20190724 ADDENDUM 5 Parkers River Plans SHT 1 and 5 and 6 and 11 and 20 and 27and 45.pdf

PDF 5 MB Posted

Attached to
Parkers River Bridge
Solicitation number
BD-19-1355-TYARM-YADPW-40968
Issued by
Barnstable County, Massachusetts

About this file

Written by GovTribe AI ·

This document is an addendum to a Massachusetts Department of Transportation project for the complete replacement and widening of the Parkers River Bridge located in Yarmouth, Massachusetts. The project includes the demolition of the existing bridge, construction of a new bridge, and related roadway improvements along Main Street (Route 28). The work involves the installation of a temporary pedestrian bridge, relocation of utilities, construction of new sidewalks and curbing, and drainage system improvements. The project limits extend approximately 700 feet along the roadway. Construction is expected to be completed in multiple phases to maintain traffic flow during the project.

The contract requires the successful bidder to provide all necessary materials, labor, and equipment to execute the work. Pricing terms, funding sources, and set-asides are not specified in the document. The contract term and any renewal options are also not provided. The document outlines the technical details and plans for the bridge replacement and roadway improvements.

View the file

Other files

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Parkers River Bridge Addendum No. 3.pdf PDF
Addendum 4 Parkers River Bridge.pdf PDF
Form for General Bid 00410-6 through 00410-15.pdf PDF
Prevailing wage Parkers River Bridge.pdf PDF
1932 Existing Plans.pdf PDF
20190724 ADDENDUM 5 Parkers River Plans 10.pdf PDF
20190724 ADDENDUM 5 Parkers River Bid Tabulation.pdf PDF
Parkers River Bridge Addendum No. 1.pdf PDF
Parkers River Bridge Addendum No 6.docx DOCX document
20190724 ADDENDUM 5 Parkers River Plans 10~1.pdf PDF
Addendum 2 Parkers River.pdf PDF
20190605 PSE Parkers Special Provisions arl lah.pdf PDF
ATTACHMENT K-GEOTECHNICAL REPORT.pdf PDF
1896 Existing Plans.pdf PDF
20190611 PSE Parkers PLANS - FINAL.pdf PDF
USDA Form AD-1048 experation date 4.30.22.pdf PDF
Parkers River Addendum No.5.pdf PDF
General and Supplementay conditions Parker River.pdf PDF
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N

MID-CAPE HIGHWAY

R

O

U

T

E

M

AIN STREET

YARMOUTH

ROUTE 6

SEINE

POND

B

U

C

K

I

S

L

A

N

D

R

O

A

D

W

E

Y

A

R

M

O

U

T

H

R

O

A

D

W

I

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L

O

W

R

E

E

T

H

I G

G

I

R

O

W

E

L

L

R

O

A

D

LEWIS

BAY

ATLANTIC

OCEAN

F

O

R

E

A

D

WEST

DENNIS

S

T

A

T

I

V

E

N

U

E

SOUTH

YARMOUTH

LEWIS

POND

S

S

E

N

U

E

LENGTH OF PROJECT = 700 FEET = 0.1287 MILES

MASSACHUSETTS DEPARTMENT OF TRANSPORTATIONFED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

YARMOUTH

MAIN STREET (ROUTE 28)

STATE

MA

PROJECT FILE NO.

--- 1

THE MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAYS AND

BRIDGES DATED 1988, AS AMENDED, THE SUPPLEMENTAL SPECIFICATIONS DATED APRIL 1, 2019, THE 2017 CONSTRUCTION STANDARD DETAILS, THE 1996 CONSTRUCTION AND TRAFFIC STANDARD

DETAILS, (AS RELATED TO TRAFFIC STANDARD DETAILS ONLY), THE LATEST MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS WITH MASSACHUSETTS AMENDMENTS,

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, WILL GOVERN.

TITLE SHEET & INDEX

DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

APPROVED:

DIVISION ADMINISTRATOR DATE DATE

CHIEF ENGINEER DATE

RECOMMENDED FOR APPROVAL

APPROVED

IN THE TOWN OF

BARNSTABLE COUNTY

MAIN STREET (ROUTE 28)

YARMOUTH

HIGHWAY DIVISION

(BRIDGE NO. Y-01-002)

PLAN AND PROFILE OF

HIGHWAY ADMINISTRATOR

H

D T

I T

L E

D

W G

J u l

DATE

DESCRIPTION

REV #

H

D T

I T

L E

D

W G

J u l

DESIGN DESIGNATION - MAIN STREET (RTE 28)

DESIGN SPEED 45 MPH

ADT (2015) 17,650

ADT (2035) 20,500

K 9%

D 54%

T (PEAK HOUR)

1.5%

T (AVERAGE DAY)

1.3%

DHV

1,845

DDHV 996

FUNCTIONAL CLASSIFICATION URBAN PRINCIPAL ARTERIAL

2,500

SCALE: 1" = 2,500'

0 5,000 7,500 10,000

N

THE Louis Berger Group, INC.

117 KENDRICK STREET, SUITE 400

NEEDHAM, MA 02494

PROJECT END

STA. 142+30.00

N 2,699,882.8656

E 1,005,372.2802

PROJECT BEGIN

STA. 135+30.00

N 2,699,702.2407

E 1,004,698.8742

PROJECT

LOCATION

BR# Y-01-002

Sheet List Table

SHEET NUMBER SHEET TITLE

1 TITLE SHEET & INDEX

2 GENERAL NOTES & LEGEND

3 TYPICAL SECTION

4 TYPICAL SECTION

5 CONSTRUCTION PLAN

6 TEMPORARY CONDITIONS PLAN

7 PROFILE - ROUTE 28

8 CURB TIE PLAN

9 GRADING PLAN

10 DRAINAGE & UTILITY PLAN

11 DRAINAGE & UTILITY PLAN

12 DRAINAGE & UTILITY DETAILS

13 DRAINAGE & UTILITY DETAILS

14 DRAINAGE & UTILITY DETAILS

15 CONSTRUCTION DETAILS

16 CONSTRUCTION DETAILS

17 LIGHTING DETAILS

18 LIGHTING DETAILS

19 TEMPORARY TRAFFIC CONTROL PLAN

20 TEMPORARY TRAFFIC CONTROL PLAN

21 TEMPORARY TRAFFIC CONTROL PLAN

22 CONSTRUCTION SIGN SUMMARY

23 TRAFFIC TYPICAL DETAILS

24 SIGN & PAVEMENT MARKING PLAN

25 LANDSCAPE PLAN

26 LANDSCAPE DETAILS

60 - 63 CROSS SECTIONS

64 - 65 CHANNEL SECTIONS

27-59 BRIDGE PLANS

SEE SHEET 27 FOR INDEX OF BRIDGE PLANS

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ADDENDUM NO. 5, JULY 24, 2019

PARKERS RIVER

SALT MARSH

P

A

R

K

E

R

S

R

I

V

E

R

EXIST. 10"

WATER MAIN

PROP CEM. CONC.

