-

-

DG

N$

SY

TI

ME0123456

DG

N$

US

ER

NA

ME

BRIDGES CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K

DESCRIPTION OF WORK:

AS-BUILT REVISIONS

ON:

AFFIX SEAL:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:

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.

ALL DIMENSIONS IN FT UNLESS OTHERWISE NOTED

MANHOLE AND EXISTING STRUCTURE

CONDUIT BETWEEN PROPOSED

CONNECT PROPOSED CON EDISON

CONDUIT

PROPOSED CON EDISON

PROPOSED CON EDISON MANHOLE

STRUCTURE AND PROPOSED MANHOLE

CONDUIT BETWEEN EXISTING

CONNECT PROPOSED CON EDISON

GRID

NORTH

CON EDISON INSTALLATION LIMITS

LEGEND

CON EDISON REMOVAL LIMITS

PIN X051.60

COUNTY: QUEENS REGION: 11

BRID

GE

UNIO

N TURNPIK

E

TO BE REMOVED

CONDUIT AND MANHOLE

EXISTING CON EDISON

TO BE REMOVED

CONDUITS AND MANHOLE

EXISTING CON EDISON

TO REMAIN

CONDUIT AND MANHOLES

EXISTING CON EDISON

TO REMAIN

CONDUIT AND MANHOLES

EXISTING CON EDISON

TO REMAIN

CONDUITS AND MANHOLE

EXISTING CON EDISON

MANHOLE TO BE REMOVED

EXISTING CON EDISON

CONDUIT TO BE REMOVED

EXISTING CON EDISON

CONDUIT TO BE REMOVED

EXISTING CON EDISON

CONDUIT TO REMAIN

EXISTING CON EDISON MANHOLE/

CONDUIT TO BE REMOVED

EXISTING CON EDISON MANHOLE/

1-07588-0

1-07523-9

1-05575-A

1-06503-0

1-07522-0

1-07603-9

TO BE RELOCATED

ARTERIAL MAINTENANCE BUILDING

EXISTING ELECTRIC SERVICE TO

REMAIN AND BE MAINTAINED

MANHOLE #M-10384 TO

EXISTING NYCTA

TO BE REMOVED

MANHOLES AND CONDUITS

EXISTING CON EDISON

TO BE REMOVED

MANHOLES AND CONDUITS

EXISTING CON EDISON

AND CONDUITS TO REMAIN

EXISTING NYCTA MANHOLES

AND CONDUIT TO REMAIN

EXISTING NYCTA MANHOLE

#M-10376

#48331

#1891

#48332

#48333

#M-16734#1888

#M-10377

#M-14861

#46006

#1895

#1893

#P-1840

MH#1

PROP MH#2

PROP

NYCTA MH #6

CONDUIT TO BE REMOVED

EXISTING CON EDISON

#M-116

COMPANY

EDISON

CON

EDISON

CON

DESCRIPTION LOCATION

CONDUIT

4-4" STEEL

CONDUIT

4-4" STEEL

ON BRIDGE

LENGTH MOUNTED

MH #48331 TO MH #M-10376

MH #M-10376 TO MH #M-10377

EDISON

CON

CONDUIT

4-4" STEELMH #1891 TO MH #48331114 LF

47 LF

492 LF

EDISON

CON

CONDUIT

4-4" STEEL315 LF MH #M-10377 TO MH #M-14868364 LF

0 120'30 30 60 90

1" = 60'

