town of meredith county of belknapgis.dot.nh.gov/plan/10430.pop.pdf · 2017-07-31 · existing...

COUNTY OF BELKNAP

TOWN OF MEREDITH

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

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

STANDARDPLANS/INDEX.HTM.

AT: WWW.NH.GOV/DOT/ORG/PROJECTDEVELOPMENT/HIGHWAYDESIGN/

FOR STANDARD PLANS, SEE DEPARTMENT OF TRANSPORTATION WEBSITE

REVISION DATE

9-1-2016 2 59

1 64 5 8

STATE PROJECT NO. SHEET NO. TOTAL SHEETS

10430

DGN

10430ind.dgn

STATE OF NEW HAMPSHIRE

DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

AND GENERAL NOTES

INDEX OF SHEETS

9

ELEVATIONS ARE REFERENCED TO NGVD 1929.

COORDINATES OF NAD83, 1986 ADJUSTMENT AND THE BEARINGS ARE GRID.

AND 13212. COORDINATES ARE NEW HAMPSHIRE STATE PLANE

12758, 12764, 12766, 13211, 13035, 13057, 13101, 13161, 13163,

FIELD NOTES CAN BE FOUND IN THE FIELD BOOK(S) 12367, 12368,

SURVEY DATA FOR THIS PROJECT WAS COLLECTED BY SDR AND THE

CONCRETE REPAIR DETAILS

DETAILS AND SECTIONS

GENERAL PLANS

BRIDGE PLANS

NH ROUTE 25 CROSS SECTION

US ROUTE 3 CROSS SECTIONS

CROSS SECTIONS

TRAFFIC SIGNAL PLANS

PAVEMENT MARKING AND SIGNING PLANS

CURBING AND PAVEMENT LAYOUT PLANS

DRAINAGE NOTES

GENERAL PLANS

ROADWAY PLANS

DRIVEWAY DETAILS

SIDEWALK DETAILS

ROADWAY DETAILS

DRAINAGE DETAILS

GUARDRAIL DETAILS

SIGN TEXT LAYOUT

SUMMARY OF QUANTITIES

TYPICAL SECTIONS OF IMPROVEMENT

STANDARD SYMBOLS

INDEX OF SHEETS AND GENERAL NOTES

TITLE PAGE

59

58

57

56

53-55

48-52

41-47

34-40

33

26-32

25

24

23

21,22

17-20

9-16

5-8

3,4

2

1

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 3 59


10430

DGN

10430symb1_2



STANDARD SYMBOLS

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

OVERHEAD WIRE

(label type)

REVISION DATE

9-1-2016 4 59


10430

DGN

10430symb1_2



STANDARD SYMBOLS

EXISTING

MATCH

EXISTING

MATCH

EXISTING

MATCHEXISTING

MATCH

EXISTING

MATCH


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

10430

DGN

10430typ1.dgn


SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN


5 59

TYPICAL SECTIONS

BE

P

EW

M

12-

20

16

03-

20

17

M cFarlandJohnson

6'-0"6'-0"

GRADE LINE

CONSTRUCTION > &

U.S. ROUTE 3

1•" DEPTH

ITEM 417. - COLD PLANING BITUMINOUS SURFACES

1.6%

SEE SIDEWALK DETAIL

NOT TO SCALE

STA 242+00.0 TO STA 247+72.0

SIDEWALK

5'-6"1'-0"

CURB DETAIL

SEE STRAIGHT GRANITE

LANE

TRAVEL

11'-0"

SHOULDER

VARIES

3'-0" OR

LANE

TRAVEL

11'-0"

SHOULDER

VARIES

3'-0" OR

6'-0"6'-0"

GRADE LINE

CONSTRUCTION > &

U.S. ROUTE 3

1•" DEPTH


LANE

TRAVEL

11'-0"

LANE

TRAVEL

11'-0"

NOT TO SCALE

STA 247+72.0 TO STA 253+16.95

GRASS STRIP

4'-0"

SIDEWALK

5'-0"

1.6%

FENCE

RETAIN EXISTING

SIDEWALK (F) (TYP.)

ITEM 608.12 - 2" BITUMINOUS

0'-6"

WITH MULCH AND TACKIFIERS

ITEM 646.3 - TURF ESTABLISHMENT

ITEM 641. - LOAM

0'-6"

CURB DETAIL


FLATTER

4:1 OR

FLATTER

4:1 OR

SHOULDER

3'-0"

EXISTING PARKING LOT

VARIES

SHOULDER

3'-0"LANE

TRAVEL

0'-0" to 11'-0"

2'-6"

1•" DEPTH


CURB, TYPE A (SEE NOTE 1)

ITEM 609.812 - BITUMINOUS

EXISTING

MATCH

EXISTING

MATCH

EXISTING

MATCH

EXISTING

MATCH

STA 250+01.2 TO STA 251+30.2.

A 4:1 SLOPE CANNOT BE UTILIZED FROM

1. PLACE BITUMINOUS CURB TYPE A AS SHOWN WHEN

NOTE:

STEEL-BACKED

ITEM 606.5369 - WOOD GUARDRAIL,



ITEM 641. - LOAM



ITEM 641. - LOAM



ITEM 641. - LOAM

1•" WEARING COURSE, 0.085 TONS/SY

1•" NOMINAL:

ITEM 403.11902 - HOT BITUMINOUS PAVEMENT, MACH. METH., HIGH STRENGTH (QC/QA TIER 2)


1•" NOMINAL:



1•" NOMINAL:

MACH. METH., HIGH STRENGTH (QC/QA TIER 2)

ITEM 403.11902 - HOT BITUMINOUS PAVEMENT,

3" NOMINAL (2 LIFTS)

ITEM 403.12 - HOT BITUMINOUS PAVE., HAND METH.

(TYP.)

(4" DEEP) 6.2 CY/100LF

(FINE GRADATION)

ITEM 304.401 - CR. STONE

GRADE LINE

CONSTRUCTION > &

U.S. ROUTE 3

1•" DEPTH


1.6%

SEE SIDEWALK DETAIL

SIDEWALK

5'-6"1'-0"

CURB DETAIL


LANE

TRAVEL

VARIES

LANE

TRAVEL

11'-0"

NOT TO SCALE

STA 253+16.95 TO STA 258+50.0

SHOULDER

3'-0"LANE

TRAVEL

VARIES

TURN LANE AND MEDIAN

12'-0" OR VARIES

LANE

TRAVEL

11'-0"

SHOULDER

3'-0"

GRADE LINE

CONSTRUCTION > &

U.S. ROUTE 3

1•" DEPTH


LANE

TRAVEL

12'-0"

LANE

TRAVEL

11'-0"

NOT TO SCALE

STA 258+50.0 TO STA 265+70.0

SHOULDER

5'-0"

LANE

TURN

0'-0" TO 10'-0"

LANE

TRAVEL

VARIES

SHOULDER

VARIES

MEDIAN

12'-0" OR VARIES

EXISTING

MATCHEXISTING

MATCH

EXISTING

MATCH

EXISTING

MATCH

EXISTING

MATCH

(RETAIN)

EXISTING CURB

(RETAIN)

EXISTING CURB

EXISTING

MATCH

EXISTING

MATCH

EXISTING

MATCH

EXISTING

MATCH

EXISTING

MATCH



ITEM 641. - LOAM



ITEM 641. - LOAM


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

10430

DGN

10430typ2.dgn


SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN


6 59

TYPICAL SECTION

BE

P

EW

M

12-

20

16

03-

20

17

M cFarlandJohnson


1•" NOMINAL:



1•" NOMINAL:


LANE

VARIES

LANE

VARIES

LANE

VARIES

SIDEWALK

5'-6"1'-0"

SHOULDER

VARIES

GRADE LINE

CONSTRUCTION > &

1.6%

N.H. ROUTE 25

CURB DETAIL


SEE SIDEWALK DETAIL

1•" DEPTH


SIDEWALK

VARIES

GRADE LINE

CONSTRUCTION > &

1.6%

SEE SIDEWALK DETAIL

1•" DEPTH


MAIN STREET

NOT TO SCALE

STA 51+04.0 TO STA 52+05.1

LANE

TRAVEL

VARIES

LANE

TRAVEL

12'-0"

LANE

TRAVEL

VARIES

VARIES

FA

CE

OF

BL

DG. (

TY

P.)

SEE NOTE 1

NOT TO SCALE

STA 62+00 TO STA 72+19.7

SIDEWALK DETAILNOT TO SCALE

5'-6"1'-0"

1'-6" 1'-0"

1.6%

4:1 OR FLATTER

4:1 OR F

LATTER

SIDEWALK (F) (TYP.)

ITEM 608.12 - 2" BITUMINOUS6" (MIN.)

1'-0"

6" (MIN.)

1'-6"

8%

NOT TO SCALE

DETAIL

STRAIGHT GRANITE CURB



ITEM 641. - LOAM



ITEM 641. - LOAM

LI

MI

T

TO

R.

O.

W. (

TY

P.)

LIMIT TO R.O.W. (TYP.)

ELEVATION OF SIDEWALK

MATCH TO EXISTING

TO ENSURE THE SIDEWALK CROSS SLOPE IS 1.6%.

1. THE CURB REVEAL MAY BE LESS THAN 7" IN ORDER

NOTE:

EXISTING

MATCH

EXISTING

MATCH

EXISTING

MATCH

EXISTING

MATCH

EXISTING

MATCH

EXISTING

MATCH

(RETAIN)

EXISTING CURB



ITEM 641. - LOAM



ITEM 641. - LOAM


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

10430

DGN

10430typ3.dgn


SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN


7 59

TYPICAL SECTION

BE

P

EW

M

12-

20

16

03-

20

17

M cFarlandJohnson


1•" NOMINAL:



1•" NOMINAL:


BITUMINOUS PAVEMENT

ITEM 628.2 - SAWED

(4" TYP. PLACED IN 2 EQUAL LIFTS)

TO EXISTING PAVEMENT DEPTH

PAVEMENT, HAND METHOD,

ITEM 403.12 - HOT BITUMINOUS

BITUMINOUS PAVEMENT

ITEM 628.2 - SAWED





GRANITE CURB 7" REVEAL

ITEM 609.01 - STRAIGHT

GRANITE CURB OR

ITEM 609.5 - RESET



GRANITE CURB OR

ITEM 609.5 - RESET

16.6 CY/100 LF

(4" DEEP) (TYP.)

(FINE GRADATION)


11.6 CY/100 LF

ITEM 304.401 - CR. STONE (FINE GRADATION)

SIDEWALK

5'-6"1'-0"

GRADE LINE

CONSTRUCTION > &

1.6%

SEE SIDEWALK DETAIL

1•" DEPTH


LANE

TRAVEL

VARIES

LANE

TRAVEL

12'-0"

LANE

TRAVEL

VARIES

PLEASANT STREET

ISLAND

CONCRETE

VARIES

ISLAND DETAIL

SEE CONCRETE

APRON

TRUCK

VARIES

NOT TO SCALE

STA 90+15.0 TO STA 90+85.0

1'-0"1'-0"

6" (MIN.)

(TYP)

7" REVEAL

GRANITE CURB

STRAIGHT

ITEM 609.01 -

VARIES

SLOPE

6'-0"

4'-0" TO

VARIES

VARIES VARIES

1'-0" 1'-0"

CONCRETE ISLAND DETAIL

BACK CURB DETAIL

NOT TO SCALE

STA 90+16.6 TO STA 90+63.0

STA 258+00.0 TO STA 258+25.4

NOT TO SCALE

STA 242+83.7 TO STA 245+85.3

6"(MIN.)

EXISTING PAVEMENT

EXISTING

MATCHEXISTING

MATCH

EXISTING

MATCH

DETAIL

SEE TRUCK APRON

2%

1'-6"

TRUCK APRON DETAIL

REVEAL

3"

(TYP)



1'-6"

REVEAL

7"

12"

NOT TO SCALE

STA 70+35.2, RT TO STA 90+38.2, RT

BITUMINOUS PAVEMENT

ITEM 628.2 - SAWED


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

10430

DGN

10430typ4.dgn


SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN


8 59

TYPICAL SECTION

BE

P

EW

M

12-

20

16

03-

20

17

M cFarlandJohnson



ITEM 641. - LOAM



ITEM 641. - LOAM



ITEM 641. - LOAM

REINFORCED CONCRETE SIDEWALK

ITEM 608.385 - 8" TEXTURED


1•" NOMINAL:


BITUMINOUS PAVEMENT

ITEM 628.2 - SAWED

BITUMINOUS PAVEMENT

ITEM 628.2 - SAWED

BITUMINOUS PAVEMENT

ITEM 628.2 - SAWED

BITUMINOUS PAVEMENT

ITEM 628.2 - SAWED





(2 EQUAL LIFTS)

MATCH EXISTING PAVEMENT DEPTH

4" BINDER COURSE



(2 EQUAL LIFTS)

MATCH EXISTING PAVEMENT DEPTH

4" BINDER COURSE



WITH 3" ROUNDED EDGE

GRANITE CURB,18" HIGH


(TYP)



1'-0"

ITEM 641. - LOAM

MULCH 4" DEEP

ITEM 645.154 - BARK

VARIES1'-0" 1'-0"

6"(MIN.)

(TYP)



BITUMINOUS PAVEMENT

ITEM 628.2 - SAWED

BITUMINOUS PAVEMENT

ITEM 628.2 - SAWED (4" TYP. PLACED IN 2 EQUAL LIFTS)




LANDSCAPED ISLAND DETAILNOT TO SCALE

2'(MIN.)

ITEM 641. - LOAM

MULCH 4" DEEP

ITEM 645.154 - BARK

1'-0"

(2 EQUAL LIFTS)

DEPTH (MINIMUM 3")

MATCH EXISTING PAVEMENT

PAVEMENT, HAND METHOD


(FINE GRADATION)


(FINE GRADATION)


SIDEWALK

ITEM 608.26 - 6" CONCRETE (FINE GRADATION)


TO

TO

TO

TO

ROUNDING

TOTAL

INVASIVE SPECIES CONTROL TYPE I SUBTOTAL

INVASIVE SPECIES CONTROL TYPE II ROUNDING

COMMON STRUCTURE EXCAVATION EXPLORATORY

WATER DIVERSION STRUCTURE TOTAL

COFFERDAMS

RECONSTRUCTING/ADJUSTING SEWER MANHOLES

PORTABLE CONCRETE BARRIER FOR TRAFFIC CONTROL

TEMP. IMPACT ATTENUATION DEVICE (NON-REDIRECTIVE) TEST LEVEL 2

ADJUSTING WATER GATES AND SHUTOFFS SET BY OTHERS

ADJUSTING SEWER GATES AND SHUTOFFS SET BY OTHERS

REMOVING CANTILEVER TRAFFIC SIGN STRUCTURE

REMOVING SPAN WIRE SIGN STRUCTURE

REMOVING SPAN WIRE SIGN STRUCTURE

COMPUTER EQUIPMENT AND TRAFFIC SIGNAL SOFTWARE

TRAFFIC SIGNALS (TEMP.)

ALTERATIONS TO TRAFFIC SIGNALS (ROUTE 3/104)

SPREAD SPECTRUM RADIO COMMUNICATION SYSTEM

UNIFORMED OFFICERS WITH VEHICLE

FLAGGERS

MAINTENANCE OF TRAFFIC

PORTABLE CHANGEABLE MESSAGE SIGN

SAWED CONCRETE PAVEMENT

STORMWATER POLLUTION PREVENTION PLAN

MONITORING SWPPP AND EROSION AND SEDIMENT CONTROLS

MOBILIZATION

INVASIVE SPECIES CONTROL AND MANAGEMENT PLAN

PROJECT OPERATIONS PLAN

FIELD OFFICE TYPE C

MISCELLANEOUS TEMP. EROSION AND SEDIMENT CONTROL

FUEL ADJUSTMENT

ASPHALT CEMENT ADJUSTMENT

QUALITY CONTROL QUALITY ASSURANCE (QC/QA) ASPHALT CLEARING AND GRUBBING

REMOVAL OF CONCRETE SLAB (SUBS. TO ITEM 203.1)

BACKFILL LOCATION OF EXISTING STRAIN POLE REMOVAL

McFARLAND FILE NAME STATE PROJECT NO. SHEET NO. TOTAL SHEETS

JOHNSON

$8,0001010.3 $

GUARDRAIL

SUB-TOTAL (THIS SHEET)

WOOD GUARDRAIL,

STEEL-BACKED (TERMINAL UNIT - TL 2)

WOOD GUARDRAIL,

STEEL-BACKED

UNIT

REF - NO.REMOVAL OF GUARDRAIL

PAVEMENT (DISTRICT)

13

SUBSIDIARY ITEMS

QUANTITY

AC 0.1

1

1

DESCRIPTION

UNIT

CURBING (DISTRICT)

SALVAGE ITEMS

EA

616.141 U

616.161 U

615.203 U

10430 59




SUMMARY SHEETS 10430.XLS 9

NOTE - THIS LIST OF SUBSIDIARY ITEMS SHOULD NOT BE CONSIDERED AS A COMPLETE LISTING OF THE SUBSIDIARY WORK PRESENT ON THIS PROJECT. REFER TO PLANS, PROPOSAL, SPECIAL PROVISIONS AND STANDARD SPECIFICATIONS.

DRAINAGE GRATES AND FRAMES (DISTRICT)

CY 0.5

CY 5

699. $ $10,000

1U697.31

$20,000

$10,0001010.2 $

1010.15 $

SURFACING MATERIALS

698.13 MO 18

U

692. U 1

606.9522 U 2

628.1

1

1

611.90001

LF

U 3

645.7

1

U 1

619.1 U

1

616.192 U 1

616.35

201.882 SY 100

604.51 LF 19

U

ITEM NO. UNIT TOTAL

201.881 SY 150

251+09.9

249+72.0 RT

347.0

3.0

US ROUTE 3 247+64.0

1

3

2

251+33.3 RTUS ROUTE 3 250+01.8

LF

347.0

U

0.0

4

LF

60.0

350 4

606.1461202.7

230.0

2120.0

2

230

50.0

RT

ITEM NO.

US ROUTE 3

US ROUTE 3

RT246+22.9 246+81.6

ITEM DESCRIPTION

247+70.5

606.5369

0.0

SUMMARY OF QUANTITIES (ESTIMATED)THIS INFORMATION IS FOR BIDDING PURPOSES ONLY

80

INCIDENTAL ITEMS

LF 600

CY

503.101 U 1

206.19

606.417

1503.201

SIGN STRUCTURES (BUREAU OF TRAFFIC)

SIGNAL EQUIPMENT (BUREAU OF TRAFFIC)

U

U 1

612.90001 EA 4

615.40301

615.40302

SF 2515

619.25

615.0401 TRAFFIC SIGN TYPE AA

645.71 HR 180

697.11

REMOVING TRAFFIC SIGN, TYPE B UNIT 1615.023

615.033 REMOVING TRAFFIC SIGN, TYPE C UNIT 31

615.0301 TRAFFIC SIGN TYPE C

615.0601 TRAFFIC SIGN TYPE CC SF 78

615.034 RELOCATING TRAFFIC SIGN, TYPE C

SF 210

UNIT 8

618.7 HR 3,800

ITEM NO. QUANTITYUNITITEM DESCRIPTION

615.0201 TRAFFIC SIGN TYPE B SFU 1

618.61 $ 19,000

SIGNING

116

ENTIRE PROJECT 877.4

BRIDGE 13.7

DRIVEWAYS 126.4

2,020.2 2285

DRAINAGE 25.1

29,215 6728.51901.4279.51921.0

29.0

877.4

22.6

PARKING LOT 195.0 6.1

165.3MAIN STREET 49.5 2.6 663.9

235.1PLEASANT STREET 54.5 5.2 911

6,389 1529.4NH ROUTE 25 394.0 474830.3

1214.3 83.8US ROUTE 3 19,231 4798.715679

1901.4

ITEM NO.

HOT BITUMINOUS PAVEMENT,

HAND METHOD

PAVEMENT JOINT ADHESIVE

SYTON

LOCATION

CRUSHED STONE (FINE

GRADATION)


MACHINE METHOD, HIGH

STRENGTH (QC/QA TIER 2)

UNIT CY

304.401 403.11902

DESCRIPTION

403.6

TON

410.22 628.2

SAWED BITUMINOUS PAVEMENT

LF LF

403.12 417.

COLD PLANING BITUMINOUS SURFACES

ASPHALT EMULSION FOR

TACK COAT

GAL

24000

638

579

23928

6,800

20.5 85 71.5

7298.6

900 1,950 300 29,300 2000

1 UP STA

STA TO STA

2 MP STA

STA TO STA

3 CC STA

STA TO STA

4 PB STA

STA TO STA

5 MA STA

STA TO STA

6 PB STA

STA TO STA

7 SP STA

STA TO STA

8 PB STA

STA TO STA

9 MA STA

STA TO STA

10 MA STA

STA TO STA

11 PB STA

STA TO STA

12 SP STA

STA TO STA

13 PB STA

STA TO STA

14 SP STA

STA TO STA

15 MA STA

STA TO STA

16 PB STA

STA TO STA

17 PB STA

STA TO STA

18 SS STA

STA TO STA

19 MP STA

STA TO STA

20 CC STA

STA TO STA

21 PB STA

STA TO STA

22 MA STA

STA TO STA

23 PB STA

STA TO STA

24 SP STA

STA TO STA

STA TO STA

25 PB STA

STA TO STA

26 SP STA


JOHNSON

25-26 245+39.0 RT 22.3 245+46.3 RT 21.7 8.0

1245+39.0 RT 22.3

50.023-25 245+42.1 LT 26.9 245+39.0 RT 22.3

12.0

1

23-24 245+42.1 LT 26.9 245+53.4 LT 27.1

245+53.4 LT 27.1

103.021-23 244+39.1 LT 30.2 245+42.1 LT 26.9

245+42.1 LT 26.9 1

10.020-22 244+34.0 LT 27.4 244+44.5 LT 26.8

11244+44.5 LT 26.8

35.021-BLDG 244+39.1 LT 30.2 244+49.6 LT 57.9

1244+39.1 LT 30.2

20-21 244+34.0 LT 27.4 244+39.1 LT 30.2 5.0

1244+34.0 LT 27.4

19-20 244+27.7 LT 27.6 244+34.0 LT 27.4

1244+27.7 LT 27.6

45.0BLDG-19 244+46.6 LT 62.8 244+27.7 LT 27.6

1

57.0

1

6.017-18 67+06.6 LT 24.3 67+10.1 LT 29.2

67+06.6 LT 24.3

194.016-17 65+12.6 LT 25.7 67+06.6 LT 24.3

65+12.6 LT 25.7

LT 25.7 196.0

11259+21.2 RT 26.2

13-15 258+87.7 RT 42.5 259+21.2 RT 26.2 40.0

1258+95.3 RT 25.8

18.013-14 258+87.7 RT 42.5 258+95.3 RT 25.8

258+87.7 RT 42.5

11-13 258+74.1 LT 51.8 258+87.7 RT 42.5

1258+93.1 LT 52.4

11-12 258+74.1 LT 51.8 258+93.1 LT 52.4

1258+74.1 LT 51.8

11.010-11 258+67.8 LT 61.4 258+74.1 LT 51.8

11258+67.8 LT 61.4

77.04-11 257+99.1 LT 59.9 258+74.1 LT 51.8

1 1258+03.2 RT 56.2

7.08-9 258+08.8 RT 60.2 258+03.2 RT 56.2

1258+08.8 RT 60.2

43.06-8 258+08.2 RT 18.5 258+08.8 RT 60.2

1258+14.8 RT 20.7

6-7 258+08.2 RT 18.5 258+14.8 RT 20.7 7.0

1

79.04-6 257+99.1 LT 59.9 258+08.2 RT 18.5

11258+05.9 LT 66.6

9.03-5 258+04.9 LT 74.9 258+05.9 LT 66.6

257+99.1 LT 59.9

LT 59.9 17.0

1258+04.9 LT 74.9

LT 74.9 8.0

1258+00.1 LT 68.7

1-2 257+88.9 LT 62.3 258+00.1 LT 68.7 6.0 13.0

257+88.9 LT 62.3

U

TRAFFIC

SIGNAL

PEDESTAL

W/ FOUND.

CAMERA

LF EA EA LF LF U

CAMERA

TRAFFIC

SIGNAL

MAST ARM

W/ FOUND.

CONTROLLER

CABINET W/

FOUND.

TRAFFIC

SIGNAL

MAST ARM

W/ FOUND.

CONTROLLER

CABINET W/

FOUND.

METER

PEDESTAL

W/ FOUND.

TRAFFIC

SIGNAL

PEDESTAL

W/ FOUND.

616.311

STR. LINE TYPE LOCATION3" STEEL

CONDUIT

CONCRETE PULL

BOX 14"

MOLDED

PULL BOX

17"X30"

3" PVC CONDUIT,

SCHEDULE 40

3" PVC CONDUIT,

SCHEDULE 80

TRAFFIC SIGNALS AND CONDUIT

614.331 614.511 614.523 614.73114 614.73118 616.191 616.301


59


1010430SUMMARY SHEETS 10430.XLS

258+04.9 LT 74.9 257+99.1


2-3 258+00.1 LT 68.7 258+04.9

19.0

258+08.2 RT 18.5

3-4

96.0

13-16 258+87.7 RT 42.5 65+12.6

1

1

67+10.1 LT 29.2

6.0

TRAFFIC

SIGNAL

MAST ARM

W/ FOUND.

CONTROLLER

CABINET W/

FOUND.

METER

PEDESTAL

W/ FOUND.

METER

PEDESTAL

W/ FOUND.

TRAFFIC

SIGNAL

PEDESTAL

W/ FOUND.

CAMERA

U

1

1


245+46.3 RT 21.7 1

1 253.0 918.0SUB-TOTAL (THIS SHEET) 6.0 10

27 LP* STA

STA TO STA

28 PB STA

STA TO STA

29 PB STA

STA TO STA

30 PB STA

STA TO STA

31 MP STA

STA TO STA

32 CC STA

STA TO STA

33 PB STA

STA TO STA

34 MA STA

35 PB STA

STA TO STA

36 MA STA

STA TO STA

37 PB STA

STA TO STA

38 LP* STA

STA TO STA

* See table on this sheet for information regarding the proposed light poles

ITEM NO.

27 LP STA

38 LP STA

US ROUTE 3

NH ROUTE 25

PLEASANT STREET

MAIN STREET

TEMPORARY

SUBTOTAL

ROUNDING

TOTAL


JOHNSON

RT 24.1

625.2 625.52

CONCRETE

LIGHT POLE

BASES, TYPE B

LIGHT POLE

U

1

LIGHT POLES

247+58.4

2

251+40.0

625.62

RESET/

RELOCATE

LIGHT POLE

EA

1

1

2 1

ROUNDING 0 0

1

0

RT 24.0

EA

1 1

1SF

1,571.0

250.0

894.7

34.0

RETRO-

REFLECTIVE

PAINT PAVE.

MARKING, 18"

LINE

39.0

2,200

2,161.0

STR.

340.0

TYPE

5 400.0 1480.0 1 1

PAVEMENT MARKINGS

632.95

TRAFFIC PAINT (NON-

RETROREFLECT.)

LOCATION

1TOTAL 6 12

0 80.0 101.0 0 0 0ROUNDING 0 0

5 320.0 1379.0 1 1 1SUB-TOTAL (ALL SHEET) 6.0 12

1 253.0 918.0SUB-TOTAL (PREVIOUS SHEET) 6.0 10

4 67.0 461.0 1 1 1` SUB-TOTAL (THIS SHEET) 0.0 2

37-38 247+62.8 RT 26.6 247+58.4 RT 23.9 7.0

247+58.4 RT 23.9

234.029-37 249+97.5 RT 22.5 247+62.8 RT 26.6

247+62.8 1

35-36 249+93.5 249+87.5 6.0RT 22.7 RT 24.0

1249+87.5

33-35 249+97.6 249+93.5 45.0

249+93.5 1RT 22.7

1249+71.8 LT 27.1

LT 21.833-34 249+97.6 249+71.8 27.0

249+97.6 1

1

32-33 249+95.7 249+97.6

249+95.7

31-32 249+99.7 249+95.7 4.0LT 26.5

1249+99.7

249+99.7 6.0

250+04.3 1

29-30 249+97.5 250+04.3 50.0

RT 22.5249+97.5 1

28-29 251+31.1 249+97.5 132.0

251+31.1 1

27-28 251+40.0 251+31.1 11.0RT 23.9 RT 30.1

251+40.0 RT 23.9

CAMERA

TRAFFIC

SIGNAL

MAST ARM

W/ FOUND.

CONTROLLER

CABINET W/

FOUND.

EA LF LF U U U

TRAFFIC

SIGNAL

PEDESTAL

W/ FOUND.

METER

PEDESTAL

W/ FOUND.

