20190611 PSE Parkers PLANS - FINAL.pdf

X X

20'

20'

M

DBYL

DBWL

BWL

SWL

CW

SL

DYLEx

DWLEx

DYL

BYL

DWL

SYL

JB

CB

FP

GP

MB

WELL

EHH

GG

BHL #

MW #

TP #

MHB

TPL or GUY

UFB

UPDL

ULT

UPL

WG

PM

GENERAL SYMBOLS

EXISTING PROPOSED DESCRIPTION

JERSEY BARRIER ON BRIDGE OR 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

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)

BALANCE STONE WALL

GUARD RAIL - STEEL POSTS

GUARD RAIL - WOOD POSTS

CHAIN LINK OR METAL FENCE

WOOD FENCE

HAY BALES/SILT FENCE

TREE LINE OR LIMIT OF CLEARING AND GRUBBING

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

PAVEMENT MARKINGS SYMBOLS

EXISTING PROPOSED DESCRIPTION

PAVEMENT ARROW - WHITE

LEGEND "ONLY" - WHITE

STOP LINE

CROSSWALK

SOLID WHITE LINE

SOLID YELLOW LINE

BROKEN WHITE LINE

BROKEN YELLOW LINE

DOTTED WHITE LINE

DOTTED YELLOW LINE

DOTTED WHITE LINE EXTENSION

DOTTED YELLOW LINE EXTENSION

DOUBLE WHITE LINE

DOUBLE YELLOW LINE

TRAFFIC SYMBOLS

EXISTING PROPOSED DESCRIPTION

SIGNAL POST AND BASE (ALPHA-NUMERIC DESIGNATION NOTED)

MAST ARM, SHAFT AND BASE (ARM LENGTH AS NOTED)

HIGH MAST POLE OR TOWER

SIGN AND POST

SIGN AND POST (2 POSTS)

MAST ARM WITH LUMINAIRE

OPTICAL PRE-EMPTION DETECTOR

CONTROL CABINET, GROUND MOUNTED

CONTROL CABINET, POLE MOUNTED

FLASHING BEACON CONTROL AND METER PEDESTAL

LOAD CENTER ASSEMBLY

PULL BOX 12"x12" (OR AS NOTED)

ELECTRIC HANDHOLE 12"x24" (OR AS NOTED)

TRAFFIC SIGNAL CONDUIT

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

TRAFFIC SIGNAL

CAB. CABINET

CCVE CLOSED CIRCUIT VIDEO EQUIPMENT

DW STEADY DON'T WALK

FDW FLASHING DON'T WALK

FR FLASHING CIRCULAR RED

FRL FLASHING RED LEFT ARROW

FRR FLASHING RED RIGHT ARROW

FY FLASHING CIRCULAR AMBER

FYL FLASHING AMBER LEFT ARROW

FYR FLASHING AMBER RIGHT ARROW

G STEADY CIRCULAR GREEN

GL STEADY GREEN LEFT ARROW

GR STEADY GREEN RIGHT ARROW

GSL STEADY GREEN SLASH LEFT ARROW

GSR STEADY GREEN SLASH RIGHT ARROW

GV STEADY GREEN VERTICAL ARROW

OL OVERLAP

PED PEDESTRIAN

PTZ

PAN, TILE, ZOOM

R STEADY CIRCULAR RED

RL STEADY RED LEFT ARROW

RR STEADY RED RIGHT ARROW

TR SIG TRAFFIC SIGNAL

TSC TRAFFIC SIGNAL CONDUIT

W STEADY WALK

Y STEADY CIRCULAR AMBER

YL STEADY AMBER LEFT ARROW

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

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

YARMOUTH

MAIN STREET (ROUTE 28)

STATE

MA

PROJECT FILE NO.

H

D L E

G E

N D

D

W G

J u n

H

D L E

G E

N D

D

W G

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GENERAL NOTES & LEGEND

NOTES:

1. HORIZONTAL CONTROL IS BASED ON THE MASSACHUSETTS STATE PLANE COORDINATE SYSTEM NAD 1983(1996) VIA RTK

GPS UTILIZING MAINE TECHNICAL SOURCE BASE STATION. VERTICAL CONTROL IS BASED ON NAVD 88 VIA RTK GPS

UTILIZING MAINE TECHNICAL SOURCE BASE STATION.

2. THE EXISTING BASE MAPPING IS BASED ON FIELD SURVEY, PERFORMED BY BRYANT ASSOCIATES, OF BOSTON, MA IN

APRIL 2012 AND APRIL 2015. ALL HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING FEATURES CRITICAL TO THE

DETERMINATION OF CONSTRUCTION DETAILS AND/OR FOR DETERMINATION OF SPECIFIC LIMITS OF WORK SHALL BE

VERIFIED BY THE CONTRACTOR IN THE FIELD PRIOR TO INITIATING CONSTRUCTION AND SUBMISSION OF APPLICABLE

SHOP DRAWINGS, IF REQUIRED PER CONTRACT SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN

WRITING OF ANY EXISTING CONDITIONS IDENTIFIED AS A RESULT OF THIS EFFORT WHICH IMPACT WORK DETAILED ON

THESE DOCUMENTS IMMEDIATELY FOLLOWING COMPLETION OF THE SURVEY VERIFICATION.

3. DETAIL FOR THESE PLANS HAS BEEN GENERATED FROM FIELD SURVEY. THE CONTRACTOR SHALL VERIFY ALL

INFORMATION SHOWN IN THESE PLANS TO ENSURE THAT CONSTRUCTION CAN PROCEED AS INTENDED.

4. UTILITIES: LOCATION OF M.H., G.G., W.G., ETC. ARE APPROXIMATE AND ARE SHOWN ONLY AS AN AID TO ASSIST BIDDERS

IN DETERMINING LOCATIONS OF EXISTING UTILITIES AND SUBSURFACE STRUCTURES. THE CONTRACTOR IS

RESPONSIBLE FOR MAKING FIELD INVESTIGATIONS AND OBTAINING INFORMATION FROM UTILITY COMPANIES AND

INDIVIDUALS TO PINPOINT THE EXACT LOCATION AND ELEVATIONS OF ALL SUBSURFACE UTILITIES AND STRUCTURES. IT

IS THE CONTRACTOR'S RESPONSIBILITY THAT ALL DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE

ENGINEER PRIOR TO PERFORMING ANY WORK.

5. WHERE NOTED, ADJUSTMENT OR REMOVAL OF GAS, TELEPHONE, AND ELECTRICAL STRUCTURES SHALL BE BY OTHERS.

ALSO, WHERE NOTED (R&S), REMOVE & STACK, OR (R&R), REMOVE & RESET, OF UTILITY POLES SHALL BE BY OTHERS.

6. GRANITE CURB: EXISTING CURB MARKED AS (R&R) SHALL BE RESET ALONG PROPOSED CURBING IF, IN THE OPINION OF

THE ENGINEER, IT IS IN GOOD CONDITION AND REUSABLE. OTHERWISE, IT SHALL BE DISCARDED BY THE CONTRACTOR

AS PER DIRECTION OF THE ENGINEER.

7. EXISTING DRAINAGE PIPES LABELED TO BE ABANDONED SHALL BE PLUGGED.

8. ALL CEMENT CONCRETE COLLAR JOINTS AROUND MANHOLES, WATER AND GAS GATES, HYDRANTS, UTILITY POLES, SIGNS, AND TRAFFIC SIGNAL POSTS SHALL BE SEALED WITH A 3/4" X 1/2" PREMOLDED FILLER AND MASTIC.

9. PAVEMENT: IN AREAS TO BE WIDENED, THE EXISTING PAVEMENT SHALL BE SAW CUT TO OBTAIN A STABLE VERTICAL

FACE. THE BOTTOM OF THE PROPOSED GRAVEL SHALL MEET OR EXCEED THE DEPTH OF THE BOTTOM GRAVEL UNDER

THE EXISTING PAVEMENT. BEFORE ANY HOT MIX ASPHALT MATERIALS ARE PLACED, THE STABLE VERTICAL FACE OF

THE EXISTING PAVEMENT SHALL BE CLEANED AND COATED WITH AN RS-1 EMULSION.

10. WITHIN AREAS OF RESURFACING OR RECONSTRUCTION, ALL EXISTING DRAINAGE MANHOLES, CATCH BASINS, SEWER

MANHOLES, AND WATER MANHOLES SHALL BE ADJUSTED TO THE PROPOSED LINE AND GRADE UNLESS OTHERWISE

NOTED ON THE PLANS.

11. ALL EXISTING WATER GATES TO BE RETAINED WITHIN AREAS OF RESURFACING OR RECONSTRUCTION SHALL BE

ADJUSTED TO PROPOSED LINE AND GRADE UNLESS OTHERWISE NOTED ON THE PLANS.

12. ALL PRIVATELY OWNED STRUCTURES (SIGNS, LIGHT, ETC.) LABELED R&R (BO) SHALL BE REMOVED AND RESET BY

OTHERS.

13. 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.

14. THE TERMS MICROMILLING AND COLD PLANE REFER TO THE ITEM PAVEMENT MICRO-MILLING.

JB

CB

FP

GP

MB

WELL

EHH

GG

BHL #

MW #

TP #

MHB

TPL or GUY

UFB

UPDL

ULT

UPL

G G

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

YARMOUTH

MAIN STREET (ROUTE 28)

STATE

MA

PROJECT FILE NO.

