LANDING ROAD BRIDGE REPAIRS

(BRIDGE NO. K-01-008 (425))

OVER STONY BROOK

AUGUST 18, 2020

TOWN OF KINGSTON,

MASSACHUSETTS

KINGSTON HIGHWAY

DEPARTMENT

SHEET NO.

DESCRIPTION

LOCATION PLAN

SCALE: 1"=500'

SHEET INDEX

1

TITLE SHEET AND INDEX

GENERAL NOTES & LEGEND (C-1)

EXISTING CONDITIONS PLAN (C-2)

ROADWAY CONSTRUCTION PLAN (C-3)

CONSTRUCTION DETAILS (C-4 & C-5)

2

3

4

5, 6

PROJECT LOCATION

7

TEMPORARY TRAFFIC CONTROL PLAN (C-6)

N

100 Foxborough Boulevard,

508.698.3034

www.westonandsampson.com

800.SAMPSON

Suite 250, Foxborough, MA 02035

Weston & Sampson Engineers, Inc.

STRUCTURAL SHEETS (S-1 TO S-3)

8-10

LA

N

D

IN

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R

D

.

M

A

P

L

E

S

T

.

RIVER ST.

L

O

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IN

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3

1. TOPOGRAPHICAL INFORMATION BASED ON AN ON THE GROUND SURVEY PERFORMED BY WESTON &

SAMPSON, PE, LS, LA, PC IN AUGUST 2017. CONTOURS AND ELEVATIONS SHOWN ON NAVD88 VERTICAL DATUM

BASED ON GPS OBSERVATIONS. NORTH ORIENTATION IS TRUE NORTH BASED ON GPS OBSERVATIONS TAKEN

AT THE TIME OF THE FIELD SURVEY. MAPPING PREPARED ON NAD83 STATE PLANE COORDINATE

SYSTEM-MASSACHUSETTS MAIN LAND ZONE.

2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND

HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR

SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND

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

CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE

CONTRACTOR SHALL DIG TEST PITS WITH THE LOCATIONS BEING APPROVED BY THE ENGINEER PRIOR TO

COMMENCEMENT OF WORK TO EXACTLY LOCATE EXISTING UTILIITES.

3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION

AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR AND

THE INFORMATION FURNISHED TO THE ENGINEER FOR RESOLUTION OF THE CONFLICT.

4. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE ALTERATION AND ADJUSTMENT OF GAS,

ELECTRIC, TELEPHONE AND ANY OTHER PRIVATE UTILITIES BY THE UTILITY OWNER. ANY ALTERATIONS SHALL

BE INCIDENTAL TO THE PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY SUPPORT OF ALL

UTILITIES TO REMAIN IN PLACE AND SHALL DESCRIBE IN WRITING, TO THE SATISFACTION OF THE ENGINEER,

HIS METHOD OF TEMPORARY SUPPORT.

5. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE

RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.

6. THE TERM "PROPOSED (PROP)" INDICATES WORK TO BE CONSTRUCTED USING NEW MATERIALS OR, WHERE

APPLICABLE, RE-USING EXISTING MATERIALS IDENTIFIED AS "REMOVE AND RESET (R&R)".

7. ALL EXISTING STATE, COUNTY AND TOWN LOCATION LINES AND PRIVATE PROPERTY LINES HAVE BEEN

ESTABLISHED FROM AVAILABLE INFORMATION AND THEIR EXACT LOCATION ARE NOT GUARANTEED.

8. ALL EXCESS MATERIAL FROM ROADWAY RECONSTRUCTION OR THE EXCAVATION PROCESS SHALL BE REUSED

ON SITE OR REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL AND PROPER MANNER.

9. THE CONTRACTOR SHALL CALL DIGSAFE AT 1-888-344-7233 AT LEAST 72 HOURS, SATURDAYS, AND HOLIDAYS

EXCLUDED, PRIOR TO EXCAVATING AT ANY LOCATION. A COPY OF THE DIGSAFE PROJECT REFERENCE

NUMBER(S) SHALL BE GIVEN TO THE TOWN PRIOR TO EXCAVATION.

10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO HIRE A PROFESSIONAL LAND SURVEYOR REGISTERED IN

THE COMMONWEALTH OF MASSACHUSETTS FOR ALL LAYOUT WORK INCLUDING BASELINE LAYOUT. LAYOUT

SHALL INCLUDE ALL PROPOSED WORK AS SHOWN IN THE CONTRACT DOCUMENTS, OR AS REQUIRED BY THE

ENGINEER OR TOWN. ONCE LAID OUT, ALL PROPOSED WORK SHALL BE DEEMED ACCEPTABLE BY THE

ENGINEER OR TOWN PRIOR TO ANY COMMENCEMENT OF WORK. ANY AND ALL WORK RELATED TO THE

CONSTRUCTION LAYOUT SHALL BE INCIDENTAL TO THE PROJECT. RESETTING OF LAYOUT INFORMATION

INCLUDING HORIZONTAL AND VERTICAL CONTROL DUE TO CONSTRUCTION OPERATION SHALL BE INCIDENTAL

TO THE PROJECT.

