NATIONAL GEODETIC VERTICAL DATUM

HOURLY VOLUME TO AVERAGE DAILY TRAFFIC

MASSACHUSETTS WATER RESOURCES AUTHORITY

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

MASSACHUSETTS TURNPIKE AUTHORITY

MASSACHUSETTS HIGHWAY DEPARTMENT

METROPOLITAN DISTRICT COMMISSION (NOW KNOW AS DCR)

MASSACHUSETTS BAY TRANSPORTATION AUTHORITY

RATE OF VERTICAL CURVATURE, RATIO OF DESIGN

INTERSECTION OF SLOPES OR PROFILE GRADE LINES

CLEANOUT, COUNTY

EXTERIOR, EXTERNAL

EXPANSION JOINT

EDGE OF PAVEMENT

ELECTRIC MANHOLE

ELECTRIC HANDHOLE

ELECTRICAL BOX

EAST, EXTERNAL

DUCTILE IRON PIPE (LINED)

DESIGN HOURLY VOLUME

DIRECTIONAL DESIGN HOURLY VOLUME

DRAINAGE AREA

DIRECTIONAL PERCENTAGE OF DESIGN HOURLY VOLUME

DELTA ANGLE (CENTRAL ANGLE OF HORIZONTAL CURVE)

COMBINED SEWER MANHOLE

CONSTRUCTION JOINT

COMBINED SEWER

CONTINUE(D), CONTINUATION

CONSTRUCT, CONSTRUCTION

EXP

EXT

EXJT

EXPWY

EXIST

EXC

EXPANSION

EXPRESSWAY

EXISTING

EXCAVATION

E.BD.

EOP

EST

EQ

ENT

EMH

ELEV

EMB

ELEC

EHH

DR

EB

EA

E

DIM

DIP(L)

DHV

DI

EASTBOUND

ESTIMATE

EQUAL

ENTRANCE

EMBANKMENT

ELECTRICAL

ELEVATION

EACH

DRIVE, DRAIN

DIMENSION

DROP INLET

CULV

DDHV

DET

DEPT

DIA

DA

D

CY

CONT

CTR

CSMH

CSJT

CS

COND

CONST

CONC

COL

CULVERT

DETAIL

DEPARTMENT

DIAMETER

CUBIC YARD

CENTER

CONDUIT

CONCRETE

COLUMN

NORTHBOUND

NORMAL CROWN

NEW ENGLAND TELEPHONE

NOT IN CONTRACT

NUMBER

NOT TO SCALE

NIC

NTS

NO. OR #

NET

NGVD

N.BD

NC

NORTH AMERICAN VERTICAL DATUM

NORTH AMERICAN DATUM

NOT APPLICABLE

NORTH

MEAN SEA LEVEL

MILES PER HOUR

MEAN LOW WATER

MISCELLANEOUS

MINIMUM

MEAN HIGH WATER

MASSACHUSETTS HIGHWAY BOUND

MANHOLE

MEDIAN

MPH

N/A

NAVD

NAD

N

MWRA

MUTCD

MTA

MSL

MHD

MLW

MISC

MIN

MHW

MH

MHB

MED

MDC

MAILBOX

MAXIMUM

MASSACHUSETTS

MUCK EXCAVATION

LOW SERVICE WATER

LOW POINT, LIGHT POLE

LINEAR FEET

LANDSCAPING

POUND(S)

LEACHING BASIN

LATERAL

LENGTH OF CURVE

LF

MBTA

MASS

MAX

MB

M

LS

LT

LP

LEFT

L

LDSCP

LB(S)

LB

LAT

K

BALLED & BURLAPPED

ANNUAL AVERAGE DAILY TRAFFIC

CORRUGATED METAL PIPE

CONCRETE MEDIAN BARRIER

CLEAR, CLEARANCE

CEMENT LINED PIPE

CHAIN LINK FENCE

CAST IRON PIPE (CEMENT LINED)