H

D T

Y P

I C

A L D

W G

J u n

H

D T

Y P

I C

A L D

W G

J u n

TYPICAL SECTION

NOTE:

NEW GRAVEL BORROW SHALL BE USED IF EXISTING SUB-BASE IS

DETERMINED TO BE UNSUITABLE PER THE REQUIREMENTS OF MASSDOT

STANDARD SPECIFICATION SUBSECTION 170.60 AND M1.03.0 AND AS

DIRECTED BY THE ENGINEER.

GENERAL NOTES:

1. WHERE CURB IS TO BE SET IN PROP. AREAS OF

COLD PLANE & OVERLAY AND SIDEWALK

RECONSTRUCTION, REFER DETAIL ON SHEET 15

AND MASSDOT HIGHWAY STANDARD DETAIL

106.3.0.

2. SEE BRIDGE PLANS FOR BRIDGE DETAILS AND

ADDITIONAL INFORMATION.

3. PROP. GUARDRAIL SHALL BE STEEL BEAM

HIGHWAY W BEAM AND THRIE BEAM, AS

INDICATED ON THE PLANS.

4. FOR VARYING SLOPES AND GRADES, SEE

GRADING & TIE PLANS FOR DETAILS.

5. FOR SIDEWALK AT DRIVEWAY SECTIONS,

REFER TO MASSDOT HIGHWAY STANDARD

DETAILS E 107.6.0 AND 107.7.0.

6. ALL SIDEWALKS SHALL BE CONSTRUCTED WITH

MAXIMUM CROSS-SLOPES OF 1.5%, WITH A

CONSTRUCTION TOLERANCE OF 0.5% +/-.

7. FOR LANE STRIPING DETAILS, SEE SIGN &

PAVEMENT MARKING PLAN ON SHEET 24.

PAVEMENT NOTES:

PROPOSED FULL DEPTH PAVEMENT

SURFACE: 1.75" SUPERPAVE SURFACE COURSE 12.5

(SSC-12.5) (POLYMER MODIFIED)

OVER

INTERMEDIATE: 2.5" SUPERPAVE INTERMEDIATE COURSE

19.0 (SIC-19.0) OVER

BASE: 4.5" SUPERPAVE BASE COURSE 37.5

(SBC-37.5) OVER

SUBBASE: 4" DENSE GRADED CRUSHED STONE FOR

SUBBASE OVER

SUBGRADE: 8" GRAVEL BORROW TYPE b.

PROPOSED COLD PLANE & PAVEMENT OVERLAY

SURFACE: 1.75" SUPERPAVE SURFACE COURSE 12.5

(SSC-12.5) (POLYMER MODIFIED)

COLD PLANE: COLD PLANE VARIABLE DEPTH TO MEET

PROPOSED GRADING

PROPOSED HMA DRIVEWAY

SURFACE: 3-1/2" HOT MIX ASPHALT (1-1/2"

HOT MIX ASPHALT SURFACE COURSE

MATERIAL OVER 2" HOT MIX ASPHALT

BOTTOM COURSE MATERIAL)

FOUNDATION: 8" GRAVEL BORROW, TYPE b.

PROPOSED AND TEMPORARY HMA SIDEWALK/RAMP

SURFACE: 2-1/2" HOT MIX ASPHALT (1-1/4" HOT MIX

ASPHALT SURFACE COURSE

OVER 1-1/4" HOT MIX ASPHALT BOTTOM

COURSE MATERIAL).

FOUNDATION: 8" GRAVEL BORROW, TYPE b.

PROPOSED CEMENT CONCRETE SIDEWALK

SURFACE: 4" CEMENT CONCRETE AIR ENTRAINED

4000 PSI,

", 610

FOUNDATION: 8" GRAVEL BORROW, TYPE b.

PROPOSED CEMENT CONCRETE SIDEWALK AT DRIVEWAY

SURFACE: 6" CEMENT CONCRETE AIR ENTRAINED

4000 PSI,

", 610

FOUNDATION: 8" GRAVEL BORROW, TYPE b.

PROPOSED HMA PARKING LOT

SURFACE: 3-1/2" HOT MIX ASPHALT (1-1/2"

HOT MIX ASPHALT SURFACE COURSE

MATERIAL OVER 2" HOT MIX ASPHALT

BOTTOM COURSE MATERIAL).

FOUNDATION: RETAIN EXISTING FOUNDATION

MATERIAL, FINE GRADE AND COMPACT

BEFORE PAVING.

TACK COAT FOR SUPERPAVE PAVEMENT STRUCTURES

TACK COAT: BITUMEN (AS-1) APPLIED AT A UNIFORM

RATE OF:

0.06 to 0.8 GAL/SY FOR PAVED SURFACES

0.07 to 0.9 GAL/SY FOR MILLED SURFACES

NO.

TOTAL

SHEETS

YARMOUTH

MAIN STREET (ROUTE 28)

STATE

MA

PROJECT FILE NO.

H

D T

Y P

I C

A L D

W G

J u n

H

D T

Y P

I C

A L D

W G

J u n

TYPICAL SECTION

NOTE:

NEW GRAVEL BORROW SHALL BE USED IF EXISTING SUB-BASE IS

DETERMINED TO BE UNSUITABLE PER THE REQUIREMENTS OF MASSDOT

STANDARD SPECIFICATION SUBSECTION 170.60 AND M1.03.0 AND AS

DIRECTED BY THE ENGINEER.

NO.

TOTAL

SHEETS

YARMOUTH

MAIN STREET (ROUTE 28)

STATE

MA

PROJECT FILE NO.

H

D P

L A

N D

W G

J u n

H

D P

L A

N D

W G

J u n

CONSTRUCTION PLAN

SCALE: 1" = 20'

0 50 100

HIGHWAY GUARD DETAILS TRAFFIC SIGNAL CONDUIT

NONE

WATER SUPPLY ALTERATIONS

SEE DRAINAGE AND UTILITY PLAN

AND DRAINAGE AND UTILITY DETAILS

DRAINAGE DETAILS

SEE DRAINAGE AND UTILITY PLAN

AND DRAINAGE AND UTILITY DETAILS

NOTES:

1. CONTRACTOR SHALL COORDINATE RESTORATION OF LANDSCAPING, FENCING, AND

SIDEWALKS WITH PROPERTY OWNERS. ALL DISTURBED GRASS AREAS SHALL BE

RESTORED WITH 4" LOAM AND SEED.

2. SIDEWALK AND DRIVEWAY RAMPS SHALL MEET ADA/AAB REQUIREMENTS.

3. ALL PROPOSED SIDEWALKS SHALL BE CEMENT CONCRETE UNLESS OTHERWISE NOTED.

4. ALL CURBING SHALL SHALL BE GRANITE TYPE VB UNLESS OTHERWISE NOTED.

5. INSTALL PAVEMENT MILLING MULCH AT GUARDRAIL. SEE DETAIL ON SHEET 26 AND

STANDARD CONSTRUCTION DETAILS FOR MORE INFORMATION.

6. FOR DETAILS ON ADA/AAB ACCESSIBLE RAMP AND DRIVEWAY ENTRANCE

CONSTRUCTION, SEE SHEET 16.

7. FOR TEMPORARY PEDESTRIAN BRIDGE DETAILS, SEE TEMPORARY TRAFFIC CONTROL

PLANS AND BRIDGE PLANS.

8. FOR DRIVEWAY LIMIT, SEE GRADING & TIE PLANS.

9. REFER TO TEMPORARY TRAFFIC CONTROL PLANS FOR LOCATION OF TEMPORARY

PEDESTRIAN WALKWAY CONNECTING TO THE TEMPORARY PEDESTRIAN BRIDGE.

10. REFER TO BRIDGE PLANS FOR PROPOSED RIP RAP LIMITS AND DETAILS.

11. LIMIT OF WORK STATIONS ARE TO THE PROPOSED TEMPORARY CROSS WALKS. REFER

TO TEMPORARY TRAFFIC CONTROL PLANS FOR ADDITIONAL INFORMATION.

12. REPAIR DAMAGED STONE DUST SURFACES IN KIND.

13. FOR WATER, GAS, AND TELEPHONE RELOCATIONS, REFER TO THE DRAINAGE AND

UTILITY PLANS.

14. REMOVE EXISTING PARKING AREA PAVEMENT. FINE GRADE AND COMPACT EXISTING

GRAVEL BASE BEFORE PAVING.

EROSION CONTROL:

1. PROVIDE SEDIMENT CONTROL BARRIER (TEMP, COMPOST FILTER TUBES) AT PROPOSED

BOTTOM OF SLOPES AND AS DIRECTED BY THE ENGINEER. SEE CONTRACT SPECIAL

PROVISIONS FOR MORE INFORMATION.

FOR PROFILE, SEE SHEET NO. 7

TRAILING ANCHORAGE STA 138+08 RT TO 138+19

GUARDRAIL CURVED - TL-2 (SINGLE FACED) STA 138+19 RT TO 138+31 RT

TRANSITION TO BRIDGE RAIL STA 138+31 RT TO 138+65 RT

TRAILING ANCHORAGE STA 137+95 LT TO 138+06

GUARDRAIL, TL-2 STA 138+06 LT TO 138+31 LT

TRANSITION TO BRIDGE RAIL STA 138+31 LT TO 138+65 LT

TRANSITION TO BRIDGE RAIL STA 139+16 LT TO 139+50 LT

GUARDRAIL, TL-2 (SIGNAL FACED) STA 139+50 LT TO 139+86 LT

GUARDRAIL TANGENT END TREATMENT, TL-2 STA 139+86 LT TO 140+24 LT

TRANSITION TO BRIDGE RAIL STA 139+16 RT TO 139+50 RT

GUARDRAIL, TL-2 (SINGLE FACED) STA 139+50 RT TO 139+63 RT

TRAILING ANCHORAGE STA 139+63 RT TO 139+74 RT

NO.

