SUBSET TITLE

Plans For

SUBSET NO.

DRAWING TITLE

DISTRICT 1

DISTRICT 2

DISTRICT 3

DISTRICT 4

LOCATION PLAN

DRAWING NO.

WOODSTOCK

THOMPSON

ASHFORD EASTFORD

POMFRET

BROOKLYN

HAMPTONCHAPLINMANSFIELD

PUTNAM

STERLINGPLAINFIELD

CANTERBURY

SCOTLAND

WINDHAM

LEBANON

HEBRON

EAST

HAMPTON COLCHESTER

GRISWOLD

STONINGTON

STONINGTONNORTH

LEDYARD

WATERFORD

MONTVILLE

BOZRAH

FRANKLIN

EAST

LYME

SALEM

SPRAGUE

LISBON

EAST HADDAM

LYMECHESTER

ESSEX

OLD

CLINTON

COLUMBIA

HADDAM

KILLINGWORTH

WESTBROOK

DEEP RIVER

LYME

MARLB

ORO

UG

H

VOLUNTOWN

PORTLAND

PRESTON

REDDING

NEW

FAIRFIELD

BETHEL

NEWTOWN

BROOKFIELD

ROXBURY

SOUTHBURY

OXFORD

WOODBURY

SHERMAN

NEW

MILFORD

KENT

SHARON GOSHEN

WARREN

WASHINGTONBETHLEHEM

MORRIS

LITCHFIELD

HARWINTON

WATERTOWN

CANAAN

NORTH

NORFOLK

CORNWALL

COLEBROOK

WINCHESTER

HARTLAND

BARKHAMSTED

NEW

HARTFORDCANTON

GRANBY

SUFFIELD

EAST

GRANBY

SIMSBURY

AVON

SEYMOUR

ANSONIA

DERBY

PROSPECT

PLYMOUTH

BURLINGTON

FARMINGTON

CANAAN

RIDGEFIELD

SALISBURY

WALLINGFORD

WO

OD

BRID

GE

BETHANY

HAMDEN

SHELTON

MONROE

EASTON

WESTON

WILTON

CANAAN

NEW

GREENWICH

DARIEN

WESTPORT

FAIRFIELD

TRUMBULLORANGE

MILFORD

STR

ATFO

RDBRIDGEPORT

EAST H

AVEN

BRANFORD

GUILFORD

NORTH

BRANFORDHAVEN

NORTH

NAUGATUCK

MIDDLEBURY

MADISON

NORWALK

WEST H

AVEN

SAYBROOK

OLD

LONDON

NEW

WATER

BRIDGE-

FALLS

BEACON

MIDDLETOWN

MERIDEN

CHESHIRE

SOUTHINGTONWOLCOTT

BRISTOL PLAINVILLE

CROMWELLBERLIN

BOLTON

GLASTONBURY

ANDOVER

MANCHESTER

HARTFORD

BRITAIN

NEW

HARTFORD

WEST EAST

BLOOMFIELD

WINDSOR

SOUTH

WINDSOR

WINDSOR

EAST

ENFIELD SOMERS STAFFORD UNION

WILLINGTON

TOLLAND

ELLINGTON

VERNON

COVENTRY

DURHAM

NE

WIN

GT

ON

LOCKS

WINDSOR

FIELD

MIDDLE-

CONNECTICUT DEPARTMENT OF TRANSPORTATION

WETHERSFIELD

SHEET COUNT

*SUBSET

Plans For

LIST OF SUBSETS

CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON

AND CHANGE ORDERS

NOT INCLUDE ADDENDUMS

SHEET COUNT DOES

*THE INITIAL SUBSET

STATE OF CONNECTICUT

SUBSET 01 - GENERAL

LIST OF DRAWINGS

N

DE

PA

RT

ME

N

TOF TRAN

S

PO

RT

ATI

ON

C

ONNECTICUT

M A S S A C H U S E T T S

RH

OD

E

IS

LA

ND

N

E

W

Y

O

R

K

DRAWING NO.

SHEET NO.

STATE PROJECT NO.

G-1

TORRINGTON

GROTON

STAMFORD

DANBURY

WATERBURY

LOCATION OF PROJECT

KILLINGLY

INCOMPLETE AND/OR INACCURATE INFORMATION.

MAY BE LIABLE FOR CLAIMS RESULTING FROM THE DISSEMINATION OF UNOFFICAL,

AVAILABLE BY ANY MEANS ARE NOT AUTHORIZED BY THE DEPARTMENT TO DO SO AND

PERSONS AND/OR ENTITIES WHICH REPRODUCE AND/OR MAKE SUCH INFORMATION

FROM OFFICAL SOURCES WITHIN THE DEPARTMENT.

