SHEET NO. DESCRIPTIONgis.dot.nh.gov/plan/16212.POP.pdf · 2019. 10. 9. · sheet no. description index of sheets or as ordered. leveling course to the rates indicated on the plans

n34cns

Text Box

61

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

STATE PROJECT NO. SHEET NO. TOTAL SHEETS

16212

DGN

index_sheet

STATE OF NEW HAMPSHIRE

DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

AND GENERAL NOTES

INDEX OF SHEETS

2 61

STANDARDPLANS/INDEX.HTM.

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

FOR STANDARD PLANS, SEE DEPARTMENT OF TRANSPORTATION WEBSITE

REVISION DATE

9-1-2016

1 4 5 6 8 9

ELEVATIONS ARE REFERENCED TO NGVD 1929.

NAD83, 1986 ADJUSTMENT AND THE BEARINGS ARE GRID.

COORDINATES ARE NEW HAMPSHIRE STATE PLANE COORDINATES OF

FIELD NOTES CAN BE FOUND IN THE FIELD BOOK 13359.

SURVEY DATA FOR THIS PROJECT WAS COLLECTED BY SDR AND THE

10

10

RAIL AND 1 SECTION OF TAPERED RAIL AS SHOWN IN THE DETAIL.

FOLLOWING THE END UNIT THAT INCLUDE 1 SECTION OF PARALLEL

* FOR THIS NOTE "OFFSET" REFERS TO THE SECTIONS OF RAIL

SHOWN IN THE DETAIL WITHOUT THE OFFSET *

ALTERNATE PLATFORM PER DETAIL" - BUILD THE PLATFORM AS

B)WHEN THE NOTE IS WRITTEN AS "CONSTRUCT TL-3 EAGRT WITH

AS SHOWN IN THE DETAIL INCLUDING THE OFFSET *

ALTERNATE OFFSET PLATFORM PER DETAIL" - BUILD PLATFORM

A)WHEN THE NOTE IS WRITTEN AS "CONSTRUCT TL-3 EAGRT WITH

OF THE TWO WAYS BELOW TO BUILD THE PLATFORM:

SEE NOTES FOR EACH RUN IN THE GENERAL PLANS TO CHECK WHICH

FOR ITEM "GUARDRAIL EAGRT OFFSET PLATFORM ALTERNATE, TL 3"

53-61 PIKE TREATMENT SWALE

33-52 N.H. ROUTE 11

CROSS SECTIONS

MARKING PLANS

30-32 PAVEMENT LAYOUT & PAVEMENT

UTILITY PLANS

27-29 DRAINAGE, CURBING, &

26 DRAINAGE NOTES & GUARDRAIL NOTES

23-25 PROFILES

20-22 GENERAL PLANS

ROADWAY PLANS

19 BRIDGE PHASING

18 BRIDGE TRAFFIC CONTROL

TRAFFIC CONTROL PLANS

16,17 BRIDGE NUMBER 134/132

BRIDGE PLANS

15 SIGN TEXT LAYOUT

14 DRIVEWAY DETAILS

13 TERMINAL UNIT DELINEATION

12 TREATMENT SWALE PLAN AND DETAILS

11 REINFORCED SOIL SLOPE DETAIL

10 PAVEMENT MATCH DETAIL

SPECIAL USE PLANS

8,9 SUMMARY OF QUANTITIES

5-7 TYPICAL SECTIONS OF IMPROVEMENT

3,4 STANDARD SYMBOLS

2 INDEX OF SHEETS AND GENERAL NOTES

1 TITLE PAGE

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


16212

DGN

stdsymb1_2



STANDARD SYMBOLS

3 61

REVISION DATE

11-21-2014

TELEPHONE POLE

POWER POLE

JOINT OCCUPANCY

MISCELLANEOUS/UNKNOWN POLE

POLE STATUS:

AS APPLICABLE e.g.:

LIGHT POLE

LIGHT ON POWER POLE

LIGHT ON JOINT POLE

(plot point at face

not center of symbol)

RIGHT-OF-WAY LINE

PROPERTY LINE

TOWN LINE

COUNTY LINE

STATE LINE

BOUND

DRILL HOLE IN ROCK

NATIONAL FOREST

(label type)

BOW

CONCORD

COOS

GRAFTON

MAINE

IRON PIPE OR PIN

NHDOT PROJECT MARKER

PEDESTAL WITH PEDESTRIAN SIGNAL

HEADS AND PUSH BUTTON UNIT

CONTROLLER CABINET

METER PEDESTAL

PULL BOX

LOOP DETECTOR (QUADRUPOLE)

LOOP DETECTOR (RECTANGULAR)

(label size)

(label size)

PROPERTY PARCEL NUMBER

HISTORIC PROPERTY

WATER SHUT OFF

GAS SHUT OFF

RAILROAD

RAILROAD SIGN

RAILROAD SIGNAL

(label ownership)

HYDRANT

UTILITY JUNCTION BOX

MAST ARM (existing)

OPTICOM RECEIVER

OPTICOM STROBE

MANHOLE

CATCH BASIN

DROP INLET

DRAINAGE PIPE (existing)

EROSION CONTROL/ STONE

SLOPE PROTECTION

(existing)

DRAINAGE

BOUNDARIES / RIGHT-OF-WAY

UTILITIES

di

cb (PROPOSED)

RCP

g os

H Y D

12

DRAINAGE PIPE (PROPOSED)

HEADER (existing & PROPOSED)

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

OPEN DITCH (PROPOSED)

SEWER

TELEPHONE

ELECTRICAL

GAS

30' MA

NEW HAMPSHIRE

S/L T/L

bnd

TOWN LINE MONUMENT

STATE LINE/

of flow

direction

show& type)

(label size

& type)

(label size

W/ FLUSHING BASIN

UNDERDRAIN (PROPOSED)

STAN'S

SIGN

MANHOLES

TRAFFIC SIGNAL

RR RIGHT-OF-WAY LINE

PROPERTY LINE (COMMON OWNER)

TAX MAP AND LOT NUMBER

protection)

(with stone outlet

6.80 Ac.±

1642/341

14

156

note if abandoned)

label size, type and

(on existing lines

UNDERGROUND UTILITIES

W/ FLUSHING BASINUNDERDRAIN (existing)

L P+04

25.0'

R T+04

25.0'

jb

M H T

M H E

M H S

M H G

SOG

W

SO

m h

e

m h

g

hy d

m ht

m h

s

wso

cc

pb

mp

PB

MP

(NOTE ANGLE FROM Å)

FENCING NOTE

CLEARING AND GRUBBING AREA

DRAINAGE NOTE

GUARDRAIL NOTE

G-1

B-1

LIGHTING NOTE

EROSION CONTROL NOTE

A

1

A

A

1

A

CONSTRUCTION NOTES

(PROPOSED)

GUY POLE OR PUSH BRACE

BENCH MARK / SURVEY DISK

METAL or PLASTIC

CURB MARK NUMBER - GRANITE

CURB MARK NUMBER - BITUMINOUS

fb

TELEPHONE

ELECTRIC

GAS

LIGHTING

FIBER OPTIC

INTELLIGENT TRANSPORTATION SYSTEM

WATER

SEWER

JB

CC

SIGNAL CONDUIT

PROPOSEDexistingPROPOSEDexisting

dh

ip

1TRAFFIC SIGNAL NOTE

SHEET 2 OF 2

m h

uUNKNOWN

m hd

TRAFFIC SIGNALS / ITS

ITS NOTE 1

FIBER OPTIC DELINEATOR

s vf

ITSitsVS F

FODfod

VARIABLE SPEED LIMIT SIGN

DYNAMIC MESSAGE SIGN

FIBER OPTIC SPLICE VAULT

ROAD AND WEATHER INFO SYSTEM

CAMERA POLE (CCTV)

ITS EQUIPMENT CABINET

CONSERVATION LAND


16212

DGN

stdsymb1_2



STANDARD SYMBOLS

4 61

OVERHEAD WIRE

(label type)

REVISION DATE

9-1-2016

2"

& GRADE LINE

CONST. >

12'-0"

5'- 9'

VARIES6'-0"6'-0"12'-0"

7"

4'- 9'

VARIES

1'-0"

STA 517+50 - 518+50

7"

SEE STEP BOX DETAIL

2" WEARING COURSE, 0.114 TON/SY (FULL WIDTH)

VARIES 6:1

2"

7"

5"

1'

1'

8" CRUSHED GRAVEL

8" GRAVEL

(IN 2 - 2•" LIFTS)

5" BINDER COURSE

2" WEARING COURSE

MULCH AND TACKIFIERS

ESTABLISHMENT WITH

ITEM 646.3 - TURF

RESET GRANITE CURB

ITEM 609.5 -

STEP BOX DETAIL (TYP)

(2% MAX)

VARIES

SLOPE

existing travel way

(8" DEEP)

2.5 CY/100 LF/FT OF WIDTH

ITEM 304.2 - GRAVEL (F)


ESTABLISHMENT WITH

ITEM 646.3 - TURF


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VARIES (16' TO 12')

existing travel way

VARIES (16' TO 12')

(2% MAX)

VARIES

SLOPE

ITEM 609.5 -

RESET GRANITE CURB

(SLOPE CURB 6" HIGH)

& > DRAINAGE (TYP)

> CATCH BASIN

(8" DEEP)



ITEM 403.11002 - HOT BITUMINOUS PAVEMENT, MACHINE METHOD (QC/QA TIER 2)

2 LIFTS (2•" PER LIFT)

5" BINDER COURSE, 0.285 TON/SY (STEP BOX WIDENING)

2'-0"2'-0"

(4" DEEP)

ITEM 641. - LOAM

(4" DEEP)

ITEM 641. - LOAM

5.0 CY/100 LF


5.0 CY/100 LF



T.W.

SLOPE OF

T.W.

SLOPE OF

existin

g t.

w.

SHEET

1 of 3

HIGH STRENGTH (QC/QA TIER 2)

ITEM 403.11902 - HBP, MACHINE METHOD,

5.0 CY/100 LF

ITEM 304.1 - SAND (F)

(8" DEEP)



2.5 CY/100 LF/FT OF WIDTH (8" DEEP)

ITEM 304.301 - CRUSHED GRAVEL11.2 CY/100 LF

ITEM 304.301 - CRUSHED GRAVEL (8" DEEP)


ITEM 304.301 - CRUSHED GRAVEL

7.5 CY/100 LF


5.0 CY/100 LF

ITEM 304.1 - SAND (F)(8" DEEP)



8" SAND

1'

STA 515+00 - 517+50


12'-0"6'-0"6'-0"12'-0"

& GRADE LINE

CONST. >

VARIESVARIES

ITEM 403.11902 - HBP, MACHINE METHOD, HIGH STRENGTH (QC/QA TIER 2)

20.9 CY/100 LF


20.7 CY/100 LF

ITEM 304.301 - CRUSHED GRAVEL RESET GRANITE CURB


ITEM 609.5 -

ITEM 609.5 -

RESET GRANITE CURB



ESTABLISHMENT WITH

ITEM 646.3 - TURF

(4" DEEP)

ITEM 641. - LOAM


ESTABLISHMENT WITH

ITEM 646.3 - TURF

(4" DEEP)

ITEM 641. - LOAM

2"

SLOPE

MATCH EXISTING

SLOPE

MATCH EXISTING

VARIESSLOPE

1'-0"

FACE OF GUARDRAIL

WITHOUT GUARDRAIL

7"

12'-0" 6'-0"

& GRADE LINE

CONST. >

5"

6'-0" 12'-0"

VARIES

STA 518+50 LT. - 519+10 LT.

5'- 10'

VARIES

VARIES

VARIES

STA 518+50 - 528+00

1'- 6"

4'- 9'

VARIES


STA 522+40 LT. - 524+25 LT.

1'-0"


ESTABLISHMENT WITH

ITEM 646.3 - TURF

12'

(3.6% MAX.)

VARIES

SLOPE

12'


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ESTABLISHMENT WITH

ITEM 646.3 - TURF


ESTABLISHMENT WITH

ITEM 646.3 - TURF2 LIFTS (2•" PER LIFT)

5" BINDER COURSE, 0.285 TON/SY (FULL WIDTH)

2"

VARIESSLOPE

(8" DEEP)



ITEM 609.5 -

RESET GRANITE CURB


5 CY/100 LF



RESET GRANITE CURB

ITEM 609.5 -

(8" DEEP)



(4" DEEP)

ITEM 641. - LOAM

5.0 CY/100 LF (8" DEEP)


1'-6"

(NU-GUARD)

WITH GUARDRAILexisting travel way existing travel way

(4" DEEP)

ITEM 641. - LOAM

(4" DEEP)

ITEM 641. - LOAM


4'- 12'

VARIES

1'-6"

0.5%

T.W.

SLOPE OF T.W.

SLOPE OF 2%

12.0 CY/100 LF (8" DEEP)


(8" DEEP)



SHEET

2 of 3

2'-0"2'-0"

(currently unknown depth)

existing pavement

estimated bottom of

FOR SHIMMING

CRUSHED GRAVEL

* ITEM 304.31-

PROPOSED PAVEMENT

REMOVAL TO BOTTOM OF

* NOTE: SHIM FROM PAVEMENT

HIGH STRENGTH, (QC/QA TIER 2)


COMMON EXCAVATION

ITEM 203.1-

11.2 CY/100 LF

ITEM 304.301 - CRUSHED GRAVEL(8" DEEP)



15.0 CY/100 LF


(8" DEEP)



(8" DEEP)



11.2 CY/100 LF


5 CY/100 LF


(8" DEEP)



(8" DEEP)



14.5 CY/100 LF (8" DEEP)


5.0 CY/100 LF (8" DEEP)


(8" DEEP)



2"

& GRADE LINE

CONST. >

12'-0"12'-0"

7"

4'- 9'

VARIES

1'-0"

7"



ESTABLISHMENT WITH

ITEM 646.3 - TURF

existing travel way

(8" DEEP)




ESTABLISHMENT WITH

ITEM 646.3 - TURF

existing travel way& > DRAINAGE (TYP)

> CATCH BASIN

(8" DEEP)



STA 528+00 - 548+00

5'-0"

& GRADE LINE

CONST. >


ESTABLISHMENT WITH

ITEM 646.3 - TURF

6'-0" 12'-0"

2%

2"

VARIES

1'-6"

5%5.0%

STA 538+25 RT. - 542+75 RT.

CURB DETAIL

VARIES

& GRADE LINE

CONST. >

VARIES

2"

1'-6"

STA 545+70 LT. - 547+30 LT.

5%

12'- 0"VARIES

CURB DETAIL


ESTABLISHMENT WITH

ITEM 646.3 - TURF

ITEM 609.5 -

(6" HIGH SLOPE CURB)

RESET GRANITE CURB

VARIES VARIES

VARIESVARIES

VARIES

SLOPE

VARIES

SLOPE

5 CY/100 LF


(8" DEEP)



ITEM 609.5 -

(6" HIGH SLOPE CURB)

RESET GRANITE CURB

VARIES

VARIES

SLOPE

VARIES

SLOPE


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SHEET

3 of 3

(4" DEEP)

ITEM 641. - LOAM


2'-0" 2'-0"

11.0 CY/100 LF

ITEM 304.2 - GRAVEL (F)16.2 CY/100 LF


existing travel way existing travel way

2 LIFTS (2•" PER LIFT)

5" BINDER COURSE, 0.285 TON/SY (STEP BOX WIDENING)

(TYP 6'-0") (TYP 6'-0")

VARIES VARIES VARIES

5'-10'

(TYP 4')

(4" DEEP)

ITEM 641. - LOAM

T.W.

SLOPE OF

T.W.

SLOPE OF

VARIES

ret. wall

2'-0"2'-0"

(TYP 5')

CEMENT), PAVER SHIM

SURFACE TREATMENT (ASHPALT

ITEM 411.3 - PLANT MIX

(4" DEEP)

ITEM 641. - LOAM

(4" DEEP)

ITEM 641. - LOAM

BITUMINOUS SURFACES

ITEM 417. - COLD PLANING

5 CY/100 LF


GENERAL NOTES

WEARING COURSE.

TO BE LOWERED IN GRADE TO ACCOMODATE THE

LOCATIONS WHERE THE EXISTING T.W. NEEDS

SURFACES IS INTENDED TO BE USED IN ALL

2. ITEM 417. - COLD PLANING BITUMINOUS

TO ACCOMODATE THE WEARING COURSE.

EXISTING T.W. NEEDS TO BE RAISED IN GRADE

TO BE USED IN ALL LOCATIONS WHERE THE

(ASHPALT CEMENT), PAVER SHIM IS INTENDED

1. ITEM 411.3 - PLANT MIX SURFACE TREATMENT

HIGH STRENGTH (QC/QA TIER 2)


19.5 CY/100 LF

ITEM 304.301 - CRUSHED GRAVEL(8" DEEP)



11.2 CY/100 LF


19.5 CY/100 LF


2.5 CY/100 LF/FT OF WIDTH (8" DEEP)


(8" DEEP)



16.6 CY/100 LF


(8" DEEP)


ITEM 304.1 - SAND (F)(8" DEEP)



8.0 CY/100 LF


5 CY/100 LF


(8" DEEP)



(8" DEEP)



(8" DEEP)


ITEM 304.1 - SAND (F) 5 CY/100 LF


(8" DEEP)



13.2 CY/100 LF



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* SEE BRIDGE PHASING, NOTES, AND QUANTITIES (SHEET 19) FOR BRIDGE QUANTITIES


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* SEE BRIDGE PHASING, NOTES, AND QUANTITIES (SHEET 19) FOR BRIDGE QUANTITIES

NOT TO SCALE

NH ROUTE 11

OVERLAY PAVEMENT MATCH

LIMIT OF WORK

STA. 515+00

TO NEW DURHAM

FOR VARYING FIELD CONDITIONS OR CHANGES IN SINGLE COURSE DEPTH

NOTE: THE LENGTH OF THE TAPER MAY BE ADJUSTED AS ORDERED TO PROVIDE

(2" WEARING COURSE)

HIGH STRENGTH, (QC/QA TIER 2)


(2" WEARING COURSE)

(QC/QA TIER 2)

METHOD, HIGH STRENGTH,

ITEM 403.11902 - HBP, MACHINE

50'± (PER 1" OF OVERLAY DEPTH)

3. SEE TYPICALS AND CROSS SECTIONS FOR MORE INFORMATION.

ENTIRETY OF THE PROJECT.