TOTAL

SHEETS

YARMOUTH

MAIN STREET (ROUTE 28)

STATE

MA

PROJECT FILE NO.

H

D T

E M

P P

L A

N D

W G

J u n

H

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E M

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J u n

TEMPORARY CONDITIONS PLAN

SCALE: 1" = 20'

0 50 100

HIGHWAY GUARD DETAILS TRAFFIC SIGNAL CONDUIT

NONE

WATER SUPPLY ALTERATIONS

SEE DRAINAGE AND UTILITY PLAN

AND DRAINAGE AND UTILITY DETAILS

AND SEE PLAN BELOW

DRAINAGE DETAILS

EROSION CONTROL:

1. PROVIDE TEMP, COMPOST FILTER TUBES AT PROPOSED BOTTOM OF SLOPES AND AS

DIRECTED BY THE ENGINEER. SEE CONTRACT SPECIAL PROVISIONS FOR MORE

INFORMATION.

NONENONE

NOTE:

1. PROPOSED TEMP PEDESTRIAN WALKWAY SHALL HAVE PAINT

STRIPES ONLY THROUGH EXISTING PAVED PARKING AREAS.

SEE TEMPORARY TRAFFIC CONTROL PLANS.

NAVD 88

BASE ELEV

-15.00

-10

-15

-10

136+00

137+00

138+00

139+00

140+00 141+00 141+50

PROP.

WEST ABUTMENT

PROP. EAST

ABUTMENT

PROP.

BRIDGE NO. Y-01-002 OVER PARKERS RIVER

M.H.W. EL. 2.05

DOWNSTREAM

M.L.W. EL. -0.7

DOWNSTREAM

EXIST. RIVER BED

PROP. RIPRAP AND

CRUSHED STONE

EXIST. ABUTMENT

SHALL BE REMOVED

(SEE BRIDGE PLANS)

CL BRG. EAST ABUT.

STA. 139+07.25

CL BRG. WEST ABUT.

STA. 138+73.58

EXIST. GRADE

PROP. APPROACH SLAB (TYP.)

PROP. LOW CHORD

EL. 3.54

P R

O P

E

L E

V

E X

I S

T

E

L E

V

BENCHMARK

POINT #54

TBM SQ CUT FND

EL = 6.18

STA. 139+15.32, 28.66' LT

BENCHMARK

POINT #1647

BRASS RIVET

EL = 5.92

STA. 138+66.10, 20.45' RT

EXIST LOW CHORD

EL = 3.54

PROP. PROFILE GRADE

MATCH

EXISTING

LOW POINT ELEV = 5.56

LOW POINT STA = 137+94.47

PVI STA = 137+97.00

PVI ELEV = 5.47

A.D. = 0.92%

K = 88.74

82' VC

P V

C

E L E

V

P V

T

E L E

V

M.H.H.W. EL. 2.4

DOWNSTREAM

L I M

I T

O

F

C

O L D

P L A

N E

V E

R L A

Y

S T

A

L I M

W

O R

K

S T

A

N

E

L I M

W

O R

K

S T

A

N

E

-0.43%

0.49%

0.43%

STA. 2+00 CHANNEL BASELINE =

STA. 138+90.41 CONSTRUCTION BASELINE

LIMITS OF COLD PLANE & OVERLAY

STA 142+00 TO STA 142+30

LIMITS OF COLD PLANE & OVERLAY

STA 135+30 TO STA 135+60

L I M

C

O L D

P L A

E

R L A

Y

L I M

F

U L L

D

E P

T H

C O

N S

T R

U C

T I O

N

S T

A

L I M

C

O L D

P L A

E

R L A

Y

S T

A

L I M

F

U L L

D

E P

T H

C O

N S

T R

U C

T I O

N

L I M

C

O L D

P L A

E

R L A

Y

S T

A

MATCH EXISTING

HOR. SCALE IN FEET

VER. SCALE IN FEET

20 40

4 4 8

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

YARMOUTH

MAIN STREET (ROUTE 28)

STATE

MA

PROJECT FILE NO.

H

D P

R O

F I L E

D

W G

J u n

H

D P

R O

F I L E

D

W G

J u n

PROFILE - ROUTE 28

NO.

TOTAL

SHEETS

YARMOUTH

MAIN STREET (ROUTE 28)

STATE

MA

PROJECT FILE NO.

H

D C

U R

B T

I E

D

W G

J u n

H

D C

U R

B T

I E

D

W G

J u n

CURB TIE PLAN

SCALE: 1" = 20'

0 50 100

CURVE TABLE (FACE OF CURB)

CURVE RADIUS LENGTH TANGENT

DELTA

3702.40'

2012.62'

361.48'

134.71'

94.65'

19.61'

67.36'

47.33'

9.81'

2° 05' 05"

2° 41' 40"

3° 06' 29"

LEGEND:

xx x

DRIVEWAY NUMBER

CURVE NUMBER

4 2052.62' 243.02' 121.65' 6° 47' 01"

M

A

T

C

H

L

I N

E

S

A

B

O

V

E

S

M

A

T

C

H

L

I N

E

S

L

O

W

S

BASELINE TIES

SCALE: 1"=100'

NOTES:

1. THE CONSTRUCTION BASELINE IS ALSO THE 1933 RECORD BASELINE.

2. REFER TO BRIDGE PLANS FOR CHANNEL GRADING AND DETAILS ASSOCIATED WITH PROPOSED RIPRAP.

SURVEY INFORMATION:

1. FIELD SURVEY PERFORMED ON 4/2012 AND 4/2015 BY BRYANT ASSOCIATES, 90 CANAL STREET, BOSTON, MA, 02114.

WORK WAS CONTRACTED BY LOUIS BERGER AND PERFORMED IN ACCORDANCE WITH MASSDOT GUIDELINES.

2. EXISTING CONDITIONS DRAWING SUPPLIED BY BRYANT ASSOCIATES IN ACCORDANCE WITH MASSDOT GUIDELINES.

3. LOT LINES DEPICTED ON THIS PLAN ARE APPROXIMATE, AND FURTHER INVESTIGATION IS REQUIRED TO DETERMINE

ACCURATE BOUNDARIES

4. SURVEY DATA AS SHOWN ON THE PLANS, FOR ADDITIONAL INFORMATION, SEE FIELD BOOK NO. 212031.

5. WETLAND LIMITS DELINEATED BY LOUIS BERGER, 03/27/2015.

6. THE LENGTHS SHOWN REFER TO THE LENGTHS FROM THE 1933 RECORD LAYOUT PLAN (LAYOUT NO. 2977). THE PCC

FOR THE 2032.62' RADIUS CURVE IS LOCATED AT STATION 134+89.11.

1 431.40' 23.47' 11.74' 3° 07' 01"

NO.

TOTAL

SHEETS

YARMOUTH

MAIN STREET (ROUTE 28)

STATE

MA

PROJECT FILE NO.

H

D G

R A

D I N

G D

W G

J u n

H

D G

R A

D I N

G D

W G

J u n

GRADING PLAN

SCALE: 1" = 20'

0 50 100

LEGEND:

xx

DRIVEWAY NUMBER (SEE SHEET 16 FOR DRIVEWAY LOCATION TABLE)

NO.

TOTAL

SHEETS

YARMOUTH

MAIN STREET (ROUTE 28)

STATE

MA

PROJECT FILE NO.

H

D D

R A

I N

A G

E D

W G

J u n

H

D D

R A

I N

A G

E D

W G

J u n

SCALE: 1" = 20'

0 50 100

DRAINAGE & UTILITY PLAN

TYPE STATION

STRUCTURE

NUMBER

SIZE

5.151 137+94.47

STD

CBCI

137+65.91

138+00.00

10.94' RT

137+94.47

138+32.40

10.30' RT

138+54.70

51.45' RT

5.21

5.34

5.15

5.43

4.91

-0.07: IN (W)

-0.53: IN (W)

139+28.95

5.72

STDCBCI

STDCB

4' DIA

STD

DMH

CBCI

0.67: OUT (S)

0.04: OUT (E)

1.53: OUT (N)

1.50: IN AT

(EXIST MH)

0.55: OUT (N)

-0.10: OUT (S)

-0.56: OUT (E)

DMH

DMH

6.24

1.44: OUT (N)

139+54.35

0.00' RT

1.30: IN (S)

139+29.43

DMH

5.72

DMH 1.27: OUT (W) 4' DIA

1.07: OUT (W)

STD

DRAINAGE STRUCTURE TABLE

CBCI

139+37.59

33.48' LT

1.17: OUT (N)

RIM

ELEV

INVERT

OUT

6.13 6' DIA

INVERT

IN

5' DIA

DOGHOUSE

MH

4' DIA

OVER EXIST

PIPE

1.10: IN (S)

1.10: IN (E)

0.52: IN (N)

0.06: IN (W)

0.52: IN (S)

NOTES:

1. ALL EXISTING UNDERGROUND UTILITIES CROSSING PARKERS RIVER ARE TO BE

RELOCATED DURING CONSTRUCTION.