SIDEWALK (TYP)

6.88'

30.00'

SAWCUT (TYP)

TAPER SIDEWALK

TO MEET EXISTING

L

I M

F

R

K

S

T

A

0N

E

6.88'

PROP. VA 5

GRAN. CURB

REMOVE EXIST

WOODEN DECK

PROP LOAM & SEED

PROP HMA PARKING LOT PAVEMENT.

SEE NOTE 14

PROP VB

GRAN CURB

6.88'

PROP VB GRAN CURB

REMOVE

GRAVEL PATH

PROP LOAM &

SEED

PROP 5' GRAVEL PATH

8" THICK

PROP TRAILING

ANCHORAGE

PROP TRAILING

ANCHORAGE

PROP TRAILING

ANCHORAGE

EXIST UTILITY

SUPPORT TO

BE REMOVED

PROP VB 5

GRAN. CURB

PROP CEM. CONC.

SIDEWALK (TYP)

BOS

B

O

S

BO

S

B

O

S

BOS

PROP TANGENT

END TREATMENT

PROP HMA DRIVEWAY

PROP HMA

DRIVEWAY

M

A

R

E

E

T R

O

U

6.88' .8

30.00

30.0 0'

PT +84.81

PCC +89.10

MAINTAIN EXIST

WOOD DECK

4.50

PROP HMA

SIDEWALK

PROP HMA

SIDEWALK

PROP DRAINAGE SYSTEM

(SEE SHEET 10)

SAWCUT & MEET

EXIST SIDEWALK +44

(TYP)

M A

T C

H L I N

E

S E

E

B

E L O

W

S T

A

R

L

LINE OF TEMP

CONST. EASEMENT

PERM UP (BO)

PROP. STATE HIGHWAY

ALTERATION

PERM UP (BO)

9.8

R&R

(BY OTHERS)

LINE OF TEMP

CONST. EASEMENT

R&R FENCE

SEE NOTE 12

PROP VB GRAN

CURB SECTION

PROP HMA

DRIVEWAY

2+00 CHANNEL BASELINE=

138+90.41 SHLO-1933

PROP HMA DRIVEWAY

C H

A N

N E

L

B

L

C

O

N

S

T

B

L

RET

PROP BRIDGE

NO. Y-01-002

(SEE BRIDGE PLANS)

PROP CEM. CONC.

DRIVEWAY (TYP)

PROP LIMITS OF RIP-RAP (TYP)

R&R 10' OF CLF

PROP LOAM

AND SEED

LIMIT OF FULL DEPTH

STA. 137+60

LIMIT OF COLD PLANE

AND OVERLAY

STA. 137+60

LIM

IT

O F

F U

LL D

E

P T

H

S T

A . 1

39+

LIM

IT

O F

C O

LD

P

LA

N

E

A N

D O

V E

R

LA

Y

S T

A . 1

39+

PROP LOAM AND SEED

PROP HMA

SIDEWALK

PROP VB

GRAN CURB

PROP VB

GRAN CURB

PROP HMA

SIDEWALK

SAWCUT &

MEET EXIST

PAVEMENT

4.50'

B

O

S

B O

S

B O

S

PROP LOAM AND SEED

SEE NOTE 6

CLEAR

AND GRUB

CLEAR AND GRUB

CLEAR

AND GRUB

PROP LOAM

AND SEED

CLEAR AND GRUB

SAWCUT (TYP)

SAWCUT (TYP)

COLD PLANE AND OVERLAY

SAWCUT (TYP)

SAWCUT & MEET

EXIST SIDEWALK

+65 (TYP)

5.50'

PROP LINE OF PERM EASEMENT

PERM GN

EASEMENT

PROP. STATE

HIGHWAY ALTERATION

PERM D EASEMENT

PERM GR EASEMENT

PERM PUE EASEMENT

PROP VB

GRAN CURB

PROP. VB GRAN. CURB

PROP VB GRAN CURB

PROP CEM. CONC.

SIDEWALK (TYP)

PROP CEM. CONC.

SIDEWALK (TYP)

PROP CEM. CONC.

SIDEWALK (TYP)

PROP HMA PARKING

LOT PAVEMENT.

SEE NOTE 16

CURVED TL-2

R=20'

PROP GRANITE 3' TERMINAL SECTION

PROP GRANITE 3'

TERMINAL SECTION

PROP VB GRANITE CURB

PROP GRANITE 3'

TERMINAL SECTION

PROP GRANITE 3'

TERMINAL SECTION

3" TERMINAL

SECTION

PROP

GRANITE

PROP. VB CURB

PERM PUE

EASEMENT

PERM D EASEMENT

PROP LOAM

AND SEED

PERM GR

EASEMENT

PROP BND

PROP BND

PROP BND

PROP BND

5.50'

REMOVE RIP RAP

FOR DRAIN LINE

(RELAY IN KIND)

PROP LOAM AND SEED

SAWCUT &

MEET EXIST

PAVEMENT

L

IM

IT

O

F W

O R

K

S T

A . 1

.0

N

,6 ,8

.8

E

,0 ,3

.2

PROP VB GRAN CURB

PT +84.81

M A

T C

H L I N

E

S E

E

A

B O

V E

S T

A

PROP VB

GRAN CURB

PROP HMA SIDEWALK

PROP VB GRAN CURB

PROP HMA SIDEWALK

COLD PLANE AND

OVERLAY

SAWCUT (TYP)

SAWCUT

PERM PUE

EASEMENT

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

YARMOUTH

MAIN STREET (ROUTE 28)

STATE

MA

PROJECT FILE NO.

