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

WETLANDS

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

mb

da

vpVENT PIPE

PHONE

TIDAL BUFFER ZONE

ORDINARY HIGH WATER

HIGHEST OBSERVABLE TIDAL LINE

MEAN HIGH TIDE

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

GUARDRAIL (LABEL TYPE)

cgr

bgr

JERSEY BARRIER

fc

B

WATER FRONT BUFFER

NATURAL WOODLAND BUFFER

PROTECTED SHORE LAND

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

MEDIAN CGR

BGR

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REVISION DATE

3-15-13

STATE PROJECT NO. SHEET NO. TOTAL SHEETS

25481

DGN

25481SYM

STATE OF NEW HAMPSHIRE

DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

2 28

STANDARD SYMBOLS

gr

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

LCHIP CONSERVATION EASEMENT

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 ¯)

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

UNKNOWN

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

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FILE:

DATE: TIME:

USER:

m h

u

m hd

REVISION DATE

3-15-13

STATE PROJECT NO. SHEET NO. TOTAL SHEETS

25481

DGN

25481SYM

STATE OF NEW HAMPSHIRE

DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

3 28

STANDARD SYMBOLS

NHDOT

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6:46:51 PM

FILE:

DATE: TIME:

USER:

1’-0"

Existing Edge

of Travelway

Existing Edge

of Pavement

BARRIER

CONCRETE

FACE OF

4:1

2’-3"

OR

2’-0"

Existing Edge

of Travelway

Existing Edge

of Pavement

Existing Edge

of Travelway

Existing Edge

of Pavement

15’-0" TO 35’-0"

VARIES

Original Ground

16’-0" TO 34’-0"

VARIES

ITEM 647.1 - HUMUS

À PROP. DITCH

(10:1 MAX.)

VARIES

À POST

(10:1 MAX.)

VARIES

MATCH EXISTING (10:1 MAX.)

VARIES 0’-0" TO 13’-0"

MATCH EXISTING (10:1 MAX.)

VARIES 1’-0" TO 9’-0"

ITEM 647.1 - HUMUS

ITEM 646.31 - TURF ESTABLISHMENT

WITH MULCH AND TACKIFIERS

N.H. ROUTE 101

¯ CONST.

N.H. ROUTE 101

¯ CONST.

WITH MULCH AND TACKIFIERS

ITEM 646.31 - TURF ESTABLISHMENT

EMBANKMENT-IN-PLACE (F)

ITEM 203.6 -

FACE OF RAIL

1’-0"

1’-0"

Existing Edge

of Pavement

Existing Edge

of Travelway

Original Ground

Existing Edge

of Travelway

Existing Edge

of Pavement

10:1

2:1

2’-6"

Original Ground

Existing Edge

of Travelway

Existing Edge

of Pavement

2:1

10:1

2’-6"

18"

18"

EMBANKMENT-IN-PLACE (F)

ITEM 203.6 -

FACE OF RAIL FACE OF RAIL

1’-0"

1’-0" WITH 8" OFFSET BLOCKS (STEEL POST)

ITEM 606.18001 - 31" W-BEAM GUARDRAIL

WITH 8" OFFSET BLOCKS (STEEL POST)

ITEM 606.18001 - 31" W-BEAM GUARDRAIL

N.H. ROUTE 101

¯ CONST.

N.H. ROUTE 101

¯ CONST.

ITEM 203.6 - EMBANKMENT-IN-PLACE (F)

CATCH BASIN & DROP INLET

ITEM 604.4 - RECONSRUCTING/ADJUSTING

4:1

2’-6"

5.0%

Existing Edge

of Travelway

Existing Edge

of Pavement

N.H. ROUTE 101

¯ CONST.

N.H. ROUTE 101

¯ CONST.

TYPICAL SECTION "F"TYPICAL SECTION "E"

SCALE: �" = 1’-0"

TABLES FOR LOCATIONS

REFER TO TYPICAL SECTION

TYPICAL SECTION "C"

TYPICAL SECTION "G"

TYPICAL SECTION "D"

6:1

10:1

4:12:1

10:1

ITEM 647.1 - HUMUS

6:1Original Ground

EMBANKMENT-IN-PLACE (F)

ITEM 203.6 -

SAW CUT

Existing Edge

of Travelway

Existing Edge

of Pavement

N.H. ROUTE 101

¯ CONST.

6:1

2:1

ITEM 647.1 - HUMUS

Original Ground

2’-6"

5.0%

TYPICAL SECTION "A"

Existing Edge

of Pavement

Existing Edge

of Travelway

ITEM 647.1 - HUMUS

1’-0"1’-0"

BARRIER

CONCRETE

FACE OF

4:1

2’-3"

OR

2’-0" N.H. ROUTE 101

¯ CONST.

WITH MULCH AND TACKIFIERS

ITEM 646.31 - TURF ESTABLISHMENT

EMBANKMENT-IN-PLACE (F)

ITEM 203.6 -

TYPICAL SECTION "B"

SAW CUT

2:1

6:1

Original Ground

EMBANKMENT-IN-PLACE (F)

ITEM 203.6 -

MULCH AND TACKIFIERS

ESTABLISHMENT WITH

ITEM 646.31 - TURF

Original GroundOriginal Ground

SCALE: �" = 1’-0"

STA. 300+50, LT TO STA. 308+80, LT

WITH MULCH AND TACKIFIERS

ITEM 646.31 - TURF ESTABLISHMENT

WITH MULCH AND TACKIFIERS (TYP.)

ITEM 646.31 - TURF ESTABLISHMENT

ITEM 647.1 - HUMUS (TYP.)

WITH MULCH AND TACKIFIERS (TYP.)

ITEM 646.31 - TURF ESTABLISHMENT

ITEM 647.1 - HUMUS (TYP.)

CONCRETE MEDIAN BARRIER

(6" DEEP)

PAVEMENT, HAND METHOD

ITEM 403.12 - HOT BITUMINOUS

2:1

CONCRETE MEDIAN BARRIER

(6" DEEP)

PAVEMENT, HAND METHOD

ITEM 403.12 - HOT BITUMINOUS 2:1

1’-0"

SCALE: �" = 1’-0"

TABLES FOR SLOPE TREATMENTS

REFER TO TYPICAL SECTION

SCALE: �" = 1’-0"

TABLES FOR SLOPE TREATMENTS

REFER TO TYPICAL SECTION

BLOCKS (STEEL POST)

W-BEAM GUARDRAIL WITH 8" OFFSET

ITEM 606.28001 - 31" DOUBLE FACED

2:1

(TYP.)

SCALE: �" = 1’-0"

TABLES FOR SLOPE TREATMENTS

REFER TO TYPICAL SECTION

VARIES

SCALE: �" = 1’-0"

TABLES FOR SLOPE TREATMENTS

REFER TO TYPICAL SECTION

VARIES

SCALE: �" = 1’-0"

TABLES FOR SLOPE TREATMENTS

REFER TO TYPICAL SECTION

VARIESVARIES

SCALE: �" = 1’-0"

TABLES FOR SLOPE TREATMENTS

REFER TO TYPICAL SECTION

NH ROUTE 101 WESTBOUND MEDIAN

(8’-0" TYP.)