2. PAVEMENT MARKINGS ARE NOT SHOWN FOR CLARITY.

3. PROPOSED 6" GAS LINE WILL BE TEMPORARY CAPPED DURING THE

CONSTRUCTION OF THE BRIDGE BY NATIONAL GRID AND NATIONAL GRID WILL PLACE

NEW 6" GAS LINE IN THE FINAL LOCATION. CONTRACTOR SHALL COORDINATE WITH

NATIONAL GRID FOR THE PLACEMENT OF THE PROPOSED GAS MAIN AT VARIOUS

PHASES.

4. 10" WATERMAIN WILL BE TEMPORARILY CAPPED DURING CONSTRUCTION. SERVICE

SHALL BE MAINTAINED IN HYDRANT AND SERVICE CONNECTIONS AT ALL TIMES. REFER

TO WATERMAIN DETAILS ON SHEET NO. 13 FOR ADDITIONAL INFORMATION.

5. THE EXISTING 10" WATERMAIN UNDER THE RIVER WAS DETERMINED TO BE ABANDONED

BY THE TOWN OF YARMOUTH.

6. CUT AND PLUG EXISTING 10" WATERMAIN AND REMOVE WATERMAIN UNDER ROADWAY

AND RIVER TO LIMITS SHOWN STA. 138+40 LT - 139+20 RT.

7. ALL ELECTRIC STRUCTURES AFFECTED BY PROPOSED REGRADING ARE TO BE

ADJUSTED TO THE NEW GRADES BY OTHERS UNLESS OTHERWISE SPECIFIED.

8. CONTRACTOR TO COORDINATE RELOCATION OF UTILITY POLES WITH EVERSOURCE.

SEE TEMP CONDITIONS PLAN FOR TEMP UTILITY POLE LOCATIONS.

9. CATCH BASINS SHALL CONFORM TO MASSDOT HIGHWAY STANDARD DETAILS 201.4.0

(PRECAST CONC.), 201.9.0 & 201.9.1 (HOOK LOCK CASCADE GRATE), AND WITH A 4 FOOT

SUMP. SEE SHEET 12 AND 14 FOR MORE DETAILS.

10. SEE BRIDGE PLANS FOR ADDITIONAL DETAILS REGARDING UTILITY LOCATIONS,

SLEEVES, SUPPORTS, AND CONNECTIONS.

11. WATERMAIN SHALL BE INSULATED WITH 2" CLOSED CELLFOAM AND STAINLESS STEEL

JACKET THROUGHOUT BRIDGE CROSSING AND WHEREVER WATERMAIN IS ABOVE

FROST LINE.

12. FOR WATERMAIN DETAILS, SEE SHEET 13.

13. CONTRACTOR SHALL VERIFY EXIST. WATERMAIN PIPE MATERIAL AT TIE IN LOCATIONS

PRIOR TO ORDERING MATERIALS FOR CONSTRUCTION OF WATERMAIN AND RELATED

ITEMS.

14. THE PROPOSED VERIZON DUCT BANK WILL BE TEMPORARILY SUPPORTED FROM THE

PROPOSED PEDESTRIAN BRIDGE AND SHIFTED OVER TO THE PERMANENT LOCATION

(UNDER THE BRIDGE DECK) FOLLOWING THE CONSTRUCTION OF THE INTEGRAL

ABUTMENT CONSTRUCTION AND PRIOR TO THE PLACEMENT OF THE BRIDGE BACK WALL.

CONTRACTOR TO COORDINATE WITH VERIZON.

15. REMOVE EXISTING 10" WATER MAIN UNDER SIDEWALK AND ACROSS BRIDGE TO LIMITS

SHOWN STA. 137+70 LT TO 140+35 LT

16. EXISTING SERVICE CONNECTIONS (2 EACH) TO BE ABANDONED IN PLACE.

NO.

TOTAL

SHEETS

YARMOUTH

MAIN STREET (ROUTE 28)

STATE

MA

PROJECT FILE NO.

H

D D

R A

I N

A G

E D

W G

J u n

H

D D

R A

I N

A G

E D

W G

J u n

SCALE: 1" = 10'

0 20 30 40

VERIZON TELEPHONE CONDUIT NOTES:

PHASE 1

1. THE CONTRACTOR SHALL PLACE THREE (3) 4-INCH DIAMETER TEMPORARILY RELOCATED CONDUITS AS SHOWN ON THE PLANS. VERIZON WILL BE RESPONSIBLE FOR BREAKING INTO THE EXISTING

CONCRETE DUCT BANK AND IDENTIFYING FOUR (4) EMPTY CONDUITS FOR CONNECTING TO. ONCE THE EMPTY CONDUITS ARE IDENTIFIED, VERIZON WILL BE RESPONSIBLE FOR CONNECTING THE

THREE (3) CONDUITS TO THEM. A FOURTH CONDUIT WILL BE INSTALLED AT A LATER DATE.

2. THE CONDUITS PLACED OVER THE TEMPORARY PEDESTRIAN BRIDGE SHALL BE 4-INCH IPS TELEPHONE FIBERGLASS CONDUIT IN CONFORMANCE WITH AMERICAN U-TEL STANDARDS (440 946-6027). THE

LENGTH OF FIBERGLASS CONDUIT SHALL BE APPROXIMATELY 75 FEET. THE REMAINING CONDUIT UP TO THE EXISTING DUCT BANK CONNECTIONS SHALL BE INDUSTRY STANDARD TYPE “C”, 4- INCH HEAVY

WALL PVC, CONFORMING TO GTS 8342, AT&T 8546, OR PTS-77 OR NEMA TC 10 REQUIREMENTS WITH A MINIMUM WALL THICKNESS OF 0.149 INCHES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

FURNISHING AND INSTALLING ALL CONDUIT EXCEPT FOR THE CONNECTIONS TO EXISTING CONDUITS. VERIZON WILL BE RESPONSIBLE FOR RUNNING SERVICE THROUGH TWO OF THE CONDUITS AND ONE

WILL BE LEFT AS A SPARE.

3. ONCE THE CONDUITS ARE IN PLACE, THE CONTRACTOR SHALL BACKFILL ALONG THE TRENCH AND SHALL PROVIDE AN HMA SURFACE IN PAVED AREAS AND LOAM AND SEED IN NON PAVED AREAS.

PHASE 2

1. UPON CONSTRUCTION OF THE BRIDGE ABUTMENTS (SOUTH SIDE) AND PLACEMENT OF THE DECK BEAMS, THE CONTRACTOR SHALL OPEN THE TRENCH TO EXPOSE THE ENTIRE LENGTH OF RECENTLY

PLACED CONDUIT UP TO THE POINT WHERE THEY CONNECT TO THE EXISTING DUCT BANK. ONCE THE CONDUIT IS EXPOSED, VERIZON WILL BE RESPONSIBLE FOR PICKING UP THE THREE CONDUITS AND

SHIFTING THEM OVER TO THE PERMANENT BRIDGE LOCATION. THE CONTRACTOR SHALL INSURE THAT THE REQUIRED CONDUIT SUPPORT ELEMENTS ARE IN PLACE PRIOR TO THE CONDUIT BEING

MOVED. DURING THIS OPERATION, THE CONTRACTOR SHALL INSTALL ONE ADDITIONAL CONDUIT MEETING THE REQUIREMENTS OUTLINED IN NOTE 2. THIS WILL RESULT IN FOUR (4) CONDUITS OVER THE

PROPOSED BRIDGE (2 ACTIVE AND 2 SPARE). THE CONTRACTOR SHALL BACKFILL THE TRENCH AND REPAIR DISTURBED SURFACES IN-KIND OR TO THE FINAL PROPOSED CONDITION.

2. THE CONTRACTOR SHALL INSURE THAT ALL CONDUIT SLEEVES AND APPURTANCES ARE PLACED AROUND THE CONDUITS IN CONFORMANCE WITH THE DETAILS IN THESE PLANS FOR THE END PLACEMENT ON

THE PROPOSED BRIDGE.

3. CONTRACTOR SHALL NOTIFY VERIZON 14 DAYS BEFORE ANY CONDUIT WORK IS TO TAKE PLACE.

4. NO BACKFILLING OF DUCT BANKS SHALL BE ALLOWED UNTIL VERIZON HAS APPROVED THE WORK.

PART PLAN

SCALE: 1" = 10'

DRAINAGE & UTILITY PLAN

GENERAL NOTES:

1. REFER TO SHEET 10 FOR ADDITIONAL INFORMATION ASSOCIATED WITH DRAINAGE, WATER, AND GAS

RELOCATIONS.

2. REFER TO SHEET 17 - 18 FOR LIGHTING DETAILS, BRIDGE PLAN SHEET 19 OF 65.

LIGHTING FIXTURE SCHEDULE

4 - LIGHTING STANDARD/LUMINAIRE NUMBER

2 - CIRCUIT NUMBER

A - FIXTURE TYPE

50 - LUMINAIRE WATTAGE

0 - DEGREE OF TILT

3 - NUMBER OF CABLES

#10 - SIZE OF CABLE IN AWG

#8 GND - #8 AWG GROUND WIRE

LIGHTING AND POWER DISTRIBUTION NOTATIONS

A-50-0

4-2

3 #10 & #8 GND

(NIC) NOT IN CONTRACT, FOR INFORMATION ONLY

DRAINAGE & UTILITY DETAILS

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

YARMOUTH

MAIN STREET (ROUTE 28)

STATE

MA

PROJECT FILE NO.

H

D D

R A

I N

A G

E D

E T

L S

D

W G

J u n

H

D D

R A

I N

A G

E D

E T

L S

D

W G

J u n

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

YARMOUTH

MAIN STREET (ROUTE 28)

STATE

MA

PROJECT FILE NO.