11. JOINTS BETWEEN HOT MIX ASPHALT TRENCH PAVEMENT AND SAWCUT EXISTING PAVEMENT SHALL BE SEALED

WITH BITUMEN AND BACKSANDED.

12. IF DEEMED NECESSARY DUE TO THE WORK, THE CONTRACTOR SHALL COORDINATE WITH THE TOWN OF

KINGSTON HIGHWAY DEPARTMENT, FIRE DEPARTMENTS, AND THE ENGINEERS FOR APPROVAL OF SHUTTING

DOWN ANY EXISTING WATER MAINS AND SHALL ALSO OBTAIN APPROVAL FOR DISRUPTING ANY EXISTING

SEWER FLOWS.

13. THE CONTRACTOR SHALL BE AWARE THAT ONLY TOWN PERSONNEL ARE ALLOWED TO OPERATE WATER

GATES AND HYDRANTS. ANY REQUESTS TO OPERATE THE GATES SHALL BE COORDINATED THROUGH THE

ENGINEER.

14. THE CONTRACTOR SHALL COORDINATE ANY WORK FOR THE PROJECT WITH ALL ADJACENT/CONCURRENT

PROJECTS AND CONTRACTORS.

15. THE CONTRACTOR SHALL INSTALL PRIOR TO COMMENCEMENT OF WORK, MAINTAIN, AND REMOVE AT THE END

OF THE PROJECT INLET SEDIMENT CONTROL BAGS IN ALL CATCH BASINS, WITHIN OR ADJACENT TO THE

PROJECT LIMITS. THE CONTRACTOR SHALL ALSO MAINTAIN COMPOST FILTER TUBES AS SHOWN ON THE

PLANS THROUGHOUT THE DURATION OF THE PROJECT AND REMOVE AT THE END.

16. ANY GRASS AREAS DISTURBED BY THE WORK SHALL BE RESTORED WITH LOAM AND SEED.

17. ANY LANDSCAPED AREAS DISTURBED BY THE WORK SHALL BE RESTORED TO EXISTING CONDITIONS WITH

EXISTING OR NEW GROUND COVER MATERIALS AS DIRECTED BY THE ENGINEER. ANY PLANTS, SHRUBS, OR

FLOWERS DISTURBED BY THE WORK SHALL BE RESET TO EXISTING CONDITIONS OR REPLACED WITH NEW

PLANTS, SHRUBS, OR FLOWERS AS DIRECTED BY THE ENGINEER. ALL WORK TO RESTORE LANDSCAPE AREAS,

NEW GROUND COVER MATERIALS, NEW PLANTS, NEW SHRUBS, OR NEW FLOWERS REQUIRED BY THE

ENGINEER SHALL BE INCIDENTAL TO THE PROJECT.

18. CONTRACTOR TO COORDINATE WITH UTILITY POLE OWNERS IN AREAS WHERE UNDERGROUND UTILITY WORK

IS WITHIN CLOSE PROXIMITY AND POSSIBLE UTILITY POLE SHORING IS REQUIRED WHILE INSTALLING

PROPOSED UTILITIES.

19. RAISE AND ADJUST FRAMES AND GRATES, FRAMES AND COVERS AND GATE BOXES PRIOR TO PAVEMENT

OVERLAY.

20. HORIZONTAL DATUM IS NORTH AMERICAN DATUM (NAD) 1983 AND VERTICAL DATUM IS NORTH AMERICAN

VERTICAL DATUM (NAVD) 1988.

