0068-0217_03_Highway.pdf
PDF 2 MB Posted
- Solicitation number
- 0068-0217
- Issued by
- Tolland County, Connecticut
About this file
This is a highway contract plan document prepared by the Connecticut Department of Transportation for the Replacement of Bridge No. 02599 on Route 101 over Alvia Chase Reservoir in Killingly, Connecticut (Project No. 0068-0217). The contract encompasses comprehensive bridge replacement work including pavement reconstruction, temporary accommodation measures, and utility relocation. The project involves full-depth bituminous concrete pavement reconstruction between stations 2+70.00 and 3+80.00, with an 8-inch subbase, 3-inch HMA S1 traffic level 2 course, and 4-inch HMA S0.5 traffic level 2 course. Additional work includes fine milling of bituminous concrete pavement, erosion control matting installation, turf establishment, metal beam rail (R-B MASH) installation, and slope stabilization. The project is located entirely within the floodplain with an existing 100-year flood elevation calculated at 570.1 feet, and project limits extend approximately 590 feet along Route 101 from station 0+00 to station 5+90.00.
The contract plans specify temporary accommodation requirements including a temporary cofferdam needed for bridge work, temporary utility pole pads, temporary earth pads, and temporary crane pads to be installed using geotextile separation materials and temporary retaining systems. Excavated material may be stockpiled for later reuse, with costs paid under earth excavation item 0202000. Environmental restrictions include a tree-trimming prohibition from April 15 through October 31 for any trees measuring 3 inches diameter at breast height or greater. Construction easements are required for the project, and overhead telecommunications lines require temporary relocation during construction. The plans were prepared on May 26, 2026, by designer JER/MAD and checked by EWM, indicating this represents the final contract document subset for highway construction services.
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Text version
TEMPORARY ACCOMMODATION PLANACC-01HIGHWAY PLANPLN-01
ROUTE 101 CROSS SECTIONSXSC-1 TO XSC-3TYPICAL SECTIONSTYP-01
HIGHWAY PROFILEPRO-1INDEX OF DRAWINGSINX-01
DRAWING TITLEDRAWING NUMBERDRAWING TITLEDRAWING NUMBER
INDEX OF DRAWINGS
SUBSET 03 - HIGHWAY
CONSULTANT COMPANY NAME
DESIGNED BY:
PROJECT TITLE: PROJECT NO.: DRAWING NO.:
SHEET NO.:
5/26/2026
SIGNATURE BLOCK: DRAWING TITLE:
INX-01
TOWN(S):
KILLINGLY
ALVIA CHASE RESERVOIR
REPLACEMENT OF BRIDGE NO. 02599 ROUTE 101 OVER
PLOTTED DATE:
M:\DDE\Worksets\CTDOT\0068-0217\Highways\Contract_Plans\HW_CP_0068_0217_SubsetCoverSheet.dgn FILE NAME: MDoreo LASTED SAVED BY:
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0068-0217
DESIGNER/DRAFTER: JER/MAD CHECKED BY: EWM
INDEX OF DRAWINGS
TRANSPORTATION
DEPARTMENT OF
CONNECTICUT
03.01
FF
PROJECT TITLE: PROJECT NO.: DRAWING NO.:
SHEET NO.:
5/26/2026
SIGNATURE BLOCK: DRAWING TITLE:
TYP-01
REPLACEMENT OF BRIDGE NO. 02599 ROUTE 101 OVER
PLOTTED DATE:
M:\DDE\Worksets\CTDOT\0068-0217\Highways\Contract_Plans\HW_CP_0068_0217_Typicals.dgn FILE NAME: MDoreo LASTED SAVED BY:
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TYPICAL SECTIONS
TRANSPORTATION
SECTIONS
SEE CROSS A
B
C
D
SECTIONS
SEE CROSS
JIH
EXISTING GROUND
TRAVEL LANE
12'-0"
TRAVEL LANE
12'-0"
12 H:1V
STA. 2+70.00 TO STA. 3+17.00
ROUTE 101
B ROUTE 101L
H I J
12 H:1V
E E
NOT TO SCALE
STA. 3+35.00 TO STA. 3+80.00
3'-0" (MIN.)
