SHEET NO. DESCRIPTION - gis.dot.nh.govgis.dot.nh.gov/plan/40422.ASB.pdf · septic tank leach field...

SHEET NO. DESCRIPTION

INDEX OF SHEETS

OR AS ORDERED.

LEVELING COURSE TO THE RATES INDICATED ON THE PLANS

MODIFY SUPERELEVATION ON EXISTING CURVES BY THE USE OF A

WITHOUT FIRST MAKING PROVISIONS FOR RELOCATION.

NO EXISTING MONUMENTS, BOUNDS, OR BENCHMARKS SHALL BE DISTURBED

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

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

REMOVE UNPROTECTED PROJECT MARKERS (SUBSIDIARY).

1

2

3

4

5

6

7

8

WILL BE USED ON THIS PROJECT:

THE FOLLOWING GENERAL NOTES

GENERAL NOTES

EQUIPMENT, ESPECIALLY CRANES AND PILE DRIVING EQUIPMENT.

EXTREME CAUTION WILL BE REQUIRED IN THE OPERATION OF

ON REGULAR POLES. THE CONTRACTOR IS ADVISED THAT

AND RUNNING ALONG THE ROAD THROUGHOUT THE PROJECT EVEN

THROUGHOUT THE PROJECT WITH CROSSINGS AT VARIOUS LOCATIONS

HIGH TENSION OVERHEAD TRANSMISSION LINES ARE LOCATED

THE CONTRACT.

MARKERS ORDERED WILL BE PAID UNDER THE APPROPRIATE ITEMS OF

BE RESET (SUBSIDIARY). ADDITIONAL DELINEATORS AND WITNESS

DETERMINED BY THE ENGINEER TO BE IN ACCEPTABLE CONDITION SHALL

EXISTING DELINEATORS AND WITNESS MARKERS THAT ARE REMOVED AND

9

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"

REVISION DATE

11-21-14

STATE PROJECT NO. SHEET NO. TOTAL SHEETS

40422

DGN

index_sheet

STATE OF NEW HAMPSHIRE

DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

2 19

AND GENERAL NOTES

INDEX OF SHEETS

17-18 PHASE ONE AND TWO TRAFFIC CONTROL

15-16 PAVEMENT MARKING AND GUARDRAIL PLANS

ROADWAY PLANS

6-14 BRIDGE NUMBER 102/120

BRIDGE PLANS

5 QUANTITIES AND BRIDGE NOTES

3,4 STANDARD SYMBOLS

2 INDEX OF SHEETS AND GENERAL NOTES

1 TITLE PAGE

6

index_sheet.dgn Default 9/14/2015 10:37:40 AM “n18gmc”

TELEPHONE POLE

POWER POLE

JOINT OCCUPANCY

MISCELLANEOUS/UNKNOWN POLE

POLE STATUS:

AS APPLICABLE e.g.:

LIGHT POLE

LIGHT ON POWER POLE

LIGHT ON JOINT POLE

(plot point at face

not center of symbol)

RIGHT-OF-WAY LINE

PROPERTY LINE

TOWN LINE

COUNTY LINE

STATE LINE

BOUND

DRILL HOLE IN ROCK

NATIONAL FOREST

(label type)

BOW

CONCORD

COOS

GRAFTON

MAINE

IRON PIPE OR PIN

NHDOT PROJECT MARKER

PEDESTAL WITH PEDESTRIAN SIGNAL

HEADS AND PUSH BUTTON UNIT

CONTROLLER CABINET

METER PEDESTAL

PULL BOX

LOOP DETECTOR (QUADRUPOLE)

LOOP DETECTOR (RECTANGULAR)

(label size)

(label size)

PROPERTY PARCEL NUMBER

HISTORIC PROPERTY

WATER SHUT OFF

GAS SHUT OFF

RAILROAD

RAILROAD SIGN

RAILROAD SIGNAL

(label ownership)

HYDRANT

UTILITY JUNCTION BOX

MAST ARM (existing)

OPTICOM RECEIVER

OPTICOM STROBE

MANHOLE

CATCH BASIN

DROP INLET

DRAINAGE PIPE (existing)

EROSION CONTROL/ STONE

SLOPE PROTECTION

(existing)

DRAINAGE

BOUNDARIES / RIGHT-OF-WAY

UTILITIES

di

cb (PROPOSED)

RCP

g os

H Y D

12

DRAINAGE PIPE (PROPOSED)

HEADER (existing & PROPOSED)

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

OPEN DITCH (PROPOSED)

SEWER

TELEPHONE

ELECTRICAL

GAS

30' MA

NEW HAMPSHIRE

S/L T/L

bnd

TOWN LINE MONUMENT

STATE LINE/

of flow

direction

show& type)

(label size

& type)

(label size

W/ FLUSHING BASIN

UNDERDRAIN (PROPOSED)

STAN'S

SIGN

MANHOLES

TRAFFIC SIGNAL

RR RIGHT-OF-WAY LINE

PROPERTY LINE (COMMON OWNER)

TAX MAP AND LOT NUMBER

protection)

(with stone outlet

6.80 Ac.±

1642/341

14

156

note if abandoned)

label size, type and

(on existing lines

UNDERGROUND UTILITIES

W/ FLUSHING BASINUNDERDRAIN (existing)

L P+04

25.0'

R T+04

25.0'

jb

M H T

M H E

M H S

M H G

SOG

W

SO

m h

e

m h

g

hy d

m ht

m h

s

wso

cc

pb

mp

PB

MP

(NOTE ANGLE FROM Å)

FENCING NOTE

CLEARING AND GRUBBING AREA

DRAINAGE NOTE

GUARDRAIL NOTE

G-1

B-1

LIGHTING NOTE

EROSION CONTROL NOTE

A

1

A

A

1

A

CONSTRUCTION NOTES

(PROPOSED)

GUY POLE OR PUSH BRACE

BENCH MARK / SURVEY DISK

METAL or PLASTIC

CURB MARK NUMBER - GRANITE

CURB MARK NUMBER - BITUMINOUS

fb

TELEPHONE

ELECTRIC

GAS

LIGHTING

FIBER OPTIC

INTELLIGENT TRANSPORTATION SYSTEM

WATER

SEWER

JB

CC

SIGNAL CONDUIT

PROPOSEDexistingPROPOSEDexisting

dh

ip

1TRAFFIC SIGNAL NOTE

OVERHEAD ELECTRIC

SHEET 2 OF 2

m h

uUNKNOWN

m hd

TRAFFIC SIGNALS / ITS

ITS NOTE 1

FIBER OPTIC DELINEATOR

s vf

ITSitsVS F

FODfod

VARIABLE SPEED LIMIT SIGN

DYNAMIC MESSAGE SIGN

FIBER OPTIC SPLICE VAULT

ROAD AND WEATHER INFO SYSTEM

CAMERA POLE (CCTV)

ITS EQUIPMENT CABINET

CONSERVATION LAND

REVISION DATE

11-21-2014


40422

DGN

stdsymb1_2



3 19

STANDARD SYMBOLS

stdsymb1_2.dgn Default 9/14/2015 10:37:41 AM “n18gmc”

w

DRIVEWAYS

BUILDINGS

FOUNDATION

STEPS AND WALK

INTERMITTENT WATER COURSE

SHORE LINE

BRUSH OR WOODS LINE

TREES (PLANS)

