0083-0270_Bridge06770_03_Highway.pdf
PDF 6 MB Posted
- Solicitation number
- 0083-0270
- Issued by
- New Haven County, Connecticut
About this file
This is a highway contract plan document prepared by the Connecticut Department of Transportation for the Rehabilitation of Bridge No. 06770 over Unnamed Brook on State Route 796 (Milford Parkway Extension) in the Town of Milford, Connecticut. The project involves construction of access roads, culvert work, and drainage improvements to facilitate bridge rehabilitation. The contract includes construction of a permanent east access road (Site No. 1) spanning approximately 6+26 stations and a temporary west access road (Site No. 2) to be removed upon project completion. The project encompasses typical sections with processed aggregate base, geotextile materials, erosion control matting, geocell installation, and slope protection details. The scope includes drainage work with proposed 24-inch and 30-inch corrugated metal pipe (CMP) and 72-inch CMP liner installation, removal of existing utilities and drainage structures, sedimentation control systems, and temporary earth retaining systems (TERS). The plans detail alignment geometry with nine curves, cross-sections at multiple stations, and profiles for both the Milford Parkway extension and access roads. Project control points CP-51 and CP-52 establish survey datum based on North American Vertical Datum (NAVD) 1988 using Connecticut Coordinate System NAD 83 (2011).
The contract plans were surveyed by Connecticut Department of Transportation District 4 in November 2021 and revised as of July 2023 to extend topography 750 feet to the north. The project identification number is 0083-0270 with reference number 0170-3250. Utility locations shown on the plans were supplied by Iroquois Pipeline Operating Company (gas) and Town of Milford Public Works (sewer), though these are noted as preliminary and approximate. The plans indicate that disturbed areas below the wetland limit shall be seeded with wetland grass establishment, with erosion control matting Type D required on slopes of 3:1 or steeper. Temporary laydown areas and the west access road are designated for removal upon project completion, with existing ground conditions to be restored. The project includes provisions for geocell installation with minimum 6-inch thickness stone infill, geotextile separation materials, and hook anchors per manufacturer specifications.
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WEST ACCESS ROAD SITE NO. 2 CROSS SECTIONSXSC-11EAST ACCESS ROAD SITE NO. 1 CROSS SECTIONSXSC-01
WEST ACCESS ROAD SITE NO. 2 CROSS SECTIONSXSC-10ACCESS ROAD PROFILESHWY-09
EAST ACCESS ROAD SITE NO. 1 CROSS SECTIONSXSC-09ACCESS ROAD PLANHWY-08
EAST ACCESS ROAD SITE NO. 1 CROSS SECTIONSXSC-08MILFORD PARKWAY PROFILEHWY-07
EAST ACCESS ROAD SITE NO. 1 CROSS SECTIONSXSC-07HIGHWAY PLANHWY-06
EAST ACCESS ROAD SITE NO. 1 CROSS SECTIONSXSC-06ALIGNMENT GEOMETRY AND CURVE DATAHWY-05
EAST ACCESS ROAD SITE NO. 1 CROSS SECTIONSXSC-05TYPICAL SECTIONS AND DETAILSHWY-04
EAST ACCESS ROAD SITE NO. 1 CROSS SECTIONSXSC-04TYPICAL SECTIONSHWY-03
EAST ACCESS ROAD SITE NO. 1 CROSS SECTIONSXSC-03EXISTING CONDITIONSHWY-02
EAST ACCESS ROAD SITE NO. 1 CROSS SECTIONSXSC-02HIGHWAY INDEX OF DRAWINGSHWY-01
DRAWING TITLEDRAWING NUMBERDRAWING TITLEDRAWING NUMBER
INDEX OF DRAWINGS
03 - HIGHWAY
PROJECT TITLE: PROJECT NO.: DRAWING NO.:
SHEET NO.:
5/30/2026
SIGNATURE BLOCK: DRAWING TITLE:
HWY-01
TOWN(S):
MILFORD
PARKWAY EXTENSION) OVER UNNAMED BROOK
REHABILITATION OF BRIDGE NO. 06770 SR 796 (MILFORD
PLOTTED DATE:
V:\Projects\ANY\K6\075442.000\16_Custom_Client\CT Connect\Highways\Contract_Plans\HW_CB_0083_0270_HWY_01_INDEX.dgn FILE NAME: 3724 LASTED SAVED BY:
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0083-0270
DESIGNER/DRAFTER: RT CHECKED BY: JP
DRAWINGS
HIGHWAY INDEX OF
TRANSPORTATION
DEPARTMENT OF
CONNECTICUT
03.01
ROCKY HILL, CT 06067
SUITE 301
400 CAPITAL BOULEVARD
& ASSOCIATES, LLP
CLOUGH, HARBOUR
DESIGNED BY:
C T
C T
C T
C T
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C T
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4C T
C T
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CONCRETE LIGHT POLE BASE
CHISELED SQUARE IN SW COR.
EL=98.493 BM A
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ID
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M B
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NAVD 1988
MAG NAIL IN LEDGE OUTCROP
EL=88.602 BM B
A P P R
O X H
W Y L
IN
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A P P R
O X H
W Y L
IN
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D R
IV
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DRIVE
GRAVEL
W E T L A
N D F
L A
G S
F
IE
L D L
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A T E
D
FED-1
CT-46
FED-2
CT-47
FED-3
CT-48
FED-4
CT-49
FED-5
CT-50
FED-6
CT-51
FED-7
CT-52
FED-8
CT-53
FED-9
CT-54
FED-10
CT-55
CT-45
CT-44
CT-43
CT-42
CT-41
CT-40
CT-39
CT-37
CT-38
CT-36
CT-35
CT-34
CT-33
CT-32
CT-31
PLOT 5U
DATA
PLOT 5W
DATA
CT-30CT-29
CT-28
CT-26
CT-25
CT-24
CT-23
CT-22
CT-21
CT-19
CT-18
CT-17
CT-16
CT-15
CT-20
W E T L A
N D F
L A
G S
F
IE
L D L
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A T E
D
D-3017
RAN
D-3016
RAN
CT-11
IWC
CT-12
CT-13
CT-14
CT-1
CT-10
CT-9
CT-8
CT-7
CT-6
CT-5
CT-4
CT-3
IWC
IWC
CT-2
(N/F)
CHD
(N/F)
CHD
(N/F)
CHD
(N/F)
CHD
(N/F)
CHD
FL=44.32
FL=21.67
FL=39.63
FL=40.56
FL=42.71
FL=68.18
BT=69.02
FL=71.32 (W)
FL=71.37 (E)
FL=74.52 (N)
TF=85.52
"C"CB
BT=61.64
FL=62.29 (SW)
FL=63.14 (E)
TF=68.74
STORM MH
BT=70.00
FL=70.20 )W)
FL=71.30 (E)
TF=88.00
STORM MH
STRUCTURE #03226
12 x 12 ACCESS TUNNEL
FL=76.31
TF=88.76
SAN MH
FL=81.05 (SW)
FL=76.25 (N, S)
TF=88.85
SAN MH
FL=74.96
TF=80.96
SAN MH
FL=69.88
TF=75.88
SAN MH
BT=75.84
FL=76.93
TF=88.59
"C"CB
BT=74.00
FL=74.18
TF=91.06
"C" CB
BT=96.95
FL=97.94
TF=101.19
"C" CB
FL=80.94
(FULL OF MUD)
5.56BT=7
FL=77.0±
TF=79.36
"C"CB
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BT=70.49
FL=72.34 (W)
TF=76.19
"C-L"CB
FL=42.65
23.34' FROM OUTLET
IN CULVERT
VERTICAL KINK
E
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BT=74.96
FL=76.26
TF=83.46
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BT=75.34
FL=77.04
TF=83.34
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40' 80'
1"=40'
HORIZONTAL SCALE
NOTES:
IROQUOIS PIPELINE OPERATING COMPANYGAS:
TOWN OF MILFORD PUBLIC WORKSSEWER:
WERE SUPPLIED BY THE FOLLOWING UTILITY COMPANIES:
FIELD VERIFIED AND SHOULD BE CONSIDERED APPROXIMATE. UTILITY LOCATIONS
UTILITIES SHOWN WERE TAKEN FROM EXISTING UTILITY PLANS, NOT ALL HAVE BEEN7.)