2’ X 2’ X 3" THICK PRECAST

REINFORCED LEVELING PAD

(SUBSIDIARY TO CONC. BARRIER)

ITEM 203.1 - COMMON EXCAVATION

ITEM 606.18001 - 31" W-BEAM

GUARDRAIL WITH 8" OFFSET BLOCKS

ITEM 203.1 - COMMON EXCAVATION

ITEM 304.301 - CRUSHED GRAVEL

58 CY/100 LF

ITEM 304.301 - CRUSHED GRAVEL

4:1 = 28 CY/100 LF

2:1 = 10 CY/100 LF

ITEM 304.301 - CRUSHED GRAVEL

44 CY/100 LF (8’ WIDE)

ITEM 304.301 - CRUSHED GRAVEL (18" DEPTH)

VARIES

(4’-0" TYP.)

VARIES

ITEM 304.301 - CRUSHED GRAVEL

58 CY/100 LF

ITEM 304.301 - CRUSHED GRAVEL

ITEM 304.301 - CRUSHED GRAVEL

ITEM 606.28001 - 31" DOUBLE FACED

W-BEAM GUARDRAIL WITH 8" OFFSET

BLOCKS (STEEL POST)

8’-0" (TYP.)8’-0" (TYP.)

ITEM 606.18001 - 31" W-BEAM

GUARDRAIL WITH 8" OFFSET BLOCKS

2’ X 2’ X 3" THICK PRECAST

REINFORCED LEVELING PAD

(SUBSIDIARY TO CONCRETE BARRIER)

STATE PROJECT NO. SHEET NO. TOTAL SHEETS

SH

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ON

ST

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ON

DE

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PTI

ON

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SI

ON

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AF

TE

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PR

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DGN

25481TY01

STATE OF NEW HAMPSHIRE

SD

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DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

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TYPICAL SECTIONS

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7:18:33 AM

FILE:

DATE: TIME:

USER:

Existing Edge

of Travelway

Existing Edge

of Pavement

10:1

2:1

2’-6"

Original Ground

18"

¯ RAMP

VARIES

EMBANKMENT-IN-PLACE (F)

ITEM 203.6 -

FACE OF RAIL

1’-0"

WITH 8" OFFSET BLOCKS (STEEL POST)

ITEM 606.18001 - 31" W-BEAM GUARDRAIL

4:1

ITEM 647.1 - HUMUS

7’-0"–5’-0"–

SAME FOR 4:1 SLOPE

Existing Edge

of Travelway

Existing Edge

of Pavement

2:1

10:1Original Ground

2’-6"VARIES

¯ RAMP

18"

FACE OF RAIL

1’-0"

10:1

WITH 8" OFFSET BLOCKS (STEEL POST)

ITEM 606.18001 - 31" W-BEAM GUARDRAIL

7’-0"– 5’-0"–

SAME FOR 4:1 SLOPE

4:1

2:1

Existing Edge

of Pavement

10:1

Original Ground

2’-6"

ITEM 647.1 - HUMUS

VARIES

¯ RAMP

18"

EMBANKMENT-IN-PLACE (F)

ITEM 203.6 -

FACE OF RAIL

1’-0"

WITH 8" OFFSET BLOCKS (STEEL POST)

ITEM 606.18001 - 31" W-BEAM GUARDRAIL

Existing Edge

of Travelway

10:1

TO F.E.E.T NORTHBOUND - SECTION "H"

N.H. ROUTE 101 WESTBOUND RAMP

TO I-93 SOUTHBOUND - SECTION "J"

N.H. ROUTE 101 EASTBOUND RAMP

N.H. ROUTE 101 WESTBOUND - SECTION "I"

I-93 SOUTHBOUND RAMP TO

4:1

WITH MULCH AND TACKIFIERS (TYP.)

ITEM 646.31 - TURF ESTABLISHMENT

ITEM 647.1 - HUMUS (TYP.)

WITH MULCH AND TACKIFIERS

ITEM 646.31 - TURF ESTABLISHMENT

WITH MULCH AND TACKIFIERS

ITEM 646.31 - TURF ESTABLISHMENT

2:1

(TYP.)

2:1

VARIES

VARIES

VARIES

SCALE: �" = 1’-0"

TABLES FOR SLOPE TREATMENTS

REFER TO TYPICAL SECTION

SCALE: �" = 1’-0"

TABLES FOR SLOPE TREATMENTS

REFER TO TYPICAL SECTION

SCALE: �" = 1’-0"

TABLES FOR SLOPE TREATMENTS

REFER TO TYPICAL SECTION

58 CY/100 LF

ITEM 304.301 - CRUSHED GRAVEL

ITEM 304.301 - CRUSHED GRAVEL

4:1 = 28 CY/100 LF

2:1 = 10 CY/100 LF

ITEM 304.301 - CRUSHED GRAVEL

58 CY/100 LF

ITEM 304.301 - CRUSHED GRAVEL

58 CY/100 LF

ITEM 304.301 - CRUSHED GRAVEL

4:1 = 28 CY/100 LF

2:1 = 10 CY/100 LF

ITEM 304.301 - CRUSHED GRAVEL

8’-0" (TYP.)

8’-0" (TYP.)

8’-0" (TYP.)

STATE PROJECT NO. SHEET NO. TOTAL SHEETS

SH

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DE

TAI

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DA

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DA

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DA

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DA

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DA

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ON

ST

ATI

ON

DE

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PTI

ON

RE

VI

SI

ON

S

AF

TE

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PR

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STATE OF NEW HAMPSHIRE

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DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

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6:59:18 PM

FILE:

DATE: TIME:

USER:

SCALE: �" = 1’-0"

TABLES FOR LOCATIONS

REFER TO TYPICAL SECTION

N.H. ROUTE 101

¯ CONST.

2:1

Existing Edge

of Travelway

Existing Edge

of Pavement

BARRIER

CONCRETE

FACE OF

(12" DEEP) (TYP.)

CLASS G, PEA STONE

ITEM 585.7, STONE FILL,

2’-3"1’-0" 1’-0"

Original Ground

9"

Existing Pier

CONCRETE MEDIAN BARRIER

(6" DEEP)

PAVEMENT, HAND METHOD

ITEM 403.12 - HOT BITUMINOUS

Original Ground

(6" DEEP)

PAVEMENT, HAND METHOD

ITEM 403.12 - HOT BITUMINOUS

SCALE: �" = 1’-0"

VARIES

Existing Pavement

(1’ DEEP)

ITEM 304.301 - CRUSHED GRAVEL

ITEM 203.1 - COMMON EXCAVATION

2’ X 2’ X 3" THICK PRECAST

REINFORCED LEVELING PAD

(SUBSIDIARY TO CONC. BARRIER)

(1’ DEEP)

ITEM 304.301 - CRUSHED GRAVEL

(TYP.)

