LOWER WESTCHESTER BRIDGE BUNDLE

LOWER WESTCHESTER BRIDGEBUNDLE

PIN 8101.46, Contract D900049

DB CONTRACT DOCUMENTS

PART 6RFP PLANS

Draft September 16, 2019

This page is intentionally left blank

New York State Department of Transportation

Lower Westchester Bridge Bundle i Part 6 - RFP PlansPIN 8101.46, Contract D900049 Draft September 16, 2019

DIRECTIVE PLANS

GN-01

DIRECTIVE NOTES:

SAW MILL RIVER PARKWAY NY ROUTE 987D FLOOD MITIGATION (BINS 5500839 AND 5500859)

DIRECTIVE NOTES

DESCRIPTION OF WORK AND SPECIFIC REQUIREMENTS

ROUTE 1 OVER THE MAMARONECK RIVER (BIN 1000040)

(BINS 5500100 AND 3348300)

HUTCHINSON RIVER PARKWAY FLOOD MITIGATION IN THE VICINITY OF THE EAST LINCOLN AVENUE

3.2. MILL AND RESURFACE LIMITS ARE SHOWN ON DWG RTE-01. THIS WORK INCLUDES CONSTRUCTION OF NEW DRAINAGE.

AS SHOWN ON DWG RTE-02.

3.1. EXISTING ISLAND SHALL BE REMOVED AND ADA COMPLIANT RAMPS SHALL BE INSTALLED AT THE NEW CROSSWALKS

3. INTERSECTION OF US ROUTE 1 AND MAMARONECK AVENUE

CONSTRUCTION IN ACCORDANCE WITH PART 4.

2.2. THE EXISTING 66" SANITARY SEWER MUST BE MAINTAINED AND PROTECTED THROUGHOUT THE DURATION OF

SIDEWALK, AND BRIDGE BARRIER.

SIMILAR RADIUS TO THE EXISTING ARCH. THIS WORK INCLUDES CONSTRUCTION OF NEW CURBS, UNDERDRAINS,

2.1. DEMOLISH EXISTING BIN 1000040 AND CONSTRUCT NEW CONCRETE STRUCTURE WITH ARCH APPEARANCE OF

2. BIN 1000040

RECONSTRUCTION AND CONSTRUCTION OF NEW DRAINAGE, CURBS, UNDERDRAINS, AND SIDEWALK.

1.3. PAVEMENT RECONSTRUCTION LIMITS ARE SHOWN ON DWG RTE-01. THIS WORK INCLUDES COMPLETE PAVEMENT

DWG RTE-01.

LIMITS OF SIDEWALK RECONSTRUCTION, INCLUDING CONSTRUCTION OF NEW CURBS AND UNDERDRAINS, ARE SHOWN ON

1.2. MILL AND RESURFACE LIMITS ARE SHOWN ON DWG RTE-01. THIS WORK INCLUDES CONSTRUCTION OF NEW DRAINAGE.

UP TO ORIGINAL GRADE. RECONSTRUCT THE HARBOUR ISLAND PARK AS SHOWN ON DWGS LAP-01 AND LAP-02.

OF ROUTE 1 AND MAMARONECK AVE. INSTALL NEW RETAINING WALL AND BACKFILL TO BRING THE GRADE BACK

1.1. REMOVE THE EXISTING STRUCTURE SUPPORTING THE PARK AT THE SOUTHEAST QUADRANT OF THE INTERSECTION

1. GENERAL

BRIDGE RAIL.

ABUTMENT FACE TO ABUTMENT FACE. THIS WORK INCLUDES CONSTRUCTION OF NEW CONCRETE MEDIAN BARRIER AND

3.1. DEMOLISH EXISTING BIN 5500859 AND CONSTRUCT NEW STRUCTURE WITH MINIMUM HORIZONTAL OPENING OF 58' FROM

3. BIN 5500859

BRIDGE RAIL.

ABUTMENT FACE TO ABUTMENT FACE. THIS WORK INCLUDES CONSTRUCTION OF NEW CONCRETE MEDIAN BARRIER AND

2.1. DEMOLISH EXISTING BIN 5500839 AND CONSTRUCT NEW STRUCTURE WITH MINIMUM HORIZONTAL OPENING OF 110' FROM

2. BIN 5500839

EMBANKMENTS AND TURF SHALL BE IN ACCORDANCE WITH DESIGN BUILDER'S DESIGN SOLUTION.

RECONSTRUCTION AND CONSTRUCTION OF NEW DRAINAGE, CURBS, UNDERDRAINS, GUIDE RAIL, AND CONCRETE MEDIAN BARRIER.

1.5. PAVEMENT RECONSTRUCTION LIMITS ARE SHOWN ON DWGS SMR-01 TO SMR-12. THIS WORK INCLUDES COMPLETE PAVEMENT

OF NEW DRAINAGE, CURBS, UNDERDRAINS, CONCRETE MEDIAN BARRIER, AND GUIDE RAIL.

1.4. MILL AND RESURFACE LIMITS ARE SHOWN ON DWGS SMR-01 TO SMR-12. THIS WORK INCLUDES THE CONSTRUCTION

1.3. SUBGRADE STABILIZATION LIMITS ARE SHOWN ON DWGS SMR-09 TO SMR-11.

APPROXIMATELY STA 924+22 TO STA 931+26 AND REPLACE WITH A GRADED DITCH.

