sheet no. descriptiongis.dot.nh.gov/plan/29024.pop.pdf · state project no. sheet no. total sheets...

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

29024

DGN

index_sheet

STATE OF NEW HAMPSHIRE

DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

2 13

AND GENERAL NOTES

INDEX OF SHEETS

7-13 GENERAL PLANS

ROADWAY PLANS

COLLAR DETAILS 6

SUMMARY OF QUANTITIES 5

3,4 STANDARD SYMBOLS

2 INDEX OF SHEETS AND GENERAL NOTES

1 TITLE PAGE

1 2 4 5 6

index_sheet.dgn Default 4/23/2016 5:49:45 PM “n70sbn”

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


29024

DGN

stdsymb1_2



3 13

STANDARD SYMBOLS

stdsymb1_2.dgn Default 4/11/2016 6:02:54 PM “n70sbn”

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


29024

DGN

stdsymb1_2



4 13

STANDARD SYMBOLS

stdsymb1_2.dgn Default 4/11/2016 6:03:30 PM “n70sbn”


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MB

ER

DA

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ST

ATI

ON

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DE

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29024

DGN

29024sum


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DEPARTMENT OF TRANSPORTATION

5

13

MA

RC

H 2016

MA

RC

H 2016

S.

NE

WS

OM

SUMMARY OF QUANTITIESTHIS INFORMATION IS FOR BIDDING PURPOSES ONLY

SUMMARY OF QUANTITIES

D.

SMIT

H

BUREAU OF TURNPIKES

29024sum.dgn Default 4/23/2016 5:58:11 PM “n70sbn”


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ER

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29024

DGN

Collar-Ditch Detail


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DEPARTMENT OF TRANSPORTATION

13

MA

RC

H 2016

S.

NE

WS

OM

D.

SMIT

HM

AR

CH 2016

SIDE VIEW FRONT SECTION

PROPOSED RCPEXISTING RCP

TOP WIDTH 18"

AROUND PIPEAT LEAST 6" AROUND PIPE

AT LEAST 6"

NTS

CLEAR COVEREACH FACE, 3"#5 BARS 12" O.C.ITEM 544.01

CLEAR COVER#5 BARS, 3"ITEM 544.01

CONCRETE CLASS AITEM 520.1

6

BUREAU OF TURNPIKES

CONCRETE CLASS AAITEM 520.01

COLLAR DETAIL

CONCRETE

TO LAST SECTION AT OUTLET

OF PIPE AND 2ND SECTION

7B IN BETWEEN LAST SECTION

CONSTRUCT AT LOCATION

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2

3

4

5 DRAINAGE NOTE MM 7.8

DRAINAGE NOTE MM 7.8



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STATE OF NEW

HA

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ME

NT OF TRANSP

OR

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GRI

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SCALE IN FEET

50 0 50 100

N.

SO

UT

HW

OO

D

DR.

SO

UT

HW

OO

D

DR.

SOMERSET PKWY.

SOMERSET PKWY.

OF PROPOSED CONSTRUCTION.

ALL ELEMENTS OF THIS FACILITY FOR PURPOSES

CONTRACTOR WILL BE REQUIRED TO FIELD VERIFY

BE USED FOR INFORMATIONAL PURPOSES ONLY.

PLANS AND AERIAL PHOTOGRAPHY. IT SHOULD

EXISTING DETAIL WAS TRACED FROM AS-BUILT

NOTES:

1 DRAINAGE NOTE MM 7.8


NASHUA MM 7.8

LOCATION #1-5 & 12


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DEPARTMENT OF TRANSPORTATION BUREAU OF TURNPIKES

7 13

GENERAL PLANS

- S.

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SMI

TH

- MA

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H

20

16

MA

RC

H

20

16

USING WATER DIVERSION ITEM - 503.102

SPIN CAST ONE PIPE AT A TIME,2.

EXISTING 70" X 50" CMP

CONCRETE LINER FOR TWIN 147'

CAST CENTRIFUGALCONSTRUCT SPIN1.