ITEM 304.101 - SAND

2’ X 2’ X 3" THICK PRECAST

REINFORCED LEVELING PAD

(SUBSIDIARY TO CONC. BARRIER)

NOT TO SCALE

PROP. CONC.

BARRIER

PLAN VIEW

LEVELING PAD

AT SOUTH WILLOW STREET & HUSE ROAD OVERPASS

N.H. ROUTE 101 MEDIAN BARRIER DETAIL

PAVEMENT WIDENING DETAILPLAN VIEW

PAVEMENT WIDENING DETAIL

NOT TO SCALE

10’-0" WDITH (TYP.)

Existing Edge of

Pavement

Existing Edge of

Travel Way

1’-0"

ITEM 417 - COLD PLANING

BITUMINOUS SURFACES (3" DEPTH)

ITEM 628.2 - SAWED

BITUMINOUS PAVEMENT

ADJUST EXISTING DMH/CB/DI FRAME & GRATE TO NEW GRADE.1

6

TO7 9

DRAINAGE NOTES

TO2 MODIFY EXISTING BARREL BLOCK CATCH BASIN WITH ECCENTRIC CONE

ADJUST EXISTING DMH/CB/DI FRAME & GRATE TO NEW GRADE.

10 MODIFY EXISTING BARREL BLOCK CATCH BASIN WITH ECCENTRIC CONE

ADJUST EXISTING DMH/CB/DI FRAME & GRATE TO NEW GRADE.2211 TO

MODIFY EXISTING BARREL BLOCK CATCH BASIN WITH ECCENTRIC CONE23

24 TO 26 ADJUST EXISTING DMH/CB/DI FRAME & GRATE TO NEW GRADE.

27

28 TO 29 ADJUST EXISTING DMH/CB/DI FRAME & GRATE TO NEW GRADE.

30 MODIFY EXISTING BARREL BLOCK CATCH BASIN WITH ECCENTRIC CONE

31 ADJUST EXISTING DMH/CB/DI FRAME & GRATE TO NEW GRADE.

32

33 TO 38 ADJUST EXISTING DMH/CB/DI FRAME & GRATE TO NEW GRADE.

39 MODIFY EXISTING BARREL BLOCK CATCH BASIN WITH ECCENTRIC CONE

ADJUST EXISTING DMH/CB/DI FRAME & GRATE TO NEW GRADE.40

41

42

ADJUST EXISTING DMH/CB/DI FRAME & GRATE TO NEW GRADE.44TO43

MODIFY EXISTING BARREL BLOCK CATCH BASIN WITH ECCENTRIC CONE45

ADJUST EXISTING DMH/CB/DI FRAME & GRATE TO NEW GRADE.52TO46

MODIFY EXISTING BARREL BLOCK CATCH BASIN WITH ECCENTRIC CONE53

ADJUST EXISTING DMH/CB/DI FRAME & GRATE TO NEW GRADE.54

55 MODIFY EXISTING BARREL BLOCK CATCH BASIN WITH ECCENTRIC CONE

ADJUST EXISTING DMH/CB/DI FRAME & GRATE TO NEW GRADE.56

MODIFY EXISTING BARREL BLOCK CATCH BASIN WITH ECCENTRIC CONE

MODIFY EXISTING BARREL BLOCK CATCH BASIN WITH ECCENTRIC CONE

CONSTRUCT MANHOLE COVER AND FRAME.

TIE INTO EXISTING 10" PVC PIPE

CONSTRUCT CB-B AT STA. 464+63.8, LT 2.0’

REMOVE EXISTING 10.0’x 10" PVC PIPE (SUBSIDIARY)

STA. 464+63.8, LT 2.0’

STATE PROJECT NO. SHEET NO. TOTAL SHEETS

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STATE OF NEW HAMPSHIRE

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DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

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TYPICAL SECTIONS

CA

DD

T.

SE

TA

S

M.

DE

SR

OC

HE

RS

8/28/2013

8/28/2013

8/28/2013

MODIFY EXISTING BARREL BLOCK CATCH BASIN WITH ECCENTRIC CONE57

ADJUST EXISTING DMH/CB/DI FRAME & GRATE TO NEW GRADE.60TO58

NHDOT

9/13/2013

P:\2011\E2X53900 - NHDOT - Statewide On Call Highway Design Services\E2X53904- NHDOT- Bedford 25481\700 CADD\702-Civil\Prj\CutSheet\25481GNT.dgn

10:00:38 AM

FILE:

DATE: TIME:

USER:

STATE PROJECT NO. SHEET NO. TOTAL SHEETS

SH

EE

T

CH

EC

KE

D

AS

BUI

LT

DE

TAI

LS

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

ATI

ON

ST

ATI

ON

DE

SC

RI

PTI

ON

RE

VI

SI

ON

S

AF

TE

R

PR

OP

OS

AL

25481

DGN

25481GNT

STATE OF NEW HAMPSHIRE

SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN

DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

7 28

9/13/

2013

9/13/

2013

9/13/

2013

GUARDRAIL NOTES

T.

SE

TA

S

M.

DE

SR

OC

HE

RS

CA

DD

THIS INFORMATION IS FOR BIDDING PURPOSED ONLY

NHDOT

9/13/2013

P:\2011\E2X53900 - NHDOT - Statewide On Call Highway Design Services\E2X53904- NHDOT- Bedford 25481\700 CADD\702-Civil\Prj\CutSheet\25481SM01.dgn

10:16:50 AM

FILE:

DATE: TIME:

USER:

SUMMARY OF QUANTITIES (ESTIMATED)

STATE PROJECT NO. SHEET NO. TOTAL SHEETS

SH

EE

T

CH

EC

KE

D

AS

BUI

LT

DE

TAI

LS

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

ATI

ON

ST

ATI

ON

DE

SC

RI

PTI

ON

RE

VI

SI

ON

S

AF

TE

R

PR

OP

OS

AL

25481

DGN

25481SM01

STATE OF NEW HAMPSHIRE

SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN

DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

8 28

QUANTITIES

SUMMARY OF

CA

DD

A.

SE

AM

AN

T.

SE

TA

S

9/13/2013

9/13/2013

9/13/2013

NHDOT

9/11/2013

P:\2011\E2X53900 - NHDOT - Statewide On Call Highway Design Services\E2X53904- NHDOT- Bedford 25481\700 CADD\702-Civil\Prj\CutSheet\25481SM01.dgn

5:10:05 PM

FILE:

DATE: TIME:

USER:

THIS INFORMATION IS FOR BIDDING PURPOSED ONLY

SUMMARY OF QUANTITIES (ESTIMATED)

STATE PROJECT NO. SHEET NO. TOTAL SHEETS

SH

EE

T

CH

EC

KE

D

AS

BUI

LT

DE

TAI

LS

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

ATI

ON

ST

ATI

ON

DE

SC

RI

PTI

ON

RE

VI

SI

ON

S

AF

TE

R

PR

OP

OS

AL

25481

DGN

25481SM01

STATE OF NEW HAMPSHIRE

SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN

DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

9 28

QUANTITIES

SUMMARY OF

CA

DD

A.