CAST IN PLACE CONCRETE

CAST IRON PIPE

CURB INLET

CUBIC FEET PER SECOND

CEMENT CONCRETE MASONRY

CEMENT CONCRETE

CATCH BASIN WITH CURB INLET

BOTTOM OF DITCH

BENCH MARK, BEAM

AMERICAN SOCIETY FOR TESTING AND MATERIALS

AMERICAN NATIONAL STANDARDS INSTITUTE

ALTERNATE, ALTERNATIVE

AVERAGE DAILY TRAFFIC

ASPHALT COATED CORRUGATED METAL PIPE

AMERICAN ASSOCIATION OF HIGHWAY AND TRANSPORTATION OFFICIALS

CIP CONC

CIP

CMB

CMP

CO

CLR

CLP

CIP(CL)

CLF

C

CCM

CFS

CI

CEM

CF

CBCI

CC

CB

C

CENTERLINE

CUBIC FEET

CEMENT

CATCH BASIN

CUT

BL OR B

APPROX

BRG

BRK

BOT

BR

BM

BOD

BO

BLDG

BIT CONC

BD

B&B

BAR

AUX

AVE

ASTM

BASELINE

BRICK

BEARING

BRIDGE

BOTTOM

BY OTHERS

BUILDING

L

AUXILIARY

BITUMINOUS CONCRETE

BOUND

BARRIER

AVENUE

APPROXIMATE

AASHTO

ALT

APPR

ANSI

ALM

ADT

ABUT

ADJ

ACCM PIPE

ABAN

AADT

APPROACH

ALARM

ADJUST

ABUTMENT

ABANDON

JUNCTION

IRON PIPE

INVERT

HYDRANT

HIGHWAY GUARD RAIL

HIGHWAY

HIGH SERVICE WATER

HIGH EARLY STRENGTH

HIGH POINT

HIGH OCCUPANCY VEHICLE

HORIZONTAL

HOUSE

HANDHOLE

HYDRAULIC GRADE LINE

HWY GDRL

IT

JCT

IR

IP

INV

IN

HYD

IRON

INCH

HOV

HWY

HS

HES

HP

HO

HOR

HH

HGL

HEADWALL

GAS VALVE

GRAVEL

GRANITE

GAS METER

GALVANIZED IRON PIPE

GUTTER INLET

GAS GATE

GROUND

GARAGE

GALVANIZED

GALLON

FOOT, FEET

FIRE SIGNAL

GRAV

GRAN

GV

HDW

GI

GM

GIP

GG

G

GALV

GD

GAR

GAL

FT

FS

FLR

GAS

FLOOR

FIELDSTONE

FLOW LINE

FEDERAL HIGHWAY ADMINISTRATION

FIRE HYDRANT

FRAME & GRATE

FEDERAL

FOUNDATION

FRAME & COVER

FIRE ALARM, FEDERAL AIDFA

FLDSTN

FHWA

FIN

FL

FH

FDN

F&G

FED

F&C

FINISH

F FILL

TURNING POINT

TELEPHONE MANHOLE

TRAFFIC CONTROL BOX

TOPO

TEMP

TP

TMH

TEL

TCB

TOPOGRAPHY

TEMPORARY

TELEPHONE

PERCENTAGE OF TRUCKS, TON, TANGENT LENGTH OF CURVE

SQUARE YARD

SURFACE, SURFACING

STRUCTURE, STRUCTURAL

STEAM MANHOLE

SEWER MANHOLE

STOPPING SIGHT DISTANCE

SANITARY SEWER

SPECIFICATION(S)

STOP LINE, SURVEY LINE

STATE HIGHWAY LAYOUT

STATE HIGHWAY LAYOUT LINE

SQUARE FEET

SUPERELEVATION

STORM DRAINAGE MANHOLE

STORM DRAIN, SUBDRAIN

STONE BOUND, SPECIAL BORROW

SOUTH, SLOPE, SIGN

REMOVE AND STACK

RAILROAD SIGNAL

REMOVE AND RESET/REPLANT

SURF

STMH

SMH

SPEC(S)