1.2. REMOVE EXISTING RCP ELLIPTICAL CULVERT ON THE EAST SIDE OF THE SAW MILL RIVER PARKWAY FROM

LIMITS AS SHOWN ON DWGS SMR-01 TO SMR-12.

1.1. RECONSTRUCT THE SAW MILL RIVER PARKWAY ABOVE THE Q100 FLOOD ELEVATION WITHIN THE PROJECT

1. GENERAL

8.1. MILL AND RESURFACE LIMITS ARE SHOWN ON DWG HRP-01.

8. WILSON WOODS PARK ROAD

RAIL AND CONSTRUCTION OF NEW DRAINAGE.

7.1. MILL AND RESURFACE LIMITS ARE SHOWN ON DWGS HRP-01 TO HRP-04. THIS WORK INCLUDES REPLACEMENT OF EXISTING GUIDE

7. RAMP S

FIRST AVE.

6.4.1. NEW PATH SHALL BE ASPHALT FROM EXISTING PATH TO NEW STRUCTURE AND CONCRETE FROM NEW STRUCTURE TO

CONSTRUCTED ON RIVER SIDE ALONG THE LIMITS OF THE NEWLY CONSTRUCTED PATH.

FROM FIRST AVE TO EXISTING PATH ON WEST SIDE OF HUTCHINSON RIVER AS SHOWN ON DWG HRP-02. RAIL SHALL BE

6.4. WESTCHESTER COUNTY OWNED PEDESTRIAN PATH BRIDGE SHALL BE REMOVED AND NEW 5' WIDE PATH SHALL BE CONSTRUCTED

PEDESTRIAN PATH CONNECTION AS SHOWN ON DWG HRP-02 AND STANDARD BRIDGE GUIDE RAIL.

6.3.1. NEW STRUCTURE SHALL INCLUDE 5' WIDE MIN. SIDEWALK ON SOUTH SIDE EXTENDING FROM FIRST AVE TO PROPOSED

SPAN OF 30'.

6.3. DEMOLISH EXISTING CULVERT (CULVERT C890715) SPANNING HUTCHINSON RIVER AND CONSTRUCT NEW STRUCTURE WITH MINIMUM

GUIDE RAIL.

RECONSTRUCTION, CONSTRUCTION OF NEW DRAINAGE, CURBS, UNDERDRAINS, AND SIDEWALK, AND REPLACEMENT OF EXISTING

6.2. PAVEMENT RECONSTRUCTION LIMITS ARE SHOWN ON DWGS HRP-01 TO HRP-04. THIS WORK INCLUDES COMPLETE PAVEMENT

GUIDE RAIL AND CONSTRUCTION OF NEW DRAINAGE.

6.1. MILL AND RESURFACE LIMITS ARE SHOWN ON DWGS HRP-01 TO HRP-04. THIS WORK INCLUDES REPLACEMENT OF EXISTING

6. RAMP R

DRAINAGE, CURBS, AND UNDERDRAINS.

5.1. MILL AND RESURFACE LIMITS ARE SHOWN ON DWGS HRP-01 TO HRP-04. THIS WORK INCLUDES THE CONSTRUCTION OF NEW

5. RAMP T

4.2. EXISTING GUIDE RAIL BETWEEN RAMP U AND RAMP T SHALL BE REPLACED WITH NEW CONCRETE MEDIAN BARRIER.

DRAINAGE, CURBS, AND UNDERDRAINS.

4.1. MILL AND RESURFACE LIMITS ARE SHOWN ON DWGS HRP-01 TO HRP-4. THIS WORK INCLUDES THE CONSTRUCTION OF NEW

4. RAMP U

RAMPS SHALL BE INSTALLED AT THE CROSSWALK.

3.2. CURB AND SIDEWALK SHALL BE RECONSTRUCTED AT FIRST AVENUE AND LINCOLN AVENUE INTERSECTION. ADA COMPLIANT

AND ASPHALT DRIVEWAY APRONS, ARE SHOWN ON DWGS HRP-01 TO HRP-04.

NEW WEST SIDE GUIDE RAIL. LIMITS OF SIDEWALK RECONSTRUCTION, INCLUDING CONSTRUCTION OF NEW CURBS, UNDERDRAINS,

3.1. MILL AND RESURFACE LIMITS ARE SHOWN ON DWGS HRP-01 TO HRP-04. THIS WORK INCLUDES THE CONSTRUCTION OF

3. FIRST AVENUE

THE FUTURE EXPANSION TO 6 LANES WITH SHOULDERS.

2.2.3. THE MINIMUM VERTICAL CLEARANCE OVER THE HRP SHALL BE 14.0 FT ACROSS THE ENTIRE ROADWAY, INCLUDING

2.2.2. NEW STRUCTURE SHALL HAVE AN ARCHED APPEARANCE OF SIMILAR RADIUS TO THE EXISTING ARCH.

ABUTMENT FACE TO ABUTMENT FACE.

THE HRP-SOUTHBOUND TO WILSON WOODS PARK RD. THE MINIMUM HORIZONTAL OPENING SHALL BE 112' FROM

EXPANSION OF THE HRP TO 6 LANES OF THROUGH TRAFFIC, SHOULDERS AND STANDARD DECELERATION LANE FROM

2.2.1. THE PROPOSED STRUCTURE SHALL SPAN THE HRP AND THE HUTCHINSON RIVER WHILE ACCOMODATING FUTURE

2.2. BINS 5500100 AND 3348300 SHALL BE DEMOLISHED IN THEIR ENTIRETY AND REPLACED WITH ONE 2-SPAN STRUCTURE.

ALONG FIRST AVE.

