DRAFT DESIGN REPORT SUBMISSION PLANS...2019/10/07 · BI-MODAL,HAND/MAN SYMBOLS LED PEDESTRIAN SIGNAL MODULE - 12 INCH ITEM 680.81500010 (SEE NOTE 3) PEDESTRIAN COUNT-DOWN TIMER MODULE

LAKE ONTARIO

LONG ISLAND

SOUND 8

9

10

6

4

5

7

2

13

SYRACUSE

UTICAROCHESTER

BUFFALO

HORNELL

WATERTOWN

HAUPPAUGE

ATLANTIC

OCEAN

CONN.

LONG ISLAND

STATE OF NEW YORK

MAP OF THE

SHOWING

OF THE

BINGHAMTON

POUGHKEEPSIE

ALBANY

PENNSYLVANIA

VE

RM

ON

T

11

NEW YORK CITY

NEW

YORK

LONG ISLAND

SOUND

NEW

JERSEY

LAKE

ERIE

REGIONS & LOCATIONS

OF REGIONAL OFFICES

OF TRANSPORTATION

CAN

AD

A

CANADA

CANADA

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CO

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SS

NYS DEPARTMENT

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2

FED. ROAD REG. NO. STATE SHEET NO.

1N.Y.8

INDEX ON SHEET NO.

RECOMMENDED BY:PREPARED AND

CONSULTING ENGINEERS

GREENMAN-PEDERSEN, INC.

ALBANY, NY 12205

80 WOLF ROAD, SUITE 300

NOT TO SCALE

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NOT FOR CONSTRUCTION

8762.03

XX SHEETS

PROJECT LOCATION

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INTERSECTIONS

1

2

3

4

5

6

7

8

(VARIOUS LOCATIONS)

(VARIOUS LOCATIONS)

POUGHKEEPSIE PEDESTRIAN SAFETY IMPROVEMENTS

DUTCHESS COUNTY

CITY OF POUGHKEEPSIE

POUGHKEEPSIE PEDESTRIAN SAFETY IMPROVEMENTS

IDENTIFICATION NO.

CAPITAL PROJECT

GUIDELINES AND THE FINAL DESIGN REPORT APPROVED ON XXX.

CONTRACT PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH NYSDOT POLICIES AND

THE CONTRACT PROJECT "PROPOSAL."

PROJECT "PROPOSAL" EXCEPT AS MODIFIED BY THESE PLANS OR BY CHANGES SET FORTH IN

WITH THE STANDARD SPECIFICATIONS (US CUSTOMARY) REFERENCED IN THE CONTRACT

ALL WORK CONTEMPLATED UNDER THIS CONTRACT IS TO BE COVERED BY AND IN CONFORMITY

DOCUMENTS.

TO THE APPLICABLE STANDARD SHEET(S) UNLESS OTHERWISE SPECIFIED IN THE CONTRACT

ITEMS AND WORK ENCOUNTERED DURING THE COURSE OF THE CONTRACT SHALL BE SUBJECT

EFFECT. ALL PAY ITEMS AND WORK CONTAINED IN THE CONTRACT AND ANY ADDITIONAL PAY

ARE CURRENT ON THE DATE OF ADVERTISEMENT FOR BIDS, SHALL BE CONSIDERED TO BE IN

THE LATEST REVISIONS OF THE STANDARD SHEETS MAINTAINED BY THE DEPARTMENT, WHICH

MAIN STREET/ N&S CLOVER STREETS

MAIN STREET/ N&S BRIDGE STREETS

COUNTY: DUTCHESS

9

10

11

12

13

14

15

16 MAIN STREET/ N&S CHERRY STREETS

17

18

19

20

21

22

23

24

26

27

28 MANSION STREET/ CATHARINE STREET

29

30

31

25

MAIN STREET MID-BLOCK CROSSING AT JOHN FLOWERS CIRCLE

MAIN STREET/ N. WATER STREET/ APARTMENT DRIVEWAY

MAIN STREET/ RINALDI BOULEVARD/ TRAIN STATION ENTRANCE

MAIN STREET/ ROUTE 9 S. ON-RAMP/ TRAIN STATION EXIT

MAIN STREET/ DAVIES PLACE/ ROUTE 9 N. OFF-RAMP

MAIN STREET/ N&S PERRY STREETS

MAIN STREET/ VASSAR STREET

MAIN STREET/ MARKET STREET

MAIN STREET MID-BLOCK CROSSING AT GARDEN/ LIBERTY STREETS

MAIN STREET/ ACADEMY STREET/ CATHARINE STREET

MAIN STREET MID-BLOCK CROSSING AT CRANNELL STREET

MAIN STREET/ N&S HAMILTON STREETS

MAIN STREET/ CLINTON SQUARE/ S. CLINTON STREET

MAIN STREET/ N&S WHITE STREETS

MAIN STREET/ CHURCH STREET/ FOUNTAIN PLACE

MAIN STREET/ CORLIES AVENUE

MAIN STREET/ INNIS AVENUE/ WORRALL AVENUE

MARKET STREET/ CANNON STREET

MARKET STREET MID-BLOCK CROSSING AT COUNTY OFFICE BUILDING

CIVIC CENTER PLAZA MID-BLOCK CROSSING AT GRAND PLAZA HOTEL

MANSION STREET/ WASHINGTON STREET/ COLUMBUS DRIVE

MANSION STREET/ CIVIC CENTER PLAZA

MANSION STREET/ BALDING AVENUE

MANSION STREET/ GARDEN STREET

MANSION STREET/ CONKLIN STREET

MANSION STREET/ N. HAMILTON STREET

MANSION STREET/ N. CLINTON STREET

MANSION STREET/ SMITH STREET

DRAFT DESIGN REPORT SUBMISSION PLANS

PIN 8762.03/D036037

SENIOR TRANSPORTATION ENGINEER

ASSISTANT VICE PRESIDENT/

MICHAEL WIESZCHOWSKI, P.E., PTOE

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OCTOBER 2019

DUTCHESS COUNTY

CITY OF POUGHKEEPSIE,

MISCELLANEOUS DETAILSMTD-01

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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.



GREENMAN - PEDERSEN, INC

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

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DUTCHESS


PEDESTRIAN SAFETY IMPROVEMENTS (VARIOUS LOCATIONS)

ON:

AFFIX SEAL:

D036037UTIL QLVL = D

PIN 8762.03

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1'-

6"

MIN.

INCLUDING SURFACE RESTORATION.

THE BID PRICE FOR 206.03 - CONDUIT EXCAVATION AND BACKFILL

ALL EXCAVATION, BACKFILL, AND RESTORATION IS TO BE PAID FOR UNDER 1.

(NTS)

NOTE:

CONDUIT EXCAVATION AND BACKFILL IN PAVEMENT

START CROSSING

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

DON'T START

CROSSING

TO FINISH

TIME REMAINING

DON'T CROSS

TO CROSS

PUSH BUTTON

4'-

6"

NOTES:

TO CROSS

PUSH BUTTON

START CROSSING

Watch ForVehicles

DON'T START

Finish CrossingIf Started

TIME REMAININGTo Finish Crossing

DON'T CROSS

FLASHING

TIMER

STEADY

START CROSSING

Watch ForVehicles

DON'T START



FLASHING

TIMER

STEADY

TO CROSS

PUSH BUTTON

DON'T CROSS

TO CROSS

PUSH BUTTON

START CROSSING

Watch ForVehicles

DON'T START



DON'T CROSS

FLASHING

TIMER

STEADY

START CROSSING

Watch ForVehicles

DON'T START



FLASHING

TIMER

STEADY

TO CROSS

PUSH BUTTON

DON'T CROSS

PEDESTRIAN SIGNAL SIGN DETAIL

(NTS)

M.U.T.C.D. R10-3E (L) M.U.T.C.D. R10-3E (R)

NOTE:

BID PRICE FOR 680.81330010.

THE PRICE FOR THE PEDESTRIAN SIGNAL SIGN SHALL BE INCLUDED IN THE 1.

8'-

0"

2'-0"

42"

(NTS)

ITEM 680.81330010

POLARA EZ-COMM APS SOLUTIONS PUSH BUTTON

(NTS)

PEDESTRIAN SIGNAL DETAIL

(NTS)

00

PEDESTRIAN SIGNAL POLE DETAIL

EACH BRACKET MOUNTED ASSEMBLY.

A STAINLESS STEEL TOP PLATE SHALL BE ATTACHED TO THE TOP OF 3.

110 DEGREES APART.

BE PLACED AS CLOSE TO 90 DEGREES AS POSSIBLE, BUT NO MORE THAN

SAME POLE WITH A 90 DEGREE ORIENTATION, THE PUSHBUTTONS SHOULD

IF TWO APS PUSHBUTTONS WITH SIGNS ARE T0 BE INSTALLED ON THE 2.

CONCRETE/ASPHALT SURFACE.

AN ACCESSIBLE SURFACE. AN ACCESSIBLE SURFACE IS DEFINED AS A

PUSH BUTTON IS TO FACE AN ACCESSIBLE SURFACE OR BE WITHIN 10" OF

SEE THE TRAFFIC SIGNAL PLANS FOR PUSH BUTTON ORIENTATION. THE 1.

COURSE (SEE NOTE 1)

1 1/2" ASPHALT TOP

EXISTING ROADWAY

CLASS "D" CONCRETE

SAME TRENCH

MAY BE PLACED IN THE

MORE THAN ONE CONDUIT

ITEM 680.813105 (SEE NOTE 3)

BI-MODAL,HAND/MAN SYMBOLS LED

PEDESTRIAN SIGNAL MODULE - 12 INCH

ITEM 680.81500010 (SEE NOTE 3)

PEDESTRIAN COUNT-DOWN TIMER MODULE

ITEM 680.813106

POLYCARBONATE, TYPE I, 12 INCH

PEDESTRIAN SIGNAL SECTION -

PEDESTRIAN SIGN (R10-3E)

NOTES 1 AND 2)

APS PUSH BUTTON (SEE

ITEM 680.6708

PEDESTRIAN POLE

0% SLOPE

INSTALL BASE PLATE AT

RESILIENT JOINT FILLER

1/2" PREMOULDED

BOLT CIRCLE

FOR ANCHOR BOLT SIZE, LENGTH, AND

SEE MANUFACTURER RECOMMENDATIONS

ITEM 680.5001

PEDESTRIAN POLE FOUNDATION

SYMBOLS LED

MODULE - 12 INCH BI-MODAL,HAND/MAN

ITEM 680.813105 - PEDESTRIAN SIGNAL

INCH

SECTION - POLYCARBONATE, TYPE I, 12

ITEM 680.813106 - PEDESTRIAN SIGNAL

COUNT-DOWN TIMER MODULE

ITEM 680.81500010 PEDESTRIAN


POUGHKEEPSIE PSAP

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CONTRACT NUMBER

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SHEET NO.





AS-BUILT REVISIONS

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A A

2'-0" (MIN.)

EXIS

TIN

G

RO

AD

WA

Y

ROADWAY

EXISTING

(NTS)

(NTS)

7.5%

(MAX.)

1.5%

(MAX.)

REVEAL, ‚" (MAX.)

SIDEWALK

(5'-0" TYP)

SECTION A-A

SIDEWALK RAMP

7.5% MAX (TYP)

RAMP SLOPE,

RAMP

VARIES

LANDING

5'-0" (MIN.)

CURB RAMP DETAIL

1.5

%

MA

X

CR

OS

SL

OP

E

DETAIL, THIS SHEET)

(SEE CURB INSTALLATION

PROPOSED CURB

RAMP

VARIES

ITEM 304.12

6" SUBBASE

SIDEWALK CROSS SLOPE

SIDEWALK GRADE (RUNNING SLOPE)

BLENDED TRANSITION GRADE (RUNNING SLOPE)

NOTE:

REFER TO NYSDOT STANDARD SHEETS 608-01.1.

CURB RAMP GRADE (RUNNING SLOPE)

ELEMENT

7.5% MAX.

5.0% MAX.

8.3% MAX.

5.0% MAX.4.5% MAX.

1.5% MAX.

4.5% MAX.

2.0% MAX.

LAYOUT LIMIT

DESIGN AND FIELD

ACCEPTANCE

LIMIT FOR WORK

DESIGN ELEMENT TOLERANCES

(NTS)

CURB AND SIDEWALK DESIGN TOLERANCES

MATCH EXISTING SLOPE

(NOT TO SCALE)

ITEM 407.0103

STRAIGHT TACK COAT ITEM 402.128303

2" F3 TOP COURSE, 80 SERIES COMPACTION

ITEM 418.7603 (TYP.)

PAVEMENT JOINT ADHESIVE

ITEM 627.50140008 (TYP.)

PAVEMENT CUTTING,SIDEWALK INSTALLATION DETAIL

PANEL LAYOUT AOBE

4" FOR ALL OTHER AREAS

6" FOR DRIVEWAYS AND TRAFFIC AREAS

AT 20' O.C.

FILLER W/SEALANT

EXPANSION JOINT

BITUMINOUS

PREMOLDED

(NOT TO SCALE)

REINFORCEMENT

SEE NOTE 1 FOR

NOTES:

(AS SHOWN IN GENERAL PLANS)

MILL AND INLAY AT CROSSWALK LOCATIONS

USING ADDITIONAL FIBER REINFORCEMENT.

