE PLANS

PED-3

1.5%

QUEENS

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ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:


D900043


S 1+00 S 2+00 S 3+00 S 4+00 S 5+00 S 6+00

34.7

7

32.5

2

30.2

7

28.0

2

25.7

7

23.5

2

21.2

7

19.0

6

18.0

9

18.9

6

PVI

S 1

+14.4

8

EL

EV 36.3

7

PV

C

S 4

+90.3

9

EL

EV 19.4

5

PVI

S 5

+40.3

9

EL

EV 17.2

0

PV

T

S 0

+590.3

9

EL

EV 18.6

8

PVI

S 6

+00.0

0

EL

EV 18.9

6

-2.0%

EL

EV 18.0

9

LO

W

S 5

+50.8

5

L = 100.000 FT.

G1 = -0.045

G2 = 0.029

E= 0.930 FT.

SSD = 100.506 FT.

2.94%

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S 1

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9

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3

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16.2

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15.8

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ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:


D900043


STA. S 1+08 TO STA. S 3+50

STA. S 3+50 TO STA. S 6+00

2:1 MAXESTABLISH 4" TURF AND TOPSOIL

EXIST. GROUND LINE

EXIST. GROUND LINE

1.5%

WALL (TYP.)

PROP. RETAINING

WALL (TYP.)

PROP. RETAINING 1.5%

PATH (S)

PROP. SHARED USE

PATH (S)

PROP. SHARED USE

TGL S

PROP.

TGL S

PROP.

EMBANKMENT

13'-0"

13'-0"

PROPOSED SHARED USE PATH SECTION

PROPOSED SHARED USE PATH SECTION

EMBANKMENT

13'-0"PROP. RAMP 'VQ'

PROP. MEDIAN BARRIER

PATH

PROP. SHARED USE

PROP. BRIDGE PARAPET

PROPOSED SHARED USE PATH BRIDGE SECTION

FENCE TO BE REMOVED

EXISTING CHAINLINK

CHAINLINK FENCE

INSTALL PROPOSED

(SEE NOTE 1)

PROP. CHAIN LINKFENCE

CONCRETE PAVEMENT

PAVEMENT

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(TY

P.)

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6"

8'-

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6"

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PROP. CHAIN LINK FENCE

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6:1 MAX

2' MIN

2:1 MAX

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SAFETY RAIL (TYP.)

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20'

5

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RTIC

AL S

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THE FENCE).

TOP OF SIDEWALK IS 8'-3" (3'-6" FOR THE PARAPET AND A MINIMUM OF 4'-9" FOR

THE MINIMUM HEIGHT THAT THE TOP OF THE CHAIN LINK FENCE WILL BE FROM THE 1.

NOTE:

US

ER

=

12-F

EB-2018 11:5

1

dratigan

FIL

E

NA

ME

=

DA

TE/

TI

ME

=

CDP 1

X051.60

2/9/2018

DRAWING NO.

DATE:

PROJECT NUMBER

STORM WATER MANAGEMENT PRACTICES

-DRY/WET SWALES

-BIORETENTION WITH OVERFLOW

-INFILTRATION BASINS/WET MEADOW

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BY

PER

MIT ONLY"

ROAD SERVIC

E

"SNO

W E

MERGE

NCY

ROUTE

CHERRY

18"

""ARROWS"

""ARROW"S"

VAULT

POLE

LIGHT

E-B

OX

E-BOX

NYC

E-B

OX

M10376

C.E.

MH

MH

NYS

TA

POLELIGHT

POLELIGHT

"RIGHT L

ANE ENDS"

POLELIG

HT

POLELIG

HT

POLELIGHT

POLELIG

HT

POLELIG

HT

"NO STANDIN

G"

POLELIGHT COMMUNICATIO

NNYPD

GUIDE RAIL

W-BEAM

"UNION T

PKE"

GUIDE RAIL BO

X BE

AM

E-BOX

GUIDE

RAIL

BOX B

EAM

GUIDE R

AIL BOX B

EAM

GUIDE

RAIL W-B

EAM

POLE

LIGHT

CURVE

AHE

AD

GUID

E RAIL

W-B

EA

M

MERGE ARROW

CONCRETE BARRIER

CONC

SID

EWALK

"UNIO

N TPKE

WEST"

GUID

E RAIL

W-B

EA

M

SIG

N

MISSIN

G)

