49.0

48.6

48.9

Double Yellow Line

FH

Sign

Sign

Sign

Sign

Sign

Sign

Stop Line

CB

CB

CB

CB

CB

CB

Conc. Curb

Conc. Curb

Conc. Curb

Box

Traffic

Signal

Stone and Masonry Retaining Wall

Stone and M

asonry

Retaining W

all

Stone and

Masonry

Retaining Wall

Conc. Walk

Bit.

Walk

UP

W69

UP W68

UP W67

UP W66

East Lincoln

Avenue

Bit.

Pavement

Sign

Conc

. Cu

rb

Box

Traffic Signal

Grass

CBCB

Signs

Stop Line

Stop

Line

Stop

Line

Sign

Sign

Conc.

Box

Traffic

Signal

Sign

WV

CB

Signs

Sign

LP

FH

Conc. Curb

Conc. Curb

Conc. Curb

Bit. Island

Guide

Rail

Hutchinson

River Pkwy.

(south-

bound

exit ram

p)

(south-

bound

entrance

ram

p)

Brad

ford

Roa

d

Rock

U

U

U

SMH

43.9

32.93

2.6

32.4

32.1

32.3

39.8

34.2

34.8

33.2

32.4

32.6

Traffic

Signal

Box

SMH

SMH

SMH

SMH

SMH

GV

GV

WV

WV

(typ.)

Parking M

eters

Stone and M

asory

Brid

ge W

all

Sign

GV

GV

Sign

Stop Line

Crosswalk

Guy Pole

Traffic

Signal

Pole

Traffic Signal Pole

Overhead

Traffic

Signal

Crosswalk

Over-

head

Guy

Wire

GV

EMH

Conc. Walk

Bollards

X-Walk Sign

Sign

Pole

Conc.Curb

Pump Island

Bit. Pavement

Conc.

1 Story

Brick Building

(no number)

Bit. Pavement

LP

Traffic

Signal

Pole

Double Yellow

White Line

UP

W1

WV

Traffic

Signal

Overhead

Traffic Signal Box

ROCK

ROCK

110

00

109

00

108

00

116

00

115

00

115+43.79

114+96.25

114+79.01

115+78.43

107+82.60

108+12.21

108+73.30

109+40.90

109+00.08

109+98.86

R=365.59'

S 3

9°59'

25"

W

S

36°52'56" W

S 47°34'32" W

S 44°47'40"

W

S 44°43'22" W

N 80°3

1'15" W

N 78°5

5'58" W

N 76°31'4

5" W

N

74°21'05" W

N

62°15'17" W

Hutchinson River

Hutch

inson

Rive

r

Hutchinson River Pkwy.

ELEC

6-

4"C

ELEC

2-

5" HPP

16" GAS(STEEL)1

2" W

ATER

8" SANITARY

16" W

ATER

8" GAS(CAST

IRON)

T

6M

TD

STORM

15" STORM

T

1

CW

D

CITY OF MOUNT VERNON VILLAGE OF PELHAM

CAP (4)- 6" AND (1)- 3" SPARE DUCTS

AT EDGE OF NYDOT ROW FOR FUTURE USE

PROTECTION PLATES & SAND BACKFILL,

1

1/4" GAS(PLASTIC)

15" SANITARY

8" W

ATER

REQUIRED WORKSPACE

REQUIRED WORKSPACE

NEW YORK STATE DOT HIGHWAY BOUNDARY

BASED ON DOT RIGHT OF WAY DRAWINGS.

PROPERTY SURVEY SHOULD BE OBTAINED

PRIOR TO CONSTRUCTION

NEW YORK STATE DOT HIGHWAY BOUNDARY

BASED ON DOT RIGHT OF WAY DRAWINGS.

PROPERTY SURVEY SHOULD BE OBTAINED

PRIOR TO CONSTRUCTION

HUTCHINSON RIVER

16" SANITARY(ESTIM

ATED

DEPTH)

SEWER LOCATION NOT SHOWN ON PELHAM SEWER RECORDS

CONTRACTOR TO VERIFY DEPTH PRIOR TO CONSTRUCTION

in accordance

with the

EM&CP

General vegetation clearing

and disposal

in accordance

with the

EM&CP

General vegetation clearing

and disposal

Canopy

GAS STATION

First Avenue

PARKWAY

HUTCHINSON RIVER

PARKWAY

HUTCHINSON RIVER

Hutchinson

River Pkwy.