H

D P

L A

N D

W G

J u l

H D

P

L A

N D

W G

J u l

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

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BB

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BB

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HR

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ST.GRDL

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PTL

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BENCH

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BENCH

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BENCH

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BENCH

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BITUMINOUS PARKING LOT

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BITUMINOUS PARKING LOT

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WOOD DECK

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R.R TIES (FLUSH)

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PLANTER

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GRAVEL/GRASS PARKING

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R.R.TIES

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EDGE BRUSH

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SIGN

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R.R.TIES

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R.R.TIES

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ST.GRDL

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ST.GRDL

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ST.GRDL

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SWL

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SWL

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SWL

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SWL

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BIT PATCH

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GRASS

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BIT

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VGC

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BENCH

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P&R FENCE

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P&R FENCE

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P&R FENCE

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P&R FENCE

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CONC CURB STOP(TYP)

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GRASS

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CC

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VGC

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VGC

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VGC

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CSC

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SIGN

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HR

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BIT

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GRAVEL

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GRAVEL

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GRAVEL

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WATER STAIN LINE

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BITUMINOUS DRIVE

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BIT

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VERT. PVC PIPE

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DYL

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DYL

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ELEVATION = 5.92

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CONCRETE BRIDGE WALL.

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IN SOUTHWEST CORNER OF

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BRASS RIVET FOUND

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BENCHMARK

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PGL

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SW

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BOULDER

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EDGE RIP RAP

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ELEVATION = 6.18

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CONCRETE BRIDGE WALL.

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IN NORTHEAST CORNER OF

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CHISELED SQUARE FOUND

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BENCHMARK

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EDGE RIP RAP

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6"PL

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6"PL

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6"PL

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DECK

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PUMP HOUSE

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FOOTPATH

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RIP RAP/REVETMENT

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RIP RAP/REVETMENT

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RIP RAP/REVETMENT

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EDGE RIP RAP

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EDGE RIP RAP

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BRUSH/GRASS

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GRASS

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GRASS

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GRASS

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STONE DUST

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FOOTPATH

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ELEC.

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METER

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ALE

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FOOTPATH

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CONC.

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POST

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(TYP)

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2"GAS

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GAS

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GAS

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GAS

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GAS

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BIT DRIVE

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SIGN

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SIGN

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FENCE

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MULCH

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MULCH

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SIGN

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GRASS

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BIT BERM

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BIT WALK

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GRASS

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BEAR"

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RR TIE WALL

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MULCH

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MULCH

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GRASS

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GRAVEL

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RAMP

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STONE WALL

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GRASS

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PLANTER

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MULCH

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MULCH

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PLANTER

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BITUMINIOUS

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GRASS

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PLANTER

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PLANTER

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OVERGROWN

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DYL

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3.5 FENCE

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FLAGPOLE

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SHRUB

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SHRUB

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PL

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SIGN

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PL

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PL

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"MARTIN

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STATUE

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18"RCP

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NPV

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NPV

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FILLED WITH SAND

FLOOD

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EBB

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FLOOD

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6"PL

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2"GAS

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Location Line of January 10, 1933

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PARKERS RIVER

SALT MARSH

P

A

R

K

E

R

S

R

I

V

E

R

EXIST 10"

WATER MAIN

L

I M

R

K

S

T

A

0N

E

PROP TEMP PEDESTRIAN BRIDGE

WITH TEMP PEDESTRIAN WALKWAYS

(SEE BRIDGE PLANS)

EXIST UTILITY SUPPORT

TO BE REMOVED

R

O U

T E

PT +84.81

PCC +89.10

M A

T C

H L I N

E

S E

E

B

E L O

W

S T

A

R

L

LINE OF TEMP.

CONST. EASEMENT

R&R

LINE OF TEMP

CONST. EASEMENT

R&R

TEMP 12" SWL

CROSSWALK

R&R FENCE

2+00 CHANNEL BASELINE=

138+90.41 SHLO-1933

C H

A N

N E

L

B

L

C

O

N

S

T

B

L

RET

PROP COMPOST

FILTER TUBES (TYP)

PROP TEMP PED.

WALKWAY (TYP)

PROP TEMP. PED.

WALKWAY (TYP)

TEMP HMA ADA

ACCESSIBLE WC RAMP W/

TACTILE MAT (TYP)

PROP COMPOST

FILTER TUBES (TYP)

PROP COMPOST

FILTER TUBES (TYP)

PROP COMPOST

FILTER TUBES (TYP)

TEMP CLF FENCE

ALONG CHANNEL

TEMP CLF FENCE

ALONG CHANNEL

TEMP CLF FENCE

ALONG CHANNEL

TEMP CLF FENCE

ALONG CHANNEL

PROP. SHLO

ALTERATION

PROP SHLO

ALTERATION

TEMPORARILY RELOCATE

UP # 37-122W (BO)

TEMPORARILY RELOCATE

UP # 37-123W (BO)

TEMP. OHW

TEMP.

OHW

TEMPORARY

VERIZON DUCT BANK

(SEE NOTES 1, 2, & 3 SHEET 11)

TEMP VERIZON DUCT BANK

(3-4" DIA PVC CONDUITS)

TEMP GAS CAP

(BO) (PH I)

CUT & PLUG

TEMP GAS CAP (BO) (PH I)

CUT & PLUG

TIE TO

EXIST UP

TEMP. OHW

TEMP. OHW

M

A

IN

S T

R E

E T

TIE TO

EXIST UP

TEMP CONST

EASEMENT LINE

6.30±

EXISTING SPOT

ELEVATION

PROP TEMP HMA

WALKWAY. SEE SHEET 15

LANDINGLANDING

.8

6.30

6.30

5.43

5.40

MEET EXISTING

MEET EXISTING

SIDEWALK

5.21

5.11

MAINTAIN & PROTECT

LANDSCAPE

ISLAND/PLANTING BED

CONSTRUCT ADA

COMPLIANT WALKWAY

4.90 PROP

4.71

REMOVE

CURB AS

REQUIRED

OVERLAY PARKING

AREA AS REQUIRED

OVERLAY DRIVEWAY

AS REQUIRED

PROP. SHLO

ALTERATION

L

IM

IT

O

F W

O R

K

S T

A . 1

.0

N

,6 ,8

.8

E

,0 ,3

.2

N '2 .0 E

.3

PT +84.81

M A

T C

H L

I N

E

S E

E

A

B O

V E

S T

A

TEMP 12" SWL

CROSSWALK

TEMP HMA ADA

ACCESSIBLE WC RAMP W/

TACTILE MAT (TYP)

TIE TO

EXIST UP

FED. AID PROJ. NO.