(POS

TS ON

LY

"12' 10" "

E

FD

E

E

E

489CAB

INET#

ELE

CTRICAL

CABINE

T

ITS

CONTROL

CABIN

ET

INFOR

MATIO

NITS

I

E

E

EE

E-BOX

POLE

LIGHT

WEST NEXT RIGHT"

EAST KEEP LEFT

GRAND CENTRAL

PARKWAY

"EXITS 8

E-W

GUIDE RAIL

W-BEAM

NO STANDIN

G"126

TH ST

"UNION T

PKE"ONE

WAY"

POLELIGHT

WOODED AREA

WOODED AREA

POLELIG

HT

"MERGE ARROWS"

GUIDE RAIL

BOX BEAM

SIG

N

MIS

SIN

G)

(POST ONLY,

GUIDE RAIL

W-BEAM

UNKNOWN UTILITY B

OX

UNION TURNPI

KE TO GRAND C

ENTRAL PARKWAY E

ASTBOUND

ROBIN

SON P

AR

KW

AY

FR

OM

VAN

WYCK

FRO

M VAN

WYC

K TO QUEE

NS BLV

D.

TO JA

CKIE

EE

E

UTILIT

Y POL

E

VAN WYCK EXPWY B

RONX"

"678 NORTH

VAN WYCK EXPWY B

RONX"

"EXIT 7

678 NORTH

GUIDE R

AIL BOX B

EAM

TEMPORARY FENCE

E

E-B

OX

E

E

OFFICETEMORARY FIELD

E

WB JACKI

E ROBI

NSON

PKWY

WB UNIO

N TURNPIK

E

EB J

ACKI

E ROB

INSO

N PK

WY

TO QUEENS BLVD

WB UNIO

N TURNPIK

E

WB JAC

KIE

ROBI

NSON P

KWY

WB JRP

FRO

M SB VAN

WYCK / EB GCP

NB VAN WYCKEB JRP TO


(TYP.)

STREET LIGHTING

EXISTING NYC

LIGHTING CONTROL CABINET

POINT TO FEED NEW

USE ELECTRICAL SERVICE

0 10 20 30 40'10

1" = 20'

D.

WA

NM.

LIO

NA

M.

De

PIN

TO

Y.

ZE

LIK

MA

NR.

MO

HA

MM

ED

C.

PE

AR

SO

NM.

LIO

NA

1

LP-1-

AND SERVICE POINT LOCATIONS-1

EXISTING LIGHTING CONTROL CABINET

QUEENS

X051.60

11

x05160_cph_lp

_02.d

gn

1-07588-01-07523-91-05575-A1-06503-01-07522-01-07603-9

13-F

EB-2018 16:3

0

spatel

BRIDGES CULVERTSPIN

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K


AS-BUILT REVISIONS

ON:

AFFIX SEAL:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:


D900043


E

E

E

ARCHED BEAM

BOTTOM

RIP RAP

U-BOX

E

E

E

E

E

E

E

E

E

E

E

E

E

CH

I

E

E

E

E

E

E

E

E

REMOVED

MANHOLE TO BE

EXISTING CON EDISONLIGHTING (TYP.)

NYC STREET

EXISTING

CONDUIT (TYP.)

EXISTING ITS

CONDUIT (TYP.)

EXISTING ITS

RAMP KA

TO WB UNION TPKE

FROM SB VAN WYCK

WB UNIO

N TURNPIK

E

RAMP KC

EB GCP TO WB JRP

WB JRP

WB JRP

SB

VA

N

WYC

K

EB

GCP T

O

EB

GCP

FR

OM EB

GCP

EB

GCP

WB

GCP

WB

GCP

TO

WB

GCP

FR

OM E

B J

RP /

WB

UNIO

N TP

KE

EB

UNIO

N TPKE

TO

WB JRP /

RAMP KC

WB UTPK

SB VAN WYCK TO WB JRP /

CC6

CABIN

ET

LIGHTIN

G

ADDITIONAL LOAD

MAY BE USED TO ADD SOME

EXISTING LIGHTING CABINET CC6

0 10 20 30 40'10

1" = 20'

-LP-2

D.

WA

NM.

LIO

NA

M.

De

PIN

TO

Y.

ZE

LIK

MA

NR.

MO

HA

MM

ED

C.

PE

AR

SO

NM.