TRAFFIC

SIGNAL

PEDESTAL

W/ FOUND.

MOLDED

PULL BOX

17"X30"

3" PVC CONDUIT,

SCHEDULE 40

3" PVC CONDUIT,

SCHEDULE 80

TRAFFIC

SIGNAL

MAST ARM

W/ FOUND.

CONTROLLER

CABINET W/

FOUND.

616.301 616.311

STR. LINE TYPE LOCATION3" STEEL

CONDUITCAMERA

TRAFFIC

SIGNAL

MAST ARM

W/ FOUND.

CONTROLLER

CABINET W/

FOUND.

CONCRETE PULL

BOX 14"

632.3104

RETRO-

REFLECTIVE

THERMOPLAST.

PAVEMENT

MARKING, 4"

LINE

LF

TRAFFIC SIGNALS AND CONDUIT

614.331 614.511 614.523

METER

PEDESTAL

W/ FOUND.

TRAFFIC

SIGNAL

PEDESTAL

W/ FOUND.

CAMERA

632.3108

RETRO-

REFLECTIVE

THERMOPLAST.

PAVEMENT

MARKING, 8"

LINE

632.92

OBLITERATE

PAVEMENT

MARKING,

SYMBOL, OR

WORD

METER

PEDESTAL

W/ FOUND.

443.228.0

614.73114 614.73118 616.191

37.0

900

1,063.0

1,100

897.2

425.0

SF

182.6

5.0

RT 30.1

RT 30.1

632.0104

430

425.0

OBLITERATE

PAVEMENT

MARKING LINE,

12" WIDE &

UNDER

275

632.0118

LF

57.9

RETRO-

REFLECTIVE

PAINT PAVE.

MARKING, 4"

LINE

ITEM DESCRIPTION

LT 25.9

LT 25.9 LT 26.5

LT 27.1

30-31 250+04.3

RT 22.5 LT 25.9

RETRO-

REFLECTIVE

THERMOPLAST.

PAVEMENT

MARKING, 6"

LINE

LF

RT 24.0

SF

632.3118

RETRO-

REFLECTIVE

THERMOPLAST.

PAVEMENT

MARKING, 18"

LINE

LF

6.0

632.32

8,800.0

8,800900

0.0

LT 26.5

35.5

8,800.0

45.8

897.2272.623,600.0

SF

632.02

RETRO-

REFLECTIVE

PAINT PAVE.

MARKING,

SYMBOL OR

WORD

RT 26.6

1,564.5

1,600

7.2

272.8

280

9.5

897.2

2.8

LT 27.1 LT 21.8

RT 22.5

LT 21.8

LF LF

632.911

85.3

23.3

38.9

UNIT LF

LT 27.1

LT 21.8 RT 22.7

LOCATION

14,599.2

374.2

957.8

2.4

272.6

698.2

70,301.8

2.8

180.5

515.6

632.3106

RETRO-

REFLECTIVE

THERMOPLAST.

PAVEMENT

MARKING,

SYMBOL OR

WORD

902.4 180.5

190

88.6

83.0

71,000

30,790.4

354.4

LT 27.1

11



10430 59


SUMMARY SHEETS 10430.XLS

LF EA


26.6 LT 19.2 LT 35.3 RT 35.3 RT

19.2 LT 19.9 LT 31.4 RT 33.7 RT

19.5 LT 19.6 LT 31.4 RT 21.0 RT

25.5 LT 20.0 LT 21.0 RT 20.0 RT

20.0 LT 20.0 LT 20.0 RT 20.0 RT

20.0 LT 20.0 LT 20.0 RT 21.6 RT

17.7 RT 18.2 RT 33.7 RT 21.6 RT

23.7 RT 24.2 RT 20.0 LT 31.2 LT

18.2 RT 24.2 RT 31.2 LT 44.1 LT

18.6 RT 22.6 RT 58.2 LT 56.9 LT

18.6 RT 20.4 RT 55.6 LT 58.2 LT

22.6 RT 23.4 RT 49.7 LT 55.6 LT

23.4 RT 31.3 RT 49.7 LT 31.4 LT

31.3 RT 31.4 RT 31.4 LT 20.8 LT

31.4 RT 23.5 RT 20.8 LT 47.3 LT

23.5 RT 24.3 RT 47.3 LT 52.7 LT

20.4 RT 24.4 RT 52.7 LT 53.2 LT

75.9 RT 62.5 RT 33.4 RT 35.0 RT

62.5 RT 44.0 RT 33.4 RT 22.0 RT

44.0 RT 40.5 RT 22.0 RT 20.0 RT

40.5 RT 39.2 RT 20.0 RT 20.0 RT

39.2 RT 43.1 RT 20.0 RT 23.5 RT

43.1 RT 62.7 RT 35.0 RT 23.5 RT

20.0 LT 47.3 LT 71.6 RT 36.0 RT

47.3 LT 52.5 LT 36.0 RT 31.0 RT

28.7 LT 42.6 LT 31.0 RT 25.0 RT

36.2 LT 64.2 LT 25.0 RT 25.0 RT

36.2 LT 20.0 LT 19.6 RT 15.2 RT

20.0 LT 20.0 LT 15.2 RT 15.2 RT

43.3 LT 37.7 LT 15.2 RT 16.7 RT

37.7 LT 25.5 LT 26.1 RT 16.7 RT

25.5 LT 25.5 LT 26.1 RT 19.6 RT

25.5 LT 27.7 LT 53.3 LT 21.3 RT

23.6 LT 22.9 LT 58.8 LT 27.1 RT

22.9 LT 20.0 LT 58.8 LT 58.8 LT

20.0 LT 20.0 LT 19.7 LT 45.9 LT

25.5 LT 20.0 LT 26.8 LT 56.8 LT

20.0 LT 20.0 LT 56.8 LT 53.8 LT

51.7 RT 31.0 RT 45.9 LT 46.0 LT

31.0 RT 25.0 RT 51.4 LT 51.5 LT

25.0 RT 25.0 RT 25.8 RT 48.0 RT

25.0 RT 45.0 RT 48.0 RT 19.1 RT

45.0 RT 48.9 RT 23.7 LT 16.0 RT

48.9 RT 48.9 RT 31.4 LT 21.5 RT

54.9 RT 54.9 RT 21.5 RT 21.5 RT

54.9 RT 75.5 RT 16.0 RT 16.0 RT

54.9 RT 75.6 RT 22.0 RT 22.0 RT

75.5 RT 75.6 RT

34.7 RT 34.7 RT

21.6 RT 34.7 RT 21.60 RT 21.3 RT

21.6 RT 20.0 RT 18.8 LT 19.7 LT

20.0 RT 20.0 RT 26.8 LT 26.8 LT

20.0 RT 21.6 RT

34.7 RT 21.6 RT

68.3 RT 75.8 RT SUB-TOTAL THIS SHEET

68.3 RT 75.8 RT

33.7 RT 35.3 RT

33.7 RT 23.3 RT

23.3 RT 22.7 RT

22.7 RT 20.6 RT

20.6 RT 20.6 RT

20.6 RT 30.3 RT

30.3 RT 35.3 RT

SUB-TOTAL THIS SHEET McFARLAND FILE NAME STATE PROJECT NO. SHEET NO. TOTAL SHEETS

JOHNSON

51+04.0 G-97 101.1

51+67.0 51+91.8 G-95A 24.4

131.4

G-107

250+01.2 251+30.2 B-1

3984 207.0

259+07.6 259+09.9 G-106A 5978.5 2.2

63+13.0 259+07.6 G-106 24.5 30.5

63+59.1 G-104 90 58.2

63+23.7 259+07.6 G-105 30 51.1

258+02.0

257+32.3 258+02.0 G-103 165 73.3

258+82.8 259+02.9 G-102 20.2

258+81.8 259+72.5 G-101 91.6

258+68.3 258+72.5 G-99A 19.5 5.2

52+09.2 258+68.3 G-99 12 8.1

52+05.1 258+81.8 G-98 25 35.3

257+96.4 257+97.3 G-96A 0.9

257+97.3 51+94.4 G-96 13.5 19.7

257+97.5 51+91.8 G-95 19 31.5

258+12.3 258+01.4 G-89 352 12.6

258+12.3 258+18.6 G-88 11.2

258+17.8 258+18.6 G-87 1 2.2

258+02.6 258+17.8 G-86 15.1

258+01.4 258+02.6 G-85 2.4 6.3

253+23.3 256+90.1 G-84A 5975 365.7

251+84.2 253+23.3 G-84 139.0

251+71.0 251+84.2 G-83 20 14.5

251+66.8 251+71.0 G-82 26.9 39.2

251+25.7 251+52.7 G-81 50 29.7

251+51.4 251+52.7 G-80 2 4.9

G-79 14.2

251+33.2 251+37.2 G-78 5 4.7

251+24.8 251+33.2 G-77 14.1

251+24.8 251+25.7 G-76 1 2.3

257+78.5 257+97.5 G-75B 19.1

251+77.9 256+82.6 G-75 507.4

251+65.8 251+77.9 G-74 12 17.6

251+70.3 251+65.8 G-73 26.7 19.3

251+70.3 251+74.4 G-72 7.1

251+74.4 251+88.3 G-71 10 15.7

251+88.3 251+90.2 G-70 2.3

251+32.3 251+41.0 G-69 15.6

250+01.5 G-67 15.1

251+11.5 251+32.3 G-68 25 24.6

249+92.6

250+00.7 250+01.5 G-66 1 2.2

249+86.4 250+00.7 G-65 14.3

249+85.4 249+86.4 G-64 1 1.6

249+85.4 249+85.4 G-63 10.4

249+85.4 249+92.6 G-62 4 10.0

249+65.0 249+68.3 G-61 3.3

LF

Beginning

StationOffset

Ending

StationOffset

LF LF LF

ITEM DESCRIPTIONMARK

NUMBERRADIUS

STRAIGHT

GRANITE CURB

CURVED

GRANITE CURB

STRAIGHT

GRANITE CURB,

18" HIGH WITH 3"

ROUNDED EDGE

CURBING CURBINGITEM NO. 609.01 609.02 609.01187 609.812ITEM NO.

251+37.2 251+51.4

96.9G-75A 3000256+82.6 257+78.5

US Route 3

BITUMINOUS

CURB, TYPE A

134.41467.6 0.00.0

249+73.3 249+68.3 G-60 5 7.9

52+06.4 G-100 2.8

249+72.1 249+73.3 G-58 0.67

249+73.3 G-59 9.7249+73.3

249+72.1 249+72.1 G-57 2.1

2.0

0.6249+71.9 249+72.1 G-56 1

249+64.2 249+65.0 G-54 1

249+64.2 249+71.9 G-55 13.0

249+85.4 249+85.4 G-53 7.4

2.2

249+73.3 249+73.3 G-52 7.4

247+69.4 247+70.2 G-50 1

247+60.6 247+70.2 G-51 16.2

247+49.1 247+69.4 G-49 20.3

2.2

2.3247+48.3 247+49.1 G-48 1

247+59.0 247+60.6 G-46 1

247+48.3 247+59.0 G-47 16.9

247+21.3 247+28.8 G-45A 7.5

1.8

247+28.7 247+28.8 G-45 20.6

247+21.2 247+28.7 G-43 7.5

247+21.2 247+21.3 G-44 20.6

247+20.9 247+28.7 G-42 7.8

247+28.7 247+28.7 G-41 4.0

247+08.7 247+28.7 G-40 20 31.4

8.9

246+79.2 247+08.7 G-39 29.5

246+74.3 246+79.2 G-38 5

246+78.6 246+74.3 G-37 21.1

249+14.2 249+29.8 G-35 25 16.9

249+29.8 251+11.5 G-36 181.7

248+07.1 248+81.1 G-34 74.1

248+00.1 248+07.1 G-33A 10 7.8

247+99.4 248+00.1 G-33 1.0

247+58.4 247+59.5 G-32A 2.4

247+54.6 247+58.4 G-32 3.9

247+38.6 247+54.6 G-31 16.5 21.5

247+37.9 247+38.6 G-30 22.09 5.8

247+54.6 247+58.4 G-29 3.9

247+33.3 247+54.6 G-28 22 28.7

247+33.3 247+41.8 G-27 27.59 30.9

246+67.8 246+86.3 G-26 44.5 23.5

246+95.9 246+98.5 G-25 5.8

246+51.3 246+95.9 G-24 50 55.0

246+21.7 246+25.7 G-23 20.0

246+15.8 246+21.7 G-22 5 7.9

246+09.4 246+15.8 G-21 6.5

5.4

246+00.2 246+05.6 G-19

246+05.6 246+09.4 G-20

G-17

246+06.1 246+00.2 G-18

245+83.3 245+83.3

G-15

245+05.5 245+83.3 G-16

245+05.4 245+05.5

244+98.8 244+98.7 G-13

244+98.7 245+05.4 G-14

244+36.2 245+83.4 G-11

244+36.2 244+98.8 G-12

243+69.2 243+69.4 G-9

244+36.2 244+36.1 G-10

242+87.4 243+69.2 G-7

242+83.7 243+69.2 G-8

245+51.7 245+74.2 G-5

246+14.0 246+51.3 G-6

243+89.3 244+60.9 G-3

245+37.9 245+51.7 G-4

241+97.2 242+12.1 G-1

242+12.1 243+40.6 G-2

US Route 3

Beginning

StationOffset

Ending

StationOffset

LF LFLFLF


NUMBERRADIUS

STRAIGHT

GRANITE CURB

BITUMINOUS

CURB, TYPE A

STRAIGHT

GRANITE CURB,

18" HIGH WITH 3"

ROUNDED EDGE

CURVED

GRANITE CURB

609.01

6.3

19.3

5

609.02 609.812609.01187

19 16.9

128.5

71.7

1210430


59



SUMMARY SHEETS 10430.XLS

20 15.2

22.4

37.3

3000 83.2

3006 87.2

3 9.4

2 6.3

147.2

62.6

7.9

6.8

14.7

7.9

2


77.8

259+07.6 261+15.4

2074.9

Main Street

52+05.1

52+09.2

131.4146.5 0.0

27.1 RT 33.2 RT

27.1 RT 25.3 RT

25.3 RT 25.2 RT

25.2 RT 30.2 RT

30.2 RT 33.2 RT

19.1 RT 18.6 RT

18.6 RT 18.6 RT END ROAD WORK

23.7 LT 22.6 LT NH LAW WORK ZONE

22.6 LT 28.1 LT ROAD WORK AHEAD

27.7 LT 22.1 LT ROAD WORK 1000 FT

22.1 LT 20.5 LT ROAD WORK 1/2 MILE

20.5 LT 26.0 LT

25.7 LT 23.9 LT

23.9 LT 20.1 LT

20.1 LT 20.2 LT

20.2 LT 20.5 LT

20.5 LT 20.8 LT

29.0 LT 23.4 LT

23.4 LT 22.4 LT

21.2 RT 21.7 RT

21.7 RT 16.7 RT

16.7 RT 34.6 RT

16.7 RT 16.1 RT

16.1 RT 37.7 RT

27.2 LT 21.6 LT

21.6 LT 26.8 LT

27.3 LT 24.7 LT

28.3 LT 22.6 LT

22.6 LT 21.8 LT

25.8 LT 23.4 RT

23.4 RT 19.4 RT

19.4 RT 19.3 RT

20.0 RT 20.0 RT

20.0 RT 20.0 RT

20.0 RT 20.0 RT

US ROUTE 3

34.6 RT 27.1 RT

37.7 RT 37.3 RT NH ROUTE 25

27.1 RT 16.1 RT

18.6 RT 18.7 RT PLEASANT STREET

18.6 RT 20.5 RT

20.5 RT 15.4 RT NH ROUTE 104

15.4 RT 1.0 RT

1.0 RT 1.0 RT SUB-TOTAL

1.0 RT 18.7 RT ROUNDING

1.0 RT 6.6 RT TOTAL

6.6 RT 12.4 RT

12.4 RT 1.0 RT

1.0 RT 1.0 RT

25.8 LT 23.6 LT

23.6 LT 21.6 LT

34.2 LT 27.8 LT

SUB-TOTAL THIS SHEET

SUB-TOTAL PREVIOUS SHEET TABLE 1

SUB-TOTAL PREVIOUS SHEET TABLE 2

SUB-TOTAL (ALL SHEETS)

MINUS AVAILABLE FOR RESET

SUB-TOTAL

ROUNDING

TOTAL McFARLAND FILE NAME STATE PROJECT NO. SHEET NO. TOTAL SHEETS

JOHNSON

0.08

430 1,800 1,450 3,400 1.0

1352200 400 80

131.4

3.8 3.654.9 12.1

2145.1 387.9 76.2

2710.8

146.5

131.4

0.0

4855.9 387.9 76.2

131.4

0.0 0.0

2074.9

0.0

1467.6 134.4

1313.4 107.0 76.2

90+77.3 90+94.2

90+49.9 90+80.6 G-147 29.5 20.0

G-146 11.9

90+60.2 G-144 76 6.8

90+59.0 90+77.3 G-145 25 12.5

59SUMMARY SHEETS 10430.XLS 10430 13




10.3 24.4 675.4

90+60.2 90+61.6 G-141 3 7.8

90+53.5

6.490+22.9 71+16.8 G-140 5

12.2

90+47.5 90+22.9 G-139 24.5

90+45.7 90+47.5 G-138 14.5

90+24.7 90+45.7 G-137 73 21.7

15.971+11.5 90+24.7 G-136 8

71+11.5 71+16.8 G-135 210 5.7

90+53.0 90+71.4 G-126 26.1

90+26.9 90+28.7 G-125 75

90+38.2 90+53.0 G-124 75 17.0

2.0

67+21.5 67+26.5 G-152 5.0

8.667+12.9 67+21.5 G-151

67+07.9 67+12.9 G-150 5.0

G-134 34.4

71+64.1 71+75.2 G-133 25 12.7

90+59.0 71+64.1 G-132 35 30.8

71+95.0 72+20.0 G-131 25.1

8.471+90.2 71+95.0 G-130 5

70+96.7 71+50.6 G-129 371.63 49.3

69+61.5 70+46.9 G-128 437.65 82.5

8.769+56.0 69+61.5 G-127 5.5

45.470+55.4 90+26.9 G-123 50

70+44.4 70+55.4 G-122 750

70+35.2 90+38.2 G-121 105 75.8

11.6

69+35.3 70+35.2 G-120 750 101.5

68+72.7 69+35.3 G-119 62.6

67+88.5 69+32.3 G-118 143.8

8.467+83.6 67+88.5 G-117 5

67+21.5 67+29.5 G-116B 8.0

8.667+12.9 67+21.5 G-116A

66+80.7 67+12.9 G-116 32.3

8.966+72.9 66+80.7 G-115 10

66+71.5 66+72.9 G-115A 2.3

8.666+37.0 66+42.5 G-114 5.5

64+29.5 66+37.0 G-113 207.5

12.064+19.4 64+29.5 G-112 12

8.663+93.2 63+98.7 G-111 5.5

63+23.7 63+93.2 G-110 69.5

63+63.1 65+24.3 G-109 161.2

4.063+59.1 63+63.1 G-108 15

62+97.6 62+95.0 G-94 52 3.9

6.962+95.3 62+97.6 G-93 3

62+88.8 62+95.3 G-92 6.5

2.462+88.1 62+88.8 G-91 1

62+88.1 62+95.0 G-90 9.2

NH Route 25

Beginning

StationOffset

Ending

StationOffset

CURVED

GRANITE CURB

LF LFLFLF

609.812609.01187

CURBING

609.02


NUMBERRADIUS

STRAIGHT

GRANITE CURB

BITUMINOUS

CURB, TYPE A

STRAIGHT

GRANITE CURB,

18" HIGH WITH 3"

ROUNDED EDGE


ITEM NO. 609.01

FLUORESCENT ORANGE

6

18

REMARKS

FLUORESCENT ORANGE

PORTABLE

SUPPORT

SIGNS

FLUORESCENT ORANGE

16 3 48 6

16 9 144

4X4 16 3 48

4X4

4X6 24 3 72

4X4

6

POSTS

2X4 8 7 756

TOTAL

LANDSCAPING AND SLOPE PROTECTIONITEM NO. 645.154 645.42 645.512 645.531 646.3

DESCRIPTIONBARK MULCH

4" DEEP

TEMPORARY

SLOPE

STABILIZATION

TYPE B

(WILDLIFE

FRIENDLY)

COMPOST SOCK

FOR PERIMETER

BERM

SILT FENCE

TURF ESTABLISHMENT

WITH MULCH AND

TACKIFIERS

UNIT SY SY LF LF A

LOCATION

419.7 1,175.6 657.3 1616.6 0.24

562.4 75.5 1111.1 0.11

37.6 41.8 41.8 0.01

600.0 0.56

419.7 1775.6 774.6 3369.5 0.92

71+75.2 72+08.9

90+61.6 90+52.1 G-142 73

Pleasant Street

R50-1

90+52.1 90+53.5 G-143 11.5

W20-1a

W20-1c

W20-1e

30.5

PERMANENT CONSTRUCTION SIGNS AND WARNING DEVICES(INCLUDED IN ITEM 619.1)

SIGN NO. DESCRIPTION

G20-2a

SIZE SQ FT NO. REQ.

LOCATION LOCATION

LT TO LT LT TO LT

LT TO LT LT TO LT

LT TO LT RT TO LT

LT TO LT LT TO LT

LT TO LT LT TO LT

LT TO LT LT TO LT

LT TO LT LT TO LT

LT TO LT LT TO LT

LT TO LT LT TO LT

LT TO LT LT TO LT

LT TO LT LT TO LT

LT TO LT LT TO LT

LT TO LT LT TO LT

LT TO LT LT TO LT

RT TO RT LT TO LT

LT TO LT LT TO LT

LT TO LT LT TO LT

LT TO LT LT TO LT

LT TO LT LT TO LT

LT TO LT LT TO LT

LT TO LT

LT TO LT RT TO RT

LT TO LT LT TO RT

LT TO LT RT TO RT

LT TO LT RT TO RT

LT TO LT RT TO RT

LT TO LT RT TO RT

LT TO LT RT TO RT

LT TO LT

RT TO RT LT TO LT

RT TO RT RT TO RT

RT TO RT

RT TO RT SUB-TOTAL THIS SHEET

LT TO LT SUB-TOTAL PREVIOUS THIS SHEET

LT TO LT SUB-TOTAL

LT TO LT ROUNDING

LT TO LT

LT TO LT

LT TO RT TOTAL

RT TO RT

RT TO RT

RT TO RT

RT TO RT

RT TO RT

RT TO RT

RT TO RT

RT TO RT

RT TO RT

LT TO LT

LT TO LT

LT TO LT

LT TO LT

LT TO LT

RT TO RT

RT TO RT

RT TO RT

SUB-TOTAL


JOHNSON

90+52.5 90+62.6

1.3

90+79.9 90+95.2

11.8

4.2

90+48.8 90+53.5 1.1

90+20.7 90+53.5

PLEASANT STREET 90+45.7 90+53.5 2.9

71+88.7 72+08.7 1.3

72+08.7 72+15.2 3.5

70+43.5 90+32.6

90+47.6 71+88.7

71+42.2 71+50.6

71+90.6 72+11.6 1.3

4.2

70+96.7 71+06.5

71+06.5 71+42.2

69+56.4 69+69.7

69+69.7 70+39.3

67+84.1 67+95.6

67+95.6 69+25.4

6.0

66+87.7 67+21.5

67+21.5 67+29.5

19.1

64+36.9 66+30.0

66+30.0 66+42.1

N.H. ROUTE 25 259+09.9 63+86.1

63+86.1 63+98.3

66.7

SY

MAIN STREET 51+04.0 51+11.0

SIDEWALK

ITEM NO. 608.385 608.54

DESCRIPTION

8" TEXTURED

REINFORCED

CONCRETE

SIDEWALK

DETECTABLE

WARNING

DEVICES, CAST

IRON

UNIT SY

261+08.4 261+15.4 4.0

259+09.9 261+08.4 111.6

258+79.4 259+09.9 20.3

259+02.9 259+65.6

259+65.6 259+72.5 4.0

51+94.4 51+67.0

258+72.5

29.6838.1 306.2 16.2 0.0

59


1410430SUMMARY SHEETS 10430.XLS




DELINEATORS

20

20SUB-TOTAL

ROUNDING

TOTAL

0

14

RED 3

GREEN 3

COLOR

WHITE

ITEM DESCRIPTION

SINGLE

DELINEATOR

WITH POST

ITEM NO. 621.31

UNIT EA

258+82.8 259+02.9 11.4

258+22.6 6.8

14.2

257+38.7 4.0

258+05.3 16.6

254+79.3 174.4

256+85.9 19.6

15.8

251+80.3 12.5

251+72.2 3.9

249+88.7 20.6

251+16.6 113.9

251+37.8 16.5

247+10.3 6.9

248+81.9 6.8

247+49.6 14.4

247+58.4 4.6

246+93.6 4.0

247+40.9 4.4

246+21.0 4.0

246+86.3 14.0

ITEM NO.

