automatically generated pdf from existing images....edition of aashto “standard specifications for...

Maine Department of Transportation

12/22/2014

Proposal ID: 020216.00 Project(s): 020216.00

1 PROJECT ITEMSSECTION:

Alt Set ID: Alt Mbr ID:

Contractor:

Bid AmountUnit PriceApproximateQuantity and

UnitsDescription

Item IDProposal

LineNumber Dollars Cents Dollars Cents

_________._____

0010 202.15

REMOVING MANHOLE OR CATCHBASIN

EA

3.000

_________._____

_________._____

0020 202.20

REMOVING BITUMINOUS CONCRETEPAVEMENT

SY

575.000

_________._____

_________._____

0030 202.202

REMOVING PAVEMENT SURFACE SY

67.000

_________._____

_________._____

0040 203.20

COMMON EXCAVATION CY

8,670.000

_________._____

_________._____

0050 203.26

GRAVEL BORROW CY

650.000

_________._____

_________._____

0060 304.15

AGGREGATE BASE COURSE - TYPE B CY

6,625.000

_________._____

_________._____

0070 403.207

HOT MIX ASPHALT 19.0 MM HMA T

1,000.000

_________._____

_________._____

0080 403.2081

12.5 MM POLYMER MODIFIED HOTMIX ASPHALT

T

725.000

_________._____

_________._____

0090 403.209

HOT MIX ASPHALT 9.5 MM(SIDEWALKS, DRIVES, INCIDENTALS)

T

115.000

_________._____

_________._____

0100 403.213

HOT MIX ASPHALT 12.5 MM BASE T

720.000

_________._____

_________._____

0110 409.15

BITUMINOUS TACK COAT - APPLIED G

320.000

_________._____

_________._____

0120 461.131

TEMPORARY PAVEMENT T

250.000

_________._____

Proposal Schedule of Items Page 1 of 8


12/22/2014




Contractor:


UnitsDescription

Item IDProposal


_________._____

0130 502.341

STRUCTURAL CONCRETE ROADWAYMEDIAN

CY

40.000

_________._____

_________._____

0140 502.342

STRUCTURAL CONCRETE ROADWAYTRUCK APRON

CY

125.000

_________._____

_________._____

0150 603.16

15 INCH CULVERT PIPE OPTION I LF

20.000

_________._____

_________._____

0160 603.165

15 INCH REINFORCED CONCRETEPIPE CLASS III

LF

512.000

_________._____

_________._____

0170 603.55

CONCRETE PIPE TIES GP

4.000

_________._____

_________._____

0180 604.072

CATCH BASIN TYPE A1-C EA

1.000

_________._____

_________._____

0190 604.092

CATCH BASIN TYPE B1-C EA

6.000

_________._____

_________._____

0200 604.11

CATCH BASIN TYPE C1 EA

1.000

_________._____

_________._____

0210 604.18

ADJUSTING MANHOLE OR CATCHBASIN TO GRADE

EA

1.000

_________._____

_________._____

0220 604.249

CATCH BASIN TYPE F6-C EA

1.000

_________._____

_________._____

0230 605.09

6 INCH UNDERDRAIN TYPE B LF

1,120.000

_________._____

_________._____

0240 606.23

GUARDRAIL TYPE 3C - SINGLE RAIL LF

312.500

_________._____



12/22/2014




Contractor:


UnitsDescription

Item IDProposal


_________._____

0250 606.265

TERMINAL END - SINGLE RAIL -GALVANIZED STEEL

EA

1.000

_________._____

_________._____

0260 606.353

REFLECTORIZED FLEXIBLEGUARDRAIL MARKER

EA

4.000

_________._____

_________._____

0270 606.356

UNDERDRAIN DELINEATOR POST EA

3.000

_________._____

_________._____

0280 606.81

TANGENT GUARDRAIL TERMINAL -ENERGY ABSORBING

EA

1.000

_________._____

_________._____

0290 609.11

VERTICAL CURB TYPE 1 LF

256.000

_________._____

_________._____

0300 609.12

VERTICAL CURB TYPE 1 - CIRCULAR LF

246.000

_________._____

_________._____

0310 609.234

TERMINAL CURB TYPE 1 - 4 FOOT EA

4.000

_________._____

_________._____

0320 609.26

CURB TRANSITION SECTION B TYPE1

EA

4.000

_________._____

_________._____

0330 609.34

CURB TYPE 5 LF

2,404.000

_________._____

_________._____

0340 609.341

CURB TYPE 5 - TRUCK APRON LF

569.000

_________._____

_________._____

0350 609.35

CURB TYPE 5 - CIRCULAR LF

131.000

_________._____

_________._____

0360 610.08

PLAIN RIPRAP CY

38.000

_________._____



12/22/2014




Contractor:


UnitsDescription

Item IDProposal


_________._____

0370 613.319

EROSION CONTROL BLANKET SY

275.000

_________._____

_________._____

0380 615.07

LOAM CY

590.000

_________._____

_________._____

0390 618.13

SEEDING METHOD NUMBER 1 UN

47.000

_________._____

_________._____

0400 619.1201

MULCH UN

47.000

_________._____

_________._____

0410 620.58

EROSION CONTROL GEOTEXTILE SY

75.000

_________._____

_________._____

0420 621.031

EVERGREEN TREES (4 FOOT - 5FOOT) GROUP A

EA

3.000

_________._____

_________._____

0430 621.039

EVERGREEN TREES (5 FOOT - 6FOOT) GROUP C

EA

3.000

_________._____

_________._____

0440 621.043

EVERGREEN TREES (6 FOOT - 8FOOT) GROUP A

EA

1.000

_________._____

_________._____

0450 621.101

PLUG/ STARTER PLANT EA

2,200.000

_________._____

_________._____

0460 621.287

LARGE DECIDUOUS TREE (3 INCH -3.50 INCH CALIPER) GROUP C

EA

4.000

_________._____

_________._____

0470 621.389

DWARF EVERGREENS (15 INCH - 18INCH) GROUP A

EA

108.000

_________._____

_________._____

0480 621.39

DWARF EVERGREENS (15 INCH - 18INCH) GROUP B

EA

12.000

_________._____



12/22/2014




Contractor:


UnitsDescription

Item IDProposal


_________._____

0490 621.397

DWARF EVERGREENS (18 INCH - 24INCH) GROUP C

EA

84.000

_________._____

_________._____

0500 621.415

DWARF EVERGREENS (3 FOOT - 3.50FOOT) GROUP C

EA

12.000

_________._____

_________._____

0510 621.531

DECIDUOUS SHRUBS (12"-18"CAL.)GROUP A

EA

48.000

_________._____

_________._____

0520 621.54

DECIDUOUS SHRUBS (18 INCH - 24INCH) GROUP A

EA

48.000

_________._____

_________._____

0530 621.547

DECIDUOUS SHRUBS (2 FOOT - 3FOOT) GROUP B

EA

48.000

_________._____

_________._____

0540 626.21

METALLIC CONDUIT LF

20.000

_________._____

_________._____

0550 626.22

NON-METALLIC CONDUIT LF

1,150.000

_________._____

_________._____

0560 626.32

24 INCH FOUNDATION EA

15.000

_________._____

_________._____

0570 626.33

30 INCH DIAMETER, 8 FOOT OR LESSFOUNDATION

EA

10.000

_________._____

_________._____

0580 626.35

CONTROLLER CABINETFOUNDATION

EA

1.000

_________._____

_________._____

0590 626.36

REMOVE OR MODIFY CONCRETEFOUNDATION

EA

17.000

_________._____



12/22/2014




Contractor:


UnitsDescription

Item IDProposal


_________._____

0600 627.78

TEMPORARY 4 INCH PAINTEDPAVEMENT MARKING LINE, WHITEOR YELLOW

LF

16,200.000

_________._____

_________._____

0610 629.05

HAND LABOR, STRAIGHT TIME HR

20.000

_________._____

_________._____

0620 631.12

ALL PURPOSE EXCAVATOR(INCLUDING OPERATOR)

HR

15.000

_________._____

_________._____

0630 631.172

TRUCK - LARGE (INCLUDINGOPERATOR)

HR

15.000

_________._____

_________._____

0640 631.18

CHAIN SAW RENTAL (INCLUDINGOPERATOR)

HR

10.000

_________._____

0650 634.160

HIGHWAY LIGHTING _________._____LUMP SUM LUMP SUM

_________._____

0660 634.2042

LED LUMINARIES EA

15.000

_________._____

_________._____

0670 634.210

CONVENTIONAL LIGHT STANDARD EA

11.000

_________._____

_________._____

0680 639.19

FIELD OFFICE TYPE B EA

1.000

_________._____

_________._____

0690 645.103

DEMOUNT GUIDE SIGN EA

6.000

_________._____

_________._____

0700 645.106

DEMOUNT REGULATORY, WARNING,CONFIRMATION AND ROUTEMARKER ASSEMBLY SIGN

EA

13.000

_________._____



12/22/2014




Contractor:


UnitsDescription

Item IDProposal


_________._____

0710 645.108

DEMOUNT POLE EA

10.000

_________._____

_________._____

0720 645.113

REINSTALL GUIDE SIGN EA

2.000

_________._____

_________._____

0730 645.116

REINSTALL REGULATORY, WARNING,CONFIRMATION AND ROUTEMARKER ASSEMBLY SIGN

EA

13.000

_________._____

0740 645.14

SPECIAL WORK NO: 1 _________._____LUMP SUM LUMP SUM

_________._____

0750 645.162

BREAKAWAY DEVICES MULTI-POLE EA

3.000

_________._____

_________._____

0760 645.251

ROADSIDE GUIDE SIGNS, TYPE I SF

1,250.000

_________._____

_________._____

0770 645.289

STEEL H-BEAM POLES LB

7,700.000

_________._____

_________._____

0780 645.292

REGULATORY, WARNING,CONFIRMATION AND ROUTEMARKER ASSEMBLY SIGNS TYPE II

SF

420.000

_________._____

_________._____

0790 652.33

DRUM EA

50.000

_________._____

_________._____

0800 652.34

CONE EA

75.000

_________._____

_________._____

0810 652.35

CONSTRUCTION SIGNS SF

920.000

_________._____

_________._____

0820 652.36

MAINTENANCE OF TRAFFICCONTROL DEVICES

CD

125.000

_________._____



12/22/2014




Contractor:


UnitsDescription

Item IDProposal


_________._____

0830 652.38

FLAGGER HR

6,100.000

_________._____

_________._____

0840 652.41

PORTABLE CHANGEABLE MESSAGESIGN

EA

6.000

_________._____

0850 656.75

TEMPORARY SOIL EROSION ANDWATER POLLUTION CONTROL

_________._____LUMP SUM LUMP SUM

_________._____

0860 658.20

ACRYLIC LATEX COLOR FINISH,GREEN

SY

825.000

_________._____

0870 659.10

MOBILIZATION _________._____LUMP SUM LUMP SUM

_________._____

0880 823.3331

REMOVE AND RESET GATE VALVEAND BOX

EA

1.000

_________._____

_________._____

0890 824.32

REMOVE/RESET HYDRANT EA

1.000

_________._____

Section: 1 _________._____Total:

Total Bid: _________._____


West Gardiner WIN 20216.00 December 15, 2014

SPECIAL PROVISION SECTION 645

HIGHWAY SIGNING (Special Work No. 1: Relocate Sign Pylon)

Description This work shall consist of relocating the existing Maine Turnpike Exit 102 service plaza sign pylon from its present location on the west side of the service plaza entrance southwesterly approximately 55’ to a new location on the west side of the reconstructed service plaza entrance as shown on the project plans, including new reinforced concrete footings and piers, new structural steel tube sleeves in the footings and piers, removal of existing and construction of new water struck brick column facades, dismantling and reassembly of Lexan sign faces, relocation of sign power transformers and wireless communication components, installation of new electrical conduit and wiring, disconnection and reconnection of power for internal lighting, relocation and attachment of service plaza information signs to the pylon columns, removal of existing reinforced concrete footings and piers, and all labor, equipment and incidental materials necessary to relocate the sign pylon in accordance with these specifications and in reasonably close conformity with the plans. General The relocated sign pylon shall be installed with sign faces approximately perpendicular to the centerline of the existing Route 9/126 approaches. The exact location and orientation of the relocated sign pylon shall be determined in the field, subject to approval of the Resident. All materials to be furnished shall be new unless otherwise noted. Existing materials to be removed and not reinstalled shall be disposed of by the Contractor. Materials In addition to other requirements of this Special Provision, materials shall meet the requirements of the following Sections of the Standard Specifications: Structural Concrete 502 Reinforcing Steel 503 Structural Steel 504

Structural Concrete Related Material 701 Aggregates for Concrete 703.01, 703.02 Joint Mortar 705.02

Reinforcing Steel 709.01 Non-Metallic Conduit 715.03 Metallic Junction and Fuse Box 715.05 Secondary Wiring 715.07 Assembly Hardware 719.07 Steel Supports 720.03

