sheet no. description - new hampshiregis.dot.nh.gov/plan/40092.pop.pdf · nhdot project marker...

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

40092

DGN

index_sheet

STATE OF NEW HAMPSHIRE

DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

2 25

AND GENERAL NOTES

INDEX OF SHEETS

1 4 5 6 7 8 9

15-25 Route 13

CROSS SECTIONS

13,14 PAVEMENT MARKING and SIGNING SHEETS

12 PROFILE

10,11 GENERAL PLAN SHEETS

ROADWAY PLANS

8,9 SIGN TEXT LAYOUT SHEET

7 SUMMARY OF QUANTITIES

6 DRIVEWAY DETAILS

5 TYPICAL SECTIONS OF IMPROVEMENT

3,4 STANDARD SYMBOLS

2 INDEX OF SHEETS AND GENERAL NOTES

1 TITLE PAGE

13451

index_sheet.dgn Default 5/26/2016 9:11:14 AM “n34mem”

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


40092

DGN

stdsymb1_2



3 25

STANDARD SYMBOLS

stdsymb1_2.dgn Default 5/26/2016 9:12:28 AM “n34mem”

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


40092

DGN

stdsymb1_2



4 25

STANDARD SYMBOLS

stdsymb1_2.dgn Default 5/26/2016 9:13:14 AM “n34mem”

1•

"

11'-0" 11'-0"

5%

NH ROUTE 13

1'

NOT TO SCALE

À

CONSTRUCTION

GENERAL NOTES:

VARIES 0' - 12'

4' - 6'

VARIES

5%2%2%

5%

4' - 6'

VARIES

2.5'

6:1

Existing Ground

7'±5'±

BOTTOM OF SLOPE

4:1

2:1

ITEM 647.1 - HUMUS (TYP.)

ITEM 641. LOAM OR

6:1Existing Ground

7'± 5'±

BOTTOM OF SLOPE

4:1

2:1


ITEM 641. LOAM OR1'

2.5'

5%

STEP BOX WIDENING DETAIL

Existing T.W.

1•

"

SLOPE OF PAVEMENT

Å

CONSTRUCTION

2•

"

6:1Existing Ground

7'±5'±

BOTTOM OF SLOPE

2:1

1'

2.5'

2:1BITUMINOUS PAVEMENT

ITEM 628.2 - SAWED


ITEM 641. LOAM OR

FILL SLOPES

IN 6:1

7.0'

EXISTING

MATCH

À

CONSTRUCTION

2% 2%

2'-0" 2'-0"

12"

(6" REVEAL, 3" RADIUS)

CURB, 18" HIGH, W/3" ROUNDED EDGE

ITEM 609.01187 - STRAIGHT GRANITE

R

3"3"

3"

1'-6" 1'-6"

1'-0"

1•" WEARING COURSE, 0.085 T./S.Y.

MACHINE METHOD

ITEM 403.11002 - HOT BITUMINOUS PAVEMENT,

11.0'to 16.0'

VARIES

12"

12"

1'

1 1/2 " WEARING COURSE, 0.085 T./S.Y.

MACHINE METHOD

ITEM 403.11002 - HOT BITUMINOUS PAVEMENT,

VARIES (15.0' TO 21.0')


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

40092

DGN

40092TYP


SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN


5 25

5/16

5/16

M.

Marshall

J.

Hebert

IMPROVEMENT (40092)

TYPICAL SECTIONS OF

2•

"

MULCH AND TACKIFIERS

ESTABLISHMENT WITH

ITEM 646.31 - TURF


ESTABLISHMENT WITH

ITEM 646.31 - TURF


ESTABLISHMENT WITH

ITEM 646.31 - TURF

ITEM 304.2 - GRAVEL (F)(12")

ITEM 304.3 - CRUSHED GRAVEL (F)(12")

ITEM 304.3 - CRUSHED GRAVEL (F)(12")

ITEM 304.2 - GRAVEL (F)(12")

2:1 CUT = 25 CY/100 LF

6:1 CUT = 31 CY/100 LF

2:1 FILL = 25 CY/100 LF

6:1 FILL = 40 CY/100 LF

2:1 CUT = 25 CY/100 LF

6:1 CUT = 17 CY/100 LF

2:1 FILL = 25 CY/100 LF

6:1 FILL = 56 CY/100 LF

3.7 CY/100 LF/1' OF WIDTH

3.7 CY/100 LF/1' OF WIDTH

see plans

Width varies

12"

3"

8"

8"

CRUSHED GRAVEL FOR DRIVES

ITEM 304.35 -

HAND METHOD (3" DEEP)

BITUMINOUS PAVEMENT,

ITEM 403.12- HOT

CONCRETE SIDEWALK (F)

ITEM 608.26 - 6"

FOR DRIVES

CRUSHED GRAVEL

ITEM 304.35 -

FOR ALL LONGITUDINAL PAVEMENT JOINTS.

1. ITEM 403.6 - PAVEMENT JOINT ADHESIVE IS REQUIRED

CONTRACT ADMINISTRATOR OR AS SHOWN PER PLANS.

2. NO CLEARING SHALL OCCUR UNLESS APPROVED BY THE

TO PRODUCE A SMOOTH PROFILE.

3. SUFFICIENT FIELD MEASUREMENTS SHALL BE TAKEN

NH ROUTE 13.

4. EXISTING SUPERELEVATION SHALL BE MAINTAINED ON

INSIDE EXISTING TRAVELWAY.

5. THE SAW CUT FOR STEP BOX WIDENING WILL BE 1'

CURB, 18" HIGH, W/3" ROUNDED EDGE

ITEM 609.01187 - STRAIGHT GRANITE

NH 13 STA. 112+00

STA. 100+50 to 119+00

STA. 102+00 to 117+50 LT & RT

2 1/2 " BASE COURSE, 0.142 T./S.Y.

2 1/2 " BINDER COURSE, 0.142 T./S.Y.

PAVEMENT, MACHINE METHOD

ITEM 403.11002 - HOT BITUMINOUS

VARIES (4.0'- 6.0')

POST OFFICE DRIVE CURB DETAIL

POST OFFICE DRIVE DETAIL

6:1

Existing Ground2:1


ESTABLISHMENT WITH

ITEM 646.31 - TURF


ITEM 641. LOAM OR

STA. 113+50 to 115+50 RT

TREATMENT SWALE

2:1

2:1

5'

40092TYP.dgn Default 5/31/2016 2:22:58 PM “n34mem”

(NORMALLY 12" UNLESS OTHERWISE NOTED)

DRIVE PIPE - DIAMETER VARIES

(SEE NOTE NO. 4)

ITEM 304.35 - CRUSHED GRAVEL FOR DRIVES

DI

TC

H

À

SEE ROADWAY TYPICAL

VARIES

POINTS

BREAK

(0.5% MIN. - 5% MAX.)

SLOPE VARIES

DRIVEWAY

A

A

(SEE NOTE NO. 4)

ITEM 403.12 - H.B.P. (HAND METHOD)

(SEE NOTE NO. 4)


(SEE NOTE NOS. 1-3)

COURSES

ROADWAY BASE

DRIVEWAY

SLOPE OF SHOULDER

(SEE NOTE NO. 4)


(6'-0" MIN. DES.)

CURB TAPER (TYP.)

(SEE NOTE NO. 9)

CURB CUT VARIES

(5'-0" TYP.)

SIDEWALK WIDTH VARIES

12:1 MAX.

SLOPE

VA

RI

ES

SL

OP

E

SIDEWALK

SLOPE OF

SL

OP

E

(2% MAX.)

1.6% TYP.

VARIES

WIDTH

(SEE NOTE NO. 5)

RADIUS VARIES

REVEAL

7"

REVEAL

2"

CURB CUT

VARIES

2" LIP

DRIVE À

(SEE NOTE NO. 4)


18"

SIDEWALK

VARIES

PLATFORM

VARIES

VARIES VARIES

SLOPE OF SIDEWALK

DRIVEWAY

(SEE NOTE NO. 4)


BREAK POINT

FILL SECTION *

IN WIDTH OF CURB

TRANSITION LIP

VARIES (TYP.)

(6'-0" MIN. DES.)

CURB TAPER (TYP.)

2"

CURB (TYP.)

CURB (TYP.)