PARTIES TO OBTAIN ALL BIDDING RELATED INFORMATION AND DOCUMENTS

IT IS THE RESPONSIBILITY OF EACH BIDDER AND ALL OTHER INTERESTED

DISCLAIMER

DESIGN BY:

172-411

Towns of

NTS

GRISWOLD

GROTON

LEDYARD

PRESTON

NORWICH

BOZRAH

MONTVILLE

WATERFORD

SALEM

EAST

LYME

LYME

OLD

LONDON

NEW

95

95

395

156

1

1

212

BR. NO. 00663

LISBON

12

TOWN ROUTE LOCATIONNO.

SITE

NO.

BRIDGE

AT DECK JOINTS

BRIDGE PRESERVATION

DISTRICT 2

AT DECK JOINTS

BRIDGE PRESERVATION

DISTRICT 2

G-3DETAILED ESTIMATE SHEET

G-2GENERAL NOTES AND LEGEND

G-1TITLE SHEET

GENERAL NOTES:

Town

LISBON

NORWICH

NORWICH, LISBON

NORWICH/LISBON1 00663 ROUTE 12 ROUTE 12 OVER THE SHETUCKET RIVER

3. VERTICAL DATUM - NONE

2. PLANS SHOW APPROXIMATE SCALES. COORDINATE SURVEY SYSTEM MAPPING NOT USED.

Supplemental Specifications, dated July 2014; and Special Provisions

for Roads, Bridges and Incidental Construction, Form 816, dated 2004;

Connecticut Department of Transportation, Standard Specifications

1. CONSTRUCTION SPECIFICATIONS:

CT DOT TRAFFIC STANDARDS

2TRAFFIC04

7STRUCTURE03

1REVISIONS02

3GENERAL01

44

2027

7

44

6

8

1

5

2027

6

9

2

91

95

95

95

84

395

84

84

HAVEN

NEW

HARTFORD

NORWICH

THOMASTON

HILLROCKY

01.01

2 WALL ST., STE. 450MANCHESTER, NH03101-1518

DESIGNER/DRAFTER:

CHECKED BY:

PROJECT TITLE: TOWN:

DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.

Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.

DEPARTMENT OF TRANSPORTATION

STATE OF CONNECTICUT

OF WORK WHICH WILL BE REQUIRED.

THE CONDITIONS OF ACTUAL QUANTITIES

IN NO WAY WARRANTED TO INDICATE

INVESTIGATIONS BY THE STATE AND IS

SHEETS IS BASED ON LIMITED

QUANTITIES OF WORK, SHOWN ON THESE

THE INFORMATION, INCLUDING ESTIMATED

SCALE AS NOTED

T

UCITCENNO

C

NO

IT

AT

RO

PS

NART FO

T

NE

MT

RA

PE

D

10/24/2014

BLOCK:

SIGNATURE/

...\01.02-HW_MSH_172_411_Legend_Standards.dgnPlotted Date:

G-2

172-411

M. CROTEAU

D. BILODEAU

GENERAL NOTES ANDLEGEND

DISTRICT 2

BRIDGE PRESERVATION

AT DECK JOINTS

#

S-2

SECTION# = SECTION DESIGNATOR

S-24

. .

PL

TREE LINE

SHRUB

EVERGREEN TREE

DECIDUOUS TREE

RETAINING WALL

HIGHWAY LINE

STREET LINE

PROPERTY LINE

LOT LINE

EASEMENT LINE

TRANSMISSION TOWER

BUILDING

SWAMP

STATE LINE

RIPRAP

INLAND WETLAND LIMITS

STREAM

DITCH

TOWN LINE

GRID ARROW

LIMIT OF MARSH

STONE WALL

LEDGE OUTCROP

WATER EDGE

BOARD FENCE

PIPE FENCE

RUSTIC FENCE

CHAIN LINK FENCE

RAILROAD TRACKS

CONC. SIDEWALK

BIT. WALK

HEDGE ROW

NORTH ARROW M/NO. COOR.

EDGE OF ROAD

GRANITE CURB

Guide Rail

CONCRETE MEDIAN BARRIER

DIRT ROAD

BCLC

POWER LINE

SYSTEM

SEDIMENTATION CONTAINMENT

CIVIL:

GENERAL DRAFTING:

GENERAL CALLOUT

S-24 = DRAWING NUMBER WHERE SECTION "#" COMES FROM

S-2 = DRAWING NUMBER WHERE SECTION "#" RESIDES

#

NORWICH/LISBON

GENERAL NOTES:

REQUIREMENTS.