Special Provision 645.14 West Gardiner WIN 20216.00

12/15/14

2 of 4

New concrete footings and piers shall be Class LP. New structural steel tube sleeves to be installed in new concrete footings and piers shall be fourteen feet (14’) lengths of ten inch (10”) square, one-quarter inch (1/4”) wall thickness, A500 structural steel square tube. New brick for reconstructed sign pylon column facades shall be Morin Waterstruck Brick manufactured by Morin Brick Company, a division of R.J. Finlay & Co., Auburn, Maine. Color and texture shall match that of the existing sign pylon column brick facades. Construction All construction and materials required for relocation of the service plaza sign pylon shall match that shown on Maine Turnpike Authority “9393” Record Drawings dated December 2, 2008 for the existing sign pylon, except as noted in this Special Provision. The applicable Maine Turnpike Authority record drawings follow this Special Provision. The Contractor shall be responsible for structural analysis and submittal of documentation to the Department for confirmation that the sign pylon structural steel tube columns and reinforced concrete footings and piers meet requirements of the current edition of AASHTO “Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals”. Any increases in size or thickness or addition of other structural components found to be required to meet current AASHTO specifications, if any, will be considered incidental to lump sum payment for Pay Item 645.14. Existing service plaza sign pylon Lexan sign faces shall be carefully removed and stored by the Contractor to be reinstalled in the relocated sign pylon. Other existing sign pylon components, including but not limited to vertical seam steel roof panels and internal lighting, may be carefully removed at the Contractor’s discretion to avoid damage and stored by the Contractor to be reinstalled in the relocated sign pylon. Existing wiring for internal lighting of the sign pylon shall be disconnected. Existing sign pylon brick column facades shall be removed, and waste material shall be disposed of off the project. New reinforced concrete footings, minimum thirty-six inches (36”) diameter by minimum five feet (5’) length shall be placed at the new sign pylon location approved by the Resident. Precast footings will not be allowed. Reinforcing shall be as shown on record drawings of the existing sign pylon, at minimum. One 14’ length of minimum 10” square structural steel tube shall be cast into each footing and anchored to the footing with J-bolts. The top of the footings shall be approximately six inches (6”) below finish grade of adjacent ground. A 24” by 24” by 36” high reinforced concrete pier shall be placed separately on each footing, centered on the footing and with the east and west sides of the piers oriented to be parallel to the sign faces of the sign pylon. The top edges of each pier shall be chamfered as directed.


12/15/14

3 of 4

The 8” square structural steel tube columns shall be cut cleanly at the top of the 10” square structural steel tube foundation sleeves of the existing sign pylon. The structure shall be removed from the existing foundations, transported to the new foundations, and the structural steel tube columns inserted into the new foundation sleeves. Steel tube columns and sleeves shall be capped and welded all around as detailed on the record drawings of the existing sign pylon structure. The sign structure shall be carefully supported throughout the detachment, transport and reattachment process to avoid damage. Any additional dismantling and reconstruction of the structure that the Contractor considers to be necessary to avoid damage during transport and reattachment will be considered incidental to lump sum payment for Pay Item 645.14. Upon completion of attachment of the structural steel tube columns to the foundation sleeves, the brick column facades shall be reconstructed with new brick and tied to the steel tube columns as detailed in the record drawings of the existing sign pylon. Lexan sign faces and other components removed for transport of the structure shall be reattached to the relocated structure. New conduit and wiring shall be installed from a new junction box to be installed approximately at Station 5001+05 Right on the service plaza exit to the new sign pylon location. A new external, lockable, metallic junction box shall be installed above ground on a pier of the new sign pylon location. Wiring shall be reconnected to the internal sign lighting of the pylon. All work and materials necessary for reconnection of the sign pylon internal lighting shall comply with requirements of the latest edition of the National Electrical Code. Upon completion of removal of the pylon structure from the existing foundations, the old foundations, conduit and disconnected wiring within the limits of new roadway construction shall be removed. A large guide sign located at Station 13+82 Right is noted on the plans for removal. Removal of that guide sign will be paid under other items of the contract. Attached to the steel posts of the guide sign are eight (8) small service plaza information signs. The Contractor shall demount the eight service plaza information signs from the guide sign posts and shall reinstall them on the brick column facades of the relocated service plaza sign pylon. The reinstalled information signs shall be arrayed similarly to their existing arrangement, with two information signs on each of the east and west faces of the brick column facades of the service plaza sign pylon. The top of the information signs shall be no higher than the bottom of the service plaza Lexan sign faces. A temporary service plaza sign shall be installed by the Contractor. Sign size is anticipated to be approximately 64 square feet. Maine Turnpike Authority will furnish the sign. The Contractor will be responsible for erecting the temporary sign, supporting it as required with temporary wood posts, removing the temporary sign and supports after completion and acceptance of relocation of the permanent sign pylon, furnishing and installation of temporary ground-mounted external lighting for the temporary sign, and