CURB

9. CURB CUTS FOR RESIDENTIAL DRIVES WITH ANGLES OF ENTRY OF 75°-90° ARE TYPICALLY 25'-0".

8. CURBING CAN BE FLARED TO FIT DRIVE RADII IF APPROPRIATE OR ENDED AS DETAILED ABOVE.

7. USE SLOPED END SECTIONS ON DRIVE PIPES FOR UNCURBED DRIVEWAYS.

6. DITCHES ARE RECOMMENDED FOR UNCURBED DRIVEWAYS IN CUT SLOPES.

5. FOR DESIGN CRITERIA AND OTHER ADDITIONAL INFORMATION, REFER TO THE NHDOT DRIVEWAY MANUAL.

COURSES

ROADWAY BASE

CUT SECTION *

(0.5% MIN. - 5% MAX.)

SLOPE VARIES *

4:1 MAX. STEEPNESS FOR DRIVE PIPE COVER

6:1 (TYP.)

PAVEMENT

EDGE OF ROADWAY

REVEAL

2"

RAMP

EDGE OF

SHOULDER EDGE

PROFILE

(SEE DETAIL)

LIP

COURSES

ROADWAY BASE

PLAN VIEW WITH SIDEWALK RAMP

TYPICAL URBAN CURBED DRIVE IN CUT/FILL SECTION

LIP DETAIL

TYPICAL UNCURBED DRIVE IN CUT SECTION

AA

DITCH DRIVE SLOPE

GENERAL NOTES

END VIEW

1'-0"

PLATFORM

VARIES - 20'-0" MIN. DESIRABLE

PAVED APRON

VARIES (5'-0" MIN.)

A-A DRIVEWAY CROSS-SECTION

(SEE NOTE NOS. 1-3)

PAVEMENT

ROADWAY

EDGE OF

PLATFORM

VARIES - 20'-0" MIN. DESIRABLE

PAVED APRON

VARIES (5'-0" MIN.)

TYPICAL UNCURBED DRIVE IN FILL SECTION

NOTE: REFER TO PAVEMENT LAYOUT PLANS AND CROSS-SECTIONS FOR DRIVEWAY LENGTHS, WIDTHS, RADII, CURB CUTS, GRADES AND PAVEMENT & BASE COURSE DEPTHS

* SEE NOTE NOS. 1-3

PAVEMENT

ROADWAY

EDGE OF

PAVEMENT

ROADWAY

EDGE OF

REVISION DATE

06/04/12 THE 12" OF CRUSHED GRAVEL NOTED ABOVE.

STRUCTURAL BOX, 9" OF CRUSHED STONE FINE GRADATION MAY BE SUBSTITUTED FOR

STRUCTURAL BOX. IF THE DRIVE IS ADJACENT TO A ROADWAY WITH A CRUSHED STONE

ADJACENT TO ROADWAYS WITH CONVENTIONAL CRUSHED GRAVEL, GRAVEL, AND SAND

COURSES) FOR COMMERCIAL DRIVES WITH FREQUENT HEAVY TRUCK TRAFFIC THAT ARE

B. TYPICALLY 12" CRUSHED GRAVEL WITH 3" HBP (HAND METHOD, PLACED IN 2

FINE GRADATION MAY BE SUBSTITUTED FOR THE 8" OF CRUSHED GRAVEL NOTED ABOVE.

TO A ROADWAY WITH A CRUSHED STONE STRUCTURAL BOX, 6" OF CRUSHED STONE

CRUSHED GRAVEL, GRAVEL, AND SAND STRUCTURAL BOX. IF THE DRIVE IS ADJACENT

COURSES) FOR RESIDENTIAL DRIVES ADJACENT TO ROADWAYS WITH CONVENTIONAL

A. TYPICALLY 8" CRUSHED GRAVEL WITH 3" HBP (HAND METHOD, PLACED IN 2

4. PAVEMENT AND BASE COURSE DEPTHS ARE:

3. THE ALGEBRAIC DIFFERENCE BETWEEN TWO ADJACENT GRADES SHOULD NOT EXCEED 10%.

2. GRADES OF OTHER DRIVES BEYOND THE PLATFORM SHOULD NOT EXCEED 15%.

1. GRADES OF MAJOR ENTRANCES BEYOND THE PLATFORM SHOULD NOT EXCEED 8%.


40092

DGN

driveway



6 25

DRIVEWAY DETAILS

driveway.dgn Default 5/26/2016 9:09:37 AM “n34mem”


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

40092

DGN

40092TYP


SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN


7 25

5/16

5/16

M.

Marshall

J.

Hebert

SUMMARY OF QUANTITIES

40092TYP.dgn Default 5/26/2016 9:06:41 AM “n34mem”

SIGN SIZE TEXT DIMENSIONS POSTS PER SIGN SIGN SIZE TEXT DIMENSIONS POSTS PER SIGN

IDENT #WIDTH

(inch)

HEIGHT

(inch)TEXT

LETTER HEIGHT

(inch)

SHIELD

SIZE

(inch)

ARROW

(inch)

NUMERAL

(inch)

# SIGNS

REQ'D

SIGN AREA

(SQ. FT.)

BR

EA

KA

WA

Y

ST

EE

L I

-BE

AM

CO

NC

RE

TE

BA

SE

4"

OD

AL

UM

INU

M

U-C

HA

NN

EL

-GA

LV

.

REMARKS ITEM # IDENT#WIDTH

(inch)

HEIGHT

(inch)TEXT

LETTER HEIGHT

(inch)

SHIELD

SIZE

(inch)

ARROW

(inch)

NUMERAL

(inch)

# SIGNS

REQ'D

SIGN AREA

(SQ. FT.)

BR

EA

KA

WA

Y

ST

EE

L I

-BE

AM

CO

NC

RE

TE

BA

SE

4"

OD

AL

UM

INU

M

U-C

HA

NN

EL

-GA

LV

REMARKS

NOM TOTAL NOM TOTAL

UC LC CAPS AREA AREA UC LC CAPS AREA AREA

10C 6C*

5E

5E

6C*

12E

4E

4E

6C*

10E

14.6 x 7

4D

14.6 x 7

4C 4C 4x6

7 x 9.8

4C 4C 4x6

4C 4C 4x6 2.5C 2.5C

5C 5C 7 x 5

4C 4C 4x6 2.5C 2.5C

2.5C 2.5C

12C 5C 5C 7 x 5

2.5C 2.5C

12B


9C

STATE PROJECT NO. FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS

25

WHITE / BROWN

Mount Below GA-045.00 5.00

WHITE / BROWN

Mount Below GA-01

615.0

501

SP-02 60 12 1

1 5.00 5.00

BLACK / WHITE

BLACK / WHITE

BLACK / WHITE

* = First Letter 10% Larger

Mount Above M1-5(13)

BLACK / WHITE

* = First Letter 10% Larger


BLACK / WHITE *

= First Letter 10% Larger


BLACK / WHITE

BLACK / WHITE Mount

Above M1-5 (130)

4.00

4.00

1.25

12.50

4.67

4.67

4.67

4.67

16.00

M3-3

M6-1L

15

BLACK / WHITE

BLACK / WHITE

615.0

501

SP-01 60 12

WHITE / RED

BLACK / WHITE

EXCEL FILE NAME

S:\ProjectDevelopment\Forms\Project\sgntxt-I.xls

24

21 15

615.0

601

12.50

7.50

10.00

15.00

SIGN TEXT LAYOUT

6.25

7.50

5.00

7.50

6.25

20.00

2.50

30

30

24

36

30

16

16

24

24

15

30

36

30

30

30

42

42

24

24

12

R1-1

R2-1(35)

R2-1(50)

R3-8(14)

W2-1

W16-8B(1)

W16-8B(2)

M1-5(13)

M1-5(130)

M2-1

2

1

2

2

2

1

1

4

5

2

21

21

M6-1R

M6-3

615.0

601

1

1

1

8


15

40092

615.0

601

2

1

2.19

615.0

601

615.0

601

615.0

601

12

12

12

24

24

M3-1

M3-2

2

1

2

1

4.00

2.00

4.00

2.19

2.00

2.00

2.00

2.19

2.19

4.38

2.19

BLACK / WHITE

BLACK / WHITE

BLACK / YELLOW

BLACK / YELLOW Mount

Below W2-1

BLACK / YELLOW Mount

Below W2-1

1

1

1

1

GENERAL NOTES

1. REFER TO THE 2010 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION

PUBLISHED BY THE NHDOT.