(QC/QA TIER 2) SHALL BE CONSTRUCTED FULL WIDTH FOR

2. ITEM 403.11902 - HBP, MACHINE METHOD, HIGH STRENGTH,

1. DETAILS SHOWN ARE APPLICABLE TO STEP BOX WIDENING ONLY.

GENERAL NOTES:

IF REQUIRED

BITUMINOUS PAVEMENT

ITEM 628.2 - SAWED

LIMIT OF WORK

STA. 548+00

5 FT/INCH OF DEPTH)

403.11902 (MINUMUM LENGTH =

SUBSIDIARY TO ITEM

TEMPORARY PAVEMENT FILLET -

UNKNOWN

DEPTH

PAVEMENT

EXIST.

50:1± TAPER

(2" WEARING COURSE)

(QC/QA TIER 2)

METHOD, HIGH STRENGTH,

ITEM 403.11902 - HBP, MACHINE

50'± (PER 1" OF OVERLAY DEPTH)

547+40

547+20

ITEM 403.11002

SUBSIDIARY TO

CUT PAVEMENT -

SAW OR WHEEL

TO ROCHESTER

8" GRAVEL

END CONSTRUCTION

STA 547+00

547+60 547+80

BITUMINOUS SURFACES


5 FT/INCH OF DEPTH)


SUBSIDIARY TO ITEM


UNKNOWN

DEPTH

PAVEMENT

EXIST.

50:1± TAPER

517+30

517+40ITEM 403.11002

SUBSIDIARY TO

CUT PAVEMENT -

SAW OR WHEEL

8" CRUSHED GRAVEL

8" GRAVEL

517+20517+10

BITUMINOUS SURFACES


IF REQUIRED

BITUMINOUS PAVEMENT

ITEM 628.2 - SAWED

516+00

BEGIN CONSTRUCTION

STA 517+50

8" CRUSHED GRAVEL

PAVED IN 2 LIFTS OF 2•")

(QC/QA TIER 2) (5" BINDER COURSE


5 FT/INCH OF DEPTH)


SUBSIDIARY TO ITEM


517+50

8" SAND

547+00

8" SAND


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pavematch


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10 61

C.

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1:1

GENERAL NOTES

(12' PER LAYER)

ITEM 595.3 - PRIMARY GEOGRID

ITEM 203.601 - EMBANKMENT-IN-PLACE

ITEM 206.1 - COMMON STRUCTURE EXCAVATION

ITEM 641. - LOAM (4" DEEP)

WITH MULCH AND TACKIFIERS

ITEM 646.3 - TURF ESTABLISHMENT

1'

4' 12' 6'

1' 1'11'11'

NOT TO SCALE

existi

ng e.

p.

APPROX. 3'

(4' END WRAP PER LAYER)

SEPARATION CL.2, NON-WOVEN

ITEM 593.221 - GEOTEXTILE;

BARRIER FOR TRAFFIC CONTROL

ITEM 606.417 - PORTABLE CONCRETE

existin

g ro

w

W/ TWO-LANE SHIFTED TRAFFIC CONTROL

REINFORCED SOIL SLOPE STA. 519+75 - 521+75 LT

GRI

D

TWO-LANE SHIFTED TRAFFIC CONTROL PLAN VIEW

NOT TO SCALE

WORK AREA

(8" DEEP)


BEING REOPENED TO TRAFFIC.

CONSTRUCTED IN ITS ENTIRETY BEFORE

4. REINFORCED SOIL SLOPE SHALL BE

MINIMUM 4' EMBEDMENT.

SEPARATION CL.2, NON-WOVEN WITH A

ITEM 593.221 - GEOTEXTILE;

BE WRAPPED AT THE SLOPE FACE WITH

SOIL BETWEEN GEOGRID LAYERS SHOULD

3. DUE TO THE SLOPE STEEPNESS, THE

EXISTING R.O.W., WHICHEVER IS CLOSER.

PROHIBITED BY SLOPE LINES OR

MANY LAYERS AS PRACTICAL UNTIL

NOT ALLOW FOR 5 LAYERS, INSTALL AS

LAYERS WHERE POSSIBLE. IF SPACE DOES

2. INSTALL UP TO 5 LAYERS OF GEOGRID

GRAVEL AND GRAVEL SUBGRADE LAYERS.

BEGINNING BETWEEN THE CRUSHED

SHALL BE INSTALLED AT 8" SPACING

1. ITEM 595.3 - PRIMARY GEOGRID

(8" DEEP PER LAYER)

GRAVEL (F)

ITEM 304.2 -

(see x-sections)

16" pvc waterline

GRAVEL (8" DEEP)

ITEM 304.301 - CRUSHED

9' MIN.

TEST LEVEL 2

DEVICE (NON-REDIRECTIVE)

IMPACT ATTENUATION

ITEM 606.9522 - TEMPORARY

TEST LEVEL 2

DEVICE (NON-REDIRECTIVE)

IMPACT ATTENUATION

ITEM 606.9522 - TEMPORARY

TRAFFIC CONTROL

BARRIER FOR

PORTABLE CONCRETE

ITEM 606.417 -


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DE

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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

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ON

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SLOPE DETAIL

REINFORCED SOIL

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02/2017

11 61

8'-6" STEEL POSTS (NU-GUARD-31)

ITEM 606.15806 - BEAM GUARDRAIL,

11 etuoR HN

517 518 519 520 521522

523524

1

0M

C2

X

w

g

wgwg

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

P 2393

EXIST. R.O.W.

FA 216-D

EXIST. R.O.W.

P 2393

EXIST. R.O.W.

FA 216-D

EXIST. R.O.W.

ip

an

an

an

an

cb

w

NULL

cb c

b

di

mb

bndnh

ornorn

ldrds

5

mtl b

18"

RC

P

STA. 515+80

BEGIN CONSTRUCTION

A

N 40°04'47.62" E

N 16°00'09.31" E

N 12°18'37.95" W

N 20°25'02.63" W

N 5°23'18.96" W

SCALE 1" = 50'

PLAN VIEW

SWALE ALIGNMENT BEARINGS

3:1 3:1

VARIES

1'1' 8'

EASE.

PER

M.

DR

AI

NA

GE


SH

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CH

EC

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DE

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DA

TE

DA

TE

DA

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ER

DA

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ST

ATI

ON

ST

ATI

ON

DE

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ON

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ON

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16212swale_det


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DETAIL

TREATMENT SWALE

DT

B

C.

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12 61

E = 0.02'

L = 0.42'

R = 1.00'

T = 0.21'

Ç = 24°04'38.31" LT

E = 1150988.20

N = 316998.15

PI= 0+83.92

MC2X Curve No. 1

E = 4.70'

L = 74.12'

R = 150.00'

T = 37.83'

Ç = 28°18'47.26" LT

E = 1151029.50

N = 317142.16

PI= 2+33.73

MC2X Curve No. 2

E = 0.17'

L = 5.25'

R = 20.00'

T = 2.64'

Ç = 15°01'43.66" RT

E = 1151000.96

N = 317239.25

PI= 3+33.63

MC2X Curve No. 4

E = 0.10'

L = 5.66'

R = 40.00'

T = 2.83'

Ç = 8°06'24.68" LT

E = 1151018.72

N = 317191.54

PI= 2+82.72

MC2X Curve No. 3

GENERAL NOTES:

MORE INFORMATION.

3. REFER TO SWALE CROSS SECTIONS FOR

BACK INTO STONE FOR A LENGTH OF 5'.

2, WRAP GEOTEXTILE AT THE EDGE OF RIVER

DEPTH OF STONE

1. ALL GEOTEXTILE SHALL WRAP TO FULL

TYPICAL

TREATMENT SWALE

NOT TO SCALE

existing ground

VARIES

3'

(WILDLIFE FRIENDLY)

STABILIZATION TYPE B

ITEM 645.42 - TEMPORARY SLOPE

(WILDLIFE FRIENDLY)

STABILIZATION TYPE B

ITEM 645.42 - TEMPORARY SLOPE

PROFILE VIEW

2+001+000+00 3+00 3+61

NAVD88=220

25

8.

4

25

7.

6

256.

0

24

7.

66

25

4.

3

24

7.

41

25

2.

0

24

7.

16

24

7.

8

24

6.

91

24

5.

7

24

5.

67

24

0.

8

24

0.

82

23

9.

4

23

9.

44

230

250

240

230

VARIES

-0.50%

7:1

APPR

OX.

SWALE MC2X

STA 2+83

END SWALE

STA 0+84

BEGIN SWALE

TOLERANT SEED

ITEM 644.82. - GRASS

STA. 1+04 TO STA. 2+83

(4" DEPTH)

ITEM 647. - LOAM

STA. 2+83 TO STA. 3+60

NOT TO SCALE

6'


ESTABLISHMENT WITH

ITEM 646.3 - TURF

(4" DEEP)

ITEM 641. - LOAM

(4" DEEP)

ITEM 641. - LOAM


ESTABLISHMENT WITH

ITEM 646.3 - TURF

TYPICAL

STONE OUTLET

FILL, CLASS C

ITEM 585.3 - STONE

8

8

(SEE STONE OUTLET TYPICAL)

CONSTRUCT CLASS C STONE FROM @ 2+83 TO 3+61

CONST. CLASS C STONE APRON 20' LONG @ INV IN

SWALE INV OUT = 246.7'

18" INV IN = 247.7'

(SEE TREATMENT SWALE TYPICAL)

CONSTRUCT TREATMENT SWALE

STA 0+84 TO 2+83 (SWALE ALIGNMENT)

STA 524+17 LT 83.7' TO 522+83 LT 304.5'(MAINLINE)

1"= 10' VERT.

1"= 50' HORIZ.

SCALE:

RIVER

COCHECO

STA. 524+17.50. NH ROUTE 11

STA. 00+00.00, PIKE SWALE =

ED

GE

OF

RI

VE

R

HEADER

CONSTRUCTION Å

Exist. Ground

CONSTRUCTION Å

FINISHED GRADE

ELEV. 247.7

SWALE INLET

CONTROL CLASS 2, NON-WOVEN

ITEM 593.421 - GEOTEXTILE: PERM.

STRUCTURE EXCAVATION

ITEM 206.1 - COMMON

(2' DEEP)

FILL, CLASS C

ITEM 585.3 STONE

FILL, CLASS C (2' DEEP)

ITEM 585.3 STONE

@ STA.2+83 ELEV. 246.7'

MATCH TO EXISTING DITCHPC

522

+89.4

4

522523

524

525

S 55°-40'-58.1" E

N 40°04'47.62"

E

PT = 0+84.13PC = 0+83.71

PC = 1+95

.89

PT = 2+70.02

PT = 2+85.55

PC = 2+79.89

PT = 3+36.23

PC = 3+30.99

N 16°00'09.31"

E

N 5°23'18.96"

WN 20°25'02.63"

W

N 12°18'37.95"

W

1

2

3

POE = 3+61.10

0

STA 0+00.0

STA 524+17.5 =

MC2

X

MC2

X

1

2

34

wg

mb

an

an

cb

NULL

mb

mh

u

post

4'h mtl

maple

2'c

orn

orn

ldrds

5

mtl b

tnks

prop

2LINE ONLY

CLEAR TO SLOPE

LINE

CLEARING

asph drive

drive

asph

wood

story

1•

spp

12"

drive

asph

10"cip

bgr

parking

asph

wd

sty

1

parking

asph

parking

asph

blk

cnc

sty

1

stor

ageme

tal1

story

asph l

ot

TYPICAL INSTALLATION

EDGE OF PAVEMENT

TERMINAL UNIT DELINEATION

DEPARTURE APPROACH

(MI

N.)

(MI

N.)

EDGE OF PAVEMENT


16212

DGN

termunitdelin



TERMINAL UNIT DELINEATION

13 61

REVISION DATE

9-1-2016

6"

6"

5'- 0"

5'- 0"

2'-0" 2'-0"

TRAFFIC

2'-0"

2'-0"

WITH POST (GREEN)

SINGLE DELINEATOR

ITEM 621.31 -

WITH POST (RED)

DOUBLE DELINEATOR

ITEM 621.32 -

DELINEATOR WITH POST

ITEM 621.32 - DOUBLE

DELINEATOR WITH POST

ITEM 621.314 - SINGLE

(NORMALLY 12" UNLESS OTHERWISE NOTED)

DRIVE PIPE - DIAMETER VARIES

(SEE NOTE NO. 4)

ITEM 304.35 - CRUSHED GRAVEL FOR DRIVES

DI

TC

H

À

SEE ROADWAY TYPICAL

VARIES

POINTS

BREAK

(0.5% MIN. - 5% MAX.)

SLOPE VARIES

DRIVEWAY

A

A

(SEE NOTE NO. 4)

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

(SEE NOTE NO. 4)


(SEE NOTE NOS. 1-3)

COURSES

ROADWAY BASE

DRIVEWAY

SLOPE OF SHOULDER

(SEE NOTE NO. 4)


(6'-0" MIN. DES.)

CURB TAPER (TYP.)

(SEE NOTE NO. 9)

CURB CUT VARIES

(5'-0" TYP.)

SIDEWALK WIDTH VARIES

12:1 MAX.

SLOPE

VA

RI

ES

SL

OP

E

SIDEWALK

SLOPE OF

SL

OP

E

(2% MAX.)

1.6% TYP.

VARIES

WIDTH

(SEE NOTE NO. 5)

RADIUS VARIES

REVEAL

7"

REVEAL

2"

CURB CUT

VARIES

2" LIP

DRIVE À

(SEE NOTE NO. 4)


18"

SIDEWALK

VARIES

PLATFORM

VARIES

VARIES VARIES

SLOPE OF SIDEWALK

DRIVEWAY

(SEE NOTE NO. 4)


BREAK POINT

FILL SECTION *

IN WIDTH OF CURB

TRANSITION LIP

VARIES (TYP.)

(6'-0" MIN. DES.)

CURB TAPER (TYP.)

2"

CURB (TYP.)

CURB (TYP.)

CURB

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

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

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

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

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

COURSES

ROADWAY BASE

CUT SECTION *

(0.5% MIN. - 5% MAX.)

SLOPE VARIES *

4:1 MAX. STEEPNESS FOR DRIVE PIPE COVER

6:1 (TYP.)

PAVEMENT

EDGE OF ROADWAY

REVEAL

2"

RAMP

EDGE OF

SHOULDER EDGE

PROFILE

(SEE DETAIL)

LIP

COURSES

ROADWAY BASE

PLAN VIEW WITH SIDEWALK RAMP

TYPICAL URBAN CURBED DRIVE IN CUT/FILL SECTION

LIP DETAIL

TYPICAL UNCURBED DRIVE IN CUT SECTION

AA

DITCH DRIVE SLOPE

GENERAL NOTES

END VIEW

1'-0"

PLATFORM

VARIES - 20'-0" MIN. DESIRABLE

PAVED APRON

VARIES (5'-0" MIN.)

A-A DRIVEWAY CROSS-SECTION

(SEE NOTE NOS. 1-3)

PAVEMENT

ROADWAY

EDGE OF

PLATFORM

VARIES - 20'-0" MIN. DESIRABLE

PAVED APRON

VARIES (5'-0" MIN.)

TYPICAL UNCURBED DRIVE IN FILL SECTION

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

* SEE NOTE NOS. 1-3

PAVEMENT

ROADWAY

EDGE OF

PAVEMENT

ROADWAY

EDGE OF

REVISION DATE

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

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

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

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

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

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

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

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

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

COURSES) FOR RESIDENTIAL DRIVES ADJACENT TO ROADWAYS WITH CONVENTIONAL

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

4. PAVEMENT AND BASE COURSE DEPTHS ARE:

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

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

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


16212

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14 61

DRIVEWAY DETAILS

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

BRIDGE CONSTRUCTION SECTION 718 PUBLISHED BY THE NHDOT2. NOTE NEW REFLECTIVITY REQUIREMENTS IN THE 2010 STANDARD SPECIFICATIONS FOR ROAD AND

OF PERMANENT SIGNING STANDARDS AND NHDOT SPECIFIC SIGNS3. REFER TO THE 2010 STANDARD PLANS FOR ROAD CONSTRUCTION AS PUBLISHED BY THE NHDOT FOR EXACT DETAILS

FOR EXACT DETAILS OF BORDERS, ETC.4. REFER TO THE LATEST EDITION OF THE STANDARD HIGHWAY SIGNS MANUAL AS PUBLISHED BY THE USDOT-FHWA

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

PERMANENT CONSTRUCTION SIGNS

SIGN TEXT LAYOUT &


SH

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DA

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NU

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DA

TE

ST

ATI

ON

ST

ATI

ON

DE

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01/2017

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15 61

6'-2"

23'-3†"23'-3†"

8†

"±

(T

YP)

2"

(TYP)

3"

1•

"

1•

"

2"

2„

"±

VARIES

1'-10"46'-7‚" OUT-TO-OUT1'-10"

(THICKNESS VARIES, 2"/LIFT MAX)

ITEM 403.12 (24'-0†")

TWO WAY TRAFFIC

PHASE 1 TRAFFIC (22'-0")

WITH PROTECTION BOARD

ITEM 538.1 (24'-3†")

ITEM 511.00 (24'-6†")

16'-2"1'-3"

10'-3"

18'-9"


ITEM 403.12 (23'-3†")

TWO WAY TRAFFIC

PHASE 2 TRAFFIC (22'-0")

15'-6"

8†

"±

1•

"

1•

"

2"

1‚

"±


ITEM 538.1 (22'-3†")

ITEM 511.00 (22'-0†")

10"6"

±

3†

"±

(ROADWAY ITEM)

2" WEARING COURSE

(ROADWAY ITEM)

COLD PLANE AS REQUIRED

(ROADWAY ITEM)

SHIM AS REQUIREDVARIES

(10'-0" PERPENDICULAR TO BOX)

12'-0" ALONG PROFILE

MEMBRANE, ITEM 511.00

REMOVE EXISTING PAVEMENT &


ITEM 403.12 (18'-10")

(2'-0" PERP TO BOX)

2'-4•" ALONG PROFILE

(T

YP)

1'-

0"

(T

YP)

1'-

0"

10•

"

(10•" PERPENDICULAR TO BOX)

12•" ALONG PROFILE

STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN

BRIDGE NO. STATE PROJECTTOWN

LOCATION

REVISIONS AFTER PROPOSAL

SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE

ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS

FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

511.02 PREPARATION FOR PARTIAL DEPTH CONCRETE BRIDGE DECK REPAIRS

ITEM NO. ITEM DESCRIPTION QUANTITY UNIT

520.01

SY

CY

SY

CY

SY

511.03 PREPARATION FOR FULL DEPTH CONCRETE BRIDGE DECK REPAIRS

CONCRETE CLASS AA

CONCRETE CLASS AA, ABOVE FOOTINGS

CONCRETE BRIDGE DECK PAVEMENT REMOVAL (F) SY

CY

THOT BITUMINOUS PAVEMENT, HAND METHOD 403.12

CYCOMMON BRIDGE EXCAVATION (F) 504.1

LF

511.00

520.0201

SUMMARY OF QUANTITIES

304.3 CRUSHED GRAVEL (F) 20

30

30

73

11

4

2

2

538.1 BARRIER MEMBRANE, PEEL AND STICK (F)

1. SPECIFICATIONS: NHDOT 2016 STANDARD SPECIFICATIONS AS AMENDED

SCOPE OF WORK

MATERIALS AND SPECIFICATIONS

- PARTIAL & FULL DEPTH CONCRETE DECK REPAIRS

- REMOVE AND REPLACE DECK PAVEMENT AND MEMBRANE

BR. NO. 135/052 US ROUTE 302 AND NH RTE 10 over NHRR (ABD):

ITEM 520.0201, CONCRETE CLASS AA, ABOVE FOOTINGS

FULL DEPTH DECK REPAIRS = 4000 psi

ITEM 520.01, CONCRETE CLASS AA

2. CONCRETE: PARTIAL DEPTH DECK REPAIRS = 4000 psi

TO THE CONTRACTOR

BRIDGE DECK PAVEMENT REMOVAL (F).