HEDGE

WELL

SEPTIC TANK

LEACH FIELD

GAS PUMP

FUEL TANK (ABOVE GROUND)

GRAVE

ROCK OUTCROP

ORIGINAL GROUND

(TYPICALS & SECTIONS ONLY)

(TYPICALS)

ROCK LINE

STONE WALL

RETAINING WALL (LABEL TYPE)

SIGNS

MAILBOX

(label type)

(label type)

river/stream

(deciduous)(coniferous) (stump)

(double post)

(single post)

(label type)

SATELLITE DISH ANTENNA

DELINEATED WETLAND

BORING LOCATION

TEST PIT

CONSTRUCTION BASELINE

PC, PT, POT (ON CONST BASELINE)

PI (IN CONSTRUCTION BASELINES)

INTERSECTION OR EQUATION OF

TWO LINES

ORIGINAL GROUND LINE

(PROFILES AND CROSS-SECTIONS)

PROFILE GRADE LINE

(PROFILES AND CROSS-SECTIONS)

SLOPE LINE (FILL)

SLOPE LINE (CUT)

ORIGINAL GROUND ELEVATION (LEFT)

FINISHED GRADE ELEVATION (RIGHT)

INTERSTATE NUMBERED HIGHWAY

UNITED STATES NUMBERED HIGHWAY

STATE NUMBERED HIGHWAY

PROFILES AND CROSS SECTIONS:

(label surface type)

pond

(label size & type)

FLAG POLE

ENGINEERING

SLOPE LINE

79.

14

72.

5

CLEARING LINE

EDGE OF PAVEMENT

TRAVELED WAY

ROADWAY

PROPOSED

roadway

existing

outside slope lines)

(pavement removed

be removed)

(building to

of building)

(label house or type

water body)

(label name of

fp

field

leach

retained ground)

(points toward

s

gp

ft

gr

mb

da

vpVENT PIPE

PHONE

TIDAL BUFFER ZONE

ORDINARY HIGH WATER

SPECIAL AQUATIC SITE

TOP OF BANK

TOP OF BANK & ORDINARY HIGH WATER

VERNAL POOL

INVASIVE SPECIES

SLOPE LINE

CLEARING LINE

30 31 32

GENERAL

ph

STORAGE TANK FILLER CAP

2

PUB2E

cgr

JERSEY BARRIER

fc

B

WATER FRONT BUFFER

NATURAL WOODLAND BUFFER

POTENTIAL WET AREA SYMBOL

MONITORING WELL

II

I.S.

I

I.S.INVASIVE SPECIES LABEL

TP

PRIME WETLAND

WETLAND DESIGNATION AND TYPE

293

3

102

BRIDGE CROSSINGS

STREAM OVERPASS

TREE OR STUMP (CROSS-SECTIONS)

(show station, circumference in feet & type)

existing PROPOSED

500 YEAR FLOODPLAIN BOUNDARY

100 YEAR FLOODPLAIN BOUNDARY

FLOODPLAIN / FLOODWAY

FLOODWAY

GROUND LIGHT/LAMP POST gl lp

FENCE (LABEL TYPE)

CURB (LABEL TYPE)

w

mon

SHEET 1 OF 2

NON-JURISDICTIONAL DRAINAGE AREA

COWARDIN DISTINCTION LINE

PRIME WETLAND 100' BUFFER

WIDTH AT BANK FULL

MEAN HIGH WATER

MEAN LOW WATER

DEVELOPED TIDAL BUFFER ZONE

REFERENCE LINE

SHORELAND - WETLAND

GUARDRAIL (label type)bgr

NORMAL HIGH WATER

HIGHEST OBSERVABLE TIDE LINE

PROTECTED SHORELAND

REVISION DATE

11-21-2014


40422

DGN

stdsymb1_2



4 19

STANDARD SYMBOLS

stdsymb1_2.dgn Default 9/14/2015 10:37:41 AM “n18gmc”

62'-6"62'-6"

125'-0"

22'-

0"

22'-

0"

2'-

10"

2'-

10"

10'-

0"

12'-

0"

12'-

0"

10'-

0"

49'-

8"

OU

T

TO

OU

T

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

PLAN

ELEVATION

SUBDIRECTORY

BRC/Details 40422Genplan

.DGN LOCATOR

APPLEBEE ROAD OVER BRANCH RIVER

MILTON

GENERAL PLAN AND ELEVATION

102/120 40422

2 13

8/15CKN

JER 8/15

8/15CKN130-1-3

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

8/15GMC

GMC 8/15

8/15GMC

1" = 10'-0" 6 19

N

TO ROUTE 125/ ROCHESTER

FACE OF CURB

FACE OF RAIL

BR

AN

CH

RI

VE

R

À BRG. SO. ABUTMENT (F) À BRG. NO. ABUTMENT (E)À BRG. PIER (E)

FACE OF CURB

FACE OF RAIL

8+00 7+00

106A/1

BELL ATLANTIC

3002/1

PSNH

1-1/2

BELL ATLANTIC

3002/2

PSNH

STA. 8+08.16

END OF DECK

TO MILTON MILLSSTA. 6+81.16

40422Genplan.dgn Default 9/14/2015 10:37:43 AM “n18gmc”

ITEM 538.6 (27'-0")

ITEM 403.911 1" BASE COURSE (26'-6")

ITEM 538.6 (17'-0")

ITEM 403.911 1" BASE COURSE (17'-6")

1•" WEARING COURSE (44'-0") (ROADWAY ITEM)

PHASE TWO WORK ZONE

2'-10" PHASE ONE WORK ZONE

PHASE ONE TRAFFIC (12'-0") 2'-10"

2'-10" PHASE TWO TRAFFIC (24'-0")

2'-10"

ITEM 502, 520.0201, 560.1001 (AT NORTH ABUTMENT)

ITEM 511.00, 511.02, 511.03, 520.01, 520.0201 (27'-6")

ITEM 511.00, 511.02, 511.03, 520.01, 520.0201 (16'-6")

ITEM 502, 520.0201, 560.101 (AT NORTH ABUTMENT)



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SUBDIRECTORY

BRC/ 40422Decksect

.DGN LOCATOR


MILTON

DECK PHASING

102\120 40422

3 13

8/15CKN

JER 8/15

8/15CKN130-1-3

197------------

8/15GMC

GMC 8/15

8/15GMC

AS NOTED

DECK

7•" CONCRETE

& 520.01 (TYP)

ITEMS 511.02

CONCRETE AREAS (TYP)

RANDOM DETERIORATED

SCALE: •" = 1'-0"

(LOOKING NORTH)

PHASE ONE CONSTRUCTION

‚ " / FT

FACE OF CURB

ITEM 534.3

PAY LIMITS,

(OLD N.H. ROUTE 16)

À APPLEBEE ROAD

PHASE ONE BARRIER

SCALE: •" = 1'-0"

(LOOKING NORTH)

PHASE TWO CONSTRUCTION

‚ " / FT

FACE OF CURB

(OLD N.H. ROUTE 16)

À APPLEBEE ROAD

PHASE TWO BARRIER

FACE OF CURB

ITEM 534.3

PAY LIMITS,

& 520.01 (TYP)

ITEMS 511.03

& 520.01 (TYP)

ITEMS 511.02

& 520.01 (TYP)

ITEMS 511.03

40422Decksect.dgn Default 9/14/2015 10:37:44 AM “n18gmc”