SEDIMENTATION BARRIERS IN

ACCORDANCE WITH EM&CP

GUIDELINES. SEE DRAWING 351844

FOR DETAILS.

CONSTRUCTION

ACCESS

SEE DWG 351844

DETAIL 10

SEDIMENTATION BARRIERS IN

ACCORDANCE WITH EM&CP

GUIDELINES. SEE DRAWING 351844

FOR DETAILS.

CONSTRUCTION

ACCESS ALONG

FIRST AVENUE

SEE DWG

351844 D

ETAIL

10

CONSTRUCTIO

N

ACCES

S

SEE DWG

3518

44

DETAIL

10

SEDIMENTATION BARRIERS IN

ACCORDANCE WITH EM&CP

GUIDELINES. SEE DRAWING 351844

FOR DETAILS.

N 759,200

N 759,10

0

N 759,000

E

682,4

00

E

682,3

00

E

682,2

00

E

682,100

E

682,0

00

END JACK

AND BORE

STA 109+08

(BL)=213'- 4"

BEGIN JACK

AND BORE

STA 114+58

(BL)=40'- 9"

END JACK

AND BORE

STA 115+68

(BL)=36'- 7"

BEGIN JACK

AND BORE

STA 110+95

(BL)=213'- 2"

4" WATER

16" WATER

12" SAN. SEWER

15" SAN. SEW

15" STORM

SEWER

T 4

CWD

T 1CWD

E 6

-4"C

E 2-5"H

PP; 1-

4"P

VC

8" G

8" SAN. SEWER

12" G

16" G

4.1'

COVER

12" G

12"

WATER

12" STORM

SEW

ER

36" STORM

SEWER

8" SAN. SEWER

18" STORM

SEWER

16"

SAN. SEWER

16" SAN. SEWER

20" SAN. SEWER

T

6MTD

E 6

-4"C

153'-0"(AS-BUILT CONDITIONS)

3'-0"(AS-BUILT CONDITIONS)

73'-0" (START OF BEND)

3.0' COVER

131'-0

"(AS-BUILT CONDITIONS)

133'-0"(AS-BUILT CONDITIONS)

74'-0"(A

S-BUIL

T CONDITIONS) D

UCTS CRO

SS EXI

T RAMP

147'-0"(AS-BUILT CONDITIONS)

5'-0"(AS-BUILT CONDITIONS)

4.0' COVER

3.0' COVER

4.0' COVER

4.0' COVER

3.5' COVER

6.0' C

OVER

UNDER UTILITIES

M

ATCH

LINE

SEE

DW

G

348713

SHT

14

STA

107+

12

(BL) =

5'-

5"

M

ATCH

LINE

SEE

DW

G

348713

SHT

16

STA

116+

84

(BL) =

3'-

9"

INSTALL 138KV DUCT BANK

AND COMMUNICATION DUCTS

PROFILE ALONG CENTER LINE OF 138KV DUCT BANK CONTAINING XLPE CABLE

1" = 20'

REZA GHAFURIAN

M. TABLANTE (BMCD)

R. JENSSEN (BMCD)

7

-

IH

REVISION

USE .1 SIZE TEXT ONLY

6

5

4

GF

-

3

2

REV

REVISION

SIGNATURES

-

1

-

STATION:

DWG.

NO.

BORO:

EDISON

CON

- APPROVALS -

DESIGN

MANAGER:

DESIGN

SUPERVISOR:

TITLE:

CODE:

I

SCALE:

CHECKER:

H

DESIGN

DISCIPLINE

GF

COMPUTER GENERATED DRAWING NOT TO BE HAND REVISED

EDCBA-

7

6

5

4

EDC

3

2

BA-

1

SIZE

DWG. DWG.