COMMERCIAL DRIVEWAY, THE CONTRACTOR SHALL USE WIRE MESH WITH THE OPTION OF

6"X6" WIRE MESH (W2.9 OR 23) OR USING FIBER REINFORCEMENT. WHERE THERE IS A

OF THE NYS STANDARD SPECIFICATIONS. CONTRACTORS ARE GIVEN THE OPTION OF USING

1. THE CONTRACTOR IS TO USE CLASS D CONCRETE WITH REINFORCEMENT PER 608-2.01D

ITEM 304.12

6" SUBBASE

ITEM 608.21000003

DETECTIBLE WARNING

4"

ITEM 203.02

UNCLASSIFIED EXCAVATION

ITEM 304.12

6" SUBBASE

CONTINUOUS BED

DRY MIX CONCRETE

6"

PRICE FOR ITEM 609.0201)

OF SUBBASE COURSE (INCLUDED IN BID

BACKING TO BOTTOM

PLACE CLASS A CONCRETE

VARIES

609.0201

IN UNIT BID PRICE FOR ITEM

CLASS A CONCRETE (INCLUDED

ITEM 418.7603

PAVEMENT JOINT ADHESIVE

ITEM 402.128303

2" F3 TOP COURSE, 80 SERIES COMPACTION

8"

24"

GRANITE CURB ITEM 609.0203 (TYPE C)

(NTS)

FOR MATERIAL

SEE TRAFFIC SIGNAL PLANS

CURB INSTALLATION DETAIL

REVEAL VARIES - MATCH EXISTING CONDITIONS

ITEM 627.50140008

CUTTING PAVEMENT

6"

ITEM 407.0103

STRAIGHT TACK COAT

ITEM 608.21000003

CAST-IRON DETECTIBLE WARNING

ITEM 627.50140008

CUTTING PAVEMENT

ITEM 608.0101

4" CONCRETE SECTION

ITEM 490.30

2" COLD MILLING

10'-0" (MILLED WIDTH)

8'-0" (CROSSWALK)

ITEM 685.11

CROSSWALK

PROPOSED

ORDERED BY ENGINEER

SET AGAINST NEW SIDEWALK AS

BE INSTALLED WHEN THE CURB IS

EXPANSION JOINT MATERIAL SHALL

10


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SEE PLANS FOR LOCATIONS

7'-

0"

R= 10'

R= 17'

EXISTING CURB (TYP)

TIE PROPOSED CURB INTO

FULL WIDTH SECTION

VARIES 2'-0" TO 50'-0"

TRANSITION SECTION

VARIES 10'-0" TO 17'-0"

SEE GENERAL PLANS

RADII VARY

TYPES AND LOCATIONS

SEE RAMP TABLE FOR SPECIFIC

CONCRETE SIDEWALK RAMP EDGE/FACE OF CURB

EXISTING PAVEMENT

EDGE/FACE OF CURB

PROPOSED PAVEMENT


7'-

0"

R= 10'

R= 17'

EXISTING CURB (TYP)

TIE PROPOSED CURB INTO

FULL WIDTH SECTION

VARIES 2'-0" TO 50'-0"

TRANSITION SECTION

VARIES 10'-0" TO 17'-0"

SEE GENERAL PLANS

RADII VARY

TYPES AND LOCATIONS

SEE RAMP TABLE FOR SPECIFIC

CONCRETE SIDEWALK RAMP

EDGE/FACE OF CURB

PROPOSED PAVEMENT

ITEM 203.02

BE REMOVED UNDER

EXISTING CURB TO

HARDSCAPE CURB EXTENSION DETAIL

LANDSCAPE CURB EXTENSION DETAIL

ITEMS 610.1402 AND 610.1601

ESTABLISHMENT

4" TOPSOIL AND TURF

2.

GENERAL PLANS.

HARDSCAPE UNLESS OTHERWISE SHOWN IN

ALL CURB EXTENSIONS ARE TO BE ASSUMED 1.

NOTES:

2.

GENERAL PLANS.

HARDSCAPE UNLESS OTHERWISE SHOWN IN

ALL CURB EXTENSIONS ARE TO BE ASSUMED 1.

NOTES:

NTS

NTS

ITEM 608.0101

4" SIDEWALK

11


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8"

SU

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12"

ITEM 603.9815

15" DIAMETER SICPP

ITEM 655.1202

FRAME AND COVER

24" MANHOLE


STRUCTURE

EXISTING MANHOLE

3'-5"

5'-0"

PROFILE

ROADWAY

EXISTINGEXISTING SIDEWALK

ITEM 603.9815

15" DIAMETER SICPP

4'-0"

4'-0"

ITEM 655.0701

AND RETICULINE GRATE

CAST FRAME, CURB BOX

3'-0"

TOP OF ROADWAY

A

A

SEE DRAINAGE TABLE

LENGTH OF EXTENSION VARIES

REMOVE EXISTING CURB

HARDSCAPE OR LANDSCAPE SECTION

SEE GENERAL PLANS FOR LOCATION AND TREATMENT

ITEM 655.0704

AND RETICULINE GRATE

CAST FRAME F1, CURB BOX

ITEM 604.300671

TYPE F STRUCTURE

EXISTING TOP OF ROADWAY

PROPOSED TOP OF ROADWAY

TOP OF CURB

CURB REVEAL

MATCH EXISTING

ITEM 206.0201

LIMITS OF EXCAVATION

ITEM 206.0201

LIMITS OF EXCAVATION

SU

MP

12"

2'-0"

3'-9"

HEIG

HT

VA

RIE

S

PLANS FOR LIMITS

PROPOSED CURB - SEE GENERAL

ITEM 603.9815

15" DIAMETER SICPP

FO

R

EL

EV

ATIO

NS

SE

E

DR

AIN

AG

E

TA

BL

E

1'-

0"

STANDARD SPECIFICATIONS

SECTION 203-3.03C OF NYSDOT

COMPACT EXCAVATED MATERIAL PER

12" SUBBASE - ITEM 304.12

2" TOP COURSE - ITEM 402.098103

4" BINDER COURSE - ITEM 402.198903

TRENCH RESTORATION CROSS-SECTION

ITEM 627.50140008 (TYP)

SAWCUT PAVEMENT

SEE TRENCH RESTORATION CROSS SECTION

SEE TRENCH RESTORATION CROSS SECTION

ITEM 627.50140008 (TYP)

SAWCUT PAVEMENT

12"

6"

8"

ITEM 203.07

GRANULAR FILL

SELECT

1'-0"

B

B

ITEM 203.07 (TYP)

SELECT GRANULAR FILL

CATCH BASIN PIPE EXTENSION DETAIL

NOTES:

ITEM 604.070101 (SEE NOTE 1)

ON EXISTING CATCH BASIN

INSTALL TOP SLAB

XXX.

EXISTING/PROPOSED INVERTS ARE SHOWN IN THE DRAINAGE TABLE ON DWG.

AND FRAME. THE SIZE OF THE EXISTING CATCH BASINS AND

THE TOP SLAB SHOULD BE ABLE TO SUPPORT A 24" ROUND MANHOLE COVER

AND CONNECT THE PROPOSED 15" SICPP PIPE TO THE EXISTING CATCH BASIN.

UNDER ITEM 604.070101, THE CONTRACTOR IS TO INSTALL A 8" TOP SLAB 1.

ITEM 655.16000011

FRAME AND GRATE

REMOVE AND DISPOSE

NTS

SECTION B-B

SECTION A-A

NTS

NTS

NTS

3'-9" & VARIES

2%

MATCH EXISTING CROSS SLOPE

XX

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XX

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MTD-05POUGHKEEPSIE PSAP

MISCELLANEOUS DETAILS

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CONTRACT NUMBER

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SHEET NO.





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PIN 8762.03

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OFFSET CATCH BASIN WITH MANHOLE."

SEE "PRECAST CONCRETE TOP SLAB

FOR DIMENSIONS AND REINFORCEMENT,

BOTH FACES, VERTICAL WIRES

WIRE FABRIC REINFORCEMENT,

OPTIONAL CONSTRUCTION JOINT

IN EACH WALL

3- #5 VERTICAL BARS

24''

8''

10''

VAR. LENGTH 6'' C. TO C.

2- #5 TOP BARS,

6'' C. TO C.

2- #5 BOTTOM BARS

12'' C. TO C.

4- #5 BOTTOM BARS

38'' LONG

4- #5 BOTTOM BARS

68'' LONG 6'' C. TO C.

2- #5 BOTTOM BARS

30''

VAR. LENGTH 6'' C. TO C,

2- #5 TOP BARS,

30''

12''

48''

12''

6'' C. TO C.

2- #5 BOTTOM BARS, VAR. LENGTH

68'' LONG 9'' C. TO C.

#5 BOTTOM BARS

6'' C. TO C. HORIZONTAL

2 TOP & 2 BOTTOM

68'' LONG

4- #5 BARS

HOOKED BOTH ENDS

3- #6 BARS

2- #5 TOP BARS

16.67% MIN. TO 50% MAX.

MAXIMIZE SLOPE

FOR ITEM NUMBER

SEE DRAINAGE TABLE

FOR ITEM NUMBER

SEE DRAINAGE TABLE

(NOT TO SCALE)

SECTION E-E

OFFSET CATCH BASIN WITH MANHOLE

PRECAST CONCRETE TOP SLAB

H

H

E E

12''

OPTIONAL CONSTRUCTION JOINTS

95'' MAX., 12'' C. TO C.

4 - #5 BARS, 38'' MIN.,

12''48''

VERTICAL WIRES

WIRE FABRIC REINFORCEMENT, BOTH FACES

3- #6 BARS, BOTH ENDS

8''

AND NON-SHRINK GROUT PERMITTED

* ONLY PREFABRICATED CONCRETE RISER

SECTION H-H

8''

COVER TYP

1.5'' COVER MIN.

ITEM 604.50190108

OFFSET CATCH BASIN DETAIL

6'' C. TO C. TYP

2- #5 BOTTOM BARS VAR. LENGTH

6'' C. TO C. TYP

2- #5 BOTTOM BARS VAR. LENGTH

13

GRIDNORTH

LEGEND

1-1

1-1

SIGN NUMBER

RAMP NUMBER

0 15 30 45 60'15

1" = 30'

MAIN ST/ JOHN FLOWERS CIR

GENERAL PLANSGNP-01

GENERAL PLANS

NOTES:

THAT ARE EQUIPPED WITH RETROFLECTIVE POST STRIPS (645.81020003).

SIGNS 1-1 AND 1-2 ARE TO BE INSTALLED WITH (2) POSTS (645.81) 1.

MAIN ST

T

T

E

ITEM 635.0103

CROSSWALK STRIPING

REMOVE EXISTING

ITEM 608.21000003 (TYP)

DETECTABLE WARNING UNIT

ITEM 685.11

TYPE LS CROSSWALK

R= 50'

1-1

1-2

1-1

1-2 DETAIL ON DWG MTD-2)

ITEM 609.0203 (TYP) (SEE

TIE INTO EXISTING CURB

GRANITE CURB, TYPE C

DETAIL ON DWG MTD-2)




608.0101 (TYP)

ITEMS 203.02, 304.12,

CONCRETE RAMP

30'-4"

(SEE NOTE 1)

(SEE NOTE 1)

ITEMS 203.02, 610.1402, 610.1601 (TYP)

MATCH EXISTING GRADE

TOPSOIL AND TURF ESTABLISHMENT

REMOVE SIDEWALK AND INSTALL 4" 5'-

6"

11'-0"

CULVERTS

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


FIL

E

NA

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=

US

ER

=

DA

TE/

TI

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=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\

Cadd\876203_cph_gnp_01.d

gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

ER

M.

WIE

SZ

CH

OW

SKI

14

GRIDNORTH

LEGEND

1-1

1-1

SIGN NUMBER

RAMP NUMBER

0 15 30 45 60'15

1" = 30'

MAIN ST/ N. WATER ST/ PRIVATE DWY

GENERAL PLANSGNP-02

NOTES:

EQUIPPED WITH RETROFLECTIVE POST STRIPS (645.81020003).

SIGNS 2-1 AND 2-2 ARE TO BE INSTALLED WITH (2) POSTS (645.81) THAT ARE 1.

CULVERTS

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


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

ER

M.

WIE

SZ

CH

OW

SKI

MAIN STMAIN ST

N.

WATE

R ST

DRIV

EW

AY

MAIN ST

E

E

E

E

E

T

E

S

ITEM 608.21000003 (TYP)


R= 25'

R= 5'

R= 10'

R= 5'

ITEM 647.31

PANEL ASSEMBLY

RELOCATE SIGN

2-1

2-2

ITEM 685.11 (TYP)

TYPE LS CROSSWALK

2-1

2-4 2-3

2-2ITEM 663.33

BOX ELEVATION

ADJUST EXISTING VALVE

ITEM 604.070102

ALTER ELECTRIC MANHOLE COVER





(SEE DWG. TSP-1) (TYP)

PEDESTRIAN SIGNAL POLE

ITEMS 203.02, 610.1402, 610.1601


4" AND TURF ESTABLISHMENT

REMOVE EXISTING 4" RAMP AND INSTALL

ITEM 635.0103 (TYP)

CROSSWALK STRIPING

REMOVE EXISTING

608.0101 (TYP)

ITEMS 203.02, 304.12,

CONCRETE RAMP

ITEM 663.33

VALVE BOX ELEVATION

ADJUST EXISTING

(SEE NOTE 1)

(SEE NOTE 1)

ITEMS 203.02, 610.1402, 610.1601 (TYP)



REMOVE SIDEWALK AND INSTALL 4"

ITEM 627.50140008

EXISTING CURB (RETAIN CURB)

SLOPE CONCRETE SIDEWALK UP TO

SAWCUT EXISTING CONCRETE RAMP

15

GRIDNORTH

LEGEND

1-1

1-1

SIGN NUMBER

RAMP NUMBER

0 15 30 45 60'15

1" = 30'

MAIN ST/ RINALDI BLVD/ TRAIN STATION LOT

GENERAL PLANSGNP-03

NOTES:

SEE DWG. TSP-1 FOR TRAFFIC SIGNAL MODIFICATION PLANS.1.