SHEET

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 l

H D

T

E M

P P

L A

N D

W G

J u l

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.

1 1

AutoCAD SHX Text D

AutoCAD SHX Text

18"RCP

AutoCAD SHX Text

8"MET/I=3.5

AutoCAD SHX Text D

AutoCAD SHX Text

18"RCP

AutoCAD SHX Text

CLT=0.20

AutoCAD SHX Text I=-0.16

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text T

AutoCAD SHX Text

PTL

AutoCAD SHX Text D

AutoCAD SHX Text

18"RCP

AutoCAD SHX Text I=-0.06

AutoCAD SHX Text

BITUMINOUS PARKING LOT

AutoCAD SHX Text

BITUMINOUS PARKING LOT

AutoCAD SHX Text I=2.56

AutoCAD SHX Text

BIT PATCH

AutoCAD SHX Text

VGC

AutoCAD SHX Text

CONC CURB STOP(TYP)

AutoCAD SHX Text

CC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

CSC

AutoCAD SHX Text

WATER STAIN LINE

AutoCAD SHX Text

BITUMINOUS DRIVE

AutoCAD SHX Text

BIT

AutoCAD SHX Text

1.5"PVC

AutoCAD SHX Text

6"PVC

AutoCAD SHX Text

PGL

AutoCAD SHX Text I=0.65

AutoCAD SHX Text D

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text I=0.85

AutoCAD SHX Text S=-0.13

AutoCAD SHX Text

12"RCP/I=1.50

AutoCAD SHX Text S=3.2

AutoCAD SHX Text I=3.45

AutoCAD SHX Text S=-1.9

AutoCAD SHX Text I=1.52

AutoCAD SHX Text I=1.72

AutoCAD SHX Text

10"VC

AutoCAD SHX Text D

AutoCAD SHX Text S=-1.15

AutoCAD SHX Text

12"RCP/I=0.65

AutoCAD SHX Text D

AutoCAD SHX Text G

AutoCAD SHX Text 3/4"

AutoCAD SHX Text G

AutoCAD SHX Text

6"PL

AutoCAD SHX Text

6"PL

AutoCAD SHX Text G

AutoCAD SHX Text

6"PL

AutoCAD SHX Text 10"

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text 10"

AutoCAD SHX Text W

AutoCAD SHX Text 10"

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text 10"

AutoCAD SHX Text W

AutoCAD SHX Text 10"

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text Location Line of January 10, 1933

AutoCAD SHX Text State Highway Alteration (LO. No. 2977)

AutoCAD SHX Text

MAP 032 LOT 122 N/F TOWN OF YARMOUTH BOOK 4985 PAGE 181

AutoCAD SHX Text

MAP 032 LOT 91 N/F MANNING, GERALD TR BOOK 14176 PAGE 1

AutoCAD SHX Text

MAP 032 LOT 121 N/F GOLD VILLAGE-WATERSIDE, LLC BOOK 20345 PAGE 145

AutoCAD SHX Text

MAP 032 LOT 120 N/F STEVEN M. KATZ BOOK 27664 PAGE 75

AutoCAD SHX Text MAP 32 LOT 93 N/F TOWN OF YARMOUTH L.C.C. No. 11570

AutoCAD SHX Text

.91 AC.

AutoCAD SHX Text

.33 AC. LOWLAND

AutoCAD SHX Text

.83 AC.

AutoCAD SHX Text

1.63 AC.

AutoCAD SHX Text

20.02 AC. UPLAND

AutoCAD SHX Text

97.98 AC. LOWLAND

AutoCAD SHX Text

118.00 AC. TOTAL

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 681-683

AutoCAD SHX Text

AutoCAD SHX Text 701-703

AutoCAD SHX Text

BOTH PIPES ARE INTAKE FOR ZOO QUARIUM

AutoCAD SHX Text

PER OWNER. ENDS ARE COVERED WITH MESH

AutoCAD SHX Text +68.87

AutoCAD SHX Text +91.00

AutoCAD SHX Text +62.31

AutoCAD SHX Text +96.04

AutoCAD SHX Text

MHB(FD)

AutoCAD SHX Text

(HELD)

AutoCAD SHX Text

MHB(FD)

AutoCAD SHX Text

MHB(FD)

AutoCAD SHX Text Approximate Property Line

AutoCAD SHX Text Approximate Property Line

AutoCAD SHX Text Approximate Property

AutoCAD SHX Text Approximate

AutoCAD SHX Text Approximate

AutoCAD SHX Text Line

AutoCAD SHX Text Property Line

AutoCAD SHX Text Approximate

AutoCAD SHX Text Property Line

AutoCAD SHX Text Property

AutoCAD SHX Text Line

AutoCAD SHX Text Property

AutoCAD SHX Text Line

AutoCAD SHX Text Approximate

AutoCAD SHX Text

EXISTING ACCESS EASEMENT

AutoCAD SHX Text

(SEE NOTE 4)

AutoCAD SHX Text

2"GAS

AutoCAD SHX Text

GAS

AutoCAD SHX Text

GAS

AutoCAD SHX Text

GAS

AutoCAD SHX Text

GAS

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text

BIT DRIVE

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

MULCH

AutoCAD SHX Text

MULCH

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

BIT BERM

AutoCAD SHX Text

BIT WALK

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

BEAR"