4. EXISTING DECK PAVEMENT AND MEMBRANE SHALL BE REMOVED UNDER ITEM 511.00, CONCRETE

GENERAL CONSTRUCTION NOTES

OPERATIONS BEGIN FOR EACH CONSTRUCTION PHASE.

1. PORTABLE CONCRETE BARRIER OR CHANNELIZING DEVICES SHALL BE IN PLACE BEFORE REMOVAL

APPROVED BY THE CONTRACT ADMINISTRATOR.

3. NO SCAFFOLDS SHALL BE ERECTED OR OPERATIONS CONDUCTED IN THE ROADWAY, UNLESS

EXPENSE.

TO THE BUREAU OF BRIDGE DESIGN AND REPAIRED AS DIRECTED, AT THE CONTRACTOR'S

DAMAGE EXISTING TOP OF BOX REINFORCEMENT. ANY DAMAGE SHALL BE IMMEDIATELY REPORTED

5. DURING ALL REMOVAL AND REPAIR OPERATIONS EXTREME CARE SHALL BE TAKEN NOT TO

511.02 OR ITEM 511.03.

REQUIRING PARTIAL AND FULL DEPTH DECK REPAIRS. ALL COSTS TO BE INCLUDED IN ITEM

WORK, THE EXISTING CONCRETE TOP OF BOX SHALL BE "SOUNDED" TO DETERMINE AREAS

6. AFTER REMOVAL OF EXISTING PAVEMENT AND MEMBRANE, AS REQUIRED IN THE SCOPE OF

SURFACE DRY (ALL COSTS SUBSIDIARY TO ITEM 520.01 OR 520.0201).

PLACING NEW CONCRETE, THE PREPARED AREAS SHALL BE BLAST CLEANED AND SATURATED

7. DETERIORATED AREAS OF TOP OF BOX SHALL BE PATCHED WITH CONCRETE CLASS AA. PRIOR TO

PAINT PAVE. MARKING, 4" LINE.

PAVEMENT MARKINGS SHALL BE REPLACED IN KIND WITH ITEM 632.0104, RETROREFLECTIVE

EXISTING PAINT PAVEMENT MARKINGS. UPON COMPLETION OF THE BRIDGE WORK, THE

9. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL MAKE A RECORD OF THE

THE MEMBRANE FROM DAMAGE IN ACCORDANCE WITH 538.3.2.

SPECIAL PROVISION 520.0021X SECTION 3.9.1. PROTECTION BOARD SHALL BE USED TO PROTECT

8. ITEM 538.1, BARRIER MEMBRANE, PEEL AND STICK (F), SHALL BE INSTALLED AS DETAILED IN

**

600

3200

632.0104 RETROREFLECTIVE PAINT PAVE. MARKING, 4" LINE LF

LF

1600 LF

PREFORMED RETROREFLECTIVE TAPE, TYPE I (REMOVABLE) 4" LINE 632.1104

120

86

** NOT A ITEM TOTAL

STRUCTRUAL STEEL (F)

BEAM GUARDRAIL (BRIDGE APPROACH UNIT) 606.1285

550.101

4 U

LB840

25STEEL BEAM FOR BEAM GUARDRAIL 606.000

A METHOD OF PROTECTION IN PLACE FOR FALLING DEBRIS.

TEMPORARY STRUCTURES OR OTHER SUCH METHODS AS APPROVED. THE CONTRACTOR SHALL HAVE

PAID UNDER ITEM 520.0201 AND SHALL INCLUDE THE ERECTION, MAINTENANCE, AND REMOVAL OF

FALL INTO THE WATERWAY BELOW THE EXISTING STRUCTURE. ALL COSTS SHALL BE

2. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO INSURE THAT DEBRIS DOES NOT

TO THE SATISFACTION OF THE ENGINEER.

THEIR EXPENSE, ALL REMAINING COMPONENTS DAMAGED AS A RESULT OF THEIR MEANS AND METHODS

BASE PLATES AND ANCHORAGE SHALL REMAIN. THE CONTRACTOR SHALL REPAIR OR REPLACE, AT

W-BEAM RAIL FROM THE EXISTING BRIDGE RAIL SYSTEM. ALL EXISTING BRIDGE RAIL POSTS,

10. ITEM 202.7 (ROADWAY ITEM) SHALL INCLUDE THE REMOVAL AND DISPOSAL OF THE DOUBLE NESTED

NUMBER FOR THIS BRIDGE IS 2-2-1-8.

WILL BE FORWARDED TO THE SUCCESSFUL BIDDER UPON REQUEST. THE FILE

THE BIDDING PERIOD. A COMPLETE SET OF AVAILABLE EXISTING BRIDGE PLANS

WEBPAGE AT nhdot.com IN THE SPECIFIC PROJECT'S PROPOSAL PACKAGE DURING

EXISTING BRIDGE PLANS ARE AVAILABLE ON-LINE ON THE INVENTATION TO BID

ADVANCING THE WORK. TO ASSIST THE CONTRACTOR IN PREPARING A BID, THE

FEATURES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO

DISCREPANCIES IN DIMENSIONS, CHARACTER, OR EXTENT OF THE EXISTING

ADJUSTMENTS REQUIRED TO PROPERLY REHABILITATE THE BRIDGE. ANY

ELEVATIONS OF THE EXISTING STRUCTURES AND BE PREPARED TO MAKE ANY

ELEVATIONS. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND

PLANS AND DO NOT NECESSARILY REPRESENT "AS BUILT" DIMENSIONS AND

AND ELEVATIONS SHOWN ON THESE PLANS WERE TAKEN FROM ORIGINAL BRIDGE

THE CONTRACTOR SHOULD BE AWARE THAT EXISTING STRUCTURE DIMENSIONS

403.61 PAVEMENT JOINT ADHESIVE (BRIDGE BASE)

**

**

632.1304 BLACKOUT PAVEMENT MARKING TAPE, TYPE 1 (REMOVABLE), 4" LINE

$ 1002.1 REPAIRS OR REPLACEMENTS AS NEEDED - BRIDGE STRUCTURES *

* NOT A BID ITEM

FT

SUBDIRECTORY

BRC\ 16212phasing

.DGN LOCATOR

NH ROUTE 11 over RATTLESNAKE RIVER

FARMINGTON

PHASING, NOTES, & QUANTITY BOX

134\132 16212

1 4

XX/XXXXX

XXX XX/XX

1/17SMG131-1-1

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

1/17WPS

SMG 1/17

1/17WPS

AS NOTED 16 61

PHASE 1 CONSTRUCTION

SCALE: ‚" = 1'-0"

À BRIDGE

PROFILE GRADE LINE

À CONSTRUCTION &

PROPOSED GRADE

EXISTING AND

(ROADWAY ITEM)

FOR TRAFFIC CONTROL (20' SECTION)

PORTABLE CONCRETE BARRIER

(TOP 10•" THICK)

(BANK 6" IN 24'-6")

BOX CULVERT

EXISTING CONCRETE

CONCRETE (TYP)

DETERIORATED

520.0201 (TYP)

ITEMS 511.03 &520.01 (TYP)

ITEMS 511.02 &


SCALE: ‚" = 1'-0"

À BRIDGE

PROFILE GRADE LINE

À CONSTRUCTION &

PROPOSED GRADE

EXISTING AND

(ROADWAY ITEM)

FOR TRAFFIC CONTROL (20' SECTION)

RELOCATED PORTABLE CONCRETE BARRIER

520.01 (TYP)

ITEMS 511.02 &

520.0201 (TYP)

ITEMS 511.03 &


SCALE: ‚" = 1'-0"

À BRIDGE

PROFILE GRADE LINE

À CONSTRUCTION &

CROSS SLOPE, AND SUPER ELEVATION INFORMATION

SEE ROADWAY SHEETS FOR PROFILE,SCALE: ‚" = 1'-0"

PROFILE SECTION

STA 530+38.56

À BRIDGE AT

(ROADWAY ITEM)

2" WEARING COURSE


ITEM 538.1

GRADE

APPROX EXISTING

GRADE

PROPOSED FINISHED

COMPACTED TO 100% (TYP)

IN 8" MAX LAYERS,

ITEM 304.3, CONSTRUCTED

THICKNESS VARIES

EXISTING PAVEMENT

(TYP)

ITEM 504.1

PAY LIMITS,

(ROADWAY ITEM) (TYP)

PAVEMENT (1" DEEP)

SAWED BITUMINOUS

3'-1•" 3 SPACES @ 4'-2" = 12-6"

PAY LIMIT, ITEM 606.1285 = 25'-0"

3'-1•"

PAY LIMIT, ITEM 550.101 = 15'-0"

PAY LIMIT, ITEM 606.1285 = 25'-0" PAY LIMIT, ITEM 202.7 (DBL



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SCOPE OF WORK

FOR RAIL DETAILS SEE BRIDGE SHEET 2 OF 4

FILE S-7-1-1.

THE BIDDING PERIOD. THE FILE NUMBERS FOR BRIDGE FARMINGTON 134/132: FILE 2-2-1-8 AND

EXISTING BRIDGE PLANS MAY BE VIEWED AT THE NHDOT, BUREAU OF BRIDGE DESIGN OFFICE. DURING

EXISTING BRIDGE PLANS

- INSTALL BEAM GUARDRAIL (BRIDGE APPROACH UNITS)

- MODIFY EXISTING BRIDGE RAIL AS NOTED ON THE PLANS OR AS DIRECTED

SUBDIRECTORY .DGN LOCATOR

PRJ\CUTSHEET

SUBDIRECTORY

PRJ\CUTSHEET 16212Brrail

.DGN LOCATOR


FARMINGTON

GENERAL PLAN AND ELEVATION & DETAILS

134\132 16212

2 4

NHDOT

NHDOT 5/16

131-1-1

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

5/16WPS

WPS 1/17

5/16TEXAS/JSZ

AS NOTED 17 61

‚"

A

A

4•"

B B

CAP ENDS

SCALE: 1•" = 1'-0"

END POST DETAIL

ITEM 606.1285

(SPCB) STEEL POST

ITEM 606.1285

(SP) STEEL POST

(TYP)

DRAIN HOLE

10'-6ƒ"

10'-11‚"

BLOCKOUT

COMPOSITE

SPLICE BAR

TUBE

RAIL

OR WELDED LUG

‚" Â PIN (DRIVING FIT)

1'-3"

1'-0"

1‚"

1'-0"

À POST

SECTION A-A

TYPICAL SPLICE

RAIL END POST

À PROPOSED BRIDGE

BLOCK

OFFSET

2'-7"

TY

P

FINISH GRADE

PROPOSED ROADWAY

APPROXIMATE

RI

VE

R

RA

TT

LES

NA

KE

N

NH 11 N.B. TO ALTON

EAST RAIL APPROACH UNIT EAST RAIL APPROACH UNIT

EAST RAIL PLAN

EAST RAIL ELEVATION

SCALE: ‚" = 1'-0"

(WEST RAIL SIMILAR)

SCALE: ‚" = 1'-0"

(WEST RAIL SIMILAR)

= 12'-6"

NESTED) AND ITEM 606.000

5•"4"

3"

10"4"

4"

2"

2'-7"

5•"4"

3"

10"4"

4"

2"

2'-7"

OF

PO

ST)

VA

RI

ES (

TO

P

OF

PO

ST)

VA

RI

ES (

TO

P

4"5‡"

7„

"

1„"

1„"

1'-1•"

5‡"

7„

"

1'-

2"

2'-

7"

4"

1„"

1„"

1‚"

4‚

"9"

1ƒ

"

TY

PE

A:

1'-

3"

3„

"4"

4"

3‡

"

8†

"9"

1ƒ

"

3„

"4"

4"

8‚

"



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

10/1/09

3/6/91

GENERAL NOTES

THREE POSTS.

(5) EACH PIECE OF RAIL TUBING SHALL BE ATTACHED TO A MINIMUM OF

SHEET 1 OF 2.

(6) FOR BRIDGE RAIL POST SPACING, SEE GUARDRAIL PLAN AND ELEVATION

WELDS ARE PERMITTED ON RAIL TUBING WITHIN A CONTINUOUS LENGTH.

WITH A SPLICE BAR (SEE SPLICE BAR DETAILS). NO TRANSVERSE BUTT

40 FEET OR LESS IN LENGTH. IN OTHER CASES, TUBING SHALL BE SPLICED

(4) STRUCTURAL TUBING SHALL BE SUPPLIED AS ONE PIECE FOR BRIDGE RAIL

GALVANIZED MATERIAL SHALL BE PROPERLY STORED.

A123). GALVANIZED SURFACES SHALL HAVE A UNIFORM APPEARANCE AND

CONFORMANCE WITH AASHTO M232 (ASTM A153) AND AASHTO M111 (ASTM

(3) ALL STEEL COMPONENTS SHALL BE GALVANIZED AFTER FABRICATION IN

FLASH.

(11) THE DIFFERENCE BETWEEN THE OUTSIDE DIMENSIONS OF SPLICE BARS AND THE

USED TO FINISH SLOTTED HOLES IF MECHANICALLY GUIDED.

(7) BOLT HOLES SHALL BE DRILLED OR PUNCHED. FLAME CUTTING MAY BE

ADDITIONAL „ TURN.

THE CONCRETE SHALL BE TIGHTENED TO A SNUG FIT AND GIVEN AN

(8) NUTS FOR THREADED ANCHOR STUDS CONNECTING THE BASE PLATE TO

IN ITEM 606.1285, BEAM GUARDRAIL (BRIDGE APPROACH UNIT).

RAIL LIMITS UP TO THE SPLICE TO THE BRIDGE RAIL SHALL BE INCLUDED

BRIDGE RAIL AND THE STRUCTURAL TUBING REQUIRED WITHIN THE APPROACH

(2) SPLICE BARS REQUIRED FOR THE CONNECTION OF THE APROACH RAIL TO THE

(12) FOR END POST DETAILS SEE BRIDGE SHEET 1 OF 2

SPECIFICATIONS AND ASTM A780.

THICKNESS EQUAL TO THE ORIGINAL COATING ACCORDING TO THE STANDARD

GALVANIZING REPAIR PAINT, HAVING MIN. 94% ZINC BY WEIGHT, TO A

PRETREATED, AND PAINTED WITH TWO COATS OF ORGANIC ZINC-RICH

DAMAGED AREAS OF GALVANIZING SHALL BE THOROUGHLY CLEANED,

GALVANIZING, EXCEPT AS ALLOWED FOR INSTALLATION OF DELINEATORS.

(9) NO PUNCHING, DRILLING, CUTTING OR WELDING SHALL BE PERMITTED AFTER

- A307: RAIL BOLTS, NUTS, AND WASHERS

- ASTM A36: PIPE SLEEVES, RAIL SPLICE BARS

- ASTM A500 GRADE B: STRUCTURAL TUBING

SLEEVES TO THE LIMITS SHOWN ON THE PLANS.

RAIL ASSEMBLY BOLTS, NUTS, WASHERS, STRUCTURAL TUBING, AND PIPE

(1) ITEM 550.101, STRUCTRURAL STEEL (F), SHALL INCLUDE OFFSET BLOCKS,

FABRICATION TO ENSURE THAT THE PROPOSED RAIL HEIGHT IS ACHIEVED.