12/15/14

4 of 4

removing the temporary lighting after completion and acceptance of relocation of the permanent sign pylon. Power service for the temporary lighting shall be by connection to the existing service plaza power service. The temporary sign shall be returned to the Maine Turnpike Authority service yard adjacent to the project upon removal. Temporary lighting hardware shall remain the property of the Contractor upon removal. Method of Measurement Special Work No. 1: Relocate Sign Pylon will be measured for payment by the lump sum complete in place. Basis of Payment The accepted Special Work No. 1: Relocate Sign Pylon will be paid for at the contract lump sum price, which payment shall be full compensation for all labor, materials and equipment necessary to construct new reinforced concrete footings and piers with new structural steel tube sleeves; remove existing sign pylon brick column facades; remove and safely store service plaza pylon signage and other necessary components to protect from damage; disconnect and remove existing sign lighting wiring and conduit; relocate and attach the existing service plaza sign pylon structure to the new piers; construct new brick column facades; remove and reinstall sign power transformers and wireless communication components; install new electrical conduit, junction boxes and wiring; reinstall service plaza pylon signage and other necessary components that were removed for temporary storage; remove existing reinforced concrete footings and piers; demount service plaza information signage from a highway guide sign and reinstall the information signage on the service plaza sign pylon; install, support and remove a temporary service plaza sign; furnish, install and remove temporary service plaza sign floodlighting; and all other labor, equipment and incidental materials necessary to relocate the Maine Turnpike Exit 102 sign pylon with fully functioning internal illumination in accordance with these specifications and in reasonably close conformity with the plans. Any materials removed from the existing service plaza sign pylon that are intended to be reinstalled in the relocated sign pylon and that may be lost or damaged during removal, storage or reinstallation shall be replaced with approved equivalent new materials at the expense of the Contractor. Payment will be made under: Pay Item Pay Unit 645.14 Special Work No. 1: Lump Sum

Relocate Sign Pylon

HIGHWAY Division: Filename:...\HIGHWAY\MSTA\006_Estimate.dgnUsername:Date:12/22/2014 Jonathan.FrenchE

ST

IM

AT

ED

QU

AN

TIT

IE

S

IT

EM

NO

.Q

UA

NT

ITY

DE

SC

RIP

TIO

NU

NIT

DESIGN-DETAILED

BYDATE PROJ. MANAGER SH

EE

T N

UM

BE

R

FIELD CHANGES

REVISIONS 1

REVISIONS 2

REVISIONS 3

REVISIONS 4

CHECKED-REVIEWED OFDESIGN2-DETAILED2

DESIGN3-DETAILED3

WIN

HIGHWAY PLANS

DEPARTMENT OF TRANSPORTATION

STATE OF MAINE

DATE

SIGNATURE

P.E. NUMBER

ESTIMATED QUANTITIES

EA

RT

HW

OR

K S

UM

MA

RY

ES

TIM

AT

ED

QU

AN

TIT

IE

S

IT

EM

NO

.Q

UA

NT

ITY

DE

SC

RIP

TIO

NU

NIT

_____

6

STP-2021(600) 57

20216.00

WEST GARDINER

EXIT 102\ROUTE 9__________

______

______

______

______

______

______

______ ______

J. FRENCHBT TRAN

________________________

________________________

______

______

R. MOULTON

824.3

2

82

3.3

33

1

65

9.1

0

658.2

0

111

82

5

EA

EA

LS

SY

LS

EA

HR

CD

SF

EA

EA

SF

LB

SF

EA

EA

EA

EA

EA

EA

EA

EA

EA

EA

LS

HR

HR

HR

HR

LF

EA

EA

EA

EA

LF

LF

EA

EA

EA

EA

EA

EA

EA

EA

EA

EA

EA

EA

SY

UN

UN

CY

SY

CY

LF

LF

LF

EA

EA

LF

LF

EA

EA

EA

EA

LF

LF

EA

EA

EA

EA

EA

GP

LF

LF

CY

CYTGTTTTCY

CY

CY

SY

SY

EA

16

6100

12

5

920

75

50

420

7700

12

50

3113210

136111

15110

15

15

20

16200

17110

15

1150

20

48

48

48

12

84

12

108

4

22

00

13375

47

47

590

27

5

38

131

569

24

04

44

24

6

25

6

1341

31

2.5

1120

111614

512

20

12

5

40

25

0

320

72

0

115

72

5

10

00

66

25

650

8670

67

57

5

3

TE

MP

OR

AR

Y S

OIL

ER

OS

ION

AN

D W

AT

ER

PO

LL

UT

ION

CO

NT

RO

L

PO

RT

AB

LE

CH

AN

GE

AB

LE

ME

SS

AG

E S

IGN

FL

AG

GE

R

MA

INT

EN

AN

CE

OF

TR

AF

FIC

CO

NT

RO

L D

EV

ICE

S

CO

NS

TR

UC

TIO

N S

IGN

S

CO

NE

DR

UM

RE

G., W

AR

N., C

ON

FIR

MA

TIO

N A

ND

RT

E M

AR

KE

R A

SS

EM

BL

Y S

IGN

S T

YP

E I

I

ST

EE

L H

-BE

AM

PO

LE

S

RO

AD

SID

E G

UID

E S

IGN

S,

TY

PE

I

BR

EA

KA

WA

Y D

EV

ICE

S M

UL

TI-

PO

LE

SP

EC

IAL

WO

RK

NO

1:

RE

LO

CA

TE

M.T

.A.