SHLO

STD

TAN

T

SY

SW

STR

STY

SS

STA

ST

SSD

SL

SK

STANDARD

TANGENT

SIDEWALK

STORY

STATION

STREET

SKEW

SHLD

SDMH

SB

SH

SHLL

SF

SEC

SD

SE

S.BD

RT

SAN

S

RTE

RS

R&S

R&R

RR

SHOULDER

SHEET

SECTION

SOUTHBOUND

RIGHT

SANITARY

ROUTE

RAILROAD

X-SECT

TRWY

RELOCATE(D), RELOCATION

PLANTABLE SOIL BORROW

RIGHT-OF-WAY

REVISION, REVISED

RETAINING WALL

RETAIN, RETAINING

REINFORCE, REINFORCING

REFLECTORIZED

REINFORCED CONCRETE PIPE

REINFORCED CONCRETE BOX CULVERT

REINFORCED CONCRETE

RADIUS, ROCK EXCAVATION

PAVED WATERWAY

POINT OF VERTICAL TANGENCY

POINT OF VERTICAL INTERSECTION

POINT OF VERTICAL CURVATURE

POINT OF TANGENCY, POINT

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

POINT OF REVERSE CURVATURE

POINT ON TANGENT

POINT ON CURVE

PARKING METER

PROPERTY LINE

POINT OF INTERSECTION

RELOC

RET WALL

REQD

REMOD

REINF

REFL

RDWY

ROW

REV

RET

REM

RC

RD

RCP

RCB

R

RAIL

QTY

REQUIRED

REMODEL

REMOVE

ROADWAY

ROAD

RAILING

QUANTITY

PVMT

PROP

PROJ

PL OR P

PSB

PVT

PWW

PVI

PSI

PVC

PT

PSF

POC

PRC

POT

PM

PKG

PI

PAVEMENT

L

PROPOSED

PROJECT

PARKING

WCR

YD

YR

WIP

WMH

WV

WM

WG

WE

WDTH

WD

W.BD

W

VERT

VAR

VCP

VC

V

UP

UTIL

USGS

UD

TYP

TVMH

TV

TS

PROFILE GRADE LINE

POINT OF COMPOUND CURVATURE

POINT OF CURVATURE

OBSERVATION WELL

OVERHEAD WIRES

ORIGINAL GROUNDOG

PC

P.G.L.

PCC

PB

OHW

OW

OPP

OH

OC

PULL BOX

OPPOSITE

OVERHEAD

ON CENTER

TRANS

TSC

TRAVELED WAY

WHEELCHAIR RAMP

WATER MANHOLE

WATER METER, WATER MAIN

WROUGHT IRON PIPE

WATER ELEVATION

YEAR

YARD

CROSS-SECTION

WATER VALVE

WATER GATE

WIDTH

WOOD

VITRIFIED CLAY PIPE

VERTICAL CURVE

VARIES, VARIABLE

U.S GEOLOGICAL SURVEY

UNDERDRAIN OR SUBDRAIN

TELEVISION MANHOLE (CABLE)

TELEVISION (CABLE)

WESTBOUND

WEST

VERTICAL

DESIGN SPEED

UTILITY POLE

UTILITIES

TYPICAL

TRAFFIC SIGNAL

TRAFFIC SIGNAL CONDUIT

TRANSITION

METERm

HIGHWAY GUARD ABBREVIATIONS

TE

TS

FE

TANGENT END

TERMINAL SECTION

FLARED END

R&D REMOVE AND DISPOSE

LC LAND COURT

CERTIFICATECERT.

TEMPORARY BENCH MARKTBM

L

HOT MIX ASPHALTHMA

DEPARTMENT OF CONSERVATION AND RECREATIONDCR MASSACHUSETTS DEPARTMENT OF TRANSPORTATIONMASSDOT

CORRUGATED PLASTIC (HDPE) PIPECPP

GUY WIRE ANCHORGWA

TRM TURF REINFORCED MAT

TLDC TEMPORARY LIMITED DEFLECTION CONCRETE BARRIER

MOVEABLE PRECAST CONCRETE BARRIERMPCB

TERM TERMINAL

02A

BR

V.D

WG

6-Jun-2013

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

STATE

MASS.

PROJECT FILE NO.