TRAIN STATION

MAIN &

C

MAIN ST

RIN

ALDI

BLV

D

TR

AIN ST

ATIO

N

MAIN ST

E

E

E

T

ITEM 608.21000003 (TYP)


ITEM 685.11 (TYP)

TYPE LS CROSSWALK

3-53-4

3-3

3-2

3-1

R= 25'R= 25'

R= 25' R= 25'

ITEM 663.33

BOX ELEVATION


(SEE DWG. MSD-X)

PEDESTRIAN REFUGE ISLAND

ITEM 604.070102


R= 5'

OF CATCH BASIN GRATE

RAMPS UP TO FULL HEIGHT IN FRONT

FLUSH CURB (ENSURE DRAINAGE) AND

645.81, 647.31

ASSEMBLY ITEMS

RELOCATE SIGN PANELITEM 604.50180010

DETAIL ON DWG MTD-5

SEE OFFSET CATCH BASIN

608.0101 (TYP)

ITEMS 203.02, 304.12,

CONCRETE RAMP







608.0101

ITEMS 203.02, 304.12,

RAMP WERE LOCATED

PEDESTRIAN POLE AND

PANELS WHERE

REPLACE SIDEWALK

ITEM 685.11 (TYP)

18" STOP BAR

ITEMS 203.02, 610.1402, 610.1601


4" AND TURF ESTABLISHMENT

REMOVE EXISTING 4" RAMP AND INSTALL

18'-0"

ITEM 635.0103 (TYP)

AND STOP BAR STRIPING

REMOVE EXISTING CROSSWALK

608.0101 (TYP)

ITEMS 203.02, 304.12,

CONCRETE RAMP

(SEE NOTE 1)

ITEM 685.12 (TYP)

YSDL

ITEM 627.50140008

EXISTING CURB (RETAIN CURB)

SLOPE CONCRETE SIDEWALK UP TO


ITEM 627.50140008

(RETAIN CURB)


CULVERTS

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


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

ER

M.

WIE

SZ

CH

OW

SKI

16

GRIDNORTH

LEGEND

1-1

1-1

SIGN NUMBER

RAMP NUMBER

0 15 30 45 60'15

1" = 30'

MAIN ST/ TRAIN STATION PAVILIONGNP-04

GENERAL PLANS

NOTES:



MAIN ST

RT 9 S.

ON

RA

MP

E

E E

E

T

TR

AIN ST

ATIO

N E

XIT

ONE

WAY

ONE

WAY

4-1

ITEM 663.33

VALVE BOX ELEVATION

ADJUST EXISTING

4-2

4-1

4-2

645.81, 647.31

ASSEMBLY ITEMS

RELOCATE SIGN PANEL

ITEM 608.21000003 (TYP)


608.0101 (TYP)

ITEMS 203.02, 304.12,

CONCRETE RAMP





608.0101

ITEMS 203.02, 304.12,

RAMP WERE LOCATED

PEDESTRIAN POLE AND

PANELS WHERE

REPLACE SIDEWALK

(SEE NOTE 1)

(SEE NOTE 1)

ITEM 685.12 (TYP)

YSDL

ITEM 635.0103

REMOVE EXISTING CROSSWALK STRIPING

ITEM 685.11

TYPE LS CROSSWALK

CULVERTS

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


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

ER

M.

WIE

SZ

CH

OW

SKI

17

GRIDNORTH

LEGEND

1-1

1-1

SIGN NUMBER

RAMP NUMBER

0 15 30 45 60'15

1" = 30'

MAIN ST/ DAVIES PLGNP-05

GENERAL PLANS

NOTES:


SIGNS 5-1, 5-2, 5-3 AND 5-4 ARE TO BE INSTALLED WITH (2) POSTS (645.81) 1.

RT 9

N.

OFF

RA

MP

DAVIE

S PL

MAIN ST

MAIN ST

E

E

E

ONE

WAY

ITEM 608.21000003 (TYP)


5-2

5-2

5-1

R= 13'

5-1

5-3

AHEADAHEAD

AHEADAHEAD

5-3

608.0101 (TYP)

ITEMS 203.02, 304.12,

CONCRETE RAMP





ITEM 635.0103

CROSSWALK STRIPING

REMOVE EXISTING

ITEMS 203.02, 610.1402, 610.1601 (TYP)




ITEM 635.0103

STRIPING

REMOVE EXISTING

(SEE NOTE 1)

(SEE NOTE 1)

(SEE NOTE 1)

(SEE NOTE 1)

ITEM 685.11

TYPE LS CROSSWALK

CULVERTS

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


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

ER

M.

WIE

SZ

CH

OW

SKI

18

GRID

NORTH

LEGEND

1-1

1-1

SIGN NUMBER

RAMP NUMBER

0 15 30 45 60'15

1" = 30'

NOTES:

MAIN ST/ N. & S. CLOVER STGNP-06

GENERAL PLANS


SHOWN ON STANDARD SHEET 608-01, SHEET 3, OPTION C.

TO CONSTRUCT THE CURB RAMP, THE CONTRACTOR IS TO UTILIZE GRANITE CURB AS 2.

THE POST.

ONLY. THE REMAINING PARKING RESTRICTION SIGNS ARE TO BE BE MOVED TO THE TOP OF

UNDER ITEM 647.51, THE CONTRACTOR IS TO REMOVE THE "RESTRICTED ZONE" SIGN 1.

N.

CLO

VE

R ST

S.

CLO

VE

R ST

MAIN ST

MAIN ST

MAIN ST

E

E

E

E

T

T

E

T

C

6-2

6-3

6-7

6-6

ITEM 685.11 (TYP)

TYPE LS CROSSWALK

ITEM 608.21000003 (TYP)


R= 15'

R= 15'

R= 10'

R= 10'

ITEM 604.070101

ALTER VAULT ELEVATION

ITEM 663.33

VALVE BOX ELEVATION

ADJUST EXISTING

ITEM 604.070101

ALTER MANHOLE

6-1

ITEM 685.11 (TYP)

18" STOP BAR

13'-8" 18'-1"

8'-3" 23'-2"

608.0101 (TYP)

ITEMS 203.02, 304.12,

CONCRETE RAMP





(TYP) (SEE DWG MTD-3)

HARDSCAPE CURB EXTENSION

6-4

6-5

ITEM 609.0203 (SEE NOTE 2)


ITEM 647.51

(SEE NOTE 1)

REMOVE SIGN PANEL

(SEE DWG TSP-2) (TYP)


ITEM 685.12 (TYP)

YSDL

ITEM 685.11

SOLID WHITE LINE

ITEM 685.14 (TYP)

PAVEMENT SYMBOL

ITEM 635.0103 (TYP)



ITEM 635.0203

EXISTING SYMBOLS

REMOVE

ITEM 685.11

DOTTED LINE

SHORT

ITEM 635.0103

STRIPING

REMOVE EXISTING

25'-0"

20'-0"

10'-0"

MTD-4 (TYP)

EXTENSION DETAIL ON DWG.

SEE CATCH BASIN PIPE

14'-

0"

CULVERTS

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


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

ER

M.

WIE

SZ

CH

OW

SKI

19

GRID

NORTH

LEGEND

1-1

1-1

SIGN NUMBER

RAMP NUMBER

0 15 30 45 60'15

1" = 30'

NOTES:

GNP-07MAIN ST/ N. & S. PERRY ST

GENERAL PLANS


THE TOP OF THE POST.

TO CORNER SIGN" ONLY. THE PARKING RESTRICTION SIGN IS TO BE MOVED TO

UNDER ITEM 647.51, THE CONTRACTOR IS TO REMOVE THE "NO PARKING HERE 2.

OPTION C.

BACK OF SIDEWALK (SEE DETAIL ON STANDARD SHEET 608-01 SHEET 3,

THE CONTRACTOR IS INSTALL GRANITE CURB AROUND ELECTRICAL VAULT AND 1.

C

N.

PE

RR

Y ST

S.

PERR

Y ST

MAIN ST

MAIN ST

E

T

E

E

E

ONE

WAY

ONE

WAY

T

T

E

7-17-2

7-3

7-6 7-5

7-4

R= 15'

R= 10'

R= 15'

ITEM 608.21000003 (TYP)


ITEM 663.35

ADJUST EXISTING CURB BOX

R= 10'

53'-0"22'-0"

ON DWG MTD-2)

ITEM 609.0203 (TYP) (SEE DETAIL



(SEE DWG MTD-3)


608.0101 (TYP)

ITEMS 203.02, 304.12,

CONCRETE RAMPITEM 604.070101


ITEM 685.11 (TYP)

TYPE LS CROSSWALK


INSTALL GRANITE CURB

ITEM 685.11 (TYP)

18" STOP BAR

(SEE DWG TSP-3) (TYP)


ITEMS 203.02, 610.1402, 610.1601




11'

ITEM 635.0103 (TYP)



ITEM 647.51

(SEE NOTE 2)

REMOVE SIGN

ITEM 635.0103

STRIPING

REMOVE EXISTING

M

CULVERTS

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


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

ER

M.

WIE

SZ

CH

OW

SKI

20

GRID

NORTH

LEGEND

1-1

1-1

SIGN NUMBER

RAMP NUMBER

0 15 30 45 60'15

1" = 30'

MAIN STREET/ N. & S. BRIDGE STGNP-08

GENERAL PLANS

NOTES:


C

MAIN ST

N.

BRID

GE ST

S.

BRID

GE ST

MAIN ST

E

ONE

WAY

T

E

E

T

ELOOSE ROCK

8-1

8-2

8-38-4

R= 15'R= 15'

R= 15'R= 15'

ITEM 608.21000003 (TYP)


ITEM 685.11 (TYP)

TYPE LS CROSSWALK

6'-9"

ITEM 685.11 (TYP)

18" STOP BAR

22'-6"

25'-0"

ITEM 685.14

PAVEMENT SYMBOL

ITEM 685.11

SOLID WHITE LINE

ITEMS 203.02, 304.12, 608.0101 (TYP)

CONCRETE RAMP





(SEE DWG MTD-3)




ON DWG. MTD-04 (TYP)

SEE CATCH BASIN PIPE EXTENSION DETAIL

ITEM 635.0103 (TYP)



ITEM 635.0203

REMOVE PAVEMENT SYMBOL

ITEM 635.0103

REMOVE EXISTING STRIPING

45'-

0"

CULVERTS

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


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

ER

M.

WIE

SZ

CH

OW

SKI

21

GRID

NORTH

LEGEND

1-1

1-1

SIGN NUMBER

RAMP NUMBER

0 15 30 45 60'15

1" = 30'

TO RESTRICT PEDESTRIAN CROSSINGS TO THE VASSAR STREET APPROACH ONLY.

RAMPING UP THE PROPOSED CURB WHILE MAINTAINING A FLAT SIDEWALK SURFACE. THIS IS

WHERE INDICATE ON THE NORTHWEST CURN RAMP, THE CONTRACTOR IS TO BEGIN 1.

MAIN ST/ VASSAR STGNP-09

GENERAL PLANS

NOTES:


SIGNS 9-1, 9-2, 9-3, AND 9-4 ARE TO BE INSTALLED WITH (2) POSTS (645.81) 1.

VASSAR ST

MAIN &

MAIN ST

VASS

AR ST

MAIN ST

E

E

T

E

ONE

WAY

E

9-1 9-2

9-3

R= 15'

R= 10'

ITEM 663.33

VALVE BOX ELEVATION

ADJUST EXISTING

9-1

9-2

ITEM 662.60030008

ADJUST GAS VALVE BOX

(SEE NOTE 1)

END FLUSH CURB

ITEM 608.21000003 (TYP)


ITEM 685.11 (TYP)

TYPE LS CROSSWALK





608.0101 (TYP)

ITEMS 203.02, 304.12,

CONCRETE RAMP(SEE NOTE 1)

(SEE NOTE 1)

9-3

AHEADAHEAD

(SEE NOTE 1)

AHEADAHEAD

(SEE NOTE 1)

9-4

100'

ITEM 635.0103 (TYP)

CROSSWALK STRIPING

REMOVE EXISTING

ITEM 663.34

HYDRANT ELEVATION

ADJUST EXISTING

CULVERTS

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


FIL

E

NA

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=

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ER

=

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TE/

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=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

ER

M.

WIE

SZ

CH

OW

SKI

22

GNP-10

GRID

NORTH

LEGEND

1-1

1-1

SIGN NUMBER

RAMP NUMBER

0 15 30 45 60'15

1" = 30'

NOTES:

MAIN ST/ MARKET ST/ CIVIC CENTER PLAZA

GENERAL PLANS


635.0103.

EXISTING STRIPING, THE EXISTING STRIPING SHALL BE REMOVED UNDER ITEM

3. AT ALL INSTANCES WHERE NEW STRIPING IS TO BE INSTALLED ON TOP OF

MARKET STREET NOT SHOWN HERE.

LOCATED APPROXIAMTELY 85' TO THE SOUTH OF THE INTERSECTION ON

AND MARKET STREET SHALL BE REMOVED, INCLUDING A LEFT TURN ARROW

2. ALL EXISTING PAVEMENT SYMBOLS AT THE INTERSECTION OF MAIN STREET

INDUCTANCE LOOP.

ADJUST LOCATION OF MILL AND FILL AS NECESSARY TO AVOID VEHICLE 1.