AND HOLE LAYOUT RELATIVE TO PROPOSED PAVEMENT ELEVATIONS PRIOR TO

SHALL VERIFY EXISTING DIMENSIONS AND PROPOSED OFFSET BLOCK HEIGHT

AND WERE USED TO LAYOUT THE HOLES IN THE OFFSET BLOCK. CONTRACTOR

SURFACE GIVEN IN THE EXISTING BRIDGE RAIL SECTION ARE APPROXIMATE

(10) REVEAL AND POST HEIGHT DIMENSIONS RELATIVE TO THE PAVEMENT

SUBDIRECTORY

PRJ\CUTSHEET 16212Brrail

.DGN LOCATOR


FARMINGTON

BRIDGE & APPROACH RAIL (STEEL)

134\132 16212

3 4

NHDOT

NHDOT 5/16

131-1-1

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

5/16WPS

WPS 5/16

3/90TEXAS/JSZ

AS NOTED 18 61

C

C

SCALE: …" = 1'-0"

APPROACH RAIL LAYOUT

@ 1'-6ƒ" = 9'-4•"

6 SPACES

(SPCB) TYPE POSTS (SP) TYPE POSTS

@ 2'-1" = 6'-3"

3 SPACES

DIRECTION OF TRAFFIC

LAP BEAM SECTIONS IN

RAIL

FACE OF

SEE DETAIL A

BEAM GUARDRAIL

ROADWAY

(I.E. ONE SET INSIDE THE OTHER)

DOUBLE NESTED W-BEAM SECTIONS

(TYP)

6'-3"

CURB

FACE OF

3'-1•"

= 6'-3"

BEAM GUARDRAIL (BRIDGE APPROACH UNIT)

RAIL POST

EXISTING BRIDGE

PAY LIMIT = 25'-0", ITEM 606.1285

SCALE: 1•" = 1'-0"

ITEM 550.101)

(ALL COSTS INCLUDED IN

BOLTS WITH HEX NUTS AND WASHERS

À †" Â BUTTON HEAD OR HEX HEAD

IN ITEM 550.101)

(ALL COSTS INCLUDED

SLEEVE AND WASHERS

EXTRA STRONG PIPE

1‚" Â x 2„"

(ALL COSTS INCLUDED IN ITEM 550.101)

CARRIAGE HEAD BOLT WITH HEX NUT AND WASHER

À †" Â BUTTON HEAD OVAL SHOULDER BOLT OR

(USE EXISTING SLOTTED HOLE IN POST)


BRIDGE POST FOR NEW †" Â BOLTS

FIELD DRILL ƒ" Â HOLES IN EXISTING

SCALE: 1•" = 1'-0"

ITEM 550.101)


BOLTS WITH HEX NUTS AND WASHERS

À †" Â BUTTON HEAD OR HEX HEAD

IN ITEM 550.101)

(ALL COSTS INCLUDED

SLEEVE AND WASHERS

EXTRA STRONG PIPE

1‚" Â x 2„"


CARRIAGE HEAD BOLT WITH HEX NUT AND WASHER

À †" Â BUTTON HEAD OVAL SHOULDER BOLT OR

(USE EXISTING SLOTTED HOLE IN POST)


BRIDGE POST FOR NEW †" Â BOLTS

FIELD DRILL ƒ" Â HOLES IN EXISTING

EAST BRIDGE RAIL OFFSET BLOCK DETAIL WEST BRIDGE RAIL OFFSET BLOCK DETAIL

ITEM 550.101)


TS 4"x 3"x ‚" (TYP)

STRUCTURAL TUBE MEMBER

ITEM 550.101)


TS 4"x 3"x ‚" (TYP)

STRUCTURAL TUBE MEMBER

(W6x20)

EXISTING BRIDGE POST

(W6x20)

EXISTING BRIDGE POST

ITEM 606.000

12 GA. STEEL

W-BEAM SECTION

FACE OF RAILITEM 606.000

12 GA. STEEL

W-BEAM SECTION

FACE OF RAIL

(TYPE A: 4 REQUIRED, TYPE B: 4 REQUIRED)

(BRIDGE POSTS ONLY)


MEMBER TS 6"x 4"x ‚", 1'-3" LONG)

OFFSET BLOCK TYPE A (STRUCTURAL TUBE(BRIDGE POSTS ONLY)


MEMBER TS 6"x 4"x ‚", 1'-3" LONG)

OFFSET BLOCK TYPE B (STRUCTURAL TUBE

W-BEAM

SCALE: 1" = 1'-0"

DETAIL A

(SEE SPECIAL PROVISIONS)

(NOMINAL) x 1'-2" LONG)(TYP)

W-BEAM GUARDRAIL (8" DEEP

COMPOSITE BLOCKOUT FOR

WITH STANDARD WASHER & HEX NUT

2•" MINIMUM THREAD LENGTH AND

†" Â B.H. BOLT, 15" LONG WITH

STEEL POST

W6x8.5x 7'-0"

8'-0" (

TY

P)

4"

6…" 6„"

(TYP)

1ƒ"

À RAIL POST

SCALE: 1•" = 1'-0"

SIDE VIEWFRONT VIEW

3"

POST FLANGE

À ƒ" Â HOLE IN

8"

(SP) TYPE POST

APPROACH RAIL POST (W6 x 25)

HOLES (TYP)

À ƒ"x 1‚" SLOTTED

1ƒ"

(4 PLACES)

•" Â HOLE

W6 x 8.5

(SPCB) TYPE POST

STEEL POST 7'-0"

SCALE: 1•" = 1'-0"

FRONT VIEWSIDE VIEWG

NOT TO SCALE

OUTSIDE RADIUS (TYP)

‚" MINIMUM

MAX.

2…"

MA

X.

3…

"

(TYP)

‚"

AS REQUIRED (TYP)

WELD AND GRIND SMOOTH

(TYP) 1Œ

"

‚"

1Œ

"

SPLICE BAR DETAILS

SPLICE BAR FABRICATION OPTIONS

(TYP)

4Œ"x ‚"x 2'-0" LONG

BENT PLATE

TUBE

G

PLATE

‰" CAP

DRAIN HOLE

1" Â HALF ROUND

SCALE: 3" = 1'-0"

(SECTION B-B)

RAIL CAP DETAIL

2'-8" (MINIMUM)

2

1

1"

SCALE: 1" = 1'-0"

BLOCKOUT

COMPOSITE

SPLICE BOLT (TYP)

†" Â A307 B.H.

FACE OF RAIL

FINISH GRADE

ROADWAY

SECTION C-C (POST RAIL ASSEMBLY)

WITH THE TOP OF ROADWAY

SOIL SHALL BE LEVEL

EDGE OF PAVEMENT

STEEL POST

W6x8.5x 7'-0"

TS 6"x 4"x ‚"

SCALE: 2" = 1'-0"

AND RAIL POST

À OFFSET BLOCK

OFFSET BLOCK

FRONT OF

OFFSET BLOCK

BACK OF

(BACK SIDE)

DRILL ƒ" Â HOLES

(FRONT SIDE)

DRILL ƒ" Â HOLES

(2 AT CENTER)

SLOTS (FRONT SIDE)

ƒ"x 1‚" Â HORIZONTAL

OFFSET BLOCK DETAILS

(TYPE A: 4 REQUIRED, TYPE B: 4 REQUIRED)

OFFSET BLOCK

TOP OF

TY

PE

A:

TY

PE

B:

TY

PE

A:

TY

PE

B:

(TYPE A SHOWN, TYPE B SIMILAR EXCEPT AS NOTED)

SECTION C-C (POST RAIL ASSEMBLY)

SCALE: 1" = 1'-0"

EXISTING BRIDGE RAIL SECTION

AND FACE OF RAIL

FACE OF CURB

2'-

4"

NW

2'-

8"

NE

SEE NOTE 9

TO REMAIN

AND ANCHORAGE

POST, BASE PLATE

W6x20 RAIL

TO BE REMOVED (ITEM 202.7)

HARDWARE AND OFFSET BLOCK

W-BEAM GUARDRAIL (DBL NESTED),



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

PHASE 1 TRAFFIC CONTROL

SCALE: 1" = 20'-0"

PHASE 2 TRAFFIC CONTROL

SCALE: 1" = 20'-0"

SUBDIRECTORY

BRC\ 16212traffic

.DGN LOCATOR


FARMINGTON

TRAFFIC CONTROL

134\132 16212

4 4

XX/XXXXX

XXX XX/XX

XX/XXXXX131-1-1

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

XX/XXXXX

SMG 1/17

1/17WPS

AS NOTED 19 61

528

529530 531 532 533 534

4" SSLW (TAPE)

4" SSLW (TAPE)

4" DSLY (TAPE)

(ROADWAY ITEM)

FOR TRAFFIC CONTROL (20' LONG)

PORTABLE CONCRETE BARRIER

(ROADWAY ITEM)

DEVICE (TYP)

IMPACT ATTENUATION

N

(ROADWAY ITEM)

TEMPORARY LIGHT

mb

mbmb

an

an

anan

an

an

cb

cb

bnd

di

m h

u

NU

LL

an

post

mb

lp

cb

asph c

urb

orn

bottom

w/asph

conc

supports

w/ roof

3 cnc is.

spruces

EASE.

PERM. STRUCTURE

EASE.

PERM. DRAINAGEEASE.

PERM. GUARDRAIL

528

529530 531 532 533 534

N

4" SSLW (TAPE)

4" SSLW (TAPE)

4" DSLY (TAPE)

(ROADWAY ITEM)

FOR TRAFFIC CONTROL (20' LONG)

RELOCATED PORTABLE CONCRETE BARRIER

(ROADWAY ITEM)

DEVICE (TYP)

RELOCATED IMPACT ATTENUATION

(ROADWAY ITEM)

TEMPORARY LIGHT

RELOCATED

mb

mbmb

an

an

anan

an

an

cb

cb

bnd

di

m h

u

NU

LL

an

post

mb

lp

cb

asph c

urb

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ash

bottom

w/asph

conc

ash

supports

w/ roof

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spruces

EASE.

PERM. STRUCTURE

EASE.

PERM. DRAINAGEEASE.

PERM. GUARDRAIL

MODEL

GEN01

SCALE IN FEET

50 0 50 100

MA

TC

H

TO

SH

EE

T

GE

N02


SH

EE

T

CH

EC

KE

D

AS

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LT

DE

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DA

TE

DA

TE

DA

TE

DA

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NU

MB

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ATI

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ST

ATI

ON

DE

SC

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RE

VI

SI

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S

AF

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R

PR

OP

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AL

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16212genplans


SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN


GENERAL PLANS

MS

H

C.

SP

ET

EL

UN

AS

12/2016

02/2017

20 61

PT 515

+4

4.9

5

PC

519

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PT 521+7

4.0

3

PC

522

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4

514515 516 517 518 519 520 521

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524

525

526

527

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2

3

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STA 0+00.0

STA 524+17.5 =

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X

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PSS1E

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EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

WAYNE L.

CARDINAL,

n/f

MELVIN

WOODMAN,

n/f

MELVIN G.

WOODMAN,

n/f

FAMILY TRUST

409 ROUTE 11

1

INC.

PIKE INDUSTRIES,

2

PROPERTIES LLC

STEVEN COPPOLA

3

INC.

PIKE INDUSTRIES,

5

& MARY L.

ELMER W. III

BARRON,

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EXIST. R.O.W.

FA 216-D

EXIST. R.O.W.

P 2393

EXIST. R.O.W.

FA 216-D

EXIST. R.O.W.

REVOCABLE LIVING TRUST

AND SALLY I. RIELY

ROBERT A. RILEY

2-1

EXIST. R.O.W.

mb

mb

mbmb

ip

an

an

an

an

an

an

an

cb

cb

cb

cb

bnd

gp

gp

gl

fp

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w

NULL

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cb

gp

hy

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conc

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SLOPE LINE

SLOPE LINE

SLOPE LINE

LINE ONLY

CLEAR TO SLOPE

LINE

CLEARING

STA. 515+80

BEGIN CONSTRUCTION

STA. 515+00

BEGIN APPROACH

SAVE 7 TREES

QML

A

B

EAS

E.

PE

RM.

DR

AI

NA

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SIGHT LINE EASEMENT

EASE.

DRAINAGE PERM.

EASE.

DRAINAGE

PERM.

EASE.

PERM. GUARDRAIL

REMOVE

REMOVE

REMOVE

REMOVE

REMOVE

DO NOT REPLACE

REMOVE CURVE SIGN,

REMOVE

REMOVE

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131

135

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167

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132

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362

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169

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362

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MODEL

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SCALE IN FEET

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MA

TC

H

TO

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UN

AS

12/2016

02/2017

21 61

PT 530

+31.4

1

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532

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0.6

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PT

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4

527

528

529530 531 532 533 534 535 536 537 538 539

S 22°-17'-37.9" E CONSTRUCTION Å

GRID

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I

EXIST. R.O.W.

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

& KRISTIE J.

STEVEN C.

MCDUFFEE,

6

INC.

PROPERTIES,

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ELAINE C.

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PERM. STRUCTURE

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141

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"use caution

139

362

vz163

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drive

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138

362

psnh

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drive

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165

378

129

137

362

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no

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asph

137A

362

psnh

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1

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130

136

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brick

story

1

asp

h

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11 etuoR HN

MODEL

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SCALE IN FEET

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MA

TC

H

TO

SH

EE

T

GE

N 02


SH

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16212

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16212genplans


SD

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SE

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NE

W

DE

SI

GN


GENERAL PLANS

MS

H

C.

SP

ET

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AS

12/2016

02/2017

22 61

PC

54

6+4

9.5

3

PC

C

54

8+88.2

0

539 540 541 542 543 544 545 546 547 548549

550

551

552

S 21°-35'-56.7" E

GRID

MC1M

NOITCURTSNOCÅ

EXIST. R.O.W.

EXIST. R.O.W.

EXIST. R.O.W.

EXIST.

R.R.R.O.

W.

ANCTIL, WILLIAM B.

AUBERT, THOMAS R. &

14ANCTIL, WILLIAM B.

AUBERT, THOMAS R. &

15

FOUNDATION

FRISBIE

11

HOSPITAL

MEMORIAL

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JAS JON,

####

(DOT)

OF NH

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####

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9

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CLEARING LINE

SLOPE LINE

CLEARING LINE

SLOPE LINE

STA. 547+20

END CONSTRUCTION

STA. 548+00

END APPROACH

D

E FOR BUS PATRONS

CRUSHED GRAVEL APRON

PROPOSED ROW

PROPOSED ROW

EASE.

PERM. DRAINAGE

PERM. DRAINAGE EASE.

STOP SIGN

RELOCATE BUS

REMOVE

REMOVE

NH Route 11

limit 40"

"speed

limit 50"

"speed

of Farmington"

"Family Care

drive

asph

or

n

pole

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143

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142

362

psnh

160

vz378

rcp

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15"spp

12"

144

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ahead 40"limit"spee

d

vz 155-1R

147A362

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drive

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Rte. 11

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orn

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&conc block

,1 story

grav dr

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ne

rr b

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146

362

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vz 157

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Rattlesn

ake

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NGVD29=210

28

0.

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28

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9.

8

27

8.

8

27

7.

8

27

6.

6

27

5.

3

27

3.

8

27

2.

4

27

1.

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26

9.

5

26

7.

9

26

6.

3

26

4.

6

26

3.

2

26

2.

0

26

1.

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26

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2

25

9.

5

25

8.

9

25

8.

5

25

8.

3

25

8.

4

25

8.

5

25

8.

8

25

9.

2

25

9.

7

26

0.

3

26

0.

8

27

9.

76

27

8.

96

27

7.

93

27

6.

76

27

5.

48

27

4.

01

27

2.

60

27

1.

15

26

9.

65

26

8.

12

26

6.

47

26

4.

80

26

3.

32

26

2.

19

26

1.

29

26

0.

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25

9.

64

25

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07

25

8.

67

25

8.

52

25

8.

54

25

8.

68

25

8.

96

25

9.

38

25

9.

89

26

0.

44

26

0.

93

240

250

260

270

280

STA. 515+80

BEGIN CONSTRUCTION

STA. 515+00

BEGIN APPROACH

CONSTRUCTION Å

FINISHED GRADE

1"= 10' VERT.

1"= 50' HORIZ.

SCALE:

EL

EV.

=

27

8.

98

P.

V.

T. 5

15

+4

4.

95

EL

EV.

=

26

9.

31

P.

V.

C. 5

19

+1

1.

24

EL

EV.

=

26

1.

76

P.

V.

T. 5

21

+7

4.

03

EL

EV.

=

25

9.

77

P.

V.

C. 5

22

+8

9.

44

230

220 220

230

240

250

260

STA. 524+17.50 NH ROUTE 11

STA. 000+00.00 PIKE SWALE

2% 2%

N.C.

+5

0

+6

8

2%0%

CROSS SECTIONS

MATCH INTO EXISTING

528+00527+00526+00525+00524+00523+00522+00521+00520+00519+00518+00517+00516+00515+00514+00

CONSTRUCTION Å

Exist. Ground

MATCH/BOX STEPS

FOR OVERLAY

(SHEET 10)

DETAIL

SEE PAVE MATCH

F.B.

+2

9

2.2%

F.B.

+8

5

2.2%

F.B.

+1

9

3.6%

POI

NT

LO

W+

50

3.3%

2.63%

SHEET

1 OF 3


SH

EE

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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

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AF

TE

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16212

DGN

pro_mc1m


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NH ROUTE 11 PROFILE

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23 61

STA. 518+50

BEGIN CRUSHED GRAVEL SHIM

SUBGRADE MATERIALS AND TREATMENTS.

REFER TO TYPICALS FOR MORE INFORMATION ABOUT

WEARING COURSE

2" HIGH STRENGTH

CRUSHED GRAVEL SHIM

5" BINDER

2" HIGH STRENGTH WEARING COURSE

STA. 528+00

BEGIN PAVER SHIM

END CRUSHED GRAVEL SHIM

26

1.

4

26

1.

9

26

2.

4

26

2.

9

26

3.

6

26

4.

1

26

4.

9

26

5.

7

26

6.

5

26

7.

4

26

8.

3

26

9.

5

27

0.

8

27

2.

0

27

3.

4

27

4.

8

27

6.

3

27

7.

8

27

9.

5

28

1.

3

28

3.

0

28

4.

5

28

6.

2

28

7.

8

28

9.

4

29

0.

8

29

2.

0

29

3.

0

26

1.

52

26

2.

06

26

2.

55

26

3.

08

26

3.

72

26

4.

30

26

5.

03

26

5.

82

26

6.

69

26

7.

56

26

8.

45

26

9.

67

27

0.

93

27

2.

21

27

3.

57

27

4.

99

27

6.

46

27

8.

01

27

9.

64

28

1.

42

28

3.

12

28

4.

71

28

6.

33

28

8.

00

28

9.

60

29

0.

97

29

2.

16

29

3.

20

26

0.

93

26

0.

8

CONSTRUCTION Å

FINISHED GRADE

1"= 10' VERT.