AutoCAD SHX Text

RR TIE WALL

AutoCAD SHX Text

MULCH

AutoCAD SHX Text

MULCH

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

STONE WALL

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

PLANTER

AutoCAD SHX Text

MULCH

AutoCAD SHX Text

MULCH

AutoCAD SHX Text

PLANTER

AutoCAD SHX Text

BITUMINIOUS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

PLANTER

AutoCAD SHX Text

PLANTER

AutoCAD SHX Text

OVERGROWN

AutoCAD SHX Text

DYL

AutoCAD SHX Text

3.5 FENCE

AutoCAD SHX Text

FLAGPOLE

AutoCAD SHX Text

SHRUB

AutoCAD SHX Text

SHRUB

AutoCAD SHX Text

PL

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

PL

AutoCAD SHX Text

PL

AutoCAD SHX Text

"MARTIN

AutoCAD SHX Text

STATUE

AutoCAD SHX Text

18"RCP

AutoCAD SHX Text

NPV

AutoCAD SHX Text

NPV

AutoCAD SHX Text

FILLED WITH SAND

FLOOD

AutoCAD SHX Text

EBB

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

6"PL

AutoCAD SHX Text Location Line of January 10, 1933

AutoCAD SHX Text State Highway Alteration (LO. No. 2977)

AutoCAD SHX Text State Highway Alteration (LO. No. 2977)

AutoCAD SHX Text Location Line of January 10, 1933

AutoCAD SHX Text MAP 32 LOT 93 N/F TOWN OF YARMOUTH L.C.C. No. 11570

AutoCAD SHX Text

.33 AC. LOWLAND

AutoCAD SHX Text

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

18"RCP

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

12"CIP(SEALED)

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

12"CIP(SEALED)

AutoCAD SHX Text Property

AutoCAD SHX Text Line

AutoCAD SHX Text Approximate

AutoCAD SHX Text

2"GAS

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text

Approximate

AutoCAD SHX Text Property

AutoCAD SHX Text Line

PERM. VERIZON DUCT BANK

(SEE NOTE 4)

PROP LIGHT POLE

FOUNDATION

+24, 32.5 FT RT

3" RIGID STEEL CONDUIT

WITH 2 #10 & #8 GND

2" RGS CONDUIT

WITH 2 #10 & #8 GND

3" RGS CONDUIT

WITH 4 #10 & #8 GND

3" RGS CONDUIT

WITH 4 #10 & #8 GND

(SEE BRIDGE PLANS SHEET 31 OF 65)

2" RGS CONDUIT

WITH 2 #10 & #8 GND

2" RGS CONDUIT

WITH 2 #10 & #8 GND

HANDHOLE (SD2-022)

(TYP)

C O

N S

TR

U

C

TIO

N B

L

C H

A N

N E

L

B

L

6'-6" DICL PIPE

CORP. COCKS

CORP. COCKS

SEE SHEET 13

WATERLINE SCHEMATIC

WATERMAIN CONNECTIONS

B

O

S

BO

S

B

O

S

B O

S

B O

S

BOS

B

O

S

BO

S

B

O

S

B

O

S

B O

S

54' (1") POLYETHYLENE PLASTIC WATER

3" RIGID STEEL CONDUIT

WITH 2 #10 & #8 GND

EXISTING LIGHT TO

BE RELOCATED (NIC)

3" RGS CONDUIT

WITH 4 # 6 & #8 GND

2" RGS CONDUIT

WITH 2 #10 & #8 GND

64' (2") POLYETHYLENE

PLASTIC WATER

A-50-0

1-1

A-50-0

2-2

A-50-0

3-1

A-50-0

4-2

EXISTING LIGHT TO

BE RELOCATED (NIC)

PROP LIGHT POLE

FOUNDATION

+57, 32.5 FT RT

PROP LIGHT POLE

FOUNDATION

+56, 32.5 FT LT

PROP LIGHT POLE

FOUNDATION

+25, 32.5 FT LT

CAP AND REMOVE

ABANDONED WATER PIPE

EVERSOURCE APPROVED HANDHOLE

(SEE DETAIL)

PROP GAS LINE (BO)

PROP WATER LINE

SUPPLY AND INSTALL A 3"

RGS TREADED EXPANSION

FITTING 4" PAST THE BACK

FACE OF THE ABUTMENT

10" C.I.

PLUG

10" C.I.

PLUG

TEMP. C.I. PLUG

TEMP. C.I. PLUG

CONDUIT

CONNECTION

140+35 RT

3" RGS EXPANSION FITTING

POLE RISER

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

W G

J u l

H D

D

R A

I N

A G

E D

W G

J u l

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, AND BRIDGE PLAN SHEET 45 OF 65 FOUNDATION.

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

1 1

1 1

AutoCAD SHX Text

18"RCP

AutoCAD SHX Text

8"MET/I=3.5

AutoCAD SHX Text D

AutoCAD SHX Text

18"RCP

AutoCAD SHX Text

CLT=0.20

AutoCAD SHX Text I=-0.16

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text T

AutoCAD SHX Text

PTL

AutoCAD SHX Text D

AutoCAD SHX Text

18"RCP

AutoCAD SHX Text I=-0.06

AutoCAD SHX Text

BITUMINOUS PARKING LOT

AutoCAD SHX Text

BIT PATCH

AutoCAD SHX Text

VGC

AutoCAD SHX Text

CC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

CSC

AutoCAD SHX Text

WATER STAIN LINE

AutoCAD SHX Text

BIT

AutoCAD SHX Text

PGL

AutoCAD SHX Text I=0.65

AutoCAD SHX Text D

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text I=0.85

AutoCAD SHX Text S=-0.13

AutoCAD SHX Text

12"RCP/I=1.50

AutoCAD SHX Text S=3.2

AutoCAD SHX Text I=3.45

AutoCAD SHX Text S=-1.9

AutoCAD SHX Text I=1.52

AutoCAD SHX Text I=1.72

AutoCAD SHX Text

10"VC

AutoCAD SHX Text D

AutoCAD SHX Text S=-1.15

AutoCAD SHX Text

12"RCP/I=0.65

AutoCAD SHX Text D

AutoCAD SHX Text G

AutoCAD SHX Text 3/4"

