state project no. sheet no. total sheetsgis.dot.nh.gov/plan/28335.pop.pdfstate project no. sheet no....

STATE PROJECT NO. SHEET NO. TOTAL SHEETS

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28335_INDEX

STATE OF NEW HAMPSHIRE

SD

R

PR

OC

CE

SS

ED

NE

W

DE

SI

GN

DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

20228335

PJ

P

W

PS

FILE NO. 4-14-3-6

SUBDIRECTORY

Prj/CutSheet

REVISION DATE

N/

A---

5/14

WILL BE USED ON THIS PROJECT:

THE FOLLOWING GENERAL NOTES

WILL BE USED ON THIS PROJECT:

THE FOLLOWING GENERAL NOTES

SHEET NO. DESCRIPTION

INDEX OF SHEETS

SHEET NO. DESCRIPTION

INDEX OF SHEETS

1 2 6 75

ITEM NO. ITEM DESCRIPTION QUANTITY UNIT

SUMMARY OF ROADWAY QUANTITIES

403.11

403.6

SY 417.

606.417 PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL LF

LF

HOT BITUMINOUS PAVEMENT, MACHINE METHOD TON

PAVEMENT JOINT ADHESIVE LF

COLD PLANING BITUMINOUS SURFACES

* $ 618.61 UNIFORMED OFFICERS WITH VEHICLE

HR 618.7 FLAGGERS

628.2 SAWED BITUMINOUS PAVEMENT

LF 632.0104 RETROREFLECTIVE PAINT PAVEMENT MARKING, 4" LINE

SY TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS

CY HUMUS 647.1

MON

EA 621.31 SINGLE DELINEATOR WITH POST

LF 645.531 SILT FENCE

LF 606.91 RESETTING OR SETTING GUARDRAIL

25

8

LF 632.911

646.31

7

* $

9

1010.15

606.9523 TEMPORARY IMPACT ATTENUATION DEVICE (NON-REDIRECTIVE), TEST LEVEL 3 2 UNIT

FIELD OFFICE TYPE C 698.13

202.7 REMOVAL OF GUARDRAIL LF

FUEL ADJUSTMENT

** NOT AN ITEM TOTAL

* NOT A BID ITEM

1 UNIT 692. MOBILIZATION

**

61

50

60

40

LF 609.01 STRAIGHT GRANITE CURB

20 203.1 COMMON EXCAVATION CY

TON4 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD

17 304.301 CY CRUSHED GRAVEL **

NOTES & ROADWAY QUANTITIES

INDEX OF SHEETS, GENERAL

4

1/20/11

616.161 TRAFFIC SIGNALS (TEMPORARY) UNIT1

LF 632.1104

* $ 1008.11 ALTERATIONS AND ADDITIONS AS NEEDED - UNANTICIPATED WORK

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

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

ELEVATIONS ARE REFERENCED TO NGVD 1929.

NAD83, 1986 ADJUSTMENT AND THE BEARINGS ARE GRID.

COORDINATES ARE NEW HAMPSHIRE STATE PLANE COORDINATES OF

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

SURVEY DATA FOR THIS PROJECT WAS COLLECTED BY SDR AND THE

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

DATED 2010 (A BOUND BOOK).

FOR STANDARD PLANS, SEE "STANDARD PLANS FOR ROAD CONSTRUCTION"

20 CONSTRUCTION SIGNING

TRAFFIC CONTROL PLANS

19 CONSTRUCTION PHASING

SIGNALIZATION PLANS

18 GENERAL PLAN & CONSTRUCTION NOTES

ROADWAY PLANS

5-17 BRIDGE NUMBER 103/049

BRIDGE PLANS

3-4 STANDARD SYMBOLS

2 INDEX, GENERAL NOTES & ROADWAY QUANTITIES

1 TITLE PAGE

530

250

130

900

EA RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR 621.2 4

1625

* 699. MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL $

LF

LF50

LF50

400

632.912 OBLITERATE PAVEMENT MARKING LINE, OVER 12" WIDE

645.0001 TURBIDITY BARRIER

645.512 COMPOST SOCK FOR PERIMETER BERM 400

OBLITERATE PAVEMENT MARKING LINE, 12" WIDE & UNDER

PREFORMED RETROREFLECTIVE TAPE, TYPE 1 (REMOVABLE) 4" LINE

LF 632.3118 50 RETROREFLECTIVE THERMOPLASTIC PAVEMENT MARKING, 18" LINE

7/15

645.7

645.71 50 HR

1 UNIT STORM WATER POLLUTION PREVENTION PLAN

MONITORING SWPPP AND EROSION AND SEDIMENT CONTROLS

2670

840

1240

28335_INDEX.dgn Default 8/19/2015 3:51:02 PM “n18pjp”

Prj/CutSheet


28335

DGN

28335_SYMBOLS1


3 20

STANDARD SYMBOLSSTANDARD SYMBOLS

SUBDIRECTORY

SHEET 1 OF 2

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

BORING LOCATION

TEST PIT

INTERSTATE NUMBERED HIGHWAY

UNITED STATES NUMBERED HIGHWAY

STATE NUMBERED HIGHWAY

(label surface type)

pond

(label size & type)

FLAG POLE

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

GENERAL

ph

STORAGE TANK FILLER CAP

cgr

JERSEY BARRIER

fc

B

POTENTIAL WET AREA SYMBOL

MONITORING WELL

TP

293

3

102

BRIDGE CROSSINGS

STREAM OVERPASS

TREE OR STUMP (CROSS-SECTIONS)

(show station, circumference in feet & type)

existing PROPOSED

GROUND LIGHT/LAMP POST gl lp

FENCE (LABEL TYPE)

CURB (LABEL TYPE)

w

mon

GUARDRAIL (label type)bgr

SHEET 1 OF 2

DELINEATED WETLAND

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)

PROFILES AND CROSS SECTIONS:

ENGINEERING

SLOPE LINE

79.

14

72.

5

CLEARING LINE

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

2

PUB2E

WATER FRONT BUFFER

NATURAL WOODLAND BUFFER

II

I.S.

I

I.S.INVASIVE SPECIES LABEL

PRIME WETLAND

WETLAND DESIGNATION AND TYPE

500 YEAR FLOODPLAIN BOUNDARY

100 YEAR FLOODPLAIN BOUNDARY

FLOODPLAIN / FLOODWAY

FLOODWAY

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

NORMAL HIGH WATER

HIGHEST OBSERVABLE TIDE LINE

PROTECTED SHORELAND

BUREAU OF HIGHWAY DESIGNDEPARTMENT OF TRANSPORTATION

REVISION DATE

11-21-14

28335_SYMBOLS1.dgn Default 8/19/2015 3:51:03 PM “n18pjp”

REVISION DATE

11-21-14Prj/CutSheet


28335

DGN

28335_SYMBOLS2


4 20

STANDARD SYMBOLS

SUBDIRECTORY

SHEET 2 OF 2

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

PROPERTY PARCEL NUMBER

HISTORIC PROPERTY

WATER SHUT OFF

GAS SHUT OFF

RAILROAD

RAILROAD SIGN

RAILROAD SIGNAL

(label ownership)

HYDRANT

UTILITY JUNCTION BOX

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

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

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

(PROPOSED)

GUY POLE OR PUSH BRACE

BENCH MARK / SURVEY DISK

METAL or PLASTIC

fb

TELEPHONE

ELECTRIC

GAS

LIGHTING

FIBER OPTIC

INTELLIGENT TRANSPORTATION SYSTEM

WATER

SEWER

JB

PROPOSEDexisting

dh

ip

OVERHEAD ELECTRIC

m h

uUNKNOWN

m hd

CONSERVATION LAND

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)

MAST ARM (existing)

OPTICOM RECEIVER

OPTICOM STROBE

30' MA

TRAFFIC SIGNAL

cc

pb

mp

PB

MP

(NOTE ANGLE FROM Å)

FENCING NOTE

CLEARING AND GRUBBING AREA

DRAINAGE NOTE

GUARDRAIL NOTE

G-1

B-1

EROSION CONTROL NOTE

A

1

A

A

1

CONSTRUCTION NOTES

CURB MARK NUMBER - GRANITE

CURB MARK NUMBER - BITUMINOUS

CC

SIGNAL CONDUIT

PROPOSEDexisting

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

LIGHTING NOTE A

1TRAFFIC SIGNAL NOTE

BUREAU OF HIGHWAY DESIGNDEPARTMENT OF TRANSPORTATION

28335_SYMBOLS2.dgn Default 8/19/2015 3:51:05 PM “n18pjp”

(TYP)

2'-3†"

33'-

4"

OU

T-

To-

OU

T

14'-

9"

14'-

9"

56'-0"56'-0"

116'-7‚" OUT-To-OUT

(T

YP)

1'-

11"

(T

YP)

6"

(T

YP)

6•

"

(ITEM 504.1)

3'-0"

1'-3"

IT

EM

50

4.

1

6"

1'-10"

1'-0"1'-0"

1•"

(TYP)

10"

1'-8"

1'-

6" 1•"

3"

2" 6" 6" 2"

(TYP)2"

MINIMUM

1"

9"

6"

(CENTERED)

D/3

D

1•"

1'-0"1'-4"

1•"

3"

STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN

BRIDGE NO. STATE PROJECTTOWN

LOCATION

REVISIONS AFTER PROPOSAL

SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE

ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS

FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SUBDIRECTORY

28335_GENPLAN

.DGN LOCATOR

U.S. ROUTE 4 over MASCOMA RIVER

CANAAN 103\049 28335

1 13

WPS

WPS

PJP4-14-3-6

------------

WPS

PJP

AS NOTEDBRC/BrSite

NHDOT

4/14

3/14

GENERAL PLAN & DETAILS

5 20

8/15 8/15

7/15

6/14

SCALE: „" = 1'-0"

P.O.T. 136+56.00

+50 +50

P.O.T. 137+12.00

+50 137136

(EXPANSION)

À BEARING ABUTMENT B

(EXPANSION)

À BEARING ABUTMENT A

(FIXED)

À BEARING PIER

P.O.T. 136+00.00(TYP)

ANGLE OF CROSSING

78°-00'-00"

A

A

(TYP)

FACE OF CURB

(TYP)

FACE OF RAIL

A

A

MA

SC

OM

A

RI

VE

R

PLAN (PROPOSED)

N

DETAIL A

To LEBANON

To DANBURY

SEAT (TYP)

APPROACH CURB

(TYP)

CONCRETE STUBWALL

À CONSTRUCTION

SEE PLUG JOINT DETAIL)

(TYPICAL ABUTMENT A ONLY,

PVC DRAIN PIPES

SCALE: •" = 1'-0"

END OF DECK

SECTION A-A (REMOVAL)

LEVEL OF PAVEMENT OVERLAY)

EXISTING ROADWAY (APPROXIMATE

EL. 812.03 ABUTMENT B

EL. 811.13 ABUTMENT A

REMOVAL LINE

BACKWALL

(SEE NOTE @ PROFILE, BRIDGE SHEET 3)

4•"± EXISTING ROADWAY PAVEMENT

(ITEM 628.22)

SAWCUT PAVEMENT

(ITEM 502)

REMOVE CONCRETE DECK

(TO BE REMOVED)

EXISTING 5" x 3•" x †" ANGLE

À BEARING

(ITEM 502.10121)

EXISTING ASBESTOS TO BE REMOVED

PROJECTING INTO WINGS, SHALL BE REMOVED)

REMOVAL LIMITS, EXCEPT HORIZONTAL BARS

TO BE RETAINED (ALL OTHER BARS WITHIN

EXISTING VERTICAL REINFORCING

GRADE (TYP)

ROADWAY FINISHED

SCALE: 1" = 1'-0"

ASPHALTIC PLUG JOINT DETAIL

À JOINT

HEAT RESISTANT BACKER ROD

2" Â HIGH TEMPERATURE

BACKWALL

BACK OF

STUBWALL

ASPHALTIC BINDER

1•" x 1" DEEP

ITEM 541.5

(ALL COSTS SUBSIDIARY TO ITEM 559.4)

REMOVE PAVEMENT AND MEMBRANE TO SAWCUTS)

(NOTCH CURBS AT END OF DECK BEFORE PAVING,

SAWCUT BITUMINOUS PAVEMENT

ASPHALTIC PLUG EXPANSION JOINT (F)

ITEM 559.4


OPENING WITH ASPHALTIC BINDER MATERIAL.

HAVE BEEN REMOVED. INSTALL BACKER ROD AND SEAL

REMOVE MATERIAL 3" DEEP AFTER PAVEMENT AND MEMBRANE

TO ITEM 559.4 (SEE SUPPLEMENTAL SPECIFICATION 559).

1•" CLOSED CELL EXPANSION MATERIAL SUBSIDIARY

À BEARING

STRIPS

BEARING

BRIDGE DECK

CONCRETE

36WF150

ALL COSTS SUBSIDIARY TO ITEM 520.7002.

MINIMUM BELOW BOTTOM OF STRUCTURAL STEEL.

TO BOTTOM FLANGE WITH CLIP AND EXTEND TO 6"

BREAKS THROUGH MEMBRANE AND SEAL. ATTACH PIPES

AWAY FROM GIRDERS AND ABUTMENT SEAT. PROVIDE

3-1" Â PVC DRAINS. SET PIPES TO DISCHARGE

FOR PVC DRAINS

•" DEPRESSION

(SUBSIDIARY TO ITEM 520.7002)

@ 3'-0" O.C. AND AT LOW POINTS

1•" Â PVC SCH. 40 DRAIN


‚" x 8" GALVANIZED PLATE WITH LOCATING PIN

L 2• x 2 x Š

OF BACKWALL

PROPOSED FACE

SCALE: ƒ" = 1'-0"

(TYPICAL DECK & BACKWALL JOINT)

DETAIL A

2" COPING

& BACK OF BACKWALL

END OF DECK

CURB

FACE OF


VERTICALLY AGAINST ABUTMENT SIDE OF JOINT)

•" SELF-EXPANDING CORK FILLER (CEMENT CORK

BOTTOM OF DECK HAUNCH)

FRONT & BACK OF BACKWALL TO

TOP OF BACKWALL/BRUSH CURB AND DOWN

(SEAL WITH •" x •" OF SEALANT ACROSS

ITEM 562.1, SILICONE JOINT SEALANT (F)

STUBWALL

CONCRETE

À BEARING

OF DECK HAUNCH)

(6" HIGH FROM BOTTOM

APPROACH CURB SEAT

OF BACKWALL

PROPOSED FACE

BEARING STRIP DETAIL

OF DECK AND BACKWALL CONTACT AREA

TO TOP OF BACKWALL FOR THE ENTIRE LENGTH

BOND RUBBER BACKED SIDE OF 1'-3" WIDE SECTION

GRIND TOP OF BACKWALL TO A SMOOTH FLAT SURFACE AND

BACKWALL STRIP:

NOT TO SCALE

TO ITEM 520.7002)

AND BONDING AGENT) (ALL COSTS SUBSIDIARY

PRODUCTS LIST, SECTION 520, FOR MATERIALS

‚" THICK MINIMUM, …" MAXIMUM) (SEE QUALIFIED

BEARING STRIPS (RUBBER BACKED UHMW-PE,

OF DECK STRIP SECTION

OF DECK STRIP FOR FULL LENGTH

BOND RUBBER BACKED SIDE TO TOP

DECK HAUNCH STRIP:

THE ENTIRE WIDTH OF DECK

SIDE UP) INTO DECK HAUNCH FOR

EMBED 1'-6" WIDE SECTION (RUBBER

DECK STRIP:

SCALE: •" = 1'-0"

SECTION A-A (RECONSTRUCTION)

(TYP)

WEARING COURSE PAVEMENT

(ROADWAY ITEM)

1•" WEARING COURSE PAVEMENT

(SEE DETAIL)

ASPHALTIC PLUG JOINT

(PLAN SHEET 15)

SEE PAVEMENT MATCH DETAIL

VARIES

BRIDGE SHEET 2)

(SEE CONSTRUCTION NOTES,

ITEM 538.2

STRIP DETAIL

SEE BEARINGCONCRETE DECK

PROPOSED 8"

TO NEW AND EXISTING CONCRETE)

SHEET 2, REGARDING APPLICATION

(SEE CONSTRUCTION NOTES, BRIDGE

ITEM 534.3

OF DECK AND BACKWALL CONTACT)

SHALL BE PLACED ALONG THE FULL LENGTH

RECESSED INTO BACKWALL AND DECK (WATERSTOPS

ITEM 541.5, PVC WATERSTOPS, NH TYPE 5 (F)

(8" MAXIMUM LIFTS)

ITEM 304.301

DECK SLAB BASE COURSE)

ROADWAY PAVEMENT TO TOP OF

(EXTEND FROM BOTTOM OF EXISTING

ITEM 403.12 (2†" THICK ±)

ITEMS 403.61, 403.911 & 538.6

PAY LIMITS

(ITEM 520.7002)

PROPOSED BACKWALL & STUBWALL

LEVEL

28335_GENPLAN.dgn Default 8/19/2015 3:51:06 PM “n18pjp”



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SUBDIRECTORY

28335_BR NOTES

.DGN LOCATOR


CANAAN 103\049 28335

2 13

4-14-3-6

------------

PJP

AS NOTED

NHDOT

5/14

3/14

BRIDGE RECONSTRUCTION NOTES & QUANTITIES

BRC/MiscShts

MATERIALS AND SPECIFICATIONS

GENERAL NOTES

CONSTRUCTION NOTES

COMPONENTS PRIOR TO COMMENCEMENT OF ALL REMOVAL WORK.

A DETAILED OUTLINE OR PLAN OF THE PROPOSED METHOD FOR REMOVAL OF EXISTING BRIDGE

(1) THE CONTRACTOR SHALL SUBMIT, FOR DOCUMENTATION IN ACCORDANCE WITH SECTION 105.02,

REMOVAL NOTES

BE FORWARDED TO THE CONTRACTOR UPON REQUEST.

(2) AFTER THE CONTRACT HAS BEEN AWARDED, A COMPLETE SET OF THE EXISTING PLANS WILL

SCOPE OF WORK

6 20

(1) DESIGN LOADING: HL-93

(2) DESIGN METHOD: LOAD AND RESISTANCE FACTOR (LRFD)

REPAIRED AS DIRECTED, AT THE CONTRACTOR'S EXPENSE.

ANY DAMAGE SHALL BE IMMEDIATELY REPORTED TO THE CONTRACT ADMINISTRATOR AND

DAMAGE THE EXISTING STRUCTURAL STEEL AND REINFORCEMENT THAT IS TO BE RETAINED.

(6) DURING ALL REMOVAL AND REPAIR OPERATIONS, EXTREME CARE SHALL BE TAKEN NOT TO

THE EXISTING STRUCTURE, UNLESS APPROVED BY THE CONTRACT ADMINISTRATOR.

(2) NO SCAFFOLDS SHALL BE ERECTED OR OPERATIONS CONDUCTED IN THE WATERWAY BELOW

BE PERMITTED UNLESS APPROVED BY THE NHDOT, BUREAU OF BRIDGE DESIGN.

(3) WELDING OF ATTACHMENTS TO THE STRINGERS FOR CONSTRUCTION PURPOSES SHALL NOT

INSTITUTE "MANUAL OF STANDARD PRACTICE".

AND OTHER STANDARD PRACTICE REFER TO THE CURRENT CONCRETE REINFORCING STEEL

(2) FOR TYPICAL BENDING DETAILS, RECOMMENDED PIN DIAMETER "D" OF BENDS AND HOOKS

REINFORCEMENT NOTES

BE RETAINED.

(3) EXISTING REINFORCING STEEL, UNLESS OTHERWISE SHOWN/NOTED IN THE PLANS, SHALL

(8) PLACE REINFORCING STEEL TO AVOID RAIL POST ANCHOR ASSEMBLIES.

FOR CONCRETE REINFORCEMENT", AASHTO M 31 (ASTM A 615), GRADE 60.

TO THE REQUIREMENTS OF THE "SPECIFICATIONS FOR DEFORMED BILLET - STEEL BARS

(1) UNLESS OTHERWISE DESIGNATED, ALL REINFORCEMENT FOR CONCRETE SHALL CONFORM

BOT = BOTTOM, ALT = ALTERNATING, MC = MECHANICAL CONNECTORS.

(9) REINFORCING LEGEND: SP = SPACE, SPL = SPLICE, FS = FAR SIDE, NS = NEAR SIDE,

NOTED.

OTHER REINFORCEMENT SHALL HAVE 2•" MINIMUM CLEAR COVER, UNLESS OTHERWISE

(6) REINFORCING AT FACE OF CONCRETE DECK CURBS SHALL HAVE 3" CLEAR COVER. ALL

WITH AN APPROVED EPOXY COATING MATERIAL. ALL COSTS INCLUDED IN ITEM 544.X.

(7) EPOXY COATED REBARS CUT TO FIT, OR OTHERWISE DAMAGED, SHALL BE TOUCHED UP

COLD PLANING THE BRIDGE APPROACHES FOR PLACEMENT OF WEARING COURSE PAVEMENT.

PROVIDE A SMOOTH/LEVEL PAVEMENT MATCH FOR PLACEMENT OF ITEM 403.12 PRIOR TO

(8) EXISTING PAVEMENT SHALL BE SAW CUT (ITEM 628.22), FOR BACKWALL REMOVAL, TO

LOCATED WITHIN EXISTING RIGHT-OF-WAY). ALL COSTS SUBSIDIARY TO ITEM 504.1.

BACKFILLED TO THE LEVEL OF SURROUNDING WATER TABLE (PUMPING AREAS SHALL BE

AS REQUIRED, SHALL BE CONTINUOUS UNTIL PROPOSED SUBSTRUCTURE(S) HAVE BEEN

(4) ALL SUBSTRUCTURE CONCRETE SHALL BE PLACED IN THE DRY. DEWATERING PROCESSES,

(5) ALL PROPOSED REINFORCEMENT SHALL BE EPOXY COATED, ITEMS 544.2 & 544.21.

BE LOCATED AT CENTERLINE OF GIRDERS.

(6) SCREED RAIL SUPPORTS REQUIRED FOR PLACEMENT OF THE DECK SLAB CONCRETE SHALL

ZONES. SEE PLAN SHEET 18 FOR BARRIER LAYOUT.

FOR TRAFFIC CONTROL- BRACED, SHALL BE REQUIRED FOR BRIDGE CONSTRUCTION WORK

BEGIN FOR EACH CONSTRUCTION PHASE. ITEM 606.4174, PORTABLE CONCRETE BARRIER

(1) TEMPORARY TRAFFIC CONTROL BARRIER SHALL BE IN PLACE BEFORE REMOVAL OPERATIONS

PUBLISHED BY AASHTO AS OF THE BID OPENING DATE)

WELDING PER AASHTO/AWS D1.5-10 (INCLUDING ALL REVISIONS

CONSTRUCTION, AS AMENDED

NHDOT 2010 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

AASHTO BRIDGE CONSTRUCTION SPECIFICATIONS, WITH INTERIMS

(3) SPECIFICATIONS: AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS (2014), AS AMENDED

SEATS AS DIRECTED. ALL COSTS PAID UNDER ITEM 502.

(7) REMOVE ANY EXISTING LOOSE OR FLAKING EPOXY COATING FROM BACKWALLS AND BEARING

STOCKPILING SHALL BE INCLUDED IN ITEM 502.

(8) FOR SALVAGE OF MATERIALS SEE PROSECUTION OF WORK. ALL COSTS FOR REMOVAL AND

ENGINEER PRIOR TO ADVANCING THE WORK.

OR EXTENT OF EXISTING FEATURES, SHALL BE BROUGHT TO THE ATTENTION OF THE

COMPLETE PROPOSED RECONSTRUCTION. ANY DISCREPANCIES IN DIMENSIONS, CHARACTER,

STRUCTURE AND SHALL BE PREPARED TO MAKE ADJUSTMENTS REQUIRED TO PROPERLY

CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS OF THE EXISTING

AND DO NOT NECESSARILY REPRESENT "AS BUILT" DIMENSIONS AND ELEVATIONS. THE

SHOWN IN THESE PLANS WERE TAKEN (AND/OR CALCULATED) FROM EXISTING BRIDGE PLANS

(4) THE CONTRACTOR SHOULD BE AWARE THAT EXISTING STRUCTURE DIMENSIONS AND ELEVATIONS

EACH BRIDGE APPROACH. SEE BRIDGE APPROACH RAIL SHEET FOR LAYOUT DETAILS.

(14) STRAIGHT GRANITE CURB, ITEM 609.01 (ROADWAY ITEM), SHALL BE INSTALLED AT

WHEN THERE IS NO MEMBRANE. ALL COSTS SHALL BE SUBSIDIARY TO ITEM 538.6.

WITH ITEM 538.6 SHALL BRIDGE ANY GAP BETWEEN MEMBRANE AND THE END OF DECK

DECK ENDS, WHERE MEMBRANE WILL NOT LAP, A SEALANT/REPAIR MASTIC COMPATIBLE

LAPPED PER MANUFACTURER'S REQUIREMENTS AT PHASED CONSTRUCTION JOINTS. AT

(11) ITEM 538.6, BARRIER MEMBRANE, HEAT WELDED, MACHINE METHOD (F), SHALL BE

UNLESS OTHERWISE NOTED.

(10) ALL EXPOSED EDGES OF PROPOSED CONCRETE SURFACES SHALL BE CHAMFERED ƒ",

INDICATE A PREFFERED METHOD OF CONSTRUCTION.

SUPPORTS SHOWN IN THE PLANS ARE SCHEMATIC ONLY AND ARE NOT INTENDED TO

COSTS FOR TEMPORARY SUPPORTS SHALL BE INCLUDED IN ITEM 502. THE TEMPORARY

AND FILLED WITH ‡" DIAMETER HIGH STRENGTH BOLTS AFTER CONSTRUCTION. ALL

ATTACHMENT TO EXISTING STEEL SHALL BE DRILLED AS APPROVED BY THE ENGINEER

FOR DOCUMENTATION TO THE BUREAU OF BRIDGE DESIGN. BOLT HOLES REQUIRED FOR

PROFESSIONAL ENGINEER, LICENSED IN THE STATE OF NEW HAMPSHIRE, AND SUBMITTED

DEAD LOADS OF CONCRETE BARRIER & DECK AND FOR 100% OF HS20-44 LIVE LOAD BY A

(4) TEMPORARY SUPPORTS FOR DECK SLAB RECONSTRUCTION SHALL BE DESIGNED FOR THE

TO ITEM 403.99.

COURSE. ALL COSTS FOR REMOVAL, APPROXIMATELY 340 SY, SHALL BE SUBSIDIARY

PAVEMENT SHALL BE REMOVED PRIOR TO THE PLACEMENT OF FINAL ROADWAY WEARING

AT COMPLETION OF PHASE 1 CONSTRUCTION, AS OUTLINED IN THE PLANS. TEMPORARY

DECK BASE COURSE AND EXTENDED 50' BEYOND THE END OF DECK @ BOTH APPROACHES

(9) ITEM 403.99, TEMPORARY BITUMINOUS PAVEMENT, SHALL BE PLACED OVER THE BRIDGE

(5) REINFORCING STEEL: AASHTO M31 (ASTM A615) GRADE 60

4000 psi (AT 28 DAYS)

ITEM 520.01, CONCRETE CLASS AA

SOUTHWEST WINGWALL & SUBSTRUCTURE REPAIRS CLASS II

4000 psi (AT 28 DAYS)

ITEM 520.7002, CONCRETE BRIDGE DECK (QC/QA) (F)

(4) CONCRETE: DECK SLAB, BRUSH CURBS, BACKWALL RECONSTRUCTION & STUBWALLS

BID WEB PAGE IN THE BID PACKAGE DURING THE BID PERIOD.

AT THE NHDOT, BUREAU OF BRIDGE DESIGN OFFICE, OR ON-LINE AT THE INVITATION TO

(1) EXISTING BRIDGE PLANS (FILE NOS. 3-10-1-8, 4-11-1-6 & 4-14-3-6) MAY BE VIEWED

FOR CONCRETE REPAIRS, CLASS II.

FROM THE INSPECTION. ALL COSTS SHALL BE PAID UNDER ITEM 512.02, PREPARATION

THE ENGINEER AND CONTRACTOR. CONCRETE SHALL BE REMOVED TO LIMITS DESIGNATED

(5) SUBSTRUCTURE CONCRETE SHALL BE INSPECTED FOR DETERIORATED CONCRETE JOINTLY BY

UNDER ITEM 1002.1, REPAIRS OR REPLACEMENTS AS NEEDED - BRIDGE STRUCTURES.

STEEL REQUIRED TO REPAIR OR REPLACE THE EXISTING REINFORCEMENT SHALL BE PAID

JOINTLY BY THE ENGINEER AND CONTRACTOR AFTER EACH REMOVAL PHASE. REINFORCING

(4) REINFORCING TO REMAIN IN PLACE SHALL BE INSPECTED FOR DAMAGE OR CORROSION

BE SUBSIDIARY TO ITEM 547.

TIMED STUD WELDING EQUIPMENT. ALL COSTS FOR MATERIALS AND INSTALLATION SHALL

(5) SHEAR CONNECTORS SHALL BE FIELD WELDED TO THE TOP FLANGE WITH AUTOMATICALLY

UNDER ITEM 1002.1, REPAIRS OR REPLACEMENTS AS NEEDED - BRIDGE STRUCTURES.

REQUIRED BY THE DEPARTMENT SHALL BE PERFORMED BY THE CONTRACTOR AND PAID

MISSING BOLTS, ETC.) JOINTLY BY THE ENGINEER AND CONTRACTOR. ANY REPAIRS

INSPECTED FOR STRUCTURAL DEFICIENCIES (e.g. SIGNIFICANT STEEL LOSS, CRACKS,

(16) NO STRUCTURAL REPAIRS ARE ANTICIPATED. STRUCTURAL STEEL SHALL BE

SHALL REMAIN PLASTIC THROUGHOUT EACH PORTION OF THE POURING SEQUENCE.

AND SUBJECT TO APPROVAL OF THE BUREAU OF BRIDGE DESIGN. DECK CONCRETE

(7) BRIDGE DECK POURING SEQUENCE SHALL BE SUBMITTED IN ACCORDANCE WITH 105.02

PLACED OVER SOUTHWEST WINGWALL CONSTRUCTION JOINT AS SHOWN IN THE PLANS.