LIO

NA



2

QUEENS

X051.60

11

x05160_cph_lp

_03.d

gn

1-07588-01-07523-91-05575-A1-06503-01-07522-01-07603-9

13-F

EB-2018 16:3

1

spatel

BRIDGES CULVERTSPIN

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K


AS-BUILT REVISIONS

ON:

AFFIX SEAL:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:


D900043


E

FD

FDNYC

FD

NYC

FDNYC

FDNYC

4-4"

C

28"

POLE

LIGHT

E

E

E

WALL

BOX

OF

O

E

E

E

E

E

E

E

EE

E

E

E

E

E

E

E

E

E

E

E-B

OX

E

B4

E

E

FD

E

CM

E

E

LIGHTING (TYP.)

EXISTING NYC STREET

EQUIPMENT

EXISTING ITS

EB

GCP T

O

WB JRP

WB

UNIO

N T

UR

NPIK

E

RAMP KC

UNIO

N TP

KE T

O

WB

GCP

FR

OM E

B J

RP /

WB

RAMP KB

VAN WYCK EXPWY.

EXIS

T.

RA

MP

ROBIN

SO

N P

KW

YW

B J

AC

KIE

CE

NT

RAL P

KW

YW

B

GR

AN

D

WB JRP / WB UTPK

SB VAN WYCK TO

CONDUIT (TYP.)

OVERHEAD ITS

EXISTING

CONDUIT (TYP.)

OVERHEAD ITS

EXISTING

CC5

CABINET

LIGHTING

ADDITIONAL LOAD

CAN BE USED TO ADD SOME

EXISTING LIGHTING CABINET CC5

0 10 20 30 40'10

1" = 20'

-

D.

WA

NM.

LIO

NA

M.

De

PIN

TO

Y.

ZE

LIK

MA

NR.

MO

HA

MM

ED

C.

PE

AR

SO

NM.

LIO

NA



LP-3

3

QUEENS

X051.60

11

x05160_cph_lp

_04.d

gn

1-07588-01-07523-91-05575-A1-06503-01-07522-01-07603-9

13-F

EB-2018 16:3

1

spatel

BRIDGES CULVERTSPIN

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K


AS-BUILT REVISIONS

ON:

AFFIX SEAL:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:


D900043


NOT OPENED

RIM SEALED

U-BOX

U-BOX

WWEE

E

FDFD

EE

E

E E

CH

EE

E

W W

UTILI

TY BOX

UNKNOWN

EEE

EE

EE

E

EEE

EE

E

1/2 MILE"

JAMAICA AVE

HILLSIDE AVE

"EXIT 6

E

EQUIPMENT (TYP.)

EXISTING ITS

ITS CONDUIT (TYP.)

EXISTING OVERHEAD

ITS CONDUIT (TYP.)

EXISTING OVERHEAD

ITS CONDUIT (TYP.)

EXISTING OVERHEAD

CONDUIT (TYP.)

EXISTING ITS

CONDUIT (TYP.)

EXISTING ITS

ITS CONDUIT (TYP.)

EXISTING OVERHEAD

ITS CONDUIT (TYP.)

EXISTING OVERHEAD

LIGHTING (TYP.)

EXISTING NYC STREET

EB GCP TO SB VAN WYCK

WB JRP / EB UNION TPKE

FROM EB GCP TO


EB JRP

EB JACKIE ROBINSON PKWY


TO WB GCP

EB UNION TPKE

TO WB JRP /

TO WB GCP

NB VAN WYCK

CABIN

ET #3

CONTROL

TO NEW CABINET.

USE SERVICE POINT #3 FOR FEED

LOCATION OF CONTROL CABINET TBD.

INSTALLED IN KGI PHASE 4.

OLD CABINET AND NEW LIGHTING

EXISTING TO REMAIN FED FROM

CONTROL CABINET TO FEED.

INSTALL NEW 6 RELAY LIGHTING

CONTROL CABINET #3.

REMOVE EXISTING LIGHTING

D.

WA

NM.

LIO

NA

M.

De

PIN

TO

Y.

ZE

LIK

MA

NR.

MO

HA

MM

ED

C.

PE

AR

SO

NM.