GENERAL NOTES

GENERAL SYMBOLS

LP LIGHT POLE

C.I.T. CHANGE IN TYPE

F&G FRAME AND GRATE

F&C FRAME AND COVER

FE FLARED END

CIP CAST IRON PIPE

RCP REINFORCED CONCRETE PIPE

CMP CORRUGATED METAL PIPE

DI DUCTILE IRON PIPE

ACCM PIPE ASPHALT COATED CORRUGATED METAL PIPE

WG WATER GATE

HYD HYDRANT

INV. INVERT ELEVATION

PVC POLYVINYL CHLORIDE

UP UTILITY POLE

CB CATCH BASIN

MH MANHOLE

DMH DRAIN MANHOLE

HDPE HIGH DENSITY POLYETHYLENE

CBCI CATCH BASIN CURB INLET

RIM RIM ELEVATION

INV INVERT

GI GUTTER INLET

SMH SEWER MANHOLE

S SLOPE

STL STEEL

ABAN. ABANDON

ADJ. ADJUST

B BASELINE

BC HOT MIX ASPHALT CURB

B.M. BENCHMARK

CC CONCRETE CURB

CEM. CONC. CEMENT CONCRETE

C.J. CONSTRUCTION JOINT

CONST. CONSTRUCTION

CONT. CONTINUED

CTE CONNECT TO EXISTING

EXIST. OR EX. EXISTING

FL (OR F) FLOW LINE

FOUND. FOUNDATION

GRAN. CURB OR GC GRANITE CURB

HMA HOT MIX ASPHALT

MB MAIL BOX

MLW MEAN LOW WATER

MHW MEAN HIGH WATER

N/F NOW OR FORMERLY

N.T.S. NOT TO SCALE

P PROPERTY LINE

PC POINT OF CURVATURE

PCC POINT OF COMPOUND CURVATURE

PI POINT OF INTERSECTION

PROP. PROPOSED

PT POINT OF TANGENCY

PVC POINT OF VERTICAL CURVATURE

PVI POINT OF VERTICAL INTERSECTION

PVMT PAVEMENT

PVT POINT OF VERTICAL TANGENCY

RC REINFORCED CONCRETE

REHAB. REHABILITATION

REINF. REINFORCEMENT

REM. REMOVE

REMOD. REMODEL

RET. RETAIN

RET. WALL RETAINING WALL

ROE RIGHT OF ENTRY

R.O.W. RIGHT-OF-WAY

RR RAILROAD

R&R REMOVE AND RESET

R&D REMOVE AND DISCARD

R&S REMOVE AND STACK

SB STONE BOUND

SCB SPECIAL CATCH BASIN

SGC SLOPED GRANITE CURB

SPEC. SPECIFICATIONS

SW SIDEWALK

TF TOP OF FRAME

TOB TOP OF BANK

TYP. OR (TYP.) TYPICAL

TEMP. TEMPORARY

W/ WITH

WRF WOOD RAIL FENCE

L

ABBREVIATIONS

UTILITIES

L

L

GENERAL

MASSDOT STANDARD SPECIFICATION

REFERENCE NUMBER

EASEMENT LINE/ FUTURE CITY PROPERTY LINE

PC

N00°

+57.59

12

00'00"E

NAME

LABEL / DATE

HH

M#.#.#

CLF

OR

OHW OHW

S

E

W

C

TELEPHONE/COMMUNICATIONS/FIRE ALARM

ELECTRIC DUCT

SEWER MAIN

DRAIN PIPE

LIGHTPOLE

WELL

HYDRANT

WATER GATE VALVE

GAS GATE

DRAINAGE MANHOLE

SEWER MANHOLE

TELEPHONE MANHOLE

ELECTRIC MANHOLE

HANDHOLE (NUMBER AS NOTED)

EDGE OF ROAD

CURB (OR BERM)-TYPE NOTED

CATCH BASIN CURB INLET

CATCH BASIN

GAS MAIN

WATER MAIN

OVERHEAD WIRES

GUARD RAIL (SIZE AND TYPE NOTED)

HIGHWAY / PROPERTY BOUND (TYPE NOTED)

CITY OR TOWN OR COUNTY LAYOUT LINE

CITY,TOWN OR COUNTY BOUNDARY

BASE OR SURVEY LINE

CENTERLINE OF CONSTRUCTION

PROPERTY LINE

WHEELCHAIR RAMP (WCR)

TREE (SIZE AND TYPE NOTED)

FENCE (SIZE AND TYPE NOTED)

TEST PIT

MONITORING WELL

UTILITY POLE/OVERHEAD WIRES

FLAG POLE

SIGN

TREE LINE

SAWCUT

OTHER MANHOLE

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COPYRIGHT 2016 WESTON & SAMPSON

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LM

WLM

WA

KP

LF

K

PAVEMENT MARKINGS SYMBOLS

EXISTING PROPOSED DESCRIPTION

STOP LINE - 12" WHITE LINE

DOUBLE YELLOW LINE - 6"

DBYL

SL

S

M

-

B

1

T

O

B

-

B

1

T

O

B

-

B

2

T

O

B

-

B

3

T

O

B

-

B

4

T

O

B

-

B

5

T

O

B

-

B

6

T

O

B

-

B

7

T

O

B

-

B

8

S

M

-

B

2

S

M

-

B

3

S

M

-

B

4

S

M

-

B

5

T

O

B

-

A

1

T

O

B

-

A

2

T

O

B

-

A

3

T

O

B

-

A

4

S

M

-

A

1

S

M

-

A

2

S

M

-

A

3

S

M

-

A

4

S

M

-

A

5

T

O

B

-

A

9

T

O

B

-

A

8

T

O

B

-

A

7

T

O

B

-

A

6

100' RIVERFRONT AREA

30' NO DISTURB ZONE

40' NO DISTURB ZONE

50' NO DISTURB ZONE

30' NO DISTURB ZONE

40' NO DISTURB ZONE

50' NO DISTURB ZONE

100' WETLAND

BUFFER

100' WETLAND

BUFFER

100'-0"

1

0

0

'-0

"

1

0

0

'-

0

"

1

0

0

'

-

0

"

1

0

0

'-

0

"

1

0

0

'-0

"

TOP OF BANK

TOP OF BANK

TOP OF BANK

TOP OF BANK

SALT MARSH

SALT MARSH

M

H

W

=

4

.

3

M

H

W

=

4

.

3

M

H

W

=

4

.

3

M

H

W

=

4

.

3

MHW = 4.3

M

H

W

=

4

.

3

M

HW

=

4.3

LANDING ROAD

S

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SCALE: 1" = 10'

0 20 30 40

NOTES:

1. MEAN HIGH WATER (MHW) ELEVATION IS ELEVATION 4.3 AND MEAN LOW WATER (MLW)

ELEVATION IS ELEVATION -5.5. MHW ELEVATION IS AS SHOWN ON THE PLANS. MLW IS

LOWER THAN EXTENT OF THE SURVEY AND IS NOT SHOWN.