THE STUBWALL VERTICAL CONSTRUCTION JOINTS. BARRIER MEMBRANE SHALL ALSO BE

BE INSTALLED 2'-0" WIDE, WITH PROTECTION BOARD (SUBSIDIARY), CENTERED OVER

(12) ITEM 538.2, BARRIER MEMBRANE, PEEL AND STICK - VERICAL SURFACES (F), SHALL

STEEL.

OUTLINED IN THE SPECIAL PROVISIONS FOR ITEM 550.53, REMOVE AND RESET STRUCTURAL

(20) DURING PHASE CONSTRUCTION, DIAPHRAGMS TO STRINGER #3 SHALL BE DISCONNECTED AS

COFFERDAM NOTES

ACCORDANCE WITH SECTION 105.02.

SUBMIT STAMPED WORKING DRAWINGS AND CALCULATIONS FOR DOCUMENTATION IN

A PROFESSIONAL ENGINEER, LICENSED IN THE STATE OF N.H. THE CONTRACTOR SHALL

(1) ALL ITEMS COVERED UNDER SECTION 503 OF THE SPECIFICATIONS SHALL BE DESIGNED BY

102.05 SHALL BE REFERENCED REGARDING SUBSURFACE DATA PROVIDED IN THE CONTRACT.

AVAILABLE INFORMATION SHALL BE PAID UNDER RESPECTIVE COFFERDAM ITEM. SECTION

INSTALLATION WHICH VARY FROM WHAT THE DESIGNER ASSUMED AND/OR INTERPRETED FROM

AND REINSTALLATION OF COFFERDAM(S) DUE TO SUBSURFACE CONDITIONS ENCOUNTERED DURING

FOR COFFERDAM DESIGN. ALL COSTS ASSOCIATED FOR COMPLETING INVESTIGATIONS, REDESIGN

(6) THE CONTRACTOR SHOULD BE PREPARED TO PERFORM ANY SUBSURFACE INVESTIGATIONS NEEDED

CONSTRUCTION.

MAY BE ADJUSTED AS REQUIRED TO ACCOMODATE THE CONTRACTOR'S MEANS AND METHODS OF

(5) THE LOCATION AND LIMITS FOR COFFERDAMS DETAILED IN THE PLANS ARE APPROXIMATE AND

COFFERDAMS WITH SHEETING LEFT-IN-PLACE.

MATERIALS, INSTALLATION, MAINTENANCE AND REMOVAL SHALL BE INCLUDED IN ITEM 503.30X,

FOR THE CONSTRUCTION OF STUBWALLS DURING EACH CONSTRUCTION PHASE. ALL COSTS FOR

(2) COFFERDAMS ARE REQUIRED AT EACH ABUTMENT BACKWALL TO SUPPORT EXCAVATION REQUIRED

WITH APPROVED MATERIALS.

TO MAINTAIN TRAFFIC SHALL BE REMOVED AND REPLACED, AS DIRECTED BY THE ENGINEER,

(4) ANY ROADWAY FOUNDATION MATERIAL WEAKENED AS A RESULT OF INSUFFICIENT CARE TAKEN

LOAD SURCHARGE AND PILE DRIVING ON THE COFFERDAM STABILITY.

(3) COFFERDAM DESIGN SHALL ACCOUNT FOR THE EFFECTS OF UNBALANCED EARTH PRESSURE, LIVE

EXISTING GROUND.

OF THE TRAFFIC CONTROL BARRIER SUCH THAT THE TOPS OF SHEETING IS FLUSH WITH THE

(7) PLACEMENT OF COFFERDAMS DURING PHASE 1 CONSTRUCTION MAY BE SET UNDER THE FOOTPRINT

A HEIGHT THAT IS EQUAL TO OR HIGHER THAN THE TOP OF ADJACENT BARRIER.

MANUAL FOR TRAFFIC BARRIER DEFLECTION DISTANCES. COFFERDAMS SHALL EXTEND UP TO

COLLISION LOAD MAY BE REDUCED BY ONE HALF). SEE CHAPTER 7 OF THE BRIDGE DESIGN

HAS A 4 FOOT DEFLECTION AND IT IS SET 2 FEET FROM THE FACE OF COFFERDAM, THE

LINEARLY BY THE OFFSET OF BARRIER TO THE COFFERDAM (E.G., IF THE BARRIER SYSTEM

INCHES ABOVE THE GROUND SURFACE BEHIND THE COFFERDAM. THIS LOAD MAY BE REDUCED

DESIGNED TO WITHSTAND A TRAFFIC BARRIER COLLISION LOAD OF 2.7 K/FT APPLIED AT 32

(8) COFFERDAMS LOCATED WITHIN THE DEFLECTION DISTANCE OF TRAFFIC BARRIERS SHALL BE

SPECIAL PROVISION.

PARTICLE TESTING EQUIPMENT. SEE COVER PLATE DETAIL (BRIDGE SHEET 7) AND

SAFE ACCESS FOR STATE INSPECTORS AND A POWER SUPPLY TO SERVICE MAGNETIC

SHALL INCLUDE BLAST CLEANING THE ENDS OF COVER PLATE WELDS, PROVIDING

(17) ITEM 500.021, PREPARATION FOR FATIGUE CRACK INSPECTION - COVER PLATE,

OTHER SUPERSTRUCTURE WORK AS OUTLINED IN THE SPECIAL PROVISIONS OF SECTION 556.

(22) EXISTING STRUCTURAL STEEL SHALL BE CLEANED AND PAINTED, AFTER COMPLETION OF ALL

FREE OF DIRT, RUST & DEBRIS. ALL COSTS INCLUDED IN ITEM 520.01.

BE PREPARED TO A SATURATED, SURFACE-DRY CONDITION AND EXPOSED REBAR SHALL BE

(SEE SPECIFICATIONS). PRIOR TO PLACING NEW CONCRETE, THE PATCHED AREAS SHALL

(18) DETERIORATED AREAS OF SUBSTRUCTURES SHALL BE PATCHED WITH CONCRETE CLASS AA

REBAR SHALL BE FREE OF DIRT, RUST & DEBRIS. ALL COSTS INCLUDED IN ITEM 520.7002.

BLAST CLEANED AND PREPARED TO A SATURATED, SURFACE-DRY CONDITION AND EXPOSED

WITH ITEM 520.7002. PRIOR TO PLACING NEW CONCRETE, REMOVAL SURFACES SHALL BE

LINES (INCLUDED IN ITEM 502). BACKWALLS AND STUB WALLS SHALL BE RECONSTRUCTED

PLANS. ALL CONCRETE SURFACES SHALL BE SAWCUT 1" DEEP TO PROVIDE CLEAN REMOVAL

(19) ABUTMENT BACKWALLS & SOUTHWEST WING SHALL BE REMOVED TO LIMITS SHOWN IN THE

AND SPECIAL PROVISION FOR ADDITIONAL INFORMATION.

BETWEEN TOP OF EXISTING BACKWALLS AND DECK HAUNCHES. SEE PROSECTUTION OF WORK

(3) ITEM 502.10121 SHALL INCLUDE REMOVAL AND DISPOSAL OF ASBESTOS CONTAINING MATERIAL

WHILE SUPPORTING THE LOADS. ALL COSTS INCLUDED IN ITEM 502.

SHALL BE ‚". TEMPORARY SHIMS AND/OR BLOCKS SHALL BE PLACED BENEATH FLANGES

DOCUMENTATION. THE MAXIMUM ALLOWABLE DIFFERENCE BETWEEN ADJACENT JACKING POINTS

PROVISIONS. THE PROPOSED JACKING METHOD SHALL BE SUBMITTED TO THE ENGINEER FOR

(21) TEMPORARY SUPPORT OF DECK SHALL BE PROVIDED AS OUTLINED IN THE PLANS AND SPECIAL

ITEM 503.30X.

MINIMUM BELOW FINISHED GRADE, BACKFILLED AND COMPACTED. ALL COSTS SUBSIDIARY TO

(10) AFTER COMPLETION OF PHASE 2 CONSTRUCTION, COFFERDAMS SHALL BE REMOVED TO ONE FOOT

TO ITEM 503.30X.

OF EXCAVATION SHOWN IN DETAILS ON BRIDGE SHEET 1. ALL COSTS SHALL BE SUBSIDIARY

STUBWALL DURING PHASE 2 CONSTRUCTION. VERTICAL LIMIT OF REMOVAL SHALL BE TO BOTTOM

COFFERDAMS ADJACENT TO THE EXISTING BACKWALL TO ALLOW FOR MECHANICAL CONNECTION OF

CONSTRUCTION OF BACKWALL AND STUBWALL. IT WILL ALSO INCLUDE REMOVING A PORTION OF

IN PHASE 1 CONSTRUCTION FROM SPILLING THROUGH GAPS BETWEEN COFFERDAMS AND PHASE 1

(9) CONTRACTOR'S MEANS AND METHODS SHALL INCLUDE THE ABILITY TO RETAIN BACKFILL PLACED

- BRIDGE RAIL, BRIDGE APPROACH RAIL, DECK PAVEMENT AND MEMBRANE

- REINFORCING BARS AS DESIGNATED IN THE PLANS

- SOUTHWEST WINGWALL (INCLUDING REBARS AS DIRECTED)

- BACKWALL CONCRETE @ BOTH ABUTMENTS TO LIMITS SHOWN IN THE PLANS

- CONCRETE DECK SLAB (ANGLES @ TOP FLANGE OF STRINGERS SHALL BE RETAINED)

(2) ITEM 502, REMOVAL OF EXISTING BRIDGE STRUCTURE, SHALL INCLUDE REMOVAL OF:

SURFACES WITH ITEM 534.3. APPLICATION RATE IS 150 SF/GAL.

COATING SHALL BE APPLIED. IF THE WATER SPRAY DOES NOT BEAD, THEN COAT

INTO SURFACE WATERS WILL BE KEPT TO A MINIMUM. IF THE WATER BEADS, NO

SHALL BE WASHED, SUBSIDIARY TO ITEM 534.3, IN SUCH A MANNER THAT OVERSPRAY

ADMINISTRATOR. EXISTING ABUTMENTS, BRIDGE SEATS, BACKWALLS AND WINGWALLS

EXPOSED CONCRETE SURFACES AS SHOWN IN THE PLANS OR DIRECTED BY THE CONTRACT

(13) ITEM 534.3, WATER REPELLENT (SILANE-SILOXANE), SHALL BE APPLIED TO ALL NEW

OF EXISTING UTILITIES, INCLUDING ANY UTILITIES WITHIN EXISTING DECK COPINGS.

(3) THE CONTRACTOR SHALL CONTACT DIG SAFE TO SURVEY AND TAG ALL UNDERGROUND LOCATIONS

WPS

WPS

PJP 8/15

7/15

6/14

WPS 8/15

OF WORK BEING PERFORMED.

OR OTHER SUCH APPROVED METHODS, SHALL BE SUBDIDIARY TO THE APPROPRIATE ITEM

ALL COSTS INCLUDING ERECTION, MAINTENANCE AND REMOVAL OF TEMPORARY STRUCTURES

NOT FALL INTO THE WATERWAY OR ONTO EMBANKMENTS BELOW THE EXISTING STRUCTURE.

(5) THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO INSURE THAT DEBRIS DOES

(10) FOR REINFORCING SCHEDULES SEE BRIDGE SHEETS 5, 6, & 8.

AS SUPPORT POINTS. COST SUBSIDIARY TO WORK.

FOR ALL CONSTRUCTION LOADS IF MEANS AND METHODS EMPLOYED UTILIZE THESE ANGLES

(23) CONTRACTOR SHALL ANALYZE EXISTING ANGLES ATTACHED TO THE STRINGER TOP FLANGES

PHASE 2 REQUIREMENTS.

PHASE 1. SEE ROADWAY CONSTRUCTION NOTES ON PLAN SHEET 18 REGARDING

ADJOINING LOCATIONS WHERE HAND METHOD PAVEMENT SHALL BE PLACED DURING

BE APPLIED AT ALL APPROACH CURB, STUBWALL AND EXISTING PAVEMENT SURFACES

FOR PLACEMENT OF BASE COURSE PAVEMENT IN PHASE 1. ADHESIVE SHALL ALSO

THE LONGITUDINAL JOINT AT TRAVELWAY (AS APPLICABLE), AND DECK CURBING

(15) ITEM 403.61, PAVEMENT JOINT ADHESIVE (BRIDGE BASE), SHALL BE APPLIED TO

- INSTALL STEEL CONDUIT

- PAINT EXISTING STRUCTURAL STEEL

- PLACE STONE FILL AT FACE OF ABUTMENT B

- REPAIR SUBSTRUCTURE CONCRETE

- REMOVE AND REPLACE BRIDGE APPROACH RAIL

- REMOVE AND REPLACE BRIDGE RAIL

- INSTALL ASPHALTIC PLUG JOINT (BOTH ENDS OF DECK)

- CONSTRUCT CONCRETE STUBWALL TO BACK OF EACH BACKWALL

- RECONSTRUCT BACKWALLS AT BOTH ABUTMENTS

- REMOVE AND REPLACE CONCRETE DECK

28335_BR NOTES.dgn Default 8/19/2015 3:51:08 PM “n18pjp”

56'-0"56'-0"



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SUBDIRECTORY

28335_SITEPLAN

.DGN LOCATOR


CANAAN 103\049 28335

3 13

4-14-3-6

------------

PJP

BRC/BrSite

NHDOT

6/14

5/14

7 20AS NOTED

SITE PLAN & PROFILE

ITEM NO. ITEM DESCRIPTION QUANTITY UNIT

403.911 22 TON

3 CY 520.01 CONCRETE CLASS AA

16 GAL 534.3

SY 538.6 BARRIER MEMBRANE, HEAT WELDED - MACHINE METHOD (F)

LF

*

628.22

1002.1

LF

$

SAWED BITUMINOUS PAVEMENT (BRIDGE)

REPAIRS OR REPLACEMENTS AS NEEDED - BRIDGE STRUCTURES

CY

SUMMARY OF BRIDGE QUANTITIES

5

62

1 UNIT

40 COMMON BRIDGE EXCAVATION (F) 504.1

REMOVAL OF EXISTING BRIDGE STRUCTURE

CY

538.2 SY4 BARRIER MEMBRANE, PEEL AND STICK - VERTICAL SURFACES (F)

LB 544.2 REINFORCING STEEL, EPOXY COATED (F)

LF 563.22

4 UNIT

209.201

2 TON 403.12 HOT BITUMINOUS PAVEMENT, HAND METHOD **

** NOT AN ITEM TOTAL

* NOT A BID ITEM

ASPHALTIC PLUG EXPANSION JOINT (F)

565.222 BRIDGE APPROACH RAIL T2 (STEEL POSTS)

HOT BITUMINOUS BRIDGE PAVEMENT, 1" BASE COURSE

5 SY PREPARATION FOR CONCRETE REPAIRS, CLASS II

3 CY

* 1010.41 $ QUALITY CONTROL QUALITY ASSURANCE (QC/QA) FOR CONCRETE

CY20 304.301 CRUSHED GRAVEL **

GRANULAR BACKFILL (BRIDGE) (F)

LF 606.4174 PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL - BRACED

LB 544.21 REINFORCING STEEL, EPOXY COATED, MECHANICAL CONNECTORS (F)

CY CONCRETE BRIDGE DECK (QC/QA) (F) 520.7002

* $

EA 547. SHEAR CONNECTORS (F)

129

390

34,100

3230

1250

231

585.3 STONE FILL, CLASS C

160

512.02

502.