4'-0"
SHOULDER
4'-3"
2H:1V (MAX.)
2H:1V (MAX.)
3'-0" (MIN.)
4'-0"
SHOULDER
4'-3"
G
8" SUBBASEN
3" HMA S0.5 - TRAFFIC LEVEL 2 (PLACED IN A SINGLE LIFT)M
CUT BITUMINOUS CONCRETE PAVEMENTL
4" FINE MILLING OF BITUMINOUS CONCRETE K
EROSION CONTROL MATTING (TYPE D)J
TURF ESTABLISHMENTI
4" TOPSOILH
FORMATION OF SUBGRADEG
6" PROCESSED AGGREGATE F
METAL BEAM RAIL (R-B MASH)E
12" SUBBASED
3" HMA S1 - TRAFFIC LEVEL 2C
4" HMA S0.5 - TRAFFIC LEVEL 2 (PLACED IN 2 EQUAL LIFTS)B
POINT OF APPLIED GRADEA
LEGEND
PAVEMENT TRANSITION DETAIL
BEGIN OR END PROJECT
NOT TO SCALE
10'-0" LIMIT OF FULL DEPTH
BINDER COURSE
1V:1H
D C
B K
PAVEMENT RECONSTRUCTION
L
OF BITUMINOUS CONCRETE"
LIMITS OF "FINE MILLING
TEMPORARY PAVEMENT PATCH
NOT TO SCALE
N
L
M
EXISTING GROUND
03.02
B.M. 402
C.G.S. 5281
Elev. 570.90
WOODS
WOODS
TREES
CP-9
CP-2
CP-3
CP-8
GRASS
GRAVEL
#4622
AT&T
TEL MH'S
ANCHOR
END
MBR
MBR
#02599
BRIDGE
PARAPET
PARAPET
CONDUITS
6" UTIL.
RIPRAP
BRUSH
#3044
AT&T
#3045
AT&T
ANCHOR
END
MBR
BIT BIT BIT
#3044S
AT&T
#3045S
AT&T
HYDRANT
DRY
CHESTNUT HILL RESERVOIR COMPANY
N/F
CHESTNUT HILL RESERVOIR COMPANY
N/F
N/F
CHD
N/F
CHD
N/F
CHD
N/F
CHD
ET AL
JOHN A. KOCUR
N/F
NAVD 1988
0+00
1+00
2+00 3+00
4+00
5+00 N76°37'55.2"E
261.46'
E
.1
N
.1
.0
B e g in S ta
E
.4
N
.5
.4
P
C
O
O R
D
IN
A T E G
R
ID
AD
O
N N
E C
T
IC
U T
HARTFORD
TURNPIKE
ROUTE 101
12'
10.5'
1" = 20'
HORIZONTAL SCALE
20' 40'
CP-2 (STEEL PIN)
N= 871,514.46
E=1,258,236.23
7.70' 2.71'
9.12'
TURNPIKEHARTFO
RD
CP-1
TO
CP-3
TO
MBR POSTS
D.H.'S IN
#3044S
AT&T
NAIL IN
CP-3 (STEEL PIN)
N= 871,561.34
E=1,258,594.91
TURNPIKE
HARTFORDCP-2
TO
CP-4
TO
15.33'
6.72' 3.95'
9" OAK
NAIL IN
#3045S
AT&T
NAIL IN
MBR POST
D.H. IN
CP-1 (STEEL PIN)
N= 871,391.01
E=1,257,865.59
CP-2
TO
33.43'
TURNPIKEHARTFO
RD
CP-9
TO
47.78'
52.22'
AT&T#3043
NAIL IN
24" SPRUCE
NAIL IN
(B.M.#401)
CONC STEPS
EAST SIDE
BRASS BOLT IN
CP-8 (STEEL PIN)
N= 871,506.50
E=1,258,419.88
CP-7
TO
CP-9
TO
TURNPIKE
HARTFORD
4.85'
MBR POSTS
D.H.'S IN
5.12' 10.30'