MARKET ST

MAIN &

26a23a

13a14a 27a

11a

15a5a

3a

1a

C

MAIN ST

~

S

S

S

S

~

~

~

E

E

T

T

S

T

~

MAIN ST

MAR

KET ST

CIVIC CE

NTE

R PLA

ZA

E

T

E

ONE

WAY

ONE

WAY

E

10-2

10-110-3 10-4

10-5

10-6

ITEM 685.11 (TYP)

TYPE LS CROSSWALK

ITEM 608.21000003 (TYP)


R= 30'

R= 35'

ITEM 662.600

30008

VALVE BOX ELEVATIONADJUST EXISTING GAS

ITEMS 203.02, 304.12, 608.0101 (TYP)

CONCRETE RAMP





ITEM 662.60030008


ITEMS 645.81, 647.31

RELOCATE SIGN PANEL ASSEMBLY



ITEMS 203.03,

304.12,

608.0101

PEDESTRIAN CURB RAMP WAS LOCATED

REPLACE SIDEWALK PANEL WERE

ITEM 685.11TYPE LS CROSSWALK

ITEMS 645.81, 647.31


8'-6"

10-7

10-8

R= 20'

R= 20'

R= 15'

(SEE NOTE 1)

(SEE DETAIL ON DWG MTD-2)

MILL AND FILL CROSSWALK (TYP)

25'-0"

DETAIL ON DWG. MTD-4 (TYP)

SEE CATCH BASIN PIPE EXTENSION

VEHICLE INDUCTANCE LOOP (TYP)

ADJUST SAWCUT AS NECESSARY TO AVOID

25'-0"

(TYP) (SEE DWG MTD-3)


ITEM 685.14

PAVEMENT SYMBOL (TYP)75'-0"

20'-0"

ITEM 635.0203

(TYP) (SEE NOTE 2)

REMOVE EXISTING SYMBOL

20'-0"

32'-0"

21'-0"

13'-0"10'-0"

ITEM 635.0103 (TYP)



ITEM 685.13

PAVEMENT LETTERS (TYP)

(SEE NOTE 3)

ITEM 685.11

WLL (TYP)

(SEE NOTE 3)

ITEM 685.12 (TYP)

YSDL

(R= 35')

MATCH EXISTING 10'-6"

12'-0"

R= 5'

10'-0"

5'-0"

ITEM 685.11 (TYP)

18" STOPBAR

8'-6"

8'-0"

8'-0"13'-0"

11'-0"11'-0"

10'-0"

ITEMS 645.81, 647.31(2)

"PARKING HOURS" SIGN PANELS

RELOCATE "NO PARKING" AND

ITEM 635.0103


AD

B

C

CULVERTS

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


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

ER

M.

WIE

SZ

CH

OW

SKI

165'-0"

165'-0"

20

20

23

GNP-11

GRID

NORTH

LEGEND

1-1

1-1

SIGN NUMBER

RAMP NUMBER

0 15 30 45 60'15

1" = 30'

MAIN ST/ GARDEN ST/LIBERTY ST

GENERAL PLANS

NOTES:

FLASH BEACONS (RRFB'S). SEE DWG. TSP-6 FOR RRFB INSTALLATION.

SIGNS 11-3 AND 11-4 ARE TO BE INSTALLED ATOP RECTANGULAR RAPID 1.

MAIN ST

E

EE

T

~

~

T

~

~

S

SS

S

S

GAR

DE

N ST

LIBE

RT

Y ST

11-1

11-2

ITEM 608.21000003 (TYP)


ITEM 685.11

TYPE LS CROSSWALK

(TYP)

24'-0"

13'-5"

11-2

11-1

608.0101 (TYP)

ITEMS 203.02, 304.12,

CONCRETE RAMP

645.81 (2)

ITEMS 645.5102,

(SEE DWG MTD-3)


CROSSWALK

RAISED

CROSSWALK

RAISED

20MPHMPH

CROSSWALK

RAISED

CROSSWALK

RAISED

20MPHMPH

SEE NYSDOT 608-07 STANDARD SHEETS

STANDARD RAISED CROSSWALK


FLASHING BEACON

RECTANGULAR RAPID

11-3

11-4645.81 (2)

ITEMS 645.5102,





SHEET 608-07)

ITEM 685.11 (TYP) (SEE STANDARD

RAISED CROSSWALK MARKING DETAIL

(SEE NOTE 1)

(SEE NOTE 1)

CULVERTS

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


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

ER

M.

WIE

SZ

CH

OW

SKI

24

GNP-12

GRID

NORTH

LEGEND

1-1

1-1

SIGN NUMBER

RAMP NUMBER

0 15 30 45 60'15

1" = 30'

MAIN ST/ CATHERINE ST/ ACADEMY ST

GENERAL PLANS

NOTES:


C

15a

14a

11a

13a

4a

1a

5a

3a

MAIN ST

CAT

HARIN

E ST

ACADE

MY ST

S

E

E

T

E

~

S

S

~~

~~~

T

S

MAIN ST

12-7

12-6

12-5

12-4

12-312-2

12-1

12-8

R= 30'

R= 30'

MATCH EXISTING (R= 25')

ITEM 663.33

BOX ELEVATION


ITEM 685.11 (TYP)

TYPE LS CROSSWALK

ITEM 685.11 (TYP)

18" STOP BAR

608.0101 (TYP)

ITEMS 203.02, 304.12,

CONCRETE RAMP

ITEM 645.81, 647.31

RELOCATE EXISTING PARKING SIGN

R= 5'

R= 10'MATCH EXISTING (R= 31')

(R= 34')

MATCH EXISTING



ITEM 608.21000003 (TYP)






ITEM 645.81, 647.31

SIGNS FROM POLE

RELOCATE STREET

ITEM 635.0103 (TYP)


REMOVE EXISTING CROSSEWALK

ITEM 685.12 (TYP)

YSDL

CULVERTS

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


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

ER

M.

WIE

SZ

CH

OW

SKI

25

GNP-13

GRID

NORTH

LEGEND

1-1

1-1

SIGN NUMBER

RAMP NUMBER

0 15 30 45 60'15

1" = 30'

MAIN ST/ CRANNELL ST

GENERAL PLANS

NOTES:

(RRFB'S). SEE DWG. TSP-8 FOR RRFB INSTALLATION.

SIGNS 13-3 AND 13-4 ARE TO BE INSTALLED ATOP RECTANGULAR RAPID FLASH BEACONS 2.



CRANNELL ST

MAIN &

E

S

S

S

T

T

MAIN ST

E

CR

ANNELL

ST

13-2

13-1

13-2

100'-0"

13-1

ITEM 647.51

REMOVE SIGN

AHEADAHEAD

AHEADAHEAD

13-4

13-3

100'-0"






FLASHING BEACON

RECTANGULAR RAPID

608.0101 (TYP)

ITEMS 203.02, 304.12,

CONCRETE RAMP

ITEM 604.070101

ALTER MANHOLE

ITEM 604.070101

ALTER MANHOLE

13'-

0"

13'-

0"

ITEM 685.12 (TYP)

YSDL 24'-6"

26'-0" 34'-0" 21'-0"

34'-0" 24'-0"

ITEM 635.0103 (TYP)


ITEM 685.11

TYPE LS CROSSWALK

ITEM 608.21000003 (TYP)


(SEE DWG MTD-3)

HARDSCAPE CURB EXTENSION (TYP)

(SEE NOTE 2)

(SEE NOTE 1)(SEE NOTE 2)

(SEE NOTE 1)

50'-0" (TYP)

SEE NYSDOT 608-07 STANDARD SHEETS

STANDARD RAISED CROSSWALK

SHEET 608-07)

ITEM 685.11 (TYP) (SEE STANDARD

RAISED CROSSWALK MARKING DETAIL

CULVERTS

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


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

ER

M.

WIE

SZ

CH

OW

SKI

26

GNP-14

GRID

NORTH

LEGEND

1-1

1-1

SIGN NUMBER

RAMP NUMBER

0 15 30 45 60'15

1" = 30'

MAIN ST/ N. & S. HAMILTON STREET

GENERAL PLANS

NOTES:


HAMILTON ST

MAIN &

C

1a

11a

5a

15a

3a

MAIN ST

N.

HA

MILT

ON ST

S.

HA

MILT

ON ST

S

S

E

T

T

~ ~

~~

T

T

S

E

MAIN ST

C

14-7

14-5

14-4

14-3

14-2

14-1

ITEM 608.21000003 (TYP)


ITEM 685.11 (TYP)

TYPE LS CROSSWALK

R= 20'

R= 20'

ITEM 685.11 (TYP)

18" STOP BAR



ITEM 604.07210010

RESET FRAME AND GRATE





(R= 25')

MATCH EXISTING



14-6608.0101 (TYP)

ITEMS 203.02, 304.12,

CONCRETE RAMP

R= 20'

20'-

0"ITEM 635.0103 (TYP)



27'-0"

CULVERTS

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


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

ER

M.

WIE

SZ

CH

OW

SKI

27

GNP-15

GRID

NORTH

LEGEND

1-1

1-1

SIGN NUMBER

RAMP NUMBER

0 15 30 45 60'15

1" = 30'

MAIN ST/ CLINTON SQ/ S. CLINTON ST

GENERAL PLANS

NOTES:


C

MAIN ST

CLIN

TON S

QUARE

S.

CLIN

TON ST

MAIN ST

E

E

E

E

E

E

T

S

T

E

15-1

15-7

15-6

15-5

15-4

15-3

15-2

7'-11"

R= 5'

R= 20'

ITEM 685.11 (TYP)

TYPE LS CROSSWALK

ITEM 663.34

HYDRANT ELEVATION

ADJUST EXISTING

ITEM 685.11 (TYP)

18" STOP BAR

ITEM 662.60030008

VALVE BOX ELEVATION

ADJUST EXISTING GAS




MILL AND FILL CROSSWALK

(SEE DWG MTD-3)


ITEM 685.12 (TYP)

YSDL

ITEM 647.51

REMOVE SIGN

ITEM 604.50180010

DETAIL ON DWG MTD-5

SEE OFFSET CATCH BASIN

ITEM 609.0401

CURB TYPE VF150

CAST-IN-PLACE CONCRETE

ITEM 609.0401

CURB TYPE VF150


ITEM 608.21000003 (TYP)


608.0101 (TYP)

ITEMS 203.02, 304.12,

CONCRETE RAMPITEM 663.33 (TYP)

VALVE BOX ELEVATION

ADJUST EXISTING

ITEM 635.0103 (TYP)



25'-0" 13'-0

"

ITEM 609.0401

CURB TYPE VF150




10'-0"

ITEM 635.0103


75'-0"

22'-0"

9'-0"

ON DWG MTD-2)

ITEM 609.0203 (SEE DETAIL



CULVERTS

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


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

ER

M.

WIE

SZ

CH

OW

SKI

28

GNP-16

GRID

NORTH

LEGEND

1-1

1-1

SIGN NUMBER

RAMP NUMBER

0 15 30 45 60'15

1" = 30'

NOTES:

MAIN ST/ N. & S. CHERRY ST

GENERAL PLANS

4. SEE DWG. TSP-11 FOR TRAFFIC SIGNAL MODIFICATION PLANS.

CURB IS TO TRANSITION INTO FLUSH CURB AT THE DETECTABLE WARNINGS.

THE CURB INSTALLED AT THE APEX OF THE CORNER IS TO HAVE A 6" REVEAL. THE 3.

STATES "NO PARKING HERE TO CORNER".

AS PART OF THE SIGN RELOCATION, THE CONTRACTOR IS TO REMOVE THE SIGN THAT 2.

SIDEWALK (SEE DETAIL ON STANDARD SHEET 608-01 SHEET 3, OPTION B

THE CONTRACTOR IS INSTALL GRANITE CURB AROUND ELECTRICAL VAULT AND BACK OF 1.

CHERRY ST

MAIN &

C

MAIN ST

N.

CHE

RR

Y ST

S.

CHERR

Y ST

MAIN ST

E

T

T

E

E

ET

ONE

WAY

16-5

16-4

16-3

16-2

16-1

R= 15'

22'-0" 28'-0"22'-0"

R= 15'

R= 15'

R= 15'

ITEM 685.11 (TYP)

TYPE LS CROSSWALK

ITEM 685.11 (TYP)

18" STOP BAR

ITEM 685.12 (TYP)

YSDL

ITEM 604.070101


50'-0"

75'-0"

ITEM 645.81, 647.31


ITEM 645.81, 647.31 (SEE NOTE 2)


CURB INSTALL

SEE NOTE 3 FOR


ITEM 609.0401 (TYP)

CURB TYPE VF150


608.0101 (TYP)

ITEMS 203.02, 304.12,

CONCRETE RAMP

(SEE DETAIL ON DWG. MTD-2)

MILL AND FILL CROSSWALKS (TYP)

(SEE DWG. MTD-3)

EXTENSION (TYP)

HARDSCAPE CURB

ITEM 604.070101

ELEVATION

ALTER VAULT

15'-0"

ITEM 635.0103 (TYP)




R= 15'

4'-0" MIN


OF WOODEN RETAINING WALL

INSTALL GRANITE CURB IN FRONT

ITEM 635.0103 (TYP)

CROSSWALK STRIPING

REMOVE EXISTING

ITEM 635.0103 (TYP)

STOP BAR STRIPING

REMOVE EXISTING

CULVERTS

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


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

ER

M.

WIE

SZ

CH

OW

SKI

29

GNP-17

GRID

NORTH

LEGEND

1-1

1-1

SIGN NUMBER

RAMP NUMBER

0 15 30 45 60'15

1" = 30'

NOTES:

MAIN ST/ N. & S. WHITE ST

GENERAL PLANS


THE POST.

STATES "NO PARKING HERE TO CORNER" AND MOVE THE REMAINING SIGNS TO THE TOP OF

AS PART OF THE SIGN REMOVAL, THE CONTRACTOR IS TO REMOVE THE SIGN THAT 1.

WHITE ST

MAIN &

C

MAIN ST

N.

WHIT

E ST

S.

WHIT

E ST

MAIN ST

T

T T

E17-1

17-2

17-4

17-3

R= 15'

R= 15'

R= 15'8'-0"22'-0"

ITEM 685.11 (TYP)

18" STOP BAR

ITEM 663.33 (TYP)

BOX ELEVATION


ITEM 604.070101

ALTER DRAINAGE STRUCTURE

ITEM 608.21000003 (TYP)

DETECTABLE WARNING UNIT608.0101 (TYP)

ITEMS 203.02, 304.12,

CONCRETE RAMP

ITEM 647.51

(SEE NOTE 1)

REMOVE SIGN PANEL

(SEE DWG. MTD-3) (TYP)

hHARDSCAPE CURB EXTENSION

ITEM 647.51

(SEE NOTE 1)

REMOVE SIGN PANEL



CURB TYPE VF150


ITEM 647.31

PANEL ASSEMBLY

RELOCATE SIGN

(R= 11'-6")

EXISTING

MATCH

ITEM 647.31

PANEL ASSEMBLY

RELOCATE SIGN ITEM 635.0103 (TYP)

BAR STRIPING

CROSSWALK AND STOP

REMOVE EXISTING

ITEM 685.11 (TYP)

TYPE LS CROSSWALK

8'-0" 22'-0"



10'-0"

12'-0"

CULVERTS

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


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

ER

M.

WIE

SZ

CH

OW

SKI

30

GNP-18

GRID

NORTH

LEGEND

1-1

1-1

SIGN NUMBER

RAMP NUMBER

0 15 30 45 60'15

1" = 30'

NOTES:

GENERAL PLANS

& MAIN ST/ CORLIES AVE

MAIN ST/ CHURCH ST/ FOUNTAIN PL


SIDEWALK (SEE DETAIL ON STANDARD SHEET 608-01 SHEET 3, OPTION B.

THE CONTRACTOR IS INSTALL GRANITE CURB AROUND THE BACKSIDE OF THE 1.

C

MAIN ST

CHURCH ST

FOUNTAIN PL

MAIN ST

CORLIE

S

AVE

MAIN ST

E

T

S

ONE

WAY

E

S

18-1

18-8

18-8

18-7

18-6

18-2

18-3

18-4

18-5

R= 15'

R= 15'

R= 13'

(TYP)

18'-6"

ITEM 685.11 (TYP)

TYPE LS CROSSWALK

ITEM 685.11 (TYP)

18" STOP BAR



ITEM 663.33

VALVE BOX ELEVATION

ADJUST EXISTING

4'-0"

5'-0"

ITEM 608.21000003

BEHIND WATER VALVE

INSTALL DETECTIBLE WARNING

ITEM 608.21000003 (TYP)


608.0101 (TYP)

ITEMS 203.02, 304.12,

CONCRETE RAMP



CURB TYPE VF150


(SEE NOTE 1)

ITEM 609.0203


ITEM 635.0103 (TYP)

BAR STRIPING

CROSSWALK AND STOP

REMOVE EXISTING



15'-0"

70'-0"

42'-0

"

(SEE DWG. MTD-3)


12'-

0"

CULVERTS

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


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

ER

M.

WIE

SZ

CH

OW

SKI

31

GNP-19

GRID

NORTH

LEGEND

1-1

1-1

SIGN NUMBER

RAMP NUMBER

0 15 30 45 60'15

1" = 30'

NOTES:

MAIN ST/ INNIS AVE/ WORRALL AVE

GENERAL PLANS


SHEET 3, OPTION C).

AND AROUND RAISED PLANTER (SEE DETAIL ON STANDARD SHEET 608-01

THE CONTRACTOR IS INSTALL GRANITE CURB AROUND DRAINAGE STRUCTURE 1.

C

MAIN ST

INNIS

AVE

WORR

ALL

AVE

MAIN ST

E

T

19-1 19-2

19-3

19-4

R= 15'

R= 10'

R= 15'

ITEM 608.21000003 (TYP)


ITEM 685.11 (TYP)

TYPE LS CROSSWALK

ITEM 604.070101

ALTER MANHOLE

ITEM 663.33 (TYP)

BOX ELEVATION






(R= 15')

MATCH EXISTING

ITEM 685.11 (TYP)

18" STOP BAR

608.0101 (TYP)

ITEMS 203.02, 304.12,

CONCRETE RAMP



CURB TYPE VF150


ITEM 635.0103 (TYP)





ITEMS 203.02, 610.1402, 610.1601




12'-6"

19-5

ITEM 647.31, 647.81

SIGN ASSEMBLY

RELOCATE "NO TURN ON RED"

ITEM 635.0103

AND SYMBOLS (TYP)


ITEM 685.12 (TYP)

CENTERLINE STRIPING

ITEM 685.13 (TYP)

PAVEMENT LETTERSITEM 685.14 (TYP)

PAVEMENT SYMBOL

75' TAPER

75' TAPER100' STORAGE

50' STORAGE

10'-

0"

11'-

0"

11'-

0"

8'-

9"

PAR

KIN

GT

RA

VEL

TR

AVEL

PAR

KIN

G

11'-

0"

7'-

10"

PAR

KIN

GT

RA

VEL

PAR

KIN

G

10'-

0"

11'-

0"

TR

AVEL

X

CULVERTS

JOB

MA

NA

GE

RDESIG

N S

UPE

RVIS

OR

COUNTY:

PR

OJE

CT

MA

NA

GE

RDESIG

ND

RAFTIN

GC

HE

CK

CHE

CK


FIL

E

NA

ME =

USER =

DATE/TIM

E =

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OWS

KI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OWS

KI

M.

WIE

SZ

CH

OWS

KI

J.

GE

NTZLE

RD.

CREE

NE.

SN

YDE

RM.

WIE

SZ

CH

OWS

KI

32

GNP-20

GRID

NORTH

LEGEND

1-1

1-1

SIGN NUMBER

RAMP NUMBER

0 15 30 45 60'15

1" = 30'

MARKET ST/ CANNON ST

GENERAL PLANS

NOTES:

1. SEE DWG. TSP-15 FOR TRAFFIC SIGNAL MODIFICATION PLANS.C

MAR

KET ST

CANNON ST

MAR

KET ST

E

E

T

ONE

WAY

ONE

WAY

E

E E

EE

20-1

20-2

20-4

20-5R= 10'

R= 20'

ITEM 608.21000003 (TYP)


ITEM 685.11 (TYP)

TYPE LS CROSSWALK

ITEM 604.070101 (TYP)

ALTER MANHOLE

ITEM 685.11 (TYP)

18" STOP BAR

(SEE DETAIL ON DWG. MTD-2)


ITEM 662.60030008

ADJUST EXISTING GAS VALVE

20-3

608.0101 (TYP)

ITEMS 203.02, 304.12,

CONCRETE RAMP ON DWG MTD-2)

ITEM 609.0203 (TYP) (SEE DETAIL


ITEM 663.33

ADJUST EXISTING VALVE BOX

20'-0"

ITEM 635.0103 (TYP)





CULVERTS

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


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

ER

M.

WIE

SZ

CH

OW

SKI

33

GNP-21

GRID

NORTH

LEGEND

1-1

1-1

SIGN NUMBER

RAMP NUMBER

0 15 30 45 60'15

1" = 30'

NOTES:

MARKET ST/ COUNTY OFFICE BLDG

GENERAL PLANS




2. SIGNS 21-5 AND 21-6 ARE TO BE INSTALLED WITH (2) POSTS (645.81) THAT ARE

SHOWN ON MTD-X). THIS IS TO WIDENED TO REMOVE THE EXISTING CROSSWALK STRIPING.

THE MILLING AND FILLING WIDTH SHOWN IS 15 FEET WHICH IS EXCEEDS THE DETAIL 1.

MAR

KET ST

DRIVEWAY

COUNTY OFFICE

MAR

KET ST

MAR

KET ST

E

T

E

ONE

WAY

ONE

WAY

E

E

S

21-2

21-1

21-4

21-2

ITEM 647.61

REMOVE SIGN

22-1

21-7

ITEM 662.60030008

VALVE BOX ELEVATION

ADJUST EXISTING GAS

NOPARKING

TIMEANY

NOPARKING

TIMEANY

NOPARKING

TIMEANY

NOPARKING

TIMEANY

NOPARKING

TIMEANY

NOPARKING

TIMEANY

PARKING

RESERVED

PARKING

RESERVED

PARKING

RESERVED

PARKING

RESERVED

ITEM 647.51

FOR LIGHT POLE

REMOVE PARKING SIGNS

608.0101 (TYP)

ITEMS 203.02, 304.12,

CONCRETE RAMP

ITEM 663.33

BOX ELEVATION


21-6

21-3

AHEADAHEAD


ITEM 609.0203 (TYP)


25'-

0"

21-8

21-9

21-5

25'-0"

25'-0"

25'-0"

ITEMS 203.03, 304.12, 608.0101

PEDESTRIAN CURB RAMP WAS LOCATED

REPLACE SIDEWALK PANEL WERE



ITEM 608.21000003 (TYP)


ITEM 635.0103

CROSSWALK STRIPING

REMOVE EXISTING

(SEE NOTE 3)

(SEE NOTE 3)

(SEE NOTE 2)


FLASHING BEACON

RECTANGULAR RAPID

ITEM 685.11

TYPE LS CROSSWALK

ITEMS 645.81, 647.31


ITEM 685.14

PAVEMENT SYMBOL (TYP)

ITEM 685.13

PAVEMENT LETTERS (TYP)

ITEM 647.51

REMOVE PEDESTRIAN SIGN

CULVERTS

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


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

ER

M.

WIE

SZ

CH

OW

SKI

34

GNP-22

GRID

NORTH

LEGEND

1-1

1-1

SIGN NUMBER

RAMP NUMBER

0 15 30 45 60'15

1" = 30'

NOTES:

GENERAL PLANS

CIVIC CENTER PLAZA/

POUGHKEEPSIE GRAND HOTEL





HOTEL

GRAND PLAZA

CIVIC

CE

NTE

R PLA

ZA

CIVIC

CE

NTE

R PLA

ZA

T

ONE

WAY

ONE

WAY

T

22-1

22-2

R= 10'

ITEM 608.21000003 (TYP)


NOPARKING

TIMEANY

NOPARKING

TIMEANY

NOPARKING

TIMEANY

NOPARKING

TIMEANY

22-4

25'-

0"

22-1


ITEM 609.0203 (TYP)


AHEADAHEAD

ITEM 635.0103 (TYP)

CROSSWALK STRIPING

REMOVE EXISTING

22-3

22-5

10'

ITEM 608.03040008

REMOVE AND RESET BRICK PAVERS

22-6

22-2

(SEE NOTE 1)

(SEE NOTE 2)

(SEE NOTE 2)

608.0101 (TYP)

ITEMS 203.02, 304.12,

CONCRETE RAMP

ITEM 685.11 (TYP)

TYPE LS CROSSWALK

25'-

0"


FLASHING BEACON

RECTANGULAR RAPID

CULVERTS

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


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

ER

M.

WIE

SZ

CH

OW

SKI

35

GNP-23

GRID

NORTH

LEGEND

1-1

1-1

SIGN NUMBER

RAMP NUMBER

0 15 30 45 60'15

1" = 30'

NOTES:

MANSION ST/ WASHINGTON ST/ COLUMBUS DR

GENERAL PLANS


DETAIL ON STANDARD SHEET 608-01 SHEET 3, OPTION B.

THE CONTRACTOR IS INSTALL GRANITE CURB AROUND WOODEN RETAINING WALL (SEE 1.

WASHINGTON/COLUMBUS

MANSION ST &

C

MANSION ST

COLU

MB

US

DR

WASHIN

GT

ON ST

MANSION ST

S

T

23-4

23-1

23-2

23-3

R= 30'

R= 30'

R= 40'

R= 25'




608.0101 (TYP)

ITEMS 203.02, 304.12,

CONCRETE RAMP



ITEM 608.21000003 (TYP)


ITEM 685.11 (TYP)

TYPE LS CROSSWALK

ITEM 685.11 (TYP)

18" STOP BAR

ITEMS 203.2, 610.1402, 610.1601




ITEM 635.0103 (TYP)





13'-0"

CULVERTS

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


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

ER

M.

WIE

SZ

CH

OW

SKI

36

GNP-24

GRID

NORTH

LEGEND

1-1

1-1

SIGN NUMBER

RAMP NUMBER

0 15 30 45 60'15

1" = 30'

NOTES:

MANSION ST/ CIVIC CENTER PLAZA

GENERAL PLANS


SIGNS 24-1, 24-2, 24-3, AND 24-4 ARE TO BE INSTALLED WITH (2) POSTS (645.81) 1.

MANSION ST

CIVIC

CE

NTE

R PLA

ZA

MANSION ST

E

E

S

T

T

24-1

24-2

R= 40'

24-3

24-1

24-4

24-2

AHEADAHEAD

AHEADAHEAD

ITEM 647.61

REMOVE SIGN PANEL ASSEMBLY

608.0101 (TYP)

ITEMS 203.02, 304.12,

CONCRETE RAMP


ITEM 609.0203 (TYP)


ITEM 685.11

TYPE LS CROSSWALK

(SEE NOTE 1)

(SEE NOTE 1)

(SEE NOTE 1)

(SEE NOTE 1)

100'

ITEM 635.0103

CROSSWALK STRIPING

REMOVE EXISTING

ITEM 635.0103


19'-6"

(TYP)

9'-

6"

ITEM 608.21000003 (TYP)


ITEM 663.33

VALVE BOX ELEVATION

ADJUST EXISTING

ITEM 604.070101

ELEVATION

ALTER VAULT

CULVERTS

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


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

ER

M.

WIE

SZ

CH

OW

SKI

37

GNP-25

GRID

NORTH

LEGEND

1-1

1-1

SIGN NUMBER

RAMP NUMBER

0 15 30 45 60'15

1" = 30'

NOTES:

MANSION ST/BALDING AVE

GENERAL PLANS


SIGNS 25-1, 25-2, 25-3 AND 25-4 ARE TO BE INSTALLED WITH (2) POSTS (645.81) 1.

MANSION ST

BALDIN

G

AVE

MANSION ST

E

25-1

25-4

25-3

25-2

R= 7.5'

R= 35'

ITEM 685.11 (TYP)

TYPE LS CROSSWALK

ITEM 604.070101


ITEM 608.21000003 (TYP)


25-1

100'

25-2

AHEADAHEAD

25-4

(SEE NOTE 1) (SEE NOTE 1)

25-3


ITEM 609.0203



ITEM 609.0401 (TYP)

CURB TYPE VF150


(SEE NOTE 1) (SEE NOTE 1)

ITEM 635.0103


608.0101 (TYP)

ITEMS 203.02, 304.12,

CONCRETE RAMP



CULVERTS

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


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

ER

M.

WIE

SZ

CH

OW

SKI

38

GNP-26

GRID

NORTH

LEGEND

1-1

1-1

SIGN NUMBER

RAMP NUMBER

0 15 30 45 60'15

1" = 30'

MANSION ST/ GARDEN ST

GENERAL PLANS

NOTES:


GARDEN ST

MANSION ST &

MANSION ST

GAR

DE

N ST

MANSION ST

GAR

DE

N ST

ONE

WAY

C

26-1

26-2

26-326-4