ST

UB

WA

LL

CO

NC

RE

TE

(STUBWALL)

•" PLATE

6"

PHASE ONE CONCRETE STUBWALL CONSTRUCTION = 30'-4•"

6"

PHASE ONE SINGLE LANE TWO WAY TRAFFIC = 12'-0"

2'-0"

PHASE ONE SINGLE LANE TWO WAY TRAFFIC = 12'-0"

(DIMENSIONS ARE HORIZONTAL AND GIVEN AT FACE OF ` 6"x 6"x ƒ")

PHASE ONE (STUBWALL JOINT STEEL) END OF ` 6"x 6"x ƒ") = 28'-0"

2'-10•"

PHASE ONE ITEM 502., LIMITS OF REMOVAL (31'-6" BRIDGE DECK)

534.3

ITEM

1'-6"

1'-6"

4"

1'-0"

BACKWALL

1'-6"

1'-

10•

"±

3'-0"

1'-6"

PAT LIMITS, ITEM 504.1 = 3'-6"



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SUBDIRECTORY

BRC/Details 40422NorthAbut

.DGN LOCATOR


MILTON

NORTH ABUTMENTSTUBWALL AND DETAILS

102\120 40422

4 13

8/15CKN

JER 8/15

8/15CKN130-1-3

198------------

8/15GMC

GMC 8/15

8/15GMC

AS NOTED

À CONSTRUCTION

N

À BEARING

SCALE: •" = 1'-0"

A

A

PAID UNDER ITEM 609.5 (TYP).

REMOVE AND RESET EXISTING GRANITE CURB.

AR

MO

R

•" PLATES (TYP)

DETAIL A

FOR DETAILS

SEE BACKWALL ANCHORAGES

FACE OF CURB

APPROACH SLAB

EDGE OF

CONCRETE BARRIER

TRAFFIC FACE OF

FRONT FACE OF STUBWALL

` 6"x 6"x ƒ"

PHASE ONE STUBWALL PLAN - NORTH ABUTMENT

CURB SEAT

APPROACH

APPROACH SLAB

TOP OF

EXPANSION JOINT ASSEMBLY LIMITS

AND ` 6"x 6"x ƒ"

TOP OF STUBWALL

PHASE TWOPHASE ONE

BACK EDGE OF BACKWALL

TOP OF APPROACH SLAB

PHASE LINE BOTTOM OF STUBWALL,

ABUTMENT BACKWALL

TOP OF

À CONSTRUCTION

EL. 438.54

SCALE: •" = 1'-0"

PHASE ONE STUBWALL ELEVATION - NORTH ABUTMENT

FACE OF CURB

DECK OVER BACKWALL

EXISTING TOP OF

JOINT

STUBWALL CONSTRUCTION

SEALANT ( ITEM 562.1)

SEAL WITH SILICONE JOINT

•" MORTAR JOINT

FROM END OF DECK 3'-0"± INTO DECK

ITEM 502., LIMITS OF REMOVAL

EL. 439.125

BACK EDGE OF STUBWALL

AREA ON STUBWALL (LEVEL)

TOP OF CONSTRUCTED CURB

‚

PROFILE GRADE = +2.5%

` 4" x 3" x Š"

OF W36X182

TOP FLANGE

DECK

EXISTING

ƒ" CHAMFER

SCALE: 1" = 1'-0"

SECTION A-A RECONSTRUCTION

(TYP)

TROWEL EDGE

` 6" x 6" x ƒ"

À BRG NORTH ABUTMENT

ITEM 520.0201

SUBSIDIARY TO ITEM 520.0201)

MINIMUM EMBEDMENT (ALL COSTS

(2) 1" Â ANCHOR BOLT @ 9"

APPROACH SLAB

COMPACTED TO 100%

IN 8" MAX. LAYERS,

ITEM 304.3, CONSTRUCTED

(1•" THICK)

ITEM 403.11

ITEM 538.2

OF BACKWALL

EXISTING TOP

(4•" THICK, 2 LIFTS MIN.)

ITEM 403.12

REINFORCEMENT (TYP)

RETAIN EXISTING DECK

PAID UNDER ITEM 502.

REMOVE EXISTING PLUG JOINT


SECTION A-A REMOVAL SCALE: 1" = 1'-0"

APPROACH SLAB

DEPTH VARIES

EXISTING PAVEMENT

1" DEEP

SAWCUT PAVEMENT

ITEM 628.2

(SUBSIDIARY TO ITEM 502.)

IN CONCRETE DECK

SAW NEAT LINE (1" DEEP)

JOINT

CONSTRUCTION

EXISTING BACKWALL

TO LIMITS SHOWN, PAID UNDER ITEM 502.

REMOVE EXISTING BRIDGE DECK CONCRETE

COLD PLANING (1•" DEEP)

ITEM 417. ITEM 511.01

40422NorthAbut.dgn Default 9/14/2015 10:37:45 AM “n18gmc”

ST

UB

WA

LL

CO

NC

RE

TE

(STUBWALL)

•" PLATE

2'-0"

ITEM 502., LIMITS OF REMOVAL (18'-3" DECK OUT TO OUT)

PHASE TWO (TWO WAY TRAFFIC) = 24'-0"

PHASE TWO CONCRETE STUBWALL CONSTRUCTION = 19'-4•"

(DIMENSIONS ARE HORIZONTAL AND GIVEN AT FACE OF ` 6"x 6"x ƒ")

PHASE TWO (STUBWALL JOINT STEEL) END OF ` 8"x 6"x ƒ") = 16'-0"

•" VERT PLATE

2'-10•"

PHASE TWO (TWO WAY TRAFFIC) = 24'-0"

4•" 1•"

3"

4"



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SUBDIRECTORY

BRC/Details 40422NorthAbut

.DGN LOCATOR


MILTON

ABUTMENT A EXPANSION JOINT DETAILS 2 OF 2

102\120 40422

5 13

8/15CKN

JER 8/15

8/15CKN130-1-3

9------------

8/15GMC

GMC 8/15

8/15GMC

AS NOTED

À CONSTRUCTION

NÀ BEARING

SCALE: •" = 1'-0"

PAID UNDER ITEM 609.5 (TYP).

REMOVE AND RESET EXISTING GRANITE CURB.

B-U2a

CJP

†

AR

MO

R OF STUBWALL

BACK EDGE

(8" LONG) (TYP)

†" Â STUDS

` 6" x 6" x ƒ"

EL. 439.10

AT PHASING LINE

SPLICE ` 6"x 6"x ƒ"

SEALANT ( ITEM 562.1)


•" MORTAR JOINT

AND ` 6"x 6"x ƒ"

TOP OF STUBWALL

ABUTMENT BACKWALL

TOP OF

APPROACH SLAB

TOP OF

EL. 439.46

FACE OF CURB

PHASE TWO STUBWALL PLAN - NORTH ABUTMENT

SCALE: •" = 1'-0"

PHASE TWO STUBWALL ELEVATION - NORTH ABUTMENT

FROM END OF DECK 3'-0"± INTO DECK

ITEM 502., LIMITS OF REMOVAL

AREA ON STUBWALL (LEVEL)

TOP OF CONSTRUCTED CURB

EL. 439.125

EXISTING ABUTMENT

REMOVAL LINE ON B-U2a

FOR SPLICING JOINT STEEL

STEEL BACKING PLATES

ABUTMENT

TOP OF EXISTING

N.T.S.

