CONNECTICUT DEPARTMENT OF … STERLING CANTERBURY SCOTLAND WINDHAM LEBANON HEBRON EAST HAMPTON...
Transcript of CONNECTICUT DEPARTMENT OF … STERLING CANTERBURY SCOTLAND WINDHAM LEBANON HEBRON EAST HAMPTON...
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
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W
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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
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NART FO
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RA
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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
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PA
RT
ME
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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
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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.