CP-9 (MAG NAIL)
N= 871,471.24
E=1,258,209.35
CP-8
TO
CP-1
TO
TURNPIKEHARTFORD
MBR POSTS
D.H.'S IN
11.03'
5.29'42.18'
AT&T#3044
NAIL IN
CP-7 (STEEL PIN)
N= 871,516.19
E=1,258,736.82
MBR POSTS
D.H.'S IN
3.88' 3.85'
9.66'
CP-6
TOCP-8
TO
TURNPIKE
HARTFORD
A
A
A
A
PROJECT TITLE: PROJECT NO.: DRAWING NO.:
SHEET NO.:
5/26/2026
SIGNATURE BLOCK: DRAWING TITLE:
PLN-01
REPLACEMENT OF BRIDGE NO. 02599 ROUTE 101 OVER
PLOTTED DATE:
M:\DDE\Worksets\CTDOT\0068-0217\Highways\Contract_Plans\HW_CP_0068_0217_PlanPro.dgn FILE NAME: MDoreo LASTED SAVED BY:
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HIGHWAY PLAN
TRANSPORTATION
E
.9
N
.6
E n d S ta
.0
SAWCUT BITUMINOUS CONCRETE PAVEMENT
STA. 2+50.00
N 871499.91
E 1258264.32
BEGIN STATE PROJECT 0068-0217 STA. 2+70.00
RECONSTRUCTION
PAVEMENT
LIMIT OF FULL DEPTH
STA. 3+80.00
RECONSTRUCTION
PAVEMENT
LIMIT OF FULL DEPTH
0068-0217END STATE PROJECT
SAWCUT BITUMINOUS CONCRETE PAVEMENT
STA. 4+00.00
N 871528.09
E 1258411.59
CURVE 1
SYSTEM (TYP.)
SEDIMENTATION CONTROL
LIMITS (TYP.)
APPROX. SLOPE
#02599
BRIDGE
(TYP.)
(R-B MASH)
METAL BEAM RAIL
STREAM EDGE
EASEMENT LINE
CONSTRUCTION
EASEMENT LINE
CONSTRUCTION
(TYP.)
ATTACHMENT
THRIE-BEAM
52.2' LT
STA. 2+73,
LT.3'51
STA. 3+80,
RAIL (TYP.)
EXISTING METAL BEAM
R-B MASH TO
TRANSITION
CHESTNUT HILL RESERVOIR COMPANY
N/F
CHESTNUT HILL RESERVOIR COMPANY
N/F
ORDINARY HIGH WATER
(CALCULATED)
EXISTING 100-YEAR FLOOD
TO BE REMOVED AND RESET
EXISTING FIRE SUPPLY DRY HYDRANT
BOX CULVERT
12’ X 8’ CONCRETE
ET AL
JOHN A. KOCUR
N/F
FL
O
W
38' RT
STA. 00+07,
52' RT
STA. 1+64,
52' RT
STA. 5+84,
HIGHWAY LINE
HIGHWAY LINE
52' RT
STA. 2+61,
ALVIA CHASE RESERVOIR
ALVIA CHASE RESERVOIR
ANCHORAGE TYPE I
R-B END
SURVEY TIES
1258435.98 E:
871540.70 PI N:
164.98'TANGENT:
328.54' LENGTH:
13°01'37.2" DELTA:
1445.00' RADIUS:
CURVE NO. 1
CONSTRUCTION DEWATERING.
TEMPORARY COFFERDAM NEEDED FOR BRIDGE
TEMPORARY WORK AREA TO ACCOMMODATE
SHALL BE PAID UNDER ITEM 0202000 - EARTH EXCAVATION.