20 UNIT

500.032

LF 562.1 SILICONE JOINT SEALANT (F) 20

20 TON 403.99 TEMPORARY BITUMINOUS PAVEMENT

559.4

LF68 PVC WATERSTOPS, NH TYPE 5 (F) 541.5

1 UNIT 503.301 COFFERDAMS WITH SHEETING LEFT-IN-PLACE

1 UNIT 503.302 COFFERDAMS WITH SHEETING LEFT-IN-PLACE

61

1 UNIT 550.53 REMOVE AND RESET STRUCTURAL STEEL

1 UNIT 556.101

1 UNIT 556.201

1 UNIT 556.301

1 UNIT 556.401

PAINTING EXISTING STRUCTURAL STEEL

CONTAINMENT AND ENVIRONMENTAL PROTECTION

WORKER PROTECTION

WASTE MANAGEMENT

502.10121 SY

403.61 LF PAVEMENT JOINT ADHESIVE (BRIDGE BASE)

10

420

WPS

WPS

PJP 8/15

7/15

6/14

WPS 8/15

LBS 550.13 700

LF

614.523 EA2

380

MOLDED PULL BOX 17"x30"

STRUCTURAL STEEL

614.3429

PREPARATION FOR FATIGUE CRACK INSPECTION - TIE STRAP PLATE WITH

LEAD PAINT POLLUTION CONTROLS

WATER REPELLENT (SILANE-SILOXANE) (2300 SF)

4 INCH 2-DUCT STEEL CONDUIT (BRIDGE)

REMOVAL AND DISPOSAL OF EXISTING BRIDGE STRUCTURE (ACM - BACKWALL)

BRIDGE RAIL T2

SCALE: 1" = 20'

PLAN

135 +50 136 +50 137 138+50 +50 139

To LEBANON

+50

MA

SC

OM

A

RI

VE

R

P.

T. 1

35

+0

3.

21

N

(TYP)

FOR BRIDGE APPROACH RECONSTRUCTION

SEE ROADWAY PLAN (PLAN SHEET 18)

GO

OS

E

PO

ND

RO

AD

To DANBURY

À BEARING (PIER) À BEARING (ABUTMENT B)

À BEARING (ABUTMENT A)

A

A

(6" THICK)

STONE FILL, CLASS C

ITEM 585.3

RECONSTRUCTED)

(TO BE REMOVED AND

SOUTHWEST WING

140+50

(ROADWAY ITEM)

ITEM 645.531, SILT FENCE

SLOPE

STONE FILL

EXISTING

LEFT-IN-PLACE

COFFERDAMS WITH SHEETING

ITEM 503.302

LEFT-IN-PLACE

COFFERDAMS WITH SHEETING

ITEM 503.301

FILL SLOPE

EXISTING STONE

90

FP41

177

GSE 1

91

FP41

178

GSE 1 95

FP41

179

GSE 1

96

FP41

180

GSE 1

135 +50 136 +50 137 +50 138 +50 139 +50

81

4.

61

81

5.

01

81

5.

01

81

5.

41

81

5.

38

81

5.

81

81

5.

78

81

6.

21

81

6.

18

81

6.

61

81

6.

61

81

7.

09

81

8.

12

81

9.

79

82

2.

09

PROFILE

(EXPANSION)

À BEARING ABUTMENT A

(EXPANSION)

À BEARING ABUTMENT B

SCALE: 1" = 20'

EL

EV. 8

16.

81

P.

V.

C. 1

37

+7

5

+0.80%

P.

V.

T.

K = 39

VC = 300'

PVI ELEV. 817.84

PVI STA. 139+25

81

6.

31

81

6.

28

EL. 808.00

EL. 794.50

140

82

5.

04

+50

81

4.

17

DATUM = 770.00

U.S.C. & G.

EL. 808.90

EL. 793.00

ORIGINAL PLANS +2" FOR PAVEMENT OVERLAY

USING FINISHED GRADE ELEVATIONS TAKEN FROM

NOTE: EXISTING GRADES SHOWN HAVE BEEN CALCULATED

+12

(FIXED)

À BEARING PIER

APPROXIMATE EXISTING ROW

APPROXIMATE EXISTING ROW

SCALE: …" = 1'-0"

SECTION A-A

GROUND

EXISTING

ITEM 585.3

DECK

PROPOSED 8"

ADDITIONAL DETAILS)

(SEE BRIDGE SHEET 1 FOR

PROPOSED BACKWALL & STUBWALL

FILL SLOPE

EXISTING STONE

36WF150

OF RECONSTRUCTED BACKWALL)

ITEM 534.3 (COAT FACE

PAVEMENT

WEARING COURSE

ARE GIVEN TO FRONT FACE

BACKWALL RECONSTRUCTION PLAN VIEW

STUBWALL ELEVATIONS SHOWN IN

28335_SITEPLAN.dgn Default 8/19/2015 3:51:09 PM “n18pjp”

11•" 33'-9‡" (BACKWALL RECONSTRUCTION)

3'-0"

1'-2†"

1'-

4„

"

4'-

0"

2'-

0"

1'-0"

PR

OP

OS

ED

1'-

4"

(T

YP)

1'-

3"

EXI

STI

NG

15'-1"15'-1"

REMOVAL LINE

1'-0" PHASE 1 BACKWALL

BACKWALL & STUBWALL CONSTRUCTION

3" PHASE 1

(TYP)

1'-0"

33'-9‡" (BACKWALL RECONSTRUCTION)

(T

YP)

1'-

3"

REMOVAL LINE

9" PHASE 1 BACKWALLBACKWALL & STUBWALL CONSTRUCTION

3" PHASE 1

15'-1"15'-1"

1'-

0"

2'-0" 2'-0"

1'-3" EXISTING

1'-4" PROPOSED

REMOVAL LINE

1'-0" PHASE 1 BACKWALL

AND STUBWALL CONSTRUCTION

3" PHASE 1 BACKWALL

4"

4"

REMOVAL LINE

9" PHASE 1 BACKWALL

AND STUBWALL CONSTRUCTION

3" PHASE 1 BACKWALL



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SUBDIRECTORY

28335_ABUT MSNRY

.DGN LOCATOR


CANAAN 103\049 28335

4 13

4-14-3-6

------------

PJP

BRC/Abuts

NHDOT

6/14

5/14

8 20

SUBSTRUCTURE MASONRY

3/8" = 1'-0"

WPS 8/15

WPS

WPS

PJP 8/15

7/15

6/14

ITEM 504.1

PAY LIMITS

(TYP)

REMOVAL & RECONSTRUCTION

SOUTHWEST WINGWALL

À CONSTRUCTION (FACE OF BACKWALL)

À CONSTRUCTION

(TYP)

FACE OF CURB

(TYP)

1'-11" BRUSH CURB

À BEARING

A

A

(TYP)

2" COPING

(TYP)

•" CORK JOINT

(TYP)

END STUBWALL

EXPANSION MATERIAL

1•" CLOSED CELL

BACKWALL TO BOTTOM OF WING)

RECONSTRUCTION JOINT FROM TOP OF

(2'-0" WIDE CENTERED ON WINGWALL

ITEM 538.2

INCLUDED IN ITEM 502)

(TYPICAL FRONT & BACK) (ALL COSTS

OF BACKWALL TO BOTTOM OF ABUTMENT

SAWCUT WINGWALL FROM TOPCLASS AA, ITEM 520.01) (TYP)

(ITEM 512.02 & PATCH WITH CONCRETE

SUBSTRUCTURE REPAIRS

PLAN - ABUTMENT A

ELEVATION - ABUTMENT A

FINISHED GRADE

PROPOSED

RECONSTRUCTION

DECK

(STUBWALL)

EL. 815.14

(STUBWALL)

EL. 815.01

(STUBWALL)

EL. 814.96

EXISTING GROUND

EL. 814.00

EL. 811.13

EL. 808.00

EL. 815.77

EL. 814.97

NORTHWEST WING

EL. 815.15EL. 815.02

EL. 815.82SOUTHWEST WING

N

SEE DETAIL A

1'-0"

78°-00'-00"

LEVEL

(1'-3" EXISTING)

1'-4" PROPOSED

CONSTRUCTION

STUBWALL

(VERTICAL REINFORCING TO BE RETAINED)

INTO THE NW WINGWALL, SHALL BE REMOVED)

(HORIZONTAL REBAR, EXCEPT BARS PROJECTING

BACKWALL REMOVAL & RECONSTRUCTION

À STR 1À STR 5

FOR DETAILS)

(SEE BRIDGE SHEET 1

PROPOSED STUBWALL

(SEE BRIDGE SHEET 9 FOR DETAILS

STEEL CONDUIT, ITEM 614.3429.


STEEL PIPE SLEEVES

N

ELEVATION - ABUTMENT B

PLAN - ABUTMENT B

CLASS AA, ITEM 520.01) (TYP)

(ITEM 512.02 & PATCH WITH CONCRETE

SUBSTRUCTURE REPAIRS

(TYP)

•" CORK JOINT

(TYP)

2" COPING

(TYP)

1'-11" BRUSH CURB

(TYP)

FACE OF CURB

(SEE BRIDGE SHEET 1 FOR DETAILS)

PROPOSED STUBWALL

(STUBWALL)

EL. 815.95

À CONSTRUCTIONÀ BEARING

(STUBWALL)

EL. 816.08

(STUBWALL)

EL. 815.90

SOUTHEAST WING

(TYP)

END STUBWALL

EL. 815.89

EL. 816.69

FINISHED GRADE

PROPOSED

RECONSTRUCTION

DECK

À CONSTRUCTION (FACE OF BACKWALL)

EXISTING GROUND

EL. 816.07

EXPANSION MATERIAL

1•" CLOSED CELL

EL. 815.94

EL. 814.90

EL. 812.03

EL. 808.90

EL. 816.74

NORTHEAST WING

SEE DETAIL B

1'-0"

78°-00'-00"

(SEE SECTION A-A, BRIDGE SHEET 3)

PROPOSED STONE FILL

LEVEL

(1'-3" EXISTING)

1'-4" PROPOSED

CONSTRUCTION

STUBWALL

(VERTICAL REINFORCING TO BE RETAINED)

INTO THE WINGWALLS, SHALL BE REMOVED)

(HORIZONTAL REBAR, EXCEPT BARS PROJECTING

BACKWALL REMOVAL & RECONSTRUCTION

À STR 5À STR 1

(SEE BRIDGE SHEET 9 FOR DETAILS

STEEL CONDUIT, ITEM 614.3429.


STEEL PIPE SLEEVES

SECTION A-A

(TYP)

ITEM 209.201SUBSIDIARY TO ITEM 504.1)

(TO BE REMOVED & RESET, ALL COSTS

EXISTING STONE FILL

(ROADWAY ITEM)

HUMUS 3•" THICK

ITEM 504.1

PAY LIMITS

(TYP)

EXISTING GROUND

ITEM 534.3

(TYP)

1'-0"ITEM 520.01

CONCRETE BARRIER

PHASE 1 TRAFFIC

(PHASE 1)

DECK REMOVAL LIMITSÀ BEARING

À CONSTRUCTION

N

6" MAXIMUM

STUBWALL

BACK OF PROPOSED

BACKWALL

EXISTING

BACKWALL

EXISTING

RECONSTRUCTED BACKWALL

FACE OF

BRIDGE SHEET 2)

(SEE COFFERDAM NOTES,

COFFERDAM, ITEM 503.301

DETAIL A

À CONSTRUCTION

À BEARING

(PHASE 1)

DECK REMOVAL LIMITS

CONCRETE BARRIER

PHASE 1 TRAFFIC

N

6" MAXIMUM

STUBWALL

BACK OF PROPOSED

BACKWALL

EXISTING

RECONSTRUCTED BACKWALL

FACE OF

BRIDGE SHEET 2)

(SEE COFFERDAM NOTES,

COFFERDAM, ITEM 503.302

DETAIL B

28335_ABUT MSNRY.dgn Default 8/19/2015 3:51:11 PM “n18pjp”

EXISTING VERTICAL BARS (VARIABLE SPACING @ 11"±) TO BE RETAINED (37 NS, 37 FS)

(4 ROWS, 31 BARS PER ROW)

124 #3A7 SPACE WITH EXISTING VERTICAL & #5A10


132 #3A7 SPACE WITH EXISTING VERTICAL & #5A10

(SPACE WITH ALTERNATING #5A9 , FS STUBWALL)

16 #5A11 á (TOP STUBWALL)

(SPACE WITH ALTERNATING #5A9 , FS STUBWALL)

17 #5A11 á (TOP STUBWALL)

#6A8 , #5A9 , #5A10 & #5A11 á #6A8 , #5A9 , #5A10 & #5A11 á

@

4"

4

SP

AC

ES

CL

EA

R

3"

#5

A2 (

NS,

FS)

#3

A7

#5

A1 (

NS,

FS)

@ 10"±

4 SPACES

@

1'-

0"

2

SP

AC

ES

(NS, FS)

#5A18 - #5A22

#5

A5

(N

S,

FS)

#5

A1

2

CLEAR (TYP)

2•"



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SUBDIRECTORY

28335_ABUTA REBAR

.DGN LOCATOR


CANAAN 103\049 28335

5 13

4-14-3-6

------------

PJP

AS NOTEDBRC/Abuts

NHDOT

REQUIRED BENDING DIAGRAMS

D

C HN7

K

BC17 D

B B

C1 C2

9 20

SOUTHWEST WINGWALL NOTES

(3) SEE BRIDGE SHEET 2 FOR ADDITIONAL REINFORCEMENT NOTES.

10/14

10/14

MARK SIZE TYPELENGTH # PIECES A B C D E G H K

#5

#5

#4 #8 #9#3 #5 #6 #7ITEM # DESCRIPTION #10 TOTAL

0 00 0

0 0 00 0 0 0544.21

#5

#5 10

544.2 EPOXY COATED

EPOXY MECH. CONNECTOR

0

SECTION SUMMARY TOTAL WEIGHT (lbs)

22

12

#3

#5

#5

C1

12

22

10

#6 64

#5

#5

17

32A10

REINFORCING SCHEDULE

#5

#5

#5

#5 33

2

10

#5

#5

#5

2

N7

2

3'-5"

6'-0"

5•" 8…"

A11

A12

A13

A14

A15

A16

A18

2

2

#5 2A19

#5 2A20

#5

N7

2

8†"

A21

10"

10"

3'-5"

3'-1"

#5 2A22

A1

A2

A3

A4

A5

A6

A7

A8

A9

ABUTMENT A & SOUTHWEST WINGWALL

C2

3'-0"

3'-0"

2'-3"

4'-3"

3'-11"

6'-11"

6'-9"

5'-9"

4'-9"

3'-9"

17'-0"

15'-3"

3'-0"

3'-0"

N5 1'-11" 3" 3"2'-5"

2'-2" 1'-10"5'-6"

17 2'-0" 1'-10"6'-7"

6"6'-6"

3'-6"

N5B

DC

15'-9"

13'-6"

17

ADMINISTRATOR.