2. NOTE NEW REFLECTIVITY REQUIREMENTS IN THE 2010 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION SECTION 718 PUBLISHED BY THE NHDOT.

3. REFER TO THE 2010 STANDARD PLANS FOR ROAD CONSTRUCTION AS PUBLISHED BY THE NHDOT FOR EXACT

DETAILS OF PERMANENT SIGNING STANDARDS AND NHDOT SPECIFIC SIGNS.

4. REFER TO THE LATEST EDITION OF THE STANDARD HIGHWAY SIGNS MANUAL AS PUBLISHED BY THE

USDOT-FHWA FOR EXACT DETAILS OF BORDERS, ETC.

5. THE ALUMINUM OR U-CHANNEL POST SHALL BE FLUSH WITH THE TOP OF THE SIGN ON ALL SINGLE

POST ASSEMBLIES

SIGN SIZE TEXT DIMENSIONS POSTS PER SIGN SIGN SIZE TEXT DIMENSIONS POSTS PER SIGN

ITEM # IDENT #WIDTH

(inch)

HEIGHT

(inch)TEXT

LETTER HEIGHT

(inch)

SHIELD

SIZE

(inch)

ARROW

(inch)

NUMERAL

(inch)

# SIGNS

REQ'D

SIGN AREA

(SQ. FT.)

BR

EA

KA

WA

Y

ST

EE

L I

-BE

AM

CO

NC

RE

TE

BA

SE

4"

OD

AL

UM

INU

M

U-C

HA

NN

EL

-GA

LV

.

REMARKS ITEM # IDENT#WIDTH

(inch)

HEIGHT

(inch)TEXT

LETTER HEIGHT

(inch)

SHIELD

SIZE

(inch)

ARROW

(inch)

NUMERAL

(inch)

# SIGNS

REQ'D

SIGN AREA

(SQ. FT.)

BR

EA

KA

WA

Y

ST

EE

L I

-BE

AM

CO

NC

RE

TE

BA

SE

4"

OD

AL

UM

INU

M

U-C

HA

NN

EL

-GA

LV

REMARKS

NOM TOTAL NOM TOTAL

UC LC CAPS AREA AREA UC LC CAPS AREA AREA

6D 6D 6 x 9

6D 6D 9 x 6 YELLOW

Mount below R4-7

6D 6D 9 x 6

4C 4C

6D 6D 6D 6D

4C 4C BLACK / YELLOW

6D 6D 6D 6D Mount above R3-2

4C 4C

6D 6D 6D

6D 6D 6D

6D 6D 6D 6 x 9

6D 6D 9 x 6

6D 6D 9 x 6

6D 6D 6D 9 x 6

6D 6D 9 x 6

6D 6D 9 x 6

6D 6D 6D

6D 6D 6D

5C/4C

BLACK / WHITE

4C Mount below R3-2


4D

WHITE / RED

4D Mount behind R1-1

STATE PROJECT NO. FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS

25

SIGN TEXT LAYOUT

EXCEL FILE NAME

S:\ProjectDevelopment\Forms\Project\sgntxt-I.xls 40092 9

6.25

1 BLACK / WHITE


61

5.0

60

1

R5-1 30 30 1 6.25

5.00 5.00

61

5.0

30

1

R4-7 24 30 1

3.00 6.00

61

5.0

60

1

R3-3LB1 24 18 2

4.00 8.00 1 BLACK, RED / WHITE

61

5.0

30

1

R3-2 24 24 2

2 WHITE / GREEN11.25

61

5.0

20

1

GA-06 54 30 1 11.25

WHITE / GREEN22.75 2

61

5.0

20

1

GA-05 78 42 1 22.75


61

5.0

20

1

GA-04 78 42 1 22.75


61

5.0

20

1

GA-03 66 30 1 13.75

1 3.00 3.002 WHITE / GREEN

61

5.0

60

1

SP-03 24 1815.00 15.00

61

5.0

20

1

GA-02 72 30 1

1 2.25 2.25 2 WHITE / GREEN

61

5.0

60

1

OM1-3 18 1817.50 17.50

61

5.0

20

1

GA-01 60 42 1

GENERAL NOTES

1. REFER TO THE 2010 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION

PUBLISHED BY THE NHDOT.

2. NOTE NEW REFLECTIVITY REQUIREMENTS IN THE 2010 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION SECTION 718 PUBLISHED BY THE NHDOT.

3. REFER TO THE 2010 STANDARD PLANS FOR ROAD CONSTRUCTION AS PUBLISHED BY THE NHDOT FOR EXACT

DETAILS OF PERMANENT SIGNING STANDARDS AND NHDOT SPECIFIC SIGNS.

4. REFER TO THE LATEST EDITION OF THE STANDARD HIGHWAY SIGNS MANUAL AS PUBLISHED BY THE

USDOT-FHWA FOR EXACT DETAILS OF BORDERS, ETC.

5. THE ALUMINUM OR U-CHANNEL POST SHALL BE FLUSH WITH THE TOP OF THE SIGN ON ALL SINGLE

POST ASSEMBLIES

SCALE IN FEET

50 0 50 100

MA

TC

H

TO

GE

NS

H02

AT

ST

ATI

ON 111

+50


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

40092

DGN

40092gensheet


SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN


General Plan

PL

AN

PR

EP

M.

MA

RS

HA

LL

J.

HE

BE

RT

11/15

5/16

5/16

10 25

100

101102 103 104 105 106 107 108 109 110 111

E = 4.86'

L = 271.48'

R = 1900.00'

T = 135.97'

Ç = 8°11'11.65" Left

E = 983979.70

N = 90164.89

PI= 101+35.97

MC1M Curve No. 1

PC

= 100

+00.00

PT

= 1

02

+7

1.4

8

N 31°49'23.26" W

GRID

II

I.S.

R.

O.

W.

EXISTI

NG

P-2006

EXISTING R.O.W.

P-2006

EXISTING R.O.W.

P-2006

EXISTING R.O.W.

R.

O.

W.

EXISTI

NG

R.

O.

W.

EXISTI

NG

R.

O.

W.

EXISTI

NG

EXISTI

NG R.

O.

W.

EXISTING R.O.W.

EXISTING R.O.W.

EXISTING R.O.W.

EXISTING R.O.W.

EXISTI

NG R.

O.

W.

EXISTI

NG R.

O.

W.

EXISTI

NG R.

O.

W.

EXISTING R.O.W.

Project P-2006

Slope Line

ROSE RICHARDS

ESTATE OF

ROSE RICHARDS

ESTATE OF

LLC

GARDENS,

TEMPLE

& DALE L.

RICHARD W.

WHEELER,

ESTATE, LLC

JPM REAL

PROPERTIES, LLC

2 QUIMBY ROAD

CHAD S.

MARCUM,

BROOKLINE

TOWN OF

JENNIFER R.

DAVID L. &

MILLER,

w

w

w

pb

m

hd

mb

fp

di

an

an

an

an

an

an

an

gl

x12'

6"x6"

post

wood

post

wood

6'h

bldrbldr

control pointhayner/swanson incprvt survey

pole

light

mtl

Com plex

Safety

Brookline

6'c

subsidiary for this projectClearing and grubbing is

Dunkin Donutsthe proposed construction of the This drive will move south with

by the Utility company.and is expected to be removed summer 2016existing telephone cable is abandoned

STATION 102+00

BEGIN STEP BOX WIDENING

STATION 100+50

LIMIT OF WORK

NH Rte 13

NH

Rte 13

0

Hollis

To

Townsend Ma.

To

40-2

psnh

orn

orn

ornoak

5.6'c

maple

2.5'c

orn

spruce

.96'c

cherry

.75'c

cherry

.75'c

unkno

wn

.35'c

pine

6.0'c

pine

7.0'c

1.5'd stu

mp

1.

2.

3.

4.

5.

6.7.

7. 5.o'c pine

6. 2.1'c pine

5. 2.1'c pine

4. 2.4'c pine

3. 2.4'c pine

2. 4.5'c pine

1. 3'c pine

maple

t

win

1.2'c

parking

asphalt

drive

asph

drive

gravel

oak5

'c

wds

mixed

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

17. 4.4'c pine

16. 2.5'c pine

15. 5.3'c pine

14. 6.5'c pine

13. 4.3'c pine

12. 3.4'c pine

11. 2.8'c pine

10. 5.4'c pine

9. 4.0'c pine

8. 3.5'c pine

parking

asphlt

rcp

18"

mortar hdr

gran and

mortar hdr

gran and

3s

net

164s

10

psnh

rcp

15"

mixed woods

mortar hdr

gran and

mixed woods

165

psnh

vz 3•

drive

asphalt

cmp

12"hdr

stn

hdr

stn

mixed woods

psc 63

vz 2

drive

asph

cpp

12"hawthorn

avg trpl

1.8'c

oak

2.2'c

clump

pine

orn

orn

vinyl post

& rail

drive

asphalt

drive

asphalt

18.