2. THE 100 FOOT RIVERFRONT AREA IS AS SHOWN ON THE PLANS. THE 200 FOOT

RIVERFRONT AREA LINE IS NOT VISIBLE IN THE PLAN EXTENT. THE ENTIRE WORK

AREA IS WITHIN THE 200 FOOT RIVERFRONT AREA.

S

M

-

B

1

T

O

B

-

B

1

T

O

B

-

B

2

T

O

B

-

B

3

T

O

B

-

B

4

T

O

B

-

B

5

T

O

B

-

B

6

T

O

B

-

B

7

T

O

B

-

B

8

S

M

-

B

2

S

M

-

B

3

S

M

-

B

4

S

M

-

B

5

T

O

B

-

A

1

T

O

B

-

A

2

T

O

B

-

A

3

T

O

B

-

A

4

S

M

-

A

1

S

M

-

A

2

S

M

-

A

3

S

M

-

A

4

S

M

-

A

5

T

O

B

-

A

9

T

O

B

-

A

8

T

O

B

-

A

7

T

O

B

-

A

6

100' RIVERFRONT AREA

100' RIVERFRONT AREA

1

0

0

'-

0

"

1

0

0

'

-

0

"

1

0

0

'-

0

"

1

0

0

'-0

"

TOP OF BANK

TOP OF BANK

TOP OF BANK

TOP OF BANK

SALT MARSH

SALT MARSH

M

H

W

=

4

.

3

M

H

W

=

4

.

3

M

H

W

=

4

.

3

M

H

W

=

4

.

3

MHW = 4.3

M

H

W

=

4

.

3

M

H

W

=

4.3

1112 13

1410+00

14+50

RET UP

END FULL DEPTH

CONSTRUCTION

BEGIN PAVEMENT MILLING

LIMIT OF WORK

END PAVEMENT MILLING

MEET EXIST

END PAVEMENT MILLING

BEGIN FULL DEPTH

CONSTRUCTION

LIMIT OF WORK

BEGIN PAVEMENT MILLING

MEET EXIST

LANDING ROAD

PROP. PAVEMENT

MILLING

16

.0

'1

5.8

'

4.3

'4

.3

'

R&R CURB

(TYP.)

LIMIT OF SIDEWALK

MEET EXIST

LIMIT OF SIDEWALK

MEET EXIST

LIMIT OF SIDEWALK

LIMIT OF SIDEWALK

MEET EXIST

R&R CURB

MEET EXIST

R&R CURB

MEET EXIST

R&R CURB

MEET EXIST

R&R CURB

MEET EXIST

PROP. PAVEMENT

MILLING

ADJ

SA

WC

UT

SA

WC

UT

1112 13

14

1112 13

1410+00

14+50

PROP. HMA

SIDEWALK (TYP.)

N67°05'33"E

450.00'

PROJECT BEGIN

STA 10+00

N2825172.2959

E867374.3331

PROJECT END

STA 14+50

N2825347.4554

E867788.8452

SEE BRIDGE

PLANS

R&R

EX. SIGNS

COMPOST FILTER

TUBES (TYP)

PROP. W BEAM

GUARDRAIL (TYP)

DBYL

APPROX. LIMIT OF APPROACH SLAB

(SEE STRUCTURAL PLANS FOR

SECTION BETWEEN APPROACH

EXTENTS)

END FULL DEPTH

CONSTRUCTION

BEGIN FULL DEPTH

CONSTRUCTION

TEMPORARY

COFFERDAM STAGE 1

TEMPORARY

COFFERDAM STAGE 2

S

M

-

B

1

T

O

B

-

B

1

T

O

B

-

B

2

T

O

B

-

B

3

T

O

B

-

B

4

T

O

B

-

B

5

T

O

B

-

B

6

T

O

B

-

B

7

T

O

B

-

B

8

S

M

-

B

2

S

M

-

B

3

S

M

-

B

4

S

M

-

B

5

T

O

B

-

A

1

T

O

B

-

A

2

T

O

B

-

A

3

T

O

B

-

A

4

S

M

-

A

1

S

M

-

A

2

S

M

-

A

3

S

M

-

A

4

S

M

-

A

5

T

O

B

-

A

9

T

O

B

-

A

8

T

O

B

-

A

7

T

O

B

-

A

6

100' RIVERFRONT AREA

100' RIVERFRONT AREA

1

0

0

'-

0

"

1

0

0

'

-

0

"

1

0

0

'-0

"

TOP OF BANK

TOP OF BANK

TOP OF BANK

TOP OF BANK

SALT MARSH

SALT MARSH

M

H

W

=

4

.

3

M

H

W

=

4

.

3

M

H

W

=

4

.

3

M

H

W

=

4

.

3

MHW = 4.3

M

H

W

=

4

.