R= 7.5'

R= 10'R= 15'

R= 7.5'

ITEM 685.11 (TYP)

18" STOP BAR

ITEM 608.21000003 (TYP)


ITEM 647.31

PANEL ASSEMBLY

RELOCATE SIGN



608.0101 (TYP)

ITEMS 203.02, 304.12,

CONCRETE RAMP



CURB TYPE VF150


ITEM 635.0103 (TYP)



ITEM 685.11 (TYP)

TYPE LS CROSSWALK



ITEMS 203.02, 610.1402, 610.1601 (TYP)




M

M

M

M

CULVERTS

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


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

ER

M.

WIE

SZ

CH

OW

SKI

39

GNP-27

GRID

NORTH

LEGEND

1-1

1-1

SIGN NUMBER

RAMP NUMBER

0 15 30 45 60'15

1" = 30'

NOTES:

MANSION ST/ CONKLIN ST

GENERAL PLANS


(SEE DETAIL ON STANDARD SHEET 608-01 SHEET 3, OPTION B.

THE CONTRACTOR IS INSTALL GRANITE CURB AROUND DRAINAGE STRUCTURE 1.

C

MANSION ST

CONKLIN ST

MANSION ST

S

ONE

WAY

S

27-1

27-3

27-2

R= 20'

R= 15'

ITEM 685.11 (TYP)

18" STOP BAR

ITEM 608.21000003 (TYP)






608.0101 (TYP)

ITEMS 203.02, 304.12,

CONCRETE RAMP

ITEMS 203.02, 610.1402, 610.1601




ITEM 635.0103 (TYP)





ITEM 685.11

TYPE LS CROSSWALK60'-0"

17'-6"



CURB TYPE VF150


ON DWG MTD-2)

ITEM 609.0203 (SEE DETAIL

GRANITE CURB, TYPE A

CULVERTS

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


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

ER

M.

WIE

SZ

CH

OW

SKI

40

GNP-28

GRID

NORTH

LEGEND

1-1

1-1

SIGN NUMBER

RAMP NUMBER

0 15 30 45 60'15

1" = 30'

NOTES:

MANSION ST/ CATHERINE ST

GENERAL PLANS

(645.81) THAT ARE EQUIPPED WITH RETROFLECTIVE POST STRIPS (645.81020003).

SIGNS 28-1, 28-2, 28-3, AND 28-4 ARE TO BE INSTALLED WITH (2) POSTS 2.

SHEET 608-01 SHEET 3, OPTION B.

1.THE CONTRACTOR IS INSTALL GRANITE BACK CURB (SEE DETAIL ON STANDARD

CULVERTS

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AS-BUILT REVISIONS

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BRIDGES

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DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

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CATHARINE ST

MANSION ST &

MANSION ST

MANSION ST

CATH

ARIN

E ST

ONE

WAY

ONE

WAY

CATH

ARIN

E ST

28-1

28-2

28-5

28-6

R= 10'

R= 10'

R= 5'

28-1

28-3

28-2

AHEADAHEAD

28-4

AHEADAHEAD

608.0101 (TYP)

ITEMS 203.02, 304.12,

CONCRETE RAMP

R= 5'

5-FOOT WIDE DROP CURB

ITEM 608.21000003 (TYP)


ITEM 685.11 (TYP)

TYPE LS CROSSWALK





CURB TYPE VF150


ITEMS 203.02, 610.1402, 610.1601



REMOVE RAMP AND INSTALL 4"

(SEE NOTE 2)

(SEE NOTE 2)

(SEE NOTE 2)

(SEE NOTE 2)

(SEE NOTE 1)

ITEM 609.0203


28-3

28-4

ITEM 635.0103 (TYP)

BAR STRIPING

CROSSWALK AND STOP

REMOVE EXISTING

41

GNP-29

GRID

NORTH

LEGEND

1-1

1-1

SIGN NUMBER

RAMP NUMBER

0 15 30 45 60'15

1" = 30'

NOTES:

MANSION ST/ N. HAMILTON ST

GENERAL PLANS


SIGNS 29-1, 29-2, 29-3, AND 29-4 ARE TO BE INSTALLED WITH (2) POSTS 1.

MANSION ST

N.

HA

MIL

TON ST

N.

HA

MIL

TON ST

29-1

29-2

29-4

29-3

ITEM 685.11 (TYP)

TYPE LS CROSSWALK

R= 15'

R= 15'

28'-

0"

24'-

0"

28'-

0"

29-2

29-3



100'

29-1

100'

29-4

AHEADAHEAD

AHEADAHEAD



CURB TYPE VF150


ITEMS 203.02, 610.1402, 610.1601 (TYP)




(SEE NOTE 1)

(SEE NOTE 1)

(SEE NOTE 1)

(SEE NOTE 1)

(SEE DWG MTD-3)

LANDSCAPE CURB EXTENSION

24'-

0"

ITEM 685.11

18" STOP BAR

ITEM 608.21000003 (TYP)


ITEM 635.0103

BAR STRIPING

REMOVE STOP

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AS-BUILT REVISIONS

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DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

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OW

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42

GNP-30

GRID

NORTH

LEGEND

1-1

1-1

SIGN NUMBER

RAMP NUMBER

0 15 30 45 60'15

1" = 30'

NOTES:

MANSION ST/ N. CLINTON ST

GENERAL PLANS


SIGNS 30-1, 30-2, AND 30-3 ARE TO BE INSTALLED WITH (2) POSTS (645.81) 1.

MANSION ST

N.

CLIN

TON ST

N.

CLI

NT

ON ST

ONE WAY

30-1

30-2

30-1

30-2

R= 10'

ITEM 608.21000003 (TYP)


13'-

0"

8'-

6"

30-2

30-1

ITEM 609.0401 (TYP)

CURB TYPE VF150


(SEE DETAIL ON DWG. MTD-X)


ITEM 685.11 (TYP)

TYPE LS CROSSWALK

608.0101 (TYP)

ITEMS 203.02, 304.12,

CONCRETE RAMP

ITEMS 203.02, 610.1402, 610.1601 (TYP)




(SEE DWG MTD-3) (TYP)

LANDSCAPE CURB EXTENSION

(SEE NOTE 1)

(SEE NOTE 1)

30-3

AHEADAHEAD

(SEE NOTE 1)

100'

ITEM 604.070101

ALTER MANHOLE COVER

R= 30'

CULVERTS

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ALTERED BY:




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AS-BUILT REVISIONS

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10/7/2019

jgentzler

BRIDGES

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OW

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DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

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NT

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43

GNP-31

GRID

NORTH

LEGEND

1-1

1-1

SIGN NUMBER

RAMP NUMBER

0 15 30 45 60'15

1" = 30'

NOTES:

MANSION ST/ SMITH ST

GENERAL PLANS



SIGNS 31-1, 31-2, 31-3 AND 31-5 ARE TO BE INSTALLED WITH (2) POSTS 1.

C

MANSION ST

SMIT

H ST

SMIT

H ST

T

T

MANSION ST

31-6

31-531-4

31-3

32-2

31-1

R= 15'

R= 22.5'

ITEM 685.11 (TYP)

TYPE LS CROSSWALK

ITEM 608.21000003 (TYP)


ITEM 647.31

PANEL ASSEMBLY

RELOCATE SIGN

31-1

31-2

31-3

31-4

NO

ON RED

TURN

NO

ON RED

TURN

MON - FRI

8 aM - 4 PM

ITEM 647.31

REMAINING SIGN PANEL ASSEMBLY

RELOCATE "CRIME WATCH" SIGN/ REMOVE

31-5

ITEM 647.51

REMOVE SIGN PANEL ASSEMBLY

ITEM 609.0401 (TYP)

CURB TYPE VF150


R= 15'

ITEM 685.12

YSDL

ITEM 685.11 (TYP)

18" STOP BAR

ITEMS 203.02, 610.1402, 610.1601 (TYP)




(SEE NOTE 1)

(SEE NOTE 1)

(SEE NOTE 1)

(SEE NOTE 1)

15'-0"

15'-0"

ITEM 635.0103 (TYP)





ITEM 663.33

ADJUST EXISTING VALVE BOX ELEVATION

ITEMS 203.02, 304.12, 608.0101 (TYP)

CONCRETE RAMP

ITEM 662.60030008


CULVERTS

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ALTERED BY:




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AS-BUILT REVISIONS

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BRIDGES

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DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

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CH

OW

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53

GRIDNORTH

NOTES:

0 15 30 45 60'15

1" = 30'

MAIN ST/ RINALDI BLVD/ TRAIN STATION LOT

TRAFFIC SIGNAL PLANSTSP-01

SEE DWG. GNP-3 FOR RAMP AND SIDEWALK IMPROVEMENTS.2.

THIS WORK SHALL BE PAID FOR UNDER ITEM 680.77000105.

PEDESTRIAN PHASES PROVIDED BY THE CITY. ALL LABOR AND MATERIALS NECESSARY FOR

SIGNAL EQUIPMENT WIRING AND THE CONTROLLER SHALL BE REPROGRAMMED FOR NEW

THE TRAFFIC SIGNAL CONTROLLER SHALL BE MODIFIED TO ACCEPT NEW PEDESTRIAN 1.

TRAIN STATION

MAIN &

C

MAIN ST

RIN

ALDI

BLV

D

TR

AIN ST

ATIO

N

MAIN ST

MAIN ST

E

E

E

T

ITEM 680.51200001, 680.520504

JUNCTION BOX

ITEM 680.77000105 (SEE NOTE 1)

ITEM 680.510501

ITEMS 206.03, 680.520106

2" STEEL CONDUIT (TYP)

ITEM 680.99010010

REMOVE PEDESTRIAN SIGNAL AND PUSHBUTTON

ITEMS 680.54, 680.72

INSTALL 6'x20' INDUCTANCE LOOP

ITEM 680.77000105

EXISTING LEAD-IN CABLE

SPLICE LOOP WIRE TO

680.81500010

680.813106 (2), 680.81330010, 680.8142,

ITEMS 680.5001, 680.6708, 680.813105,

PEDESTRIAN SIGNAL POLE AND PUSHBUTTON

680.81500010

680.813106 (2), 680.81330010, 680.8142,

ITEMS 680.5001, 680.6708, 680.813105,


680.8142, 680.81500010 (2)

(2), 680.813106 (4), 680.81330010 (2),

ITEMS 680.5001, 680.6708, 680.813105

POLE AND PUSHBUTTONS (TYP)

BI-DIRECTIONAL PEDESTRIAN SIGNAL

ITEM 680.82250608

POLE AND FOUNDATION

REMOVE PEDESTRIAN ITEM 680.82250608

POLE AND FOUNDATION

REMOVE PEDESTRIAN

ITEM 680.82250608

POLE AND FOUNDATION

REMOVE PEDESTRIAN

ITEM 680.51030009

ALTER PULLBOX - TYPE 3

ITEM 680.51030009


ITEM 680.51030009


ITEM 680.82250608

POLE AND FOUNDATION

REMOVE PEDESTRIAN

X

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COUNTY:

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ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\

Cadd\876203_cph_tsp_01.d

gn

10/7/2019

jgentzler

BRIDGES

M.

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CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

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56TRAFFIC SIGNAL PLANS

GRID

NORTH

NOTES:

0 15 30 45 60'15

1" = 30'

MAIN ST/ N. & S. CLOVER STTSP-02






N.

CLO

VE

R ST

S.

CLO

VE

R ST

MAIN ST

E

E

E

E

T

T

E

T

C

ITEM 680.99010010 (2)

SIGNAL AND PUSHBUTTON

REMOVE PEDESTRIAN

ITEM 680.510501 (TYP)

ITEMS 206.03, 680.520106


680.81500010, 680.99010010 (2)

680.81330010, 680.8141,

ITEMS 680.813105, 680.813106 (2),

AND PEDESTRIAN SIGNALS

REMOVE AND REPLACE PUSHBUTTONS

680.8142, 680.81500010

680.813106 (2), 680.81330010,

ITEMS 680.5001, 680.6708, 680.813105,

AND PUSHBUTTON (TYP)


ITEM 680.99010010 (2)

SIGNALS AND PUSHBUTTON

REMOVE PEDESTRIAN (SEE NOTE 1)

ITEM 680.77000205

680.99010010 (2)

680.81330010, 680.8141, 680.81500010,

ITEMS 680.813105, 680.813106 (2),



X

X

XX

CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

COUNTY:

PR

OJ

EC

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MA

NA

GE

RD

ESIG

ND

RA

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GC

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EC

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FIL

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ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

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BRIDGES

M.

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OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

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M.

WIE

SZ

CH

OW

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GRID

NORTH

TSP-03MAIN ST/ N. & S. PERRY ST

0 15 30 45 60'15

1" = 30'

NOTES:


NECESSARY FOR THIS WORK SHALL BE PAID FOR UNDER ITEM 680.77000305.

PEDESTRIAN PHASES PROVIDED BY THE CITY. ALL LABOR AND MATERIALS

NEW CONTROLLER AND THE CONTROLLER SHALL BE PROGRAMMED FOR NEW

THE NEW PEDESTRIAN SIGNAL EQUIPMENT WIRING SHALL BE WIRED INTO THE 1.

C

N.

PE

RR

Y ST

S.

PERR

Y ST

MAIN ST

MAIN ST

E

T

E

E

E

ONE

WAY

ONE

WAY

T

T

E

ITEM 680.58010009

MICROWAVE DETECTOR

680.82250601 (SEE NOTE 1)

ITEM 680.77000305, 680.80370501,

REMOVE AND REPLACE CONTROL CABINET

ITEM 680.510501 (TYP)

ITEMS 206.03, 680.520106


680.81500010

680.813106 (2), 680.81330010, 680.8142,

ITEMS 680.5001, 680.6708, 680.813105,

PEDESTRIAN SIGNAL POLE AND PUSHBUTTON (TYP)

680.8142, 680.81500010 (2)

(2), 680.813106 (4), 680.81330010 (2),

ITEMS 680.5001, 680.6708, 680.813105

POLE AND PUSHBUTTONS

BI-DIRECTION PEDESTRIAN SIGNAL

680.8142, 680.81500010 (2)

(2), 680.813106 (4), 680.81330010 (2),

ITEMS 680.5001, 680.6708, 680.813105


BI-DIRECTION PEDESTRIAN SIGNAL

ITEM 680.99010010

AND PUSHBUTTON

REMOVE PEDESTRIAN SIGNAL

ITEM 680.82250608

POLE AND FOUNDATION

REMOVE PEDESTRIAN

ITEM 680.82250608

POLE AND FOUNDATION

REMOVE PEDESTRIAN ITEM 680.99010010


REMOVE PEDESTRIAN

ITEM 680.82250608

POLE AND FOUNDATION

REMOVE PEDESTRIAN

ITEM 680.82250608

POLE AND FOUNDATION

REMOVE PEDESTRIAN

C

M

X

X

X

X

CULVERTS

JO

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NA

GE

RD

ESIG

N

SU

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RVIS

OR

COUNTY:

PR

OJ

EC

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MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

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EC

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FIL

E

NA

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=

US

ER

=

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TE/

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=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

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M.

WIE

SZ

CH

OW

SKI


GRID

NORTH

NOTES:

MAIN STREET/ N. & S. BRIDGE STTSP-04

0 15 30 45 60'15

1" = 30'

SEE DWG. GNP-8 FOR RAMPS AND SIDEWALK IMPROVEMENTS.2.

UNDER ITEM 680.77000405.

LABOR AND MATERIALS NECESSARY FOR THIS WORK SHALL BE PAID FOR

REPROGRAMMED FOR NEW PEDESTRIAN PHASES PROVIDED BY THE CITY. ALL

PEDESTRIAN SIGNAL EQUIPMENT WIRING AND THE CONTROLLER SHALL BE

THE TRAFFIC SIGNAL CONTROLLER SHALL BE MODIFIED TO ACCEPT NEW 1.

C

MAIN ST

N.

BRID

GE ST

S.

BRID

GE ST

MAIN ST

E

ONE

WAY

T

E

E

T

ELOOSE ROCK

ITEM 680.77000405 (SEE NOTE 1)ITEM 680.510501 (TYP)

ITEM 680.82250201 (2)

REMOVE PEDESTRIAN SIGNALS

ITEM 680.82250201 (2)

REMOVE PEDESTRIAN SIGNALS

ITEMS 206.03, 680.520106


ITEM 680.82250608

AND FOUNDATION

REMOVE PEDESTRIAN POLE

ITEM 680.82250608

AND FOUNDATION


680.8142, 680.81500010 (2)

(2), 680.813106 (4), 680.81330010 (2),

ITEMS 680.5001, 680.6708, 680.813105



X

XX

X

CULVERTS

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

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FIL

E

NA

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=

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=

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TE/

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=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

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OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

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M.

WIE

SZ

CH

OW

SKI

60

GRID

NORTH

NOTES:

0 15 30 45 60'15

1" = 30'

MAIN ST/ MARKET ST/ CIVIC CENTER PLAZA


680.8207 A 7.5 SF

30" X 36"

SPANWIRE SIGNS TO BE INSTALLED

LOCATION ITEM NO. QUANTITYMUTCD TEXT SIZE

R3-6L 1

680.8207 B R3-5A 1

680.8207 C R3-5R 1

680.8207 D R3-5L 1

ONLYONLY

ONLYONLY

ONLYONLY






7.5 SF

30" X 36"

7.5 SF

30" X 36"

7.5 SF

30" X 36"

MARKET ST

MAIN &

26a23a

13a14a 27a

11a

15a5a

3a

1a

C

MAIN ST

~

S

S

S

S

~

~

~

E

E

T

T

S

T

~

MAIN ST

MAR

KET ST

CIVIC CE

NTE

R PLA

ZA

E

T

E

ONE

WAY

ONE

WAY

E

680.8142, 680.81500010 (2)

(2), 680.813106 (4), 680.81330010 (2),

ITEMS 680.5001, 680.6708, 680.813105

AND PUSHBUTTONS


(SEE NOTE 1)

ITEM 680.77000505

680.81500010

680.813106 (2), 680.81330010, 680.8142,

ITEMS 680.5001, 680.6708, 680.813105,



ITEM 680.99010010 (2)


REMOVE PEDESTRIAN

680.8142, 680.81500010 (2)

(2), 680.813106 (4), 680.81330010 (2),

ITEMS 680.5001, 680.6708, 680.813105



ITEM 680.82250608

AND FOUNDATION


ITEM 206.03, 680.520106


ITEM 680.82250608

POLE AND FOUNDATION

REMOVE PEDESTRIAN

680.99010010 (2)

680.81330010, 680.8141, 680.81500010,

ITEMS 680.813105, 680.813106 (2),



ITEM 680.51020009

ADJUST PULLBOX

ITEM 680.51020009

ADJUST PULLBOX

AD

B

C

CULVERTS

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

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FIL

E

NA

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=

US

ER

=

DA

TE/

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=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

ER

M.

WIE

SZ

CH

OW

SKI

61

GRID

NORTH

NOTE:

MAIN ST/ GARDEN ST/LIBERTY ST

TRAFFIC SIGNAL PLANS


TSP-6

MAIN ST

E

E

T

~

~

T

~

S

SS

S

S

GAR

DE

N ST

LIBE

RT

Y ST

ITEM 680.82254310

FLASHING BEACON

RECTANGULAR RAPID

ITEM 680.82254310

FLASHING BEACON

RECTANGULAR RAPID

CULVERTS

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


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

ER

M.

WIE

SZ

CH

OW

SKI

62

GRID

NORTH

NOTES:

0 15 30 45 60'15

1" = 30'

MAIN ST/ CATHERINE ST/ ACADEMY ST







TSP-7

C

15a

14a

11a

13a

4a

1a

5a

3a

MAIN ST

CAT

HARIN

E ST

ACADE

MY ST

S

E

E

T

E

~

S

S

~~

