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
9/15/2020
BLOCK:
SIGNATURE/
...\S-01 INDEX OF DRAWINGS.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
0032-0149
S-01
COVENTRY
INDEX OF DRAWINGS
JRA
AMLREPLACEMENT OFBRIDGE NO. 06851
ROUTE 44 OVER OLSON'S BROOK
NUMBER
DRAWING
NUMBER
DRAWING
INDEX OF DRAWINGS
DRAWING TITLE DRAWING TITLE
DESIGNED BY:
NEW HAVEN, CT 06510
55 CHURCH STREET, SUITE 601
SERVICES INC.
STANTEC CONSULTING
INDEX OF DRAWINGSS-01
GENERAL PLANS-02
GENERAL NOTES AND QUANTITIESS-03
BORING LOGSS-04
WATER HANDLING PLANS-08
CULVERT SECTIONSS-09
CULVERT ELEVATIONSS-10
04 - STRUCTURE
PAY LIMITSS-16
CONSTRUCTION STAGING - 1S-05
CONSTRUCTION STAGING - 2S-06
CONSTRUCTION STAGING - 3S-07
CULVERT DETAILS - 1S-11
CULVERT DETAILS - 2S-12
CULVERT DETAILS - 3S-13
WINGWALL DETAILSS-15
WINGWALL PLAN AND ELEVATIONSS-14
CULVERT AND WINGWALL TOLERANCESS-17
TEMPORARY PRECAST CONCRETE BARRIER CURB (STRUCTURE)S-18
04.01
Stantec ConsultingServices Inc.55 Church StreetSuite 601New Haven, CT 06510
STOP BAR
BC
LC
ELEC. BOX
BC
LC
CL&P#336
H.H'S
MBR BCLC
15'' RCP
BOSTON TPKE.
TEL MH'S
SOLID WHITE
SOLID WHITE
DBL YELLOW
36"Mpl.
15"Apple
#335
CL&P
RIP RAP
RIP RAP
CL&P#32876
MBR
6'X
4' C
MP
(exposed)
Conduit
Level 3
cmp3.5x5.3
15"rcp595
595
cmp4x8
15"rcp
4x8cmp
fo12"steel
clp335
600
600
600
600
600
3.5x5cmp
3.5x5cmp
po
36"mpl
grndlt
grndlt
grndlt
grndlt
clp336
15"apple
clp32876
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
9/15/2020
BLOCK:
SIGNATURE/
...\S-02 GENERAL PLAN.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
0032-0149
S-02
COVENTRYJRA
AMLREPLACEMENT OFBRIDGE NO. 06851
ROUTE 44 OVER OLSON'S BROOK
NOTICE TO BRIDGE INSPECTORS
COMPONENT OR DETAIL STRUCTURE SHEET REFERENCE
- -
- -
OTHERWISE DIRECTED BY THE MANAGER OF BRIDGE SAFETY AND EVALUATION.
ACCORDANCE WITH THE GOVERNING MANUALS FOR BRIDGE INSPECTION, UNLESS
STRUCTURE). THE FREQUENCY OF INSPECTION OF THIS STRUCTURE SHALL BE IN
TO REDUCE THE IMPORTANCE OF INSPECTION OF ANY OTHER COMPONENT OF THE
LISTING FOR COMPONENTS FOR SPECIFIC ATTENTION SHALL NOT BE CONSTRUED
GIVEN TO INSPECTING THE FOLLOWING SPECIAL COMPONENTS AND DETAILS. (THE
IN THE GOVERNING MANUALS FOR BRIDGE INSPECTION. ATTENTION MUST BE
INSPECTED FOR, BUT NOT LIMITED TO, ALL APPROPRIATE COMPONENTS INDICATED
THE DEPARTMENT'S BRIDGE SAFETY PROCEDURES REQUIRE THIS BRIDGE TO BE
GENERAL PLAN
SCALE: 1" = 10'
GENERAL PLAN
TO BE RELOCATED BY LEVEL 3
TELECOMMUNICATIONS LINE
{ EXISTING & PROPOSED CULVERT
13+00 14+00
N 88°41'25.15" E
PI S
TA. 14+
26.6
2
OLSON'S BROOK
EXISTING 6'x4' CMP TO BE REMOVED
B3
B2
B1
ROUTE 44 EB
ROUTE 44 WB
PROPOSED 10'x5' PRECAST CONCRETE BOX CULVERT
& { CULVERT STA. 13+32.06
INTERSECTION OF } ROUTE 44