CONSTRUCTION

PLATES AND WELDING FOR PHASE

JOINT LIMIT. ALLOW FOR STEEL

CONCRETE BACKWALL RECONSTRUCTION

` 8x6xƒ

SPLICING DETAILS

PHASE CONSTRUCTION JOINT

OUTSIDE EDGE OF DECK

•" VERT. PLATE

‚

‚

G

SCALE: 2" = 1'-0"

DETAIL A

STEEL BOLTS

À ƒ" Â STAINLESS

(TYP)

1"

10" LONG

` 6" x 4" x •"

(MIN) (TYP)

FILLET FOR ONE FACE OF NUT)

TAPE. (TACK WELD IS ‰"

WRAP END OF BOLTS WITH TEFLON

TACK WELD NUT TO BENT PLATE

BACKWALL/ WINGWALL

FACE OF

(SUBS. TO ITEM 520.0201)

•" CORK JOINT (TYP)

FACE (TYP)

ACROSS TOP AND DOWN ABUTMENT

ITEM 562.1, •" x •" SEAL

STUBWALL

OUTSIDE EDGE OF

STOP BAR

•" x •"

WINGWALL

BACKWALL/

BACK OF

PLATE W/ Ž" Â HOLES

10•" x 2'-9" x •"

40422NorthAbut.dgn Default 9/14/2015 10:37:45 AM “n18gmc”

#5SW1E (DOWELS)

#5SW2E á

3"

6"

3"

17 #5SW1E (DOWELS) (IN PAIRS = 34 TOTAL) SP @ 1'-0" = 16'-0"

17 #5SW2E á SP W/ #5SW1E (DOWELS) @ 1'-0" = 16'-0"

28 #5SW1E (DOWELS) (IN PAIRS = 56 TOTAL) SP @ 1'-0" = 27'-0"

28 #5SW2E á SP W/ #5SW1E (DOWELS) @ 1'-0" = 27'-0"

6"

6"

#5SW2E á

#5SW1E (DOWELS)

#5SW2E á

#5SW1E (DOWELS)

#5D1E (SPL W/ EXISTING DECK REINFORCING TOP & BOT, TOTAL = 98)

(PLACE 1 #5D1E AT FACE OF CURB)

4 #5D1E (SPL W/ EXISTING DECK REINFORCING, 3 TOP

(PLACE 1 #5D1E AT FACE OF CURB)

4 #5D1E (SPL W/ EXISTING DECK REINFORCING, 3 TOP

1'-6"

1'-6"

1'-6"(MI

N)

9"

(MI

N)

9"

4"

"T"

"T"



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SUBDIRECTORY

BRC/Details 40422NorthAbutRebar

.DGN LOCATOR


MILTON

NORTH ABUTMENT REINFORCING DETAILS

102\120 40422

6 13

8/15CKN

JER 8/15

8/15CKN130-1-3

1910------------

8/15GMC

GMC 8/15

8/15GMC

AS NOTED

N

(NS, FS) (NS, FS)

#5SW5E (MC)

(NS, FS)

#5SW6E (MC) #5SW7E

(2 BOT, 1 NS, 1FS)

(2 MID, 1 NS, 1FS)

(2 TOP, 1 NS, 1FS)

6 #5SW5E (MC)

(2 BOT, 1 NS, 1FS)

(2 MID, 1 NS, 1FS)

(2 TOP, 1 NS, 1FS)

6 #5SW6E (MC)

(SEE SECT A-A & B-B)

(2 BOT, 1 NS, 1FS)

(2 MID, 1 NS, 1FS)

(2 TOP, 1 NS, 1FS)

6 #5SW7E

SCALE: •" = 1'-0"

3 #5SW1E (DOWELS) (IN PAIRS = 6 TOTAL) SP EVENLY

6 #5SW2E á (3 TOP á, 3 BOT á, SP EVENLY)(SPL W/ #5SW1E)

3 #5SW1E (DOWELS) (IN PAIRS = 6 TOTAL) SP EVENLY

6 #5SW2E á (3 TOP á, 3 BOT á, SP EVENLY)(SPL W/ #5SW1E)

SCALE: •" = 1'-0"

A

A

B

B

3 #5SW4E (TOP)

(SEE SECT A-A)

(2 BOT, 1 NS, 1FS)

(2 MID, 1 NS, 1FS)

(2 TOP, 1 NS, 1FS)

6 #5SW3E

3 #5SW4E (TOP)

#5SW4E

#5SW3E

#5SW4E

(SEE SECT A-A)

(6 TOP, 6 BOT)

12 #5D2E

(SEE SECT A-A)

(6 TOP, 6 BOT)

12 #5D5E

STUBWALL ELEVATION - NORTH ABUTMENT

ABUTMENT AND STUBWALL PLAN - NORTH ABUTMENT

(SP W/ #5D2E

6 #5D3E ç

(6 TOP, 6 BOT)

12 #5D4E MC

(6 TOP, 6 BOT)

12 #5D6E MC

(SP W/ #5D2E

6 #5D3E ç

SCALE: •" = 1'-0"

PLAN VIEW DECK - NORTH ABUTMENT

(1 NS, 1 MID, 1 FS)

(1 NS, 1 MID, 1 FS)

SCALE: 1" = 1'-0"


APPROACH SLAB

SCALE: 1" = 1'-0"


APPROACH SLAB

SCALE: 1" = 1'-0"


(DOWELS)

#5SW1E

#5SW2E á

APPROACH SLAB

(DOWELS)

#5SW1E

#5SW2E á

#5SW4E#5D1E FIELD CUT AS REQIURED

#5D5E (PH 2) SP @ 6"

#5D2E (PH 1) SP @ 6"

(EQUALLY SPACED)

#5SW7E (PH 2)

#5SW3E (PH 1)

SECTION A-A STUBWALL SECTION A-A DECK

(EQUALLY SPACED)

#5SW7E (PH 2)

#5SW3E (PH 1)

#5D1E (SPL W/ #5D5E BOT, PH 2)

(SPL W/ #5D2E BOT, PH 1)

6 #5D3E ç

SECTION B-B REINFORCING

40422NorthAbutRebar.dgn Default 9/14/2015 10:37:47 AM “n18gmc”

LEVEL

2'-10"

1"

7ƒ

"

(T

YP)

3"

(T

YP)

3"

(T

YP)

6"

LEVEL

2'-10"

1"

7ƒ

"

D

(CENTERED)

D/3

9‚"

8"

4•"

1•"

‚"

7"2"

MI

N

2" MIN

9"

1†"

‚"

…"6†"

‚"

1"

5‚

"

3"

(T

YP)

3"

(TYP)

2"

1"

4"

8"

7"

2†"

ƒ"

1'-

6‚

"

11‚

"

6‚

"

ƒ"

5‚"

7"

1•

"

1'-

4ƒ

"

3ƒ"

7‡"

1'-0‚"

3…"

1‡

"

1'-

6‚

"

1‚

"

9ƒ

"

4‚

"

5•

"

2'-6"

4•"

2'-10•"

5‚

"

3‚"

4"

1'-6"

9‚"

4"

3"

(TYP)

2•"

1•

"

3‚

"

5„

"

2‚

"

1•"

2…"

1'-10…"

9ƒ"