3. EXCAVATED MATERIAL CAN BE STOCKPILED FOR LATER RE-USE. STOCKPILING AND MOVEMENT OF MATERIAL
2. THE ENTIRE PROJECT IS WITHIN THE FLOODPLAIN.
1. NO TRIMMING, CUTTING, OR REMOVAL OF TREES WITH A 3" DBH OR GREATER FROM APRIL 15 TO OCTOBER 31.
NOTES:
CONSTRUCTION EASEMENT REQUIRED
CONSTRUCTION EASEMENT LINE
EXISTING PROPERTY LINE
EXISTING HIGHWAY BOUNDARY LINE
EXISTING EASEMENT LINE
R.O.W. LEGEND
03.03
.9
E L
.0
P
V T
S T
A
.5
E L
.0
P
V C
S T
A
-3.18%
S=
-0.04%S=
.3
E L
.0
P
V I
S T
A
.0
E L
.0
P
V I
S T
A
0+00
0+00
1+00
1+00
2+00
2+00
3+00
3+00
4+00
4+00
324.242'SSD =
50.919'K =
160.000'L =
P V
I S
T A
.0
L
.9
HORIZONTAL SCALE IN FEET
20 40
VERTICAL SCALE IN FEET
PROJECT TITLE: PROJECT NO.: DRAWING NO.:
SHEET NO.:
5/26/2026
SIGNATURE BLOCK: DRAWING TITLE:
PRO-1
REPLACEMENT OF BRIDGE NO. 02599 ROUTE 101 OVER
PLOTTED DATE:
M:\DDE\Worksets\CTDOT\0068-0217\Highways\Contract_Plans\HW_CP_0068_0217_PlanPro.dgn FILE NAME: gmccarthy LASTED SAVED BY:
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HIGHWAY PROFILE
TRANSPORTATION
PROFILE LAYOUT LINE
EXISTING GRADE
BRIDGE NO. 02599
STA. 2+50.00
SAWCUT BITUMINIOUS CONCRETE PAVEMENT
BEGIN STATE PROJECT 0068-0217 0068-0217END STATE PROJECT
STA. 4+00.00
MATCH EXISTING PAVEMENT
STA. 3+80.00
RECONSTRUCTION
PAVEMENT
LIMIT OF FULL DEPTH
STA. 2+70.00
RECONSTRUCTION
PAVEMENT
LIMIT OF FULL DEPTH
PROPOSED GRADE
03.04
STA.2+00.00
-140
-140
-130
-130
-120
-120
-110
-110
-100
-100
-90
-90
-80
-80
-70
-70
-60
-60
-50
-50
-40
-40
-30
-30
-20
-20
-10
-10
560 560
570 570
STA.2+25.00
-140
-140
-130
-130
-120
-120
-110
-110
-100
-100
-90
-90
-80
-80
-70
-70
-60
-60
-50
-50
-40
-40
-30
-30
-20
-20
-10
-10
560 560
570 570
STA.2+50.00
-140
-140
-130
-130
-120
-120
-110
-110
-100
-100
-90
-90
-80
-80
-70
-70
-60
-60
-50
-50
-40
-40
-30
-30
-20
-20
-10
-10
560 560
570 570
STA.2+75.00
-140
-140
-130
-130
-120
-120
-110
-110
-100
-100
-90
-90
-80
-80
-70
-70
-60
-60
-50
-50
-40
-40
-30
-30
-20
-20
-10
-10
550 550
560 560
570 570
PROJECT TITLE: PROJECT NO.: DRAWING NO.:
SHEET NO.:
5/26/2026
SIGNATURE BLOCK: DRAWING TITLE:
XSC-1
REPLACEMENT OF BRIDGE NO. 02599 ROUTE 101 OVER
PLOTTED DATE:
M:\DDE\Worksets\CTDOT\0068-0217\Highways\Contract_Plans\HW_CP_0068_0217_XSC.dgn FILE NAME: MDoreo LASTED SAVED BY:
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DESIGNER/DRAFTER: JER/MAD CHECKED BY: MAD
ROUTE 101 CROSS SECTIONS
TRANSPORTATION
-4.6% -0.6% -4.9% -6.3%
L
.1
S H
D R
S H
D R
E
R
ELEVATION (CALCULATED) = 569.1
EXISTING 100-YEAR FLOOD
ELEVATION (CALCULATED) = 570.1
EXISTING 100-YEAR FLOOD
12:1 -2.9% -0.6% -5.0% -6.4% 12:1
E L
.9
D R
S H
D R
E
2:
1.6:1
ELEVATION (CALCULATED) = 570.1
EXISTING 100-YEAR FLOOD
ELEVATION (CALCULATED) = 569.1
EXISTING 100-YEAR FLOOD
1" = 10'
HORIZONTAL SCALE
10' 20'
03.05
STA.3+00.00
-140
-130
-130
-120
-120
-110
-110
-100
-100
-90
-90
-80
-80
-70
-70
-60
-60
-50
-50
-40
-40
-30
-30
-20
-20
-10
-10
550 550
560 560
570 570
12:1 -2.2% -0.9% -5.2% -5.9% 12:11.7:1
E L
D R
S H
D R
E
1.
