engineeringgis.dot.nh.gov/plan/27287.pop.pdf4 7 2. 5 clearing line edge of pavement traveled way...

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

STATE PROJECT NO. SHEET NO. TOTAL SHEETS

27287

DGN

stdsymb1_2

STATE OF NEW HAMPSHIRE

DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

STANDARD SYMBOLS

2 17

REVISION DATE

11-21-2014

TELEPHONE POLE

POWER POLE

JOINT OCCUPANCY

MISCELLANEOUS/UNKNOWN POLE

POLE STATUS:

AS APPLICABLE e.g.:

LIGHT POLE

LIGHT ON POWER POLE

LIGHT ON JOINT POLE

(plot point at face

not center of symbol)

RIGHT-OF-WAY LINE

PROPERTY LINE

TOWN LINE

COUNTY LINE

STATE LINE

BOUND

DRILL HOLE IN ROCK

NATIONAL FOREST

(label type)

BOW

CONCORD

COOS

GRAFTON

MAINE

IRON PIPE OR PIN

NHDOT PROJECT MARKER

PEDESTAL WITH PEDESTRIAN SIGNAL

HEADS AND PUSH BUTTON UNIT

CONTROLLER CABINET

METER PEDESTAL

PULL BOX

LOOP DETECTOR (QUADRUPOLE)

LOOP DETECTOR (RECTANGULAR)

(label size)

(label size)

PROPERTY PARCEL NUMBER

HISTORIC PROPERTY

WATER SHUT OFF

GAS SHUT OFF

RAILROAD

RAILROAD SIGN

RAILROAD SIGNAL

(label ownership)

HYDRANT

UTILITY JUNCTION BOX

MAST ARM (existing)

OPTICOM RECEIVER

OPTICOM STROBE

MANHOLE

CATCH BASIN

DROP INLET

DRAINAGE PIPE (existing)

EROSION CONTROL/ STONE

SLOPE PROTECTION

(existing)

DRAINAGE

BOUNDARIES / RIGHT-OF-WAY

UTILITIES

di

cb (PROPOSED)

RCP

g os

H Y D

12

DRAINAGE PIPE (PROPOSED)

HEADER (existing & PROPOSED)

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

OPEN DITCH (PROPOSED)

SEWER

TELEPHONE

ELECTRICAL

GAS

30' MA

NEW HAMPSHIRE

S/L T/L

bnd

TOWN LINE MONUMENT

STATE LINE/

of flow

direction

show& type)

(label size

& type)

(label size

W/ FLUSHING BASIN

UNDERDRAIN (PROPOSED)

STAN'S

SIGN

MANHOLES

TRAFFIC SIGNAL

RR RIGHT-OF-WAY LINE

PROPERTY LINE (COMMON OWNER)

TAX MAP AND LOT NUMBER

protection)

(with stone outlet

6.80 Ac.±

1642/341

14

156

note if abandoned)

label size, type and

(on existing lines

UNDERGROUND UTILITIES

W/ FLUSHING BASINUNDERDRAIN (existing)

L P+04

25.0'

R T+04

25.0'

jb

M H T

M H E

M H S

M H G

SOG

W

SO

m h

e

m h

g

hy d

m ht

m h

s

wso

cc

pb

mp

PB

MP

(NOTE ANGLE FROM Å)

FENCING NOTE

CLEARING AND GRUBBING AREA

DRAINAGE NOTE

GUARDRAIL NOTE

G-1

B-1

LIGHTING NOTE

EROSION CONTROL NOTE

A

1

A

A

1

A

CONSTRUCTION NOTES

(PROPOSED)

GUY POLE OR PUSH BRACE

BENCH MARK / SURVEY DISK

METAL or PLASTIC

CURB MARK NUMBER - GRANITE

CURB MARK NUMBER - BITUMINOUS

fb

TELEPHONE

ELECTRIC

GAS

LIGHTING

FIBER OPTIC

INTELLIGENT TRANSPORTATION SYSTEM

WATER

SEWER

JB

CC

SIGNAL CONDUIT

PROPOSEDexistingPROPOSEDexisting

dh

ip

1TRAFFIC SIGNAL NOTE

SHEET 2 OF 2

m h

uUNKNOWN

m hd

TRAFFIC SIGNALS / ITS

ITS NOTE 1

FIBER OPTIC DELINEATOR

s vf

ITSitsVS F

FODfod

VARIABLE SPEED LIMIT SIGN

DYNAMIC MESSAGE SIGN

FIBER OPTIC SPLICE VAULT

ROAD AND WEATHER INFO SYSTEM

CAMERA POLE (CCTV)