PRELIMINARY AND SHOULD BE CONSIDERED APPROXIMATE.
6.) HIGHWAY LINES ARE TAKEN FROM CONSTRUCTION PROJECT 83-201 WHICH ARE
NOT ALL HAVE BEEN FIELD VERIFIED AND SHOULD BE CONSIDERED APPROXIMATE.
PROPERTY LINES ARE TAKEN FROM TOWN OF MILFORD TAX ASSESSOR MAPS. 5.)
A LOCAL DIGITAL BENCH RUN THROUGH PROJECT CONTROL.
DERIVED FROM A GPS TRANSFER OF CGS BM 3217 TO CP-51 FOLLOWED BY
VERTICAL DATUM BASED ON NORTH AMERICAN VERTICAL DATUM (N.A.V.D. 1988)4.)
(GPS OBSERVATIONS) ON 9/15/2021.
2010.0, GEOID 18 UTILIZING CT DOT CORS STATIONS: CTBR, CTDA, CTGU, AND NYRH
400 FOOT GRID BASED ON CONNECTICUT COORDINATE SYSTEM NAD 83 (2011) EPOCH3.)
FIELD BOOK: DATA COLLECTOR & "OUT OF DISTRICT D" PGs 21-22, 29, & 63-67.2.)
SURVEY BY CTDOT DISTRICT 4 SURVEYS.1.)
STATE OF CONNECTICUT
DEPARTMENT OF TRANSPORTATION
OVER UNNAMED BROOK
@ BRIDGE #06770
ROUTE 796 (MILFORD CONNECTOR)
IN THE TOWN OF
MILFORD
PROJECT NO. 0170-3250
REVISIONS
NO. DATE DESCRIPTION REV. BY
1 2-28-22 REVISE OHW/STREAM LINETYPES JMP
2 7-21-23
TO THE NORTH
EXTEND TOPO 750'
JMP
FILE: SV_D4_0170_3250_MILFORD_CONNECTOR_BR06770_GRN.dgn
M. ZOMBARCHECKED BY:
J. PAULPLOTTED BY:
B. ATEMSURVEYED BY:
NOVEMBER 2021
N=651502.925
E=907509.301
CP-52 (IRON PIN)
(TO INTERSTATE 95)
MILFORD CONNECTOR
MBR
6.83'
PM
3.71'
PM
6.15'
PM
N=652066.209
E=907770.912
CP-51 (IRON PIN)
(TO ROUTE 15 SB)
MILFORD CONNECTOR
DBL C CB
DH IN CL TC
3.96'
PM
M
BR
SIGN BASE
DH IN CONC.
4.10'
41.42'
2373/506
612 WHEELERS FARMS ROAD, LP
N/F
2897/304
MERRITT CORPORATE WOODS
N/F
STATE OF CONNECTICUT
N/F
STATE OF CONNECTICUT
N/F
RAILROAD COMPANY
COMMUTER
METRO-NORTH
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WINGWALL HYDROSECTION
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24" CMP
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S A
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N/F
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12" CMP
12" RCP
18" RCP
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IROQUOIS PIPELINE OPERATING COMPANYGAS:
TOWN OF MILFORD PUBLIC WORKSSEWER:
WERE SUPPLIED BY THE FOLLOWING UTILITY COMPANIES:
FIELD VERIFIED AND SHOULD BE CONSIDERED APPROXIMATE. UTILITY LOCATIONS
UTILITIES SHOWN WERE TAKEN FROM EXISTING UTILITY PLANS, NOT ALL HAVE BEEN7.)
PRELIMINARY AND SHOULD BE CONSIDERED APPROXIMATE.
6.) HIGHWAY LINES ARE TAKEN FROM CONSTRUCTION PROJECT 83-201 WHICH ARE
NOT ALL HAVE BEEN FIELD VERIFIED AND SHOULD BE CONSIDERED APPROXIMATE.
PROPERTY LINES ARE TAKEN FROM TOWN OF MILFORD TAX ASSESSOR MAPS. 5.)
A LOCAL DIGITAL BENCH RUN THROUGH PROJECT CONTROL.
DERIVED FROM A GPS TRANSFER OF CGS BM 3217 TO CP-51 FOLLOWED BY
VERTICAL DATUM BASED ON NORTH AMERICAN VERTICAL DATUM (N.A.V.D. 1988)4.)
(GPS OBSERVATIONS) ON 9/15/2021.
2010.0, GEOID 18 UTILIZING CT DOT CORS STATIONS: CTBR, CTDA, CTGU, AND NYRH
400 FOOT GRID BASED ON CONNECTICUT COORDINATE SYSTEM NAD 83 (2011) EPOCH3.)
FIELD BOOK: DATA COLLECTOR & "OUT OF DISTRICT D" PGs 21-22, 29, & 63-67.2.)
SURVEY BY CTDOT DISTRICT 4 SURVEYS.1.)
83/2011
C O
O R
D
IN
A T
E G
R
ID
AD
O
N N
E C
T
IC
U T
PROJECT TITLE: PROJECT NO.: DRAWING NO.:
SHEET NO.:
5/30/2026
SIGNATURE BLOCK: DRAWING TITLE:
HWY-02
REHABILITATION OF BRIDGE NO. 06770 SR 796 (MILFORD
PLOTTED DATE:
V:\Projects\ANY\K6\075442.000\16_Custom_Client\CT Connect\Highways\Contract_Plans\HW_CB_0083-0270_Plan_ATW1.dgn FILE NAME: 3724 LASTED SAVED BY:
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EXISTING CONDITIONS
TRANSPORTATION
A P P
R O
X
IM
A T E P
R O
P E
R T Y L
IN
E
1" = 40'
HORIZONTAL SCALE
40' 80'
MATCH MARK - SEE ABOVE
MATCH MARK - SEE BELOW
03.02
Squiggly
PAYMENT.
INSTALLMENT REQUIREMENTS AND BASIS OF
SPECIAL PROVISIONS FOR ADDITIONAL
MANUFACTURERS RECOMMENDATIONS. SEE
AND FASTENERS SHALL FOLLOW THE
FASTENERS. NUMBER AND LOCATION OF ANCHORS
REQUIRED ANCHORS AND MECHANICAL
A MINIMUM THICKNESS OF 6". ALSO INCLUDED ARE
GEOCELL AND STONE INFILL. GEOCELL SHALL HAVE
PREPERATION, GEOTEXTILE (SEPARATION - CLASS 1),
3. THE GEOCELL ITEM INCLUDES SUBGRADE
ON SLOPES 3:1 OR STEEPER.
2. EROSION CONTROL MATTING TYPE D SHALL BE USED
BE SEEDED WITH WETLAND GRASS ESTABLISHMENT.