SE

AM

AN

T.

SE

TA

S

9/11/2013

9/11/2013

9/11/2013

NOTES:

STATION.

TO NEXT DESIGNATED

CONTINUES STATION

TREATMENT AT BEGIN

PROPOSED SLOPE 1.

TABLE 1

MODEL

LOCATIONS.

FOR ADDITIONAL

SEE NEXT SHEET 2.

STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL

STATE OF NEW HAMPSHIRE

25481TY04 2825481 10

SLOPE TABLESTYPICAL SECTION

DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

NOTES:

STATION.

TO NEXT DESIGNATED

STATION CONTINUES

TREATMENT AT BEGIN

PROPOSED SLOPE 1.

TABLE 2

MODEL

LOCATIONS.

ADDITIONAL

SHEET FOR

SEE PREVIOUS 2.

STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL

STATE OF NEW HAMPSHIRE

25481TY04 2825481 11

SLOPE TABLESTYPICAL SECTION

DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

GUARDRAIL OFFSET DETAIL

NTS

OFFSET

MODEL STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL

STATE OF NEW HAMPSHIRE

25481DT01 2825481 12

GUARDRAIL OFFSET DETAIL

DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

CONSTRUCTION BASELINE

PROPOSED GUARDRAILEDGE OF PAVEMENT

11’-0" MIN.

(FOR MOWING ACCESS)

TABLE3

MODEL STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL

STATE OF NEW HAMPSHIRE

25481DT02 2825481 13

TRANSITION TABLECONCRETE BARRIER

DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

BARRIER

54" CONC.

BARRIER

48" CONC.

BARRIER TRANSITION

54" TO 48" CONC.

TO THRIE BEAM

BARRIER TRANSITION

48" CONC. THRIE BEAM

GUARDRAIL

W-BEAM

50’-0"6’-3"

THRIE BEAM TRANSITION

24’-4�"20’-0" MIN.

20’-0"

VARIES

20’-0"VARIES

A C D E F G HB

LENGTH VARIES - 6’-3" SPACINGPAVEMENT

UNIT (12’-6")

OR G-2 TERMINAL

TERMINAL UNIT

EAGRT END

m hd

m h

d

di

cb

cb

NULL

NULL

NULL

NULL

NULL

di

NULL

NULL

cb

GEN01

MODEL

100101

102103

104105

106107

108

1250’-1� "

349°11’27.94"

CONST. ¯

MC1P

(TYP.)

SLOPE LINE

BEGIN CONSTRUCTION

STA. 104+00

Bridge Pier

Existing

bgr

bgrbridge pier

conc

6"spp

rcp

12"

cmp

15"

cmp

18"

rcp

12"

6"sp

p

cmp18"

18"cmp

rcp

12"

riprap

To Bedford

of pavement

Approx. edge

109110

111112

113114 115

116117

PC

112

+50.1

5

1250’-1�"

349°11’27.94"

E= 90.28’

T= 716.74’

L= 1403.34’

R= 2800.00’

E= 1031681.6457

N= 166853.1927

P.I.=119+66.89

CURVE NO. 1

N.H. 101

CONST. ¯

MC1P

10:1 SLOPES WORK IN THIS AREA

(TYP.)

SLOPE LINE

bgr

cmp

24"

rcp

12"

spp

6"

cmp

24"

STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL

STATE OF NEW HAMPSHIRE

25481genplans 2825481 14

GENERAL PLANS

DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

MA

TC

HLI

NE,

ST

A. 108

+50

MA

TC

HLI

NE,

ST

A. 117

+50

MA

TC

HLI

NE,

ST

A. 108

+50

SCALE IN FEET

50 0 50 100

1

(below rcp)

6" sewer force main

24" rcp (no utility)&

Approx. location exist.

NH 101 Westbound

NH 101 Eastbound

(Over)

Plu

mm

er

Road

32

NH 101 Westbound

NH 101 Eastbound

1

2

3

4

5

5

4

GRI

D

GRI

D

cb

cb

NULL

NULL

cb

cb

cb

NULL

NULL

NULL

GEN02

MODEL

118119 120 121

122

123

124

125

126

PT

126

+53.4

9

E= 90.28’

T= 716.74’

L= 1403.34’

R= 2800.00’

E= 1031681.6457

N= 166853.1927

P.I.=119+66.89

CURVE NO. 1

N.H. 101

CONST. ¯

MC1P

10:1 SLOPES WORK IN THIS AREA

(TYP.)

SLOPE LINE

cmp

24"

rcp

15"

24"cmp r

cp24

"

127 128 129 130 131 132 133 134 135

PT

12

6+5

3.4

9

1648’-0� "

320°28’29.67"

CONST. ¯

MC1P

10:1 SLOPES WORK IN THIS AREA

WITH A SOME EXISTING AREAS THAT ARE LESS THAN 1.0 FT IN DEPTH)

(DITCH DEPTH IS MOSTLY GREATER THAN 1.0

FT,

(TYP.)

SLOPE LINE

rc

p

15"

rcp

15"

rcp

15"

STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL

STATE OF NEW HAMPSHIRE

25481genplans 2825481 15

GENERAL PLANS

DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

MA

TC

HLI

NE,

ST

A. 117

+50

MA

TC

HLI

NE,

ST

A. 12

6+5

0

MA

TC

HLI

NE,

ST

A. 126

+50

MA

TC

HLI

NE,

ST

A. 135

+5

0

SCALE IN FEET

50 0 50 100

4

5

NH 101 Westbound

NH 101 Eastbound

7

68

NH 101 Westbound

NH 101 Eastbound

5

BEGIN 15:1 TAPER

STA. 126+10

END 15:1 TAPER

STA. 124+00

BEGIN 15:1 TAPER

STA. 123+10

10’-0"

56

END 15:1 TAPER

STA. 127+60

BEGIN 15:1 TAPER

STA. 127+60

END 15:1 TAPER

STA. 130+00

4’-0"

GRI

D

GRI

D

cb

cb cb

NULL

NULL

NULL

NULL

NULL

cb cb

cb

cb

cb

cbNULL

NULL

NULL

NULL

GEN03

MODEL

136 137 138 139 140 141 142 143 144

PC

14

3+0

1.5

1

1648’-0� "

320°28’29.67"

CONST. ¯

MC1P

10:1 SLOPES WORK IN THIS AREA

(TYP.)

SLOPE LINE

rcp

15"

rcp

15"

cmp

15"

cm

p

15"

rcp

15"

spp

15"

145 146147

148149

150

151

152

E= 22.32’

T= 539.15’

L= 1075.85’

R= 6500.00’

E= 1033921.5679

N= 165005.0951

P.I.=148+40.67

CURVE NO. 2

N.H. 101

CONST. ¯

MC1P

(TYP.)