1"= 50' HORIZ.

SCALE:

EL

EV.

=

26

3.

47

P.

V.

T. 5

30

+3

1.

41

EL

EV.

=

26

7.

05

P.

V.

C. 5

32

+7

0.

68

220

230

240

250

260

220

230

240

250

260

270

280

290

EL

EV.

=

26

9.

47

P.

V.

T. 5

33

+9

1.

94

F.B.

+3

0

3.60%2% 2%

N.C.

+0

5

542+00541+00540+00539+00538+00537+00536+00535+00534+00533+00532+00531+00530+00529+00528+00

CONSTRUCTION Å

Exist. Ground

STA. 530+32 TO STA. 530+45

BRIDGE NO. 134/132

EXISTING RATTLESNAKE RIVER

RIVER

RATTLESNAKE

1.81%

3.42%

SEE GENERAL NOTE

GENERAL NOTES

BEGIN NORMAL CROWN @ STA. 531+05.

- END FULL BANK (3.60%) @ STA. 530+60 AND

BACK TO NORMAL CROWN LATER.

FULL BANK EXTENDED, THUS STARTING THE TRANSITION

C.THE INSIDE OF THE CURVE (RT) HAD THE LENGTH OF

BEGIN NORMAL CROWN @ STA. 530+85.

- END FULL BANK (3.60%) @ STA. 529+30 AND

BACK TO NORMAL CROWN EARLIER.

OF FULL BANK REDUCED, THUS STARTING THE TRANSITION

B.THE OUTSIDE OF THE CURVE (LT) HAD THE LENGTH

CONCERNS ABOUT REDUCING ABUTMENT REVEAL.

WITH THE BOX CULVERT AT STA. 530+39 DUE TO

1. A.THIS TRANSITION WAS MODIFIED TO AVOID CONFLICTS


SH

EE

T

CH

EC

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D

AS

BUI

LT

DE

TAI

LS

DA

TE

DA

TE

DA

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DA

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DA

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ST

ATI

ON

ST

ATI

ON

DE

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ON

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16212

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NH ROUTE 11 PROFILE

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24 61

SHEET

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PAVEMENT SHIM




STA. 528+00

BEGIN PAVER SHIM

END CRUSHED GRAVEL SHIM

29

3.

9

29

4.

7

29

5.

2

29

5.

5

29

5.

7

29

5.

6

29

5.

3

29

5.

0

29

4.

7

29

4.

0

29

3.

4

29

2.

8

29

2.

3

29

2.

1

29

2.

2

29

2.

6

29

4.

09

29

4.

87

29

5.

37

29

5.

69

29

5.

83

29

5.

78

29

5.

51

29

5.

19

29

4.

82

29

4.

21

29

3.

45

29

3.

2

29

5.

3

29

6.

3

29

7.

2

29

8.

2

29

4.

2

29

3.

20

29

3.

0

STA. 547+20

END CONSTRUCTION

STA. 548+00

END APPROACHCONSTRUCTION Å

FINISHED GRADE

CONSTRUCTION Å

Exist. Ground

1"= 10' VERT.

1"= 50' HORIZ.

SCALE:

220

230

240

250

260

270

280

290

220

230

240

250

260

270

280

290

EL

EV.

=

29

4.

83

P.

V.

C. 5

46

+4

9.

53

2% 2%

N.C.

+4

9

CROSS SECTIONS

MATCH INTO EXISTING

549+00 550+00 551+00 552+00 553+00547+00546+00545+00544+00543+00542+00 548+00

MATCH/BOX STEPS

FOR OVERLAY

(SHEET 10)

DETAIL

SEE PAVE MATCH

POI

NT

HI

GH

+7

5

SHEET

3 OF 3


SH

EE

T

CH

EC

KE

D

AS

BUI

LT

DE

TAI

LS

DA

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DA

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DA

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NU

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ER

DA

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ON

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PR

OP

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AL

16212

DGN

pro_mc1m


SD

R

PR

OC

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SE

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NH ROUTE 11 PROFILE

M.

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US

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K

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11/2016

02/2017

25 61

PAVEMENT SHIM





SH

EE

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EC

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AS

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LT

DE

TAI

LS

DA

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DA

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DA

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DA

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16212

DGN

16212drainnote


SD

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NOTES

DRAINAGE & GUARDRAIL

C.

SP

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T.

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TT

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02/2017

02/2017

26 61

MODEL

CRB01

SCALE IN FEET

50 0 50 100

MA

TC

H

TO

SH

EE

T

CR

B02

RELOCATED TYP. (SUBSIDIARY)

BY THE PROJECT, THEY SHALL BE

IF MILE MARKERS ARE IMPACTED

RETAIN ALL MILE MARKERS.


SH

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EC

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DA

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DA

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16212

DGN

16212crbplans


SD

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OC

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SIGNING, & UTILITY PLANS

DRAINAGE, CURBING,

EN

P

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11/2016

02/2017

27 61

S005

S006 G

102

G10

3

S009

S010

S011

G12

3

Q12

4

G12

6

G12

5

Q12

7

258.

846

276.

651

266.

716

281.111

280.

614

271.39

9

257.

734

256.

445

252.

800

255.

430

253.

963

252.

302

PT 515

+4

4.9

5

PC

519

+11.2

4

PT 521+7

4.0

3

PC

522

+89.4

4

514515 516 517 518 519 520 521

522523

524

525

526

527

E = 2.47'

L = 262.79'

R = 3500.00'

T = 131.46'

Ç = 4°-18'-07.0" RT

E = 1150628.31

N = 317150.51

PI= 520+42.70

MC1M Curve No. 2

S 59°-59'-05.0" E S 55°-40'-58.1" E

N 40°04'47.62"

E

PT = 0+84.13PC = 0+83.71

PC = 1+95

.89

PT = 2+70.02

PT = 2+85.55

PC = 2+79.89

PT = 3+36.23

PC = 3+30.99

N 16°00'09.31"

E

N 5°23'18.96"

WN 20°25'02.63"

W

N 12°18'37.95"

WCONSTRUCTION Å

E = 0.10'

L = 5.66'

R = 40.00'

T = 2.83'

Ç = 8°06'24.68" LT

E = 1151018.72

N = 317191.54

PI= 2+82.72

MC2X Curve No. 3

E = 0.02'

L = 0.42'

R = 1.00'

T = 0.21'

Ç = 24°04'38.31" LT

E = 1150988.20

N = 316998.15

PI= 0+83.92

MC2X Curve No. 1

E = 4.70'

L = 74.12'

R = 150.00'

T = 37.83'

Ç = 28°18'47.26" LT

E = 1151029.50

N = 317142.16

PI= 2+33.73

MC2X Curve No. 2

E = 0.17'

L = 5.25'

R = 20.00'

T = 2.64'

Ç = 15°01'43.66" RT

E = 1151000.96

N = 317239.25

PI= 3+33.63

MC2X Curve No. 4

1

2

3

POE = 3+61.10

0

GRI

D

STA 0+00.0

STA 524+17.5 =

MC1M MC2

X

MC2

X

1

2

34

w

g wg

wg

PSS1E

1

WAYNE L.

CARDINAL,

n/f

MELVIN

WOODMAN,

n/f

MELVIN G.

WOODMAN,

n/f

FAMILY TRUST

409 ROUTE 11

1

INC.

PIKE INDUSTRIES,

2

PROPERTIES LLC

STEVEN COPPOLA

3

INC.

PIKE INDUSTRIES,

5

& MARY L.

ELMER W. III

BARRON,

4

REVOCABLE LIVING TRUST

AND SALLY I. RIELY

ROBERT A. RILEY

2-1

EXIST. R.O.W.

an

an

an

an

an

an

an

an

cb

cb

cb

cb

w

g

wg

NULL

NULL

cb

hy

d

cb c

b

di

Route 153"Country ClubFarmingtonRoute 153Farmington"Downtown

839-1034"

Farmington

Therapy

Physical

"Coppola

12

R4

2

18"

RC

P

5

3

7

4

R1

R2

8

10

11

19

6

R3

STA. 515+80

BEGIN CONSTRUCTION

STA. 515+00

BEGIN APPROACH

QML

REMOVE

R2-1(40)

REMOVE

RETAIN

R3-9B

REMOVE

REMOVEW11-10 M1-5(11)

M3-2,

M1-5(153)

M2-1,

REMOVE

DO NOT REPLACE

REMOVE CURVE SIGN,

REMOVE

R7-2B1

R7-2B1

REMOVE

L

L

L

L

L

G-1

G-2

G-3

G-4G-6

G-7

G-8

B-1

B-2

5'R

+50.9

10'R

+17.8

+02.0

10'R

5'R

+17.5

+84.7

5'R 5'R

+11.0

+40.7

5'R 5'R

+11.4

+39.4

5'R 5'R

+91.3

+16.4

5'R

+37.5

25'R

35'R

+25.0

40'R

+29.8

+18.8

10'R

G-5

131

135

362

psnh

167

378

•920

net

167pb

pb

131•

"Pike Ind."

"stop"

net

168

132

134

362

psnh

parking"

"no

net

169

133

362

psnh

153"

"junction

sign

curve

170

vz378

134

132

362

psnh

Main St."Hill Rd.

"Meetinghouse

"east 11"

vz171

131

326

psnh

and entering""trucks turning

903vz1

131A

362

psnh

Furniture"England"New

sign

dir

vz172

130

362

psnh

100.2""mile marker

"Mobile"

vz173129362psnh

40"limit"speed

"no parking"

100.4"

"mile

Cocheco River

area"

cell phone

"designated

visitors"

route -

"truck

parking"

"no

136B

36

#1?

pole

power

11 etuoR HN

STA. 515+80

BEGIN CONSTRUCTION

STA. 515+00

BEGIN APPROACH

QML

MODEL

CRB02

SCALE IN FEET

50 0 50 100

MA

TC

H

TO

SH

EE

T

CR

B01

MA

TC

H

TO

SH

EE

T

CR

B03


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

16212

DGN

16212crbplans


SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN



DRAINAGE, CURBING,

EN

P

T.

CU

TT

ER

11/2016

02/2017

28 61

S003

S004

G101

S012

S013

G12

0

G12

1

Q12

2

274.1

21

263.6

38

259.07

5

259.3

48 268.5

42

268.0

03

257.5

31

251.

311

PT 530

+31.4

1

PC

532

+7

0.6

8

PT

533

+91.9

4

527

528

529530 531 532 533 534 535 536 537 538 539

E = 56.03'

L = 741.98'

R = 1273.24'

T = 381.86'

Ç = 33°-23'-20.2" RT

E = 1151147.59

N = 316796.05

PI= 526+71.29

MC1M Curve No. 3

E = 0.18'

L = 121.26'

R = 10000.00'

T = 60.63'

Ç = 0°-41'-41.2" RT

E = 1151406.22

N = 316165.26

PI= 533+31.31

MC1M Curve No. 4


GRID

wg

wg

w

g

wg

R2UB1

4

I.S.

I

I.S.

I

& KRISTIE J.

STEVEN C.

MCDUFFEE,

6

INC.

PROPERTIES,

CLAREMONT

7

ELAINE C.

BLANEY,

8

CREDIT UNION

REGIONAL

HOLY ROSARY

10

SERVICES, INC.

BROOKSIDE PROPERTY

9

CREDIT UNION

REGIONAL

HOLY ROSARY

n/f

& MARY L.

ELMER W. III

BARRON,

4

INC.

PIKE INDUSTRIES,

5

an

anan

an

anan

an

an

cb

cb

di

hyd

hy

d

wso

NU

LL

NU

LL

an

cb

di

cb

cb

cb

NU

LL

pes

"stop"

15

13

14

16

17

18

19

SAVE(2)SAVE(3)

REMOVE

R7-2B1REMOVE

R7-2B1

R

NEW

L

L

L

L

L

L

G-9

G-11

+45.5

5'R

+74.0

5'R10'R

+95.3

+26.6

10'R

+89.0

10'R

+61.7

15'R

+14.1

15'R

5'R

+77.4

+04.4

10'R

+64.1

10'R

5'R

+4

6.

2

+0

6.

1

5'R

5'R

+1

9.

1

+8

6.

0

5'R 5'R

+1

9.

0

+6

5.

8

5'R

15'R

+9

9.

8

+7

7.

5

15'R

G-10

141

362

psnh

vz161

140

362

psnh

vz162

display

time & temp

Credit Union"

"Holy Rosary

exit"

Credit Union

"Holy Rosary

turning left"

"use caution

139

362

vz163

& Truck Repair"

"Frenette's Auto

138

362

psnh

vz164

net

165

378

129

137

362

psnh

signparking

no

137A

362

psnh

net

1

900B

130

136

362

psnh

166

137Y

362

psnh

164•

378

bell

"no parking"

curve sign

Storage"

"Lock-tite

100.4

""mile

162•IL

140-1

362

100.6"

"mile

enter"

Credit Union

"Holy Rosary

light poles

(2) mtl

pole

light

pole

light

Cocheco

River

atm"

Credit Union

"Holy Rosary

revi

R

e

ka

ns

eltt

aR

11 etuoR HN

MODEL

CRB03

SCALE IN FEET

50 0 50 100

MA

TC

H

TO

SH

EE

T

CR

B02


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

16212

DGN

16212crbplans


SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN



DRAINAGE, CURBING,

EN

P

T.

CU

TT

ER

11/2016

02/2017

29 61

G10

0

G11

1

G11

2

G11

3

G11

4

S001

S002

S014

G12

8

293.5

23

296.8

08

292.2

78

291.

829

293.6

29

297.8

70

288.0

90

285.2

56

294.2

98

PC

54

6+4

9.5

3

PC

C

54

8+88.2

0

539 540 541 542 543 544 545 546 547 548549

550

551

552

E = 2.38'

L = 238.68'

R = 3000.00'

T = 119.40'

Ç = 4°-33'-30.1" LT

E = 1151935.42

N = 314828.59

PI= 547+68.93

MC1M Curve No. 5

E = 63.85'

L = 1387.19'

R = 3819.72'

T = 701.32'

Ç = 20°-48'-28.0" LT

E = 1152297.22

N = 314091.92

PI= 555+89.52

MC1M Curve No. 6

S 21°-35'-56.7" E

GRID

MC1M

NOITCURTSNOCÅ

ANCTIL, WILLIAM B.

AUBERT, THOMAS R. &

14ANCTIL, WILLIAM B.

AUBERT, THOMAS R. &

15

FOUNDATION

FRISBIE

11

HOSPITAL

MEMORIAL

FRISBIE

12

LLC

JAS JON,

####

(DOT)

OF NH

STATE

####

HOSPITAL

MEMORIAL

FRISBIE

13

CREDIT UNION

REGIONAL

HOLY ROSARY

n/f

SERVICES, INC.

BROOKSIDE PROPERTY

9

EXIST. R.O.W.

SERVICES, INC.

PROPERTY

BROOKSIDE

16

SERVICES, INC.

PROPERTY

BROOKSIDE

n/f SERVICES, INC.

PROPERTY

BROOKSIDE

n/f

an

cb

hyd

wso

wgwg

di

di

cb

cbcb

cb

an

anan

an

an

an

cb

spp

20

R5

21

R6

22

STA. 547+20

END CONSTRUCTION

STA. 548+00

END APPROACH

PROPOSED ROW

PROPOSED ROW

STOP SIGN

RELOCATE BUS

REMOVER2-1(50)

R2-1(40)REMOVE

R3-9BRETAIN

R

NEW

L

L

LL

G-12

5'R

+5

3.

6

+7

4.

0

5'R

20'R

+7

3.

5 10'R

+3

1.

4

5'R

+6

9.

2

5'R

+3

9.

0

5'R

+6

0.

8

+8

9.

9

5'R

5'R

+3

0.

6

5'R

+6

6.

5

G-13

NH Route 11

limit 40"

"speed

limit 50"

"speed

of Farmington"

"Family Care

pole

light

143

362

psnh

vz159

stop"

"coast bus

142

362

psnh

160

vz378

144

362

psnh

VZ158

ahead 40"limit"spee

d

vz 155-1R

147A362

psnh

Rte. 11

"New Hampshire"265

147362

psnh155

vz 378

146

362

psnh

vz 156

1L

vz 157

121

145

362

psnh

145

362

psnh

vz 157

100.8""mile

Rattlesn

ake

River

STA. 547+20

END CONSTRUCTION

STA. 548+00

END APPROACH

56.2'

64.4'

57.4' 19.7'

10.5'

12.6' 17.6'

61.4'

40.2'

MODEL

PVL01

SCALE IN FEET

50 0 50 100

MA

TC

H

TO

SH

EE

T

PV

L02

OVERLAP EXISTING MARKINGS DISTURBED BY CONTRUCTION.

4. PAVEMENT MARKINGS SHALL EXTEND BEYOND PROJECT PAVING LIMITS TO

SHOWN ON PLANS.

3. REPLACE WORDS/SYMBOLS PER LATEST NHDOT STANDARD PLAN SHEETS OR AS

TRAFFIC AT (603)271-2291 ONE WEEK PRIOR TO PAVEMENT MARKING.

2. THE CONTRACTOR SHALL CONTACT MIKE O'DONNELL AT THE NHDOT BUREAU OF

(T) SHALL BE THERMOPLASTIC.

AND RAILROAD SYMBOLS), LANE LINES AND ALL OTHER MARKINGS NOTED WITH

1. ALL SYMBOLS, WORDS, TRANSVERSE MARKINGS (STOP BARS, CROSSWALK LINES,

PAVEMENT MARKING NOTES


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

16212

DGN

16212pvlplans


SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN


PAVEMENT MARKING PLANS

PAVEMENT LAYOUT &

EN

P

TW

C

11/2016

02/2017

30 61

514515 516 517 518 519 520 521

522523

524

525

526

527

S 59°-59'-05.0" E S 55°-40'-58.1" ECONSTRUCTION Å

1

2

3

0

GRI

D

STA 0+00.0

STA 524+17.5 =

MC1M MC2

X

MC2

X

STA. 515+80

BEGIN CONSTRUCTION

STA. 515+00

BEGIN APPROACH

CONST. PAVED DRIVE

STA 517+48 LT

WITH 5' PAVED APRON

CONST. GRAVEL DRIVE

STA 518+25 LT

CONST. PAVED DRIVE

STA 523+03 LT

CONST. PAVED DRIVE

STA 524+78 RT

E.

