SHEET NO. DESCRIPTIONgis.dot.nh.gov/plan/27690.POP.pdf · 4 black on white r3-18 combination u-turn & left prohibited 2.5x2.5 6.25 2 12.5 4 r2-1(20) speed limit 20 2x2.5 5 2 10 black

SHEET NO. DESCRIPTION

INDEX OF SHEETS

OR AS ORDERED.

LEVELING COURSE TO THE RATES INDICATED ON THE PLANS

MODIFY SUPERELEVATION ON EXISTING CURVES BY THE USE OF A

WITHOUT FIRST MAKING PROVISIONS FOR RELOCATION.

NO EXISTING MONUMENTS, BOUNDS, OR BENCHMARKS SHALL BE DISTURBED

OTHERWISE SHOWN ON THE PLANS OR AS ORDERED BY THE ENGINEER.

PERFORM ALL WORK WITHIN THE EXISTING RIGHT-OF-WAY, UNLESS

REMOVE UNPROTECTED PROJECT MARKERS (SUBSIDIARY).

1

2

3

4

5

6

7

8

WILL BE USED ON THIS PROJECT:

THE FOLLOWING GENERAL NOTES

GENERAL NOTES

EQUIPMENT, ESPECIALLY CRANES AND PILE DRIVING EQUIPMENT.

EXTREME CAUTION WILL BE REQUIRED IN THE OPERATION OF

ON REGULAR POLES. THE CONTRACTOR IS ADVISED THAT

AND RUNNING ALONG THE ROAD THROUGHOUT THE PROJECT EVEN

THROUGHOUT THE PROJECT WITH CROSSINGS AT VARIOUS LOCATIONS

HIGH TENSION OVERHEAD TRANSMISSION LINES ARE LOCATED

THE CONTRACT.

MARKERS ORDERED WILL BE PAID UNDER THE APPROPRIATE ITEMS OF

BE RESET (SUBSIDIARY). ADDITIONAL DELINEATORS AND WITNESS

DETERMINED BY THE ENGINEER TO BE IN ACCEPTABLE CONDITION SHALL

EXISTING DELINEATORS AND WITNESS MARKERS THAT ARE REMOVED AND

9

SUBSIDIARY TO THE APPROPRIATE 203 ITEMS.

INCLUDED IN THE QUANTITY SUMMARIES, AND ARE CONSIDERED

AS SHOWN ON THE TYPICALS HAVE NOT BEEN CALCULATED AND ARE NOT

QUANTITIES FOR EMBANKMENT AND EXCAVATION FOR SLOPE ROUNDINGS

STANDARDPLANS/INDEX.HTM.

AT: WWW.NH.GOV/DOT/ORG/PROJECTDEVELOPMENT/HIGHWAYDESIGN/

FOR STANDARD PLANS, SEE DEPARTMENT OF TRANSPORTATION WEBSITE

REVISION DATE

9-1-2016

ELEVATIONS ARE REFERENCED TO NAVD 1929.

NAD83, 2011 ADJUSTMENT AND THE BEARINGS ARE GRID.

COORDINATES ARE NEW HAMPSHIRE STATE PLANE COORDINATES OF

FIELD NOTES CAN BE FOUND IN THE FIELD BOOK(S) 13450.

SURVEY DATA FOR THIS PROJECT WAS COLLECTED BY SDR AND THE

1 4 5 6 7 8

2 34

2 9

17-34 BRIDGE NUMBER 192/106

BRIDGE PLANS

16 SIGN TEXT LAYOUT PLAN

15 SIGNAL PLAN

9-14 TRAFFIC CONTROL PLANS

7-8 GENERAL PLANS

ROADWAY PLANS

6 SUMMARY OF QUANTITIES

5 TYPICAL SECTIONS OF IMPROVEMENT

3,4 STANDARD SYMBOLS

2 INDEX OF SHEETS AND GENERAL NOTES

1 TITLE PAGE

STATE PROJECT NO. SHEET NO. TOTAL SHEETS

27690

DGN

27690ind.dgn

STATE OF NEW HAMPSHIRE

DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

AND GENERAL NOTES

INDEX OF SHEETS

w

DRIVEWAYS

BUILDINGS

FOUNDATION

STEPS AND WALK

INTERMITTENT WATER COURSE

SHORE LINE

BRUSH OR WOODS LINE

TREES (PLANS)

HEDGE

WELL

SEPTIC TANK

LEACH FIELD

GAS PUMP

FUEL TANK (ABOVE GROUND)

GRAVE

ROCK OUTCROP

ORIGINAL GROUND

(TYPICALS & SECTIONS ONLY)

(TYPICALS)

ROCK LINE

STONE WALL

RETAINING WALL (LABEL TYPE)

SIGNS

MAILBOX

(label type)

(label type)

river/stream

(deciduous)(coniferous) (stump)

(double post)

(single post)

(label type)

SATELLITE DISH ANTENNA

DELINEATED WETLAND

BORING LOCATION

TEST PIT

CONSTRUCTION BASELINE

PC, PT, POT (ON CONST BASELINE)

PI (IN CONSTRUCTION BASELINES)

INTERSECTION OR EQUATION OF

TWO LINES

ORIGINAL GROUND LINE

(PROFILES AND CROSS-SECTIONS)

PROFILE GRADE LINE

(PROFILES AND CROSS-SECTIONS)

SLOPE LINE (FILL)

SLOPE LINE (CUT)

ORIGINAL GROUND ELEVATION (LEFT)

FINISHED GRADE ELEVATION (RIGHT)

INTERSTATE NUMBERED HIGHWAY

UNITED STATES NUMBERED HIGHWAY

STATE NUMBERED HIGHWAY

PROFILES AND CROSS SECTIONS:

(label surface type)

pond

(label size & type)

FLAG POLE

ENGINEERING

SLOPE LINE

79.14

72.5

CLEARING LINE

EDGE OF PAVEMENT

TRAVELED WAY

ROADWAY

PROPOSED

roadway

existing

outside slope lines)

(pavement removed

be removed)

(building to

of building)

(label house or type

water body)

(label name of

fp

field

leach

retained ground)

(points toward

s

gp

ft

gr

mb

da

vpVENT PIPE

PHONE

TIDAL BUFFER ZONE

ORDINARY HIGH WATER

SPECIAL AQUATIC SITE

TOP OF BANK

TOP OF BANK & ORDINARY HIGH WATER

VERNAL POOL

INVASIVE SPECIES

SLOPE LINE

CLEARING LINE

30 31 32

GENERAL

ph

STORAGE TANK FILLER CAP

2

PUB2E

cgr

JERSEY BARRIER

fc

B

WATER FRONT BUFFER

NATURAL WOODLAND BUFFER

POTENTIAL WET AREA SYMBOL

MONITORING WELL

II

I.S.

I

I.S.INVASIVE SPECIES LABEL

TP

PRIME WETLAND

WETLAND DESIGNATION AND TYPE

293

3

102

BRIDGE CROSSINGS

STREAM OVERPASS

TREE OR STUMP (CROSS-SECTIONS)

(show station, circumference in feet & type)

existing PROPOSED

500 YEAR FLOODPLAIN BOUNDARY

100 YEAR FLOODPLAIN BOUNDARY

FLOODPLAIN / FLOODWAY

FLOODWAY

GROUND LIGHT/LAMP POST gl lp

FENCE (LABEL TYPE)

CURB (LABEL TYPE)

w

mon

SHEET 1 OF 2

NON-JURISDICTIONAL DRAINAGE AREA

COWARDIN DISTINCTION LINE

PRIME WETLAND 100' BUFFER

WIDTH AT BANK FULL

MEAN HIGH WATER

MEAN LOW WATER

DEVELOPED TIDAL BUFFER ZONE

REFERENCE LINE

SHORELAND - WETLAND

GUARDRAIL (label type)bgr

NORMAL HIGH WATER

HIGHEST OBSERVABLE TIDE LINE

PROTECTED SHORELAND

REVISION DATE

11-21-2014 3 34


27690

DGN

27690sym1_2.dgn



STANDARD SYMBOLS

TELEPHONE POLE

POWER POLE

JOINT OCCUPANCY

MISCELLANEOUS/UNKNOWN POLE

POLE STATUS:

AS APPLICABLE e.g.:

LIGHT POLE

LIGHT ON POWER POLE

LIGHT ON JOINT POLE

(plot point at face

not center of symbol)

RIGHT-OF-WAY LINE

PROPERTY LINE

TOWN LINE

COUNTY LINE

STATE LINE

BOUND

DRILL HOLE IN ROCK

NATIONAL FOREST

(label type)

BOW

CONCORD

COOS

GRAFTON

MAINE

IRON PIPE OR PIN

NHDOT PROJECT MARKER

PEDESTAL WITH PEDESTRIAN SIGNAL

HEADS AND PUSH BUTTON UNIT

CONTROLLER CABINET

METER PEDESTAL

PULL BOX

LOOP DETECTOR (QUADRUPOLE)

LOOP DETECTOR (RECTANGULAR)

(label size)

(label size)

PROPERTY PARCEL NUMBER

HISTORIC PROPERTY

WATER SHUT OFF

GAS SHUT OFF

RAILROAD

RAILROAD SIGN

RAILROAD SIGNAL

(label ownership)

HYDRANT

UTILITY JUNCTION BOX

MAST ARM (existing)

OPTICOM RECEIVER

OPTICOM STROBE

MANHOLE

CATCH BASIN

DROP INLET

DRAINAGE PIPE (existing)

EROSION CONTROL/ STONE

SLOPE PROTECTION

(existing)

DRAINAGE

BOUNDARIES / RIGHT-OF-WAY

UTILITIES

di

cb (PROPOSED)

RCP

g os

H Y D

12

DRAINAGE PIPE (PROPOSED)

HEADER (existing & PROPOSED)

REMOVE, LEAVE, PROPOSED, OR TEMPORARYEND SECTION (existing & PROPOSED)

OPEN DITCH (PROPOSED)

SEWER

TELEPHONE

ELECTRICAL

GAS

30' MA

NEW HAMPSHIRE

S/L T/L

bnd

TOWN LINE MONUMENT

STATE LINE/

of flow

direction

show& type)

(label size

& type)

(label size

W/ FLUSHING BASIN

UNDERDRAIN (PROPOSED)

STAN'S

SIGN

MANHOLES

TRAFFIC SIGNAL

RR RIGHT-OF-WAY LINE

PROPERTY LINE (COMMON OWNER)

TAX MAP AND LOT NUMBER

protection)

(with stone outlet

6.80 Ac.±

1642/341

14

156

note if abandoned)

label size, type and

(on existing lines

UNDERGROUND UTILITIES

W/ FLUSHING BASINUNDERDRAIN (existing)

L P+04

25.0'

R T+04

25.0'

jb

M H T

M H E

M H S

M H G

SOG

W

SO

m h

e

m h

g

hy d

m ht

m h

s

wso

cc

pb

mp

PB

MP

(NOTE ANGLE FROM Å)

FENCING NOTE

CLEARING AND GRUBBING AREA

DRAINAGE NOTE

GUARDRAIL NOTE

G-1

B-1

LIGHTING NOTE

EROSION CONTROL NOTE

A

1

A

A

1

A

CONSTRUCTION NOTES

(PROPOSED)

GUY POLE OR PUSH BRACE

BENCH MARK / SURVEY DISK

METAL or PLASTIC

CURB MARK NUMBER - GRANITE

CURB MARK NUMBER - BITUMINOUS

fb

TELEPHONE

ELECTRIC

GAS

LIGHTING

FIBER OPTIC

INTELLIGENT TRANSPORTATION SYSTEM

WATER

SEWER

JB

CC

SIGNAL CONDUIT

PROPOSEDexistingPROPOSEDexisting

dh

ip

1TRAFFIC SIGNAL NOTE

SHEET 2 OF 2

m h

uUNKNOWN

m hd

TRAFFIC SIGNALS / ITS

ITS NOTE 1

FIBER OPTIC DELINEATOR

s vf

ITSitsVS F

FODfod

VARIABLE SPEED LIMIT SIGN

DYNAMIC MESSAGE SIGN

FIBER OPTIC SPLICE VAULT

ROAD AND WEATHER INFO SYSTEM

CAMERA POLE (CCTV)

ITS EQUIPMENT CABINET

CONSERVATION LAND

OVERHEAD WIRE

(label type)

REVISION DATE

9-1-2016 4 34


27690

DGN

27690sym1_2.dgn



STANDARD SYMBOLS

SHLDR

2'-0"

CONSTRUCT MEDIAN (SEE DETAIL THIS SHEET)

VARIES

6" SHLDR

MEDIAN

4'-0"

VARIES

2.0%

2%

NOT TO SCALE

2.0%

SIDEWALK (F)

6" CONCRETE

ITEM 608.26 -

4'-0"

STA 108+38 TO STA 111+37

CONCRETE MEDIAN ISLAND DETAIL

SLOPE CURB 6" HIGH(TYP.)

ITEM 609.216 - STRAIGHT GRANITE

TOP OF ROADWAY

SEE BRIDGE SHEETS

BRIDGE RAIL T3

1-•" WEARING COURSE, 0.085 TONS/SY

ITEM 403.119 - HOT BITUMINOUS PAVEMENT, MACHINE METHOD, HIGH STRENGTH

(COARSE GRADATION)(F)

ITEM 304.5 - CRUSHED STONE

(FINE GRADATION)(F) (8" DEEP)

ITEM 304.4 - CRUSHED STONE

NOT TO SCALE

TYPICAL ROADWAY PATCH

ITEM 304.4 - CR. STONE (FINE)(F) (6" DEEP)

BRIDGE SHEETS

EXCAVATION SEE

LIMIT OF

SEE BRIDGE SHEETS

CONCRETE MOMENT SLAB

PROPOSED PRECAST

(5-•") BINDER COURSE, 0.312 TONS/SY (2 LIFTS)

MACHINE METHOD, 5-•" NOMINAL

ITEM 403.11 - HOT BITUMINOUS PAVEMENT,

(1-•") WEARING COURSE, 0.085 TONS/SY

MACHINE METHOD, HIGH STRENGTH 1-•" NOMINAL

ITEM 403.119 - HOT BITUMINOUS PAVEMENT,

1•

"

NOT TO SCALE

U.S. ROUTE 1 BYPASS

GUARDRAIL

FACE OF

SHOULDER

5'-7"

SB TRAVEL LANE

11'-0"

SB TRAVEL LANE

11'-0"

SB TURN LANE

11'-0"

NB TRAVEL LANE

12'-0"

NB TRAVEL LANE

12'-0"

SHOULDER

5'-3"

1•

"

GUARDRAIL

FACE OF

ROUTE 1 BYPASS >

ITEM 417.- COLD PLANNING BITUMINOUS SURFACES - 1-•" DEPTH


SH

EE

T

CH

EC

KE

D

AS

BUI

LT

DE

TAI

LS

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

ATI

ON

ST

ATI

ON

DE

SC

RI

PTI

ON

RE

VI

SI

ON

S

AF

TE

R

PR

OP

OS

AL

27690

DGN

27690ty01.dgn


SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN


5 34

TYPICAL SECTION

U.S. ROUTE 1 BYPASS

NH

DO

T

MJ

BR

C

03-

20

18

08-

20

18

08-

20

18

M cFarlandJohnson

WITH 8" OFFSET BLOCK (STEEL POST)

ITEM 606.18001 - 31" W-BEAM GUARDRAIL

STA 107+39 TO STA 111+42

MATCH EXISTING MATCH EXISTING MATCH EXISTINGMATCH EXISTING

MULCH AND TACKIFIERS

ESTABLISHMENT WITH

ITEM 646.31 - TURF

ITEM 647.1 - HUMUS

MULCH AND TACKIFIERS

ESTABLISHMENT WITH

ITEM 646.31 - TURF

ITEM 647.1 - HUMUS

INVASIVE SPECIES CONTROL TYPE I

INVASIVE SPECIES CONTROL TYPE II

REMOVAL OF GUARDRAIL

COMMON EXCAVATION

GUARDRAIL EAGRT OFFSET PLATFORM ALTERNATE, TL 2

FINE GRADING

BEAM GUARDRAIL (TERMINAL UNIT TYPE EAGRT, TL 2) (STEEL POST)

31" W-BEAM GUARDRAIL WITH 8" OFFSET BLOCK (STEEL POST)

PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL

PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL - BRIDGE

TEMP. IMPACT ATTENUATION DEVICE (NON-REDIRECTIVE) TEST LEVEL 2

6" CONCRETE SIDEWALK (F)

STRAIGHT GRANITE CURB

STRAIGHT GRANITE SLOPE CURB 6" HIGH

RELOCATING TRAFFIC SIGN, TYPE C

SUBTOTAL RELOCATING TRAFFIC SIGN TYPE CC

ROUNDING ALTERATIONS TO TRAFFIC SIGNALS

ALTERATIONS TO TRAFFIC SIGNALS

TOTAL UNIFORMED OFFICERS WITH VEHICLE

FLAGGERS

MAINTENANCE OF TRAFFIC

PORTABLE CHANGEABLE MESSAGE SIGN

RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR

SINGLE DELINEATOR WITH POST

ITEM NO. DOUBLE DELINEATOR WITH POST

SAWED BITUMINOUS PAVEMENT

SILT FENCE

STORM WATER POLLUTION PREVENTION PLAN

MONITORING SWPPP AND EROSION AND SEDIMENT CONTROLS

TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS

HUMUS

TEMPORARY PORTABLE LIGHTING

MOBILIZATION

FIELD OFFICE TYPE B

MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL

FUEL ADJUSTMENT

SUBTOTAL

ROUNDING

TOTAL

McFARLAND FILE NAME STATE PROJECT NO. SHEET NO. TOTAL SHEETS

THIS INFORMATION IS FOR BIDDING PURPOSES ONLY JOHNSON

BLACK ON FLUORESCENT ORANGE

R3-8(34)a Lane Use (thru/only and thru/right) 3x2.5 7.5 1 7.5 2

4 BLACK ON WHITE

R3-18 COMBINATION U-TURN & LEFT PROHIBITED 2.5X2.5 6.25 2 12.5 4

R2-1(20) SPEED LIMIT 20 2X2.5 5 2 10

BLACK ON FLUORESCENT ORANGE

G20-5aP WORK ZONE (plaque) 2X1.5 3 2 6 4 FLUORESCENT ORANGE

FLUORESCENT ORANGE

R4-9 STAY IN LANE 2X2.5 5 1 5 2

2 FLUORESCENT ORANGE

W24-1aL two lane reverse curve 4X4 16 1 16 2

W20-1e ROAD WORK 1/2 MILE 4X4 16 1 16

W20-1c ROAD WORK 1000 FT 4X4 16 1 16 2 FLUORESCENT ORANGE

FLUORESCENT ORANGE

R50-1 NH LAW WORK ZONE 4X6 24 2 48 4

10

W20-1b ROAD WORK 500 FT 4X4 16 4 64 8

S.F. NO. REQ.

TOTAL

AREA

PERMANENT CONSTRUCTION SIGNS AND WARNING DEVICES

G20-2a END ROAD WORK 2X4 8 5 40

7

608.26

615.064

609.216

1

290

SF

56.3

56.382.6

88

Final Markings

Phase 1

Phase 2

INCIDENTAL ITEMS

48

UNIT

140

18.52

SOUTHBOUND

304.4

U

SURFACING MATERIALS

HOT BITUMINOUS

PAVEMENT,

MACHINE METHOD,

HIGH STRENGTH

37

22

SY

286.58

1.3

67.0 3352

1.4 609.01

600LF

13

200

$

615.034 U

203.1

U

LF

606.9522

606.18001

606.41741

1214.

606.417 LF 60

LF

U

130

LOCATION

5

616.192 U

616.191 U

618.7

U

606.1255

1,362.0

LF

74.0

196 23 22,500

1U

LF

PREFORMED

RETROREFLECTIVE

TAPE, TYPE I

(REMOVABLE)

SYMBOL OR WORD

136.01,860.0

41.3

SF

41.3

1,360.0

2,380.3

0.0

39.3

5,700 5,200

0.7

57

97.8

74.0 5,102.3

40

0.7

1,362.0 39.3

TOTAL

U

632.3118

RETROREFLECT.

THERMOPLAS.

PAVEMENT

MARKING, SYMBOL

OR WORD

632.92

OBLITERATE

PAVEMENT

MARKING, SYMBOL

OR WORD

ITEM NO.

203.55552

632.911

OBLITERATE PAVE.

MARKING LINE, 12"

WIDE & UNDER

632.0104 632.32632.12

72

202.7

0

2.01

5,648 31.2

286.58

88

FINAL OVERLAY

85 50.91

2.01

417.

TEMPORARY

BITUMINOUS

PAVEMENT

COLD PLANING

BITUMINOUS

SURFACES

610 31.2

SY

1,382.0

917.0

CY

1.7

TON

403.119

CRUSHED STONE

(COARSE

GRADATION) (F)

ASPHALT

EMULSION FOR

TACK COAT

403.99 410.22403.6

MEDIAN

28

LOCATION

304.399

TEMPORARY

CRUSHED GRAVEL

UNIT

CRUSHED STONE

(FINE GRADATION)

(F)

CY

403.11

HOT BITUMINOUS

PAVEMENT,

MACHINE METHOD

ITEM NO. 304.5

DESCRIPTION

NORTHBOUND 111

619.1

97.8

7483

27690

The estimated quantities of "Permanent Controls" are hereby listed. The Contractor is responsible for all "Operational Controls" required under section 619 of the NHDOT Specifications and the Manual on

Uniform Traffic Control Devices (MUTCD), Part VI.

(INCLUDED IN ITEM NO. 619.1)

POSTSSIGN NO. DESCRIPTION SIZE (ft)

403.12

2,739

SUMMARY SHEETS.XLS 34

PORTABLE

SIGN

SUPPORTS REMARKS

20,000

618.61

3,352

HR



SUMMARY OF QUANTITIES

TON

66.50

6

619.25

200

1

200

$699.

UNIT

120

0

71196 117.41

SFLF LF

RETROREFLECT.

THERMOPLAS.

PAVE. MARKING,

18" LINE

PAVEMENT MARKINGS

RETROREFLECTIVE

PAINT PAVE.