SLOPE LINE

x-over

asph

spp

15"spp

15"

6"spp

rcp

15"

spp

15"

12"spp

15"spp

12"rcp

6"spp

vehicles"

unauthorized

"closed to

vehicles"unauthorized"closed to

STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL

STATE OF NEW HAMPSHIRE

25481genplans 2825481 16

GENERAL PLANS

DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

MA

TC

HLI

NE,

ST

A. 1

44

+5

0

MA

TC

HLI

NE,

ST

A. 152

+50

MA

TC

HLI

NE,

ST

A. 1

35

+50

MA

TC

HLI

NE,

ST

A. 1

44

+5

0

SCALE IN FEET

50 0 50 100

91110

NH 101 Eastbound

NH 101 Westbound

13

14

15

12

NH 101 Eastbound

NH 101 Westbound

6

BEGIN 30:1 TAPER

STA. 138+50

END 30:1 TAPER

STA. 139+85

6

7

8

8’ MIN.

GRI

D

GRI

D

pb

cb

cb

NULL

NULL

GEN04

MODEL

153 154 155 156 157 158 159

PT

15

3+7

7.3

6

562’-8�"

329°57’29.54"

E= 22.32’

T= 539.15’

L= 1075.85’

R= 6500.00’

E= 1033921.5679

N= 165005.0951

P.I.=148+40.67

CURVE NO. 2

N.H. 101

CONST. ¯

MC1P

(TYP.)

SLOPE LINE

LIMIT OF WORK

STA. 158+00

rcp

12"

str gran curb

bgrwing

conc

bgr

abut

conc

wing

conc

ripr

ap

spp1

5"

brdg bgr

brdg bgr

182/133

BR. NO.

181/133

BR. NO.

181/134

BR. NO.

STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL

STATE OF NEW HAMPSHIRE

25481genplans 2825481 17

GENERAL PLANS

DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

MA

TC

HLI

NE,

ST

A. 1

52

+50

SCALE IN FEET

50 0 50 100

NH 101 Westbound

NH 101 Eastbound

(Under)

US

Route 3

7

8

9

20’-0" CONNECT TO EXISTING RAIL

CONNECT TO EXISTING RAIL

GRI

D

pb

cb

NULL

NULL

GEN05

MODEL

200

201

202

203

204

205

206

207

208P

C 202+75.6

6

PC

C

207

+23.2

7

275’-7�"

292° 29’14.44"

CONST. ¯

MC2P

E= 44.14’

T= 265.28’(1) T= 342.42’(2)

L= 447.61’(1) L= 140.80’(2)

R= 775.00’(1) R= 2000.42’(2)

E= 1037357.3976

N= 163135.2932

P.I.=205+40.93

CURVE NOS. 1 & 2

TO F.E.E.T.

N.H. 101 WB RAMP

(TYP.)

SLOPE LINE

LIMIT OF WORK

STA. 202+50

LIMIT OF WORK

STA. 207+00

woods

mixed

woods

mixed

woods

mixed

curbslp

gran

curbsl

p gr

anco

nc p

ad

I-293

""North

"5"polelightmetal

"6"poleligh

tmeta

l

chevron

chevron

chevronchevron

bgr

ledge

(3)

ledge

ledge

(2)

ledge

(3)

& brush

woods

mixed

& brush

woods

mixed

6"c

mp

cmp

12"

To Manchester

SIGN

& RESET

REMOVE

SIGN

& RESET

REMOVE

STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL

STATE OF NEW HAMPSHIRE

25481genplans 2825481 18

GENERAL PLANS

DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

SCALE IN FEET

50 0 50 100

NH 101 Westb

ound

to I-293 Northbound/F.E.E.T.

NH 101 Westbound Ram p

10

GRI

D

di

di

cb

cb

NULL

NULL

GEN06

MODEL

300

301

302

303

304

305306 307 308

PC

301+67.2

4

PT

308

+4

7.2

3

167’-2� "14°44’0.86"

41’-1�"

29°29’28.28"

E= 22.05’

T= 341.88’

L= 679.98’

R= 2640.00’

E= 1040377.9800

N= 163297.2625

P.I.=305+09.13

CURVE NO. 3

N.H. 101

CONST. ¯

MC3P

(TYP.)

SLOPE LINE

LIMIT OF WORK

STA. 300+50

LIMIT OF WORK

STA. 308+80

abut

conc

abut

conc

River"

"Merrimack

bgrgran curb

str

bgr

curb

str gran

bgr

bgr

rcp

15"rcp

15"

"speed limit 55"

rcp

15"

??

12"

wing

conc

bgr

brdg

199/129

BR. NO.

STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL

STATE OF NEW HAMPSHIRE

25481genplans 2825481 19

GENERAL PLANS

DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

SCALE IN FEET

50 0 50 100

NH 101 Eastbound

NH 101 Westbound

(Un

der)

Railroad

Tracks

11

12

CONNECT TO EXISTING RAIL

CONNECT TO EXISTING RAIL

GRI

D

pb

pb

m h

s

m hd

cb

cbcb cb

NULL

NULL

NULL

NULL

NULL

NULL

cb

cb

cb cb

NULL

NULL

NULL

NULL

NULL

NULL

NULL

NULL

NULL

NULL

NULL

NULL

NULL

NULL

NULL

GEN07

MODEL

400 401 402 403 404 405 406 407 408

PC

400

+00.0

0

PT

40

2+0

2.7

6

PC

40

8+4

8.8

7

646’-1�"

45°35’58.26"

E= 1.17’

T= 101.40’

L= 202.76’

R= 4400.00’

E= 1041270.9224

N= 163907.0617

P.I.=401+01.40

CURVE NO. 5

N.H. 101

CONST. ¯

MC4P

(TYP.)

SLOPE LINE

LIMIT OF WORK

STA. 400+38WIDENING (SEE DETAIL)

CONSTRUCT PAVEMENT

abut

conc

bgr

dbl bgr

str gr crb

curb

gran

str

pad

conc

bgr bgr

bgr

brdg

rcp

15"

rcp

15"

spp

6"

rcp

15"

6"spp

6"spp

6"spp

rcp

15"

rcp

15"

rcp

15"

brdg bgr

185/077

BR. NO.

186/077

BR. NO.

409

410

411

412

413

414415 416 417

PC

408

+4

8.8

7

E= 48.11’

T= 539.39’

L= 1067.38’

R= 3000.00’

E= 1042171.3317

N= 164826.5139

P.I.=413+88.27

CURVE NO. 6

N.H. 101

E= 48.11’

T= 539.39’

L= 1067.38’

R= 3000.00’

E= 1042171.3317

N= 164826.5139

P.I.=413+88.27

CURVE NO. 6

N.H. 101

CONST. ¯

MC4P

(TYP.)