HEMLOCK STREET

DOUGLAS

19NFA

N/A

2

ABBREVIATIONS

SIGN - SINGLE POST

BORING

STEEL BEAM GUARD RAIL

UTILITY POLE, TELEPHONE, POWER

BALANCED STONE WALL

CONSTRUCTION BASELINE

BOUND (TYPE NOTED)

GUY WIRE ANCHOR

10

PROPERTY LINE

EDGE OF PAVEMENT

LEGEND GENERAL NOTES

IRON PIPE MONUMENT

WETLAND FLAG

WETLAND LIMIT

MAILBOX

SURVEY CONTROL POINT

BENCHMARK

OVERHEAD WIRE

EXISTING PROPOSED

STAKED SILT FENCE TURBIDITY BARRIER

LIMIT OF SLOPE

LIMIT OF DISTURBANCE

WOODS OR BRUSH

1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT FOR REVIEW A SCHEDULE OF

OPERATIONS IN ADDITION TO OTHER CONTRACT REQUIREMENTS TO THE TOWN OF DOUGLAS.

2. SURVEY CONTROL INFORMATION OBTAINED FROM AN ELECTRONIC DRAWING ENTITLED "EXISTING CONDITIONS

PLAN, HEMLOCK STREET, DOUGLAS, MA", DATED MAY 14, 2010 BY GUERRIERE & HALNON, INC, 1029 PROVIDENCE

ROAD, WHITINSVILLE, MA 01588, PHONE: (508) 234-6834.

3. BASE PLAN INFORMATION WAS OBTAINED BY AN ON THE GROUND SURVEY PERFORMED BY GUERRIERE &

HALNON, INC. ELEVATIONS REFER TO NGVD OF 1988 DATUM.

4. HORIZONTAL CONTROL IS BASED UPON AN ASSUMED COORDINATE SYSTEM.

5. THE RIGHT OF WAY AND PROPERTY LINES SHOWN HEREON ARE APPROXIMATE ONLY AND ARE BASED UPON

RECORD DEEDS, PLANS, AND ASSESSORS INFORMATION.

6. BEFORE SAW CUTTING, EXCAVATING, BACK FILLING, GRADING, PAVEMENT RESTORATION, OR REPAIRING, ALL

UTILITY COMPANIES, PUBLIC AND PRIVATE, MUST BE CONTACTED, INCLUDING THOSE IN CONTROL OF UTILITIES

NOT SHOWN ON THESE PLANS. SEE CHAPTER 370, ACT OF 1963, MASSACHUSETTS GENERAL LAWS. THE OWNER

AND ENGINEER ASSUME NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED OR

INACCURATELY SHOWN. BEFORE PLANNING FUTURE CONNECTIONS, THE APPROPRIATE UTILITY ENGINEERING

DEPARTMENT MUST BE CONSULTED. CALL DIG SAFE AT 811 OR 1-(888) DIG-SAFE. REFER TO THE SPECIAL

PROVISIONS FOR A LIST OF THE CONTACT PERSONS AT AFFECTED UTILITIES.

7. IMPACTS TO ABUTTERS DUE TO CONSTRUCTION ACTIVITIES SHALL BE KEPT TO A MINIMUM. THE CONTRACTOR

SHALL PROVIDE AND MAINTAIN SAFE AND REASONABLE ACCESS TO AND FROM ALL ABUTTING PROPERTIES AT

ALL TIMES AT NO ADDITIONAL COST.

8. THE CONTRACTOR SHALL PROVIDE METHODS DURING DEWATERING OPERATIONS AND FOR STORM WATER

RUNOFF NOT TO ALLOW SILT OR DEBRIS TO ENTER EXISTING WATERWAYS OR CREATE NUISANCES. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING EXISTING OR NEW FACILITIES IF SILTATION OCCURS DUE

TO THE CONTRACTOR'S OPERATIONS.

9. DAMAGE OF PROPERTY BEYOND THE WORK LIMITS CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE

REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE, SUBJECT TO THE APPROVAL OF THE

ENGINEER.

10. THE CONTRACTOR SHALL DISPOSE OF ALL WASTE MATERIAL IN ACCORDANCE WITH ALL FEDERAL, STATE AND

LOCAL REGULATIONS AT HIS OWN EXPENSE IF NOT OTHERWISE SPECIFIED, OUTSIDE OF THE PROJECT LIMITS.

11. IF THE CONTRACTOR DAMAGES UTILITY SERVICES, HE SHALL IMMEDIATELY NOTIFY THE RESPECTIVE UTILITY

COMPANY AND SHALL IMMEDIATELY ASSIST THE UTILITY COMPANY TO REPLACE OR REPAIR THE DAMAGE.