TYPE

DRAWN

BY:

DESIGN

ENGINEERING

DES ENG

ENGINEER

MANAGER:

DISCIPLINE

ENGINEER:

00

34871302

02

WESTCHESTER

INSTALLATION OF FEEDERS 38W09T

WASHINGTON ST S/ S TO CEDAR ST S/ S

FROM STA 107+80 TO STA 116+84

TM

348713

02

348713

02

348713

02

34871302

348713 02

A

WASHINGTON STREET

TRANSMISSION

SHT 15 OF 22

FIRE MANHOLE

SUBWAY MANHOLE

VALVE OF UNKNOWN TYPE

CALL BOX

STRUCTURE

X X X

LEGEND:

FENCE LINE

CURBLINE

ELSPOT ELEVATION

TREE

MANHOLE OF UNKNOWN TYPE

LIGHT POST

WATER MANHOLE

CON EDISON MANHOLE

FIRE HYDRANT

SEWER MANHOLEWATER VALVE ROUND\ SQUARE

GAS VALVE ROUND\ SQUARE

MONUMENT

CATCH BASIN W/ CURB PIECE

CATCH BASIN

C.T. & E.S. MANHOLE

MAILBOX

MAG NAIL SET

E.C.S. MANHOLE

D.P.W. MANHOLE

STANDPIPE / SPRINKLER

METAL DOOR

CABLE TELEVISION

ELECTRIC PULLBOX

CONTROL POINT

GG

WW

CB

CB

CT

F

ECS

DPW

SUB

+

MH

CE

W

S

TPB

CENTERLINE BASELINE

BUSH

TRAFFIC SIGNAL POLE

CROSSWALK SIGNAL POLE

TRAFFIC PULLBOX

UNKNOWN PULLBOXUPB

EDGE OF WALK/ CONCRETE

18+00PAY PHONE

PARKING METER

P

PM

CATV

VAULT

FILL OIL\ GAS

GUY ANCHOR

SIGN

UTILITY POLE

FGFO

M.D.

RIGHT OF WAY LINE

LARGE SIGN

EPB

BOLLARD

+

STEAM MANHOLE

STEAM VALVEST

St

PS PEDESTRIAN SIGNAL

STEEL POST

VV

DN

DE

DO NOT ENTER SIGN

DEAD END SIGN

CPB CABLE PULL BOX

WM

WATER METER

RD ROOF DRAIN

E

T

C

G

W OR WM

S

R

F

ELECTRICAL

HIGH PRESSURE FLUID FILLEDHPP

TELEPHONE

CABLE

GAS

WATER

SEWER

TRANSIT

FIRE

TR TRAFFIC BOX

STA. = STATIONING ALONG C OF BASE LINE

(BL) = DISTANCE FROM THE BASE LINE

PC = POINT OF CURVATURE

PI = POINT OF INTERSECTION

PT = POINT OF TANGENCY

R = RADIUS OF CIRCLE

ANG. = ANGLE IN DEGREES

T = DISTANCE FROM THE PC OR PT TO THE PI

L = LENGTH OF CURVE

ABANDONED TROLLEY TRACKS

SCALE (HORIZONTAL)

( IN FEET )

1 inch = 20 FT.

40 0 20 40 80

45'

50'

ST ELEV

34'

ST ELEV

SCALE (VERTICAL)

( IN FEET )

1 inch = 10 FT.

20 0 10 20 40

C

B A

SP

WASHINGTON ST S/ S

CEDAR ST S/ S

CEDAR ST S

MANHATTAN AVEWEBSTER AVE

E LINCOLN AVE

WASHINGTON ST

E 3RD

ST

FIRST

AVE

COMMERCE DR

E LINCOLN AVE

HUTCHINSON

RIVER

PARKW

AY

HUTCHINSON RIVER

E LIN

COLN

AVE

FORTH

AVE

NINTH

AVE

HARTFORD AVELYONS

PLACE

WILSON WOODS PARK RD

NNORTH AVE

MANOR PLACE

FOR TRENCHLESS CROSSING

DESIGN SEE DWGS 351848/351849

NOTES:

CONSTRUCTION OF THE EXACT LOCATION OF ALL BURIED FACILITIES IN THE

CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION, PRIOR TO1.