H

D D

R A

I N

A G

E D

E T

L S

D

W G

J u n

H

D D

R A

I N

A G

E D

E T

L S

D

W G

J u n

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

YARMOUTH

MAIN STREET (ROUTE 28)

STATE

MA

PROJECT FILE NO.

H

D D

R A

I N

A G

E D

E T

L S

D

W G

J u n

H

D D

R A

I N

A G

E D

E T

L S

D

W G

J u n

CONSTRUCTION DETAILS

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

YARMOUTH

MAIN STREET (ROUTE 28)

STATE

MA

PROJECT FILE NO.

H

D D

E T

A I L S

D

W G

J u n

H

D D

E T

A I L S

D

W G

J u n

CONSTRUCTION DETAILS

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

YARMOUTH

MAIN STREET (ROUTE 28)

STATE

MA

PROJECT FILE NO.

H

D D

E T

A I L S

D

W G

J u n

H

D D

E T

A I L S

D

W G

J u n

LIGHTING DETAILS

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

YARMOUTH

MAIN STREET (ROUTE 28)

STATE

MA

PROJECT FILE NO.

H

D D

E T

A I L S

D

W G

J u n

H

D D

E T

A I L S

D

W G

J u n

LIGHTING DETAILS

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

YARMOUTH

MAIN STREET (ROUTE 28)

STATE

MA

PROJECT FILE NO.

H

D D

E T

A I L S

D

W G

J u n

H

D D

E T

A I L S

D

W G

J u n

NO.

TOTAL

SHEETS

YARMOUTH

MAIN STREET (ROUTE 28)

STATE

MA

PROJECT FILE NO.

T

R T

T C

D

W G

J u n

T

R T

T C

D

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J u n

TRAFFIC PHASE 2

SCALE: 1"=30'

TRAFFIC PHASE 1

SCALE: 1"=30'

TEMPORARY TRAFFIC CONTROL PLAN

SCALE: 1" = 30'

0 60 100

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 AND ALL OTHER TRAFFIC CONTROL DEVICES SHALL BE IN PLACE PRIOR TO THE START OF

ANY WORK.

4. TEMPORARY CONSTRUCTION SIGNING, BARRICADES AND ALL OTHER NECESSARY WORK ZONE TRAFFIC CONTROL DEVICES

SHALL BE REMOVED FROM THE HIGHWAY OR COVERED WHEN THEY ARE NOT REQUIRED FOR CONTROL OF TRAFFIC.

5. SIGNS AND SIGN SUPPORTS LOCATED ON OR NEAR THE TRAVELED WAY AND REFLECTORIZED PLASTIC DRUMS WITH LIGHTING

DEVICES MOUNTED ON THEM, SHALL PASS THE CRITERIA SET FORTH IN NCHRP REPORT 350, "RECOMMENDED PROCEDURES

FOR THE SAFETY PERFORMANCE EVALUATION OF HIGHWAY FEATURES".

6. CONTRACTORS SHALL NOTIFY EACH ABUTTER AT LEAST 30 DAYS IN ADVANCE OF THE START OF ANY WORK THAT WILL REQUIRE

THE TEMPORARY CLOSURE OF ACCESS, SUCH AS CONDUIT INSTALLATION, EXISTING PAVEMENT EXCAVATION, TEMPORARY

DRIVEWAY PAVEMENT PLACEMENT AND SIMILAR OPERATIONS. SEE ALSO SPECIAL PROVISIONS.

7. THE FIRST TEN PLASTIC DRUMS OF A TAPER SHALL BE MOUNTED WITH SEQUENTIAL FLASHING LIGHTS.

8. THE ADVISORY SPEED LIMIT, IF REQUIRED, SHALL BE DETERMINED BY THE ENGINEER.

9. DISTANCE ARE A GUIDE AND MAY BE ADJUSTED IN THE FIELD BY THE ENGINEER.

10. MAXIMUM SPACING OF TRAFFIC DEVICES IN A TAPER (DRUMS OR CONES) IS EQUAL IN FEET TO THE SPEED LIMIT IN MPH.

11. MINIMUM LANE WIDTH IS TO BE 11 FEET UNLESS OTHERWISE NOTED. MINIMUM LANE WIDTH TO BE MEASURED FROM THE EDGE

OF DRUMS OR MEDIAN BARRIER. PROVIDE 1 FOOT STRIPED SHOULDER ADJACENT TO BARRIERS.

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

13. CONTRACTOR MAY REMOVE SECTION OF BARRIER FOR ACCESS TO WORK ZONE. WHEN BARRIER IS REMOVED, TYPE III

BARRICADE SHALL BE INSTALLED. BARRIER SHALL BE REPLACED AFTER WORK HOURS.

14. PROVIDE TEMPORARY PAVEMENT TRANSITION ROADWAY FROM NEW BRIDGE TO EXISTING GRADE (15% MAX. GRADE).

15. PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS) TO BE USED ONE MONTH PRIOR TO THE START OF CONSTRUCTION STAGE 1.

MESSAGES AND LOCATION TO BE DETERMINED BY THE ENGINEER. SEE SAMPLE MESSAGES ON THIS SHEET.

16. THE CONTRACTOR SHALL CONDUCT HIS HOURS OF OPERATIONS IN CONFORMANCE WITH THE SPECIAL PROVISIONS.

17. THE CONTRACTOR SHALL FULLY RESTRICT ACCESS TO AREAS JUDGED DANGEROUS FOR EITHER PEDESTRIAN OR VEHICULAR

TRAFFIC WITH JERSEY BARRIERS, CHAIN LINK FENCING, OR OTHER MEANS APPROVED BY THE ENGINEER.

18. TEMP. PAVEMENT MARKINGS SHALL BE OF LEAD-FREE PAINT. LANES AND SHOULDERS SHALL BE MEASURED FROM/TO THE

CENTERLINE OF EACH MARKING.

19. PRIOR TO REDIRECTING TRAVEL LANES, THE CONTRACTOR SHALL MODIFY ROADWAY EDGES WITH HMA, CUTTING OF CURBING

AND SIDEWALK AREAS, OR OTHER MEANS NECESSARY TO LEVEL THE ROADWAY FOR SAFE PASSAGE OF MOTORISTS.

20. SEE BRIDGE PLANS FOR ADDITIONAL INFORMATION.

21. SEE CONSTRUCTION DETAILS FOR TEMP, HMA SIDEWALK

22. THE TEMP PED WALKWAY THROUGH THE PAVED PARKING LOT SHALL BE DELINEATED BY 6" REFLECTORIZED WHITE LINE

(PAINTED) TO THE DIMENSIONS AND LOCATION SHOWN ON THE PLANS.

23. LOCATE PLASTIC DRUMS TO ENSURE ACCESS TO ABUTTING PROPERTIES FOR VEHICLES, BUSES AND DELIVERY TRUCKS

DURING ALL PHASES.

24. VEHICULAR ACCESS THROUGH A MINIMUM OF ONE CURB CUT SHALL BE MAINTAINED AT ALL TIMES TO ABUTTING PROPERTIES

WHE ABUTTING BUSINESSES ARE OPEN. CURB CUT ACCESS THROUGH BOTH CURB CUTS TO 679/681 ROUTE 28 (LOBSTER BOAT

RESTAURANT) SHALL BE MAINTAINED DURING THEIR BUSINESS HOURS FOR THE MEMORIAL DAY WEEKEND (NOON ON FRIDAY

THROUGH MEMORIAL DAY) AND FROM JUNE 15TH THROUGH LABOR DAY.

GENERAL TRAFFIC CONTROL NOTES

1. CONSTRUCT TEMPORARY PEDESTRIAN BRIDGE

ADJACENT TO THE SOUTH SIDE OF EXISTING BRIDGE.

2. INSTALL PROPOSED DRAINAGE OUTLET AND ASSOCIATED

MANHOLES.

3. INSTALL PROPOSED TELEPHONE CONDUIT SYSTEM

SUPPORTED ON TEMPORARY PEDESTRIAN BRIDGE.

4. CONSTRUCT TEMP ADA RAMPS AND HANDRAIL AT EACH

END OF THE TEMP. PEDESTRIAN BRIDGE.

5. INSTALL PROPOSED 6" GAS MAIN TEMPORARILY CAPPED

AT BRIDGE AND SERVICE CONNECTION REFER TO UTILITY

PLANS.

6. CONSTRUCT TEMPORARY 6 FOOT WIDE CROSSWALKS

AND TEMPORARY ADA ACCESSIBLE WHEELCHAIR RAMPS.

7. INSTALL TEMPORARY PAINTED PEDESTRIAN WALKWAY.

8. REMOVE SIDEWALK AND CURB ON THE NORTH SIDE OF

THE EXISTING BRIDGE. INSTALL TEMP HMA PAVEMENT.

9. INSTALL TEMPORARY UTILITY POLE AND OVERHEAD WIRE

RELOCATIONS.

PHASE 1

PHASE 2

1. DIVERT TRAFFIC TO TEMPORARY TRAVEL LANES AND

INSTALL TEMPORARY BARRIER AND TEMP IMPACT

ATTENUATORS AND CHAIN LINK FENCE.

2. INSTALL SUPPORT OF EXCAVATION AND DEMOLISH

SOUTH PORTION OF EXISTING BRIDGE.

3. CONSTRUCT SOUTH PORTION OF PROPOSED BRIDGE.

4. SHIFT VERIZON DUCT BANK FROM TEMPORARY

PEDESTRIAN BRIDGE TO FINAL LOCATION ON THE

PROPOSED BRIDGE.