TO BE REMOVED
EXISTING HEADWALL
OVERHEAD UTILITIES
OF EXISTING
APPROX. LOCATION
44.52°
ESTIMATED SHIPPING DATA
MEMBERHEIGHT
SHIPPING
WEIGHT
SHIPPING
LENGTH
SHIPPING
TYPICAL CULVERT SEGMENT
TYPICAL HEADWALL MEMBER 1.5'
37,800 LBS
3,700 LBS16.5'
7.67' 11.67'
EXISTING HEADWALL TO BE REMOVED
ORDINARY HIGH WATER LINE
ORDINARY HIGH WATER LINE
83.56' (O
VERALL C
ULV
ERT LE
NGTH
MEASURED
ALO
NG {)
PRECAST
WINGWALL 1A
PRECAST
WINGWALL 2A
PRECAST
WINGWALL 2B
PRECAST
WINGWALL 1B
TYPICAL WINGWALL MEMBER
TYPICAL FOOTING MEMBER
3,700 LBS28.92'
58,400 LBS17.69'2.75'
7.7'TO BE REMOVED
EXISTING CONCRETE PAD(SEE HIGHWAY SUBSET)
CONNECT TO EXISTING PIPE
AT&T/FRONTIER LINE TO REMAIN IN PLACE
04.02
Stantec ConsultingServices Inc.55 Church StreetSuite 601New Haven, CT 06510
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
9/15/2020
BLOCK:
SIGNATURE/
...\S-03 GENERAL NOTES AND QUANTITIES.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
0032-0149
S-03
COVENTRYJRA
AMLREPLACEMENT OFBRIDGE NO. 06851
ROUTE 44 OVER OLSON'S BROOK
LOCATION
WORKING POINTS
POINT NORTHING EASTING
GENERAL NOTES
STA. 13+32.06
WP-1
13+00
GENERAL NOTESAND QUANTITIES
PI S
TA. 14+
26.6
2
14+00
SCALE: 1" = 20'
LAYOUT PLAN
WP-4
WP-6
WP-7
WP-5
WP-1
WP-2
WP-3
WP-4
WP-5
WP-6
WP-7
WP-8
WP-9
45.48°
WP-8
WP-9
WP-10
WP-11
WP-10
WP-11
WP-2
WP-3
{ CULVERT
1102525.65851776.93END OF CULVERT - INSIDE FACE
1102465.71851835.16END OF CULVERT - INSIDE FACE
1102511.63851776.61END OF CULVERT - INSIDE FACE
1102451.69851834.84END OF CULVERT - INSIDE FACE
1102562.16851776.34WW2B - SOUTH FACE
1102465.43851844.72WW2A - WEST FACE
1102511.95851765.03WW1B - EAST FACE
1102393.58851830.77WW1A - NORTH FACE
1102518.64851776.77{ CULVERT - OUTLET
1102458.70851835.00{ CULVERT - INLET
1102488.20851806.34{ CULVERT - } ROUTE 44
ITEM BRIDGE COMPONENTS PCC CLASS
CAST-IN-PLACE CONCRETE BRIDGE COMPONENTS:
THE FOLLOWING PAY ITEMS AND CONCRETE CLASSES ARE REQUIRED FOR
ABUTMENT AND WALL CONCRETE PCC03342
N 88°57' 7.54" EN 88°41' 25.15" E
CLOSURE POURS
HEADWALLS
PCC04462BRIDGE DECK CONCRETE
ENGINEER PRIOR TO INSTALLATION.
ATTACHMENT METHOD FOR THE SIGNS SHALL BE APPROVED BY THE
(TYPE IX RETROREFLECTIVE SHEETING)". THE FINAL LOCATION AND
COVERED UNDER THE HIGHWAY ITEM "SIGN FACE SHEET ALUMINUM
WITH PROVIDING AND INSTALLING THE BRIDGE SIGNS SHALL BE
SHEETING. EACH SIGN SHALL READ: "06851". ALL COSTS ASSOCIATED
WITH 3" WHITE REFLECTIVE BLOCK LETTERS ON GREEN REFLECTIVE
WITH 40 GAUGE ALUMINUM SHEET METAL. THE SIGNS SHALL BE 4" x 12"
OF THE BRIDGE ON THE TRAFFIC SIDE. THE SIGNS SHALL BE FABRICATED
AND INSTALL NEW BRIDGE IDENTIFICATION SIGNS AT THE LEADING END
BRIDGE IDENTIFICATION PLACARDS: THE CONTRACTOR SHALL PROVIDE
AND PROTECTION OF TRAFFIC".