243+98.2 4.5

244+60.9 8.5

SY SY SY SY

608.26

6" CONCRETE

SIDEWALK (F)

608.12 608.24

DESCRIPTION2" BITUMINOUS

SIDEWALK (F)

4" CONCRETE

SIDEWALK (F)

4" CONCRETE

SIDEWALK (F)

608.385

8" TEXTURED

REINFORCED

CONCRETE

SIDEWALK

UNIT

608.12 608.24

243+25.7

35.8

59.0

245+64.6 3.3

608.26

SY

2" BITUMINOUS

SIDEWALK (F)

6.9

6" CONCRETE

SIDEWALK (F)

SY SY

51+11.0 52+02.7

6.3

42.2

8.064+19.9 64+36.9

109.1

66+72.0 66+87.7 7.4

6.2

69+25.4 69+32.4

73.3

4.5

6.9

3.9

37.8

4.0

4.9

70+39.3 70+46.9

72+11.6 72+20.0

18.2

11.4

15.3

25.3

4.5

4.3

8.7

23.5

90+47.6

7.6

90+79.9

90+16.8 90+47.0 53.3

427.4 120.7 60.9 18.3

18.3

838.1 306.2 16.2 0.0

427 78

1265.5 426.9 77.1

191266

0.5 0.1 0.9 0.7

U.S. ROUTE 3 241+99.2 242+19.4 8.9

243+25.7 243+40.7 8.2

242+19.4

243+98.2 244+45.9 27.0

243+89.4

245+38.6 245+58.7 9.1

244+45.9

245+64.6 245+74.2 5.4

245+58.7

246+21.0 246+67.8 27.2

246+14.0

246+86.3 246+90.4 4.5

246+67.8

247+20.8 247+28.7 5.2

246+90.4

247+40.9 247+37.9 7.5

247+45.4

247+49.6 247+51.0 0.9

247+37.9

247+51.0

247+10.3 248+70.3 33.2

247+98.6

249+14.9 249+37.4 10.1

248+70.3

249+65.9 249+92.4 8.8

249+37.4

251+16.6

249+73.3 249+85.4 10.0

249+68.4

251+83.7 251+74.9 7.4

251+62.4

251+72.2 251+78.1 11.1

251+74.9

255+14.8 257+96.3 164.8

251+78.1

257+96.3 51+94.4 13.7

256+85.9 256+98.0 5.3

256+50.4

257+38.7 257+87.0 28.9

257+31.8

258+00.6 258+18.4 11.8

257+87.0

258+18.0 258+25.0 4.4

258+12.3

258+72.5 258+82.8 6.8

52+02.7

608.54

DETECTABLE

WARNING

DEVICES, CAST

IRON

SY

1.2

2.0

1.9

1.3

2.2

5.4

2.7

1.2

1.6

2.7

1.4

1.3

2.9

1.8

SIDEWALK

18.3

37.5

0.5

38

7.9

29.6

UNITS

1. Common Excavation in Sections, Including Boulders and Pavement CY

2. Common Excavation Not In Sections (Bituminous Pavement) CY

US Route 3 LT LT 2a. Bituminous Pavement in Fill Sections CY

LT LT 3. Common Excavation for Wetland Creation, Including Boulders CY

TO LT 4. Drive and Approach Excavation, Including Boulders CY

LT LT TO RT

RT RT TO LT 5. Common Excavation in Sections, Excl. Bldrs. & Conc. Pvmt. [1-(22+23)] CY

LT LT TO RT 6. Common Excavation for Wetland Creation ( 3 - 24) CY

LT LT TO LT 7. Muck Excavation in Sections (Not Item 203.4) CY

LT LT TO RT 8. Topsoil Removed Beneath Fill Sections CY

LT LT TO LT 9. Unsuitable Material Removed Beneath Fill Sections CY

LT LT TO RT 10. Drive and Approach Excavation ( 4 - 26) CY

LT LT TO RT 10a. Landscaped Islands CY

RT RT TO LT 11. Total Common Excavation ( Sum of ((2+2a) + (5 thru 10b)) CY

LT LT TO RT COMMON EXCAVATION FOR ESTIMATE ITEM 203.1 CY

RT RT TO LT 11a. Limited Reuse Soils CY

RT RT TO LT COMMON EXCAVATION - LRS ITEM 203.11 CY

RT RT TO LT 12. Muck Excavation (See Item 203.4) CY

LT LT TO RT MUCK EXCAVATION FOR ESTIMATE ITEM 203.4 CY

RT RT TO RT 13. Wetland Soils Removed For Mitigation (Cuts and Fills) (See Item 203.49) CY

TO LT WETLAND SOILS FOR MITIGATION FOR ESTIMATE ITEM 203.49 CY

Main Street LT LT TO RT 14. Rehandling Surcharge Material CY

TO LT REHANDLING SURCHARGE MAT'L FOR ESTIMATE ITEM 203.7 CY

NH Route 25 LT LT TO LT 15. Unclassified Channel Excavation, Roadway (See Item 207.3) CY

LT LT TO RT 16. Unclassified Channel Excavation, Bridge (See Item 207.3) CY

RT RT TO LT 17. Common Bridge Excavation (Item 504.1) (From Bridge Quantities) CY

LT LT TO LT 18. Common Channel Excav., Roadway (See Item 207.1) (From Drainage Quants.) CY

LT LT TO RT 19. Common Channel Excav., Bridge (See Item 207.1) (From Bridge Quants.) CY

LT LT TO RT

LT LT TO LT 20. Rock Excavation in Sections (Solid) CY

LT LT TO RT 21. Rock Excavation for Wetland Creation (Solid) CY

RT RT 22. Boulders in Sections ( 1 x 1.0 %) CY

RT RT TO LT 23. Concrete Pavement in Sections CY

RT RT TO RT 24. Boulders in Common Excavation for Wetland Creation ( 3 x 1.0 %) CY

TO LT 25. Drive and Approach Excavation (Solid Rock) CY

Pleasant Street RT RT TO LT 26. Drive and Approach Excavation (Boulders) ( 4 x_____ %) CY

LT LT TO LT 27. Rock Overbreakage CY

RT RT TO RT 28. Rock Not Covered by Sections (Surface Bldrs, Headers,Foundations, etc.) CY

TO LT 29. Total Rock Excavation (Item 203.2) ( Sum of 20 thru 28) CY

TO LT ROCK EXCAVATION FOR ESTIMATE ITEM 203.2 CY

TO LT 30. Rock Structure Excavation (See Item 206.2) CY

TO RT 31. Rock Bridge Excavation (See Item 504.2, 504.21 or 504.24) (From Bridge Quants.) CY

TO RT 32. Rock Channel Excavation, Roadway (See Item 207.2) (From Drainage Quantities) CY

TO RT 33. Rock Channel Excavation, Bridge (See Item 207.2) (From Drainage Quants.) CY

*USED IN CURB CALCULATIONS RT 34. Sections Fill CY

35. Topsoil Replacement (8) CY

36. Unsuitable Material Replacement (9) CY

37. Muck Replacement ( 7 or 12) CY

38. Drive and Approach Fill CY

39. Wetland Soil Replacement ( 13) CY

TOTAL 40. Fill for Rock Cut Earth Berms CY

41. Replace Pavement Removal with Fill Material CY

41a. Placement of Limited Reuse Soils (11a) CY

42. Embankment-In-Place (Item 203.601) ( Sum of 34 thru 41a) CY

EMBANKMENT-IN-PLACE FOR ESTIMATE ITEM 203.601 CY


JOHNSON

320

0.0

0.0

0.0

0.0

288.0

312.3

0.0

**************************************************************************************************

24.3

0.0

0.0

0.0

0.0

12.5

13

0.0

0.0

0.0

12.5

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

**************************************************************************************************

0.0

0.0

0.0

0

0.0

0

0.0

0.0

1,465.4

1,500

288.0

300

0.0

0

0.0

0.0

0.0

0.0

0.0

181.5

50.7

0.0

0.0

0.0

**************************************************************************************************

1,233.2

EARTHWORK SUMMARY

DESCRIPTION QUANTITY

1,245.7

2720

2710.8 0.0

2710.8 0.0

2710.8

9.2

90+94.1 18.2

90+54.5 100.0

90+64.9 52.5

71+90.7 61.5

72+08.8 7.3

72+20.0 16.9

70+80.3 216.4

70+36.2 73.6

71+50.5 53.4

67+29.5 47.5

69+25.9 133.9

66+26.9 196.5

65+24.3 220.5

69+96.2 95.7

52+19.0 115.7

259+66.5 95.8

261+15.4 222.0

257+99.3 65.0

258+25.3 51.5

258+15.4 314.8

256+90.1 163.1

254+63.6 290.0

254+64.7 333.7

251+73.0 26.6

251+90.2 4.1

248+81.1 83.1

251+41.0 230.7

246+99.9 83.6

247+54.1 57.6

245+74.1 33.5

246+98.5 99.2

243+40.6 130.7

244+60.9 71.3

CURB RESET

Ending

Station Off

se

t

609.5 - RESET GRANITE CURB

Length of Vertical

Curb

Length of Sloped

Curb

(ft) (ft)

Roadway NameBeginning

Station

ROUNDING

NH ROUTE 25 72+01.5

WORK DONE BY OTHERS

LIGHT POLE REMOVAL

LANDSCAPE PLANTINGS (PURCHASE, INSTALLATION & MAINTENANCE)

CY

9.2

38.9

1.7

48.5

14.9

44.4

4.8

93.3

4.5

11.5

12.2

8.2

4.0

3.9

11.3

21.6

2.2

15.7

11.2

7.7

10.3

4.0

8.0

6.4

2.5

2.7

6.9

3.4

16.9

7.6

2.1

3.4

20.1

1.2

1.1

0.5

3.2

4.2PLEASANT ST 90+29.6 90+71.4

NH ROUTE 25 71+55.8

477.1

22.9

LOAM

72+15.2

NH ROUTE 25 64+19.4

NH ROUTE 25 70+96.9 71+50.0

NH ROUTE 25

500

71+90.2 72+20.0

SUB-TOTAL

NH ROUTE 25 68+72.7 71+03.3

NH ROUTE 25 69+56.1 70+46.7

66+71.5 67+29.3

NH ROUTE 25 67+83.6 69+32.4

NH ROUTE 25

66+42.5

NH ROUTE 25 63+14.2 65+32.1

US ROUTE 3 255+27.0 256+98.0

US ROUTE 3 257+32.3 257+96.5

US ROUTE 3 258+64.5

NH ROUTE 25 63+23.2 63+98.7

US ROUTE 3 255+17.8 258+10.3

259+72.5

US ROUTE 3 258+83.1 261+15.1

241+97.1 243+40.6US ROUTE 3

253+95.9 254+74.5

249+92.9 251+33.3

251+21.8 251+49.7

251+66.3 253+93.9

251+71.1 253+88.8

251+62.0

248+81.8

254+64.8

71+59.0 71+95.7

249+14.2 249+67.5

249+64.2 249+73.3

249+85.4 250+01.5

247+28.7

245+18.9 245+74.0

246+00.2 246+25.7

249+73.3

247+37.9 247+62.6

247+50.3 247+72.2

243+72.2

UNIT

246+14.0 246+93.6

245+85.3



SUMMARY SHEETS 10430.XLS 10430 15 59

242+07.7



ITEM NO. 641.

ITEM DESCRIPTION LOAM

244+60.9

242+83.7

Off

se

t244+34.1

US ROUTE 3

US ROUTE 3

243+89.3

246+74.3

247+98.5

249+44.5

US ROUTE 3

US ROUTE 3

US ROUTE 3

US ROUTE 3

US ROUTE 3

US ROUTE 3

US ROUTE 3

US ROUTE 3

US ROUTE 3

US ROUTE 3

US ROUTE 3

243+90.1

US ROUTE 3

US ROUTE 3

US ROUTE 3

US ROUTE 3

US ROUTE 3

US ROUTE 3

US ROUTE 3

US ROUTE 3

245+41.6

245+41.6

247+21.3 247+28.8

NH ROUTE 25 1.7

246+18.1

247+41.8

257+37.6

258+00.0

258+72.3

72+20.0 1.2

247+99.0

249+20.2

251+66.3

251+90.9

251+74.8

251+66.8

255+17.3

255+27.0

258+93.1

51+04.2

63+03.1

64+30.4

63+13.2

66+82.1

67+92.0

69+60.5

70+92.0

72+03.1

68+72.6

71+50.8

72+01.5

90+25.2

90+68.2

90+15.1

3614.4 151.5

ACT EST ACT EST ACT EST ACT EST ACT EST

CY CY LF LF LF LF EA U U U U U U U U U U LF LF EA

1 1.0 3.7 1 1 1.08

2 9.8 253.2

3 2.5 1 1 1.19

4 10.0 1 1 1.00

5 1.3 1 1 1.08

6 2.5 5.0 1 1 1.00

7 1.3 1 1 1.09

8 5.0 1 1 1.00

9 1 1.00

10 2.0 5.0 1 1 1.16

11 0.8 1 1 1.04

12 1 1 1.00

13 10.0 1 1 1.00

14 0.1 5.0 1 1 1.00

A1 1.0

A2 1.0

A3 1 1

A4 1 1

A5 1.0

A6 1 1

A7 1 1

A8 1 1

A9 1 1

A10 1.0

A11 1 1

A12 1 1

A13 1 1

A14 1 1

A15 1.0

A16 1.0

A17 1.0

A18 1


JOHNSON

111 1 1 3 410

0.0 0

12 14 20 130 20

0.00 0.00 0.000 0.36 0.00.00

11

0.5 0.5 0.1 0.0 0.0 0.0 0.0

1.00 1 1.00 122 9 9.64 1 1.00 119.9 30.0 20.0 311.5 13.5

10.0

REMOVE CB (SUBSIDIARY)

5 FT DEEP SUMP, SLAB TOP, REMOVE CB (SUBSIDIARY)

5.0 SLAB TOP, REMOVE CB (SUBSIDIARY)

10.0 SLAB TOP, REMOVE CB (SUBSIDIARY)

9.9 SLAB TOP, REMOVE DI (SUBSIDIARY)

1

2

5.0

20.4

12"

CA

TC

H B

AS

INS

TY

PE

B,

4-F

OO

T D

IAM

ET

ER

15

" P

VC

PIP

E

LF

60

4.7

2

60

4.4

60

4.5

2

CA

TC

H B

AS

INS

TY

PE

B,

6-F

OO

T D

IAM

ET

ER

60

3.8

02

15

60

4.1

25

60

3.0

02

15

60

3.0

02

18

REINFORCED

CONCRETE PIPE,

2000DREF

NO.

CO

MM

ON

ST

RU

CT

UR

E

EX

CA

VA

TIO

N

RE

SE

TT

ING

MA

SO

NR

Y W

AL

L

CL

OS

E-F

IT P

IPE

LIN

ER

36

" R

CP

(CO

NT

RA

CT

OR

'S O

PT

ION

)

20

6.1

57

0.9

60

3.0

02

12

3 TOTAL5 20

ROUNDING

260 21

00.06.8 0.6

SUB-TOTAL5.0 20.0253.2 20.4 4.015.0 1.00 3.0


SLAB TOP, REMOVE CB (SUBSIDIARY)

NO SUMP

SLAB TOP, REMOVE DMH (SUBSIDIARY)

5.0

LF LF

4 FT DEEP SUMP, REMOVE CB (SUBSIDIARY), REMOVE 20.6' x 8" CMP (SUBSIDIARY)

CA

TC

H B

AS

INS

TY

PE

B,

5-F

OO

T D

IAM

ET

ER

REMARKS

RE

CO

NS

TR

UC

TIN

G/A

DJU

ST

ING

CA

TC

H B

AS

IN &

DR

OP

IN

LE

T

RE

CO

NS

TR

UC

TIN

G/A

DJU

ST

ING

DR

AIN

AG

E M

AN

HO

LE

S

ST

EE

L W

ITN

ES

S M

AR

KE

RS




SUMMARY SHEETS 10430.XLS 10430 16 59

62

2.1

EA

5 FT DEEP SUMP, REMOVE CB (SUBSIDIARY)

REMOVE CB (SUBSIDIARY)

SLAB TOP, REMOVE CB (SUBSIDIARY)

5.0

10.0

5 FT DEEP SUMP, SLAB TOP, REMOVE DI (SUBSIDIARY)

5.0

5.0

LF

24"

PO

LY

ET

HY

LE

NE

LIN

ER

15" 18"

12

" C

OR

R.

ST

EE

L P

IPE

, .0

64

"

15

" P

LA

ST

IC P

IPE

(S

MO

OT

H

INT

ER

IOR

)

DR

AIN

AG

E M

AN

HO

LE

S,

4-

FO

OT

DIA

ME

TE

R

GR

AT

ES

& F

RA

ME

S,

TY

PE

B

60

3.0

02

24

60

3.8

10

15

60

4.0

00

7

60

3.1

10

12

60

4.3

24

60

4.1

26

60

4.2

42

60

4.1

24

15 22

DRAINAGE SUMMARY

60

2.6

09

36

DR

OP

IN

LE

TS

TY

PE

D-B

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

6EM 10x10

10C WHITE/RED RED/BLACK/WHITE

3B

3B

3E 6EM 10x10

3E

BLACK/WHITE RED/BLACK/WHITE

8E 3B

3B

4C 6EM 10x10

5C BLACK/WHITE 2.5B RED/BLACK/WHITE

2.5B

4C 2.5B

2C 3C

2B GREEN/WHITE

BLACK/WHITE 2B

2B

4D 8x2

2C

2C GREEN/BLUE/WHITE

BLACK/WHITE 6x6

4D 8x2

BLACK/WHITE

4D

BLACK/WHITE

4D

3E

3E

BLACK/WHITE

3E

BLACK/WHITE


4D

RED/WHITE

4D

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

59

615.0301 R1-1 30 30 6 1

615.0301 R2-1(25) 18 24 1 3.00

11 3.00 33.006.25 37.50

1 18 24

1 615.0301 R7-2B1 18 24

1

615.0301 R3-7R 30 30 1 6.25 6.25

1 3.00 3.00615.0301 R7-2B2

1

3.00

1 3.00 3.00615.0301 R7-2B3 18 24 1

12 18 2 11.50 3.00

11.50 4.50615.0301 R3-8(16) 42 30 26.25

615.0301 R3-8(13) 36 30 2 7.50 15.00 1 615.0301 R7-108a

32 615.0301 R7-8 12 183 8.75

11.25 2615.0301 R3-8(134) 54 30 1 11.25

615.0301 R3-8(135) 48 30 1 10.00 10.00

615.0301 R4-7 24 30 2 5.00

4 6.00615.0301 R3-9b 24 36

10.00 1

124.00


615.0301 R5-1 30 30 2 6.25 12.50

2

GENERAL NOTES

17

1SIGN TEXT LAYOUT

EXCEL FILE NAME

SGNTXT 10430

1. REFER TO THE 2016 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION PUBLISHED BY THE NHDOT.

2. NOTE NEW REFLECTIVITY REQUIREMENTS IN THE 2016 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION SECTION 718 PUBLISHED BY THE NHDOT.

3. REFER TO THE 2016 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. ALL ALUMNIUM OR U-CHANNEL POST SHALL BE FLUSH WITH THE TOP OF THE SIGN ON ALL SINGLE POST ASSEMBLIES.


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

.


(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


12D BLACK/WHITE MOUNT BELOW

R4-7

BLACK/WHITE

MOUNT BELOW

9C BLACK/WHITE 12D M3-2, M2-1, & M6-4

BLACK/WHITE

6C BLACK/WHITE 15x7 MOUNT BELOW

M1-4(3)

BLACK/WHITE

MOUNT BELOW

BLACK/YELLOW 12x6 M1-5(25)

BLACK/YELLOW BLACK/YELLOW

8.5x11.5 13x8 MOUNT BELOW

W11-2

BLACK/YELLOW

BLACK/YELLOW 13x8 MOUNT BELOW

W11-2

RED/BLACK/WHITE

MOUNT BELOW

R1-1

4D RED/WHITE

MOUNT BEHIND

R1-1 & R7-2B1

4D

6EM 10x10

RED/BLACK/WHITE

3B

3B


1.5D GREEN/WHITE

1D MOUNT BELOW

R7-8


59

FLUORESCENT YELLOW

OM1-3615.0601 6.752.2531818

4.002.00

M6-4615.0601 21 15 1 2.19 2.19

2.19

1615.0301 M2-1 21 15 1 2.19 2.19 615.0601

615.0301 M1-4(3) 24 24 1 4.00 4.00

M1-5(25) 24 24 3 4.00 12.00

1615.0301 M3-2 24 12 1 2.00 2.00

615.0301 W4-2 30 30 1

615.0301 W12-1 36 36 1 9.00

1 2.19

12 29.00 1 24W16-7pR615.0601

1 615.0601 M6-6L 21 156.25 6.25

1 615.0601615.0301 W11-2 30 30 4 6.25 25.00 4.00W16-7pL 24 12 2 2.00

GENERAL NOTES

615.0601 R5-1 30 30 5 6.25 31.25

4.00 12.00615.0601 R3-2 24 24 3

615.0601 R7-8p 12 6 1 0.50

3.00 3.00615.0601 R7-2B1 18 24 1

SGNTXT 10430 18

0.50


SIGN TEXT LAYOUT

EXCEL FILE NAME







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

.


(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


5D 8/6D

3D 24x24 12D

5D 15x7 BLACK/WHITE 24x24 14C WHITE / GREEN

17.4x12

US 3 Mount on existing

Cantilever Structure

* = 150% Spacing

8/6D

4E 24x24 14C WHITE / GREEN

4D BLACK/WHITE/RED BLACK / YELLOW

4D MOUNT ON MAST ARM 8D 8D

6D* US 3 Mount on existing


8/6D 6D

3C 24x24 12D WHITE / GREEN

3C BLACK/YELLOW 24x24 10D BLACK / YELLOW

3C MOUNT BELOW W11-8 US 3/NH 25

6D 6D Mount on existing


* = 150% Spacing

8/6D

BLACK/YELLOW 24x24 14C WHITE / GREEN

BLACK / YELLOW

8D 8D US 3/NH 25

6D* Mount on existing


5D 8/6D

3D 24x24 12D

5D 15x7 BLACK/WHITE 24x24 14C WHITE / GREEN

24x8 NH 25 Mount on existing


4B 8/6D 6D

5D 24x24 12D WHITE / GREEN

BLACK/WHITE/RED 24x24 10D BLACK / YELLOW

4D 6X6 MOUNT ON MAST ARM 24x8

5C NH 25 Mount on existing


BLACK/YELLOW

5C BLACK/YELLOW

MOUNT BELOW W11-2

BLACK/YELLOW

13x8 MOUNT BELOW


BLACK/YELLOW

13x8 MOUNT BELOW


59

MOUNT ON MAST ARM

POST

SIGN TEXT LAYOUT

EXCEL FILE NAME

SGNTXT 10430


W11-2 ON MAST ARM

POST

W11-2 ON MAST ARM

POST

19

616.301 W16-7pR 24 12 2 2.00 4.00

2.00 4.00616.301 W16-7pL 24 12 2

GENERAL NOTES

616.301 W16-9P 24 12 2 2.00 4.00

6.25 37.50616.301 W11-2 30 30 6

2

616.301 R10-23 30 30 2 6.25 12.50

11 615.0401

GO-06 60 84 1615.0401

616.301 35.00 35.00

35.0035.00

R10-6 24 36 2

35.001 615.0401

GO-05 60 846.00 12.00

GO-04 84 60 1 35.00616.311 W11-8 30 30 2 6.25 12.50

1 35.00 35.00615.0401 GO-03 84 603.00 6.00

1 35.00

616.311 W2-12P 24 18 2

20.00 615.0401 GO-02 84 60

35.00

35.00

1 35.001 615.0401 GO-01 84 6012.0036 2

616.311 R10-14A 60 24 2 10.00

6.00616.311 R10-6 24







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

.


(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


7/6C WHITE/GREEN

18X18 7.5D

MOUNT ON MAST ARM

SIGN "D"

18X18 7.5D 6D

WHITE/GREEN

6D 6D 6X9 6D WHITE/GREEN

6D 6D 6X9 6D MOUNT ON MAST ARM

6D 6D 6X9 6D SIGN "E"

WHITE/GREEN

6D 6D 6X9 6D WHITE/GREEN


6D 6D 6X9 6D SIGN "F"

6D

WHITE/GREEN WHITE/GREEN

6D 6D 6X9 6D


6D 6D 6X9 6D SIGN "G"

WHITE/GREEN

8B 8B MOUNT ON MAST ARM

6B 6B SIGN "A"

WHITE/GREEN

8B 8B 8X8 8B

MOUNT ON MAST ARM

8B 8B 8X8 SIGN "B"

WHITE/GREEN

8B 8B 8X8

8X8 MOUNT ON MAST ARM

8B 8B 8B SIGN "C"



59

615.0201 GA-01 60 66 1

615.0201 GA-04 102 42 1

616.191 D3-1A 96 16

2

2 10.67 21.33

30 3627.50 27.50

36

2

2 616.191 R3-6L 30

WHITE/BLACK/RED/

BLUE/GREEN

MOUNT ON EXISTING

OVERHEAD SIGN

STRUCTURE

615.0201 GA-02 99 42 1 28.88 28.88

1 7.50 7.50616.191 R3-5R

7.50

615.0201 GA-03 102 42 1 29.75 29.75 30 36 1 7.50 7.50

1 7.50

3629.75 29.75

616.191 R3-5L

1 7.50 7.502 616.191 R3-6a 30

GENERAL NOTES

616.191 D3-1C 84 30 1 17.50 17.50

17.50 17.50616.191 D3-1B 84 30 1


SIGN TEXT LAYOUT

EXCEL FILE NAME

SGNTXT 10430 20






4" 7'-4" 4" "217"2

17 3" 3"

9'-9"

3"

"2

11

"2

11

(typ.)

"411

"2114

8 spaces at 11"

"2114

2"

"434

" (typ.)438"2

1

(typ.)

3"

6"6"

27"

4'-8"

"2

13

"2

11

6" 2'-0" min.10"4"

"2

1

22"

2'-6"

3"3"9"9"3"3"

3"

3"

"2

11

3"

"2

11

24"

"2

126

10"

24"

12"

24"

"43

4"

1"for offset distance

See roadway typical section

Varia

ble

Reduced size acceptable in solid rock.

24" dia. round anchor is an acceptable alternative.

rough sawn timber rail

"216" x 10" x 9'-11

in timber rail (typ.)

" deep21" holes 38

3pre-drill

" dia. x 4" lag screw85

" bolt slot41" x 24

3

11" w/no block-out (Type B)

15" w/block-out (Type A)

nut and plate washer

" dia. carriage bolt w/hex85

617-60

5" dia. x 1" depth recess

" dia. hole (typ.)87

" thickness83Steel plate

barrier installations.

617-62) on both approach and trailing ends of

Place a terminal section (See Standards 617-61 and

lag screws (typ.)

" dia. holes for1611

" thickness83Steel plate

rough sawn timber post

10" x 12" x 7'-0"

Type A only (See Note 1)

4" x 9" x 12" block,

w/hex nut &washer (typ.)

" carriage bolt 21" x 84

3

post at 10'-0" centers

rough sawn timber

10" x 12" x 7'-0"

(See Note 1)

block, Type A only

4" x 9" x 12"

" bolt slots (typ.)41" x 18

7

STANDARD NO SCALE

U.S. CUSTOMARY STANDARD

NUMBER

SHEET

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE

PROJECT

$P

AT

H$

$D

AT

E$

STANDARD APPROVED FOR USE 3/1990

REVISED: 4/1994 6/2005

TYPE A & TYPE B

STEEL-BACKED TIMBER GUARDRAIL

" dia. holes (typ.)87

" thick washer41in

" dia. hole centered1611

contacts the concrete anchor

of styrofoam where it

"21Wrap post w/

2110430NH

ITEM 606.5369 - WOOD GUARDRAIL, STEEL BACKED

timber rail

End of

Steel rail

Steel splice plate

12d nail

fill slope

Varia

ble

NOTE:

STEEL RAIL PLATE WASHER

POST CONNECTION

STEEL SPLICE PLATE

TYPICAL GUARDRAIL CROSS SECTION

PLAN

ELEVATION

SHORT GUARDRAIL POST

CONCRETE ANCHOR FOR

Steel splice plate

fastener hardware as specified.

Use weathering steel for all structural steel and

non-blocked-out, system as specified in the plans.

Use the Type A, blocked-out, system or the Type B,

3.

2.

1.

Plate washer

Steel rail

ground line at face of rail

Edge of pavement or

shown on typical section sheet

Aggregate base or as steeper than fill slope

Variable slope but not

flatter slope

1:10 or

departure sections

for approach and

widening required

Subgrade shoulderof foreslope

Hinge point

Ground line

"2

11

3" 9" 3" 3"

"2

11

18"

6"

9"

6"

"2

11

"2

11

30"

6"

"2

11

"2

11

6"3" 4"

"2

14

"2

14

3" 3" 3"

"219"2

15

"2

14

22"

4'-8"

6"

10" 6"

6"4'-3"1'

6"

10" 3"

1'4'-3"

3"3"9""2110"2

14

6"

4"

"2

19

6"

10" 6"

1'3'-6"1'

4'-8"

22"

5"

Terminal length 40'-9"

4'-9"7 spaces at 4'-6"4'-6"

"211

"211

"211

"211

3"

3"

-inch thick83

" dia. hole43

" Ø hole214

3" Ø hole

" thick83

" Ø Holes87

3"

STANDARD APPROVED FOR USE --/----

DRAFT: 9/2011

REVISED: 617-69

8:21 A

M

15 S

epte

mber 2

011

]U

SC

[

c:\m

yfiles\p

w_production\d

ms67487\st6

1769.d

gn

STATE PROJECTNUMBER

SHEET

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

TIMBER GUARDRAIL

FOR STEEL-BACKED

TL-2 END TERMINAL

"41" x 18

7

"41" x 24

3

" x 7"87

" thick83

" Ø bolt85

5" Ø x 1" recess

" dia. bolt85

5" Ø x 1" recess

" holes83pre-drill " holes8

3pre-drill

" x 4" lag screws85" x 4" Lag screws8

5

" bolt with21" x 84

3

" Ø bolt85

5" Ø x 1" recess

", 4'-8" long163x

Steel tube 10" x 6"

", 4'-8" long163x

Steel tube 10" x 6"

" Ø hole43

" recess212" Ø x

" recess212" Ø x

" recess212" Ø x

"41" x 24

3

"41" x 18

7

10430 22NH

TERMINAL UNIT - TL2

ITEM 606.1461 - WOOD GUARDRAIL, STEEL-BACKED

ELEVATION

PLAN

ELEVATION ELEVATION ELEVATION

PLAN PLAN

DETAIL A DETAIL B DETAIL C

AT POSTS 2 - 9

SPLICE PLATE

DETAIL G DETAIL H

AT POST 1

TIMBER BLOCK

TIMBER RAILS 9

TIMBER RAILS 2 - 8TIMBER RAIL 1

DETAIL F

DETAIL EDETAIL D

DETAIL I

DETAIL J

DETAIL K

TIMBER POSTS 1 - 9

AT POST 10

FILLER PLATE

AT POST 1

SPLICE PLATE

AT POST 10

POST/RAIL CONNECTION

AT POSTS 2-9


AT POST 1


Rail 9Rail 8Rail 2Rail 1

Post 1 Post 2 Post 3 Post 8 Post 9 Post 10

in slots as shown

Three lag screwsTop of rail

see Detail I

Hole at ground level,

in slots as shown

Three lag screws

Ground line

see Detail 1

Hole at ground level,

Timber post Timber post

Timber rail 1 Timber rail 9

Timber rail 1

Timber block 1

Timber rail 2

Steel plate

Steel platebolt slot

bolt slots

for posts 4-9

for posts 1-3

bolt slots

bolt slotbolt slots

Steel plate

Start of standard SBT guardrail

standard SBT Rail

SBT standard rail cut at 45°

SBT standard timber block

SBT standard plate washer

SBT standard Post


SBT standard timber block


hex nut and washer

SBT standard splice plateSplice plate 2Splice plate 1

NO SCALE

PLAN


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ON

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DGN

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23 59

DRAINAGE DETAILS

BE

P

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12-

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03-

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M cFarlandJohnson

NOT TO SCALE

ELEVATION

SECTION

US ROUTE 3

WINNIPESAUKEE

LAKE

DRAINAGE NOTE 2 OUTLET HEADWALL

EXISTING RCP

BOARDWALK

EXISTING

DO NOT DISTURB

EXISTING RCP

BOARDWALK

EXISTING

DO NOT DISTURB

(CONTRACTOR'S OPTION)

PIPE LINER, 36" RCP

ITEM 602.60936 - CLOSE-FIT

SLOPE

STABILIZE

NEEDED (ITEM 570.9)

RESET MASONRY AS

NEEDED (ITEM 570.9)

RESET MASONRY AS


10430

DGN

10430swk.dgn



24 59

WITH DETECTABLE WARNINGS

SIDEWALK CURB RAMPS

2.0% MAX.