--

--

--

*LENGTH PER CONDUIT

LENGTH*

UNDERGROUND

MODIFIED

MANHOLE TO BE

EXISTING CON EDISON

CONDUIT EXISTING STRUCTURES

CONNECT PROPOSED CON EDISON

MH#3

PROP

REMAIN

CONDUITS TO

MANHOLE AND

EXISTING NYCTA

COMPANY

EDISON

CON

EDISON

CON

EDISON

CON

DESCRIPTION

EDISON

CON

LOCATION

MH #1891 TO PROP MH #1

PROP MH #1 TO MH #M-10376

MH #M-10376 TO PROP MH #2

ON BRIDGE

LENGTH MOUNTED

116 LF

161 LF

80 LF

48 LF

--

--

--

LENGTH*

UNDERGROUND

MH #1891 TO MH #M-10376

CONDUIT

2-4" PCD

CONDUIT

2-4" PCD

CONDUIT

4-5" PCD

CONDUIT

2-4" PCD--

EDISON

CON

EDISON

CON--

PROP MH #2 TO PROP MH #3339 LFCONDUIT

8-5" STL DUCT

EDISON

CON--

PROP MH #2 TO PROP MH #3138 LFCONDUIT

8-5" PCD

PROP MH #3 TO MH #M14861244 LFCONDUIT

8-5" PCD

123 LF

MANHOLE

PROPOSED CON EDISON

MANHOLE AND EXISTING STRUCTURE

CONDUIT BETWEEN PROPOSED

CONNECT PROPOSED CON EDISON

PROPOSED RAMP CONSTRUCTION

TO BE MODIFIED DUE TO

MANHOLE AND CONDUITS

EXISTING CON EDISON

#67595

VS#1

PROP

MANHOLES

BETWEEN EXISTING

CON EDISON CONDUIT

CONNECT PROPOSED

STRUCTURE

PROPOSED

MANHOLE AND

BETWEEN EXISTING

CON EDISON CONDUIT

CONNECT PROPOSED

BE MODIFIED

MANHOLE TO

CON EDISON

EXISTING

#M-14859

EDISON

CON--

EDISON

CON--

EDISON

CON--

EDISON

CON--

CONDUIT

2-5" PCD

CONDUIT

2-5" PCD

90 LF

42 LF

42 LFCONDUIT

4-4" PCD

PROP VS #1 TO MH #67595

PROP VS #1 TO MH #67595

MH #67595 TO MH #M-71978CONDUIT

4-5" PCD178 LF

RECONSTRUCT TOP OF MANHOLE

TO BE MAINTAINED

EXISTING NYCTA MANHOLE

*LENGTH PER CONDUIT

P.

WO

OD

E.

RE

CIO

P.

WO

OD

M.

LIO

NA

M.

LIO

NA

D.

WA

NC.

PE

AR

SO

N

MH #4

PROP

EDISON

CON

CONDUIT

4-5" PCD80 LF -- MH #M-10376 TO PROP MH #2

WB UNI

ON TRKE

EB JRP

EB JRP TO NB VWE

EB JRP / WB UTPK TO WB GCPWB GCPNB VWE TO WB GCP

EB GCPWB JRP / WB UTPK

EB GCP TO

EB GCP TO SB V

WE

NB V

WE TO NB GCP

EB GCP TO WB JRP

WB UTPK TO WB GCP

WB GCP

WB JRP

EB GCP

EB JRP

EB JRP TO WB GCP

EB GCP TO WB JRP / EB UTPK

#M-14860

PA

RK

DR.

E.

WB JACKI

E ROBI

NSON PKWY

#M-14868

EB JACKI

E ROBI

NSON PKWY

PROPOSED CON EDISON SERVICE BOX

PROPOSED MANHOLE

ELECTRIC MANHOLE AND

CONDUIT BETWEEN PROPOSED

CONNECT PROPOSED CON EDISON

AND PROPOSED ELECTRIC MANHOLE

CONDUIT BETWEEN EXISTING MANHOLE

CONNECT PROPOSED CON EDISON

ELECTRIC MANHOLE

PROPOSED CON EDISON

NYCTA #DM-A#M-71978

TO BE REMOVED

EXISTING MANHOLE #M-14868

MH NYCTA #DM-A TO MH #67595

#R-370

UNION TURNPIKE BRIDGE

CON EDISON UTILITY CONFLICT PLAN

KEW GARDENS INTERCHANGE - PHASE 4

RESET CASTING

STRUCTURE TO REMAIN

EXISTING CON EDISON

NYCTA #K

ALT MH-2

M15-90

INSTALL NEW

+INSTALL 2-4" PCD 60'