BE REPLACED IN KIND FROM THE EASTERN LIMIT OF THE NEW BRIDGE RAIL TO THE EXISTING TERMINATION POINTS

2.1.4. EXISTING NATURAL STONE WALLS AT THE NORTHWEST AND SOUTHWEST INTERSECTIONS WITH FIRST AVE (FA) SHALL

SIDE GUIDE RAIL.

PAVEMENT RECONSTRUCTION AND CONSTRUCTION OF NEW DRAINAGE, CURBS, UNDERDRAINS, SIDEWALK AND SOUTH

2.1.3. PAVEMENT RECONSTRUCTION LIMITS ARE SHOWN ON DWGS HRP-01 TO HRP-04. THIS WORK INCLUDES COMPLETE

AND UNDERDRAINS, ARE SHOWN ON DWGS HRP-01 TO HRP-04.

STA LA 5+50 AND LA 6+45. LIMITS OF SIDEWALK RECONSTRUCTION, INCLUDING CONSTRUCTION OF NEW CURBS

OF NEW NORTH SIDE HAND RAIL BETWEEN STA LA 5+50 AND LA 6+45, AND SOUTH SIDE GUIDE RAIL BETWEEN

2.1.2. MILL AND RESURFACE LIMITS ARE SHOWN ON DWGS HRP-01 TO HRP-04. THIS WORK INCLUDES THE CONSTRUCTION

TO TIE INTO THE NEWLY RECONSTRUCTED BRIDGE ELEVATIONS AND IN ACCORDANCE WITH PROJECT REQUIREMENTS.

2.1.1. RECONSTRUCT THE LINCOLN AVENUE (LA) APPROACHES AND ANY LOCAL STREETS AND INTERSECTIONS AS NECESSARY

2.1. GENERAL

2. EAST LINCOLN AVENUE

1.4. ROADWAY WIDENING SHALL MATCH ADJACENT PAVEMENT SECTIONS, INCLUDING TYPE AND DEPTH.

STA. HRP 111+00 TO HRP 111+55.

1.3. ROADWAY WIDENING MAY REQUIRE THE RELOCATION OF A RETAINING WALL AND A HEAD WALL FROM APPROXIMATE

1.2. THE MAINLINE OF THE HRP SHALL NOT BE LOWERED.

THE ROADWAY.

DRAINAGE, CURBS, AND UNDERDRAINS, REPLACEMENT OF EXISTING GUIDE RAIL, AND WIDENING AND RESURFACING OF

WITHIN THE PROJECT LIMITS SHOWN ON DWGS HRP-01 TO HRP-04. THIS WORK INCLUDES CONSTRUCTION OF NEW

DRAINAGE SYSTEM AND PREVENT INUNDATION OF THE ROADWAY FOR NO LESS THAN THE 50-YEAR STORM EVENTS

1.1. THE HUTCHINSON RIVER PARKWAY (HRP) SHALL BE RECONSTRUCTED TO CORRECT THE DEFICIENCIES IN THE HIGHWAY

1. HUTCHINSON RIVER PARKWAY

ALL DRAWINGS REFERENCED ARE LOCATED IN PART 6, DIRECTIVE DRAWINGS.

THIS REQUIREMENT REQUIRES AN APPROVED ATC.

DEPTH OF T&L SHALL NOT EXCEED 8". A RAISE IN GRADE EXCEEDING 8" REQUIRES FULL RECONSTRUCTION. DEVIATION FROM

MILL AND RESURFACE AREAS MAY REQUIRE TRUING AND LEVELING (T&L) TO MEET REQUIRED GRADES AND OR CROSS SLOPES.

REQUIRED.

IF THE PROPOSED DESIGN SOLUTION REQUIRES PAVEMENT RECONSTRUCTION IN LIEU OF MILL & RESURFACE, AN ATC IS NOT

REQUIREMENTS AND DEPARTMENT'S STANDARDS.

FOR ALL AFFECTED PAVEMENT AREAS, THE DESIGN-BUILDER SHALL ENGINEER ROADWAY PROFILES TO MEET THE CONTRACT

ALL EXISTING GUIDE RAIL WITHIN THE LIMITS OF WORK SHALL BE REPLACED.

UTILITY RELOCATIONS AND IMPACT TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH PART 4.

AESTHETIC REQUIREMENTS SHALL BE IN ACCORDANCE WITH PART 3, SECTION 14.3.2.

BRIDGES THAT ARE TO BE DEMOLISHED AND RECONSTRUCTED WILL BE ASSIGNED NEW BINS.

ALL STATIONING IN DIRECTIVE NOTES IS APPROXIMATE.

INDICATIVE / DIRECTIVE PLAN SHEETS ARE NOT REPRESENTATIVE OF ALL PROJECT REQUIREMENTS.

ESTABLISHMENT OF ADJACENT AREAS IN ACCORDANCE WITH DEPARTMENT STANDARDS.

VERTICAL ALIGNMENTS ARE NOT DIRECTIVE. MODIFICATIONS TO VERTICAL PROFILE MAY REQUIRE REGRADING AND TURF

ALL HORIZONTAL ALIGNMENTS SHALL CONFORM TO THE DIRECTIVE PLANS.

LIGHTING AND STRIPING WITHIN LIMITS OF WORK SHALL BE REPLACED UNLESS OTHERWISE NOTED.