USING WATER DIVERSION ITEM - 503.101

SPIN CAST ONE PIPE AT A TIME,2.

EXISTING 62" X 43" CMP

CONCRETE LINER FOR TWIN 76.2'

CAST CENTRIFUGALCONSTRUCT SPIN1.

AND FABRIC

(6' X 5' X 1')C AT OULET

ITEM 585.3 CONST. CLASS2.

ITEM 503.104

USING WATER DIVERSION

EXISTING 52" CMP,

CONCRETE LINER FOR 210.7'

CAST CENTRIFUGAL

CONSTRUCT SPIN1.

AND FABRIC

C AT OUTLET (10' X 5' X 1')

ITEM 585.3 CONST. CLASS4.

POLYETHYLENE END SECTION

ITEM 603.33212 CONST. CORR.3.

SLOPE PIPE

CORR. POLYETHYLENE PIPE FOR12"

ITEM 603.44212 CONST. 57 FT -2.

ITEM 202.41 REMOVE 57 FT OF PIPE1.

(14' X 17' X 1') AND FABRIC

ITEM 585.3 CONST. CLASS C AT OUTLET3.

CONSTRUCT PC-7 HEADWALL ON INLET2.

CMP, USING WATER DIVERSION ITEM 503.103

LINER FOR 173.4' EXISTING 63" X 43"

CONSTRUCT SPIN CAST CENTRIFUGAL CONCRETE1.

AND FABRIC

(10' X 5' X 1')AT OUTLET

ITEM 585.3 CONST. CLASS C4.



FOR SLOPE PIPE

- 12" CORR. POLYETHYLENE PIPE

ITEM 603.44212 CONST. 55 FT2.

PIPE

ITEM 202.41 REMOVE 55 FT OF1.cb

cb

cb

29024genplans.dgn Location 2-5 4/23/2016 6:05:13 PM “n70sbn”



6AT

EH

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AT

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OF

NE

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HA

M

PSHIRE

DEPART

M

EN

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OF

TR

AN

SP

O

RT

ATION

GRID

INLET

OUTLET

SCALE IN FEET

20 0 4020

SCALE IN FEET

50 0 50 100

NB OFF RAMP

SB ON RAMP

TO MERRIMACK

F.E. EVERETT SB

TO MANCHESTER

F.E. EVERETT NB

ACCESS ROADITEM 670.0481

FOR ACCESS ROAD

USE SLOPE PIPE

RCP 2000D PIPE SECTION.

ITEM 603.00272 - CONST. 8' X 72"5.

ITEM 206.2 REMOVE EXISTING HEADWALL4.

8'X 72" RCP 2000D PIPE SECTION.

ITEM 202.42 - REMOVE EXISTING3.

CONST. ITEM 503.201 COFFERDAM2.

ITEM 503.105 WATER DIVERSION STRUCTURE1.


FACILITY FOR PURPOSES

ALL ELEMENTS OF THIS

REQUIRED TO FIELD VERIFY

CONTRACTOR WILL BE

PURPOSES ONLY.

BE USED FOR INFORMATIONAL

PHOTOGRAPHY. IT SHOULD

PLANS AND AERIAL

TRACED FROM AS-BUILT

EXISTING DETAIL WAS

NOTES:

2 SECTIONS AT INLET

7. ITEM 602.0005 REPAIRING AND PARGINg PIPES,

AND FABRIC

HEADWALL WITH CLASS B STONE

STABLIZE SLOPE BEHIND6.

(FOR 72" RCP, STANDARD)

CONST. PC-7 HEADWALL5.


ITEM 603.00272 - CONST. 8' X 72"4.


8' X 72" RCP 200D PIPE SECTION.

REMOVE EXISTINGITEM 202.42 - 2.

ITEM 503.105 WATER DIVERSION STRUCTURE1.