1.08 "PROSECUTION AND PROGRESS" AND ITEM 0971001A "MAINTENANCE
TRAFFIC: ALL WORK SHALL BE DONE IN ACCORDANCE WITH SECTION
PRIOR TO THE REMOVAL OF THE EXISTING STRUCTURE.
DEMOLITION: THE CONTRACTOR SHALL SUBMIT DEMOLITION PROCEDURES
APPROVAL OF THE ENGINEER.
SHOWN ON THE PLANS, WILL NOT BE PERMITTED WITHOUT THE PRIOR
CONSTRUCTION JOINTS: CONSTRUCTION JOINTS, OTHER THAN THOSE
FOR BRIDGES' AS APPLICABLE.
IN THE COST OF THE ITEM '1" PREFORMED EXPANSION JOINT FILLER
INSTALLING PREFORMED EXPANSION JOINT FILLER SHALL BE INCLUDED
PREFORMED EXPANSION JOINT FILLER: THE COST OF FURNISHING AND
STEEL BARS - GALVANIZED."
THIS REINFORCEMENT SHALL BE INCLUDED IN THE ITEM "DEFORMED
SUPPLEMENTAL REQUIREMENTS. THE COST OF FURNISHING AND PLACING
CONFORM TO THE REQUIREMENTS OF ASTM A767, CLASS 1, INCLUDING
FABRICATION UNLESS NOTED OTHERWISE. ALL REINFORCEMENT SHALL
REINFORCEMENT: ALL REINFORCEMENT SHALL BE GALVANIZED AFTER
UNLESS DIMENSIONED OTHERWISE.
CONCRETE COVER: ALL REINFORCEMENT SHALL HAVE 2 INCHES COVER
x 1" UNLESS DIMENSIONED OTHERWISE.
EXPOSED EDGES: EXPOSED EDGES OF CONCRETE SHALL BE BEVELED 1"
RESPECTIVE UTILITY COMPANIES.
COORDINATE ALL WORK RELATED TO UTILITY PROTECTION WITH THE
SHALL BE PROTECTED DURING CONSTRUCTION. THE CONTRACTOR SHALL
UTILITIES: UTILITIES ARE LOCATED WITHIN THE PROJECT LIMITS AND
SUBMITTED FOR REFERENCE BY THE REVIEWER.
SUBMITTED FOR APPROVAL, THE FIELD MEASUREMENTS SHALL ALSO BE
WHEN SHOP DRAWINGS BASED ON FIELD MEASUREMENTS ARE
WORK AND SHALL ASSUME FULL RESPONSIBILITY FOR THEIR ACCURACY.
MEASUREMENTS NECESSARY TO ASSURE PROPER FIT OF THE FINISHED
NOT GUARANTEED. THE CONTRACTOR SHALL TAKE ALL FIELD
HAVE BEEN TAKEN FROM THE ORIGINAL DESIGN DRAWINGS AND ARE
SHOWN ON THESE PLANS ARE FOR GENERAL REFERENCE ONLY. THEY
EXISTING DIMENSIONS: DIMENSIONS OF THE EXISTING STRUCTURE
CONCRETE UTILITY ENCASEMENT
CULVERT TOP SLAB
MAXIMUM THICKNESS SHALL BE 3".
THICKNESS DETERMINED BY THE CONTRACTOR'S MIX DESIGN. THE
UNDER THE PRECAST CONCRETE FOOTINGS SHALL HAVE A MINIMUM
CONTROLLED DENSITY FILL: THE CONTROLLED DENSITY FILL USED
PRECAST SUBSTRUCTURE ELEMENT CONCRETE REQUIREMENTS.
PRECAST SUBSTRUCTURE ELEMENTS: SEE SPECIAL PROVISIONS FOR
BE ZEROS.
THREE DECIMAL PLACES, THE OMITTED DIGITS SHALL BE ASSUMED TO
DIMENSIONS: WHEN DECIMAL DIMENSIONS ARE GIVEN TO LESS THAN
GIVEN IN THE AASHTO LRFD GUIDE SPECIFICATIONS.