9:
ELEVATION (CALCULATED) = 570.1
EXISTING 100-YEAR FLOOD
ELEVATION (CALCULATED) = 569.1
EXISTING 100-YEAR FLOOD
STA.3+25.00
-140
-140
-130
-130
-120
-120
-110
-110
-100
-100
-90
-90
-80
-80
-70
-70
-60
-60
-50
-50
-40
-40
-30
-30
-20
-20
-10
-10
550 550
560 560
570 570
580 580
STA.3+50.00
-140
-140
-130
-130
-120
-120
-110
-110
-100
-100
-90
-90
-80
-80
-70
-70
-60
-60
-50
-50
-40
-40
-30
-30
-20
-20
-10
-10
560 560
570 570
STA.3+75.00
-140
-140
-130
-130
-120
-120
-110
-110
-100
-100
-90
-90
-80
-80
-70
-70
-60
-60
-50
-50
-40
-40
-30
-30
-20
-20
-10
-10
560 560
570 570
PROJECT TITLE: PROJECT NO.: DRAWING NO.:
SHEET NO.:
5/26/2026
SIGNATURE BLOCK: DRAWING TITLE:
XSC-2
REPLACEMENT OF BRIDGE NO. 02599 ROUTE 101 OVER
PLOTTED DATE:
M:\DDE\Worksets\CTDOT\0068-0217\Highways\Contract_Plans\HW_CP_0068_0217_XSC.dgn FILE NAME: MDoreo LASTED SAVED BY:
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ROUTE 101 CROSS SECTIONS
TRANSPORTATION
0.2% 0.6% -4.7% -4.7%
E L
D R
S H
D R
E
ELEVATION (CALCULATED) = 570.1
ELEVATION (CALCULATED) = 569.1
EXISTING 100-YEAR FLOOD
-0.5% 0.2% -5.3% -6.3% 12:1
E L
D R
S H
D R
E
2.9 :1
2:1
ELEVATION (CALCULATED) = 570.1
EXISTING 100-YEAR FLOOD
ELEVATION (CALCULATED) = 569.1
EXISTING 100-YEAR FLOOD
2:
1 12:1 -0.2% 0.5%
-6.1% -6.8% 12:1
E L
D R
S H
D R
E
2:1
EXISTING 100-YEAR FLOOD
ELEVATION (CALCULATED) = 569.1
EXISTING 100-YEAR FLOOD
1" = 10'
HORIZONTAL SCALE
03.06
STA.4+00.00
-140
-130
-130
-120
-120
-110
-110
-100
-100
-90
-90
-80
-80
-70
-70
-60
-60
-50
-50
-40
-40
-30
-30
-20
-20
-10
-10
560 560
570 570
0.7% 0.7% -6.5% -6.5%
E L
D R
S H
D R
E
ELEVATION (CALCULATED) = 569.1
EXISTING 100-YEAR FLOOD
STA.4+25.00
-140
-140
-130
-130
-120
-120
-110
-110
-100
-100
-90
-90
-80
-80
-70
-70
-60
-60
-50
-50
-40
-40
-30
-30
-20
-20
-10
-10
560 560
570 570
STA.4+50.00
-140
-140
-130
-130
-120
-120
-110
-110
-100
-100
-90
-90
-80
-80
-70
-70
-60
-60
-50
-50
-40
-40
-30
-30
-20
-20
-10
-10
560 560
570 570
PROJECT TITLE: PROJECT NO.: DRAWING NO.:
SHEET NO.:
5/26/2026
SIGNATURE BLOCK: DRAWING TITLE:
XSC-3
REPLACEMENT OF BRIDGE NO. 02599 ROUTE 101 OVER
PLOTTED DATE:
M:\DDE\Worksets\CTDOT\0068-0217\Highways\Contract_Plans\HW_CP_0068_0217_XSC.dgn FILE NAME: MDoreo LASTED SAVED BY:
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ROUTE 101 CROSS SECTIONS
TRANSPORTATION
