100% submittal project end sta. 30+86.35 n 2875084.6373 …

LENGTH OF PROJECT = 2986.35 FEET = 0.566 MILES

PROJECT BEGIN

STA. 1+00.00

N 2872695.5815

E 342010.8196

PROJECT END

STA. 112+38.48

N 2872900.6623

E 340841.2377

IN THE TOWN OF

HAMPDEN COUNTY

AMOSTOWN ROAD / PEASE AVENUE

WEST SPRINGFIELD

PLAN AND PROFILE OF

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DESIGN DESIGNATION (AMOSTOWN ROAD / PEASE AVENUE)

DESIGN SPEED 35 MPH

FUNCTIONAL CLASSIFICATION URBAN MINOR ARTERIAL

INDEX

SHEET NO. DESCRIPTION

1 TITLE SHEET & INDEX

2-3 LEGEND & ABBREVIATIONS

4 KEY PLAN

5 TYPICAL SECTIONS

6-12 CONSTRUCTION PLANS

13-14 PROFILES

15-20 ALIGNMENT & GRADING

22-28 TRAFFIC PLANS

29 TRAFFIC SIGN SUMMARY

30-33 TEMPORARY TRAFFIC CONTROL PLAN

34-40 UTILITY PLANS

41-46 CONSTRUCTION DETAILS

47 CROSS SECTIONS

100% SUBMITTAL

500

SCALE: 1" = 500'

0 1,000 1,500 2,000

N

DATE

DESCRIPTION

REV #

CHECKED BY

DRAWN BY

DESIGNED BY

ENGINEER

SHEET OF

13603.00

13603.00_HD(COV).dwg

VHB CAD FILE NAMEDFTG CHECKED BY

DATE

APPROVED BY

1

JOB NO.

DATE

47

CML

CML

CAC

XXX

CAC

MARCH 2020

Vanasse Hangen Brustlin, Inc.

120 Front Street, Suite 500

Worcester, MA 01608

508.752.1001 FAX 508.752.1276

MARCH 2020

TRANSPORTATION IMPROVEMENT PROJECT

WEST SPRINGFIELD

AMOSTOWN ROAD

TITLE SHEET & INDEX

SHEET 1 OF 47

PROJECT END

STA. 30+86.35

N 2875084.6373

E 342696.3772

THESE PLANS ARE SUPPLEMENTED BY THE OCTOBER 2017 CONSTRUCTION STANDARD DETAILS,

THE 2015 OVERHEAD SIGNAL STRUCTURE AND FOUNDATION STANDARD DRAWINGS, MASSDOT

TRAFFIC MANAGEMENT PLANS AND DETAIL DRAWINGS, THE 1990 STANDARD DRAWINGS FOR SIGNS

AND SUPPORTS, THE 1968 STANDARD DRAWINGS FOR TRAFFIC SIGNALS AND HIGHWAY LIGHTING,

AND THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK.

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GENERAL SYMBOLS

EXISTING PROPOSED DESCRIPTION

JERSEY BARRIER

CATCH BASIN

CATCH BASIN CURB INLET

FLAG POLE

GAS PUMP

MAIL BOX

POST SQUARE

POST CIRCULAR

WELL

ELECTRIC HANDHOLE

FENCE GATE POST

GAS GATE

BORING HOLE

MONITORING WELL

TEST PIT

HYDRANT

LIGHT POLE

COUNTY BOUND

GPS POINT

CABLE MANHOLE

DRAINAGE MANHOLE

ELECTRIC MANHOLE

GAS MANHOLE

MISC MANHOLE

SEWER MANHOLE

TELEPHONE MANHOLE

WATER MANHOLE

MASSACHUSETTS HIGHWAY BOUND

MONUMENT

STONE BOUND

TOWN OR CITY BOUND

TRAVERSE OR TRIANGULATION STATION

TROLLEY POLE OR GUY POLE

TRANSMISSION POLE

UTILITY POLE W/ FIREBOX

UTILITY POLE WITH DOUBLE LIGHT

UTILITY POLE W / 1 LIGHT

UTILITY POLE

BUSH

TREE

STUMP

SWAMP / MARSH

WATER GATE

PARKING METER

OVERHEAD CABLE/WIRE

CURBING

CONTOURS (ON-THE-GROUND SURVEY DATA)

CONTOURS (PHOTOGRAMMETRIC DATA)

UNDERGROUND DRAIN PIPE (DOUBLE LINE 24 INCH AND OVER)

UNDERGROUND ELECTRIC DUCT (DOUBLE LINE 24 INCH AND OVER)

UNDERGROUND GAS MAIN (DOUBLE LINE 24 INCH AND OVER)

UNDERGROUND SEWER MAIN (DOUBLE LINE 24 INCH AND OVER)

UNDERGROUND TELEPHONE DUCT (DOUBLE LINE 24 INCH AND OVER)

UNDERGROUND WATER MAIN (DOUBLE LINE 24 INCH AND OVER)

BALANCED STONE WALL

GUARD RAIL - STEEL POSTS

GUARD RAIL - WOOD POSTS

GUARD RAIL - DOUBLE FACE - STEEL POSTS

GUARD RAIL - DOUBLE FACE - WOOD POSTS

CHAIN LINK OR METAL FENCE

WOOD FENCE

EROSION CONTROL BARRIER

TREE LINE

SAWCUT LINE

TOP OR BOTTOM OF SLOPE

LIMIT OF EDGE OF PAVEMENT OR COLD PLANE AND OVERLAY

BANK OF RIVER OR STREAM

BORDER OF WETLAND

100 FT WETLAND BUFFER

200 FT RIVERFRONT BUFFER

STATE HIGHWAY LAYOUT

TOWN OR CITY LAYOUT

COUNTY LAYOUT

RAILROAD SIDELINE

TOWN OR CITY BOUNDARY LINE

PROPERTY LINE OR APPROXIMATE PROPERTY LINE

EASEMENT

JB

CB

FP

GP

MB

WELL

EHH

GG

BHL #

MW #

TP #

MHB

TPL or GUY

UFB

UPDL

ULT

UPL

WG

PM

TRAFFIC SYMBOLS


Ø1 Ø1 CONTROLLER PHASE

WIRE LOOP DETECTOR (6' x 6' TYP UNLESS OTHERWISE SPECIFIED)

QUADRUPOLE WIRE LOOP DETECTOR

BICYCLE WIRE LOOP DETECTOR, TYPE B-2

VIDEO DETECTION CAMERA

PEDESTRIAN PUSH BUTTON, SIGN AND SADDLE

EMERGENCY PREEMPTION CONFIRMATION STROBE LIGHT

VEHICULAR SIGNAL HEAD, WITH/WITHOUT BACKPLATE

VEHICULAR SIGNAL HEAD, OPTICALLY PROGRAMMED, WITH/WITHOUT BACKPLATE

FLASHING BEACON, WITH/WITHOUT BACKPLATE

PEDESTRIAN SIGNAL HEAD, (TYPE AS NOTED OR AS SPECIFIED)

SIGNAL POST AND BASE

MAST ARM, SHAFT AND BASE

SIGN AND POST

SIGN AND POST (2 POSTS)

OVERHEAD SIGN

OPTICAL PRE-EMPTION DETECTOR

CONTROL CABINET, GROUND MOUNTED

PULL BOX 12"x12" (OR AS NOTED)

ELECTRIC HANDHOLE - SD2.022 (OR AS NOTED)

TRAFFIC SIGNAL CONDUIT

DYCL

BWL

SWEL

CW

SL

LDWLEx

DYL

BYL

DWL

SYEL

PAVEMENT MARKINGS SYMBOLS


PAVEMENT ARROW - WHITE

LEGEND "ONLY" - WHITE

STOP LINE

CROSSWALK

SOLID WHITE EDGE LINE

SOLID WHITE LANE LINE

SOLID YELLOW EDGE LINE

BROKEN WHITE LINE, 10' LINE W/30' SPACING

BROKEN YELLOW LINE, 10' LINE W/30' SPACING

DOTTED WHITE LINE, 2' LINE W/6' SPACING

DOTTED YELLOW LINE, 2' LINE W/6' SPACING

LONG DASHED WHITE LINE EXTENSION, 3' LINE W/9' SPACING

DOUBLE YELLOW CENTER LINE

SOLID WHITE CHANNELIZATION LINE

SOLID YELLOW CHANNELIZATION LINE

SWLL

SYCHL

SWCHL

WEST SPRINGFIELD

AMOSTOWN ROAD

LEGEND & ABBREVIATIONS

SHEET 2 OF 47

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ABBREVIATIONS

GENERAL

AADT ANNUAL AVERAGE DAILY TRAFFIC

ABAN ABANDON

ADJ ADJUST

APPROX. APPROXIMATE

A.C. ASPHALT CONCRETE

ACCM PIPE ASPHALT COATED CORRUGATED METAL PIPE

BIT. BITUMINOUS

BC BOTTOM OF CURB

BD. BOUND

BL BASELINE

BLDG BUILDING

BM BENCHMARK

BO BY OTHERS

BOS BOTTOM OF SLOPE

BR. BRIDGE

CB CATCH BASIN

CBCI CATCH BASIN WITH CURB INLET

CC CEMENT CONCRETE

CCM CEMENT CONCRETE MASONRY

CEM CEMENT

CI CURB INLET

CIP CAST IRON PIPE

CLF CHAIN LINK FENCE

CL CENTERLINE

CMP CORRUGATED METAL PIPE

CSP CORRUGATED STEEL PIPE

CO. COUNTY

CONC CONCRETE

CONT CONTINUOUS

CONST CONSTRUCTION

CR GR CROWN GRADE

DHV DESIGN HOURLY VOLUME

DI DROP INLET

DIA DIAMETER

DIP DUCTILE IRON PIPE

DW STEADY DON'T WALK - PORTLAND ORANGE

DWY DRIVEWAY

ELEV (or EL.)

ELEVATION

EMB EMBANKMENT

EOP EDGE OF PAVEMENT

EXIST (or EX)

EXISTING

EXC EXCAVATION

F&C FRAME AND COVER

F&G FRAME AND GRATE

FDN. FOUNDATION

FLDSTN FIELDSTONE

GAR GARAGE

GD GROUND

GG GAS GATE

GI GUTTER INLET

GIP GALVANIZED IRON PIPE

GRAN GRANITE

GRAV GRAVEL

GRD GUARD

HDW HEADWALL

HMA HOT MIX ASPHALT

HOR HORIZONTAL

HYD HYDRANT

INV INVERT

JCT JUNCTION

L LENGTH OF CURVE

LB LEACH BASIN

LP LIGHT POLE

LT LEFT

MAX MAXIMUM

MB MAILBOX

MH MANHOLE

MHB MASSACHUSETTS HIGHWAY BOUND

MIN MINIMUM

NIC NOT IN CONTRACT

NO. NUMBER

PC POINT OF CURVATURE

PCC POINT OF COMPOUND CURVATURE

P.G.L. PROFILE GRADE LINE

PI POINT OF INTERSECTION

POC POINT ON CURVE

POT POINT ON TANGENT

PRC POINT OF REVERSE CURVATURE

PROJ PROJECT

PROP PROPOSED

PSB PLANTABLE SOIL BORROW

PT POINT OF TANGENCY

PVC POINT OF VERTICAL CURVATURE

PVI POINT OF VERTICAL INTERSECTION

PVT POINT OF VERTICAL TANGENCY

PVMT PAVEMENT

PWW PAVED WATER WAY

ABBREVIATIONS (cont.)

GENERAL

R RADIUS OF CURVATURE

R&D REMOVE AND DISPOSE

RCP REINFORCED CONCRETE PIPE

RD ROAD

RDWY ROADWAY

REM REMOVE

RET RETAIN

RET WALL RETAINING WALL

ROW RIGHT OF WAY

RR RAILROAD

R&R REMOVE AND RESET

R&S REMOVE AND STACK

RT RIGHT

SB STONE BOUND

SHLD SHOULDER

SMH SEWER MANHOLE

ST STREET

STA STATION

SSD STOPPING SIGHT DISTANCE

SHLO STATE HIGHWAY LAYOUT LINE

SW SIDEWALK

T TANGENT DISTANCE OF CURVE/TRUCK %

TAN TANGENT

TEMP TEMPORARY

TC TOP OF CURB

TOS TOP OF SLOPE

TYP TYPICAL

UP UTILITY POLE

VAR VARIES

VERT VERTICAL

VC VERTICAL CURVE

WCR WHEEL CHAIR RAMP

WG WATER GATE

WIP WROUGHT IRON PIPE

WM WATER METER/WATER MAIN

X-SECT CROSS SECTION

TRAFFIC SIGNAL

CAB. CABINET

CCVE CLOSED CIRCUIT VIDEO EQUIPMENT

DW STEADY DON'T WALK

FDW FLASHING DON'T WALK

FR FLASHING CIRCULAR RED

FR FLASHING RED LEFT ARROW

FR FLASHING RED RIGHT ARROW

FY FLASHING CIRCULAR YELLOW

FY FLASHING YELLOW LEFT ARROW

FY FLASHING YELLOW RIGHT ARROW

G STEADY CIRCULAR GREEN

G STEADY GREEN LEFT ARROW

G STEADY GREEN RIGHT ARROW

GSL STEADY GREEN SLASH LEFT ARROW

GSR STEADY GREEN SLASH RIGHT ARROW

G STEADY GREEN VERTICAL ARROW

OL OVERLAP

PED PEDESTRIAN

PTZPAN, TILT, ZOOM

R STEADY CIRCULAR RED

R STEADY RED LEFT ARROW

R STEADY RED RIGHT ARROW

TR SIG TRAFFIC SIGNAL

TSC TRAFFIC SIGNAL CONDUIT

W STEADY WALK

Y STEADY CIRCULAR YELLOW

Y STEADY YELLOW LEFT ARROW

Y STEADY YELLOW RIGHT ARROW

GENERAL NOTES:

1. EXISTING CONDITIONS AND TOPOGRAPHICAL INFORMATION FROM AN ACTUAL FIELD

SURVEY CONDUCTED BY VANASSE HANGEN BRUSTLIN, INC. IN AUGUST-SEPTEMBER,

2018, AND OCTOBER-NOVEMBER, 2019.

2. THE HORIZONTAL CONTROL IS BASED ON THE MASSACHUSETTS MAINLAND STATE PLANE

COORDINATE SYSTEM AND THE NATIONAL GEODETIC SURVEY (NAD83). ALL ELEVATION

IS US FEET, REFERENCED TO THE NORTH AMERICA VERTICAL DATUM OF 1988 (NAVD88).

3. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND GRADES IN THE FIELD

BEFORE COMMENCING WORK AND PROMPTLY NOTIFY THE ENGINEER OF ANY

DISCREPANCIES.

4. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN

APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE

OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT

LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND SHALL BE

FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE

CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL

UNDERGROUND UTILITIES.

5. DRAINAGE ELEVATIONS ARE PROVIDED FOR DESIGN PURPOSES ONLY. THE

CONTRACTOR SHALL VERIFY BY TEST PIT, THE LOCATIONS OF EXISTING UTILITIES WHICH

MAY CONFLICT WITH THE PROPOSED DRAINAGE DESIGN. ANY FIELD ADJUSTMENTS

REQUIRED WILL BE MADE AS APPROVED OR DIRECTED BY THE ENGINEER. ONLY AFTER

THE CONTRACTOR VERIFIES ELEVATIONS FOR THE CONSTRUCTABILITY OF THE

DRAINAGE SYSTEM SHALL ANY STRUCTURES BE ORDERED. ANY FIELD ADJUSTMENTS

TO LINE & GRADE UP TO A DEPTH OF 5’ SHALL BE INCLUDED IN THE COST OF THE

PIPE. PIPE EXCAVATION GREATER THAN 5’ WILL BE PAID UNDER CLASS B TRENCH

EXCAVATION.

6. THE CONTRACTOR SHALL VERIFY BY TEST PIT, THE LOCATIONS OF EXISTING UTILITIES

WHICH MAY CONFLICT WITH PROPOSED CONDUIT AND SIGNAL EQUIPMENT. ANY FIELD

ADJUSTMENTS REQUIRED WILL BE MADE AS APPROVED OR DIRECTED BY THE ENGINEER.

7. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE

LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED

WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED TO THE

ENGINEER FOR RESOLUTION OF THE CONFLICT.

8. THE CONTRACTOR SHALL ALTER THE MASONRY OF THE TOP SECTION OF ALL EXISTING

DRAINAGE AND SEWER STRUCTURES AS NECESSARY FOR CHANGES IN GRADE, AND

RESET ALL WATER AND DRAINAGE FRAMES, GRATES AND BOXES TO THE PROPOSED

FINISH SURFACE GRADE. REQUIRED NEW MASONRY SHALL BE CLAY BRICK.

9. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE ALTERATION AND

ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE AND ANY OTHER PRIVATE UTILITIES BY

THE UTILITY COMPANIES.

10. EXISTING UTILITY POLES WILL BE RELOCATED BY OTHERS IF REQUIRED.

11. TREES AND SHRUBS WITHIN THE LIMITS OF GRADING SHALL BE REMOVED ONLY UPON

APPROVAL OF THE ENGINEER.

12. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S

OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION

AT NO EXPENSE TO THE OWNER.

13. THE TERM "PROPOSED" (PROP) MEANS WORK TO BE CONSTRUCTED USING NEW

MATERIALS OR, WHERE APPLICABLE, RE-USING EXISTING MATERIALS IDENTIFIED AS

"REMOVE AND RESET" (R&R).

14. JOINTS BETWEEN NEW ASPHALT CONCRETE ROADWAY PAVEMENT AND SAWCUT

EXISTING PAVEMENT SHALL BE SEALED WITH HMA JOINT SEALER AND BACKSANDED.

15. AFTER MILLING OPERATIONS AND PRIOR TO PAVING THE SUPERPAVE INTERMEDIATE OR

SURFACES COURSES THE ENGINEER SHALL EVALUATE THE MILLED SURFACE AND SHALL

APPLY THE APPROPRIATE REPAIR METHOD IF REQUIRED.

16. EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE RETAINED UNLESS INDICATED

OTHERWISE ON THE DRAWINGS.

17. IF SUITABLE, EXISTING GRANITE CURB & EDGING SHALL BE RE-USED IN THE PROPOSED

WORK, EXCEPT CURVED STONES OF A DIFFERENT RADIUS THAN PROPOSED CURB.

18. ALL PROPOSED HOT MIX ASPHALT CURB SHALL BE MASSDOT TYPE 3.

19. EXISTING STATE, COUNTY, CITY, AND TOWN LOCATION LINES AND PRIVATE PROPERTY

LINES HAVE BEEN ESTABLISHED FROM AVAILABLE INFORMATION AND THEIR EXACT

LOCATIONS ARE NOT GUARANTEED.

20. PROPOSED BOUNDS SHALL BE PLACED BY A LICENSED PROFESSIONAL SURVEYOR. THE

CONTRACTOR SHALL EXERCISE DUE CARE WHEN WORKING AROUND ALL PROPERTY

BOUNDS WHICH ARE TO REMAIN. SHOULD ANY DAMAGE TO A BOUND RESULT FROM THE

ACTIONS OF THE CONTRACTOR, THE CONTRACTOR SHALL HAVE THE BOUND REPLACED

AND/OR REALIGNED BY A LICENSED PROFESSIONAL SURVEYOR AS DIRECTED BY THE

ENGINEER AT NO ADDITIONAL COST.

21. DISPOSAL OF ALL SURPLUS MATERIAL SHALL BE AS APPROVED BY THE ENGINEER AND

OWNER.

22. LATERAL DRAIN PIPES SHALL BE INSTALLED WITH A PITCH OF 0.01 FOOT PER FOOT

(MINIMUM) UNLESS NOTED OTHERWISE ON THE PLANS.