LIO

NA

-

0 10 20 30 40'10

1" = 20'

4

LP-4AND SERVICE POINT LOCATIONS-4


QUEENS

X051.60

11

x05160_cph_lp

_05.d

gn

1-07588-01-07523-91-05575-A1-06503-01-07522-01-07603-9

13-F

EB-2018 16:3

1

spatel

BRIDGES CULVERTSPIN

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K


AS-BUILT REVISIONS

ON:

AFFIX SEAL:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:


D900043


E

+

FD

EE

E

E

E

E

W

E

W W

E

E

E

PIER F

ACE

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

EE

E

E

E

E

E

E

R.P.O.

FD

E

W

W

~

FD

NYC

FD

FD

NYC

FD

NYC

FDNY-

MH

LINE E-B

OX

PR

OPERTY

CABIN

ET CC7

LIGHTIN

G

E-B

OX

LIGHTIN

G

E-B

OX

LIGHTIN

G

CS

CS

ITS CONDUIT (TYP.)

EXISTING OVERHEAD

CONDUIT (TYP.)

EXISTING ITS

LIGHTING (TYP.)

EXISTING NYC STREET

EB GCP

TO SB VA

N

WYCK

NB VAN WYCKEB J

RP TO

NB VAN WYCKEB JRP TO T

O

WB GCP

NB VA

N

WYCK

SOME ADDITIONAL LOAD

MAY BE USED TO ADD

CONTROL CABINET CC7

EXISTING LIGHTING

0 10 20 30 40'10

1" = 20'

-

D.

WA

NM.

LIO

NA

M.

De

PIN

TO

Y.

ZE

LIK

MA

NR.

MO

HA

MM

ED

C.

PE

AR

SO

NM.

LIO

NA



LP-5

5

QUEENS

X051.60

11

x05160_cph_lp

_06.d

gn

1-07588-01-07523-91-05575-A1-06503-01-07522-01-07603-9

13-F

EB-2018 16:3

1

spatel

BRIDGES CULVERTSPIN

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K


AS-BUILT REVISIONS

ON:

AFFIX SEAL:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:


D900043


S

W

W

W

WW

W

W

W

T

E-BOX

GUIDE RAIL W-BEAM

S

S

S

E

E

EEEE E

E

E

E

W

S

S

FD

T

E

E

LIGHTING (TYP.)

EXISTING NYC STREET

EB UNI

ON TURNP

IKE

EB UNI

ON TURNP

IKE

WB UNION TURNPIKE

TO

WB UNIO

N TPK

E

EB UNIO

N TPK

E

EB UNION T

URNPIKE

WB UNION TURNPIKE

141ST STREET

SERVIC

E ROAD

WAY

TO BE RELOCATED

EXISTING SERVICE POINT #1

TO NEW CABINET.

USE SERVICE POINT #1 FOR FEED

LOCATION OF CONTROL CABINET TBD.

INSTALLED IN KGI PHASE 4.

OLD CABINET AND NEW LIGHTING

EXISTING TO REMAIN FED FROM

CONTROL CABINET TO FEED.

INSTALL NEW 6 RELAY LIGHTING

CONTROL CABINET #1.

REMOVE EXISTING LIGHTING

D.

WA

NM.

LIO

NA

M.

De

PIN

TO

Y.

ZE

LIK

MA

NR.

MO

HA

MM

ED

C.

PE

AR

SO

NM.

LIO

NA

-

0 10 20 30 40'10

1" = 20'



LP-6

6

QUEENS

X051.60

11

x05160_cph_lp

_07.d

gn

1-07588-01-07523-91-05575-A1-06503-01-07522-01-07603-9

13-F

EB-2018 16:3

1

spatel

BRIDGES CULVERTSPIN

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K


AS-BUILT REVISIONS

ON:

AFFIX SEAL:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:


D900043


E

E

VAULT

E

E

CONC WALL

CONC WALL

E

EE

LIGHTING (TYP.)

NYC STREET

EXISTING

CABINET #2

CONTROL

EXISTING SERVICE POINT #2

FED FROM THIS CABINET

REMOVED IN KGI PHASE 4 ARE

SOME EXISTING LIGHTS TO BE

EXISTING CONTROL CABINET #2

0 10 20 30 40'10

1" = 20'

-

D.

WA

NM.

LIO

NA

M.

De

PIN

TO

Y.

ZE

LIK

MA

NR.

MO

HA

MM

ED

C.

PE

AR

SO

NM.

LIO

NA



LP-7

7

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