1" = 10'
HORIZONTAL SCALE
03.07
HARTFORD
TURNPIKE
ROUTE 101
CHESTNUT HILL RESERVOIR COMPANY
N/F
CHESTNUT HILL RESERVOIR COMPANY
N/F
TREES
CP-9
CP-2
CP-3
CP-8
#4622
AT&T
BRUSH
#3044
AT&T
#3045
AT&T
#3044S
AT&T
#3045S
AT&T
CP-9 (MAG NAIL)
1+00
2+00
3+00 4+00
5+00
LAWN W/ U/G
#3043
AT&T
GRASS
#3046
SNET
#3046S
SNET
ET AL
PATRICK J. BARS
N/F
TEMPORARY RELOCATION
PROPOSED OVERHEAD WIRE
TEMPORARY RELOCATION
TELECOMMUNICATIONS
PROPOSED
EXISTING OVERHEAD WIRE
CONDUIT
EXISTING TELECOMMUNICATIONS
PROPOSED EASEMENT
COFFERDAM (SEE NOTE 1)
PROPOSED LIMITS OF
RETAINING SYSTEM (TYP.)
TEMPORARY EARTH
POLE PAD
TEMPORARY UTILITY
POLE PAD
TEMPORARY UTILITY
TEMPORARY CRANE PAD
TEMPORARY CRANE PAD
(NOT TO SCALE)
ROUTE 101
(BORROW)
TEMPORARY FILL
CRANE PAD
GEOTEXTILE(SEPARATION - CLASS 1)
RETAINING SYSTEM
TEMPORARY EARTH
ELEV. 571.0 ±
OHW ELEV. 567.6
TEMPORARY UTILITY POLE PAD
(NOT TO SCALE)
ROUTE 101
(BORROW)
TEMPORARY FILL
GEOTEXTILE(SEPARATION - CLASS 1)
RETAINING SYSTEM
TEMPORARY EARTH
UTILITY POLE
TEMPORARY
STA. 4+29.00 ELEV. 570.8 ±
STA. 2+09.00 ELEV. 571.8 ±
OHW ELEV. 567.6
ELEV. 565'
ELEV. 570'
TEMPORARY CRANE PAD
NOT TO SCALE
PROJECT TITLE: PROJECT NO.: DRAWING NO.:
SHEET NO.:
5/26/2026
SIGNATURE BLOCK: DRAWING TITLE:
ACC-01
REPLACEMENT OF BRIDGE NO. 02599 ROUTE 101 OVER
PLOTTED DATE:
M:\DDE\Worksets\CTDOT\0068-0217\Highways\Contract_Plans\SB_CP_0068_0217_Temporary Accomodation_Plan.dgn FILE NAME: MDoreo LASTED SAVED BY:
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TEMPORARY ACCOMMODATION PLAN
TRANSPORTATION
UP #1 UP #2
UP #3
UP #4
UP #5
UP #6
UP #7 UP #8
UP #10
UP #9
UP #11
UP #12
C O
O R
D
IN
A T E G
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ID
AD
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IC
U T
TEMPORARY ACCOMMODATION PLAN
BELOW BOTTOM OF CHANNEL.
1. CUT OFF COFFERDAM SHEETING IN WATERCOURSE 2'
NOTE:
CHESTNUT HILL RESERVOIR COMPANY
N/F
CHESTNUT HILL RESERVOIR COMPANY
N/F
03.08
| HW_CP_0068_0217_SubsetCoverSheet |
| HW_CP_0068_0217_Typicals |
| Plan |
| HW_CP_0068_0217_PlanPro |
| Profile |
| HW_CP_0068_0217_PlanPro |
| Cross Sections |
| HW_CP_0068_0217_XSC |
| HW_CP_0068_0217_XSC |
| HW_CP_0068_0217_XSC |
SB_CP_0068_0217_Temporary Accomodation_Plan
| 2026-05-26T18:25:55-0400 | |
| Eugene McCarthy |
File details come from the government source that posted it. Updated .