THE SUBSTRUCTURE PLAN SHEETS REFER TO THE GROUP LOADS AS
FOUNDATION PRESSURES: THE VARIOUS GROUP LOADINGS NOTED ON
MEMBRANE WATERPROOFING (COLD LIQUID ELASTOMERIC)
8" MIN. SUBBASE ON
5" HMA S1.0 TRAFFIC LEVEL 2 (PLACED IN A SINGLE LIFT), ON
4" HMA S0.5 TRAFFIC LEVEL 2 (PLACED IN 2 EQUAL LIFTS), ON
BITUMINOUS CONCRETE OVERLAY SHALL CONSIST OF THE FOLLOWING:
FUTURE PAVING ALLOWANCE: NONE
CTDOT CT-TLC PERMIT VEHICLE
(9) CTDOT PERMIT VEHICLES
(2) AASHTO EMERGENCY VEHICLES
(4) CTDOT LEGAL VEHICLES
(7) AASHTO LEGAL VEHICLES
LIVE LOAD: AASHTO HL-93 DESIGN VEHICLE
fy = 60,000 psiASTM A615 GRADE 60
REINFORCEMENT:
CONCRETE.
CONCRETE FOR STRUCTURES, AND M.03 - PORTLAND CEMENT
COMPONENTS SHALL CONFORM TO THE REQUIREMENTS OF 6.01 -
STRENGTH OF THE CONCRETE IN THE CONSTRUCTED
CONCRETE COMPONENTS IS NOTED ABOVE. THE COMPRESSIVE
THE CONCRETE STRENGTH, f'c, USED IN DESIGN OF THE
f'c = 4,000 psiCLASS PCC 04462
f'c = 3,000 psiCLASS PCC 03342
CONCRETE:
MATERIAL STRENGTHS:
MANUAL (2003), AS UPDATED THROUGH DECEMBER 2019.
THE CONNECTICUT DEPARTMENT OF TRANSPORTATION BRIDGE DESIGN
EDITION (2017), WITH INTERIM SPECIFICATIONS, AS SUPPLEMENTED BY
DESIGN SPECIFICATIONS: LRFD BRIDGE DESIGN SPECIFICATIONS, 8TH
FORM 818 (2020) AND SPECIAL PROVISIONS.
SPECIFICATIONS: CONNECTICUT DEPARTMENT OF TRANSPORTATION
04.03
Stantec ConsultingServices Inc.55 Church StreetSuite 601New Haven, CT 06510
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
9/15/2020
BLOCK:
SIGNATURE/
...\S-04 BORING LOGS.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
0032-0149
S-04
COVENTRYJRA
AMLREPLACEMENT OFBRIDGE NO. 06851
ROUTE 44 OVER OLSON'S BROOK BORING LOGS
BORING B1 BORING B2 BORING B3
04.04
Stantec ConsultingServices Inc.55 Church StreetSuite 601New Haven, CT 06510
I.P.(FND)
STOP BAR
BC
LC
44
BC
LC
BC
LC
H.H'S
MBR BCLC
BIT IS
LA
ND
15'' RCP
BOSTON TPKE.
SOLID WHITE
SOLID WHITE
DBL YELLOW
36"Mpl.
RIP RAP
RIP RAP
BC
LC
MBR
6'X
4' C
MP
3.5'X5.3' CMP
CMP'S
3.5'X5.3'
MBR
CL
CB
cmp3.5x5.3
15"rcp
cmp4x8
15"rcp
4x8cmp
fo12"steel
clp335
3.5x5cmp
3.5x5cmp
po
36"mpl
grndlt
grndlt
grndlt
grndlt
grndlt
grndlt
clp336
sp-1361
I.P.(FND)
STOP BAR
BC
LC
44
BC
LC
BC
LC
H.H'S
MBR BCLC
BIT IS
LA
ND
15'' RCP
BOSTON TPKE.
SOLID WHITE
SOLID WHITE
DBL YELLOW
36"Mpl.