AND ALL OTHER STRUCTURAL COMPONENTS FOR EACH SITE LISTED BELOW SHALL COMPLY WITH THE RFP. ALL EXISTING

APPLY. NEW CONCRETE DECK, CONCRETE BARRIER, STRUCTURAL STEEL, BEARINGS, BEARING PEDESTAL, PIERS, COLUMNS

FOLLOWING IS A DESCRIPTION OF THE WORK ASSOCIATED WITH EACH SITE ALONG WITH SPECIFIC REQUIREMENTS THAT

BRIDGES CULVERTSPIN

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

ALTERED BY:

CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

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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,

COUNTY: WESTCHESTER

ON:

AFFIX SEAL:

PHOPHOPHOPHORFM

C

BRIDGES CULVERTSPIN



ON:

ALTERED BY:

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DRAWING NO.

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COUNTY: WESTCHESTER

ON:

AFFIX SEAL:

WW 1+00

WW 2+00

WW 3+00

WW 4+00

LA 7+00

LA 6+00

LA 5+00

LA 4+00

R 98+95.39PI

HRP 96+00

HRP 97+00

HRP 98+00HRP 99+00 HRP 100+00 HRP 101+00 HRP 102+00 HRP 103+00

HRP 96+29.1

7

PC

HRP 100+73.7

1

PT

T 92+00

T 93+00

T 94+00

T 95+00

T 96+00

T 97+00

T 94+09.36

PC

T 96+22.9

0

PCC

T 96+83.3

1

PT

T 95+29.0

5PI

24+0025+00

26+00

U 27+00

U 28+00

U 29+00U 29+11

U 29+11

25+58.2

0

PC

U 27

+71.09

PT

U 28

+25.17

PC U 29+08.9

7

PT

U 29+11.0

7

POE

U 27+38.52PI

U 28+76.9

3PI

EQNAHD U 26+05.0

0

EQNBK26+05.0

0

P.O.L. STA. WW 2+04.21

EQNAHD T 91+92.88 =

EQNBK 91+92.88

P.O.B. STA.

0 25 50 75 100'25

1" = 50'

GRID

NO

RT

H

HRP-01

AT E. LINCOLN AVENUE

HUTCHINSON RIVER PARKWAY

DIRECTIVE PLAN


MA

TC

H

LIN

E

SE

E

DR

AWIN

G

NO.

HR

P-03

MATCH LINE SEE DRAWING NO. HRP-02

8101.46

3348300

5500100 C890715

PROJECT LIMIT

LIN

COL

N

AVE

NUE

WILSON WOODS PARK ROAD

HUTCHINSON RIVER PARKWAYRA

MP U

RAMP T

�APPR

OX.

ST

A

HRP 95+05

PR

OJE

CT LIMIT

MILL AND RESURFACE

SIDEWALK RECONSTRUCTION

BRIDGE / PAVEMENT RECONSTRUCTION

LEGEND:

BIN 5500100

HANDRAIL

NEW

BARRIER

MEDIAN

CONCRETE

NEW

RFM

C

FA 2+00

FA 1+00

FA 3+00

FA 4+00

FA 5+00

LA 11+00

LA 10+00

LA 9+00

LA 8+00

R 96+34R 96+34

R 97+00

R 98+00

R 99+00

R 100+00

BRIDGES CULVERTSPIN



ON:

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0 25 50 75 100'25

1" = 50'

GRID

NO

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DIRECTIVE PLANHRP-02


MA

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H

LIN

E

SE

E

DR

AWIN

G

NO.

HR

P-03

MATCH LINE SEE DRAWING NO. HRP-01

8101.46

3348300

5500100 C890715

�APPR

OX.

ST

A

HRP 95+05

PR

OJE

CT LIMIT

AVENUE

FIRST

RAM

P R

MILL AND RESURFACE



LEGEND:

BIN 3348300

CIN 890

715

LIMIT

PR

OJECT

OWNED PEDESTRIAN BRIDGE

REMOVE WESTCHESTER COUNTY

R 98+00

LIMIT

PROJECT

PHOPHOPHOPHORFM

RFM

0 25 50 75 100'25

1" = 50'

GRID

NO

RT

H

HRP-03



DIRECTIVE PLAN


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NO.

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8101.46

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5500100 C890715

MA

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NO

S.

HR

P-01

AN

D

HR

P-02

LIMIT

PROJECT

RAMP

SBIN 55

2345

0

MILL AND RESURFACE



LEGEND:

BRIDGES CULVERTSPIN



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FA 6+00

FA 7+00

FA 7+40

HRP 103+00 HRP 104+00 HRP 105+00 HRP 106+00HRP 107+00

HRP 108+00

HRP 109+00

HRP 110+00

HRP 105+69.6

8

PC

HRP 108+63.1

4PI

16+00

17+00

18+00

19+0020+0021+0022+0023+00

20+35.4

5

PT

17+40.3

2

PI

S 104+00

S 10

5+00

S 10

6+00

S 107+00

S 108+00

S 109+00

S 110+00

S 10

4+48.82

PC

S 106+32.3

5PT

S 106+32.4

6PC

S 108+27.5

3

PT

S 108+31.4

1

PC

S 105+44.02

PI

S 107+30.9

9

PI

S 109+94.3

8PI

P.O.L.

ST

A.

FA 6+46.0

5

EQ

NA

HD S 103+40.2

5 =

EQ

NB

K 103+40.2

5

P.O.B.