MARKING, 4" LINE 80

140

0.4

14

5,000

2.59 0.8

870

HR 300

1

5,700 3,40032

15

15

8

SY

SY

U

2

CY 31

4

140

2

2

1

698.12

1

4

2

1010.15

645.71

646.31

LF

U

CY

U

MON

SY

$

5,602.3

0.4

ITEM DESCRIPTION

2,380.3

22

0.473

22

621.32

628.2

621.2

621.31

632.1104

CY GAL

HOT BITUMINOUS

PAVEMENT, HAND

METHOD

PAVEMENT JOINT

ADHESIVE

LF

TON LF TON

PREFORMED

RETROREFLECTIVE

TAPE, TYPE I

(REMOVABLE) 4"

LINE

LF

201.881

201.882

645.531

523.42

22.53

136.0

25

670.104 U

645.7

LF

647.1

692.

4.0

EA

EA

EA

140

SCALE IN FEET

20 0 4020

GRID

SE

E

GE

NE

RA

L

PL

AN

2

MA

TC

HLI

NE

ST

A. 1

10

+5

0.

00


SH

EE

T

CH

EC

KE

D

AS

BUI

LT

DE

TAI

LS

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

ATI

ON

ST

ATI

ON

DE

SC

RI

PTI

ON

RE

VI

SI

ON

S

AF

TE

R

PR

OP

OS

AL

27690

DGN

27690genplns


SD

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SE

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DE

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7 34

GENERAL PLAN 1

NH

DO

T

MJ

BR

C

03-

20

18

08-

20

18

08-

20

18

M cFarlandJohnson

AP

PR

OX.

EXI

ST.

R.

O.

W.

10' UTIL. EASE.

TO 119

70' ACCESS EASE.

SEARAY REALTY, LLC

121

SEARAY REALTY, LLC

120

EXIST. R.O.W.

EXIST. R.O.W.

TO USA

DRAINAGE EASE.

EXIST. R.O.W.

SEWER EASE.

WATER &

IN

THI

S

AR

EA

PE

R

DE

ED

S

UN

SP

ECI

FI

ED

EA

SE

ME

NT

S

RELOCATE

RELOCATE

RELOCATE

RELOCATE

RELOCATE

RETAIN

RETAIN

RETAIN

4" SSLW

4" SBLW

4" SSLW (T)

4" SSLY

4" SSLY

4" SBLW

4" SSLW

18" SSLW (T)

MAIN BY OTHERS

2" HDPE GAS

6' SPACE

2' STRIPE

6" SBLW (T)

10.95' LT

+08.39

11.97' LT

+20.92

5.39' LT

+88.68

1.40' LT

+02.24

6.21' RT

+69.83

31.31' RT

+30.53

20.58' LT

+40

9.58' LT

+40

21.39' LT

+40

10.38' LT

+40

33.22' LT

+40

7.16' RT

+40

BY OTHERS

GAS MAIN ON BRIDGE

ABANDON EXISTING 2" CS

DISTURBED BY CONSTRUCTION.

4. PAVEMENT MARKINGS SHALL EXTEND BEYOND PROJECT PAVING LIMITS TO OVERLAP EXISTING MARKINGS

3. REPLACE WORDS/SYMBOLS PER LATEST NHDOT STANDARD PLAN SHEETS.

ONE WEEK PRIOR TO PAVEMENT MARKING.

2. THE CONTRACTOR SHALL CONTACT JULIE MATHEWS AT THE NHDOT BUREAU OF TRAFFIC AT (603) 271-8011

LANE LINES AND ALL OTHER MARKINGS NOTED WITH (T) SHALL BE THERMOPLASTIC.

1. ALL SYMBOLS, WORD, TRANSVERSE MARKINGS (STOP BARS, CROSSWALK LINE, AND RAILROAD SYMBOLS)

PAVEMENT MARKING NOTES:

USE GREAT CARE TO PROTECT STORED SIGNS FROM DAMAGE UNTIL SIGNS CAN BE REINSTALLED.

AND REPLACED IN THE SAME LOCATION AFTER LANE RESTRICTIONS TERMINATE. CONTRACTOR SHALL

ALL SIGNS INDICATED FOR RELOCATION SHALL BE REMOVED PRIOR TO COMMENCING OF LANE SHIFTS

NOTE:

II

I.S. I.S.

I

II

I.S.

I.S.

I

II

I.S. I.S.

I

II

I.S.

I.S.

I

II

I.S. I.S.

I

SIGNAL # S-379-07

rcp

18"

6

7803

5

264

PSNH

4

264

PSNH

rcp

15"

"No Left Turn"

1

264A

PSNH

1"

Bypass

"South

Borth

wick

Avenue

"U-Haul"

"O'Brien dr"

NET

7

7803

5

164

•7809

3

264

PSNH

O'

Brien

Drive

sign

lane mrkng

Brook"

"Hodgson

sign

lane mrkng

Center"

Conference Function &

"The Frank Jones

rcp

15"

rcp

15"

15"rcp

Enter"

"Do Not

Holloway"

Cadillac

GMC

"Buick

NET

8

34

264

PSNH

rcp

48"

Port Inn

brick

wood/

story

2

Brook""Hodgson

Hodgson

Brook

Hodgson

Brook

15"rcp

8'

wx

6.

5'

hc

onc

bo

x c

ul

vert

8'

wx

4'

hc

onc

box c

ul

vert

co

nc

bo

x c

ul

vert

co

nc

box c

ul

vert

co

nc

bo

x c

ul

vert

8'

wx

6.

5'

h

8'

wx

6.

5'

h

8'

wx

6.

5'

h

Marriot"

"Fairfield Inn

sign

dir

signrightkeep

sign

no u-turn sign

U-Turn

no

enter"

"do not

sign

Hospital

cmp

full of water

rcp

rcp

U-Haul

Center

Conference

Function &

The Frank jones

12"cmp

12

7809

PSNH2

264

12

7809

NET

2S

264

PSNH

US ROUTE 1 BYPASS SB

US ROUTE 1 BYPASS NB

pb

pb

pb pb

pb

pb

pb

pb

m h

u

m h

u

lp

g os

g os

cc

cb

cb

cb

cb

cb

an

ananan

an

NULL

cb

NULL

NULL

NULL

rebar

ip

ip

w/cap

ip

rebar

ip

w/cap

rebar

ipleaning sw

LLS 826

Owen Haskel

w/cap

rebar ip

pb

GROUP, LLC

SEACOAST DEVELOPMENT

126

EXIST. R.O.W.

AP

PR

OX.

EXI

ST.

R.

O.

W.

EXIST. R.O.W.

EXIST. R.O.W.

AREC 13 LLC

119

PORTSMOUTH LLC

CREFIII WARAMAUG

TRUST

REALTY

JASK

127

NULL

1a

2a

3a

gravel drive

power sub station

12"

21"

12"

brush/scattered trees

bushes/orna

mentals

overhang

overhang

105+00 106+00 107+00 108+00 109+00 110+00

N21°54'43.1522"W

2" CS

2"

PL

m

hs

m

hs

CURVE #1

US RTE 1 BYPASS

APPROX. E

XIST.

L.A.

R.O.

W.

APPROX. EXIST. L.A.R.O.W.

APPROX. EXIST. L.A.R.O.W.

GARLAND, COLMAN C.

129

EXIST. R.O.W.

AP

PR

OX.

EXI

ST.

R.

O.

W.

AP

PR

OX.

EXI

ST.

R.

O.

W.

(SIGNAL)

UTIL. EASEMENT

NHDOT

EXIST. R.O.W.

EXIST. R.O.W.

RETAIN

RELOCATE

RETAIN

RETAIN

4" SSLY

4" SSLW

4" SBLW

4" SSLW

4" SSLW (T)

18" SSLW (T)

R10-15R

R10-15L

10.95' LT

+08.39

11.97' LT

+20.92

RELOCATE

35.18' LT

+35

12.68' LT

+35

6.84' RT

+28

18.84' RT

+28

31.10' RT

+28

7.36' RT

+53

19.36' RT

+53

GRID

SCALE IN FEET

20 0 4020


SH

EE

T

CH

EC

KE

D

AS

BUI

LT

DE

TAI

LS

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

ATI

ON

ST

ATI

ON

DE

SC

RI

PTI

ON

RE

VI

SI

ON

S

AF

TE

R

PR

OP

OS

AL

27690

DGN

27690genplns


SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN


8 34

GENERAL PLAN 2

NH

DO

T

MJ

BR

C

03-

20

18

08-

20

18

08-

20

18

M cFarlandJohnson

SE

E

GE

NE

RA

L

PL

AN

1

MA

TC

HLI

NE

ST

A. 1

10

+5

0.

00

SIGNAL # S-379-11

rcp

15"

Cottage

St

chevron

rcp

15"

right

keep

wood

2• story

orn

rcp

15"

rcp

15"

pvc

6"

anytime"

"No Parking

orna

mental arborvitaes

"one way"

lane marking sign

"yield to rotary traffic"

"Only"w/arrows

sign

arrow

traffic"

rotary

"yield to

orn

"Stop"

ornorn

orn

orn

orn

183-9

PSNH

NET

9

319

•3191

9

183

PSNH

sign

aheadHospital

rcp

15"

orn

orn

Turn Right"Must

"Right Lane

"Entrance"

Portsmouth""Chevrolet

Coakley

Rd.

1

L

FP

2 story wood

orn

orn

"stop"

brick

wood/

story

one

sign

turn

no left

keep right sign

18"rcp

rcp

15"

portsmouth""Port Inn

sign

turn

left

no

Portsmouth Chevrolet

2 story wood

8Y

183

PSNH8•

183

PSNH

NET

8•

319

7803€

gran blk fnd

porch

wood covered



wso

wso

wg

wg

w

g

wg

wg

wg

wg

wg

pb

pbpb

pb

pbpb

pb

pb pb pb

pb

pb

pb

pb

pb mp

m

h

w

m h

s

m h

s

m h

s

lp

lp

hy

d

hy d

g os

cc

cb

cb

cb

cb

cb

cbcb

an

anan

an

NULL

NU

LL

ip

nh conc bnd

w/cap

ip

mkr

survey

mkr

survey

pb

bndconcnh

NULL

flush

LLS 829

EASTERLY

w/cap

ip rebar

leaning SE

conc bnd 6"h

MEADOWBROOK INN CORPORATION

130

EXIST. R.O.W.

10' ACCESS E

ASE. TO USA

20' ACCESS E

ASE. TO 1

31

AP

PR

OX.

EXI

ST.

R.

O.

W.

EXIST. R.O.W.

HOLLOWAY, PAUL SCOTT

HOLLOWAY, DEBRA LINN

HOLLOWAY, PAUL J.

128

AP

PR

OX.

EXI

ST.

R.

O.

W.

IN THIS AREA PER DEEDS

UNSPECIFIED EASEMENTS

ft

ft

lawn

lawn

overhan

g

arborvitaes

Left Lane"

Concord

Dover

turnpike

"I95 4 16 spaulding

lawn

woven wire

"only"

sign

dir

enter"

"do not

111+00 112+00 113+00 114+00115+00

116+00

113

+30.73

PC

N21°54'43.1522"W

CURVE #1

US RTE 1 BYPASS

E = 4.14'

L = 435.35'

T = 217.78'

R = 5729.58'

D = 1°00'00.00"

= 4°21'12.58"

E = 1221367.97

N = 209377.17

PI = 115+48.50

6" CI

8" VC

4"

CS

ws

o

ws

o

ws

o ws

o

ws

o

ws

o

ws

o

m

hs

m

hs

m

hs


SH

EE

T

CH

EC

KE

D

AS

BUI

LT

DE

TAI

LS

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

ATI

ON

ST

ATI

ON

DE

SC

RI

PTI

ON

RE

VI

SI

ON

S

AF

TE

R

PR

OP

OS

AL

27690

DGN

27690tcpph1.dgn


SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN


9 34

PHASE 1

TRAFFIC CONTROL PLAN 1

NH

DO

T

MJ

BR

C

03-

20

18

08-

20

18

08-

20

18

M cFarlandJohnson

ACCORDANCE WITH NHDOT STD PM-7 & PM-8.

TEMPORARY LANE MARKINGS SHALL BE PROVIDED AT EACH INTERSECTION IN8.

OF MUTCD & NHDOT WORK ZONE TCP STANDARD PLANS.

DURING CONSTRUCTION SHALL BE PLACED IN ACCORDANCE WITH THE CURRENT VERSION

MARKINGS, SYMBOLS & WORDS AND ANY OTHER ITEMS USED TO CONTROL TRAFFIC

ALL TRAFFIC CONTROL DEVICES, CONSTRUCTION SIGNS, TEMPORARY PAVEMENT7.

SHALL BE OBLITERATED WHEN IN CONFLICT WITH PROPOSED OR TEMPORARY MARKINGS.

WITH THE MUTCD & NHDOT STANDARD PLANS. ALL EXISTING PAVEMENT MARKINGS

PLACE ALL TEMPORARY PAVEMENT MARKINGS, SYMBOLS, AND WORDS IN ACCORDANCE6.

CONFLICT WITH THE TRAFFIC CONTROL PHASES.

5. CONTRACTOR IS RESPONSIBLE FOR COVERING ANY SIGNS THAT ARE IN

4. ACCESS TO EXISTING DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES.

LEAST 1' SHOULDERS.

3. TEMPORARY TRAFFIC LANES SHALL BE 11' WIDE MINIMUM WITH AT

6 AM AND 9 PM.

IN EACH DIRECTION SHALL BE MAINTAINED EVERY DAY BETWEEN THE HOURS OF

MAINTAINED AT ALL TIMES ALONG THE US ROUTE 1 BYPASS. TWO LANE TRAFFIC

2. ONE LANE OF TRAFFIC IN EACH DIRECTION OF TRAVEL MUST BE

MINIMIZING DISRUPTION TO THE TRAVELING PUBLIC.

THE PROJECT AS QUICKLY, EFFICIENTLY, AND SAFELY AS POSSIBLE WHILE

1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONSTRUCT ALL AREAS OF

GENERAL TRAFFIC CONTROL NOTES (APPLICABLE TO ALL PHASES)

OF THE US ROUTE 1 BYPASS.

CONSTRUCT NEW APPROACH RAIL AND GUARDRAIL ON WEST SIDE 7.

INSTALL NEW BINDER SURFACE IN CONSTRUCTION AREA.6.

BROOK BRIDGE.

CONSTRUCT MOMENT SLAB ON WESTERLY SIDE OF HODGSON5.

TIMINGS AT BOTH SIGNALS PER THE SIGNAL TIMING PLAN.

THE CABINET TO CALL THE SOUTHBOUND THRU LANE. ADJUST SIGNAL

REPURPOSE THE SOUTHBOUND LEFT-TURN LANE SIGNAL LOOP IN4.

RED BALL INDICATIONS.

(B) THE YELLOW AND RED ARROWS SHALL BE CHANGED TO YELLOW AND

POSITION.

(A) THE GREEN ARROW SHALL BE ROTATED 90-DEGREES TO AN UPRIGHT

LEFT-TURN SIGNAL HEAD SHALL BE ALTERED AS FOLLOWS:

THE LED ARROW INDICATIONS IN THE EXISTING SOUTHBOUND3.

TRAVEL LANE SHALL BE DISCONNECTED.

OF CONSTRUCTION. THE SIGNAL LOOP DETECTOR FOR THE RIGHTMOST

UPRIGHT) SHALL BE DISCONNECTED AND COVERED DURING THIS PHASE

THE RIGHTMOST SIGNAL HEAD ON THE MAST ARM (CLOSEST TO THE2.

TEMPORARY PAVEMENT.

REMOVE EXISTING PULL BOXES IN THE MEDIAN AND CONSTRUCT

1. REMOVE EXISTING MEDIAN, REMOVE EXISTING SIGNS IN THE MEDIAN,

AREAS OF CONSTRUCTION

CHANGES.

AVENUE AND 616.192 AT COAKLEY ROAD. SEE SIGNAL TIMING CHARTS FOR

SIGNAL TIMING CHANGES SHALL BE PAID UNDER 616.191 AT BORTHWICK 5.

LIGHTING.

ILLUMINATED AND PAID FOR UNDER ITEM 670.104 - TEMPORARY PORTABLE

IMPACT ATTENUATORS AS SHOWN. APPROACH BARRIER ENDS SHALL BE

INSTALL BRACED TEMPORARY TRAFFIC CONTROL BARRIER AND4.

INSTALL R3-18 ON THE MAST ARM.

MOVEMENT SHALL BE REPROGRAMMED TO OPERATE UNDER PHASE 6.

CONSTRUCTION. THE SIGNAL HEAD FOR THE SOUTHBOUND LEFT-TURN

AVENUE (ENTRANCE TO U-HAUL) SHALL BE ELIMINATED DURING

INTERSECTION OF US ROUTE 1 BYPASS AND BORTHWICK

3. EXISTING SOUTHBOUND LEFT-TURN LANE AT SIGNALIZED

BROOK BRIDGE.

AROUND CONSTRUCTION ON WEST SIDE OF HODGSON

2. SOUTHBOUND US ROUTE 1 BYPASS TRAFFIC TO BE SHIFTED

EXISTING NORTHBOUND THROUGH LANES.

1. NORTHBOUND US ROUTE 1 BYPASS TRAFFIC TO REMAIN IN


TRAFFIC CONTROL NOTES - PHASE 1

SE

E

TR

AF

FI

C

CO

NT

RO

L

PL

AN

3

MA

TC

HLI

NE

ST

A. 1

10

+5

0.

00

ATTENUATION DEVICE

TEMPORARY IMPACT

TRAFFIC FLOW ARROW

LEGEND

PULL BOXES.

CONTRACTOR TO USE CAUTION TO NOT DAMAGE LOOP DETECTORS DURING REMOVAL OF EXISTING ISLAND AND

NOTE:

PHASE I CONSTRUCTION

SCALE IN FEET

20 0 4020

GRID


SH

EE

T

CH

EC

KE

D

AS

BUI

LT

DE

TAI

LS

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

ATI

ON

ST

ATI

ON

DE

SC

RI

PTI

ON

RE

VI

SI

ON

S

AF

TE

R

PR

OP

OS

AL

27690

DGN

27690tcpph1.dgn


SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN


10 34

PHASE 1


NH

DO

T

MJ

BR

C

03-

20

18

08-

20

18

08-

20

18

M cFarlandJohnson


SIGNAL # S-379-07

105+00 106+00 107+00 108+00 109+00 110+00

N21°54'43.1522"W

pb

pb

pb pb

pb

pb

pb

pb

m h

u

m h

u

lp

g os

g os

cc

cb

cb

cb

cb

cb

an

ananan

an

NULL

cb

NULL

NULL

NULL

rebar

ip

ip

w/cap

ip

rebar

ip

w/cap

rebar

ipleaning sw

LLS 826

Owen Haskel

w/cap

rebar ip

pb

NULL

1a

2a

3a

gravel drive

power sub station

12"

21"

12"


bushes/orna

mentals

overhang

overhang

rcp

18"

6

7803

5

264

PSNH

4

264

PSNH

rcp

15"

"No Left Turn"

1

264A

PSNH

1"

Bypass

"South

Borth

wick

Avenue

"U-Haul"

"O'Brien dr"

NET

7

7803

5

164

•7809

3

264

PSNH

O'

Brien

Drive

sign

lane mrkng

Brook"

"Hodgson

sign

lane mrkng

Center"


"The Frank Jones

rcp

15"

rcp

15"

15"rcp

Enter"

"Do Not

Holloway"

Cadillac

GMC

"Buick

NET

8

34

264

PSNH

rcp

48"

Port Inn

brick

wood/

story

2

Brook""Hodgson

Hodgson

Brook

Hodgson

Brook

15"rcp

8'

wx

6.

5'

hc

onc

bo

x c

ul

vert

8'

wx

4'

hc

onc

box c

ul

vert

co

nc

bo

x c

ul

vert

co

nc

box c

ul

vert

co

nc

bo

x c

ul

vert

8'

wx

6.

5'

h

8'

wx

6.

5'

h

8'

wx

6.

5'

h

Marriot"

"Fairfield Inn

sign

dir

signrightkeep

sign

no u-turn sign

U-Turn

no

enter"

"do not

sign

Hospital

cmp

full of water

rcp

rcp

U-Haul

Center

Conference

Function &

The Frank jones

12"cmp

12

7809

PSNH2

264

12

7809

NET

2S

264

PSNH





COMPLETION

PROVIDE CHANNELIZING DEVICES AFTER

TEMPORARY BITUMINOUS PAVEMENT,

GRAVEL AND PAVE WITH ITEM 403.99

ITEM 304.399 - TEMPORARY CRUSHED

REMOVE EXISTING ISLAND, SHIM WITH

11' MIN

ÀUS ROUTE 1 BYPASS

TEST LEVEL 2

(NON-REDIRECTIVE),

ATTENUATION DEVICE

TEMPORARY IMPACT

ITEM 606.9522 -

OR WORD

MARKING, SYMBOL

OBLITERATE PAVEMENT

ITEM 632.92 -

(REMOVABLE) SYMBOL OR WORD

RETROREFLECTIVE TAPE, TYPE I

ITEM 632.12 - PREFORMED

ITEM 403.99)

PAVEMENT (SUBSIDIARY TO

AND COVER WITH TEMPORARY

FRAME AND COVER, PLATE

REMOVE EXISTING PULL BOX

11'

11'

619.1 (TYP.)

DEVICES UNDER ITEM -

PROVIDE CHANNELIZING

26.79' LT

+18.91

15.83' LT

+19.95 20.59' LT

+63.09

9.59' LT

+63.93

19.78' LT

+39.93

8.78' LT

+40.01

4" SSLW

PAID UNDER ITEM 616.191

R3-18 MOUNTED TO MAST ARM


TRAFFIC SIGNAL HEAD

DISCONNECT AND COVER


SERVING THE RIGHTMOST TRAVEL LANE

DISCONNECT SIGNAL LOOP DETECTOR


OPERATE UNDER PHASE 6

SIGNAL LOOP DETECTOR TO

RECONNECT AND RECONFIGURE


WITH RED AND YELLOW BALL.

REPLACE RED AND YELLOW ARROW

90-DEGREES TO UPRIGHT POSITION.

ROTATE LEFT-TURN GREEN ARROW

TO OPERATE UNDER PHASE 6.

REPROGRAM TRAFFIC SIGNAL HEAD

CONTROL - BRIDGE

BARRIER FOR TRAFFIC

PORTABLE CONCRETE

ITEM 606.41741 -

Â6

Â6

Â2

Â2

Â5

Â7 Â7

Â8 Â8

LIGHTING

TEMPORARY PORTABLE

ITEM 670.104 -

R3-18

R4-7

R3-18 14:1 TAPER6' SPACE

2' STRIPE

6" SBLW

4" DSLY

2" CS

2"

PL

m

hs

m

hs

SE

E

TR

AF

FI

C

CO

NT

RO

L

PL

AN

2

MA

TC

HLI

NE

ST

A. 1

10

+5

0.