1. DISTURBED AREAS BELOW THE WETLAND LIMIT SHALL
NOTES:
2.0% 2:1 (M
AX.)3:1
(T
YP
EXISTING GROUND
2.0%
6.0'6.0' - 23.0'
G
I
A
B
F
C
J HOOK ANCHOR
GEOCELL WITH 6" PROCESSED AGGERGATE BASE (SEE NOTE 3)
FOR ACCESS ROAD
GEOTEXTILE (SEPARATION - CLASS 1),
EROSION CONTROL MATTING TYPE D
4" TOPSOIL AND TURF ESTABLISHMENT
FORMATION OF SUBGRADE
6" PROCESSED AGGREGATE BASE
LEGEND
A
B
C
D
E
F
G
TYPICAL SECTION
EAST ACCESS ROAD - SITE NO. 1
STA. 2+25.00 TO STA. 6+00.00
STA. 0+25.00 TO STA. 1+90.00
N.T.S
ROAD
ACCESS �
2:1 (M
AX.)3:1
(TY
P.)
D
E
2.0%
2:1 (MAX.)
3:1 (TYP.)
EXISTING GROUND
2.0%
6.0' 6.0'
G
I
A
B
F
C
TYPICAL SECTION
EAST ACCESS ROAD - SITE NO. 1
STA. 1+90.00 TO STA. 2+25.00
N.T.S
ROAD
ACCESS �
4:1
D
E
2:1 (MAX.)
3:1 (TYP.)
3.0'
PROJECT TITLE: PROJECT NO.: DRAWING NO.:
SHEET NO.:
5/30/2026
SIGNATURE BLOCK: DRAWING TITLE:
HWY-03
MILFORDPARKWAY EXTENSION) OVER UNNAMED BROOK
REHABILITATION OF BRIDGE NO. 06770 SR 796 (MILFORD
PLOTTED DATE:
V:\Projects\ANY\K6\075442.000\16_Custom_Client\CT Connect\Highways\Contract_Plans\HW_CB_0083-0270_Typical_ATW1.dgn FILE NAME: 3724 LASTED SAVED BY:
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TYPICAL SECTIONS
TRANSPORTATION
1" = 5'
HORIZONTAL SCALE
5' 10'
03.03
(TYP.)
N.T.S
TYPICAL SECTION
ACCESS ROAD - SITE NO. 2
TEMPORARY WEST
12'-22.7'
2%
P.A.G.
EXISTING GROUND
2:1 (MAX.)
2:1(MAX.)
C
D
E
F
E
F
BL
2%
(TYP.)
N.T.S
TYPICAL SECTION
ACCESS ROAD - SITE NO. 2
TEMPORARY WEST
12'-22.7'
2%
P.A.G.
EXISTING GROUND
C
D
BL
2%
(SEE STRUCTURE PLAN FOR LIMITS)
TEMPORARY EARTH RETAINING SYSTEM (TERS)
(SEE STRUCTURE PLAN FOR LIMITS)
TEMPORARY EARTH RETAINING SYSTEM (TERS)
STA. 80+00 TO STA. 80+50
STA. 80+50 TO STA. 80+91
1.5:1 (MAX.)
(TYP.)
N.T.S
SLOPE PROTECTION DETAIL
EXISTING GROUND
FOR GRADING AND LIMITS)
ROAD SLOPE CONSTRUCTION (SEE HWY-06
AND WHERE IMPACTED DUE TO ACCESS
STONE REPAIR ABOVE INLET HEADWALL
EXISTING 24" CMP
EXISTING GROUND VARIES FROM 16' TO 25'
EXISTING 24" GAS LINE. DEPTH FROM
B
LEGEND
FOR ADDITIONAL INSTALLATION REQUIREMENTS AND BASIS OF PAYMENT.
ANCHORS AND MECHANICAL FASTNERS. SEE SPECIAL PROVISIONS
MINIMUM THICKNESS (HEIGHT) OF 6". ALSO INCLUDED ARE REQUIRED
OVERFILL OF STONE INFILL, TOP COURSE. THE GEOCELL SHALL HAVE A
GEOTEXTILE (HIGH SURVIVABILITY), GEOCELL STONE INFILL, AND 1"
3. ITEM NO. 0755040A "GEOCELL FOR ACCESS ROADS" TO INCLUDE
OR STEEPER. NOT TO BE PLACED IN WETLAND.
2. EROSION CONTROL MATTING TYPE D SHALL BE USED ON SLOPES 3:1
SEEDED WITH WETLAND GRASS ESTABLISHMENT.
1. DISTURBED AREAS BELOW THE WETLAND LIMIT SHALL BE
NOTE:
(SEE HIGHWAY PLAN FOR LIMITS)
INSTALL MD-1 END ANCHORAGE TYPE 1
(SEE HIGHWAY PLAN FOR LIMITS)
REMOVE METAL BEAM RAIL
EROSION CONTROL MATTING TYPE D
4" TOPSOIL AND TURF ESTABLISHMENT
FORMATION OF SUBGRADE
12" PROCESSED AGGREGATE BASE
12" MODIFIED RIP RAP
FOR ACCESS ROAD
GEOTEXTILE (SEPARATION - CLASS 1),
A
B
C
D
E
F
G
H
A
A
PROJECT TITLE: PROJECT NO.: DRAWING NO.:
SHEET NO.:
5/30/2026
SIGNATURE BLOCK: DRAWING TITLE:
HWY-04
REHABILITATION OF BRIDGE NO. 06770 SR 796 (MILFORD
PLOTTED DATE:
V:\Projects\ANY\K6\075442.000\16_Custom_Client\CT Connect\Highways\Contract_Plans\HW_CB_0083-0270_Typical_ATW1.dgn FILE NAME: 3724 LASTED SAVED BY:
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DETAILS
TYPICAL SECTIONS AND
TRANSPORTATION
HORIZONTAL SCALE
03.04
-5
C P -5
INTERS
TATE 9
5TO
N A
V D
C O
N C
R E T E L
IG
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APPROX. HWY LINE
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(N F
C H
D
(N F
C H
D
(N F
C H
D
(N F
C H
D
(N F
C H
D
(N F
C H
D
APPROXIM
ATE PROPERTY LINE
W
H E E L E R S F
A R
M S R
O A
D , L
P
N F
M E R
R
IT
T C
O R P
O R
A T E W
O O
D S
N F
S T A
T E O
F C
O N
N E C
T
IC
U T
N F
S T A
T E O
F C
O N
N E C
T
IC
U T
N F
R A
IL
R O
A D C
O M
P A
N Y
C O
M M
U T E R
M E T R
O -N
O R
T H
N F
S T A
T E O
F C
O N
N E C
T
IC
U T
N F
24" GAS
APPROX. LOC.
24" GAS
APPROX. LOC.
CURVE #
CURVE #2
D 07°05'40"
T 395.22'
L 735.10'
R 807.62'
DELTA 52°09'04"
16+55.57PI
CURVE #1
D 04°24'08"
T 244.78'
L 483.90'
R 1301.52'
DELTA 21°18'09"
22+40.23PI
CURVE #2
E 907561.85'
N 651670.58'
19+95.46PCC
CURVE DATA MILLFORD CONNECTOR
+0
+0
+0
18+
19+00
20+00 21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
D 03°33'51"
T 528.18'
L 1020.64'
R 1607.60'
DELTA 36°22'34"
30+07.54PI
CURVE #3
E 907759.13'
N 652109.40'
24+79.36PCC
CURVE #3
81+00
N66°14'24"W
S36°45'30"W
12.56'
128.04'
D 98°30'40"
T 5.57'
L 9.41'
R 7.00'
DELTA 77°00'05"
80+18.12PI
CURVE #8
E 907569.78'
N 651887.35'
80+00.00Begin Sta.
E 907473.23'
N 651787.61'
81+50.00End Sta.
E 907558.28'
N 651892.41'
80+12.56PC
E 907549.85'
N 651890.19'
80+21.96PT
CURVE #8
E 907500.54'
N 651824.17'
12+49.91 = Sta. 81+04.36Sta.