19.

20.

21.

22.

23.

24.

stockade

6'

wood

123n

et2p

snh

pine

2.8'c

hrd

wd

1.2'c

18.- 24.

trees

165•

psnh

bell4

126n

et3

9psnh

123•n

et1

53p

snh

158Y

psnh

1077•

VZ

164

psnh

vz 1078/3

psnh 161

vz 1078/1

1251

0vz4

0psnh 5

20T4

0T1

24

nynex 10

160

psnh 10

Co

mm

ercial L

ane

hrdwd

1.3'chrdwd

1.1'c

hrdwd

2.6'c

oak

Post

Office

Drive

Quim

by

Rd

40092gensheet.dgn gensh01 5/31/2016 12:05:52 PM “n34mem”

SCALE IN FEET

50 0 50 100

MA

TC

H

TO

GE

NS

H01

AT

ST

ATI

ON 111

+50


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

40092

DGN

40092gensheet


SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN


General Plan

PL

AN

PR

EP

M.

MA

RS

HA

LL

J.

HE

BE

RT

11/15

5/16

5/16

11 25

112 113 114 115 116 117 118 119

PO

E

=

11

9+

41.3

4

GRID

II

I.S.

II

I.S.

P-2006

EXISTING R.O.W.

R.

O.

W.

EXISTI

NG

EXISTING R.O.W.EXISTING R.O.W.

EXISTING R.O.W.

EXISTI

NG R.

O.

W.E

XISTI

NG R.

O.

W.

EXI

STI

NG

R.

O.

W.

EXI

STI

NG

R.

O.

W.

JENNIFER R.

DAVID L. &

MILLER,

& JUDITH

FORREST W.

MILKOWSKI,

REALTY

FRESH POND

FAMILY TRUST 1992

RUTH M. MORAN

& DIANE M.

MICHAEL A.

MOLKENTINE,

MURPHY, KAREN L.

BUCHANAN, DAVID W.

CHRISTINE J.

DAVID R. &

GLOVER,

WEYSHAM, MICHELLE L.

DICKERSON, COREY P.

VALERIE E.

GERALD &

PAYNTER,

w

jb

jb

di

cb

cb

cb

an

anan

an

an

an

NULL

NULL

NULL

jb

Com plex

Safety

Brookline

ledge

ledge

ledge

rcp

ledge

la

wn

la

wn

MC00 MC00

501 502 503500

subsidiary for this projectClearing and grubbing is

STATION 117+50

END STEP BOX WIDENING

STATION 119+00

LIMIT OF WORK

by the Utility company.and is expected to be removed summer 2016existing telephone cable is abandoned

SEE CROSS SECTIONS FOR THE DRAINAGE SWALE

mixed woods

hrdwds

155

psnh

vz 3

154

psnh

vz 4

hdr

mrm

drive

asphalt

cmp

15"

cmp

15"

cmp

15"

twin maple

3.6'c

maple

6'c

maple

4.5'c

twin pine

1.2'c avg

net

2

157

psnh

NH Rte 13 Milford

To

drive

asphalt

orn

orn

orn

orn

orn

orn

maple7'c

maple

3'c

quad maple5'c avg

cmp

12"

cmp

12"

cm

p

15"

oak

5.6'c

maple

3.7'c

maple

2.5'c

mpltwin1.8'c

mapletwin3.5'c

Post Office

24.

stockade

6'

wood

brush

Quim

by

Rd

orn

asphalt drive

woods

mixed

gravel drive

twin oak

3.5'c

158Y

psnh

1077•

VZ157Y

psnh

vz 1•

Bell 3s

1

1077

net

158

psnh

20T

cm

p

15"

asph drivehdr

stone

15"

Post

Office

Drive

40092gensheet.dgn gensh02 5/31/2016 11:58:03 AM “n34mem”

NAVD88=270

29

3.

7

29

4.

2

29

4.

9

29

5.

8

29

6.

9

29

8.

0

29

9.

4

30

0.

9

30

2.

7

30

4.

5

30

6.

3

30

8.

0

30

9.

6

31

0.

9

31

2.

1

31

3.

1

29

3.

82

29

4.

37

29

5.

07

29

5.

89

29

6.

98

29

8.

17

29

9.

52

30

1.

06

30

2.

80

30

4.

61

30

6.

39

30

8.

14

30

9.

72

31

1.

00

31

2.

13

31

3.

12

280 280

290290

300

310

NAVD88=270

32

3.

1

32

1.

2

31

9.

2

31

7.

4

31

5.

4

31

3.

3

31

1.

2

30

9.

1

30

7.

1

30

5.

1

30

3.

2

30

1.

5

29

9.

9

29

8.

4

29

7.

3

29

6.

2

29

5.

2

29

4.

3

29

3.

7

29

3.

3

29

3.

1

29

3.

1

29

3.

3

29

3.

7

32

3.

00

32

1.

15

31

9.

29

31

7.

46

31

5.

51

31

3.

46

31

1.

35

30

9.

21

30

7.

19

30

5.

20

30

3.

35

30

1.

60

30

0.

01

29

8.

57

29

7.

38

29

6.

31

29

5.

30

29

4.

42

29

3.

85

29

3.

42

29

3.

19

29

3.

19

29

3.

41

29

3.

82

280280

290290

300

310

320

NH 13 station 111+50 to 119+00Brookline #40092

111+50 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00

NH 13 station 100+50 to 111+50Brookline #40092

100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 111+50


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

40092

DGN

40092pro_mc1m


SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN


12 25

Plan

Prep

M.

MA

RS

HA

LL

J.

HE

BE

RT

11/15

5/16

5/16

NH 13 PROFILE

CONSTRUCTION Å

FINISHED GRADECONSTRUCTION Å

Exist. Ground

1"= 10' VERT.

1"= 50' HORIZ.

SCALE:

OVER EXISTING

1 1/2" OVERLAY

CONSTRUCTION Å

Exist. Ground

OVER EXISTING

1 1/2" OVERLAY

CONSTRUCTION Å

FINISHED GRADE

STATION 117+50

END STEP BOX WIDENING

STATION 119+00

LIMIT OF WORK

STATION 100+50

LIMIT OF WORK

STATION 102+00

BEGIN STEP BOX WIDENING

-3.70% +/-

-3.50% +/-

40092pro_mc1m.dgn Default 5/31/2016 2:32:06 PM “n34mem”

20.4'

35.6'

25.1'

MA

TC

H

TO

PV

TS

H0

2

ST

ATI

ON

11

1+

50


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

40092

DGN

400962pvt


SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN


SIGNING LAYOUT PLAN

PAVEMENT MARKING AND

plan prep

M.

MA

RS

HA

LL

J.

HE

BE

RT

11/15

5/16

5/16

13 25

PAVEMENT MARKING NOTE

BY CONSTRUCTION.

OVERLAP EXISTING MARKINGS DISTURBED

BEYOND PROJECT PAVING LIMITS TO

5. PAVEMENT MARKINGS SHALL EXTEND

NHDOT STANDARD PLAN SHEETS.

4. REPLACE WORDS/SYSMBOLS PER LATEST

PRIOR TO PAVEMENT MARKING.

TRAFFIC AT (603)-271-2291 TWO WEEKS

MIKE O'DONNELL - NHDOT BUREAU OF

3. THE CONSTRACTOR SHALL CONTACT

STRIPING OR INSTALLING W14-3 SIGNS.

REVIEW ALL PASSING ZONES PRIOR TO

2. CONTACT BUREAU OF TRAFFIC TO

BE THERMOPLASTIC.

LINES, AND RAILROAD SYMBOLS) SHALL

MARKINGS (STOP BARS, CROSSWALK

1. ALL SYMBOLS, WORDS AND TRANSVERSE

SCALE IN FEET

50 0 50 100

100

101102 103 104 105 106 107 108 109 110 111

E = 4.86'

L = 271.48'

R = 1900.00'

T = 135.97'

Ç = 8°11'11.65" Left

E = 983979.70

N = 90164.89

PI= 101+35.97

MC1M Curve No. 1

PC

= 100

+00.00

PT

=

10

2+

71.