FABRICATION TO THE REQUIREMENTS OF ASTM A767 CLASS 1 INCLUDING SUPPLEMENTAL

REINFORCEMENT: ALL REINFORCEMENT SHALL BE ASTM A615 AND GALVANIZED AFTER

UNLESS DIMENSIONED OTHERWISE.

CONCRETE COVER: REINFORCEMENT SHALL HAVE TWO INCHES OF COVER, WHERE POSSIBLE,

"PROSECUTION AND PROGRESS."

THE SPECIAL PROVISIONS "MAINTENANCE AND PROTECTION OF TRAFFIC" AND

TRAFFIC: ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE TRAFFIC SUBSET, AND

ASSUME FULL RESPONSIBILITY FOR THEIR ACCURACY.

MEASUREMENTS NECESSARY TO ASSURE PROPER FIT OF THE FINISHED WORK AND SHALL

PLANS ARE FOR GENERAL REFERENCE ONLY. THE CONTRACTOR SHALL TAKE ALL FIELD

EXISTING DIMENSIONS: DIMENSIONS OF THE EXISTING STRUCTURES SHOWN ON THESE

PLACES, THE OMITTED DIGITS SHALL BE ASSUMED TO BE ZEROS.

DIMENSIONS: WHEN DECIMAL DIMENSIONS ARE GIVEN TO LESS THAN THREE DECIMAL

LIVE LOAD: HL 93

PLACEMENT OF "MEMBRANE WATERPROOFING (TORCH-APPLIED)"

- SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3,500 PSI PRIOR TO

- SHALL ATTAIN A 28 DAY COMPRESSIVE STRENGTH OF 5,000 PSI, AND

- SHALL ATTAIN A 1 HOUR MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI

HIGH EARLY STRENGTH CONCRETE:

REINFORCEMENT: (ASTM A615 GRADE 60)(GALVANIZED) fy = 60 KSI

ALLOWABLE DESIGN STRESSES:

DEPARTMENT OF TRANSPORTATION BRIDGE DESIGN MANUAL (2003).

INCLUDING INTERIMS THROUGH 2010, AS SUPPLEMENTED BY THE CONNECTICUT

DESIGN SPECIFICATIONS: AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS 5TH EDITION

SUPPLEMENTAL SPECIFICATIONS DATED JULY 2014 AND SPECIAL PROVISIONS.

SPECIFICATIONS: CONNECTICUT DEPARTMENT OF TRANSPORTATION FORM 816 (2004),

01.02

Kleinfelder2 Wall St., Ste. 450Manchester, NH03101-1518

- -

-

-

-

- -

- - -

- - - -

- - -

- - -

- - - - 172-411

DESIGNER/DRAFTER:

CHECKED BY:

PROJECT TITLE: TOWN:

DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.

Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.

DEPARTMENT OF TRANSPORTATION

STATE OF CONNECTICUT

OF WORK WHICH WILL BE REQUIRED.

THE CONDITIONS OF ACTUAL QUANTITIES

IN NO WAY WARRANTED TO INDICATE

INVESTIGATIONS BY THE STATE AND IS

SHEETS IS BASED ON LIMITED

QUANTITIES OF WORK, SHOWN ON THESE

THE INFORMATION, INCLUDING ESTIMATED

10/24/2014

BLOCK:

SIGNATURE/

...\01.03-HW_MSH_172_411_Detailed Estimate.dgnPlotted Date:

CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON

G-3M. CROTEAU

D. BILODEAU

DETAILED ESTIMATE SHEET

DISTRICT 2

BRIDGE PRESERVATION

AT DECK JOINTS

NORWICH/LISBON

P = FEDERAL AID PARTICIPATING

NP= FEDERAL AID NON PARTICIPATING

=FOR INTERNAL USE ONLY

NOT A LEGAL DEFINITION

SUBTOTAL

UNASSIGNED

TOTAL

NUMBERITEM

ITEM

UNIT

P = FEDERAL AID PARTICIPATING

NP= FEDERAL AID NON PARTICIPATING

=FOR INTERNAL USE ONLY

NOT A LEGAL DEFINITION

BRIDGE NO.