P.

TA

PE

R,

RT 28'

+00

EN

D 20:1

E.

P.

TA

PE

R,

RT 23'

+00

BE

GI

N 20:1

E.

P.

TA

PE

R,

LT 30'

+55

BE

GI

N 10:1

E.

P.

TA

PE

R,

LT 22'

+35

EN

D 10:1

E.P. TAPER, LT 22'

+00 BEGIN 25:1

T.

W.

TA

PE

R,

LT 18.0'

+36.0

EN

D 100:1

T.W. TAPER, RT 18.0'

+45.5 END 50:1

T.

W.

TA

PE

R,

RT 18.9'

+00.0

BE

GI

N 50:1

E.P. TAPER, LT 22.9'

+12.6 BEGIN 90:1

E.P. TAPER, LT 22.0'

+02.6 END 90:1

CONST. PAVED DRIVE

STA 522+30 LT

SEE X-SECT.

CONST. PAVED DRIVE

STA 524+70 LT

4.9' 4'

5'

12'

10'

4'

12'

12'

12'

5'R

+50.9

10'R

+17.8

+02.0

10'R

5'R+17.5

+84.7

5'R 5'R

+11.0

+40.7

5'R 5'R

+11.4

+39.4

5'R 5'R

+91.3

+16.4

5'R

+37.5

25'R

35'R

+25.0

40'R

+29.8

+18.8

10'R

E.P. TAPER, LT 30'

+00 END 25:1

T.W. TAPER, LT 17.6'

+00.0 BEGIN 100:1

PAVED DRIVE

CONST.

STA 515+19 LT

CONST. PAVED DRIVE

STA 516+60 RT

5'

4"SSBY

4"SSLW

4"SSLW

4"SSBY11 etuoR HN

20.2'

12.8'

42.3'

11.0'

23.9'

51.5' 33.5'

40.1'

27.3'21.1'

MODEL

PVL02

SCALE IN FEET

50 0 50 100

MA

TC

H

TO

SH

EE

T

PV

L03

MA

TC

H

TO

SH

EE

T

PV

L01


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

16212

DGN

16212pvlplans


SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN



PAVEMENT LAYOUT &

EN

P

TW

C

11/2016

02/2017

31 61

527

528

529530 531 532 533 534 535 536 537 538 539


GRID

WITH 5' PAVED APRON

CONST. GRAVEL DRIVE

STA 527+60 LT

WITH 5' PAVED APRON

CONST. GRAVEL DRIVE

STA 528+11 LT

WITH 5' PAVED APRON

CONST. GRAVEL DRIVE

STA 528+89 LT

CONST. PAVED DRIVE

STA 528+23 RT

WITH 5' PAVED APRON

CONST. GRAVEL DRIVE

STA 531+75 LT

CONST. PAVED DRIVE

STA 531+75 LT

WITH 5' PAVED APRON

CONST. GRAVEL DRIVE

STA 532+44 RT

CONST. PAVED DRIVE

STA 534+39 LT

WITH 5' PAVED APRON

CONST. GRAVEL DRIVE

STA 532+50 RT

E.

P.

TA

PE

R,

LT 30'

+55

BE

GI

N 10:1

E.

P.

TA

PE

R,

LT 22'

+35

EN

D 10:1

E.

P.

TA

PE

R,

RT 28'

+89

BE

GI

N 15:1

E.

P.

TA

PE

R,

RT 23'

+62

EN

D 15:1

E.

P.

TA

PE

R,

LT

22'

+7

9.

6

BE

GI

N

50:

1

E.

P.

TA

PE

R,

RT

23'

+8

9.

8

BE

GI

N

50:

1

E.

P.

TA

PE

R,

RT

23.

0'

+2

5.

4

EN

D

45:

1

E.

P.

TA

PE

R,

LT

22.

0'

+5

3.

1

EN

D

50:

1

PAVED DRIVE

CONST.

STA 529+44 RT

12'

12'

12'

10'

5'

4'

+45.5

5'R

+74.0

5'R10'R

+95.3

+26.6

10'R

+89.0

10'R

+61.7

15'R

+14.1

15'R

5'R

+77.4

+04.4

10'R

+64.1

10'R

5'R

+4

6.

2

+0

6.

1

5'R

5'R

+1

9.

1

+8

6.

0

5'R 5'R

+1

9.

0

+6

5.

8

5'R

15'R

+9

9.

8

+7

7.

5

15'RLT

22.

7' (

BO

X

CU

LV

ER

T)

+1

5.

3

EN

D

50:

1

E.

P.

TA

PE

R,

LT

22.

5'(

BO

X

CU

LV

ER

T)

+3

0.

8

BE

GI

N

50:

1

E.

P.

TA

PE

R,

RT

24.

1'(

BO

X

CU

LV

ER

T)

+4

6.

8

EN

D

50:

1

E.

P.

TA

PE

R,

RT

24.

4' (

BO

X

CU

LV

ER

T)

+6

2.

4

BE

GI

N

45:

1

E.

P.

TA

PE

R,

4"SSLW

4"SSLW4"SSBY

4"SSBY

11 etuoR HN

29.5'

12.0'

18.0'

23.9'10.4'

40.0'

MODEL

PVL03

SCALE IN FEET

50 0 50 100

MA

TC

H

TO

SH

EE

T

PV

L02


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

16212

DGN

16212pvlplans


SD

R

PR

OC

ES

SE

D

NE

W

DE

SI

GN



PAVEMENT LAYOUT &

EN

P

TW

C

11/2016

02/2017

32 61

539 540 541 542 543 544 545 546 547 548549

550

551

552

S 21°-35'-56.7" E

GRID

MC1M

NOITCURTSNOCÅ

STA. 547+20

END CONSTRUCTION

STA. 548+00

END APPROACH

CONST. 5' PAVED APRON

STA 547+48 LT

STA 546+75 RT

WITH 5' PAVED APRON

CONST. GRAVEL DRIVE

WITH 5' PAVED APRON

CONST. GRAVEL DRIVE

STA 539+64 LT

CONST. PAVED DRIVE

STA 543+07 RT

E.

P.

TA

PE

R,

LT 2

2'

+4

0

BE

GI

N

10:

1

E.

P.

TA

PE

R,

LT

38'

+5

0

BE

GI

N 10:1

E.

P.

TA

PE

R,

LT 3

8'

+0

0

EN

D 1

0:

1

E.

P.

TA

PE

R,

RT 2

3'

+7

3

BE

GI

N

10:

1

E.

P.

TA

PE

R,

RT

28'

+3

2

EN

D 1

0:

1

T.

W.

TA

PE

R,

RT

18'

+5

0

BE

GI

N

50:

1

T.

W.

TA

PE

R,

LT

18'

+5

0

BE

GI

N

50:

1

+50

EN

D 50:1

T.

W.

TA

PE

R,

RT 12'

+00

EN

D

T.

W.

TA

PE

R

TO

MA

TC

H

EXI

STI

NG

4'

5'7.9'

12'

12'

10'

10'

20'

12'

12'

12'

5'R

+5

3.

6

+7

4.

0

5'R

20'R

+7

3.

5 10'R

+3

1.

4

5'R

+6

9.

2

5'R

+3

9.

0

5'R

+6

0.

8

+8

9.

9

5'R

5'R

+3

0.

6

5'R

+6

6.

5

+50 BEGIN T.W. TAPER TO MATCH EXISTING

+63 BEGIN 50:1 E.P. TAPER, LT 22'

+00 END T.W. TAPER TO MATCH EXISTING

+50 END 50:1 T.W. TAPER, LT 12'

+71.5 END 50:1 E.P. TAPER, LT 21.8' (EXISTING)

+50

BE

GI

N

T.

W.

TA

PE

R

TO

MA

TC

H

EXI

STI

NG

+2

5

EN

D

10:

1

E.

P.

TA

PE

R,

RT

20'

+0

4

BE

GI

N

10:1

E.

P.

TA

PE

R,

RT

23'

8'

WITH 5' PAVED APRON

CONST. GRAVEL DRIVE

STA 545+54 LT

4'

E.

P.

TA

PE

R,

LT

25.

2'

+80

EN

D

10:1

12'

12'

5'

4"SSLW

4"SSLW 4"SSBY

4"SSBY4"DSLY

APRON FOR BUS PATRONS

CONST. 5' CRUSHED GRAVEL

STA 545+25 RT

FOR BUS PULLOUT

CONST. WIDENED SHOULDER

STA 543+20 LT

NH Route 11

8.6'

12

'6

'6

'1

2'

8.86'

9.0

8'

12.16'

5.4

8'

6.2

9'

12.62'

8.3

2'

260

270

280

290

300

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

26

0

27

0

28

0

29

0

30

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

260

270

280

290

300

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

26

0

27

0

28

0

29

0

30

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

250

260

270

280

290

300

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

25

0

26

0

27

0

28

0

29

0

30

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

250

260

270

280

290

300

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

25

0

26

0

27

0

28

0

29

0

30

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

279.76278.96

279.8278.9

Existing ROWExisting ROW

Existing ROW Existing ROW

Curb

T.W.

T.W.

Curb

T.W.

T.W.

E.P.

T.W.

T.W.

Curb

Curb

T.W.

T.W.

Curb

Drive

C.O.R.

Woods

C.O.R.

Drive

Drive

C.O.R.

Drive

C.O.R.

+5

6

%0

0.

2

%9

4.

0%

70.

3%

44.

2%

48.

2%

09.

4%

90.

2

Ret. Wall

waterlin

e

ST

A. 514+

00

ST

A. 514+

50

ST

A. 515+

50

+9

3

6:1

(D

RIV

E L

T)

ST

A. 515+

00

LIM

IT

OF

WO

RK

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

Date

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

216212X

S_N

HR

oute

11108

2

- -

EN

P

CN

S

01/2016

02/2017

33

61

4.5

3'

12

'6

'6

'1

2'

5'

5.1

9'

12

'6

'6

'1

2'

6.4'

6.2

9'

12

'6'

12

'6'

7.6

5'

7.3

7'

12

'6'

6'

12

'8

.4

8'

10.63'

9.9

6'

250

260

270

280

290

300

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

25

0

26

0

27

0

28

0

29

0

30

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

250

260

270

280

290

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

25

0

26

0

27

0

28

0

29

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

250

260

270

280

290

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

25

0

26

0

27

0

28

0

29

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

250

260

270

280

290

300

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

25

0

26

0

27

0

28

0

29

0

30

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

277.93276.76275.48274.01

277.9276.8275.5274.0

Existing ROW

Existing ROW

Existing ROW

Existing ROW

Existing ROW

Existing ROW

Existing ROW

Existing ROW

Curb

T.W.

T.W.

Curb

Curb

Curb

T.W.

T.W.

Curb

T.W.

T.W.

T.W.

T.W.

Curb

Ret.W.

C.O.R.C.O.R.

Drive

Drive

C.O.R.

Drive

C.O.R.

Woods

+68

+12

%0

0.

2%

00.

2

waterlin

e

6:1

6:1

VARIES

ST

A. 516+

00

ST

A. 517+

00

(D

RIV

E R

T)

ST

A. 516+

50

(D

RIV

E L

T)

ST

A. 517+

50

+00

10:1

0.94

%

ADJ FRAME +07

ADJ FRAME +21

7

3

4.20

%

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

Date

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

216212X

S_N

HR

oute

11238

10

- -

EN

P

CN

S

01/2016

02/2017

34

61

BE

GIN

CO

NS

TR

UC

TIO

N

4'

12

'6'

6'

12

'5'

8.7

9'

4.0

0'

12.00'

6.0

0'

250

260

270

280

290

300

310

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

25

0

26

0

27

0

28

0

29

0

30

0

31

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

250

260

270

280

290

300

310

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

25

0

26

0

27

0

28

0

29

0

30

0

31

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

272.60271.15

272.6271.2

Existing ROW

Existing ROW

Existing ROW

Existing ROW

Curb

T.W.

T.W.

Curb

Curb

T.W.

T.W.

Curb

Woods

C.O.R.

Woods

Woods

C.O.R.

Woods

%6

6.

0%

00.

2

%0

0.

2%

00.

2

waterlin

e

Ret. Wall

6:1

ST

A. 518+

00

ST

A. 518+

50

250

260

270

280

290

300

310

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

271.70

271.6

(D

RIV

E L

T)

ST

A. 518+

31

1.35

%2.00

%

2.00

%

2.0

%

10:1

8.81

%

BE

GIN

CR

US

HE

D G

RA

VE

L S

HIM

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

Date

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

216212X

S_N

HR

oute

11207

7

- -

EN

P

CN

S

01/2016

02/2017

35

61

4.0

0'

12.00'

12.00'

12.00'

5.0

0'

250

260

270

280

290

300

310

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

25

0

26

0

27

0

28

0

29

0

30

0

31

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

240

250

260

270

280

290

300

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

24

0

25

0

26

0

27

0

28

0

29

0

30

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

230

240

250

260

270

280

290

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

23

0

24

0

25

0

26

0

27

0

28

0

29

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

269.65268.12266.47

269.7268.1266.5

Existing ROWExisting ROWExisting ROW

Existing ROW


DI +92Curb

T.W.

T.W.

Curb

Curb

T.W.

T.W.

E.P.

bgr

E.P.

T.W.

T.W.

E.P.bgr

Woods

Fence

C.O.R.

Woods

Woods

C.O.R.

Woods

Woods

C.O.R.

Rip-rap

Rip-rap

Woods

+30

map

le

1'c

(S

AV

E)

%0

0.

2%

51.

1

1:

4

%0

2.

2%

02.

2

+4

ret wall

waterlin

e

4:1

1.5:1

ST

A. 519+

00

ST

A. 519+

50

ST

A. 520+

00

2.00

%

3.00

%

10:1

2.0

%

10:1

CB +10

CB +27

2

6

1

spp

18

"

R3

CONST.FRAME +92

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

Date

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

216212X

S_N

HR

oute

11335

30

- -

EN

P

CN

S

01/2016

02/2017

36

61

4.0

0'

12.00'

12.00'

12.00'

5.0

0'

230

240

250

260

270

280

290

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

23

0

24

0

25

0

26

0

27

0

28

0

29

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

230

240

250

260

270

280

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

23

0

24

0

25

0

26

0

27

0

28

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

230

240

250

260

270

280

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

23

0

24

0

25

0

26

0

27

0

28

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

240

250

260

270

280

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

24

0

25

0

26

0

27

0

28

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

264.80263.32262.19261.29

264.8263.3262.2261.3


Existing ROW

Existing ROW

Existing ROW

Existing ROW


DI +47

E.P.

T.W.

T.W.

E.P. bgr

E.P.

T.W.

T.W.

E.P.

E.P.

T.W.

T.W.

E.P.

bgr

E.P.

T.W.

T.W.

E.P.bgr

Woods

C.O.R.

Woods

Woods

C.O.R.

Woods

Woods

C.O.R.

Rip-rap

Rip-rap

Fence

Woods

Woods

C.O.R.

FenceWoods

+82

%0

2.

2%

02.

2

waterlin

e

W.D.

W.D.

W.D.

1:

4

1:

410:1

VARIES

ST

A. 520+

50

ST

A. 521+

00

ST

A. 522+

00

ST

A. 521+

50

3.00

%

4:1

2:1

waterlin

e

@ 5

21+

35

existing ground

CB +39

DI +10

R1

10

1:1

APPR

OX.

1.5:1

APPR

OX.

1:1

4

5

R2

6

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

Date

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

216212X

S_N

HR

oute

11510

398

- -

EN

P

CN

S

01/2016

02/2017

37

61

11.66'

4.0

0'

12.00'

6.0

0'

4.8

4'4.0

0'

12.00'

6.0

0'

10.00ft

12.00ft

6.0

0ft

10.00ft

12.00ft

6.0

0ft

12.00'

12.00'

12.00'

4.0

0'

7.5

0'

240

250

260

270

280

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

24

0

25

0

26

0

27

0

28

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

240

250

260

270

280

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

24

0

25

0

26

0

27

0

28

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

240

250

260

270

280

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

24

0

25

0

26

0

27

0

28

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

260.40259.64259.06

260.4259.6259.1

Existing ROW Existing ROW Existing ROW


Curb

T.W.

T.W.

E.P.

T.W.

T.W.

E.P.

T.W.

T.W.

E.P.

Drive

Drive

C.O.R.

Fence

Drive

C.O.R.

Fence

Drive

Drive

Drive

C.O.R.

Fence

(S

AV

E)

%0

6.

3%

06.

3

%2

8.

2%

28.

2

%0

2.

2%

02.

2

+3

1

+40

+74

+10

+79

map

le

2.8

'c (2

)

+56

(S

AV

E)

map

le

2.8

'c

(S

AV

E)

map

le

2.8

'c (2

)

10:1

ST

A. 523+

50

ST

A. 522+

50

240

250

260

270

280

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

260.75

260.6

(D

RIV

E L

T)

ST

A. 522+

30

(D

RIV

E L

T)

ST

A. 523+

00

3.00

%

3.00

%

3.00

%

3.00

%3.54

%2.20

%

10:1

25

5.9

5

25

6.9

0

25

6.9

2

0.0

7%

5:1

3:1 4:1

10

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

Date

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

216212X

S_N

HR

oute

11361

97

- -

EN

P

CN

S

01/2016

02/2017

38

61

12

'1

2'

6'

6'

12

'

22.18'

30

'19.01'

27.94'

32.57'

5.5

2'

8.0

0'

12.00'

12.00'

12.00'

5.0

0'

17.44ft

10.00ft

17.53ft

10.00ft

6.0

0ft

12.00ft

10.00ft

12.00ft

6.0

0ft

10.00ft

12.00ft

6.0

0ft

240

250

260

270

280

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

24

0

25

0

26

0

27

0

28

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

230

240

250

260

270

280

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

23

0

24

0

25

0

26

0

27

0

28

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

240

250

260

270

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

24

0

25

0

26

0

27

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

258.67258.51258.54

258.7258.5258.5



10

" cip

12

" sp

p

T.W.