SURVEY TRAVERSE LINE

MINOR CONTOUR

MAJOR CONTOUR

450

RIGHT OF WAY LINE

COMPOST FILTER TUBES

03LE

GN

.D

WG

6-Jun-2013

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

STATE

MASS.

PROJECT FILE NO.

HEMLOCK STREET

DOUGLAS

19NFA

N/A

3

LEGEND AND GENERAL NOTES

HMA CURB

NONE

WATER SUPPLY ALTERATIONS DRAINAGE

SEE BELOW

GENERAL NOTES:

1. FOR CROSS SECTION, SEE SHEET NOS. 18-19.

2. FOR CONSTRUCTION DETAILS, SEE SHEET NOS. 6-7.

PLAN VIEW

PROFILE

CONSTRUCTION BASELINE DATA

DESCRIPTION TANGENT/CURVE DATA NORTHING EASTING

BEGIN STA. 0+00.00 L=106.09' S08°24'58"W 6356.0416 5076.9559

PI STA. 1+06.09 L=69.98' S14°24'23"W 6251.0962 5061.4329

PC STA. 1+76.06

R=75.00' L=500.00'

6183.3201 5044.0189

T=11.99' Δ=18°09'46.9"

PT STA. 1+99.84 L=29.97' S32°34'10"W 6161.6059 5034.5828

PC STA. 2+29.81

R=65.00' L=500.00'

6136.3493 5018.4496

T=27.00' Δ=45°06'39.1"

PT STA. 2+80.99 L=219.01' S77°40'49"W 6107.8369 4977.5404

END STA. 4+50.00 - - 6071.7747 4812.4182

SURVEY CONTROL POINTS

POINT NO B STA. OFFSET NORTHING EASTING ELEV. DESCRIPTION

- - 6613.1228' 5115.7283' 459.70' MN S

2+40.12 6.219' LT 6124.0024' 5016.8807' 453.96' MN S

2+18.45 57.680' RT 6176.9718' 4975.9545' 449.61' H/T S

- - 6059.9357' 4795.5104' 455.20' MN S

3

2

5

4

SURVEY NOTES:

1. SURVEY CONTROL INFORMATION OBTAINED FROM AN ELECTRONIC DRAWING ENTITLED "EXISTING

CONDITIONS PLAN, HEMLOCK STREET, DOUGLAS, MA", DATED MAY 14, 2010 BY GUERRIERE & HALNON, INC,

1029 PROVIDENCE ROAD, WHITINSVILLE, MA 01588, PHONE: (508) 234-6834

2. POINT NO. 3 IS NOT SHOWN IN THE PLAN VIEW FOR CLARITY; POINT LOCATED ON HEMLOCK STREET 260±

NORTH OF CONSTRUCTION BASELINE STA 0+00.

TYPICAL SECTION

HIGHWAY GUARDRAIL

NOTE:

CONTRACTORS SHALL NOTIFY EACH

ABUTTER AT LEAST 24 HOURS IN ADVANCE

OF THE START OF ANY WORK THAT WILL

REQUIRE THE TEMPORARY CLOSURE OF

ACCESS, SUCH AS EXISTING PAVEMENT

EXCAVATION, TEMPORARY DRIVEWAY

PLACEMENT AND SIMILAR OPERATIONS

L

4

GENERAL PLAN, PROFILE & TYPICAL SECTION

4 0 4 8

SCALE IN FEET

04G

EN

P.D

WG

6-Jun-2013

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

STATE

MASS.

PROJECT FILE NO.

HEMLOCK STREET

DOUGLAS

19NFA

N/A

20 0 20 40

SCALE IN FEET

20 0 20

VERTICAL

40

HORIZONTAL

SCALE IN FEET

4 0 4 8

96

96

PROJECT

LOCATION

ALTERNATE ROUTE NOTES:

1. ALL WORK ON THIS PLAN SHALL BE PERFORMED PRIOR TO

BRIDGE CLOSURE.

2. CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION

SEQUENCING AND SCHEDULE PLAN TO THE TOWN OF

DOUGLAS AND SHALL OBTAIN WRITTEN APPROVAL PRIOR TO

COMMENCING ANY WORK.