ITS EQUIPMENT CABINET

CONSERVATION LAND

STATE PROJECT NO. SHEET NO. TOTAL SHEETS

27287

DGN

stdsymb1_2

STATE OF NEW HAMPSHIRE

DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

STANDARD SYMBOLS

3 17

OVERHEAD WIRE

(label type)

REVISION DATE

9-1-2016

SUMMARY OF BRIDGE QUANTITIES

ITEM NO. ITEM DESCRIPTION QUANTITY UNIT

SY

CY

CY

BL

OW

ME

DO

WN

BR

OO

K

NH

RO

UT

E 120 over

BR

NO 172/148

CO

RNI

SH

AS

HU

EL

OT

RI

VE

R

NH

RO

UT

E 63 over

BR

NO 132/113

HI

NS

DA

LE

MA

SC

OM

A

RI

VE

R

&

TR

UC

K

RD

I-89

NB o

VE

R

BR

NO 097/112

LE

BA

NO

N

MA

SC

OM

A

RI

VE

R

&

TR

UC

K

RD

I-89

SB o

VE

R

BR

NO 098/111

LE

BA

NO

N

MA

SC

OM

A

RI

VE

R

&

TR

UC

K

RD

I-89

SB

ON

RA

MP o

VE

R

BR

NO 099/111

LE

BA

NO

N

CO

NT

OO

CO

OK

RI

VE

R

US 202

&

NH 123 over

BR

NO 108/116

PE

TE

RB

OR

OU

GH

BL

OO

DS

BR

OO

K

NH

RO

UT

E 120 over

BR

NO 162/100

PL

AI

NFI

EL

D

MI

LL

BR

OO

K

NH

RO

UT

E 63 over

BR

NO 109/124

WE

ST

MO

RE

LA

ND

* NOT A BID ITEM

207.3 UNCLASSIFIED CHANNEL EXCAVATION

503.101 WATER DIVERSION STRUCTURE

593.411 GEOTEXTILE; PERM CONTROL CL 1, NON-WOVEN

FLAGGERS

619.1 MAINTENANCE OF TRAFFIC

*

PORTABLE CHANGEABLE MESSAGE SIGN

MISCELLANEOUS TEMPORARY EROSION AND SEDIMENT CONTROL

CY

CY

*

CY

CY

CY

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

618.7

692.

699.