1.6% TYP.

IMMEDIATELY OUTSIDE OF CORNER RADIUS.

TWO SEPARATE RAMPS LOCATED ON TANGENT SIDEWALK AREA

THE LANDING SHALL NOT EXCEED 2% IN ANY DIRECTION.

IS 12:1, THE MAXIMUM CROSS SLOPE IS 2%. THE SLOPE OF

THE MAXIMUM RUNNING SLOPE OF ANY SIDEWALK CURB RAMP

WITHIN THE CROSSWALK MARKINGS.

EXCLUSIVE OF THE FLARED SIDES, SHALL BE WHOLLY CONTAINED

THE BOTTOM OF THE SIDEWALK CURB RAMP OR LANDING,

SHALL BE SLIP RESISTANT.

CONCRETE/DARK-STAINED CONCRETE. THE CONCRETE SURFACE

EITHER ASPHALT/LIGHT-COLORED CONCRETE OR LIGHT-COLORED

CONTRAST VISUALLY WITH THE ADJOINING SIDEWALK SURFACE,

THE LANDING OF A PARALLEL SIDEWALK CURB RAMP SHALL

THE SURFACE OF A PERPENDICULAR SIDEWALK CURB RAMP OR

GRANITE CURB


1.6

% T

YP. 1.6

% TYP.

24" 1'-6"

4" THICK CONCRETE

12:1 MAX.

MIN.

4'-0"

OF 2 FT. FROM THE ROADWAY CURBLINE.

SHALL BE A MAXIMUM OF 5% (FULL WIDTH) FOR A DISTANCE

ROADWAY SHOULDER SLOPES ADJOINING SIDEWALK CURB RAMPS

TRANSITIONS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES.

GRANITE CURB


BACK OF THE CURB.

MUST BE LOCATED AT THE

DETECTABLE WARNINGS

SINGLE RAMP SERVING TWO CROSSWALKS.

MIN.

4'-0"

2% MAX.

MUST BE AT THE BACK OF THE CURB

DETECTABLE WARNINGS

TWO SEPARATE RAMPS SEPARATED BY 5' MINIMUM AS SHOWN ABOVE.

4" MIN.

4" THICK CONCRETE

24" 1'-6"

4" MIN.

5' TYP.MAX.10:1

10:1 MAX.

5'L*

4' MIN.

10:1 MAX.

CURB

1.6%

SIDEWALK

TRANSITION RAMPS:

CURB

CROSSWALK

RA

DI

AL

5'

MI

N.

CROSSWALK

RADIALPERPENDICULAR CURB RAMP DETAIL

A

A

(5'TYP.)

10:1

10:1

(5'TYP.)

SECTION A-A

Pavement

SECTION B-B

Pavement

12:1 MAX. GRADE

2% MAX.

1.6% TYP.

ROADWAY GRADE

12:1 MAX. GRADE

2% MAX.

1.6% TYP.

MA

X.

12:

1

MAX.

12:1

STRIP

GRASS

1.6%

TYP. SIDEWALK

BACK OF

PERPENDICULAR RAMP WITH GRASS PANEL

OF GRASS PANEL

* LENGTH OF RAMP VARIES WITH SLOPE & WIDTH

PARALLEL CURB RAMP DETAIL

B

B

MAX

12:1

MAX.

12:1

OF THE CURB ALONG THE EDGE OF THE LANDING.

LOCATE THE DETECTABLE WARNING SURFACES AT THE BACK

PARALLEL CURB RAMPS:

LOCATE THE DETECTABLE WARNING SURFACES AT THE BACK OF THE CURB.

FOR BLENDED TRANSITIONS AND LANDINGS:

EACH OTHER.

SPACED AT INTERVALS OF 200' MAXIMUM TO ALLOW FOR USERS TO PASS PROVIDE A WIDENED AREA A MINIMUM OF 5'-0" WIDE BY 5'-0" LONG IF IT IS NECESSARY TO USE SIDEWALK WIDTHS 5'-0" OR LESS,

RAMPS HAVE A MAX. CROSS SLOPE OF 2%.

MIN. TO 8.33% MAX. SIDEWALK, BLENDED TRANSITIONS, AND CURB

BUT LESS THAN 5%. CURB RAMPS HAVE A RUNNING SLOPE OF 5%

BLENDED TRANSITIONS HAVE A RUNNING SLOPE GREATER THAN 2%

SHALL BE PERPENDICULAR TO THE DIRECTION OF TRAVEL.

ALL GRADE BREAKS BETWEEN LANDINGS, RAMPS, AND BLENDED TRANSITIONS

TO 2.4" MAX.

1.6" MIN.

CORNER PARALLEL RAMP DETAIL

LOCATION OF CORNER RAMPS:

THE ORDER OF PREFERENCE FOR

3.

2.

1.

GENERAL NOTES

1.

2.

3.

4.

5.

RUNNING SLOPE OF THE RAMP(S) IS GREATER THAN 8.33%.

USE A MAXIMUM RAMP LENGTH OF 15'AND THE ALLOWABLE

IN A RAMP LENGTH LONGER THAN 15'. IN THOSE CIRCUMSTANCES

THE SAME GRADE, AND USING A GRADE OF 8.33% WOULD RESULT

SIDEWALK(S) ARE PARALLEL AND VERY CLOSE TOGETHER, WITH

RUNNING GRADE IS ALLOWED WHERE THE THE ROADWAY AND THE

RAMP RUNNING SLOPE EXCEPTION: A GREATER THAN 8.33% RAMP

OR LANDING AND THE STREET.

TO THE GRADE BREAK BETWEEN THE RAMP, BLENDED TRANSITION,

THE ROWS OF TRUNCATED DOMES SHALL BE ALIGNED PERPENDICULAR

OF AND SHALL BE A MINIMUM OF 2 FEET IN DEPTH.

LANDING, BLENDED TRANSITION, OR CURB RAMP THEY ARE A PART

DETECTABLE WARNING PANELS SHALL BE THE FULL WIDTH OF THE 6.

SPECIFIED DEPTH

OTHER APPROVED MATERIAL AT

4" CRUSHED GRAVEL, OR

SPECIFIED DEPTH

OTHER APPROVED MATERIAL AT

4" CRUSHED GRAVEL, OR

AT THE BOTTOM OF THE LANDING.

FROM THE BACK OF THE CURB, LOCATE THE DETECTABLE WARNINGS

WHERE EITHER END OF THE BOTTOM GRADE IS GREATER THAN 5'-0"

PANELS ON THE RAMP SURFACE AT THE BOTTOM OF THE RAMP.

FROM THE BACK OF THE CURB, LOCATE THE DETECTABLE WARNING

WHERE BOTH ENDS OF THE BOTTOM GRADE ARE LESS THAN 5'- 0"

PERPENDICULAR CURB RAMPS:

PLACEMENT FOR DETECTABLE WARNING SURFACES ARE AS FOLLOWS:

BLENDED TRANSITION, OR LANDING CONNECTS TO A STREET (OR TERMINATES).

PROVIDE DETECTABLE WARNING SURFACES ANYTIME THAT A CURB RAMP,

SIDEWALK (RAMP)

ITEM 608.24 4" - CONCRETE

SIDEWALK


SIDE ROAD

SIDEWALK


SIDEWALK (RAMP)

ITEM 608.24 4" - CONCRETE

> 5'-0"

0.

2"

WARNING DEVICES, CAST IRON

ITEM 608.54 - DETECTABLEBR

EA

K

RA

MP

GR

AD

E

MAX.

5'-0"

BREAK

RAMP GRADEWARNING DEVICES, CAST IRON

ITEM 608.54 - DETECTABLE

DOME SECTIONDOME SPACING

TO

2.

4"

MA

X.

1.

6"

MI

N.

TO 65% BASE DIA. MAX.

50% BASE DIA. MIN.

TO 1.4" MAX.

0.9" MIN.

CURB RAMPS OR LANDINGS.

SHALL NOT BE LOCATED IN, OR AT THE BASE OF, SIDEWALK

CURB RAMPS OR LANDINGS. CATCH BASINS, MANHOLES, ETC.

INTERCEPT DRAINAGE ALONG THE CURB IN ADVANCE OF SIDEWALK

REVISION DATE

3/3/2017

(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)


(SEE NOTE NO. 9)

CURB CUT 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.)

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%.

(7'-0" MIN. DES.)

CURB TAPER (TYP.)

(6'-0" TYP.)

SIDEWALK WIDTH VARIES

(7'-0" MIN. DES.)

CURB TAPER (TYP.)


SH

EE

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10430

DGN

10430dvy.dgn


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25 59

DRIVEWAY DETAILS

BE

P

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M

12-

20

16

03-

20

17

96

INC.

ARTS AND CRAFTS,

MEREDITH/LACONIA

GRID


SH

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EC

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BUI

LT

DE

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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

10430

DGN

10430genplans


SD

R

PR

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26 59

GENERAL PLAN 01

BE

P

EW

M

12-

20

16

03-

20

17

M cFarlandJohnson

SE

E

GE

NE

RA

L

PL

AN 02

MA

TC

HLI

NE

ST

A 246

+35.00

SCALE IN FEET

20 0 4020

241+00

242+00

243+00

244+00

245+00

246+00

+50

+50

+50

+50

+50

+50

243

+67.31

PT

N28°26'36.62W

EXIST. R.

O.

W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.

O.

W.

EXIST. R.

O.

W

EXIST. R.

O.

W

EXIST. R.

O.

W

EXIST. R.

O.

WEXI

ST. R.O.

W.

EXIST.

R.O.

W.

EXIST. R.O.W.

101

& NANCY J.

DAVID E., JR.

LARRABEE,

97

HOLDINGS, INC.

HOSPITALITY

HAMPSHIRE

102

HOLDINGS, INC.

HOSPITALITY

HAMPSHIRE

104

1999 REVOCABLE TRUST

ALEXANDER L. RAY

103

MEREDITH

TOWN OF

107

ANDREW C.

LEONE,

105

LLC

PARTNERS,

MARDIS

98

OF 1992

REVOCABLE TRUST

DOUGLAS P. HILL

ANDREW C.

LEONE,

gl

g

gl

gl

glgl

gl

glgl

gl

lp gl

gl

gl

fp

ip

an

lp

lp

ip

di

pb

an

an

an

posts

fp

cbc

b

fc

fc

hyd

an

m hs

cb

cb

di

lp

cb

di

cb

wg

lp

lp

m hs

cb

posts

mb

m h

s

m hs

cb

glgl

gl

gl

gl

glglgl

gl

gl

wg

gl

lp

lp

cb

cb

m hs

lp

ip

an

h

s

an

wg

w

so

cb

OP

postpost

post

post

post

ip

rcp

12"

rcp

24"

50a

4

ver 4

4

12014

nhec

cmp

8"

6

ver 2

92.3

120

nhec

5a

15"

36"rcp

36"rcp

rcp

12"

pvc

4"

spp

8"

spp

8"

spp

8"

Fire Station

brick & wood

spp

8"spp

8"

1• story

strea

m

spp

8"

post & rail

net

3-1

4

31

12014

nhec

cmp

psp

15"

cmp

15"

wood

rw stone

2 story

21

12014

nhec

2s

4

net

3

4

3

12014

nhe

15A

vz2•

21

12014

nhe

5A

CONSTRUCTION À

U.S. ROUTE 3

LINE

SLOPE

CONSTRUCTIONBEGIN

STA 241+25.00OAK

STREET

US ROUTE 3

STATION

FIRE

MEREDITH

LAKE WINNIPESAUKEE

LINE

SLOPE

LINE

SLOPE

LINE

SLOPE

ISLAND

LANDSCAPED

ISLAND

LANDSCAPED

ISLAND

LANDSCAPED

BOARDWALK

DO NOT DISTURB EXISTING

ITEM 503.201 - COFFERDAM

L

1

2

EASEMENT

DRAINAGE

II

I.S.

II

I.S.

jb

m

h

s

SE

E

GE

NE

RA

L

PL

AN 01

MA

TC

HLI

NE

ST

A 246

+35.00

247+00

248+00

249+00

250+00

+50

+50

+50

+50

+50

N28°26'36.62W

10' ACCESS EASE.

EXIST. R.O.W.

EXIS

T.

R.

O.

W.

EXI

ST.

R.

O.

W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

106

MEREDITH

TOWN OF

108

LLC

PROPERTIES,

ROBERT SCOTT

109

LLC

REALTY,

GASCO

117

HOLDINGS, INC.

HOSPITALITY

HAMPSHIRE

112

MARION

CHASE

111

JOHN F.

COOK,

107

ANDREW C.

LEONE,

mh cb

di

cb

cb

cb

cb

mh

cb

NU

LL

NU

LL

NU

LL

jb

gl gl

cb

w

ph

m hd

mh

s

cb

m h

s

m hs

m hs

w

wg

an

w

w

w

cb

w

m hs

gl

glgl

gl

m hs

mh

ph

lp

lp

gl

cb

gl

ip

ip

ip

cb

gl

NU

LL

NU

LL

92.4120nhec

pvc

12"

pvc

18"

pvc

18"

rcp

15"

92.5

120

nhec

pvc

6"

18"

rcp

15"

rcp

15"

pipe?

pvcp

6"

12"

12"

12"

pipe

6"

18"cpp

pcp

15"

926

120

nhec

water

bgr

psp

psp

psp

spp

?"

gci

psp

a

5/15

bell

92.1

120

nhec

CONSTRUCTION À

U.S. ROUTE 3

LINE

SLOPE

LINE

SLOPE

LINE

SLOPE

LA

KE

ST

RE

ET

US ROUTE 3

LAKE WINNIPESAUKEE

PARKING LOT

PONDING

POTENTIAL

ADDRESS

ISLAND

LANDSCAPED

EXISTING CURB

DO NOT IMPACT

EXISTING FENCE

DO NOT IMPACT

SAVE

L

(SUBSIDIARY) (TYP)

REMOVE LANDSCAPE TIES

(SUBSIDIARY)

REMOVE CONCRETE PAD

PLANTING AREA

DO NOT DISTURB

LATTICE ARCH

EXISTING WOODEN

DO NOT IMPACT

BY OTHERS

REMOVAL BY OTHERS

REMOVAL

ISLAND

LANDSCAPED

ISLAND

LANDSCAPED

508.44

20.6',RT

249+73.3

508.50

20.6',RT

249+85.4

507.28

35.3',RT

249+69.0

507.27

35.3',RT

249+88.1

24.0'

P+58.4

LANDSCAPED ISLAND

PRIVATE SIGNS

2 EXISTING

DO NOT DISTURB

SIGN OR POST

EXISTING "MOBIL"

DO NOT DISTURB

3

4

A3

A4

A6

A1 A5

A2

1

2

3

EASEMENT

CONSTRUCTION

TEMPORARY

EASEMENT

SIDEWALK

EASEMENT

CONSTRUCTION

TEMPORARYII

I.S.

II

I.S.

II

I.S.

I.S.

I I.S.

I

I.S.

I

SE

E

GE

NE

RA

L

PL

AN 03

MA

TC

HLI

NE

ST

A 250

+75.00

GRID

SCALE IN FEET

20 0 4020


SH

EE

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DE

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LS

DA

TE

DA

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NU

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ER

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ST

ATI

ON

ST

ATI

ON

DE

SC

RI

PTI

ON

RE

VI

SI

ON

S

AF

TE

R

PR

OP

OS

AL

10430

DGN

10430genplans


SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN


27 59

GENERAL PLAN 02

BE

P

EW

M

12-

20

16

03-

20

17

M cFarlandJohnson

mh

md

251+00

252+00

253+00

+50

+50

254+00255+00

+50

+50

253

+16.95

PC

N28°26'36.62W

US ROUTE 3 STA 253+16.95, RT 6.00' AHEAD

US ROUTE 3 STA 253+16.95 BACK =

EXIST. R.O.W.

EXIST. R.O.W.

EXIS

T.

R.

O.

W.

EXIS

T.

R.

O.

W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

118

MEREDITH

TOWN OF

121

CORPORATION

MEREDITH BAY

gl

gl

gl

gl

fp

gl gl

di

wg

wg

wg

di

gl

gl

gl

NU

LL

jb

gl

gl

gl

m hs

m hs

hyd

anan

an

cc

fp

fc

cb

m hs

m hs

m h

s

elect meter

gl

gl

m hs

gl

gl

gl

elect meter

m hs

md

LP

md

md

md

md

#4

pvc

12" pvc

12"

pvc

12"

8"

8" c

mp to

inletlake

metal bridge bgr

10.5'w conc box culv.

Bridge

#3

river

wood

1 story

cip

24" rcp

30" rc

p

3

11402

nhec

200/2

nynex

?

112.02

nhec

50-a

CONSTRUCTION À

U.S. ROUTE 3

CONSTRUCTION À

U.S. ROUTE 3

LINE

SLOPE

LINE

SLOPE

LINE

SLOPE

LINE

SLOPE

DO

VE

R S

TR

EE

T

US ROUTE 3

LAKE WINNIPESAUKEE

PARK

HESKY

EXISTING CURB

DO NOT IMPACT

SAVE

SAVE

EXISTING FENCE

DO NOT IMPACT

L

L

L

LATTICE ARCH

EXISTING WOODEN

DO NOT IMPACT

ISLAND

LANDSCAPED

24.1'

P+40

(ITEM 625.62)

LIGHT POLE

RESET/RELOCATE

AND IRRIGATION SYSTEMS

AVOID PRIVATE ELECTRICAL

LANDSCAPING

ORNAMENTAL WALLS AND

DO NOT DISTURB/IMPACT

RAMP

NOT IMPACTED BY CONCRETE

RETAIN EXISTING BRICK

A7

EASEMENT

CONSTRUCTION

TEMPORARY

EASEMENT

CONSTRUCTION

TEMPORARY

I.S.

I

I.S.

I

I.S.

I

GRID

SE

E

GE

NE

RA

L

PL

AN 02

MA

TC

HLI

NE

ST

A. 250

+75.00

SE

E

GE

NE

RA

L

PL

AN 04

MA

TC

HLI

NE

ST

A. 255

+75.00

SCALE IN FEET

20 0 4020


SH

EE

T

CH

EC

KE

D

AS

BUI

LT

DE

TAI

LS

DA

TE

DA

TE

DA

TE

DA

TE

NU

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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

10430

DGN

10430genplans


SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN


28 59

GENERAL PLAN 03

BE

P

EW

M

12-

20

16

03-

20

17

M cFarlandJohnson

124

147

HOLDINGS, INC

HOSPITALITY

HAMPSHIRE

cb

GRID

SE

E

GE

NE

RA

L

PL

AN 03

MA

TC

HLI

NE

ST

A 25

5+75.00

SE

E

GE

NE

RA

L

PL

AN 05

MA

TC

HLI

NE

ST

A 261

+50.00

SEE GENERAL PLAN 06MATCHLINE STA 64+40.00

SCALE IN FEET

20 0 4020


SH

EE

T

CH

EC

KE

D

AS

BUI

LT

DE

TAI

LS

DA

TE

DA

TE

DA

TE

DA

TE

NU

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ER

DA

TE

ST

ATI

ON

ST

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ON

DE

SC

RI

PTI

ON

RE

VI

SI

ON

S

AF

TE

R

PR

OP

OS

AL

10430

DGN

10430genplans


SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN


29 59

GENERAL PLAN 04

BE

P

EW

M

12-

20

16

03-

20

17

M cFarlandJohnson

256+00 257+00258+00

259+00

260+00

261+00

+50

+50

+50

+50

259

+23.46

PC

C

51

+00

52

+00

52

+70

63

+00

64

+00

+50

62

+70

NH ROUTE 25 STA 62+70.00

MAIN STREET STA 52+70.00 =

US ROUTE 3 STA 258+46.95 =

N58°39'03.27

E

EXIST. R.O.W.

EXIST. R.O.W.

EXI

ST.

R.

O.

W.

EXI

ST.

R.

O.

W.

EXIST. R.O.W.

EXIST. R.O.W.

EXI

ST.

R.

O.

W.

EXI

ST.

R.

O.

W.

LLC

PARTNERS,

BAY

MEREDITH

EXIST. R.O.W.

EXI

ST.

R.

O.

W.

EXIST. R.O.W.

EXIST. R.O.W.

EXI

ST.

R.

O.

W.

EXI

ST.

R.

O.

W.

121

CORPORATION

MEREDITH BAY

125

TRUST

GRANTOR

NORMANDIN

LINDA D.

126

LLC

REALTY,

CIRQUE129

INC

THRIFTAMAT,

119

MEREDITH

TOWN OF

B

150

MEREDITH LLC

VILLAGE OF

B

150

MEREDITH LLC

VILLAGE OF

gl

gl

cb

cb

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pb

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ft

ft

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pb

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cb

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ft

ft

ft

fc

lp

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cb

LP

post

post

cb

h

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m hu

mh

s

an

ip

bnd

bnd

bnd

bnd

bnd

pvcp

12"

18" rcp

24" rcp

cmp

12"

rcp

18" or 15"

15" rcp

clay

15"

8" pvcp

rcp

15"

wood

2• story

wood

2• story

19

114

nhec

16.6

114

nhe

8" pvcp

15" rc

p

& asph sk

wood canopy

pit w/

mrm cooking

21

114

nhec

Real Estate

Luxury

Lakes Region

3a

3

104

1 story brick

24" rcp

30" rcp

24" rcp

1

11402

30/a

20

114

nhec

CONSTRUCTION À

U.S. ROUTE 3

CONSTRUCTION À

U.S. ROUTE 3

LINE

SLOPE

LINE

SLOPE

LINE

SLOPE

LINE

SLOPE

LINE

SLOPE

LINE

SLOPE

LINE

SLOPE

LINE

SLOPE

MAI

N

ST

RE

ET

US ROUTE 3

US ROUTE 3/NH ROUTE 25

LAKE WINNIPESAUKEE

CONSTRUCTION À

N.H. ROUTE 25

LIMIT OF WORK

STA 51+00.00

CONSTRUCTION À

MAIN STREET

LINE

SLOPE

SAVE

SAVE

SAVE

AREA

LANDSCAPED

QMLQML

QML

QML

POSSIBLE

SAVE IF

POSSIBLE

SAVE IF

LANDSCAPED AREA

SIDEWALK AND INSTALL

REMOVE EXISTING

L

L

L

L

POSSIBLE

SAVE IF

POSSIBLE

SAVE IF

WI

NNI

PE

SA

UK

EE

ST

RE

ET

N.

H.

RO

UT

E 25/

EXISTING FENCE

DO NOT IMPACT

LATTICE ARCH

EXISTING WOODEN

DO NOT IMPACT

SIGN

PRIVATE

AVOID

10

8

9

A8

A9

11

5

6

7

12

A10

EASEMENT

SIDEWALK

EASEMENT

CONSTRUCTION

TEMPORARY

EASEMENT

CONSTRUCTION

TEMPORARY

EASEMENT

SIGN

EASEMENT

SIDEWALK

EASEMENT

SIDEWALK

EASEMENT

CONSTRUCTION

TEMPORARY 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

cb

cb

GRID

SCALE IN FEET

20 0 4020


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

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ST

ATI

ON

ST

ATI

ON

DE

SC

RI

PTI

ON

RE

VI

SI

ON

S

AF

TE

R

PR

OP

OS

AL

10430

DGN

10430genplans


SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN


30 59

GENERAL PLAN 05

BE

P

EW

M

12-

20

16

03-

20

17

M cFarlandJohnson

SE

E

GE

NE

RA

L

PL

AN 04

MA

TC

HLI

NE

ST

A 261

+50.00

262+00263+00

264+00

265+00

266+00

266+66266+66

+50

+50

+50

+50

+50

+50

263

+14.95

PC

C

265

+80.29

PT

N8°35'52.38W

PR

OJ,

P-1744-

A

FL

OW

AG

E

EA

SE.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

133

MEREDITH

TOWN OF

131

MEREDITH

TOWN OF

EL

EA

NO

R

WE

SL

EY

&

LO

RD

n/f

132

TRUST

REALTY

FAMILY

LUDWICK

134

SHARON

PETER &

SPANOS,

135

MEREDITH

TOWN OF

136

LLC

ENTERPRISES,

L&S CAR WASH

137

MICHAEL

GOULD

n/f

##

OWNER

OWNER

141

FARMS INC

CUMBERLAND

n/f

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an

cb

an

cb

cb

an

an

an

an

an

w

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m h

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m hs

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s

4 sewer valves

cb

wso

h

yd

3 fts

cb

cb cb

post

PH

post

post

post

post

post

post

md

h

yd

m

h

s

lp

lp

wso

24" rcp

24" c

mp

pipe?

15" rcp

4" pvcp

18" cmp

12" cmp

15"

cmp

rcp

15"

rcp

15"

rcp

18"

spp

15"

18"

6"cap

18

114

a/nhec

net/5

513/3

17

114

nhec

net

2

513

1

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14a/nhec

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512b/512

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161.1

114

nhec

14a

161

114

nhec

net

1

513a

111/111

84/nhec

net/wmp

512b/1

2000

24" rcp

CONSTRUCTION À

U.S. ROUTE 3

CONSTRUCTIONEND

STA 265+70.00PARKING LOT


L

L

A11

A12

A13

A14

I.S.

I

GRI

D

SCALE IN FEET

20 0 4020

SE

E

GE

NE

RA

L

PL

AN 07

MA

TC

HLI

NE

ST

A 69

+50.00S

EE

GE

NE

RA

L

PL

AN 04

MA

TC

HLI

NE

ST

A 64

+40.00


SH

EE

T

CH

EC

KE

D

AS

BUI

LT

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TAI

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DA

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DA

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DE

SC

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RE

VI

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AF

TE

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PR

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10430

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10430genplans


SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN


31 59

GENERAL PLAN 06

BE

P

EW

M

12-

20

16

03-

20

17

M cFarlandJohnson

65+00

66+00 67+00 68+00 69+00

+5

0

+5

0

+5

0

+5

0

+5

0

+5

0

N58°39'03.27E

PLEASANT STREET STA 90+00.00

NH ROUTE 25 STA 71+16.22 =

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

149

MEREDITH

TOWN OF

152

?

OF NH]

[STATE

156

MEREDITH

TOWN OF

151

(DOT)

OF NH

STATE

153

SAVINGS BANK

MEREDITH VILLAGE

147

HOLDINGS, INC

HOSPITALITY

HAMPSHIRE

A

150

SAVINGS BANK

MEREDITH VILLAGE

B

150

MEREDITH LLC

VILLAGE OF

mon

gl

wg

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jb

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mon

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gl

gl

gl

lp

gl

gl

hyd

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mon

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mon

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mdmdmdmd

md

md

md

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mdm

dlp

bnd

22

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2

104

box culvert

15" rcp

12" or

8" pvcp

no #s

net

15

100

•100b

net

13

net

2

100

rcp

15"

Seneca-Ladd Bldg.

wood

3 story MVSB

2 story brick

parking

asphalt

wood

story

pole

mtl lt

2•

psp6"

CONSTRUCTION À

N.H. ROUTE 25

LINE

SLOPE

LINE

SLOPE

LINE

SLOPE

LINE

SLOPE

LAKE WINNIPESAUKEE

PARK

SCENIC

LANDSCAPED AREA

SIDEWALK AND INSTALL

REMOVE EXISTING

PO

SSI

BL

E

SA

VE I

F

R

RR

R

WINNIPESAUKEE STREET

N.H. ROUTE 25/

R

A15

A16

EASEMENT

CONSTRUCTION

TEMPORARY

EASEMENT

SIDEWALK

EASEMENT

SIDEWALKEASEMENT

CONSTRUCTION

TEMPORARY

II

I.S.I.S.

I

I.S.

I

I.S.

I

I.S.

I

GRI

D

SCALE IN FEET

20 0 4020

SE

E

GE

NE

RA

L

PL

AN 06

MA

TC

HLI

NE

ST

A 69

+50.00


SH

EE

T

CH

EC

KE

D

AS

BUI

LT

DE

TAI

LS

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

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DA

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ST

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DE

SC

RI

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ON

RE

VI

SI

ON

S

AF

TE

R

PR

OP

OS

AL

10430

DGN

10430genplans


SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN


32 59

GENERAL PLAN 07

BE

P

EW

M

12-

20

16

03-

20

17

M cFarlandJohnson

70+00

71+0

0

72+0

0

73+0

0

74+0

0

74+5

0

74+5

0

+5

0

+50

+50

+50

+50

70

+09.97

PC

71+86.04

PT

90+00

91+00

91+90

91+90

90+51.56

PC

90

+94.63

PT

N25°

01'2

0.79

E

S67°34'24.12E

N79°31'34.18E


NH ROUTE 25 STA 71+16.22 =

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.