WEST SPRINGFIELD

AMOSTOWN ROAD

LEGEND & ABBREVIATIONS

SHEET 3 OF 47

E

X

IS

T

IN

G

T

O

W

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A

Y

O

U

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PEASE AVENUE

A

M

O

S

T

O

W

N

R

O

A

D

A

M

O

S

T

O

W

N

R

O

A

D

M

O

R

G

A

N

R

O

A

D

D

E

W

E

Y

S

T

R

E

E

T

T

R

O

T

T

E

R

S

W

A

L

K

P

H

E

A

S

A

N

T

SC

R

O

S

S

IN

G

GO

LD

EN

VIE

W

DR

IV

E

C

O

U

N

T

R

Y

V

IE

W

S

T

R

E

E

T

9

10

8

7

6

LEGEND

CONSTRUCTION PLANS

ALIGNMENT & GRADING PLANS

TRAFFIC PLANS

UTILITY PLANS

XX

XX

XX

XX

19 26 38

18 25 37

17 24 36

16 23 35

15 22 34

1

5

1

0

1

5

20

25

30

3

0

1

+

0

0

3

0

+

5

8

.2

7

1

0

0

+

0

0

COUNTRY VIEW STREET

D

E

W

E

Y

S

T

R

E

E

T

12

11

A

M

O

S

T

O

W

N

R

O

A

D

20 27 39

21 28 40

1

5

1+

00

1

1

2

1

0

5

110

100+

00

112+54.99

CO

NT

IN

UE

D O

N

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SCALE: 1" = 100'

0 200 300 400

CO

NT

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D O

N

RIG

HT

WEST SPRINGFIELD

AMOSTOWN ROAD

KEY PLAN

SHEET 4 OF 47


STA 2+12± TO STA 15+16±

STA 21+60± TO STA 30+75±

NTS

*TOLERANCE FOR CONSTRUCTION ±0.5%

1

SHOULDER WIDTH VARIES 1.5' TO 3'.

12.0' TRAVEL LANE12.0' TRAVEL LANE

CONST B

L

E

X

IS

T

G

R

O

U

N

D

EXIST GROUND

EXISTEXIST

CROWN LINE & PGL

EXISTING LAYOUT (VARIES 60'±)

1.5'

SHLDR

1

1.5'

SHLDR

1

MEET EXIST

4" LOAM AND SEED

SLOPE VARIES (3:1 TYP)

1.5%*

PROP GRAN CURB

6" REVEAL

5.5' CEM

CONC

SIDEWALK

3.0' MIN

GRASS

STRIP

2

1.5%*

5.0'

CEM CONC

SIDEWALK


STA 15+16± TO STA 21+60±

NTS


12.0' TRAVEL LANE12.0' TRAVEL LANE

CONST B

L

E

X

IS

T

G

R

O

U

N

D

E

X

I

S

T

G

R

O

U

N

D

VARIES

VARIES

EXISTING LAYOUT (VARIES 60'±)

1.0'

SHLDR

1.0'

SHLDR

4" LOAM AND SEED


1.5%*

PROP GRAN CURB

6" REVEAL

MEET EXIST

4" LOAM AND SEED


5.5' CEM

CONC

SIDEWALK

PGL

5.0'

PROP WIDENING

(FULL DEPTH)

EXIST

GUARDRAIL

STA 18+54± TO

STA 19+66±

SIDEWALK WITH GRASS STRIP

STA 1+90± TO 3+65±

STA 5+67± TO 12+20±

STA 27+05± TO 30+75±

2

GRASS STRIP VARIES 3.0'± TO 6.0'±; REFER TO PLANS

2.0%2.0%

PROP FULL DEPTH

PAVEMENT

RECLAMATION

4" LOAM AND SEED


EXISTING CONC.

SIDEWALK

HMA CURB TYPE-2

STD. E 106.2.0

11.0' TRAVEL LANE11.0' TRAVEL LANE1.0'

SHLDR

1

1.0'

SHLDR

1

4" LOAM AND SEED


PGL PROP. CROWN LINE

CONST B

L

COUNTRY VIEW STREET

STA 100+50± TO STA 111+75±

NTS


1

SHOULDER WIDTH VARIES (1' MIN).

VARIES

LEVEL

E

X

I

S

T

G

R

O

U

N

D

EX

IST

GR

OU

ND

1.0%

MEET EXIST

1.0'

PAVEMENT NOTES

PROPOSED FULL DEPTH PAVEMENT WIDENING

SURFACE: 1

1

2

" SUPERPAVE SURFACE COURSE - (SSC-9.5) OVER

INTERMEDIATE: 2" SUPERPAVE INTERMEDIATE COURSE - (SIC-19.0) OVER

SUBBASE: 12" GRAVEL BORROW (TYPE B)

TACK COAT

FOR FULL DEPTH CONSTRUCTION APPLY 0.07 GALLON ASPHALT EMULSION PER SQUARE YARD

FOR TACK COAT OVER BASE COURSE AND INTERMEDIATE COURSE PRIOR TO PLACEMENT OF

SURFACE COURSE.

PROPOSED FULL DEPTH PAVEMENT RECLAMATION

SURFACE: 1

1

2

" SUPERPAVE SURFACE COURSE - (SSC-9.5) OVER

INTERMEDIATE: 2" SUPERPAVE INTERMEDIATE COURSE - (SIC-19.0) OVER

SUBBASE: 12" RECLAIMED PAVEMENT

TACK COAT

FOR FULL DEPTH CONSTRUCTION APPLY 0.07 GALLON ASPHALT EMULSION PER SQUARE YARD

FOR TACK COAT OVER BASE COURSE AND INTERMEDIATE COURSE PRIOR TO PLACEMENT OF

SURFACE COURSE.

PROPOSED CEMENT CONCRETE WHEELCHAIR RAMP / SIDEWALK

SURFACE: 4" CEMENT CONCRETE

AIR ENTRAINED (4000 PSI,

3

4

", 610 LB)


PROPOSED CEMENT CONCRETE DRIVEWAY/SIDEWALK AT DRIVE

SURFACE: 6" CEMENT CONCRETE

AIR ENTRAINED (4000 PSI,

3

4

", 610 LB)


NOTES:

1. ALL HOT MIX ASPHALT PAVEMENTS SHALL PER SECTION 450 HOT MIX ASPHALT AND

SECTION M3 ASPHALTIC MATERIALS.

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WEST SPRINGFIELD

AMOSTOWN ROAD

TYPICAL SECTIONS

SHEET 5 OF 47

1

5

"

D

E

C

PROP 5' CEM

CONC WALK

SAWCUT

MEET EXIST

R&R STOP SIGN

ADJ

ADJ

WG

R

E

T

RET

RET ST SIGN

PROP TEMP

EASEMENT

AREA = 205 SF±

E

X

IS

T

IN

G

T

O

W

N

L

A

Y

O

U

T

E

X

IS

T

IN

G

T

O

W

N

L

A

Y

O

U

T

RET HYD & WG

CONVERT EXISTING GUY WIRES

TO SIDEWALK GUYS (BO)

R

&

D

R

E

T

BEGIN PROP GRAN CURB

SAWCUT (TYP)

PROP GRAN CURB

END PROP

GRAN CURB

SAWCUT (TYP)

PROP HMA BERM (TYP)

BEGIN PROP

HMA BERM

SAWCUT MEET

EXIST WALK

END PROP

HMA BERM

C

O

U

N

T

R

Y

V

I

E

W

S

T

R

E

E

T

D

E

W

E

Y

S

T

R

E

E

T

P

C

END PROP GRAN

CURB

BEGIN GRAN

CURB

PROP GRANITE CURB

PROP 5' CEM CONC WALK

R

E

T

R

E

T

PROP TREE PROTECTION (TYP)

R

E

T

WCR

R

E

T

R

E

T

R

&

R

R

E

T

R

&

D

R

&

D

R&R HYDRANT

APPROX. LIMIT OF

GRADING

N

/

F

P

A

U

L

T

.

A

N

D

D

O

R

E

E

N

S

.

G

A

L

L

A

G

H

E

R

D

E

E

D

B

O

O

K

/

P

A

G

E

7

6

1

4

/

8

1

A

S

S

E

S

S

O

R

'S

M

A

P

/

P

A

R

C

E

L

0

6

4

-

0

0

8

-

0

0

7

N

/

F

R

Y

S

Z

A

R

D

M

.

A

N

D

J

O

C

E

L

Y

N

M

I

L

E

W

S

K

I

D

E

E

D

B

O

O

K

/

P

A

G

E

2

1

9

6

2

/

2

2

1

A

S

S

E

S

S

O

R

'

S

M

A

P

/

P

A

R

C

E

L

0

6

4

-

0

0

9

-

0

0

2

N

/

F

J

U

S

T

I

N

T

.

A

N

D

K

R

I

S

T

I

L

.

L

A

L

L

Y

D

E

E

D

B

O

O

K

/

P

A

G

E

1

7

2

4

5

/

5

4

4

A

S

S

E

S

S

O

R

'

S

M

A

P

/

P

A

R

C

E

L

0

6

4

-

0

0

9

-

0

0

7

N

/

F

G

A

R

Y

D

.

A

N

D

A

N

N

M

.

K

E

E

F

E

D

E

E

D

B

O

O

K

/

P

A

G

E

1

9

4

2

5

/

9

1

A

S

S

E

S

S

O

R

'

S

M

A

P

/

P

A

R

C

E

L

0

6

4

-

0

0

9

-

0

0

3

N

/

F

T

O

W

N

O

F

W

E

S

T

S

P

R

I

N

G

F

I

E

L

D

P

L

A

N

B

O

O

K

/

P

A

G

E

3

2

4

/

5

1

D

E

E

D

B

O

O

K

/

P

A

G

E

1

2

1

8

9

/

4

4

8

A

S

S

E

S

S

O

R

'

S

M

A

P

/

P

A

R

C

E

L

0

6

4

-

0

0

4

-

0

1

5

N

/

F

J

A

M

E

S

S

.

D

O

T

I

W

A

L

L

A

A

N

D

K

I

M

B

E

R

L

Y

J

.

D

O

T

I

W

A

L

L

A

D

E

E

D

B

O

O

K

/

P

A

G

E

8

5

3

9

-

5

2

3

A

S

S

E

S

S

O

R

'

S

M

A

P

/

P

A

R

C

E

L

0

6

4

-

0

0

6

-

0

1

0

N

/

F

K

A

M

L

E

S

H

C

.

P

A

T

E

L

A

N

D

P

I

N

K

Y

K

.

P

A

T

E

L

D

E

E

D

B

O

O

K

/

P

A

G

E

1

2

4

4

5

-

1

1

7

A

S

S

E

S

S

O

R

'

S

M

A

P

/

P

A

R

C

E

L

0

6

4

-

0

0

6

-

0

0

9

N

/

F

K

Y

L

E

F

E

L

S

E

N

T

R

E

G

E

R

D

E

E

D

B

O

O

K

/

P

A

G

E

2

2

8

3

1

-

3

4

6

A

S

S

E

S

S

O

R

'

S

M

A

P

/

P

A

R

C

E

L

0

6

4

-

0

0

6

-

0

0

8

N

/

F

J

O

H

N

P

.

H

A

M

M

O

N

D

A

N

D

M

A

R

Y

E

L

L

E

N

H

A

M

M

O

N

D

D

E

E

D

B

O

O

K

/

P

A

G

E

1

6

2

3

7

-

1

9

0

A

S

S

E

S

S

O

R

'

S

M

A

P

/

P

A

R

C

E

L

0

6

4

-

0

0

6

-

0

0

7

T

R

O

T

T

E

R

S

W

A

L

K

1

5

3

°

7

'

3

0

"

LIMIT OF WORK

STA 1+00.00

N:2872695.5815

E:342010.8196

PROP RAISED

PEDESTRIAN

CROSSING

PROP 5' CEM

CONC WALK

S

A

W

C

U

T

M

E

E

T

E

X

I

S

T

A

M

O

S

T

O

W

N

R

O

A

D

SAWCUT MEET

EXISTING WALK

R

&

D

RET

RET

R&R

PROP 5' CEM

CONC WALK

R

E

T

R

E

T

R

E

T

BEGIN PROP

HMA BERM

END PROP

HMA BERM

R

E

T

R&D

EXIST BERM

PROP FULL

DEPTH

WIDENING

PROP

FULL DEPTH

PAVEMENT

R

ET

R

E

T

R

&

R

RET

PROP LOAM & SEED

R

E

T

1

2

3

4

5

6

7

P

C

+

0

6

.

2

6

P

C

+

01.06

P

T

+

67.90

P

R

C

+

3

7

.

3

4

1+00

1

0

1

1

0

2

P

C

+

2

5

.

8

6

P

T

+

0

9

.

4

0

1

0

0

+

0

0

N

7

4

°

0

5

'

3

8

"

W

1

0

6

.

2

6

'

N

3

1

° 5

9

' 5

2

" W

3

3

.1

6

'

L

=

1

6

1

.

6

4

'

R

=

2

2

0

.0

0'

Δ

=

4

2

°

0

5

'

4

6

"

L

=

2

3

6

.

2

8

'

R

=

5

5

0

.

0

0

'

Δ

=

2

4

°

3

6

'

5

2

"

L

=

2

4

7

.

7

3

'

R

=

2

6

5

0

.

0

0

'

Δ

=

5

°

2

1

'

2

2

"

S

1

5

°

5

4

'

2

2

"

W

2

5

.

8

6

'

S

7

5

°

4

4

'

1

1

"

W

1

3

8

.

4

6

'

L

=

8

3

.5

4'

R=

80

.0

0

'

Δ

=

5

9°

49

'4

9"

R&R BOUND

PROP RAISED

PEDESTRIAN

CROSSING

PROP TREE

PROTECTION (TYP)

PROP LOAM & SEED

PROP LOAM

& SEED

R&D CONC

WALK

R

E

T

R

E

T

R

&

D

PROP LOAM & SEED

PROP HMA

DRIVE

PROP CEM CONC DRIVE

R

E

T

R

&

R

R

E

T

R

&

D

1

2

3

4

5

6

RET

RET

RET

RET

1

2

3

4

PROP CEM CONC DRIVE

PROP CEM CONC DRIVE

P

R

O

P

C

E

M

C

O

N

C

D

R

I

V

E

PROP

FULL DEPTH

PAVEMENT

R&D EXIST

WALK

PROP TREE

TRIMMING FOR RRFB

PROP LOAM & SEED

APPROX LIMIT

OF GRADING

PROP LOAM & SEED

PROP FULL DEPTH

PAVEMENT

RECLAMATION

RET

RET

APPROX LIMIT

OF GRADING

PROP TRANSITION FROM

BERM TO GRANITE CURB

AMOSTOWN ROAD

RET UP

SAWCUT

S

A

W

C

U

T

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 7

13

60

3.0

0_

HD

(C

ON

).D

WG

10

-M

ar-2

02

0 3

:5

7 P

MP

lo

tte

d o

n

20

SCALE: 1" = 20'

0 50 100

WEST SPRINGFIELD

AMOSTOWN ROAD

CONSTRUCTION PLANS

SHEET 6 OF 47

CONTINUED ON

SHEET NO. 11

R&R

R&R MB

RET

RET

RET

RET

AMOSTOWN ROAD

RET

R&R

RET

RET

RET

RET UP & PROP

SIDEWALK GUY (BO)

RET

PROP 5' CEM CONC. WALK

APPROX. LIMIT OF

GRADING

N/F

MARK AND MIC

HELLE

BISEINERE

DEED BOOK/PAGE 18447/154

ASSESSOR'S MAP/PARCEL 064-004-008

N/F

REBECCA L.

GEARY



N/F

ION

DRUCIOC



N/F

ROGER G. A

ND EILEEN M.

ROUSSEAU



N

/

F

C

E

C

E

L

I

A

A

N

D

J

E

F

F

R

E

Y

W

.

L

A

P

O

R

T

E

D

E

E

D

B

O

O

K

/

P

A

G

E

2

1

4

6

3

/

2

1

9

A

S

S

E

S

S

O

R

'

S

M

A

P

/

P

A

R

C

E

L

0

6

4

-

0

0

4

-

0

1

2

N/F

JOHN P. HAMMOND

AND

MARY ELLEN HAMMOND

DEED BOOK/PAGE 16237-190

ASSESSOR'S MAP/PARCEL

064-006-007

N/F

JOSEPH H. S

TRAIN

AND

PATRICIA A. S

TRAIN



064-006-006

N/F

DONALD M. H

UNTER



064-006-005

N/F

DANIEL G. G

OMES

AND

JAMIE L. GOMES



064-006-004

N/F

ROBERT P. FORTIN

AND

ANN M. F

ORTIN



064-006-003

8

9

10

11

12

1

3

1

4

PC +29.55

PT +85.06

P

T

+

3

5

.

2

2

N 12° 44' 2

2" W 3

44.49'

L=247.73' R=2650.00'

Δ=5° 21' 22"

L

=

1

0

5

.6

7

'

R

=

1

5

0

.

0

0

'

Δ

=

4

0

°

2

1

'

5

1

"

RET

R&D

RET

PROP LOAM & SEED

R&R STONE EDGING

R&R STONE WALL

PROP TREE

PROTECTION (TYP)

RET

R

&

D

R

E

T

R

E

T

R

&

R

R

E

T

A

D

J

RET

R&R

RET

R&D

4

5

6

7

8

R

E

T

R

E

T

PROP CEM CONC DRIVE

PROP CEM CONC DRIVE

PROP CEM CONC DRIVE

PROP CEM CONC DRIVE

PROP CEM CONC DRIVE

PROP HMA DRIVE

SAWCUT

PROP LOAM & SEED

PROP HMA DRIVE

PROP PINE BARK

MULCH WITHIN

STONE EDGING

A

M

O

S

T

O

W

N

R

O

A

D

P

E

A

S

E

A

V

E

N

U

E

PROP

GRAN CURB

PROP 5' CEM

CONC WALK

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 6

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 8

13

60

3.0

0_

HD

(C

ON

).D

WG

10

-M

ar-2

02

0 3

:5

7 P

MP

lo

tte

d o

n

20

SCALE: 1" = 20'

0 50 100

WEST SPRINGFIELD

AMOSTOWN ROAD

CONSTRUCTION PLANS

SHEET 7 OF 47

E

X

IS

T

IN

G

T

O

W

N

L

A

Y

O

U

T

R

E

T

R

&

D

A

M

O

S

T

O

W

N

R

O

A

D

P

E

A

S

E

A

V

E

N

U

E

R

E

T

R

E

T

RET

R&R

R&R

ADJ

RE

T RE

T

R

&

R

R

E

T

R

E

T

RET

RE

T

R

&

D

R

&

D

R

&

D

R

&

D

R

&

D

R

&

D

R

&

D

R&

D

A

D

J

APPROX. LIMIT OF

GRADING

N/F

MICHAEL P. AND ALISON E.

DALEY



N/F

SCOTT A.

ASHLEY



N/F

ARCHER REALTY TRUST



N/F

VICTOR AND LYUBOV

MOSIJCHUK



N/F

SYLVIA A.

HUNTER



N

E

W

E

N

G

L

A

N

D

T

E

L

E

P

H

O

N

E

A

N

D

T

E

L

E

G

R

A

P

H

E

A

S

E

M

E

N

T

A

S

S

H

O

W

N

I

N

P

L

A

N

B

O

O

K

1

2

2

P

A

G

E

9

2

A

M

O

S

T

O

W

N

R

O

A

D

N/F

SERGEY PAVLYUK

AND

VALENTINA PAVLYUK



064-006-002

N/F

GLENN A. GRABOWSKI



064-006-001

N/F

JOHN AVGOUSTAKIS

AND

NICOLE AVGOUSTAKIS



055-007-009

N/F

CHAD S. LABONTE

AND

NICOLE P. LABONTE



055-007-010

1

3

1

4

1

5

1

6

1

7

18

19

P

C

+

7

8

.2

9

P

T

+

3

5

.2

2

N

2

7

°

3

7

' 2

9

"

E

2

4

3

.0

6

'

L

=

1

0

5

.

6

7

'

R

=

1

5

0

.

0

0

'

Δ

=

4

0

°

2

1

'

5

1

"

L

=

3

8

5

.6

5

'

R

=

14

0

0.0

0'Δ

=

1

5

°

4

6

'

5

8"

R&R MB

R&R MB

RET

R&R MB

RE

T

PROP FULL DEPTH

PAVEMENT WIDENING

SAWCUT (TYP)

PROP LOAM & SEED

PROP 5' CEM.