MOBILIZATION

201.21 REMOVING SMALL TREES EA

201.22 REMOVING LARGE TREES EA

203.601 EMBANKMENT-IN-PLACE

U

ACCESS FOR BRIDGE CONSTRUCTION

583.5 RIPRAP, CLASS V

1

*

1

* * * * *

10

-

-

-

10

-

5

39

-

10

5

-

U1

35

5

1

201.881 - 40 - 36

201.882 4 - - - - 5

697.11 -

697.31

500.0201

ACCESS FOR BRIDGE CONSTRUCTION - 1 - - - - 1 500.0202

ACCESS FOR BRIDGE CONSTRUCTION - - 1 - - - 1 500.0203

ACCESS FOR BRIDGE CONSTRUCTION - - - 1 - - 1 500.0204

ACCESS FOR BRIDGE CONSTRUCTION - - - - 1 - 1 500.0205

ACCESS FOR BRIDGE CONSTRUCTION - - - - - 1 1 500.0206

INVASIVE SPECIES CONTROL TYPE I

9

SY

SY

INVASIVE SPECIES CONTROL AND MANAGEMENT PLAN

PROJECT OPERATIONS PLAN

1

1

U

U

-

-6 - -- 6

-- - --

- -

85 -

$

U

U

U

U

U

U

203.11

606.417

645.512

670.104

1010.15

606.9513

645.531

304.7

583.3

6 13 9 9 2

- - - 36 - - -

- - - - -

- - - -

- - 1 1 - -

- - 1 1 - - 2

RIPRAP, CLASS III

FUEL ADJUSTMENT * * * * * * $

INVASIVE SPECIES CONTROL TYPE II

COMMON EXCAVATION - LRS

STREAM LINING GRAVEL

LF

TEMP. IMPACT ATTENUATION DEVICE (REDIRECTIVE), TEST LEVEL 3

PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL

U

U

U

COMPOST SOCK FOR PERIMETER BERM

SILT FENCE

TEMPORARY LIGHTING PORTABLE U

LF

LF

619.25 - - 1 - - - 1

-

400 800 600 2500

2

1

585.2 - -- -STONE FILL, CLASS B

- - - LF 645.0001 TURBIDITY BARRIER

118

160

260

280

280

120

424

425

630

-

500

520

375

1375

2200

2960

580

1080

160 130

430

430

100

100

390

390

428

250

240 160

400

650

571

2384

160

2960

400

4900

290

2280

2800

158 197

8 HR16 32 12 8 24

1 U 645.7

645.71

STORM WATER POLLUTION PREVENTION PLAN

MONITORING SWPPP AND EROSION AND SEDIMENT CONTROLS

200 300

100

- 618.61 UNIFORMED OFFICER WITH VEHICLE - - * - - - *

0.05 0.15 0.50 0.12 0.05 0.13

0.20 0.20 0.20 0.20 0.20

0.17 0.17 0.17 0.17 0.16 0.16

250 350 350 950

HR

$

SUBDIRECTORY

CONTRACT #1\ Contract 1 Quantity box

.DGN LOCATOR

STATEWIDE

STATEWIDE

QUANTITY BOX AND NOTES

VARIOUS 27287

--- ---

------

JAT 9/17

9/17SMG

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

9/17JAT

SMG 9/17

9/17JAT

AS NOTED 4 17

ACCESS FOR BRIDGE CONSTRUCTION

A TIME.

ARMORING. TEMPORARY FILLS SHALL BE RESTRICTED TO ONE SIDE OF THE PIER AT

3. SEE THE SITE PLAN FOR APPROXIMATE LIMITS OF TEMPORARY FILLS FOR PIER

GENERAL CONSTRUCTION NOTES

BRIDGES ARE FOUND IN THE GENERAL CONSTRUCTION NOTES, NOTE 1 THIS SHEET.

WILL BE FORWARDED TO THE CONTRACTOR UPON REQUEST. THE FILE NUMBERS FOR THESE

PERIOD. AFTER THE CONTRACT IS AWARDED, A COMPLETE SET OF THE EXISTING PLANS

MAY BE VIEWED AT THE NHDOT, BUREAU OF BRIDGE DESIGN OFFICE DURING THE BIDDING

THE ATTENTION OF THE ENGINEER PRIOR TO ADVANCING THE WORK. THE EXISTING PLANS

IN DIMENSIONS, CHARACTER, OR EXTENT OF THE EXISTING FEATURES SHALL BE BROUGHT TO

ANY ADJUSTMENTS REQUIRED TO PROPERLY REHABILITATE THE BRIDGE. ANY DISCREPANCIES

ALL DIMENSIONS AND ELEVATIONS OF THE EXISTING STRUCTURES AND BE PREPARED TO MAKE

REPRESENT "AS BUILT" DIMENSIONS AND ELEVATIONS. THE CONTRACTOR SHALL FIELD VERIFY

SHOWN ON THESE PLANS WERE TAKEN FROM ORIGINAL BRIDGE PLANS AND DO NOT NECESSARILY

2. THE CONTRACTOR SHOULD BE AWARE THAT EXISTING STRUCTURE DIMENSIONS AND ELEVATIONS

CONTRACTOR. SEE SPECIAL PROVISIONS FOR ADDITIONAL DETAILS.

CONSTRUCTION, MAINTENANCE, AND REMOVAL OF ANY TEMPORARY ACCESS BY THE

1. ITEM 500.020X, ACCESS FOR BRIDGE CONSTRUCTION, SHALL CONSIST OF THE DESIGN,

OF NATIVE SOILS AND VEGETATION. ALL COSTS SUBSIDIARY TO ITEM 500.020X.

FABRIC SHALL BE PLACED UNDER ALL TEMPORARY FILLS TO MINIMIZE DISRUPTION

WETLAND PERMIT AND WITHIN EASEMENTS SHOWN ON THE SITE PLANS. A GEOTEXTILE

2. TEMPORARY FILLS SHALL REMAIN WITHIN WETLAND IMPACT AREAS SHOWN IN THE

UNDERGROUND LOCATIONS NEAR THE BRIDGES FOR POSSIBLE UTILITIES.

3. THE CONTRACTOR SHALL CONTACT DIG SAFE TO SURVEY AND TAG ALL

WESTMORELAND BR NO 109-124 FILE NO L-2

PLAINFIELD BR NO 162-100 FILE NO Q-19

PETERBOROUGH BR NO 108-116 FILE NO 2-7-2-4

LEBANON BR NO 099-111 FILE NO 19-1-4



HINSDALE BR NO 132-113 FILE NO 2-5-2-2, 5-13-3-3

CORNISH BR NO 172-148 FILE NO N-13

UPON REQUEST. FILE NUMBERS FOR EACH BRIDGE ARE LISTED AS FOLLOWS:

AWARDED, A COMPLETE SET OF EXISTING PLANS WILL BE FORWARDED TO THE CONTRACTOR

TO BID WEBPAGE, DURING THE BIDDING PERIOD. AFTER THE CONTRACT HAS BEEN

1. EXISTINGS PLANS ARE AVAILABLE, ON-LINE IN THE BID PACKAGE ON THE INVITATION

0.07 0.07 0.65 0.07 0.07 0.07

1 - - - - -

WATER DIVERSION STRUCTURE U1- 1 - - - -

WATER DIVERSION STRUCTURE U1- - 1 - - -

WATER DIVERSION STRUCTURE U1- - - 1 - -

WATER DIVERSION STRUCTURE U1- - - - 1 -

WATER DIVERSION STRUCTURE U1- - - - - 1

503.102

503.103

503.104

503.105

503.106

0.16 0.16 0.17 0.17 0.17 0.17

200

TEMPORARY ACCESS ONCE IT IS REMOVED.