N09°11'52"W
N35°58'56"W
15.61'
229.00'
D 88°08'50"
T 15.48'
L 30.39'
R 65.00'
DELTA 26°47'04"
10+31.09PI
CURVE #9
E 907634.41'
N 651615.96'
10+00.00Begin Sta.
E 907485.80'
N 651844.48'
12+75.00End Sta.
E 907631.91'
N 651631.37'
10+15.61PC
E 907620.34'
N 651659.17'
10+46.00PT
CURVE DATA 72" PIPE
CURVE #9
+0
E 907628.16'
N 651644.87'
10+29.75 = Sta. 53+09.08Sta.
NOTES:
LEGEND
MILFO
RD PARKWAY EXTENSION
/2
COORDIN
ATE G
RID
D
CONNECTIC
UT
5/30/2026
SIGNATURE BLOCK: DRAWING TITLE:
HWY-05
REHABILITATION OF BRIDGE NO. 06770 SR 796 (MILFORD
PLOTTED DATE:
V:\Projects\ANY\K6\075442.000\16_Custom_Client\CT Connect\Highways\Contract_Plans\HW_CB_0083-0270_Plan_ATW1.dgn FILE NAME: 3724 LASTED SAVED BY:
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AND CURVE DATA
ALIGNMENT GEOMETRY
TRANSPORTATION
HOUSATONIC RIVER
3. SEE TYPICAL SECTIONS FOR ACCESS ROAD MATERIAL COMPOSITION AND DETAILS.
AND WORK AREA ADJACENT TO THE CULVERT INLET SHALL BE REMOVED UPON COMPLETION.
2. EAST ACCESS ROAD IS PERMENANT AND SHALL REMAIN AFTER CONSTRUCTION. LAYDOWN
1. WEST ACCESS ROAD IS TEMPORARY AND IS TO BE REMOVED UPON PROJECT COMPLETION.
STATE/FEDERAL INLAND WETLAND LIMITS
SURVEYED EDGE OF WATER
STATE-ONLY WETLANDS
ORDINARY HIGH WATER
UNNAMED BROOK
1" = 40'
HORIZONTAL SCALE
40' 80'
CURVE DATA PERMANENT EAST ACCESS ROAD AND TEMPORARY WEST ACCESS ROAD
CURVE #4 CURVE #5
CURVE #6
CURVE #7
0+
1+
2+0
3+
4+
5+00
6+00
N17 °3 5' "W
N19°36'37"E
N15°40'36"W
N50°08'27"E N12°58'00"E
.3 0'
20.35'
213.16'
12.30' 63.94'
D 45°50'12"
T 42.07'
L 81.16'
R 125.00'
DELTA 37°12'11"
1+20.37PI
CURVE #4
D 114°35'30"
T 17.21'
L 33.15'
R 50.00'
DELTA 37°59'33"
1+97.03PI
CURVE #5
D 81°51'04"
T 45.30'
L 80.41'
R 70.00'
DELTA 65°49'03"
4+71.44PI
CURVE #6
D 85°30'58"
T 22.53'
L 43.47'
R 67.00'
DELTA 37°10'27"
5+41.38PI
CURVE #7
E 907716.64
N 651305.25
0+00.00Begin Sta.
E 907713.32
N 651893.55
6+26.25End Sta.
E 907692.97
N 651379.89
0+78.30PC
E 907701.21
N 651478.79
1+79.82PC
E 907644.65
N 651714.32
4+26.14PC
E .6
N .8
.8
E 907694.38
N 651459.62
1+59.47PT
E 907702.25
N 651509.08
2+12.97PT
E .1
N .9
.5
P T
E 907698.97
N 651831.24
5+62.32PT
03.05
-5
C P -5
INTERS
TATE 9
5TO
MBR
SOLID
WHITEE. B
IT
MBR
MBR
MBR
SO
LID
YELL
OW
SO
LID
YELL
OW
SO
LID
WHIT
E
BCLC
N A
V D
C O
N C
R E T E L
IG
H T P
O L E B
A S E
C H
IS
E L E
D S
Q U
A R
E
IN
S
W C
O R
E L .4
A
E. BIT
MBR
SOLID WHITE
SOLID YELLOW
MBR
MBR
SOLID YELLOW
SOLID WHITE
BCLC
MBR
E. BIT
MBRSOLID WHITE
SOLID YELLOWMBR
MBRSOLID YELLOW
SOLID WHITE
BCLC
MBR
N A
V D
M A
G N
A
IL
IN
L
E D
G E O
U T C
R O
P E L .6
DRIVE
GRAVEL
D R
IV
E G
R A
V E L
D -3
R A
N
D -3
R A
N
(N F
C H
D
(N F
C H
D
(N F
C H
D
(N F
C H
D
(N F
C H
D
(N F
C H
D
F L .3
F L .6
F L .6
F L .5
F L .7
F L .1
B T .0
F L .3
(W
F L .3
(E
F L .5
(N
T F .5
"C
"C B
B T .6
F L .2
(S
W
F L .1
(E
T F .7
S T O
R M M
H
B T .0
F L .2
)W
F L .3
(E
T F .0
S T O
R M M
H
S T R
U C
T U
R E x
A
C C
E S S T
U N
N E L
F L .3
T F .7
S
A N M
H
F L .0
(S
W
F L .2
(N
, S
T F .8
S
A N M
H
F L .9
T F .9
S
A N M
H
F L .8
T F .8
S
A N M
H
B T .8
F L .9
T F .5
"C
"C B
B T .0
F L .1
T F .0
"C
" C B
B T .9
F L .9
T F .1
"C
" C B
F L .9
(F U
L L O
F M
U D
.5
B
T
F L .0
T F .3
"C
"C B
DRIVE
GRAVEL
B T .4
F L .3
(W
T F .1
"C
-L "C
B
F L .6
.3
' F
R O
M O
U T L E T
IN
C
U L V
E R
T V
E R
T
IC
A L K
IN
K
E. BIT
B T .9
F L .2
T F .4
D
B L "C
"C B
B T .3
F L .0
T F .3
"C
"C B
B T .4
F L .1
T F .4
"C
"C B
B T .7
F L .7
(S
W
F L .8
(N
E
T F .2
"C
"C B
M
BR
BCLC
E. BIT
BCLC
E. BIT
B T .2
F L .0
(S
W
F L .2
(N
E
T F .4
"C
"C B
M
BR
M
BR
E. BIT
E. BIT
E. BIT
BC
LC
SO
LID W
HITE
SO
LID W
HITE
M
BR
SO
LID YELLO
W
SO
LID YELLO
W
APPROXIM
ATE PROPERTY LINE
W
H E E L E R S F
A R
M S R
O A
D , L
P
N F
M E R
R
IT
T C
O R P
O R
A T E W
O O
D S
N F
S T A
T E O
F C
O N
N E C
T
IC
U T
N F
S T A
T E O
F C
O N
N E C
T
IC
U T
N F
R A
IL
R O
A D C
O M
P A
N Y
C O
M M
U T E R
M E T R
O -N
O R
T H
N F
S T A
T E O
F C
O N
N E C
T
IC
U T
N F
24" GAS
APPROX. LOC.
24" GAS
APPROX. LOC.