DETERMINED FROM INSPECTION AND REVIEW WITH THE CONTRACT

(1) THE CONTRACTOR SHALL RETAIN EXISTING REINFORCEMENT AS

TO ACCOMODATE BACKWALL RECONSTRUCTION.

LAYOUT FROM THE ORIGINAL BRIDGE PLANS MODIFIED SLIGHTLY

(2) PROPOSED REBAR, ITEM 544.2, IS BASED UPON THE REINFORCING

1644 2406

-

-

-

-

-

-

-

-

-

-

-

-

-

WPS 8/15

WPS

8/15

8/15

#5 2A17 2'-2" -

256

2'-9"

1'-6"

65

3'-0" 3'-0"

8/15

ABUTMENT A REINFORCEMENT

138 138

233 529

3‡"

WPS

AGK/PJP

N

À CONSTRUCTION

PHASE 1 CONSTRUCTION

BACKWALL

FACE OF

JOINT

CONSTRUCTION

SCALE: …" = 1'-0"

STUBWALL JOINT

BOTTOM OF

BARS (TYP)

EXISTING VERTICAL#5A5


#5A6

#5A1

#5A2STUBWALL

BACK OF

(BACKWALL)

10 #5A4 (5 NS, 5 FS)

(STUBWALL)

12 #5A4 (6 NS, 6 FS)

(SPLICE WITH #5A4)

10 #5A5 (5 NS, 5 FS, BACKWALL)

(BACKWALL)

10 #5A3 (5 NS, 5 FS)

(STUBWALL)

12 #5A3 (6 NS, 6 FS)

(SPLICE WITH #5A3)

10 #5A1 (5 NS, 5 FS, BACKWALL)

(SPLICE WITH #5A3)

12 #5A2 (6 NS, 6 FS, STUBWALL)

(SPLICE WITH #5A4)

12 #5A6 (6 NS, 6 FS, STUBWALL)

A

A

(MECHANICAL CONNECTORS)

#5A3

(SPLICE WITH #5A3)


#5A4

(TYP)

#3A7


GROUT TO MINIMUM 1'-3" EMBEDMENT)

#5A10 (TYP) (DRILL AND

(SPACE EVENLY BETWEEN EXISTING VERTICAL BARS)

15 #5A10 (NS BACKWALL)


17 #5A10 (NS BACKWALL)

REINFORCEMENT)

(SEE SOUTHWEST WING

#5A12

ELEVATION

SCALE: …" = 1'-0"

PLAN

#5A9

(SPACE WITH EXISTING VERTICAL BARS)

16 #6A8 , 16 #5A9

(SPACE WITH #5A10)

15 #6A8 , 15 #5A9


16 #6A8 , 16 #5A9

(SPACE WITH #5A10)

17 #6A8 , 17 #5A9

1 #5A9

SCALE: ƒ" = 1'-0"

BACKWALL

FACE OF

SECTION A-A

STUBWALL

BACK OF

(RETAINED)

EXISTING VERTICAL BARS

#5A9

@ ELEVATION)

(SEE EMBEDMENT NOTE

#5A10

#5A11 á

#6A8

SCALE: …" = 1'-0"

SOUTHWEST WING REINFORCEMENT

SECTION B-B ELEVATION

PLAN VIEW

B

B

(1 NS, 1 FS)

2 #5A15 Ú

(1 NS, 1 FS)

2 #5A13

#5A18

#5A16 Ú

(2 OF EACH, 1 NS, 1 FS)

#5A18 - #5A22

#5A15 Ú

#5A18

#5A16 Ú

(SPLICE WITH #5A5)

10 #5A12 (5 NS, 5 FS)

(1 NS, 1 FS)

2 #5A14

(1 NS, 1 FS)

2 #5A16 Ú

(1 NS, 1 FS)

2 #5A17

#5A14 (NS, FS)

#5A13 (NS, FS)

#5A17 (NS, FS)

OF WING

FRONT FACE

TYPICAL TIE BAR DETAIL

45°-00'-00"

SPACING DIRECTIONS

IN BOTH VERTICAL & HORIZONTAL

ALTERNATE 90° & 135° HOOKS

NOT TO SCALE

#5 TIE BAR

STUBWALL

BACK OF

OF BACKWALL

PROPOSED FACE(TYP)

VERTICAL BAR

EXIST OR PROPOSED

HORIZONTAL BAR

PROPOSED

HORIZONTAL BAR

PROPOSED

28335_ABUTA REBAR.dgn Default 8/19/2015 3:51:12 PM “n18pjp”

EXISTING VERTICAL BARS (VARIABLE SPACING @ 11"±) TO BE RETAINED (37 NS, 37 FS)


136 #3B7 SPACE WITH EXISTING VERTICAL & #5B10


120 #3B7 SPACE WITH EXISTING VERTICAL & #5B10

(SPACE WITH ALTERNATING #5B9 , FS STUBWALL)

16 #5B11 á (TOP STUBWALL)

(SPACE WITH ALTERNATING #5B9 , FS STUBWALL)

17 #5B11 á (TOP STUBWALL)

#6A8 , #5A9 , #5A10 & #5A11 á #6B8 , #5B9 , #5B10 & #5B11 á

@

4"

4

SP

AC

ES

CL

EA

R

3"

#5

B2 (

NS,

FS)

#3

A7

#5

B1 (

NS,

FS)

CLEAR (TYP)

2•"



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SUBDIRECTORY

28335_ABUTB REBAR

.DGN LOCATOR


CANAAN 103\049 28335

6 13

4-14-3-6

------------

PJP

AS NOTEDBRC/Abuts

NHDOT

10 20

10/14

10/14




0 00 0

0 0 00 0 0 0544.21

544.2 EPOXY COATED


0


ABUTMENT B

#5

#5

#5

#5 10

22

12

#3

#5

#5

C1

12

22

10

#6 64

#5 65

#5

17

32B10

#5 33

B1

B2

B3

B4

B5

B6

B7

B8

B9

C2

3'-0"

3'-0"

15'-9"

13'-9"

3'-0"

3'-0"

N5 1'-11" 3" 3"2'-5"

2'-2" 1'-10"5'-6"

17 2'-0" 1'-10"6'-7"

6"6'-6"

3'-6"

17'-0"

14'-9"

17

1487 2249

-

-

-

-

-

WPS 8/15

WPS

WPS

8/15

7/15

10/14

ABUTMENT B REINFORCEMENT


BC17 D

B B

C1 C2

N5B

DC

B11

256

3'-0" 3'-0"

1'-6"

2'-9"

233 529

138 138

AGK/PJP


GROUT TO MINIMUM 1'-3" EMBEDMENT)

#5B10 (TYP) (DRILL AND


17 #5B10 (NS BACKWALL)


15 #5B10 (NS BACKWALL)

SCALE: …" = 1'-0"

PLAN

SCALE: …" = 1'-0"

ELEVATION

N

PHASE 1 CONSTRUCTION PHASE 2 CONSTRUCTION

À CONSTRUCTION

BACKWALL

FACE OF

JOINT

CONSTRUCTION

#5B5

#5B6

#5B1

#5B2STUBWALL

BACK OF

(SPLICE WITH #5B4)

10 #5B1 (5 NS, 5 FS, BACKWALL)

(SPLICE WITH #5B4)

12 #5B2 (6 NS, 6 FS, STUBWALL)

(BACKWALL)

10 #5B4 (5 NS, 5 FS)

(STUBWALL)

12 #5B4 (6 NS, 6 FS)

STUBWALL JOINT

BOTTOM OF

(SPLICE WITH #5B3)

10 #5B5 (5 NS, 5 FS, BACKWALL)

(BACKWALL)

10 #5B3 (5 NS, 5 FS)

(STUBWALL)

12 #5B3 (6 NS, 6 FS)

(SPLICE WITH #5B3)

12 #5B6 (6 NS, 6 FS, STUBWALL)

(TYP)

#3B7

BARS (TYP)

EXISTING VERTICAL

(SPLICE WITH #5B3)


#5B4


#5B3

A

A

#5B9

1 #5B9


17 #6B8 , 17 #5B9

(SPACE WITH #5A10)

17 #6B8 , 17 #5B9

(SPACE WITH #5A10)

15 #6B8 , 15 #5B9


15 #6B8 , 15 #5B9

SCALE: ƒ" = 1'-0"

BACKWALL

FACE OF

SECTION A-A

STUBWALL

BACK OF

(RETAINED)

EXISTING VERTICAL BARS

@ ELEVATION)

(SEE EMBEDMENT NOTE

#5B10

#5B11 á

#6B8

#5B9

TYPICAL TIE BAR DETAIL

45°-00'-00"

SPACING DIRECTIONS

IN BOTH VERTICAL & HORIZONTAL

ALTERNATE 90° & 135° HOOKS

NOT TO SCALE

#5 TIE BAR

STUBWALL

BACK OF

OF BACKWALL

PROPOSED FACE(TYP)

VERTICAL BAR

EXIST OR PROPOSED

HORIZONTAL BAR

PROPOSED

HORIZONTAL BAR

PROPOSED

28335_ABUTB REBAR.dgn Default 8/19/2015 3:51:13 PM “n18pjp”

15'-0"15'-0"

(TYP)

1'-6"

(TYP)

3"

(ALTERNATING 1-WAY TRAFFIC)

12'-0" (PHASE 1 TRAFFIC)

(T

YP)

8"

4 SPACES @ 6'-6" = 26'-0" (36WF150)

(TYP)

3'-6"

15'-0"14'-9"1'-11"

6"

3"

14'-9"14'-9"

(TYP)

1'-11"

(TYP)

6"

33'-0" OUT-To-OUT

4 SPACES @ 6'-6" = 26'-0" (36WF150)

(TYP)

3'-6"

33'-4" OUT-To-OUT

(ALTERNATING 1-WAY TRAFFIC)

11'-9" (PHASE 2 TRAFFIC)

14'-9"14'-9" 1'-11"

6"

(T

YP)

7"

(T

YP)

8"

(T

YP)

8"

3"

3"

3"

4"

3'-3"

1'-11"

2"

2"

3'-6"

9‚

"

1'-

5•

"

(TYP)

3"

56'-0"56'-0"

(TYP)

5"

62 SPACES @ 9" = 46'-6"

@ 1'-3" = 23'-9"

19 SPACES

@ 1'-3" = 23'-9"

19 SPACES

@ 9" = 9'-0"

12 SPACES

@ 9" = 9'-0"

12 SPACES

6"

(TYP)

6"

(TYP)

1'-0"

3"

6"

3"



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SUBDIRECTORY

28335_DECK SECTS

.DGN LOCATOR


CANAAN 103\049 28335

7 13

4-14-3-6

------------

PJP

AS NOTEDBRC/Super

NHDOT

4/14

3/14

2011

DECK SECTIONS & DETAILS

WPS 8/15

10/14

WPS

PJP 8/15

7/15

MGL/PAB

SCALE: •" = 1'-0"

TYPICAL DECK SECTION (EXISTING)

-„ "/FT. -„ "/FT.

À STRINGER #1 À STRINGER #5

(T

YP)

11

ƒ"

(TYP)

LEVEL

SEE DETAIL A

(TYP)

LEVEL

(ROADWAY ITEM)

1•" WEARING COURSE

ITEM 538.6

(1" BASE COURSE)

ITEM 403.911

(TYP)

FACE OF CURB

(TYP)

FACE OF RAIL

(TYP)

ITEM 563.22

-„ "/FT.

SCALE: •" = 1'-0"


SCALE: •" = 1'-0"

TYPICAL DECK SECTION (PROPOSED)

À STRINGER #5À STRINGER #1

PER EXISTING PLANS)

3" REVEAL (TYPICAL

(APPROXIMATE 2" OVERLAY)

EXISTING ROADWAY PAVEMENT

À CONSTRUCTION

À CONSTRUCTION

À CONSTRUCTION

-„ "/FT.

À CONSTRUCTION

-„ "/FT.-„ "/FT.

(TYP)

ITEM 606.4174

SCALE: •" = 1'-0"


RECONSTRUCTION

DECK

RECONSTRUCTION

DECK

(1" BASE COURSE)

ITEM 403.911

PLAN SHEET 18)

(SEE PAVEMENT MATCH DETAIL,

ITEM 403.99 (1" TEMPORARY PAVEMENT)

(TYP)

(TO BE RETAINED)

2•" x 2" x Š" ANGLES

1" BASE COURSE COMPLETE IN PLACE

COMPLETION OF PHASE 2 RECONSTRUCTION INCLUDING

TEMPORARY PAVEMENT SHALL BE REMOVED UPON

PLATE (TYP)

EXISTING 5" x …" x 1'-9"

(TYP)

EXISTING C 12 x 20.7

(SUBSIDIARY TO ITEM 502.)

TEMPORARY GIRDER SUPPORT SYSTEM

(SEE SPECIAL PROVISION)

RECONSTRUCTION (ITEM 550.53)

SHALL BE DISCONNECTED DURING DECK

DIAPHRAGMS TO STRINGER #3

ITEM 538.6

SCALE: ƒ" = 1'-0"

DETAIL A

ITEM 403.99

ITEM 403.911

À CONSTRUCTION

LINE

REMOVAL

CONSTRUCTION

PHASE 1

RECONSTRUCTION

PHASE 1 DECKPAVEMENT

EXISTING DECK

BITUMINOUS PAVEMENT

1" TEMPORARY

WATER REPELLENT (SILANE-SILOXANE)

PAY LIMITS ITEM 534.3

SCALE: ƒ" = 1'-0"

TYPICAL CURB RECONSTRUCTION

LEVEL

7" REVEAL

NOTCH (TYP)

À •" Â DRIP

SCALE: 1•" = 1'-0"

FIELD WELD (TYP)

AUTOMATIC STUD ARC

(TYP)

1…" Â

À GIRDER

5"

‡" Â (TYP)

(TYP)

…"2•" (MINIMUM)

2" (MINIMUM)

•" @ MIDSPAN

1‚" @ SUPPORTS

STRINGER HAUNCH

AND EXISTING HAUNCH DETAIL

SHEAR CONNECTOR LAYOUT

SHEAR CONNECTOR LAYOUT

NOT TO SCALE

(TYPICAL OVER PIER)

(SEE COVER PLATE DETAILS)

EXISTING 4" x 1" x 3'-0" PLATES

À BEARING (ABUTMENT A) À BEARING (PIER) À BEARING (ABUTMENT B)

SCALE: 1" = 1'-0"

COVER PLATE DETAILS

À PIER

4" x 1" x 3'-0"

EXISTING COVER PLATES

(TYP)

•" CHAMFER

(TYP)

(WELDED TO TOP FLANGE)

EXISTING 2•" x 2" x Š" ANGLE

W36 x 150

TOP FLANGE

EXISTING

TYPICAL…

(TYP)

PAY AS ONE UNIT

(TYP)

(ITEM 500.032)

AREAS OF INSPECTION

(TYP)

ACROSS CHAMFER

EXISTING WELD TERMINATION

28335_DECK SECTS.dgn Default 8/19/2015 3:51:17 PM “n18pjp”

450 #5D3 @ 6" (225 TOP, 225 BOTTOM)

450 #5D3 @ 6" (225 TOP, 225 BOTTOM)

3•"

6" 6"

6"

3•"

6"

(TYP)

2'-0" MINIMUM SPLICE

17'-0"28'-0"