48

N 31°49'23.26" W

GRID

w

w

w

pb

m

hd

mb

fp

di

an

an

an

an

an

an

an

gl

Keepers"

W16-8B(1)

W2-1

(OFF THE PROJECT LIMITS)

WITH NEW SIGN M2-1 & M15(130)

REPLACE EXISTING "JUNCTION" SIGN

SP-01

GA-01

REPLACE

R2-1(50)

REPLACE

GA-02

REMOVE

REMOVE

R3-8(14)

M6-1R

M1-5(13)

M3-1

M6-1R

M1-5(130)

"NO PARKING" SIGN)

(NEXT TO EXISTING

R2-1(35)

REMOVE

REMOVE

RETAIN

RETAIN

REMOVE

M1-5(13)

M3-3

R1-1

REPLACE

M1-5(130)

M3-2

GA-06

GA-05

RETAIN

M1-5(13)

M3-1

REPLACE

OM1-3

R4-7

RETAIN

RETAIN

RETAIN

RETAIN

RETAIN

RETAIN

12'

12'

6'

6'

Ce

nter t

ur

n la

ne ta

per

Lt.

&

Rt. 6.

0'

Sta. 1

03

+8

5 e

nd ta

per

50:

1

12'

4" SSL (W)

4" SSL (W)

4" DSL (Y)4'

Sh

oul

der ta

per

Lt.

16.

8'

Sta.

10

3+

00 e

nd ta

per

10

0:

1

Shoulder taper

Lt. 17.5'

Sta. 101

+00 begin taper 100:1

La

ne ta

per

Lt.

&

Rt. 1

2'

Sta. 1

00

+5

0

be

gi

n ta

per

10

0:

1

Ce

nter t

ur

n la

ne ta

per

Lt.

&

Rt. 0'

Sta.

10

0+

85

be

gi

n ta

per

50:

1

Sh

oul

der ta

per

17.

5'

Rt.

Sta.

10

1+

00

be

gi

n ta

per

50:

1

la

ne ta

per

Lt.

&

Rt. 1

1'

Sta. 1

01

+5

0 e

nd ta

per

50:

1

Sh

oulder taper

Rt.

Sta. 1

02

+0

0 en

d taper 5

0:1

4'

11'

11' 11'

11'4" DSL (Y)

4" DSL (Y)

4" SSL (W)T

4" SSL (W)T

4" SBL (W)T 4" DSL (Y)

4" SSL (W)

4" SSL (W)

18" SSL (W) T

18" SSL (W) T

CONSTRUCT PAVED DRIVE

STA. 103+50 LT


STA. 108+00 LT

+6

0

+6

0

+6

0

+0

0

+0

0

+0

0

+9

0

+5

5

+8

3

+7

0

+3

5

+0

0

+9

0

+6

0

NH Rte 13

NH

Rte 13

0

"Quimby Rd"

Police"

"P

ost

Office

dr

st"

"Milford

"stop"

complex"

safety

"Brookline

"Milford 6"

"13"

"stop"

parking

asphalt

"stop"

drive

asph

drive

gravel

Ln"

"Commercial

parking

asphlt

35"

Limit

"Speed

130"

"East

International""Rotary

"East 130"

"North 13"

Nashua"

"Brookline

50"

limit

"Speed

drive

asphalt

drive

asph

Ma 15"

"Fitchburg

"stop"

Systems"

Mechanical

"Absolute

drive

asphalt

drive

asphalt

13"

"south

"ambulance"

"Stove

Co

mm

ercial L

ane

Post

Office

Drive

Quim

by

Rd

400962pvt.dgn pvtsh01 5/31/2016 12:17:46 PM “n34mem”

25.1'

68.6'

MA

TC

H

TO

PV

TS

H0

2

ST

ATI

ON

11

1+

50


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

40092

DGN

400962pvt


SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN


SIGNING LAYOUT PLAN

PAVEMENT MARKING AND

plan prep

M.

MA

RS

HA

LL

J.

HE

BE

RT

11/15

5/16

5/16

14 25

SCALE IN FEET

50 0 50 100

112 113 114 115 116 117 118 119

PO

E

=

11

9+

41.

34

GRID

w

jb

jb

di

cb

cb

cb

an

anan

an

an

an

NULL

NULL

NULL

jb

Self Storage"

Devine Hair Design

Tattoos

"181

REMOVE

RE

TAI

N

RETAIN

R1-1

R5-1

REMOVE

R3-3LB1

R3-2

RETAIN

OM1-3

R4-7

GA-03 R2-1(50)

REPLACE

M1-5(130)

M2-1

REPLACE

W16-8B(2)

W2-1

REMOVESP-02

GA-04R3-8(14)

M6-1L

M1-5(130) M6-3

M1-5(13)

M3-3

RETAIN

R3-3LB1

R3-2

SP-03

REMOVE

Center turn lane taper

Lt.

&

Rt. 6.0'

Sta. 1

15

+4

0 begin taper 5

0:1

4" SSL (W)

4" SSL (W)

La

ne ta

per

Lt.

&

Rt.

11'

Sta.

11

8+

05

be

gi

n ta

per

10

0:

1

Sh

oul

der ta

per

Lt.

&

Rt.

Sta. 1

17

+5

0

be

gi

n ta

per

50:

1

4'

4'

11'

11'

11.5'

11.5'12'

11'

11'

4'

4'

6'

6'

Sh

oul

der ta

per

Lt.

&

Rt.

Sta. 1

18

+5

0 e

nd ta

per

50:

1

La

ne

10

0:

1 ta

per

Lt.

&

Rt.

11.

5'

Ce

nter t

ur

n la

ne

50:

1 ta

per

Lt.

&

Rt. 0'

Sta. 1

18

+4

0 e

nd ta

per

4" DSL (Y)

4" DSL (Y)

4" SBL (W)T

4" SSL(Y)

CONSTRUCT PAVED DRIVE WITH ISLAND

STA. 112+00 RT


STA. 116+50 RT

+0

0

+6

5

+8

5

+1

0

+3

0

+4

7

+9

0

+9

0

18" SSL(W)T

G1

G2

G3G4

G5

G6

R=2'

R=2'

R=2'

8"SSL(W)T

50"

Limit

"Speed

Nashua"

"Brookline

drive

asphalt

13"

"North

NH Rte 13

drive

asphalt

"stop"

only"

"exit

Police"

"Post

Office dr

Quim

by

Rd

35"

limit

"speed

asphalt drive gravel drive

asph drive

"East 130"

"South 13"

130"

"Jct

Post

Office

Drive

400962pvt.dgn pvtsh02 5/31/2016 12:12:47 PM “n34mem”

300

310

320

330

340

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

ST

A. 100+

00.0

00

30

0

31

0

32

0

33

0

34

0

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

300

310

320

330

340

350

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

ST

A. 100+

50.0

00

30

0

31

0

32

0

33

0

34

0

35

0

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

Ex. ROW

Ex. ROW

290

300

310

320

330

340

350

01

02

03

04

05

06

07

08

09

01

00

-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

ST

A. 101+

00.0

00

29

0

30

0

31

0

32

0

33

0

34

0

35

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

Ex. ROW

Ex. ROW

290

300

310

320

330

340

350

01

02

03

04

05

06

07

08

09

01

00

-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

ST

A. 101+

50.0

00

29

0

30

0

31

0

32

0

33

0

34

0

35

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

Ex. ROW

Ex. ROW

321.15319.29317.46

323.1321.2319.2317.4

6:1

+10.44 bell4|psnh|165 1/2

DLZ0

TW0C

CO08

TW0B

EP0A

WR03

WR04

DLZ0

EP0B

TW0C

CO08

TW0B

EP0A

WR03

WR04

DLZ0

EP0B

TW0C

CO08

TW0B

EP0A

WR03

WR04

+66.69 vz 3/1|psnh|165

+51.05 15" rcp

EP0B

+51.05 15" rcp3

TW0C

CO08

TW0B

EP0A

+51.05 15" rcp4

+52.09 15" rcp

WR03

5.62%

5.09%

2.47%

5.86%

4.55%

6.05%

4.59%

1.82%

1.88%

5.00%

6.01%

6.01%

4.45%

2.02%

1.76%

5.00%

6.17%

5.08%

3.23%

0.60%

0.23%

5.00%

6:1

6.6

311.5

011.5

05

.7

7

6.4

811.0

0

1.3

0

1.3

0

11.0

04

.8

7

6.0

012.0

012.0

05

.6

8

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

40

09

240092-N

H13altxs5816

0.93

0.94

0 0

NA

ME

1

NA

ME

2

NA

ME

3

DA

TE

1

DA

TE

2

DA

TE

3

15

25

4009

2-N

H13

altx

s581

6.dg

n rte

13_M

C1M

5/3

1/20

16 9

:44:

38 A

M “n

34m

em”

290

300

310

320

330

340

350

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

ST

A. 102+

00.0

00

29

0

30

0

31

0

32

0

33

0

34

0

35

0

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

Ex. ROW

Ex. ROW

280

290

300

310

320

330

340

350

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

ST

A. 102+

50.0

00

28

0

29

0

30

0

31

0

32

0

33

0

34

0

35

0

01

02

03

04

05

06

07

08

09

01

00

-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

Ex. ROW

Ex. ROW

280

290

300

310

320

330

340

01

02

03

04

05

06

07

08

09

01

00

-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

ST

A. 103+

00.0

00

28

0

29

0

30

0

31

0

32

0

33

0

34

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

Ex. ROW

Ex. ROW

315.51313.46311.35

315.4313.3311.2

WR04

EP0B

TW0C

CO08

TW0B

EP0A

WL05

WR04

EP0B

TW0C

CO08

TW0B

EP0A

WL05

WR04

EP0B

TW0C

CO08

TW0B

EP0A

WL05

5.00%3.30%2.39%

1.25%

5.00%

5.00%

3.43%

1.86%

1.86%

5.00%

5.00%

3.30%

1.76%

0.22%

0.22%

3.31%

5.00%

5.00%

2.39%

0.57%

1.25%

1.25%

4.14%

5.00%

2:1

6:1

4:1

6:1

3:1

3:1

3:1

5.6

011.0

0

2.3

02

.3

0

11.0

04

.0

0

4.8

011.0

03

.3

03

.3

011.0

04

.0

0

4.0

011.0

04

.3

04

.3

011.0

04

.0

0

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

40

09

240092-N

H13altxs5816

21

4.5

2

0.48

0 0

NA

ME

1

NA

ME

2

NA

ME

3

DA

TE

1

DA

TE

2

DA

TE

3

16

25

4009

2-N

H13

altx

s581

6.dg

n rte

13_M

C1M

5/3

1/20

16 9

:47:

40 A

M “n

34m

em”

280

290

300

310

320

330

340

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

ST

A. 103+

50.0

00

28

0

29

0

30

0

31

0

32

0

33

0

34

0

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

Ex. ROW

Ex. ROW

280

290

300

310

320

330

340

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

ST

A. 104+

00.0

00

28

0

29

0

30

0

31

0

32

0

33

0

34

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

Ex. ROW

Ex. ROW

270

280

290

300

310

320

330

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

ST

A. 104+

50.0

00

27

0

28

0

29

0

30

0

31

0

32

0

33

0

01

02

03

04

05

06

07

08

09

01

00

-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

Ex. ROW

Ex. ROW

309.21307.19305.20

309.1307.1305.1

+26.42 vz 1078/3|psnh|164

DR0B

+40.75 12' cmp+74.23 12" cmp

EP0B

TW0C

CO08

TW0B

EP0A

+28.48 psnh|10|164s|net|3s

WL05

WL06

EP0B

TW0C

CO08

TW0B

EP0A

WL05

WL06

EP0B

TW0C

CO08

TW0B

EP0A

WL05

1.45%

1.64%

1.29%

2.25%

1.07%

2.99%

5.00%

1.45%

0.09%

1.64%

1.64%

4.97%

5.00%

5.00%

5.00%

1.29%

0.48%

2.25%

5.00%

5.00%

5.00%

5.00%

1.07%

0.96%

2.99%

5.00%

5.00%

2:1

6:1

3:1

4:1

2:1

3:1

3:1

5:1

4.0

011.0

05

.3

05

.3

011.0

04

.0

0

4.0

011.0

0

6.0

06

.0

011.0

04

.0

0

4.0

011.0

06

.0

06

.0

011.0

04

.0

0

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

40

09

240092-N

H13altxs5816

21

3.4

1

1.99

0 0

NA

ME

1

NA

ME

2

NA

ME

3

DA

TE

1

DA

TE

2

DA

TE

3

17

25

4009

2-N

H13

altx

s581

6.dg

n rte

13_M

C1M

5/3

1/20

16 9

:52:

18 A

M “n

34m

em”

270

280

290

300

310

320

330

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

ST

A. 105+

00.0

00

27

0

28

0

29

0

30

0

31

0

32

0

33

0

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

Ex. ROW

Ex. ROW

270

280

290

300

310

320

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

ST

A. 105+

50.0

00

27

0

28

0

29

0

30

0

31

0

32

0

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

Ex. ROW

Ex. ROW

270

280

290

300

310

320

01

02

03

04

05

06

07

08

09

01

00

-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

ST

A. 106+

00.0

00

27

0

28

0

29

0

30

0

31

0

32

0

01

02

03

04

05

06

07

08

09

01

00

-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

Ex. ROW

Ex. ROW

270

280

290

300

310

320

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

ST

A. 106+

50.0

00

27

0

28

0

29

0

30

0

31

0

32

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

Ex. ROW

Ex. ROW

303.35301.60300.01298.57

303.2301.5299.9298.4

WL07

EP09

TW0A

CO07

TW09

EP08

WR01

WR02

WL07

+37.21 vz 2|psc 63

EP09

TW0A

CO07

TW09

EP08

WR01

+71.82 18" rcp

WR02

WL07

+78.24 18" rcp

EP09

TW0A

CO07

TW09

EP08

EP09

TW0A

CO07

TW09

EP08

1.42%

3.13%

1.89%

3.46%

2.32%

3.56%

2.57%

3.19%

5.00%

5.00%

5.00%

1.42%

0.85%

3.13%

5.00%

5.00%

5.00%

5.00%

5.00%

5.00%

1.89%

0.79%

3.46%

5.00%

5.00%

5.00%

5.00%

5.00%

5.00%

2.32%

3.56%

5.00%

5.00%

5.00%

5.00%

5.00%

5.00%

2.57%

3.19%

5.00%

5.00%

5.00%

5:1

5:1

3:1

4:1

3:1

4:1

5:1

5:1

4:1

3:1

4:1

3:1

4.0

011.0

06

.0

06

.0

011.0

04

.0

0

4.0

011.0

0

6.0

06

.0

0

11.0

04

.0

0

4.0

011.0

06

.0

06

.0

011.0

04

.0

0

4.0

011.0

06

.0

06

.0

011.0

04

.0

0

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

40

09

240092-N

H13altxs5816

29

6.0

7

4.56

0 0

NA

ME

1

NA

ME

2

NA

ME

3

DA

TE

1

DA

TE

2

DA

TE

3

18

25

4009

2-N

H13

altx

s581

6.dg

n rte

13_M

C1M

5/3

1/20

16 9

:55:

30 A

M “n

34m

em”