~~~

T

S

MAIN ST

ITEM 680.99040010

REMOVE TRAFFIC SIGNAL POLE

ITEM 680.99040010

REMOVE TRAFFIC SIGNAL POLE

ITEM 680.77000605 (SEE NOTE 1)

ITEM 680.510501 (TYP)

ITEM 680.99010010 (2)

AND PUSHBUTTON


ITEM 680.82250608

POLE AND FOUNDATION

REMOVE PEDESTRIAN

ITEM 680.99010010 (2)

AND PUSHBUTTON


ITEM 680.82250608

POLE AND FOUNDATION

REMOVE PEDESTRIAN

680.81500010

680.8133001O, 680.8142,

680.813105, 680.813106 (2),

ITEMS 680.5001, 680.6708,



ITEMS 206.03, 680.520106


ITEM 680.5120009

ADJUST PULLBOX

ITEM 680.51020009

ADJUST PULLBOXITEM 680.51020009

ADJUST PULLBOX

X

CULVERTS

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


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

ER

M.

WIE

SZ

CH

OW

SKI

63

GRID

NORTH

NOTE:

MAIN ST/ CRANNELL ST



CRANNELL ST

MAIN &

E

S

S

S

T

T

MAIN ST

E

CR

ANNELL

ST

ITEM 680.82254310

FLASHING BEACON

RECTANGULAR RAPID

ITEM 680.82254310

FLASHING BEACON

RECTANGULAR RAPID

CULVERTS

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


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

ER

M.

WIE

SZ

CH

OW

SKI

64

GRID

NORTH

NOTES:

0 15 30 45 60'15

1" = 30'

MAIN ST/ N. & S. HAMILTON STREET



THE SIDEWALK (NO TRANSFORMER BASE).

680.6708. THE POST IS TO BE POWDER COATED BLACK WITH A CAP AND FLUSH MOUNTED TO

POLE THAT IS 4 FEET IN HEIGHT AND IDENTICAL TO THOSE PROVIDED UNDER ITEM

UNDER ITEM 680.81340010, THE POST PROVIDED IS TO BE A 4" DIAMETER ALUMINUM 2.





TSP-9

HAMILTON ST

MAIN &

C

1a

11a

5a

15a

3a

MAIN ST

N.

HA

MILT

ON ST

S.

HA

MILT

ON ST

S

S

E

T

T

~ ~

~~

T

T

S

E

MAIN ST

C(SEE NOTE 1)

ITEM 680.77000705

ITEMS 206.03, 680.520106


ITEM 680.81340010 (SEE NOTE 2)

INSTALL APS PUSHBUTTON AND POST

ITEM 680.82250608

POLE AND FOUNDATION

REMOVE PEDESTRIAN

(2), 680.99010010 (2)

(4), 680.8141 (2), 680.81500010

ITEMS 680.813105 (2), 680.813106

AND REPLACE PEDESTRIAN SIGNALS

REMOVE EXISTING PUSHBUTTONS

ITEM 680.81340010 (SEE NOTE 2)


680.81500010 (2), 680.99010010 (2)

(4), 680.81330010, 680.8141 (2),

ITEMS 680.813105 (2), 680.813106



ITEM 680.81340010 (SEE NOTE 2)


ITEM 680.82250608

POLE AND FOUNDATION

REMOVE PEDESTRIAN

680.8142, 680.81500010 (2)

(2), 680.813106 (4), 680.81330010 (2),

ITEMS 680.5001, 680.6708, 680.813105

SIGNAL POLE AND PUSHBUTTONS

BI-DIRECTIONAL PEDESTRIAN

680.8142, 680.81500010 (2)

(2), 680.813106 (4), 680.81330010 (2),

ITEMS 680.5001, 680.6708, 680.813105



ITEM 680.51030009


ITEM 680.51030009


CULVERTS

JOB

MA

NA

GE

RDESIG

N S

UPE

RVIS

OR

COUNTY:

PR

OJE

CT

MA

NA

GE

RDESIG

ND

RAFTIN

GC

HE

CK

CHE

CK


FIL

E

NA

ME =

USER =

DATE/TIM

E =

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OWS

KI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OWS

KI

M.

WIE

SZ

CH

OWS

KI

J.

GE

NTZLE

RD.

CREE

NE.

SN

YDE

RM.

WIE

SZ

CH

OWS

KI

65

TSP-10

GRID

NORTH

NOTES:

0 15 30 45 60'15

1" = 30'

MAIN ST/ CLINTON SQ/ S. CLINTON ST



FOR THIS WORK SHALL BE PAID FOR UNDER ITEM 680.77000805.

PEDESTRIAN PHASES PROVIDED BY THE CITY. ALL LABOR AND MATERIALS NECESSARY



C

MAIN ST

CLIN

TON S

QUARE

S.

CLIN

TON ST

MAIN ST

E

E

E

E

E

E

T

S

T

E

ITEM 680.77000805 (SEE NOTE 1)

ITEM 680.510501 (TYP)

ITEMS 206.03, 680.520106


ITEM 680.99010010

ALTER PULLBOX - TYP 3

ITEM 680.82250608

POLE AND FOUNDATION

REMOVE PEDESTRIAN

ITEM 680.82250608

POLE AND FOUNDATION

REMOVE PEDESTRIAN

ITEM 680.82250608

POLE AND FOUNDATION

REMOVE PEDESTRIAN

ITEM 680.82250608

POLE AND FOUNDATION

REMOVE PEDESTRIAN

680.8142, 680.81500010 (2)

(2), 680.813106 (2), 680.81330010 (2),

ITEMS 680.5001, 680.6708, 680.813105



ITEM 680.99010010


REMOVE PEDESTRIAN

680.81500010, 680.99010010

680.81330010, 680.8142,

ITEMS 680.813105, 680.813106 (2),


REMOVE AND REPLACE PEDESTRIAN

680.81500010

680.813106 (2), 680.81330010, 680.8142,

ITEMS 680.5001, 680.6708, 680.813105,

PEDESTRIAN SIGNAL POLE AND PUSHBUTTON (TYP)

ITEM 680.51020009

ADJUST PULLBOX

ITEM 680.51030009


X X

X

CULVERTS

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


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

ER

M.

WIE

SZ

CH

OW

SKI

66

TSP-11TRAFFIC SIGNAL PLANS

GRID

NORTH

NOTES:

0 15 30 45 60'15

1" = 30'

MAIN ST/ N. & S. CHERRY ST






C

MAIN ST

N.

CHE

RR

Y ST

S.

CHERR

Y ST

MAIN ST

E

T

T

E

E

ET

ONE

WAY

ITEM 680.510501 (TYP)

ITEM 680.71

SHIELDED LEAD-IN CABLE

ITEMS 680.54, 680.72

INDUCTANCE LOOP

INSTALL 6'X40'

ITEMS 206.03, 680.520106


680.8142, 680.81500010 (2)

(2), 680.813106 (4), 680.81330010 (2),

ITEMS 680.5001, 680.6708, 680.813105

POLE AND PUSHBUTTON (TYP)


680.520504

ITEM 680.51200001,

JUNCTION BOX

680.81500010

680.813106 (2), 680.81330010, 680.8142,

ITEMS 680.5001, 680.6708, 680.813105,


(SEE NOTE 1)

ITEM 680.77000905

X

X

X

X

X

CULVERTS

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


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

ER

M.

WIE

SZ

CH

OW

SKI

67


GRID

NORTH

NOTES:

MAIN ST/ N. & S. WHITE ST






WHITE ST

MAIN &

C

MAIN ST

N.

WHIT

E ST

S.

WHIT

E ST

MAIN ST

T

T T

E

ITEM 680.510501 (TYP)

680.8142, 680.81500010 (2)

(2), 680.813106 (4), 680.81330010 (2), ITEMS 680.5001, 680.6708, 680.813105 POLE AND PUSHBUTTONS (TYP)


(SEE NOTE 1)

ITEM 680.77001005

ITEMS 206.03, 680.520106


ITEM 680.51020009

ADJUST PULLBOX

X

X

CULVERTS

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


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

ER

M.