00

ATTENUATION DEVICE

TEMPORARY IMPACT

TRAFFIC FLOW ARROW

LEGEND

PULL BOXES.

CONTRACTOR TO USE CAUTION TO NOT DAMAGE LOOP DETECTORS DURING REMOVAL OF EXISTING ISLAND AND

NOTE:

PHASE I CONSTRUCTION

GRID

SCALE IN FEET

20 0 4020


SH

EE

T

CH

EC

KE

D

AS

BUI

LT

DE

TAI

LS

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

ATI

ON

ST

ATI

ON

DE

SC

RI

PTI

ON

RE

VI

SI

ON

S

AF

TE

R

PR

OP

OS

AL

27690

DGN

27690tcpph1.dgn


SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN


11 34

PHASE 1


NH

DO

T

MJ

BR

C

03-

20

18

08-

20

18

08-

20

18

M cFarlandJohnson


SIGNAL # S-379-11

111+00 112+00 113+00 114+00115+00

116+00

113

+30.73

PC

N21°54'43.1522"W

wso

wso

wg

wg

w

g

wg

wg

wg

wg

wg

pb

pbpb

pb

pbpb

pb

pb pb pb

pb

pb

pb

pb

pb mp

m

h

w

m h

s

m h

s

m h

s

lp

lp

hy

d

hy d

g os

cc

cb

cb

cb

cb

cb

cbcb

an

anan

an

NULL

NU

LL

ip

nh conc bnd

w/cap

ip

mkr

survey

mkr

survey

pb

bndconcnh

NULL

flush

LLS 829

EASTERLY

w/cap

ip rebar

leaning SE

conc bnd 6"h

ft

ft

lawn

lawn

overhan

g

arborvitaes

Left Lane"

Concord

Dover

turnpike

"I95 4 16 spaulding

lawn

woven wire

"only"

sign

dir

enter"

"do not

rcp

15"

Cottage

St

chevron

rcp

15"

right

keep

wood

2• story

orn

rcp

15"

rcp

15"

pvc

6"

anytime"

"No Parking

orna

mental arborvitaes

"one way"

lane marking sign


"Only"w/arrows

sign

arrow

traffic"

rotary

"yield to

orn

"Stop"

ornorn

orn

orn

orn

183-9

PSNH

NET

9

319

•3191

9

183

PSNH

sign

aheadHospital

rcp

15"

orn

orn

Turn Right"Must

"Right Lane

"Entrance"


Coakley

Rd.

1

L

FP

2 story wood

orn

orn

"stop"

brick

wood/

story

one

sign

turn

no left

keep right sign

18"rcp

rcp

15"


sign

turn

left

no


2 story wood

8Y

183

PSNH8•

183

PSNH

NET

8•

319

7803€

gran blk fnd

porch

wood covered



R2-1(20)

G20-5aP

MARKINGS AND SYMBOLS

REMOVE ALL EXISTING PAVEMENT

COMPLETION

PROVIDE CHANNELIZING DEVICES AFTER

TEMPORARY BITUMINOUS PAVEMENT,

GRAVEL AND PAVE WITH ITEM 403.99

ITEM 304.399 - TEMPORARY CRUSHED

REMOVE EXISTING ISLAND, SHIM WITH

23:1 TAPER




619.1 (TYP.)

DEVICES UNDER ITEM -


ITEM 403.99)





ITEM 403.99)





31.28' LT

+24.91

20.29' LT

+25.37

11'

11'

4" SSLW

Â5

Â2

Â2

Â6

Â6

Â1

Â7 Â7

Â7 Â7

R3-8(34)aR4-9

W24-1aL

R3-18

R4-7

6" CI

8" VC

4"

CS

ws

o

ws

o

ws

o ws

o

ws

o

ws

o

ws

o

m

hs

m

hs

m

hs


SH

EE

T

CH

EC

KE

D

AS

BUI

LT

DE

TAI

LS

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

ATI

ON

ST

ATI

ON

DE

SC

RI

PTI

ON

RE

VI

SI

ON

S

AF

TE

R

PR

OP

OS

AL

27690

DGN

27690tcpph2.dgn


SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN


12 34

PHASE 2


NH

DO

T

MJ

BR

C

03-

20

18

08-

20

18

08-

20

18

M cFarlandJohnson

COVERED OR REMOVED DURING CONSTRUCTION.

UNCOVER OR REPLACE ALL PREVIOUSLY EXISTING SIGNS THAT WERE 6.

COLD PLANE AND PAVE NEW WEARING SURFACE.5.

HEAD.

AND YELLOW LEFT ARROW INDICATIONS SHALL BE REPLACED IN THE SIGNAL

HEAD. THE GREEN ARROW SHALL BE ROTATED BACK TO FACE LEFT. THE RED

REPLACE THE LED INDICATIONS FOR THE SOUTHBOUND LEFT-TURN SIGNAL4.

CORRECT TRAFFIC PHASES FOR PERMANENT OPERATION..

RETURN SIGNAL HEADS AND DETECTORS TO NORMAL OPERATIONS TO SERVE3.

AND REINSTALL SOUTHBOUND LEFT TURN LANE SIGNAL.

TO THE ORIGINAL TIMINGS ITEMS 616.191 AND 616.192 RESPECTIVELY,

REPROGRAM BOTH SIGNALS AT BORTHWICK AVE AND COAKLEY RD 2.

MEDIAN PULL BOXES AT BOTH SIGNALS TO FINISH GRADE IN THE MEDIAN.

1. CONSTRUCT US 1 BYPASS MEDIAN ISLAND IN ORIGINAL LOCATION. RAISE


3. WORK IS ANTICIPATED TO BE COMPLETED AT NIGHT WITH LANE CLOSURES.

AVENUE AFTER REPLACEMENT OF THE US 1 BYPASS MEDIAN ISLAND.


2. REOPEN SOUTHBOUND LEFT TURN LANE AT SIGNALIZED

ORIGINAL NORTHBOUND THROUGH LANE LOCATIONS.

1. NORTHBOUND US ROUTE 1 BYPASS TRAFFIC TO SHIFT BACK TO



OF THE US ROUTE 1 BYPASS.

CONSTRUCT NEW APPROACH RAIL AND GUARDRAIL ON EAST SIDE 7.

INSTALL NEW BINDER SURFACE IN CONSTRUCTION AREA.6.

BROOK BRIDGE.

CONSTRUCT MOMENT SLAB ON EASTERLY SIDE OF HODGSON5.

TRAVEL LANE TO SERVE PHASE 6.

RECONNECT THE SIGNAL LOOP DETECTOR FOR THE RIGHTMOST4.

ARM FOR SOUTHBOUND RIGHTMOST TRAVEL LANE.

UNCOVER AND REPROGRAM RIGHTMOST SIGNAL HEAD ON MAST 3.

DISCONNECT LEFT-TURN LANE SIGNAL LOOP DETECTOR.

DISCONNECT AND COVER SOUTHBOUND LEFT-TURN SIGNAL HEAD, 2.

SIGNAL LOOP IN THE CABINET.

SIGNAL LOOP. DISCONNECT ORIGINAL SOUTHBOUND LEFT TURN

1. INSTALL AND RECONNECT SOUTHBOUND RIGHT MOST THRU LANE


PORTABLE LIGHTING.

ILLUMINATED AND PAID FOR UNDER ITEM 670.104 - TEMPORARY

IMPACT ATTENUATORS AS SHOWN. APPROACH BARRIER ENDS SHALL BE

INSTALL BRACED TEMPORARY TRAFFIC CONTROL BARRIER AND4.

AVENUE (ENTRANCE TO U-HAUL) SHALL REMAIN ELIMINATED.


3. EXISTING SOUTHBOUND LEFT TURN LANE AT SIGNALIZED

BROOK BRIDGE.

AROUND CONSTRUCTION ON EAST SIDE OF HODGSON

2. NORTHBOUND US ROUTE 1 BYPASS TRAFFIC TO BE SHIFTED

ORIGINAL SOUTHBOUND THROUGH LANE LOCATIONS.

1. SOUTHBOUND US ROUTE 1 BYPASS TRAFFIC TO SHIFT BACK TO



SE

E

TR

AF

FI

C

CO

NT

RO

L

PL

AN

3

MA

TC

HLI

NE

ST

A. 1

10

+5

0.

00

PHASE II CONSTRUCTION


CONTRACTOR SHALL OBLITERATE ALL CONFLICTING PHASE I PAVEMENT MARKINGS

NOTE:

ATTENUATION DEVICE

TEMPORARY IMPACT

TRAFFIC FLOW ARROW

LEGEND

SCALE IN FEET

20 0 4020

GRID


SH

EE

T

CH

EC

KE

D

AS

BUI

LT

DE

TAI

LS

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

ATI

ON

ST

ATI

ON

DE

SC

RI

PTI

ON

RE

VI

SI

ON

S

AF

TE

R

PR

OP

OS

AL

27690

DGN

27690tcpph2.dgn


SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN


13 34

PHASE 2


NH

DO

T

MJ

BR

C

03-

20

18

08-

20

18

08-

20

18

M cFarlandJohnson


SIGNAL # S-379-07

105+00 106+00 107+00 108+00 109+00 110+00

pb

pb

pb pb

pb

pb

pb

pb

m h

u

m h

u

lp

g os

g os

cc

cb

cb

cb

cb

cb

an

ananan

an

NULL

cb

NULL

NULL

NULL

rebar

ip

ip

w/cap

ip

rebar

ip

w/cap

rebar

ipleaning sw

LLS 826

Owen Haskel

w/cap

rebar ip

pb

NULL

1a

2a

3a

gravel drive

power sub station

12"

21"

12"


bushes/orna

mentals

overhang

overhang

rcp

18"

6

7803

5

264

PSNH

4

264

PSNH

rcp

15"

"No Left Turn"

1

264A

PSNH

1"

Bypass

"South

Borth

wick

Avenue

"U-Haul"

"O'Brien dr"

NET

7

7803

5

164

•7809

3

264

PSNH

O'

Brien

Drive

sign

lane mrkng

Brook"

"Hodgson

sign

lane mrkng

Center"


"The Frank Jones

rcp

15"

rcp

15"

15"rcp

Enter"

"Do Not

Holloway"

Cadillac

GMC

"Buick

NET

8

34

264

PSNH

rcp

48"

Port Inn

brick

wood/

story

2

Brook""Hodgson

Hodgson

Brook

Hodgson

Brook

15"rcp

8'

wx

6.

5'

hc

onc

bo

x c

ul

vert

8'

wx

4'

hc

onc

box c

ul

vert

co

nc

bo

x c

ul

vert

co

nc

box c

ul

vert

co

nc

bo

x c

ul

vert

8'

wx

6.

5'

h

8'

wx

6.

5'

h

8'

wx

6.

5'

h

Marriot"

"Fairfield Inn

sign

dir

signrightkeep

sign

no u-turn sign

U-Turn

no

enter"

"do not

sign

Hospital

cmp

full of water

rcp

rcp

U-Haul

Center

Conference

Function &

The Frank jones

12"cmp

12

7809

PSNH2

264

12

7809

NET

2S

264

PSNH



R4-9

W24-1a

R2-1(20)

G20-5aP

UNDER ITEM 619.1 (TYP.)

PROVIDE CHANNELIZING DEVICES

ÀUS ROUTE 1 BYPASS

11' MIN

TEST LEVEL 2

(NON-REDIRECTIVE),

ATTENUATION DEVICE

TEMPORARY IMPACT

ITEM 606.9522 -

14:1 TAPER 7:1 TAPER

11'

11'

11'

11'

6'X 50' LOOPÂ7 33.38' LT

+36.69

21.49' LT

+39.91

32.62' LT

+41.14

20.62' LT

+41.23

10.06' LT

+41.46

10.06' LT

+89.47

4.88' LT

+41.63

6.12' RT

+41.52

17.12' RT

+41.59

8.89' LT

+37.01

10.83' LT

+37.00

13.11' RT

+37.32

2.11' RT

+37.16

4" SSLW

4" DSLY

4" SSLW

6' SPACE

2' STRIPE

6" SBLW

4" SBLW


TRAFFIC SIGNAL HEAD

DISCONNECT AND COVER


TURN LANE

SERVE THE SOUTHBOUND LEFT-

DETECTOR THAT WOULD NORMALLY

DISCONNECT SIGNAL LOOP


TO OPERATE UNDER PHASE 6

SERVING THE RIGHTMOST TRAVEL LANE

CONNECT SIGNAL LOOP DETECTOR


OPERATE UNDER PHASE 6

HEAD AND REPROGRAM TO

UNCOVER TRAFFIC SIGNAL

BARRIER FOR TRAFFIC CONTROL - BRIDGE

ITEM 606.41741 - PORTABLE CONCRETE

Â7 Â7

Â6

Â6

Â5

Â2

Â2

Â8 Â8

LIGHTING

TEMPORARY PORTABLE

ITEM 670.104 -




R3-18

R4-7

R3-18

50 FT (SUBSIDIARY TO ITEM 616.191)

TRAFFIC SIGNAL DETECTOR LOOP 6 FT X

2" CS

2"

PL

m

hs

m

hs

SE

E

TR

AF

FI

C

CO

NT

RO

L

PL

AN

2

MA

TC

HLI

NE

ST

A. 1

10

+5

0.

00

PHASE II CONSTRUCTION


CONTRACTOR SHALL OBLITERATE ALL CONFLICTING PHASE I PAVEMENT MARKINGS

NOTE:

ATTENUATION DEVICE

TEMPORARY IMPACT

TRAFFIC FLOW ARROW

LEGEND

GRID

SCALE IN FEET

20 0 4020


SH

EE

T

CH

EC

KE

D

AS

BUI

LT

DE

TAI

LS

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

ATI

ON

ST

ATI

ON

DE

SC

RI

PTI

ON

RE

VI

SI

ON

S

AF

TE

R

PR

OP

OS

AL

27690

DGN

27690tcpph2.dgn


SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN


14 34

PHASE 2


NH

DO

T

MJ

BR

C

03-

20

18

08-

20

18

08-

20

18

M cFarlandJohnson


SIGNAL # S-379-11

111+00 112+00 113+00 114+00115+00

116+00

113

+30.73

PC

wso

wso

wg

wg

w

g

wg

wg

wg

wg

wg

pb

pbpb

pb

pbpb

pb

pb pb pb

pb

pb

pb

pb

pb mp

m

h

w

m h

s

m h

s

m h

s

lp

lp

hy

d

hy d

g os

cc

cb

cb

cb

cb

cb

cbcb

an

anan

an

NULL

NU

LL

ip

nh conc bnd

w/cap

ip

mkr

survey

mkr

survey

pb

bndconcnh

NULL

flush

LLS 829

EASTERLY

w/cap

ip rebar

leaning SE

conc bnd 6"h

ft

ft

lawn

lawn

overhan

g

arborvitaes

Left Lane"

Concord

Dover

turnpike

"I95 4 16 spaulding

lawn

woven wire

"only"

sign

dir

enter"

"do not

rcp

15"

Cottage

St

chevron

rcp

15"

right

keep

wood

2• story

orn

rcp

15"

rcp

15"

pvc

6"

anytime"

"No Parking

orna

mental arborvitaes

"one way"

lane marking sign


"Only"w/arrows

sign

arrow

traffic"

rotary

"yield to

orn

"Stop"

ornorn

orn

orn

orn

183-9

PSNH

NET

9

319

•3191

9

183

PSNH

sign

aheadHospital

rcp

15"

orn

orn

Turn Right"Must

"Right Lane

"Entrance"


Coakley

Rd.

1

L

FP

2 story wood

orn

orn

"stop"

brick

wood/

story

one

sign

turn

no left

keep right sign

18"rcp

rcp

15"


sign

turn

left

no


2 story wood

8Y

183

PSNH8•

183

PSNH

NET

8•

319

7803€

gran blk fnd

porch

wood covered



R2-1(20)

G20-5aP11'

11'23.18' LT

+35.41

35.18' LT

+35.32

619.1 (TYP.)

DEVICES UNDER ITEM


30.31' RT

+53.32

7.36' RT

+52.90

5.43' RT

+35.78

4" SSLW

4" DSLY

4" DSLY

4" SBLW

4" SSLW

BARRIER FOR TRAFFIC CONTROL - BRIDGE

ITEM 606.41741 - PORTABLE CONCRETE

Â6

Â6

Â7 Â7

Â1Â5

Â2

Â2

Â7Â7




R3-18

R4-7

6" CI

8" VC

4"

CS

ws

o

ws

o

ws

o ws

o

ws

o

ws

o

ws

o

m

hs

m

hs

m

hs

O'

BRI

EN

DRI

VE

BO

RT

HWI

CK

AV

E

NOT ALLOWED

123 (434) [136]

6 (7) [67]

784 (1252) [1259]

71 (34) [27]

821 (972) [1057]

371 (108) [96]

0 (2) [22]

17 (

63) [

26]

0 (0) [1

6]

2 (

12) [

74]

2 (4) [9

4]

(STANDARD N.E.M.A. 8-PHASE CONTROLLER)

PREFERENTIAL PHASING

PHASE Â2

INITIAL

PASSAGE

YELLOW

RED

TI

MI

NG

RECALL SOFT

YFLASH MODE

WALK/DON'T WALK -- -- ----

CONTROLLER PROGRAMMING

10.0

4.0

2.0

5.0

4.0

2.0

OFF

4.0

2.0

4.0

2.0

R

US ROUTE 1 BYPASS

--

5.0

4.0

2.0

OFF

R

US ROUTE 1 BYPASS / BORTHWICK AVE

PROJECTED TRAFFIC VOLUMES 2019

(ADJUSTED FOR CONSTRUCTION ACTIVITIES)

Â5 Â6 Â7 Â8

10.0 5.0

61.0 5.0 50.0 11.0 10.0

SOFT OFF

Y R

54.0 43.05.0 5.0 23.0

67.0 10.0 51.0 5.0 10.0

3.0 3.0 3.0 3.0 3.0

100 100

PLAN 1 PLAN 2PLAN 3

CYCLE LENGTH

OFFSET

YIELD POINT

SPLIT TIME Â2

SPLIT TIME Â5

SPLIT TIME Â6

SPLIT TIME Â7

SPLIT TIME Â8

13

0

73

16

57

11

16

18

0

60

11

49

11

29

100

13

0

67

11

56

17

16

COORDINATION CYCLE DATA

PLAN 1

PLAN 2

PLAN 3

MON - FRI

2030-1130

-

SAT - SUN

2030-0930

0930-2030

(STANDARD N.E.M.A. 8-PHASE CONTROLLER)

PREFERENTIAL PHASING

US ROUTE 1 BYPASS

PROJECTED TRAFFIC VOLUMES 2019

753 (1480) [1282]

14 (3) [20]

1055 (856) [983]

9 (7) [9]

14 (

14) [

18]

5 (10) [9]

67 (

72) [

43]

CO

TT

AG

E

ST

CO

AK

LE

Y

RD

US ROUTE 1 BYPASS / COAKLEY RD

47 (60) [49]91 (201) [160]

6 (5) [3]

17 (

22) [

23]

15

3 (

20

1) [

19

2]

Â2 & Â6 Â2 & Â5 Â7 Â8 Â1 & Â5 Â2 & Â6 Â7

PHASE

INITIAL

PASSAGE

YELLOW

RED

TI

MI

NG

RECALL

-- -- ----

CONTROLLER PROGRAMMING

4.0

2.0

4.0

2.0

4.0

2.0

4.0

2.0

4.0

2.0

OFF

Â2 Â5 Â6 Â7

5.0 10.0

49.0 14.0 49.0

OFF SOFT

8.0 9.055.0 54.0

14.0 49.0 14.0 49.0

5.0 6.0 5.0 4.0 5.0

Â1

5.0 8.0 5.0

14.0

OFF SOFT

100 100

PLAN 1 PLAN 2PLAN 3

CYCLE LENGTH

OFFSET

YIELD POINT

SPLIT TIME Â1

SPLIT TIME Â2

SPLIT TIME Â5

SPLIT TIME Â6

SPLIT TIME Â7

0

0

20

55

20

55

25

0

0

14

61

15

60

25

100

0

0

20

55

20

55

25

COORDINATION CYCLE DATA

MAX. 1

MAX. 2

MAX. 3

MAX. 1

MAX. 2

MAX. 3

DAILY COORDINATION PROGRAM

*

19.0

19.0

19.0

PLAN 1

PLAN 2

PLAN 3

MON - FRI

2030-1130

-

SAT - SUN

2030-0930

0930-2030

DAILY COORDINATION PROGRAM

[XXX] - 2019 SAT. PEAK HOUR TRAFFIC

(XXX) - 2019 P.M. PEAK HOUR TRAFFIC

XXX - 2019 A.M. PEAK HOUR TRAFFIC

[XXX] - 2019 SAT. PEAK HOUR TRAFFIC

(XXX) - 2019 P.M. PEAK HOUR TRAFFIC

XXX - 2019 A.M. PEAK HOUR TRAFFIC

1130-2030

--

1130-2030

FLASH MODE

-- -- ----

RR YR Y

LEAD PED (WALK)

PED FWD/CNTDOWN

PED DW BUFFER

-- -- ----

5

14

3

SIGNAL # S-379-07 SIGNAL # S-379-11


SH

EE

T

CH

EC

KE

D

AS

BUI

LT

DE

TAI

LS

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

ATI

ON

ST

ATI

ON

DE

SC

RI

PTI

ON

RE

VI

SI

ON

S

AF

TE

R

PR

OP

OS

AL

27960

DGN

27960sg01.dgn


SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN


15 34

TIMING & PHASING PLAN

TEMPORARY

US ROUTE 1 BYPASS SIGNALS,

NH

DO

T

SKI

BR

C

03-

20

18

1/

16/

20

15

08-

20

18

M cFarlandJohnson

ENGINEER.

THE PROJECT UNLESS OTHERWISE DIRECTED BY THE

SIGNALS TO THE ORIGINAL TIMINGS AT THE END OF

ANY TIMING CHANGES. CONTRACTOR SHALL RETURN

SIGNALIZED INTERSECTIONS PRIOR TO PROGRAMMING

CONTRACTOR SHALL RECORD EXISTING TIMINGS AT BOTH

GENERAL NOTE:

LEFT TURNS HAVE BEEN RELOCATED TO THE NORTHBOUND RIGHT TURNS.