116 #5D6 è (SPACE WITH ALTERNATE #5 TRANSVERSE BARS)

(SEE BRIDGE RAIL SHEET, POST ASSEMBLY DETAILS)

64 #5D6 è (4 PER RAIL POST ANCHOR ASSEMBLY)

116 #5D6 è (SPACE WITH ALTERNATE #5 TRANSVERSE BARS)

(SEE BRIDGE RAIL SHEET, POST ASSEMBLY DETAILS)

64 #5D6 è (4 PER RAIL POST ANCHOR ASSEMBLY)

BE

TW

EE

N

ST

RI

NG

ER

S) (

7

BA

RS

PE

R

BA

Y)

28

#5

D19 (

SP

AC

E

WI

TH

#5

D1

BE

TW

EE

N

ST

RI

NG

ER

S) (

7

BA

RS

PE

R

BA

Y)

28

#5

D19 (

SP

AC

E

WI

TH

#5

D1

28'-0"17'-0"

6" 6" (SPACE EVENLY FROM À OF GIRDER)

#5D1 (TOP & BOTTOM)

6 SPACES @ 11" = 5'-6"

(TOP & BOTTOM)

TYPICAL SPACING

(TYP)

#5D1

#5D20

#5D20



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SUBDIRECTORY

28335_DECK REBAR

.DGN LOCATOR


CANAAN 103\049 28335

8 13

10/14PAB

4-14-3-6

------------

PJP

AS NOTEDBRC/BrSite 12 20

10/14

10/14MGL

DECK REINFORCEMENT


#5

#5

#5

#5

34

#5

#5

#5

4

C1

#5 4

#5 4

#5

S5

4D10


#5

#5

#5

#5 4

4

4

#5

#5

#5

4

4

D11

D12

D13

D14

D15

D16

D17

4

4

#5 4D18

#5 72D19

#5

N4

20D20

1'-6"#5 8D21

D1

D2

D3

D4

D5

D6

D7

D8

D9


0 00 0 0 0

0 0 00 0 0 0544.21

544.2 EPOXY COATED


0


C2

3'-0"

3'-0"

D

B

C

K

HN4

B

C1

B

C2 B

C

S5 D

A G


1'-6" 4" 3‡" 1"

7" 7"

S5 10" 10"1'-1" 1'-1"1'-3"

3'-0"

3'-0" 472

472

40'-1" 234

45'-0"

16'-0" 900

3605'-1"

16'-2"

14'-4"

12'-0"

9'-7"

7'-3"

4'-11"

2'-7"

14'-3"

11'-11"

9'-6"

7'-2"

4'-10"

16'-6"

10" 10"1'-0"3'-10"

CONCRETE DECK SLAB

3'-4"

29475

2954 2954

29445

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

WPS 8/15

MGL

PJP 8/15

7/15

SCALE: ‰" = 1'-0"

A

A

PLAN

ANCHOR PLATE (TYP)

RAIL POST

N

À BEARING ABUTMENT A À BEARING ABUTMENT BÀ BEARING PIER

(231 TOP, 231 BOTTOM)

462 #5D4 @ 6" (MECHANICAL CONNECTORS)

(231 TOP, 231 BOTTOM)

462 #5D5 @ 6" (MECHANICAL CONNECTORS)

À CONSTRUCTION

(SEE SECTION A-A)

(78 LINES, 3 BARS PER LINE)

234 #5D1

#5D14

#5D7

#5D14BB

#5D7

B B

(TYPICAL EACH PHASE)

1 BOTTOM, 3 @ HAUNCH)

5 #5D20 (1 TOP,


1 BOTTOM, 3 @ HAUNCH)

5 #5D20 (1 TOP,

(SEE BRIDGE SHEET 1)

CURB SEAT (TYP)

2 #5D21

(SEE DETAIL)

(TYPICAL @ CURB SEATS)

(1 TOP, 1 BOTTOM)

2 #5D4

(1 TOP, 1 BOTTOM)

2 #5D5

& HAUNCH) (TYP)

#5D20 @ END DECK

5 #5D4 (SPLICE WITH

& HAUNCH) (TYP)

#5D20 @ END DECK

5 #5D5 (SPLICE WITH

(2 OF EACH, 1 TOP, 1 BOTTOM)

#5D14 - #5D18 @ 6"


#5D7 - #5D13 @ 6"


#5D7 - #5D13 @ 6"


#5D14 - #5D18 @ 6"


4 #5D19 (SPACE WITH #5D1)


4 #5D19 (SPACE WITH #5D1)

(SEE SECTION A-A)

(SPACE BETWEEN #5D1)

34 #5D2 (ALTERNATE AS SHOWN)

1‚" CLEAR

(TYP)

#5D1

(TYP)

#5D2

2•" CLEAR

(TYP)

SCALE: •" = 1'-0"

SECTION A-A

À STRINGER #1 À STRINGER #5

#5D3#5D3 À CONSTRUCTION


#5D4

PHASE 2 CONSTRUCTIONPHASE 1 CONSTRUCTION


#5D5

(TYP)

#5D6 è

SCALE: ƒ" = 1'-0"

SECTION B-B

(TOP & BOTTOM)

#5 TRANSVERSE BARS

#5D1

36WF150

#5D20

#5D19 è

SCALE: •" = 1'-0"

#5D20

BACKWALL

FACE OF

CURB SEAT

APPROACH

#5D1TOP OF CURB

CURB SEAT DETAIL

(TYP)

#5D6 è

(TOP & BOTTOM)

#5 TRANSVERSE BARS

#5D21

TOP & BOTTOM)

(PLACE @ 2" CLEAR

28335_DECK REBAR.dgn Default 8/19/2015 3:51:18 PM “n18pjp”

(TYP)

6" MIN

(A

PP

RO

X.)

1'-

11"

±

32'-0"± 32'-0"±

(TYP)

8'-0"

2"

(TYP)

2•"

(T

YP)

6"

±

(TYP)

1" MIN

(TYP)

1‚" MIN



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SCALE: „" = 1'-0"

SUBDIRECTORY

28335_CONDUIT

.DGN LOCATOR

28335

9 13

PJP

PJP

PJP4-14-3-6

20------------

WPS

WPS 8/15

WPS

AS NOTED

8/15

8/15 8/15

8/15

8/15

CONDUIT LAYOUT AND DETAILS

WITH ASTM A 325 SECTION 4.3.

9. ALL HIGH STRENGTH HEX HEAD BOLTS, NUTS AND WASHERS SHALL BE GALVANIZED IN ACCORDANCE

STRUCTURAL STEEL NOTES GENERAL CONDUIT NOTES

CONDUIT LAYOUT

13

Â HIGH STRENGTH BOLTS (ASTM A325 TYPE 1) PLACED IN Ž" Â HOLES.

4. ALL BOLTED FIELD CONNECTIONS REQUIRED FOR CONDUIT INSTALLATION SHALL BE MADE WITH ƒ"


CANAAN 103\049

BRC/MiscShts

3. ALL NEW STRUCTURAL STEEL SHALL CONFORM TO AASHTO M270, GRADE 50 (ASTM A 709).

5. DIRECT TENSION INDICATOR WASHERS (GALV) SHALL BE INSTALLED WITH HIGH STRENGTH BOLTS.

SHALL BE INSTALLED AT LOCATIONS SHOWN ON THE PLANS.

CENTER OR AS PER MANUFACTURER'S RECOMMENDATION. WHICHEVER IS LESS. A CONDUIT SUPPORT

2. CONDUIT SUPPORTS ON THE BRIDGE SHALL BE INSTALLED AT A MAXIMUM SPACING OF 8'-0"± ON

COUPLINGS. SHOP DRAWINGS SHALL BE STAMPED WITH A NEW HAMPSHIRE PE LICENSE.

SHALL SHOW ALL PULLBOX LOCATIONS, CONDUIT BENDS, EXPANSION COUPLINGS, AND DEFLECTION

BRACKETS, CONDUIT LAYOUT DRAWINGS, AND ATTACHMENT DETAILS. THE CONDUIT LAYOUT DRAWINGS

COUPLINGS, AND OTHER NECESSARY COMPONENTS. SHOP DRAWINGS SHALL BE SUBMITTED THAT INCLUDE

TIONS) FOR CONDUIT, CONDUIT STRAPS, MOUNTING STRUTS, CLAMPS, DEFLECTION AND EXPANSION

MENTS. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL CATALOG CUTS (INCLUDING INSTALLATION INSTRUC-

HANGER ASSEMBLIES SHALL NOT POSE A SNAG POTENTIAL OR INTERFERE WITH ANY CLEARANCE REQUIRE-

TO PROVIDE CONDUIT MOUNTING & HANGER SYSTEM AS APPROVED BY THE ENGINEER. CONDUIT MOUNT &

ATTACHING TO BRIDGE STRUCTURES, BUT MAY NOT BE ALL-INCLUSIVE. THE CONTRACTOR IS REQUIRED

4. THE CONDUIT MOUNTING DETAILS ON THIS DRAWING PROVIDE EXAMPLES OF ACCEPTABLE METHODS FOR

A123/A153 (SUBSIDIARY TO ITEM 614.3429).

CONDUIT MOUNTING AND HANGER SYSTEM AND APPURTENCES SHALL BE HOT DIP GALVANIZED PER ASTM

AND TOPCOATS ACCORDING TO THE ITEM 550/556 PAINT SPECIFICATIONS (ITEM 556.X01). THE

8. ALL STRUCTURAL STEEL UTILITY SUPPORTS SHALL BE SHOP PRIMED, AND RECEIVE THE INTERMEDIATE

THE SHOP. THE EXISTING STRINGER WEBS SHALL BE DRILLED IN THE FIELD USING THE ANGLE AS A

6. ALL BOLT HOLES IN ANGLES REQUIRED FOR UTILITY SUPPORT INSTALLATION SHALL BE DRILLED IN

SUPPORTS ARE TO BE INSTALLED SHALL BE SUBSIDIARY TO ITEM 556.X01.

10.REMOVAL OF EXISTING PAINT FROM AND PRIMING OF STRINGER WEBS WHERE INTERMEDIATE UTILITY

CONDUIT (BRIDGE).

COMPLETE THE WORK SHALL BE INCLUDED IN THE BID PRICE FOR ITEM 614.3429, 4" 2 DUCT STEEL

STRUTS, MOUNTING HARDWARE, STEEL CONDUIT, COUPLINGS, AND ALL OTHER ACCESSORIES NECESSARY TO

3. ALL COSTS TO DRILL HOLES AND TO FURNISH AND INSTALL ALL ANCHORS, SUPPORTS, BRACKETS, STRAPS,

SHALL BE APPROVED BY THE ENGINEER.

SO AS TO PROVIDE A SMOOTH PROFILE ACROSS THE BRIDGE AND EXISTING DIAPHRAGMS. LOCATIONS

7. THE ELEVATION OF EACH INTERMEDIATE UTILITY SUPPORT SHALL BE DETERMINED IN THE FIELD

FIELD DRILLING HOLES NECESSARY FOR INSTALLATION OF INTERMEDIATE UTILITY SUPPORTS.

NUTS, WASHERS, U-BOLTS, AND OTHER APPURTENANCES AS SHOWN IN THE PLANS, AS WELL AS

1. ITEM 550.13 STRUCTURAL STEEL, SHALL INCLUDE FABRICATING AND INSTALLING ANGLES, BOLTS,

TO ORDERING OR FABRICATING CONDUIT SUPPORTS.

CONTRACTOR SHALL MEASURE ALL DIMENSIONS REQUIRED FOR CONDUIT INSTALLATION PRIOR

2. EXISTING STRINGER SPACING, FLANGE AND WEB WIDTHS AND THICKNESSES MAY VARY. THE

EACH END OF THE BRIDGE AS SHOWN ON THE PLANS.

1. PROPOSED ITS CONDUIT (PITS) SHALL DEAD ENDED AT THE PULL BOX (ITEM 614.523, 2 TOTAL) AT

NATIONAL ELECTRICAL CODE (NEC) AND ALL APPLICABLE LOCAL AND STATE ELECTRICAL CODES.

5. PROPOSED CONDUITS SHALL BE UL LISTED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE

DURING INSTALLATION, THE DUCT EXPANSION JOINTS (2 EACH END, 4 TOTAL) MUST ACCOMMODATE

LOCATION AND PLACEMENT OF THE ANCHOR POINTS CAN BE EVALUATED AND ADJUSTED AS NECESSARY,

6. THE LOCATION FOR DUCT EXPANSION JOINTS ARE TO BE DETERMINED IN THE FIELD SO THAT EACH

TYPICAL DECK SECTION

ABUTMENT B SIMILAR

ABUTMENT A (SECTION AT S1 - S2)

SCALE: •" = 1'-0"

SCALE: •" = 1'-0"

EXISTING DIAPHRAGM SHOWN2 DUCT STEEL CONDUIT (BRIDGE)

ITEM 614.3429, PROPOSED 4"

ITEM 614.3429.

16 ASSEMBLIES TOTAL. SUBSIDIARY TO

REQUIRED AT EACH EXISTING DIAPHRAGM,

ONE BEVELED WASHER. TWO ASSEMBLIES

FLANGE WITH TWO NUTS, ONE WASHER AND

(TYP FOR ALL SLEEVES AT EACH ABUTMENT)

DUCT SEAL AT BOTH ENDS OF THE SLEEVE

THROUGH PIPE SLEEVE WITH WATERPROOF

INSTALL A FULL SECTION OF STEEL DUCT

BACKWALL & STUBWALL

AND STEEL DUCTS THROUGH

À STEEL PENETRATION SLEEVES

AND STUBWALL

PROPOSED BACKWALL

NOTE 7 REGARDING PLACEMENT)

APPROXIMATE LOCATIONS & STRUCTURAL STEEL

STEEL DUCTS (SEE ABUTMENT MASONRY SHEET FOR

5" SCH. 40 STEEL PIPE SLEEVE FOR PROPOSED

(TYPICAL BOTH ENDS)

EASE FUTURE CABLE INSTALLATION

TO THE ROADWAY TO PULL BOXES TO

USE 45° BENDS FROM PARALLEL

ITEM 614.523 (ITS) ITEM 614.523 (ITS) SUPPORT UNITS (TYP)

(6) INTERMEDIATE UTILITY6"x 6" ANGLE (TYP)

PROPOSED LOCATION FOR

PAY LIMITS, ITEM 614.3429 = 380'±

SUPPORT (TYP)

À INTERMEDIATE UTILITY

À EXISTING DIAPHRAGM

+50 +50+50 137136

N

` 4" x 4" x •"

SECTION AA SCALE: 1" = 1'-0"

(SUBSIDEARY TO ITEM 550.13)

NUTS AND WASHERS (TYP) PAID

Ž" Â HOLES FOR ƒ" BOLTS,

SCALE: 1" = 1'-0"

A

A

WEB (TYP)

STRINGER

INTERMEDIATE UTILITY SUPPORT

ITEM 550.13, 12 REQUIRED

L 6" x 6" x •" (8" LONG)ITEM 550.13, 6 REQUIRED

L 4" x 4" x •" (6'-3…" LONG)


ƒ" BOLTS, NUTS AND WASHERS (TYP)

Ž" Â HOLES FOR

(BRIDGE)

4" 2 DUCT STEEL CONDUIT

ITEM 614.3429, PROPOSED

INSTALLING ANGLES

ITEM 556.X01 PRIOR TO

TO BARE METAL AND PRIME PER

REMOVE EXISTING COATING ON WEB

(TYP) (SUBSIDIARY TO ITEM 614.3429)

MOUNTING & HANGER SYSTEM, 6 REQUIRED

MANUFACTURER'S RECOMMENDED CONDUIT

28335_CONDUIT.dgn Default 8/19/2015 3:51:20 PM “n18pjp”

6…"

10"

1Ž" 1Ž"

2"

5"

5"

2"

1'-

2"

5"

5"

1•

"

1'-

1"

6…" 1•"1•"

3†"

9…"

9‚

"

6†"6…"10"

COPING

2"

AS NOTED


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

28335_T2-BR-RAIL

.DGN LOCATOR 11/15/05

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

T2 STEEL BRIDGE RAIL

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 563.22, BRIDGE RAIL T2, 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

ON BOTH SIDES OF THE SPLICE TO ALLOW MOVEMENT ON EACH SIDE.