ST

A.

P.O.L. STA. WW 2+04.21

EQNAHD T 91+92.88 =

EQNBK 91+92.88

P.O.B. STA.

PHOPHOPHOPHO0 25 50 75 100'25

1" = 50'

GRID

NO

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HRP-04



DIRECTIVE PLAN

MA

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5500100 C890715

LIMIT

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MILL AND RESURFACE



LEGEND:

BRIDGES CULVERTSPIN



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COUNTY: WESTCHESTER

ON:

AFFIX SEAL:

HRP 111+00

HRP 112+00

HRP 113+00

HRP 114+00

HRP 115+00

HRP 116+00

HRP 117+00

HRP 111+55.3

0

PT

HRP 116+18.1

0

PC

HRP 117+92.2

6

PCC

10+00

11+00

12+00

13+00

14+00

15+00

10+00.0

0

POB

10+54.1

0

PI

12+34.5

8 PI

12+46.1

4

PI

14+43.8

9 PC

S 111+00

S 112+00

S 113+00

S 114+00

S 115+00

S 116+00S 116+22

S 111+57.1

3

PT

S 111+66.3

5PC

S 112+65.5

1

PT

S 113+60.6

5

PC

S 114+69.7

3

PT

S 116+22.2

6

POE

S 112+15.9

4

PI

S 114+15.2

0PI

P.O.L. STA. WW 2+04.21

EQNAHD T 91+92.88 =

EQNBK 91+92.88

P.O.B. STA.

SAW MI

LL RI

VER

NB

0 25 50 75 100'25

1" = 50'

GRID N

ORT

H

SMR-01

MAT

CH LIN

E SEE

DR

AWIN

G

NO.

SM

R-02

SAW MILL RIVER PARKWAY

DIRECTIVE PLAN5500859

5500842

5500841

5500839

SH9486 SAW MILL RIVER PARKWAY - TACONIC STATE PARKWAY

TO 6481 VILLAGE OF PLEASANTVILLE

TOWN OF MOUNT PLEASANT

8216.84

SB876+00

877+00878+00

879+00880+00

881+00882+00

883+00

FLOW

PROJECT LIMIT

SOUTHERN

BRIDGES CULVERTSPIN



ON:

ALTERED BY:

CONTRACT NUMBER

DRAWING NO.

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COUNTY: WESTCHESTER

ON:

AFFIX SEAL:

LEGEND:

SUBGRADE STABILIZATION

MILL AND RESURFACE


8'

11'

11'

11'

11'

8'

YAWKRAP REVIR LLIM WAS

SAW MILL RIVER

SAW MILL RIVER

LEGEND:


NB

FLOW

FLOW

SB

884+00 885+00886+00

887+00

888+00

889+00

890+00

BRIDGES CULVERTSPIN



ON:

ALTERED BY:

CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

08

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

DE

SIG

NC

HE

CK

DR

AF

TIN

GC

HE

CK

PR

OJ

EC

T

MA

NA

GE

R

Capone

11-S

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019 13:10

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MR

Pkwy_P

H2.d

gn




COUNTY: WESTCHESTER

ON:

AFFIX SEAL:

0 25 50 75 100'25

1" = 50'

GRID N

ORT

H

SMR-025500859

5500842

5500841

5500839

MAT

CH LIN

E SEE

DR

AWIN

G

NO.

SM

R-01




MAT

CH LIN

E SEE

DR

AWIN

G

NO.

SM

R-03


DIRECTIVE PLAN

8216.84

MILL AND RESURFACE



SAW MILL RIVER

LEGEND:


NB NB

0 25 50 75 100'25

1" = 50'

GRID

NO

RT

H

SMR-03

MAT

CH LIN

E SEE

DR

AWIN

G

NO.

SM

R-02

MAT

CH LIN

E SEE

DR

AWIN

G

NO.

SM

R-04

5500859

5500842

5500841

5500839





DIRECTIVE PLAN

8216.84

FLOW

SBSB

891+00

892+00

893+00 894+00895+00

896+00

897+00

BRIDGES CULVERTSPIN



ON:

ALTERED BY:

CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

08

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

DE

SIG

NC

HE

CK

DR

AF

TIN

GC

HE

CK

PR

OJ

EC

T

MA

NA

GE

R

Capone

11-S

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MR

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H2.d

gn




COUNTY: WESTCHESTER

ON:

AFFIX SEAL:

MILL AND RESURFACE




LEGEND:


NB

0 25 50 75 100'25

1" = 50'

GRID

NO

RT

H

SMR-04

MATC

H LIN

E SEE

DR

AWIN

G

NO.

SM

R-03

MATC

H LIN

E SEE

DR

AWIN

G

NO.

SM

R-05

5500859

5500842

5500841

5500839





DIRECTIVE PLAN

8216.84

SB

898+00

899+00

900+00

901+00 902+00

903+00

904+00

BRIDGES CULVERTSPIN



ON:

ALTERED BY:

CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

08

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

DE

SIG

NC

HE

CK

DR

AF

TIN

GC

HE

CK

PR

OJ

EC

T

MA

NA

GE

R

Capone

11-S

EP-2

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MR

Pkwy_P

H2.d

gn




COUNTY: WESTCHESTER

ON:

AFFIX SEAL:

MILL AND RESURFACE



SAW MILL RIVER

SAW MILL RIVER

SAW MILL RIVER

LEGEND:


NB

0 25 50 75 100'25

1" = 50'

GRID

NO

RT

H

MATC

H LIN

E SEE

DR

AWIN

G

NO.