AROUND AT ANOTHER INTERSECTION AND COME BACK NORTHBOUND THEREFORE HALF OF THE SOUTHBOUND

VOLUMES HAVE BEEN MOVED TO THE SOUTHBOUND THROUGH MOVEMENT AND IT IS ASSUMED THEY WILL TURN

SOUTHBOUND LEFT TURNS ARE NOT ALLOWED DURING CONSTRUCTION. THESE SOUTHBOUND LEFT TURN

NOTE:

SECONDS.

WITH Â7 AND Â7 MUST RUN FOR A MINIMUM OF 22

SHALL HAVE A 5 SECOND LEAD AND RUN CONCURRENT

* UPON PUSH BUTTON ACTIVATION PEDESTRIAN PHASE

NOTE:

NN

N N

SIGN SIZE TEXT DIMENSIONS POSTS PER SIGN SIGN SIZE TEXT DIMENSIONS POSTS PER SIGN

ITEM # IDENT #WIDTH

(inch)

HEIGHT

(inch)TEXT LETTER HEIGHT (inch)

SHIELD

SIZE

(inch)

ARROW

(inch)

NUMERAL

(inch)

# SIGNS

REQ'D

SIGN AREA

(SQ. FT.)

BR

EA

KA

WA

Y

ST

EE

L I

-BE

AM

CO

NC

RE

TE

BA

SE

4"

OD

AL

UM

INU

M

U-C

HA

NN

EL

-GA

LV

.

REMARKS ITEM # IDENT#WIDTH

(inch)

HEIGHT

(inch)TEXT LETTER HEIGHT (inch)

SHIELD

SIZE

(inch)

ARROW

(inch)

NUMERAL

(inch)

# SIGNS

REQ'D

SIGN AREA

(SQ. FT.)

BR

EA

KA

WA

Y

ST

EE

L I

-BE

AM

CO

NC

RE

TE

BA

SE

4"

OD

AL

UM

INU

M

U-C

HA

NN

EL

-GA

LV

REMARKS

NOM TOTAL NOM TOTAL

UC LC CAPS AREA AREA UC LC CAPS AREA AREA

3D 5.625X6.5 BLACK ON YELLOW

3D MOUNT ON SIGNAL POLE

3D 9X10.259

3D 5.625X6.5 BLACK ON YELLOW

3D MOUNT ON SIGNAL POLE

3D 9X10.259

7x18.9

14.9x22.9

BLACK ON

FLUORESCENT ORANGE

4D

GENERAL NOTES


STATE PROJECT NO. FILE NAME SHEET NO. TOTAL SHEETS

34

616.192 R10-15R 30 30 1 6.25 6.25

RED AND BLACK ON

WHITE

616.192 R10-15L 30 30 1 6.25 6.25

RED AND BLACK ON

WHITE

619.1 R3-8(34)a 36 30 1 7.50 7.50

SGNTXT_1


16

SIGN TEXT LAYOUT

EXCEL FILE NAME

Summary Sheets.xls 27690

1. REFER TO THE 2016 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION PUBLISHED BY THE NHDOT.

2. NOTE NEW REFLECTIVITY REQUIREMENTS IN THE 2016 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION SECTION 718 PUBLISHED BY THE NHDOT.

3. REFER TO THE 2010 STANDARD PLANS FOR ROAD CONSTRUCTION AS PUBLISHED BY THE NHDOT FOR EXACT DETAILS OF PERMANENT SIGNING STANDARDS AND NHDOT SPECIFIC SIGNS.

4. REFER TO THE LATEST EDITION OF THE STANDARD HIGHWAY SIGNS MANUAL AS PUBLISHED BY THE USDOT-FHWA FOR EXACT DETAILS OF BORDERS, ETC.

5. THE ALUMINUM OR U-CHANNEL POST SHALL BE FLUSH WITH THE TOP OF THE SIGN ON ALL SINGLE POST ASSEMBLIES.

(TYP)

8'-0"

(TYP)

10"

74'-4"

RAI

L

TO

RAI

L

77'-4"

OU

T

TO

OU

T

4 PRECAST CONCRETE MOMENT SLAB SECTIONS @ 20'-6" = 82'-0"

N

N 21°54'43.15" W

GENERAL PLAN AND ELEVATIONSCALE: 1" = 10'

ELEVATION

SCALE: 1" = 10'

PLAN

108+00 109+00

110+00

TO BORTHWICK AVE.

HO

DG

SO

N

BR

OO

K

(ITEM 563.23)

BRIDGE RAIL T3

(ITEM 565.232) (TYP)

T3 (STEEL POSTS)

BRIDGE APPROACH RAIL,

(TYP)

FACE OF RAIL

(TYP)

2'-0" BRUSHCURB

17

INDEX OF BRIDGE SHEETS

1

OHW = 16.0

DESCRIPTION

SHEET NO.

BRIDGE


PROPOSED PRECAST

EXIST. R.O.W.

EXIST. R.O.W.

MOMENT SLAB

PROPOSED PRECAST CONCRETE

OF BOX CULVERT CELLS (TYP)

CEILING, INVERT, AND LOWER PORTIONS

PROPOSED CONCRETE REPAIR OF

BEGIN MOMENT SLAB (TYP)

STA. 108+71.98

(TYP)

FACE OF CURB

END MOMENT SLAB (TYP)

STA. 109+53.98

MATERIAL (ITEM 585.3401)

SIMULATED STREAMBED

1 GENERAL PLAN AND ELEVATION

2 PROJECT NOTES & SUMMARY OF BRIDGE QUANTITIES

3 SITE PLAN

4 PHASED BRIDGE CONSTRUCTION SEQUENCE

5 BRIDGE CONCRETE REMOVAL

6 CONCRETE REPAIR DETAILS

9 MOMENT SLAB DETAILS (1 OF 2)

10 MOMENT SLAB DETAILS (2 OF 2)

11 T3 STEEL BRIDGE RAIL

18 REINFORCING SCHEDULE

12 T3 STEEL BRIDGE APPROACH RAIL (STEEL POSTS)

13 PORTABLE CONCRETE BARRIER - BRACED (1 OF 2)

14 PORTABLE CONCRETE BARRIER - BRACED (2 OF 2)

15 TEXAS RESTRAINED BARRIER (X-BOLT) (1 OF 3)



INTERSTATE 95 / U.S. ROUTE 4

TO PORTSMOUTH TRAFFIC CIRCLE

7 REHABILITATION DETAILS (1 OF 2)

8 REHABILITATION DETAILS (2 OF 2)

PRECAST CONCRETE MOMENT SLAB (TYP)

AND WINGWALL. REPLACE WITH NEW

REMOVE PORTION OF EXISTING HEADWALL

PARKING LOT

(TYP)

WINGWALL

EXISTING

(ITEM 563.23) (TYP)

BRIDGE RAIL T3

U.S. ROUTE 1 BYPASS

À CONSTRUCTION & PGL

(ITEM 606.18001)

8" OFFSET BLOCK (STEEL POST)

31" W-BEAM GUARDRAIL WITH

(ITEM 203.55552)

PLATFORM ALTERNATE, TL2

AND GUARDRAIL EAGRT OFFSET

(STEEL POST) (ITEM 606.1255)

UNIT TYPE EAGRT, TL2)

BEAM GUARDRAIL (TERMINAL

(ITEM 203.55552)

PLATFORM ALTERNATE, TL2

AND GUARDRAIL EAGRT OFFSET

(STEEL POST) (ITEM 606.1255)

UNIT TYPE EAGRT, TL2)

BEAM GUARDRAIL (TERMINAL

CURB (ITEM 609.01) (TYP)

AND STRAIGHT GRANITE

(ITEM 565.232) (TYP)

T3 (STEEL POSTS)

BRIDGE APPROACH RAIL,

(ITEM 585.3401)

STREAMBED MATERIAL

SIMULATED

27690

M cFarlandJohnson

BRIDGE NO. STATE PROJECTTOWN

LOCATION

REVISIONS AFTER PROPOSAL

DESIGNED

DRAWN

QUANTITIES

REV. DATE

ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS

FILE NUMBER

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SIW

DJD

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08/18

08/18

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34

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US ROUTE 1 BYPASS OVER HODGSON BROOK

DEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN

STATE OF NEW HAMPSHIRESTATE OF NEW HAMPSHIRE

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cc

2

18

PROJECT NOTES & SUMMARY OF BRIDGE QUANTITIES

SUMMARY OF BRIDGE QUANTITIES

õ NOT A BID ITEM

27690

M cFarlandJohnson


LOCATION


DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SIW

DJD

08/18 JAL

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X-A003(589)

N

N 21°54'43.15" W108+00 109+00

110+00

HO

DG

SO

N

BR

OO

K

EXISTING RIGHT-OF-WAY

EXISTING RIGHT-OF-WAY

SCALE: 1" = 10'

SITE PLAN

19

U.S. ROUTE 1 BYPASS N.B.

U.S. ROUTE 1 BYPASS S.B.

BEGIN MOMENT SLAB (TYP)

STA. 108+71.98END MOMENT SLAB (TYP)

STA. 109+53.98

SITE PLAN3

NOTES:

FOR WATER DIVERSION NOTES, SEE BRIDGE SHEET 2.1.

O'

BRI

EN

DRI

VE

BO

RT

HWI

CK

AV

EN

UE

15" RCP

18" RCP

PARKING LOT

U.S. ROUTE 1 BYPASS

À CONSTRUCTION & PGL

PRIVATE 8"

PRIVATE 4" CLDI (1984)

10" VC

(ITEM 503.101) (SEE NOTE 1)

WATER DIVERSION STRUCTURE

(ITEM 503.101) (SEE NOTE 1)

WATER DIVERSION STRUCTURE

(ITEM 585.3401)

STREAMBED MATERIAL

SIMULATED

LOGGERS

GUAGE AND DATA

LOCATION OF STREAM

APPROXIMATE

27690

M cFarlandJohnson


LOCATION


DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

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18OF

SFD SIW

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X-A003(589)

pb pb

pb

pb

pb

pb

pb

g os

g os

cc

3a

1'stump

1.5'c

orn

m

hs

15

15

20

20

20

20

25

25

25

25

25

2525

TO BE REMOVED

2" GAS MAIN

EXISTING

2" GAS MAIN

EXISTING

4'-0"12'-0"13'-6"2'-6"11'-0"11'-0"2'-0"

PHASE 1 WORK AREA

1'-6" MIN.

PHASE 1

SCALE: ‚" = 1'

PHASE 2

SCALE: ‚" = 1'

FINAL CONDITION

SOUTH HEADWALL

SOUTH HEADWALL

SOUTH HEADWALL

NORTH HEADWALL

NORTH HEADWALL

NORTH HEADWALL

PHASE 2 WORK AREA

1'-6" MIN.

56'-0"

53'-6"

PHASE 1

PHASE 2

LEGEND

DIRECTION ON TRAVEL

1'-6" (TYP)

6" (TYP)

SHOULDER SB TRAVEL LANE SB TRAVEL LANE NB TRAVEL LANE NB TRAVEL LANE

SB TRAVEL LANE SB TRAVEL LANE NB TRAVEL LANE NB TRAVEL LANE SHOULDER

LI

MI

TS

OF

WA

TE

R

RE

PE

LL

EN

TLI

MI

TS

OF

WA

TE

R

RE

PE

LL

EN

T

(SI

LA

NE-

SI

LO

XA

NE)

(I

TE

M 534.3) (

TY

P

BO

TH

SI

DE

S)

(TYP)

REVEAL

7"

SHLDR

SHLDR

2'-0"11'-0"11'-0"2'-6"11'-0"11'-0"5'-0"

(ITEM 606.41741)

FOR TRAFFIC CONTROL - BRIDGE.

PORTABLE CONCRETE BARRIER

(ITEM 606.41741)

FOR TRAFFIC CONTROL - BRIDGE.


SB TURN LANE

11'-0"

SB TRAVEL LANE

11'-0"

SB TRAVEL LANE

11'-0"

SHOULDER

5'-7"

DEVICES

CHANNELIZING

MEDIAN WITH

DEVICES

CHANNELIZING

MEDIAN WITH

(SEE NOTE 1)

(SEE NOTE 1)

1'-0"

EXISTING CURBLINE

(SEE ROADWAY ITEMS)

ROADWAY BOX

(TYP)

6"

(TYP)

(ITEM 563.23)

BRIDGE RAIL T3

SCALE: ‚" = 1'

ISLAND

MEDIAN

1'-5"

MEDIAN DETAILS

PAVEMENT AND

PLANS FOR

SEE HIGHWAY

NOTES:

CONSTRUCTION SEQUENCE NOTES:

77'-4" (OUT-TO-OUT)

REMOVAL OF EXISTING BRIDGE STRUCTURE (ITEM 502.)

SHOULDER

5'-3"

NB TRAVEL LANE

12'-0"

NB TRAVEL LANE

12'-0"

SHOULDER

2'-0"

CONCRETE

4'-0"

6" SHOULDER

20

PHASED BRIDGE CONSTRUCTION SEQUENCE4

MATCH EXISTINGMATCH EXISTING

MATCH EXISTING

(ITEM 508.)

STRUCTURAL FILL

(TYP)

3"

FACE OF CURBFACE OF RAIL

À 6" Â PIPE UNDERDRAIN (TYP)

TO BRIDGE.

COLD PLANE AND PAVE NEW WEARING SURFACE BETWEEN INTERSECTIONS ADJACENT8.

INSTALL NEW BINDER SURFACE TO IMPACTED AREA.7.

INSTALL NEW MEDIAN AT LOCATION DETAILED ON HIGHWAY PLANS.6.

BACKFILL WORK AREA TO MATCH EXISTING CROSS SLOPE AND VERTICAL PROFILE.5.

INSTALL T3 BRIDGE RAIL.4.

INSTALL PRECAST CONCRETE MOMENT SLAB.3.

PORTIONS OF WINGWALLS AS SHOWN. SEE BRIDGE SHEET 5 FOR LIMITS OF REMOVAL.

BARRIER. REMOVE EXISTING BRIDGE RAIL, HEADWALL, GRANITE CURBING, AND

THE WORK AREA IS LIMITED TO 1'-6" FROM THE BACK OF THE PORTABLE CONCRETE 2.

AS SHOWN ON HIGHWAY SHEETS 12 THROUGH 14. ADJUST LANES AS SHOWN.

CONTROL - BRIDGE, CONSTRUCTION SIGNAGE AND TRAFFIC CONTROL APPURTENANCES

ENGINEER, SHIFT TRAFFIC, INSTALL PORTABLE CONCRETE BARRIER FOR TRAFFIC

USING APPROPRIATE TRAFFIC CONTROL PROCEDURES, TO THE SATISFACTION OF THE 1.

INSTALL NEW BINDER SURFACE TO IMPACTED WORK AREA.6.

BACKFILL WORK AREA TO MATCH EXISTING CROSS SLOPE AND VERTICAL PROFILE.5.

INSTALL T3 BRIDGE RAIL.4.

INSTALL PRECAST CONCRETE MOMENT SLAB.3.

PORTIONS OF WINGWALLS AS SHOWN. SEE BRIDGE SHEET 5 FOR LIMITS OF REMOVAL.

BARRIER. REMOVE EXISTING BRIDGE RAIL, HEADWALL, GRANITE CURBING, AND

THE WORK AREA IS LIMITED TO 1'-6" FROM THE BACK OF THE PORTABLE CONCRETE2.

SHEETS 9 THROUGH 11. REMOVE MEDIAN AND ADJUST LANES AS SHOWN.

CONSTRUCTION SIGNAGE AND TRAFFIC CONTROL APPURTENANCES AS SHOWN ON HIGHWAY

ENGINEER, INSTALL PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL - BRIDGE,

USING APPROPRIATE TRAFFIC CONTROL PROCEDURES, TO THE SATISFACTION OF THE1.

MOMENT SLAB (TYP)

PRECAST CONCRETE

MOMENT SLAB (TYP)

PRECAST CONCRETE

À U.S. ROUTE 1 BYPASS

À U.S. ROUTE 1 BYPASS

À U.S. ROUTE 1 BYPASS TO BRIDGE.

COLD PLANE AND PAVE NEW WEARING SURFACE BETWEEN INTERSECTIONS ADJACENT3.

INSTALL NEW MEDIAN AT LOCATION DETAILED ON HIGHWAY PLANS.2.

INSTALL NEW BINDER SURFACE TO IMPACTED AREA.1.

PHASE 3 (FINAL CONDITION)

TO REMAIN

4" GAS MAIN

EXISTING

(MIN)

6'-6"

(MIN)

6'-6"

(MIN)

6'-6"

(SEE NOTE 2)

(F)(ITEM 504.1)

BRIDGE EXCAVATION

LIMITS OF COMMON

(TYP) (SEE NOTE 2)

EXISTING CONCRETE SLAB

APPROXIMATE LOCATION OF

(SEE NOTE 5)

(ITEM 538.1) (TYP)

PEEL AND STICK (F)

BARRIER MEMBRANE,

BRIDGE STRUCTURE TO THE LIMIT DEFINED FOR ITEM 504.1

SECTION OF HEADWALL TO REMAIN AND ALONG THE TOP OF THE EXISTING

EXTEND ITEM 538.1, BARRIER MEMBRANE PEEL AND STICK (F), DOWN THE 5.

FOR BRIDGE REMOVAL NOTES, SEE BRIDGE SHEET 2.4.

FOR UNDERDRAIN DETAIL, SEE BRIDGE SHEET 8.3.

SLAB.

METHOD OF EXCAVATION SHALL NOT UNDERMINE THE EXISTING CONCRETE

INSTALLATION SHALL BE CONSIDERED SUBSIDIARY TO ITEM 504.1. THE

ALL TEMPORARY EARTH SUPPORT NEEDED TO COMPLETE THE MOMENT SLAB2.

CONCRETE BARRIER.

SHALL BE NO CLOSER THAN 1'-6" TO THE BACK FACE OF THE PORTABLE

FOR AN UNSUPPORTED OPEN EXCAVATION, THE TOP OF THE EXCAVATION1.

(SEE NOTE 2)

(F)(ITEM 504.1)

BRIDGE EXCAVATION

LIMITS OF COMMON

BE REMOVED (ITEM 203.1)

EXISTING MEDIAN ISLAND TO

27690

M cFarlandJohnson


LOCATION


DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SIW

DJD

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REMOVAL

LIMIT OF

TO BE REMOVED

SECTION OF WINGWALL

TO BE REMOVED

SECTION OF WINGWALL

B

B

17'-9"46'-6"17'-9"

(T

YP)

2'-0"

(T

YP)

1"

(TYP)

2'-0"

A

A

12

4

2'-4"

2'-

1"

VA

RI

ES

VARIES

SECTION A-A

SCALE: ƒ" = 1'SCALE: ƒ" = 1'

GRANITE CURB

STRAIGHT

10"

REINFORCEMENT

EXISTING

1'-

3"

HE

AD

WA

LL

EXI

STI

NG

1"

JOINT

COLD

EXISTING

TO BE REMOVED

HEADWALL

5'-0"

TO BE REMOVED

SECTION OF CELL CEILING

10"

(SEE NOTE 1) CULVERT BRIDGE

TOP OF BOX

SH

EE

T

6

SE

E

BRI

DG

E

2'-4"

12

4

SECTION B-B

SCALE: ƒ" = 1'SCALE: ƒ" = 1'

6'-

2"

10"

BE REMOVED

WINGWALL TO

SECTION OF

CURB

STRAIGHT GRANITE

(SEE NOTE 1)

LIMIT OF REMOVAL

VARIES

1"

TO REMAIN

SECTION OF WINGWALL

1'-

0"

(SEE NOTE 1)

TO ITEM 502.)

(SUBSIDIARY

SAWCUT 1"

SCALE: ƒ" = 1'

(REMOVAL LIMITS, CELLS 2 - 5)

SECTION THROUGH UPSTREAM END OF STRUCTURE

5'-0"

TO BE REMOVED

SECTION OF CELL CEILING

4"

4'-0"

10"

10"

SH

EE

T

6

SE

E

BRI

DG

E

TO BE REMOVED

CONCRETE LIP

CULVERT BRIDGE

TOP OF BOX

SCALE: ‚" = 1'

21

CELL 1CELL 2 CELL 3 CELL 4 CELL 5

TO REMAIN

SECTION OF WINGWALL

REMOVAL OF EXISTING BRIDGE STRUCTURE (ITEM 502.)

TO BE REMOVED

SECTION OF HEADWALL

EL. 23.75 (UPSTREAM END)

EL. 23.58 (DOWNSTREAM END)

BRIDGE CONCRETE REMOVAL5

HEADWALL

ORIGINAL

TOP OF

LEGEND

PREPARATION FOR CONCRETE REPAIRS, CLASS II (ITEM 512.02)

(SEE NOTE 1)

BOX CULVERT BRIDGE

TOP OF

(LEVEL) (SEE NOTE 2) (TYP)

SAWCUT WITH NEAT STRAIGHT LINE

(REMOVAL LIMITS SIMILAR AT DOWNSTREAM OUTLET EXCLUDING 4" LIP)

TO REMAIN

SECTION OF WINGWALL

TO REMAIN

HEADWALL

EXISTING

27690

M cFarlandJohnson


LOCATION


DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SIW

DJD

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08/18

08/18

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NOTES:

FOR CELLS 2-5.

DOWNSTREAM OUTLET OF CELL 1 SHALL HAVE CEILING REMOVAL LIMITS AS SHOWN6.

FOR BRIDGE REMOVAL NOTES, SEE BRIDGE SHEET 2.5.

BE SHORED AND TEMPORARILY SUPPORTED.

PRIOR TO COMMENCING CELL WALL REHABILITATION WORK, THE BRIDGE SHALL4.

ITEM 206.19, COMMON STRUCTURE EXCAVATION EXPLORATORY.

BASED ON INSPECTIONS AT THE TEST PIT LOCATIONS. COST SHALL BE PAID UNDER

ENGINEER TO DETERMINE IF REPAIRS DEFINED IN ADJACENT CELLS ARE WARRANTED

ONE IN THE MIDDLE TO DETERMINE THE CONDITION OF THE EXISTING CONCRETE.

CONTRACTOR SHALL DIG 3 TEST PITS IN CELL 1: ONE TEST PIT AT EACH END AND3.

LIMIT SHALL BE MADE FLAT IN PREPARATION FOR THE MOMENT SLAB PLACEMENT.

ELEVATION VIEW. THE SURFACE OF THE CONCRETE TO REMAIN ALONG THE REMOVAL

1" SAWCUT SHALL BE A NEAT STRAIGHT LINE ALONG THE LIMITS SHOWN IN THE2.