270

280

290

300

310

320

01

02

03

04

05

06

07

08

09

01

00

-1

0-20

-30

-40

-50

-60

-70

-80

-90

-1

00

ST

A. 107+

00.0

00

27

0

28

0

29

0

30

0

31

0

32

0

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

Ex. ROW

Ex. ROW

270

280

290

300

310

320

01

02

03

04

05

06

07

08

09

01

00

-1

0-20

-30

-40

-50

-60

-70

-80

-90

-1

00

ST

A. 107+

50.0

00

27

0

28

0

29

0

30

0

31

0

32

0

01

02

03

04

05

06

07

08

09

01

00

-1

0-20

-30

-40

-50

-60

-70

-80

-90

-1

00

Ex. ROW

Ex. ROW

270

280

290

300

310

320

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

ST

A. 108+

00.0

00

27

0

28

0

29

0

30

0

31

0

32

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

Ex. ROW

Ex. ROW

280

290

300

310

320

01

02

03

04

05

06

07

08

09

01

00

-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

ST

A. 108+

50.0

00

28

0

29

0

30

0

31

0

32

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

Ex. ROW

Ex. ROW

Ex. ROW

297.38296.31295.30294.42

297.3296.2295.2294.3

5:1

EP09

TW0A

CO07

TW09

EP08

+74.95 1.8' c trple hawthorn

+71.7 12" cpp

+64.36 vz 1078/1|psnh 161

EP09

TW0A

CO07

TW09

EP08

+20.59 2.2' c oak

DR0E

+12.55 12" cpp

DR0E

EP09

TW0A

CO07

TW09

EP08

EP09

TW0A

CO07

TW09

EP08

EP07

TW08

3.63%

3.28%

3.94%

5.00%

3.10%2.34%

5.00%

5.00%

5.00%

3.63%

3.28%

5.00%

5.00%

5.00%

5.00%

3.94%

3.45%

5.00%

5.00%

5.00%

5.00%

3.10%

2.92%

5.00%

5.00%

5.00%

5.00%

5.00%5.00%

2.34%

1.57%

5.00%

5.00%

2:1

4:1

2:1

6:1

4:1

6:1

3:1

3:1

3:1

6:1

4:1

4.0

011.0

06

.0

06

.0

011.0

04

.0

0

4.0

011.0

06

.0

06

.0

011.0

04

.0

0

4.0

011.0

06

.0

06

.0

011.0

04

.0

0

4.0

011.0

06

.0

06

.0

011.0

04

.0

0

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

40

09

240092-N

H13altxs5816

27

5.9

3

3.52

0 0

NA

ME

1

NA

ME

2

NA

ME

3

DA

TE

1

DA

TE

2

DA

TE

3

19

25

4009

2-N

H13

altx

s581

6.dg

n rte

13_M

C1M

5/3

1/20

16 1

0:01

:47

AM

“n34

mem

”

270

280

290

300

310

320

330

340

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

ST

A. 109+

00.0

00

27

0

28

0

29

0

30

0

31

0

32

0

33

0

34

0

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

Ex. ROW

Ex. ROW

280

290

300

310

320

330

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

ST

A. 109+

50.0

00

28

0

29

0

30

0

31

0

32

0

33

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

Ex. ROW

Ex. ROW

280

290

300

310

320

330

340

350

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

ST

A. 110+

00.0

00

28

0

29

0

30

0

31

0

32

0

33

0

34

0

35

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

Ex. ROW

Ex. ROW

293.85293.42293.19

293.7293.3293.1

EP09

TW0A

CO07

CO05

TW06

EP04

+98.96 6.0' c pine

EP09

TW0A

TW06

EP04

+45.92 psnh 40-2

+41.49 .75' c cherry

+49.53 0.35' c unknown

+61.03 0.96' c spruce

+84.79 pine clump

+85.15 psnh 10|160|nynex 10|124|4ot|2Ot

EP0C

EP04

1.36%

5.00%

5.00%

0.41%

5.00%

5.00%

1.36%

0.98%

5.00%

5.00%

5.00%

5.00%

0.33%

0.50%

1.32%

5.00%

5.00%

5.00%

4.89%

3.68%

5.00%

5.00%

5.00%

0.41%

1.03%

2.48%

5.00%

5.00%

5.00%

12:1

6:1 2:1

2:1

6:1

6:1

2:1

2:1

6:1

2:1

6:1

4.0

011.0

06

.0

06

.0

011.0

04

.0

0

4.0

011.0

06

.0

06

.0

011.0

04

.0

0

4.0

011.0

06

.0

06

.0

011.0

04

.0

0

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

40

09

240092-N

H13altxs5816

24

9.9

7

1.50

0 0

NA

ME

1

NA

ME

2

NA

ME

3

DA

TE

1

DA

TE

2

DA

TE

3

20

25

4009

2-N

H13

altx

s581

6.dg

n rte

13_M

C1M

5/3

1/20

16 1

0:04

:36

AM

“n34

mem

”

270

280

290

300

310

320

01

02

03

04

05

06

07

08

09

01

00

-1

0-20

-30

-40

-50

-60

-70

-80

-90

-1

00

ST

A. 110+

50.0

00

27

0

28

0

29

0

30

0

31

0

32

0

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

Ex. ROW

280

290

300

310

320

330

01

02

03

04

05

06

07

08

09

01

00

-1

0-20

-30

-40

-50

-60

-70

-80

-90

-1

00

ST

A. 111+

00.0

00

28

0

29

0

30

0

31

0

32

0

33

0

01

02

03

04

05

06

07

08

09

01

00

-1

0-20

-30

-40

-50

-60

-70

-80

-90

-1

00

Ex. ROW

Ex. ROW

Ex. ROW

280

290

300

310

320

330

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

ST

A. 111+

50.0

00

28

0

29

0

30

0

31

0

32

0

33

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

Ex. ROW

Ex. ROW

280

290

300

310

320

01

02

03

04

05

06

07

08

09

01

00

-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

ST

A. 112+

00.0

00

28

0

29

0

30

0

31

0

32

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

Ex. ROW

293.19293.41293.82294.37

293.1293.3293.7294.2CO03

TW04

EP04

+25.52 2.6' c hrdwd

EP0D

+16.36 vz/1077 1/2

EP05

TW05

CO03

TW04

EP04

+01.41 1.3' c hrdwd

EP05

TW05

CO03

TW04

EP04

+30.22 oak

+37.8 1.1' c hrdwd

+59.59 1.8' c twin maple

+59.58 2.5' c maple

+70.37 3.7' c maple

X10L

EP05

TW05

CO03

TW04

DR05

+84.27 3.5 ' c twin maple

3.53%

5.00%

3.66%

5.00%

5.00%

5.00%

1.36%

1.10%

3.55%

5.00%

5.00%

5.00%

5.62%

5.00%5.00%

5.00%

1.29%

2.14%

5.00%

5.00%5.00%

5.00%

5.00%

1.60%

2.55%

5.00%

5.00%

5.00%

5.00%

5.00%

5.00%

2.00%

0.41%

2.82%

5.00%

5.00%

5.00%

2:1

6:1

2:1

2:1

6:1

6:12:1

2:1

6:1

6:1

6:1

6:1

2:1

4.0

011.0

06

.0

06

.0

011.0

04

.0

0

4.0

011.0

06

.0

06

.0

011.0

04

.0

0

4.0

011.0

06

.0

06

.0

011.0

04

.0

0

4.0

011.0

06

.0

06

.0

011.0

04

.0

0

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

40

09

240092-N

H13altxs5816

26

6.0

8

0.59

0 0

NA

ME

1

NA

ME

2

NA

ME

3

DA

TE

1

DA

TE

2

DA

TE

3

21

25

4009

2-N

H13

altx

s581

6.dg

n rte

13_M

C1M

5/3

1/20

16 1

0:09

:15

AM

“n34

mem

”

270

280

290

300

310

320

330

340

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

ST

A. 112+

50.0

00

27

0

28

0

29

0

30

0

31

0

32

0

33

0

34

0

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

Ex. ROW

Ex. ROW

270

280

290

300

310

320

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

ST

A. 113+

00.0

00

27

0

28

0

29

0

30

0

31

0

32

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

Ex. ROW

Ex. ROW

280

290

300

310

320

330

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

ST

A. 113+

50.0

00

28

0

29

0

30

0

31

0

32

0

33

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

Ex. ROW

Ex. ROW

280

290

300

310

320

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

ST

A. 114+

00.0

00

28

0

29

0

30

0

31

0

32

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

Ex. ROW

Ex. ROW

Ex. ROW

295.07295.89296.98298.17

294.9295.8296.9298.0

WL03

+34.45 15" cmp

+50.37 20T/PSNH/158/net/1077/1

EP03

TW03

CO01

TW02

EP02

+61.37 3' c maple

+61.37 orn

DR02

WL03

EP03

TW03

CO01

TW02

EP02

+13.23 5' c avg quad maple

+89.55 12" cmp

DR02

WL03

EP03

TW03

CO01

TW02

EP02

+42.37 3.6' c twin maple

+52.16 6' c maple

DR02

WR00

+89.8 vz 1 1/2|psnh|158|net|1077|1

EP03

TW03

CO01

TW02

EP02

MC00_swale1.Toe R

+87.67 4.5' c maple

5.00%

2.31%

3.16%

5.00%5.00%

5.00%

2.46%

0.28%

3.02%

5.00%

5.00%

5.00%

5.00%5.00%

5.00%

2.00%

0.07%

2.14%

5.00%

5.00%

5.00%

5.00%

5.00%

2.31%

2.28%

5.00%

5.00%

5.00%

5.00%

5.00%

5.00%

3.16%

2.35%

5.00%5.00%

5.00%

8:1

7:1

3:1

4:1

6:1

6:1

6:1

2:1

6:1

6:1

6:1

2:1

4:1

3:1

3:1

4.0

011.0

06

.0

06

.0

011.0

04

.0

0

4.0

011.0

06

.0

06

.0

011.0

04

.0

0

4.0

011.0

06

.0

06

.0

011.0

04

.0

0

4.0

011.0

06

.0

06

.0

011.0

04

.0

04

.0

0

TR

EA

TM

EN

T S

WA

LE

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

40

09

240092-N

H13altxs5816

35

0.5

3

0.15

0 0

NA

ME

1

NA

ME

2

NA

ME

3

DA

TE

1

DA

TE

2

DA

TE

3

22

25

4009

2-N

H13

altx

s581

6.dg

n rte

13_M

C1M

5/3

1/20

16 1

0:15

:49

AM

“n34

mem

”