RIP RAP
RIP RAP
BC
LC
MBR
6'X
4' C
MP
3.5'X5.3' CMP
CMP'S
3.5'X5.3'
MBR
CL
CB
cmp3.5x5.3
15"rcp
cmp4x8
15"rcp
4x8cmp
fo12"steel
clp335
3.5x5cmp
3.5x5cmp
po
36"mpl
grndlt
grndlt
grndlt
grndlt
grndlt
grndlt
clp336
sp-1361
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
9/15/2020
BLOCK:
SIGNATURE/
...\S-05 CONSTRUCTION STAGING - 1.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
0032-0149
S-05
COVENTRYJRA
AMLREPLACEMENT OFBRIDGE NO. 06851
ROUTE 44 OVER OLSON'S BROOK
SCALE: 1" = 20'
STAGE 1
SCALE: 1" = 20'
STAGE 2
SUGGESTED SEQUENCE OF CONSTRUCTION:
14+0013+0012+00
INSTALL PRECAST WINGWALL 1A
CONSTRUCTIONSTAGING - 1
BROOK
OLSON'S
WALL AND RETURN WALLS
INSTALL PRECAST CONCRETE CUTOFF
FOR 15" RCP AND CLOSURE POUR
INSTALL PRECAST WINGWALL 1B WITH BLOCKOUT
INSTALL WATER-HANDLING-COFFERDAM
INSTALL PRECAST WINGWALL 2B
BROOK
OLSON'S
5
4
3
1
2SEGMENTS AS SHOWN
INSTALL CULVERT
EXISTING CULVERT
REMOVE PORTION OF
INSTALL WATER-HANDLING-COFFERDAM
SCALE: ƒ" = 1'-0"
SECTION A-A
A
A
12"
18"
MIN.
(HIGHWAY ITEM)
PROCESSED AGGREGATE BASE
(HIGHWAY ITEM)
4" HMA S0.5 TRAFFIC LEVEL 2FOR STAGE 3 GRADING AND TRAFFIC SHIFT
INSTALL TEMPORARY EARTH RETAINING SYSTEM
RETAINING SYSTEM
INSTALL TEMPORARY EARTH
596.60
INSTALL COFFERDAM MIN. EL.
MIN. EL. 601.60
(FULLY ENCLOSED)
INSTALL COFFERDAM
596.60
INSTALL COFFERDAM MIN. EL.
INSTALL BYPASS HOSE
BYPASS HOSE
FOR PROTECTION OF
INSTALL TEMPORARY PIPE
BYPASS HOSE
NOTES:
ADJACENT TO WINGWALL
TPCBC (STRUCTURE)
LEGEND:
SAND BARREL ARRAY
COFFERDAM (STRUCTURE TYPE SHALL BE AS ELECTED BY CONTRACTOR)
TEMPORARY PRECAST CONCRETE BARRIER CURB
TEMPORARY PRECAST CONCRETE BARRIER CURB (STRUCTURE)
OF BYPASS HOSE (12" HDPE)
TEMPORARY PIPE FOR PROTECTION
CONCRETE HEADWALL AS NEEDED
REMOVE PORTION OF EXISTING
EXCAVATED AREAS SHALL BE INCLUDED IN THE ITEM "COFFERDAM AND DEWATERING."
CONTRACTOR. THE COST OF ALL WORK ASSOCIATED WITH PUMPING AND DEWATERING THE
LOCATION OF WELL POINTS AND PUMPS REQUIRED SHALL BE DETERMINED BY THE
POINTS WILL BE REQUIRED TO ACHIEVE ADEQUATE DEWATERING. THE QUANTITY AND
WATER PRIOR TO PLACING FILL MATERIALS AND STRUCTURES. IT IS ANTICIPATED THAT WELL
EXCAVATION. THE BOTTOM OF EXCAVATION MUST BE FIRM, STABLE AND FREE OF STANDING
LOWERING THE GROUNDWATER TO A DEPTH OF LEAST 2 FEET BELOW THE BOTTOM OF
CONSTRUCTION DEWATERING SYSTEM. THE DEWATERING SYSTEM MUST BE CAPABLE OF
CONTRACTOR IS RESPONSIBLE FOR DESIGNING, INSTALLING AND MAINTAINING A
THE BOTTOM OF THE CONSTRUCTION EXCAVATION WILL BE BELOW THE GROUNDWATER. THE 1.
(PRE-STAGE)
BE TEMPORARILY SUPPORTED
EXISTING LEVEL 3 UTILITY TO
CULVERT SEGMENT IS COMPLETE)
UNTIL CONSTRUCTION OF THIS
SUPPORT TO BE MAINTAINED
LEVEL 3 UTILITY (TEMP. UTILITY
C.I.P. WITH CONCRETE ENCASED
TOP OF CULVERT SEGMENT TO BE
ANTICIPATED WELL POINT (SEE NOTE 1 THIS SHEET)
CONTRACTOR (SEE NOTE 1)
SYSTEM DESIGNED BY
ACTUAL WATER HANDLING
ANTICIPATED WELL POINT (TYP.)