T.W.

E.P.

T.W.

Curb

T.W.

Woods

Drive

C.O.R.

Fence

WoodsWoods

Drive

C.O.R.

Drive

Fence

Drive

C.O.R.

Drive

%0

6.

3%

06.

3

waterlin

e

+34

+05

(S

AV

E)

map

le

2.8

'c

(S

AV

E)

2.8

'c

map

le

No Inlet

ST

A. 524+

50

ST

A. 524+

00

240

250

260

270

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

24

0

25

0

26

0

27

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

258.52

258.3

(D

RIV

E L

T &

RT

)

ST

A.

52

4+

70

24

0

25

0

26

0

27

0

-1

00

-1

10

-1

20

-1

30

-1

40

-1

50

-1

60

-1

70

-1

75

-1

00

-1

10

-1

20

-1

30

-1

40

-1

50

-1

60

-1

70

-1

75

+13

1.10

%

-3.90

%

3.60

%3.60

%1.10

%-1.40

%-3.90

%

-3.90

%

-6.40

%

VA

RIE

S

(D

RIV

E R

T)

ST

A. 525+

00

25

7.1

1

25

7.0

8

8:1

8.42

%

2.91

%

1.29

%

QML

4:1

18" RCP

+17.9

HEADER

CB +27

CB +37

9

18" RCP

8

9

11

R4

10

12

QM

L

QM

L

CB +55 REMOVE

BO

AR

D

INS

UL

AT

ION

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

Date

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

216212X

S_N

HR

oute

11366

77

- -

EN

P

CN

S

01/2016

02/2017

39

61

10.00ft

12.00ft

6.0

0ft

10.00ft

12.00ft

6.0

0ft

10.00ft

12.00ft

6.0

0ft

10.00ft

12.00ft

6.0

0ft

230

240

250

260

270

280

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

23

0

24

0

25

0

26

0

27

0

28

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

240

250

260

270

280

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

24

0

25

0

26

0

27

0

28

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

240

250

260

270

280

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

24

0

25

0

26

0

27

0

28

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

230

240

250

260

270

280

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

23

0

24

0

25

0

26

0

27

0

28

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

258.67258.95259.38259.89

258.7259.0259.4259.9

Existing ROW Existing ROWExisting ROW Existing ROW

Existing ROW Existing ROWExisting ROW Existing ROW

Curb

E.P.

T.W.

T.W.

Curb

Curb

E.P.

T.W.

T.W.

Curb

Curb

E.P.

T.W.

T.W.

Curb

Curb

E.P.

T.W.

T.W.

Curb

Curb

C.O.R.

Ret.W.

Ret.W.

Drive

Drive

C.O.R.

Ret.W.

C.O.R.C.O.R.

+6

(S

AV

E)

%0

6.

3%

06.

3

+21

waterlin

e

6:1

ST

A. 526+

00

ST

A. 525+

50

ST

A. 526+

50

ST

A. 527+

00

+41

+6

9

1.10

%

0.5

%

CB +40

12

13

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

Date

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

216212X

S_N

HR

oute

11629

56

- -

EN

P

CN

S

01/2016

02/2017

40

61

4.0

0'

12.00'

12.00'

12.00'

5.0

0'

29.27'

4.0

0'

12.00'

6.0

0'

21.07'

4.0

0'

12.00'

6.0

0'

10.00ft

12.00ft

6.0

0ft

9.5

0'

12.00'

6.0

0'

240

250

260

270

280

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

24

0

25

0

26

0

27

0

28

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

240

250

260

270

280

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

24

0

25

0

26

0

27

0

28

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

260.93 260.44

260.4260.9



E.P.

T.W.

T.W.

Curb

Curb

E.P.

T.W.

T.W.

Curb

Curb

Drive

Drive

C.O.R.C.O.R.

Ash

7'c

(S

AV

E)

%0

6.

3%

06.

3

VA

RIE

S

ST

A. 527+

50

ST

A. 528+

00

240

250

260

270

280

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

260.53

260.3

(D

RIV

E L

T)

ST

A. 527+

60

240

250

260

270

280

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

261.04

260.8

(D

RIV

E L

T)

ST

A. 528+

11

+01 +

77

1.10

%

3.60

%0

.10

%

3.60

%3.00

%

3.00

%

6:1

0.5

%

waterlin

e

8.07

%

CB +87

5.60

%

13

13

BE

GIN

PA

VE

R S

HIM

EN

D C

RU

SH

ED

GR

AV

EL

SH

IM

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

Date

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

216212X

S_N

HR

oute

11272

21

- -

EN

P

CN

S

01/2016

02/2017

41

61

15.65'

5.0

0'

12.00'

6.0

0'

4.0

0'

12.00'

12.00'

12.00'

5.0

0'

30.20'

4.0

0'

12.00'

6.0

0'

23.63'

5.0

0'

12.00'

6.0

0'

240

250

260

270

280

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

24

0

25

0

26

0

27

0

28

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

240

250

260

270

280

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

24

0

25

0

26

0

27

0

28

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

240

250

260

270

280

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

24

0

25

0

26

0

27

0

28

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

261.52262.06262.54

261.5262.1262.5

Existing ROWExisting ROW Existing ROW

Existing ROW

Existing ROW

Existing ROW

CB +65

24" rcp

24" spp

12" spp

Existing ROW

Existing ROW

E.P.

T.W.

T.W.

E.P.

T.W.

T.W.

E.P.

bgrE.P.

T.W.

T.W.

E.P.

C.O.R.

Drive

Rip-rap

Drive

C.O.R.

Woods

Ditch

Woods

C.O.R.

+62

+33

%0

6.

3%

06.

3

%8

8.

2%

06.

3%

00.

5

waterlin

e

24" rcp

6:1

10:1

VARIES

ST

A. 528+

50

ST

A. 529+

00

010

20

30

40

50

60

70

80

90

10

0

24

0

25

0

26

0

27

0

28

0

010

20

30

40

50

60

70

80

90

10

0

261.16

260.9

(D

RIV

E R

T)

ST

A. 528+

22

240

250

260

270

280

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

261.95

261.7

(D

RIV

E L

T)

ST

A. 528+

89

(D

RIV

E R

T)

ST

A. 529+

50

3.60

%5.33

%

3.00

%6:1

3.60

%3.00

%

3.00

%

0.46

%

8.10

%

9.71

%

DI +65

CB +65

8.93

%

16

waterlin

e

14

24" rcp

DI +66

15

15

ADJ.FRAME

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

Date

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

216212X

S_N

HR

oute

11350

8

- -

EN

P

CN

S

01/2016

02/2017

42

61

4.4

1'

12.00'

12.00'

12.00'

5.1

5'

4.5

7'

12.00'

12.00'

12.00'

6.7

0'

4.0

6'

12.00'

12.00'

12.00'

6.2

3'

4.0

0'

12.00'

12.00'

12.00'

5.5

1'

230

240

250

260

270

280

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

23

0

24

0

25

0

26

0

27

0

28

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

240

250

260

270

280

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

24

0

25

0

26

0

27

0

28

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

240

250

260

270

280

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

24

0

25

0

26

0

27

0

28

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

263.08263.72264.30

263.1263.7264.3

Existing ROW Existing ROWExisting ROW

Existing ROW

Existing ROW

Existing ROW


Existing ROW

bgrE.P.

T.W.

T.W.

E.P. bgr

bgrE.P.

T.W.

T.W.

E.P. bgr

bgr

E.P.

T.W.

T.W.

E.P.bgr

E.P.

E.P.

Woods

Shore

Woods

Rip-rap

C.O.R.

Woods

C.O.R.

Shore

Fence

C.O.R.

Woods

+63

(3)

hick

ory

ave

2.5

'c

hickory

ave

2.5

'c

(S

AV

E)

(RE

MO

VE

)

5.00

%+

90

+85

%7

0.

1%

06.

3%

00.

5

%4

7.

0%

06.

3%

00.

5

%0

0.

2%

81.

2%

00.

5V

ARIES

6:1

ST

A. 530+

00

ST

A. 531+

00

(B

OX

CU

LV

ER

T R

T)

ST

A. 530+

50

230

240

250

260

270

280

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

23

0

24

0

25

0

26

0

27

0

28

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

263.2

263.36

(B

OX

CU

LV

ER

T L

T)

ST

A. 530+

23

Woods

Shore

Existing ROW

E.P.

T.W.

C.O.R.

T.W.

E.P.

Existing ROW

5.00

%

1:1

3.91

%

5.00

%3.60

%0.2

4%

4.74

%

waterlin

e

VARIES

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

Date

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

216212X

S_N

HR

oute

11348

4

- -

EN

P

CN

S

01/2016

02/2017

43

61

4.0

0'

12.00'

12.00'

12.00'

5.0

0'

4.0

0'

12.00'

6.0

0'

5.0

0'

10.00'

5.0

0'

12.00'

6.0

0'

240

250

260

270

280

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

24

0

25

0

26

0

27

0

28

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

240

250

260

270

280

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

24

0

25

0

26

0

27

0

28

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

240

250

260

270

280

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

24

0

25

0

26

0

27

0

28

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

250

260

270

280

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

25

0

26

0

27

0

28

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

265.03265.82266.69267.56

265.0265.8266.7267.6



Existing ROW

Existing ROW

Existing ROW

Existing ROW

Existing ROW


Existing ROW

E.P.

T.W.

T.W.

E.P.

bgr

E.P.

E.P.

E.P.

T.W.

T.W.

E.P.

E.P.

E.P.

E.P.

T.W.

T.W.

E.P.

E.P.

T.W.

T.W.

E.P.

Drive

Drive

C.O.R.

Drive

C.O.R.

Drive

C.O.R.

Drive

C.O.R.

%0

0.

5%

00.

2%

00.

2%

00.

5V

ARIES

ST

A. 531+

50

ST

A. 532+

00

ST

A. 533+

00

250

260

270

280

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

265.35

265.2

(D

RIV

E L

T)

ST

A. 531+

72

(D

RIV

E R

T)

ST

A. 532+

50

+65

+83

VARIES

6.97

%

waterlin

e

2:1

10.40

%

VARIES

8.00

%3.32

%

8.00

%4.53

%

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

Date

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

216212X

S_N

HR

oute

11431

5

- -

EN

P

CN

S

01/2016

02/2017

44

61

4.0

0'

12.00'

12.00'

12.00'

5.0

0'

20.00'

4.0

0'

12.00'

6.0

0'

250

260

270

280

290

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

25

0

26

0

27

0

28

0

29

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

250

260

270

280

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

25

0

26

0

27

0

28

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

250

260

270

280

290

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

25

0

26

0

27

0

28

0

29

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

250

260

270

280

290

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

25

0

26

0

27

0

28

0

29

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

250

260

270

280

290

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

25

0

26

0

27

0

28

0

29

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

268.45269.67270.93272.21273.57

268.4269.7270.9272.2273.6

Existing ROW Existing ROW Existing ROW Existing ROW Existing ROW

Existing ROW Existing ROW Existing ROW Existing ROW Existing ROW

CB +89

CB +56CB +83

12

" sp

p

DI +85

E.P.

T.W.

T.W.

E.P.

E.P.

T.W.

T.W.

E.P.

Curb

T.W.

T.W.

E.P.

Curb

E.P.

T.W.

T.W.

E.P.

E.P.

T.W.

T.W.

E.P.

Woods

C.O.R.

Drive

C.O.R.

Drive

C.O.R.

Drive

Drive

C.O.R.C.O.R.

%0

0.

5%

00.

5%

00.

2%

00.

2

waterlin

e

24" rcp

24" rcp

VARIES

ST

A. 535+

00

ST

A. 535+

50

(D

RIV

E R

T)

ST

A. 533+

50

ST

A. 534+

00

(D

RIV

E L

T)

ST

A. 534+

50

+79

+12

+9

2

8.00

%2.00

%

6:1

6.98

%

VARIES

5:1

3:1

VARIES

18

CB

WIT

H P

RO

PO

SE

D S

LO

PE

DO

NO

T I

MP

AC

T E

XIS

TIN

G

17

RECON./ADJ.

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

Date

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

216212X

S_N

HR

oute

11532

29

- -

EN

P

CN

S

01/2016

02/2017

45

61

4.0

0'

12.00'

12.00'

12.00'

5.0

0'

250

260

270

280

290

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

25

0

26

0

27

0

28

0

29

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

250

260

270

280

290

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

25

0

26

0

27

0

28

0

29

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

250

260

270

280

290

300

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

25

0

26

0

27

0

28

0

29

0

30

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

250

260

270

280

290

300

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

25

0

26

0

27

0

28

0

29

0

30

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

274.99276.46278.01279.64

275.0276.5278.0279.6

Existing ROW Existing ROW Existing ROW Existing ROW


E.P.

T.W.

T.W.

E.P.

E.P.

T.W.

T.W.

E.P.

E.P.

T.W.

T.W.

E.P.

E.P.

T.W.

T.W.

E.P.

C.O.R.

Woods

Woods

C.O.R.

Woods

Woods

C.O.R.

Woods

Woods

C.O.R.

Woods

Woods

+95

+03

+24

%0

0.

5%

00.

5%

00.

2%

00.

2

waterlin

e

6:1

4:1

ST

A. 536+

00

ST

A. 536+

50

ST

A. 537+

00

ST

A. 537+

50

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

Date

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

216212X

S_N

HR

oute

11474

13

- -

EN

P

CN

S

01/2016

02/2017

46

61

4.0

0'

12.00'

12.00'

12.00'

5.0

0'

250

260

270

280

290

300

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

25

0

26

0

27

0

28

0

29

0

30

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

260

270

280

290

300

310

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

26

0

27

0

28

0

29

0

30

0

31

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

260

270

280

290

300

310

320

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

26

0

27

0

28

0

29

0

30

0

31

0

32

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

260

270

280

290

300

310

320

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

26

0

27

0

28

0

29

0

30

0

31

0

32

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

281.42283.12284.71286.33

281.4283.1284.7286.3



CB +28

E.P.

T.W.

T.W.

E.P.

E.P.

T.W.

T.W.

Curb

E.P.

T.W.

T.W.

Curb

E.P.

T.W.

T.W.

Curb

C.O.R.

Woods

Woods

C.O.R.

Woods

Woods

C.O.R.

Ret.W.

Woods

Woods

C.O.R.

Ret.W.

Woods

Woods

+21

%0

0.

5%

00.

5%

00.

2%

00.

2

waterlin

e

ST

A. 538+

00

ST

A. 538+

50

ST

A. 539+

00

ST

A. 539+

50

5.00

%

4:1

2:1

6:1

VARIES

19

CONST.FRAME & GRATE

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

Date

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

216212X

S_N

HR

oute

11449

5

- -

EN

P

CN

S

01/2016

02/2017

47

61

8.2

9'

4.0

0'

12.00'

6.0

0'

4.0

0'

12.00'

12.00'

12.00'

5.0

0'

260

270

280

290

300

310

320

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

26

0

27

0

28

0

29

0

30

0

31

0

32

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

260

270

280

290

300

310

320

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

26

0

27

0

28

0

29

0

30

0

31

0

32

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

270

280

290

300

310

320

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

27

0

28

0

29

0

30

0

31

0

32

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

288.00289.60290.97

288.0289.6291.0



CB +27

CB +29

15

" rcp

E.P.

T.W.

T.W.

Curb

E.P.

T.W.

T.W.

Curb

E.P.

T.W.

T.W.

Curb

Woods

C.O.R.

Ret.W.

Woods

Woods

Woods

C.O.R.

Ret.W.

WoodsWoods

Woods

C.O.R.

Ret.W.

+4

1

%0

0.

2%

00.

2%

00.

5%

00.

5

waterlin

e

VARIES

ST

A. 540+

00

ST

A. 540+

50

ST

A. 541+

00

270

280

290

300

310

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

286.80

286.7

(D

RIV

E L

T)

ST

A. 539+

64

2.00

%5.00

%10.52

%

6:1

20:1

20:1

20

R5

CONST.FRAME & GRATE

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

Date

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

216212X

S_N

HR

oute

11342

9

- -

EN

P

CN

S

01/2016

02/2017

48

61

5.0

0'

12.00'

12.00'

12.00'

5.0

0'

10.00'

12.00'

12.00'

12.00'

5.0

0'

15.00'

12.00'

12.00'

12.00'

5.00'

20.00'

12.00'

12.00'

12.00'

5.0

0'

12.38'

270

280

290

300

310

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

27

0

28

0

29

0

30

0

31

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

270

280

290

300

310

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

27

0

28

0

29

0

30

0

31

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

270

280

290

300

310

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

27

0

28

0

29

0

30

0

31

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

270

280

290

300

310

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

27

0

28

0

29

0

30

0

31

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

292.16293.20294.09294.87

292.2293.2294.1294.9

Existing ROWExisting ROW Existing ROW Existing ROW


E.P.

T.W.

T.W.

Curb

E.P.

T.W.

T.W.

Curb

E.P.

T.W.

T.W.

Curb

E.P.

T.W.

T.W.

Woods

C.O.R.

Ret.W.

Fence

Woods

C.O.R.

Ret.W.

Woods

Woods

C.O.R.

Woods

Woods

C.O.R.

Woods

+6

1

%0

0.

2%

00.

2%

00.

5%

00.

5

waterlin

e

ST

A. 541+

50

ST

A. 542+

00

ST

A. 542+

50

ret. wall

(D

RIV

E R

T)

ST

A. 543+

00

5.0

%2.29

%

20:1

VARIES

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

Date

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

216212X

S_N

HR

oute

11551

6

- -

EN

P

CN

S

01/2016

02/2017

49

61

10.25'

12.00'

5.7

5'

6.0

0'

12.00'

10.00'

10.00'

10.00'

10.00'

12.00'

12.00'

12.00'

20.00'

12.00'

12.00'

12.00'

15.00'

12.00'

4.7

9'5

.7

3'

12.00'

8.0

0'

260

270

280

290

300

310

320

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

26

0

27

0

28

0

29

0

30

0

31

0

32

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

270

280

290

300

310

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

27

0

28

0

29

0

30

0

31

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

270

280

290

300

310

320

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

27

0

28

0

29

0

30

0

31

0

32

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

270

280

290

300

310

320

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

27

0

28

0

29

0

30

0

31

0

32

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

295.37295.69295.83295.78

295.4295.7295.8295.8



E.P.