AutoCAD SHX Text G

AutoCAD SHX Text

6"PL

AutoCAD SHX Text G

AutoCAD SHX Text 10"

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text 10"

AutoCAD SHX Text W

AutoCAD SHX Text 10"

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text

GAS

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text

E 1005200

AutoCAD SHX Text N 2699800

FIXTURE TYPE

AutoCAD SHX Text

MANUFACTURER

AutoCAD SHX Text

CATALOG

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MOUNTING

AutoCAD SHX Text

LAMP TYPE

AutoCAD SHX Text

FIXTURE LUMENS

AutoCAD SHX Text

VOLTS

AutoCAD SHX Text

WATTAGE

AutoCAD SHX Text

PHOTO CELL

AutoCAD SHX Text

NOTES

AutoCAD SHX Text

QUANTITY

AutoCAD SHX Text A

AutoCAD SHX Text

CYCLONE LIGHTING

AutoCAD SHX Text CN12P1x-FGC-3MHS-50W-4K

AutoCAD SHX Text

MARINA PENDANT

AutoCAD SHX Text

LIGHTING POLE (12')

AutoCAD SHX Text

LED

AutoCAD SHX Text

ABSOLUTE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

LONG LIFE PHOTO CELL (PTL)

AutoCAD SHX Text

NEW BRIDGE LIGHTS

AutoCAD SHX Text

AutoCAD SHX Text

B (NIC)

AutoCAD SHX Text

CREE INC

AutoCAD SHX Text BXSPBx3MEB40K-xxxxxx or XSPBxx3MEB40K-xxxxxx

AutoCAD SHX Text

CREE XSP SERIES STREET LIGHT

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text

LED

AutoCAD SHX Text

ABSOLUTE

AutoCAD SHX Text

AutoCAD SHX Text 99.1

AutoCAD SHX Text

EXISTING PHOTO CELL

AutoCAD SHX Text

EXISTING RELOCATED LIGHTS

AutoCAD SHX Text

WORK ZONE

100'

100'

W24-1(L)

W13-1P

(30)

MA-R2-10e

MA-R2-10e

30' (TYP.)

DRUM (TYP.)

R9-11(R)

R9-9 MOUNTED

ON TYPE 3

BARRIER

R9-9 MOUNTED

ON TYPE 3

BARRIER

R9-9 MOUNTED

ON TYPE 3

BARRIER

R9-9 MOUNTED

ON TYPE 3

BARRIER

R9-11(L)

TEMP. IMPACT

ATTENUATOR

6" SWL

6" DSYL

6" SWL

PT +84.81

PCC +89.10

W11-2

W11-2

W16-7P

W16-7P

W11-2

W16-7P

W16-7P

W11-2

PROP TEMP

SIDEWALK

TEMP. BARRIER (TYP)

PROP TEMP FENCE

ALONG CHANNEL (TYP)

TEMP IMPACT

ATTENUATOR

PROP TEMP

FENCE

PERMANENT

GUARDRAIL

PERMANENT

GUARDRAIL

TEMP. RESTRAINED

BARRIER ON BRIDGE (TYP)

165'

SHIFTING TAPER

165'

SHIFTING TAPER

W20-1

350'

350'

MA-R2-10a

W13-1P

(30)

350'

W20-1

MA-R2-10a

W13-1P

(30)

350'

W24-1(R)

W13-1P

(30)

W5-1

350'

110' SHOULDER TAPER

MA-R2-10e

WORK ZONE

R9-9 MOUNTED ON

TYPE 3 BARRIER

R9-11(R)

R9-9 MOUNTED

ON TYPE 3

BARRIER

6" DSYL

TEMP. CHAIN LINK

FENCE (TYP)

6" SWL

50'

DOWNSTREAM TAPER

PT +84.81

PCC +89.10

W16-7P

W11-2

W16-7P

W11-2

W16-7P

W11-2

W16-7P

W11-2

TEMP. IMPACT

ATTENUATOR

PROP TEMP

SIDEWALK

6" SWL

MA-R2-10e

PROP TEMP FENCE

ALONG CHANNEL (TYP)

TEMP. BARRIER (TYP)

TEMP. RESTRAINED

BARRIER ON BRIDGE (TYP)

TEMP IMPACT

ATTENUATOR

350'

W20-1

MA-R2-10a

W13-1P

(30)

350'

350'

W20-1

350'

MA-R2-10a

W13-1P

W5-1

W13-1P (30)

R9-11(L)

W5-1

350'

350'

W13-1P

FED. AID PROJ. NO.

SHEET

NO.

TOTAL

SHEETS

YARMOUTH

MAIN STREET (ROUTE 28)

STATE

MA

PROJECT FILE NO.

T

R T

T C

D

W G

J u l

T R

T

T C

D

W G

J u l

N

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

ADDENDUM NO. 2

REPLACE SHEET NO. 20

DATED 11-JUN-2019

1 1

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N

W

L

5.7

R

Δ 6°

STA. 138+90.41 CONSTRUCTION BASELINE =

STA. 2+00.00 CHANNEL BASELINE

137+00

138+00

139+00

140+00

PROP.

WEST ABUTMENT

PROP. EAST

ABUTMENT

PROPOSED

BRIDGE NO. Y-01-002 OVER PARKERS RIVER

EXIST.

STRUCTURE

TO BE REMOVED

M.H.W. EL. 2.05

UPSTREAM

M.L.W. EL. -0.7

UPSTREAM

EXIST. RIVER BED

EL. -3.4

PROP. RIPRAP AND

CRUSHED STONE

EXIST. ABUTMENT

(TO BE REMOVED)

CL BRG.

EAST ABUT.

STA. 139+07.25

EXIST. GRADE

PROPOSED

APPROACH

SLAB (TYP.)

LOW CHORD

EL. 3.54

P R

O P

E

L E

V

E X

I S

T

E

L E

V

STA. 138+90.41 CONSTRUCTION BASELINE =

STA. 2+00.00 CHANNEL BASELINE

MEET EXISTING

PROP. PROFILE

GRADE

CL BRG.

WEST ABUT.