CONC. WALK

9

1

0

1

2

1

4

1

1

1

3

1

5

16

17

PROP HMA DRIVE

PROP HMA DRIVE

PROP HMA DRIVE

PROP HMA DRIVE

PROP HMA DRIVE

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 7

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 9

13

60

3.0

0_

HD

(C

ON

).D

WG

10

-M

ar-2

02

0 3

:5

7 P

MP

lo

tte

d o

n

20

SCALE: 1" = 20'

0 50 100

WEST SPRINGFIELD

AMOSTOWN ROAD

CONSTRUCTION PLANS

SHEET 8 OF 47

PEASE AVENUE

GO

LD

EN

VIE

W D

RIV

E

P

H

E

A

S

A

N

T

S

C

R

O

S

S

IN

G

RET

RET

RET

PROP 5' WIDE CEM CONC SIDEWALK

APPROX LIMIT OF GRADING

RE

T

REMOD EX CB AND

BUILD CURB INLET

R&D GRANITE EDGING RET

RET

R&

D

R&

D

R&

DR

&D

R&DR&D

R&D

APPROX. LIMIT OF

GRADING

N/F

THEODORE G. AND BARBARA ANN

HEBERT



N/F

DANIEL G. AND SANDRA L.

MACERO



N/F

ROBERT H.

PORTER



N/F

ROBERT H.

FYDENKEVEZ



N/F

DONALD B. AND ANNE H.

BERRY



055-007-005

N/F

JOHN AVGOUSTAKIS

AND

NICOLE AVGOUSTAKIS



055-007-009

N/F

ROBERT C. ROY

AND

KATHLEEN J. ROY



055-007-008

N/F

JONATHAN P. STARR

AND

ASHLEY L. STARR



055-007-007

N/F

AMANDIO MUCHE

AND

PATRICIA M. MUCHE



055-007-006

19

20

21

22

23

24

25

PT +63.93

N 43° 24' 27" E 1044.71'

RE

T

R&R MB

R&R MB

R&D BOULDER

R&R MB

SAWCUT (TYP)

R&R MB

PROP LOAM & SEED

PROP TREE

PROTECTION (TYP)

PROP FULL DEPTH

WIDENING

7

18

19

20

21

22

23

24

RET

RET

PROP HMA DRIVE

PROP HMA DRIVE

PROP HMA DRIVE

PROP HMA DRIVE

PROP HMA DRIVE

PROP HMA DRIVE

RET

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 8

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

0

13

60

3.0

0_

HD

(C

ON

).D

WG

10

-M

ar-2

02

0 3

:5

7 P

MP

lo

tte

d o

n

20

SCALE: 1" = 20'

0 50 100

WEST SPRINGFIELD

AMOSTOWN ROAD

CONSTRUCTION PLANS

SHEET 9 OF 47

P

H

E

A

S

A

N

T

S

C

R

O

S

S

IN

G

PEASE AVENUE

M

O

R

G

A

N

R

O

A

D

PROP 5' WIDE CEM CONC SIDEWALK

APPROX LIMIT OF GRADING

PROP TREE PROTECTION (TYP)

RET

RET

R&R

PROP TREE TRIMMING

SAWCUT

MEET EXIST

PROP GRAN. CURB

SAWCUT (TYP)

SAWCUT

MEET EXIST

RET

RET

R&D

RET

RET

RET

R

E

T

APPROX. LIMIT OF

GRADING

N/F

ROBERT C. AND BEVERLY A.

CLOUTIER



N/F

ROBERT A.

ORLANDI



N/F

CONSTANCE A.

SPRYZENSKI



N/F

JOHN J.

STEUP



N/F

JONATHAN W. AND ALICIA

CHAPPEL



N/F

JAMES P. GALICA

DAVID W. GALICA

MARIE GALICA



056-004-047

N/F

WILLIAM L. AND JENNIFER A.

LEVINE



055-006-001

T

O

W

N

O

F

W

E

S

T

S

P

R

IN

G

F

IE

L

D

E

A

S

E

M

E

N

T

A

S

S

H

O

W

N

IN

P

L

A

N

B

O

O

K

1

2

2

P

A

G

E

9

2

PEASE AVENUE

LIMIT OF WORK

STA 30+86.35

N:2875084.6373

E:342696.3772

26

27

28

29

30

PC +08.64

PT +53.30

3

0

+

5

8

.2

7

N

5

2

° 4

2

' 4

4

" E

4

.9

8

'

L=44.66' R

=2

75.0

0'

Δ=9° 18'

17

"

7

8

25

PROP CEM CONC DRIVE

PROP HMA DRIVE

R&D EXIST CEM

CONC WALK

PROP LOAM & SEED

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 9

13

60

3.0

0_

HD

(C

ON

).D

WG

10

-M

ar-2

02

0 3

:5

7 P

MP

lo

tte

d o

n

20

SCALE: 1" = 20'

0 50 100

WEST SPRINGFIELD

AMOSTOWN ROAD

CONSTRUCTION PLANS

SHEET 10 OF 47

N/F

PAUL T. AND DOREEN S.

GALLAGHER



064-008-007

N

/

F

R

Y

S

Z

A

R

D

M

.

A

N

D

J

O

C

E

L

Y

N

M

I

L

E

W

S

K

I

D

E

E

D

B

O

O

K

/

P

A

G

E

2

1

9

6

2

/

2

2

1

A

S

S

E

S

S

O

R

'

S

M

A

P

/

P

A

R

C

E

L

0

6

4

-

0

0

9

-

0

0

2

N/F

EDWARD J. BUDARZ

AND

RITA G. BUDARZ



064-009-001

P

A

R

T

R

I

D

G

E

L

A

N

E

N/F

DAVID R. BARKMAN

AND

DONNA M. BARKMAN



064-010-012

N/F

MARY A. GORDON



064-010-013

N/F

DEBORAH E. STELZER



064-010-014

N/F

ALAN S. KROWKA

AND

DIANE M. KROWKA



064-010-015

N/F

GARY R. GELINAS

AND

COLETTE B. GELINAS



064-010-016

1

0

1

1

0

2

1

0

3

1

0

4

1

0

5

106

107

P

C

+

4

7

.

8

5

P

T

+

0

9

.

4

0

PT +42.67

S

7

5

°

4

4

'

1

1

"

W

1

3

8

.

4

6

'

L

=

3

9

4

.

8

2

'

R

=

5

9

0

.

0

0

'

Δ

=

3

8

°

2

0

'

3

0

"

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 6

13

60

3.0

0_

HD

(C

ON

).D

WG

10

-M

ar-2

02

0 3

:5

7 P

MP

lo

tte

d o

n

20

SCALE: 1" = 20'

0 50 100

WEST SPRINGFIELD

AMOSTOWN ROAD

CONSTRUCTION PLANS

SHEET 11 OF 47

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

2

CONTINUED ON

SHEET NO. 6

N/F

THOMAS MOGAVERO

AND

ELLEN MOGAVERO



064-009-006

N/F

ROBERT E. DOANE, JR.

AND

DEANNA M. DOANE



064-009-005

N/F

GARY R. GELINAS

AND

COLETTE B. GELINAS



064-010-016

N/F

GEORGE H. BROWN, JR.

AND

VINCENZA BROWN



064-010-017

N/F

RICHARD C. SANTONI

AND

SUZANNE M. SANTONI



064-010-018

N/F

FRED D. CRANDALL

AND

MAUREEN E. CRANDALL



064-010-019

N/F

CHRISTOPHER J. CARLISLE

AND

MELISSA A. CARLISLE



064-010-020

N/F

STEPHEN M. MILLER



064-003-010

N/F

JAMES E. FLEMING

AND

LAUREN KLAR WERMAN



064-003-011

N/F

BIKASH CHHETRI

AND

HEM CHHETRI



064-003-012

1

0

4

°

1

0

'4

0

"

COUNTRY VIEW STREET

108109

110111

1

1

2

PC +63.87

PT +48.95

112+54.99

N 65° 55' 19" W 521.20'

N

4

°

5

9

'

1

4

"

W

6

.

0

4

'

L

=

8

5

.

0

8

'

R

=

8

0

.

0

0

'

Δ

=

6

0

°

5

6

'

0

5

"

1

0

9

PROP

FULL DEPTH

PAVEMENT

RECLAMATION

RET

RET

RET

RET

RET

RET

RET

RET

RET

RET

PROP

WCR

PROP

WCR

LIMIT OF WORK

STA 112+38.71

N:2872900.8912

E:340841.1873

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

1

13

60

3.0

0_

HD

(C

ON

).D

WG

10

-M

ar-2

02

0 3

:5

7 P

MP

lo

tte

d o

n

20

SCALE: 1" = 20'

0 50 100

WEST SPRINGFIELD

AMOSTOWN ROAD

CONSTRUCTION PLANS

SHEET 12 OF 47

NAVD 88

BASE ELEV

220.00

COUNTRY VIEW

230

240

220

230

240

231.68

232.78

101+00

233.83

234.71

102+00

235.70

236.63

103+00

237.44

237.97

104+00101+00 102+00 103+00 104+00

-2.0

0%

2.0

0%

PVI STA = 100+25.94

PVI ELEV = 231.24

A.D. = 4.00%

K = 10.00

40' VC

PV

RC

: 100+

05.94

ELE

V: 231.64

PV

T: 100+

45.94

ELE

V: 231.64

124.2' HSD

LOW POINT ELEV = 231.44

LOW POINT STA = 100+25.94

PVI STA = 104+13.00

PVI ELEV = 238.98

A.D. = -3.70%

K = 54.05

200' VC

PV

C: 103+

13

ELE

V: 236.98

391.7' SSD

HIGH POINT ELEV = 238.06

HIGH POINT STA = 104+21.11

NAVD 88

BASE ELEV

220.00

230

240

220

230

240

237.97

237.46

105+00

236.63

235.60

106+00

234.49

233.36

107+00

232.09

230.77

108+00105+00 106+00 107+00 108+00

-2.4

0%

PVI STA = 104+13.00

PVI ELEV = 238.98

A.D. = -3.70%

K = 54.05

200' VC

391.7' SSD

HIGH POINT ELEV = 238.06

HIGH POINT STA = 104+21.11

PVI STA = 106+00.00

PVI ELEV = 235.80

A.D. = -0.70%

K = 248.64

174' VC

PV

CC

: 105+

13

ELE

V: 237.28

PV

T: 106+

87

ELE

V: 233.71

1629.0' SSD

PVI STA = 108+08.00

PVI ELEV = 230.81

A.D. = -0.91%

K = 227.01

206' VC

PV

C: 107+

05

ELE

V: 233.28

1292.2' SSD

CO

NT

IN

UE

D

BE

LO

W

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

4

CO

NT

IN

UE

D

AB

OV

E

FOR CONSTRUCTION PLANS:

SEE SHEET NOS. 11-12

STA 100+00.00 COUNTRYVIEW ST B =

STA 1+66.22 AMOSTOWN RD ST B

L

L

13

60

3.0

0_

HD

(P

RO

F).D

WG

10

-M

ar-2

02

0 4

:1

6 P

MP

lo

tte

d o

n

0

0

HOR. SCALE IN FEET

VER. SCALE IN FEET

20 40

4 4 8

0

0

20

0

0

HOR. SCALE IN FEET

VER. SCALE IN FEET

20 40

4 4 8

0

0

20

WEST SPRINGFIELD

AMOSTOWN ROAD

PROFILES

SHEET 13 OF 47

NAVD 88

BASE ELEV

220.00

COUNTRY VIEW

230

240

220

230

240

229.34

227.78

109+00

226.20

224.87

110+00

223.96

223.30

111+00

222.81

222.45

112+00

223.07

109+00 110+00 111+00 112+00

2.2

2%

-0.80%

GR

AD

E B

RE

AK

S

TA

=

112+

54.55

ELE

V =

223.17

PVI STA = 110+14.00

PVI ELEV = 223.99

A.D. = 2.51%

K = 82.16

206' VC

PV

RC

: 109+

11

ELE

V: 227.40

PV

T: 111+

17

ELE

V: 223.17

601.6' HSD

PVI STA = 112+18.00

PVI ELEV = 222.36

A.D. = 3.02%

K = 9.93

30' VC

PV

C: 112+

03

ELE

V: 222.48

PV

T: 112+

33

ELE

V: 222.70

LOW POINT ELEV = 222.45

LOW POINT STA = 112+10.95

PVI STA = 108+08.00

PVI ELEV = 230.81

A.D. = -0.91%

K = 227.01

206' VC

1292.2' SSD

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

3

CO

NT

IN

UE

D

BE

LO

W

STA 112+54.55 COUNTRYVIEW ST B =

DEWEY ST C (APPROX.)

L

L

13

60

3.0

0_

HD

(P

RO

F).D

WG

10

-M

ar-2

02

0 3

:5

8 P

MP

lo

tte

d o

n

0

0

HOR. SCALE IN FEET

VER. SCALE IN FEET

20 40

4 4 8

0

0

20

WEST SPRINGFIELD

AMOSTOWN ROAD

PROFILES

SHEET 14 OF 47

FOR CONSTRUCTION PLANS:

SEE SHEET NOS. 11-12

1

5

"

D

E

C

E

X

IS

T

IN

G

T

O

W

N

L

A

Y

O

U

T

C

O

U

N

T

R

Y

V

I

E

W

S

T

R

E

E

T

D

E

W

E

Y

S

T

R

E

E

T

A

M

O

S

T

O

W

N

R

O

A

D

N

/

F

P

A

U

L

T

.

A

N

D

D

O

R

E

E

N

S

.

G

A

L

L

A

G

H

E

R

D

E

E

D

B

O

O

K

/

P

A

G

E

7

6

1

4

/

8

1

A

S

S

E

S

S

O

R

'S

M

A

P

/

P

A

R

C

E

L

0

6

4

-

0

0

8

-

0

0

7

N

/

F

R

Y

S

Z

A

R

D

M

.

A

N

D

J

O

C

E

L

Y

N

M

I

L

E

W

S

K

I

D

E

E

D

B

O

O

K

/

P

A

G

E

2

1

9

6

2

/

2

2

1

A

S

S

E

S

S

O

R

'

S

M

A

P

/

P

A

R

C

E

L

0

6

4

-

0

0

9

-

0

0

2

N

/

F

J

U

S

T

I

N

T

.

A

N

D

K

R

I

S

T

I

L

.

L

A

L

L

Y

D

E

E

D

B

O

O

K

/

P

A

G

E

1

7

2

4

5

/

5

4

4

A

S

S

E

S

S

O

R

'

S

M

A

P

/

P

A

R

C

E

L

0

6

4

-

0

0

9

-

0

0

7

N

/

F

G

A

R

Y

D

.

A

N

D

A

N

N

M

.

K

E

E

F

E

D

E

E

D

B

O

O

K

/

P

A

G

E

1

9

4

2

5

/

9

1

A

S

S

E

S

S

O

R

'

S

M

A

P

/

P

A

R

C

E

L

0

6

4

-

0

0

9

-

0

0

3

N

/

F

T

O

W

N

O

F

W

E

S

T

S

P

R

I

N

G

F

I

E

L

D

P

L

A

N

B

O

O

K

/

P

A

G

E

3

2

4

/

5

1

D

E

E

D

B

O

O

K

/

P

A

G

E

1

2

1

8

9

/

4

4

8

A

S

S

E

S

S

O

R

'

S

M

A

P

/

P

A

R

C

E

L

0

6

4

-

0

0

4

-

0

1

5

N

/

F

J

A

M

E

S

S

.

D

O

T

I

W

A

L

L

A

A

N

D

K

I

M

B

E

R

L

Y

J

.

D

O

T

I

W

A

L

L

A

D

E

E

D

B

O

O

K

/

P

A

G

E

8

5

3

9

-

5

2

3

A

S

S

E

S

S

O

R

'

S

M

A

P

/

P

A

R

C

E

L

0

6

4

-

0

0

6

-

0

1

0

N

/

F

K

A

M

L

E

S

H

C

.

P

A

T

E

L

A

N

D

P

I

N

K

Y

K

.

P

A

T

E

L

D

E

E

D

B

O

O

K

/

P

A

G

E

1

2

4

4

5

-

1

1

7

A

S

S

E

S

S

O

R

'

S

M

A

P

/

P

A

R

C

E

L

0

6

4

-

0

0

6

-

0

0

9

N

/

F

K

Y

L

E

F

E

L

S

E

N

T

R

E

G

E

R

D

E

E

D

B

O

O

K

/

P

A

G

E

2

2

8

3

1

-

3

4

6

A

S

S

E

S

S

O

R

'

S

M

A

P

/

P

A

R

C

E

L

0

6

4

-

0

0

6

-

0

0

8

N

/

F

J

O

H

N

P

.

H

A

M

M

O

N

D

A

N

D

M

A

R

Y

E

L

L

E

N

H

A

M

M

O

N

D

D

E

E

D

B

O

O

K

/

P

A

G

E

1

6

2

3

7

-

1

9

0

A

S

S

E

S

S

O

R

'

S

M

A

P

/

P

A

R

C

E

L

0

6

4

-

0

0

6

-

0

0

7

T

R

O

T

T

E

R

S

W

A

L

K

1

5

3

°

7

'

3

0

"

LIMIT OF WORK

STA 1+00.00

N:2872695.5815

E:342010.8196

1

2

3

4

5

6

7

P

C

+

0

6

.

2

6

P

C

+

01.06

P

T

+

67.90

P

R

C

+

3

7

.

3

4

1+00

1

0

1

1

0

2

P

C

+

2

5

.

8

6

P

T

+

0

9

.

4

0

1

0

0

+

0

0

N

7

4

°

0

5

'

3

8

"

W

1

0

6

.

2

6

'

N

3

1

° 5

9

' 5

2

" W

3

3

.1

6

'

L

=

1

6

1

.

6

4

'

R

=

2

2

0

.0

0'

Δ

=

4

2

°

0

5

'

4

6

"

L

=

2

3

6

.

2

8

'

R

=

5

5

0

.

0

0

'

Δ

=

2

4

°

3

6

'

5

2

"

L

=

2

4

7

.

7

3

'

R

=

2

6

5

0

.

0

0

'

Δ

=

5

°

2

1

'

2

2

"

S

1

5

°

5

4

'

2

2

"

W

2

5

.

8

6

'

S

7

5

°

4

4

'

1

1

"

W

1

3

8

.

4

6

'

L

=

8

3

.5

4'

R=

80

.0

0

'

Δ

=

5

9°

49

'4

9"

1

4

.

9

8

'

1

5

.

9

0

'

MEET EXISTING

+62.0

46.0' RT

MEET EXISTING

+86.9

45.2' RT

MEET EXISTING

+75.0

14.5' RT

∠PT +46.03

14.50' RT

∠PT +48.61

15.60' RT

∠PT +50.66

15.60' RT

∠PT +54.88

14.50' RT

MEET EXISTING

+00.1

15.9' RT

MEET EXISTING

+00.1

15.0' RT

MEET EXISTING

+23.1

13.3' RT

PT +01.62

17.14' LT

PCC +56.41

12.31' RT

PT +01.31

14.09' RT

PC +30.63

15.85' LT

PCC +27.32

15.77' LT

PCC +29.77

14.34' LT

PRC +35.23

17.94' LT

MEET EXISTING

+38.1

24.1' LT

∠PT +49.42

12.86' LT

MEET EXISTING

+49.2

22.2' LT

MEET EXISTING

+11.6

12.3' LT

MEET EXISTING

+23.1

15.9' RT

MEET EXISTING

+13.4

15.4' LT

MEET EXISTING

+13.1

15.9' RT

MEET EXISTING

+44.8

16.0' RT

MEET EXISTING

+43.4

20.2' LT

MEET EXISTING

+72.0

12.7' LT

+70.94

OFFSET: 14.50

MEET EXISTING

+01.9

21.0' RT

+01.29

OFFSET: 14.45

PT +13.59

36.76' LT

PC +95.95

13.38' LT

230.51 TC

230.26 BC

231.53TC

230.88 BC

231.04 TC

230.79 BC

231.00 TC

230.75 BC

230.65

230.95

230.86

230.93

C

1

C2

C

3

C

4

C

5

C6

C7

C

8

C

9

C

1

0

C

11

253.64 TC

253.39 BC

253.54 TC

253.29 BC

254.40 TC

254.15 BC

254.62 TC

254.37 BC

253.83

254.38

254.20

253.88

1

4

.5

0

'

1

3

.3

2

'

230.9

231.95

232.75

231.5

231.36 TC

230.96 BC

231.2 TC

231.7 BC

R=45'

L=12'

R=50'

L=19'

R=20'

L=12'

R=15'

L=8'

2

0

.