HUMUS SHALL BE USED TO LANDSCAPE AND RESTORE THE AREA DISTURBED BY THE

4. ITEM 646.31, TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS AND ITEM 647.1,

646.31 TURF ESTABLISHMENT WITH MULCH AND TACKIFIERS 60 165 500 60 25 10 820 SY

CY7413545155HUMUS 647.1

30'-0"

3'-0"

5'-0"

2'-

0"

5'-0"



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

BR NO 172/148 PLAN VIEW

SCALE: 1" = 5'-0"

SUBDIRECTORY

BRC\CONTRACT#1\ 172-148 genplan

.DGN LOCATOR

NH RTE 120 over BLOW ME DOWN BROOK

CORNISH

GENERAL PLAN BR NO 172/148

172/148 27287

--- ---

------

JAT 9/17

9/17SMG

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

9/17JAT

SMG 10/16

10/16JAT

AS NOTED 5 17

N

310+50 311+00

BR

OO

K

BL

OW

ME

DO

WN

NH ROUTE 120TO LEBANON

TO CORNISH FLAT

1'-

6"

15'-

6"

15'-

6"

1'-

6"

34'-

0"

OU

T-

TO-

OU

T

(TYP)

90°-00'-00"

APPROX EXIST ROW

APPROX EXIST ROW

FP 2061/6

ESNH 159/336

FRAME SECTION

SCALE: ‚" = 1'-0"

2

1

ITEM 593.411

STREAM BED

APPROX. EXISTING 3' THICK

ITEM 583.3

ITEM 207.3

PAY LIMITS,

SCALE: ‚" = 1'-0"

WING SECTION

2

1

ITEM 593.411 ITEM 203.601

STREAM BED

APPROX. EXISTING

3' THICK

ITEM 583.3

ITEM 207.3

PAY LIMITS,



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY


ITEM 203.11, COMMON EXCAVATION - LRS

IN THESE LOCATIONS TO BE PAID UNDER

- TOP 6" OF EXCAVATION (IF REQUIRED)

THE CONTRACTOR SHALL VERIFY ALL ELEVATIONS.

DETECTION AND RANGING) TECHNOLOGY.

CREATED USING AERIAL 3D LiDAR (LIGHT

THE CONTOURS SHOWN ON THIS PLAN WHERE

NOTE

SCALE: 1" = 10'-0"

SUBDIRECTORY

BRC\CONTRACT#1\ 172-148 lrs

.DGN LOCATOR

NH RTE 120 over BLOW ME DOWN BROOK

CORNISH

SITE PLAN BR NO 172/148

172/148 27287

--- ---

------

JAT 4/17

9/17SMG

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

9/17JAT

SMG 4/17

4/17JAT

AS NOTED 6 17

N

310+50 311+00

BR

OO

K

BL

OW

ME

DO

WN

NH ROUTE 120TO LEBANON

TO CORNISH FLAT

FP 2061/6

ESNH 159/336

I.S.

I

I.S.

I

I.S.

I

I.S.

I

I.S.

I

I.S.

II

I.S.

II

2

PEM1J

1R2UB1

34

BANK

BANK

5

BANK

6

BANK

TEMPORARY ACCESS ROAD

APPROXIMATE LOCATION OF

ALL AROUND

7'-0

"

(TYP)25'-

0"

3'-6

"

140'-10ƒ"

5'-6‚"

63'-0" 63'-0"

5'-6‚"3'-10‚"

4'-

0"

12'-

1"

12'-

1"

1'-

3"

1'-

9"

31'-

2"

OU

T-

TO-

OU

T

(TYP)8'-0

"

7'-0" AROUND PIER

25'-0" AT ABUTMENTS

1'-

0"



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

ON EXISTING PLAN ELEVATIONS.

ALL ELEVATIONS GIVEN ARE BASED

NOTE:

SUBDIRECTORY

BRC\CONTRACT #1 132-113 genplan

.DGN LOCATOR

NH RTE 63 over ASHUELOT RIVER

HINSDALE


132/113 27287

--- ---

------

JAT 12/16

9/17SMG

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

9/17JAT

SMG 12/16

12/16JAT

AS NOTED 7 17

131211

PT

ST

A. 1

0+

75.