SM

R-04

MATC

H LIN

E SEE

DR

AWIN

G

NO.

SM

R-06



TOWN OF MOUNT PLEASANT5500859

5500842

5500841

5500839


DIRECTIVE PLANSMR-05

8216.84

FLOW

FLO

W

FLOW

FLOW

SB

905+00

906+00

907+00

908+00909+00

910+00

911+00

BRIDGES CULVERTSPIN



ON:

ALTERED BY:

CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

08

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

DE

SIG

NC

HE

CK

DR

AF

TIN

GC

HE

CK

PR

OJ

EC

T

MA

NA

GE

R

Capone

11-S

EP-2

019 13:17

x847314

_cph_gnp_14 S

MR

Pkwy_P

H2.d

gn




COUNTY: WESTCHESTER

ON:

AFFIX SEAL:


MILL AND RESURFACE



9380055 NIB

C

LEGEND:


NB

NB

0 25 50 75 100'25

1" = 50'GRID

NORTH

MATCH LIN

E SEE DRA

WIN

G NO.

SM

R-05

MATC

H LIN

E SEE

DR

AWIN

G

NO.

SM

R-07




5500842

5500841

5500839

SMR-06SAW MILL RIVER PARKWAY

DIRECTIVE PLAN

8216.84

SB

SB

912+00

913+00

914+00

915+00916+00

917+00

918+00

SB DECEL LANE

BRIDGES CULVERTSPIN



ON:

ALTERED BY:

CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

08

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

DE

SIG

NC

HE

CK

DR

AF

TIN

GC

HE

CK

PR

OJ

EC

T

MA

NA

GE

R

Capone

11-S

EP-2

019 13:19

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MR

Pkwy_P

H2.d

gn




COUNTY: WESTCHESTER

ON:

AFFIX SEAL:

YAWKRAP REVIR

LLIM WAS

MILL AND RESURFACE


14

80

05

5

NIB

24

80

05

5

NIB


SAW MIL

L RIV

ER

SAW MILL RIVER

LEGEND:


NB

9580055 NIB

0 25 50 75 100'25

1" = 50'

GRID

NORTH

MATC

H LIN

E SEE

DR

AWIN

G

NO.

SM

R-06

MAT

CH LIN

E SEE

DR

AWIN

G

NO.

SM

R-08

5500859

5500842

5500841

5500839






8216.84

SB

919+00

920+00921+00

922+00

923+00

924+00925+00

BRIDGES CULVERTSPIN



ON:

ALTERED BY:

CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

08

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

DE

SIG

NC

HE

CK

DR

AF

TIN

GC

HE

CK

PR

OJ

EC

T

MA

NA

GE

R

Capone

13-S

EP-2

019 10:0

5

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MR

Pkwy_P

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COUNTY: WESTCHESTER

ON:

AFFIX SEAL:

MILL AND RESURFACE



38" x 60" RCP

LEGEND:


NB

0 25 50 75 100'25

1" = 50'

GRID

NORTH

MATC

H LIN

E SEE

DR

AWIN

G

NO.

SM

R-07

MATC

H LIN

E SEE

DR

AWIN

G

NO.

SM

R-09




5500842

5500841

5500839



8216.84

FLOW

FLOW

SB

926+00

927+00

928+00

929+00

930+00

931+00

932+00

BRIDGES CULVERTSPIN



ON:

ALTERED BY:

CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

08

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

DE

SIG

NC

HE

CK

DR

AF

TIN

GC

HE

CK

PR

OJ

EC

T

MA

NA

GE

R

Capone

13-S

EP-2

019 10:0

6

x847314

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MR

Pkwy_P

H2.d

gn




COUNTY: WESTCHESTER

ON:

AFFIX SEAL:

MILL AND RESURFACE


SAW MILL RIVER


38" x 60" RCP

LEGEND:


NB

0 25 50 75 100'25

1" = 50'

GRID

NORT

H

MATC

H LIN

E SEE

DR

AWIN

G

NO.

SM

R-08

MAT

CH LIN

E SEE

DR

AWIN

G

NO.

SM

R-10

SMR-09SAW MILL RIVER PARKWAY

DIRECTIVE PLAN




5500842

5500841

5500839

8216.84

FLO

W

FLOW

933+00

934+00

935+00

936+00 937+00

938+00

939+00

936+47.4

3PI

SB

BRIDGES CULVERTSPIN



ON:

ALTERED BY:

CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

08

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

DE

SIG

NC

HE

CK

DR

AF

TIN

GC

HE

CK

PR

OJ

EC

T

MA

NA

GE

R

Capone

11-S

EP-2

019 13:2

3

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MR

Pkwy_P

H2.d

gn




COUNTY: WESTCHESTER

ON:

AFFIX SEAL:

MILL AND RESURFACE


SAW MILL RIVER


LEGEND:


NB

NB

0 25 50 75 100'25

1" = 50'

GRID

NO

RT

H

MAT

CH LIN

E SEE

DR

AWIN

G

NO.

SM

R-09




5500842

5500841

5500839



MAT

CH LIN

E SEE

DR

AWIN

G

NO.