0

'

2

1

.

0

'

1

9

.

0

'

1

8

.

5

'

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

6

13

60

3.0

0_

HD

(A

LIG

N).D

WG

10

-M

ar-2

02

0 4

:2

8 P

MP

lo

tte

d o

n

20

SCALE: 1" = 20'

0 50 100

WEST SPRINGFIELD

AMOSTOWN ROAD

ALIGNMENT & GRADING

SHEET 15 OF 47

CONTINUED ON

SHEET NO. 20

N/F

MARK AND MIC

HELLE

BISEINERE



N/F

REBECCA L.

GEARY



N/F

ION

DRUCIOC



N/F

ROGER G. A

ND EILEEN M.

ROUSSEAU



N

/

F

C

E

C

E

L

I

A

A

N

D

J

E

F

F

R

E

Y

W

.

L

A

P

O

R

T

E

D

E

E

D

B

O

O

K

/

P

A

G

E

2

1

4

6

3

/

2

1

9

A

S

S

E

S

S

O

R

'

S

M

A

P

/

P

A

R

C

E

L

0

6

4

-

0

0

4

-

0

1

2

N/F

JOHN P. HAMMOND

AND

MARY ELLEN HAMMOND



064-006-007

N/F

JOSEPH H. S

TRAIN

AND

PATRICIA A. S

TRAIN



064-006-006

N/F

DONALD M. H

UNTER



064-006-005

N/F

DANIEL G. G

OMES

AND

JAMIE L. GOMES



064-006-004

N/F

ROBERT P. FORTIN

AND

ANN M. F

ORTIN



064-006-003

8

9

10

11

12

1

3

1

4

PC +29.55

PT +85.06

P

T

+

3

5

.

2

2

N 12° 44' 2

2" W 3

44.49'

L=247.73' R=2650.00'

Δ=5° 21' 22"

L

=

1

0

5

.6

7

'

R

=

1

5

0

.

0

0

'

Δ

=

4

0

°

2

1

'

5

1

"

PC +54.00

15.11' RT

PCC +66.64

14.50' RT

PT +35.22

14.50' RT

∠PT +43.86

C

1

2

15.10'

12.74'

1

4

.

5

0

'

1

3

.

5

0

'

R=20'

L=7'

R=15'

L=10'

R=20'

L=7'

R=20'

L=9'

R=15'

L=13'

R=21'

L=9'

R=20'

L=9'

R=15'

L=14'

R=20'

L=9'

R=20'

L=10'

R=15'

L=15'

R=20'

L=10'

R=20'

L=5'

C20

18.5'

18.5'

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

5

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

7

13

60

3.0

0_

HD

(A

LIG

N).D

WG

10

-M

ar-2

02

0 3

:5

8 P

MP

lo

tte

d o

n

20

SCALE: 1" = 20'

0 50 100

WEST SPRINGFIELD

AMOSTOWN ROAD

ALIGNMENT & GRADING

SHEET 16 OF 47

E

X

IS

T

IN

G

T

O

W

N

L

A

Y

O

U

T

A

M

O

S

T

O

W

N

R

O

A

D

P

E

A

S

E

A

V

E

N

U

E

N/F


DALEY



N/F

SCOTT A.

ASHLEY



N/F

ARCHER REALTY TRUST



N/F

VICTOR AND LYUBOV

MOSIJCHUK



N/F

SYLVIA A.

HUNTER



N

E

W

E

N

G

L

A

N

D

T

E

L

E

P

H

O

N

E

A

N

D

T

E

L

E

G

R

A

P

H

E

A

S

E

M

E

N

T

A

S

S

H

O

W

N

I

N

P

L

A

N

B

O

O

K

1

2

2

P

A

G

E

9

2

A

M

O

S

T

O

W

N

R

O

A

D

N/F

SERGEY PAVLYUK

AND

VALENTINA PAVLYUK



064-006-002

N/F

GLENN A. GRABOWSKI



064-006-001

N/F

JOHN AVGOUSTAKIS

AND

NICOLE AVGOUSTAKIS



055-007-009

N/F

CHAD S. LABONTE

AND

NICOLE P. LABONTE



055-007-010

1

3

1

4

1

5

1

6

1

7

18

19

P

C

+

7

8

.2

9

P

T

+

3

5

.2

2

N

2

7

°

3

7

' 2

9

"

E

2

4

3

.0

6

'

L

=

1

0

5

.

6

7

'

R

=

1

5

0

.

0

0

'

Δ

=

4

0

°

2

1

'

5

1

"

L

=

3

8

5

.6

5

'

R

=

14

0

0.0

0'Δ

=

1

5

°

4

6

'

5

8"

PC +54.00

15.11' RT

PCC +66.64

14.50' RT

PT +35.22

14.50' RT

∠PT +43.86

14.50' RT

∠PT +93.71

13.22' RT

∠PT +61.86

14.24' RT

∠PT +13.89

13.00' RT

MEET EXISTING

+15.9

13.0' LT

PC +81.93

13.00' LT

PC +82.00

13.00' RT

C

1

2

1

5

.

1

0

'

1

4

.5

0

'

1

3

.5

0

'

1

3

.0

0

'

1

3

.0

0

'

C

1

3

R=20'

L=5'

C

2

0

C21

13

60

3.0

0_

HD

(A

LIG

N).D

WG

10

-M

ar-2

02

0 3

:5

8 P

MP

lo

tte

d o

n

20

SCALE: 1" = 20'

0 50 100

WEST SPRINGFIELD

AMOSTOWN ROAD

ALIGNMENT & GRADING

SHEET 17 OF 47

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

6

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

8

PEASE AVENUE

GO

LD

EN

VIE

W D

RIV

E

N/F


HEBERT



N/F


MACERO



N/F

ROBERT H.

PORTER



N/F

ROBERT H.

FYDENKEVEZ



N/F


BERRY



055-007-005

P

H

E

A

S

A

N

T

S

C

R

O

S

S

IN

G

N/F

JOHN AVGOUSTAKIS

AND

NICOLE AVGOUSTAKIS



055-007-009

N/F

ROBERT C. ROY

AND

KATHLEEN J. ROY



055-007-008

N/F

JONATHAN P. STARR

AND

ASHLEY L. STARR



055-007-007

N/F

AMANDIO MUCHE

AND

PATRICIA M. MUCHE



055-007-006

19

20

21

22

23

24

25

PT +63.93

N 43° 24' 27" E 1044.71'

PT +67.47

12.00' RT

PT +67.47

14.00' RT

MEET EXISTING

+55.7

13.3' LT

∠PT +92.14

13.50' RT

∠PT +87.27

12.00' RT

PC +32.11

13.50' RT

MEET EXISTING

+51.0

22.8' RT

∠PT +87.39

14.00' LT

C

1

7

12.00'

14.00'

C21

13

60

3.0

0_

HD

(A

LIG

N).D

WG

10

-M

ar-2

02

0 3

:5

8 P

MP

lo

tte

d o

n

20

SCALE: 1" = 20'

0 50 100

WEST SPRINGFIELD

AMOSTOWN ROAD

ALIGNMENT & GRADING

SHEET 18 OF 47

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

7

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

9

PEASE AVENUE

M

O

R

G

A

N

R

O

A

D

N/F


CLOUTIER



N/F

ROBERT A.

ORLANDI



N/F

CONSTANCE A.

SPRYZENSKI



N/F

JOHN J.

STEUP



N/F


CHAPPEL



N/F

JAMES P. GALICA

DAVID W. GALICA

MARIE GALICA



056-004-047

N/F


LEVINE



055-006-001

T

O

W

N

O

F

W

E

S

T

S

P

R

IN

G

F

IE

L

D

E

A

S

E

M

E

N

T

A

S

S

H

O

W

N

IN

P

L

A

N

B

O

O

K

1

2

2

P

A

G

E

9

2

P

H

E

A

S

A

N

T

S

C

R

O

S

S

IN

G

LIMIT OF WORK

STA 30+86.35

N:2875084.6373

E:342696.3772

26

27

28

29

30

PC +08.64PT +53.30

30+58.27

N 52° 42' 44" E 4.98'

L=44.66'

R=

27

5.0

0

'

Δ=9°

18'

17

"

PC +32.11

13.50' RT

MEET EXISTING

+51.0

22.8' RT

MEET EXISTING

+82.3

30.1' RT

PT +05.69

13.50' RT

MEET EXISTING

+07.0

13.5' RT

C

1

7

C

1

8

R=20'

L=9'

R=15'

L=7'

R=30'

L=7'

R=15'

L=8'

19.0'

19.0'

13

60

3.0

0_

HD

(A

LIG

N).D

WG

10

-M

ar-2

02

0 3

:5

9 P

MP

lo

tte

d o

n

20

SCALE: 1" = 20'

0 50 100

WEST SPRINGFIELD

AMOSTOWN ROAD

ALIGNMENT & GRADING

SHEET 19 OF 47

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 1

8

N/F


GALLAGHER



064-008-007

N

/

F

R

Y

S

Z

A

R

D

M

.

A

N

D

J

O

C

E

L

Y

N

M

I

L

E

W

S

K

I

D

E

E

D

B

O

O

K

/

P

A

G

E

2

1

9

6

2

/

2

2

1

A

S

S

E

S

S

O

R

'

S

M

A

P

/

P

A

R

C

E

L

0

6

4

-

0

0

9

-

0

0

2

N/F

EDWARD J. BUDARZ

AND

RITA G. BUDARZ



064-009-001

P

A

R

T

R

I

D

G

E

L

A

N

E

N/F

DAVID R. BARKMAN

AND

DONNA M. BARKMAN



064-010-012

N/F

MARY A. GORDON



064-010-013

N/F

DEBORAH E. STELZER



064-010-014

N/F

ALAN S. KROWKA

AND

DIANE M. KROWKA



064-010-015

N/F

GARY R. GELINAS

AND

COLETTE B. GELINAS



064-010-016

1

0

1

1

0

2

1

0

3

1

0

4

1

0

5

106

107

P

C

+

4

7

.

8

5

P

T

+

0

9

.

4

0

PT +42.67

S

7

5

°

4

4

'

1

1

"

W

1

3

8

.

4

6

'

L

=

3

9

4

.

8

2

'

R

=

5

9

0

.

0

0

'

Δ

=

3

8

°

2

0

'

3

0

"

MEET EXISTING

+11.6

12.3' LT

MEET EXISTING

+05.7

20.0' LT

MEET EXISTING

+54.1

19.3' LT

MEET EXISTING

+81.8

12.9' LT

MEET EXISTING

+01.7

12.1' LT

MEET EXISTING

+97.4

13.4' LT

MEET EXISTING

+01.4

12.4' LT

MEET EXISTING

+25.2

12.1' LT

MEET EXISTING

+66.9

13.1' LT

PT +38.04

13.32' RT

MEET EXISTING

+40.9

11.2' LT

MEET EXISTING

+09.5

12.5' LT

MEET EXISTING

+69.8

12.3' LT

CONTINUED ON

SHEET NO. 15

13

60

3.0

0_

HD

(A

LIG

N).D

WG

10

-M

ar-2

02

0 3

:5

9 P

MP

lo

tte

d o

n

20

SCALE: 1" = 20'

0 50 100

WEST SPRINGFIELD

AMOSTOWN ROAD

ALIGNMENT & GRADING

SHEET 20 OF 47

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 2

1

N/F

THOMAS MOGAVERO

AND

ELLEN MOGAVERO



064-009-006

N/F


AND

DEANNA M. DOANE



064-009-005

N/F

GARY R. GELINAS

AND

COLETTE B. GELINAS



064-010-016

N/F


AND

VINCENZA BROWN



064-010-017

N/F

RICHARD C. SANTONI

AND

SUZANNE M. SANTONI



064-010-018

N/F

FRED D. CRANDALL

AND

MAUREEN E. CRANDALL



064-010-019

N/F


AND

MELISSA A. CARLISLE



064-010-020

N/F

STEPHEN M. MILLER



064-003-010

N/F

JAMES E. FLEMING

AND

LAUREN KLAR WERMAN



064-003-011

N/F

BIKASH CHHETRI

AND

HEM CHHETRI



064-003-012

1

0

4

°

1

0

'4

0

"

COUNTRY VIEW STREET

108109

110111

1

1

2

PC +63.87

PT +48.95

112+54.99

N 65° 55' 19" W 521.20'

N

4

°

5

9

'

1

4

"

W

6

.

0

4

'

L=85.08' R=80.00'

Δ=60° 56' 05"

D

E

W

E

Y

S

T

R

E

E

T

MEET EXISTING

+66.9

13.1' LT

MEET EXISTING

+92.6

13.0' LT

MEET EXISTING

+92.3

12.7' LT

MEET EXISTING

+12.8

12.8' LT

MEET EXISTING

+73.4

13.3' LT

MEET EXISTING

+91.8

13.3' LT

MEET EXISTING

+91.0

14.2' LT

MEET EXISTING

+19.2

14.4' LT

MEET EXISTING

+27.0

19.6' LT

MEET EXISTING

+32.4

26.2' LT

MEET EXISTING

+07.9

11.7' RT

MEET EXISTING

+32.1

31.4' RT

C

1

9

223.52

223.67

222.40

LIMIT OF WORK

STA 112+38.71

N:2872900.8912

E:340841.1873

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 2

0

13

60

3.0

0_

HD

(A

LIG

N).D

WG

10

-M

ar-2

02

0 3

:5

9 P

MP

lo

tte

d o

n

20

SCALE: 1" = 20'

0 50 100

WEST SPRINGFIELD

AMOSTOWN ROAD

ALIGNMENT & GRADING

SHEET 21 OF 47

1

5

"

D

E

C

E

X

IS

T

IN

G

T

O

W

N

L

A

Y

O

U

T

E

X

IS

T

IN

G

T

O

W

N

L

A

Y

O

U

T

A

M

O

S

T

O

W

N

R

O

A

D

C

O

U

N

T

R

Y

V

I

E

W

S

T

R

E

E

T

D

E

W

E

Y

S

T

R

E

E

T

LIMIT OF WORK

STA 1+00.00

N:2872695.5815

E:342010.8196

1

0

0

1

0

1

1

0

2

P

C

+

2

5

.

8

6

P

T

+

0

9

.

4

0

1

2

3

4

5

6

7

P

C

+

0

6

.

2

6

P

C

+

0

1

.0

6

P

T

+

67.90

P

R

C

+

3

7

.

3

4

S

L

+

x

x

+

x

x

8

'

C

W

D

B

Y

L

D

B

Y

L

D

B

Y

L

SEE LADDER CROSSWALK DETAIL ON SHEET 43PROP 10' RAISED CROSSWALK

SEE RAISED CROSSWALK MARKINGS DETAIL ON SHEET 43

D

B

Y

L

S

W

L

S

W

L

S

W

L

S

W

L

SEE SHARROW PAVEMENT MARKING ON SHEET 43

+

x

x

PROP 15' TS POST

W/ TWO RRFB UNITS

W/W11-2L & W16-7p(L)

W/W11-2R & W16-7p(R)

W/SP-1

W/PED PUSH BUTTON & R10-25

W/FOUNDATION

STA 1+XX.X, XX.X' RT

(SEE DETAIL ON SHEET 43)

PROP 15' TS POST

W/ TWO RRFB UNITS

W/W11-2L & W16-7p(L)

W/W11-2R & W16-7p(R)

W/SP-1


W/FOUNDATION

STA 1+XX.X, XX.X' LT


PROP 15' TS POST

W/ TWO RRFB UNITS

W/W11-2L & W16-7p(L)

W/W11-2R & W16-7p(R)

W/SP-1


W/FOUNDATION

STA 5+XX.X, XX.X' RT


PROP 15' TS POST

W/ TWO RRFB UNITS

W/W11-2L & W16-7p(L)

W/W11-2R & W16-7p(R)

W/SP-1


W/FOUNDATION

STA 5+XX.X, XX.X' LT


+

x

x

D

B

Y

L

S

W

L

S

W

L

D

B

Y

L

D

B

Y

L

+

x

x

EXTEND EXIST SL

TO PROP CURB

+

x

x

3

.

5

'

±

2

.

5

'

±

R&S

RET

RET

RET

R&S

R&S

RET

RET

MEET EXIST EDGELINE

SP-2

MEET EXIST EDGELINE

SP-2

MEET EXIST EDGELINE

REFRESH EDGELINE

1

2

'

M

I

N

1

2

'

M

I

N

1

.

5

'±

M

A

T

C

H

L

I

N

E

A

-

A

2

'

SP-2

M

A

T

C

H

L

I

N

E

A

-

A

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 2

3

13

60

3.0

0_

HD

(P

VM

K).D

WG

10

-M

ar-2

02

0 3

:5

9 P

MP

lo

tte

d o

n

20

SCALE: 1" = 20'

0 50 100

WEST SPRINGFIELD

AMOSTOWN ROAD

TRAFFIC PLANS

SHEET 22 OF 47

CONSTRUCTION NOTES

1. ALL PAVEMENT MARKINGS SHALL BE REFLECTORIZED

THERMOPLASTIC.

2. WHERE EXISTING PAVEMENT MARKINGS ARE DIFFERENT THAN

PROPOSED MARKINGS SHOWN, REMOVE BY AN APPROVED METHOD.

3. RETAIN ALL EXISTING SIGNS UNLESS OTHERWISE NOTED.

4. TS POST/POLE, WITH PEDESTRIAN PUSH BUTTON, NOT LOCATED

WITHIN A PAVED SURFACE SHALL BE POSITIONED SO AS TO

PROVIDE A 10" MAX CLEAR REACH ZONE BETWEEN THE PEDESTRIAN

PUSH BUTTON AND THE PAVED SURFACE PER 521 CMR AND AS

SHOWN IN THE CONSTRUCTION DETAILS.

CONTINUED ON

SHEET NO. 27

W16-7p(R)

1

1

W11-2R

W16-7p(L)

W11-2L

1

1

LIST OF MAJOR ITEMS REQUIRED

DESCRIPTION

2

4

QUANTITY

SP-1 SIGN

2

PAY ITEM

832.

824.212PEDESTRIAN PUSH BUTTON W/R10-25 AND SIGN SADDLE

RECTANGULAR RAPID FLASHING BEACON (RRFB), 2-SIDED, L.E.D.

AMOSTOWN ROAD AT DEWEY STREET

2

2

TS POST 15' STANDARD, INCL. FOUNDATION

SIDE-OF-POST-MOUNTED CONTROL CABINET ASSEMBLY

PLUS NECESSARY DUCT, CABLE, LABOR, MISCELLANEOUS MATERIAL AND EQUIPMENT TO

COMPLETE THE INSTALLATION AND PROVIDE AN OPERATING PEDESTRIAN WARNING BEACON

SOLAR PANEL

2

BATTERY SYSTEM

2

COMMUNICATION DEVICE

2

W16-7p(R)

1

1

W11-2R

W16-7p(L)

W11-2L

1

1

LIST OF MAJOR ITEMS REQUIRED

DESCRIPTION

2

4

QUANTITY

SP-1 SIGN

2

PAY ITEM

832.

824.211PEDESTRIAN PUSH BUTTON W/R10-25 AND SIGN SADDLE

RECTANGULAR RAPID FLASHING BEACON (RRFB), 2-SIDED, L.E.D.

AMOSTOWN ROAD AT COUNTRY VIEW STREET

2

2

TS POST 15' STANDARD, INCL. FOUNDATION

SIDE-OF-POST-MOUNTED CONTROL CABINET ASSEMBLY

PLUS NECESSARY DUCT, CABLE, LABOR, MISCELLANEOUS MATERIAL AND EQUIPMENT TO

COMPLETE THE INSTALLATION AND PROVIDE AN OPERATING PEDESTRIAN WARNING BEACON

SOLAR PANEL

2

BATTERY SYSTEM

2

COMMUNICATION DEVICE

2

AMOSTOWN ROAD

8

9

10

11

12

1

3

PC +29.55

PT +85.06

P

T

+

3

5

.