00

NH ROUTE 63

NH

RO

UT

E 119

RI

VE

RA

SH

UE

LO

T

N


APPR

OX. E

XISTI

NG R

OW

APPROX. EXISTING ROW

(TYP)

65°-00'-00"

APPROX EXIST ROW

APPROX EXIST ROW

PSNH 25/3

NET&T 2/2

10T

65T

10T

PSNH 25/2

NET&T 2/1

PSNH 2/14-1

PSNH 25/3-1

NET&T 35/1

m h

s

m h

s

m h

s

HALF SIZE SCALE: 1" = 20'-0"

SCALE: 1" = 10'-0"

ABUTMENT OR PIER

FACE OF EXISTING

STREAM BED

APPROX. EXISTING

ITEM 593.411

SCALE: ‚" = 1'-0"

TYPICAL SECTION

5' THICK AT PIER

3' THICK AT ABUTS

ITEM 583.5

ITEM 207.3

PAY LIMITS,

FOOTING

EXISTING

TOP OF

15'-

0"

20'-

0"

20'-

0"

20'-

0"

15'-

0"

(T

YP)

2'-6"

2'-6"



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY








NOTE

SUBDIRECTORY

BRC\CONTRACT #1 132-113 lrs

.DGN LOCATOR

NH RTE 63 over ASHUELOT RIVER

HINSDALE


132/113 27287

--- ---

------

JAT 4/17

9/17SMG

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

9/17JAT

SMG 4/17

4/17JAT

AS NOTED 8 17

LONGER REQUIRED

ONCE TEMPORARY ACCESS ROAD IS NO

(ACERRUBRUM, RED MAPLE, #2 CG, 4 FT)

- PLACE 5 RED MAPLES (AS SHOWN)

131211

PT

ST

A. 1

0+

75.0

0

NH ROUTE 63

NH

RO

UT

E 119

RI

VE

RA

SH

UE

LO

T

N


APPR

OX. E

XISTI

NG R

OW

APPROX. EXISTING ROW APPROX EXIST ROW

APPROX EXIST ROW

PSNH 25/3

NET&T 2/2

10T

65T

10T

PSNH 25/2

NET&T 2/1

PSNH 2/14-1

m h

s

m h

s

m h

s


SCALE: 1" = 10'-0"

203

203

201

201

203

203





AND PROTECTED WITH NB/PC

CAUSEWAY WILL BE CONSTRUCTED

PIER FROM EITHER SIDE.

* NOTE: CONTRACTOR WILL ACCESS THE

I.S.

I

I.S.

I

I.S.

I

I.S.

I

I.S.

I

I.S.

I

I.S.

I

1

BANK

2

BANK

3

R3RB2

5

BANK

4

BANK

4'-

0"

2'-

11"

32'-

0"

1'-

6"

2'-11"

1'-6"

226'-6•" C-C BRG

69'-8" C-C BRG87'-2•" C-C BRG69'-8" C-C BRG

20'-0" APPROACH

SLAB (TYP)

VA

RI

ES

12'-

0"

12'-

0"

VA

RI

ES

OU

T-

TO-

OU

T



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SUBDIRECTORY

BRC\CONTRACT #1 097-112 Genplan

.DGN LOCATOR

I-89 NB over TRUCK RD & MASCOMA RIVER

LEBANON

GENERAL PLAN & PROFILE BR NO 097/112

097/112 27287

--- ---

------

JAT 12/16

9/17SMG

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

9/17JAT

SMG 12/16

12/16JAT

1" = 10'-0" 9 17

N

841 842 843

10

PC 10+77.63

3

4

5

PC 5

+20.86

VERTICAL CLEARANCE

POINT OF MINIMUM

PLAN NB BR NO 097/112

À I-89 NB ROADWAYSTA. 840+80.48 STA. 841+50.15

(TYP)

86°-03'-23"

ANGLE OF CROSSING

STA. 842+37.36 STA. 843+07.02

(TYP)

SCUPPER

FACE OF RAIL

FACE OF CURB

GRADE LINE

PROFILE

FACE OF RAIL

FACE OF CURB

Å NB OFF RAMP

(TYP)

82°-45'-16"

ANGLE OF CROSSING

RO

AD

TR

UC

K

RI

VE

R

MA

SC

OM

A

MEDIAN STRIP

À CONSTRUCTION

(EXP)

À BRG ABUT A

(FIXED)

À BRG PIER 1

(EXP)

À BRG PIER 2

(EXP)

À BRG ABUT B

I-89 NORTHBOUNDTO VERMONT

STA. 9+89.68 TRUCK ROAD

STA. 842+52.37 MEDIAN STRIP =


SCALE: 1" = 10'-0"