3. SIGNS IN CONFLICT WITH ACTUAL ROADWAY CONDITIONS

SHALL NOT BE VISIBLE TO TRAFFIC. TEMPORARY SIGNS SHALL

BE COVERED OR REMOVED WHEN NOT IN USE.

ALTERNATE ROUTE (TRAILBLAZERS) PLAN

MASSACHUSETTS

RHODE ISLAND

MAINTENANCE AND PROTECTION PLAN

AT BRIDGE CLOSURE

NOTES:

1. ALL TEMPORARY TRAFFIC CONTROL WORK SHALL CONFORM TO THE LATEST EDITION OF THE

"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) AND ALL REVISIONS.

2. ALL SIGN LEGENDS, BORDERS AND MOUNTING SHALL BE IN ACCORDANCE WITH THE MUTCD.

3. TEMPORARY CONSTRUCTION SIGNING, BARRICADES AND ALL OTHER NECESSARY WORK ZONE

TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM THE ROADWAY OR COVERED WHEN

NOT REQUIRED FOR CONTROL OF TRAFFIC

4. SIGNS AND SIGN SUPPORTS LOCATED ON OR NEAR THE TRAVELED WAY MUST PASS THE

CRITERIA SET FOURTH IN NCHRP REPORT 350, "RECOMMENDED PROCEDURES FOR THE

SAFETY PERFORMANCE EVALUATION OF HIGHWAY FEATURES".

5. DISTANCES ARE A GUIDE AND MAY BE ADJUSTED IN THE FIELD BY THE ENGINEER.

6. ALL SIGNS SHALL BE MOUNTED ON THEIR OWN STANDARD SIGN SUPPORTS.

CONSTRUCTION SIGN SUMMARY

ID NO.

SIZE OF SIGN (IN)

TEXT

TEXT DIMENSIONS (IN)

NO. OF

SIGNS

REG'D

COLOR

SIGN

LOCATION

UNIT

AREA

(S.F.)

TOTAL

AREA

(S.F.)

WIDTH HEIGHT

LETTER

HEIGHT

VERTICAL

SPACING

ARROW

MARKER

BACK-

GROUND

LEGEND BORDER

G20-2 36 18

2009 MUTCD

AND MassDOT

STANDARDS

2

2009 MUTCD

AND MassDOT

STANDARDS

PROJECT

WIDE

4.50 9.00

M1-5 24 24 1 4.00 4.00

M3-1 24 12 4 2.00 8.00

M4-5 24 12 3 2.00 6.00

M4-8a 24 18 2 3.00 6.00

M4-8c 24 30 6 5.00 30.00

M4-8d 24 30 6 5.00 30.00

M6-1R 24 12 2 2.00 4.00

M6-1L 24 15 2 2.50 5.00

M6-2 24 15 1 2.50 2.50

M6-3 24 15 7 2.50 17.50

R11-2 48 30 2 10.00 20.00

R11-3b 60 30 2 12.50 25.00

W20-1 36 36 2 9.00 18.00

W20-1a 36 36 2 9.00 18.00

TOTAL203.00

6 IN.

6 IN.

6 IN.

4 IN.

4 IN.

4 IN.

N/A

6 IN.

6 IN.

6 IN.

4 IN.

4 IN.

4 IN.

N/A

ORANGE BLACK BLACK

ORANGE BLACK BLACK

05D

ET

R.D

WG

20-Jun-2013

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

STATE

MASS.

PROJECT FILE NO.

HEMLOCK STREET

DOUGLAS

19NFA

N/A

5

TEMPORARY TRAFFIC CONTROL PLAN

20 0 20 40

SCALE IN FEET

1000 0 1000 2000

SCALE IN FEET

2

1

4

" GRAVEL BORROW SUBBASE

COURSE MATERIAL.