2

2

RET

RET

RET

RET

RET

RETRET

RET

RET

R&R

R

E

T

RET

SP-2

CO

NT

IN

UE

D O

N

SH

EE

T N

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WEST SPRINGFIELD

AMOSTOWN ROAD

TRAFFIC PLANS

SHEET 23 OF 47

CONSTRUCTION NOTES


THERMOPLASTIC.




E

X

IS

T

IN

G

T

O

W

N

L

A

Y

O

U

T

A

M

O

S

T

O

W

N

R

O

A

D

P

E

A

S

E

A

V

E

N

U

E

1

3

1

4

1

5

1

6

1

7

18

19

P

C

+

7

8

.2

9

P

T

+

3

5

.2

2

RET

R

E

T

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 2

3

CO

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IN

UE

D O

N

SH

EE

T N

O. 2

5

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0 50 100

WEST SPRINGFIELD

AMOSTOWN ROAD

TRAFFIC PLANS

SHEET 24 OF 47

CONSTRUCTION NOTES


THERMOPLASTIC.




PEASE AVENUE

G

O

LD

EN

VIE

W

D

R

IV

E

P

H

E

A

S

A

N

T

S

C

R

O

S

S

IN

G

20

21

22

23

24

25

PT +63.93

RET

RET

+XX

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 2

4

CO

NT

IN

UE

D O

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SH

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WEST SPRINGFIELD

AMOSTOWN ROAD

TRAFFIC PLANS

SHEET 25 OF 47

CONSTRUCTION NOTES


THERMOPLASTIC.




P

H

E

A

S

A

N

T

S

C

R

O

S

S

IN

G

PEASE AVENUE

M

O

R

G

A

N

R

O

A

D

LIMIT OF WORK

STA 30+86.35

N:2875084.6373

E:342696.3772

26

27

28

29

30

3

0

PC +08.64

P

T

+

5

3

.3

0

RET

R&R

RET

RET

RET

CO

NT

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D O

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O. 2

5

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WEST SPRINGFIELD

AMOSTOWN ROAD

TRAFFIC PLANS

SHEET 26 OF 47

CONSTRUCTION NOTES


THERMOPLASTIC.




1

0

2

1

0

3

1

0

4

1

0

5

106

107

P

T

+

0

9

.

4

0

P

C

+

4

7

.

8

5

PT +42.67

C

O

U

N

T

R

Y

V

I

E

W

S

T

R

E

E

T

P

A

R

T

R

I

D

G

E

L

A

N

E

D

B

Y

L

+

X

X

+

X

X

D

B

Y

L

1

2

'

M

I

N

1

2

'

M

I

N

1

2

'

M

I

N

1

2

'

M

I

N

DBYL

RET

CONTINUED ON

SHEET NO. 22

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AMOSTOWN ROAD

TRAFFIC PLANS

SHEET 27 OF 47

CO

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8

CONSTRUCTION NOTES


THERMOPLASTIC.

2. WHERE EXISTING PAVEMENT MARKINGS ARE DIFFERENT

THAN PROPOSED MARKINGS SHOWN, REMOVE BY AN

APPROVED METHOD.


COUNTRY VIEW STREET

108109

110111

1

1

2

1

1

2

PC +63.87

P

T

+

4

8

.

9

5

D

E

W

E

Y

S

T

R

E

E

T

DBYL

SEE LADDER CROSSWALK DETAIL ON SHEET 43

S

L

8

'

C

W

12' MIN

12' MIN

RET

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WEST SPRINGFIELD

AMOSTOWN ROAD

TRAFFIC PLANS

SHEET 28 OF 47

CONSTRUCTION NOTES


THERMOPLASTIC.

2. WHERE EXISTING PAVEMENT MARKINGS ARE DIFFERENT

THAN PROPOSED MARKINGS SHOWN, REMOVE BY AN

APPROVED METHOD.


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AMOSTOWN ROAD

TRAFFIC SIGN SUMMARY

SHEET 29 OF 47

2004 EDITION"; AS AMENDED

HIGHWAY SIGNS,

SEE FHWA "STANDARD

NOTES:

1. HIGH INTENSITY REFLECTIVE SHEETING SHALL BE USED FOR ALL SIGNS. SEE FHWA "STANDARD HIGHWAY SIGNS, 2004 EDITION" FOR TEXT DIMENSIONS, AS AMENDED; THE 1977

MASSHIGHWAY DEPARTMENT CONSTRUCTION AND TRAFFIC STANDARD DETAILS, AS AMENDED, FOR SIGNS AND SUPPORTS; AND THE MASSHIGHWAY DEPARTMENT SIGN LISTINGS

1993 EDITION, AS AMENDED.

TRAFFIC SIGN SUMMARY

30"W11-2L 30"

W16-7p(L) 24" 12"

YELLOW BLACK BLACK

YELLOW BLACK BLACK

30"W11-2R 30" YELLOW BLACK BLACK

W16-7p(R) 24" 12" YELLOW BLACK BLACK

WHITE BLACK BLACK

R10-25 9" 12"

INCLUDED

UNDER

ITEM 824.211/824.212

4

TS POST

4 MTD ON

4

TS POST

4 MTD ON

4

TS POST

4 MTD ON

4

6.25

6.25

2.00

2.00

25.00

8.00

8.00

4 25.00

TS POST

4 MTD ON

SP-1 9" 12" YELLOW BLACK BLACKN/A1"C

1"C

1"C

1"C

1"C

1"

1"

1"

1.5"

1"

1.5"

4

TS POST

4 MTD ON

0.75 3.00

TS POST

4 MTD ON

SP-2 30" 30" YELLOW BLACK BLACK4P5-4

6.25 25.00

N/A4"C

4"C

4"C

3"

3"

11.5"

11.5"

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TEMPORARY TRAFFIC CONTROL PLAN

GENERAL NOTES & LEGEND

SHEET 30 OF 47

GENERAL NOTES

LEGEND

NTS

POLICE OFFICER

REFLECTORIZED DRUM

TEMPORARY CONSTRUCTION SIGN

TYPE III BARRICADE

TRAFFIC CONE

NOT TO SCALE

FLAGGER

TRAFFIC FLOW

PEDESTRIAN ROUTE

WORK AREA (PUBLIC ACCESS RESTRICTED)

CONSTRUCTION FENCE

TEMPORARY PEDESTRIAN BARRICADE

WS

L=

60

2

L= WS

W=

WIDTH OF ROADWAY TO BE

SHIFTED OR REDIRECTED IN FEET

POSTED SPEED

LANE TAPER LENGTH FORMULAS

S=

L=

POSTED SPEED LIMIT IN MPH

TAPER LENGTH IN FEET

GREATER THAN 40 MPH40 MPH OR LESS

155

15

BUFFER SPACING

SPEED

20

25

30

35

(MPH)

80

DISTANCE

115

200

(FEET)

250

OF

TR

AV

EL

OF

TR

AV

EL

DIR

EC

TIO

N

SLO

PE

12:1

SLO

PE

12:1

DIR

EC

TIO

N

SLOPE 12:1

SLOPE 12:1

NOTES:

1. SQUARE OFF THE FULL WIDTH OF THE ROADWAY AT THE END OF WORK

DAY

2. ** CONTRACTOR SHALL INSTALL W8-1, W8-3, OR W8-8 SIGN, AS

APPROPRIATE, ON ALL ROADWAYS IN ADVANCE OF THE TRANSITION

UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

SCALE: NTS

TEMPORARY PAVEMENT TRANSITION

W8-SERIES

**

A

A

WORK AREA

REFLECTORIZED

DRUMS @ 10' O.C.

W8-SERIES

**

NOTE:

1. CONTRACTOR SHALL INSTALL W8-9 SIGN ON ALL ROADWAYS

350 FT IN ADVANCE OF THE START OF DROP-OFF CONDITION.

1

V

:4

H

(M

IN

)

1

V

:6

H

(D

E

S

IR

E

D

)

REFLECTORIZED DRUM

TEMPORARY

COMPACTED GRAVEL

BORROW SLOPE

24" MINWORK AREA TRAVEL WAY

4" TO 24"

EXCAVATION

SCALE: NTS

TYPICAL ROADWAY DROP-OFF PROTECTION

ADVANCE SIGN SPACING

DISTANCE BETWEEN SIGNS (FEET)

BA C D

350 150 350 350ALL ROADWAYS

REFLECTORIZED DRUMS WITH SEQUENTIAL

FLASHING WARNING LIGHTS (SEE NOTE 7)

1. ALL CONSTRUCTION SIGNING, TEMPORARY TRAFFIC CONTROL DEVICES, AND ROADSIDE ELEMENTS SHALL CONFORM

WITH THE 2009 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS AMENDED, THE MASSDOT STANDARD

DETAILS AND DRAWINGS FOR THE DEVELOPMENT OF TEMPORARY TRAFFIC CONTROL PLANS, THE LATEST

REVISIONS OF THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS, (AASHTO)

ROADSIDE DESIGN GUIDE, AASHTO POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, AND NATIONAL

COOPERATIVE HIGHWAY RESEARCH PROGRAM (NCHRP) REPORT 350 OR THE AASHTO MANUAL FOR ASSESSING

SAFETY HARDWARE (MASH).

2. WORK HOURS SHALL BE 7AM TO 6PM UNLESS OTHERWISE APPROVED BY THE TOWN. ANY WORK DURING PEAK

PERIODS (MONDAY THRU FRIDAY, 7AM-9AM AND 4PM-6PM) SHALL BE COORDINATED IN ADVANCE.

3. NO WORK SHALL OCCUR WITHIN THE PUBLIC WAY ON STATE RECOGNIZED HOLIDAYS UNLESS OTHERWISE

APPROVED BY THE ENGINEER.

4. ALL TEMPORARY PEDESTRIAN PATHWAYS SHALL COMPLY FULLY WITH ALL REQUIREMENTS OF THE MUTCD AND ALL

APPLICABLE MASSACHUSETTS ARCHITECTURAL ACCESS BOARD (MAAB) AND AMERICANS WITH DISABILITIES ACT

ACCESSIBILITY GUIDELINES (ADAAG) REQUIREMENTS AND PUBLIC RIGHTS-OF WAY ACCESSIBILITY GUIDELINES

(PROWAG).

5. ALL DRUMS OUTSIDE TAPERS SHALL BE SET AT 20' ON CENTER MAX. UNLESS OTHERWISE NOTED OR ADJUSTED BY

THE ENGINEER.

6. ALL DRUMS SHALL BE APPROXIMATELY PLACED AND MOVED AS NECESSARY TO MAINTAIN SAFE AND REASONABLE

ABUTTER ACCESS. WORK MAY REQUIRE ADDITIONAL SIGNS, DRUMS AND OTHER TRAFFIC CONTROL DEVICES,

GRADING AND TEMPORARY PAVEMENT FOR PASSAGE OF PEDESTRIAN, VEHICULAR AND EMERGENCY TRAFFIC

THROUGH THE WORK AREAS, BOTH DURING AND AFTER WORKING HOURS, TO MAINTAIN SUCH ACCESS.

7. THE FIRST 5 DRUMS ON TAPERS SHALL BE REFLECTORIZED DRUMS WITH TYPE A FLASHING WARNING LIGHTS.

8. REFLECTORIZED CONES SHALL BE A MINIMUM OF 36 INCHES IN HEIGHT.

9. CONES MAY BE USED IN LIEU OF DRUMS OUTSIDE OF TAPER AREAS.

10. THE CONTRACTOR SHALL NOTIFY EACH ABUTTER AT LEAST 24 HOURS IN ADVANCE OF THE START OF ANY WORK

THAT WILL REQUIRE THE TEMPORARY CLOSURE OR RESTRICTION OF ACCESS.

11. FOR DROP-OFFS 4" OR LESS WITHIN THE CLEAR ZONE, CONDITION MAY BE MITIGATED WITH W8-9 (LOW SHOULDER)

SIGN OR TEMPORARY CHANNELIZATION DEVICES. FOR DROP-OFFS GREATER THAN 4" BUT NO MORE THAN 12",

DETERMINE WHETHER IT IS MORE COST EFFECTIVE TO INSTALL BOTH TEMPORARY CHANNELIZATION DEVICES AND A

1V:4H (MIN) TO 1V:6H (DESIRED) WEDGE OR TO REMOVE THE HAZARD. FOR DROP-OFFS GREATER THAN 12" BUT NO

MORE THAN 24", DETERMINE WHETHER IT IS MORE COST EFFECTIVE TO MAINTAIN AN ADDITIONAL 5' OF SHOULDER

WIDTH AND INSTALL BOTH TEMPORARY CHANNELIZATION DEVICES AND A 1V:6H (DESIRE) WEDGE OR TO REMOVE

THE HAZARD. FOR DROP-OFFS 24" OR GREATER USE BARRIER IN ACCORDANCE WITH MASSDOT WORK ZONE

POSITIVE PROTECTION GUIDELINES.

12. CONTRACTOR SHALL STAGE WORK SUCH THAT A DROP-OFF OF NO MORE THAN 12" AT THE END OF EACH WORK DAY

EXISTS WITHIN THE CLEAR ZONE AT ANY TIME AND ENSURE DROP-OFF IS MITIGATED WITHOUT BARRIER PER NOTE

11.

13. CONSTRUCTION CLEAR ZONE SHALL BE IN ACCORDANCE WITH MASSDOT SAFETY/TRAFFIC GUIDELINES AS FOLLOWS:

4' IF POSTED SPEED IS LESS THAN 35 MPH

8' IF POSTED SPEED IS 35 MPH



14. 11' MINIMUM LANE WIDTHS SHALL BE MAINTAINED UNLESS OTHERWISE NOTED.

15. TEMPORARY TRAFFIC CONTROL DEVICES AND SIGNS SHALL BE COVERED OR REMOVED DURING NON-WORKING

HOURS WHEN NOT IN USE.

16. SIGNS INSTALLED ON PORTABLE STANDS REQUIRE 12 INCH MINIMUM MOUNTING HEIGHT FROM THE ROADWAY

SURFACE TO THE BOTTOM OF THE SIGN.

17. SIGNS INSTALLED ON PORTABLE STANDS PLACED AMONG CHANNELIZATION DEVICES REQUIRE A 36 INCH MINIMUM

MOUNTING HEIGHT FROM THE ROADWAY SURFACE TO THE BOTTOM OF THE SIGN.

18. SIGNS MOUNTED ON P5 POSTS REQUIRE A MINIMUM 84 INCH MOUNTING HEIGHT FROM THE ROADWAY OR SIDEWALK

SURFACE TO THE BOTTOM OF THE SIGN.

19. ALL SIGNS SHALL BE MOUNTED ON THEIR OWN NCHRP 350 AND/OR MASH CRASH TESTED SIGN SUPPORTS AND

INSTALLED IN ACCORDANCE WITH THE MUTCD.

20. MA-W20-7b SIGNS SHALL BE REPLACED BY W20-7 SIGNS WHEN FLAGGERS ARE USED IN LIEU OF POLICE OFFICER

DETAILS.

21. W21-7 SIGNS SHALL BE INSTALLED IN ADVANCE (100' MIN) OF AREAS WHERE UTILITY CASTINGS HAVE BEEN RAISED IN

ADVANCE OF PAVING OPERATIONS OR AS REQUESTED BY THE ENGINEER.

22. W8-15 SIGNS SHALL BE INSTALLED IN ADVANCE (100' MIN) OF PAVEMENT MILLING AREAS OR AS REQUESTED BY THE

ENGINEER.

23. TEMPORARY MARKINGS SHALL BE WATER-BORNE PAINT OR SURFACE-APPLIED REMOVEBLE TAPE, AS APPROVED BY

THE ENGINEER.

24. ALL TEMPORARY CROSSWALKS AND STOP LINES SHALL BE 12 INCHES WIDE.

25. ALL TEMPORARY DOUBLE YELLOW LINES (DBYL) SHALL BE 6 INCHES WIDE.

26. WHEN UTILIZING TYPICAL TRAFFIC CONTROL DETAILS OR STAGING SETUPS, COVER EXISTING CONFLICTING

ADVANCE WARNING SIGNS AS REQUIRED TO COMPLETE THE WORK.

27. CONTRACTOR SHALL SECURE WORK AREAS TO PREVENT UNAUTHORIZED ACCESS AT ALL TIMES.

28. THERE IS NO DESIGNATED BICYCLE LANE ON THE ROADWAY WITHIN THE PROJECT LIMITS. BICYCLES ARE EXPECTED

TO SHARE THE ROAD WITH GENERAL VEHICULAR TRAFFIC.

R4-7b

R4-7b

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TYPICAL DETAILS

SHEET 31 OF 47

W20-1c

DBYL

DBYL

REFLECTORIZED DRUMS @ 10' O.C.

IN TAPER AREAS


W1-4R

TRAFFIC CONES @ 10' O.C.

MA-R2-10a

W5-1

MA-R2-10a

W5-1


(SEE GENERAL NOTE 9)

NOTES:

1. SEE TAPER LENGTH FORMULA ON TTCP GENERAL NOTES & LEGEND SHEET.

2. SEE BUFFER SPACING CHART ON TTCP GENERAL NOTES & LEGEND SHEET.

3. REFER TO ADVANCE SIGN SPACING TABLE ON TTCP GENERAL NOTES & LEGEND SHEET.

SCALE: NTS

TYPICAL TWO-WAY STREET LANE SHIFT

L/2

(SEE NOTE 1)

DCA

B

WORK AREA

BUFFER

(SEE NOTE 2)

L/2

(SEE NOTE 1)

D C A

B

100'

100'

W

11'

W

MA-R2-10e

W1-4L

MA-R2-10e

W20-1c

W1-4R

11'

W1-4L

DATE: JULY 2019DWG: TTCP2a

DBYL

DBYL

PROP TYPE III BARRICADE (TYP)


SEE GENERAL NOTE 9


IN TAPER AREAS

NOTES:


2. ** SEE NOTE 20 ON TTCP GENERAL NOTES & LEGEND SHEET.

MA-R2-10a

W20-4c

MA-R2-10a

W20-4c

OR

OR

**

SCALE: NTS

TYPICAL TWO-WAY STREET LANE CLOSURE ALTERNATING TRAFFIC

100' MAXDCA

B

100' MAX D

D

B

BUFFER

100'-150' WORK AREA

11' MIN

MA-R2-10e

W20-1c

MA-W20-7b

W20-1c

MA-R2-10e

**

MA-W20-7b

C A

W20-2c

W20-2c

W20-1c

W20-1c

MA-R2-10e

MA-R2-10e

NOTE:


TYPE III BARRICADE

W/ R11-2 & M4-10R/L SIGNS (TYP)

MA-R2-10a

W20-3c

MA-R2-10a

W20-3c

R3-2

R3-1

W20-1c

W20-3c

W20-2c

MA-R2-10e


SCALE: NTS

TYPICAL LOCAL ROAD CLOSURE

DCA

B

D

C

A

B

D C A

B

MA-R2-10a

W20-2c

W20-2c

W20-1c

W20-1c

MA-R2-10e

MA-R2-10e

TYPE III BARRICADE

W/ R11-2 SIGN (TYP)

MA-R2-10a

W20-3c

MA-R2-10a

W20-3c

R3-2

R3-1

W20-1c

W20-3c

W20-2c

MA-R2-10e


SCALE: NTS

TYPICAL LOCAL ROAD CLOSURE WITH LOCAL ACCESS

NOTE:


DCA

B

D

C

A

B

D C A

B

MA-R2-10a

TYPE III BARRICADE

W/ R11-3a & M4-10R/L SIGNS (TYP)

VA

RIE

S


MA-W20-7b

W20-4c

MA-W20-7b

W20-1c

W20-1c

W20-1c

MA-R2-10e

MA-R2-10e

MA-R2-10e

WORK AREA


(SEE GENERAL NOTE 7)


MA-R2-10a

MA-R2-10a

W20-4c

W20-4c

W20-1c

W20-4c

MA-W20-7b

D C A

B

100'

MAX

DC

A

B

10

0'

MA

X

50

'

MA

X

DCA

B

DC

A

B

11'

TYP

11

'

TY

P

NOTE:

1. ADVANCE WARNING SIGN PLACEMENT TO BE ADJUSTED AS NECESSARY.


SCALE: NTS

ONE LANE BI-DIRECTIONAL TRAFFIC AT INTERSECTIONS

MA-W20-7b

MA-R2-10a

MA-R2-10a

MA-R2-10e

DATE: JULY 2019DWG: TTCP4c

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TYPICAL DETAILS

SHEET 32 OF 47

TEMPORARY CURB RAMP-PARALLEL TO CURB

1"

12" MIN

1

2

"

M

IN

1"

NOTES:

1. CURB RAMPS SHALL BE 60" MINIMUM WIDTH WITH A

FIRM, STABLE AND NON-SLIP SURFACE.