SM

R-11

8216.84

FLOW

FLOW

SB

SB

940+00

941+00

942+00943+00 944+00

945+00

946+00

BRIDGES CULVERTSPIN



ON:

ALTERED BY:

CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

08

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

DE

SIG

NC

HE

CK

DR

AF

TIN

GC

HE

CK

PR

OJ

EC

T

MA

NA

GE

R

Capone

11-S

EP-2

019 13:2

4

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MR

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gn




COUNTY: WESTCHESTER

ON:

AFFIX SEAL:

MILL AND RESURFACE


SA

W

MIL

L RIV

ER

SAW MILL R

IVER



LEGEND:


NB

0 25 50 75 100'25

1" = 50'

GRID

NO

RT

H

MAT

CH LIN

E SEE

DR

AWIN

G

NO.

SM

R-10




5500842

5500841

5500839



8216.84

MAT

CH LIN

E SEE

DR

AWIN

G

NO.

SM

R-12

SB

947+00

948+00

949+00

950+00

951+00

952+00

953+00

BRIDGES CULVERTSPIN



ON:

ALTERED BY:

CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

08

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

DE

SIG

NC

HE

CK

DR

AF

TIN

GC

HE

CK

PR

OJ

EC

T

MA

NA

GE

R

Capone

11-S

EP-2

019 13:2

4

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MR

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gn




COUNTY: WESTCHESTER

ON:

AFFIX SEAL:

MILL AND RESURFACE


SAW MILL R

IVER

SAW MILL RIVER


LEGEND:


NB

0 25 50 75 100'25

1" = 50'

GRID

NO

RT

H




5500842

5500841

5500839



8216.84

MAT

CH LIN

E SEE

DR

AWIN

G

NO.

SM

R-11 FLOW

FLOW

SB

954+00 955+00

956+00

957+00

PROJECT LIMITNORTHERN

BRIDGES CULVERTSPIN



ON:

ALTERED BY:

CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

08

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

DE

SIG

NC

HE

CK

DR

AF

TIN

GC

HE

CK

PR

OJ

EC

T

MA

NA

GE

R

Capone

11-S

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COUNTY: WESTCHESTER

ON:

AFFIX SEAL:

MILL AND RESURFACE


SAW MILL RIVER


MA

MAR

ONEC

K

AVE

ROUTE 1

RTE-01

0 20 40 60 80'20

1" = 40'

GRIDNORTH

ROUTE 1 OVER MAMARONECK RIVER

DIRECTIVE PLAN


1000040

8473.14

LAP-02

LAP-01 AND

SEE DWGS

ISLAND PARK

HARBOR

MILL AND RESURFACE



LEGEND:

DWG RTE-02

MODIFICATION, SEE

FOR INTERSECTION

~~

5+00

BRIDGES CULVERTSPIN



ON:

ALTERED BY:

CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

08

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

DE

SIG

NC

HE

CK

DR

AF

TIN

GC

HE

CK

PR

OJ

EC

T

MA

NA

GE

R

Capone

10-S

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019 12:4

8

x847314

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oute

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COUNTY: WESTCHESTER

ON:

AFFIX SEAL:

4+00

5+00

6+007+00 8+00

9+00

10+00

1269

0 15 30 45 60'15

1" = 30'

GRID

NORTH

INSTALL NEW STOP BAR, TYP.

US 1

US 1

MA

MARO

NECK A

VEN

UE

INSTALL CROSSWALK TYPE LS (TYP.)

CROSSWALK (TYP.)

REMOVE EXISTING

ABANDON PULLBOX

ISLAND

REMOVE EXISTING

PED POLE

REMOVE EXISTING

ON BREAKAWAY BASE (TYP.)

INSTALL PEDESTRIAN POLE

PED POLE

REMOVE EXISTING

AVEN

UE

MA

MARO

NECK

BASE TRAFFIC SIGNAL POLE

REMOVE EXISTING ANCHOR

AND INSTALL GRASS BUFFER

REMOVE EXISTING SIDEWALK

REMOVE EXISTING EMBEDDED TRAFFIC SIGNAL POLE

REMOVE EXISTING ANCHOR BASE TRAFFIC SIGNAL POLE

RELOCATE PARKING SIGN


DIRECTIVE PLAN

1000040


AND CABLES

WIRE, SIGNALS HEADS

REMOVE EXISTING SPAN

BASE

SIGN ON BREAKAWAY

POLE WITH STREET

INSTALL PEDESTRIAN

ON BREAKAWAY BASE

WITH STREET SIGN

INSTALL PEDESTRIAN POLE

NEW STOP BAR (TYP.)

REMOVE EXISTING STRIPING BEYOND

PED BUTTON AND SIGN

PED SIGNAL INDICATION AND APS

INSTALL TRAFFIC SIGNAL POLE WITH

RTE-02

CONTROLLER CABINET AND CONCRETE WORK PAD

INSTALL TRAFFIC SIGNAL POLE, POLE-MOUNTED

8216.84

CABLES

SIGNAL HEADS AND

INSTALL SPAN WIRE

LEGEND:

CURB RAMP AND SIDEWALK

NEW ADA ACCESSIBLE

BRIDGES CULVERTSPIN



ON:

ALTERED BY:

CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

08

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

DE

SIG

NC

HE

CK

DR

AF

TIN

GC

HE

CK

PR

OJ

EC

T

MA

NA

GE

R

Capone

10-S

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COUNTY: WESTCHESTER

ON:

AFFIX SEAL:

C

REMOVE EXISTING STOP BAR (TYP.)