+0
+0
+0
18+
19+00
20+00 21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
81+00
+0
50'
60'
0+
1+
2+0
3+
4+
5+00
6+00
/2
COORDIN
ATE G
RID
5/30/2026
SIGNATURE BLOCK: DRAWING TITLE:
HWY-06
REHABILITATION OF BRIDGE NO. 06770 SR 796 (MILFORD
PLOTTED DATE:
V:\Projects\ANY\K6\075442.000\16_Custom_Client\CT Connect\Highways\Contract_Plans\HW_CB_0083-0270_Plan_ATW1.dgn FILE NAME: 3724 LASTED SAVED BY:
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HIGHWAY PLAN
TRANSPORTATION
LEGEND
NOTES:
M
ILFO
RD PA
RKW
A
Y EXTEN
SIO
N
MILFO
RD PARKWAY EXTENSION
UNNAMED BROOK
BOTTOM = 40.00
INV. AT WALL 30" CCMP = 42.07
INV. OUT W (PROP 30" CCMP) = 42.21
INV. IN (PROP 24" CCMP) = 47.40
INV. IN (EXIST 12" CCMP) = 48.7 +/-
TF=51.00
STA. 80+94.55, LT 10.5'
PROPOSED 6' MH
S = 17.3%90 LF 24" CMP,
7 LF 30" CMP, S = 2.00%
GRADE TO MATCH EXISITING.
PORTION OF GRAVEL ACCESS TO REMAIN.
REMOVE 85.3' x 24" EXISTING CMP
REMOVE 16.0' x 12" EXISTING CMP
E 907565.076'
N 651279.081'
STA.16+00.00
0083-0270BEGIN PROJECT NO.
65" O.D. 63.11" I.D.
196 LF GPR PIPE LINER
MODIFIED RIPRAP
10-YR VMax = 3.34fps
10-YR QMax = 5.79cfs
PROPOSED 6' MANHOLE
DRAINAGE ANALYSIS:
CLEAN EXISTING CULVERT
CLEAN EXISTING DRAINAGE STRUCTURE
CLEAN EXISTING CULVERT
CLEAN EXISTING DRAINAGE STRUCTURE
(TYP.)
OBJECT MARKER
(TYP.)
OBJECT MARKERS
E 907667.066'
N 651955.638'
STA. 23+00.00
END PROJECT NO. 0083-0270
GROUND BACK TO EXISTING CONDITIONS
REMOVE WEST ACCESS ROAD AND RESTORE
RESTORE TO EXISTING CONDITION
REMOVE LAYDOWN AREA AND
UPON COMPLETION OF PROJECT (TYP.)
REMOVE WATER BARS
UPON COMPLETION OF PROJECT
REMOVE HIGH VISIBILITY SAFETY FENCE
INV. OUT (PROP 24" CMP) = 62.29
CLEAN EXISTING DRAINAGE STRUCTURE
EXISTING HIGH PRESSURE GAS LINE
EASEMENT LINE
PERMANENT
EASEMENT LINE
PERMANENT
(FOR CONSTRUCTION MATERIALS)
TEMPORARY EASEMENT
1" = 40'
HORIZONTAL SCALE
40' 80'
SEDIMENTATION AND EROSION CONTROL NOTES
BARRIER (OR EQUIVALENT)
DIRECT THE CONTRACTOR TO INSTALL AND MAINTAIN ADDITIONAL ROWS OF EROSION CONTROL
FLOW CONDITIONS TO MAINTAIN SHEET FLOW. IF DETERMINED NECESSARY, THE ENGINEER WILL
LIMITED TO: THE CONTRIBUTING DISTURBED AREA, DRAINAGE AREA, SLOPE, LENGTH OF SLOPE, AND
WITHIN THE PROJECT AREA. FACTORS TO BE REVIEWED BY THE ENGINEER INCLUDE BUT ARE NOT
3. ADDITIONAL EROSION CONTROL BARRIERS (DOUBLE ROW OF SCS) MAY ALSO BE REQUIRED
DOUBLE ROW (I.E., WOULD RESULT IN LARGER WETLAND/WATERCOURSE IMPACT).
BE AN ADVERSE IMPACT TO ADJACENT WETLANDS/WATERCOURSES DUE TO INSTALLATION OF A
AREA AND DOWNGRADIENT WETLAND OR WATERCOURSE WITHIN 50 FEET, UNLESS THERE WOULD
2. A DOUBLE ROW OF SEDIMENT CONTROL BARRIER SHALL BE UTILIZED BETWEEN ANY DISTURBED
DIRECTED BY THE ENGINEER.
1. SEDIMENTATION CONTROL SYSTEM TO BE PLACED AT CATCH BASIN(S) AS NEEDED OR AS
STATE/FEDERAL INLAND WETLAND LIMITS
ORDINARY HIGH WATER
SURVEYED EDGE OF WATER
SEDIMENTATION CONTROL SYSTEM
STATE-ONLY WETLANDS
(MODIFIED RIP RAP)
STONE FOR SLOPE PROTECTION
3. SEE TYPICAL SECTIONS FOR ACCESS ROAD MATERIAL COMPOSITION AND DETAILS.
AND WORK AREA ADJACENT TO THE CULVERT INLET SHALL BE REMOVED UPON COMPLETION.
2. EAST ACCESS ROAD IS PERMENANT AND SHALL REMAIN AFTER CONSTRUCTION. LAYDOWN
1. WEST ACCESS ROAD IS TEMPORARY AND IS TO BE REMOVED UPON PROJECT COMPLETION.
03.06
(TO REMAIN)
OF EXISTING 72" CMP
APPROXIMATE LOCATION
LINER PIPE
PROPOSED HDPE
.0
E L
.0
P
V T
S T
A
.6
E L
.0
P
V C
S T
A
.2
E L
.5
L
.P S
T A
-5.20%
S=
.4
E L
.0
P
V I
S T
A
17+00
17+00
18+00
18+00
19+00
19+00
20+00
20+00
21+00
21+00
22+00
22+00
23+00
23+00
24+00
24+00
25+00
25+00
26+00
26+00
27+00
27+00
50 50
60 60
70 70
80 80
90 90
100 100
110 110
606.724'SSD =
170.467'K =
750.000'L =
491.365'SSD =
113.846'K =
1200.000'L =
PROJECT TITLE: PROJECT NO.: DRAWING NO.:
SHEET NO.:
5/30/2026
SIGNATURE BLOCK: DRAWING TITLE:
HWY-07
REHABILITATION OF BRIDGE NO. 06770 SR 796 (MILFORD
PLOTTED DATE:
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DESIGNER/DRAFTER: PRP CHECKED BY: JP
PROFILE
MILFORD PARKWAY
TRANSPORTATION
MILFORD PARKWAY B
EXISTING GROUND ALONG
L
MILFORD PARKWAY
HORIZONTAL SCALE IN FEET
40 80
VERTICAL SCALE IN FEET
4 8
03.07
-5
C P -5
INTERS
TATE 9
5TO
MBR
SOLID
WHITEE. B
IT
MBR
MBR
MBR
SO
LID
YELL
OW
SO
LID
YELL
OW
SO
LID
WHIT
E
N A
V D
C O
N C
R E T E L
IG
H T P
O L E B
A S E
C H
IS
E L E
D S
Q U
A R
E
IN
S
W C
O R
E L .4
A
E. BIT
MBR
SOLID WHITE
SOLID YELLOW
MBR
MBR
SOLID YELLOW
SOLID WHITE
MBR
E. BIT
MBRSOLID WHITE
SOLID YELLOWMBR
MBRSOLID YELLOW
SOLID WHITE
MBR
N A
V D
M A
G N
A
IL
IN
L
E D
G E O
U T C
R O
P E L .6
D R
IV
E G
R A
V E L
D -3
R A
N
D -3
R A
N
(N F
C H
D
(N F
C H
D
(N F
C H
D
(N F
C H
D
(N F
C H
D
(N F
C H
D
S T R
U C
T U
R E x
A
C C
E S S T
U N
N E L
DRIVE
GRAVEL
E. BIT
M
BR
E. BIT
E. BIT
M
BR
M
BR
E. BIT
E. BIT
E. BIT
BC
LC
SO
LID W
HITE
SO
LID W
HITE
M
BR
SO
LID YELLO
W
SO
LID YELLO
W
APPROXIM
ATE PROPERTY LINE
W
H E E L E R S F
A R
M S R
O A
D , L
P
N F
M E R
R
IT
T C
O R P
O R
A T E W
O O
D S
N F
S T A
T E O
F C
O N
N E C
T
IC
U T
N F
S T A
T E O
F C
O N
N E C
T
IC
U T
N F
R A
IL
R O
A D C
O M
P A
N Y
C O
M M
U T E R
M E T R
O -N
O R
T H
N F
S T A
T E O
F C
O N
N E C
T
IC
U T
N F
24" GAS
APPROX. LOC.