3

M

H

W

=

4.3

1112 13

1410+00

14+50

LANDING ROAD

1112 13

14

1112 13

1410+00

14+50

X

9.29

X

9.27

X

9.56

X

9.64

X

9.71

X

9.73

X

9.54

X

9.71

X

9.78

X

9.86

X

9.72

X

9.69

X

9.54

X

9.43

X

9.29

X

9.30

N67°05'33"E

450.00'

PROJECT BEGIN

STA 10+00

N2825172.2959

E867374.3331

PROJECT END

STA 14+50

N2825347.4554

E867788.8452

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SCALE: 1" = 20'

0 50 100GRADING PLAN

HIGHWAY GUARD DETAILS

STA 11+60 RT (TRAILING ANCHORAGE)

STA 11+60 TO 12+01 RT

STA 12+29 TO 12+55 RT

STA 12+55 RT (TRAILING ANCHORAGE)

STA 11+75 LT (MEET EXIST)

STA 11+75 TO 12+00 LT

STA 12+28 TO 12+56 LT

STA 12+56 LT (TRAILING ANCHORAGE)

1 1/2" SUPERPAVE SURFACE COURSE -12.5 (SSC - 12.5)

1 1/2" SUPERPAVE SURFACE COURSE -12.5 (SSC - 12.5) OVER

ASPHALT EMULSION FOR TACK COAT OVERLAY

2 1/2" SUPERPAVE INTERMEDIATE COURSE -19.0 (SIC - 19.0) OVER

4" DENSE GRADED CRUSHED STONE OVER

8" GRAVEL BORROW, TYPE B

PAVEMENT NOTES

PROPOSED PAVEMENT MILLING AND OVERLAY:

PROPOSED FULL DEPTH RECONSTRUCTION:

TACK COAT SHALL BE APPLIED AT RATE OF 0.07 GALLON

PER YARD OVER MILLED SURFACES AND 0.05 GALLON

PER SQUARE YARD OVER SMOOTH PAVED SURFACES.

1 1/2" SUPERPAVE SURFACE COURSE -12.5 (SSC - 12.5) OVER

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

8" GRAVEL BORROW, TYPE B

HOT MIX ASPHALT WALK:

(LONGITUDINAL SECTION)

PROPOSED PAVEMENT TRANSITION

PAVEMENT

MEET EXISTING

DEPTH CONSTRUCTION

VARIES - 25' MIN. PROP FULL

SEE CONST. PLAN

MILL

EXISTING

PAVEMENT

PR

OP

.

PA

VE

ME

NT

1 1/2"

TYPICAL HIGHWAY GUARD INSTALLATION AT SIDEWALK

N.T.S.

2

:

1

VARIES

APPROX

ROW

GRANITE CURB TYPE VA-4

GUARDRAIL

6" REVEAL

5'-3"

SIDEWALK

2'

1.5% *

6" GRAVEL

* TOLERANCE FOR CONSTRUCTION ±0.5%

PAVEMENT

MILLING MULCH

2

:

1

2'

GUARDRAIL

2'

PAVEMENT

MILLING MULCH

GRAVEL BORROW, TYPE B

APPROX EXIST GROUND

APPROX EXIST

GROUND

SAWCUT EDGEEXISTING

ROADWAY

1

1

2

" SUPERPAVE SURFACE COURSE

(SSC-12.5)

VARIES

EDGE OF PAVEMENT

HIGHWAY GUARD INSTALLATION DETAIL

N.T.S.

N.T.S.

TYPICAL SECTION - LANDING ROAD

AT BRIDGE APPROACH

NOT TO SCALE

FULL DEPTH CONSTRUCTION

2.0% (TYP)

E.O.P. (TYP)

SEE PAVEMENT

NOTES

GRAN. CURB (TYP)

CEM. CONC. (TYP)

CONSTRUCTION CROWN LINE

15' & VARIES

TRAVEL LANE

2.0% (TYP)

APPROX.

R.O.W.

2

:

1

APPROX

ROW

GUARDRAIL

VARIES

SIDEWALK

2'

1.5% *

PAVEMENT

MILLING MULCH

APPROX EXIST GROUND

SUITABLE EXCAVATED MATERIAL

OR GRAVEL BORROW

4

:1

GUARDRAIL

1.5% *

15' & VARIES

TRAVEL LANE

VARIES

SIDEWALK

2'

CURB INSTALLATION IN FULL DEPTH PAVEMENT

* CEMENT CONCRETE SHALL BE INCLUDED

IN BID PRICE FOR GRANITE CURB.

SA

WC

UT

GRAVEL BASE

COURSE, TYPE B

PROP. WALK (SEE PLANS)

PROP. GRAN. CURB

REVEAL VARIES (SEE PLANS)

12"

N.T.S.

6"

MIN.

* CEMENT CONCRETE

6"

CUT LINE

BOTTOM SEDIMENT

ANCHOR DEVICE

NYLON ROPE

WATER LEVEL

FLOTATION DEVICE

BUOY

SILT CURTAIN

WATER LEVEL

BOTTOM SEDIMENT

CONNECTOR

SILT CURTAIN

FLOTATION DEVICE

SIDE VIEW

TOP LOAD LINE

(OPTIONAL)

TOP LOAD LINE

(OPTIONAL)

3'-4"

3'-4"

5'-6' (T

YP

)

CONNECTION

GROMMETS

BALLAST LINE

(GALVANIZED CHAIN)

BALLAST LINE

(GALVANIZED CHAIN)

ANCHOR BUOY

GALVANIZED CHAIN

SILT CURTAIN DETAIL

N.T.S.