SLOPE LINE

6"spp

6"spp

rcp

15"

rcp

15"

rcp

12"

6"spp

6"spp

6"spp

15"rcp

rc

p

15"

rc

p

15"

6"spp

6"spp

6"sp

p

6"spp

6"spp

6"sp

p

sign

overhead

base w/

conc sign

7’x 2.5’

STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL

STATE OF NEW HAMPSHIRE

25481genplans 2825481 20

GENERAL PLANS

DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

MA

TC

HLI

NE,

ST

A. 417

+50

MA

TC

HLI

NE,

ST

A. 408

+50

MA

TC

HLI

NE,

ST

A. 4

08

+5

0

SCALE IN FEET

50 0 50 100

16NH 101 Eastbound

NH 101 Westbound

(Un

der)

Aven

ue

Bro

wn

17

18

19

NH 101 Westbound

NH 101 Eastbound

13

15

14

BEGIN 15:1 TAPER

STA. 400+38END 15:1 TAPER

STA. 401+43

END 15:1 TAPER

STA. 405+60

BEGIN 15:1 TAPER

STA. 405+50

END 15:1 TAPER

STA. 406+80

10’ TYP.

CONNECT TO EXIST. RAIL

BEGIN 15:1 TAPER

STA. 403+50

13

15

16

17

END 15:1 TAPER

STA. 410+00TAPER

BEGIN 15:1

STA. 409+00

16A

GRI

D

GRI

D

mh

d

cb cb

cb cb

cb

NULL

NULL

NULL

NULLNULL

NULL

NULL

pb

pb

m hd

jb cb

cb

cb

cb

cb

NULL

NULL

NULL

NULL

GEN08

MODEL

418419 420 421 422 423 424 425 426

PT

419

+16.2

6

1135’-4� "

25°12’50.46"

E= 48.11’

T= 539.39’

L= 1067.38’

R= 3000.00’

E= 1042171.3317

N= 164826.5139

P.I.=413+88.27

CURVE NO. 6

N.H. 101

CONST. ¯

MC4P

(TYP.)

SLOPE LINE

WIDENING

CONSTRUCT PAVEMENT

bgr

6"spp

rcp3

0"

rcp3

0"

rcp

15"

rcp3

0"

15"rcp 15"rcpspp

6"

spp6

"

spp

6"spp

6"

rcp

15"

signoverheadbase w/

conc sign7’x 2.5’

427 428

429

430 431 432433 434

435

PC

430

+51.6

0

PT

43

0+9

9.1

4

1135’-4� "

25°12’50.46"3175’-10�"

24°58’34.72"

E= 0.02’

T= 23.77’

L= 47.54’

R= 11459.16’

E= 1043708.0090

N= 165550.0785

P.I.=430+75.37

CURVE NO. 7

N.H. 101

CONST. ¯

MC4P

(TYP.)

SLOPE LINEWIDENING (SEE DETAIL)

CONSTRUCT PAVEMENT

conc curb

str gran curb

bgr

rw

conc

rdwyconc

bgr

spp

6"

rcp

15"

rcp

15"

rcp

15"

rcp

15"

sp

p6"

cbgrstr

bgr

bgr

str gr crb

padconc

rw

conc

rcp

15" rcp

15"

rcp

15"

rc

p

15"

expansion joints

bridge bgr

5’h chain link fence

conc bridge deck

Bridges:

brdg bgr

brdg bgr

180/089

BR. NO.

STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL

STATE OF NEW HAMPSHIRE

25481genplans 2825481 21

GENERAL PLANS

DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

MA

TC

HLI

NE,

ST

A. 4

35

+5

0

MA

TC

HLI

NE,

ST

A. 4

26

+5

0

MA

TC

HLI

NE,

ST

A. 42

6+5

0

MA

TC

HLI

NE,

ST

A. 417

+50

SCALE IN FEET

50 0 50 100

20

2221

23

24

NH 101 Westbound

NH 101 Eastbound

25 26Railroad

NH 101 Westbound

NH 101 Eastbound

da

oR

eg

at

nor

F

18

17

19

BEGIN 15:1 TAPER

STA. 418+00

END 15:1 TAPER

STA. 419+65

BEGIN 15:1 TAPER

STA. 423+75

16A

CONNECT TO EX. RAIL

END 15:1 TAPER

STA. 426+00

17BEGIN 15:1 TAPER

STA. 432+30

8’ MIN.

END 15:1 TAPER

STA. 433+50

20

TO PLANS IN PROPOSAL

INSTALL RWIS - REFERNOTE:

8’-0"

CONNECT TO EXISTING RAIL

GRI

D

GRI

D

cb

cb

NULL

NULL

NULL

pb

m hd

cb

cb

cb

NULL

NULL NULL

NULL

NULL

NULL

NULL

GEN09

MODEL

436 437 438 439 440 441 442 443 4443175’-10�"

24°58’34.72"

CONST. ¯

MC4P

(TYP.)

SLOPE LINE

rcp

15"

rcp

24"

rc

p

24" r

cp

18"

445 446 447 448 449 450 451 452 453

3175’-10�"

24°58’34.72"

CONST. ¯

MC4P

(TYP.)

SLOPE LINE

WIDENING (SEE DETAIL)

CONSTRUCT PAVEMENT

rcp

18"

rcp

18"

rcp

15"

6"cpp

rcp

15"

6"spp6

"spp

rcp

15"

bgr

15"r

cp

STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL

STATE OF NEW HAMPSHIRE

25481genplans 2825481 22

GENERAL PLANS

DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

MA

TC

HLI

NE,

ST

A. 453

+50

MA

TC

HLI

NE,

ST

A. 4

44

+5

0M

AT

CH

LI

NE,

ST

A. 4

35

+5

0

MA

TC

HLI

NE,

ST

A.

44

4+

50

SCALE IN FEET

50 0 50 100

27

28

NH 101 Westbound

NH 101 Eastbound

29

3031NH 101 Westbound

NH 101 Eastbound

20

8’ MIN.

8’ MIN.

21

BEGIN 15:1 TAPER

STA. 444+88

BEGIN 15:1 TAPER

STA. 448+83

END 15:1 TAPER

STA. 452+08

20

GRI

D

GRI

D

pbpb

pb

di

di

cb

cb

cb

cb c

b

cb

cb

NULL

NULL

NULL

NULL

NULL

NULL

NULL

NULL

NULL

NULLNULL

NULLNULL

NULL

NULL

NULL

di

di

didi

di

di

cb

cb

cb

cbcb

cb

NULL

NULL

NULL

NULL

NULL

NULL

NULL

NULL

NULL

NULL

GEN10

MODEL

454 455 456 457 458459 460 461

462

3175’-10�"

24°58’34.72"

CONST. ¯

MC4P

(TYP.)

SLOPE LINE

WIDENING

CONSTRUCT PAVEMENT rcp15"

rcp15"

6"spp 6

"spp

12"??