440

450

460

470

480

490

500

510

520

0 10 20 30 40 50 60-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

460

470

480

490

500

510

520

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

NON-WOVEN (TYP)

PERM CONTROL, CL 1,

ITEM 593.411, GEOTEXTILE,

(2.5' THICK) (TYP)

RIPRAP, CLASS V

ITEM 583.5,

(TYP)

ITEM 207.3

PAY LIMITS,

(TYP)

ITEM 207.3

PAY LIMITS,

EL 488.0

EL 456.0

EL 473.0

EL 452.2 EL 451.8

226'-6•" C-C BRG

69'-8" C-C BRG87'-2•" C-C BRG69'-8" C-C BRG

4'-

0"

2'-

2"

42'-

4"

OU

T-

TO-

OU

T

2'-

11"

9'-

3"

12'-

0"

12'-

0"

20'-0" APPROACH

SLAB (TYP)

9"

1'-

6"

32'-

0"



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SUBDIRECTORY


.DGN LOCATOR

I-89 SB over TRUCK RD & MASCOMA RIVER

LEBANON


098/111 27287

--- ---

------

JAT 12/16

9/17SMG

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

9/17JAT

SMG 12/16

12/16JAT

1" = 10'-0" 10 17

N

PLAN SB BR NO 098/111

841 842 843

MEDIAN STRIP

À CONSTRUCTION

À I-89 SB ROADWAYSTA. 840+76.07 STA. 841+45.74 STA. 842+32.95 STA. 843+02.61

(TYP)

86°-03'-23"

ANGLE OF CROSSING

GRADE LINE

PROFILE

(EXP)

À BRG ABUT A

(FIXED)

À BRG PIER 1

(EXP)

À BRG PIER 2

(EXP)

À BRG ABUT B

(TYP)

SCUPPER

VERTICAL CLEARANCE

POINT OF MINIMUM

RO

AD

TR

UC

K

RI

VE

R

MA

SC

OM

A

10

FACE OF RAIL

FACE OF RAIL

FACE OF CURB

FACE OF CURB

I-89 SOUTHBOUNDTO GRANTHAM





RO

AD

TR

UC

K


SCALE: 1" = 10'-0"

440

450

460

470

480

490

500

510

520

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

440

450

460

470

480

490

500

510

520

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

NON-WOVEN (TYP)

PERM CONTROL, CL 1,


(2.5' THICK) (TYP)

RIPRAP, CLASS V

ITEM 583.5,

(TYP)

ITEM 207.3

PAY LIMITS,

EL 488.0

EL 456.0

EL 451.0 EL 453.4

EL 455.0

EL 473.0

226'-6• " C-C BRG69'-8" C-C BRG

87'-2• " C-C BRG

69'-8" C-C BRG

55'-0" C-C BRG87'-0" C-C BRG62'-6" C-C BRG

204'-6" C-C BRG

2'-

11"

20'-

0"

2'-

11"

1'-

6"

1'-

6"

25'-

10"

OU

T-

TO-

OU

T

20'-0" APPROACH

SLAB (TYP)



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SUBDIRECTORY


.DGN LOCATOR

I-89 SB ON-RAMP over TRUCK RD & MASCOMA RIVER

LEBANON


099/111 27287

--- ---

------

JAT 12/16

9/17SMG

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

9/17JAT

SMG 12/16

12/16JAT

1" = 10'-0" 11 17

N

9

PT 8+88.10

171819

I-89 SB ON-RAMP

(TYP)

SCUPPER

STA 17+15.11STA 17+70.11STA 18+57.11STA 19+19.61

(EXP)

À BRG ABUT A

Å SB ON-RAMP

TO GRANTHAM

FACE OF RAIL

FACE OF RAIL

FACE OF CURB

FACE OF CURB

(FIXED)

À BRG PIER 1

(EXP)

À BRG PIER 1

(EXP)

À BRG ABUT B

RI

VE

R

MA

SC

OM

A

RO

AD

TR

UC

K

BR NO 099/111

PLAN SB ON RAMP


SCALE: 1" = 10'-0"

440

450

460

470

480

490

500

0 10 20 30 40 50 60 70 80 90 100 110 120 130-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

0 10 20 30 40 50 60 70 80 90 100 110 120 130-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150

NON-WOVEN (TYP)

PERM CONTROL, CL 1,


(2.5' THICK) (TYP)

RIPRAP, CLASS V

ITEM 583.5,

(TYP)

ITEM 207.3

PAY LIMITS,

EL 488.0

EL 456.0

EL 454.7EL 456.7

EL 471.9



RI

VE

R

MA

SC

OM

A

840 841 842

9

PT 8+88.10

3

4

18

19

460

460

460

460

460

460

460

460

470

470

470

470

470

470

470

470

470

480

480

480

490

490

cb

I.S.