2'

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COMPOST FILTER TUBE

MINIMUM 12 INCHES IN DIAMETER WITH AN EFFECTIVE

HEIGHT OF 9.5 INCHES.

TUBES FOR COMPOST FILTERS SHALL BE JUTE MESH OR

APPROVED BIODEGRADABLE MATERIAL, HOWEVER

PHOTO-BIODEGRADABE FABRIC SHALL BE REMOVED AT END

OF CONTRACT.

TAMP TUBES IN PLACE TO ENSURE GOOD CONTACT WITH

SOIL SURFACE. IT IS NOT NECESSARY TO TRENCH TUBES

INTO EXISTING GRADE.

UNDISTURBED SOIL & VEGETATION.

TUBES SHALL BE PLACED AS CLOSE TO LIMITS OF SOIL

DISTURBANCE AS POSSIBLE.

DIRECTION OF FLOW

DIRECTION OF FLOW

LIMIT OF WORK

COMPOST TUBES SHALL BE STAKED OR LEANED AGAINST

SUPPORTS (TREES, CINDER BLOCKS) ON SLOPES 2:1 OR

GREATER.

WHERE NECESSARY, STAKING SHALL BE MIN. 1 INCH X 1 INCH

X 3 FEET UNTREATED HARDWOOD STAKES, UP TO 5 FT. APART

OR AS REQUIRED TO SECURE TUBES IN PLACE. TUBES SHALL

BE STAKED ACCORDING TO MANUFACTURER'S

SPECIFICATIONS.

AR

EA

O

F

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RB

AN

CE

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OT

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TE

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GENERAL NOTES:

1. PROVIDE A MINIMUM TUBE DIAMETER OF 12 INCHES FOR SLOPES UP TO 50 FEET IN LENGTH WITH A SLOPE

RATIO OF 3H:1V OR STEEPER. LONGER SLOPES OF 3H:1V MAY REQUIRE LARGER TUBE DIAMETER OR

ADDITIONAL COURSING OF FILTER TUBES TO CREATE A FILTER BERM. REFER TO MANUFACTURER'S

RECOMMENDATIONS FOR SITUATIONS WITH LONGER OR STEEPER SLOPES.

2. INSTALL TUBES ALONG CONTOURS AND PERPENDICULAR TO SHEET OR CONCENTRATED FLOW.

3. TUBE LOCATION MAY BE SHIFTED TO ADJUST TO LANDSCAPE FEATURES, BUT SHALL PROTECT UNDISTURBED

AREA AND VEGETATION TO MAXIMUM EXTENT POSSIBLE.

4. DO NOT INSTALL IN PERENNIAL, EPHEMERAL OR INTERMITTENT STREAMS.

5. ADDITIONAL TUBES SHALL BE USED AT THE DIRECTION OF THE ENGINEER.

6. ADDITIONAL STAKING SHALL BE USED AT THE DIRECTION OF THE ENGINEER.

PLAN VIEW

CURVE ENDS UPHILL

TO PREVENT

DIVERSION OF

UNFILTERED

RUN-OFF.

TUBES CAN BE

PLACED DIRECTLY

ON EXISTING

PAVEMENT WHEN

NECESSARY.

TUBES MAY BE

PLACED ON THE

UPHILL SIDE OF

WELL- ANCHORED,

STATIONARY

FEATURES SUCH AS

EXISTING TREES IN

LIEU OF STAKING.

EXISTING

TREE

EXISTING HEADWALL OR

OTHER OBSTACLE

STREAM

3.0 FT. MIN.

TUBES MAY BE

SLEEVED (ONE

INSERTED INTO

ANOTHER) OR PROVIDE

A 3 FT. MINIMUM

OVERLAP AT ENDS OF

TUBES TO JOIN IN A

CONTINUOUS BARRIER.

UNTREATED HARDWOOD

STAKES (TYP.)

N.T.S.

SINGLE COMPOST FILTER TUBE DETAIL

NOTES:

1. EROSION CONTROL MEASURES SHALL BE INCORPORATED IN THE SEQUENCE OF CONSTRUCTION

TO PREVENT SEDIMENT LADEN WATER FROM LEAVING THE SITE.

2. AREAS SUBJECT TO EROSION SHALL BE MINIMIZED IN TERMS OF TIME AND AREA.

3. IN GENERAL, WORK REQUIRING EROSION CONTROL INCLUDES EXCAVATIONS, FILLS, DRAINAGE,

SWALES AND DITCHES, ROUGH AND FINISH GRADING, AND STOCKPILING OF EARTH.

4. DO NOT DISTURB VEGETATION AND TOPSOIL BEYOND THE PROPOSED LIMIT OF COMPOST FILTER

TUBES.

5. TEMPORARY SILT CONTROLS SHALL BE PLACED AS SHOWN ON THE PLAN. PERMANENTLY

STABILIZE EACH COMPLETED SEGMENT OF CONSTRUCTION.

6. THE CONTRACTOR SHALL REMOVE TEMPORARY SILT CONTROLS AND ALL ACCUMULATED SILT AND

DEBRIS AFTER COMPLETION OF CONSTRUCTION OPERATIONS.