5. INSTALL GAS LINE OVER BRIDGE AND CONNECT TO THE

LOCATIONS WHERE IT WAS CAPPED IN PHASE 1 (BO)

MESSAGE #1

MESSAGE #2

ROAD

WORK

AHEAD

BE

PREPARED

TO STOP

SIGN

TEMPORARY

IMPACT ATTENUATOR

REFLECTORIZED PLASTIC DRUM

DIRECTION OF TRAVEL

WORK ZONE

DOUBLE FACED TEMP. CONCRETE

RESTRAINED BARRIER

TEMP BARRIER

TEMPORARY CHAIN LINK FENCEX

SEE GEN. TRAF. CTRL. NOTE 15

MESSAGE #1

MESSAGE #2

CONST

BEGINS

XX/XX

EXPECT

DELAYS

BEFORE CONSTRUCTION STARTS

DURING CONSTRUCTION

SAMPLE VMS MESSAGES

NO.

TOTAL

SHEETS

YARMOUTH

MAIN STREET (ROUTE 28)

STATE

MA

PROJECT FILE NO.

T

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T

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TRAFFIC PHASE 4

SCALE: 1"=30'

TEMPORARY TRAFFIC CONTROL PLAN

SCALE: 1" = 30'

0 60 100

TRAFFIC PHASE 3

SCALE: 1"=30'

PHASE 3

1. DIVERT TRAFFIC TO TEMPORARY TRAVEL LANES ON

NEW SOUTH PORTION OF THE BRIDGE.

2. INSTALL TEMPORARY BARRIER, CHAIN LINK FENCE

AND TEMP. IMPACT ATTENUATORS ON NORTH SIDE OF

THE NEW SOUTH PORTION OF THE BRIDGE.

3. TURN OFF EXISTING 10" WATER GATE VALVES ON

BOTH SIDES OF EXISTING BRIDGE.

4. DEMOLISH REMAINING PORTION OF THE EXISTING

BRIDGE.

5. CONSTRUCT REMAINING PORTION OF THE PROPOSED

BRIDGE.

6. CONSTRUCT PROPOSED WATER MAIN.

7. CONSTRUCT SIDEWALK, CURB AND GUARDRAIL ON

THE NORTH SIDE OF THE ROADWAY.

PHASE 4

1. DIVERT TRAFFIC TO TEMPORARY TRAVEL LANES ON

NEW NORTH PORTION OF THE BRIDGE

2. CONSTRUCT SIDEWALK AND CURB ON THE SOUTH

SIDE OF THE ROADWAY.

3. CONSTRUCT DRIVEWAY ENTRANCES ON THE

SOUTHERN SIDE OF THE ROADWAY.

SIGN

TEMPORARY

IMPACT ATTENUATOR

REFLECTORIZED PLASTIC DRUM

DIRECTION OF TRAVEL

WORK ZONE

TEMP BARRIER

TEMPORARY CHAIN LINK FENCEX

DOUBLE FACED TEMP. CONCRETE

RESTRAINED BARRIER

NO.

TOTAL

SHEETS

YARMOUTH

MAIN STREET (ROUTE 28)

STATE

MA

PROJECT FILE NO.

T

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D

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J u n

T

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D

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J u n

TEMPORARY TRAFFIC CONTROL PLAN

SCALE: 1" = 30'

0 60 100

TRAFFIC PHASE 5

SCALE: 1"=30'

PHASE 5

1. MOVE VEHICULAR AND PEDESTRIAN TRAFFIC TO

PERMANENT ROADWAY AND SIDEWALK.

2. REMOVE TEMPORARY PEDESTRIAN BRIDGE.

3. REMOVE ALL TEMPORARY STRIPING FOR TEMPORARY

CROSSWALKS AND TEMPORARY PEDESTRIAN

WALKWAY.

4. TEMPORARY PAVING MARKINGS ON THE TOP SURFACE

OF PAVEMENT PRIOR TO FINAL STRIPING APPLICATION

SHALL BE TAPE.

5. FINAL PAVING OF PARKING AREAS.

6. CONSTRUCT FINAL PAVEMENT LAYER.

7. INSTALL FINAL STRIPING PER SIGN & PAVEMENT

MARKING PLAN SHEET 24.

SIGN

TEMPORARY

IMPACT ATTENUATOR

REFLECTORIZED PLASTIC DRUM

DIRECTION OF TRAVEL

WORK ZONE

TEMP BARRIER

TEMPORARY CHAIN LINK FENCEX

DOUBLE FACED TEMP. CONCRETE

RESTRAINED BARRIER

NO.

TOTAL

SHEETS

YARMOUTH

MAIN STREET (ROUTE 28)

STATE

MA

PROJECT FILE NO.

T

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J u n

T

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D

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J u n

CONSTRUCTION SIGN SUMMARY

CONSTRUCTION SIGN SUMMARY

MOUNTED ON

TYPE III

BARRICADE

24 18 3.0 EA = 3.0 EA R9-11(R)

24 18 1 3.0 EA = 3.0 EA R9-11(L)

24 12 4 2.0 EA = 8.0 EA R9-9

24 24 4 4.0 EA = 16.0 EA W13-1P (30)

36 36 1 9.0 EA = 9.0 EA W24-1 (R)

36 36 1 9.0 EA = 9.0 EA W24-1 (L)

36 36 2 9.0 EA = 18.0 EA W20-1

36 36 2 9.0 EA = 18.0 EA W5-1

36 36W11-2

24 12W16-7P

48 36MA-R2-10a

36 48MA-R2-10E

4 9.0 EA = 36.0 EA

4 2.0 EA = 8.0 EA

2 12.0 EA = 24.0 EA

2 12.0 EA = 24.0 EA

FHWA STANDARD HIGHWAY

SIGNS MANUAL

FHWA STANDARD

HIGHWAY SIGNS

MANUAL

FURNISHED

WITH

SIGN

MASSDOT STANDARD SIGNS

MASSDOT STANDARD SIGNS

MASSDOT STANDARD SIGNS

MASSDOT STANDARD SIGNS

NO.

TOTAL

SHEETS

YARMOUTH

MAIN STREET (ROUTE 28)

STATE

MA

PROJECT FILE NO.

T

R T

T C

D

W G

J u n

T

R T

T C

D

W G

J u n

TRAFFIC TYPICAL DETAILS

LONGITUDINAL DROP-OFF DETAIL

NOT TO SCALE

LATERAL DROP-OFF DETAIL

NOT TO SCALE

TWO LANE ROAD

ONE LANE ALTERNATING TRAFFIC WITH POLICE DETAIL

NOT TO SCALE

TWO LANE ROAD

SHOULDER AND TRAVEL LANE CLOSED

NOT TO SCALE

NO.

TOTAL

SHEETS

YARMOUTH

MAIN STREET (ROUTE 28)

STATE

MA

PROJECT FILE NO.

T

R S

I G

N

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P

L A

N D

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J u n

T

R S

I G

N

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A

N D

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SIGN & PAVEMENT MARKING PLAN

SCALE: 1" = 20'

0 50 100

PERMANENT SIGN SUMMARY

R8-1 24 30

1 5.0 SF = 5.0 SF P-5

FHWA STANDARD HIGHWAY

SIGNS MANUAL

FHWA STANDARD

HIGHWAY SIGNS

MANUAL

SCALE: 1" = 20'

0 50 100

1. IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN

AND THE NUMBER OF PLANTS IN THE PLANT SCHEDULE, THE PLANTING PLAN SHALL GOVERN.

2. ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMUM GUIDELINES ESTABLISHED FOR

NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. IN

ADDITION, ALL NEW PLANT MATERIAL FOR THE PROJECT SHALL BE OF SPECIMEN QUALITY.

3. ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER-GROWN, UNLESS

OTHERWISE NOTED ON THE PLANT SCHEDULE.

4. THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO

COMPLETE THE PLANTING SHOWN ON THE DRAWINGS.

5. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF

EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND

CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE ENGINEER.

6. ALL NEW PLANTS SHALL BE TAGGED AND APPROVED BY THE ENGINEER AT THE NURSERY

PRIOR TO DIGGING OR DELIVERY TO THE SITE.

7. STAKE LOCATION OF ALL PROPOSED PLANTING FOR APPROVAL BY ARCHITECT PRIOR TO THE

COMMENCEMENT OF PLANTING.

8. NEW SHRUBS AND GROUND COVER SHALL BEAR THE SAME RELATIONSHIP TO GRADE AS IT

BORE TO PREVIOUS GRADE. TREES SHALL BE SET 3" HIGHER THAN PREVIOUS GRADE. NO

TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING.

9. ALL PLANT BEDS TO RECEIVE THREE INCHES (3") OF BARK MULCH AS PER SPECIFICATIONS, EXCLUDING, AREAS PLANTED WITH AMERICAN BEACHGRASS.

10. CONTRACTOR SHALL PROVIDE FULL DEPTHS OF LOAM AS NOTED ON DETAILS AND AS

SPECIFIED, FOR ALL PLANTING WITH THE EXCEPTION OF THE AMERICAN BEACHGRASS. SEE

DETAILS FOR ADDITIONAL INFORMATION.

11. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). CONTRACTOR

SHALL REPORT ANY DESCREPANCIES TO ARCHITECT PRIOR TO CONTINUING WORK.

12. LIMIT OF WORK LINE IS NOTED ON DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR ALL

DAMAGE DUE TO OPERATIONS INSIDE AND OUTSIDE OF THE CONTRACT LIMIT LINE. ANY

AREAS OUTSIDE THE LIMIT OF WORK THAT ARE DISTURBED SHALL BE RESTORED TO ITS

ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.