II.S.

I

I.S.

II.S.

I

I.S.

I

I.S.

I

I.S.

I

I.S.

I

I.S.

I

I.S.

I

I.S.

I

I.S.

I

I.S.

II

1

BANK

2 3

BANKR3RB2

cb cb cb

NULL

NULL

NULL

mh

s

N

cb

NULL



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

BR NOS 097/112, 098/111 & 099/111 PLAN VIEW




BARRIER LAYOUT

N

SCALE: 1" = 20'-0"

APPROX EXIST ROW

APPROX EXIST ROW

SUBDIRECTORY


.DGN LOCATOR

I-89 NB & SB & SB ON-RAMP over TRUCK RD & MASCOMA RIVER

LEBANON

SITE PLAN BR NOS 097/112, 098/111 & 099/111

--- 27287

--- ---

------

JAT 4/17

9/17SMG

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

9/17JAT

SMG 4/17

4/17JAT

AS NOTED 12 17

SCALE: 1" = 20'-0"

ITEM 670.104

PLACED DURING NON-WORK HOURS

ADDITIONAL BARRIER TO BE

6'-4"

22'-0"

53'-10"

22'-0"

3'-6"

86'-5ƒ" ALONG CHORD85'-11…" ALONG CHORD

7'-0"

(T

YP)

2'-

0"

(TYP)

10'-0"

(TYP)

7'-0"

MI

N (

TY

P)

4'-

0"

THI

CK



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SUBDIRECTORY


.DGN LOCATOR

US ROUTE 202 & NH ROUTE 123 over CONTOOCOOK RIVER

PETERBOROUGH


108/116 27287

--- ---

------

JAT 12/16

9/17SMG

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

9/17JAT

SMG 12/16

12/16JAT

AS NOTED 13 17

N

APPROX EXIST ROW

354 355

356

353

STA 355+47.68

STA 354+61.01

STA 353+74.87

CHORD

CONSTRUCTION

À CONSTRUCTION

RI

VER

CO

NT

OOC

OO

K


TO ANTRIM

TO PETERBOROUGH

NH

RO

UT

E

13

6

TO

GR

EE

NFI

EL

D

(TYP)

39°-19'-42.3"

FP 370/28

ESNH 45/48

NET&T

2

2

PSCo

DR

AI

N PIPE

field

leach


SCALE: 1" = 10'-0"

US ROUTE 202 & NH ROUTE 123

PIER SECTION

SCALE: ‚" = 1'-0"

FOOTING

EXISTING

GROUND (TYP)

APPROX EXISTING(TYP)

SLOPE VARIES

(TYP)

ITEM 593.411

6" THICK (TYP)

ITEM 304.7

PRIOR TO PLACEMENT OF GEOTEXTILE FILTER FABRIC.

1. EXCAVATE ABD REMOVE ANY UNSUITABLE MATERIAL

ANCHORED INTO EXISTING RIVERBED.

2. OUTER EDGE OF FILTER FABRIC TO BE KEYED AND

NOTES

(TYP)

ITEM 583.5



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

N

BARRIER LAYOUT

NH ROUTE 136








NOTE

SCALE: 1" = 10'-0"SUBDIRECTORY


.DGN LOCATOR

US ROUTE 202 & NH ROUTE 123 over CONTOOCOOK RIVER

PETERBOROUGH


108/116 27287

--- ---

------

JAT 4/17

9/17SMG

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

9/17JAT

SMG 4/17

4/17JAT

AS NOTED 14 17

ITEM 670.104PLACED DURING NON-WORK HOURS

ADDITIONAL BARRIER TO BE

N

APPROX EXIST ROW

354 355

356

353

STA 355+47.68

STA 354+61.01

STA 353+74.87

CHORD

CONSTRUCTION

À CONSTRUCTION

RI

VER

CO

NT

OOC

OO

K


TO ANTRIM

TO PETERBOROUGH

NH

RO

UT

E

13

6

TO

GR

EE

NFI

EL

D

(TYP)

39°-19'-42.3"

FP 370/28

ESNH 45/48

DR

AI

N PIPE

field

leach


SCALE: 1" = 10'-0"

US ROUTE 202 & NH ROUTE 123

FP 37

0/28

ESNH 45/4

8

7' to ep

fp 370/29

psnh/45/49

fiel

dleac

h

I.S.

I

I.S.

I

I.S.

I

I.S.

I

I.S.

I

I.S.

I

I.S.

I

I.S.