F1

05-

AU

G-2019 15:0

8

cparsons2

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



ON:

AFFIX SEAL:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

P L A N T

I N G B

E D

P L

A

N T I

N

G

B E

D

EAST

BOSTON

POST

ROAD

MA

MAR

ONECK

AVE

NUE S

EAST BASIN

MAMARONECK RIVER

LAP-01

8473.14

08

847314_c

ph_la

p_01.d

gn

LOCATION IS APPROXIMATE

PROPOSED RETAINING WALL

ABOVE PLANTING BED GRADERETAINING WALL TO BE 18''

SEE PLAN NOTE

PROPOSED FENCE,

STORED AND RESET

EXISTING SIGN TO BE REMOVED,

REPLACED IN KIND

PROPOSED UPLIGHTS TO BE

PLAN

1" = 10'

NOT TO SCALE

CONCRETE SIDEWALK

POLYMERIC SAND SWEPT INTO JOINTS

SUB-SOIL

PRECAST CONCRETE PAVER

ITEM 608.12

2.36"

2" STONE DUST SETTING BED

NOTE: POLYMERIC SAND AND STONE DUST COST INCLUDED IN ITEM 608.12

COMPACTED IN TWO 3" LIFTS

6" SUBBASE

ITEM 304.11000008

NOT TO SCALE

PRECAST CONCRETE PAVER ON STONE DUST SETTING BED

INSTALLED AS SPECIFIED BY THE VILLAGE

PROPOSED SPRINKLER SYSTEM AND HEADS TO BE

0 5 10 15 20'5

1" = 10'

& GIVEN TO VILLAGE. POSTS TO BE DISPOSED OF

EXISTING FENCE PANELS TO BE REMOVED

THE PARK (BROWN COLOR)

COLOR AND STYLE TO MATCH EXISTING FENCING IN

TOP OF NEW RETAINING WALL CAPSTONE.

PROPOSED FENCE TO BE MOUNTED ON

IS ANTICIPATED

TO BE SPECIFIED BY THE VILLAGE. APPROXIMATELY 180 LF

THROUGHOUT PLANTING BED. HOSE TYPE AND COLOR

PROPOSED DRIP IRRIGATION TO BE DISTRIBUTED

CAPSTONE WITH 1'' OVERHANG

PROPOSED STONE OR CONCRETE

SEE DETAIL BELOW.

PAVER WALKWAY

PRECAST CONCRETE

SECTION A - A

A

A

AROUND FLAGPOLE

PROPOSED PAVERS LAID IN RADIAL PATTERN

5'

7'

5'7'

5' 7'

L A W N

PAVERS LAID IN RUNNING BOND PATTERN

PROPOSED PEDESTRIAN WALKWAY

ITEM 610.1602, TURF ESTABLISHMENT - LAWN

ITEM 610.1403, 4'' CLEAN LAWN QUALITY TOPSOIL

SPECIAL PLANTING MIX

ITEM 610.1404, 2' TOPSOIL -

2'' SHREDDED MULCH

ALONG BACK SIDE, INCLUDING THE AREA OF PLANT BEDS.

FINAL DESIGN OF RETAINING WALL SHALL ADDRESS DRAINAGE2.

& DARK BROWN.

MULCH SHALL BE PREMIUM QUALITY, TRIPLE SHREDDED1.

NOTE:

REMOVED, STORED & REINSTALLED

EXISTING FLAGPOLE TO BE

12R

5R

5R

3R

9'

3'

DIRECTIVE PLAN

POCKET PARK

ROUTE 1 MAMARONECK

BRICKS SHALL BE STANDARD DIMENSIONS (SEE DETAIL ABOVE).3.

APPROVED BY VILLAGE.

COLOR: SHALL MATCH EXISTING PAVERS AT THE GAZEBO IN THE VILLAGE. TO BE 2.

BRICKS SURROUNDING FLAGPOLE SHALL BE INSTALLED IN A RADIAL PATTERN.

BRICKS ALONG PATHWAYS SHALL BE INSTALLED IN A RUNNING BOND PATTERN. 1.

NOTE:

29-J

UL-2019 13:1

1

cquin

n2

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



ON:

AFFIX SEAL:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

EAST

BOSTON

POST

ROAD

MA

MAR

ONECK

AVE

NUE S

EAST BASIN

MAMARONECK RIVER

LAP-02

8473.14

LANDSCAPE ARCHITECTURE PLANS

08

847314_c

ph_la

p_01.d

gn

PLAN

1" = 10'

CONCRETE SIDEWALK

0 5 10 15 20'5

1" = 10'

L A W N

CA-10

RR-2

GR-16

RM-7

SA-16

EP-15

PA-6

NR-8

SA-16

GR-18

BD-14

SA-16

EP-15

PA-6

NR-8SA-16

RM-7

NR-12GR-12

RR-2

CA-16

AND RESERVED FOR ANNUALS

PLANTING BED TO BE MULCHED

RP-2

RP-2PH-10

NR-12

PH-10

NR-10

UP, PRESERVED AND GIVEN TO THE TOWN

EITHER SIDE OF THE SIGN SHALL BE DUG

EXISTING CONCORD BARBERRY PLANTS ON

TM-6

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New York State Department of Transportation

Lower Westchester Bridge Bundle i Part 6 - RFP PlansPIN 8101.46, Contract D900049 Draft September 16, 2019

INDICATIVE PLANS

Section not used in Draft RFP.

Documents

LOWER WESTCHESTER BRIDGE BUNDLE