SIG

N P

YL

ON

RE

INS

TA

LL

RE

G.,

WA

RN

., C

ON

FIR

MA

TIO

N A

ND

RT

E M

AR

KE

R A

SS

EM

BL

Y S

IGN

RE

INS

TA

LL

GU

IDE

SIG

N

DE

MO

UN

T P

OL

E

DE

MO

UN

T R

EG

., W

AR

N.,

CO

NF

IRM

AT

ION

AN

D R

TE

MA

RK

ER

AS

SE

MB

LY

SIG

N

DE

MO

UN

T G

UID

E S

IGN

FIE

LD

OF

FIC

E T

YP

E B

CO

NV

EN

TIO

NA

L L

IGH

T S

TA

ND

AR

D

LE

D L

UM

INA

RIE

S

HIG

HW

AY

LIG

HT

ING

CH

AIN

SA

W R

EN

TA

L (

INC

LU

DIN

G O

PE

RA

TO

R)

TR

UC

K -

LA

RG

E (

INC

LU

DIN

G O

PE

RA

TO

R)

AL

L P

UR

PO

SE

EX

CA

VA

TO

R (

INC

LU

DIN

G O

PE

RA

TO

R)

HA

ND

LA

BO

R, S

TR

AIG

HT

TIM

E

TE

MP

OR

AR

Y 4

IN

CH

PV

MT

. M

AR

K L

INE

, W

OR

YE

LL

OW

RE

MO

VE

OR

MO

DIF

Y C

ON

CR

ET

E F

OU

ND

AT

ION

CO

NT

RO

LL

ER

CA

BIN

ET

FO

UN

DA

TIO

N

30 I

NC

H D

IAM

ET

ER

, 8 F

T O

R L

ES

S F

OU

ND

AT

ION

24

IN

CH

FO

UN

DA

TIO

N

NO

N-M

ET

AL

LIC

CO

ND

UIT

ME

TA

LL

IC C

ON

DU

IT

DE

CID

UO

US

SH

RU

BS

(2

FO

OT

- 3

FO

OT

) G

RO

UP

B

DE

CID

UO

US

SH

RU

BS

(1

8 I

NC

H -

24

IN

CH

) G

RO

UP

A

DE

CID

UO

US

SH

RU

BS

(12"-1

8"C

AL

.) G

RO

UP

A

DW

AR

F E

VE

RG

RE

EN

S (

3 F

OO

T -

3.5

0 F

OO

T)

GR

OU

P C

DW

AR

F E

VE

RG

RE

EN

S (

18 I

NC

H -

24 I

NC

H)

GR

OU

P C

DW

AR

F E

VE

RG

RE

EN

S (

15 I

NC

H -

18 I

NC

H)

GR

OU

P B

DW

AR

F E

VE

RG

RE

EN

S (

15

IN

CH

- 1

8 I

NC

H)

GR

OU

P A

LA

RG

E D

EC

IDU

OU

S T

RE

E (

3 I

NC

H -

3.5

0 I

NC

H C

AL

IPE

R)

GR

OU

P C

PL

UG

/ S

TA

RT

ER

PL

AN

T

EV

ER

GR

EE

N T

RE

ES

(6 F

OO

T -

8 F

OO

T)

GR

OU

P A

EV

ER

GR

EE

N T

RE

ES

(5 F

OO

T -

6 F

OO

T)

GR

OU

P C

EV

ER

GR

EE

N T

RE

ES

(4 F

OO

T -

5 F

OO

T)