7. SILT CONTROLS SHALL BE IN PLACE AT ALL TIMES DURING CONSTRUCTION.

8. THE CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF ALL SILT AND DEBRIS FROM EACH

DRAINAGE STRUCTURE UPON COMPLETION OF THE PROJECT.

9. OBJECTS AND/OR AREAS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO

THEIR ORIGINAL CONDITION.

10. ALL DISTURBED AREAS SHALL BE RESTORED TO EXISTING GRADE. INSPECTION SHALL BE

FREQUENT AND REPAIR OR REPLACEMENT SHALL BE MADE AS NEEDED.

11. SILT CONTROLS SHALL BE REMOVED UPON THE SATISFACTORY COMPLETION OF ALL WORK SO AS

NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE.

12. COMPOST MULCH FILTER TUBES SHALL BE INSTALLED AS SHOWN ON SHEET C-3 AND SHALL BE

MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT AT NO ADDITIONAL COST TO THE

OWNER.

13. TREES SHALL BE PROTECTED AS REQUIRED BY THE RESIDENT ENGINEER.

NOT TO SCALE

EXISTING TREE PROTECTION

EXISTING TREE

(MULTIPLE TREES)

PRUNE PER ISA STANDARDS

REMOVE DEAD WOOD &

DAMAGED BRANCHES TIE UP

BRANCHES IF RISK OF DAMAGE

FROM CONSTRUCTION

EQUIPMENT

PLAN VIEW

LOCATION OF FENCE

FOR MULTIPLE TREES

AREAS OF UNDISTURBED

ROOT ZONE (MULTIPLE

TREES)

LOCATION OF FENCE FOR

INDIVIDUAL TREE

LIMIT OF CANOPY (VARIES)

AREA OF UNDISTURBED ROOT ZONE (INDIVIDUAL

TREE)

EXISTING TREE

EXISTING TREE

FENCE

PROTECTION

CONSTRUCTION

IMPACT AREA

LIMIT OF

CONST

AREA

WOOD OR METAL

POSTS (TYP)

PROTECTED ROOT ZONE

(DISTANCE VARIES)

WOOD OR METAL

POSTS (TYP)

INSTALL PROTECTIVE

FENCE AT DRIPLINE

(WHEN POSSIBLE), OR

LIMIT OF CUT/FILL.

MINIMUM DISTANCE FOR

FENCE SHALL BE 6 FT

FROM TREE. FENCE MAY

BE PLASTIC SNOW FENCE

OR CHAIN LINK (4' HEIGHT)

6' MIN.

EXIST ROOT SYSTEM

LIMIT OF CONSTRUCTION

IMPACT (SEE PLANS)

PROTECTED ROOT ZONE

(DISTANCE VARIES)

NO EQUP STORAGE OR STOCKPILING OF

MATERIALS

ZONE OF CONSTRUCTION

IMPACT (CUT/FILL)

PRUNE ANY ROOTS

EXPOSED AND/OR

DAMAGED BY EXCAVATION

WITH A SHARP SAW

LIM

IT

O

F

DR

IP

LIN

E

EXIST GRADE

LIMIT OF PROTECTIVE FENCE

(MULTIPLE TREES)

LIMIT OF PROTECTIVE FENCE

(INDIVIDUAL TREES)

2" x 4" DIM. LUMBER

ATTACHED WITH METAL

STRAPPING (OPT) AT

TWO LOCATIONS (MIN.).

DO NOT DAMAGE BARK.

PROVIDE 6" SPACING OF

BOARDS AND CUT TO FIT.

EXISTING TREE

FOAM

1" REBAR FOR BAG

REMOVAL FROM INLET

(PROVIDE REBAR)

DUMP LOOPS

(PROVIDE REBAR)

OPTIONAL OVERFLOW

EXPANSION

RESTRAINT

SIDE VIEW INSTALLED

APPROVED CATCH

BASIN FILTER

CURB

OPENING

ALL EXISTING CATCH BASINS WITHIN THE LIMIT OF

WORK SHALL HAVE INLET CONTROL PRIOR TO THE

START OF CONSTRUCTION.

NOTE:

INLET SEDIMENT CONTROL

N.T.S.

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TYPE III BARRICADE

WORK AREA ENCLOSED

BY PROPOSED

CONSTRUCTION

FENCING

SHOULDER/LANE CLOSED

EXIST. SIDEWALK

TYPE I

EXISTING EDGE OF PAVEMENT

WORK AREA

R9-9

MOUNT ON TYPE III

BARRICADE

R9-9

SIDEWALK

CLOSED

SIDEWALK

CLOSED

EXIST. SIDEWALK

TEMP. DBYL

BARRICADE TYPE III

LEGEND

PORTABLE BREAKAWAY

NORMAL TRAFFIC FLOW

TRAFFIC FLOW DURING CONSTRUCTION

REFLECTORIZED DRUM

POLICE/FLAGGER DETAIL

P/F

CONSTRUCTION SIGN

WORK AREA

REFLECTORIZED CHANNELIZING DEVICE

NOT TO SCALE

NOTES:

ARROW BOARD

PLACEMENT OF ALL CONSTRUCTION SIGNS, DRUMS, BARRICADES, TRAFFIC DEVICES

AND THE SHAPE, SIZE & COLOR OF ALL TEMPORARY TRAFFIC SIGNS SHALL

CONFORM WITH THE 2009 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

(MUTCD) AND AMENDMENTS.