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SUBDIRECTORY

BRC/Details 40422ExpJoint

.DGN LOCATOR


MILTON

ABUTMENT A EXPANSION JOINT DETAILS 2 OF 2

102\120 40422

8 13

8/15CKN

JER 8/15

8/15CKN130-1-3

12------------

8/15GMC

GMC 8/15

8/15GMC

AS NOTED

‚

…TYP

G

SEALANT (ITEM 562.1)


MORTAR JOINT (TYP)

SEAL

COMPRESSION

(ROADWAY ITEM)

FINISHED GRADE

(TYP)

•" PLATES

STOP BARS

SCALE: ƒ" = 1'-0"

BRIDGE CURB

EXISTING GRANITE

CURB

BRIDGE

CONCRETE

CURB SEAT

GRANITE CURB

RESET EXISTING

CONCRETE CURB

TOP OF STUBWALL

SECTION B-B

SCALE: 1" = 1'-0"

G

TYP‚

…

G

„

SEAL (TYP)

COMPRESSION

ROUND CORNER

STOP BAR

•" x •"

GOUGE

BACK

‰

STOP BAR

•" x •"


BOTTOM OF STUBWALL

(TYP)

•" PLATES

1'-0" LONG (TYP)

` 6" x 4" x •"

SECTION C-C

` 8" x 6" x ƒ"

W/ Ž" Â HOLES (TYP)

10•" x 2'-8" x •" PLATE

91°-11'-37" LEFT SIDE

88°-48'-23" RIGHT SIDEOF WING

TOP

•" CORK JOINT

BOTTOM OF DECK

RECONSTRUCTED BACKWALL

TOP OF

(TYP)

•" PLATES

TYP

G

…

‚

ROUND CORNER

„

‰

G

GOUGE

BACK

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

COMPRESSION SEAL (TYP)

•" x •" STOP BAR


TOP OF ` 8" x 6" x ƒ"

NOT TO SCALE

BEARING STRIP DETAIL

DECK STRIP

STRIP SECTION, TO TOP OF

FOR FULL LENGTH OF DECK

BOND RUBBER BACKED SIDE,

DECK HAUNCH STRIP:

COSTS SUBSIDIARY TO ITEM 520.0201)

FOR MATERIALS AND BONDING AGENT) (ALL

QUALIFIED PRODUCTS LIST, SECTION 520,

‚" THICK MINIMUM, …" MAXIMUM) (SEE

BEARING STRIPS (RUBBER BACKED UHMW-PE,

WITH RUBBER BACKED SIDE FACE UP

HAUNCH FOR THE ENTIRE WIDTH OF DECK

1'-8" WIDE SECTION EMBEDDED INTO DECK

DECK STRIP:

OF DECK AND BACKWALL CONTACT AREA

OF BACKWALL FOR THE ENTIRE LENGTH

SIDE OF 1'-6" WIDE SECTION TO TOP

FLAT SURFACE AND BOND RUBBER BACKED

GRIND TOP OF BACKWALL TO A SMOOTH

BACKWALL STRIP:

R=1ƒ"

SCALE: 3" = 1'-0"

ŠTYP

32°-00'-00"

BAR

#5 REINFORCING

•"x 8"x 5"

STEEL PLATE

ANCHORAGE DETAIL

BACKWALL

ƒ" CLIP

•" CLIP

ŠTYP

R=1ƒ"

SCALE: 3" = 1'-0"

•"x 5‚"x 5"

STEEL PLATE

#5 REINFORCING BAR

EXPANSION ANCHORAGE DETAIL

OUTSIDE EDGE OF DECK

•" VERT. PLATE

‚

‚

G

SCALE: 2" = 1'-0"

DETAIL A

STEEL BOLTS

À ƒ" Â STAINLESS

(TYP)

1"

10" LONG

` 6" x 4" x •"

STOP BARS

•" x •"

(MIN) (TYP)

FILLET FOR ONE FACE OF NUT)

TAPE. (TACK WELD IS ‰"

WRAP END OF BOLTS WITH TEFLON

TACK WELD NUT TO BENT PLATE

BACKWALL/ WINGWALL

FACE OF

(SUBS. TO ITEM 520.0201)

•" CORK JOINT (TYP)

FACE (TYP)

ACROSS TOP AND DOWN ABUTMENT

ITEM 562.1, •" x •" SEAL

STUBWALL

OUTSIDE EDGE OF

PLATE W/ Ž" Â HOLES

10•" x 2'-8" x •"

WINGWALL

BACKWALL/

BACK OF

SCALE: 1•" = 1'-0"

UPRIGHT PLATE

SLOTTED HOLE

À 1"x 3"

(ADJUSTABLE)

STUBWALL EXPANSION JOINT SUPPORT

1'-2" LONG (TYP)

1" Â ANCHOR BOLTS

CONCRETE (TYP)

ADJUSTMENT PRIOR TO PLACING

FIELD WELD PLATES AFTER FINAL

SLOTTED HOLE FOR ƒ" Â BOLT.

•" UPRIGHT PLATE W/ 1"x 3"

SCALE: 1•" = 1'-0"

(COST INCLUDED IN ITEM 560.101)

AND GROUT) (9" MIN. EMBEDMENT)

FOR TWO 1" Â ANCHOR BOLTS (DRILL

BOLT. TWO 1„" x 2" SLOTTED HOLES

SLOTTED HOLE FOR ƒ" Â ADJUSTING

WT 6x32.5 x 6" LONG WITH 1"x 3"

SLOTTED HOLES

À 1"x 3"

•" CHAMFER

•" PLATE

SCALE: 1•" = 1'-0"

(ADJUSTABLE)

DECK SIDE EXPANSION JOINT SUPPORT

PLACE ON TOP OF DECK HAUNCH BEARING STRIP

SLOTTED HOLE FOR ƒ" Â ADJUSTING BOLT)

WT 6x7 (3" WIDE) WITH (Ž"x 2•" LONG

ADJUSTMENT PRIOR TO PLACING CONCRETE (TYP)

FOR ƒ" Â BOLT. FIELD WELD PLATES AFTER FINAL

` 6"x 6"x •" x 9" LONG W/ 1"x 3" SLOTTED HOLES

40422ExpJoint.dgn Default 9/14/2015 10:37:48 AM “n18gmc”

N

FACE OF CURB

FACE OF RAIL

BR

AN

CH

RI

VE

R

FACE OF CURB

FACE OF RAIL

PC

ST

A. 8

+7

7.

80

8+00 7+00 6+009+00

10+00

11

+00

331/106A

VERIZON

300/178

PSNH

106A/1

BELL ATLANTIC

3002/1

PSNH

1-1/2

BELL ATLANTIC

3002/2

PSNH



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

N

R

+44

RT. 32'

RT. 26'

+41

N

RT. 32'

+34R

RT. 26'

+41

E = 34.79'

L = 207.78'

T = 117.20'

R = 180.00'

= 66°-08' 17"

P.I. STA. 9+95.00

(103'±)

GUARDRAIL

REMOVAL OF

ITEM 202.7

(251'±)

GUARDRAIL

REMOVAL OF

ITEM 202.7

(289'±)

GUARDRAIL

REMOVAL OF

ITEM 202.7

(208'±)

GUARDRAIL

REMOVAL OF

ITEM 202.7

RAIL AND CURB NOTES

D1 = 4 UNITS

D. ITEM 606.1255, BEAM GUARDRAIL (TERMINAL UNITS TYPE EAGRT 25 FT) (STEEL POSTS)

E1 = 4 UNITS

E. ITEM 203.55551, GUARDRAIL 25 FT, EAGRT PLATFORM ALTERNATE

A1 B2 A1 = 2 UNITS

A. ITEM 565.92, BRIDGE APPROACH RAIL (STEEL POSTS)

B1 = 2 UNITS

B. ITEM 565.929, BRIDGE APPROACH RAIL (STEEL POSTS)(MODIFIED)

TOTAL ITEM PAY LENGTH = 975'-0" LF

C4 = 287'-6"

C3 = 212'-6"

C2 = 381'-3"

C1 = 93'-9"

C. ITEM 606.120, BEAM GUARDRAIL (STANDARD SECTION-STEEL POSTS)

TOTAL ITEM PAY LENGTH = 2600 LF

X. ITEM 632.911, OBLITERATE PAVE. MARKING LINE, 12" WIDE & UNDER

C1

C3

C2

C4

E1

D1

E1

D1

4" SSLW

4" DSLY

4" SSLW

TO MILTON MILLS

PT STA.