I

2

BANK

R3RB2

4

BANK



30'-0" ALONG CHORD

(TYP)

5'-0"

(TYP)

3'-0"

(T

YP)

2'-

0"



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SUBDIRECTORY


.DGN LOCATOR

NH ROUTE 120 over BLOODS BROOK

PLAINFIELD


162/100 27287

--- ---

------

JAT 12/16

9/17SMG

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

9/17JAT

SMG 12/16

12/16JAT

AS NOTED 15 17

NH ROUTE 120

N

BR

OO

KB

LO

OD

S

APPROX EXIST ROW

APPROX EXIST ROW

(TYP)

FACE OF LEG

TO MERIDEN

TO CORNISH


40C3

CATV

LIBERTY UTILITIES

#6 BELL ATLANTIC

4/108 TDS


SCALE: 1" = 5'-0"

FRAME SECTION

SCALE: ‚" = 1'-0"

STREAM BED

APPROX. EXISTING

(TYP)

ITEM 593.411

(TYP)

3' THICK

ITEM 583.5

(TYP)

ITEM 207.3

PAY LIMITS,

30'-0" ALONG CHORD





LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY








NOTE

SUBDIRECTORY


.DGN LOCATOR

NH ROUTE 120 over BLOODS BROOK

PLAINFIELD


162/100 27287

--- ---

------

JAT 4/17

9/17SMG

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

9/17JAT

SMG 4/17

4/17JAT

AS NOTED 16 17

NH ROUTE 120

N

BR

OO

KB

LO

OD

S

APPROX EXIST ROW

APPROX EXIST ROW

(TYP)

FACE OF LEG

TO MERIDEN

TO CORNISH



SCALE: 1" = 5'-0"

1

BANK

2

BANK

3

4

BANK

R2UB1,2

21'-6"

(TYP)

1'-6"

9'-0"

27'-6"

9'-0"

(TYP)

1'-6"

9'-0"

(TYP)1'-

6"

27'-6" 9

'-0"

(TYP)1'-6

"

30'-

6"

9'-0"

(T

YP)

1'-6"

22'-3"



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

OVERALL PLAN

SCALE: 1" = 20'-0"

SCALE: 1" = 10'-0"

BRIDGE AREA PLAN




SUBDIRECTORY


.DGN LOCATOR

NH RTE 63 over MILL BROOK

WESTMORELAND


109/124 27287

--- ---

------

JAT 12/16

9/17SMG

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

9/17JAT

SMG 12/16

12/16JAT

AS NOTED 17 17

N

301

302

303

NH ROUTE 63

MI

LL

BR

OO

K

TO WALPOLE

TO CHESTERFIELD

FP 1/103

FP 1/104

SNOWMOBILE BRIDGE

A

A

B

B

C

C

300

308

300

304

300

304

301

303

302

303

295

300

300

300

300

300

300

300

300

300

300

300

300

300

300

305

305

310

310

305

305

310

I.S.

I

I.S.

I

I.S.

I

I.S.

I

I.S.

I

I.S.

I

I.S.

I I.S.

I

I.S.

I I.S.

I

I.S.

I

I.S.

I

I.S.

I

I.S.

I

I.S.

I

I.S.

II.S.

I

I.S.

II

I.S.

II

I.S.

II

I.S.

II

I.S.

II

I.S.

II

I.S.

II

I.S.

II

R2UB1

1

PFO1E

3 2

BANK

N

302

NH ROUTE 63

MI

LL

BR

OO

K

TO WALPOLE

TO CHESTERFIELD

FP 1/103

FP 1/104

SNOWMOBILE BRIDGE

295

300

300

300

300

300

300

300

305

305

3051'-6"27'-6"6'-0"13'-0"

1'-6"6'-0"1'-6"

9'-0"

VARIES

I.S.

I

I.S.

I

I.S.

I

I.S.

I

I.S.

I I.S.

I

I.S.

I

I.S.

I

I.S.

I

I.S.

II.S.

I

I.S.

II

I.S.

II

I.S.

II

I.S.

II

I.S.

II

SECTION A-A

SCALE: 1" = 5'-0"

GROUND

APPROX EXISTING

EL 300.00

EL 304.00

1•

1

ITEM 593.411

4' THICK

ITEM 585.2

ITEM 207.3

PAY LIMITS,

SECTION B-B

SCALE: 1" = 5'-0"

EL 300.00

4' THICK

ITEM 585.2

GROUND

EXISTING

APPROX

ITEM 593.411

ITEM 207.3

PAY LIMITS,

SECTION C-C

SCALE: 1" = 5'-0"

4' THICK

ITEM 585.2

GROUND

EXISTING

APPROX

ITEM 593.411

ITEM 207.3

PAY LIMITS,

engineeringgis.dot.nh.gov/plan/27287.pop.pdf4 7 2. 5 clearing line edge of pavement traveled way...

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