STA. 138+73.58

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

UP STREAM

LIMIT OF WORK

STA. 135+30.00

LIMIT OF WORK

STA. 142+30.00

100 YR. FLOOD

EL. 6.83 (NORTH), 8.9 (SOUTH)

50 YR. DESIGN FLOOD

EL. 5.0 (NORTH), 7.4 (SOUTH)

10 YR. FLOOD

EL. 3.48

0.49%

PROP. RIVER BED

EL. -6.4

ESTIMATED PILE TIP

EL. -101.5

33' - 8"

EL. 6.01EL. 5.85

NAVD 88

BASE ELEV.

-15.00

-10

L I M

C

O L

D

P L

A N

E

R L

A Y

S T

A

T

O

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

S T

A

L I M

C

O L

D

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A N

E

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A Y

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A

T

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S

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F

U L

L

D

E P

T H

C O

N S

T R

U C

T I O

N

S

T A

R

O

U

M

AIN STREET

YARMOUTH

SEINE

POND

B

U

K

L

A

N

D

R

O

A

D

W

E

Y

R

M

O

U

T

H

R

O

A

D

H

I G

G

I

O

W

E

L

L

R

O

A

D

ATLANTIC

OCEAN

F

O

R

E

A

D

S

T

A

T

I

E

N

U

E

LEWIS

POND

S

S

E

N

U

E

NAVD 88

BASE ELEV

-10.00

1+50 2+502+00

PROPOSED

BRIDGE NO. Y-01-002

M.H.H.W. EL. 2.4

UPSTREAM

M.L.W. EL. -0.7

UPSTREAM

BL ROUTE 28

EXISTING BOTTOM

OF CHANNEL EL. -3.4

PROP. BOTTOM

OF CHANNEL EL. -6.4

4 FT THICK

RIPRAP

12 IN. CRUSHED STONE

PGL

STA. 138+90.48

EL. 5.93

M.H.W. EL. 2.05

UPSTREAM

STA. 2+00.00 CHANNEL BASELINE =

STA. 138+90.41 CONSTRUCTION BASELINE =

100 YR. FLOOD

EL. 6.83 (NORTH)

50 YR. DESIGN FLOOD

EL. 5.0 (NORTH)

10 YR. FLOOD

EL. 3.48

PROP GAS MAIN

PROP CONDUITS

PROP

WATER MAIN

100 YR. FLOOD

EL. 8.90 (SOUTH)

50 YR. DESIGN

EL. 7.4 (SOUTH)

T I T

L

H E

E T

D

W G

J u l

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

Louis Berger

117 Kendrick Street, Suite 400

Needham, MA 02494

Tel: (781) 444-3330

COMMONWEALTH OF MASSACHUSETTS

MassDOT, Highway Division

N

N

D

N

N A

D

1 1

AutoCAD SHX Text E 1005200

AutoCAD SHX Text N 2699800

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(TIDAL)

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EBB

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2-12 FT TRAVEL LANES

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BB-1

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MAIN ST. (ROUTE 28)

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BRG. WEST ABUT BRG. WEST ABUT STA. 138+73.58138+73.58

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BB-2

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BRG. EAST ABUT BRG. EAST ABUT STA. 139+07.25

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RELOCATED 10" WATER MAIN

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PROP. 4-4" VERIZON CONDUITS

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RELOCATED 6" GAS MAIN

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MAIN STREET (ROUTE 28) CONST. BASELINE AND PGL

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CHANNEL BASELINE

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LIMIT OF PROPOSED RIPRAP

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PERM. RELOCATED OHW

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TEMP. RELOCATED OHW

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PROPOSED DRAINAGE

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EXISTING UTILITY SUPPORT BRIDGE TO BE REMOVED

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PROPOSED DRAINAGE

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18" RCP DRAINAGE

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18" DI DRAINAGE OUTLET

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12" RCP DRAINAGE

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12" RCP

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12" RCP

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12" DI DRAINAGE OUTLET

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TEMPORARY VERIZON DUCTBANK

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LINE OF TEMP. CONST. EASEMENT

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PARKERS RIVER

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WORKING LINE (CHORD LINE)

AutoCAD SHX Text TEMP. PEDESTRIAN/UTILITY BRIDGE (TO BE REMOVED AFTER COMPLETION OF PROPOSED BRIDGE)

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FLOOD

AutoCAD SHX Text N15°-43'-50"W

AutoCAD SHX Text N15°-43'-50"W

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LIMIT OF PROPOSED RIPRAP

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TEMPORARY VERIZON DUCTBANK

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S3-TL4 RAILING (TYP.)

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LINE OF TEMP. CONST. EASEMENT

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PERM. OHW

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UP #37-122W

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TEMP. UP AND GUY

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PROP. OHW

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UP#37-123W & GUY

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PROP. LINE OF PERM EASEMENT

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PROP. LINE OF PERM EASEMENT

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PROP. LINE OF PERM EASEMENT

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PROP. LINE OF PERM EASEMENT

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PROP. STATE HIGHWAY ALTERATION

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%%UPROFILE - ROUTE 28

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HORIZONTAL SCALE: 1" = 20'-0"

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VERTICAL SCALE: 1" = 4'-0"

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%%UKEY PLAN

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SCALE: 1" = 20'-0"

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%%ULOCUS PLAN

AutoCAD SHX Text 1" = 2000'

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PROJECT LOCATION BRIDGE NO. Y-01-002

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FED. AID PROJ. NO.

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SHEET NO.

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TOTAL SHEETS

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YARMOUTH MAIN STREET (ROUTE 28)

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STATE

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MA

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PROJECT FILE NO. N/A

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KEY PLAN, PROFILES. LOCUS AND DRAWING INDEX

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%%UYARMOUTH

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PROPOSED BRIDGE

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MAIN STREET (ROUTE 28) OVER PARKERS RIVER

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APPROVED UNDER PROVISIONS OF MASS. GEN. LAWS CH 85 S 35

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STATE BRIDGE ENGINEER

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DATE

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INDEX::

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DESCRIPTION

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SHEET N0.