2. PROTECTIVE EDGING WITH A 2" MINIMUM HEIGHT

SHALL BE INSTALLED WHEN THE CURB RAMP OR

LANDING PLATFORM HAS A VERTICAL DROP OF 6" OR

GREATER OR HAS A SIDE APRON SLOPE STEEPER

THAN 1:3 (33%). PROTECTIVE EDGING SHOULD BE

CONSIDERED WHEN THE CURB RAMPS OR LANDING

PLATFORMS HAVE A VERTICAL DROP OF 3" OR MORE.

3. DETECTABLE EDGING WITH 6" MINIMUM HEIGHT AND

CONTRASTING COLOR SHALL BE INSTALLED ON ALL

CURB RAMP LANDINGS WHERE THE WALKWAY

CHANGES DIRECTION (TURNS).

4. THE CURB RAMP WALKWAY AND LANDING AREA

SURFACE SHALL BE OF A SOLID CONTINUOUS

CONTRASTING COLOR ABUTTING UP TO THE

EXISTING SIDEWALK.

5. CURB RAMPS AND LANDINGS SHOULD HAVE A 1:50

(2%) MAX CROSS-SLOPE.

6. CLEAR SPACE OF 48"x48" MINIMUM SHALL BE

PROVIDED ABOVE AND BELOW THE CURB RAMP.

7. WATER FLOW IN THE GUTTER SYSTEM SHALL HAVE

MINIMAL RESTRICTION.

8. LATERAL JOINTS OR GAPS BETWEEN SURFACES

SHALL BE LESS THAN 0.5" WIDTH.

9. CHANGES BETWEEN SURFACE HEIGHTS SHOULD

NOT EXCEED 0.5" LATERAL EDGES SHOULD BE

VERTICAL UP TO 0.25" HIGH, AND BEVELED AT 1:2

BETWEEN 0.25" AND 0.5" HEIGHT.

10. IF A TEMPORARY PEDESTRIAN RAMP LEADS TO A

CROSSWALK, THEN A DETECTABLE WARNING PAD

MUST BE ADHERED TO THE BASE OF THE RAMP. IF IT

LEADS TO A PROTECTED PEDESTRIAN BYPASS THAT

DOES NOT CONFLICT WITH VEHICULAR TRAFFIC,

THEN A PAD SHALL NOT BE INSTALLED ON THE

RAMP.

TEMPORARY CURB RAMP-PERPENDICULAR TO CURB

2-4" WIDE CONTRAST EDGE MARKING

YELLOW NON-SLIP PROTECTION (TYP)

GRANITE CURB

6" REVEAL (TYP)

CLEAR SPACE

DETECTABLE WARNING PANEL

PROTECTIVE EDGING

2" MIN HEIGHT

DETECTABLE EDGING

6" MIN HEIGHT

60"x60" MIN

TURNING AREA

JOINT/GAP TREATMENT

YELLOW NON-SLIP

PROTECTION (TYP)

2-4" WIDE CONTRAST EDGE MARKING

PROTECTIVE EDGING

2" MIN HEIGHT

GRANITE CURB

6" REVEAL (TYP)

2" MIN.

JOINT/GAP TREATMENT

2.0% SLOPE MAX

TEMPORARY CURB RAMPS

SCALE: NTS


NOTES:

1. ADDITIONAL ADVANCE WARNING SIGNS MAY BE NECESSARY AS

DETERMINED BY THE ENGINEER.

2. CONTROLS FOR PEDESTRIAN TRAFFIC ONLY, ARE SHOWN. VEHICULAR

TRAFFIC SHALL BE MAINTAINED AS SHOWN ELSEWHERE.

3. STREET LIGHTING SHOULD BE CONSIDERED WHEN LOCATING CONTROL

DEVICES.

4. INDICATES DIRECTION OF PEDESTRIAN TRAVEL.

5. IF THE WORK ZONE DOES NOT PERMIT PEDESTRIANS TO TRAVEL

ADJACENT TO IT AS SHOWN IN PEDESTRIAN BYPASS TYPE I, THE

APPROPRIATE SIGNS SHALL BE INSTALLED TO CROSS PEDESTRIANS TO

THE OPPOSITE SIDE OF THE STREET AT EXISTING OR TEMPORARY

CROSSWALKS AS SHOWN IN PEDESTRIAN BYPASS TYPE II, AND AS

DIRECTED BY THE ENGINEER.

6. PROPOSED TEMPORARY CROSSWALKS SHALL BE 12" WIDE SURFACE

APPLIED TAPE OR REFLECTORIZED PAINT AS DIRECTED BY THE ENGINEER.

7. ALL TEMPORARY PEDESTRIAN PATHWAYS SHALL COMPLY FULLY WITH ALL

REQUIREMENTS OF THE MUTCD AND ALL APPLICABLE MAAB AND ADAAG

REQUIREMENTS AND INCLUDE THE USE OF A COMPLIANT TEMPORARY

PEDESTRIAN MANAGEMENT GUIDANCE SYSTEM AT ALL TIMES.

8. CONTRACTOR SHALL MAINTAIN AS WIDE OF A PEDESTRIAN ACCESS AS

POSSIBLE AT ALL TIMES. EXCEPT WHERE NECESSARY, THE CONTRACTOR

MAY TEMPORARILY REDUCE PEDESTRIAN PATHWAYS TO 4 FEET IN WIDTH

(EXCLUDING CURB) FOR NO MORE THAN 200 LINEAR FEET AT A TIME IN

ACCORDANCE WITH ALL STANDARDS. A 5' x 5' PASSING AREA SHALL BE

PROVIDED IN INTERVALS NOT EXCEEDING 200 FEET.

9. TEMPORARY WHEELCHAIR RAMPS SHALL BE CONSTRUCTED IN

ACCORDANCE WITH MASSDOT, MAAB, AND ADAAG REQUIREMENTS.

10.TEMPORARY PEDESTRIAN BARRICADE SHALL BE PAID FOR UNDER ITEM

852.11 TEMPORARY PEDESTRIAN BARRICADE.

11.TEMPORARY PEDESTRIAN CURB RAMPS SHALL BE PAID FOR UNDER ITEM

852.12 TEMPORARY PEDESTRIAN CURB RAMP.

12. * INDICATES SIGNS ARE NOT REQUIRED IF EXISTING CROSSWALKS ARE

USED.

TRAVEL LANE

TRAVEL LANE

EXISTING SIDEWALK

EXISTING SIDEWALK

WORK AREA ENCLOSED

W/CONSTRUCTION FENCING

R9-11aL MTD ON

TYPE III BARRICADE

R9-11aR MTD ON

TYPE III BARRICADE

M4-9bRM4-9bLM4-9bRM4-9bL

PEDESTRIAN BYPASS TYPE II

PEDESTRIAN BYPASS TYPE I

TEMP PEDESTRIAN

BARRICADE (TYP)

SCALE: NTS

PEDESTRIAN BYPASS DETAIL

EXIST

CROSSWALKS

EXIST WCR (TYP)

TRAVEL LANE

TEMP CURB RAMP -

PARALLEL TO THE

CURB (SEE DETAIL)

TYPE III BARRICADE (TYP)

R9-9, M4-9bSL

EXISTING

SIDEWALK

EXISTING

SIDEWALK

R9-9, M4-9bSR

TEMP PEDESTRIAN

BARRICADE (TYP)

PEDESTRIAN PATH

(5' MIN WIDTH)

SEE TYPICAL TWO-WAY STREET LANE

SHIFT DETAIL

TRAVEL LANE

13

60

3.0

0_

HD

(T

MP

).D

WG

10

-M

ar-2

02

0 4

:0

0 P

MP

lo

tte

d o

n

WEST SPRINGFIELD

AMOSTOWN ROAD


TEMPORARY SIGN SUMMARY

SHEET 33 OF 47

M4-9bsL

M4-9bsR

30" 24"

30" 24"

ORANGE

BLACK BLACKESCENT

FLUOR-

ORANGE

BLACK BLACKESCENT

FLUOR-

IDENTIFI-

CATION

NUMBER

SIZE OF SIGN

WIDTH HEIGHT

TEXT

TEXT DIMENSIONS (INCHES)

LETTER

HEIGHT

VERTICAL

SPACING

ARROW

RTE. MKR.

COLOR

BACK-

GROUND

LEGEND BORDER

24"R9-9 12" M4-9bL

36"W1-4L 36"


HIGHWAY SIGNS,

SEE FHWA "STANDARD

TEMPORARY TRAFFIC CONTROL SIGN SUMMARY

ORANGE

BLACK BLACK30" 24"

W5-1

WHITE

36" 36"

MA-R2-10a 48" 36"

MA-R2-10e

W20-1c 36" 36"

ESCENT

FLUOR-

BLACK BLACK

BLACK BLACK

ORANGE

ESCENT

FLUOR-

WHITE

ORANGE

ESCENT

FLUOR-

AS PER MASSDOT

STANDARD

36" 48"

BLACK BLACK

BLACK BLACK

WHITE

ORANGE

BLACK BLACKESCENT

FLUOR-

ORANGE

BLACK BLACKESCENT

ORANGE

BLACK BLACKESCENT

FLUOR-

W20-4c 36" 36"

ORANGE

BLACK BLACKESCENT

FLUOR-

MA-W20-7b 36" 36"

ORANGE

BLACK BLACKESCENT

FLUOR-

W21-7 36" 36"

ORANGE

BLACK BLACKESCENT

FLUOR-

36"W1-4R 36"

ORANGE

BLACK BLACKESCENT

FLUOR-

NOTES:

1. HIGH INTENSITY REFLECTIVE SHEETING SHALL BE USED FOR ALL SIGNS. SEE FHWA "STANDARD HIGHWAY SIGNS, 2004 EDITION" FOR TEXT

DIMENSIONS, AS AMENDED; THE 1977 MASSHIGHWAY DEPARTMENT CONSTRUCTION AND TRAFFIC STANDARD DETAILS, AS AMENDED, FOR

SIGNS AND SUPPORTS; THE MASSHIGHWAY DEPARTMENT SIGN LISTINGS 1993 EDITION, AS AMENDED; THE 2009 MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES FOR MOUNTING REQUIREMENTS; AND THE 2017 MassDOT STANDARD SIGNS BOOK, AS AMENDED.

2. ALL SIGNS SHOWN GRAPHICALLY FOR INFORMATION ONLY. SIGN VENDOR SHALL FABRICATE ALL SIGNS IN ACCORDANCE WITH THE

APPLICABLE STANDARDS.

R9-11aL 24" WHITE

SIZE OF SIGN

WIDTH HEIGHT

TEXT

TEXT DIMENSIONS (INCHES)

LETTER

HEIGHT

VERTICAL

SPACING

ARROW

RTE. MKR.

COLOR

BACK-

GROUND

LEGEND BORDER

TEMPORARY TRAFFIC CONTROL SIGN SUMMARY (CONTINUED)

R4-7b BLACK BLACKWHITE24" 30"

W20-7 36" 36"

ORANGE

BLACK BLACKESCENT

FLUOR-


HIGHWAY SIGNS,

SEE FHWA "STANDARD

M4-9bR

ORANGE

BLACK BLACK30" 24" ESCENT

FLUOR-

BLACK BLACKR9-11aR WHITE

FLUOR-

AS PER MASSDOT

STANDARD

W8-9 36" 36"

ORANGE

BLACK BLACKESCENT

FLUOR-

W8-8

W8-3

W8-1

36" 36"

36" 36"

ORANGE

BLACK BLACKESCENT

FLUOR-

ORANGE

BLACK BLACKESCENT36" 36"

ORANGE

BLACK BLACKESCENT

FLUOR-

FLUOR-

ORANGE

BLACK - - -ESCENT

FLUOR-

ORANGE

BLACKESCENT

FLUOR-

M4-10L

M4-10R - - -

48" 18"

48" 18"

36" 36"

ORANGE

BLACK BLACKESCENT

FLUOR-

36" 36"

ORANGE

BLACK BLACKESCENT

FLUOR-

W20-2c

W20-3c

R3-1

BLACK

BLACKWHITE24" 24"

RED/

R3-2

BLACK

BLACKWHITE24" 24"

RED/

BLACK BLACKR11-2 48" 30" WHITE

BLACK BLACKR11-3a 60" 30" WHITE

________

________

12"

24" 12"

IDENTIFI-

CATION

NUMBER


HIGHWAY SIGNS,

SEE FHWA "STANDARD

ROAD

CLOSED

AHEAD

ONE LANE

ROAD

AHEAD

POLICE

OFFICER

AHEAD

DOUBLED

FINES

SPEEDING

WORK ZONE

FINES END

DOUBLE

WORK

END ROAD

SIDEWALK

CLOSED

ROAD

WORK

AHEAD

UTILITY

WORK

AHEAD

1

2

3

4

5

6

7

1

5

"

D

E

C

1

0

0

1

0

1

1

0

2

P

C

+

2

5

.

8

6

P

T

+

0

9

.

4

0

1

0

0

+

0

0

A

M

O

S

T

O

W

N

R

O

A

D

C

O

U

N

T

R

Y

V

I

E

W

S

T

R

E

E

T

D

E

W

E

Y

S

T

R

E

E

T

A

M

O

S

T

O

W

N

R

O

A

D

N

/

F

P

A

U

L

T

.

A

N

D

D

O

R

E

E

N

S

.

G

A

L

L

A

G

H

E

R

D

E

E

D

B

O

O

K

/

P

A

G

E

7

6

1

4

/

8

1

A

S

S

E

S

S

O

R

'S

M

A

P

/

P

A

R

C

E

L

0

6

4

-

0

0

8

-

0

0

7

N

/

F

R

Y

S

Z

A

R

D

M

.

A

N

D

J

O

C

E

L

Y

N

M

I

L

E

W

S

K

I

D

E

E

D

B

O

O

K

/

P

A

G

E

2

1

9

6

2

/

2

2

1

A

S

S

E

S

S

O

R

'

S

M

A

P

/

P

A

R

C

E

L

0

6

4

-

0

0

9

-

0

0

2

N

/

F

J

U

S

T

I

N

T

.

A

N

D

K

R

I

S

T

I

L

.

L

A

L

L

Y

D

E

E

D

B

O

O

K

/

P

A

G

E

1

7

2

4

5

/

5

4

4

A

S

S

E

S

S

O

R

'

S

M

A

P

/

P

A

R

C

E

L

0

6

4

-

0

0

9

-

0

0

7

N

/

F

G

A

R

Y

D

.

A

N

D

A

N

N

M

.

K

E

E

F

E

D

E

E

D

B

O

O

K

/

P

A

G

E

1

9

4

2

5

/

9

1

A

S

S

E

S

S

O

R

'

S

M

A

P

/

P

A

R

C

E

L

0

6

4

-

0

0

9

-

0

0

3

N

/

F

T

O

W

N

O

F

W

E

S

T

S

P

R

I

N

G

F

I

E

L

D

P

L

A

N

B

O

O

K

/

P

A

G

E

3

2

4

/

5

1

D

E

E

D

B

O

O

K

/

P

A

G

E

1

2

1

8

9

/

4

4

8

A

S

S

E

S

S

O

R

'

S

M

A

P

/

P

A

R

C

E

L

0

6

4

-

0

0

4

-

0

1

5

N

/

F

J

A

M

E

S

S

.

D

O

T

I

W

A

L

L

A

A

N

D

K

I

M

B

E

R

L

Y

J

.

D

O

T

I

W

A

L

L

A

D

E

E

D

B

O

O

K

/

P

A

G

E

8

5

3

9

-

5

2

3

A

S

S

E

S

S

O

R

'

S

M

A

P

/

P

A

R

C

E

L

0

6

4

-

0

0

6

-

0

1

0

N

/

F

K

A

M

L

E

S

H

C

.

P

A

T

E

L

A

N

D

P

I

N

K

Y

K

.

P

A

T

E

L

D

E

E

D

B

O

O

K

/

P

A

G

E

1

2

4

4

5

-

1

1

7

A

S

S

E

S

S

O

R

'

S

M

A

P

/

P

A

R

C

E

L

0

6

4

-

0

0

6

-

0

0

9

N

/

F

K

Y

L

E

F

E

L

S

E

N

T

R

E

G

E

R

D

E

E

D

B

O

O

K

/

P

A

G

E

2

2

8

3

1

-

3

4

6

A

S

S

E

S

S

O

R

'

S

M

A

P

/

P

A

R

C

E

L

0

6

4

-

0

0

6

-

0

0

8

N

/

F

J

O

H

N

P

.

H

A

M

M

O

N

D

A

N

D

M

A

R

Y

E

L

L

E

N

H

A

M

M

O

N

D

D

E

E

D

B

O

O

K

/

P

A

G

E

1

6

2

3

7

-

1

9

0

A

S

S

E

S

S

O

R

'

S

M

A

P

/

P

A

R

C

E

L

T

R

O

T

T

E

R

S

W

A

L

K

9' - 12" RCP

3

8

'

-

1

2

"

R

C

P

9' - 12" RCP

59

58

60

61

80

1

5

0

'

-

1

2

"

R

C

P

46' - 12" R

CP

81

10' - 1

2" R

CP

83

84

7

'

-

1

2

"

R

C

P

88

861

0

'

-

1

2

"

R

C

P

87

1

1

'

-

1

2

"

R

C

P

6

8

'

-

1

2

"

1

8

6

'

-

1

2

"

REALIGN 2" GAS LINE

AROUND CB-58 IF

GAS LINE IS IN

CONFLICT

170

1

1

' - 1

2

" R

C

P

171

4

'

-

1

2

"

R

C

P

5

2

1

5

1

'

-

8

"

D

I

2

9

'

-

8

"

D

I

7

3

'

-

8

"

D

I

R&R HYD

3 FT - 6" DI PIPE

PROP 22.5° BEND

PROP 45° BEND

DRAINAGE STRUCTURE DATA

NO.

2

5

58

59

60

TYPE

CIT

CIT

CBCI

CB

DMH

STATION

1+55.1

20.4 RT

2+00.7

14.0 LT

100+52.4

12.6 LT

100+44.2

12.5 RT

100+49.0

0.3 RT

RIM ELEV.

232.32

232.62

231.58

231.95

231.67

INV. IN

(170) 226.14

(171) 228.45

(59) 226.50

(58) 226.00

(80) 226.40

INV. OUT

228.20

227.90

226.50

227.00

225.20

REMARKS

Concentric Cylindrical Structure NF


5' DIA. W/ OFFSET OPENING


NO.

61

80

81

83

84

TYPE

DMH

DMH

CB

CB

DMH

STATION

1+60.9

7.9 LT

1+98.2

89.8 LT

2+08.4

81.3 LT

1+41.5

17.7 LT

1+44.9

7.9 LT

RIM ELEV.

231.49

232.78

232.90

230.83

231.12

INV. IN

(60) 224.50

(4) 223.34

(79) 228.40

(81) 228.40

(83) 224.70

INV. OUT

223.34

228.30

228.80

225.70

223.20

REMARKS


NO.

86

87

88

170

171

TYPE

DMH

CB

CB

GICI

GICI

STATION

6+02.9

0.6 RT

6+02.8

15.7 RT

6+02.6

12.9 LT

1+41.6

15.0 RT

2+07.9

14.8 LT

RIM ELEV.