BACKFILL AND ESTABLISH TEMPORARY DRIVING SURFACE NEEDED IN STAGE 3.17.
REMOVE COFFERDAM.16.
INSTALL PRECAST CONCRETE WINGWALL 1B AND 2B. INSTALL CLOSURE POUR AT WINGWALL 1B.15.
INSTALL PRECAST CONCRETE BOX CULVERT SECTIONS AS SHOWN.14.
INSTALL PRECAST CONCRETE CUTOFF WALLS AND RETURN WALLS.13.
EXCAVATE AND DEWATER SITE AS NEEDED TO ENSURE DRY CONDITIONS.12.
REMOVE SOUTH PORTION OF EXISTING CULVERT.11.
INSTALL WATER-HANDLING-COFFERDAM AT SOUTH END OF EXISTING CULVERT.10.
INSTALL COFFERDAM AT WINGWALL 1B AND 2B.9.
INSTALL TEMPORARY EARTH RETAINING SYSTEM AT SOUTH AS SHOWN.8.
INSTALL TPCBC AS SHOWN AND SHIFT TRAFFIC NORTH.7.
BACKFILL AND ESTABLISH GRADE FOR TEMPORARY DRIVING SURFACE.6.
INSTALL TEMPORARY EARTH RETAINING SYSTEM AT NORTH END OF EXISTING CULVERT.5.
INSTALL WATER-HANDLING-COFFERDAM AND DIVERT CHANNEL FLOW.4.
INSTALL DEWATERING BASIN.3.
INSTALL HOSE AS SHOWN.2.
CONTROL REQUIREMENTS DURING PIPE INSTALLATION.
INSTALL TEMPORARY PIPE FOR PROTECTION OF HOSE. SEE SPECIAL PROVISIONS FOR TRAFFIC 1.
STAGE 2
REMOVE COFFERDAM.7.
INSTALL PRECAST CONCRETE WINGWALL 1A.6.
INSTALL COFFERDAM AT WINGWALL 1A.5.
INSTALL TPCBC AT THE NORTH SIDE OF ROUTE 44 AS SHOWN.4.
CLEARING AND GRUBBING.3.
REMOVE INVASIVE SPECIES.2.
INSTALL EROSION AND SEDIMENTATION CONTROL.1.
STAGE 1
AND PROTECTION OF TRAFFIC" FOR ADDITIONAL M&PT REQUIREMENTS.
TEMPORARY UTILITY SUPPORT AND RELOCATE UTILITY. SEE SPECIAL PROVISION FOR "MAINTENANCE
UNCOVER LEVEL 3 UTILITY ON EACH SIDE OF THE CULVERT FOR 50 FEET ON EACH SIDE, INSTALL
PRE-STAGE
UNDER "HANDLING WATER")
PENETRATION - PAID FOR
(CONNECT TO EXISTING
INSTALL 15" TEMP. BYPASS PIPE
(PAID FOR UNDER "HANDLING WATER")
CONNECT TO EXISTING PIPE
INSTALL TEMPORARY 15" HDPE
0'-10' DEEP")
HIGHWAY ITEM "15" R.C. PIPE -
(PAID FOR UNDER THE
REMOVE EXISTING 15" RCP
WITH LEVEL 3 UTILITY
COFFERDAM TO AVOID CONFLICT
04.05
Stantec ConsultingServices Inc.55 Church StreetSuite 601New Haven, CT 06510
I.P.(FND)
STOP BAR
BC
LC
44
BC
LC
BC
LC
H.H'S
MBR BCLC
BIT IS
LA
ND
15'' RCP
STOP BAR
BOSTON TPKE.
36"
SOLID WHITE
SOLID WHITE
DBL YELLOW
36"Mpl.