10+8

5.58

TO ROUTE125/ ROCHESTER

CONSTRUCTION

LIMIT OF

18" SSLW(T)

N.H. R

OUTE 12

5

SUBDIRECTORY

BRC/Details 40422RoadPlan

.DGN LOCATOR


MILTON 102/120 40422

13

130-1-3

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

GMC 8/15

1" =20'-0' 15 19

PAVEMENT MARKINGS AND GUARDRAIL PLAN (1 OF 2)

GMC

GMC

CKN

CKN

JER

8/15

8/15 8/15

8/15

8/15

11

40422RoadPlan.dgn Default 9/14/2015 10:37:52 AM “n18gmc”

6+00 5+00

4+00

3+00

2

BELL ATLANTIC

3002/3

PSNH

3002/4

PSNH

2S

BELL ATLANTIC

3002/3S

PSNH

2-1/2

BELL ATLANTIC

106A

BELL ATLANTIC

3002/5



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

N

5+50

N

RT. 32'

+78R +81

RT. 28.5'

N

LT. 32'

+78

R +81

LT. 22.5'

PT

ST

A. 5

+5

0.

00

PO

C

ST

A. 3

+00.00

E = 5.09'

L = 300.00'

T = 150.23'

R = 2213.00'

= 7°-40'-02"

P.I. STA. 4+00.23

(289'±)

GUARDRAIL

REMOVAL OF

ITEM 202.7

(208'±)

GUARDRAIL

REMOVAL OF

ITEM 202.7

C4

C2

E1

D1

E1

D1

4" DSLY

4" SSLW

4" SSLW

NOT TO SCALE

PAVEMENT MATCH DETAIL

EXISTING SURFACE

BITUMINOUS PAVEMENT

ITEM 628.2 - SAWED

1" WEARING COURSE INLAY

HOT BITUMINOUS PAVEMENT, MACHINE METHOD,

ITEM 403.11 -

BRIDGE DECK

200'± 317'±EXISTING SURFACE

BITUMINOUS PAVEMENT

ITEM 628.2 - SAWED

10 FT/INCH OF DEPTH)

(MIN LENGTH =

SUBSIDIARY TO ITEM 403.11

TEMPORARY PAVEMENT FILLETSURFACES 1•"

BITUMINOUS

COLD PLANING OF

ITEM 417.

SURFACES 1•"

BITUMINOUS

COLD PLANING OF

ITEM 417.

10 FT/INCH OF DEPTH)

(MIN LENGTH =

SUBSIDIARY TO ITEM 403.11

TEMPORARY PAVEMENT FILLET

LIMIT OF PAVEMENT WORK

STA. 10+10

LIMIT OF PAVEMENT WORK

STA. 3+00

CONSTRUCTION

LIMIT OF

SUBDIRECTORY

BRC/Details 40422RoadPlan

.DGN LOCATOR


MILTON 102/120 40422

13

130-1-3

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

GMC 8/15

1" =20'-0' 16 19

PAVEMENT MARKINGS AND GUARDRAIL PLAN (2 OF 2)

JER

CKN

CKN

GMC

GMC

8/15

8/15 8/15

8/15

8/15

12

40422RoadPlan.dgn Default 9/14/2015 10:37:53 AM “n18gmc”



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

TEMPORARY SIGNALS

YELLOW

ALL RED

RECALL

DETECTOR

FLASH

MAXIMUM I

MAXIMUM II

Â2Â1

NL NL

5

5 3

30 15

4 4

20 20

FR

ON OFF

10

FR

SECONDS

IN

TIMING

INITIAL

EXTENSION

--- ---

VEHICLE SPEED

TIMING BASED ON 20 MPH

Â1 Â2

R

Y

G

SIGNAL HEADS

5" LOUVERED BACK PLATE

ALL LENSES 12" WITH

PHASE DIAGRAM

PHASE 2 TRAFFIC CONTROL

SCALE: 1" = 40'-0"


SCALE: 1" = 40'-0"

N

W20-1e:

W20-1c:

W20-1a:

R50-1:

G20-2a:

3

3

3

3

3

ITEM 616.161 - TRAFFIC SIGNALS (TEMPORARY)

CC

PREEMPT STROBE

TEMPORARY LIGHT

SIGNAL CONDUIT

SIGN

PREEMPT RECEIVER

CONTROL CABINET

SIGNAL HEAD

SIGNAL LEGEND

PAVEMENT MARKING NOTES

1. ALL SYMBOLS, WORDS, TRANSVERSE MARKINGS (STOP BARS,

CROSSWALK LINES, AND RAILROAD SYMBOLS), LANE LINES AND

ALL OTHER MARKINGS NOTED WITH (T) SHALL BE

THERMOPLASTIC.

TO PAVEMENT MARKING.

PAVEMENT MARKINGS SHALL EXTEND BEYOND PROJECT PAVING

LIMITS TO OVERLAP EXISTING MARKINGS DISTURBED BY

CONSTRUCTION.

THE CONTRACTOR SHALL CONTACT LEAH SAVAGE AT THE NHDOT

BUREAU OF TRAFFIC AT (603)271-2291 ONE WEEK PRIOR

2.

3.

Â1 & Â2

Â2

Â1

APPROACHES

SB, EB & WB

PHASE 1 & 2

TTC SIGNS

GENERAL NOTES

1. SEE WORK ZONE TRAFFIC CONTROL STANDARD PLANS TC-1 AND TC-2 FOR ADDITIONAL DETAILS.

2. REMOVE ALL EXISTING PAVEMENT MARKING LINES FROM STOP BAR TO STOP BAR PRIOR TO PHASE 1.

PREEMPTION NOTES

BY THE CONTRACTOR, ENGINEER, AND THE TOWN OF MILTON FIRE DEPARTMENT.

1. LOCATION OF EMERGENCY VEHICLE PREEMPTION RECIEVERS WILL BE DETERMINED IN THE FIELD

2. PREEMPTION SIGNAL SHALL BE SERVICED ON A FIRST COME-FIRST-SERVE BASIS.

ARE TO BE TERMINATED BY PREEMTION DEMAND.

3. MINIMUM GREEN AND NORMAL VEHICLE CLEARANCE TIMES SHALL BE PROVIDED ON PHASES THAT

THE CONTRACTOR.