BUILDING FENCE GATE

ARTERIAL MAINTENANCE

MAINTAINED

"C" TO REMAIN AND BE

EXISTING NYC MANHOLE

+ PCD 380'

INSTALL 10-5"

ALT MH1

INSTALL NEW M11-6

+INSTALL 10-5" PCD 225'

+INSTALL 10-5" PCD 400'

BOX/ CONDUIT ON-BRIDGE ALTERNATIVE

PROPOSED CON EDISON MANHOLE/

BOX/ CONDUIT BELOW-GRADE ALTERNATIVE

PROPOSED CON EDISON MANHOLE/

E

E

E

E

E

E

E

E

E

E

E

INV=34.62'

INV=34.00'

INV=35.72'

W

W

E

~

~

INV=2

8.45'

INV=27.52'

INV=3

3.98'

FDNYC

FD

NYC

FD

NYC

FD

NYC

FD

NYC

FD

FD

NYC

FD

NYC

FD

NYC

FDNY-

MH

4-4" C

1-4"

W

(2)

4"

C

INV=19.70'

INV=19.70'

INV=20.23'

RIM=42.32'

INV=17.19'RIM=41.8

3'

INV=23.96'

INV=30.64'

INV=33.14'

INV=36.76'

INV=33.40'

INV=37.50'

RIM=36.30'

INV=23.63'

INV=23.33'INV=2

9.41'

INV=2

1.70'

INV=23.49'

INV=23.37'

INV=2

3.90'

INV=24.30'

INV=24.30'

INV=3

5.53'

INV=25.93'

INV=35.41'

INV=27.24'

INV=3

5.51'

INV=35.51'

INV=34.55'

INV=34.95'

INV=3

6.82'

INV=15.61'

INV=15.10'

INV=15.09'

INV=14.06'

INV=14.16'

INV=14.05'

INV=15.41'

INV=39.18'

INV=29.93'

INV=29.90'

INV=36.28'

INV=12.26'

INV=8.11'

INV=26.18'

INV=2

9.25'

RIM

=32.06'

INV=25.42'

INV=26.27'

INV=13.67'

INV=33.6

4'

INV=33.5

0'

INV=34.2

9'

RIM=39.67'

INV=32.14'

INV=33.3

9'

INV=35.10'

INV=34.26'

INV=27.76'

INV=33.87'

INV=30.81'

INV=32.06'

INV=35.97'

INV=36.96'

INV=36.82'

INV=36.07'

INV=36.34'

INV=29.68'

INV=35.67'

INV=35.86'

INV=28.97'

INV=28.97'

INV=36.9

3'

INV=28.39'

INV=33.96'

INV=30.11'

INV=40.69'

INV=39.44'

INV=34.98'

INV=3

4.98'

INV=2

9.63'

INV=32.41'

INV=18.55'

INV=16.55'

INV=2

9.27'

INV=2

7.29'

INV=19.02'

INV=19.02'

INV=2

9.68'

INV=22.17'

INV=22.29'

INV=13.69'INV=2

0.71'

INV=16.54'

INV=15.75'

INV=13.97'

INV=13.97'INV=18.04'

INV=13.14'

INV=17.30'

INV=12.47'

INV=19.09'

INV=17.00'

INV=12.12'

INV=12.12'

INV=14.96'

INV=15.36'

INV=13.37'

INV=13.70'

INV=14.20'

INV=11.26'

INV=10.7

6'

INV=12.52'

INV=12.36'

INV=12.36'

INV=12.35'

INV=12.44'

INV=10.3

3'INV=10

.33'

INV=12.33'

INV=10.2

9'

INV=10.2

9'

INV=10.24'

INV=10.2

4'

INV=11.95'

INV=25.80'

INV=29.13'INV=27.70'

INV=25.30'

INV=11.76'

INV=11.69'

INV=35.0

5'

INV=33.81'

INV=34.26'