RIP RAP
RIP RAP
BC
LC
MBR
6'X
4' C
MP
3.5'X5.3' CMP
CMP'S
3.5'X5.3'
MBR
CL
CB
cmp3.5x5.3
15"rcp
cmp4x8
15"rcp
4x8cmp
fo12"steel
clp335
3.5x5cmp
3.5x5cmp
po
36"mpl
grndlt
grndlt
grndlt
grndlt
grndlt
grndlt
clp336
sp-1361
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
9/15/2020
BLOCK:
SIGNATURE/
...\S-06 CONSTRUCTION STAGING - 2.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
0032-0149
S-06
COVENTRYJRA
AMLREPLACEMENT OFBRIDGE NO. 06851
ROUTE 44 OVER OLSON'S BROOK
SCALE: 1" = 20'
STAGE 3
FROM SOUTH TO NORTH
INSTALL CULVERT SEGMENTS
14+0013+0012+00
REMOVE PORTION OF EXISTING CULVERT
RESTORE CHANNEL FLOW
INSTALL PRECAST CONCRETE CUTOFF WALL AND RETURN WALLS
CLOSURE POUR AT WINGWALL 1A
INSTALL PRECAST WINGWALL 2A WITH CLOSURE POUR
INSTALL 15" RCP
CONSTRUCTIONSTAGING - 2
OF STAGE 3
AFTER COMPLETION
INSTALL 15" RCP
BROOK
OLSON'S
SUGGESTED SEQUENCE OF CONSTRUCTION (CONTINUED):
INSTALL CHANNEL BOULDERS
BY ENGINEER
EXACT LOCATION AS DIRECTED
1' DP. x 5' LONG HOLDING POOLADJACENT TO WINGWALL
OVER HEADWALL AND
TPCBC (STRUCTURE)NOTES:
LEGEND:
SAND BARREL ARRAY
COFFERDAM (STRUCTURE TYPE SHALL BE AS ELECTED BY CONTRACTOR)
TEMPORARY PRECAST CONCRETE BARRIER CURB
TEMPORARY PRECAST CONCRETE BARRIER CURB (STRUCTURE)
TOP FOR FINAL CONDITION
REPLACE TOP WITH ORIGINAL TYPE 'C'
2 DOUBLE TOP FOR THIS STAGE.
TEMPORARILY REPLACE WITH 'C-L' TYPE
REMOVE TYPE 'C' TOP AND
EXCAVATED AREAS SHALL BE INCLUDED IN THE ITEM "COFFERDAM AND DEWATERING."
CONTRACTOR. THE COST OF ALL WORK ASSOCIATED WITH PUMPING AND DEWATERING THE
LOCATION OF WELL POINTS AND PUMPS REQUIRED SHALL BE DETERMINED BY THE
POINTS WILL BE REQUIRED TO ACHIEVE ADEQUATE DEWATERING. THE QUANTITY AND
WATER PRIOR TO PLACING FILL MATERIALS AND STRUCTURES. IT IS ANTICIPATED THAT WELL
EXCAVATION. THE BOTTOM OF EXCAVATION MUST BE FIRM, STABLE AND FREE OF STANDING
LOWERING THE GROUNDWATER TO A DEPTH OF LEAST 2 FEET BELOW THE BOTTOM OF
CONSTRUCTION DEWATERING SYSTEM. THE DEWATERING SYSTEM MUST BE CAPABLE OF
CONTRACTOR IS RESPONSIBLE FOR DESIGNING, INSTALLING AND MAINTAINING A
THE BOTTOM OF THE CONSTRUCTION EXCAVATION WILL BE BELOW THE GROUNDWATER. THE 1.
ANTICIPATED WELL POINT (SEE NOTE 1 THIS SHEET)
CONTRACTOR (SEE NOTE 1)
SYSTEM DESIGNED BY
ACTUAL WATER HANDLING
ANTICIPATED WELL POINT (TYP.)
INSTALL COFFERDAM MIN. EL. 601.60
RETAINING SYSTEM
INSTALL TEMPORARY EARTH
ESTABLISH FINAL TRAFFIC PATTERN.2.
INSTALL GUIDERAIL AND ESTABLISH FINISHED GRADE.1.
FINAL STAGE
REMOVE EROSION AND SEDIMENTATION CONTROL UPON FINAL STABILIZATION.17.
FINALIZE GRADING AND INSTALL PLANTINGS.16.
CONTROL REQUIREMENTS DURING PIPE REMOVAL.
REMOVE TEMPORARY PIPE FOR PROTECTION OF HOSE. SEE SPECIAL PROVISIONS FOR TRAFFIC 15.
RESTORE CHANNEL FLOW THROUGH CULVERT.14.
REMOVE HOSE AND WATER-HANDLING-COFFERDAM.13.
INSTALL CHANNEL BOULDERS AND HOLDING POOL.12.
INSTALL NATURAL STREAMBED MATERIAL.11.
REMOVE COFFERDAM.10.
INSTALL PRECAST CONCRETE WINGWALL 2A AND CLOSURE POUR ADJACENT TO CULVERT.9.