3. DESIGN OF THE SIGNAL SUPPORTS AND ANY REQUIRED GUYING SHALL BE THE RESPONSIBILITY OF

PLACED AS TO CREATE A HAZARD TO TRAVELING PUBLIC.

4. POLES SUPPORTING SPAN WIRES SHALL BE ADEQUATELY SPACED AND GUYED AND SHALL NOT BE

THE CONTRACTOR AND APPROVED BY THE ENGINEER.

5. THE POWER SOURCE AND LOCATION OF THE POLE MOUNTED CONTROLLER SHALL BE DETERMINED BY

SUBDIRECTORY

Cadd/Trf 40422 TTC

.DGN LOCATOR


MILTON

PHASE ONE & TWO TRAFFIC CONTROL

102\120 40422

13 13

8/15NHDOT

NHDOT 8/15

8/15NHDOT130-1-3

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

8/15KGS

KGS 8/15

8/15KGS

AS NOTED 17 19


SCALE: 1" = 40'-0"

N

R

+44

RT. 32'

RT. 26'

+41

N

RT. 32'

+34

R

RT. 26'

+41

N

RT. 32'

+78

R +81

RT. 28.5'

N

LT. 32'

+78

R +81

LT. 22.5'

W3-3

R10-6

W5-3

R10-6

W3-3

W5-3

R3-8(35)M

INTERSECTION

500' FROM

M6-1L

W20-1a

INTERSECTION

500'FROM

M6-1R

W20-1a

W20-1a

M6-1L

INTERSECTION

750' FROM

W23-2

NH ROUTE

125

NH ROUTE

125

Â1

Â1

Â2

Â2

CC

ZONE

VIDEO DETECTION

CAMERA

CAMERA

ZONE

DETECTION

VIDEO

18"SSL(W)

18"SSL(W)

4"SSL(W)


SCALE: 1" = 40'-0"

N

R

+44

RT. 32'

RT. 26'

+41

N

RT. 32'

+34

R

RT. 26'

+41

N

RT. 32'

+78

R +81

RT. 28.5'

N

LT. 32'

+78

R +81

LT. 22.5'

W13-1(20)

W24-1R

W3-3

R10-6

W5-3

R10-6

W3-3

W5-3

W13-1(20)

W24-1RR3-8(35)M

INTERSECTION

500' FROM

M6-1L

W20-1a

INTERSECTION

500'FROM

M6-1R

W20-1a

W20-1a

M6-1L

INTERSECTION

750' FROM

W23-2

NH ROUTE

125

NH ROUTE

125

CC

4"SSL(W)

4"DSL(Y)

40422 TTC.dgn Phases 9/14/2015 10:37:55 AM “n18gmc”

55°

10°

GENERAL NOTES

SECTION THRU RAIL ELEMENT

TYPICAL SIDE VIEW

SAMPLE GUARDRAIL INSTALLATION LAYOUT

STANDARD SECTION

PLAN

ELEVATION

5‡" 4"

7'-0"

W6 x 8.5

7"

1„"

6'-3"

2"

1"

8•"

ž"

®" R

1„"

14"

12‚

"

7'-

0"

12‚"

…" R

•" R

•" R

ˆ"

3‰

"

2Š"

2‚

"

3‚" 1„" 3‚" 2Š"

1ˆ

"

1˜

"

55°

NEUTRAL AXIS

FRONTSIDE

STANDARD SECTION

W-BEAM

PAY LIMITS FOR STANDARD SECTION

2.

3.

4.

5.

(SHOWN WITH FASTENERS)

STEEL POST

SPLICE BOLT SLOT

NOTE: LAP RAIL IN DIRECTION OF TRAFFIC

1.

EDGE OF PAVEMENT

SHOULDER GRADE AT

RAIL

FACE OF

PAVEMENT

EDGE OF

12 GAUGE (0.109")

SHEET THICKNESS

5/8" BUTTON HEAD BOLT AND RECESSED NUT

†"

•"

Š"

†"

Â

1„

"

1Š"

1…" R

“" 1‚"

•"

1‚"

2"

9•"

T INTENDED USEL

SHOULDER

L

T

FULL LENGTH THREAD RAIL SPLICE BOLTS

POST BOLT (STEEL POSTS)

POST BOLT

RECESS BOTH SIDES

1"Â x „" DEEP

4" MIN. THREAD LENGTH

DESIGNATOR

FBB01

FBB02

FBB03

[FBB01-03]

EAGRT TERMINAL UNIT EAGRT TERMINAL UNIT

37'-6" OR 12'-6" 37'-6" OR 12'-6"

6.

7.

8.

[FBB03]

1'-

2"7

"

1„"1„"

TOP FRONT

Ž"Â HOLE4•"

6"

7ƒ

"

7•

"

OFFSET BLOCK

SYNTHETIC

ƒ" Â HOLE

(TYP.)

6" x 8" WOOD OFFSET BLOCK (TYP.)

4" x 6" STEEL POST WITH

31" TYP.

1ƒ" MIN. THREAD LENGTH

AT BEAM SPLICE

ELEVATION VIEW

31"

2•"

ƒ"

…" R

BOLT SLOT

3'-1•"(TYP.)

6'-3"

3'-1•"6'-3" 6'-3"

3'-1•"

TERMINAL OR APPROACH UNIT

1"

7"

1„"3

1"

25"

4'-4"

2"

(SHOWN WITH FASTENERS)

TYPICAL FRONT VIEW

ON THE TYPICAL SECTION

FACE OF GUARDRAIL AS SHOWN

*

SYNTHETIC OFFSET BLOCK

TRAFFIC

HEAD SPLICE BOLT

[FBB01] BUTTON

POST BOLT

BUTTON HEAD

3'-1•"

12'-6"

TO ITEM 606.18001

POST SUBSIDIARY

* ADDITIONAL STEEL

DETAILS FOR DIMENSIONS

SPLICE BOLT SLOT

SEE BOLT SLOT/

*

APPROACH UNIT, ETC.

TERMINAL UNIT, BRIDGE

USE APPROPRIATE APPROVED

STEEL POST

STRUCTURAL SHAPE

(SHOWN)

WHICH HAVE ONLY BEEN TESTED AT 27".

OVER 50 FEET FOR ALL TERMINAL UNITS

TRANSITION RAIL HEIGHT FROM 31" TO 27"

3'-1•"

REVISION DATE

08-15-13

AT THIS TIME (NOMINALLY 25'=0")]

[8 SPACE W-BEAM GUARDRAIL UNDESIGNATED

RWM04a (NOMINALLY 12'-6")]

[4 SPACE W-BEAM GUARDRAIL DESIGNATED

USE: WHEREVER GUARDRAIL IS REQUIRED

PAID: LINEAR FOOT

ITEM 606.18001 - 31" W-BEAM GUARDRAIL WITH 8" OFFSET BLOCK (STEEL POST)

ROADSIDE BARRIER - SEE NOTE NO. 1

SEE NOTE 5

FOR MASH TEST LEVEL 3.

THIS GUARDRAIL SYSTEM HAS RECEIVED A FEDERAL ELIGIBILITY LETTER

AND DETAILS REMAIN IN FORCE.

C) ALL OTHER REQUIREMENTS OF THE PERTINENT SPECIFICATIONS

PLANS BUT IT MAY BE MORE.