MOMENT SLAB UNITS.

APPROXIMATE AND SHOULD BE FIELD VERIFIED PRIOR TO FABRICATION OF PRECAST

OF THE 1940'S ORIGINAL STRUCTURE AS SHOWN. THE ELEVATIONS SHOWN ARE

THE EXISTING WINGWALL CUT LINE SHALL BE SET AT THE TOP OF THE HEADWALL1.





TO REMAIN

4" GAS MAIN

EXISTING

HEADWALL

FACE OF EXISTING

HEADWALL

ORIGINAL

TOP OF

CUT-OFF WALL

FACE OF EXISTING

HEADWALL

FACE OF EXISTING

SEE NOTE 4NOTE 6

SEE

TO REMAIN

9" WATER MAIN

EXISTING 4" LIP (TYP)

(UPSTREAM END ONLY)

TYPICAL STRUCTURE ELEVATION (UPSTREAM)

EXISTING CULVERT FLOOR

NOT TO SCALE

NOT TO SCALE

22

ENGINEER

AS DETERMINED BY THE

LIMITS OF UNSOUND CONCRETE

STEEL TO REMAIN

EXISTING SOUND REINFORCING

REMOVAL

CONCRETE

EDGE OF

(SEE NOTE 8)

PROPOSED SAWCUT

(TYP)

90°

LEGEND

EXPOSED EXISTING REINFORCING STEEL

DETERIORATED CONCRETE TO BE REMOVED

(SEE NOTE 8)

SAW CUT EDGE OF PATCH

REMOVAL

EDGE OF CONCRETE

STEEL TO REMAIN

REINFORCING

EXISTING SOUND

(MIN)

1•"

REPAIR AREA

VOID AREA OF DESIGNATED

EXISTING CONCRETE

MATCH FACE OF

REPLACEMENT DETAIL, THIS SHEET.

AS SHOWN ON THE REINFORCING BAR

AS REQUIRED, SHALL BE REPLACED

STEEL. THE REINFORCING STEEL,

DEPTH OF 1•" BEHIND EXISTING

TO SOUND CONCRETE OR A MINIMUM

REMOVE DETERIORATED CONCRETE

CONCRETE REPAIR DETAILS6

PARTIAL DEPTH CONCRETE REPAIR DETAIL

CONCRETE REPAIRS

SECTION

PARTIAL DEPTH CONCRETE REPAIR DETAIL

CONCRETE REPAIRS

ELEVATION

27690

M cFarlandJohnson


LOCATION


DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SIW

DJD

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LAP LENGTH

LAP LENGTHBAR SIZE

#5

#6

#7

#8

#9

24"

WORK ONLY.

TABLE ABOVE ARE FOR REPAIR

LAP LENGTHS PROVIDED IN

#4 20"

32"

42"

55"

69"

NOT TO SCALE

SECTION SHALL BE REPLACED.

LOST MORE THAN 50% OF ITS

REINFORCING STEEL THAT HAS

NOTE:

(TYP) (SEE NOTE 8)

SAWCUT EDGE OF PATCH

REINFORCING BAR REPLACEMENT DETAIL

CONCRETE REPAIRS

REMOVAL

EDGE OF CONCRETE

ALL AROUND

1•" (MIN)

TABLE (TYP)

SEE LAP LENGTH

STEEL TO REMAIN (TYP)

EXISTING SOUND REINFORCING

EXISTING CONCRETE

MATCH FACE OF

MATCH EXISTING)

(SIZE AND SPACING TO

ITEM 544.01 (TYP)

STEEL SHALL BE UNCOATED,

REPLACEMENT REINFORCING

ACHIEVED

REQUIRED LAP LENGTH CAN BE

STEEL IS SOUND SUCH THAT THE

CUT AT POINT WHERE EXISTING

APPLICATIONS

(TYP) FOR VERTICAL AND HORIZONTAL

ITEM 520.01, CONCRETE CLASS AA

LIMITS OF PROPOSED REPAIR WITH

CONCRETE REPAIR NOTES

UNDER ITEM 512.02.

PREPARATION FOR CONCRETE REPAIRS TO BE AS SPECIFIED IN SECTION 512 AND PAID FOR10.

ALL EXPOSED STEEL SHALL BE THOROUGHLY BLAST CLEANED.9.

OF 1" DEEP.

ALL DETERIORATED AREAS SHALL BE DELINEATED BY A SAWCUT. SAWCUT SHALL BE A MINIMUM8.

CONCRETE WHICH HAS SPALLED OR OTHERWISE DETERIORATED.

CONCRETE REPAIRS INCLUDE REMOVING DETERIORATED, LOOSE AND MAP CRACKED CONCRETE OR7.

ROUGHENED TO A MINIMUM AMPLITUDE OF ‚".

ALL EXISTING SURFACES THAT WILL HAVE NEW CONCRETE CAST AGAINST IT MUST BE6.

EXISTING SURFACES.

IMMEDIATELY PRIOR TO PLACING NEW CONCRETE AGAINST EXISTING CONCRETE, CLEAN AND WET5.

UNCOATED AND PAID FOR UNDER ITEM 544.01.

REINFORCEMENT USED TO REPLACE EXISTING DETERIORATED REINFORCING STEEL SHALL BE 4.

INSTALL ACCORDING TO REINFORCING REPLACEMENT DETAIL.

AND INSTALLING REPLACEMENT REINFORCING STEEL SHALL BE AT THE CONTRACTOR'S EXPENSE.

REMOVAL, PATCHING MATERIAL, CLEANING EXISTING REINFORCING STEEL, AND FURNISHING

REINFORCEMENT TO THE EXTENT REQUIRING REPLACEMENT, ANY ADDITIONAL CONCRETE

IF DURING REMOVAL OF DETERIORATED CONCRETE, THE CONTRACTOR DAMAGES EXISTING3.

CONCRETE FOR REPAIR AREAS SHALL BE CONCRETE CLASS AA, ITEM 520.01.2.

DETERMINED BY JOINT INSPECTION OF CONTRACTOR AND CONTRACT ADMINISTRATOR.

CONCRETE REPAIR LOCATIONS SHALL BE AS DETAILED ON BRIDGE SHEETS 7 AND 8, AND AS1.

CELL 5CELL 3

(TYP)

8'-0"

CELL 2 CELL 4

(TYP)

10"

27690

M cFarlandJohnson


LOCATION


DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SIW

DJD

08/18 JAL

08/18

08/18

08/18

192 / 106

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SCALE: •" = 1'-0"SCALE: •" = 1'-0"

A

A

REHABILITATION NOTES:

CELL 1

BRIDGE ELEVATION (UPSTREAM)(

TY

P)

10"SEE NOTE 1

SEE NOTE 2

TO REMAIN (TYP)

EXISTING WINGWALL

TO REMAIN

EXISTING HEADWALL

TO REMAIN

EXISTING CUT-OFF WALL

TO REMAIN

4" GAS MAIN

EXISTING

TO REMAIN

9" WATER MAIN

EXISTING

(T

YP

FO

R

CE

LL

S 1

AN

D 5)

6'-6"

(T

YP

FO

R

CE

LL

S 2

TH

RO

UG

H 4)

6'-2"

(TYP)

2'-0"

(TYP)

4'-0"

(TYP)

2'-0"

2" CHAMFER (TYP)

(T

YP)

1'-8"

CELL FLOOR (TYP)

1" RECESS INTO EXISTING

(T

YP)

2'-0"

(TYP)

2'-0"

SCALE: •" = 1'-0"

5'-0"

9"

10"

1'-4"

6'-

2"

SECTION A-A

SLAB

CONCRETE MOMENT

PROPOSED PRECAST

TO BE REMOVED

EXISTING HEADWALL

TO REMAIN

EXISTING HEADWALL

6"

TO REMAIN

CUT-OFF WALL

EXISTING

MO

DI

FI

ED

2'-1"

WA

LL

CELL INVERT

PROPOSED

EXI

STI

NG

R.

O.

W.

CHANNEL

EXISTING

APPROX.

DOWNSTREAM END ONLY

8"

11"

CELL 1 EXISTING CONDITIONS (AT OUTLET)

SCALE: •" = 1'-0"

(LOOKING UPSTREAM)

1'-6" (

±)

4'-6" (

±)

4" GAS MAIN

9" WATER MAIN

GROUND

EXISTING

APPROXIMATE

SCALE: •" = 1'-0"

1'-6" (

±) 2'-6" (

±)

4" GAS MAIN

9" WATER MAIN

SCALE: •" = 1'-0"

(LOOKING UPSTREAM)

4'-

9" (

±)

6'-2" (

±)

4" GAS MAIN

9" WATER MAIN

(RETAINING EARTH)

CONCRETE BLOCK

GROUND

EXISTING

APPROXIMATE

23

7REHABILITATION DETAILS (1 OF 2)

BRIDGE SHEET 8)

(SEE UNDERDRAIN DETAIL,

ITEM 605.906

(LOOKING DOWNSTREAM)

CELL 1 EXISTING CONDITIONS (AT INLET)

GROUND

EXISTING

APPROXIMATE

CELL 1 EXISTING CONDITIONS (MIDDLE OF CELL)

SEE NOTE 3 (TYP)

À 6" Â PIPE UNDERDRAIN

3"

SEE NOTE 1

SEE NOTE 1

SEE NOTE 1

(MI

N)

5"

*

SEE BRIDGE SHEET 6

CELL CEILING

EXISTING

(SUBSIDIARY TO ITEM 529.903)

1" BEARING PAD

FLOOR (TYP)

EXISTING CELL

(T

YP)

5" (

MI

N)

(T

YP)

4" (

MI

N)

SEE BRIDGE SHEET 6

FOR REPAIR DETAILS,

(TYP)

5" (MIN)


PROPOSED PRECAST

ELEVATION OF PROPOSED BRIDGE REHABILITATION

SIMULATED STREAMBED MATERIAL TO MATCH INVERT OUT

CELLS 2 THROUGH 5.

THE PROPOSED FLOOR AND WALL REPAIRS SHALL BE FULL LENGTH OF EACH CELL FOR3.

CEILING REPAIR SHALL ALSO BE INCLUDED ON THE DOWNSTREAM END OF CELL 1.

THE DOWNSTREAM AND THE UPSTREAM FASCIAS FOR CELLS 2 THROUGH 5. THE PROPOSED

THE PROPOSED CEILING CONCRETE REPAIR SHALL BE 5' INWARD FROM THE FACE OF2.

ITEM 206.19, COMMON STRUCTURE EXCAVATION EXPLORATORY.

BASED ON INSPECTIONS AT TEST PIT LOCATIONS. COSTS SHALL BE PAID FOR UNDER

CONTRACT ADMINISTRATOR TO DETERMINE IF TYPICAL CONCRETE REPAIRS ARE NEEDED

ONE IN THE MIDDLE TO DETERMINE THE CONDITION OF THE EXISTING CONCRETE.

CONTRACTOR SHALL DIG 3 TEST PITS IN CELL 1: ONE TEST PIT AT EACH END AND1.

PAVEMENT

EXISTING

9'-6"±

(ITEM 585.3401) *

STREAMBED MATERIAL

SIMULATED

(T

YP)

10"

(5 CELLS @ 8'-0" AND 6 CELL WALLS @ 10" = 45'-0")

OUT TO OUT = 45'-0"

CELL FLOOR

8'-0"

27690

M cFarlandJohnson


LOCATION


DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

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08/18

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18OF

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LI

MI

TS

OF

WA

TE

R

RE

PE

LL

EN

TLI

MI

TS

OF

WA

TE

R

RE

PE

LL

EN

T

1'-0"

1'-

4"

6"

(ITEM 563.23)

BRIDGE RAIL T3

(SEE NOTE 1)


AGGREGATE (0.5 CY)

THIS SHEET)


ITEM 605.906

UNDERDRAIN

6" Â PIPE

(SEE HIGHWAY ITEMS)

ROADWAY BOX

(ITEM 508.)

STRUCTURAL FILL

WINGWALL TO REMAIN

PORTION OF EXISTING


PROPOSED PRECAST

(SI

LA

NE-

SI

LO

XA

NE) (I

TE

M 534.3)

SCALE: •" = 1'-0"

SECTION C-C

6

1

3"

EL 23.58 (DOWNSTREAM)

EL 23.75 (UPSTREAM)

FINISH GRADE

(ITEM 504.1)

BRIDGE EXCAVATION

LIMIT OF COMMON

EXCAVATION (ITEM 504.1)

LIMIT OF COMMON BRIDGE

TO ITEM 529.903)

1" BEARING PAD (SUBSIDIARY

(SEE NOTE 3)

8

24

SCALE: •" = 1'-0"SCALE: •" = 1'-0"

CELL 5CELL 4

CELL 3

CELL 2CELL 1

B B

(TYP 2 LOCATIONS)

116 - #4C1 @ 8"

(TYP 3 LOCATIONS)

116 - #4C2 @ 8"

(TYP 2 LOCATIONS)

5 - #4C3 SPACED AS SHOWN

(TYP 3 LOCATIONS)

10 - #4C3 SPACED AS SHOWN

SCALE: •" = 1'-0"

SECTION B-B

WALL

10"

WALL

10"

116 - #4

C2

@ 8"

116 - #4

C2

@ 8"

REHABILITATION DETAILS (2 OF 2)UNDERDRAIN DETAIL

1'-4"

2"

MEET THE REQUIREMENTS OF SECTION 605

GEOTEXTILE, AGGREGATE, AND SAND SHALL

NOTE:

ITEM 605.906)

(SUBSIDIARY TO

GEOTEXTILE

ITEM 605.906)

(SUBSIDIARY TO

SAND

1'-6"

SCALE: •" = 1'-0"

9"NOTES:

MI

N

LA

P

1'-8"

(T

YP)

(CONTRACTORS OPTION)

6" Â PIPE UNDERDRAIN

ITEM 605.906,

SEE BRIDGE SHEET 6

FOR REPAIR DETAILS,

TYPICAL BRIDGE SECTION (REINFORCEMENT)

(SEE BRIDGE SECTION, ABOVE, FOR SPACING)

20 (2x10) - #4C3

(SEE BRIDGE SECTION, ABOVE, FOR SPACING)

20 (2x10) - #4C3

WELDED WIRE FABRIC

6x6 - W2.9xW2.9

QUANTITY OF STEEL IS SUPPLIED FOR EACH SQUARE FOOT OF AREA.

OTHER WIRE FABRIC PATTERNS MAY BE SUBSTITUTED PROVIDED AN EQUAL OR GREATER5.

1 MESH SIZE SHALL BE USED.

IF LAPPING OF THE WELDED WIRE FABRIC IS REQUIRED, THEN A MINIMUM LAP OF 6" OR4.

SEE NOTE 1, BRIDGE SHEET 5, FOR WINGWALL CUT LINE INFORMATION.3.

FOR LOCATION OF SECTION C-C, SEE BRIDGE SHEET 10.2.

(WITH NO OUTLET PIPE).

AGGREGATE DRAINS SHALL CONFORM TO SECTION 605 OF THE STANDARD SPECIFICATIONS1.

ITEM 605.906)

(SUBSIDIARY TO

AGGREGATE

(SEE NOTES 4 AND 5)

(TYP 3 LOCATIONS)


6x6 - W2.9xW2.9 WELDED WIRE FABRIC

3 - #5 SPACED AS SHOWN

SCALE: ‚" = 1'

PRECAST CONCRETE MOMENT SLAB LAYOUT PLAN

6'-0"

1'-7"11 POST SPACES @ 7'-2" = 78'-10"1'-7"

2"

27690

M cFarlandJohnson


LOCATION


DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SIW

DJD

08/18 JAL

08/18

08/18

08/18

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SCALE: 1" = 1'

VA

RI

ES

3'-2"1'-0"

6"

2'-0"

1'-6"

2"

2"

ƒ" CHAMFER (TYP)

6'-0"

1'-0"

10"

(ITEM 563.23)

BRIDGE RAIL T3

0.5%

(ITEM 529.903)

PRECAST CONCRETE MOMENT SLAB

À •" Â HALF-ROUND DRIP NOTCH

VA

RI

ES

EXISTING HEADWALL TO REMAIN

10"

(SEE DETAILS, THIS SHEET)

MATCH CAST JOINT KEYWAY

TYPICAL MOMENT SLAB MASONRY SECTION

SCALE: 1" = 1'

#6 @ 6"

#6 @ 6"

#6 @ 6"

#6 @ 12"

TYPICAL MOMENT SLAB REINFORCEMENT SECTION

#5 @ 12" TOP AND BOTTOM

#5

@ 12" (

EF)

SCALE: 1" = 1'

VERTICAL MATCH CAST JOINT

1'-10"

8"

6"

8"

3"

(T

YP)

•"

SCALE: 1" = 1'

1'-

6"

6"

6"

6"3"

(T

YP)

•"

HORIZONTAL MATCH CAST JOINT

20'-6"20'-6"20'-6"20'-6"

82'-0"

25

MOMENT SLAB DETAILS (1 OF 2)

2'-0" BRUSH CURB

(SEE DETAILS, BRIDGE SHEET 10)

CONNECTION ASSEMBLY (TYP)

GALVANIZED STEEL

9


1" BEARING PAD

10"

10"

(BRUSH CURB COPING)

(BRUSH CURB COPING) SLAB JOINT (TYP)

PRECAST CONCRETE MOMENT

27690

M cFarlandJohnson


LOCATION


DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SIW

DJD

08/18 JAL

08/18

08/18

08/18

192 / 106

34

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18OF

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SCALE: 1" = 1'

TYPICAL MOMENT SLAB SECTION AT JOINTS

A AB

B

(T

YP)

À 1Ž" Â HOLE FOR

1•" Â ANCHOR ROD (TYP)

PAD (TYP)

FABRIC BEARING

„" PREFORMED

PLATE

GALVANIZED STEEL

1" x 6" x 4'-6"

PLATE

GALVANIZED STEEL

1" x 1'-6" x 4'-6"

WASHER Á (TYP)

3" x 3" x …"

NUT WITH A POINTED TOOL (TYP)

BOLT SHALL BE BURRED AT FACE OF

HEAVY HEX NUT, THREADS OF

SCALE: 1" = 1'

VIEW B-B

À JOINT

À 1Ž" Â HOLE FOR


PLATE

GALVANIZED STEEL

1" THICK

SCALE: 1" = 1'

VIEW A-A

À JOINT

À 1Ž" Â HOLE FOR


PLATE

GALVANIZED STEEL

1" THICK

MOMENT SLAB

PRECAST CONCRETE

INTERIOR FACE OF

LENGTH

1•

"

DI

A

THREADS

5" CUT OR ROLLED

ANCHOR ROD DETAIL

NOT TO SCALE

1'-3"

EMBEDMENT

1'-8"

WASHER PLATE

…" THICK

ANCHOR ROD DETAIL

NOT TO SCALE

NOT TO SCALE

WASHER PLATE DETAIL

ANCHOR BOLT

À 1Œ" Â HOLE FOR 1•" Â

UPSTREAM ELEVATION

SCALE: ‚" = 1'

CELL 5CELL 4CELL 3CELL 2CELL 1

(ITEM 563.23)

BRIDGE RAIL T3

(TYP)

(STEEL POSTS) (ITEM 565.232)

BRIDGE APPROACH RAIL T3

HEADWALL TO REMAIN

EXISTING

EXISTING BRIDGE CELLS TO REMAIN

CONCRETE REPAIR (TYP)

SCALE: ‚" = 1'

CELL 5 CELL 4 CELL 3 CELL 2 CELL 1

(ITEM 563.23)

BRIDGE RAIL T3

(TYP)

(STEEL POSTS) (ITEM 565.232)

BRIDGE APPROACH RAIL T3

WINGWALL TO REMAIN

PORTION OF EXISTING

HEADWALL TO REMAIN

EXISTING

EXISTING BRIDGE CELLS TO REMAIN

CONCRETE REPAIR (TYP)

DOWNSTREAM ELEVATION

26

10MOMENT SLAB DETAILS (2 OF 2)

EL 27.59EL 28.41

EL 27.59

EL 28.41

1" BEARING PAD

1" BEARING PAD

EL 28.21

EL 28.00 EL 27.80

EL 27.80 EL 28.00 EL 28.21

C

NOTES

BRIDGE SHEET 8)



BRIDGE SHEET 8)



PRECAST CONCRETE MOMENT SLAB JOINT NOTES

EL 23.58

WINGWALL TO REMAIN

PORTION OF EXISTINGC

(SEE NOTE 2)

1'-6"

1'-6"

EL 23.58

(SEE NOTE 2)


WINGWALL TO REMAIN

PORTION OF EXISTINGC

1'-6"

EL 23.75

(SEE NOTE 2)

C

WINGWALL TO REMAIN

PORTION OF EXISTING

EL 23.75

(SEE NOTE 2)

1'-6"


SLAB JOINT (TYP)

PRECAST CONCRETE MOMENT

CUT LINE INFORMATION.

SEE NOTE 1, BRIDGE SHEET 5, FOR WINGWALL2.

FOR SECTION C-C, SEE BRIDGE SHEET 8.1.

SILICONE JOINT SEALANT (F).

UNITS ABOVE FINISH GRADE TO ONE FOOT BELOW FINISH GRADE WITH ITEM 562.1,

PLACEMENT OF ITEM 538.1, SEAL JOINTS BETWEEN PRECAST CONCRETE MOMENT SLAB

MEMBRANE, PEEL AND STICK (F) ALONG JOINT UP TO FINISH GRADE. PRIOR TO

PRIOR TO INSTALLATION OF THE CONNECTION PLATES, PLACE ITEM 538.1, BARRIER4.

TO ITEM 529.903, PRECAST CONCRETE MOMENT SLAB.

GALVANIZED STEEL PLATES, ANCHOR RODS, NUTS AND WASHERS, SHALL BE SUBSIDIARY3.

ALL CONNECTION PLATES SHALL BE GALVANIZED IN ACCORDANCE WITH SECTION 550.2.9.2.

M232 ASTM A513.

AND WASHERS SHALL BE GALVANIZED AFTER FABRICATION AND CONFORM TO AASHTO

ANCHOR RODS SHALL BE FABRICATED IN ACCORDANCE WITH SECTION 550.2.5. NUTS1.

