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ESTIMATED QUANTITIES

ITEM NO. QUANTITYDESCRIPTION UNIT

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NA

GE

R

SHEET NUMBER

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2

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3

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NS

4

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WE

D

OF

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SIG

N2-

DE

TAIL

ED

2

DE

SIG

N3-

DE

TAIL

ED

3

WIN

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HW

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LA

NS

DE

PA

RT

ME

NT O

F T

RA

NSP

OR

TA

TIO

N

ST

AT

E O

F M

AIN

E

DA

TE

SIG

NA

TU

RE

P.E.

NU

MB

ER

2

020352.0

0

20352.0

0

FA

RMIN

GT

ON

COFFERDAM: UPSTREAM

203.20

203.35

206.07

304.10

COMMON EXCAVATION

STRUCTURAL ROCK EXCAVATION-DRAINAGE & MINOR STRUCTURES

AGGREGATE SUBBASE COURSE-GRAVEL

403.210

403.213

409.15

511.07

511.07

HOT MIX ASPHALT 12.5 MM BASE

BITUMINOUS TACK COAT, APPLIED

COFFERDAM: DOWNSTREAM

518.80

524.301

526.301

534.71

606.23

606.231

610.08

CRACK REPAIR

TEMPORARY STRUCTURAL SUPPORT

TEMPORARY CONCRETE BARRIER TYPE I

GUARDRAIL TYPE 3C-SINGLE RAIL

GUARDRAIL TYPE 3C-15 FOOT RADIUS AND LESS

10

20

70

25

1

1

30

1

40

60

CY

CY

CY

CY

T

T

G

LS

LS

LF

LS

LF

CY

LF

LF

150

250

waste areas reviewed by the Resident. Grading, seeding, and mulching of waste

areas shall be considered incidental to 656 items.

10. All waste material not used on the project shall be disposed of in acceptable

12. All work shall be done in accordance with the Maine Department of Transportation’s

Best Management Practices for Erosion & Sedimentation Control, February 2008.

13. Stations referenced in the construction notes are approximate.

GEOTECHNICAL NOTES

11. No separate payment for superintendent of foreman will be made for the supervision of

equipment being paid for under the equipment rental items.

14. Stone which cannot be rolled or compacted into the surface of the shoulder shall be

removed by hand raking. Payment for hand raking will be considered incidental to Item

304.10 Aggregate Subbase Course - Gravel.

9. Saw cut joints shall be considered incidental to Item 203.20

HOT MIX ASPHALT, 9.5 MM SURFACE

180

PLAIN RIPRAP CY15

EROSION CONTROL MIX

613.319

620.58

627.733

629.05

631.12

631.172

643.72

652.312

652.33

652.34

652.35

652.38

656.75

EROSION CONTROL BLANKET

4 INCH WHITE OR YELLOW PAINTED PAVEMENT MARKING LINE

HAND LABOR, STRAIGHT TIME

ALL PURPOSE EXCAVATOR (INCLUDING OPERATOR)

TRUCK-LARGE (INCLUDING OPERATOR)

TEMPORARY TRAFFIC SIGNAL

TYPE III BARRICADE

DRUM

CONE

CONSTRUCTION SIGNS

FLAGGER

TEMPORARY SOIL EROSION AND WATER POLLUTION CONTROL

SY

UN

UN

CY

EROSION CONTROL GEOTEXTILE SY

LF

HR

HR

HR

LS

EA

EA

EA

SF

HR

LS

1

10

10

10

224

10

5

5

2

10

30

200

50

1

address is http://www.maine.gov/mdot/contractors/.

will be representative of actual conditions at the time of construction. The MaineDOT web

the subject site. No assurance is given that the information or the conclusions of the report

The hydrologic report is based on MaineDOT’s interpretation of the information obtained for

8. The hydrologic report of the stream site may be accessed at the MaineDOT web address.

Material for Underwater Backfill.

water elev shall be Granular Borrow meeting the requirements of Subsection 703.19,

7. All embankment material, except as otherwise shown, placed below normal high

as determined by the Resident.

6. Do not excavate for Aggregate Subbase Course where existing material is suitable

5. For easements, construction limits and right of way lines, refer to Right of Way Map.

to the contract.

Any clearing of trees less than 3" DBH shall be considered incidental

of any tree 3" or greater diameter breast high (DBH) will be permitted.