RECEIVE THE SAME TREATMENT. AT END SPLICES PIPE SPACERS SHALL BE USED

SPLICE TO ALLOW MOVEMENT ON THAT SIDE. THE TOP AND BOTTOM RAIL SHALL

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

FORMED TO THE REQUIRED CURVATURE.

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 THE STANDARD SPECIFICATIONS AND ASTM A780.

A MINIMUM 94% 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,

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

PER FHWA LETTER HMHS-B50, MARCH 11, 1999.

BY THE NEW ENGLAND TRANSPORTATION CONSORTIUM AND ACCEPTED AS NCHRP 350 TL-4

(11) THIS BRIDGE RAIL SYSTEM WAS SUCCESSFULLY CRASH TESTED FOR AASHTO PL2 IN 1994

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 563.22. 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

------------

10 13

4-14-3-6


CANAAN 103\049 28335

BRC/Super 14 20

PJPWPS 8/15 8/15

5/10/15

À RAIL POST

(TYP)1'-8" (SPLICE BAR)

(TYP)

"L" (END SPLICE BAR)

IN LOW END OF ALL RAILS

PROVIDE •" Â DRAIN HOLES

À SPLICE(± 3")

1'-6"

(TYP)

"X" @ 45°F AT EXPANSION SPLICE

SCALE: •" = 1'-0"

RAIL ELEVATION

ƒ" @ 45°F AT INTERIOR RAIL SPLICES

(± 3")

1'-6"

(± 3")

1'-6"

PAY LENGTH OF BRIDGE RAIL T2, ITEM 563.22

(TYP)

BRIDGE APPROACH RAIL T2

(TYP)

END OF DECK

DECK CORNER

NORTHWEST & SOUTHEAST

2'-0" TYPICAL AT

ALONG FACE OF RAIL

DIMENSIONS GIVEN 15 SPACES @ 7'-6" = 112'-6"

(TYP)

7" CURB REVEAL

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

3 #5 BARS *

4"

10"

CENTERED ABOUT À RAIL POST *

6„"

1•

"

9‡

"„

"

1„

"

1…"

7 #5 HOOP BARS @ 6"± = 3'-0" ±

2'-

1…

"

FAR SIDE (FRONT)

•" Â HOLE FOR †" BOLT

5"

1" POST BASE PLATE

1" Â ANCHOR RODS

FACE OF RAIL

FACE OF CURB

#5 BARS *

#5 HOOP BAR *

7"

9"

2"4"

1'-

6"

2'-

10"

1'-

0"

4"

6"

8"

4"

2"

2"

4"

4"

6"

1'-11"

1'-5"2'-

3"

2"

6…"

„" BEARING PAD

•"

DELINEATOR

RETROREFLECTIVE

SCALE: 1•" = 1'-0"

POST ASSEMBLYBACK ELEVATION VIEWSECTION VIEW

(SEE NOTE #7)

HSS 8 x 4 x Š

(SEE NOTE #7)

HSS 4 x 4 x ‚

* REINFORCING CAPACITY SHALL MEET

OR EXCEED THAT SHOWN

(SEE NOTE #18)

RETROREFLECTIVE DELINEATOR

(TYP)

1ƒ"

IN POST (TYP)

À 1„" x 1…" SLOTTED HOLES

W6 x 25 RAIL POST

(CONTRACTOR'S OPTION)

SEE DETAILS A & B

À RAIL POST

(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

"1ƒ

"

2"

4"

2"

1ƒ

"1ƒ

"

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 DETAIL

6"

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

28335_T2-BR-RAIL.dgn Default 8/19/2015 3:51:22 PM “n18pjp”

2'-

10"

2'-5„"

6 SPACES @ 1'-6ƒ" = 9'-4•" 3'-1•"

2„"1'-1‡"

2'-5„"

(TYP)

1„"

1'-8"

3"

2…

"

2'-3"

3‚"1'-0ƒ"8"

4"4"

1'-

8"

6‰

"7

†"

6‰

"

3‚"

1'-

0‚

"2'-8" MINIMUM

1'-1•"

1'-10"


BRIDGE NO.TOWN

LOCATION

STATE PROJECT

BRIDGE SHEET

OF

FILE NUMBER


DESIGNED

DRAWN

QUANTITIES CHECKED

CHECKED

CHECKED


REV. DATE

ISSUE DATESHEET SCALESUBDIRECTORY

28335_T2-APPRAIL

.DGN LOCATOR

JSZ

NHDOT

PJP

NETC/JSZ 3/02

AS NOTED

10/05

11/15/05

T2 STEEL BRIDGE APPROACH RAIL (STEEL POSTS)

5/08

NOTES:

GRADE A OR BETTER (GALVANIZED).

AND NUTS SHALL BE ASTM A563

(2) CARRIAGE BOLTS SHALL BE ASTM A307,

ADDITIONAL INFORMATION.

BRIDGE RAIL SHEET FOR NOTES AND

RAIL, UNLESS OTHERWISE NOTED. SEE

BE THE SAME AS THOSE OF THE BRIDGE

DIMENSIONS, SIZES, AND NOTES SHALL

(1) ALL BRIDGE APPROACH RAIL MATERIALS,

WELD (B-U2).

USE COMPLETE JOINT PENETRATION BUTT

(3) WELD BOTTOM SPLICE BAR TO FIT BEND.

NHDOT SPECIFICATIONS.

SHALL CONFORM TO SECTION 606 OF

(5) 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

(4) THIS BRIDGE RAIL TRANSITION SYSTEM

3/25/14BRC/Super


CANAAN 103\049 28335

------------

11 13

4-14-3-6

15 20

PJPWPS 8/15 8/15

6"

FACE OF RAIL

1'-6" ± 3" 1'-6" ± 3"

3'-0"

1'-8" OR L

POST DETAIL

SEE RAIL

RAIL ATTACHMENT METHOD (TYP)

SEE BRIDGE RAIL SHEET FORLENGTH (TYP)

8'-0" POST

(SEE DETAIL)

DEFLECTOR PLATE

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

PLATE

CONNECTION

TERMINAL CONNECTOR

THRIE BEAM

IN DIRECTION OF TRAFFIC

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

6'-3" TRANSITION SECTION

1" (TYP)

2'-10"

4" REVEAL7" REVEAL

(TYP)

END CAPS (GALVANIZED)

(GALVANIZED)

CONNECTION PLATECURB LINE

SLOPE

8'-5‚"

DETAIL A

2'-10"

SCALE: ƒ" = 1'-0"

ELEVATION - APPROACH RAIL

SCALE: ƒ" = 1'-0"

PLAN VIEW - APPROACH RAIL

A

A

BOTTOM RAIL 1‰"

TOP RAIL 0"

APPROACH RAIL) (TYP)

TO BE PAID UNDER BRIDGE

SEE NOTE #3 (END SPLICE

SPLICE BARS (BOTTOM BENT)

FLARED @ 10:1

2'-10"

1" (TYP)

(ONE PIECE)

ALL RAILS

(TYP)

•"

7" REVEAL

SECTION

FLARED

W6 x 8.5 POST (TYP)

LEVEL

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 565.222, BRIDGE APPROACH RAIL T2 (STEEL POSTS), (APPROXIMATE LENGTH = 29'-2")BRIDGE RAIL T2

2'-7"

32'-6" OF STRAIGHT GRANITE CURB, ITEM 609.01 (ROADWAY ITEM)

3'-1•" 3'-1•"

FOR W-BEAM GUARDRAIL

SYNTHETIC OFFSET BLOCK

(ROADWAY ITEM)

ITEM 202.7, REMOVAL OF GUARDRAIL

(ROADWAY ITEM)

(ITEM 606.91, RESETTING OR SETTING GUARDRAIL)

EXISTING GUARDRAIL TO BE RETAINED

BOLT (TYP)

ƒ" CARRIAGE

TOP RAIL

2…"

3Ž"

1Ž"

4Ž"

1"

2Ž"

4"

BOTTOM RAIL

SCALE: 1•" = 1'-0"

SECTION B-B (CONNECTION PLATE)

PLATE

…" CONNECTION

PLATE

DEFLECTOR

CONNECTOR

THRIE-BEAM TERMINAL

10 GAUGE PLATE OF

CONNECTOR RAIL SLOTS

OUTLINE OF TERMINAL

CONNECTION PLATE

DEFLECTOR PLATE

BOTTOM RAIL

1'-4

Ž"

TOP RAIL

CARRIAGE BOLTS (GALV.)

ƒ" Â A307 B.H.

TERMINAL CONNECTOR

OUTLINE OF

4‚"

8"3"

1'-1ƒ"

4" 4"

B

B

À W6 x 25

SCALE: 1•" = 1'-0"

DETAIL A

OVERLAPPING OF DOUBLE NESTED THRIE-BEAM NOT SHOWN FOR CLARITY

AT BOLT LINE

RAIL SLOPE SET

CONNECTION PLATE

END OF

FACE OF W6 x 8.5 POST (TYP)

À ƒ" Â HOLES AT FRONT

& 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

1'-0•"

4"

4" 2"

2Œ

"1‹

"

3•

"

6•"

SCALE: 1•" = 1'-0"

ELEVATION

PLAN

DEFLECTOR PLATE DETAIL

(GALVANIZED)

…" PLATE

(GALVANIZED)

FORƒ" Â A307 B.H. BOLT

•" x 1•" SLOTTED HOLE

LINE BEFORE BENDING)

(GRIND EDGES OF PLATE NEAR BEND

BEND LINE (ƒ" RADIUS)

TAB (TYP)

* 1" x 1" x „"

ˆ"

SCALE: 1•" = 1'-0"

END CAP DETAILS

•" RADIUS (TYP)

ROUND CORNERS

4"

TS4

8"

TS8

** 3•" TS4

** 3…" TS8

**

**

3•

"

TS

4

7…

"

TS

8

‰" PLATE

4"

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

WITH THE TOP OF CURB

SOIL SHALL BE LEVEL

SPLICE BOLT (TYP)

†" Â A307 B.H.

1"

W6 x 8.5

WITH PLATE WASHER (TYP)

†" Â A307 B.H. POST BOLT

OFFSET BLOCK

SYNTHETIC

8'-0" (

TY

P)

VA

RI

ES

1•"

4"

6…" 6„"

(TYP)

1ƒ"

À RAIL POST

SCALE: 1•" = 1'-0"

SIDE VIEW

RAIL POST (W6 x 25)

FRONT VIEW

HOLES (TYP)

À 1„" x 1…" SLOTTED

28335_T2-APPRAIL.dgn Default 8/19/2015 3:51:23 PM “n18pjp”

B

AA

B

A

20'-0"

(TYP)

3'-3"2'-

8"

(TYP)

4"

(TYP)

2'-0"

(TYP)

2'-0"

(TYP)

2'-0"

6"

(T

YP)

7"

(T

YP)

2"

2'-

0"

(T

YP)

3"

(T

YP)

6"

9"6"9"

2'-0"

6"2" 2"

10"

(TYP)

3 #4B1 (SPACE @ 5ƒ")

1'-

1•

"

CL

EA

R

3"

(TYP)

#4B1

(TYP)

4'-2"

(TYP)

1'-3"

(TYP)

4'-3"

CL

EA

R

6"

7"

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

28335_PCB-BRACED

.DGN LOCATOR

PORTABLE CONCRETE BARRIER - BRACED (1 OF 2)

ABH

ABH

------------

PJP

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"I6#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

4/30/13

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 606.4174 (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 - BRACED. CONCRETE BARRIER AND ALL ATTACHMENTS

(1) PORTABLE CONCRETE BARRIER SHALL BE FURNISHED BY THE CONTRACTOR AND PAID FOR AS ITEM 606.4174,

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

SHIMMED WITH 8" x 8" x •" PLATES & FENDER WASHERS TO FIRMLY ATTACH STRUCTURAL TUBING TO BARRIER.

GAPS CREATED BETWEEN STRUCTURAL TUBES AND CONCRETE BARRIER, DURING A RADIAL LAYOUT, SHALL BE

(5) PORTABLE CONCRETE BARRIER - BRACED, ITEM 606.4174, MAY BE INSTALLED WITH A 230' MINIMUM RADIUS.

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),


CANAAN 103\049 28335

12 13

4-14-3-6

2016

PJPWPS 8/15 8/15

BRC/MiscShts

ANCHOR RODS)

(À 1‚" Â HOLE FOR

5ƒ" (TYP)

À

(T

YP)

10"

SCALE: 1' = 1'-0"

ELEVATION

SCALE: 1' = 1'-0"

PLAN

(TYP)

1‚" Â ANCHOR HOLE

SCALE: 1" = 1'-0"

TYPICAL SECTION

R = 1" (TYP)

(TYP)

5•"

#4B1

(TYP)

R = 10"

(OPTIONAL PROVISION FOR LIFTING DEVICE)

#6 REINFORCING BAR (SKEWED)


À - 1•" I.D. PVC SLEEVE

2 #6B2

2 #6B3

(TYP)

#6B5

#6B3

#6B2

#6B4

#6B5

#6B2#6B3


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


#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)

(SEE BARRIER & STRUCTURAL TUBING SECTIONS)

‡" I.D. PVC SLEEVE

(ALTERNATE AS SHOWN)

#4B6 (TYP)

STIRRUPS @ ANCHOR HOLES)

#4B6 (ALTERNATING

(SEE JOINT ASSEMBLY)

4" x 4" x •" STEEL TUBE (TYP)

(TYP)

JOINT ASSEMBLY (SHOWN DASHED)

(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"

TYPICAL SECTION

(CONNECTION KEY)

28335_PCB-BRACED.dgn Default 8/19/2015 3:51:24 PM “n18pjp”

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

28335_PCB-BRACED

.DGN LOCATOR

PORTABLE CONCRETE BARRIER - BRACED (2 OF 2)

ABH

ABH

------------

PJP

NHDOT 7/12

8/12 8/12

8/12

8/15/12

4/30/13


CANAAN 103\049 28335

13 13

4-14-3-6

2017

PJP 8/15WPS 8/15

BRC/MiscShts

NOT TO SCALE

PLAN - BARRIER LAYOUT

BRIDGE WORK AREA

FOR ROAD CONSTRUCTION)

(REFER TO NHDOT STANDARD PLANS

SHALL BE EXTENDED AS REQUIRED

PORTABLE CONCRETE BARRIER

(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

28335_PCB-BRACED.dgn Default 8/19/2015 3:51:25 PM “n18pjp”

12'-

0"

12'-

0"

2'-8" MINIMUM

1'-0"1'-6"

(MI

NI

MU

M)

6"

3"


28335

DGN

28335_RDWY PLAN


BUREAU OF BRIDGE DESIGNDEPARTMENT OF TRANSPORTATION

18 20

SUBDIRECTORY

prj/RdwayPlans

SHEET SCALE

FILE NO. 4-14-3-6

AS NOTED

ROADWAY PLAN

CURBING NOTES

GUARDRAIL NOTES

(1) THE BURNING OR BURYING OF BRUSH IS NOT PERMITTED.