13. IN AREAS WHERE EXISTING PAVEMENTS ARE REMOVED AND ARE PROPOSED AS TURF, THE

CONTRACTOR SHALL REMOVE THE PAVEMENT AND BASE, PROVIDE FILL AND 6" TOPSOIL

PRIOR TO SEEDING.

14. SEE CIVIL DRAWINGS FOR GRADING.

15. SEE PAVEMENT MILLING MULCH INTERFACE DETAIL FOR SETBACK FROM GAURD RAIL

PLANT SCHEDULE

SYM QTY BOTANICAL NAME COMMON NAME SIZE SPACING NOTES

DECIDUOUS TREE

CC 1 Crataegus crus-galli var. inermis Thornless Cockspur Hawthorn 3" CAL. n/a Spring dig only

SHRUBS

JH Juniperus horizontalis 'Blue Chip' Creeping Juniper

PF Potentilla fruticosa Shrubby Cinquefoil

48" O.C.

30" O.C.

2 GAL.

3 GAL.

GROUNDCOVER

AU 139 Arctostaphylos uva-ursi Bearberry 1 GAL. 30" O.C.

BEACHGRASSES

1 CC

55 AU

537 AB

783 AB

645 AB

267 AB

10 JH 24 PF 8 JH

84 AU

LEGEND

PROPOSED

DECIDUOUS TREE

CC

PROPOSED

SHRUBS

BEACH

GRASSES

LA-2

LA-2

AB 2,232 Ammophila abrevigulata American Beachgrass

November thru April planting only; place 3 culms per hole

Bare root 18" O.C.

LA-2

LA-2

PLANTING NOTES:

LA-2

LA-2

PROPOSED

GROUND COVER

LA-2

LA-2

SEED MIX

LA-2

SEED MIX

LA-2

SEED MIX

LA-2

SEED MIX

LA-2

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

YARMOUTH

MAIN STREET (ROUTE 28)

STATE

MA

PROJECT FILE NO.

L D

P

L A

N D

W G

J u n

L D

P

L A

N D

W G

J u n

LANDSCAPE PLAN

LA-2

LA-2

LA-2

NO.

TOTAL

SHEETS

YARMOUTH

MAIN STREET (ROUTE 28)

STATE

MA

PROJECT FILE NO.

L D

D

E T

A I L D

W G

J u n

L D

D

E T

A I L D

W G

J u n

SEED MIX

SCALE: 1'-1/2"=1'-0"

SEED MIX

SCREENED LOAM,

ROLLED THICKNESS

COMPACTED

SUBGRADE

CONTINUOUS BED OF PLANTING SOIL

BETWEEN GROUNDCOVER

GROUNDCOVER PLANTING

SCALE: 1'-1/2"=1'-0"

GROUNDCOVER

3" MULCH

PLANTING MIX

COMPACTED

SUBGRADE

EXCAVATE HOLE TO REQUIRED DEPTH AND

BACKFILL WITH APPROVED PLANT MIX, PER

SPECIFICATIONS

REMOVE PLANT FROM POT OR ROLL BURLAP

BACK FROM TOP 1/3 OF ROOTBALL BEFORE

BACKFILLING.

UNTIE ROPE FROM TRUNK, SCARIFY ROOTS ON

CONTAINER GROWN SHRUBS

PLACE ROOT BALL 2" ABOVE SURROUNDING

GRADE

CONTINUOUS BED OF

PLANTING SOIL

BETWEEN SHRUBS

3" DEPTH MULCH (PULL BACK AWAY FROM BASE

OF SHRUB)

PLACE ROOTBALL ON COMPACTED SUBGRADE

SLOW RELEASE FERTILIZER

SHRUB PLANTING

SCALE: 1'-1/2"=1'-0"

EQ. EQ. EQ.

5'Ø

DECIDUOUS TREE PLANTING

SCALE: N.T.S.

INSTALL TREE PLUMB

TOP OF ROOTBALL SHALL BEAR SAME

RELATIONSHIP TO FINISHED GRADE AS TO

PREVIOUS EXISTING GRADE

ROOT FLARE SHALL BE EXPOSED; MULCH

SHOULD NOT TOUCH TREE TRUNK

PLACE BALL ON SUBSOIL. REMOVE AND DISCARD

BURLAP EXCEPT UNDER BALL. REMOVE AND

DISCARD ALL SYNTHETIC SOIL WRAPPING

MATERIALS (TREATED BURLAP, NYLON TWINE,

WIRE BASKETS, ETC.)

3'' BARK MULCH

DECOMPACTED SUBGRADE

EXCAVATE HOLE TO DIAMETER 3X WIDER THAN

ROOTBALL. BACKFILL HOLE WITH PLANTING

SOIL MIX

SLOW RELEASE FERTILIZER

EXCAVATE SUBSOIL AS REQUIRED

TO PLACE ROOTBALL TO PROPER ELEVATION.

PLACE ROOTBALL DIRECTLY ON COMPACTED OR

UNDISTURBED SUBSOIL.

FIR POST

GALVANIZED STEEL NUTS (2)

GALVANIZED STEEL EYEBOLT

GALVANIZED STEEL GUY WIRE

GALVANIZED STEEL WASHER

EYEBOLT ENLARGEMENT

NOT TO SCALE

3" DIMENSION

2" X 4" X 10' FIR POSTS; 3 PER TREE EQUALLY

SPACED AROUND TREE; ALL POSTS SHALL BE

PLUMB AND HAVE SAME HEIGHT ABOVE FINISH

GRADE; ORIENT 3": DIMENSION PERP. TO TRUNK

13 GAUGE GALVANIZED MALLEABLE WIRE CABLE

LOOPED AROUND TRUNK AND THROUGH

EYEBOLT; ENCASE WIRE AROUND TRUNK IN

REINFORCED RUBBER HOSE; SECURE BY

TWISTING TAUTLY.

BORE 3/8" HOLE THROUGH 2" DIMENSION OF

EACH POST, 6" FROM TOP OF POST, TO ACCEPT

1/4" X 4" GALVANIZED STEEL EYEBOLT; PROVIDE

GALVANIZED STEEL WASHER AND 2 BOLTS FOR

EACH EYEBOLT

SECTION

18" TYP.

T

Y P

PLAN

PROPOSED GRADE

18" TYP.

BEACHGRASS CULMS

(3)PER HOLES

SCALE: 3/4"=1'-0"

BEACHGRASS PLANTING

COMPACTED

SUBGRADE

SAND

LANDSCAPE DETAILS

COMMONWEALTH OF MASSACHUSETTS

MassDOT, Highway Division

G E

N E

R A

L

N

O T

E S

D

W G

J u n

S

F i n a l

S t r u c t u r a l

S u b m i t t a l

S

A p r i l

R I N

G S

D

W G

J u n

S

F i n a l

S t r u c t u r a l

S u b m i t t a l

S

A p r i l

R I N

G S

D

W G

J u n

S

F i n a l

S t r u c t u r a l

S u b m i t t a l

S

A p r i l

G

N E

R A

L

P

L A

N D

W G

J u n

S

F i n a l

S t r u c t u r a l

S u b m i t t a l

S

A p r i l

C R

O S

S

S

E C

T I O

N D

W G

J u n

S

F i n a l

S t r u c t u r a l

S u b m i t t a l

S

A p r i l

E

V A

T I O

N D

W G

J u n

E L E

V A

T I O

N D

W G

J u n

S

F i n a l

S t r u c t u r a l

S u b m i t t a l

S

A p r i l

D

M O

L I T

I O

N D

W G

J u n

S

F i n a l

S t r u c t u r a l

S u b m i t t a l

S

A p r i l

(WIDTH OF SIDEWALK AT FINAL STAGE)

R

O S

S

S

E C

T I O

N D

W G

J u n

S

F i n a l

S t r u c t u r a l

S u b m i t t a l

S

A p r i l

U N

D A

T I O

N

P

L A

N D

W G

J u n

S

F i n a l

S t r u c t u r a l

S u b m i t t a l

S

A p r i l

T

A I L S

D

W G

J u n

S

F i n a l

S t r u c t u r a l

S u b m i t t a l

S

A p r i l

U T

M E

A

N

A

E

V A

T I O

N S

D

W G

J u n

S

F i n a l

S t r u c t u r a l

S u b m i t t a l

S

A p r i l

U T

M E

A

N

A

E

V A

T I O

N S

D

W G

J u n

S

F i n a l

S t r u c t u r a l

S u b m i t t a l

S

A p r i l

U T

M E

T

A I L S

D

W G

J u n

S

F i n a l

S t r u c t u r a l

S u b m i t t a l

S

A p r i l

U T

M E

T

A I L S

D

W G

J u n

S

F i n a l

S t r u c t u r a l

S u b m i t t a l

S

A p r i l

W

L L

D

E T

A I L S

D

W G

J u n

S

F i n a l

S t r u c t u r a l

S u b m i t t a l

S

A p r i l

E C

A S

T

D

E T

A I L S

D

W G

J u n

S

F i n a l

S t r u c t u r a l

S u b m i t t a l

S

A p r i l

E C

A S

T

H

I G

H W

Y

U A

R D

R A

I L

T

R A

N S

I T

I O

N D

W G

J u n

S

F i n a l

S t r u c t u r a l

S u b m i t t a l

S

A p r i l

M

S

C E

L L A

N E

O U

S

D

E T

A I L S

D

W G

J u n

S

F i n a l

S t r u c t u r a l

S u b m i t t a l

S

A p r i l

F F

E R

D A

M

S

T A

G I N

G D

W G

J u n

S

F i n a l

S t r u c t u r a l

S u b m i t t a l

S

A p r i l

F F

E R

D A

M

S

T A

G I N

G D

W G

J u n

S

F i n a l

S t r u c t u r a l

S u b m i t t a l

S

A p r i l

F F

E R

D A

M

S

T A

G I N

G D

W G

J u n

S

F i n a l

S t r u c t u r a l

S u b m i t t a l

S

A p r i l

SCALE: 1" = 10'