280

290

300

310

320

330

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

ST

A. 114+

50.0

00

28

0

29

0

30

0

31

0

32

0

33

0

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

Ex. ROW

Ex. ROW

Ex. ROW

280

290

300

310

320

330

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

ST

A. 115+

00.0

00

28

0

29

0

30

0

31

0

32

0

33

0

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

Ex. ROW

Ex. ROW

280

290

300

310

320

330

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

ST

A. 115+

50.0

00

28

0

29

0

30

0

31

0

32

0

33

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

Ex. ROW

Ex. ROW

Ex. ROW

280

290

300

310

320

330

01

02

03

04

05

06

07

08

09

01

00

-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

ST

A. 116+

00.0

00

28

0

29

0

30

0

31

0

32

0

33

0

01

02

03

04

05

06

07

08

09

01

00

-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

Ex. ROW

Ex. ROW

Ex. ROW

299.52301.06302.80304.61

299.4300.9302.7304.5

4.04%

4:1

WR00

EP03

TW03

CO01

TW02

EP02

MC00_swale1.Toe R

+63.04 1.2' c avg twin pine

WR00

EP03

TW03

CO01

TW02

EP02

MC00_swale1.Toe R

WR00

+27.08 psnh|157|2|net

EP03

TW03

CO01

TW02

EP02

MC00_swale1.Toe R

+35.23 15" cmp

EP03

TW03

CO01

TW02

EP02

4.04%

2.94%

2.66%

1.96%

1.96%

5.00%

5.00%

5.00%5.00%

2.94%

2.66%

5.00%

5.00%

5.00%

5.00%

5.00%

5.00%

1.96%

2.31%

5.00%

5.00%

5.00%

5.00%

5.00%

5.00%

1.92%

2.26%

5.00%5.00%

5.00%

5.00%5.00%

5.00%

1.66%

2.33%

5.00%

5.00%

3:1

4:1

6:1

2:1

6:1

2:1

3:1

2:1

6:1

6:1

3:1

6:1

4.0

011.0

04

.8

04

.8

011.0

04

.0

0

4.0

011.0

05

.8

05

.8

011.0

04

.0

0

4.0

011.0

06

.0

06

.0

011.0

04

.0

0

4.0

011.0

06

.0

06

.0

011.0

04

.0

0

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

40

09

240092-N

H13altxs5816

41

8.1

8

0.91

0 0

NA

ME

1

NA

ME

2

NA

ME

3

DA

TE

1

DA

TE

2

DA

TE

3

23

25

4009

2-N

H13

altx

s581

6.dg

n rte

13_M

C1M

5/3

1/20

16 1

0:21

:08

AM

“n34

mem

”

290

300

310

320

330

340

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

ST

A. 116+

50.0

00

29

0

30

0

31

0

32

0

33

0

34

0

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

CB +XX

Ex. ROW

Ex. ROW

Ex. ROW

260

270

280

290

300

310

320

330

340

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

ST

A. 117+

00.0

00

26

0

27

0

28

0

29

0

30

0

31

0

32

0

33

0

34

0

01

02

03

04

05

06

07

08

09

01

00

-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

CB +XX

Ex. ROW

Ex. ROW

Ex. ROW

290

300

310

320

330

340

01

02

03

04

05

06

07

08

09

01

00

-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

ST

A. 117+

50.0

00

29

0

30

0

31

0

32

0

33

0

34

0

01

02

03

04

05

06

07

08

09

01

00

-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

Ex. ROW

Ex. ROW

Ex. ROW

306.39308.14309.72

306.3308.0309.6

WR00

EP03

TW03

CO01

TW02

EP02

CLZ1

XD0G

+64.5 cb

+63.4 15" cmp

+75.6 bell|3s

WL01

EP01

TW01

CO00

TW00

EP00

+96.94 vz 3|psnh|155

+87.43 15" cmp

+89.48 cb+89.48 15" cmp

+98.98 15" cmp

WL01

EP01

TW01

CO00

TW00

EP00

1.56%

1.74%

5.00%

5.00%5.00%

2.75%

1.56%

5.00%

5.00%

5.00%

5.00%

5.00%

5.00%

2.73%

1.74%

5.00%5.00%

5.00%

6.18%

6.18%

6.18%

2.08%

2.15%

2.92%

3.30%

5.00%

2:1

6:1

6:1

2:1

6:1

6:1

2:1

6:1

6:1

4.0

011.0

03

.8

03

.8

011.0

04

.0

0

4.0

011.0

02

.8

02

.8

011.0

04

.0

0

4.8

311.0

01

.8

01

.8

011.0

04

.3

8

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

40

09

240092-N

H13altxs5816

25

7.2

5

3.49

0 0

NA

ME

1

NA

ME

2

NA

ME

3

DA

TE

1

DA

TE

2

DA

TE

3

24

25

4009

2-N

H13

altx

s581

6.dg

n rte

13_M

C1M

5/3

1/20

16 1

0:26

:21

AM

“n34

mem

”

290

300

310

320

330

340

350

01

02

03

04

05

06

07

08

09

01

00

-1

0-20

-30

-40

-50

-60

-70

-80

-90

-1

00

ST

A. 118+

00.0

00

29

0

30

0

31

0

32

0

33

0

34

0

35

0

01

02

03

04

05

06

07

08

09

01

00

-1

0-20

-30

-40

-50

-60

-70

-80

-90

-1

00

Ex. ROW

Ex. ROW

Ex. ROW

290

300

310

320

330

340

350

01

02

03

04

05

06

07

08

09

01

00

-1

0-20

-30

-40

-50

-60

-70

-80

-90

-1

00

ST

A. 118+

50.0

00

29

0

30

0

31

0

32

0

33

0

34

0

35

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

Ex. ROW

Ex. ROW

290

300

310

320

330

340

350

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

ST

A. 119+

00.0

00

29

0

30

0

31

0

32

0

33

0

34

0

35

0

01

02

03

04

05

06

07

08

09

01

00

-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

Ex. ROW

Ex. ROW

311.00312.13313.12

310.9312.1313.1

6.90%

WL01

EP01

TW01

CO00

TW00

EP00

WL01

+72.93 15" rcp

EP01

TW01

CO00

TW00

EP00

+66.97 15" rcp

RO00

RO00

WL02

EP01

TW01

CO00

TW00

EP00

+98.37 vz4|psnh|154

2.57%

1.88%

4.59%

5.43%

5.43%

5.26%

1.18%

1.45%

4.58%

4.59%

5.00%

5.00%

4.98%

5.03%

1.78%

1.15%

4.75%

4.76%

5.00%

5.70%

5.70%

5.47%

1.93%

1.05%

4.60%

5.00%

6:1

6:1

4:1

6:1

6:1

5.9

111.5

011.5

06

.4

2

5.8

211.5

011.5

06

.3

6

5.5

811.0

00

.8

00

.8

011.0

05

.8

6

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

40

09

240092-N

H13altxs58160

2.65

0 0

NA

ME

1

NA

ME

2

NA

ME

3

DA

TE

1

DA

TE

2

DA

TE

3

25

25

4009

2-N

H13

altx

s581

6.dg

n rte

13_M

C1M

5/3

1/20

16 1

0:31

:31

AM

“n34

mem

”

sheet no. description - new hampshiregis.dot.nh.gov/plan/40092.pop.pdf · nhdot project marker...

Documents