24" GAS
APPROX. LOC.
+0
+0
+0
18+
19+00
20+00 21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
81+00
+0
0+
1+
2+0
3+
4+
5+00
6+00
/2
COORDIN
ATE G
RID
5/30/2026
SIGNATURE BLOCK: DRAWING TITLE:
HWY-08
REHABILITATION OF BRIDGE NO. 06770 SR 796 (MILFORD
PLOTTED DATE:
V:\Projects\ANY\K6\075442.000\16_Custom_Client\CT Connect\Highways\Contract_Plans\HW_CB_0083-0270_Plan_ATW1.dgn FILE NAME: 3724 LASTED SAVED BY:
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ACCESS ROAD PLAN
TRANSPORTATION
LEGENDHOUSATONIC RIVER
STATE WETLAND (TYP.)
LIMITS (TYP.)
STATE WETLAND
APPROXIMATE SLOPE LIMITS
APPROXIMATE SLOPE LIMITS
LWEST ACCESS ROAD B
LMILLFORD CONNECTOR RAMP B
LEAST ACCESS ROAD B
SEDIMENTATION CONTROL SYSTEM
(SEE STRUCTURE PLAN)
24" TEMPORARY DRAINAGE SYSTEM
(SEE STRUCTURE PLANS FOR LIMITS)
TEMPORARY EARTH RETAINING SYSTEM (TERS)
SEDIMENTATION CONTROL SYSTEM
SYSTEM AT CATCH BASIN
SEDIMENT CONTROL
TEMPORARY WEST ACCESS ROAD (SITE NO. 2)
TEMPORARY EARTH RETAINING SYSTEM (TERS)
WETLAND (TYP.)
FEDERAL
PROTECT EXISTING UTILITY
SAFETY FENCE
INSTALL HIGH VISIBILITY
INSTALL WATER BAR (TYP.)
REMOVED UPON PROJECT COMPLETION
TEMPORARY LAYDOWN AREA TO BE
EXISTING HIGH PRESSURE GAS LINE
MILFO
RD PARKWAY EXTENSION
UNNAMED BROOK
PERMANENT EAST ACCESS ROAD (SITE NO. 1)
COMPLETION OF PROJECT)
(REMOVE UPON
ANTI-TRACKING PAD
PERMANENT EASEMENT LINE
PERMANENT EASEMENT LINE
'-0
(FOR CONSTRUCTION MATERIALS)
TEMPORARY EASEMENT
1" = 40'
HORIZONTAL SCALE
40' 80'
ANTI-TRACKING PAD
STATE/FEDERAL INLAND WETLAND LIMITS
ORDINARY HIGH WATER
SURVEYED EDGE OF WATER
SEDIMENTATION CONTROL SYSTEM
STATE-ONLY WETLANDS
(MODIFIED RIP RAP)
STONE FOR SLOPE PROTECTION
03.08
80+00
80+00
81+00
81+00
20 20
30 30
40 40
50 50
60 60
70 70
80 80
-2 .0
S
-8.21%
S=
-5.00%
S=
.5
E L
.0
P
V I
S T
A
.8
E L
.0
P
V I
S T
A
.8
E L
.0
P
V I
S T
A
.8
E L
.0
P
V I
S T
A
43.95'EL.
80+92.00PVI STA.
(TO REMAIN)
OF EXISTING 72" CMP
APPROXIMATE LOCATION
LINER PIPE
PROPOSED HDPE
�WEST TEMPORARY ACCESS RD
PROPOSED GRADE ALONG
.4
E L
.8
P V
T S
T A
.8
E L
.0
P V
C S
T A
78.97'EL.
3+71.19L.P. STA.
75.32'EL.
5+57.52L.P. STA.
-6.30%
S=
+4.
16%
S=
+7 .2 1%
S=
.0
S
78.04'EL.
6+00.00PVI STA.
82.38'EL.
4+64.00PVI STA.
78.39'EL.
3+68.00PVI STA.
74.94'EL.
5+57.00PVI STA.
0+00
0+00
1+00
1+00
2+00
2+00
3+00
3+00
4+00
4+00
5+00
5+00
6+00
6+00
50 50
60 60
70 70
80 80
90 90
100 100
110 110
187.331'SSD =
4.790'K =
30.000'L =
113.758'SSD =
4.111'K =
50.000'L =
141.429'SSD =
8.475'K =
30.000'L =
154.603'SSD =
13.764'K = 50.000'L =
56.006'SSD =
5.192'K =
49.592'L =
26.170'SSD =
1.315'K =
20.000'L =
.2
E L
.0
P V
T S
T A
.3
E L
.0
P
V T
S T
A
.0
E L
.0
P V
C S
T A
.3
E L
.0
P V
C S
T A
.0
E L
.0
P
V T
S T
A
.2
E L
.0
P V
T S
T A
.6
E L
.0
P
V T
S T
A
.4
E L
.0
P
V C
S T
A
.7
E L
.2
P
V C
S T
A
.7
E L
.0
P V
C S
T A
.7
E L
.1
H .P
S
T A
-9.02%
S=
-5.39%
S=
-8.00%
S=
.3
E L
.0
P
V I S
T A
79.43'EL.
6+05.55PVI STA.
.6
E L
.0
P
V I S
T A
.4
E L
.0
P
V I S
T A
.6
E L
.0
P V
I S
T A
(TO REMAIN)
OF EXISTING 72" CMP
(STA. 3+83.36, 39.69' LT)
APPROXIMATE LOCATION
LINER PIPE
PROPOSED HDPE
RKT JPP
PROJECT TITLE: PROJECT NO.: DRAWING NO.:
SHEET NO.:
5/29/2026
SIGNATURE BLOCK: DRAWING TITLE:
HWY-09
MILFORDPARKWAY EXTENSION) OVER UNNAMED BROOK
REHABILITATION OF BRIDGE NO. 06770 SR 796 (MILFORD
PLOTTED DATE:
V:\Projects\ANY\K6\075442.000\16_Custom_Client\CT Connect\Highways\Contract_Plans\HW_CB_0083-0270_Profiles_ATW1.dgn FILE NAME: 3724 LASTED SAVED BY:
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DESIGNER/DRAFTER: CHECKED BY:
SPROFILEACCESS ROAD
TRANSPORTATION
ACCESS ROAD SITE NO. 2 PROFILEACCESS ROAD SITE NO. 1 PROFILE
EXISTING GROUND
West Access Rd
EAST ACCESS ROAD
HORIZONTAL SCALE IN FEET
40 80
VERTICAL SCALE IN FEET
4 8
03.09
STA. 0+00.00
-70
-70
-60
-60
-50
-50
-40
-40
-30
-30
-20
-20
-10
-10
80 80
90 90
100 100
STA. 0+50.00
-70
-70
-60
-60
-50
-50
-40
-40
-30
-30
-20
-20
-10
-10
80 80
90 90
100 100
RKT JPP
PROJECT TITLE: PROJECT NO.: DRAWING NO.:
SHEET NO.:
5/29/2026
SIGNATURE BLOCK: DRAWING TITLE:
XSC-01
REHABILITATION OF BRIDGE NO. 06770 SR 796 (MILFORD
PLOTTED DATE:
V:\Projects\ANY\K6\075442.000\16_Custom_Client\CT Connect\Highways\Contract_Plans\HW_CB_0083-0270_XS_East Access Rd_ATW12.dgn FILE NAME: 3724 LASTED SAVED BY:
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NO.1 CROSS SECTIONS
EAST ACCESS ROAD SITE
TRANSPORTATION
-2.0% 2.0% 3:1
E L
.8
E
R
E
HORIZONTAL SCALE
03.10
STA. 1+00.00
-70
-60
-60
-50
-50
-40
-40
-30
-30
-20
-20
-10
-10
80 80
90 90
100 100
8" SAN.