254.70

254.35

254.66

230.93

232.94

INV. IN

(88) 247.40

(87) 247.40

INV. OUT

246.40

248.40

248.40

226.74

228.74

REMARKS


Rectangular Structure Slab Top Rectangular Frame

Rectangular Structure Slab Top Rectangular Frame

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 3

5

13

60

3.0

0_

HD

(U

TIL

).D

WG

10

-M

ar-2

02

0 4

:0

0 P

MP

lo

tte

d o

n

20

SCALE: 1" = 20'

0 50 100

WEST SPRINGFIELD

AMOSTOWN ROAD

UTILITY PLANS

SHEET 34 OF 47

CONTINUED ON

SHEET NO. 39

8

9

10

11

12

1

3

1

4

AMOSTOWN ROAD

R&R

N/F

MARK AND MIC

HELLE

BISEINERE



N/F

REBECCA L.

GEARY



N/F

ION

DRUCIOC



N/F

ROGER G. A

ND EILEEN M.

ROUSSEAU



N

/

F

C

E

C

E

L

I

A

A

N

D

J

E

F

F

R

E

Y

W

.

L

A

P

O

R

T

E

D

E

E

D

B

O

O

K

/

P

A

G

E

2

1

4

6

3

/

2

1

9

A

S

S

E

S

S

O

R

'

S

M

A

P

/

P

A

R

C

E

L

0

6

4

-

0

0

4

-

0

1

2

N/F

JOHN P. HAMMOND

AND

MARY ELLEN HAMMOND



064-006-007

N/F

JOSEPH H. S

TRAIN

AND

PATRICIA A. S

TRAIN



064-006-006

N/F

DONALD M. H

UNTER



064-006-005

N/F

DANIEL G. G

OMES

AND

JAMIE L. GOMES



064-006-004

N/F

ROBERT P. FORTIN

AND

ANN M. F

ORTIN



064-006-003

R

E

P

L

A

C

E

W

I

T

H

O

F

F

S

E

T

T

O

P

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 3

4

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 3

6

13

60

3.0

0_

HD

(U

TIL

).D

WG

10

-M

ar-2

02

0 4

:0

0 P

MP

lo

tte

d o

n

20

SCALE: 1" = 20'

0 50 100

WEST SPRINGFIELD

AMOSTOWN ROAD

UTILITY PLANS

SHEET 35 OF 47

E

X

IS

T

IN

G

T

O

W

N

L

A

Y

O

U

T

1

3

1

4

1

5

1

6

1

7

18

19

A

M

O

S

T

O

W

N

R

O

A

D

P

E

A

S

E

A

V

E

N

U

E




N/F

SCOTT A.

ASHLEY



N/F

ARCHER REALTY TRUST



N/F

VICTOR AND LYUBOV

MOSIJCHUK



N/F

SYLVIA A.

HUNTER



N

E

W

E

N

G

L

A

N

D

T

E

L

E

P

H

O

N

E

A

N

D

T

E

L

E

G

R

A

P

H

E

A

S

E

M

E

N

T

A

S

S

H

O

W

N

I

N

P

L

A

N

B

O

O

K

1

2

2

P

A

G

E

9

2

A

M

O

S

T

O

W

N

R

O

A

D

N/F

SERGEY PAVLYUK

AND

VALENTINA PAVLYUK


N/F

GLENN A. GRABOWSKI



064-006-001

N/F

JOHN AVGOUSTAKIS

AND

NICOLE AVGOUSTAKIS



055-007-009

N/F

CHAD S. LABONTE

AND

NICOLE P. LABONTE



055-007-010

1

7

'

-

1

0

"

D

I

P

REPLACE WITH

OFFSET TOP

4

'

-

1

2

"

R

C

P

30

29

34

33

R&D F&G, PROP F&C,

MAINTAIN SUMP


NO.

29

30

33

34

TYPE

EX CB

GICI

CIT

CBCI

STATION

14+59.7

15.5 RT

14+78.9

12.7 RT

18+64.4

15.5 RT

18+57.0

12.2 RT

RIM ELEV.

286.55

287.40

284.20

284.70

INV. IN

(30) 282.40

(34) 279.30

INV. OUT

280.00

284.80

279.20

279.40

REMARKS

R&D F&G, PROP F&C, MAINTAIN SUMP


13

60

3.0

0_

HD

(U

TIL

).D

WG

10

-M

ar-2

02

0 4

:0

0 P

MP

lo

tte

d o

n

20

SCALE: 1" = 20'

0 50 100

WEST SPRINGFIELD

AMOSTOWN ROAD

UTILITY PLANS

SHEET 36 OF 47

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 3

5

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 3

7

19

20

21

22

23

24

25

PEASE AVENUE

GO

LD

EN

VIE

W D

RIV

E

P

H

E

A

S

A

N

T

S

C

R

O

S

S

IN

G

N/F


HEBERT



N/F


MACERO



N/F

ROBERT H.

PORTER



N/F

ROBERT H.

FYDENKEVEZ



N/F


BERRY



055-007-005

P

H

E

A

S

A

N

T

S

C

R

O

S

S

IN

G

N/F

JOHN AVGOUSTAKIS

AND

NICOLE AVGOUSTAKIS



055-007-009

N/F

ROBERT C. ROY

AND

KATHLEEN J. ROY



055-007-008

N/F

JONATHAN P. STARR

AND

ASHLEY L. STARR



055-007-007

N/F

AMANDIO MUCHE

AND

PATRICIA M. MUCHE



055-007-006

24' - 12" R

CP

4

' -

1

2

"

R

C

P

37

39

48

49

20

8

' -

1

2

"

R

C

P

7

' -

4

"

BREAK 4" CLAY PIPE AND ATTACH

THE 4"HDPE INTO STRUCTURE 39

6

'

-

4

"

BREAK 4" CLAY PIPE AND ATTACH

THE 4"HDPE INTO STRUCTURE 39

42


NO.

20

37

39

42

48

49

TYPE

CBCI

CIT

CBCI

CIT

EX DMH

CB

STATION

22+46.2

11.6 RT

20+28.8

14.2 RT

20+37.3

11.9 RT

22+33.8

15.5 RT

25+33.8

14.8 LT

25+34.5

14.0 RT

RIM ELEV.

264.02

272.43

272.10

264.30

258.50

258.45

INV. IN

() 260.81

(39) 267.90

() 267.98

(20) 260.40

(45) 253.30

(47) 253.30

(49) 253.50

INV. OUT

260.60

267.90

268.00

260.30

253.30

254.50

REMARKS



13

60

3.0

0_

HD

(U

TIL

).D

WG

10

-M

ar-2

02

0 4

:0

0 P

MP

lo

tte

d o

n

20

SCALE: 1" = 20'

0 50 100

WEST SPRINGFIELD

AMOSTOWN ROAD

UTILITY PLANS

SHEET 37 OF 47

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 3

6

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 3

8

26

27

28

29

30

P

H

E

A

S

A

N

T

S

C

R

O

S

S

IN

G

PEASE AVENUE

M

O

R

G

A

N

R

O

A

D

N/F


CLOUTIER



N/F

ROBERT A.

ORLANDI



N/F

CONSTANCE A.

SPRYZENSKI



N/F

JOHN J.

STEUP



LAURA

KUHNEL



056-001-002

N/F


CHAPPEL



N/F

JAMES P. GALICA

DAVID W. GALICA

MARIE GALICA



056-004-047

N/F


LEVINE



055-006-001

T

O

W

N

O

F

W

E

S

T

S

P

R

IN

G

F

IE

L

D

E

A

S

E

M

E

N

T

A

S

S

H

O

W

N

IN

P

L

A

N

B

O

O

K

1

2

2

P

A

G

E

9

2

PEASE AVENUE

P

H

E

A

S

A

N

T

S

C

R

O

S

S

IN

G

24' - 12" R

CP

48

49

13

60

3.0

0_

HD

(U

TIL

).D

WG

10

-M

ar-2

02

0 4

:0

0 P

MP

lo

tte

d o

n

20

SCALE: 1" = 20'

0 50 100

WEST SPRINGFIELD

AMOSTOWN ROAD

UTILITY PLANS

SHEET 38 OF 47

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 3

7

1

0

1

1

0

2

1

0

3

1

0

4

1

0

5

106

107

P

T

+

0

9

.

4

0

P

C

+

4

7

.

8

5

PT +42.67

N/F


GALLAGHER



064-008-007

N

/

F

R

Y

S

Z

A

R

D

M

.

A

N

D

J

O

C

E

L

Y

N

M

I

L

E

W

S

K

I

D

E

E

D

B

O

O

K

/

P

A

G

E

2

1

9

6

2

/

2

2

1

A

S

S

E

S

S

O

R

'

S

M

A

P

/

P

A

R

C

E

L

0

6

4

-

0

0

9

-

0

0

2

N/F

EDWARD J. BUDARZ

AND

RITA G. BUDARZ



064-009-001

P

A

R

T

R

I

D

G

E

L

A

N

E

N/F

DAVID R. BARKMAN

AND

DONNA M. BARKMAN



064-010-012

N/F

MARY A. GORDON



064-010-013

N/F

DEBORAH E. STELZER



064-010-014

N/F

ALAN S. KROWKA

AND

DIANE M. KROWKA



064-010-015

N/F

GARY R. GELINAS

AND

COLETTE B. GELINAS



064-010-016

1

5

3

°

7

'3

0

"

8

'

-

1

2

"

R

C

P

198' - 12" RCP

76

77

62

78

79

1

1

' - 1

2

" R

C

P

80

1

5

0

'

-

1

2

"

R

C

P

82

9' - 12" R

CP

89

3' - 12" RCP

1

5

1

'

-

8

"

D

I


NO.

76

77

78

79

82

89

TYPE

CBDB

DMH

CB

DMH

GICI

CB

STATION

105+99.0

12.2 RT

106+04.4

0.4 RT

2+83.8

186.7 LT

2+75.5

186.3 LT

3+87.8

437.8 LT

3+94.7

428.5 LT

RIM ELEV.

235.53

235.51

236.04

235.79

235.48

235.66

INV. IN

(76) 231.10

(89) 231.10

(78) 231.60

(82) 231.30

INV. OUT

231.50

231.00

231.80

231.50

231.50

231.20

REMARKS

CB W/ F&C

CONTINUED ON

SHEET NO. 34

13

60

3.0

0_

HD

(U

TIL

).D

WG

10

-M

ar-2

02

0 4

:0

1 P

MP

lo

tte

d o

n

20

SCALE: 1" = 20'

0 50 100

WEST SPRINGFIELD

AMOSTOWN ROAD

UTILITY PLANS

SHEET 39 OF 47

CO

NT

IN

UE

D O

N

SH

EE

T N

O. 4

0

108109

110111

1

1

2

1

1

2

PC +63.87

P

T

+

4

8

.

9

5

1

1

2

+

5

4

.

9

9

N/F

THOMAS MOGAVERO

AND

ELLEN MOGAVERO



064-009-006

N/F


AND

DEANNA M. DOANE



064-009-005

N/F

GARY R. GELINAS

AND

COLETTE B. GELINAS



064-010-016

N/F


AND

VINCENZA BROWN



064-010-017

N/F

RICHARD C. SANTONI

AND

SUZANNE M. SANTONI



064-010-018

N/F

FRED D. CRANDALL

AND

MAUREEN E. CRANDALL



064-010-019

N/F


AND

MELISSA A. CARLISLE



064-010-020

STEPHEN M. MILLER



064-003-010

N/F

JAMES E. FLEMING

AND

LAUREN KLAR WERMAN



064-003-011

N/F

BIKASH CHHETRI

AND

HEM CHHETRI



064-003-012

1

0

4

°

1

0

'4

0

"

COUNTRY VIEW STREET

8

'

-

1

2

"

R

C

P

53' - 12" RCP

7

'

-

1

2

"

R

C

P

4

5

'

-

1

2

"

R

C

P

1

0

'

-

1

2

"

R

C

P

281' - 12" RCP

9

'

-

1

2

"

R

C

P

64

62

63

65

66

67

73

70

72

74

71

90


NO.

62

63

64

65

66

67

TYPE

CBCI

CBDB

DMH

CBCI

CBDB

DMH

STATION

107+99.4

12.9 LT

107+99.4

11.4 RT

108+06.0

0.0 LT

110+86.7

12.3 LT

110+85.9

9.3 RT

110+91.2

1.8 LT

RIM ELEV.

230.58

230.58

230.61

223.46

223.48

223.39

INV. IN

(62) 226.10

(63) 226.10

(77) 226.20

(66) 220.60

(65) 220.60

(64) 220.60

INV. OUT

226.50

226.50

226.00

220.80

220.80

220.50

REMARKS




NO.

70

71

72

73

74

90

TYPE

DMH

CBCI

CBDB

EX DMH

DMH

DMH

STATION

111+48.6

1.4 LT

112+21.0

15.6 LT

112+19.1

10.4 RT

112+30.2

16.2 RT

112+06.9

0.7 LT

6+02.4

840.2 LT

RIM ELEV.

222.83

222.24

222.53

223.10

222.45

222.46

INV. IN

(67) 218.80

(90) 218.00

(71) 218.60

(72) 218.60

(70) 218.40

(74) 218.40

INV. OUT

218.70

218.70

218.90

218.50

217.80

218.30

REMARKS



CO

NT

IN

UE

D O

N

SH

EE

T N

O. 3

9

13

60

3.0

0_

HD

(U

TIL

).D

WG

10

-M

ar-2

02

0 4

:0

1 P

MP

lo

tte

d o

n

20

SCALE: 1" = 20'

0 50 100

WEST SPRINGFIELD

AMOSTOWN ROAD

UTILITY PLANS

SHEET 40 OF 47

SCALE: N.T.S. DATE: MARCH 2013DWG: CURB-03

GRANITE CURB IN EXISTING PAVEMENT

MIN

MIN

NOTES:

1. CONCRETE SHALL BE INCLUDED IN PRICE BID FOR GRANITE CURB.

2. ANY DESIGNATED CEMENT CONCRETE THAT IS ACCEPTABLE

UNDER SECTION M4 OF THE STANDARD SPECIFICATIONS MAY BE

USED. ALL TEST REQUIREMENTS ARE WAIVED. HOT MIX ASPHALT

SHALL NOT BE USED AS A SUBSTITUTE.

1.5" HMA TOP

COURSE

SAWCUT

EXIST

PAVEMENT

GRANITE CURB

6" REVEAL (TYP)

REMOVE 1

1

2

"

EXIST PAVEMENT

CEMENT CONCRETE

(SEE NOTES)

RECLAIMED BORROW

MATERIAL OR GRAVEL

BORROW (TYPE b)

6"12"

6"

6"

MIN

SCALE: N.T.S. DATE: MARCH 2013DWG: CURB-05

GRANITE CURB IN FULL DEPTH PAVEMENT

6"

MIN

6"

MIN

6"

MIN

GRANITE CURB

6" REVEAL (TYP)

FULL DEPTH

PAVEMENT

CEMENT CONCRETE

(SEE NOTES)

NOTES:

1. TO BE PLACED IF CURB IS INSTALLED AFTER HOT

MIX ASPHALT

2. CONCRETE SHALL BE INCLUDED IN PRICE BID

FOR GRANITE CURB

3. ANY DESIGNATED CEMENT CONCRETE THAT IS

ACCEPTABLE UNDER SECTION M4 OF THE

STANDARD SPECIFICATIONS MAY BE USED. ALL

TEST REQUIREMENTS ARE WAIVED. HOT MIX

ASPHALT SHALL NOT BE USED AS A SUBSTITUTE.

PROP GRAN CURB

6" REVEAL (TYP)

GRAN CURB

TRANSITION

GUTTER LINE

EDGE OF PVM'T

OR BERM

0" REVEAL

SURFACE

TREATMENT

VARIES

TR

AN

SIT

ION

- 6'-0

"

SCALE: N.T.S.

GRANITE CURB TRANSITION PIECE

SCALE: N.T.S. DATE: OCT. 2012DWG: PVMT-03

FULL DEPTH PAVEMENT RECLAMATION TRANSITION

10'-0"

FULL DEPTH

PAVEMENT

RECLAMATION

MATCH EXISTING

PAVEMENT

1.5" OF HOT MIX

ASPHALT SURFACE

COURSE

LONGITUDINAL SECTION

SCALE: N.T.S. DATE: JUNE 2013DWG: DRIVE-03

TYPICAL DRIVEWAY SECTION

WITHOUT SIDEWALK TYPE II

EXIST

DRIVEWAY

HMA DRIVEWAY

FULL DEPTH

PAVEMENT

SLO

PE

VA

R

IES

SAWCUT

1" LIP

VARIES

SEE PLAN

TRAVEL WAY

12"

SCALE: N.T.S. DATE: MAY 2013DWG: DRIVE-02

TYPICAL DRIVEWAY SECTION

WITHOUT SIDEWALK TYPE 1

S

L

O

P

E

V

A

R

IE

S

EXIST DRIVEWAY

FULL DEPTH

PAVEMENT

HMA DRIVEWAY

3" REVEAL

SAWCUT

12"

TRAVEL WAY 3'-0" VARIES SEE PLANS

MILL TO 1.5"

PAVEMENT

MILLING

EXISTING

ROADWAY

SURFACE

INVERT

NOTES

1. ALL SECTIONS SHALL BE DESIGNED FOR HS-20 LOADING.

2. PROVIDE OPENINGS FOR PIPES WITH 2" MAX. CLEARANCE TO

OUTSIDE OF PIPE. MORTAR ALL PIPE CONNECTIONS.

3. JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE

MORTAR.

4. DOUBLE CATCH BASIN FRAME AND GRATE SHALL BE SET IN

FULL MORTAR BED. ADJUST TO GRADE WITH CLAY BRICK AND

MORTAR (2 BRICKS TYPICALLY, 5 BRICK COURSES MAXIMUM)

COMPACTED SUBGRADE

COMPACTED GRAVEL

OIL/DEBRIS

TRAP

SEE NOTE 2.

OUTLET

SEE NOTE 3.

MORTAR SHELF

DOUBLE CATCH BASIN

FRAME & GRATE

SEE NOTE 4.

FINISH GRADE

12"

12"

(TYP.)

MO

NO

LIT

HIC

BA

SE

S

EC

TIO

N

RIS

ER

SE

CT

IO

N(S

)

AS

R

EQ

'D

.

TO

P

SLA

B

4' (M

IN

.)

48" DIA. (MIN.)

24" X 36"

OPENING

DIA

.

VA

RIE

S

8"

(M

IN

.)

SCALE: N.T.S.

DATE: JANUARY 2016

DWG: LD_103

SPECIAL CATCH BASIN - DOUBLE GRATE

SCALE: N.T.S.

INLET PROTECTION - SILT SACK

IN CATCH BASIN

FLO

W

SECTION VIEW

FLO

W

PLAN VIEW

NOTES:

1. INSTALL SILT SACK IN EXISTING CATCH BASINS, BEFORE COMMENCING

WORK, AND IN NEW CATCH BASINS IMMEDIATELY AFTER INSTALLATION

OF STRUCTURE. MAINTAIN UNTIL BINDER COURSE PAVING IS COMPLETE

OR A PERMANENT STAND OF GRASS HAS BEEN ESTABLISHED.

2. GRATE TO BE PLACED OVER SILT SACK.

3. SILT SACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM

EVENTS AND CLEANING OR REPLACEMENT SHALL BE PERFORMED

CATCH BASIN GRATE

SILT SACK

1" REBAR FOR

BAG REMOVAL

CATCH BASIN GRATE

SILT SACK

EXPANSION RESTRAINT

BITUMEN TACK COAT

HMA INTERMEDIATE

COURSE

HMA TOP COURSE

7

5

°

1'-0"

GUTTER LINE

1'-0" LEVEL

LOAM & SEED

12

1

RECLAIMED

PAVEMENT

MATERIAL

SCALE: N.T.S.

HMA BERM TYPE A-MODIFIED

(USED WITH RECLAIM)

* TOLERANCE FOR CONSTRUCTION ±0.5%

RAISED PEDESTRIAN CROSSING

SCALE: N.T.S.

"LEVEL LANDING"

1.5%** CROSS SLOPE

IN ALL DIRECTIONS

5.0% TYP.


(SEE MASSDOT STD.

107.6.5 DATED 2017)

5.0% TYP.