15. All clearing necessary for this project has been completed. No clearing

GENERAL CONSTRUCTION NOTES

15

CY206.061 STRUCTURAL EARTH EXCAVATION-DRAINAGE & MINOR STRUCTURES 110

8

160

16. Removal of the existing stone drainage structure will be paid for under Item 206.0611.

50

659.10 1 LSMOBILIZATION

G

EN

ER

AL

CO

NS

TR

UC

TIO

N

NO

TE

S

ES

TI

MA

TE

D

QU

AN

TITIE

S,

TY

PIC

AL, &

CL

-2.5%-2.5%

the finished shoulder, shall be compacted.

5. The entire embankment, including the areas beyond the 1.5H:1V line extending from

compacted. Payment will be incidental to Item 203.20.

Holes below subgrade that result from their removal shall be backfilled with native soil and

4. Cobbles and boulders larger than 6 inches encountered at subgrade shall be removed.

Specification 203.09 and OSHA requirements for excavation.

shown on the plans, the existing slope shall be continiously benched as per Standard

3. Where new embankment fills are placed on existing slopes steeper than 2H:1V and as

between boring locations.

locations. Data provided may not be representative of the subsurface conditions

in the Geotechnical Report present interpretive subsurface information collected at discrete

or conclusions drawn from, the geotechnical information. The Boring Logs contained

Department shall not be responsible for the Bidder’s and Contractor’s interpretation of,

be representative of actual subsurface conditions at the time of construction. The

and Contractor’s use. No assurance is given that the information or interpretations will

2. Geotechnical information referenced in this plan set is for the Bidders’

MAINE DOT Soils Report 2016-02 may be accessed at the MaineDOT website.

THE EXTENSION OF STATE ROUTE 4 LARGE CULVERT FARMINGTON, MAINE,

1. The Geotechnical Report For This Project, GEOTECHNICAL DESIGN REPORT FOR

Actual bedrock elevations will vary.

bedrock at the bearing elevation has been estimated based on the boring information.

6. The bedrock will vary in nature, slope and degree of fracturing. The presence of

7. The bedrock surface shall be cleaned of all weathered or fractured rock or loose soil.

in level steps or made less steep than 4H:1V.

8. Where the bedrock surface slope exceeds 4H:1V the bedrock surface shall be benched

Minor Structures.

removal will be made under Item No. 206.07 - Structural Rock Excavation - Drainage and

9. Bedrock that protrudes above the bearing elevation shall be removed. Payment for bedrock

508.13 10 SYSHEET WATERPROOFING MEMBRANE

equipment, and materials required to make repairs shall be at the Contractor’s expense.

or operations shall be repaired to the satisfaction of the Resident. All work,

4. Any damage to the slopes caused by the Contractor’s equipment, personnel,

3. Erosion Control Mix shall be placed to a nominal depth of 4" on the inslope.

2. No existing drainage shall be abandoned or plugged without prior approval of the Resident.

to the related paving Items.

1. Any necessary cleaning of existing pavement prior to paving shall be incidental

RO

UT

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4

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Y

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TIN

GT

ON

8’12’

TYPICAL FULL CONSTRUCTION SECTION

SUBBASE COARSE GRAVEL

24" AGGREGATE

VARIABLE

3 EA

4 EA

621.032

621.038

1.25" HMA SURFACE

2.5" HMA BASE

2.5" HMA BASE

L.K

AN

DIK

O

203.25 GRANULAR BORROW 200 CY

CRUSHED STONE FILL 15

652.36 CDMAINTENANCE OF TRAFFIC CONTROL DEVICES 45

621.552 5 EA

621.255 6 EA

621.044 3 EA

EVERGREEN TREES (4 FOOT - 5 FOOT) GROUP B

EVERGREEN TREES (5 FOOT - 6 FOOT) GROUP B

EVERGREEN TREES (6 FOOT - 8 FOOT) GROUP B

LARGE DECIDUOUS TREES (8 FOOT - 10 FOOT) GROUP A

DECIDUOUD SHRUBS (3 FOOT - 4 FOOT) GROUP A

PRECAST CONCRETE BOX CULVERT

UN527.34 WORK ZONE CRASH CUSHIONS 2

SEEDING METHOD NUMBER 2 - PLAN QUANTITY

MULCH - PLAN QUANTITY

618.14

619.12

619.14

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X

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LV

ER

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8

CL

CL ROADWAY

CL STREAM

É Precast Concrete Toe Wall

INCIDENTAL TO ITEM NO. 534.75 - EXTENSION OF EXISTING BOX CULVERT.