00663

0202479

A

0202529

0406172

0406194

A

0406236

0520032

A

0520036

A

0520038

A

0601097

A

0601318

A

0707031

A

0969060

A

0970007

A

0971001

A

0975004

A

0976002

0978002

0981100

SY LF TON LF GAL CF CF LF LF CF CF SY MO HR LS LS DAY EA EA SF

HM

A

S0.3

75

REP

LA

CE JOIN

T S

EA

L

PA

RTIA

L

DEP

TH

PA

TC

H

TR

AFFIC

DR

UM

42" T

RA

FFIC

CO

NE

WE

ARIN

G

SU

RF

AC

E

RE

MO

VA

L

OF

HM

A

CO

NC

RE

TE P

AV

EM

EN

T

CU

T

BIT

UMIN

OU

S

CO

AT

MA

TE

RIA

L F

OR

TA

CK

SYS

TE

M

EX

PA

NSIO

N JOIN

T

AS

PH

ALTIC

PL

UG

JOIN

T S

EA

LIN

G

SYS

TE

M

PR

EF

OR

ME

D

SILIC

ON

E

OFFIC

E,

SM

ALL

CO

NS

TR

UC

TIO

N

FIE

LD

(U

NIF

OR

ME

D

FL

AG

GE

R)

TR

AFFIC

PE

RS

ON

PR

OJE

CT

CL

OS

EO

UT

MO

BILIZ

ATIO

N

AN

D

PA

VE

ME

NT

BIT

UMIN

OU

S

CO

NC

RE

TE

SE

ALIN

G

OF

JOIN

T

AN

D

CR

AC

K

CO

NC

RE

TE

HE

AD

ER

S

EL

AS

TO

ME

RIC

APP

LIE

D)

(S

HE

ET)(T

OR

CH

WA

TE

RP

RO

OFIN

G

ME

MB

RA

NE

TR

AFFIC

PR

OT

EC

TIO

N

OF

MAIN

TE

NA

NC

E

AN

D

IN

TE

NSIT

Y

LIG

HTS - HIG

H

BA

RRIC

AD

E

WA

RNIN

G

SH

EE

TIN

G

- B

RIG

HT FL

UO

RES

CE

NT

CO

NS

TR

UC

TIO

N

SIG

NS

PA

TC

H

VA

RIA

BLE

DEP

TH

16 12

0520907

A

26 6321 911113 58

2 34 2110 4 34 447 7

18 15 30 6625 951520 65

1 12 4226 9726

0 1000 34 54

1 12 453030

15

112 26 9726 4290

100

346 354

16 12 26 6321 911113 5890 346 354

350 375

320

320

335

180

180

190

SF

1220011

1220013

A

SH

EE

TIN

G

- T

YP

E III R

EFLE

CTIV

E

CO

NS

TR

UC

TIO

N

SIG

NS

102

EA

2

0979003

AB

AR

RIC

AD

E

TYP

E III

CO

NS

TR

UC

TIO

N

2

2

0

11

0922001

SID

EW

AL

K

BIT

UMIN

OU

S

CO

NC

RE

TE

SY

11

4

15

01.03

Kleinfelder2 Wall St., Ste. 450Manchester, NH03101-1518

– For Internal CTDOT Use Only Discipline Subset Submittal Checklist

The following check list shall be checked and attached to each discipline subset *

prior to being digitally signed.

Check Task Section in DPD Manual

1. Attach this checklist to the discipline subset. Section 3.1

2. Complete the following tasks using Bluebeam on

the discipline subset?

a. Apply Page Labels Section 1.6.2

b. Apply Sheet Numbers Section 1.6.2

c. Apply Watermark Section 2.4

d. Flatten Markups Section 2.4

e. Digital Signature Field Section 2.5.1

3. Type name and telephone number below. 4. Consultants using Thin Client Only

Engineer of Record digitally sign the plans.

5. Upload, if not in Projectwise already, the

discipline subset into the 100_Contract_Plans folder in Projectwise and attribute the document

correctly?

Section 3.2.4

a. Discipline = CT

b. Main Category = CON

c. Sub Category = FDP, DCD, DCD2,

ADP, ACD, DCO where applicable d. Label = subset number and name.

Example of highways subset would be 03-Highways.

The label for a subset shall be the

same for both FDP and DCD submittals.

Addendum submittals shall match FDP submittals with the addition of “_A#”.

Change Order Submittals shall match FDP submittals with the addition of “_C#”. e. Description field is filled in with

a description of the subset. f. The applicable bridge no.(s) or signal

intersection(s) were selected that is/are associated with this subset.

6.CTDOT Engineers or Consultants Using Thick Client Forward link to Engineer of Record for Digital Signature

7. Apply the QA/QC stamp after the discipline subset has been digitally signed.

Section 3.1

I have performed and checked that all the tasks above were performed correctly.

Submitted By (Type in Name) Phone Number (Type in Phone Number)

* Discipline subset includes the General subset and all other discipline subsets. The 02­Revisions does not needa checklist attached. The standard subsets already have a checklist attached to the index sheets.