11 POST SPACES @ 7'-2" = 78'-10"

11 POST SPACES @ 7'-2" = 78'-10"

1'-7" 1'-7"

1'-7"1'-7"

4 SPACES AT 20'-6" = 82'-0" (PRECAST CONCRETE MOMENT SLAB)

4 SPACES AT 20'-6" = 82'-0" (PRECAST CONCRETE MOMENT SLAB)

EM

BE

DM

EN

T

1'-3"

1'-1"

1'-0"

(T

YP)

8•

"

(TYP)

3"

6"

4'-6"

4'-6"

(TYP)

3"

3"

1'-0"

1'-0"

1'-0"

1'-0"

3"

1'-5"

1'-6"

4'-6"

1'-0"

3"

3"

3'-2"

3"

1'-0"

1'-

0"

1'-0"

1'-0"

3"

(TYP)

1•"

3"

3"

TO REMAIN

4" GAS MAIN

EXISTING

TO REMAIN

4" GAS MAIN

EXISTING

TO REMAIN

9" WATER MAIN

EXISTING

TO REMAIN

9" WATER MAIN

EXISTING

6…"

10"

1Ž" 1Ž"

2"

5"

5"

2"

1'-2"

5"

5"

1•

"

1'-1"

6…" 1•"1•"

3†"

9…"

10"

7†"6…"10"

COPING

2"

5"

AS NOTED

STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN

BRIDGE NO.TOWN

LOCATION

STATE PROJECT

BRIDGE SHEET

OF

FILE NUMBER

TOTAL SHEETSSHEET NO.FEDERAL PROJECT NO.

DESIGNED

DRAWN

QUANTITIES CHECKED

CHECKED

CHECKED

BY DATEDATE BYREVISIONS AFTER PROPOSAL

REV. DATE

ISSUE DATESHEET SCALESUBDIRECTORY

NETC/JSZ 3/02 NHDOT

JSZPJP

27690T3_BR-RAIL

.DGN LOCATOR 11/15/05

English/BR-RAIL

10/05 10/05

SPLICE BAR DIMENSION TABLE

** = END SPLICE BAR

T = TOTAL MOVEMENT OF BRIDGE

3‚" • T \ 5‚"

INTERIOR

** \ 3‚"

**

2•"

2•"

3•"

4"

4"

5"

4"

4"

5"

2"

2"

2•"

ƒ"

2"

3"

1'-8"

1'-8"

2'-1"

T A B C D X L

USED, ROD DIAMETER SHALL NOT BE LESS THAN ROOT DIAMETER OF THREADS.

DIAMETER SHALL NOT BE LESS THAN NOMINAL DIAMETER. IF ROLLED THREADS ARE

(10) THREADS FOR ANCHOR RODS MAY BE ROLLED OR CUT. IF CUT THREADS ARE USED, BOLT

REQUIRED FOR SPLICE TUBES.

TEST SAMPLES SHALL BE TAKEN AFTER FORMING THE TUBES. CHARPY V-NOTCH IS NOT

V-NOTCH REQUIREMENTS OF 15 FT. LBS. AT 0°F. FOR ASTM A500, GRADE B, THE

STRUCTURAL STEEL TUBING. RAIL TUBING SHALL MEET THE LONGITUDINAL CHARPY

(12) STRUCTURAL TUBING SHALL CONFORM TO THE REQUIREMENTS OF ASTM A500, GRADE B,

GR 50, EXCEPT ANCHOR PLATES MAY BE ASTM A36.

(13) RAIL POSTS AND BASE PLATES SHALL CONFORM TO THE REQUIREMENTS OF ASTM A572

AND GALVANIZING.

STUDS, STRUCTURAL TUBING, SPLICE BARS, PIPE SPACERS, ALL APPURTENANCES,

PLATES, ANCHOR RODS, PREFORMED PADS, RAIL ASSEMBLY BOLTS, NUTS, WASHERS,

(1) ITEM 563.23, BRIDGE RAIL T3, SHALL INCLUDE POSTS, BASE PLATES, ANCHOR

EXCEPT ON GRADES OVER 5% WHERE POSTS SHALL BE SET VERTICAL.

(2) BRIDGE RAIL POSTS SHALL BE SET NORMAL (90 DEGREES) TO THE PROFILE GRADE,

SMOOTH. ALL CUT EDGES OF ALL MATERIAL SHALL BE GROUND SMOOTH.

(3) ENDS OF RAIL TUBE SECTIONS SHALL BE SAWED OR MILLED AND SHALL BE TRUE AND

(4) EACH PIECE OF RAIL TUBING SHALL BE ATTACHED TO A MINIMUM OF THREE (3) POSTS.

SLOTTED HOLES IF MECHANICALLY GUIDED.

(5) BOLT HOLES SHALL BE DRILLED OR PUNCHED. FLAME CUTTING MAY BE USED TO FINISH

SHALL BE TIGHTENED TO A SNUG FIT AND GIVEN AN ADDITIONAL „ TURN.

(9) NUTS FOR 1" Â THREADED ANCHOR RODS CONNECTING THE BASE PLATE TO THE CONCRETE

(17) PREFORMED BEARING PADS (1/8" THICK) SHALL CONFORM TO AASHTO M251.

RAIL NOTES

MATERIAL NOTES

OFF GALVANIZING, WELDING ON STUDS, THEN TOUCH UP GALVANING PER NOTE #8 ABOVE.

(16) DETAIL A STUDS SHALL BE WELDED ON AFTER TUBES ARE GALVANIZED BY SPOT GRINDING

DETAILS AND SPACING.

STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION (DL-1) FOR ADDITIONAL

INCLUDING GALVANIZING TOUCH-UP, SHALL BE SUBSIDIARY TO ITEM 563.23. SEE

(18) RETROREFLECTIVE DELINEATORS, BOLTS, NUTS, WASHERS AND FIELD DRILLING OF POSTS,

ANCHOR RODS SHALL CONFORM TO ASTM A449.

WASHERS AND SHALL MEET THE DIMENSIONAL REQUIREMENTS OF A.N.S.I. B18.22.

ASSEMBLY. WASHERS SHALL BE HARDENED STEEL COMMERCIAL TYPE A PLAIN WIDE

OR BETTER, EXCEPT THAT ASTM A307 NUTS MAY BE USED ON THE BOTTOM OF ANCHOR

BOLTS AND NUTS SHALL CONFORM TO ASTM A307 AND ASTM 563 GRADE A RESPECTIVELY

PER AWS D1.5, 7.7.1. DETAIL B BOLTS SHALL BE ASTM A325 OR A449. ALL OTHER

CONFORM TO ASTM A276 TYPE 304, STAINLESS STEEL, AND SHALL BE TORQUE TESTED

(14) THREADED STUDS AND MATCHING NUTS FOR RAIL-TO-POST ATTACHMENT (DETAIL A) SHALL

PROPERLY STORED. IF PAINTING IS REQUIRED SEE SPECIAL PROVISIONS FOR 708.

SURFACES SHALL HAVE A UNIFORM APPEARANCE AND GALVANIZED MATERIAL SHALL BE

GALVANIZING KETTLE SHALL HAVE 0.05 TO 0.09 PERCENT NICKEL. GALVANIZED

IN COMPLIANCE WITH AASHTO M232 (ASTM A153) AND AASHTO M111 (ASTM A123). THE

(15) ALL STEEL COMPONENTS (EXCEPT STAINLESS) SHALL BE GALVANIZED AFTER FABRICATION

OF THE SPLICE TO ALLOW MOVEMENT ON EACH SIDE.

THE SAME TREATMENT. AT END SPLICES PIPE SPACERS SHALL BE USED ON BOTH SIDES

SPLICE TO ALLOW MOVEMENT ON THAT SIDE. ALL RAILS IN A SPLICE SHALL RECEIVE

(6) AT INTERIOR SPLICES, PIPE SPACERS SHALL BE USED ON ONLY ONE SIDE OF THE

T3 STEEL BRIDGE RAIL

HMHS-B50, MARCH 11, 1999.

TRANSPORTATION CONSORTIUM AND ACCEPTED AS NCHRP 350 TL-4 PER FHWA LETTER

WAS SUCCESSFULLY CRASH TESTED FOR AASHTO PL2 IN 1994 BY THE NEW ENGLAND

(11) THIS BRIDGE RAIL SYSTEM IS IN COMPLIANCE WITH T2 STEEL BRIDGE RAIL WHICH

11/1/16

FORMED TO THE REQUIRED CURVATURE (SEE SECTION 563.3.2.1).

RAIL ELEMENTS USED ON CURVES SHALL USE …" WALL TUBES AND SHALL BE SHOP

(7) MILL OR SHOP TRANSVERSE WELDS SHALL NOT BE PERMITTED ON ANY RAIL ELEMENT.

ACCORDING TO SECTION 550.2.9.1 AND ASTM A780.

A MINIMUM 92% ZINC BY WEIGHT, TO A THICKNESS EQUAL TO THE ORIGINAL COATING,

PAINTED WITH TWO COATS OF ORGANIC ZINC-RICH GALVANIZING REPAIR PAINT, HAVING

DAMAGED AREAS OF GALVANIZING SHALL BE THOROUGHLY CLEANED, PRETREATED, AND

EXCEPT AS ALLOWED IN DETAILS A AND B, AND FOR INSTALLATION OF DELINEATORS.

(8) NO PUNCHING, DRILLING, CUTTING OR WELDING SHALL BE PERMITTED AFTER GALVANIZING,

27690

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3427

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0818 08/18

VARIES

"L" (END SPLICE BAR)

(TYP)

RAIL POST

(TYP)

"X" @ 45°F AT EXPANSION SPLICE

(TYP)

IN LOW END OF ALL RAILS

PROVIDE •" Â DRAIN HOLES

REVEAL

7" CURB

SCALE: •" = 1'-0"

RAIL ELEVATION

1'-8" (SPLICE BAR)

À SPLICE(± 3")

1'-6"

ƒ" @ 45°F AT INTERIOR RAIL SPLICES

(± 3")

1'-6"

(± 3")

1'-6"

(TYP)

BRIDGE APPROACH RAIL T3PAY LENGTH OF BRIDGE RAIL T3, ITEM 563.23

SEE MOMENT SLAB DETAILS, BRIDGE SHEET 10, FOR SPACING

SCALE: 1•" = 1'-0"

POST BASE PLATE

SCALE: 1•" = 1'-0"

ANCHOR PLATE

RAIL

FACE OF

W6 x 25W6 x 25

‹

‹Š

BASE PLATE

1" x 10" x 1'-2"

(TYP)

À 1ˆ" Â HOLES

…" PLATE

HOLE

6‚" Â

(TYP)

1‚" Â HOLES

1…"

9‡

"1

0"

4"

1•

"

3 #5 BARS *

* REINFORCING CAPACITY SHALL MEET

OR EXCEED THAT SHOWN

6„"

10"

2"

2"

4"

8"

4"

6…"4"

2"

2"

2"

4"

2"

3'-1"

1'-6"

1" POST BASE PLATE

FACE OF RAIL

7"

REVEAL

•"

1" Â ANCHOR RODS

#5 BARS *

„" BEARING PAD

CENTERED ABOUT À RAIL POST *

„"

1„

"

7 #5 HOOP BARS @ 6"± = 3'-0" ±

9"

6"

1'-0"

1'-0"

6"

2'-1

1…

"

11"

2'-0"

6"

FACE OF CURB

#5 HOOP BAR *

SCALE: 1•" = 1'-0"

POST ASSEMBLYBACK ELEVATION VIEWSECTION VIEW

HSS 4 x 4 x ‚

(SEE NOTE #7)

HSS 8 x 4 x Š

(SEE NOTE #7)

HSS 4 x 4 x ‚

À RAIL POST

W6 x 25 RAIL POST

(CONTRACTOR'S OPTION)

SEE DETAILS A & B

(SEE NOTE #18)

RETROREFLECTIVE DELINEATOR

FAR SIDE (FRONT)

•" Â HOLE FOR †" BOLT

DELINEATOR

RETROREFLECTIVE

SLOTTED HOLES IN POST

À 1„" x 1…"

(TYP)

1ƒ"

FLANGE OPTIONAL)

(4 SLOTS IN POST

INSTALL TWO BOLTS

(1.050" O.D., 0.824" I.D.)

SCH. 40 x •" LONG (GALV.)

ƒ" Â PIPE SPACER

SCALE: 6" = 1'-0"

SPLICE BOLT DETAIL

A307 CAP SCREW

†" x 1ƒ"

(OUTER HOLES ONLY)

LOCK NUT

TACK WELD

WASHER

STANDARD

4"

SCALE: 3" = 1'-0"

RAIL SPLICE DETAILS

SPLICE BAR SECTIONSECTION C-C

TAPPED HOLE

À †" Â

BAR INSIDE OF RAIL

WHILE POSITIONING SPLICE

ACCOUNT FOR WELD FLASH

AND NOTE #6

SEE SPLICE BOLT DETAIL

3"

7"

HSS 4" x 4" x ‚"

HSS 8" x 4" x Š"

HSS 3" x 3" x Š"

HSS 7" x 3" x …"

2"

L

D C B B C

4"

"X"

DDRAIN HOLE

LOCK NUT AT

OUTER HOLES

À SPLICE BAR

SPLICE BAR

1„" X "A" SLOTTED HOLES IN RAIL TUBE

†" TAPPED HOLES IN SPLICE BAR

•" Â

C

C

SCALE: 1•" = 1'-0"

RAIL SPLICE (BOTTOM VIEW)

3"

12"

ANCHOR PLATE 6…"

TYPICAL @ ANCHOR PLATE

STANDARD STEEL HEX NUTS

CONCRETE

TOP OF

SCALE: 1•" = 1'-0"

POST ANCHOR ASSEMBLY

1" Â STANDARD WASHERS

STEEL HEX NUTS &

(TYPICAL BOTH ENDS)

2•" LONG (MINIMUM)

1" Â - 8 THREAD BY

RODS

À - 1" Â ANCHOR

2"

4"

2"

3•

"

1ƒ

"1

ƒ"

2"

4"

2"

1ƒ

"1

ƒ"

B

À POST À POST

(ASTM A325) (SEE DETAIL)

ƒ" Â ROUND HEAD BOLTS & NUTS

À RAILÀ RAIL

SCALE: 3" = 1'-0"

SECTION B-B

SCALE: 3" = 1'-0"

SECTION A-A

SCALE: 3" = 1'-0"

DETAIL A

SCALE: 3" = 1'-0"

DETAIL BPLAIN WASHER

TYPE A WIDE

’" THICK)

(NOMINAL Ž" I.D., 2" O.D.,

TYPE A WIDE PLAIN WASHER

(SEE NOTES #14 & #16)

AND STAINLESS STEEL NUT & WASHER

THREADED STUDS WELDED TO RAIL (TYP)

ƒ" Â x 1ƒ" A304 STAINLESS STEEL

NOTE #8 PRIOR TO ERECTION)

AND SHALL BE ZINC COATED PER

(HOLES MAY BE FIELD DRILLED,

À ‡" Â HOLE IN RAIL (TYP)

À RAILÀ RAIL

BAA

ƒ"

.250"

.921"

SCALE: 6" = 1'-0"

STUD WELD DETAIL6"

ƒ" DIA.

1•

"

1/8" SLOT

„" MAX.

…"

„"

WRENCH HEAD

SLOT OR

SCALE: 6" = 1'-0"

A325 ROUND HEAD BOLT DETAIL

DELINEATOR MOUNTING

NUT & WASHER

†" BOLT,

POST FLANGE

(FIELD DRILLED)

•" Â HOLE

NOT TO SCALE

3'-8"

2'-5„"

(TYP)

1„"

1'-1‡" 2„"

1'-

8"

3"

2…

"

2'-3"

3‚"1'-0ƒ"8"

4"4"

1'-8"

6‰

"7

†"

6‰

"

3‚"

1'-0‚

"

1'-

10"

2'-6"


BRIDGE NO.TOWN

LOCATION

STATE PROJECT

BRIDGE SHEET

OF

FILE NUMBER


DESIGNED

DRAWN

QUANTITIES CHECKED

CHECKED

CHECKED


REV. DATE

ISSUE DATESHEET SCALESUBDIRECTORY

27690T3SP_APPRAIL

.DGN LOCATOR

JSZ

NHDOT

PJP

NETC/JSZ 3/02

AS NOTED

10/05 10/05

11/15/05

English/BR-RAIL

T3 STEEL BRIDGE APPROACH RAIL (STEEL POSTS)

NOTES:

WELD (B-U2).

USE COMPLETE JOINT PENETRATION BUTT

(4) WELD BARS ADJUSTED FOR SLOPE & BEND.

NHDOT SPECIFICATIONS.

SHALL CONFORM TO SECTION 606 OF

(6) ALL COMPONENTS, EXCEPT TUBULAR RAIL,

TL-3 PER FHWA LETTER HSSD/B-146.

CONSORTIUM AND ACCEPTED AS NCHRP 350

2005 BY THE NEW ENGLAND TRANSPORTATION

WAS SUCCESSFULLY CRASH TESTED IN APRIL

(5) THIS BRIDGE RAIL TRANSITION SYSTEM

INFORMATION.

RAIL SHEET FOR NOTES AND ADDITIONAL

UNLESS OTHERWISE NOTED. SEE BRIDGE

THE SAME AS THOSE OF THE BRIDGE RAIL,

DIMENSIONS, SIZES, AND NOTES SHALL BE

(1) ALL BRIDGE APPROACH RAIL MATERIALS,

BETTER (GALVANIZED).

NUTS SHALL BE ASTM A563 GRADE A OR

(3) CARRIAGE BOLTS SHALL BE ASTM A307, AND

POSTS.

SHALL BE THE SAME AS W-BEAM GUARDRAIL

AS THE BRIDGE RAIL POSTS. W6 x 8.5 POSTS

(2) W6 x 25 POSTS SHALL BE THE SAME MATERIAL

3/20/18

27690192 / 106PORTSMOUTH


SIW

12

JAL

18

3428

135-1-1

X-A003(589)

08/18 08/18

1'-6" ± 3" 1'-6" ± 3"

3'-0"

1'-8" OR LPOST DETAIL

SEE RAIL

RAIL ATTACHMENT METHOD (TYP)

SEE BRIDGE RAIL SHEET FOR

3 SPACES @ 2'-2" = 6'-6" DOUBLE NESTED 12 GAGE THRIE BEAM (12'-6")

IN DIRECTION OF TRAFFIC

LAP SECTIONS

(W-BEAM TO THRIE BEAM) (10 GAGE)

6'-3" TRANSITION SECTION

6'-3"

(6'-3" POST SPACING TYPICAL)

W-BEAM GUARDRAIL (12 GAGE) (ROADWAY ITEM)

SLOPE

8'-5‚"

DETAIL A

6 SPACES @ 1'-6ƒ" = 9'-4•" 3'-1•"

3'-1•" 3'-1•" TERMINAL CONNECTOR

THRIE BEAM

LENGTH (TYP)

8'-8" POST

PLATE

CONNECTION

SCALE: ƒ" = 1'-0"

ELEVATION - APPROACH RAIL

BOTTOM RAIL 1‚"

MIDDLE RAIL 4Ž"

TOP RAIL 9•"

(ONE PIECE)

ALL RAILS

2'-11"

•" (TYP)

A

A

2'-10"

2'-10"

6"

FACE OF RAIL

(GALVANIZED)

CONNECTION PLATECURB LINE

PLAN VIEW - APPROACH RAIL

UNLESS DIRECTED OTHERWISE

25'-0" TO RESTORE RAIL-TO-RAIL WIDTH

FLARE BACK W-BEAM GUARDRAIL AT 80:1 FOR

W-BEAM GUARDRAIL (12 GAGE) (ROADWAY ITEM)

32'-6" OF STRAIGHT GRANITE CURB (ROADWAY ITEM)

SCALE: ƒ" = 1'-0"

7" REVEAL7" REVEAL

1" (TYP)

FLARED @ 10:1

4" REVEAL

SECTION

FLARED

(TYP)

END CAPS (GALVANIZED)

W6 x 8.5 POST (TYP)

LEVEL

1" (TYP)

8" DEEP (NOMINAL) x 1'-10" LONG

SYNTHETIC OFFSET BLOCK (TYP)8" DEEP (NOMINAL) x 1'-6" LONG

SYNTHETIC OFFSET BLOCK FOR TRANSITION SECTION

PAY LIMITS ITEM 565.232, BRIDGE APPROACH RAIL T3 (STEEL POSTS), (APPROXIMATE LENGTH = 29'-2")BRIDGE RAIL T3

2'-7"

(SEE NOTE #4)

(PAID UNDER APPROACH RAIL UNIT)

SPLICE BARS (TYP)

(TYP)

FOR W-BEAM GUARDRAIL

SYNTHETIC OFFSET BLOCK

(DO NOT BEND)

(DO NOT BEND)

SCALE: 1•" = 1'-0"

SECTION B-B (CONNECTION PLATE)

TOP RAIL

PLATE

…" CONNECTION

Š"

À

2•"

BOLT (TYP)

ƒ" CARRIAGE

1Š"

1„"

1…"

3Ž"

2Ž"

2‹"

2…"

1†"

ƒ"

CONNECTOR

THRIE-BEAM TERMINAL

10 GAUGE PLATE OF

CONNECTORTERMINAL

OUTLINE OF

BOTTOM RAIL

1'-

8„

"

TOP RAIL

2'-5„"

8"3"

1'-1ƒ"

4" 4"

CARRIAGE BOLTS (GALVANIZED)

ƒ" Â A307 B.H.

SCALE: 1•" = 1'-0"

DETAIL A

B

B

4‚"

TERMINAL CONNECTOR

OUTLINE OF

À W6 x 25

RAIL

BOTTOM

OVERLAPPING OF DOUBLE NESTED THRIE-BEAM NOT SHOWN FOR CLARITY

CONNECTION PLATE

AT BOLT LINE

RAIL SLOPE SET

FACE OF W6 x 8.5 POST (TYP)

À ƒ" Â HOLES AT FRONT

CONNECTION PLATE

END OF

& SYNTHETIC OFFSET BLOCK

À W6 x 8.5 (POST)

3Ž

"3

Ž"

3Ž

"3

Ž"

7†

"7"

3"

3"

(TYP)

1" Â HOLES (TYP)

ƒ" Â HOLES

SCALE: 1•" = 1'-0"

CONNECTION PLATE

1" x 1"

CLIP

(GALVANIZED)

CONNECTION PLATE

…" STEEL (GR 36)

10 GAUGE

2'-6"

3" 3…

"

1'-8"

10"

10"

2" 8"

4‚"4‚"3"

6‰

"7†

"6

‰"

2…

"7†

"7

†"

(T

YP)

4"

SLOTTED HOLES

À ƒ" X 2•"1'-0ƒ"

(T

YP)

3Ž

"

SLOTTED HOLES

1" x 2" DIAGONAL

SCALE: 1" = 1'-0"

THRIE-BEAM TERMINAL CONNECTOR

C

CBOLTS (TYP)

ƒ" Â BUTTON HEAD

9 - 1" Â HOLES FOR

3…"

1'-8"

SCALE: 1" = 1'-0"

VIEW C-C

2" MIN.