TO THE DEPARTMENT FOR REVIEW AND ACCEPTANCE. MECHANICAL CONNECTION SHALL BE CONSIDERED

CULVERT EXTENSTIONS SHALL BE DESIGNED BY THE CONTRACTOR AND THE SUPPLIER AND SUBMITTED

4. THE MECHANICAL CONNECTION BETWEEN THE EXISTING BOX CULVERT ENDS AND THE PROPOSED BOX

SIDES OF THE PRECAST UNITS.

3. INSTALL SHEET WATERPROOFING MEMBRANE OVER THE TOP AND 12 INCHES DOWN THE EXTERIOR

MANUFACTURER’S SPECIFICATIONS AS APPLICABLE.

WITH STANDARD SPECIFICATION, SECTION 534, PRECAST STURCTURAL CONCRETE, AND WITH THE

2. THE CONSTRUCTION, HANDELING AND ASSEMBLY OF THE PRECAST UNITS SHALL BE IN ACCORDANCE

COVER OF 18 INCHES OVER THE TOP OF THE UNITS.

1. THE PRECAST UNIT SHALL BE DESIGNED TO CARRY CONSTRUCTION LOADING WITH A MINIMUM FILL

PRECAST CONCRETE BOX NOTES

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UT

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4

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37’73.3’

12’25’

8’

6’SLOPE: 6.6% SLOPE: 0.0%

29°

EXISTING 6’ SPAN X 8’ RISE PRECAST CONCRETE BOX CULVERT

PROPOSED 6’ SPAN X 8’ RISE PRECAST CONCRETE BOX CULVERT EXTENSION

CONCRETE HEADWALL (TYP.)

1’ X 1’ PRECAST

CONCRETE TOEWALL (TYP.)

1’ X 1’ PRECAST

Flow Flow

A A B B

SECTION VIEW

PLAN VIEW

1.5’

2’

1’

8’

6’

1’

SHEET WATERPROOFING MEMBRANE

UNDERDRAIN BACKFILL MATERIAL TYPE C

12" GRANULAR BORROW OR

1.0’

1.0’

4 - #5 BARS (2-E.F.)

AT 12" MAX

#5 STIRRUP

SECTION A-A

HEADWALL DETAIL

SECTION B-B

TOEWALL DETAIL

6"

1’-6

"

2’-0"

6 - #5 BARS (3-E.F.)

1’-0"

#8 REBAR

AT 12’ MAX

#5 STIRRUP

MAINEDOT QUALIFIED LIST

CEMENTOUS ANCHORING FROM

" PVC SLEEVE WITH221

Flow

Flow

37’3’

5’

SLOPE: 6.6%

SLOPE: 0.0%

CROSS SECTION VIEW

EXISTING 6’ SPAN X 8’ RISE CONCRETE BOX CULVERT

PROPOSED 6’ SPAN X 8’ RISE CONCRETE BOX CULVERT EXTENSION

INLET ELEV: 440.65’

OUTLET ELEV: 440.65’

PLAIN RIPRAP

PRECAST CONCRETE HEADWALL

PRECAST CONCRETE TOEWALL

RIPRAP APRON

UNDERDRAIN BACKFILL MATERIAL TYPE C

12" GRANULAR BORROW OR

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STA. 10+43.21 MATCH EXISTING ROADWAY PROFILE

HOT MIX ASPHALT

AGGREGATE SUBBASE COARSE GRAVEL

GRANULAR BORROW

6’ SPAN X 8’ RISE PRECAST CONCRETE BOX CULVERT

UNDERDRAIN BACKFILL TYPE C

GRANULAR BORROW OR

X

TO BE INCIDENTAL TO CULVERT ITEMS

- PAYMENT FOR STONE RELOCATION

- COORDINATE WITH THE RESIDENT

APPROXIMATELY IN THIS LOCATION

REMOVED STONES TO BE PILED

RESIDENT/MAINEDOT LANDSCAPE PERSONNEL

BE DETERMINED IN THE FIELD BY THE

LOCATION OF TREE PLANTINGS TO

L.K

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PROFILE

470

465

460

10+0011+00 12+00

455

435

430

425

450

445

440

12+00

430

435

10+00

425

11+00

440

460

470

465

445

450

455

CL

LIMITS OF WORK LIMITS OF WORK

BOX CULVERT EXTENSION

6’ SPAN X 8’ RISE CONCRETE

10+00 11+00 12+00

NEEDED FOR CONSTRUCTION

DRAINAGE STRUCTURE AS

REMOVE EXISTING STONE

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0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100-5-10-15-20-25-30-35-40