1.5% MAX

6

'

-

0

"

1

1

'

-

0

"

6

'

-

0

"

SID

EW

ALK

WID

TH

(5.5

' MIN

)

FOR RAISED CROSSWALK

MARKINGS DETAIL,

REFER TO SHEET 43

13

60

3.0

0_

HD

(D

ET

).D

WG

10

-M

ar-2

02

0 4

:0

1 P

MP

lo

tte

d o

n

WEST SPRINGFIELD

AMOSTOWN ROAD

CONSTRUCTION DETAILS

SHEET 41 OF 47

COMPOST FILTER TUBE BERM (SLOPES 2:1 OR STEEPER)

NOT TO SCALE

AREA OF SOIL

DISTURBANCE

PROTECTED ZONE

FLO

W

1" X 1" X 4' HARDWOOD STAKES

STAKE A MIN. OF EVERY 5 FEET TO

SECURE TUBE OR PER

MANUFACTURERS' INSTRUCTION

FLOW

RESOURCE

AREA

SECTION

PLAN VIEW

AREA OF SOIL

DISTURBANCE

PROTECTED ZONE

FLO

W

WOVEN

POLYPROPYLENE

FIBER FABRIC

1" x 1" x 4'

HARDWOOD STAKE

FOLD FLAP (8" MIN.) AND

PLACE TUBE ON TOP. DO

NOT TRENCH FABRIC.

COMPOST FILTER TUBE & SILT FENCE

NOT TO SCALE

SECTION

SEDIMENT BARRIERS - COMPOST FILTER TUBES

NOT TO SCALE

ENSURE FIRM CONTACT WITH

GROUND TO PREVENT FLOW

UNDERNEATH TUBES

FOR SLOPES 3:1 OR AS

NECESSARY, STAKE OR

OTHERWISE SUPPORT TUBES

(I.E., TREES, CINDER BLOCKS)

AREA OF SOIL

DISTURBANCE

BIODEGRADABLE

FABRIC

PROTECTED ZONE

SECTION

FLO

W

*9 INCH MAY BE USED FOR FLATTER SURFACES

WITH APPROVAL FROM ENGINEER

SEDIMENT BARRIERS - STRAW WATTLE

NOT TO SCALE

TO BE USED ONLY ON FLAT

SURFACES WITH LOW FLOW

TO DIVERT OR IMPOUND WATER

FLOW

1" X 1" X 3' HARDWOOD STAKES

STAKE A MIN. OF EVERY 5 FEET TO

SECURE TUBE OR PER

MANUFACTURERS' INSTRUCTION

STAKE A MIN. OF 6 INCHES

INTO THE GROUND.

FLOW

SECTION

SEDIMENT BARRIERS

NOT TO SCALE

PLACE TUBE ALONG CONTOURS AND PERPENDICULAR

TO FLOW.

PLACE AS CLOSE TO LIMIT OF SOIL DISTURBANCE AS

POSSIBLE

ADJUST LOCATION AS REQUIRED FOR OPTIMUM

EFFECTIVENESS. DO NOT INSTALL IN WATERWAYS.

PLACE STAKES AS NEEDED TO SECURE TUBES IN PLACE.

CURVE ENDS

UPHILL

EXISTING

TREE

MIN. 3 FT OVERLAP

FOR CONTINUOUS

BARRIER.

HARDWOOD STAKES

PLACED OUTSIDE OF

TUBES OR PER

MANUFACTURERS'

INSTRUCTION

PROTECTED ZONE

PLAN VIEW

FLOW

SCALE: N.T.S.

SEDIMENTATION BARRIER

5' MIN

FINISHED GRADE

DRAIN

FT.-DO NOT BLOCK

MIN BEARING 3 SQ.

THRUST BLOCK

PIPE

JOINT

MECH

BASE

PLANS)

6"

3000 psi, 1-1/2", 470

18" X 18" X 6"

FACES ROAD

RELOCATED HYDRANT

1/2 CUBIC YARD)

CRUSHED STONE (MIN

BACKFILL

EXISTING

HYDRANT

UNDISTURBED SOIL

SCALE: N.T.S. DATE: APRIL 2013DWG: WS-03

HYDRANT RELOCATION DETAIL

(SEE

PROP

CEM CONC

WALK

SCALE: N.T.S. DATE: APRIL 2013DWG: WS-02

CONCRETE THRUST BLOCK

CB

GH

3. CONCRETE SHALL NOT BE PLACED AGAINST PIPE BEYOND FITTING.

PROVIDE ANCHOR RODS AT VERTICAL BENDS AND GATE VALVES

AND VERTICAL BENDS, SAME SIZE AS REQUIRED FOR TEES.

1. PROVIDE BLOCKS FOR TAPPING SLEEVES, DEAD ENDS, GATE VALVES

NOTES:

PLAN

PLAN

52"

40"

36"

24"

27"

14"

"

"

"

"

"

12" 24"

"

"

"

"

" "

"

"

"

"

"

"

"

36"

"

"

12"

24"

36"

24"24"12"

60"

40"

38"

30"

30"

30"

12"x12"x8"

12"x12"x6"

12"x12"x12"24"

""

""

"

18"24"24"

"

"

12"

8"x 8"x 8"

8"x 8"x 6"

6"x 6"x 6"

25"

15"

17"

12"

13"

35"

30"

22"

20"

19"

"

"

"

"

""

"

"

"

"

"

"

"

"

"

12"24"15" 12"

8"

90°

45°

45°

90°

90°

45°8" 6"

6"

8"

8"

12"

12"

11-1/4°

22-1/2°

22-1/2°

22-1/2°

11-1/4°

11-1/4°

12"

12"

8"

8"

6"

6"

J

F

2.

UNDISTURBED

SOIL

SECTION

I

J

E

UNDISTURBED

SOIL

SECTION

E

D

TEES

F

G H I J

BENDS B C DF

TEES G IH

BENDSB C D E

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SHEET 42 OF 47

SCALE: N.T.S. DATE: APRIL 2017DWG: PM-26

LADDER CROSSWALK

ST

OP

LIN

E

NOTES:

1. ALL EXISTING CROSSWALK MARKINGS

SHALL BE FULLY ERADICATED BY

APPROVED METHOD PRIOR TO THE

APPLICATION OF PROPOSED MARKINGS.

2. ALL 12" THERMOPLASTIC LINES SHALL BE

APPLIED IN ONE APPLICATION, NO

COMBINATION OF LINES (TWO - 6" LINES)

WILL BE ACCEPTED.

3. LAYOUT OF CROSSWALKS SHALL BE

ORIENTATED IN THE DIRECTION OT

TRAVEL AND LOCATED OUTSIDE OF THE

WHEEL PATH OF VEHICLES. LAYOUT

SHALL BE APPROVED BY DPW PRIOR TO

APPLICATION OF THERMOPLASTIC.

4. ALL CROSSWALKS INSTALLED SHALL

CONFORM TO THE RELEVANT

PROVISIONS OF THE MASSACHUSETTS

HIGHWAY DEPARTMENT "STANDARD

SPECIFICATION FOR HIGHWAY AND

BRIDGES" DATED 1988, SECTION 860 FOR

REFLECTORIZED LINE (THERMO-PLASTIC)

& MATERIAL M7.01.20, LATEST REVISIONS.

CURBLINE

CURBLINE

8' OR AS

NOTED ON PLAN

4'

MIN

12"

12"

4' O

.C

DIRECTION OF TRAVEL

DIRECTION OF TRAVEL

40"

72"

6

"

6

"

32"

22"

10"13"

3" T

Y

P

7' MIN4'

PR

OP

C

UR

B O

R S

WL

DB

YL

6

"

SHARROW PAVEMENT MARKING LAYOUT

NOTES:

1. SEE MUTCD FIGURE 9C-9 FOR MORE INFORMATION.

SCALE: N.T.S.

DATE: MARCH 2015

DWG: PM-14

RAISED CROSSWALK MARKINGS

NOTES:

1. SEE MUTCD FIGURE 3B-29 FOR MORE INFORMATION.

2. MARKINGS TO BE LOCATED IN CENTER OF TRAVEL LANE. SEE SIGNAGE AND

MARKING PLANS FOR LOCATIONS.

SCALE: N.T.S.

DATE: JUNE 2019

DWG: PM-37

BOTTOM OF RAMP

TOP OF RAMP

6'

6'

TRAFFIC

FLOW OF

1

2

"

T

Y

P

1

2

"

T

Y

P

WHITE MARKING

WHITE MARKING

W16-7p(L) SIGN, 24"x12"

RRFB (SEE DETAIL A)

APS PEDESTRIAN PUSH BUTTON

W11-2L SIGN, 30"x30"

15' TS POST

6.0

' M

IN

FINISH GRADE

R10-25 SIGN, 9"x 12"

MTD FACING CURB RAMP

RECTANGULAR RAPID FLASHING BEACON (SOLAR)

W16-7p(R) SIGN, 24"x12"

W11-2R SIGN, 30"x30"

CONTROL CABINET

NOTES:

1. DURATION OF FLASHING UPON RECEIPT OF VALID

PEDESTRIAN PUSHBUTTON ACTUATION SHALL BE INITIALLY

SET FOR 15 SECONDS.

2. SEE SPECIAL PROVISIONS ITEMS 824.211 AND 824.212 FOR

MORE DETAILS.


42

"

SOLAR PANEL

WIRELESS

COMMUNICATIONS

BACK VIEW

FRONT VIEW (FACING ON-COMING TRAFFIC)

SCALE: NTS

RRFB (SEE DETAIL A)

DETAIL A: DUAL YELLOW BEACON

2" MIN

5" MIN 5" MIN7" MIN

PILOT LIGHT

SP-1 SIGN, 9"x 12"


12

' ±

SCALE: N.T.S. DATE: APRIL 2013DWG: PM-10

PEDESTRIAN PUSH BUTTON CLEAR ZONE

NOTE:

A CLEAR GROUND SPACE SHALL CONSIST OF A STABLE AND FIRM

AREA, COMPLYING WITH 521 CMR 6.5 (FORWARD REACH) OR 521 CMR

6.6 (SIDE REACH) AND SHALL BE PROVIDED AT EACH OF THE

PEDESTRIAN PUSH BUTTONS.

a) WHERE A FORWARD APPROACH IS PROVIDED, PEDESTRIAN

PUSH BUTTONS SHALL ABUT AND BE CENTERED ON THE CLEAR

GROUND SPACE.

b) WHERE A PARALLEL APPROACH IS PROVIDED, PEDESTRIAN

PUSH BUTTONS SHALL BE WITHIN TEN INCHES (10")

HORIZONTALLY OF AND CENTERED ON THE CLEAR GROUND SPACE.

ROADWAY

PAVEMENT

CURB

FINISH PAVED SURFACE

(I.E. SIDEWALK)

EDGE OF CLEAR ZONE

PROP TS FOUNDATION

PROP TS BASE

PROP TS POST/POLE

PROP PEDESTRIAN PUSH

BUTTON 42" ABOVE


2" R

EV

EA

L

PARALLEL APPROACH (SIDE REACH)

FORWARD APPROACH (FORWARD REACH)

ROADWAY

PAVEMENT

CURB


(I.E. SIDEWALK)

PROP TS FOUNDATION

PROP TS BASE

PROP TS POST/POLE

PROP PEDESTRIAN PUSH

BUTTON 42" ABOVE


2" R

EV

EA

L

10"

MAX

30" MIN

CLEAR

ZONE

48" MIN

CLEAR ZONE

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SHEET 43 OF 47

GRANITE CURB

6" REVEAL

TRANSITION

TOLERANCE FOR CONSTRUCTION ±0.5%

SCALE: N.T.S.

WHEELCHAIR RAMP - ONE CONTINUOUS DIRECTION

GRANITE

TRANSITION CURB

GRANITE

TRANSITION CURB

RAMP REFERENCE POINT

OPENING

LENGTH = 6.5'

1.5%

WID

TH

SID

EW

ALK

WALK

SLO

PE

HMA

*

7.5%

*

SLOPE

0" REVEAL

℄

DETECTABLE WARNING

PANEL (PER MASSDOT

CONSTR STD E 107.6.5)

FOR DRAINAGE

1.5% CROSS SLOPE

"LEVEL LANDING"

3.00'

(M

IN

)

F

CEM CONC WCR

1.5%

TRAVEL WAY

VARIES

*

*

F

7.5

%

LENGTH

*

PROP PAVEMENT MILLING & OVERLAY

SECTION F-F

PLAN

TRUNCATED DOMES TO BE ALIGNED WITH DIRECTION OF TRAVEL.

OR MORE THAN 24" FROM ROADWAY EDGE (GUTTERLINE).

DETECTABLE WARNING PANELS LOCATED NOT LESS THAN 6"

TRANSITION

LENGTH

WHEELCHAIR RAMP DATA

NO. LOCATION

WIDTH

SIDEWALK

GUTTER

ROADWAY

ª OPENING

ELEVATION

REVEAL TRANSITION

7

17.08' RT

5.5' -2.27% 9'0"6"258.09

25+44.44

NOTE: ROADWAY GUTTER GRADES HAVE BEEN PROVIDED IN THE DIRECTION OF THE BASELINE.

FOR DRAINAGE

1.5% CROSS SLOPE

*

DETECTABLE WARNING

PANEL (PER MASSDOT


WALK

5.00'LEFT TRANSITION RIGHT

TRANSITION

WID

TH

SID

EW

ALK

1.5%

*

SLO

PE

7.5%

SLO

PE*

8'-4" (T

YP

)

CURB

TRANSITION

GRANITE

CURB

TRANSITION

GRANITE

REVEAL VARIES

GRANITE CURB

REVEAL VARIES

GRANITE CURB

RAMP REFERENCE POINT

HMA

(0" REVEAL)

CEM CONC

*


SCALE: N.T.S.

WHEELCHAIR RAMP - SIDEWALK GREATER THAN

OPENING℄

PLAN

GRASS

GRASS

CEM CONC WCR

1.5%

TRAVEL WAY

PROP FULL DEPTH PAVEMENT

5' (TYP)

*

SECTION L-L

7.5%

*

LENGTH

TRANSITION

VARIES

L

L

WALK

HMA

12 FT WIDE - ADJACENT TO GRASS ON BOTH SIDES

2

15.80' RT

5.5' 2.18% --0" 0" 231.1

1+28.13

5

15.17' RT

5.5' 1.94% --0" 0" 286.33

5+86.35

6

13.24' LT

5.5' -1.91%

--

0" 0" 441.28

5+86.60

3

37.59' RT

5.5' *2.38% EXISTINGEXISTING6" 6" 286.00

1+61.39


NO. LOCATION

WIDTH

SIDEWALK

GUTTER

ROADWAY ª OPENING

ELEVATIONREVEAL

LEFT

TRANSITION REVEAL

RIGHT

TRANSITION

4

39.75' RT

5.5' *1.90%

EXISTING

EXISTING6" 6" 286.39

1+86.79

1 1.75%

-

-0" 0" 231.2

16.10' LT

5.5'

1+28.13


*ROADWAY GUTTER GRADE PROVIDED IN DIRECTION OF SIDE STREET.

SCALE: N.T.S.

WHEELCHAIR RAMP

WIDTH LESS THAN 6.5 FT - CURVED

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SHEET 44 OF 47

9

18.94' RT

5.0' -2.27% 15'0"6"

223.34

112+27.85

7.5%

*

HMA CURB

6" REVEAL TYP

0" REVEAL

FOR DRAINAGE

1.5% CROSS SLOPE

"LEVEL LANDING"

WALK

1.5%

SLO

PE

*

CEM CONC

WID

TH

SID

EW

ALK

0" REVEAL

5.00'

MIN

6" REVEAL TYP

HMA CURB

DETECTABLE WARNING

PANEL (PER MASSDOT


*


SLOPE

OPENING℄LOAM & SEED

LO

AM

&

S

EE

D

1.5%

SLO

PE

*

5.00'

MAX

1.5%

*

7.5

%* M

AX

CEM CONC WCR

TRANSITION

SECTION

DETECTABLE WARNING

PANEL (PER MASSDOT


LEVEL LANDING

WIDTH VARIES

ROADWAY

1.5%

*

LEVEL LANDING

4.0' (MIN)

TRANSITION LENGTHLEVEL

LANDING

LENGTH

HMA TRANSITION

CURB = 6.5'

HMA TRANSITION

CURB = 6.5'

NOTE: ON CURVES, THE TRANSITION

LENGTH SHALL BE MEASURED ON THE

INSIDE EDGE.

MAX

WHEELCHAIR RAMP - ONE DIRECTION WITH GRASS STRIP

SCALE: N.T.S.


NO. LOCATION

WIDTH

SIDEWALK

GUTTER

ROADWAYª OPENING

ELEVATIONREVEAL TRANSITION


SCALE: N.T.S.

WHEELCHAIR RAMP WITH GRASS STRIP

WITH SIDE TRANSITIONS


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SHEET 45 OF 47

A

A

GRANITE CURB

CEM CONC

WALK

MATCH DRIVEWAY WIDTH

MEET EXIST

DRIVEWAY

SIDEWALK LINE

BACK OF

VARIES

7.5%

*

SLOPE (MAX)

7.5%

*

GRANITE TRANSITION

CURB (TYP)

TRANSITION

LEFT

TRANSITION

RIGHT

GRANITE CURB

DRIVE

CEM CONC WALK

VARIES (0.5% -1.5%)

1" LIP

EXIST

SAWCUT

SIDEWALK LINE

BACK OF

TRAVEL WAY

PAVEMENT MILLING AND

OVERLAY

VARIES

AT DRIVE

*

SLOPE (MAX)

PLAN

SECTION A-A

1.5%

*

1.5%

*

MAX

WALK

CEM CONC

WALK

CEM CONC

AT DRIVE

HOT MIX ASPHALT DRIVEWAY

DRIVEWAY

SCALE: N.T.S.

DATE: JUNE 2013

DWG: DRIVE-09

TYPICAL DRIVEWAY WITH SIDEWALK AND STRAIGHT TRANSITION CURB

CEM CONC DRIVE

CEM CONC DRIVE

HMA DRIVE

SCALE: N.T.S. DATE: JUNE 2013DWG: DRIVE-09

TYPICAL DRIVEWAY WITH SIDEWALK AND STRAIGHT TRANSITION CURB

PLAN

CEM CONC

A

1.5%*

SECTION A-A

SLOPE

SIDEWALK

7.5%* MAX

SLOPE

CEM CONC

SIDEWALK

A

BACK OF SIDEWALK LINE

CEM CONC

DRIVE

VERTICAL TRANSITION*

PROPOSED GRANITE

TRANSITION CURB

SAWCUT

EXIST

DRIVEWAY


CEM CONC DRIVEWAY

SEE GENERAL PLANS FOR

PAVEMENT TREATMENT

1" LIP

BACK OF

SIDEWALK LINE

VARIES

2% MIN

-15% M

AX


VARIES 2.5' MIN

TRAVEL WAY

VARIES

2.5' MIN

3' MIN

VARIES

12"

* 0.5% TOLERANCE FOR CONSTRUCTION

7.5%* MAX

3' MIN

CEM CONC DRIVE

HMA DRIVE

CEM CONC DRIVE

DRIVEWAY REFERENCE POINT

*


1.5%

SECTION A-A

TRAVEL WAY


EXIST

DRIVEWAY

VARIES

SIDEWALK LINE

BACK OF

SIDEWALK VARIES

5.0' MIN

CEM CONC DRIVEWAY

SAWCUT

SCALE: N.T.S.

SIDEWALK CUT THROUGH DRIVEWAY

VARIES

SLOPE VARIES

PLAN

A

7.5%

SLOPE MAX

CEM CONC

SIDEWALK

BACK OF SIDEWALK LINE


1.5%* MAX CROSS SLOPE

LEVEL AREA

LEFT SIDE

TRANSITION

A

HMA DRIVEWAY

*

GRASS

EXISTING HMA DRIVEWAY

CEM CONC

WALK

AT DRIVE

7.5%

SLOPE MAX

CEM CONC

SIDEWALK

1.5%* MAX CROSS SLOPE

LEVEL AREA

RIGHT SIDE

TRANSITION

*

GRASS

EXISTING DRIVEWAY

15%

MAX

MATCH EXISTING

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100% submittal project end sta. 30+86.35 n 2875084.6373 …

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