2" MIN.

3'-1•"3'-1•"

SCALE: 1" = 1'-0"

6'-3"

4‚"4‚"2"

1'-8"

3‚"

7'-3•" (10 GAGE)

HE

AD

BO

LT

S

FO

R †

"

Â

BU

TT

ON

ƒ" x 2•

"

SL

OT

S

ž" x 1„

"

SL

OT

S

2"4‚"4‚"

ƒ" x 2•

"

SL

OT

S

ž" x 1„

"

SL

OT

S

THRIE-BEAM TO W-BEAM TRANSITION SECTION

TAB (TYP)

* 1" x 1" x „"

ˆ"

SCALE: 1•" = 1'-0"

END CAP DETAILS

•" RADIUS (TYP)

ROUND CORNERS

‰" PLATE

4"

** 3•" HSS4

** 3…" HSS8

4"

HS

S4

8"

HS

S8

** 3•" HSS4

** 7…" HSS8

RAIL SHEET

** SEE RAIL NOTES ON BRIDGE

RAIL TUBE

CAN BE JAMMED INTO END OF

IN TAPERED POSITION SO CAP

* WELD TABS TO END CAP PLATE

SCALE: ƒ" = 1'-0"

SECTION A-A (POST RAIL ASSEMBLY)

VARIES

7'-

0"

2‚"

2'-

10"

7†

"

WASHER (TYP)

HEX NUT WITH ROUND

2

1

(IF REQUIRED)

APPROACH CURB

SPLICE BOLT (TYP)

†" Â A307 B.H.

1"

WITH PLATE WASHER (TYP)

†" Â A307 B.H. POST BOLT

WITH TOP OF CURB

SOIL SHALL BE LEVEL

OFFSET BLOCK

SYNTHETIC

BOLT (TYP)

†" x 1•" Â HEX HEAD

W6 x 8.5

6…" 6„"

(TYP)

1ƒ"

8'-8" (

TY

P)

VA

RI

ES

VA

RI

ES

4"

1•"

SCALE: 1•" = 1'-0"

SIDE VIEW

RAIL POST (W6 x 25)

FRONT VIEW

À RAIL POST

FLANGE OPTIONAL)

(4 SLOTS IN POST

INSTALL TWO BOLTS

HOLESSLOTTED

À 1„" x 1…"

B

AA

B

A

20'-0"

(TYP)

3'-3"

2'-8"

(TYP)

2'-0"

(TYP)

2'-0"

(TYP)

2'-0"

6"

(T

YP)

7"

(T

YP)

2"

(T

YP)

6"

(TYP)

3 #4B1 (SPACE @ 5ƒ")

(TYP)

#4B1

(TYP)

4'-2"

(TYP)

1'-3"

(TYP)

4'-3"

CL

EA

R

6"

5'-0"3 #4B1 (2 SP. @ 5'-0")5'-0"

(TYP)

4"

9"6"9"

2'-0"

6"

1'-1"

1'-0"

7"

1'-7"

10"

3"

1'-1•

"

(TYP)

7"

(TYP)

2"

2'-8"

2'-0"

CL

EA

R

3"

CL

EA

R

3"

CL

EA

R

6"

4•

"4•

"

4•

"4•

"

1'-7"

1'-3"

2"

1"

1'-7"

1'-3"

1'-6"

1'-7"

1"

1"

1'-3"

1'-7"

1"

1"

1'-6"

1'-7"

2"

4•

"2"

5‚

"2"

2"

2•

"

1'-8‚

"

1"

6"

6"

1'-

8"

8"

3‚"

2"


BRIDGE NO.TOWN

LOCATION

STATE PROJECT

BRIDGE SHEET

OF

FILE NUMBER


DESIGNED

DRAWN

QUANTITIES CHECKED

CHECKED

CHECKED


REV. DATE

ISSUE DATESHEET SCALE

AS NOTED

SUBDIRECTORY

English/BARRIER 27690PCB-BRACED

.DGN LOCATOR

PORTABLE CONCRETE BARRIER - BRACED (1 OF 2)

ABH

ABHPJP

NHDOT 7/12

8/12 8/12

8/12

GENERAL NOTES

MATERIAL NOTES

1•" MINIMUM CLEAR COVER, UNLESS OTHERWISE NOTED.

(2) ALL REINFORCING STEEL SHALL BE AASHTO M31 (ASTM A615) GRADE 60. ALL REINFORCEMENT SHALL HAVE

NOTED.

BE SHOWN ON BARRIER. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED ƒ", UNLESS OTHERWISE

AND SHALL HAVE A SMOOTH UNIFORM SURFACE FREE OF DEFECTS AND IRREGULARTIES. CASTING DATE SHALL

(1) BARRIERS SHALL BE LIGHT COLORED CLASS AA CONCRETE, WITH MINIMUM COMPRESSIVE STRENGTH OF 4000 psi,

ONE BRACED BARRIER IS REQUIRED TO BE FULLY SET BEYOND EACH END OF BRIDGE WORK AREA.

OF THE BRIDGE WORK AREA, FOR SPEEDS GREATER THAN 45 MPH. FOR SPEEDS \ 45 MPH, A MINIMUM OF

(3) A MINIMUM OF TWO BARRIER UNITS, WITH BRACED JOINTS ARE REQUIRED TO BE PLACED BEYOND BOTH ENDS

LOCATIONCBATYPESIZEMARK # PIECESLENGTH

1"

REINFORCING SCHEDULE (PER 20' BARRIER UNIT)

5"I9#4B1

B2

B3

B4

B5

#6

#6

#6

#6 26"

2

2

2

4'-10"

19'-1"

19'-9"

1'-2"

LONGITUDINAL (BOTTOM)

STIRRUPS

LONGITUDINAL (TOP)

TRANSVERSE (BOTTOM)

TRANSVERSE (TOP)

2'-4"

NOT TO SCALE

THIS SHEET.

(7) DELINEATORS SHALL BE ATTACHED TO BARRIER USING AN APPROVED ADHESIVE MATERIAL OR AS SHOWN ON

NOT TO SCALE

TYPE "I" REBAR

(RADIUS)

CÀ

TYPE "II" REBAR

5"II9#4B6 2'-9" STIRRUPS1'-3"

8/15/12

5/15/18

FABRICATED IN ACCORDANCE WITH SECTION 550.

(3) STRUCTURAL STEEL, EXCEPT THE STEEL TUBES, SHALL BE ASTM A36 OR A572. ALL STEEL SHALL BE

LINE MARKINGS.

DELINEATORS SUPPLEMENT, BUT DO NOT REPLACE, THE NEED FOR RETROREFLECTIVE SOLID EDGE

COLOR OF DELINEATORS SHALL, IN ALL INSTANCES, CONFORM TO THE COLOR OF EDGE LINE MARKINGS.

TO ITEM 606.41741 (SEE STANDARD NO. DL-1 OF NHDOT STANDARD PLANS FOR ROAD CONSTRUCTION). THE

INTERVALS ALONG TOP AND/OR ONE FOOT DOWN THE SIDE OF PORTABLE CONCRETE BARRIER, SUBSIDIARY

(6) THE CONTRACTOR SHALL FURNISH AND INSTALL APPROVED RETROREFLECTIVE DELINEATORS AT 25-FOOT

BRIDGE WORK THE LAST BARRIER UNIT DOES NOT REQUIRE ANCHORAGE.

IF THE END(S) OF THE BRACED CONCRETE BARRIER SYSTEM EXTENDS 50' OR MORE BEYOND LIMITS OF

INSTALLED WITH 5 ANCHORS ON THE TRAFFIC SIDE OF BARRIER AND 4 ON THE CONSTRUCTION SIDE.

MINIMUM 18" BELOW THE ROADWAY SURFACE. REQUIRED 1" Â ANCHOR RODS (A36 STEEL) SHALL BE

(4) THE LAST CONCRETE BARRIER UNIT, AT EACH END OF BRACED BARRIER LAYOUT, SHALL BE ANCHORED A

SYSTEMS SHALL BE 20' LONG.

SHALL BE FABRICATED IN ACCORDANCE WITH SPECIAL PROVISIONS. ALL BARRIER UNITS FOR BRACED

PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL (BRIDGE). CONCRETE BARRIER AND ALL ATTACHMENTS

(1) PORTABLE CONCRETE BARRIER SHALL BE FURNISHED BY THE CONTRACTOR AND PAID FOR AS ITEM 606.41741

BRIDGE DECK.

DEFLECTION WHICH WILL ALLOW BRACED BARRIER TO BE PLACED A MINIMUM 12" FROM THE EDGE OF

LETTER B-239 (11/1/2012). THE BARRIER SYSTEM HAS BEEN CRASH TESTED WITH A 27.6" DYNAMIC

ROADSIDE SAFETY; NY BOX BEAM STIFFENING OF UNANCHORED TCB, MARCH 2008, AND ACCEPTED PER FHWA

PER UPDATED NCHRP REPORT 350 FOR TEST NO. 3-11 (MASH TEST LEVEL 3), CRASH TESTED BY MIDWEST

(2) PORTABLE CONCRETE BARRIER DETAILS, AS SHOWN IN THESE PLANS, ARE IN COMPLIANCE WITH REQUIREMENTS

WITH SECTION 550.

(5) ALL STEEL FOR CONNECTION KEY AND TRANSITION KEY ASSEMBLIES SHALL BE GALVANIZED IN ACCORDANCE

BE GALVANIZED IN ACCORDANCE WITH SECTION 550.

(4) STEEL TUBES, 6" x 6" x ‰" & 4" x 4" x •", SHALL BE ASTM A 500 GRADE B OR C. ALL TUBES SHALL

APPROXIMATELY 400 LBS./FT.

SHALL BE INSTALLED TO EACH BARRIER UNIT. TWENTY FOOT LONG CONCRETE BARRIER UNITS ARE

(6) A MINIMUM OF 2 LIFTING DEVICES, EACH WITH THE CAPACITY TO LIFT A MASS OF 6 TONS (MINIMUM),

STRUCTURAL TUBING TO BARRIER.

RADIAL LAYOUT, SHALL BE SHIMMED WITH 8" x 8" x •" PLATES & FENDER WASHERS TO FIRMLY ATTACH

230' MINIMUM RADIUS. GAPS CREATED BETWEEN STRUCTURAL TUBES AND CONCRETE BARRIER, DURING A

(5) PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL (BRIDGE), ITEM 606.41741, MAY BE INSTALLED WITH A

PORTSMOUTH 192 / 106 27690


13 18

29 34

SIW JAL135-1-1

X-A003(589)

08/18 08/18

SCALE: 1' = 1'-0"

ELEVATION

SCALE: 1' = 1'-0"

PLAN

(TYP)

1‚" Â ANCHOR HOLE

SCALE: 1" = 1'-0"

TYPICAL SECTION

#4B1

2 #6B2

2 #6B3

(TYP)

#6B5

#6B3

#6B2

#6B4

#6B5

#6B2#6B3

(OPTIONAL PROVISION FOR LIFTING DEVICE)

1•" Â I.D. PVC SLEEVE THROUGH BARRIER (TYP)

(OPTIONAL PROVISION FOR LIFTING DEVICE)

#6 REINFORCING BAR, SKEWED (TYP)

DRAINAGE SLOT (TYP)

À 12" X 2"

3" (TYP)

(1•" I.D. PVC SLEEVE OR #6 REBAR SKEWED) (TYP)

À OPTIONAL LIFTING DEVICES

(SEE GENERAL NOTE #4)

1‚" Â ANCHOR HOLE (TYP)

(TYP)

#6B4

TRAFFIC SIDE

CONSTRUCTION SIDE

(TYPICAL @ ANCHOR HOLES)

#4B6

(TYP)

STRUCTURAL TUBING CONNECTIONS

‡" Â PVC SLEEVE FOR

#6B5 (TRANSVERSE TOP) (TYP)

#6B4 (TRANSVERSE BOTTOM) (TYP)

(SEE STRUCTURAL TUBING DETAILS)

À ‡ I.D. PVC SLEEVES (TYP)

(ALTERNATE AS SHOWN)

#4B6 (TYP)

(SEE JOINT ASSEMBLY)

4" x 4" x •" STEEL TUBE (TYP)

(TYP)

JOINT ASSEMBLY (SHOWN DASHED)

#4B1#4B1#4B1

ANCHOR RODS)

(À 1‚" Â HOLE FOR

5ƒ" (TYP)

SCALE: 1" = 1'-0"

TYPICAL SECTION

(TYP)

R = 10"

R = 1" (TYP)

STIRRUPS @ ANCHOR HOLES)

#4B6 (ALTERNATE

LIFTING DEVICE)

(OPTIONAL PROVISION FOR

#6 REINFORCING BAR (SKEWED)

LIFTING DEVICE)

(OPTIONAL PROVISION FOR

À - 1•" I.D. PVC SLEEVE

TUBING SECTIONS)

(SEE BARRIER & STRUCTURAL

‡" I.D. PVC SLEEVE

(TYP)

6"

(TYP)‚

2" x ‚" PLATE

(TYP)‚

2" x ‚" PLATE

(TYP)‚

(TYP)‚

2" x ‚" PLATE

2" x ‚" PLATE

(TYP)‚

JOINT CONNECTION DETAILS

(LOWER CONNECTIONS - ALTERNATE)

SECTION B-B

(UPPER CONNECTION)

SECTION A-A

(LOWER CONNECTION)

SECTION B-B

(UPPER CONNECTION)

ELEVATION

(UPPER CONNECTION - ALTERNATE)

ELEVATION

SCALE: 1•" = 1'-0" (EXCEPT AS NOTED)

NOT TO SCALE

STEEL TUBE (TYP)

4" x 4" x •"KEY

CONNECTION

CONNECTION JOINT DETAIL

SCALE: 1•" = 1'-0"

JOINT ASSEMBLY

(TYP)‚

UPPER JOINT CONNECTION

STEEL TUBE

4" x 4" x •"

CONNECTIONS

LOWER JOINT

(TYP)‚

BB

AA

END VIEW

(TYP)Š

(TYP)Š 1"

R = ƒ" (TYP)

2

19

DD

C

C

Š

(TYP)

1•" x 1" STIFFENER

•" COVER PLATE

SECTION C-C

CONNECTION KEY ASSEMBLY DETAILS

SCALE: 1•" = 1'-0"

STIFFENER

1•" x 1"

TOP OF BARRIER)

(INSTALL FLUSH WITH

•" COVER PLATE

(SEE GENERAL NOTE #6)

MEDIAN BARRIER DELINEATOR

RETROREFLECTIVE CONCRETE

(SEE TYPICAL SECTION)

CONNECTION KEY

Š

(TYP)

3 - •" PLATES

SCALE: 3" = 1'-0"

(CONNECTION KEY)

SECTION D-D

6'-0"6'-0"

6"4'-3"1'-3"1'-3"4'-3"6"

12'-0" LONG STRUCTURAL TUBE (SPLICES NOT PERMITTED)

2'-

8"

9…

"

‚ "

MINIMUM

‚ "‚ "

MINIMUM

‚ "

9…

"

10"

10"

2"

1‚"

6"

4"

1'-2"

5„

"4"

1'-2"

3„

"

2‚

"

(T

YP)

2'-2‚

"

(TYP)

4†"

8"

1'-2"

4"

7„

"1'-2"

4„

"

‚"

1"


BRIDGE NO.TOWN

LOCATION

STATE PROJECT

BRIDGE SHEET

OF

FILE NUMBER


DESIGNED

DRAWN

QUANTITIES CHECKED

CHECKED

CHECKED


REV. DATE

ISSUE DATESHEET SCALE

AS NOTED

SUBDIRECTORY

English/BARRIER 27690PCB-BRACED

.DGN LOCATOR

PORTABLE CONCRETE BARRIER - BRACED (2 OF 2)

ABH

ABHPJP

NHDOT 7/12

8/12 8/12

8/12

8/15/12

5/15/18

PORTSMOUTH 192 / 106 27690


14 18

30 34

SIW JAL135-1-1

X-A003(589)

08/18 08/18

NOT TO SCALE

PLAN - BARRIER LAYOUT

BRIDGE WORK AREA

FOR ROAD CONSTRUCTION)

(REFER TO NHDOT STANDARD PLANS

SHALL BE EXTENDED AS REQUIRED


(TYP)

STRUCTURAL TUBE & CONNECTIONS

SPEEDS GREATER THAN 45 MPH (TYP)

REQUIRED BEYOND BRIDGE WORK AREA FOR

MINIMUM 2 BRACED CONCRETE BARRIER UNITS

SPEEDS \ 45 MPH (TYP)

REQUIRED BEYOND BRIDGE WORK AREA FOR

MINIMUM 1 BRACED CONCRETE BARRIER UNIT(SEE ANCHORAGE DETAIL)

BRACED SYSTEM SHALL BE ANCHORED (TYP)

BARRIER UNIT AT END OFREQUIRED WITHIN BRACED BARRIER LAYOUT)

PORTABLE CONCRETE BARRIER (20' LONG UNITS

JOINTS OF BRACED BARRIER LAYOUT)

CONNECTION JOINT (TYPICAL @ INTERIOR END SECTION OF BRACED BARRIER LAYOUT)

TRANSITION JOINT (TYPICAL @ EACH

SCALE: ƒ" = 1'-0"

STRUCTURAL TUBING DETAILS

(TYP)

8" x 8" x •" PLATE

(TYP)

OUTSIDE CONNECTION

(TYP)

INSIDE CONNECTION

(TYP)

1•" Â HOLE(TYP)

3" Â HOLE

SCALE: ƒ" = 1'-0"

ANCHORAGE DETAIL

ROADWAY SURFACE

(SEE GENERAL NOTES #4)

MINIMUM 2'-4" LONG (TYP)

1" Â ANCHOR ROD

(TYP)

18" MINIMUM

STRUCTURAL TUBE

6" x 6" x ‰"

SCALE: 2" = 1'-0"

BARRIER & STRUCTURAL TUBING SECTIONS

SECTION WITHOUT SHIMS SECTION WITH SHIMS

(TYP)

3" NUT

TRAFFIC SIDE CONSTRUCTION SIDE

WITH ‡" Â HOLE

8" x 8" x •" PLATE

90°

TRAFFIC SIDE CONSTRUCTION SIDE

90°

WITH ‡" Â HOLE

8" x 8" x •" PLATES

FENDER WASHERS

‡" I.D. PVC SLEEVE(SEE NOTES ABOVE)

‡" I.D. PVC SLEEVE

AFFECT THE REUSE OF CONCRETE BARRIER UNITS

THE PRESENCE OF NORMAL HOLES WHICH HAVE BEEN MODIFIED/DRILLED WILL NOT

ALIGN STRUCTURAL TUBE BRACING UNITS FOR CURVED ALIGNMENTS

PVC SLEEVE OPENINGS SHALL BE MODIFIED/DRILLED AS REQUIRED TO PROPERLY

(GRADE 5)

ƒ" Â THREADED ROD

(3" NOMINAL O.D.)

FENDER WASHER

(TYP)

3" NUT

(GRADE 5)

ƒ" Â THREADED ROD

(3" NOMINAL O.D.)

FENDER WASHER

STRUCTURAL TUBE

6" x 6" x ‰"

STRUCTURAL TUBE

6" x 6" x ‰"

SCALE: ƒ" = 1'-0"

TRAFFIC SIDEWITH WASHERS (TYP)

SHIM OUTSIDE CONNECTION

TRAFFIC SIDE WITH WASHERS (TYP)

SHIM INSIDE CONNECTION

TUBE CONNECTIONS (CURVED ALIGNMENT)

WORK AREA OUTSIDE CURVE

WORK AREA INSIDE CURVE

CONNECTION JOINT

CONNECTION JOINT

Š

(TYP)

•" PLATES

SCALE: 2" = 1'-0"

TYPICAL SECTION

(TRANSITION KEY)

(2.875" O.D., 1.771" I.D.)

DOUBLE - EXTRA STRONG PIPE

SCALE: 2" = 1'-0"

TRANSITION KEY ELEVATIONS

CONCRETE BARRIER (TYP)

#6 CONNECTION BARS FOR PORTABLE

À APPROXIMATE LOCATION

(TYP)

FOR CONCRETE BARRIER CONNECTION BARS

1ƒ" OPENING BETWEEN PIPE SECTIONS

(TYP)

•" PLATES

(TYP)

SECTIONS

PIPE

TRANSITION JOINT DETAILS

STEEL TUBE (TYP)

4" x 4" x •"

KEY

TRANSITION

(HOOKED ENDS)

#6 CONNECTION BAR

LINKING PIN

NOT TO SCALE

2…"3†"1'-1"5"

10'-0"

5"1'-1"3†"2…"

2‚

"

9•

"

8†

"

3•

"

4•

"

3†

"

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

2"

2"

19 #5T3 (BOT) SPL W/#5T1 & #5T2

#5

T4

NS

&

FS

AS

SH

OW

N

13 #5T1 , 12 SP @ 6" = 6'-0"9•"

2'-8"

1'-10"

7"

3"

11"

6"

1'-3"

2"

(TYP)

2•"

(TYP)

4ƒ"

2'-0"

9"6"9"

1…"

11„"

10•"

3ƒ

"

9…"

9…"

11„"

6‹

"5

Ž"

5Ž

"6‹

"

SUBDIRECTORY

27690X-BoltBarrier

.DGN LOCATOR

AS NOTED

GENERAL NOTES:

BARRIER WEIGHT APPROX. 2.38 TONS

GMC 1/18

MATERIAL NOTES:

CHAMFERED ƒ", UNLESS OTHERWISE NOTED.

CASTING DATE SHALL BE SHOWN ON BARRIER. ALL EXPOSED EDGES OF CONCRETE SHALL BE

4000 psi, AND SHALL HAVE A SMOOTH UNIFORM SURFACE FREE OF DEFECTS AND IRREGULARITIES.

1. BARRIERS SHALL BE LIGHT COLORED CLASS AA CONCRETE, WITH COMPRESSIVE STRENGTH OF

4. ALL STEEL FOR CONNECTIONS SHALL BE GALVANIZED IN ACCORDANCE WITH SECTION 550.

FHWA/TX-05/0-4692-1.