INV=2

3.82'

INV=22.02'

INV=32.30'

RIM=42.93'

RIM=18.76'

INV=5.38'

INV=5.38'

INV=14.71'

INV=11.9

6'

INV=12.22'

INV=14.11'

INV=13.19'

INV=14.07'

INV=11.40'

INV=7.05'

INV=7.18'

RIM=3

9.01'

INV=7.60'

INV=33.54'

INV=33.53'

INV=33.3

4'

INV=15.49'

RIM=20.14'

INV=16.7

4'

INV=32.91'

INV=3

1.86'

INV=2

6.87'

RIM

=41.2

1'

INV=18.73'

RIM

=39.36'

RIM

=41.0

0'

INV=19.06'

INV=19.06'

INV=2

3.23'

INV=3

0.81'

INV=19.36'

INV=3

1.04'

INV=3

1.73'

RIM

=46.63'

RIM

=32.32'

INV=19.3

6'

INV=2

6.18'IN

V=2

5.79'

RIM

=49.78'

RIM

=50.24'

INV=6.05'

INV=27.19'

RIM=46.01'

NYC SEWER

SUMP=26.75'

INV=2

8.15'

INV=3

8.19'

INV=17.04'

INV=18.10'

INV=25.81'

INV=4

0.20'

INV=23.94'

INV=13.69'

INV=22.29'

RIM=10.42'

INV=3

4.72'

TF=39.42'

INV=33.90'

INV=3

2.86'

INV=3

2.91'

INV=16.37'

RIM=42.93'

RIM=12.12'

E

INV=40.03'

INV=41.11'

INV=34.64'

RIM=41.2

8'

INV=35.70'

RIM=41.2

4'

RIM

=18.62'

INV=35.67'

RIM=41.

20'

INV=36.59'

TF=39.25'

RIM=41.4

2'

CS

CS

CS

CS

CS

CS

CS

CS

CS

CALL BOXFDNYC

STEEL

PLA

TE ‚"x2'-8"

2-4" I,

4"

C.

CS

INV=30.56'

INV=39.61'

INV=39.66'

INV=2.75'

INV=5.26'

INV=63.86'

INV=42.2'

INV=41.

45'

INV=41.55'

INV=63.0

3'

INV=62.9

3'

CANN

OT OP

EN

CRAC

KED LID

NO PIP

ES VIS

IBLE

SUMP=2.14'

INV=3

5.76'

INV=34.21'

INV=4.74'

INV=31.91'

TR

AP

DO

OR

INV=3.74'

INV=5.06'

INV=3.81' INV=4.51'

INV=10.37'

SUMP=8.12'

RIM=17.88'

INV=13.24'

RIM=13.83'

RIM=15.02'

RIM=8.68'

OPEN

COULD NOT

INV=9.83'

RIM=16.60

SUMP=7.50'

INV=49.10'

INV=29.17'

SUMP=4.97'

SILTED

INV=16.61'

INV=12.51'

SU

MP=12.78'

INV=4.79'

100% SILT

ED

SUM

P=59.45'

DEBRIS

FIL

LED

WIT

H

SUMP=45.04'

INV=40.10'

INV=39.30'

INV=3

7.63'

RIM=55.55'

45.44'TOP

OF DEBRIS

RIM=48.

33'

INV=16.81'

INV=6.85'

INV=5.98'

INV=5.63'

INV=5.48'

INV=5.45'

INV=5.64'

INV=5.48'

INV=5.48'

INV=11.64'

INV=14.44'

INV=29.40'

INV=39.50'

INV=8.30'

INV=8.30'

NO PIPES VISIBLE

INV=7.79'

INV=7.99'

INV=7.10'

INV=7.99'

INV=5.05'

SUMP=2.39'

WATER

FILLED W/

INV=6.19'

SUMP=2.41'

WATER

FILLED W/

WATER

FILLED W/WATER

FILLED W/

INV=6.09'

INV=12.33'

INV=10.2

9'

INV=15.91'

INV=14.42'

INV=2

2.69'

INV=20.23'

INV=28.39'

INV=30.11'

INV=32.9

6'

SUMP INV=36.69'

SUMP=37.07'

SUMP=3.84'

TOP

OF

HOOD=4

2.68'

SU

MP=3

9.35'

INV=43.2

0'

INV=4

3.10'

TF=6

2.48'

INV=17.68'

INV=16.02'

INV=26.90'

INV=25.90'

INV=29.98'

INV=4.17'

NO PIPE VISIBLE.