THE SLOPE SHALL NOT BE LESS THAN WHAT IS SHOWN ON THE

B) THE DISTANCE FROM THE BACK OF THE POST TO THE BREAK IN

AT THE INDICATED LOCATION AS SHOWN ON THE PLANS, AND

A) THE FACE OF RAIL SHALL REMAIN AT THE EDGE OF PAVEMENT OR

SHOWN ON THE PLANS, THE FOLLOWING APPLIES:

OFFSET BLOCKS THAT HAVE OTHER THAN THE NOMINAL DIMENSIONS AS

THE NORMAL CONTEXT OF NOMINAL DIMENSIONS. IN ORDER TO USE ANY

HAVE DIMENSIONS THAT VARY MORE THAN WOULD BE CONSIDERED WITHIN

HIGHER IN THE FUTURE. SOME OF THESE OFFSET BLOCKS HAVE OR MAY

CRITERIA. OTHERS MAY BE ADDED UNDER MASH AT TEST LEVEL 3 OR

ELIGIBLE FOR FEDERAL PARTICIPATION PER NCHRP 350 TEST LEVEL 3

THE FHWA HAS LISTED OFFSET BLOCKS ON THEIR WEBSITE THAT ARE

SLOPE.

SHALL BE 2' OR GREATER TO ANY STABLE SOIL OR ROCK LINED

B) THE DISTANCE FROM THE BACK OF POST TO THE BREAK IN SLOPE

AT LEAST 1' BEHIND THE POST TO THE SLOPE BREAK OR

A) THE SLOPE BEHIND GUARDRAIL SHALL BE 4:1 OR FLATTER WITH

EITHER:

IN ORDER TO USE POSTS SHORTER THAN 7', BUT NOT LESS THAN 6',

10:1 OR FLATTER REGARDLESS OF OFFSET.

III. IS NOT BEHIND A CURB BUT IS ON A SLOPE THAT IS

TICAL CURB OR

II. IS AT THE BACK EDGE OF SIDEWALK FRONTED BY VER-

I. 6' OR MORE BEHIND THE FACE OF A SLOPE CURB OR

THE FACE OF RAIL IS OFFSET FROM THE EDGE OF PAVEMENT

B) SET THE HEIGHT FROM THE GROUND AT THE FACE OF RAIL WHEN

CURBED SECTION.

WITH CURB AT THE EDGE OF PAVEMENT OR WHEN IN AN UN-

THE FACE OF RAIL IS AT THE EDGE OF PAVEMENT, WHETHER

A) SET THE HEIGHT OF RAIL FROM THE EDGE OF PAVEMENT WHEN

ESTABLISH RAIL HEIGHT AS FOLLOWS:

300' RADIUS.

USE 12'-6" LENGTH RAIL ELEMENTS IN RAIL CURVES OF LESS THAN

FOR THEIR PROPRIETARY PRODUCTS.

OTHER STANDARD SHEETS OR AS REQUIRED BY THE MANUFACTURERS

ONLY USE RECTANGULAR PLATE WASHERS [FWR03] WHERE SHOWN ON THE

AASHTO'S "A GUIDE TO STANDARDIZED HIGHWAY BARRIER HARDWARE".

ITEMS IN BRACKETS [ ] ARE DESCRIBED IN

CRASH CUSHION AS WELL AS THE ENTIRE G-2 TERMINAL UNIT.

THIS IS THE GATING PORTION OF A GUARDRAIL TERMINAL UNIT OR

EDITION OF THE AASHTO ROADSIDE DESIGN GUIDE. EXCLUDED FROM

THE DEFINITION OF ROADSIDE BARRIER IS PER THE LATEST ADOPTED

STANDARD ELEMENTS

TRAFFIC

IMPACTS.

CRASH WORTHY FOR END-ON

ANCHORAGE ONLY, NOT

TERMINAL UNIT TYPE G-2.

3'-1•"

PLATFORM FOR OFFSET EAGRT)

(PREFERRED PLATFORM & ALTERNATIVE

PLATFORM'S FOR OFFSET EAGRT'S

LAYOUT GR-3, SEE SPECIAL DETAILS

GUARDRAIL SHOWN WITH EAGRT PLATFORM

NOTE:


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mash_gr_02a



18 19

& HARDWARE DETAILS

STANDARD SECTION-STEEL POSTS

31" BEAM GUARDRAIL

mash_gr_02a.dgn Default 9/14/2015 10:37:56 AM “n18gmc”

B

A

B

A

REVISION DATE

11/24/14

25' EAGRT UNIT

A

A

B B

4:1 TAPER

40'

AT 25:1 TAPER

25' EAGRT

EDGE OF PAVEMENT

PARALLEL TO

STANDARD GUARDRAIL

12'-6"

12'-6" AT 10:1

TAPERED RAIL

AT EDGE OF PAVEMENT

STANDARD BEAM GUARDRAIL

FL

AT

TE

R

4:

1

OR

FL

AT

TE

R

4:

1

OR

FL

AT

TE

R

4:

1

OR

BACK OF POST

2'-0" FROM

FACE OF RAIL

2'-6" FROM

NORMAL SLOPE BREAK

EDGE OF PAVEMENT

TRAFFIC

X%

10'Y%

Z%

TO EDGE OF PAVEMENT

FROM FACE OF GUARDRAIL

2'-3" OFFSET

IN SHADED AREA

10:1 OR FLATTER

IN TAPER AREA

TO SHOULDER SLOPE

TRANSITION FROM 10:1

SHOULDER BREAK

4:1 OR FLATTER

"NORMAL" ROADWAY SLOPE

PLATFORM SLOPE GRADING

SECTION A-A

EDGE OF PLATFORM

SLOPE BREAK AT

FLATTER

10:1 OR

ROADWAY SLOPE

PLATFORM APPROACH GRADING

SECTION B-B

EDGE OF PLATFORM

SLOPE BREAK AT

Z%Y%

X%

NOT EXCEED 10%

BETWEEN X AND Y, AND Y AND Z SHALL

THE ALGEBRAIC DIFFERENCE IN GRADE

Z: LONGITUDINAL GRADE OF PLATFORM

Y: LONGITUDINAL GRADE OF PLATFORM APPROACH

ADVANCE OF PLATFORM

X: LONGITUDINAL GRADE OF ROADWAY SLOPE IN

50' EAGRT UNIT

40'

AT 50:1 TAPER

50' EAGRTTO E.P.

PARALLEL

STANDARD RAIL

25'

12'-6"

25' AT 15:1

TAPERED RAIL

AT EDGE OF PAVEMENT

STANDARD BEAM GUARDRAIL

25'

FL

AT

TE

R

4:

1

OR

FL

AT

TE

R

4:

1

OR

FL

AT

TE

R

4:

1

OR

4:1 TAPER

BACK OF POST

2'-0" FROM

FACE OF RAIL

2'-6" FROM

NORMAL SLOPE BREAK

TRAFFIC

EDGE OF PAVEMENTX%

10'Y%

Z%

TO EDGE OF PAVEMENT

FROM FACE OF GUARDRAIL

2'-8" OFFSET

IN SHADED AREA

10:1 OR FLATTER

IN TAPER AREA

TO SHOULDER SLOPE

TRANSITION FROM 10:1


40422

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19 19

GUARDRAIL TERMINAL (EAGRT)

OFFSET ENERGY ABSORBING

PREFERRED PLATFORM FOR

prf_pltfrm_offst.dgn Default 9/14/2015 10:37:57 AM “n18gmc”

Date post:	14-May-2018
Category:	Documents
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