WIE

SZ

CH

OW

SKI

68

TSP-13

GRID

NORTH

0 15 30 45 60'15

1" = 30'

NOTES:



FOR UNDER ITEM 680.77001105.

ALL LABOR AND MATERIALS NECESSARY FOR THIS WORK SHALL BE PAID

REPROGRAMMED FOR NEW PEDESTRIAN PHASES PROVIDED BY THE CITY.

PEDESTRIAN SIGNAL EQUIPMENT WIRING AND THE CONTROLLER SHALL BE

THE TRAFFIC SIGNAL CONTROLLER SHALL BE MODIFIED TO ACCEPT NEW 1.

MAIN ST/ CHURCH ST/

FOUNTAIN PL & MAIN ST/ CORLIES AVE

C

MAIN ST

FOUNTAIN PL

MAIN ST

CORLIE

S

AVE

MAIN ST

E

T

S

ONE

WAY

E

S

12'-

0"

ITEM 680.510501 (TYP)

ITEMS 206.03, 680.520106


680.81500010

680.813106 (2), 680.81330010, 680.8142,

ITEMS 680.5001, 680.6708, 680.813105,


680.8142, 680.81500010 (2)

(2), 680.813106 (4), 680.81330010 (2),

ITEMS 680.5001, 680.6708, 680.813105



680.81500010

680.813106 (2), 680.81330010, 680.8142,

ITEMS 680.5001, 680.6708, 680.813105,


680.81500010

680.813106 (2), 680.81330010, 680.8142,

ITEMS 680.5001, 680.6708, 680.813105,


(SEE NOTE 1)

ITEM 680.77001105

ITEM 680.77001105


SPLICE LOOP WIRE TO ITEMS 680.54, 680.72

INDUCTANCE LOOP

INSTALL 6'x40'

680.8141, 680.81500010

680.813106 (2), 680.81330010,

ITEMS 680.813105,

AND PUSHBUTTON

PEDESTRIAN SIGNAL

ITEM 680.51030009


X

X

X

X

X

X

CULVERTS

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


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

ER

M.

WIE

SZ

CH

OW

SKI

69

TSP-14

GRID

NORTH

0 15 30 45 60'15

1" = 30'

NOTES:

MAIN ST/ INNIS AVE/ WORRALL AVE







C

MAIN ST

INNIS

AVE

WORR

ALL

AVE

MAIN ST

E

T

ITEM 680.510501 (TYP)

680.8142, 680.81500010 (2)

(2), 680.813106 (4), 680.81330010 (2),

ITEMS 680.5001, 680.6708, 680.813105



ITEMS 206.03, 680.520106


(SEE NOTE 1)

ITEM 680.77001205

680.81500010

680.813106 (2), 680.81330010, 680.8142,

ITEMS 680.5001, 680.6708, 680.813105,


680.81500010

680.813106 (2), 680.81330010, 680.8142,

ITEMS 680.5001, 680.6708, 680.813105,


ITEMS 680.54, 680.72

INDUCTANCE LOOP

INSTALL 6'x40'

ITEMS 680.54, 680.72

INDUCTANCE LOOP

INSTALL 6'x40'

ITEM 680.51020009

ADJUST PULLBOX

ITEM 680.77001205


SPLICE LOOP WIRE TO

ITEM 680.77001205


SPLICE LOOP WIRE TO

680.520504

ITEMS 680.51200001,

INSTALL JUNCTION BOX

ITEMS 680.54. 680.72

INSTALL CONDUIT

ITEMS 680.54, 680.72

INDUCTANCE LOOP

INSTALL (2) 6'x20'

X

CULVERTS

JOB

MA

NA

GE

RDESIG

N S

UPE

RVIS

OR

COUNTY:

PR

OJE

CT

MA

NA

GE

RDESIG

ND

RAFTIN

GC

HE

CK

CHE

CK


FIL

E

NA

ME =

USER =

DATE/TIM

E =

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OWS

KI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OWS

KI

M.

WIE

SZ

CH

OWS

KI

J.

GE

NTZLE

RD.

CREE

NE.

SN

YDE

RM.

WIE

SZ

CH

OWS

KI

70

TSP-15

GRID

NORTH

NOTES:

0 15 30 45 60'15

1" = 30'

MARKET ST/ CANNON ST



ALLOW A CABLE PATH RUN INTO THE EXISTING CONTROLLER.

ITEM NUMBER, NEW CONDUIT SHALL BE CONNECTED TO THE EXISTING SIGNAL POLE TO

THIS WORK SHALL BE PAID FOR UNDER ITEM 680.77001305. ADDITIONALLY UNDER THIS




C

MAR

KET ST

CANNON ST

MAR

KET ST

E

E

T

ONE

WAY

ONE

WAY

E

E E

EE

680.8142, 680.81500010 (2)

(2), 680.813106 (4), 680.81330010 (2),

ITEMS 680.5001, 680.6708, 680.813105



680.8142, 680.81500010 (2)

(2), 680.813106 (4), 680.81330010 (2),

ITEMS 680.5001, 680.6708, 680.813105



ITEM 680.510501 (TYP)

680.81500010

680.81330010, 680.8142,

680.813105, 680.813106 (2),

ITEMS 680.5001, 680.6708,

AND PUSHBUTTON


680.81500010

680.81330010, 680.8142,

680.813105, 680.813106 (2),

ITEMS 680.5001, 680.6708,

AND PUSHBUTTON


ITEMS 206.03, 680.520106


(SEE NOTE 1)

ITEM 680.77001305

X

X

CULVERTS

JOB

MA

NA

GE

RDESIG

N S

UPE

RVIS

OR

COUNTY:

PR

OJE

CT

MA

NA

GE

RDESIG

ND

RAFTIN

GC

HE

CK

CHE

CK


FIL

E

NA

ME =

USER =

DATE/TIM

E =

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OWS

KI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OWS

KI

M.

WIE

SZ

CH

OWS

KI

J.

GE

NTZLE

RD.

CREE

NE.

SN

YDE

RM.

WIE

SZ

CH

OWS

KI

71

TSP-16

GRID

NORTH

0 15 30 45 60'15

1" = 30'

MARKET ST/ COUNTY OFFICE BLDG


NOTES:


MAR

KET ST

DRIVEWAY

COUNTY OFFICE

MAR

KET ST

E

T

E

ONE

WAY

ONE

WAY

E

E

S

ITEM 680.82252310

FLASHING BEACON

RECTANGULAR RAPID

ITEM 680.82252310

FLASHING BEACON

RECTANGULAR RAPID

CULVERTS

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


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

J.

GE

NT

ZL

ER

D.

CR

EE

NE.

SN

YD

ER

M.

WIE

SZ

CH

OW

SKI

72

TSP-17

GRID

NORTH

0 15 30 45 60'15

1" = 30'


NOTES:


POUGHKEEPSIE GRAND HOTEL

CIVIC CENTER PLAZA/

HOTEL

GRAND PLAZA

CIVIC

CE

NTE

R PLA

ZA

CIVIC

CE

NTE

R PLA

ZA

T

ONE

WAY

ONE

WAY

T

ITEM 680.82252310

FLASHING BEACON

RECTANGULAR RAPID

ITEM 680.82252310

FLASHING BEACON

RECTANGULAR RAPID

CULVERTS

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


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.





AS-BUILT REVISIONS

...\


gn

10/7/2019

jgentzler

BRIDGES

M.

WIE

SZ

CH

OW

SKI


DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

WIE

SZ

CH

OW

SKI

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SZ

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OW

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73

TSP-18

GRID

NORTH

0 15 30 45 60'15

1" = 30'

NOTES:

MANSION ST/ WASHINGTON ST/ COLUMBUS DR


SEE DWG. GNP-23 FOR RAMP AND SIDEWALK IMPROVEMENTS3.

THE SIDEWALK (NO TRANSFORMER BASE).

680.6708. THE POST IS TO BE POWDER COATED BLACK WITH A CAP AND FLUSH MOUNTED TO

POLE THAT IS 4 FEET IN HEIGHT AND IDENTICAL TO THOSE PROVIDED UNDER ITEM

UNDER ITEM 680.81340010, THE POST PROVIDED IS TO BE A 4" DIAMETER ALUMINUM 2.


ITEM NUMBER, NEW CONDUITS SHALL BE CONNECTED TO THE EXISTING SIGNAL POLES TO

THIS WORK SHALL BE PAID FOR UNDER ITEM 680.77001405. ADDITIONALLY, UNDER THIS




WASHINGTON/COLUMBUS

MANSION ST &

C

MANSION ST

COLU

MB

US

DR

WASHIN

GT

ON ST

MANSION ST

S

T

(SEE NOTE 1)

ITEM 680.77001405

680.8142, 680.81500010 (2)

680.813106 (4), 680.81330010 (2),

ITEMS 680.5001, 680.6708, 680.813105 (2),



ITEMS 206.03, 680.520106


(TYP)

ITEM 680.510501

(SEE NOTE 2)

ITEM 680.81340010

ITEM 680.81330010

680.81500010

680.813106 (2), 680.81330010, 680.8142,

ITEMS 680.5001, 680.6708, 680.813105,


680.81500010

680.813106 (2), 680.81330010, 680.8142,

ITEMS 680.5001, 680.6708, 680.813105,


680.81500010

680.813106 (2), 680.81330010, 680.8142,

ITEMS 680.5001, 680.6708, 680.813105,


X

X

X

X

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AS-BUILT REVISIONS

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DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

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76


GRID

NORTH

0 15 30 45 60'15

1" = 30'

MANSION ST/ GARDEN ST

NOTES:

2. SEE DWG. GNP-26 FOR RAMP AND SIDEWALK IMPROVEMENTS.

NECESSARY FOR THIS WORK SHALL BE PAID FOR UNDER ITEM 680.79000001.

TO CONTROLLER CABINET, SIGNAL HEAD, SPAN WIRE, ETC. ALL LABOR AND MATERIALS

1. ALL EXISTING SIGNAL EQUIPMENT SHALL BE REMOVED, INCLUDING BUT NOT LIMITED

GARDEN ST

MANSION ST &

MANSION ST

GAR

DE

N ST

MANSION ST

GAR

DE

N ST

ONE

WAY

C

680.8142, 680.81500010 (2)

(2), 680.813106 (4), 680.81330010 (2),

ITEMS 680.5001, 680.6708, 680.813105

POLE AND PUSHBUTTON (TYP)


ITEMS 206.03, 680.520106


ITEM 680.510501 (TYP)

680.81240008 (2), 680.58010009 (4)

680.810105 (8), 680.810601 (24), 680.81230008 (4),

680.94997008, 680.810101 (8), 680.810103 (8),

680.8141 (2), 680.81500010 (2), 680.90920008,

680.813105 (2), 680.813106 (4), 680.81330010 (2),

ITEMS 680.5001, 680.62185510, 680.80370501,

CABINET AND POWER METER

MAST ARM POLE WITH CONTROLLER

(SEE NOTE 1)

ITEM 680.79000001

SIGNAL EQUIPMENT

REMOVE EXISTING

C

M

M

M

M

X

X

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ON:

AFFIX SEAL:


PIN 8762.03

M.

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77


GRID

NORTH

NOTES:

0 15 30 45 60'15

1" = 30'

MANSION ST/ CONKLIN ST



ITEM NUMBER, NEW CONDUIT SHALL BE CONNECTED TO THE EXISTING SIGNAL POLE TO

THIS WORK SHALL BE PAID FOR UNDER ITEM 680.77001505. ADDITIONALLY, UNDER THIS




C

MANSION ST

CONKLIN ST

MANSION ST

S

ONE

WAY

S

ITEM 680.510501 (TYP)

680.81500010

680.813106 (2), 680.81330010, 680.8142,

ITEMS 680.5001, 680.6708, 680.813105,


(SEE NOTE 1)

ITEM 680.77001505

ITEMS 206.03, 680.520106


680.8142, 680.81500010 (2)

(2), 680.813106 (4), 680.81330010 (2),

ITEMS 680.5001, 680.6708, 680.813105



680.81500010

680.813106 (2), 680.81330010, 680.8142,

ITEMS 680.5001, 680.6708, 680.813105,


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X

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DUTCHESS



ON:

AFFIX SEAL:


PIN 8762.03

M.

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OW

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81

TSP-21

GRID

NORTH

0 15 30 45 60'15

1" = 30'

NOTES:

MANSION ST/ SMITH ST







C

MANSION ST

SMIT

H ST

SMIT

H ST

T

T

MANSION ST

680.8142, 680.81500010 (2)

(2), 680.813106 (4), 680.81330010 (2),

ITEMS 680.5001, 680.6708, 680.813105



680.81500010 (2)

680.813106 (4), 680.81330010 (2), 680.8142,

ITEMS 680.5001, 680.6708, 680.813105 (2),



ITEM 680.99010010

AND PUSHBUTTON


ITEMS 206.03, 680.520106


ITEM 680.82250608

POLE AND FOUNDATION

REMOVE PEDESTRIAN

ITEM 680.82250608

POLE AND FOUNDATION

REMOVE PEDESTRIAN

ITEM 680.82250608

POLE AND FOUNDATION

REMOVE PEDESTRIAN

(SEE NOTE 1)

ITEM 680.77001605

(2), 680.81330010, 680.8142, 680.81500010

680.813105, 680.813106 ITEMS 680.5001, 680.6708,



680.81500010, 680.99010010

680.81330010, 680.8141,

ITEMS 680.813105, 680.813106 (2),


REMOVE AND REPLACE PEDESTRIAN

ITEM 680.51020009

ADJUST PULLBOX

ITEM 680.51020009

ADJUST PULLBOX

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AS-BUILT REVISIONS

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jgentzler

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ON:

AFFIX SEAL:


PIN 8762.03

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Documents

DRAFT DESIGN REPORT SUBMISSION PLANS...2019/10/07 · BI-MODAL,HAND/MAN SYMBOLS LED PEDESTRIAN SIGNAL MODULE - 12 INCH ITEM 680.81500010 (SEE NOTE 3) PEDESTRIAN COUNT-DOWN TIMER MODULE