VICINITY OF CONSTRUCTION ON THE PLANS. THE LOCATIONS OF THE BURIED

FACILITIES INDICATED ON THESE DRAWINGS WERE OBTAINED BY A SEARCH OF

THE AVAILABLE RECORDS. ADDITIONAL UNDERGROUND FACILITIES MAY EXIST OR

THE LOCATION OF THE FACILITIES MAY DIFFER FROM THE LOCATIONS SHOWN ON

THESE PLANS.

SEWER AND WATER CONNECTIONS TO BUILDINGS EXIST IN STREETS BUT2.

SPECIFIC LOCATIONS ARE NOT KNOWN OR IDENTIFIED. CONTRACTOR SHALL

LOCATE AND PROCEDE PER REQUIREMENTS OF SPECIFICATIONS.

CATCH BASIN PIPE LOCATION AND DEPTH ARE APPROXIMATE AND ASSUMED.3.

ACTUAL FIELD INSTALLATION IS NOT DOCUMENTED. CONTRACTOR SHALL LOCATE.

30'

5'

10'

15'

20'

25'

30'

5'

10'

15'

20'

25'

35'

40'

6'-

2" COVER

5'-

9" COVER

7'-

2" COVER

NOTE: DIRECTION OF BORING OPERATIONS IS NOT FIXED

BY DESIGNATION OF JACKING AND RECEIVING SHAFTS.

DIRECTION OF BORE MAY BE REVERSED AT CONTRACTOR'S

OPTION.

SEE DRAWING 351848 FOR DESIGN DETAIL

EXISTING GRADE

HORIZONTAL LENGTH = 87'

RECEIVING SHAFT

(SHALL BE DESIGNED

BY CONTRACTOR)

PROPOSED BORE PROFILE

30- INCH STEEL CASING

JACKING SHAFT

(SHALL BE DESIGNED

BY CONTRACTOR)

JACKING SHAFT

(SHALL BE DESIGNED

BY CONTRACTOR)

PROPOSED BORE PROFILE

42- INCH STEEL CASING

RECEIVING SHAFT

(SHALL BE DESIGNED

BY CONTRACTOR)

13'-

10" COVER

11'-

0" COVER

SEE DRAWING 351849 FOR DESIGN DETAIL

HORIZONTAL LENGTH = 166'

C

B A

SPC

B A

SP

RICHARD FIGARO

A. MUKHOPADHYAY/ C. NORQUIST (BMCD)

SPEC # CE- TS- 3500- 21155- 04- C

ISSUED FOR CONSTRUCTION WITH

RONALD MEZI

SP

SP SP

SP

SP

SP SP

SP

351847

351844

REFERENCE DRAWINGS:

CROSSING OF NYC THROUGHWAY JACK AND BORE

DUCT BANK DETAILS/ EROSION CONTROL DETAILS

351848 CROSSING OF HUTCHINSON RIVER PARKWAY (SEGMENT 1) JACK AND BORE

348711

348710

TEST PIT PLAN (WASHINGTON STREET SUBSTATION)

WASHINGTON STREET SUBSTATION

348712 KEY PLAN

348709 CEDAR STREET SUBSTATION

351849 CROSSING OF HUTCHINSON RIVER PARKWAY (SEGMENT 2) JACK AND BORE

348704 FIELD POUR MANHOLE DETAILS

2005MB2428 PRECAST MANHOLE DETAILS

C

B A

SP

OVERHEAD LINE

MINIMUM 3 FT COVER ASSUMED UNLESS INDICATED IN PLAN

01

ADD INFORMATION BASED ON

NYSDOT COMMENTS

A. WONGM. RAJAPAKSE

AS- BUILT FIELD CONDITIONS.

REVISED DRAWING TO INCORPORATE

02ARNOLD WONG

M. MARTINEZ 10- 27- 2008

P/ N: 21155- 04

ISSUED FOR RECORDS.

02

PLAN VIEW

PROFILE VIEW

FOR TRENCHLESS CROSSING

DESIGN SEE DWGS 351848/351849

109'-0"(START OF BEND)

33'-0"(AS-BUILT CONDITIONS)