6"spp

rcp

24"

rcp

24"

6"spp

15"rcp

rcp

15"

8"

"bridge

jersey barrier

jersey barrier

row of bridge pillars

row of bridge pillars

30"rcp

pillar

bridge

3’w

pillar

bridge

3’w

bgrbgr

rcp

30"

rcp

30"rcp

30"

6"spp 6

"sppr

cp

15"

6"spp 6

"spp

6"pvc6"spp

cmp

15"

cmp

15"

rcp

15"

8"

"bridge

w/overhead sign

conc sign base

7’x 2.5’

sign

overhead

sign

overhead

base w/

conc sign

7’x 2.5’

176/099

BR. NO.

463464

465

466 467 468 469 470 471

PC

462

+75.0

3

E= 41.98’

T= 981.79’

L= 1958.80’

R= 11459.16’

E= 1047498.4254

N= 167315.6712

P.I.=472+56.83

CURVE NO. 8

N.H. 101

CONST. ¯MC4P

(TYP.)

SLOPE LINE

rcp

30"rcp

30"

rcp

36"

rcp

15"

spp

6"

10"pvc

pvc

10"

pvc

10"

6"spp

pvc

10"

spp6"

rcp

15"

rcp

15"

rc

p

12"

rcp15"

6"spp

pvc

10"

pvc

10"

15"rcp

STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL

STATE OF NEW HAMPSHIRE

25481genplans 2825481 23

GENERAL PLANS

DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

MA

TC

HLI

NE,

ST

A.

46

2+

50

MA

TC

HLI

NE,

ST

A. 453

+50

MA

TC

HLI

NE,

ST

A. 462

+50

MA

TC

HLI

NE,

ST

A. 471

+50

SCALE IN FEET

50 0 50 100

32

33

3435

NH 101 Westbound

NH 101 Eastbound

(Over)

South

Willo

w

Street

45

46

42

36 3738

39

43

4140

44 47

48

NH 101 Westbound

NH 101 Eastbound

22

23

24

25

27

26

BEGIN 15:1 TAPER

STA. 458+31

BEGIN 15:1 TAPER

STA. 456+80

END 15:1 TAPER

STA. 457+60

27

28

BEGIN 15:1 TAPER

STA. 468+55

END 15:1 TAPER

STA. 463+56

GRI

DG

RI

D

pb

pb

pb

di

di

di

cbcb

NULL

NULL

NULL

NULL

pb

m hd

m hd

di

di

di

di

cb

cb

cb

cb

cb

cb

cb

cb

NULL

NULL

NULL

NULL

NULL

NULL

NULL

NULL

NULL

NULL

NULL

NULL

NULL

NULL

NULL

NULL

NULL

NULL

NULL

GEN11

MODEL

472473 474 475 476 477 478 479

E= 41.98’

T= 981.79’

L= 1958.80’

R= 11459.16’

E= 1047498.4254

N= 167315.6712

P.I.=472+56.83

CURVE NO. 8

N.H. 101

CONST. ¯

MC4P

(TYP.)

SLOPE LINE

IMPACT PULL BOX

CONTRACTOR TO NOT

CONDUIT

UNDERGROUND CCTV

APPROX. LOCATION

MESSAGE SIGN

OVERHEAD DYNAMIC

APPROX. LOCATION

WIDENING (SEE DETAIL)

CONSTRUCT PAVEMENT

bgr

15"rcp

6"??

10"pvc

pvc

10"

pvc

10"

rcp

36"

rcp

36"

& bridge pillars

jersey barrier

& bridge pillars

jersey barrier 9"

"bridge

w/overhead sign

conc sign base

6.5’x 2.5’

176/106

BR. NO.

480 481 482 483 484 485 486 487

PT

482

+33.8

3

530’-0� "

15°10’56.3"

CONST. ¯

MC4P

(TYP.)

SLOPE LINELIMIT OF WORK

STA. 482+25WIDENING

CONSTRUCT PAVEMENT

& bridge pillarsjersey barrier

bgr

x-over

asph

vehicles"unauthorized"closed to

9""bridge

rcp15"

pvc

10"

rcp

15"

rcp1

5"

rc

p

30"

12"rcp

6"spp

15"rcp

12"rcp

rcp

18"

pvc10"

pvc

10"

6"spp

rcp

15"6"spp

6"spp

6"spp

10"pvc

rcp1

8"

6"spp 6"c

mp

6"spp

6"spp

6"spp rcp

15"rcp

15"

rcp

15"

rcp

18"

rcp

24"

rcp

15"

rcp

15"

vehicles"unauthorized"closed to

176/106

BR. NO.

STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL

STATE OF NEW HAMPSHIRE

25481genplans 2825481 24

GENERAL PLANS

DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

MA

TC

HLI

NE,

ST

A. 479

+50

MA

TC

HLI

NE,

ST

A. 471

+50

MA

TC

HLI

NE,

ST

A. 479

+50

SCALE IN FEET

50 0 50 100

49

50

51

52

53

NH 101 Westbound

NH 101 Eastbound

(Over)

Huse Road

59

55

56

54

58

57

NH 101 Westbound

NH 101 Eastbound

(Over)

Huse

Road

28

29 30

32

31

33

END 15:1 TAPER

STA. 472+00

BEGIN 15:1 TAPER

STA. 472+31

END 15:1 TAPER

STA. 475+61

8’ MIN.

SLOPE LINE

LIMIT OF

31

33

34

GRI

D

GRI

D

NULL

NULL

NULL

NULL

GEN12

MODEL

500

501

502

503

504 505506

507

508

PC

502

+55.8

9

255’-10�

"

9°55’25.

08"

E= 135.42’

T= 591.70’

L= 1102.44’

R= 1225.00’

E= 1051873.3655

N= 168229.0758

P.I.=508+47.60

CURVE NO. 1

N.H. 101 EB RAMP

CONST. ¯

MC5P

(TYP.)

SLOPE LINE

LIMIT OF WORK

STA. 500+50

curb

gran

slp

curb

gran

slppadcon

c

bgr

chevro

n

chevro

n

chevron

chevron

chevron

chevron

293 S

outh""mil

e 0.6

sign

dir

rcp12

"

12"rcp 12"c

mp

mixed woods

12"

Gas

8"

Gas

SIGN

& RESET

REMOVE

SIGN

& RESET

REMOVE

SIGN

& RESET

REMOVE

SIGN

& RESET

REMOVE

508

509

510

511

512 513514

515

516

517

PT

513

+58.3

3

393’-0� "318°21’37.22"

CONST. ¯MC5P

(TYP.)

SLOPE LINE

(TYP.)