445

450

455

460

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475

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100-5-10-15-20-25-30-35-40

435

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0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100-5-10-15-20-25-30-35-40

10+25.00

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445

450

455

460

465

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475

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100-5-10-15-20-25-30-35-40

Sta. 10+00.00 to Sta. 10+25.00

CL

CL

5

020352.0

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20352.0

0

FA

RMIN

GT

ON

810+00.00 (MATCH EXISTING)

2.5:1

EROSION CONTROL MIX (4" Depth)

-2.5%

RO

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4K.M

AG

UIR

E

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ON

L.K

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440

445

450

455

460

465

470

475

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100-5-10-15-20-25-30-35-40

435

440

445

450

455

460

465

470

475

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100-5-10-15-20-25-30-35-40

Sta. 10+43.21 to Sta. 10+50.00

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0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100-5-10-15-20-25-30-35-40

10+50.00

440

445

450

455

460

465

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475

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100-5-10-15-20-25-30-35-40

CL

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BA

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S

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ON

SKEW 29° AHEAD RIGHT

10+43.21

2:1 EROSION CONTROL MIX (4" DEPTH)

EROSION CONTROL MIX (4" DEPTH)

RIPRAP

PRECAST CONCRETE HEADWALL

TO REMAIN

CONCRETE BOX CULVERT

EXISTING 6’ SPAN X 8’ RISE

UNDERDRAIN BACKFILL MATERIAL TYPE C

12" GRANULAR BORROW OR

INLET ELEV: 440.65’

OUTLET ELEV: 440.65’

RIPRAP APRON

PRECAST CONCRETE TOEWALLCONCRETE BOX CULVERT EXTENSION

PROPOSED 6’ SPAN X 8’ RISE

Flow

Flow

SLOPE: 6.6%

SLOPE: 0.0%

2.5%

2.5%

REMOVE EXISTING STONE DRAINAGE STRUCTURE

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460

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475

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100-5-10-15-20-25-30-35-40

11+00.00

430

435

440

445

450

455

460

465

470

475

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100-5-10-15-20-25-30-35-40

Sta. 10+75.00 to Sta. 11+00.00

CL

435

440

445

450

455

460

465

470

475

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100-5-10-15-20-25-30-35-40

10+75.00

435

440

445

450

455

460

465

470

475

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100-5-10-15-20-25-30-35-40

CL

EROSION CONTROL MIX (4" DEPTH)

EROSION CONTROL MIX (4" DEPTH)

1:2

7

020352.0

0

20352.0

0

FA

RMIN

GT

ON

8

-2.5%

REMOVE EXISTING STONE DRAINAGE STRUCTURE

RO

UT

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4K.M

AG

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ON

REMOVE EXISTING STONE DRAINAGE STRUCTURE

L.K

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IPF

D. O.

GRID NORTH

STATE HIGHWAY "32" ROUTE 4

CYNTHIA MADORE

THIS PLAN WAS PREPARED IN CONNECTION WITH THE DEPARTMENT’S ACQUISITION

OF REAL PROPERTY FOR TRANSPORTATION PURPOSES. IT CANNOT BE USED TO

ESTABLISH LEGAL BOUNDARIES BETWEEN ABUTTING PROPERTY OWNERS.

P.L.

P.L.

FAIRBANKS ROAD

TO FARMINGTON VILLAGETO STRONG

JENNIE A. DYAR

BEGIN B.L.

DYAR BR

OO

K

59.62’

140.76’

E = 0.46’

T = 70.39’

L = 140.76’

R = 5384.29’

PI = 11+30.00

CURVE DATA #1

DR

AIN

AG

E E

ASE. L

IMIT

S

+75 +03

85’ 8

0’

90’

+70 +40 +60

SLO

PE EASE. LIM

ITS

SLOPE EASE. LIMITS

SL

OPE

EAS

E.

LIM

ITS

LIMITSTEMP. CONST.

TEMP. C

ONST. LIMIT

S

+97

ï »¿0.

07î�

WROUGHT PORTION (L.O.W.P.)