6B & 13


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BEDFORD MM 19.3

LOCATION # 6 & 13

OUTLET (10 X 35' X 2') WITH FABRIC

ITEM 585.2 - CONST. CLASS B AT8.

AND FABRIC


7. STABLIZE SLOPE BEHIND

& 12" CORR. POLY PIPE)

(FOR 72" RCP, STANDARD


FOR SLOPE PIPE

CORR. POLYETHYLENE PIPE

65 FT - 12"ITEM 603.44212 CONST.10.


MM

1

9

2

cb

cb

29024genplans.dgn Location 6 4/23/2016 6:11:58 PM “n70sbn”

BEDFORD MM 4.6

LOCATION # 7DRAINAGE NOTE MM 4.6

DRAINAGE NOTE MM 4.67B

TEH

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DEPART

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ATION

GRID

INLET

OUTLET

7A

SCALE IN FEET

20 0 4020

SCALE IN FEET

50 0 50 100

ACCESS ROAD

ITEM 670.0482

ACCESS ROAD

ITEM 670.0483

TO MANCHESTER

F.E. EVERETT NB

TO MERRIMACK

F.E. EVERETT SB


THIS FACILITY FOR PURPOSES

FIELD VERIFY ALL ELEMENTS OF

CONTRACTOR WILL BE REQUIRED TO

FOR INFORMATIONAL PURPOSES ONLY.

PHOTOGRAPHY. IT SHOULD BE USED

AS-BUILT PLANS AND AERIAL

EXISTING DETAIL WAS TRACED FROM

NOTES:


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(7 X 10 X 2') ND FABRIC

ITEM 585.2 CONST. LASS B AT INLET6.

(FOR 48" RCP, MODIFIED)



ITEM 603.00248 - CONST. 8' X 48"4.




STRUCTURE

ITEM 503.106 WATER DIVERSION1.

CONSTRUCT CONCRETE COLLAR PER DETAIL7.

(20 X 10 X 2') AND FABRIC

ITEM 585.2 CONST. CLASS B AT OUTLET6.

AND FABRIC






ITEM 603.00248 - CONST. 16' X 48"4.




STRUCTURE


MM

0

4

6


HOOKSETT MM 30.2

LOCATIONS # 8 & 9



9

8

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GRID

LOCATION #8

LOCATION #9

SCALE IN FEET

20 0 4020

SCALE IN FEET

50 0 50 100

AND FABRIC

CLASS C AT INLET (22 X 10 X 1')

ITEM 585.3 CONST. STONE FILL6.

(FOR 48" RCP, MODIFIED)



ITEM 603.00248 - CONST. 8' X 48"4.




STRUCTURE


TO BOW

I-93 NB

TO MANCHESTER

I-93 SB









NOTES:


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STRUCTRE EXCAVATION)

(PAID AS ITEM 206.1 - COMMON

PLACE TURF ESTABLISHMENT

REMOVE CMP SLUICE WAY AND7.

AND FABRIC

CLASS C AT INLET (15 X 10 X 1')





ITEM 603.00248 - CONST. 8' X 48"4.




STRUCTURE


MM

3

0

2

cb

cb

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10

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DEPARTM

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OF

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OR

TA

TION

GRID

SCALE IN FEET

20 0 4020

SCALE IN FEET

50 0 50 100

OUTLET

INLET

TO BOW

I-93 NB

TO MANCHESTER

I-93 SB

ACCESS ROAD

ITEM 670.0485

14

BOW MM 30.6 - 30.8

LOCATION # 10 & 14

TO HOOKSETT

I-93 SB

TO CONCORD

I-93 NB









NOTES:



ACCESS ROAD

ITEM 670.0484


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CONTROLLED DENSITY FILL CONCRETE

7. ITEM 603.001 CONST. 20.4 CY

AND FABRIC

CLASS B AT OUTLET (6 X 25 X 2')

6. ITEM 585.2 CONST. STONE FILL

LINER FOR 36" RCP

ITEM 602.20362 POLYETHYLENE PIPE4.