EXIST PVMT SURFACE

EXIST ROADWAY PVMT

PVMT MILLING AT PAVEMENT MATCH DETAIL

NOT TO SCALE

MILL 1

3

4

" OF EXIST ASPHALT & OVERLAY W/ 1

3

4

"

HMA TOP COURSE MATERIAL IN (1) LAYER TO

THE LIMITS SHOWN ON THE GENERAL PLAN

MILL PVMT TO A NEAT LINE, SAW CUT,

MATCH GRADE AND SEAL JOINT WITH

RS-1 EMULSION AND SAND SWEEP JOINT

TACK COAT

PROP FULL DEPTH PVMT

LIMIT OF WORK

FULL DEPTH SAWCUT

FULL-DEPTH PAVEMENT MATCHING DETAIL

NOT TO SCALE

TACK COAT

1

1

(SEE GENERAL PLANS)

PVMT MILLING & RESURFACING

(SEE GENERAL PLANS)

PROP FULL DEPTH HMA

PVMT STRUCTURE

EXIST ROADWAY

PVMT DEPTH

INTEGRATED APPROACH ZONE SUBBASE DETAIL

NOT TO SCALE

14

1

2

"

BRIDGE

SUPERSTRUCTURE

14'-0"±

(2)-6" LAYERS OF GRAVEL BORROW (TYPE B)

WRAPPED W/GEOTEXTILE REINFORCEMENT (TYP)

PROP FULL DEPTH HMA

PVMT STRUCTURE

INTEGRATED APPROACH ZONE

MEET BRIDGE DECK

1

1

4" HOT MIX ASPHALT PAVEMENT PLACED IN TWO (2)

LAYERS: 1

1

2

" TOP COURSE MATERIAL OVER 2

1

2

" BINDER

COURSE MATERIAL.

FRONT VIEW

A

W

TOP VIEW

B

A

L

H

RIGHT SIDE VIEW

PIPE SIZE A

B (MAX)

H L W

12 IN 6.50 IN 10.00 IN 6.50 IN 25.00 IN 29.00 IN

PE THREADED ROD

W/WING NUTS AND

SPACERS

HDPE FLARED END DETAIL

NOT TO SCALE

12'

48"

48" SUMP

4'-0"

5"

8"

24" DIA.

NOTES:

1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS.

2. DESIGNED FOR H-20 LOADING.

3. VOLUME: 94 GALLONS/ VF

PLAN VIEW

SECTION VIEW

LEACHING BASIN DETAIL

NOT TO SCALE

DRAINAGE PIPE OUTLET DETAIL

NOT TO SCALE

1

2 MAX

A

A

SECTION A-A

COMPACTED SUBGRADE

18" STONE FOR PIPE ENDS

(MassDOT M2.02.3)

6" CRUSHED STONE LAYER

(MASSDOT M2.01.3)

1

2

GEOTEXTILE FABRIC

FINISH GRADE

1

2 MAX

RIP-RAP STONE REVETMENT

(SEE BRIDGE PLANS)

HDPE FLARED END

PR

OP

P

ER

M E

AS

ME

NT

4" LOAM & SEED

(DISTURBED AREAS)

12"

GEOTEXTILE FABRIC

(MIRAFI 140N OR AN APPROVED EQUAL)

12"

6" CRUSHED STONE LAYER

(MASSDOT M2.01.3)

F

L

O

W

SECTION A-A

MassDOT HOOK LOCK

BAR FRAME AND GRATE

ADJUST TO GRADE

12" OUTLET W/ FLEXIBLE

CONNECTOR

12"

12"

WASHED CRUSHED STONE

(MASSDOT M2.01.3)

FINISH GRADE

TREATMENT VARIES

(SEE PLANS)

HMA PAVEMENT

GEOTEXTILE FABRIC

(MIRAFI 140N OR AN

APPROVED EQUAL)

6"

06-07D

ET

L.D

WG

6-Jun-2013

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

STATE

MASS.

PROJECT FILE NO.

HEMLOCK STREET

DOUGLAS

19NFA

N/A

6

CONSTRUCTION DETAILS

SHEET 1 OF 2

SINGLE STRAND 9 GAUGE

WIRE OR

1

2

" STRAPPING

WOOD FRAMING 2"X2"

TO 2"X6"

INDIVIDUAL TREE PROTECTION

NOT TO SCALE

6'-0"

4" (MAX)

F

I

L

T

E

R

T

U

B

E

S

P

A

C

I

N

G

(

S

E

E

T

A

B

L

E

)

COMPOST FILTER TUBE DETAIL

NOT TO SCALE

PERSPECTIVE VIEW

SECTION VIEW

TOP OF SLOPE

BOTTOM OF SLOPE

COMPOST FILTER TUBES

SLOPE

(HORZ:VERT)

FILTER TUBE SPACING

TUBE DIAMETER (IN)

STEEPER THAN 2:1 25' 18

2:1 TO 3:1 50' 18

4:1 TO 10:1 100' 12

10:1 TO 50:1 125' 12

FLATTER THAN 50:1 250' 8

FILTER TUBE

SLOPE

2"x2"x36" WOOD STAKE

48" SPACING (MAX.)