CRASH TESTED BY TEXAS A&M UNIVERSITY SYSTEM, MAY 2005, AND ACCEPTED PER REPORT

REQUIREMENTS PER UPDATED NCHRP REPORT 350 FOR TEST NO 3-11 (MASH TEST LEVEL 3),

2. PORTABLE CONCRETE BARRIER DETAILS, AS SHOWN ON THESE PLANS, ARE IN COMPLIANCE WITH

BARRIER TO BE PLACED A MINIMUM 12" FROM THE EDGE OF THE DECK.

3. THE BARRIER HAS BEEN CRASH TESTED WITH A 27" DYNAMIC DEFLECTION WHICH WILL ALLOW THE

SHOWN ON SHEET 2 OF 3.

THE TRANSITION UNIT AND THEN TO NHDOT PCB FLARED OUT THE REQUIRED CLEAR ZONE AS

END, PARALLEL TO THE ROADWAY CENTERLINE. THE ENDS OF THE BARRIER SHALL CONNECT TO

UNITS). THE X-BOLT BARRIER SHALL EXTEND A MINIMUM OF 50' BEYOND THE BRIDGE AT EACH

4. USAGE OF THE TEXAS X-BOLT BARRIER REQUIRES A MINIMUM OF 100 LINEAR FEET (10 - 10'

CONFIRMING THEY MEET THE TIGHTENED REQUIREMENT.

AFTER INSTALLATION, ALL X-BOLT JOINTS SHALL BE CHECKED BY THE CONTRACT ADMINISTRATOR

NUT" METHOD IN ACCORDANCE WITH SECTION 550.3.11.6.4 OF NHDOT STANDARD SPECIFICATIONS.

5. THE CONNECTION BOLTS AT THE BARRIER JOINTS SHALL BE TIGHTENED TO THE "TURN OF THE

AND A RELATIVE ANGLE OF 4 DEGREES BETWEEN THE 10' UNITS.

6. THE TEXAS X-BOLT BARRIER MAY BE INSTALLED WITH A 125' MINIMUM RADIUS OF CURVATURE

REPLACE, THE NEED FOR RETROREFLECTIVE SOLID EDGE LINE MARKINGS.

CONFORM TO THE COLOR OF THE EDGE LINE MARKINGS. DELINEATOR SUPPLEMENT, BUT DO NOT

PLANS FOR ROAD CONSTRUCTION). THE COLOR OF THE DELINEATORS SHALL, IN ALL INSTANCES,

BARRIER, SUBSIDIARY TO ITEM 606.41741 (SEE STANDARD NO. DL-1 OF NHDOT STANDARD

25-FOOT INTERVALS ALONG TOP AND/OR ONE FOOT DOWN THE SIDE OF PORTABLE CONCRETE

7. THE CONTRACTOR SHALL FURNISH AND INSTALL APPROVED RETROREFLECTIVE DELINEATORS AT

TEXAS RESTRAINED BARRIER (X-BOLT) (1 OF 3)

SHALL HAVE 1ƒ" MINIMUM CLEAR COVER, UNLESS OTHERWISE NOTED.

2. ALL REINFORCING STEEL SHALL BE AASHTO M31 (ASTM A615) GRADE 60. ALL REINFORCEMENT

ALL BARRIER UNITS SHALL BE 10' LONG.

BARRIER AND ALL ATTACHMENTS SHALL BE FABRICATED IN ACCORDANCE WITH SPECIAL PROVISIONS.

ITEM 606.41741, PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL (BRIDGE). CONCRETE

1. PORTABLE CONCRETE BARRIER SHALL BE FURNISHED BY THE CONTRACTOR AND PAID FOR AS

ASTM A36 STEEL.

TO ASTM A325. STEEL PIPES, PLATE WASHERS, AND CONNECTION PLATES SHALL BE GALVANIZED

3. CONNECTION BOLTS SHALL BE ‡" Â GALVANIZED HIGH STRENGTH THREADED RODS CONFORMING

TXDOT NHDOT

NHDOT

4/18

4/18

12/10

standard\english\barrier

5/15/18

PORTSMOUTH 192 / 106 27690


15

JALSIW



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY18

3431

135-1-1

X-A003(589)

08/18 08/18

SCALE: 1•" = 1'-0" SCALE: 1•" = 1'-0"

ELEVATION SCALE: 1•" = 1'-0"

END VIEW

AT ENDS

ƒ" CHAMFER

SECTION A-A

PIPE ASSEMBLY

UPPER CONNECTION

PIPE ASSEMBLY

LOWER CONNECTION

2/CONNECTION

8 #6T5 Ú

#5T1

#5T2

#5T3

2 #5T1

1 #5T2

2 #5T1

1 #5T2 SP AS SHOWN IN SECT A-A

8 #5T4, 4 NS, 4 FSA

A

(TYP)

R = 10"

(TYP)

R = 1"

SLOT (TYP)

2"x 24" DRAIN

& BARRIER

À (2) 1•" Â SCH 40 STEEL PIPES

SCALE: 1•" = 1'-0" SCALE: 1•" = 1'-0"

TOP VIEW CONNECTION POCKETS

LOWER CONNECTION PIPE

CONNECTION PLATE (TYP)

UPPER ASSEMBLY (TYP)

LOWER ASSEMBLY (TYP)

ADJACENT BARRIER SEGMENTS

UPPER CONNECTION PIPE

(SEE DETAILS)

OR THREADED ROD

CONNECTION BOLT

TYPE X JOINT CONNECTION DETAILS

UPPER POCKETLOWER POCKET

UPPER POCKET LOWER POCKET

(TYP)

90°-00'-00"

PRECAST BARRIER LENGTH (10'-0")

BEYOND THE CONCRETE FACE OF BARRIER

NOTE: CONNECTION HARDWARE SHALL NOT EXTEND

(TYP)

2/CONNECTION

#6T5 Ú

1'-0•"

2„"

6Œ

"

2'-3"

1'-7"

4‚"5‚"

1'-9"

10†"

1'-

9‚

"5ƒ

"

1'-4"

5"

1ƒ"

2„"

5Ž

"

3'-3"

6‚

"

3"

3"

2'-

3Ž

"1'-

5‡

"9•

"

1'-8"

6‡"3„"

1…"

3'-4"

4'-1"

5"

1'-4"9'-8"

10•"

1'-0•"

•"

•"

4"

4"

3‚

"

4•

"

2‚

"

4"

2"

4•

"

1" MIN

1•"

1•

"

2'-5"

#5

#5

#5

#5

17

2

8

19

5'-2"

4'-0"

9'-8"

2'-1"

MK QTY LENGTH

GMC 1/18

SUBDIRECTORY

27690X-BoltBarrier

.DGN LOCATOR

AS NOTED


TRAFFIC

TRAFFIC

OR

WORK AREA

TRAFFIC

TRAFFIC

BARRIER (X-BOLT)

TEXAS RESTRAINED

ROADWAY CENTERLINE

50' MIN. PARALLEL TO

(SEE NOTE 5)

10:1

EDGE OF T.W.

15°

(NTS)

ROADWAY CENTERLINE

50' MIN. PARALLEL TO

(SEE NOTE ABOVE)

ROADWAY CENTERLINE

END AS ORDERED. SEE MUTCD.

TRAFFIC OR ADEQUATELY PROTECT

THE CLEAR ZONE OF APPROACHING

TRAFFIC, FLARE PCB BEYOND

TRAFFIC ONLY. FOR TWO-WAY

DEPARTURE END FOR ONE-WAY

BLUNT END ACCEPTABLE ON

(SEE SHT 3 OF 3)

(10' TRANSITION UNIT)

TEXAS RESTRAINED BARRIER

PLAN - BARRIER LAYOUT

STANDARD SHEET)

END AS ORDERED (SEE PCB

ZONE OR ADEQUATELY PROTECT

FLARE PCB BEYOND CLEAR

(SEE NHDOT PCB STANDARD SHEET)

BEGIN FLARE

CONCRETE BARRIER

NHDOT PORTABLE



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

T1

T2

T3

T4

T5 #6 8 3'-9"

#5

#5

#5

#5

9

1

8

10

5'-2"

4'-0"

9'-8"

2'-1"

MK QTY LENGTH

T1

T2

T3

T4

T5

#4 4T6

#5 4T7

#6 4 3'-9"

#5 2T8

#6 3T9

5'-2"

4'-6"

6'-10"

1'-4"

(10' BARRIER)

TEXAS X-BOLT

REBAR SCHEDULE

(10' BARRIER)

TRANSITION

REBAR SCHEDULE

TXDOT 12/10 NHDOT 4/18

4/18NHDOT


5/15/18

PORTSMOUTH 192 / 106 27690


16

JALSIW

18

3432

135-1-1

X-A003(589)

08/18 08/18

SCALE: 1•" = 1'-0"

BENDING SCHEDULE

R = 2"

70°-00'-00"

GRADE 60 (3'-6")

#6 REINFORCING BARR = 2‚"

#5T3#5T2#5T1

R = 2"

R = 2"

R = 2"

R = 2"

#4T6

R = 1"

R = 2‚"

#6T9

#5T8 45°

#5T7

#6T5 Ú

#5T4

(BEND AROUND 2" Â PIN)

R = 1"

70°-00'-00"

SCALE: 1•" = 1'-0"

SCALE: 1•" = 1'-0"

PIPE DETAIL

LOWER CONNECTION

70°-00'-00"

STEEL PIPE

1•" Â SCH 40

STEEL PIPE

1•" Â SCH 40

PLATE DEAILS)

(SEE CONNECTION

Á 4" X 4•" x …"

PLATE DEAILS)

(SEE CONNECTION

Á 4" X 4•" x …"

PIPE DETAIL

UPPER CONNECTION

Á …" 1†" Â HOLE

STEEL PIPE

1•" Â SCH 40

WELDING DETAILS PLATE DIMENSIONS

SCALE: 2" = 1'-0"

#6T5 Ú (TYP)

CONNECTION PLATE DETAILS

‚

‚(TYP)

‚ ‚

1‚ - 1ƒ

THREADED ROD)

(OR EQUIVALENT

‡" Â A325

PLATE WASHER (TYP)

Á 3" X 3" x …"NUT (TYP)

STD ‡" HEXPLATE WASHER

Á 3" X 3" x …"

•" Â HOLE

SCALE: 1•" = 1'-0"

THREADED ROD DETAILS

CONNECTION BOLT OR

STEEL CONNECTION PLATE

TYPICAL WELD ASSEMBLY

ISOMETRIC VIEW OF

SCALE: N.T.S.

DETAILS" FOR WELDING DETAILS

NOTE: SEE "CONNECTION PLATE

CONNECTION PIPE

1•" Â SCH 40 STEEL

BAR ANCHORS

#6T5 Ú DEFORMED

5"1'-1"3†"2…"

10'-0"

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

2"

2"

7 #5T1 , 6 SP @ 6" = 3'-0"

4 #5T7 (BOT) SPL W/#4T6

3 #6

T9

1'-0"

4 #4T6 , 3 SP @ 12" = 3'-0"

1'-0"

2"

2'-

8"

#5

T4

#4T6 & #5T7#5T1 & #5T3 #5T1 & #5T3

5'-0" (TAPERED SECTION)

10 #5T3 (BOT) SPL W/#5T1 & #5T2

9•

"

8†

"

3•

"

4•

"

3†

"

#5

T4

NS

&

FS

AS

SH

OW

N

2‚

"

9•

"

8†

"

3•

"

4•

"

3†

"

2'-

8"

#5

T4

NS

&

FS

AS

SH

OW

N

2‚

"

6"

4"

1'-2"

8"

9•"

2'-

8"

1'-

10"

7"

3"

11"

6"

1'-3"

2"

(TYP)

2•"

(TYP)

4ƒ"

2"

6"

1'-

7"

10"

3"

4ƒ"

2"

(TYP)

7"

(TYP)

2"

2'-0"

6"

4"

1'-2"

8"

9"6"9"

2'-0"

9"6"9"

3"

2'-0"

4ƒ

"

2"2"

GMC 1/18

AS NOTED

SUBDIRECTORY

27690X-BoltBarrier

.DGN LOCATOR

BARRIER WEIGHT APPROX. 2.28 TONS




LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

NOTES

PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL (BRIDGE).

1. TEXAS RESTRAINED BARRIER (TRANSISTION UNIT) SHALL BE PAID FOR UNDER ITEM 606.41741,

2. SEE SHEET 1 OF 3 FOR NOTES AND SHEET 2 0F 3 FOR REBAR SCHEDULE.

TXDOT 12/10 NHDOT

NHDOT

4/18

4/18


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PORTSMOUTH 192 / 106 27690


17

JALSIW

18

3433

135-1-1

X-A003(589)

08/18 08/18

SCALE: 1•" = 1'-0"

ELEVATION

SCALE: 1•" = 1'-0"

PLAN

TRANSITION BARRIER

TRANSITION BARRIER

#5T2 & #5T3

#5T8 Ú

A

A

B

B

2/CONNECTION

4 #6T5 Ú

SP AS SHOWN IN SECT A-A

8 #5T4, 4 NS, 4 FS

AT ENDS

ƒ" CHAMFER

2 #5T1

1 #5T2

UPPER ASSEMBLY

LOWER ASSEMBLY

1 NS, 1 FS

2 #5T8 Ú

#5T8 Ú

#6T9

SEE SHEETS 1 & 2

LOWER ASSEMBLY

SEE SHEETS 1 & 2

UPPER ASSEMBLY

SEE SHEETS 1 & 2

TEXAS X-BOLT BARRIER

SEE SHEETS 1 & 2

TEXAS X-BOLT BARRIER

SCALE: 1•" = 1'-0" SCALE: 1•" = 1'-0"

#5T3

#5T1

#5T2

SECTION A-A

(TYP)

#5T8 Ú

#5T7

#4T6

(TYP)

#6T9

R = 1" (TYP)

VIEW B-B

SCALE: 1•" = 1'-0"

(TYP)

R = 10"

(TYP)

R = 1"

SLOT (TYP)

2"x 24" DRAIN

END VIEW SECTION A-ASCALE: 1•" = 1'-0"

VIEW B-B

(TYP)

R = 10"

(TYP)

R = 1"

SLOT (TYP)

2"x 24" DRAIN

(TYP)

#6T9

& BARRIER

À (2) 1•" Â SCH 40 STEEL PIPES

SCALE: 1" = 1'-0"

PLACEMENT.

BEVELED TO FACILITATE

BOTTOM •" MAY BE

CONNECTOR PIN ASSEMBLY

(„" MIN THICKNESS)

CIRCULAR WASHER

2•" OUTSIDE DIA

‚

A36 STEEL ROD

1‚" Â

TAC WELDED

1‚" NUT TO BE

1‚" Â x 6 UNC

SCALE: 2" = 1'-0"

(BEND AROUND 2" Â PIN (TYP))

#6 CONNECTION BAR W/HOOKED ENDS

2"

(AT VIEW B-B

END NOTCH DETAIL

ISOMETRIC BARRIER VIEW

DECK BRIDGE SHEET 8 OF 18Mark Size Length # Pieces Type A B C D E F G H J K R O

C1 #4 3.75 232 N8 1.75 2.00C2 #4 7.92 348 S4 2.00 1.75 0.42 1.75 2.00C3 #4 38.67 80 STR

SECTION SUMMARY TOTAL WEIGHT (lbs):ITEM # DESCRIPTION #3 #4 #5 #6 #7 #8 #9 #10 #11 #14 #18 TOTAL544 REINFORCING STEEL 0 4488 0 0 0 0 0 0 0 0 0 4488544 REINFORCING STEEL 0 4488 0 0 0 0 0 0 0 0 0 4488544.11 MECH. CONNECTOR 0 0 0 0 0 0 0 0 0 0 0 0544.2 EPOXY COATED 0 0 0 0 0 0 0 0 0 0 0 0544.21 EPOXY MECH. CON. 0 0 0 0 0 0 0 0 0 0 0 0509.62 DRILLED SHAFT REINF. 0 0 0 0 0 0 0 0 0 0 0 0

GRAND SUMMARY TOTAL WEIGHT (lbs):ITEM # DESCRIPTION #3 #4 #5 #6 #7 #8 #9 #10 #11 #14 #18 TOTAL544 REINFORCING STEEL 0 4488 0 0 0 0 0 0 0 0 0 4488544.11 MECH. CONNECTOR 0 0 0 0 0 0 0 0 0 0 0 0544.2 EPOXY COATED 0 0 0 0 0 0 0 0 0 0 0 0544.21 EPOXY MECH. CON. 0 0 0 0 0 0 0 0 0 0 0 0509.62 DRILLED SHAFT REINF. 0 0 0 0 0 0 0 0 0 0 0 0

ASTM STANDARD REINFORCING BARS

STANDARD INDUSTRY BENDS STIRRUPS & TIES STANDARD N H & SPECIAL BENDS BAR WEIGHT NOM DIMEN

NOTES:1. FIGURES IN CIRCLE SHOW TYPE OF BEND.2. UNLESS OTHERWISE DESIGNATED, ALL BAR REINFORCEMENT FOR CONCRETE IN SIZES UP TO AND INCLUDING NO 18 SHALL CONFORM TO THE REQUIREMENTS OF THESTANDARD INDUSTRY BENDS, STIRRUPS, & TIES STANDARD N.H. & SPECIAL BENDS BAR WEIGHT NOM. DIMEN.

RECOMMENDED END HOOKS STIRRUP & TIE HOOK DIMENSIONS SIZE LBS. CROSS ALL GRADES (in.) GRADES 40-50-60 ksi DESIG- PER DIAM. SECT.

BAR 180° HOOKS 90° HOOKS BAR D() 90° HOOKS 135° HOOKS NATION FOOT in AREA in2

SIZE D() A or G J A or G SIZE (in.) A or G A or G H(appr) #3 0.376 0.375 0.11#3 2 1/4 5 3 6 #3 1 1/2 4 4 2 1/2 #4 0.668 0.500 0.20 STATE OF NEW HAMPSHIRE #4 3 6 4 8 #4 2 4 1/2 4 1/2 3 #5 1 043 0 625 0 31 DEPARTMENT OF TRANSPORTATION BUREAU OF BRIDGE DESIGNS5 B

A

D

GB

H

O

CK

90 R

H

B

T1 C A

B

ED

G

S4 B

A

CD

G17 B

CD

B A

G

UP TO AND INCLUDING NO. 18 SHALL CONFORM TO THE REQUIREMENTS OF THE "SPECIFICATIONS FOR DEFORMED BILLET - STEEL BARS FOR CONCRETE REINFORCEMENT", AASHTO M 31-94 (ASTM A615).3. FOR TYPICAL BENDING DETAILS, RECOMMENDED PIN DIAMETER "D" OF BENDS AND HOOKS AND OTHER STANDARD PRACTICE SEE CURRENT (1990) CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE", P. 6-4.4. BARS WHICH REQUIRE MORE ACCURATE BENDING THAN STANDARD PRACTICES SHOULD HAVE LIMITS INDICATED.5. ALL DIMENSIONS ARE OUT TO OUT OF BAR EXCEPT "A" AND "G" ON STANDARD 180º AND 135º HOOKS.N5

C

B

D

N1 C

B F K

HE

D

C2B

N2

B

C

K

H

N4

D

B

K

CH

C1

B

DK

N8 B

C

#4 3 6 4 8 #4 2 4 1/2 4 1/2 3 #5 1.043 0.625 0.31 DEPARTMENT OF TRANSPORTATION BUREAU OF BRIDGE DESIGN #5 3 3/4 7 5 10 #5 2 1/2 6 5 1/2 3 3/4 #6 1.502 0.750 0.44 TOWN: PORTSMOUTH BRIDGE NO. 192/106 STATE PROJECT 27690

#6 4 1/2 8 6 12 #6 4 1/2 12 7 3/4 4 1/4 #7 2.044 0.875 0.60 LOCATION: US ROUTE 1 BYPASS OVER HODGSON BROOK

#7 5 1/4 10 7 14 #7 5 1/4 14 9 5 1/4 #8 2.670 1.000 0.79 REINFORCING SCHEDULE BRIDGE SHEET

#8 6 11 8 16 #8 6 16 10 1/4 6 #9 3.400 1.128 1.00 BY DATE BY DATE REVISIONS AFTER PROPOSAL 18 of 18

#9 9 1/2 15 11 3/4 19 NOTE: D = finished inside bend d of hook. #10 4.303 1.270 1.27 DESIGNED SIW 07/18 CHECKED JAL 07/18 FILE NO.#10 10 3/4 17 13 1/4 22 See 1997 CRSI Manual p6-3&4 #11 5 313 1 410 1 56 DRAWN MDA 07/18 CHECKED JAL 07/18 135-1-1

1S 1 H

O

20B C

D

S6 B

A G

DC

S5 C10

AR

OC

19 BK

H CH

D

T3

LAP=

O

T2 CD

E

14

H

BA

O

C DE

H

6. "J" DIMENSION ON 180 ° HOOKS TO BE SHOWN ONLY WHEN NECESSARY TO RESTRICT HOOK SIZE, OTHERWISE STANDARD HOOKS ARE TO BE USED.7. "H" DIMENSION ON STIRRUPS TO BE SHOWN ONLY WHEN NECESSARY TO MAINTAIN CLEARANCES.8. WHERE SLOPE DIFFERS FROM 45° DIMENSIONS "H" AND "K" MUST BE SHOWN.

¦ DENOTES BARS TO BE CUT IN FIELD, AS REQUIRED.DENOTES BARS TO BE BENT IN FIELD.

N6

D

B

K

CH

C

K

HN3

D

RB

C

K

N7 DK

C4H

C

D

K

N2D E H

JB

A

D

CH

D

C3

K

#10 10 3/4 17 13 1/4 22 See 1997 CRSI Manual p6-3&4. #11 5.313 1.410 1.56 DRAWN MDA 07/18 CHECKED JAL 07/18 135-1-1

#11 12 19 14 3/4 24 For additional data on standard bar bends not #14 7.650 1.693 2.25 TRACED CHECKED FEDERAL PROJECT NUMBER SHEET#14 18 1/4 27 21 3/4 31 shown on this sheet see 1997 CRSI Manual p6-3&4. #18 13.600 2.257 4.00 QUANTITIES CHECKED 34X-A003(589)

CC H

C4C5

Documents

SHEET NO. DESCRIPTIONgis.dot.nh.gov/plan/27690.POP.pdf · 4 black on white r3-18 combination u-turn & left prohibited 2.5x2.5 6.25 2 12.5 4 r2-1(20) speed limit 20 2x2.5 5 2 10 black