HIGHWAY PURPOSES WITHIN LIMITS OF

NOTE: PRESCRIPTIVE EASEMENT FOR

RIGHT OF WAY BOUNDARY PRIOR

TO DISCONTINUANCE OF 1942

FRANKLIN COUNTY COMMISSIONERS RECORDS

VOLUME 12 PAGE 305

RIGHT OF WAY BOUNDARY PRIOR TO DISCONTINUANCE OF 1942FRANKLIN COUNTY COMMISSIONERS RECORDSVOLUME 12 PAGE 305

S.H.C. FILE NO. 4-27, SHEET 1, JUNE 1940

1793, 4 RODS WIDE

VOLUME 2 PAGE 96

OXFORD COUNTY COMMISSIONERS RECORDS

EXISTING RIGHT OF WAY REFERENCE:

35’

DR

AIN

AG

E E

ASE. L

IMIT

S

+35

70’

ï »¿0.12î �

STA. 10+35 RT. TO STA. 11+03 RT.

OUTLET DRAINAGE STRUCTURE

LIMITS OF WROUGHT PORTION

+57*

+28*

ï »¿1,747î��

0.0

5*

AC.

TOTAL AREA = 18* AC. (PER TAX MAP)SLOPE EASE. = 1,747* S.F. (1)ITEM NO. (1)KATIE S. PRESTON

END B.L. AT P.T. STA. 12+00.38

TOTAL AREA = 29* AC. (PER TAX MAP)TEMP. CONST. RIGHTS = 0.07* AC. (1)DRAINAGE EASE. = 0.05* AC. (1)SLOPE EASE. = 0.12* AC. (1)

ITEM NO. (2)

MARTIN HANLON

CAITLIN HANLON

PO

B

=

ST

A. 10

+00.00

10+00 11+00 12+00

PT

=

ST

A. 12

+00.38

PC

=

ST

A. 10

+59.62

COMBINED FACTOR 0.9999646522

NAVD88

MAINE 2000 W

EST ZONE

US STATE PLANE NAD83 (2011)

NO. GRANTOR INSTRUMENT DATE BOOK PAGE

COUNTY RECORDSHEET NUMBER

OFDATE

COMMISSIONER

CHIEF ENGINEER

REVISIONS

NO. DATE DESCRIPTION BY

SY

MB

OLS

(SE

PTIC T

AN

K)

WA

TE

R LIN

E

GA

S LIN

E

ELE

CT

RIC LIN

E

TE

LE

PH

ON

E LIN

E

SE

WE

R LIN

E

PR

OP

ER

TY LIN

E

EXIS

TIN

G RIG

HT O

F W

AY

CO

NT

RO

L O

F A

CC

ES

S

NE

W RIG

HT O

F W

AY

RIG

HT O

F W

AY M

AP

ST

AT

E O

F M

AIN

E

DE

PA

RT

ME

NT O

F T

RA

NSP

OR

TA

TIO

N

16 S

TA

TE H

OU

SE ST

ATIO

N - A

UG

UST

A, M

E 0

4333-0

016

NE

W R

OW W

ITHIN E

XIS

T.

RO

W

BM

GR

ADIN

G LIM

IT LIN

E

CO

NS

TR

UC

TIO

N LIM

IT LIN

E PL

(WE

LL)

(RO

W M

ON

UM

EN

T)

(TR

AV

ER

SE P

OIN

T)

ITE

MT

EC

HC

HE

CK

ED

BA

SE

MA

P

EXIS

T.

R/

W

PR

OP.

LIN

ES

AR

EA

S

RIGHT-OF-WAY MAP

WIN

SCALE 1"= 25’

PLAN FILED IN PLAN BOOK PAGE

HIG

HW

AY

Divisio

n:

Filena

me:...\

HIG

HW

AY\

MS

TA\

008

_R

WP

LA

N1.d

gn

Userna

me:

Date:3/2

2/2

017

Lin

dsey.J.K

andik

o

S.T.

WW

GG

EE

TT

WE

LL

(IR

ON PIP

E or PIN F

OU

ND)

IPor

IPF

LIM

ITS O

F W

RO

UG

HT P

OR

TIO

N (

L.O.W.P.)

88

FARMINGTON

FA

RMIN

GT

ON

FRANKLIN COUNTY

STATE HIGHWAY "32"

PN

S

PN

S

DAVID BERNHARDT

JOYCE NOEL TAYLOR

SHEET 1 OF 1

DECEMBER 2014

D.O.T. FILE NO. 4-XXX

COND. 2/28/17 3893 266

20352.00

STATE PROJECT NO. 020352.00

FAIRBANKS ROAD ROUTE 4