ADVANCE WARNING SIGN PLACEMENT AND TAPER LENGTH SHALL BE ADJUSTED

ACCORDING TO STREET CONDITIONS AND DRIVEWAY OPENINGS.

ALL DRUMS SHALL BE APPROXIMATELY PLACED AND RELOCATED AS NECESSARY TO

MAINTAIN ADEQUATE ABUTTER ACCESS AT ALL TIMES.

THE CONTRACTOR SHALL NOTIFY EACH ABUTTER AT LEAST 24 HOURS IN ADVANCE

OF THE START OF ANY WORK THAT WILL REQUIRE THE TEMPORARY CLOSURE OF

ACCESS, SUCH AS EXISTING PAVEMENT EXCAVATION, TEMPORARY DRIVEWAY

PAVEMENT PLACEMENT AND SIMILAR OPERATIONS.

NONESSENTIAL TRAFFIC CONTROL DEVICES SHALL BE COVERED OR REMOVED

DURING NON-WORKING HOURS.

PEDESTRIANS SHALL BE PROVIDED WITH ACCESS AND SAFE PASSAGE THROUGH

THE TEMPORARY TRAFFIC CONTROL ZONE AT ALL TIMES.

ADVISORY SPEED PLATES (W13-1) SHALL BE USED IF APPLICABLE AND AS DIRECTED

BY THE ENGINEER.

R2-10a SIGN TO BE ERECTED BETWEEN W20-1 AND W20-4 SIGN.

MAINTAIN ONE LANE (MIN. 11' WIDTH) AT ALL TIMES DURING CONSTRUCTION.

1.

2.

3.

4.

5.

7.

6.

9

8.

TEMPORARY PRECAST

PORTABLE CONCRETE

BARRIER W/WARNING

LIGHTS

TEMPORARY IMPACT ATTENUATOR

48"

W20-7b

W20-4

W20-1 48"

18"

W13-1p

18"

HEIGHT

SIZE OF SIGN

IDENTIFI-

CATION

NUMBER

WIDTH

TEXT NOTES

48"48"

48"48"

W20-7

48"48"

ADVISORY SPEED LIMIT AS

DETERMINED BY THE

ENGINEER

XX

M.P.H.

48"

W20-7b

W20-4

W20-1 48"

HEIGHT

SIZE OF SIGN

IDENTIFI-

CATION

NUMBER

WIDTH

TEXT

48"48"

48"48"

W20-7

48"48"

ADVISORY SPEED LIMIT AS

DETERMINED BY THE

ENGINEER

R9-9 30"

18"

SIDEWALK

CLOSED

(T

YP

)

N.T.S.

BU

FF

ER

100'

TA

PE

R

250'

BU

FF

ER

20'

500'

100'

WORK AREA

500'

W

20-4

(1000')

P

/F

250'

TA

PE

R

5

0

0

'

5

0

0

'

W

20-7b

O

R

W

20-7

W

20-4

(1000')

P

/F

11'(MIN)

W

20-7

b

OR

W

20-7

1. ADDITIONAL ADVANCE WARNING MAY BE NECESSARY.

2. CONTROLS ONLY FOR PEDESTRIAN TRAFFIC ARE SHOWN. VEHICULAR TRAFFIC SHOULD BE HANDLED

AS SHOWN ELSEWHERE.

3. STREET LIGHTING SHOULD BE CONSIDERED WHEN LOCATING CONTROL DEVICES.

4. IF THE WORK ZONE DOES NOT PERMIT PEDESTRIANS TO TRAVEL ADJACENT TO IT AS SHOWN IN

PEDESTRIAN BYPASS TYPE I, TEMPORARY CROSSWALKS WITH APPROPRIATE SIGNS SHOULD BE

INSTALLED TO CROSS PEDESTRIANS TO THE OPPOSITE SIDE OF THE STREET AS SHOWN IN

PEDESTRIAN BYPASS TYPE II, AND AS DIRECTED BY THE ENGINEER. TEMPORARY CURB RAMPS WILL

BE REQUIRED AT ALL TEMPORARY CROSSWALK LOCATIONS.

5. BYPASS IS TO BE USED IN CONJUCTION WITH THE PROPOSED LANE CLOSURE DETAILS AND DURING

CONSTRUCTION STAGING, AS DIRECTED BY THE ENGINEER.

NOTES:

1

4

24" (MIN.)

REFLECTORIZED

DRUM

TRAVEL WAY

WORK AREA

Depth≥4"

N.T.S.

12*

1

LIMIT OF EXCAVATION

TEMPORARY BIT.

CONC. PAVEMENT

GRAVEL BORROW/SUBBASE

EXIST.

PAVEMENT

DIRECTION OF TRAFFIC

W8-3

OR

W8-8

OR

W8-1

500'

FORMULAS FOR DETERMINING TAPER LENGTHS

SPEED LIMIT (S) TAPER LENGTH (L)

FEET

N.T.S.

LANDING ROAD

PORTABLE BREAKAWAY

BARRICADE TYPE III

5

0

0

'

W20-1

500'

W

20-1

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