O.

W.

EXIST.

R.O.

W.

EXIST.

R.O.

W.

157

MEREDITH

TOWN OF

OWNER

OWNER

155

TRUST

REALTY

SAVINGS BANK

VILLAGE

MEREDITH

171

CENTER

SHOPPING

CROSSPOINT

MEREDITH

170

MICHELLE T.

MICHAEL J. &

MERRILL,

169

CHERYL F.

HOOK,

173

LLC

CROSS REALTY,

172

BARBARA

JAMES N. &

GOREN,

168

REVOCABLE TRUST

HARRY B. LAMB

REVOCABLE TRUST

NANCY A. LAMB

153

SAVINGS BANK

MEREDITH VILLAGE

156

MEREDITH

TOWN OF

mon

an

wg

m

h

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m

h

s

hh

hy

d

cb

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anwg

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ft

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wmon

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mon

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post

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an

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w

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gl

wso

gl

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w

so

lp

w

g

w

g

wg

lp

post

post

post

post

NULL

NULL

lp

an

cb

ip

ip

ip

grn bnd

15" pvcp

12" rcp

15" pep

12" rcp

422

16

100

•100w

150

pvcp

wood

story

2

wood r

ail

wood

story

2

18

23

11502

nhec

40a

net

422

net

150/421

net

1

100w

12" rc

p

21

11502

nhec

15"

Grill

Deli &

Lakeside

15" pvc

8"spp

3A

24

11502

nhe

19bell

20

11502

nhec

19-1

11502

nhec

19

11502

nhec

20-1

11502

nhec

CONSTRUCTION À

N.H. ROUTE 25

LINE

SLOPE

LINE

SLOPE

LINE

SLOPE

LINE

SLOPE

LINE

SLOPE

LINE

SLOPE

LIMIT OF WORK

STA 91+65.00

CONSTRUCTIONEND

STA 72+20.00

PLEASANT STREET

LAKE WINNIPESAUKEE

PARK

SCENIC

CONSTRUCTION À

PLEASANT STREET

CURBING

PAVEMENT AND

REMOVE EXISTING

507.60

GRATE

APRON, SEE DETAILS

PROPOSED TRUCK

QML

QML

R

R

WI

NNIPES

AU

KEE STREET

N.

H. R

OUTE 25/

R

507.50

20.5'RT

69+83.7

507.78

18.6'RT

70+08.6

508.10

16.7'RT

70+35.2

508.35

16.1'RT

70+56.0 508.28

24.4'RT

70+79.6

507.72

31.9'RT

90+44.7

508.01

16.1'RT

90+71.4

508.15

11.7'RT

90+92.3

507.76

35.8'RT

90+34.6

14

13

A18

A17

EASEMENT

SIDEWALK

I.S.

I

I.S.

I

I.S.

I

I.S.

I

1 STA 245+49.6, LT 39.1 TO STA 245+49.7, LT 19.0 9 STA 257+84.6, LT 42.9 A1 STA 247+16.6, LT 35.9

REMOVE CB @ STA 245+49.7, LT 19.0 (SUBSIDIARY) REMOVE DMH @ STA 257+84.6, LT 42.9 (SUBSIDIARY) ADJUST FRAME AND COVER

REMOVE 20.6 FT X 8 IN CMP (SUBSIDIARY) CONSTRUCT 5.0 FT X 24 IN RCP, 2000D @ OUTLET COVER ELEV. = 508.30

CONSTRUCT 20.4 FT X 12 IN RCP, 2000D CONSTRUCT SLAB TOP DMH @ STA 257+84.6, LT 42.9

CONSTRUCT CB-B (4 FT DEEP SUMP) @ STA 245+49.7, LT 19.0 MATCH EXISTING 15 IN INV. IN A2 STA 246+77.2, RT 31.1

12 IN INV. OUT = 505.55 MATCH EXISTING 24 IN INV. OUT ADJUST FRAME AND COVER

GRATE ELEV. = 510.59 COVER ELEV. = 508.04 GRATE ELEV. = 508.05

DISMANTLE EXISTING HEADWALL (SUBSIDIARY) AT OUTLET AND RECONSTRUCT CONNECT TO EXISTING PIPE AT OUTLET (SUBSIDIARY)

AROUND PROPOSED PIPE A3 STA 247+66.1, RT 62.1

INV. @ OUTLET = 505.10 10 STA 51+72.1, RT 20.5 REPLACE FRAME AND GRATE, TYPE B

REMOVE CB @ STA 51+72.1, RT 20.5 (SUBSIDIARY) GRATE ELEV. = 505.86

2 STA 246+08.2, RT 73.0 TO STA 245+53.7, LT 39.2 CONSTRUCT 5.0 FT X 15 IN PLASTIC PIPE @ OUTLET

CONSTRUCT CLOSE-FIT LINER IN TWIN 126.6 FT X 36 IN RCP CONSTRUCT SLAB TOP CB-B (5 FT DEEP SUMP) @ STA 51+72.1, RT 20.5 A4 STA 249+65.8, RT 61.8

REPAIR MASONRY WALL AT OUTLET AS NEEDED MATCH EXISTING 15 IN INV. OUT REPLACE FRAME AND GRATE, TYPE B

GRATE ELEV. = 508.12 GRATE ELEV. = 505.98

CONNECT TO EXISTING PIPE AT OUTLET (SUBSIDIARY)

A5 STA 250+60.2, LT 34.7

3 STA 246+96.6, LT 46.6 11 STA 258+80.4, LT 45.0 ADJUST FRAME AND COVER

REMOVE CB @ STA 246+96.6, LT 46.6 (SUBSIDIARY) REMOVE CB @ STA 258+80.5, LT 45.3 (SUBSIDIARY) COVER ELEV. = 509.69

CONSTRUCT 5.0 FT X 15 IN RCP, 2000D @ OUTLET CONSTRUCT 5.0 FT X 15 IN RCP, 2000D @ INLET

CONSTRUCT CB-B (5 FT DEEP SUMP) @ STA 246+96.6, LT 46.6 CONSTRUCT 5.0 FT X 18 IN RCP, 2000D @ OUTLET A6 STA 250+60.3, LT 19.0

15 IN INV. OUT = 502.74 CONSTRUCT CB-B @ STA 258+80.4, LT 45.0 REPLACE FRAME AND GRATE, TYPE B

GRATE ELEV. = 507.67 15 IN INV. IN = 502.18 GRATE ELEV. = 508.79

CONNECT TO EXISTING PIPE AT OUTLET (SUBSIDIARY) 18 IN INV. OUT = 502.07

GRATE ELEV. = 507.76 A7 STA 255+10.1, LT 35.1

4 STA 247+49.1, LT 19.7 CONNECT TO EXISTING PIPE AT INLET AND OUTLET (SUBSIDIARY) REPLACE FRAME AND GRATE, TYPE B

REMOVE CB @ STA 247+49.1, LT 20.8 (SUBSIDIARY) GRATE ELEV. = 508.69

CONSTRUCT 5.0 FT X 15 IN PLASTIC PIPE @ INLET 12 STA 258+81.3, RT 29.1

CONSTRUCT 5.0 FT X 15 IN PLASTIC PIPE @ INLET REMOVE CB @ STA 258+81.3, RT 29.1 (SUBSIDIARY) A8 STA 255+89.2, RT 24.0

CONSTRUCT CB-B @ STA 247+49.1, LT 19.7 CONSTRUCT 5.0 FT X 18 IN RCP, 2000D @ INLET REPLACE FRAME AND GRATE, TYPE B

MATCH EXISTING 15 IN INV. IN CONSTRUCT 5.0 FT X 18 IN RCP, 2000D @ OUTLET GRATE ELEV. = 507.52

MATCH EXISTING 15 IN INV. OUT CONSTRUCT 5FT DIA. SLAB TOP CB-B @ STA 258+81.3, RT 29.1

GRATE ELEV. = 507.60 18 IN INV. IN = 501.65 A9 STA 256+79.0, RT 24.0

CONNECT TO EXISTING PIPE AT INLET AND OUTLET (SUBSIDIARY) 18 IN INV. OUT = 501.59 REPLACE FRAME AND GRATE, TYPE B

GRATE ELEV. = 506.02 GRATE ELEV. = 506.73

5 STA 257+83.1, RT 37.5 CONNECT TO EXISTING PIPE AT INLET AND OUTLET (SUBSIDIARY)

REMOVE CB @ STA 257+83.2, RT 37.2 (SUBSIDIARY) A10 STA 51+88.9, RT 7.8

CONSTRUCT 5.0 FT X 24 IN RCP, 2000D @ INLET 13 STA 90+44.3, RT 31.0 ADJUST FRAME AND COVER

CONSTRUCT 5.0 FT X 24 IN RCP, 2000D @ OUTLET INTERCEPT EXISTING PIPE (SUBSIDIARY) COVER ELEV. = 508.68

CONSTRUCT SLAB TOP CB-B @ STA 257+83.1, RT 37.5 CONSTRUCT 5.0 FT X 15 IN PVC @ INLET

MATCH EXISTING 24 IN INV. IN CONSTRUCT 5.0 FT X 15 IN PVC @ OUTLET A11 STA 261+90.8, RT 16.3

MATCH EXISTING 24 IN INV. OUT CONSTRUCT DI-D-B (NO SUMP) @ STA 90+44.3, RT 31.0 REPLACE FRAME AND GRATE, TYPE B

GRATE ELEV. = 505.86 15 IN INV. IN = 503.7± GRATE ELEV. = 508.33

CONNECT TO EXISTING PIPE AT INLET AND OUTLET (SUBSIDIARY) 15 IN INV. OUT = 503.6±


6 STA 63+20.0, RT 40.0 CONNECT TO EXISTING PIPE AT INLET AND OUTLET (SUBSIDIARY) REPLACE FRAME AND GRATE, TYPE B

REMOVE CB @ STA 63+20.0, RT 40.0 (SUBSIDIARY) GRATE ELEV. = 509.91

CONSTRUCT 5.0 FT X 18 IN RCP, 2000D @ INLET (W) 14 STA 90+88.3, LT 21.6

CONSTRUCT 5.0 FT X 15 IN PLASTIC PIPE @ INLET (NE) REMOVE DI @ STA 90+85.5, LT 20.3 (SUBSIDIARY) A13 STA 263+65.3, RT 19.4 NOTES:

CONSTRUCT 5.0 FT X 24 IN RCP, 2000D @ OUTLET CONSTRUCT 5.0 FT X 15 IN PVC @ OUTLET REPLACE FRAME AND GRATE, TYPE B

CONSTRUCT 6FT DIA. SLAB TOP CB-B @ STA STA 63+20.0, RT 40.0 CONSTRUCT SLAB TOP CB-B (5 FT DEEP SUMP) @ STA 90+88.3, LT 21.6 GRATE ELEV. = 509.31 1. THE INVERTS AND PIPE MATERIALS/SIZES FOR THE EXISTING DRAINAGE SYSTEM

MATCH EXISTING 18 IN INV. IN (W) 15 IN INV. OUT = 504.30 ARE BASED ON THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL

MATCH EXISTING 15 IN INV. IN (NE) GRATE ELEV. = 507.30 A14 STA 264+69.4, RT 18.8 VERIFY THE INVERTS AND PIPE MATERIALS/SIZES OF THE EXISTING DRAINAGE SYSTEM

MATCH EXISTING 24 IN INV. OUT CONNECT TO EXISTING PIPE AT OUTLET (SUBSIDIARY) REPLACE FRAME AND GRATE, TYPE B PRIOR TO ORDERING ANY NEW DRAINAGE STRUCTURES. THIS WORK SHALL BE PAID

GRATE ELEV. = 504.54 GRATE ELEV. = 509.78 UNDER ITEM 206.19 - COMMON STRUCTURE EXCAVATION EXPLORATORY.

CONNECT TO EXISTING PIPE AT INLETS AND OUTLET (SUBSIDIARY)

A15 STA 68+33.6, LT 21.8 2. RIM ELEVATIONS BASED ON AVAILABLE SURVEY INFORMATION. CATCH BASIN GRATES

7 STA 62+97.3, RT 24.8 ADJUST FRAME AND GRATE SET IN PAVEMENT SHALL HAVE A RIM ELEVATION AT THE BOTTOM OF THE WEARING

REMOVE CB @ 62+97.6, RT 24.0 (SUBSIDIARY) GRATE ELEV. = 505.86 COURSE.

CONSTRUCT 5.0 FT X 18 IN RCP, 2000D @ INLET

CONSTRUCT 5.0 FT X 18 IN RCP, 2000D @ OUTET A16 STA 68+32.5, RT 19.9

CONSTRUCT SLAB TOP CB-B @ STA 62+97.3, RT 24.8 ADJUST FRAME AND GRATE

18 IN INV. IN = 501.52 GRATE ELEV. = 505.97

MATCH EXISTING 18 IN INV. OUT


CONNECT TO EXISTING PIPE AT INLET AND OUTLET (SUBSIDIARY) ADJUST FRAME AND GRATE

GRATE ELEV. = 507.05

8 STA 257+84.6, LT 42.9 TO STA 257+79.8, LT 51.7

REMOVE DI @ STA 257+79.8, LT 51.7 (SUBSIDIARY) A18 STA 70+79.4, RT 47.9

CONSTRUCT 5.0 FT X 12 IN CMP @ INLET REPLACE FRAME AND GRATE, TYPE B

CONSTRUCT 9.9 FT X 15 IN RCP, 2000D @ OUTLET GRATE ELEV. = 507.29

CONSTRUCT SLAB TOP CB-B @ STA 257+79.8, LT 51.7

12 IN INV. IN = 504.59

MATCH EXISTING 15 IN INV. OUT

GRATE ELEV. = 507.75

CONNECT TO EXISTING PIPE AT INLET (SUBSIDIARY)

NO

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BO

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593310430

SHEET NO.STATE PROJECT NO.

DRAINAGE NOTES

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DEPARTMENT OF TRANSPORTATION ○ BUREAU OF HIGHWAY DESIGN

TOTAL SHEETS

DR_NOTES

FILE NAME

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+50

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243

+67.31

PT

CURVE NO.1

U.S. ROUTE 3

E = 151.90'

L = 1122.15'

T = 610.28'

R = 1150.00'

Dc = 4°58'56.07"

= 55°54'29.22"

E = 1029356.07

N = 420327.09

PI = 238+55.45

CURVE NO. 1

U.S. ROUTE 3

N28°26'36.62W

J115

J116

J117

J119

L124

J139

J140

J141

J173

L126

525.394

514.172

508.846

533.674

510.493

528.237

514.043

510.681

508.522

514.747

17'

24.7'

11'

5.5'

R=2'

R=2'

CONSTRUCTION À

U.S. ROUTE 3

CONSTRUCTIONBEGIN

STA 241+25.00

OAK STREET

US ROUTE 3

R=5'

LAKE WINNIPESAUKEE

R=3'

R=5'1'

1'

1'1'

4'

4'

6'

3'

+12.05

+19.16

RT 23.7'

+83.71

+69.20

+36.13

RT 23.4'

+98.75RT +23.5'

+05.53

RT 31.3'

+98.65RT 31.4'

+05.43

+83.32

RT 40.5'

+09.4RT 39.2'

+15.8

RT 44'

+05.6

RT 43.1'

+21.7

RT 62.7'

+25.7

+51.65

+74.16

+13.98

17.3'

1.62'

6.6'

13.4'

4.8'

15.9'

2.6'

2.7'

17'17'

3'3' 5.5'

17'

77.7'

CONST. PAVED DRIVE

STA 244+93.1, LT

CONST. PAVED DRIVE

STA 245+94.1, LT

RT 75.9'

STA +06.1

58.2'

5.5'

5.5'

CONST. PAVED DRIVE

STA 243+70.7, LT

R=19' R=20'

16.9'

3'

17'

2.5'

3'

17'

R=9.2'R=8.6'

+40.61

+89.27

+60.93

G-1

G-2

G-3

G-4 G-5

G-6

G-7

G-8

G-9G-10

G-11

G-12

G-13

G-14

G-15

G-16 G-17

G-18

G-19

G-20

G-21

G-22

G-23

RT 62.5'

STA +00.2

LT 26.6

+97.17

41.2'

R=3006'

R=3000'

SE

E

PA

VE

ME

NT

LA

YO

UT

AN

D

CU

RBI

NG

PL

AN 02

MA

TC

HLI

NE

ST

A 246

+35.00

23.4'

SE

E

PA

VE

ME

NT

LA

YO

UT

AN

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CU

RBI

NG

PL

AN 01

MA

TC

HLI

NE

ST

A 246

+35.00

247+00

248+00

249+00

250+00

+50

+50

+50

+50

+50

E = 7.67'

L = 606.50'

T = 303.51'

R = 6000.00'

Dc = 0°57'17.75"

= 5°47'30.09"

E = 1028473.80

N = 421968.44

PI = 256+20.46

N28°26'36.62W

S032

J118

J120

J143

L127

L128

509.088

507.511

509.398

508.552

508.687

506.394

29.3'

5.5'

3'

5.5'

5'

17'

R=5'

R=20'

R=1'

R=1'

R=5'

CONSTRUCTION À

U.S. ROUTE 3

LA

KE

ST

RE

ET

US ROUTE 3

LAKE WINNIPESAUKEE

PARKING LOT

R=50'

R=1'

R=27.59'

R=1'

R=1'

R=4'

R=1'

R=1'

R=8"

R=22'R=10'

+08.72

RT 39.2'

+15.8

+51.30

RT 31'

+74.3

RT 51.7'

+78.6'

8'8'

17'17'

+79.20

RT 48.9'

+20.9

RT 48.9'

+28.7

RT 54.9'

+21.2

RT 54.9'

+28.7

RT 75.6'

+21.3

RT 75.6'

+28.8

+54.55

+07.09

+49.10 +69.39

17' 17'

3' 3'

RT 45'

+28.7

RT 34.7'

+59.0

RT 21.6'

+70.2

RT 34.7'

+60.6

RT 21.6'

+48.3

+81.14

+29.82

+86.36+00.69

3'

17'20'17'

17'

3'5.5'

3'

CONST. PAVED DRIVE

STA 247+79.8, LT

CONST. PAVED DRIVE

STA 248+97.8, LT

39.0'

31.8'

RT 21.6'

+01.5

RT 33.7'

+92.6

RT 31.4'

+85.4

RT 21'

+85.4

5'

RT 20.6'

+72.1RT 20.6'

+73.3

RT 22.7'

+72.1

RT 23.3'

+71.9

RT 33.7'

+64.2

RT 35.3'

+65.0

RT 35.3'

+68.3RT 30.3'

+73.3

R=25'

G-24

G-26

G-25

G-27

G-28 G-29

G-30

G-31G-32

G-32A G-33

G-33A

G-34

G-35

G-36

G-37

G-38 G-39

G-40

G-41

G-42

G-43

G-44

G-45

G-45A

G-46

G-47

G-48

G-49

G-50

G-51

G-52 G-53

G-54

G-55

G-56

G-57G-58

G-59

G-60G-61

G-62

G-63

G-64

G-65G-66

G-67

B-1

5'

7'R=5'

R=20'

LT 20'

+44.50

LT 20'

+73.3

LT 20'

+85.3

R=5'12.4'

GRID

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PC

CURVE NO.2

U.S. ROUTE 3

E = 7.67'

L = 606.50'

T = 303.51'

R = 6000.00'

Dc = 0°57'17.75"

= 5°47'30.09"

E = 1028473.80

N = 421968.44

PI = 256+20.46

CURVE NO. 2

U.S. ROUTE 3

N28°26'36.62W

S033

S033

S300

J121

J122

J144

J145

J146

511.311

511.320

511.311

508.882

509.336

509.957

508.933

509.23922.5'

37.5:1 TAPER

R=25'

R=12'

R=26.7'

R=2'

R=50'

R=26.9'

R=20'

CONSTRUCTION À

U.S. ROUTE 3

CONSTRUCTION À

U.S. ROUTE 3

DO

VE

R S

TR

EE

T

US ROUTE 3

LAKE WINNIPESAUKEE

R=1'

PARK

HESKY

R=5'

17'

R=10'

5.5'

28'

+11.51

17' 17'

+84.24

+37.19 +51.41

3' 3'

RT 23.5'

+52.7

RT 36.0'

+71.0

RT 22'

+33.2

RT 33.4'

+24.8

RT 35'

+25.7

RT 71.6'

+66.8

17.8'

3'

3'

EP TAPER

+77.9 BEGIN 37.5:1

5'

3'

5.5'

5'

G-68

G-69

G-70G-71

G-72

G-73

G-74

G-75

G-76

G-77

G-78

G-79 G-80

G-81

G-82

G-83G-84



+23.30

G-84AR=5975'

GRID

SCALE IN FEET

20 0 4020

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PA

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SEE PAVEMENT LAYOUT AND CURBING PLAN 06MATCHLINE STA 64+40.00

SE

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256+00 257+00258+00

259+00

260+00

261+00

+50

+50

+50

+50

259

+23.46

PC

C

51

+00

52

+00

52

+70

63

+00

64

+00

+50

62

+70

CURVE NO.3

U.S. ROUTE 3

E = 4.79'

L = 391.49'

T = 195.90'

R = 4000.00'

Dc = 1°25'56.62"

= 5°36'27.73"

E = 1028281.47

N = 422429.33

PI = 261+19.36

CURVE NO. 3

U.S. ROUTE 3

N58°39'03.27

E

S034

S034

S301

J148

J149

J150

J153

J152

508.550

508.565

508.550

509.473

510.114

508.278

510.153

507.998

37.5:1 TAPER

5.5'

49.7'

46'

5.5'

11'

5.5'

5'

20.7'

16.7'

5.5'5'

5.5'

R=165'

R=90'

R=2.4'

R=3'

R=1'

R=19'

R=25'

R=30'

CONSTRUCTION À

U.S. ROUTE 3

CONSTRUCTION À

U.S. ROUTE 3

MAI

N

ST

RE

ET

US ROUTE 3


LAKE WINNIPESAUKEE

21.3'

CONSTRUCTION À

N.H. ROUTE 25

LIMIT OF WORK

STA 51+00.00

18.8'

CONSTRUCTION À

MAIN STREET

5.5'

SI

DE

WA

LK

5.5'

LT 47.34

+82.57

R=3000'

+97.45

+91.4

5.5'

+05.14

+90.55

+32.31

22'

3'

25.3'

+01.99

RT 15.2'

+02.6

RT 19.6'

+01.4

RT 26.1'

+12.3

RT 15.2'

+17.8 R=1'

RT 16.7'

+18.6

RT 25.2'

+95.3

RT 30.2'

+97.6

RT 33.2'

+95.0

1.9'

16.6'+59.1

+07.63

1.9'+93.20

20.4'

5.5'

1.7' +29.46

1.9'

RT 27.1'

+88.1

+81.79

45.9'

50.3'

3'

CONST. PAVED DRIVE

STA 257+11.4, RT

CONST. PAVED DRIVE

STA 259+95.6, LT

CONST. PAVED DRIVE

STA 260+71.3, LT

CONST. PAVED DRIVE

STA 261+65.7, LT

CONST. PAVED DRIVE

STA 261+36.4, RT

33.4'

52.4'

58.2'

41.9'

20.7'

58.4'

CONST. PAVED DRIVE

STA 64+12.8, LT



US ROUTE 3 STA 258+46.95 =

EP

TA

PE

R

+78.5

EN

D 37.5:1

45.5'

+63.1R=15'

22.9'

+45.84

+44.7

25.2'

19.6'

+16.21

2.5'

5'

LT 23.72

+23.73

R=5.5'

R=12'

+15.41

46.2'

LT 46'

+44.3

LT 46.3

+18.8

LT 45.5

+78.7

G-85 G-86

G-87

G-88

G-89

G-90

G-91

G-92

G-93G-94

G-95

G-96

G-97

G-98

G-99

G-99A

G-100

G-101

G-102

G-103 G-105

G-106 G-106A

G-107

G-108

G-109

G-110

G-111

G-112

G-113

G-104

47.3'

G-96A

3'

+67.0

G-95A

WI

NNI

PE

SA

UK

EE

ST

RE

ET

N.

H.

RO

UT

E 25/

G-75A

G-75B

R=5984'

+23.46

R=3984'

GRID

SCALE IN FEET

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CURBING PLAN 05

PAVEMENT LAYOUT AND

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+50.00

262+00263+00

264+00

265+00

266+00

266+66266+66

+50

+50

+50

+50

+50

+50

263

+14.95

PC

C

265

+80.29

PT

CURVE NO.4

U.S. ROUTE 3

E = 4.90'

L = 265.35'

T = 132.91'

R = 1800.00'

Dc = 3°10'59.16"

= 8°26'46.43"

E = 1028185.09

N = 422743.70

PI = 264+47.86

CURVE NO. 4

U.S. ROUTE 3

N8°35'52.38W

S042

S046

K110

J156

510.210

510.504

511.191

508.947

11'

5.7'

1.8'

13.5'

CONSTRUCTION À

U.S. ROUTE 3

CONSTRUCTIONEND

STA 265+70.00PARKING LOT

CONST. PAVED DRIVE

STA 262+57.8, LT

CONST. PAVED DRIVE

STA 263+36.3, LT

CONST. PAVED DRIVE

STA 264+49.0, LT

CONST. PAVED DRIVE

STA 265+09.2, RT

CONST. PAVED DRIVE

STA 264+31.5, RT

CONST. PAVED DRIVE

STA 263+31.7, RT

58.4'

64.2'

45.7'

45.8'

18.6'

37.3'

22.6'

CONST. PAVED DRIVE

STA 261+65.7, LT

41.9'

CONST. PAVED DRIVE

STA 261+36.4, RT

5.8'

42.8'

39.4'

33.8'

27.2'

7'

12'

15'

4'

+57.5

17.6' 18.8'19.7'

20.2'

20.4' 20.4'19.7' 19.8'


RT 17.6

+13.8

LT 42.8

+73.7

RT 18.8

+72.3

RT 19.7

+08.8

RT 20.2

+54.7

RT 20.4

+20.6

RT 20.4

+42.4

LT 39.4

+49.8

RT 19.7

+65.0

LT 33.8

+40.2

RT 19.8

+84.6

RT 19.6

+33.7

RT 19.0

+70.0

LT 27.2

+27.7

LT 19.0

+70.0

GRI

D

SCALE IN FEET

20 0 4020

SE

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A 64

+40.00

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MA

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A 69

+50.00


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CURBING PLAN 06

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M cFarlandJohnson

65+00

66+00 67+00 68+00 69+00

+5

0

+5

0

+5

0

+5

0

+5

0

+5

0

E = 13.40'

L = 176.08'

T = 90.66'

R = 300.00'

Dc = 19°05'54.94"

= 33°37'42.47"

E = 1029096.19

N = 422610.25

PI = 71+00.62

N58°39'03.27E

S302

K111

J151

J154

J155

J158

J159

L129

507.803

507.519

507.681

506.530

508.322

507.791

507.973

506.948

16.7'

17.1' 17.4'

5.5' 5.5'

5.5' 27.8:1 TAPER

19.1' 19'

5.5'

1.8'32.5:1 TAPER

CONSTRUCTION À

N.H. ROUTE 25

20.3'

16.7'

LAKE WINNIPESAUKEE

PARK

SCENIC

1.6'

SIDEWALK

5.5'

1.5' 0.5'

0.3'1.2'

3.8'

2.7'

5.5'

1.9'

1.8'

+24.32

1.5'

19.6' 19.6' 19.5'

+36.99 +80.65 +29.53

+72.65

19.7'

CONST. PAVED DRIVE

STA 66+59.0, LT

CONST. PAVED DRIVE

STA 67+59.0, LT

CONST. PAVED DRIVE

STA 69+46.4, LT

29.0'

54.3'

24.8'

CO

NS

T.