GR

OU

P A

ER

OS

ION

CO

NT

RO

L G

EO

TE

XT

ILE

MU

LC

H

SE

ED

ING

ME

TH

OD

NU

MB

ER

1

LO

AM

ER

OS

ION

CO

NT

RO

L B

LA

NK

ET

PL

AIN

RIP

RA

P

CU

RB

TY

PE

5 -

CIR

CU

LA

R

CU

RB

TY

PE

5 -

TR

UC

K A

PR

ON

CU

RB

TY

PE

5

CU

RB

TR

AN

SIT

ION

SE

CT

ION

B T

YP

E 1

TE

RM

INA

L C

UR

B T

YP

E 1

- 4

FO

OT

VE

RT

ICA

L C

UR

B T

YP

E 1

- C

IRC

UL

AR

VE

RT

ICA

L C

UR

B T

YP

E 1

TA

NG

EN

T G

UA

RD

RA

IL T

ER

MIN

AL

UN

DE

RD

RA

IN D

EL

INE

AT

OR

PO

ST

RE

FL

EC

TO

RIZ

ED

FL

EX

IBL

E G

UA

RD

RA

IL M

AR

KE

R

TE

RM

INA

L E

ND

- S

ING

LE

RA

IL -

GA

LV

AN

IZE

D S

TE

EL

GU

AR

DR

AIL

TY

PE

3C

- S

ING

LE

RA

IL

6 I

NC

H U

ND

ER

DR

AIN

TY

PE

B

CA

TC

H B

AS

IN T

YP

E F

6-C

AD

JU

ST

ING

MA

NH

OL

E O

R C

AT

CH

BA

SIN

TO

GR

AD

E

CA

TC

H B

AS

IN T

YP

E C

1

CA

TC

H B

AS

IN T

YP

E B

1-C

CA

TC

H B

AS

IN T

YP

E A

1-C

CO

NC

RE

TE

PIP

E T

IES

15

IN

CH

RE

INF

OR

CE

D C

ON

CR

ET

E P

IPE

CL

AS

S I

II

15 I

NC

H C

UL

VE

RT

PIP

E O

PT

ION

I

ST

RU

CT

UR

AL

CO

NC

RE

TE

RO

AD

WA

Y T

RU

CK

AP

RO

N

ST

RU

CT

UR

AL

CO

NC

RE

TE

RO

AD

WA

Y M

ED

IAN

TE

MP

OR

AR

Y P

AV

EM

EN

T

BIT

UM

INO

US

TA

CK

CO

AT

- A

PP

LIE

D

HO

T M

IX A

SP

HA

LT

12

.5 M

M B

AS

E

HO

T M

IX A

SP

HA

LT

9.5

MM

HM

A (

SID

EW

AL

KS

, D

RIV

ES

, IN

CID

EN

TA

LS

)

12

.5 M

M P

OL

YM

ER

MO

DIF

IED

HO

T M

IX A

SP

HA

LT

HO

T M

IX A

SP

HA

LT

19

.0 M

M H

MA

AG

GR

EG

AT

E B

AS

E C

OU

RS

E -

TY

PE

B

GR

AV

EL

BO

RR

OW

CO

MM

ON

EX

CA

VA

TIO

N

RE

MO

VIN

G P

AV

EM

EN

T S

UR

FA

CE

RE

MO

VIN

G B

ITU

MIN

OU

S C

ON

CR

ET

E P

AV

EM

EN

T

RE

MO

VIN

G M

AN

HO

LE

OR

CA

TC

H B

AS

IN

656.7

5

65

2.4

1

652.3

8

652.3

6

652.3

5

652.3

4

652.3

3

645.2

92

64

5.2

89

64

5.2

51

645.1

62

64

5.1

4

645.1

16

645.1

13

645.1

08

645.1

06

645.1

03

63

9.1

9

634.2

10

63

4.2

04

2

63

4.1

6

631.1

8

631.1

72

631.1

2

62

9.0

5

62

7.7

8

626.3

6

626.3

5

626.3

3

626.3

2

626.2

2

626.2

1

62

1.5

47

62

1.5

4

62

1.5

31

62

1.4

15

621.3

97

62

1.3

9

62

1.3

89

621.2

87

62

1.1

01

62

1.0

43

62

1.0

39

62

1.0

31

620.5

8

61

9.1

20

1

61

8.1

3

61

5.0

7

613.3

19

61

0.0

8

60

9.3

5

609.3

41

60

9.3

4

60

9.2

6

609.2

34

60

9.1

2

60

9.1

1

606.8

1

606.3

56

606.3

53

60

6.2

65

60

6.2

3

605.0

9

60

4.2

49

60

4.1

8

60

4.1

1

604.0

92

604.0

72

60

3.5

5

60

3.1

65

603.1

6

50

2.3

42

50

2.3

41

461.1

31

40

9.1

5

40

3.2

13

40

3.2

09

40

3.2

08

1

40

3.2

07

30

4.1

5

203.2

6

203.2

0

20

2.2

02

202.2

0

202.1

5

ESTIMATE ITEM CHANGES12/22/14

* U

ND

ET

ER

MIN

ED

LO

CA

TIO

NS

RE

MO

VE

/RE

SE

T H

YD

RA

NT

RE

MO

VE

AN

D R

ES

ET

GA

TE

VA

LV

E A

ND

BO

X

MO

BIL

IZA

TIO

N

AC

RY

LIC

LA

TE

X C

OL

OR

FIN

ISH

, G

RE

EN

-5

0.4

’

HIGHWAY Division: Filename:...\MSTA\043_XSECT_23+60_008.dgnUsername:Date:12/18/2014 Jonathan.French