12"

IMBEDDED

4" MAX.

5'-0" ABOVE

BOTTOM OF SLOPE

5'-0" (MAX.) BELOW

TOP OF SLOPE

F

I

L

T

E

R

T

U

B

E

S

P

A

C

I

N

G

(

S

E

E

T

A

B

L

E

)

5'-0" FROM

BOTTOM OF SLOPE

(MIN.) OR ALONG

LIMIT OF WORK

30°

2'-0" MIN

TURN END OF RUNS UP SLOPE TO

COLLECT SEDIMENT

WATER LEVEL

EXIST GRADE

WOOD

STAKE/POSTS

(TYP)

M

A

X

. S

P

A

C

IN

G

=

6

'

STAKED SILT FENCE TURBIDITY BARRIER

NOT TO SCALE

PERSPECTIVE VIEW

SECTION A-A

ELEVATION VIEW

D

IR

E

C

T

IO

N

O

F

F

L

O

W

WOOD

STAKE/POSTS

(TYP)

BOTTOM OF

EXIST GRADE

WATER LEVEL

WOOD

STAKE/POSTS

TIED TIGHTLY

HEAVY DUTY

STAPLE, WIRE OR

NYLON TIES

BARRIER

FABRIC

2" (MAX.)

12" (MIN.)

24" (MIN.)

36" (MIN.)

A A

HEAVY DUTY

STAPLE, WIRE OR

NYLON TIES

IMPOUNDED AREA

16 MIL LAMINATED

VINYL/POLYESTER

BARRIER FABRIC

8" (MIN.)

EMBEDMENT

BOTTOM OF

BARRIER

FABRIC

16 MIL LAMINATED

VINYL/POLYESTER

BARRIER FABRIC

END OF BARRIER

FABRIC SECTIONS

HEAT SEALED HEM

ALONG TOP EDGE

HEAT SEALED HEM

ALONG TOP EDGE

NOTE:

PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL

INSTALL TREE PROTECTION AT LOCATIONS

DETERMINED IN THE FIELD BY THE ENGINEER.

12"

6" MIN.

PIPE O.D.

PLUS 12"

DEPTH OF COVER

BOTTOM OF EXCAVATION

FINISH GRADE

6" DETECTABLE MAGNETIC

WARNING TAPE

HMA PAVEMENT

STRUCTURE

SPRING LINE OF PIPE

EXCAVATION LIMIT (TYP.)

COMPACTED CRUSHED

STONE TO PIPE SPRING

COMPACTED SUBGRADE

DRAINAGE PIPE TRENCH DETAIL

NOT TO SCALE

BACKFILL MATERIAL

FLEXIBLE PIPE CONNECTOR DETAIL

NOT TO SCALE

STAINLESS STEEL

BAND

FLEXIBLE CONNECTOR

(KOR-N-SEAL OR APPROVED

EQUAL)

PIPE

STAINLESS STEEL

PIPE CLAMP

STRUCTURE WALL

06-07D

ET

L.D

WG

6-Jun-2013

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

STATE

MASS.

PROJECT FILE NO.

HEMLOCK STREET

DOUGLAS

19NFA

N/A

7

CONSTRUCTION DETAILS

SHEET 2 OF 2

“ ”⅜

18-19X

SE

C.D

WG

6-Jun-2013

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

STATE

MASS.

PROJECT FILE NO.

HEMLOCK STREET

DOUGLAS

19NFA

N/A

18

CROSS SECTIONS

STA. 1+50 TO STA. 2+25

4 0 4 8

SCALE IN FEET

18-19X

SE

C.D

WG

6-Jun-2013

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

STATE

MASS.

PROJECT FILE NO.

HEMLOCK STREET

DOUGLAS

19NFA

N/A

19

CROSS SECTIONS

STA. 2+26 STA. TO 3+25

4 0 4 8

SCALE IN FEET