T.W.

T.W.

E.P.

E.P.

T.W.

T.W.

E.P.

E.P.

T.W.

T.W.

E.P.

E.P.

T.W.

T.W.

Curb

Woods

C.O.R.

Woods

Woods

C.O.R.

Woods

Woods

Woods

Woods

C.O.R.

Woods

Woods

Woods

C.O.R.

Woods

Woods

Woods

Po

plar

4.8

'c

(S

AV

E)

%0

0.

5%

00.

5%

00.

2%

00.

2

+32

waterlin

e

ST

A. 543+

50

ST

A. 544+

00

ST

A. 544+

50

ST

A. 545+

00

+0

0

6:1

4:1

6:1

4:1

+01

VARIES

10:1

VARIES

20:1

VARIES

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

Date

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

216212X

S_N

HR

oute

11745

2

- -

EN

P

CN

S

01/2016

02/2017

50

61

8.0

8'

1.6

9'

1.6

9'

12.00'

12.00'

10.00'

10.00'

10.00'

10.00'

12.00'

1.6

9'

12.00'

3.8

3'4.5

8'

12.00'

8.0

0'

12.00'

12.00'

8.0

0'

5.0

0'

270

280

290

300

310

320

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

27

0

28

0

29

0

30

0

31

0

32

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

280

290

300

310

320

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

28

0

29

0

30

0

31

0

32

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

270

280

290

300

310

320

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

27

0

28

0

29

0

30

0

31

0

32

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

295.51295.19294.82

295.2294.7

Existing ROW

Existing ROW



Existing ROW

Existing ROW

DI +54

15

" rcp

Existing ROW

E.P.

T.W.

T.W.

Curb

E.P.

T.W.

T.W.

Curb

Curb

T.W.

T.W.

Curb

Drive

C.O.R.

Woods

Woods

Woods

C.O.R.

Fence

C.O.R.

Woods

Drive

%0

0.

5%0

0.

5

%0

0.

2%

00.

2%

00.

2

%0

0.

2%

40.

2

waterlin

e

ST

A. 546+

00

ST

A. 546+

50

010

20

30

40

50

60

70

80

90

10

0

27

0

28

0

29

0

30

0

31

0

010

20

30

40

50

60

70

80

90

10

0

294.38

294.3

(D

RIV

E R

T)

ST

A. 546+

76

295.3

(D

RIV

E L

T)

ST

A. 545+

50

5.0

%

2.02

%5.00

%

2.8

8'3

.4

4'

1.9

2' 2

.2

9'

6:1

4:1

6:1

4.59

%

10.27

%3:1

6:1

VARIES

CB +50

21

R6

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

Date

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

216212X

S_N

HR

oute

11693

27

- -

EN

P

CN

S

01/2016

02/2017

51

61

9.0

4'

12.00'

12.00'

10.00'

12.00'

12.00'

7.9

0'

10.00'

270

280

290

300

310

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

27

0

28

0

29

0

30

0

31

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

270

280

290

300

310

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

27

0

28

0

29

0

30

0

31

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

260

270

280

290

300

310

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

26

0

27

0

28

0

29

0

30

0

31

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

260

270

280

290

300

310

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

26

0

27

0

28

0

29

0

30

0

31

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

294.21293.45

294.0293.4

Existing ROW

Existing ROW

Existing ROW

Existing ROW

Existing ROW

Existing ROW

Existing ROW

Existing ROW

Existing ROW

Existing ROW

Existing ROW

Existing ROW

CB +23

15

" rcp

Existing ROW

Curb

T.W.

T.W.

E.P.

bgr

E.P.

T.W.

T.W.

E.P.bgr

Curb

T.W.

T.W.

E.P.bgr

Curb

T.W.

T.W.

E.P.bgr

C.O.R.

Woods

Drive

C.O.R.

Woods

C.O.R.

Woods

Drive

C.O.R.

Woods

+30

+27

%0

0.

5%

04.

2%

04.

2%

05.

2

waterlin

e

VARIES

ST

A. 547+

00

ST

A. 547+

50

ST

A. 548+

00

ST

A. 548+

50

1.1

5'

0.9

6'

VARIES

R6

22

CONST.FRAME & GRATE

EN

D C

ON

ST

RU

CT

ION

LIM

IT

OF

WO

RK

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

Date

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

216212X

S_N

HR

oute

11197

4

- -

EN

P

CN

S

01/2016

02/2017

52

61

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

21

62

12

_M

C2

X X

S

- -

- -

53

61

230

240

250

260

270

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

23

0

24

0

25

0

26

0

27

0

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

230

240

250

260

270

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

23

0

24

0

25

0

26

0

27

0

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

230

240

250

260

270

280

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

23

0

24

0

25

0

26

0

27

0

28

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

230

240

250

260

270

280

01

02

03

04

05

06

07

08

09

01

00

-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

23

0

24

0

25

0

26

0

27

0

28

0

01

02

03

04

05

06

07

08

09

01

00

-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

258.4258.6258.7258.4

EP

PROPOSED R.O.W.

PROPOSED R.O.W.

NH

RO

UT

E 1

1

NH

RO

UT

E 1

1

ST

A.

0+

00

ST

A.

0+

10

ST

A.

0+

20

ST

A.

0+

30

BE

GIN

PIK

E'S

DR

IV

EW

AY

WO

RK

ST

A. 0+

27

+34

PL

AN

PR

EP

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

21

62

12

_M

C2

X X

S

- -

- -

PL

AN

PR

EP

EP

RE

D

1/2016

1/2016

53

61

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

21

62

12

_M

C2

X X

S

-- -

54

61

230

240

250

260

270

280

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

23

0

24

0

25

0

26

0

27

0

28

0

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

230

240

250

260

270

280

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

23

0

24

0

25

0

26

0

27

0

28

0

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

230

240

250

260

270

280

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

23

0

24

0

25

0

26

0

27

0

28

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

230

240

250

260

270

280

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

23

0

24

0

25

0

26

0

27

0

28

0

01

02

03

04

05

06

07

08

09

01

00

-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

256.10254.44

257.9257.6257.6257.1

3:1

PROPOSED R.O.W.

PROPOSED R.O.W.

ST

A.

0+

40

ST

A.

0+

60

ST

A.

0+

70

ditchditch

PROPOSED R.O.W.

PROPOSED R.O.W.

PROPOSED R.O.W.

PROPOSED R.O.W.

drive

drivedrive

drive

post sign

drivedrivedrive

PIK

E'S

DR

IV

EW

AY

ST

A.

0+

40

NH

RO

UT

E 1

1 C

RO

SS

SL

OP

E M

AT

CH

ST

A. 0+

50 (

QM

L)

QML

QML

QML

QMLQML

QML

VARIES

VARIES

VARIES

4:1

VARIES

P

LA

NP

RE

P

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

21

62

12

_M

C2

X X

S

- 82

- -

PL

AN

PR

EP

EP

RE

D

1/2016

1/2016

54

61

8.0

0ft

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

21

62

12

_M

C2

X X

S

- -

55

61

230

240

250

260

270

280

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

23

0

24

0

25

0

26

0

27

0

28

0

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

230

240

250

260

270

280

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

23

0

24

0

25

0

26

0

27

0

28

0

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

230

240

250

260

270

280

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

23

0

24

0

25

0

26

0

27

0

28

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

230

240

250

260

270

280

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

23

0

24

0

25

0

26

0

27

0

28

0

01

02

03

04

05

06

07

08

09

01

00

-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

252.77247.71247.66247.61

256.7256.3256.0255.7

3:1

3:13:1

3:1

3:1

3:1

3:1

3:1

RE

D

PROPOSED R.O.W.

PROPOSED R.O.W.

ST

A.

0+

80

ST

A.

0+

90

ST

A.

1+

00

ST

A.

1+

10

ditch

ditch

ditchditch

PROPOSED R.O.W.

PROPOSED R.O.W.

PROPOSED R.O.W.

PROPOSED R.O.W.

PROPOSED R.O.W.

PROPOSED R.O.W.

drive

drivedrivedrive

sign

signpost

drive

drivedrive

ST

A.

0+

84

BE

GIN

TR

EA

TM

EN

T S

WA

LE

QML

QML

QML

VARIES

3:1

3:1

QML

QML

APPR

OX. 5:1

APPR

OX. 4:1

QML

VARIES

P

LA

NP

RE

P

2

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

21

62

12

_M

C2

X X

S

31

- -

PL

AN

PR

EP

EP

RE

D

1/2016

1/2016

55

61

8.0

0ft

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

21

62

12

_M

C2

X X

S

- -

56

61

230

240

250

260

270

280

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

23

0

24

0

25

0

26

0

27

0

28

0

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

230

240

250

260

270

280

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

23

0

24

0

25

0

26

0

27

0

28

0

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

230

240

250

260

270

280

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

23

0

24

0

25

0

26

0

27

0

28

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

230

240

250

260

270

280

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

23

0

24

0

25

0

26

0

27

0

28

0

01

02

03

04

05

06

07

08

09

01

00

-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

247.56247.51247.46247.41

255.4255.0254.7254.3

3:1

3:1

3:1

3:1

3:1

3:1

3:1

3:1

PROPOSED R.O.W.

PROPOSED R.O.W.

ST

A.

1+

20

ST

A.

1+

30

ST

A.

1+

40

ST

A.

1+

50

ditchditchditch

ditch

PROPOSED R.O.W.PROPOSED R.O.W.

PROPOSED R.O.W. PROPOSED R.O.W.PROPOSED R.O.W.

PROPOSED R.O.W.

drive

drivedrive

drive

sign

ST

A. 1+

47

EN

D P

IK

E'S

DR

IV

EW

AY

WO

RK

QML

QML

QML

VARIES

VARIES

VARIES

VARIES

P

LA

NP

RE

P

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

21

62

12

_M

C2

X X

S

4- -

PL

AN

PR

EP

EP

RE

D

1/2016

1/2016

56

61

13

8.0

0ft

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

21

62

12

_M

C2

X X

S

- -

57

61

230

240

250

260

270

280

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

23

0

24

0

25

0

26

0

27

0

28

0

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

230

240

250

260

270

280

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

23

0

24

0

25

0

26

0

27

0

28

0

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

230

240

250

260

270

280

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

23

0

24

0

25

0

26

0

27

0

28

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

230

240

250

260

270

280

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

23

0

24

0

25

0

26

0

27

0

28

0

01

02

03

04

05

06

07

08

09

01

00

-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

247.36247.31247.26247.21

253.9253.5253.0252.5

3:1

3:1

3:1

3:1

3:1

3:1

3:1

3:1

ST

A.

1+

60

ST

A.

1+

70

ST

A.

1+

80

ST

A.

1+

90

ditch

ditch

ditch

ditch

PROPOSED R.O.W.


PROPOSED R.O.W.


PROPOSED R.O.W. PROPOSED R.O.W.

drivedrive

drive

drive

APPR

OX. 5:1

VARIES

VARIES

6:1

P

LA

NP

RE

P

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

21

62

12

_M

C2

X X

S

1 4

- -

PL

AN

PR

EP

EP

RE

D

1/2016

1/2016

57

61

8.0

0ft

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

21

62

12

_M

C2

X X

S

- -

- -

58

61

230

240

250

260

270

280

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

23

0

24

0

25

0

26

0

27

0

28

0

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

230

240

250

260

270

280

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

23

0

24

0

25

0

26

0

27

0

28

0

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

230

240

250

260

270

280

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

23

0

24

0

25

0

26

0

27

0

28

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

230

240

250

260

270

280

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

23

0

24

0

25

0

26

0

27

0

28

0

01

02

03

04

05

06

07

08

09

01

00

-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

247.16247.11247.06247.01

252.0251.5250.7249.6

3:1

3:1

3:1

3:1

3:1

3:1

3:1

3:1

PROPOSED R.O.W.

ST

A.

2+

00

ST

A.

2+

10

ST

A.

2+

20

ST

A.

2+

30

ditch

ditch

ditch

ditch


PROPOSED R.O.W.

PROPOSED R.O.W.

PROPOSED R.O.W.

PROPOSED R.O.W.

PROPOSED R.O.W.

drivedrive

drive

drive

+07

P

LA

NP

RE

P

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

21

62

12

_M

C2

X X

S

- -

- -

PL

AN

PR

EP

EP

RE

D

1/2016

1/2016

58

61

6.7

4ft

6.9

2ft

7.1

0ft

7.2

8ft

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

21

62

12

_M

C2

X X

S

- -

- -

59

61

230

240

250

260

270

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

23

0

24

0

25

0

26

0

27

0

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

230

240

250

260

270

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

23

0

24

0

25

0

26

0

27

0

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

230

240

250

260

270

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

23

0

24

0

25

0

26

0

27

0

01

02

03

04

05

06

07

08

09

01

00

-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

230

240

250

260

270

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

23

0

24

0

25

0

26

0

27

0

01

02

03

04

05

06

07

08

09

01

00

-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

230

240

250

260

270

01

02

03

04

05

06

07

08

09

01

00

-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

23

0

24

0

25

0

26

0

27

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

246.29245.67244.96244.06243.16

246.3245.7245.0244.0243.1

2:1

2:1

2:1

2:1

2:1

2:1

2:1

2:1

6.5

6ft V

ARIES

VARIES

PROPOSED R.O.W.

PROPOSED R.O.W.

ST

A.

2+

90

ST

A.

3+

00

ST

A.

3+

10

ST

A.

3+

20

ST

A.

3+

30

ditchditchditchditchditch

PROPOSED R.O.W.

PROPOSED R.O.W.

PROPOSED R.O.W.PROPOSED R.O.W.PROPOSED R.O.W.

PROPOSED R.O.W.


drivedrive

drivedrivedrive

building

P

LA

NP

RE

P

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

21

62

12

_M

C2

X X

S

- -

- -

PL

AN

PR

EP

EP

RE

D

1/2016

1/2016

59

61

7.4

6ft

7.6

4ft

7.8

2ft

8.0

0ft

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

21

62

12

_M

C2

X X

S

- -

- -

60

61

230

240

250

260

270

280

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

23

0

24

0

25

0

26

0

27

0

28

0

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

230

240

250

260

270

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

23

0

24

0

25

0

26

0

27

0

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

230

240

250

260

270

01

02

03

04

05

06

07

08

09

01

00

-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

23

0

24

0

25

0

26

0

27

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

230

240

250

260

270

01

02

03

04

05

06

07

08

09

01

00

-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

23

0

24

0

25

0

26

0

27

0

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

230

240

250

260

270

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

23

0

24

0

25

0

26

0

27

0

01

02

03

04

05

06

07

08

09

01

00

-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

246.96246.91246.86246.81246.76

248.6247.8247.1246.8246.8

3:1

3:1

3:1

3:1

2:1

2:1

2:1

2:1

2:1

2:1

PROPOSED R.O.W.

PROPOSED R.O.W.

ST

A.

2+

40

ST

A.

2+

50

ST

A.

2+

60

ST

A.

2+

70

ST

A.

2+

80

ditchditchditch

ditchditch

PROPOSED R.O.W.

PROPOSED R.O.W.

PROPOSED R.O.W.

PROPOSED R.O.W.

PROPOSED R.O.W.

PROPOSED R.O.W.

PROPOSED R.O.W.

PROPOSED R.O.W.

drivedrive

drive

drive

drive

fence

P

LA

NP

RE

P

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

21

62

12

_M

C2

X X

S

- -

- -

PL

AN

PR

EP

EP

RE

D

1/2016

1/2016

60

61

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

21

62

12

_M

C2

X X

S

- -

- -

61

61

220

230

240

250

260

270

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

22

0

23

0

24

0

25

0

26

0

27

0

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

220

230

240

250

260

270

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

22

0

23

0

24

0

25

0

26

0

27

0

01

02

03

04

05

06

07

08

09

01

00

-10

-20

-30

-40

-50

-60

-70

-80

-90

-1

00

220

230

240

250

260

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

22

0

23

0

24

0

25

0

26

0

01

02

03

04

05

06

07

08

09

01

00

-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

220

230

240

250

260

010

20

30

40

50

60

70

80

90

10

0-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

22

0

23

0

24

0

25

0

26

0

01

02

03

04

05

06

07

08

09

01

00

-1

0-2

0-3

0-4

0-5

0-6

0-7

0-8

0-9

0-1

00

242.06240.82239.58239.45

242.0240.8239.6239.4

2:1

2:1

2:1

2:1

2:1

2:1

6.0

0ft

6.0

2ft

6.2

0ft

6.3

8ft

VARIES

PROPOSED R.O.W.

PROPOSED R.O.W.

ST

A.

3+

40

ST

A.

3+

50

ST

A.

3+

60

ST

A.

3+

61

ditch ditch ditch ditch

PROPOSED R.O.W.

PROPOSED R.O.W.

PROPOSED R.O.W.

PROPOSED R.O.W.

PROPOSED R.O.W.

P

LA

NP

RE

P

SH

EE

T C

HE

CK

ED

AS

BU

IL

T D

ET

AIL

S

DA

TE

DA

TE

DA

TE

DA

TE

NU

MB

ER

DA

TE

ST

AT

ION

ST

AT

ION

DE

SC

RIP

TIO

N

RE

VIS

IO

NS

AF

TE

R P

RO

PO

SA

LS

DR

PR

OC

ES

SE

D

NE

W D

ES

IGN

ST

AT

E P

RO

JE

CT

NO

.S

HE

ET

NO

.T

OT

AL

SH

EE

TS

CO

MM

ON

EX

CA

V.

FIL

L

RO

CK

EX

CA

V.

MU

CK

EX

CA

V.

SH

EE

T T

OT

AL

S

DG

N

C.Y

.

C.Y

.C

.Y.

C.Y

.

16

21

21

62

12

_M

C2

X X

S

- -

- -

PL

AN

PR

EP

EP

RE

D

1/2016

1/2016

61

61

Documents

SHEET NO. DESCRIPTIONgis.dot.nh.gov/plan/16212.POP.pdf · 2019. 10. 9. · sheet no. description index of sheets or as ordered. leveling course to the rates indicated on the plans