8" SAN.
8" SAN.
-2.0% 2.0%
E L
.0
E
STA. 1+50.00
-70
-60
-60
-50
-50
-40
-40
-30
-30
-20
-20
-10
-10
70 70
80 80
90 90
8" SAN.
8" SAN.
8" SAN.
RKT JPP
PROJECT TITLE: PROJECT NO.: DRAWING NO.:
SHEET NO.:
5/29/2026
SIGNATURE BLOCK: DRAWING TITLE:
XSC-02
REHABILITATION OF BRIDGE NO. 06770 SR 796 (MILFORD
PLOTTED DATE:
V:\Projects\ANY\K6\075442.000\16_Custom_Client\CT Connect\Highways\Contract_Plans\HW_CB_0083-0270_XS_East Access Rd_ATW12.dgn FILE NAME: 3724 LASTED SAVED BY:
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NO.1 CROSS SECTIONS
EAST ACCESS ROAD SITE
TRANSPORTATION
-2.0% 2.0% 3:1
E L
.5
E
HORIZONTAL SCALE
03.11
STA. 2+00.00
-70
-60
-60
-50
-50
-40
-40
-30
-30
-20
-20
-10
-10
70 70
80 80
90 90
8" SAN.
4:1 2:1
-2.0% 2.0%
E L
.4
E
STA. 2+50.00
-70
-60
-60
-50
-50
-40
-40
-30
-30
-20
-20
-10
-10
70 70
80 80
8" SAN.
RKT JPP
PROJECT TITLE: PROJECT NO.: DRAWING NO.:
SHEET NO.:
5/29/2026
SIGNATURE BLOCK: DRAWING TITLE:
XSC-03
REHABILITATION OF BRIDGE NO. 06770 SR 796 (MILFORD
PLOTTED DATE:
V:\Projects\ANY\K6\075442.000\16_Custom_Client\CT Connect\Highways\Contract_Plans\HW_CB_0083-0270_XS_East Access Rd_ATW12.dgn FILE NAME: 3724 LASTED SAVED BY:
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NO.1 CROSS SECTIONS
EAST ACCESS ROAD SITE
TRANSPORTATION
L
.7
E
HORIZONTAL SCALE
03.12
STA. 3+00.00
-70
-60
-60
-50
-50
-40
-40
-30
-30
-20
-20
-10
-10
70 70
80 80
8" SAN.
3:1
-2.0% 2.0%
E L
.0
E
STA. 3+50.00
-70
-70
-60
-60
-50
-50
-40
-40
-30
-30
-20
-20
-10
-10
60 60
70 70
80 80
90 90
RKT JPP
PROJECT TITLE: PROJECT NO.: DRAWING NO.:
SHEET NO.:
5/29/2026
SIGNATURE BLOCK: DRAWING TITLE:
XSC-05
REHABILITATION OF BRIDGE NO. 06770 SR 796 (MILFORD
PLOTTED DATE:
V:\Projects\ANY\K6\075442.000\16_Custom_Client\CT Connect\Highways\Contract_Plans\HW_CB_0083-0270_XS_East Access Rd_ATW12.dgn FILE NAME: 3724 LASTED SAVED BY:
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NO.1 CROSS SECTIONS
EAST ACCESS ROAD SITE
TRANSPORTATION
E L
.4
E
RETAINING SYSTEM (TERS)
TEMPORARY EARTH
8" SAN.
1" = 5'
HORIZONTAL SCALE
03.13
STA. 3+62.00
-70
-60
-60
-50
-50
-40
-40
-30
-30
-20
-20
-10
-10
60 60
70 70
80 80
90 90
RETAINING SYSTEM (TERS)
TEMPORARY EARTH
8" SAN.
RKT JPP
PROJECT TITLE: PROJECT NO.: DRAWING NO.:
SHEET NO.:
5/29/2026
SIGNATURE BLOCK: DRAWING TITLE:
XSC-04
REHABILITATION OF BRIDGE NO. 06770 SR 796 (MILFORD
PLOTTED DATE:
V:\Projects\ANY\K6\075442.000\16_Custom_Client\CT Connect\Highways\Contract_Plans\HW_CB_0083-0270_XS_East Access Rd_ATW12.dgn FILE NAME: 3724 LASTED SAVED BY:
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NO.1 CROSS SECTIONS
EAST ACCESS ROAD SITE
TRANSPORTATION
3:1
E L
.0
E
HORIZONTAL SCALE
03.14
STA. 4+00.00
-70
-60
-60
-50
-50
-40
-40
-30
-30
-20
-20
-10
-10
70 70
80 80
90 90
8" SAN.
(MILFORD PARKWAY EXTENSION)
EDGE OF ROAD ROUTE 796
3:1
-1.0% 1.0%
E L
.7
E
STA. 4+50.00
-70
-60
-60
-50
-50
-40
-40
-30
-30
-20
-20
-10
-10
70 70
80 80
90 90
(MILFORD PARKWAY EXTENSION)
EDGE OF ROAD ROUTE 796
8" SAN.
RKT JPP
PROJECT TITLE: PROJECT NO.: DRAWING NO.:
SHEET NO.:
5/29/2026
SIGNATURE BLOCK: DRAWING TITLE:
XSC-06
REHABILITATION OF BRIDGE NO. 06770 SR 796 (MILFORD
PLOTTED DATE:
V:\Projects\ANY\K6\075442.000\16_Custom_Client\CT Connect\Highways\Contract_Plans\HW_CB_0083-0270_XS_East Access Rd_ATW12.dgn FILE NAME: 3724 LASTED SAVED BY:
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NO.1 CROSS SECTIONS
EAST ACCESS ROAD SITE
TRANSPORTATION
2.0% -2.0%
L
.6
E
1" = 5'
HORIZONTAL SCALE
03.15
STA. 5+00.00
-70
-60
-60
-50
-50
-40
-40
-30
-30
-20
-20
-10
-10
70 70
80 80
90 90
8" SAN.
(MILFORD PARKWAY EXTENSION)
EDGE OF ROAD ROUTE 796
1.0% -1.0% E
L
.5
E
STA. 5+50.00
-70
-60
-60
-50
-50
-40
-40
-30
-30
-20
-20
-10
-10
70 70
80 80
90 90
(MILFORD PARKWAY EXTENSION)
EDGE OF ROAD ROUTE 796
8" SAN.
RKT JPP
PROJECT TITLE: PROJECT NO.: DRAWING NO.:
SHEET NO.:
5/29/2026
SIGNATURE BLOCK: DRAWING TITLE:
XSC-07
REHABILITATION OF BRIDGE NO. 06770 SR 796 (MILFORD
PLOTTED DATE:
V:\Projects\ANY\K6\075442.000\16_Custom_Client\CT Connect\Highways\Contract_Plans\HW_CB_0083-0270_XS_East Access Rd_ATW12.dgn FILE NAME: 3724 LASTED SAVED BY:
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NO.1 CROSS SECTIONS
EAST ACCESS ROAD SITE
TRANSPORTATION
1.0% -1.0%
2:
1E
L
.5
E
HORIZONTAL SCALE
03.16
STA. 5+68.00
-70
-60
-60
-50
-50
-40
-40
-30
-30
-20
-20
-10
-10
70 70
80 80
90 90
100 100
(MILFORD PARKWAY EXTENSION)
EDGE OF ROAD ROUTE 796
STRUCTURE #06179
ACCESS TUNNEL
8" SAN.