AutoCAD SHX Text 1 OF 33 KEY PLAN, PROFILES, LOCUS AND DRAWING INDEX OF 33 KEY PLAN, PROFILES, LOCUS AND DRAWING INDEX 33 KEY PLAN, PROFILES, LOCUS AND DRAWING INDEX KEY PLAN, PROFILES, LOCUS AND DRAWING INDEX 2 OF 33 GENERAL NOTES AND ESTIMATED QUANTITIES OF 33 GENERAL NOTES AND ESTIMATED QUANTITIES 33 GENERAL NOTES AND ESTIMATED QUANTITIES GENERAL NOTES AND ESTIMATED QUANTITIES 3 OF 33 BORING LOGS SHEET 1 OF 2 OF 33 BORING LOGS SHEET 1 OF 2 33 BORING LOGS SHEET 1 OF 2 BORING LOGS SHEET 1 OF 2 4 OF 33 BORING LOGS SHEET 2 OF 2 OF 33 BORING LOGS SHEET 2 OF 2 33 BORING LOGS SHEET 2 OF 2 BORING LOGS SHEET 2 OF 2 5 OF 33 GENERAL PLAN OF 33 GENERAL PLAN 33 GENERAL PLAN GENERAL PLAN 6 OF 33 TYPICAL SECTION AND APPROACH SECTION OF 33 TYPICAL SECTION AND APPROACH SECTION 33 TYPICAL SECTION AND APPROACH SECTION TYPICAL SECTION AND APPROACH SECTION 7 OF 33 LONGITUDINAL SECTION AND ELEVATION OF 33 LONGITUDINAL SECTION AND ELEVATION 33 LONGITUDINAL SECTION AND ELEVATION LONGITUDINAL SECTION AND ELEVATION 8 OF 33 EXISTING BRIDGE DEMOLITION OF 33 EXISTING BRIDGE DEMOLITION 33 EXISTING BRIDGE DEMOLITION EXISTING BRIDGE DEMOLITION 9 OF 33 STAGE CONSTRUCTION - BRIDGE OF 33 STAGE CONSTRUCTION - BRIDGE 33 STAGE CONSTRUCTION - BRIDGE STAGE CONSTRUCTION - BRIDGE 10 OF 33 PILE LAYOUT, SHEETING AND FOUNDATION PLAN OF 33 PILE LAYOUT, SHEETING AND FOUNDATION PLAN 33 PILE LAYOUT, SHEETING AND FOUNDATION PLAN PILE LAYOUT, SHEETING AND FOUNDATION PLAN 11 OF 33 PILE DETAILS AND NOTES OF 33 PILE DETAILS AND NOTES 33 PILE DETAILS AND NOTES PILE DETAILS AND NOTES 12 OF 33 EAST ABUTMENT PLAN AND ELEVATION OF 33 EAST ABUTMENT PLAN AND ELEVATION 33 EAST ABUTMENT PLAN AND ELEVATION EAST ABUTMENT PLAN AND ELEVATION 13 OF 33 WEST ABUTMENT PLAN AND ELEVATION OF 33 WEST ABUTMENT PLAN AND ELEVATION 33 WEST ABUTMENT PLAN AND ELEVATION WEST ABUTMENT PLAN AND ELEVATION 14 OF 33 ABUTMENT DETAILS SHEET 1 OF 2 OF 33 ABUTMENT DETAILS SHEET 1 OF 2 33 ABUTMENT DETAILS SHEET 1 OF 2 ABUTMENT DETAILS SHEET 1 OF 2 15 OF 33 ABUTMENT DETAILS SHEET 2 OF 2 OF 33 ABUTMENT DETAILS SHEET 2 OF 2 33 ABUTMENT DETAILS SHEET 2 OF 2 ABUTMENT DETAILS SHEET 2 OF 2 16 OF 33 WALL DETAILS OF 33 WALL DETAILS 33 WALL DETAILS WALL DETAILS 17 OF 33 PRECAST TOLERANCE DETAILS OF 33 PRECAST TOLERANCE DETAILS 33 PRECAST TOLERANCE DETAILS PRECAST TOLERANCE DETAILS 18 OF 33 PRECAST HIGHWAY GUARDRAIL FOUNDATION TRANSITION OF 33 PRECAST HIGHWAY GUARDRAIL FOUNDATION TRANSITION 33 PRECAST HIGHWAY GUARDRAIL FOUNDATION TRANSITION PRECAST HIGHWAY GUARDRAIL FOUNDATION TRANSITION 19 OF 33 MISCELLANEOUS DETAILS OF 33 MISCELLANEOUS DETAILS 33 MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS 20 OF 33 COFFERDAM STAGING PHASE 1 OF 33 COFFERDAM STAGING PHASE 1 33 COFFERDAM STAGING PHASE 1 COFFERDAM STAGING PHASE 1 21 OF 33 COFFERDAM STAGING PHASE 2 OF 33 COFFERDAM STAGING PHASE 2 33 COFFERDAM STAGING PHASE 2 COFFERDAM STAGING PHASE 2 22 OF 33 COFFERDAM STAGING PHASE 3 OF 33 COFFERDAM STAGING PHASE 3 33 COFFERDAM STAGING PHASE 3 COFFERDAM STAGING PHASE 3 23 OF 33 RIPRAP AND CHANNEL GRADING PLAN OF 33 RIPRAP AND CHANNEL GRADING PLAN 33 RIPRAP AND CHANNEL GRADING PLAN RIPRAP AND CHANNEL GRADING PLAN 24 OF 33 COFFERDAM ELEVATIONS OF 33 COFFERDAM ELEVATIONS 33 COFFERDAM ELEVATIONS COFFERDAM ELEVATIONS 25 OF 33 FRAMING PLAN AND DETAILS OF 33 FRAMING PLAN AND DETAILS 33 FRAMING PLAN AND DETAILS FRAMING PLAN AND DETAILS 26 OF 33 BEAM DETAILS SHEET 1 OF 2 OF 33 BEAM DETAILS SHEET 1 OF 2 33 BEAM DETAILS SHEET 1 OF 2 BEAM DETAILS SHEET 1 OF 2 27 OF 33 BEAM DETAILS SHEET 2 OF 2 OF 33 BEAM DETAILS SHEET 2 OF 2 33 BEAM DETAILS SHEET 2 OF 2 BEAM…

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