PA

VE

D

DRI

VE

ST

A 64

+12.8,

LT

R=5.5' R=10'

R=5'

19.6' 19.6'

0.9'

G-113

G-113

G-109

G-114 G-115

G-116

G-117

G-118

G-119

G-115A

+83.10 +81.20 +81.10


N.H. ROUTE 25/

G-116A G-116B

G-152

+21.5+12.9

+26.5+7.9

G-151G-150

RT 21.67

+35.29

GRI

D

SCALE IN FEET

20 0 4020

SE

E

PA

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ME

NT

LA

YO

UT

AN

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RBI

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PL

AN 06

MA

TC

HLI

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ST

A 69

+50.00


SH

EE

T

CH

EC

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D

AS

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LT

DE

TAI

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TE

DA

TE

DA

TE

DA

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NU

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ATI

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ST

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CURBING PLAN 07

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70+00

71+0

0

72+0

0

73+0

0

74+0

0

74+5

0

74+5

0

+5

0

+50

+50

+50

+50

70

+09.97

PC

71+86.04

PT

90+00

91+00

91+90

91+90

90+51.56

PC

90

+94.63

PT

CURVE NO.1

N.H. ROUTE 25

E = 13.40'

L = 176.08'

T = 90.66'

R = 300.00'

Dc = 19°05'54.94"

= 33°37'42.47"

E = 1029096.19

N = 422610.25

PI = 71+00.62

CURVE NO.1

PLEASANT STREET

E = 3.20'

L = 43.07'

T = 22.15'

R = 75.00'

Dc = 76°23'39.74"

= 32°54'01.71"

E = 1029166.07

N = 422605.00

PI = 90+73.71

CURVE NO. 1

N.H. ROUTE 25

CURVE NO. 1

PLEASANT STREET

N25°

01'2

0.79

E

S67°34'24.12E

N79°31'34.18E

S303

S304

J160

J161

J162

507.661

510.231

508.849

509.864

510.211

32.5:1 TAPER

5.5'

20'

22.9'

13.1'

24.1'

5.5'

22.9'

R=35'

R=5'

R=750'

R=437.65'

21.8'

19.6'

5.5'

4.75'

5.5'

CONSTRUCTION À

N.H. ROUTE 25

LIMIT OF WORK

STA 91+65.00

CONSTRUCTIONEND

STA 72+20.00

PLEASANT STREET

LAKE WINNIPESAUKEE

PARK

SCENIC

11.5'

16.7'

CONSTRUCTION À

PLEASANT STREET

1.6'

2.9'

1.7'

3.2'

2.2'

R=371.63'

+36.21

+91.41

+50.

64

+94.47

19.3'

+08.85

+75.18

14.9'

4.5'

CONST. PAVED DRIVE

STA 70+63.8, LT

CONST. PAVED DRIVE

STA 71+72.9, LT

24.8'44.

7'

36.7'

24.8'

CONST. PAVED DRIVE

STA 69+46.4, LT


NH ROUTE 25 STA 71+16.22 =

R=3'

R=73'

R=50'

RT 18.7'

+16.8

RT 18.6'

+11.45

RT 1'

+22.9

RT 1'

+47.5

RT 1'

+53.5

RT 1'

+60.2

RT 15.4'

+45.7

RT 12.4'

+52.1

RT 6.6'

+61.6

RT 16.1'

+71.4

RT 23.4'

+64.1

LT 25.8'

+59.018.8'

R=8'

17.4'RT 20.5'

+24.7

16.7'

+35.2

16.1'

+55.4

37.7'

+26.9

34.6'

+38.2

R=105'

R=5'

R=76'

R=75'

R=75'

R=750'

5'

R=25'

G-120

G-121

G-122

G-123

G-124

G-125

G-126

G-127

G-128

G-129

G-130

G-131

G-132

G-133

G-134

G-135

G-136

G-137

G-13

8

G-139

G-140

G-141

G-142

G-144

G-145

G-146

G-147

3.6'

R=25'

R=73'

G-143

LT 23.6'

+77.3

LT 21.6'

+94.15

RT 27.07'

+52.96

R=5.5'

WI

NNIPES

AU

KEE STREET

N.

H. R

OUTE 25/

+44.38

+28.75

SCALE IN FEET

20 0 4020

GRID


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SIGNING PLAN 01

PAVEMENT MARKING AND

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M cFarlandJohnson

241+00

242+00

243+00

244+00

245+00

246+00

+50

+50

+50

+50

+50

+50

243

+67.31

PT

"stop"

"stop"

personnel"

fire

"parking

parking"

"no

"town docks"

sign

parking"

"no

"center lane only"

signs

dir

"Route 3"

sign

danger

fire

"Oak St"

adopted..."

"this spot

"handicapped"

Fire Dept."

"Meredith only"

F.D. pers.

"Meredith

(2) Meredith"

"beautify

only"

F.D. pers.

"Meredith

spp

8"

sign

ahead

pedestrians

Architects"

Williams

"Christopher P.

Falls"

at Mill

Landing

"Church

only"

F.D. person

Meredith

"parking for

(2)

25"

limit

"speed

sign

parking

live, work & play"

A great place to

"Meredith

rw stone

Properties"

Scott

Robert

"Inquires:

Vehicle"

"Emergency11'

25.4'

11.8'

11'

11'

11'

6'

11'

6'

11'

6'

11'

3' 3'

11'

6'

6'

11'

CONSTRUCTION À

U.S. ROUTE 3

CONSTRUCTIONBEGIN

STA 241+25.00

US ROUTE 3

LAKE WINNIPESAUKEE

R=1000'

R=3000'

+02.0

+74.67

+35.0

+67.3

+16.2

PAVEMENT MARKING LEGEND

T = THERMOPLASTIC

[ ] DBL ( ) = [SIZE IN INCHES] DOUBLE BROKEN LINE (COLOR W=WHITE, Y=YELLOW)

[ ] SBL ( ) = [SIZE IN INCHES] SINGLE BROKEN LINE (COLOR W=WHITE, Y=YELLOW)

[ ] SSB ( ) = [SIZE IN INCHES] SINGLE SOLID W/BROKEN LINE (COLOR W=WHITE, Y=YELLOW)

[ ] DSL ( ) = [SIZE IN INCHES] DOUBLE SOLID LINE (COLOR W=WHITE, Y=YELLOW)

[ ] SSL ( ) = [SIZE IN INCHES] SINGLE SOLID LINE (COLOR W=WHITE, Y=YELLOW)

PAVEMENT MARKING NOTE

WITH A (T) SHALL BE THERMOPLASTIC.

LINES AND OTHER MARKINGS NOTED

LINES, AND RAILROAD SYMBOLS), LANE

MARKINGS (STOP BARS, CROSSWALK

1. ALL SYMBOLS, WORDS, TRANSVERSE

DISTURBED BY CONSTRUCTION.

OVERLAP EXISTING MARKINGS

BEYOND PROJECT PAVING LIMITS TO

3. PAVEMENT MARKINGS SHALL EXTEND

4" SSL (W)

4" SSL (W)

18" SSL (W)(T)

18" SSL (W)(T)

4" DSL (Y)

4" DSL (Y)

4" SSB (Y)

4" SSB (Y)

OA

K STREET

+13.13 +60.0

START SSB(Y)

4" SSL (W)

R10-6

TWO WEEKS PRIOR TO PAVEMENT MARKING.

BUREAU OF TRAFFIC AT 603-271-2291

JULIE MATTHEWS AT THE NHDOT

2. THE CONTRACTOR SHALL CONTACT

RETAIN

R7-2B1

RETAIN

RETAIN

RETAIN

RETAIN

DELINEATOR (RED)(RED)

DELINEATOR(GREEN)

DELINEATOR

R3-9b

R10-6

DELINEATOR (GREEN)

TYPE C

REMOVE

600FT

APPROX.

W2-12P

W11-8

TYPE C

REMOVE

R10-6

TYPE C

REMOVE

TYPE C

REMOVE

W16-9P

W11-2

TYPE C

REMOVE

3) REMOVE FIVE (5) TYPE C SIGNS UNDER ITEM 615.033.

2) W11-2 AND W16-9P SIGNS SHALL BE PAID UNDER ITEM 616.3101.

1) R10-6, W11-8, AND W2-12p SIGNS SHALL BE PAID FOR UNDER ITEM 616.3102

NOTES:

SE

E

PA

VE

ME

NT

MA

RKI

NG

AN

D

SI

GNI

NG

PL

AN 02

MA

TC

HLI

NE

ST

A 246

+35.00

SE

E

PA

VE

ME

NT

MA

RKI

NG

AN

D

SI

GNI

NG

PL

AN 01

MA

TC

HLI

NE

ST

A 246

+35.00

247+00

248+00

249+00

250+00

+50

+50

+50

+50

+50

"stop"

Meredith"

"welcome to

"291 DW Highway"

trailers"

no

"3 hr parking

trailers"

no

"3 hr parking

trailers"

no

"3 hr parking

"Route 3"

"Lake St"

trailers"

no

"3 hr parking

trailers"

no

"3 hr parking

docks"

"town

Washington"

Mt

"cruise

25"

"Jct

parking"

"no

"tow zone"

Properties"

Scott

Robert

"Inquires:info signs

misc road/

"Mobil"

prkg sign

handicap

3'

11'

6'

6'

11'

3'11'

6'

6'

3'11'

11'

6'

3'

11'

6'

6'

11'

3'

11'

6'

11'

6'

11'

3'

3'

3'

CONSTRUCTION À

U.S. ROUTE 3

LA

KE

ST

RE

ET

US ROUTE 3

LAKE WINNIPESAUKEE

PARKING LOT

4" SSL (W)

4" SSL (W)

4" SSL (W)

4" SSL (W)

TYP.9

' TYP.

16.0'

TYP.

53.8°

4" SSL (W)

(TYP.)

4" SSL (W)(TYP.)

4" SSL (W)

(TYP.)

4" SSL (W)

18" SSL (W)(T)

18" SSL (W)(T)

18" SSL (W)(T)

(TYP.)

6" SSL (W)(T)

(TYP.)

6" SSL (W)(T)

(TYP.)

6" SSL (W)(T)

4" SSL (W)

4" SSB (Y)

4" SSB (Y)

+70.0

TYP.

20'

TYP.9'

+54.5

4" SSL (W)(T)

4" DSL (Y)

+04.5

+52.4

4" SSB (Y)

+71.8 +86.9

+62.4

4" DSL (Y)

4" DSL (Y)

+24.4

+68.8

(TYP.)

36" ON CENTER

4" SSL (W)

(TYP)

4" SSL (W)

4" DSL (Y)

+51.30

+11.4

+46.7

NOTE 5

SEE

NOTE 5

SEE

R7-2B3

R1-1

R3-9b

R3-9b

R3-8(13)

W2-12P

W11-8

M1-5(25)

M2-1

W16-7P

W11-2

R7-8P

R7-8

RETAIN

RETAIN

RETAIN

RETAIN

RETAIN

R5-1

R7-8

R7-108a

R7-8

R3-8(13)

RELOCATE

RELOCATE

R3-9b

TYPE C

REMOVE

R10-6

W16-7P

W11-2

TYPE C

REMOVE

R10-6

TYPE C

REMOVE

PROSECUTION OF WORK (ITEM 632.95).

5) PAINT SHADED AREA RED PER COLOR SPECIFIED IN THE

4) REMOVE THREE (3) TYPE C SIGNS UNDER ITEM 615.033.

ARMS POLE FOR BOTH DIRECTIONS (SEE SHEET 47).

3) W11-2 AND W16-7P SIGNS SHALL BE INSTALLED ON MAST

ITEM 615.3101.

2) W11-8 AND W2-12p SIGNS SHALL BE PAID FOR UNDER

UNDER ITEM 616.3101.

1) R10-6, W11-2, AND W16-7P SIGNS SHALL BE PAID FOR

NOTES:

GRID

SCALE IN FEET

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42 59

SIGNING PLAN 02


BE

P

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M

12-

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03-

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17

M cFarlandJohnson

SE

E

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MA

RKI

NG

AN

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GNI

NG

PL

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MA

TC

HLI

NE

ST

A 250

+75.00

251+00

252+00

253+00

+50

+50

254+00255+00

+50

+50

253

+16.95

PC

town docks"

"Meredith

"exit only"

"to Main St"

"Dover St"

ped xing sign

ped x-ing sign

"no parking"

"no parking"

Meredith"

"welcome to

93"3-104

"south to

keep right sign

only sign

right turn

"stop"

trailers"

no

"3 hr parking

trailers"

no

"3 hr parking

sign

firetruck

"Antiques"

Museum"

"Childrens Falls"

"Mill

parking""no

parking"

"no

shops"

business district

"Meredith Village

type 1 obj mrkr

"do not enter"

turn sign

no left

Plymouth"

Squam Lake

3 25

"North West

Conway 38

Ossippee 22

Center Harbor 5

25

East

BEGIN 4" SBL(W)

11'

11'

6'

6'

3'

3'

11'

3'

6'

6'

11'

11'

11'

11'

11'

R=2'

CONSTRUCTION À

U.S. ROUTE 3

CONSTRUCTION À

U.S. ROUTE 3

DO

VE

R S

TR

EE

TUS ROUTE 3

LAKE WINNIPESAUKEE

3'

3'

3'

8:1 TAPER

R=75'

+77.9

4" SSL (W)

4" SSL (W)(TYP.)

4" SSL (W)

PARKING LOT

18" SSL (W)(T)

18" SSL (W)(T)

(TYP.)

6" SSL (W)(T)

(TYP.)

6" SSL (W)(T)

4" SBL (W)

4" SSL (W)

TYP.9

'

TYP.

53.8°

4" SSL (W)

4" SBL (W)

4" DSL (Y)

+18.8

+64.8

+50.0

+25.0

+00.0

+60.0

4" SBL (W)

4" DSL (Y)

4" SSL (W)(T)

(TYP.)

36" ON CENTER

4" SSL (W)

+98.0

TYP.

15.6'

+84.24+51.41



+37.27

+68.60

NOTE 4

SEE

NOTE 4

SEE

RETAIN

RETAIN

RETAIN

STRUCTURE

RETAIN SIGN

RELOCATE

R1-1

RELOCATE

GA-01

R7-2B1

R7-2B1

R3-2

R5-1

R1-1

R3-2

R5-1

R1-1

R7-2B1GA-02

R7-108a GO-02

GO-01

TYPE C

REMOVE

TYPE C

REMOVE

TYPE C

REMOVE

W16-9P

W11-2

TYPE C

REMOVE

TYPE C

REMOVE

TYPE C

REMOVE

TYPE C

REMOVE

TYPE C

REMOVE (2)

R3-7R

TYPE C

REMOVE

TYPE B

REMOVE

R3-2

R7-2B1



3) REMOVE ONE (1) TYPE B SIGNS UNDER ITEM 615.023.

2) REMOVE TEN (10) TYPE C SIGNS UNDER ITEM 615.033.

1) W11-2 AND W16-9P SIGNS SHALL BE PAID UNDER ITEM 616.3101.

NOTES:

GRID

SCALE IN FEET

20 0 4020


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ON

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43 59

SIGNING PLAN 03


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A. 255

+75.00

SE

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+75.00

GRID

SCALE IN FEET

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SIGNING PLAN 04


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A 25

5+75.00

SEE PAVEMENT MARKING AND SIGNING PLAN 06MATCHLINE STA 64+40.00

SE

E

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NT

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AN

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AN 05

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A 261

+50.00

256+00 257+00258+00

259+00

260+00

261+00

+50

+50

+50

+50

259

+23.46

PC

C

51

+00

52

+00

52

+70

63

+00

64

+00

+50

62

+70

& Marketplace"

"Mill Falls Inns

"Aubuchon Hardware"

..."

"Adopt A Highway

"east 25"

"Bootleggers

sign

parking"

"no

"east 25"

parking"

"no"yield"

enter"

"do not

"Route 3"

"Main St"

leggers"

"Boot-

obj mkr

type 1

on any..."

"no parking

Center"

Footwear

overhead sign

next left

Ossippee 22 Laconia 11

Center Harbor 5 3 93

25 east south to

sign

dir only

prkg"

"no

25"

limit

"speed

ends"

lane

"right

merge sign parking"

"no

BEGIN 4" SSL(W)T

END 4" SBL(W) 16.7'

17.1'

4.4'

3'

12.2'

18.9'

16.9'

16'

12'

10'

11'

13'

11'

10'

12'

11'

5'

11.7'

10.6'

10.3'16.7'

R=75'

CONSTRUCTION À

U.S. ROUTE 3

CONSTRUCTION À

U.S. ROUTE 3

MAI

N

ST

RE

ET

US ROUTE 3


LAKE WINNIPESAUKEE

3'

12'11.3'

2.5'

CONSTRUCTION À

N.H. ROUTE 25

LIMIT OF WORK

STA 51+00.00

11.6'12.6'

18.8'

CONSTRUCTION À

MAIN STREET

10'

10'

1.7'

1.9'

16.9'

4" SSL (W)

4" DSL (Y)

18" SSL (W)(T)

(TYP.)

6" SSL (W)(T)

18" SSL (W)(T)

18" SSL (W)(T)

4" SBL (W)

4" SBL (W)

R=120'

4" SSL (W)

4" SSL (W)

11'

11'

4" SSL (W)(T)

+37.5

+00.0

+83.7

+66.4

+04.0

+44.3

4" DSL (Y)

+02.9

4" DSL (Y)

4" SSL (W)(T)

4" SSL (W)(T)

4" DSL (Y)

(W)(T)

6" SSL

(W)(T)

18" SSL

(W)(T)

6" SSL

R=70'

2' LINE W/6' SKIP

4" SBL (W)(T)

+88.6

8" SSL (W)(T)

(W)(T)

8" SSL

4" SSL (W)(T)

10:1 TAPER

27'

1.5'

+91.4

+14.7

4" SSL (W)

4" SSL (W)

R=970'

R=987'

18" SSL (W)(T)



US ROUTE 3 STA 258+46.95 =

WI

NNI

PE

SA

UK

EE

ST

RE

ET

N.

H.

RO

UT

E 25/

3' LINE, 9' GAP

8" SBL(W)(T)

RETAIN

STRUCTURE

RETAIN SIGN

W4-2

R3-8(135)

M6-6L

M1-5(25)

M6-4

M1-4(3)

R7-2B1

R2-1(25)

OM1-3

W12-1

R3-8(134)

GO-03

GO-04

R7-2B1

R7-2B1

R3-8(16)

R7-2B1

M1-5(25)

M3-2

STRUCTURE

EXISTING SPAN WIRE SIGN

ITEM 615.40301- REMOVESTRUCTURE

EXISTING SPAN WIRE SIGN

ITEM 615.40302- REMOVE

SIGN STRUCTURE

EXISTING CANTILEVER

ITEM 615.203- REMOVE

TYPE C

REMOVE

TYPE C

REMOVE

TYPE C

REMOVE

TYPE C

REMOVE

SIGN OUTSIDE OF R.O.W.

RELOCATE EXISTING PRIVATE

TYPE C

REMOVE (2)

RELOCATE

1) REMOVE SIX (6) TYPE C SIGNS UNDER ITEM 615.033.

NOTES:

TY

PE

C

RE

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SCALE IN FEET

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+50.00


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ON

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SIGNING PLAN 05


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M cFarlandJohnson

262+00263+00

264+00

265+00

266+00

266+66266+66

+50

+50

+50

+50

+50

+50

263

+14.95

PC

C

265

+80.29

PT

"no parking"

3 25"

"north west

"junction 3 25"sign

lane ends

Highway"

"Adopt a

parking"

"public

parking"

"public

"Interstate Battery"

Business Distric

t Shops""Meredit

h Village

Car Wash"

"Touch Freeparking"

"no

Auto Parts"

"Napa

Moments"

"Special

cars only..."

Parking Lot

"Plymouth Street"Meredith Auto Care"

11'

5.7'

12.0'

1.8'

18.5'

13.5'

12'

CONSTRUCTION À

U.S. ROUTE 3

CONSTRUCTIONEND

STA 265+70.00

R=1700'

+44.4

+52.1+77.5

4" SSL (W)

4" SSL (W)

LA

NE

TA

PE

R

+16.7

BE

GI

N 33.8:1

LA

NE

TA

PE

R

+44.5

EN

D 33.8:1

4" DSL (Y)

4" DSL (Y)

11.5:1 TAPER

PAVEMENT MARKINGS

MATCH TO EXISTING

+87.6

R=1700'

+16.6

RETAIN RETAIN

RETAIN

RETAIN

GA-03

RETAIN

TYPE C

REMOVE

1) REMOVE ONE (1) TYPE C SIGNS UNDER ITEM 615.033.

NOTES:

GRI

D

SCALE IN FEET

20 0 4020


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ON

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DE

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ON

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ON

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SIGNING PLAN 06


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+40.00

SE

E

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NT

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AN

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AN 07

MA

TC

HLI

NE

ST

A 69

+50.00

65+00

66+00 67+00 68+00 69+00

+5

0

+5

0

+5

0

+5

0

+5

0

+5

0

parking"

"no

24 hr atm"

enter

Savings Bank

"Meredith Village

Laconia 11 Plymouth 15

3 93 sign 3 25

south to dir north west

& Shops"

District

Business

Village

"Meredith

NH Hobo..."

Highway

"Sponsor A

parking"

"no

pedestrians"

"yield to

atm"

24 hr

"exit

"only"

10.3'

16.7'

17.1' 15.7'

9.6'

11.1'

9.5'

9.5'

9.5'

9.5'

10.0' 1.8'32.5:1 TAPER

CONSTRUCTION À

N.H. ROUTE 25

10.3'

16.7'

LAKE WINNIPESAUKEE

PARK

SCENIC

10' 1.5'10'

0.9' 0.5' 0.3'1.2'

10'3.8'

2.7'

LA

NE

TA

PE

R

+83.8

EN

D 12:1

4" SSL (W)

4" SSL (W)

4" DSL (Y)

4" DSL (Y)

4" SBL (W)

+03.6+32.3

1.5'

+24.3

4" SSL (W)(T)

4" SSL (W)(T)

+30.2 +18.2

+03.0

LA

NE

TA

PE

R

+53.4

BE

GI

N 20:1

1.5'

LA

NE

TA

PE

R

+08.7

BE

GI

N 12:1

LA

NE

TA

PE

R

+08.7

EN

D 20:1

1.5'

END 4" DSL(Y)


N.H. ROUTE 25/

STRUCTURE

RETAIN SIGN

RETAIN

RETAIN

RETAIN

RETAIN

R7-2B1

GA-04

R7-2B1

GO-05

GO-06

R3-8(16)

TYPE C

REMOVE

1) REMOVE TWO (2) TYPE C SIGNS UNDER ITEM 615.033.

NOTES:

1)

RE

MO

VE

SI

X (6)

TY

PE

C

SI

GN

S

UN

DE

R I

TE

M 615.033.

NO

TE

S:

TYPE C

REMOVE

GRI

D

SCALE IN FEET

20 0 4020


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LT

DE

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LS

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ON

ST

ATI

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DE

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PTI

ON

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ON

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DGN

10430pvmplans


SD

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47 59

SIGNING PLAN 07


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M cFarlandJohnson

SE

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AN

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AN 06

MA

TC

HLI

NE

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A 69

+50.00

70+00

71+0

0

72+0

0

73+0

0

74+0

0

74+5

0

74+5

0

+5

0

+50

+50

+50

+50

70

+09.97

PC

71+86.04

PT

90+00

91+00

91+90

91+90

90+51.56

PC

90

+94.63

PT

"stop"

parking""no

"Flurries"

"east 25 NH"

parking"

"no

"West 25"

sign

dir

"no parking"

enter"

"do not

"stop"

only"

turn

"right

"exit"

"Route 25"

"Pleasant St"

parking"

"no

sign

ped x-ing

on mrm base

"Barn Z's"

sign

x-ing

ped

Grill"

Deli &

Lakeside

"entrance"

Park""Clough

"Cloughhouse

crossing"

"pedestrain

enter"

"do not

32.5:1 TAPER

10'12.9'

13.1'

3'

11.9'

12.2'

13.6'

10.8'

12.1'

R=750'

21.8'

19.6'

4.75'

CONSTRUCTION À

N.H. ROUTE 25

LIMIT OF WORK

STA 91+65.00

CONSTRUCTIONEND

STA 72+20.00

PLEASANT STREET

LAKE WINNIPESAUKEE

11.5'

16.8'

CONSTRUCTION À

PLEASANT STREET

10'

1.6'

10'

2.9'

1.7'

3.2'

2.2'

5'

16.4'

11.8'

1'

1'

11'

11'

4" SSL (W)

4" SBL (W)

4" DSL (Y)

4" DSL (Y)

4" SSL (W)

4" SSB (Y)

4" SSL (W)

4" SSL (W)

+53.5

4" DSL (Y)

+51.0

+82.2

4" DSL (Y)

4" SSL (Y)

1'

+22.9

+29.2

+24.7

1'

4" SSL (Y)

6" SSL (W)(T)

(W)(T)

4" SSL

(W)(T)

4" SSL

4" SSL (Y)

(W)(T)

18" SSL

6" SSL (W)(T)

4" DSL (Y)

+80.5

+16.5

+80.9

+95.8

+45.0

+35.2

+91.

8

+96.3

+75.24" SSL (W)

9.6'

R=921'R=817'

R=350'

R=284'

R=360'

R=97'R=768'

R=911'

4" DSL (Y)


NH ROUTE 25 STA 71+16.22 =

WI

NNIPES

AU

KEE STREET

N.

H. R

OUTE 25/

4" SSL (W)

(W)

4" SSL

4" SSL (W)

NOTE 2

SEE

NOTE 2

SEE

RETAINRELOCATE R3-8(16)

W16-7P

W11-2

W16-7P

W11-2

OM1-3

R4-7

OM1-3

R4-7

RELOCATE

POST

SIGN ON NEW

"DOG FOULING"

RELOCATE

TYPE C

REMOVE

TYPE C

REMOVE

TYPE C

REMOVE

TYPE C

REMOVE

R5-1

R7-2B2

W16-7p

W11-2

W16-7p

W11-2

R5-1

R1-1R5-1

R1-1

R7-2B1



1) REMOVE FOUR (4) TYPE C SIGNS UNDER ITEM 615.033.

NOTES:

SCALE IN FEET

20 0 4020

FYUS RT 3

US RT 3

APPROACH FACE

NB A

1 2 3 4 5

DK

ÂDIRECTION

INTERVAL

MINIMUM

VEH EXT

MAX. I

MAX. II

YELLOW

FLASHING

SOLID YELLOW

SB B

Â

Y R/R AFR/AFR

FYDK Y R/R AFR/AFR

DWDW DW W

4

4

7

SEQUENCE AND TIMING CHART

R

Y

R

A, B

PROPOSED SIGNAL HEADS

ALL 12" L.E.D. LENS

34

MAST ARM FOUNDATION SCHEDULE

FOUNDATION

LOC. TYPESTATION OFFSET NOTES

MA

00P1, P2

36 MA

PEDESTRIAN HYBRID BEACON

SIGNAL PHASING NOTES

249+71.8

249+87.5

27.1' LT

24.0' RT

A

GRID

CROSSING

PEDESTRIANE-W P1 P2 PED FDW/DW

INTERVAL

PEDESTRIAN12/3

NOTES:

AND COUNTDOWN TIMER

W/LED INDICATIONS

16" x 18" HOUSING

SYMBOL FOR 3 SECONDS.

"DON'T WALK" SYMBOL FOR 12 SECONDS AND THEN A SOLID DO NOT WALK

SECTIONS) FOR 15 SECONDS. PEDESTRIAN SIGNAL HEADS SHALL FLASH

4. VEHICLE SIGNAL HEADS SHALL THEN FLASH ALTERNATING RED (BOTH RED

SHALL BEGIN.

HEADS SHALL DISPLAY A SOLID WALK SYMBOL AND THE COUNTDOWN DISPLAY

DISPLAY A SOLID RED FOR 7 SECONDS (BOTH RED SECTIONS). PEDESTRIAN

3. FOLLOWING THE SOLID YELLOW BALL THE VEHICLE SIGNAL HEADS SHALL

FOR 4 SECONDS.

SHALL FLASH YELLOW FOR 4 SECONDS AND THEN DISPLAY A SOLID YELLOW

2. UPON PEDESTRIAN PUSH BUTTON ACTIVATION, VEHICLE SIGNAL HEADS

"DON'T WALK" SYMBOL UNTIL PEDESTRIAN PUSH BUTTON ACTIVATION.

PUSH BUTTON ACTIVATION. PEDESTRIAN SIGNAL HEADS SHALL DISPLAY A

1. VEHICLE SIGNAL HEADS SHALL DWELL IN DARK MODE UNTIL PEDESTRIAN

PUSH BUTTON IS NOT MORE THAN 10 INCHES.

FROM ANY OBSTRUCTION (I.E. FACE OF CURB OR GUARDRAIL ETC.) TO THE

9. PEDESTRIAN PUSH BUTTON SHALL BE INSTALLED SO THAT THE CLEARANCE

FIRE DEPARTMENT.

FIELD BY THE CONTRACTOR, CONTRACT ADMINISTRATOR, AND THE MEREDITH

8. LOCATION OF EMERGENCY PREEMPTION RECEIVERS TO BE DETERMINED IN THE

OTHERWISE NOTED.

7. ALL MAST ARMS SHALL BE SET 90 DEGREES TO THE TRAVEL WAY UNLESS

USING ASTRO BRACS.

SHALL BE INSTALLED ON PROPOSED MAST ARMS PER MANUFACTURER'S STANDARDS

6. WIRELESS RADIO INTERCONNECT ASSEMBLY (PAID FOR UNDER ITEM 616.35)

ASTRO BRACS.