RKT JPP
PROJECT TITLE: PROJECT NO.: DRAWING NO.:
SHEET NO.:
5/29/2026
SIGNATURE BLOCK: DRAWING TITLE:
XSC-08
REHABILITATION OF BRIDGE NO. 06770 SR 796 (MILFORD
PLOTTED DATE:
V:\Projects\ANY\K6\075442.000\16_Custom_Client\CT Connect\Highways\Contract_Plans\HW_CB_0083-0270_XS_East Access Rd_ATW12.dgn FILE NAME: 3724 LASTED SAVED BY:
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NO.1 CROSS SECTIONS
EAST ACCESS ROAD SITE
TRANSPORTATION
-10.0%
2.0%
2:
E L
.7
E
2.0%-
HORIZONTAL SCALE
03.17
STA. 6+00.00
-70
-60
-60
-50
-50
-40
-40
-30
-30
-20
-20
-10
-10
70 70
80 80
90 90
100 100
8" SAN.
(MILFORD PARKWAY EXTENSION)
EDGE OF ROAD ROUTE 796
-2.0% 2.0%
2:
E L
.0
E
8" SAN.
(MILFORD PARKWAY EXTENSION)
EDGE OF ROAD ROUTE 796
STA. 6+26.25
-70
-70
-60
-60
-50
-50
-40
-40
-30
-30
-20
-20
-10
-10
70 70
80 80
90 90
100 100
RKT JPP
PROJECT TITLE: PROJECT NO.: DRAWING NO.:
SHEET NO.:
5/29/2026
SIGNATURE BLOCK: DRAWING TITLE:
XSC-09
REHABILITATION OF BRIDGE NO. 06770 SR 796 (MILFORD
PLOTTED DATE:
V:\Projects\ANY\K6\075442.000\16_Custom_Client\CT Connect\Highways\Contract_Plans\HW_CB_0083-0270_XS_East Access Rd_ATW12.dgn FILE NAME: 3724 LASTED SAVED BY:
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NO.1 CROSS SECTIONS
EAST ACCESS ROAD SITE
TRANSPORTATION
HORIZONTAL SCALE
03.18
STA. 80+00.00
-60
-60
-50
-50
-40
-40
-30
-30
-20
-20
-10
-10
EX. 24" CMP
2.5%
E L
.5
E
2.5%
STA. 80+25.00
-60
-60
-50
-50
-40
-40
-30
-30
-20
-20
-10
-10
EX. 24" CMP
24" CCMP
EX. 24" GAS (ASSUMED DEPTH)
1.9% -1.6%
E L
.6
E
PARKWAY EXTENSION)
ROUTE 796 (MILFORD
EDGE OF ROAD
STA. 80+50.00
-60
-60
-50
-50
-40
-40
-30
-30
-20
-20
-10
-10
EX. 24" CMP
24" CCMP
EX. 24" GAS (ASSUMED DEPTH)
2.0% -2.0%
E L
.3
STA. 80+75.00
-60
-50
-50
-40
-40
-30
-30
-20
-20
-10
-10
EX. 24" CCMP
24" CMP
EX. 24" GAS (ASSUMED DEPTH)
2.0% -2.0%
E L
.9
STA. 80+91.00
-60
-50
-50
-40
-40
-30
-30
-20
-20
-10
-10
24" CCMP
EX. 24" GAS (ASSUMED DEPTH)
PROJECT TITLE: PROJECT NO.: DRAWING NO.:
SHEET NO.:
5/29/2026
SIGNATURE BLOCK: DRAWING TITLE:
XSC-10
REHABILITATION OF BRIDGE NO. 06770 SR 796 (MILFORD
PLOTTED DATE:
V:\Projects\ANY\K6\075442.000\16_Custom_Client\CT Connect\Highways\Contract_Plans\HW_CB_0083-0270_XS_West Access Rd.dgn FILE NAME: 3724 LASTED SAVED BY:
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NO. 2 CROSS SECTIONS
WEST ACCESS ROAD SITE
TRANSPORTATION
2.0% -2.0%
L
.9
1" = 10'
HORIZONTAL SCALE
10' 20'
RETAINING SYSTEM
TEMPORARY EARTH
TEMPORARY EARTH RETAINING SYSTEM
03.19
72" CMP
65" GRP PIPE LINE (O.D.)
EX. 24" GAS (ASSUMED DEPTH)
12" CMP
-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140
30 30
40 40
50 50
60 60
70 70
80 80
90 90
-140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140
STA. 81+00.00
STA. 80+94.55, LT 10.5'
PROPOSED 6" MH
HEADWALL
PROPOSED
24" CCMP
30" CCMP
PARKWAY EXTENSION)
ROUTE 796 (MILFORD
EDGE OF ROAD
EX. 24" GAS (ASSUMED DEPTH)
STA. 81+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
40 40
50 50
60 60
70 70
80 80
90 90
PROJECT TITLE: PROJECT NO.: DRAWING NO.:
SHEET NO.:
5/29/2026
SIGNATURE BLOCK: DRAWING TITLE:
XSC-11
REHABILITATION OF BRIDGE NO. 06770 SR 796 (MILFORD
PLOTTED DATE:
V:\Projects\ANY\K6\075442.000\16_Custom_Client\CT Connect\Highways\Contract_Plans\HW_CB_0083-0270_XS_West Access Rd.dgn FILE NAME: 3724 LASTED SAVED BY:
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NO. 2 CROSS SECTIONS
WEST ACCESS ROAD SITE
TRANSPORTATION
PARKWAY EXTENSION)
ROUTE 796 (MILFORD
EDGE OF ROAD
1" = 10'
HORIZONTAL SCALE
10' 20'
03.20
| HW_CB_0083_0270_HWY_01_INDEX |
| HW_CB_0083-0270_Plan_ATW1 |
| HW_CB_0083-0270_Typical_ATW1 |
| HW_CB_0083-0270_Typical_ATW1 |
| HW_CB_0083-0270_Plan_ATW1 |
| HW_CB_0083-0270_Plan_ATW1 |
| HW_CB_0083-0270_Profiles |
| HW_CB_0083-0270_Plan_ATW1 |
| HW_CB_0083-0270_Profiles_ATW1 |
| HW_CB_0083-0270_XS_East Access Rd_ATW12 |
| HW_CB_0083-0270_XS_East Access Rd_ATW12 |
| HW_CB_0083-0270_XS_East Access Rd_ATW12 |
| HW_CB_0083-0270_XS_East Access Rd_ATW12 |
| HW_CB_0083-0270_XS_East Access Rd_ATW12 |
| HW_CB_0083-0270_XS_East Access Rd_ATW12 |
| HW_CB_0083-0270_XS_East Access Rd_ATW12 |
| HW_CB_0083-0270_XS_East Access Rd_ATW12 |
| HW_CB_0083-0270_XS_East Access Rd_ATW12 |
| HW_CB_0083-0270_XS_West Access Rd |
| HW_CB_0083-0270_XS_West Access Rd |
| 2026-06-01T14:49:56-0400 | |
| Robert J Faulkner -- Clough Harbour & Associates LLP | |
| I am approving this document |
File details come from the government source that posted it. Updated .