HEADWALL

STONE MASONRY REMORTAR EXISTING

ITEM 571.1 REPAIRING AND POINTING2.

STRUCTURE


AND FABRIC



AND FABRIC





FOR SLOPE PIPE

15" CORR. POLYETHYLENE PIPE

ITEM 603.44215 CONST.145 FT -2.

PIPE

ITEM 202.41 REMOVE 145 FT OF SLOPE1.

MM

3

0

8



TEH

ST

AT

E

OF

NE

W

HA

M

PSHIRE

DEPART

M

EN

T

OF

TR

AN

SP

O

RT

ATION

GRID

INLET

OUTLET

SCALE IN FEET

20 0 4020SCALE IN FEET

50 0 50 100

11A


TO

CA

NT

ER

BU

RY

I-93

NB

TO

BO

WI-93

SB









NOTES:

11B & 15 CONCORD MM 36.3

LOCATION # 11 & 15

FOR ACCESS ROAD

USE SLOPE PIPE


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

29024

DGN

29024genplans


SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN


12 13

GENERAL PLANS

- S.

NE

WS

OM

D.

SMI

TH

- MA

RC

H

20

16

MA

RC

H

20

16

ACCESS ROAD

USE EXISTING

WILL BE RESTORED TO NATURAL CONDITION

AREAS OF TEMPORARY IMPACT ON BANK8.

CONSTRUCTION)

FOR INSTALLATION DURING HEADWALL

BEAVER DECIEVER (CONTACT USDA7.

CONST.6.

ITEM 203.601 EMBANKMENT-IN-PLACE5.

(12' X 4' X 2') WITH FABRIC

5. ITEM 585.2 - CONST. CLASS B AT INLET




ITEM 603.00248 - CONST. 8' X 48"3.


STRUCTURE




CORR. POLYETHYLENE PIPE FOR SLOPE PIPE

ITEM 603.44212 CONST. 75 FT - 12"8.

7. ITEM 202.41 REMOVE 75 FT OF PIPE

HEADWALL TO ORIGINAL CONDITIONS


ITEM 603.30148 CONST. CONCRETE END SECTION

REMOVE EXISTING END SECTION AND5.


ITEM 603.00248 - CONST. 16' X 48"4.




STRUCTURE


MM

3

0

8

cb

cb


TEH

ST

AT

E

OF

NE

W

HA

M

PSHIRE

DEPART

M

EN

T

OF

TR

AN

SP

O

RT

ATION

GRID

SCALE IN FEET

20 0 4020SCALE IN FEET

50 0 50 100




TO CANTERBURY

I-93 NB

TO BOW

I-93 SB









NOTES:

16

17

18

CONCORD MM 36.5

LOCATION # 16-18

FOR ACCESS ROAD

USE SLOPE PIPEFOR ACCESS ROAD

USE SLOPE PIPE

FOR ACCESS ROAD

USE SLOPE PIPE


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

29024

DGN

29024genplans


SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN


13 13

GENERAL PLANS

- S.

NE

WS

OM

D.

SMI

TH

- MA

RC

H

20

16

MA

RC

H

20

16

(10' X 5' X 1') AND FABRICOUTLET

ITEM 585.3 CONST. CLASS C AT5.



SLOPE PIPE

CORR. POLYETHYLENE PIPE FOR

ITEM 603.44212 CONST. 60 FT - 12"3.


12" PIPE, 65' UNDER ROADWAY ONLY

ITEM 602.62112 PVC FOLDED LINER FOR1.

OUTLET (10' X 5' X 1') AND FABRIC

CLASS C ATITEM 585.3 CONST. 5.



SLOPE PIPE


ITEM 603.44212 CONST. 56 FT - 12"3.




OUTLET (10' X 5' X 1') AND FABRIC

ITEM 585.3 CONST. CLASS C AT5.



SLOPE PIPE


ITEM 603.44212 CONST. 50 FT - 12"3.




cbcbcb


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