5. ALL MAST ARM MOUNTED VEHICLE SIGNAL HEADS SHALL BE MOUNTED WITH

4. ALL SIGNAL EQUIPMENT SHALL BE INSTALLED PER MUTCD, CURRENT EDITION.

STANDARDS AND THE NH STANDARD SPECIFICATIONS 2016.

ALL SIGNAL EQUIPMENT SHALL BE INSTALLED PER MUTCD, LATEST EDITION

STANDARDS UNLESS OTHERWISE NOTED IN THE MAST ARM FOUNDATION SCHEDULE.

3. FOUNDATIONS FOR ALL SIGNAL POLES ARE TO BE INSTALLED PER NHDOT

2. NH ELECTRIC COOP TO BE CONTACTED REGARDING POWER SUPPLY.

COORDINATION WITH UTILITY COMPANIES IS REQUIRED.

1. DIGSAFE TO BE CONTACTED BEFORE COMMENCING ANY CONSTRUCTION.

GENERAL NOTES


SH

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DA

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DA

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ATI

ON

ST

ATI

ON

DE

SC

RI

PTI

ON

RE

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SI

ON

S

AF

TE

R

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10430

DGN

10430sg01.dgn


SD

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48 59

SIGNAL PLAN 01

US ROUTE 3

BE

P

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M

12-

20

16

03-

20

17

M cFarlandJohnson

REFLECTIVE STRIP

BACKPLATES WITH 2" FLUORESCENT YELLOW

ALL SIGNALS SHALL HAVE BLACK 5" SQUARE LOUVERED

PROPOSED SIGNS

PEDESTRIAN HEADS SHALL BE "DARK"

3. CONFLICT MODE : US ROUTE 3 SIGNALS SHALL FLASH YELLOW AND

FY = FLASHING YELLOW

Y = STEADY YELLOW

AFR = ALTERNATING FLASHING RED

FR = FLASHING RED

R = STEADY RED

2. DK = SIGNAL HEADS ARE DARK

PEDESTRIAN SIGNALS SHALL DISPLAY SOLID HAND

OTHERWISE VEHICLE SIGNALS SHALL REMAIN DARK AND

1. PEDESTRIAN PHASE UPON PUSH BUTTON ACTIVATION ONLY.

R10-6W11-2 W16-7pL W16-7pR W16-9PR10-23

(B-295-03)

ITEM 616.301 - PEDESTRIAN HYBRID BEACON

LENGTH TO 10'

FOUNDATION TYPE NH-20L WITH INCREASED

SIGNAL POLE w/ 20' MAST ARM W/ LUMINAIRE

LENGTH TO 10'

FOUNDATION TYPE NH-20L WITH INCREASED

SIGNAL POLE w/ 20' MAST ARM W/ TWO LUMINAIRES

248+00

249+00

250+00

251+00

+50

+50

+50

+50

+50

EXI

ST.

R.

O.

W.

EXIST. R.O.W.

EXIST. R.O.W.EXIST. R.O.W.

EXIST. R.O.W.mh

mh

NU

LL

NU

LL

NU

LL

NU

LL

w

w

wg

an

w

w

w

w

mh

ph

LINE

SLOPE

LA

KE

ST

RE

ET

US ROUTE 3

LAKE WINNIPESAUKEE

LAKE WINNIPESAUKEE

PARKING LOT

34

3231

30

33

29

35

36

A

B

B

A

AA

#4

P1

P2

ANTENNA

RADIO

ANTENNA

RADIO

20' MA

20' MA

SOURCE

POWER

37

38

2827

REMOVE

W16-7P

W11-2

R10-6

R10-6

W16-7P

W11-2

CC

PB

PB

MP

PB

PB PB

PB

FYUS RT 3

US RT 3

EM

SCALE IN FEET

20 0 4020

GENERAL NOTES


APPROACH FACE

NB A

1 2 3 4 5

DK

ÂDIRECTION

FIRE STATION

INTERVAL

MINIMUM

VEH EXT

MAX. I

MAX. II

YELLOW

FLASHING

SOLID YELLOW

INTERVAL

FIRE STATION

GRID

SB

EB

B

C

EM

EM

Â

Y R/R AFR/AFR

FYDK Y R/R AFR/AFR

FRDK FR FY Y

4

4

2 25*

C

R

Y

R R

Y

A, B

22


FOUNDATION


MA 244+44.5

ALL 12" L.E.D. LENS

SEQUENCE AND TIMING CHART

FIRE PRE-EMPTION NOTES

TYPE NH-40

SIGNAL POLE w/ 40' MAST ARM FOUNDATION26.8' LT

A

NOTES:

*

CALLS NB ROUTE 3

CALLS FIRE STATION

FIRE PREEMPTION

PREEMPT 2

PREEMPT 1

FIRE STATION SIGNALS SHALL FLASH RED

3. CONFLICT MODE : US ROUTE 3 SIGNALS SHALL FLASH YELLOW AND

FY = FLASHING YELLOW

Y = STEADY YELLOW

AFR = ALTERNATING FLASHING RED

FR = FLASHING RED

R = STEADY RED

2. DK = SIGNAL HEADS ARE DARK

OF THE PRE-EMPTION ACTIVATION TO A MAXIMUM OF 90 SEC.

PRE-EMPTION ACTIVATION WITH AN EXTENSION FOR THE DURATION

1. THERE SHALL BE A MINIMUM OF 25 SEC. INITIAL TIMING UPON

RECEIVER #5 FOR US ROUTE 3 NB AT ROUTE 3/25 INTERSECTION.

4. ACTIVATION OF RECEIVER #1 SHALL SIMULTANEOUSLY ACTIVATE OPTICOM

PEDESTRIAN HYBRID BEACON OR THE SIGNAL AT ROUTE 3/25 INTERSECTION.

BEACON ONLY AND NOT ACTIVATE THE PRE-EMPTION AT THE

VEHICLE SHALL TRIGGER THE OPERATION OF THE EMERGENCY HYBRID

A CALL, A WIRELESS REMOTE TRANSMITTER LOCATED IN THE

3. TO AID FIRE APPARATUS ENTERING BUILDING BEFORE OR AFTER

MEREDITH FIRE DEPARTMENT.

BY THE CONTRACTOR, CONTRACT ADMINISTRATOR, AND THE TOWN OF

2. LOCATION OF OPTICOM RECEIVERS TO BE DETERMINED IN THE FIELD

08 (FIRE STATION)

1. OPTICOM RECEIVER #2 OR PUSH BUTTON IN FIRE STATION TO CALL

5. ALL MAST ARM ANGLES ARE 90° UNLESS OTHERWISE NOTED.

NH STANDARD SPECIFICATIONS 2016.

INSTALLED PER MUTCD, LATEST EDITION STANDARDS AND THE

ARM FOUNDATION SCHEDULE. ALL SIGNAL EQUIPMENT SHALL BE

PER NHDOT STANDARDS UNLESS OTHERWISE NOTED IN THE MAST

4. FOUNDATIONS FOR ALL SIGNAL POLES ARE TO BE INSTALLED

3. SEE GENERAL PLAN FOR PROPOSED UTILITY WORK.


COMPANIES IS REQUIRED.

ANY CONSTRUCTION. COORDINATION WITH UTILITY

1. DIGSAFE TO BE CONTACTED BEFORE COMMENCING


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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

10430

DGN

10430sg01.dgn


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US ROUTE 3

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R10-6 W11-8R10-14A W2-12P

REFLECTIVE STRIP


ALL SIGNALS SHALL HAVE BLACK 5" SQUARE LOUVERED

(B-295-04)

ITEM 616.311 - EMERGENCY HYBRID BEACON

PROPOSED SIGNS

243+00

244+00

245+00

246+00

+50

+50

+50

EXIST. R.O.W.

EXIST. R.O.W.

102

104

103105

fp

an

an

posts

fpfc

fc

yd

an

lp

lp

posts

mb

lp

lp

lp

an

postpost

post

post

post

OAK STREET

US ROUTE 3

STATION

FIRE

MEREDITH

R=1000'+74.67

+25.11 +67.31

A

19

2122 23

24

25 26

AA

A

B

B

C

C

#1

#2

40' MA

20

LANE.

FROM CAMERA (STA 241+45) IN NORTHBOUND

SHALL BE LOCATED APPROXIMATELY 250 FT

QUEUE DETECTION ZONE (6'x100') FOR CAMERA 1

NOTE:

CAMERA 1

ANTENNA

RADIO

R10-6

R10-6

WITH FIRE CHIEF).

ELECTRICAL PANEL. COORDINATE

THROUGH BUILDING TO EXISTING

POWER SOURCE (TO BE CONNECTED

CC

MP

PB PB

PB

jb

65

+00

EXI

ST.

R.

O.

W.

147

HO

LDI

NG

S, I

NC

HO

SPI

TA

LI

TY

HA

MP

SHI

RE

SA

VI

NG

S

BA

NK

ME

RE

DI

TH

VI

LL

AG

E

ME

RE

DI

TH

LL

CVI

LL

AG

E

OF

gl

st

an

wmon

wso

gl

lp

wso

gl

gl

16

ZONE

QUEUE DETECTION

PB

67

+00

N58°39'03.27

E

152?

OF

NH]

[S

TA

TE

151

(D

OT)

OF

NH

ST

AT

E

jb

hh

LA

KE

WI

NNI

PE

SA

UK

EE

17

CAMERA 6

18

WESTBOUND LANES.

250 FT FROM CAMERA (STA 69+60) IN

CAMERA 6 SHALL BE LOCATED APPROXIMATELY

QUEUE DETECTION ZONES (6'x100') FOR

NOTE:

PB

SCALE IN FEET

20 0 4020

GENERAL NOTES

PREEMPT 1

FIRE PREEMPTION

CALLS Â1 & Â6

PREEMPT 3

PREEMPT 2

PREEMPT 3 CALLS Â4

CALLS Â8

CALLS Â2 & Â5

9


FOUNDATION


MA 258+03.2 56.2' RT

5 MA 258+05.9 66.6' LT

10 MA 258+67.8 61.4' LT

15 MA 259+21.2 22.9' RT

INCREASED LENGTH TO 12'

FOUNDATION TYPE 1D OR TYPE 2 WITH

SIGNAL POLE W/ 50' MAST ARM NH-50

INCREASED LENGTH TO 11'

FOUNDATION TYPE 1D OR TYPE 2 WITH


FOUNDATION TYPE 1A OR TYPE 2


R

Y

G

R

Y

G

ALL 12" L.E.D. LENS


00

TYPE 2 WITH INCREASED LENGTH TO 10'

LUMINAIRE FOUNDATION TYPE 1C OR


GRID

GRID

GRID

P1 - P8

SIGNAL SYSTEM NOTES

(S-295-01)

ITEM 616.191 - ALTERATION TO TRAFFIC SIGNALS

REFLECTIVE STRIP


ALL SIGNALS SHALL HAVE BLACK 5" LOUVERED

R

Y

G

GA, B, C

D1, E1

A1, B1, C1,

D

TIMER

PEDESTRIAN SIGNALS WITH COUNTDOWN

16" x 18" LED SYMBOLIC BI-MODAL

SIGN NOTES

ON THE MAST ARM MOUNTED SIGN DESIGNS.

1. SEE PROJECT SIGN TEXT LAYOUT SHEETS FOR INFORMATION

A = D3-1A

B = D3-1B

C = D3-1C

D = R3-5R

E = R3-6R

F = R3-5L

G = R3-6a


SH

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DE

TAI

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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

10430

DGN

10430sg03.dgn


SD

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SIGNAL PLAN


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TO ITEM 616.191.

8. EXISTING PULL BOXES SHALL REMOVED AND DISCARDED SUBSIDIARY

APPROVAL.

PROVIDED TO THE CONTRACT ADMINISTRATOR FOR REVIEW AND

PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NH AND

ANY PROPOSED DESIGN WILL NEED TO BE STAMPED BY A

SUBSIDIARY TO ITEM 616.191.

BACKFILLED WITH FLOWABLE FILL OR SIMILAR MATERIAL.

INSTALL A CIRCULAR SHAFT. THE SHAFT COULD THEN BE

THE CENTER OF THE EXISTING SPREAD FOOTING IN ORDER TO

VERTICAL STEM OF THE SPREAD FOOTING AND DRILL DOWN THROUGH

UNDERGROUND UTITILIES. ONE OPTION MAY BE TO REMOVE THE

EXISTING FOUNDATION DUE TO THE PROXIMITY OF NUMEROUS

NEED TO INVESTIGATE ALTERNATIVES TO AVOID REMOVING THE

IF THE FOUNDATION IS A SPREAD FOOTING, THE CONTRACTOR WILL

ITEM 616.191.

WITH INSTALLATION OF THE NEW FOUNDATION. SUBSIDIARY TO

OR A SPREAD FOOTING BECAUSE OF THE POTENTIAL CONFLICT

DETERMINE IF THE EXISTING FOUNDATION IS A CIRCULAR SHAFT

PRIOR TO DESIGNING THE SIGNAL MAST ARM FOUNDATION TO

EXISTING MAST ARM FOUNDATION AT STA 258+05.9, 66.6' LT

7. THE CONTRACTOR SHALL DETERMINE, IN THE FIELD, THE TYPE OF

THE TOWN OF MEREDITH FIRE DEPARTMENT.

FIELD BY THE CONTRACTOR, CONTRACT ADMINISTRATOR, AND

6. LOCATION OF OPTICOM RECEIVERS TO BE DETERMINED IN THE

5. ALL MAST ARM ANGLES ARE 90° UNLESS OTHERWISE NOTED.

NH STANDARD SPECIFICATIONS 2016.

INSTALLED PER MUTCD, LATEST EDITION STANDARDS AND THE

ARM FOUNDATION SCHEDULE. ALL SIGNAL EQUIPMENT SHALL BE

PER NHDOT STANDARDS UNLESS OTHERWISE NOTED IN THE MAST

4. FOUNDATIONS FOR ALL SIGNAL POLES ARE TO BE INSTALLED

3. SEE GENERAL PLAN FOR PROPOSED UTILITY WORK.


COMPANIES IS REQUIRED.

ANY CONSTRUCTION. COORDINATION WITH UTILITY

1. DIGSAFE TO BE CONTACTED BEFORE COMMENCING

BEACON AT TOWN DOCKS (STA. 249+80)

OPERATION OF PEDESTRIAN HYBRID

THE SIGNAL SHALL NOT ALLOW

DURING PRE-EMPTION ACTIVATION

UPON PUSH BUTTON ACTIVATION AT THE U.S. ROUTE 3/N.H. ROUTE 25 SIGNAL.

SIGNAL OR DURING PHASE 9 OF THE U.S. ROUTE 3/N.H. ROUTE 25 SIGNAL ONLY

ALLOWED TO OPERATE DURING PHASE 3 OF THE U.S. ROUTE 3/N.H. ROUTE 25

4. THE PEDESTRIAN HYBRID BEACON AT THE TOWN DOCK (STA 258+80) SHALL BE

RETURN TO ITS NORMAL MAXIMUM.

IN A ROW WHILE IN DYNAMIC MAXIMUM MODE, THEN THE SIGNAL PHASE SHALL

MAXIMUM IS REACHED. IF AT ANY TIME THE SIGNAL PHASE GAPS OUT TWICE

DYNAMIC STEP INCREMENT SHOWN. THIS SHALL CONTINUE UNTIL THE DYNAMIC

THREE TIMES IN A ROW AGAIN THAT PHASE SHALL BE INCREASED BY THE

INCREMENT SHOWN. AFTER THIS INCREASE, IF THE SIGNAL PHASE MAXES OUT

GREEN TIME FOR THAT PHASE SHALL BE INCREASED BY THE DYNAMIC STEP

IF A SIGNAL PHASE MAXES OUT THREE TIMES IN ROW, THEN THE MAXIMUM

3. CONTROLLER SHALL BE SET UP TO UTILIZE THE DYNAMIC MAXIMUM FEATURE.

SPECTRUM RADIO (PAID FOR UNDER ITEM 616.35).

2. COORDINATION SHALL BE VIA WIRELESS TECHNOLOGY USING SPREAD

AND COORDINATION OF SIGNALS (PAID FOR UNDER ITEM 616.141).

EMERGENCY HYBRID BEACON AT FIRE STATION TO ALLOW COMMUNICATION

SIGNAL, PEDESTRIAN HYBRID AT TOWN DOCKS (STA 258+80), AND

1. INSTALL SOFTWARE AND HARDWARE AT U.S. ROUTE 3/N.H. ROUTE 25

258+00259+00

+50

259

+23.46

PC

C

52

+00

52

+70

63

+00

+50

62

+70

N58°39'03.27

E

EXIST. R.O.W.

EXI

ST.

R.

O.

W.

EXIST. R.O.W.

EXIST. R.O.W.

pb

pb

wso

an

an

mh

w

hh

pb

hh

pb

ft

ft

wg

wg

m hd

cc

hyd

wg

m h

s

m hs

pb

wg w

pb

pb

wsow

so

ft ft

ft

m hu

h

bnd

bnd

MAI

N

ST

RE

ET

US ROUTE 3

B1

45

1011

12

6

7

13

14

15

9

8

B1

B

CC1 C1

A1

A1

A

D1 D1 D

P8

P7

P2

P1

P6

P5

CAMERA 1

#3

#1

#4

#2

CAMERA 3

CAMERA 4

CAMERA 2

CAMERA 5

Â5

Â2

Â2

Â4

Â4

Â1

Â6

Â3

Â3

50' MA

50' MA

35' MA

25' MA

NH ROUTE 25

US ROUTE 3/

P9

ANTENNA

RADIO

1

2

3

D

E

A

E1E1

F G

B

A

P4

P3

P10

D

C


N.H. ROUTE 25/

FOR EXISTING SIGNAL

INTO EXISTING POWER SOURCE

TIE NEW METER PEDESTAL

EASEMENT

CONSTRUCTION

TEMPORARY

CC

PB

PB

PB

PB

MP

PB

5 1055 10 5

3 333 3 3

* *** * *

25 303020 30 45

4 444 4 4

2 222 2 2

OFF SOFTOFFOFF SOFT OFF

FR FYFRFR FY FR

INITIAL

PASSAGE

Â1 Â2 Â3 Â4 Â5 Â6 Â7 Â8 Â9PHASE

FREE

YELLOW

RED

RECALL

DON'T WALK

WALK /

FLASH MODE

--

--

31

31

--

2

LOCK

7/22

--

USED

NOT

CONTROLLER PROGRAMING

USED

NOT

40 406030 35 90

10 2105 5 20

--DYNAMIC MAX

MAX STEP --

7/8 7/8-- 7/8 -- --

MAX I

* SEE COORDINATION PROGRAMS BELOW

PREFERENTIAL PHASING

74 (150) [150]

100 (175) [158]

457 (620) [724]

110 (183) [192]

485 (55

7) [532]

MAI

N

ST

RE

ET

US ROUTE 3US ROUTE 3

NH

RO

UT

E 25

16 (31) [40]

126 (16

2) [172]

15 (57) [41]

25 (58) [68]

113 (157) [162]

15 (44) [47]

97 (179) [134]

[XXX] - SAT.

(XXX) - P.M.

XXX - A.M.

91 (183) [183]

122 (214) [193]

558 (757) [884]

135 (224) [235]

592 (680) [649]

MAI

N

ST

RE

ET


NH

RO

UT

E 25

20 (38) [49]

154 (198) [210]

19 (70) [50]

31 (71) [83]

138 (192) [198]

19 (54) [58]

119 (219) [164

[XXX] - SAT.

(XXX) - P.M.

XXX - A.M.

MAI

N

ST

RE

ET


NH

RO

UT

E 25

MAI

N

ST

RE

ET


NH

RO

UT

E 25

11 (25)

237 (65)

35 (71)

140 (71)

202 (18

5)

647 (742)

50 (71)

194 (217)

158 (106)

37 (51)

125 (136)

828 (460)

(XXX) - SUNDAY

XXX - FRIDAY

(XXX) - SUNDAY

XXX - FRIDAY

31 (14)

290 (80)

43 (87)

171 (87)

24

7 (226)

79

0 (90

6)

61 (87)

237 (265)

193 (130)

46 (63)

153 (166)

1011 (562)

Â1 & Â5 Â9

PHB AT TOWN DOCKS

AT U.S. ROUTE 3/N.H. ROUTE 25 SIGNAL

IF THERE IS A PEDESTRIAN ACTIVATION

PHB AT TOWN DOCKS

Â2 & Â6

Â1 & Â6

Â2 & Â5

Â3

OL

Â4

OL

OL

(MAY 1ST-OCT 31ST)

2016 PEAK SEASON

(MAY 1ST-OCT 31ST)

2036 PEAK SEASON

(NOV 1ST-APR 30TH)

2036 OFF PEAK SEASON

(NOV 1ST-APR 30TH)

2016 OFF PEAK SEASON

UPON PUSH BUTTON ACTIVATIION ONLY

* CONCURRENT PEDESTRIAN MOVEMENT

*

OL = OVERLAP

*

*

PHASE

PEDESTRIAN

EXCLUSIVE


SH

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EC

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DE

TAI

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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

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AF

TE

R

PR

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10430

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10430sid.dgn


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SIGNAL DETAILS


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PLAN 6

PLAN 5

PLAN 4

PLAN 3

PLAN 1

TIME OF YEAR

PLAN 2

MAY 1ST - OCT 31ST

DAY OF WEEK TIME OF DAY

11:00-14:00

14:00-19:00

11:00-14:00

MON-FRI 07:00-09:00/16:00-18:00NOV 1ST - APR 3OTH

NOV 1ST - APR 3OTH SAT-SUN

MAY 1ST - OCT 31ST MON-THU 07:00-09:00/16:00-18:00

FRI

MAY 1ST - OCT 31ST SAT

MAY 1ST - OCT 31ST SUN 15:00-19:00

PLAN 7 ALL OTHER TIMESSUN-SATALL YEAR ROUND

CYCLE LENGTH

130 SEC

140 SEC

130 SEC

150 SEC

130 SEC

150 SEC

FREE

SPLIT TIME Â1

SPLIT TIME Â2

SPLIT TIME Â3

SPLIT TIME Â4

SPLIT TIME Â5

SPLIT TIME Â6

SPLIT TIME Â7

SPLIT TIME Â8

0

0

4

25

25

30

50

25

25

-

-

0

0

4

0

4

25

25

25

25

45

-

-

35

20

25

30

30

50

-

-

35

140

PLAN 3PLAN 2PLAN 1

0 0

0

4

20

55

25

50

20

55

-

-

0

0

4

0

4

25

25

30

30

45

-

-

30

20

25

30

30

65

-

-

30

150

PLAN 6PLAN 5PLAN 4

150

0

0

4

20

25

30

30

45

-

-

30

FREE

PLAN 7

0

130130 130

COORDINATION CYCLE DATA

COORDINATION PROGRAMCYCLE LENGTH

OFFSET

YIELD POINT

RELEASE HOLD

5 1055 10 5

3 333 3 3

20 152020 20 40

20 153020 20 50

20 152015 20 30

4 444 4 4

2 222 2 2

OFF SOFTOFFOFF SOFT OFF

FR FYFRFR FY FR

INITIAL

PASSAGE

Â1 Â2 Â3 Â4 Â5 Â6 Â7 Â8 Â9PHASE

FREE

YELLOW

RED

RECALL

DON'T WALK

WALK /

FLASH MODE

--

--

31

31

31

--

2

LOCK

7/22

--

USED

NOT

CONTROLLER PROGRAMING

USED

NOT

-- -- --

MAX I

MAX II

-- -- --

FREE = ALL OTHER TIMES

MAX II = AM PEAK (6-8AM) AND PM PEAK (3-6PM)

MAX I = SAT/SUN PEAK HOUR (11-5PM)

SCALE IN FEET

20 0 4020

GENERAL NOTES

R

Y

G

R

Y

G

ALL 12" L.E.D. LENS

GRID

PROPOSED TEMPORARY SIGNAL HEADS

B1 B

5" LOUVERED BACKPLATES

ALL SIGNALS SHALL HAVE BLACK

ITEM 616.161 - TRAFFIC SIGNALS (TEMPORARY)

R

Y

G

R

Y

G

EXISTING SIGNAL HEADS

A1, C1 A,C,D

WALK

WALK

DONT

P1-P2

RELOCATED SIGNAL HEADS

PREFERENTIAL PHASING

Â1 & Â5 Â9Â2 & Â6

Â1 & Â6

Â2 & Â5

Â3 Â4

PHASE

PEDESTRIAN

EXCLUSIVE

SIGNAL WIRES CONNECTED FROM MAST ARM TO MAST ARM.

THE PROPOSED TEMPORARY CONTROL CABINET USING OVERHEAD

CONTRACTOR SHALL CONNECT THE EXISTING SIGNAL EQUIPMENT TO

SINCE THE EXISTING SIGNAL CONDUIT IS COMPROMISED, THE

SIGNAL SYSTEM DURING CONSTRUCTION OF THE NEW TRAFFIC SIGNAL.

AND 258+17 RT SHALL BE USED AS PART OF THE TEMPORARY TRAFFIC

5. THE EXISTING MAST ARMS AT STATIONS 258+75 LT, 258+90 RT,

SHOWN FOR ALL FOUR INTERSECTION APPROACHES.

ON EXISTING MAST ARM TO PROVIDE THE VIDEO DETECTION ZONES

4. INSTALL TEMPRARY 360 DEGREE VIDEO CAMERA WITH EXTENSION

POLE AND CONNECT TO TEMPORARY SIGNAL.

AT STA 258+05.9, 66.6' LT AND INSTALL ON WOOD SPAN WIRE

BUTTON SIGN AND SADDLE FROM THE EXISTING MAST ARM POLE

3. RELOCATE EXISTING PEDESTRIAN SIGNAL HEADS AND PUSH

POWER SUPPLY CONNECTION.

NH ELECTRIC COOP TO BE CONTACTED REGARDING THE TEMPORARY

PROPOSED SPAN WIRE TO THE TEMPORARY CONTROL CABINET.

TO THE EXISTING UTILITY POLE AND BROUGHT ACROSS THE

2. THE POWER FOR THE TEMPORARY SIGNAL SHALL BE CONNECTED

COORDINATION WITH UTILITY COMPANIES IS REQUIRED.

1. DIGSAFE TO BE CONTACTED BEFORE COMMENCING ANY CONSTRUCTION.


SH

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DE

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DA

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DA

TE

DA

TE

DA

TE

NU

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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

10430

DGN

10430sg05T.dgn


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TEMPORARY SIGNAL PLAN


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258+00259+00

+50

+50

259

+23.46

PC

C

52

+00

52

+70

63

+00

+50

62

+70

EXIST. R.O.W.

EXI

ST.

R.

O.

W.

EXIST. R.O.W.

EXIST. R.O.W.

126

LLC

REALTY,

CIRQUE

cb

cb

pb

pb

wso

an

an

mh

w

hh

pb

hh

gl

pb

ft

ft

ip

wg

wg

cb

m hd

cc

di

hyd

wg

m h

s

m hs

pb

cb

wg

cb

w

cb

pb

pb

wsow

so

ft ft

ft

m hu

mh

s

bnd

bnd

CC

Â1

CAMERA

360 DEG.Â6

Â6

Â5

Â2

Â2

Â3Â3

Â4 Â4

B

A

A1

A1

B

B1

C1C

C

DD

(ITEM 616.161)

MOUNTED TRAFFIC CABINET

WIRE ASSEMBLY, AND POLE

WITH WOOD POLES,SPAN

PROVIDE TEMPORARY SIGNAL

ZONE (TYP.)

DETECTION

VIDEO

P1

P2

FOR TEMPORARY SIGNALS (TYP.)

PROPOSED OVERHEAD SIGNAL WIRE

POWER SOURCE

TEMPORARY

EASEMENT

CONSTRUCTION

TEMPORARY

EASEMENT

CONSTRUCTION

TEMPORARY

EASEMENT

SIDEWALK

cb

cb

490

500

510

520

530

540

550

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

490

500

510

520

530

540

550

510.1

510.09

2

+53.7

(SKEWED ALONG TWIN 36" CULVERT)245+73

US ROUTE 3

Exist. Dock

LAKE WINNIPESAUKEE

Exist. Dock

1 RCP

36"

TWIN

+49.7

Exist.

Bldg

Exist.

Bldg

Exist.

TW

Exist.

TW

Exist.

Curb

OH

WOH

W

TO

BExist.

EO

P

Exist.

TW

Exist.

TW

Exist.

Curb

Exist.

Curb

6

ver 2

92.3

120

nhec

5a

4.5:1 1.50%

1.03% 4.66%4.43%

5.17%

9.80%

7.23'7.22'11.68'3.34'6.12' 15.95'38.35'

3.92'

3.76'11.67'15.19'

63'

L +16


COMMON EXCAV.

FILL

ROCK EXCAV.