DESIGN-DETAILED


EE

T N

UM

BE

R

FIELD CHANGES

REVISIONS 1

REVISIONS 2

REVISIONS 3

REVISIONS 4


DESIGN3-DETAILED3

HIGHWAY PLANS


STATE OF MAINE

DATE

SIGNATURE

P.E. NUMBER

CROSS SECTIONS

20

5

210

215

220

225

05

10

15

20

25

30

35

40

45

50

55

60

65

70

-5

-10

-15

-2

0-2

5-30

-35

-40

-45

-50

-55

-60

-65

-70

23

+7

5.0

0

20

5

210

215

220

225

05

10

15

20

25

30

35

40

45

50

55

60

65

70

-5

-10

-15

-2

0-2

5-30

-35

-40

-45

-50

-55

-60

-65

-70

20

5

210

215

220

225

05

10

15

20

25

30

35

40

45

50

55

60

65

70

-5

-10

-15

-2

0-2

5-30

-35

-40

-45

-50

-55

-60

-65

-70

24+

00.0

0

20

5

210

215

220

225

05

10

15

20

25

30

35

40

45

50

55

60

65

70

-5

-10

-15

-2

0-25

-30

-35

-40

-45

-5

0-5

5-60

-65

-70

Sta

. 23+

60.0

0 t

o S

ta. 24+

00.0

0

C LC L

C L

C L

C LC L

C LC L

C L

C L

EX

IST

. S

TR

EE

T L

IGH

T

ST

A. 23+

63.8

2

2:1

-4:1

-1.9

%-1.9

%-2.0

%

2:1

-4:1

-1.8

%-2.0

%

-1.9

%-3.3

%

-1.8

%-1.9

%

-59.7

’

-6

6.3

’

50.8

’

43

.4’

21

0.8

7

51

.9’

210.7

6

56

.1’

6"

212.2

8

6"

211.7

0

6"

21

1.9

5

61.8

5’ L

T.

21

6.7

7

8.5

’

21

6.7

6

6.2

’

216.4

6

6.7

’

216.4

4

7.2

’

20

5

210

215

220

225

0-5

-10

-15

-2

0-2

5-30

-35

-40

-45

-50

-55

-60

-65

-70

23

+6

0.0

0

20

5

210

215

220

225

0-5

-10

-15

-2

0-2

5-30

-35

-40

-45

-5

0-5

5-60

-65

-70

-2.0

%

6

"

21

1.9

0

6"

21

1.4

4

IN

ST

AL

L 6

" x

32

’ U

D T

YP

E B

OU

TL

ET

TO

ST

A. 2

3+

85

.17

, 3

0.8

’ L

T. (E

LE

V =

21

2.2

0)

ST

A. 23+

60.0

0, 49.4

’ L

T

IN

ST

AL

L 6

" x

10

7.0

’ U

D T

YP

E B

(E

LE

V =

212.7

4) (

RT

E. 9/1

26 E

AS

T)

TO

ST

A.

34

+5

2.4

0,

43

.3’ R

T.

ST

A. 23+

85.1

7, 30.8

’ L

T. (E

LE

V =

212.2

0)

F =

83

.8 C

Y

C =

93.3

CY

F =

75

.5

C =

83

.2 C

Y

_____

STP-2021(600) 57

20216.00

WEST GARDINER

EXIT 102\ROUTE 9__________

______

______

______

______

______

______

______

______

______ ______

J. FRENCHBT TRAN

________________________

________________________

______

______

R. MOULTON

WIN

43

20

5

210

215

220

225

05

10

15

20

25

30

35

40

45

50

55

60

65

70

-5

-10

-15

-2

0-2

5-30

-35

-40

-45

-50

-55

-60

-65

-70

24+

25.0

0

20

5

210

215

220

225

05

10

15

20

25

30

35

40

45

50

55

60

65

70

-5

-10

-15

-2

0-2

5-30

-35

-40

-45

-5

0-5

5-60

-65

-70

C L

C LC L

C LC L

2:1

-3:1

-1.7

%-1.7

%-1.5

%-1.5

%-1.6

%-1

.0%

-1.6

%-1

.0%

-6

9.2

’

45.0

’

210.6

4

60.7

’6

"

21

2.4

1

6"

212.2

1

EX

IST

. 1

8" R

CP

ST

A.

24

+1

3.3

8,

28

.77

’ R

T.

ST

A. 24+

14.5

4, 42.2

1’

LT

. T

O

217.0

9

12

.5’

217.1

1

8.5

’

HIGHWAY Division: Filename:...\MSTA\044_XSECT_24+25_009.dgnUsername:Date:12/18/2014 Jonathan.French

DESIGN-DETAILED


EE

T N

UM

BE

R

FIELD CHANGES

REVISIONS 1

REVISIONS 2

REVISIONS 3

REVISIONS 4


DESIGN3-DETAILED3

HIGHWAY PLANS


STATE OF MAINE

DATE

SIGNATURE

P.E. NUMBER

CROSS SECTIONS

Sta

. 24+

25.0

0 t

o S

ta. 24+

25.0

0

_____

STP-2021(600) 57

20216.00

WEST GARDINER

EXIT 102\ROUTE 9__________

______

______

______

______

______

______

______

______

______ ______

J. FRENCHBT TRAN

________________________

________________________

______

______

R. MOULTON

RE

MO

VE

WIN

44

automatically generated pdf from existing images....edition of aashto “standard specifications for...

Documents