0 20 30 40

R

H A

N N

E L

G

R A

D I N

G D

W G

J u n

S

F i n a l

S t r u c t u r a l

S u b m i t t a l

S

A p r i l

LEGEND

RIPRAP

NOTES:

1. RIPRAP SLOPES SHALL BE 1.5H:1V UNLESS OTHERWISE NOTED.

E

V A

T I O

N D

W G

J u n

E L E

V A

T I O

N D

W G

J u n

S

F i n a l

S t r u c t u r a l

S u b m i t t a l

S

A p r i l

A M

I N

G

P

L A

N D

W G

J u n

S

F i n a l

S t r u c t u r a l

S u b m i t t a l

S

A p r i l

T

A I L S

D

W G

J u n

S

F i n a l

S t r u c t u r a l

S u b m i t t a l

S

A p r i l

T

A I L S

D

W G

J u n

S

F i n a l

S t r u c t u r a l

S u b m i t t a l

S

A p r i l

S

P E

R S

T R

U C

T U

T

A I L S

D

W G

J u n

S

F i n a l

S t r u c t u r a l

S u b m i t t a l

S

A p r i l

P E

R S

T R

U C

T U

T

A I L S

D

W G

J u n

S

F i n a l

S t r u c t u r a l

S u b m i t t a l

S

A p r i l

I D

A

N D

W G

J u n

S

F i n a l

S t r u c t u r a l

S u b m i t t a l

S

A p r i l

I L I T

Y

D

E T

A I L S

D

W G

J u n

S

F i n a l

S t r u c t u r a l

S u b m i t t a l

S

A p r i l

E C

A S

T

H

I G

H W

Y

A

R D

R A

I L

T

R A

N S

I T

I O

N D

W G

J u n

S

F i n a l

S t r u c t u r a l

S u b m i t t a l

S

A p r i l

T

L

B

R I D

I L D

W G

J u n

S

F i n a l

S t r u c t u r a l

S u b m i t t a l

S

A p r i l

0-10-20-30-40-50

137+07

0 10 20 30 40 50

CUT: 12.81 SF

FILL: 0.00 SF

GRAVEL: 11.40 SF

R

T

R

T

R

T

2.00%

.2

E X

L O

EXIST GROUND (TYP)

PROP VERIZON DUCT (BO)

ELEVATION TBD

CUT: 20.84 SF

FILL: 0.00 SF

GRAVEL: 15.74 SF

L T

R

T

L T

R

T

R

T

E X

L O

E X

L O

EXIST GROUND (TYP)

R

T

CUT: 17.14 SF

FILL: 0.00 SF

GRAVEL: 7.52 SF

R

T

L T

L T

R

T

E X

L O

E X

L O

EXIST GROUND (TYP)

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

YARMOUTH

MAIN STREET (ROUTE 28)

STATE

MA

PROJECT FILE NO.

H

D S

E C

T I O

N S

D

W G

J u n

H

D S

E C

T I O

N S

D

W G

J u n

HOR. SCALE IN FEET

VER. SCALE IN FEET

4 4 8

4 4 8

SECTIONS

137+40.14

0-10-20-30-40-50

CUT: 16.79 SF

FILL: 0.00 SF

GRAVEL: 14.50 SF

L T

L T

L T

2.00%

5.8 8%

E X

L O

EXIST GROUND (TYP)

.7

1.50%

E X

L O

R

T

R

T

E X

L O

L T

L T

L T

CUT: 28.43 SF

FILL: 0.00 SF

GRAVEL: 18.84 SF

137+91.63

0 10 20 30 40 50

CUT: 51.38 SF

FILL: 0.00 SF

GRAVEL: 27.84 SF

R

T

R

T

R

T

2.00%

.6

EXIST GROUND (TYP)

PROP VERIZON DUCT (BO)

ELEVATION TBD

PROP 6" GAS (BO)

ELEVATION TBD

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

YARMOUTH

MAIN STREET (ROUTE 28)

STATE

MA

PROJECT FILE NO.

H

D S

E C

T I O

N S

D

W G

J u n

H

D S

E C

T I O

N S

D

W G

J u n

SECTIONS

HOR. SCALE IN FEET

VER. SCALE IN FEET

4 4 8

PROP 6" GAS (BO)

ELEVATION TBD

PROP VERIZON DUCT (BO)

ELEVATION TBD

PROP VERIZON DUCT (BO)

ELEVATION TBD

PROP 10" WATER MAIN

ELEVATION TBD

PROP 10" WATER MAIN

EXIST GROUND (TYP)

CUT: 96.29 SF

FILL: 0.30 SF

GRAVEL: 46.53 SF

CUT: 85.30 SF

FILL: 11.14 SF

GRAVEL: 37.53 SF

R

T

R

T

R

T

R

T

R

T

L T

L T

L T

L T

E X

L O

E X

L O

P R

O P

L O

A

L T

P R

O P

L O

A

L T

L T

L T

PROP RIPRAP

PROP CRUSHED STONE

P T

H

PROP 6" GAS (BO)

L T

R

T

2.00%

E X

L O

P R

O P

L O

A

L T

P R

O P

L O

A

L T

PROP 3" RGS

ELEC CONDUIT

EXIST GROUND (TYP)

R

T

L T

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

YARMOUTH

MAIN STREET (ROUTE 28)

STATE

MA

PROJECT FILE NO.

H

D S

E C

T I O

N S

D

W G

J u n

H

D S

E C

T I O

N S

D

W G

J u n

SECTIONS

HOR. SCALE IN FEET

VER. SCALE IN FEET

139+50

0 10 20 30 40 500-10-20-30-40-50-60

PROP VERIZON DUCT (BO)

ELEVATION TBD

PROP VERIZON DUCT (BO)

ELEVATION TBD

PROP 10" WATER MAIN

ELEVATION TBD

PROP 10" WATER MAIN

R

T

R

T

R

T

R

T

R

T

L T

L T

L T

L T

1.50%

2.00%5.7 8%

2.00%

1.50%

E X

L O

E X

L O

E X

L O

EXIST GROUND (TYP)

0.00%

L T

0.00%

R

T

L T

PROP 6" GAS (BO)

ELEVATION TBD

140+44

0 10 20 30 40 50 600-10-20-30-40-50-60

CUT: 20.61 SF

FILL: 0.00 SF

GRAVEL: 7.73 SF

R

T

L T

L T

MATCH EXISTINGMATCH EXISTING

5.4 2% 1.50%

1.50%

E X

L O

E X

L O

EXIST GROUND (TYP)

R

T

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

YARMOUTH

MAIN STREET (ROUTE 28)

STATE

MA

PROJECT FILE NO.

H

D S

E C

T I O

N S

D

W G

J u n

H

D S

E C

T I O

N S

D

W G

J u n

SECTIONS

HOR. SCALE IN FEET

VER. SCALE IN FEET

1+60

-12

-8

-4

-12

-8

-4

0 10 20 30 40 500-10-20-30-40

1.5

0.75

RIP-RAP

CRUSHED STONE

MHW 2.05

L T

L T

EXIST GROUND (TYP)

P T

H

SEE BRIDGE PLANS FOR COFFER DAM STAGING

AND RIPRAP CHANNEL GRADING PLAN

1.5

RIP-RAP

CRUSHED STONE

CUT: 402.60 SF

RIP RAP: 247.01 SF

CRUSHED STONE: 60.66 SF

R

T

R

T

R

T

L T

L T

L T

EXIST GROUND (TYP)

P T

H

P T

H

R

T

L T

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

YARMOUTH

MAIN STREET (ROUTE 28)

STATE

MA

PROJECT FILE NO.

H

D S

E C

T I O

N S

D

W G

J u n

H

D S

E C

T I O

N S

D

W G

J u n

CHANNEL SECTIONS

HOR. SCALE IN FEET

VER. SCALE IN FEET

1.5

1 CRUSHED STONE

1.5

RIP-RAP

CUT: 419.42 SF

RIP RAP: 273.73 SF

CRUSHED STONE: 68.43 SF

MHW 2.05

L T

L T

L T

R

T

R

T

R

T

EXIST GROUND (TYP)

P T

H

P T

H

S

L

O

R

I E

S

S

L

O

R

I

E

S

RIP-RAP

CRUSHED STONE

R

I

P

R

A

P

C

R

U

S

H

O

N

E

CUT: 328.83 SF

RIP RAP: 274.11 SF

CRUSHED STONE: 78.40 SF

MHW 2.05

R

T

L T

L T

R

T

R

T

EXIST GROUND (TYP)

P T

H

P T

H

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

YARMOUTH

MAIN STREET (ROUTE 28)

STATE

MA

PROJECT FILE NO.

H

D S

E C

T I O

N S

D

W G

J u n

H

D S

E C

T I O

N S

D

W G

J u n

CHANNEL SECTIONS

HOR. SCALE IN FEET

VER. SCALE IN FEET