MUCK EXCAV.

SHEET TOTALS

DGN

C.Y.

C.Y. C.Y.

C.Y.

591043010430Sections

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

SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN

-

-

-

-

BE

P

EW

M

12-

20

16

03-

20

17

53

1

AROUND PIPE

REPAIR MASONRY

AROUND PIPE

RECONSTRUCT HEADWALL

490

500

510

520

530

540

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

246+50

490

500

510

520

530

540

490

500

510

520

530

540

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

249+00

490

500

510

520

530

540

US ROUTE 3

508.67

508.56

508.7

508.6

1.60%6:1 0.64%

LAKE WINNIPESAUKEE

2.84%4.70%

1.98%0.61% 1.99%2.53% 1.36%

LAKE WINNIPESAUKEE

Exist.

Curb

App.

Ex.

RO

W

App.

Ex.

RO

W

App.

Ex.

RO

W

App.

Ex.

RO

W

Exist.

Curb

Exist.

Curb

Exist.

Curb

Exist.

Curb

Exist.

Fence

App.

Ex.

Property

Line

Exist.

Guardrail

Exist.

Edge of

Dock

Exist.

Wall

Exist.

Wall

Exist.

TW

Exist.

TW

Exist.

TW

Exist.

TW

Exist.

TW

Exist.

TW

Exist.

TW

Exist.

TW

OH

W

OH

W

pole

light

wooden

pole

light

wooden

11.00' 6.00' 6.00' 11.00'

3.00'

43.90'5.50'4.26'

11.00' 6.00' 6.00' 11.00'3.06' 5.00' 18.44'6.01' 27.83'

Exist.

CB

+11

Exist. Dock

22'

R +14

27'

L +57


COMMON EXCAV.

FILL

ROCK EXCAV.

MUCK EXCAV.

SHEET TOTALS

DGN

C.Y.

C.Y. C.Y.

C.Y.


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

SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN

-

-

-

-

BE

P

EW

M

12-

20

16

03-

20

17

54

sewer

sewer

2-12" di force mains

sewersewer


490

500

510

520

530

540

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

249+80

490

500

510

520

530

540

490

500

510

520

530

540

550

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

253+00

490

500

510

520

530

540

550

App.

Ex.

RO

W

App.

Ex.

RO

W

App.

Ex.

RO

W

App.

Ex.

RO

W

508.9

509.7

509.74

508.92

Exist.

Fence

1.60%0.66% 2.41%

4:1

1.60% 8.33%

8.33%1.69%0.73%

Exist.

Curb

Exist.

Curb

Exist.

Curb

Exist.

Curb

Exist.

Curb

Exist.

Curb

Exist.

Curb

Exist.

Curb

Exist.

Curb

Exist.

Curb

Exist.

Curb

Exist.

EP

10102030405060708090100110120130140

10102030405060708090100110120130140

US ROUTE 3

PEDESTRIAN CROSSWALK

CB

4.79% 1.05% 0.41%

6:1

Exist.

Edge of

Dock

Exist.

Edge of

Dock

LAKE WINNIPESAUKEE

Exist.

Guardrail

Exist.

TW

Exist.

TW

Exist.

TW

Exist.

TW

Exist.

TW

Exist.

TW

Exist.

TW

Exist.

TW

OH

W

pole

light

metal

+23

TY

PE

NH-20

L

Prop.

Mast

Ar

m

Found.

+24

TY

PE

NH-20

L

Prop.

Mast

Ar

m

Found.

11.00' 6.00' 6.00' 11.00'3.00' 3.00'

11.00' 6.00' 6.00' 11.00'3.06' 11.00' 3.01'

3.00'

3.50'6.00'

15.00' 14.83' 25.93'

42'

L +89


COMMON EXCAV.

FILL

ROCK EXCAV.

MUCK EXCAV.

SHEET TOTALS

DGN

C.Y.

C.Y. C.Y.

C.Y.


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

SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN

-

-

-

-

BE

P

EW

M

12-

20

16

03-

20

17

55

water

sewer


electric

exist.

15" cpp

sewer sewer


490

500

510

520

530

540

550

560

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

69+00

490

500

510

520

530

540

550

560

App.

Ex.

RO

W

App.

Ex.

RO

W

507.0

507.01

1.60% 1.80%3.22%

Exist.

Curb

Exist.

Curb

Exist.

Bldg

Exist.

Bldg

10102030405060708090100110120130140

NH ROUTE 25

LAKE WINNIPESAUKEE

Exist.

TW

Exist.

TW

Exist.

TW

Exist.

TW

OH

W

sewer

do not disturb

water

do not disturb

telephone

do not disturb

10.00' 9.53' 9.40' 9.82'3.01'

5.50'

2.20'

10" di force main

do not disturb


COMMON EXCAV.

FILL

ROCK EXCAV.

MUCK EXCAV.

SHEET TOTALS

DGN

C.Y.

C.Y. C.Y.

C.Y.


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

SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN

-

-

-

-

BE

P

EW

M

12-

20

16

03-

20

17

56

(9)

(11)

(10)

LIMITS OF BRIDGE WORK.

(12)

(14)

REUSE ELSEWHERE IN THE PROJECT.

SHALL BE PAID FOR UNDER ROADWAY ITEMS. THE EXISTING GRANITE CURB SHALL BE SALVAGED FOR

REMOVAL OF EXISTING SIDEWALK AND EXISTING GRANITE CURB, WITHIN LIMITS OF BRIDGE WORK,

(15)

FILL AROUND THE BOX TO THE LIMITS SHOWN ON THE PLANS.

ITEM 504.1, COMMON BRIDGE EXCAVATION (F) SHALL INCLUDE REMOVAL OF EXISTING PAVEMENT AND

DAMAGE IN ACCORDANCE WITH 538.3.3.

EXTEND 2'-0" DOWN THE SIDES. PROTECTION BOARD SHALL BE USED TO PROTECT THE MEMBRANE FROM

AND STICK (F) SHALL BE INSTALLED OVER THEN ENTIRE TOP SURFACE OF THE BOX CULVERT AND SHALL

FOR CULVERTS WITH LESS THAN OR EQUAL TO 5 FT. OF COVER, ITEM 538.1, BARRIER MEMBRANE, PEEL

WITH ITEM 534.3, WATER REPELLANT (SILANE/SILOXANE), APPLICATION RATE = 150 SF/GAL.

WATER BEADS, NO COATING NEEDS TO BE APPLIED. IF THE WATER DOES NOT BEAD, COAT THE SURFACE

534.3, IN SUCH A MANNER THAT OVERSPRAY INTO SURFACE WATERS IS KEPT TO A MINIMUM.IF THE

EXPOSED SURFACES OF EXISTING ABUTMENTS AND WINGS SHALL BE WASHED, SUBSIDIARY TO ITEM

WITH AN APPROVED JOINT SEALER WITH COLOR THAT MATCHES THE CONCRETE.

THROUGH SIDEWALK CONSTRUCTION JOINTS. CONSTRUCTION JOINTS SHALL BE CHAMFERED AND SEALED

HOUR DELAY BETWEEN ADJACENT PLACEMENTS. LONGITUDINAL REINFORCING SHALL BE CONTINUOUS

SIDEWALK LENGTH. SIDEWALKS SHALL BE PLACED IN ALTERNATE SECTIONS WITH A MINIMUM OF 72

SIDEWALKS SHALL BE CONSTRUCTED WITH CONSTRUCTION JOINTS SPACED AT ONE THIRD OF TOTAL

(13)

SHOWN ON THE PLANS.

AND SIDES OF THE CULVERT BOX TO THE LIMITS OF EXCAVATION ELEVATION AND TO THE ZONE LIMITS

MEMBRANE REMOVAL (F) SHALL INCLUDE REMOVAL OF THE EXISTING BARRIER MEMBRANE ACROSS THE TOP

ITEM 511.05013, BARRIER MEMBRANE REMOVAL AND DISPOSAL (SOLID WASTE)(F) AND 511.05, BARRIER

APPLY ITEM 403.6, PAVEMENT JOINT ADHESIVE - ROADWAY ITEM.

403.11, APPLY ITEM 403.61, PAVEMENT JOINT ADHESIVE (BRIDGE BASE) AND FOR WEARING COURSE,

PAVEMENT PASSES AND ALONG CURBLINES PRIOR TO PLACING ALL PAVEMENT COURSES. FOR ITEM

APPLY PAVEMENT JOINT ADHESIVE ALONG ALL LONGITUDINAL AND TRANSVERSE JOINTS BETWEEN

ALL REINFORCEMENT SHALL HAVE 2•" MINIMUM CLEAR COVER, UNLESS OTHERWISE NOTED.

(8) ALL SIDEWALK REINFORCEMENT SHALL BE EPOXY COATED BARS.

(6)

(7)

REPAIR INFORMATION.

REFER TO CONCRETE REPAIR NOTES AND DETAILS ON BRIDGE SHEET 3 FOR ADDITIONAL CONCRETE

(5)

CONCRETE SURFACES IN CONTACT SHALL BE PREPARED TO A SATURATED, SURFACE-DRY CONDITION.

520.0201, CONCRETE CLASS AA, ABOVE FOOTINGS. PRIOR TO PLACING NEW CONCRETE, THE EXISTING

CLASS AA. CONCRETE FOR ALL BOX CULVERT WALLS. ABUTMENTS AND WINGWALLS SHALL BE ITEM

CONCRETE FOR ALL BOX CULVERT TOP SLAB CONCRETE REPAIR AREAS SHALL BE ITEM 520.01, CONCRETE

(1)

GENERAL NOTES

(2)

(3)

(4)

CONCRETE SLAB

EXISTING

CURB LINE

LEGEND

CURB LINE

NOTED.

ALL EXPOSED EDGES OF PROPOSED CONCRETE SURFACES SHALL BE CHAMFERED ƒ", UNLESS OTHERWISE

BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO ADVANCING THE WORK.

ANY DISCREPANCIES IN DIMENSIONS, CHARACTER, OR EXTENT OF EXISTING FEATURES, SHALL BE

PREPARED TO MAKE ADJUSTMENTS REQUIRED TO PROPERLY COMPLETE THE PROPOSED RECONSTRUCTION.

CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING STRUCTURES AND BE

PLANS AND DO NOT NECESSARILY REPRESENT "AS BUILT" DIMENSIONS AND ELEVATIONS. THE

THESE PLANS WERE TAKEN FROM THE ORIGINAL BRIDGE PLANS AND/OR SUBSEQUENT REHABILITATION

THE CONTRACTOR SHOULD BE AWARE THAT EXISTING STRUCTURE DIMENSIONS AND ELEVATIONS SHOWN IN

CONCRETE SURFACES AS SHOWN IN THE PLANS OR AS DIRECTED BY THE CONTRACT ADMINISTRATOR.

ITEM 534.3, WATER REPELLENT (SILANE-SILOXANE), SHALL BE APPLIED TO ALL NEW EXPOSED

FOR CONCRETE REPAIRS, CLASS II.

WINGWALLS SHALL BE AS SPECIFIED IN SECTION 512 AND INCLUDED IN ITEM 512.02, PREPARATION

INSPECTION, SAWCUTTING, REMOVAL, AND CLEANING OF BOX CULVERT WALLS, ABUTMENTS AND

INCLUDED IN ITEM 511.02, PREPARATION FOR PARTIAL DEPTH CONCRETE BRIDGE DECK REPAIRS. ALL

REMOVAL, AND CLEANING OF THE BOX CULVERT TOP SLAB SHALL BE AS SPECIFIED IN SECTION 511 AND

SHALL BE SAWCUT TO A 1" DEPTH TO PROVIDE CLEAN REMOVAL LINES. ALL INSPECTION, SAWCUTTING,

SHALL BE REMOVED TO A SOUND CONCRETE SURFACE. CONCRETE SURFACES OF THE REMOVAL LIMITS

NO INSPECTION IS REQUIRED WITHIN THE BARREL OF THE BOX CULVERT. ALL DETERIORATED CONCRETE

INSPECTED FOR DETERIORATED CONCRETE JOINTLY BY THE CONTRACT ADMINISTRATOR AND CONTRACTOR.

EXISTING WINGWALL, AND UPPER BOX CULVERT SURFACES (EXPOSED BY BRIDGE EXCAVATION) SHALL BE

N

SCALE: 1" = 10'

PLAN

ELEVATION

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

RI

VE

R

FG EL 508.82

STA 254+98.44

> BRIDGE

LINE (TYP)

PROPOSED SLOPE

LAKE WINNIPESAUKEE

SCALE: 1" = 5'

OHW = 504.00

A

A

HESKY PARK

APPROXIMATE EXISTING GROUND

GENERAL PLAN AND ELEVATION

EXISTING WINGWALL (TYP)

11'-0"

11'-0"

11'-0"

3'-0"

TU

RN

LA

NE

TU

RN

LA

NE

TR

AV

EL

LA

NE

SH

LD

R.

TO BRIDGE STRUCTURE

APPLY BARRIER MEMBRANE

BRIDGE NO. 186/145

EXISTING CONCRETE BOX CULVERT

BRIDGE RAIL TO REMAIN (TYP)

EXISTING APPROACH RAIL AND

FULL LENGTH OF EXISTING WINGWALL

CONSTRUCT CONCRETE SIDEWALK TO EXTEND

FULL LENGTH OF EXISTING WINGWALL

CONSTRUCT CONCRETE SIDEWALK TO EXTEND

8°±1947

CO

NS

TR

UC

TI

ON

1983

CO

NS

TR

UC

TI

ON

5'-6"

SI

DE

WA

LK

3'-0"

SH

LD

R.

VA

RI

ES

TR

AV

EL

LA

NE

10'-0"

42'-0"

36'-0"

BRIDGE NO. 186/145

EXISTING CONCRETE BOX CULVERT1 3

NOTES ON BRIDGE SHEETS 1 AND 3.

(ITEMS 512.02 AND 520.0201) SEE

CONCRETE REPAIR AS REQUIRED.

(TYP.)

SAWCUT

CROWN LINE

APPROXIMATE

(TYP.)

AND LOAM AND SEED

ASPHALT SIDEWALK,

REMOVE EXISTING

6'-0"

6'-0"

US ROUTE 3

> CONSTRUCTION & GRADE LINE

24'-6"±

26'-9"±

1'-0"

(T

YP.)

1'-0" (TYP.)

ITEM 520.0201) SEE NOTES ON BRIDGE SHEETS 1 AND 3.

(ITEM 511.02 WITH ITEM 520.01, AND ITEM 512.02 WITH

PARTIAL DEPTH CONCRETE REPAIRS AS REQUIRED.

57

ITEM 511.05013

ITEM 511.05013

2'-0"

ITEM 511.05

(TO REMAIN) (TYP)

EXISTING BRIDGE RAIL

2'-0"

10430

M cFarlandJohnson

STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN

BRIDGE NO. STATE PROJECTTOWN

LOCATION

REVISIONS AFTER PROPOSAL

DESIGNED

DRAWN

QUANTITIES

REV. DATE

ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS

FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

JCH

JCH

JCHDRW

DRW

01/17DRW

01/17

01/17

01/17

01/17

01/17

186 / 145

59

131-2-1

MEREDITH

US ROUTE 3 OVER MEREDITH BAY INLET

STP-F-X-0241(014)

254+00 255+00 256+00

+50

+50

gl

an

fp

fc

elect meter

gl

gl

hyd

orn

orn

2.2'c

crab

4.8'c

pine

lake

inlet

2.4'c

river

SUMMARY OF BRIDGE QUANTITIES

SCALE: ‚" = 1'-0"

SECTION A-A RECONSTRUCTION

SCALE: ‚" = 1'-0"

SECTION A-A EXISTING

1.6%1.6%

GRADELINE

CONSTRUCTION À &

(TYP)

7" REVEAL

SIDEWALK SECTION

TO REMAIN (TYP)


EXISTING CULVERT (TYP)

CRUSHED GRAVEL (F) (ITEM 304.3)

BARRIER MEMBRANE, PEEL AND STICK (F) (ITEM 538.1) (WITH PROTECTION BOARD) (INSTALLED ON ENTIRE HORIZONTAL SURFACE OF BOX, LAP 6" MIN. OVER ITEM 538.2)

BOARD)(TYP)

(ITEM 538.2)(WITH PROTECTION

STICK -VERTICAL SURFACES (F)

BARRIER MEMBRANE, PEEL AND

6'-10•" TO 7'-1•"

VARIES

25'-0"VARIES5'-6"

(ITEM 520.02) (TYP)

SIDEWALK, CONCRETE CLASS AA, ABOVE FOOTINGS (F)

SEE TYPICAL SIDEWALK SECTION (THIS SHEET)CROWN LINE

APPROXIMATE

6" LAP (MIN.)12" LAP (MIN.) 6" (MIN.)

EXISTING CONCRETE SLAB

VARIES, MATCH EXISTING (1.5% ±) VARIES, MATCH EXISTING (2.0% ±)

5•" BINDER COURSE (SEE TYPICAL BOX CULVERT SECTION)

HOT BITUMINOUS PAVEMENT, MACHINE METHOD (ITEM 403.11)

TRANSVERSE SECTION - RECON

SHEETS 1 AND 3.

REQUIRED. SEE NOTES ON BRIDGE

PARTIAL DEPTH CONCRETE REPAIRS AS SEE PHASED CONSTRUCTION DETAIL ON BRIDGE SHEET 3.

BARRIER MEMBRANE LAP AT ALL PHASED CONSTRUCTION JOINTS.

GRADELINE

CONSTRUCTION À &

(TYP)

7" REVEAL

TO REMAIN (TYP)


EXISTING CULVERT (TYP)

6'-10•" TO 7'-1•"

VARIES

25'-0"VARIES5'-6"

CROWN LINE

APPROXIMATE

TRANSVERSE SECTION - EXISTING

"/FT.51-

"/FT.51-

‚ "/FT. ‚ "/FT.

STRAIGHT GRANITE CURB (TYP)

1'-6"

1'-6"

SLAB

CONCRETE

EXISTING

REMAINING ROADWAY SUBGRADE FROM 1947 CONSTRUCTION

(TYP).

MIN. OVER THE BARRIER MEMBRANE

GRANULAR BACKFILL SAND FOR 3"

GRANULAR BACKFILL

3" HOT BITUMINOUS PAVEMENT, MACHINE METHOD

8" MIN. CRUSHED GRAVEL (TYP).

2" BITUMINOUS SIDEWALK (TYP)

GRAVEL (TYP).

BARRIER MEMBRANE (TYP)

BACKFILL

GRANULAR

SCALE: •" = 1'-0"

TYPICAL SIDEWALK SECTION

DETAILS AND SECTIONS2 3

2 58

10430

M cFarlandJohnson



LOCATION


DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

JCH

JCH

JCHDRW

DRW

01/17DRW

01/17

01/17

01/17

01/17

01/17

186 / 145

59

131-2-1

MEREDITH


STP-F-X-0241(014)

(TYP)

2'-6"

(T

YP)

2'-6"

VA

RI

ES

LONGITUDINAL SECTION

(ITEM 504.1) (TYP)

BRIDGE EXCAVATION

LIMITS OF COMMON

9•" (1947 CONSTRUCTION)(TYP)

1'-2" (1983 CONSTRUCTION)(TYP)

(1983 CONSTRUCTION)

1'-3" AT CROWN

9•" (1947 CONSTRUCTION)(TYP)

1'-2" (1983 CONSTRUCTION)

5'-0" (1947 CONST.)

4'-11•" (1983 CONST.)

ROADWAY WORKROADWAY WORK

CRUSHED GRAVEL (F) (ITEM 304.3)

WINGWALL SECTION

SURFACE OF BOX, LAP 6" MIN. OVER ITEM 538.2)

(WITH PROTECTION BOARD) (INSTALLED ON ENTIRE HORIZONTAL

BARRIER MEMBRANE, PEEL AND STICK (F) (ITEM 538.1)

3'-6" MIN. (TYP)

SHEETS 1 AND 3.

AS REQUIRED. SEE NOTES ON BRIDGE

PARTIAL DEPTH CONCRETE REPAIRS

VARIES - 24'-6" (MIN) TO 26'-9" (MAX)

> BRIDGE

(TYP)

(SUBSIDIARY TO ITEM 504.1)

SAWED BITUMINOUS PAVEMENT

(TYP)

1'-0" MIN

PROTECTION BOARD)(TYP)

STICK (F)(ITEM 538.1)(WITH

BARRIER MEMBRANE, PEEL AND

SURFACE INSPECTION (TYP)

LIMITS OF BOX CULVERT UPPER

1•" WEARING COURSE (ROADWAY ITEMS)

(1•" DEPTH), PRIOR TO PLACING

COLD PLANING BITUMINOUS SURFACES

3" MAX LIFT THICKNESS)

METHOD (ITEM 403.11) (MULTIPLE LIFTS,

5•" HOT BITUMINOUS PAVEMENT, MACHINE

SIDEWALK SECTION

LONGITUDINAL SECTION

#5 @ 12"

(TYP)

#5 @ 12" MAX

#5 @ 12"

(TYP)

2•" CLR

ABOVE CONST. JOINT

VERT. BARRIER MEMBRANE

6" MIN PROJECTION OF

•" CORK FILLER (SUBSIDIARY)

6" (MIN.)

13"

(ITEM 304.3)

6" MIN CRUSHED GRAVEL (F)

WINGWALL SECTION

1'-0"

EXISTING BRIDGE RAIL520.02) (TYP)

ABOVE FOOTINGS (F) (ITEM

SIDEWALK, CONCRETE CLASS AA,

APPROXIMATE EXISTING GROUND

(ROADWAY ITEM)

5•" BINDER COURSE

HAND METHOD (ITEM 403.12)


(ITEM 304.3)

6" MIN CRUSHED GRAVEL (F)

25'-0"VARIES5'-6"

TRANSVERSE SECTION - EXISTING

ON BRIDGE SHEETS 1 AND 3.

EXPOSED SURFACES. SEE NOTES

REPAIR AS REQUIRED ON

PARTIAL DEPTH CONCRETE

ITEM 504.1)

(SUBSIDIARY TO

PAVEMENT

SAWED BITUMINOUS

3" HOT BITUMINOUS PAVEMENT, MACHINE METHOD

SCALE: •" = 1'-0"

TYPICAL BOX CULVERT SECTION

SCALE: •" = 1'-0"

TYPICAL WINGWALL SECTION

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

(TYP) (SEE NOTE 8)

SAWCUT EDGE OF PATCH

REINFORCING BAR REPLACEMENT DETAIL

CONCRETE REPAIRS

LAP LENGTH

BAR SIZE LAP LENGTH

#10

#9

#8

#7

#6

#5

28"

25"

22"

20"

17"

14"

REMOVAL

EDGE OF CONCRETE

ALL AROUND

1•" (MIN)

STEEL TO REMAIN (TYP)

EXISTING SOUND REINFORCING

EXISTING CONCRETE

MATCH FACE OF

ENGINEER

AS DETERMINED BY THE

LIMITS OF UNSOUND CONCRETE

STEEL TO REMAIN

EXISTING SOUND REINFORCING

REMOVAL

CONCRETE

EDGE OF

(SEE NOTE 8)

PROPOSED SAWCUT

(TYP)

90°

LEGEND

EXPOSED EXISTING REINFORCING STEEL

DETERIORATED CONCRETE TO BE REMOVED

(SEE NOTE 8)

SAW CUT EDGE OF PATCH

REMOVAL

EDGE OF CONCRETE

STEEL TO REMAIN

REINFORCING

EXISTING SOUND

(MIN)

1•"

REPAIR AREA

VOID AREA OF DESIGNATED

EXISTING CONCRETE

MATCH FACE OF

MATCH EXISTING)

(SIZE AND SPACING TO

ITEM 1002.1 (TYP)

STEEL SHALL BE UNCOATED,

REPLACEMENT REINFORCING

WORK ONLY.

TABLE ABOVE ARE FOR REPAIR

LAP LENGTHS PROVIDED IN

CONCRETE REPAIR DETAILS

PARTIAL DEPTH REPAIR DETAIL

CONCRETE REPAIRS

SECTION

SECTION SHALL BE REPLACED.

LOST MORE THAN 25% OF ITS

REINFORCING STEEL THAT HAS

NOTE:

3 3

STEEL SECTION LOSS • 25%

CUT AT POINT WHERE EXISTING

SEE LAP LENGTH TABLE (TYP)

APPLICABLE LAP PLUS 2" CLEAR AT ENDS

WHERE EXISTING REBAR IS CUT TO ALLOW

PROVIDE ADDITIONAL REMOVAL BEYOND POINT

NOT TO SCALE

PHASE CONSTRUCTION JOINT DETAIL

ITEM 520.01 FOR TOP OF DECK SURFACE

(TYP) FOR VERTICAL SURFACES OR

ITEM 520.0201, CONCRETE CLASS AA

LIMITS OF PROPOSED REPAIR WITH

REPLACEMENT DETAIL, THIS SHEET.

AS SHOWN ON THE REINFORCING BAR

AS REQUIRED, SHALL BE REPLACED

STEEL. THE REINFORCING STEEL,

DEPTH OF 1•" BEHIND EXISTING

TO SOUND CONCRETE OR A MINIMUM

(ITEM 511.02 OR ITEM 512.02),

REMOVE DETERIORATED CONCRETE,

PARTIAL DEPTH REPAIR DETAIL

59

10430

M cFarlandJohnson



LOCATION


DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

JCH

JCH

JCHDRW

DRW

01/17DRW

01/17

01/17

01/17

01/17

01/17

186 / 145

59

131-2-1

MEREDITH


STP-F-X-0241(014)

BINDER

CRUSHED GRAVEL

(PHASE 1)

LOW SIDE

(PHASE 2)

HIGH SIDE

MEMBRANE1

3'-0"BARRIER

CONCRETE

TEMPORARY

12"

12"

1.5

MIN. LAP

12"

CULVERT TOP SLAB

CONCRETE REPAIR NOTES

WALL AND WINGWALL REPAIRS, WHERE APPLICABLE.

AND PAID FOR UNDER ITEM 511.02, FOR TOP SLAB REPAIRS, OR ITEM 512.02, FOR CULVERT

PREPARATION FOR CONCRETE REPAIRS TO BE AS SPECIFIED IN SECTION 511 AND SECTION 51210.

OR ITEM 512.02.

ALL EXPOSED STEEL SHALL BE THOROUGHLY BLAST CLEANED. COSTS INCLUDED IN ITEM 511.029.

OF 1" DEEP. REPAIR AREAS SHALL BE RECTANGULAR IN SHAPE.

ALL DETERIORATED AREAS SHALL BE DELINEATED BY A SAWCUT. SAWCUT SHALL BE A MINIMUM8.

CONCRETE WHICH HAS SPALLED OR OTHERWISE DETERIORATED.

CONCRETE REPAIRS INCLUDE REMOVING DETERIORATED, LOOSE AND MAP CRACKED CONCRETE OR7.

ROUGHENED TO A MINIMUM AMPLITUDE OF ‚".

ALL EXISTING SURFACES THAT WILL HAVE NEW CONCRETE CAST AGAINST IT MUST BE6.

BEING PLACED .

SURFACE-DRY CONDITION. ALL COSTS SHALL BE SUBSIDIARY TO THE CONCRETE ITEM

EXISTING CONCRETE SURFACES SHALL BE BLAST CLEANED AND PREPARED TO A SATURATED

IMMEDIATELY PRIOR TO PLACING NEW CONCRETE AGAINST EXISTING CONCRETE SURFACES, THE5.

UNCOATED AND PAID FOR UNDER ITEM 1002.1.

REINFORCEMENT USED TO REPLACE EXISTING DETERIORATED REINFORCING STEEL SHALL BE 4.

INSTALL ACCORDING TO REINFORCING REPLACEMENT DETAIL.

AND INSTALLING REPLACEMENT REINFORCING STEEL SHALL BE AT THE CONTRACTOR'S EXPENSE.

REMOVAL, PATCHING MATERIAL, CLEANING EXISTING REINFORCING STEEL, AND FURNISHING

REINFORCEMENT TO THE EXTENT REQUIRING REPLACEMENT, ANY ADDITIONAL CONCRETE

IF DURING REMOVAL OF DETERIORATED CONCRETE, THE CONTRACTOR DAMAGES EXISTING3.

WINGWALL REPAIRS.

REPAIRS OR ITEM 520.0201, CONCRETE CLASS AA, ABOVE FOOTINGS, FOR CULVERT WALL AND

CONCRETE FOR REPAIR AREAS SHALL BE ITEM 520.01, CONCRETE CLASS AA, FOR TOP SLAB2.

AND CONTRACT ADMINISTRATOR.

CONCRETE REPAIR LOCATIONS SHALL BE AS DETERMINED BY JOINT INSPECTION OF CONTRACTOR1.

town of meredith county of belknapgis.dot.nh.gov/plan/10430.pop.pdf · 2017-07-31 · existing...

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