SLOPE LINE

LIMIT OF WORK

STA. 517+25

to Londonderry

chevro

n

chevron

& brush

mixed woods

raprip

rcp

24"

hdrmrm

bgr

boulders

(5) & brush

mixed woods

ledge

ledge

SIGN

& RESET

REMOVE

SIGN

& RESET

REMOVE

STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL

STATE OF NEW HAMPSHIRE

25481genplans 2825481 25

GENERAL PLANS

DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

MA

TC

HLI

NE,

ST

A. 508

+00

MA

TC

HLI

NE,

ST

A. 508

+00

SCALE IN FEET

50 0 50 100

COHAS BROOK

to I-9

3 North

bound

NH 10

1 Ea

stbou

nd

Ram

p

to I-93 SouthboundNH 101 Eastbound Ram p

to I-93 Southboundto I-93 SouthboundNH 101 Eastb

ound Ram p

35

36

37

38

IN GAS LINE VICINITY

REQUIREMENTS PRIOR TO WORKING

SEE PROPOSAL FOR NOTIFICATION

CONNECT TO EXISTING RAIL

38

38

39

EXISTING RAIL

CONNECT TO

GRI

D

GRI

D

di

NULL

NULL

di

NU

LL

NU

LL

NU

LL

GEN13

MODEL

600

601

602

603

604

605

PC 600

+00.0

0

CONST. ¯

MC6P

(TYP.)

SLOPE LINE

LIMIT OF WORK

STA. 602+50

slp gr

an cur

b

signno

U turn

chevronchevronsignmerge

chevron

isl

conc

rcp

30"

rcp

24"

12"

Gas

12"

Gas

8"

Gas

606

607

608

609610 611

612

613

E= 247.79’

T= 810.00’

L= 1425.00’

R= 1200.00’

E= 1051754.8804

N= 168592.0514

P.I.=608+10.00

CURVE NO. 1

I-93 SB RAMP

CONST. ¯

MC6P

(TYP.)

SLOPE LINE

chevron

chevron

chevron

chevron

rcp18" r

cp

24"

cmp

15"

brush

mixed woods

ledge

ledge

ledge

ledge ledge

wet ar

ea

hdr

mrm

cmp

15"

chevron

chevron

ledge

rocks &

scattered

SIGN

& RESET

REMOVE

RESET SIGN

REMOVE &

SIGN

& RESET

REMOVE

STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL

STATE OF NEW HAMPSHIRE

25481genplans 2825481 26

GENERAL PLANS

DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

MA

TC

HLI

NE,

ST

A. 613

+50

MATC

HLI

NE, ST

A. 605+50

MA

TC

HLI

NE,

ST

A. 605

+50

SCALE IN FEET

50 0 50 100

NH 101 WestboundI-93 Northbound Ram p/

NH 10

1 Westb

ound

I-93 S

outh

bound

Ram

p/

I-93 Southbound Ram p

to NH 101 Westbound

40

IN GAS LINE VICINITY

PRIOR TO WORKING

NOTIFICATION REQUIREMENTS

SEE PROPOSAL FOR

40

IN

GA

S

LI

NE

VI

CI

NI

TY

PRI

OR

TO

WO

RKI

NG

NO

TI

FI

CA

TI

ON

RE

QUI

RE

ME

NT

S

SE

E

PR

OP

OS

AL

FO

R

GRI

D

GRID

NU

LL

NU

LL

GEN14

MODEL

622 623 624 625 626 627

PC

622

+59.0

2

834’-0� "

84°31’46.39"

E= 5.99’

T= 262.14’

L= 523.92’

R= 5729.58’

E= 1051936.5989

N= 170489.5285

P.I.=625+21.16

CURVE NO. 2

I-93 SB RAMP

CONST. ¯

MC6P

(TYP.)

SLOPE LINE

LIMIT OF WORK

STA. 627+00

padconc

curbgranslp

curb

gran

slp

bgr

dir signisland

island

conc

pole

lightme

tal

poleli

ghtme

tal

& brush

mixed woods

bldr

birch

.6’c

166/124

BR. NO.

614 615 616 617 618 619 620 621

PT

614

+25.0

0

834’-0� "

84°31’46.39"

E= 247.79’

T= 810.00’

L= 1425.00’

R= 1200.00’

E= 1051754.8804

N= 168592.0514

P.I.=608+10.00

CURVE NO. 1

I-93 SB RAMP

CONST. ¯

MC6P

(TYP.)

SLOPE LINE

wet area 11-20-12

sign

curve

rcp

24"

rcp

24"

hole

sink

wet area hrdwd

.4’c ave

(5)

STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL

STATE OF NEW HAMPSHIRE

25481genplans 2825481 27

GENERAL PLANS

DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

MA

TC

HLI

NE,

ST

A. 621

+50

MA

TC

HLI

NE,

ST

A. 613

+50

MA

TC

HLI

NE,

ST

A. 621

+50

SCALE IN FEET

50 0 50 100

I-93

Sout

hbound

Islan

d

Pon

d

Road

I-93 Southbound Ram p

to NH 101 Westbound

I-93 Southbound Ram p

to NH 101 Westbound

40

4142

EXISTING RAIL

CONNECT TO

40

GRID

GRID

post

post

pb

pb

pb

pb

m h

s

cb

cb

cb

NU

LL

NU

LL

NU

LL

NU

LL

NU

LL

NU

LL

dicb

NU

LL

NU

LL

NU

LL

NU

LL

GEN15

MODEL

700 701 702 703 704 705 706 707 708

960’-3�"

94°26’45.2"

CONST. ¯

MC7P

(TYP.)

SLOPE LINE

LIMIT OF WORK

STA. 704+34

cross over

asphalt

vehicles"

unauthorized

"closed to

11-29-12

wet area

rcp

15"

rcp1

8"

rc

p

24"

ca

ble"

optic

fiber

"buried

cable"

optic

fiber

"buried

vehicles"

unauthorized

"closed to

cmp

12"

sign

limit

speed

lighted

& brush

mixed woods

stockpile

boulderstockpile

boulder

cmp12"

spp

6"

pipe

6"

709 710 711 712 713 714 715

PC

709

+6

0.2

8

E= 3.44’

T= 280.80’

L= 561.49’

R= 11459.16’

E= 1051895.7833

N= 173325.6737

P.I.=712+41.08

CURVE NO. 1

I-93 SB/N.H. 101 WB

CONST. ¯

MC7P

(TYP.)

SLOPE LINE

END CONSTRUCTION

STA. 711+60

to Manchester

jersey barrier

no sign

2 posts

limit 55"

"speed

rcp

30"

rcp

30"

rcp

18"

rcp

24"

STATE PROJECT NO.DGN SHEET NO. SHEET TOTAL

STATE OF NEW HAMPSHIRE

25481genplans 2825481 28

GENERAL PLANS

DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

MA

TC

HLI

NE,

ST

A. 708

+5

0

MA

TC

HLI

NE,

ST

A. 708

+50

SCALE IN FEET

50 0 50 100

I-93 Southbound NH 101 Westbound

I-93 Northbound / NH 101 Eastbound

60I-93 Northbound / NH 101 Eastbound

I-93 Southbound NH 101 Westbound

43

44

14’

44

43

GRID

GRID