UTILITY NOTES

(2) THERE ARE NO EXISTING UTILITY UNITS ATTACHED TO EXISTING BRIDGE STRUCTURE.

APPROACHES, INCLUDING ROADWAY CROSSINGS AT VARIOUS LOCATIONS.

(1) OVERHEAD UTILITIES EXIST ALONG ROADWAY FOR THE LENGTH OF PROJECT AND

LOCATIONS BEFORE ADVANCING THE WORK.

(3) THE CONTRACTOR SHALL BE PREPARED TO VERIFY ALL POSSIBLE UNDERGROUND UTILITY

PROPOSED BRIDGE APPROACH RAIL.

GUARDRAIL BETWEEN THE END OF EXISTING BRIDGE APPROACH RAIL AND END OF THE

(1) ITEM 202.7, REMOVAL OF GUARDRAIL, SHALL BE USED FOR THE REMOVAL OF EXISTING

CONSTRUCTION PHASES.

STUBWALLS AT EACH END OF DECK TO MATCH EXISTING ROADWAY PAVEMENT DURING

OF PROPOSED GRANITE CURBING AT BRIDGE APPRAOCHES AND BEHIND PROPOSED CONCRETE

(2) ITEM 403.12, HOT BITUMINOUS PAVEMENT, HAND METHOD, SHALL BE PLACED IN FRONT

UNLESS NOTED OTHERWISE.

(ITEM 647.1) AND TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS (ITEM 646.31),

(3) ALL NEW SLOPE WORK AND DISTURBED AREAS SHALL BE TREATED WITH 3•" OF HUMUS

GRADE FOR BRIDGE APPROACHES.

PLANS. CURBING SHALL BE SET TO ACCOMODATE THE PROPOSED FINISHED ROADWAY

(1) STRAIGHT GRANITE CURB, ITEM 609.01, SHALL BE INSTALLED AS OUTLINED IN THE

ROADWAY CONSTRUCTION NOTES

EDGE OF TRAVEL WAY, RT 12' = SINGLE SOLID LINE (WHITE)

EDGE OF TRAVEL WAY, LT 12' = SINGLE SOLID LINE (WHITE)

ROADWAY CENTERLINE = 4" DOUBLE SOLID LINE (YELLOW)

OF WORK (STA. 134+50 TO STA. 138+50) DESIGNATED AS FOLLOWS:

(6) FINAL PAVEMENT MARKINGS, ITEM 632.0104, SHALL BE INSTALLED WITHIN THE LIMITS

SETTING GUARDRAIL.

GUARDRAIL LAYOUT. ALL COSTS INDLUDED IN ITEM 606.91, RESETTING OR

FROM PROPOSED BRIDGE APPROACH RAIL UNITS TO MATCH WITH EXISTING BEAM

AND THE LENGTH(S) OF RAIL ELEMENTS AS REQUIRED TO FLARE/RESET GUARDRAIL

PROPOSED BRIDGE APPROACH RAIL UNIT INCLUDING ADJUSTMENTS TO POST SPACING

(2) SECTIONS OF EXISTING BEAM GUARDRAIL SHALL BE RELOCATED AT THE END OF EACH

TO ITEM 609.01.

ONTO PROPOSED CURB SEATS AT END OF PROPOSED DECK. ALL COSTS SUBSIDIARY

(2) FIRST CURB STONE BEHIND RECONSTRUCTED BACKWALLS SHALL BE NOTCHED TO SET

PLAN DL-1, OR AS DIRECTED BY THE CONTRACT ADMINISTRATOR.

DELINEATOR WITH POST SHALL BE INSTALLED AS OUTLINED PER NHDOT HIGHWAY STANDARD

(4) ITEM 621.2, RETROREFLECTIVE BEAM GUARDRAIL DELINEATOR AND, ITEM 621.31, SINGLE

SECTIONS OF ROADWAY BEYOND PROPOSED GRANITE APPROACH CURB

- REPAIRS FOR ERODED SLOPES AT CURB FAILURE LOCATIONS AND NONCURBED

CURB WITHIN PROJECT LIMITS

- REPAIR OR REPLACEMENT OF DAMAGED SECTIONS OF EXISTING BITUMINOUS

TO THE FOLLOWING:

DIRECTED BY THE CONTRACT ADMINISTRATOR) SHALL INCLUDE, BUT NOT BE LIMITED

(7) ITEM 1008.11, ALTERATIONS AND ADDITIONS AS NEEDED - UNANTICIPATED WORK (AS

DURING PHASE 1 CONSTRUCTION.

CONSTRUCTION NOTES ON BRIDGE SHEET 2 REGARDING APPLICATION OF JOINT ADHESIVE

BASE COURSE AND HAND METHOD ASPHALT JOINTS AND AT INTERFACES AS NOTED IN THE

APPROACHES. JOINT ADHESIVE, ITEM 403.6, SHALL ALSO BE APPLIED TO ALL PHASE 2

TRANSVERSE JOINTS AT PAVEMENT MATCH AND CURBING ON BRIDGE DECK AND AT BRIDGE

JOINTS INCLUDING LONGITUDINAL JOINTS @ À ROADWAY & TRAVELWAY (AS APPLICABLE),

(5) ITEM 403.6, PAVEMENT JOINT ADHESIVE, SHALL BE APPLIED TO ALL WEARING COURSE

SCALE: 1" = 20'

ROADWAY PLAN

To DANBURY

4" DSL(Y)

4" SSL(W)

4" SSL(W)

(SEE TYPICAL BRIDGE APPROACH SECTION)

SLOPE FILLS (TYP)

To LEBANON

N

MA

SC

OM

A

RI

VE

R

134+50

LIMIT OF WORK

(SEE GUARDRAIL NOTES)

REMOVE OR RESET EXISTING BEAM GUARDRAIL (TYP)

138+50

LIMIT OF WORK

(SEE BRIDGE SHEET 3)

ITEM 645.531, SILT FENCE(SEE BRIDGE SHEET 8 FOR LAYOUT)

(TYPICAL @ FACE OF BRIDGE APPROACH RAIL)

32'-6" ITEM 609.1

137136 138 139 140135

134

NOT TO SCALE

SAWED BITUMINOUS PAVEMENT

ITEM 628.2

1•"

EXISTING PAVEMENT

(„" THICK)

BARRIER MEMBRANE

(ITEM 403.11)

1•" WEARING COURSE

(50' MINIMUM)

ITEM 417. COLD PLANING BITUMINOUS SURFACES

BRIDGE EXCAVATION

LIMIT OF

FINISHED GRADE

EXISTING ROADWAY

ITEM 403.6

PAVEMENT MATCH DETAIL


MINIMUM LENGTH = 5' PER 1" DEPTH

TEMPORARY PAVEMENT FILLET AT

BRIDGE SHEET 2)

(SEE CONSTRUCTION NOTE 9,

BITUMINOUS PAVEMENT (PHASE 1 ONLY)

1" ITEM 403.99, TEMPORARY

END OF DECK

ITEM 403.12

PLUG JOINT

ASPHALTIC

1" BASE COURSE

CONCRETE STUBWALL

SCALE: ƒ" = 1'-0"

(TYP)

PAY LIMITS ITEM 203.1

1

2

(VARIES @ END OF APPROACH RAIL)

7" REVEAL

TYPICAL BRIDGE APPROACH SECTION

OF PAVEMENT

EXISTING EDGE

FINISHED GRADE

PROPOSED

(SEE PAVEMENT MATCH)

VARIES

HUMUS

ITEM 647.1

MULCH AND TACKIFIERS

TURF ESTABLISHMENT WITH

ITEM 646.31

ITEM 609.01

(SEE ROADWAY CONSTRUCTION NOTE 2)

4•" THICK (±), 2 LIFTS MINIMUM

ITEM 403.12(8" MAXIMUM LIFT)

ITEM 304.301

FINISHED GRADE

EXISTING

89

FP41

176

GSE 1

90

FP41

177

GSE 1

91

FP41

178

GSE 1 95

FP41

179

GSE 1

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28335

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28335_PHASING



19 20

SUBDIRECTORY

prj/RdwayPlans

SHEET SCALE

FILE NO. 4-14-3-6

1" = 20'

Â1

10

EXTENSION

RECALL

5

15

4

GENERAL NOTES

THE TRANSITION AT NIGHT FOR LONG-TERM OPERATIONS.

(2) ADEQUATE AREA ILLUMINATION SHOULD BE PROVIDED TO CLEARLY IDENTIFY

CONVENTIONAL TRAFFIC SIGNALS.

SHALL MEET THE PHYSICAL DISPLAY AND OPERATIONAL REQUIREMENTS OF

REQUIREMENTS OF PART IV OF THE MUTCD. TEMPORARY TRAFFIC CONTROL

(1) SIGNALS SHALL BE INSTALLED AND OPERATED IN ACCORDANCE WITH THE

MAY BE MOUNTED WITH WARNING SIGNS, IF WARRANTED.

(3) HAZARD IDENTIFICATION BEACONS OR TYPE A FLASHING WARNING LIGHTS

HEIGHT OF SIGNAL HEADS.

(4) VERTICAL ALIGNMENT OF THE ROADWAY MAY REQUIRE ADJUSTMENTS IN THE

OR AUTOMATICALLY, ALL APPROACHES SHALL FLASH RED.

(5) WHEN THE SIGNAL IS CHANGED TO A FLASH CONDITION, EITHER MANUALLY

NOTE:

POSTED BRIDGE WIDTH SHALL BE 1 FOOT LESS THAN ACTUAL WIDTH

INITIAL

MAX 1

MAX 2

YELLOW

ALL RED

AND TIMING SEQUENCE

SIGNAL PHASING

FLASH

22

ON

---

---

Â2

10

5

15

4

22

---

---

Â3

5

3

10

4

22

---

---

OFF OFF

LAYOUT & SIGNALIZATION

TRAFFIC CONTROL - PHASING

PROVISION FOR ITEM 616.161.

(6) FOR MATERIALS REQUIRED FOR TEMPORARY SIGNALS, SEE SPECIAL

WORK. ALL COSTS SUBSIDIARY TO RESPECTIVE ITEMS.

MAINTAIN TAPE AND PAINT PAVEMENT MARKINGS THROUGHOUT DURATION OF

(7) ADDITIONAL TAPE AND/OR PAINT, AS REQUIRED, SHALL BE PROVIDED TO

137136 138 139 140

TRAFFIC LAYOUT (PHASE 1)

135

134

WORK ZONE

Â1

GO

OS

E

PO

ND

RO

AD

Â1

Â3 Â3

R10-6

ALTERNATING 1-WAY TRAFFIC

R10-11b1

Â1

R10-6R10-6

R10-6

DRUMS

Â2

Â2

(3 REQUIRED)

LOOP DETECTOR (TYP)

6' x 30'

(3 REQUIRED)

18" SSL(W), ITEM 632.3118

STOP BAR (TYP)

(TYP)

POWER SOURCE

N

(ITEM 606.4174) (TYP)

FOR TRAFFIC CONTROL - BRACED


MA

SC

OM

A

RI

VE

R

(TYP)

ITEM 606.9523

TEMPORARY IMPACT ATTENUATION DEVICE

(TYP)

5:1 TAPER, ITEM 606.417


(TYP)

ITEM 616.161

AERIAL SIGNAL CABLE

(TYP)


TEMPORARY LIGHTING

(SEE PAVEMENT MATCH, PLAN SHEET 16)

TO A MINIMUM 50' BEYOND EACH END OF DECK

TEMPORARY PAINT PAVEMENT MARKINGS SHALL EXTEND

ITEM 632.0104 (4" SSWL)

TEMPORARY PAINT MARKINGS TO LIMITS AS SHOWN

TEMPORARY TAPE LINES SHALL EXTEND FROM EACH END OF

ITEM 632.1104 (RETROREFLECTIVE TAPE, 4" LINE)

AND WITHIN TRAFFIC LAYOUT FOR CLARITY)

(TW LANES NOT SHOWN THROUGH WORK ZONE LIMITS

EXISTING TRAVELED WAY (TYPICAL EACH APPROACH)

137136 138 139 140135

134

TRAFFIC LAYOUT (PHASE 2)

WORK ZONE

Â1

GO

OS

E

PO

ND

RO

AD

Â1

Â3 Â3

R10-6

ALTERNATING 1-WAY TRAFFIC

R10-11b1

Â1

R10-6R10-6

R10-6

DRUMS

Â2

Â2

MA

SC

OM

A

RI

VE

R

(SEE PAVEMENT MATCH, PLAN SHEET 16)

TO A MINIMUM 50' BEYOND EACH END OF DECK

TEMPORARY PAINT PAVEMENT MARKINGS SHALL EXTEND

ITEM 632.0104 (4" SSWL)

TEMPORARY PAINT MARKINGS TO LIMITS AS SHOWN

TEMPORARY TAPE LINES SHALL EXTEND FROM EACH END OF

ITEM 632.1104 (RETROREFLECTIVE TAPE, 4" LINE)

AND WITHIN TRAFFIC LAYOUT FOR CLARITY)

(TW LANES NOT SHOWN THROUGH WORK ZONE LIMITS

EXISTING TRAVELED WAY (TYPICAL EACH APPROACH)

28335_PHASING.dgn Default 8/19/2015 3:51:28 PM “n18pjp”


28335

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28335_SIGNING



20 20

SUBDIRECTORY

prj/RdwayPlans

SHEET SCALE

1" = 100'

FILE NO. 4-14-3-6

NOTE:

FOR SIGNS NOT SHOWN IN THE TABLES, SEE PROPOSAL

SIGN TEXT LAYOUT

CONSTRUCTION SIGNING

TRAFFIC CONTROL -

MAS

CO

MA

RI

VE

R

GO

OSE P

ON

D

RO

AD

ST

AR

KR

OA

DHI

LL

PE

RR

Y

RO

AD

BRI

AR

RO

AD

136

132

134

130

138

142

140

144

146

148

150

152

154

156

To DANBURY

R10-6

LINE

STOP

R10-6

R10-6

R10-6

LINES

STOP

R10-11b1

W3-3

W5-3a

W5-3

G20-2a

W3-3

G20-2a

W20-1a

W20-1a

W20-1e

R50-1

W20-1C

SO

UT

H R

OA

D

126

124

128

120

122

118

To LEBANON

N

W3-3

W5-3a

W5-3

W20-1a

G20-2a

R50-1W20-1C

W20-1e

28335_SIGNING.dgn Default 8/19/2015 3:51:32 PM “n18pjp”

state project no. sheet no. total sheetsgis.dot.nh.gov/plan/28335.pop.pdfstate project no. sheet no....

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