HEAVILY RECESSED.

SU

MP=3

8.58'

TOP

OF

HO

OD=4

1.75'

HO

ODE

D PIP

E

INV=16.

86'

INV=27.03'

INV=29.64'

INV=28.13'

INV=2

4.10'

INV=23.94'

INV=29.98'

INV=30.16'

FILLED W/

WATER

100

% P

ACKE

D

INV=39.61'

INV=17.01'

INV=16.7

4'INV=15.49'

VISIBLE

PIPES

NO

RIM=8.76'

INV=5.26'

RIM=7.54'

SUMP=21.39'

INV=11.29'

INV=11.09'

RIM=8.69'

INV=12.35'

42.03'TOP

OF DEBRIS

R.P.O.

INV=4.18'

R.P.O.

INV=4.18'

R.P.O.

INV=4.81'

INV=8.10'

R.P.O.

INV=4.81'

R.P.O.

INV=7.44'

9.75'

BOX INV=

INV=18.28'

INV=5.48'

INV=7.24'

INV=7.24'

R.P.O.

INV=11.93'

R.P.O.

INV=13.25'

INV=13.95'

INV=40.73'

INV=25.81'

INV=11.49'

INV=18.10'

INV=62.34'

INV=3.13'

INV=3.13'

INV=3.18'

INV=3.18'

INV=5.38'

INV=3.83' R.P.O.

INV=3.83'

R.P.O.

INV=5.38'

R.P.O.

R.P.O.

INV=5.38'R.P.O.

INV=6.93'

R.P.

O.IN

V=10.37'

R.P.O.

INV=10.10'

R.P.O.

INV=10.07'

R.P.O.

INV=10.07'

SUMP=18.08'

INV=12.50'

INV=12.00'

NOT OPENED

RIM SEALED

60.25'

VE

RTIC

AL PIP

E8.20'

BOX INV=

INV=11.80'

INV=3

5.64'

INV=35.64'

SUMP=18.17'INV=20.63' R.P.O.

INV=27.49'

INV=27.69'

INV=28.04'

INV=23.94'

INV=14.13'

WAT

ER

FILLE

D W/

SUMP=33.41'

INV=16.37'

INV=39.89'

INV=3

9.77'

INV=34.96'

INV=37.56'

INV=2

6.62'

R.P.O.

INV=20.08' R.P.O.

INV=27.00'

INV=40.03'

OVER OPENINGSILT BARRIER

INV=2

6.62'

R.P.O.

INV=30.38'

INV=41.11'

INV=16.12' R.P.O.

FILLED

FILLED

INV=11.71'

INV=11.21'

INV=19.09'

INV=19.16'

INV=27.14'

INV=27.14'

R.P.O.INV=17.20'

R.P.O.

INV=19.07'

R.P.O.

INV=2

3.12'

RECORD)

(LOCATION FROM

IN FIELD

NOT FOUND

M087Q

RECORD)

(LOCATION FROM

IN FIELD

NOT FOUND

M148Q

INV=27.14'

INV=27.69'

INV=33.59'

INV=34.0

7'

RIM=55.92'

RIM=48.

88'

RIM=64.51'M123

Q

RIM=69.71'M215

Q

RIM=72.86'M152

Q

RIM=37.67'

INV=4.17'

INV=22.52'

INV=20.52'

INV=36.74'

INV=33.62'

RIM

=45.34'

INV=44.42'

WIT

H DEBRIS

100% FILLE

D

(3RD

ATTEMPT)

NO INVE

RTS

AVAILABLE

VEHICLE OVE

R STUR

CTURE

TOP OF HOOD=37.23'

SUMP=35.41'

INVERTS

(3RD

ATTEMPT)

UNABLE TO

OBTAIN

CONSTRUCTION

AREA

STRUCTUR

E IN

AN ACTIVE

(3RD ATTEMPT)

NO INVERTS

AVAILABLE

VEHICLE

OVER STRUCTURE

CS

RIM

=56.53'

RIM=48.84'

RIM=43.17'

RIM=52.97'

SUMP=46.35'

SUMP=45.01'WATERFIL

LED WITHTOP

OF HOOD=44

.42'

SUMP=43.37'

SUMP=64.24'

WATERFILLED WIT

H

TOP OF

HOOD=69.22'

SUMP=66.58'

RIM=57.68'

CS

CS

RIM=63.53'

RIM=70.62'

RIM=77.

21'

TOP OF

HOOD=73.02'

SUMP=68.72'

DEBRISFILLE

D WIT

HSUMP=63

.33'

INV THRU=3

7.3+/-

R.P.O.

FILLED WIT

H DEBRIS

INV THRU=5

2.8'+/-

R.P.O.

INV THRU=4

4.2'+/-

R.P.O

INV THRU=5

8.0'+/-

R.P.O.

INV THRU=6

1.2'+/-

R.P.O.

DEBRIS

FILLED WITH

INV=35.53'

INV=3

7.62'

R.P.O.

12"

RCP

15"

RCP

15"

RCP

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ONLY"PERMIT PARKING

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HANGES TO METAL

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"EXIT 13W"

VAULT

E

E

E

E

E

E

E

E

ASPHALT

WALK

E

REMOVAL""LITTER

E

E

CHERRY

18"

ARCH

ED BEAM

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ARCH

ED BEAM

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CLEARANCE"

""10'-6"

CONC WALK

CONC WALK

CONC WALK

CONC WALK

CONC WALK

30" OAK

"35 MPH"

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"35 MPH""ARROW"

""ARROWS"

""ARROW"S"

EXIT 14MAIN ST"

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ENCE

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+

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12"

5x12"

12"

22"

2x2"

8"

2x8"

8"

36"

28"

28"

28"

28"

4"

4"

4x3"4"

4"

5"

5"

5"

15"

14"4"

36"

28"

POLELIGHT

POLELIGHT

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ANE ENDS"

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POLELIGHT

POLELIG

HT

CLEARANCE"

"12'-7"

GUIDE RAIL W-BEAM

GUIDE RAIL

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GUIDE RAIL W-BEAM

GUIDE RAIL W-BEAM

POLELIG

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GUIDE RAIL W-BEAM

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""11'-5" CLEARANCE"

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GUIDE RAIL W-BEAM

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ENCE

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FFE.=14.031

FFE.=14.035

FFE.=14.038

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SURF

ACE

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BRICK

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12.841

FFE.=

SHED

METAL STORAGE

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FFE.=13.18

7

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LPE

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GYM

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DOORWAYFFE.=17.023

SPRINKLERAUTO

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FFE.=13.506

GUTTER

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LP

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DOORWAYFFE.=17.01

7

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12.802

LIGHT

LIGHT

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STORAGEEQUIPMENT

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CLEARANCE 8'-8"

WEST BROOKLYN

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"EXIT 13N

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SOUTH 678

"EXIT 13S

E

E

E

S

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E

E

C2

C13

C1

C18

C14

C15C17

C16

MAY 2017

DELINEATED

AREA C

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OFFICETEMORARY FIELD

ACTIVE C

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ION

AREA UNDER

E

E

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LEAR

ANCE

E

E

E

E

E

E

E

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E

E

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UNION TURNPIK

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SCUPPER

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INV=2

5.34'

INV=29.53'

RIM

=34.09'

INV=25.20'

INV=25.20'

INV=29.07'

INV=26.82'

INV=26.82'