INSTALL COFFERDAM AT WINGWALL 2A.8.
INSTALL CLOSURE POUR CONCRETE BETWEEN CULVERT END AND WINGWALL 1A.7.
INSTALL PRECAST CONCRETE BOX CULVERT SECTIONS FROM SOUTH TO NORTH.6.
INSTALL PRECAST CONCRETE CUTOFF WALL AND RETURN WALLS.5.
REMOVE NORTH PORTION OF EXISTING CULVERT.4.
REMOVE TEMPORARY EARTH RETAINING SYSTEM AT NORTH END OF CULVERT.3.
INSTALL TEMPORARY EARTH RETAINING SYSTEM AT SOUTH AS SHOWN.2.
SHIFT TRAFFIC SOUTH.1.
STAGE 3
04.06
Stantec ConsultingServices Inc.55 Church StreetSuite 601New Haven, CT 06510
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
9/15/2020
BLOCK:
SIGNATURE/
...\S-07 CONSTRUCTION STAGING - 3.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
0032-0149
S-07
COVENTRYJRA
AMLREPLACEMENT OFBRIDGE NO. 06851
ROUTE 44 OVER OLSON'S BROOK CONSTRUCTIONSTAGING - 3
TRAVEL LANE
15'-2"|
TRAVEL LANE
12'-8"|
SHLDR
2'-11"|
SHOULDER
4'-8"|
SCALE: ‚" = 1'-0"
EXISTING CONDITION
SCALE: ‚" = 1'-0"
FINAL CONDITIONSCALE: ‚" = 1'-0"
STAGE 1
SCALE: ‚" = 1'-0"
STAGE 2
SCALE: ‚" = 1'-0"
STAGE 3
35'-5"|1'-9"|* 9'-10"|* 4'-2"|* 1'-6"|*
(TYP.)
EXISTING HEADWALL EXISTING 6'x4' CMP*
(TYP.)
GRADE
EXISTING
TRAVEL LANE
15'-2"|
TRAVEL LANE
12'-8"|
SHOULDER
4'-8"|
1'-0" SHOULDER
2'-0"
1'-6"|*4'-2"|*33'-6"|
ROUTE 44
PROPOSED }
2'-0"
1'-0" SHOULDER 1'-0" SHOULDER
2'-0"
24'-0"
TRAVEL LANE
11'-0"
TRAVEL LANE
11'-0"
ROUTE 44
PROPOSED }
1'-2"| 1'-10„"
CONSTRUCTION
STAGE 2
(HIGHWAY ITEM)
TEMPORARY PAVEMENT
TRAVEL LANE
11'-0"
TRAVEL LANE
11'-0"
1'-0" SHOULDER 1'-0" SHOULDER
24'-0"
2'-0"2'-0"
NO. 8 CRUSHED STONE
1'-0"
10'x5' PRECAST CONCRETE BOX CULVERT*
PRECAST CONCRETE RETURN WALL
1'-0"
PRECAST CONCRETE CUT-OFF WALL
4•"
CONSTRUCTION
STAGE 3
ROUTE 44
PROPOSED }
TRAVEL LANE
12'-0"
TRAVEL LANE
12'-0"
SHOULDER
9'-0"
SHOULDER
6'-0"
4.0% 1.5% 1.5% 4.0%
* TAKEN PERPENDICULAR TO }
* TAKEN PERPENDICULAR TO }
* TAKEN PERPENDICULAR TO }
2'-0" 2'-0"
ROUTE 44
PROPOSED }
39'-0"CONSTRUCTION
STAGE 1
LEVEL 3 UTILITY
EXISTING 12" STEEL
(HIGHWAY ITEM)
TEMPORARY PAVEMENT
60'-1"*
UTILITY (TO BE RAISED 8"| MAX.)
CIP CONCRETE ENCASED LEVEL 3
11'-4„"*
31'-5"*
* TAKEN PERPENDICULAR TO }
11'-10„"*
28'-9"*
7'-2‡"*
SUPPPORT (PRE-STAGE)
RELOCATED UTILITY WITH TEMPORARY
C.I.P. CULVERT TOP
TO REMAIN IN PLACE
AT&T/FRONTIER UTILITY
RETAINING SYSTEM
TEMPORARY EARTH
"TEMPORARY SUPPORT OF UTILITIES"
** STEEL PLATE TO BE PAID FOR UNDER
TAKEN PERPENDICULAR TO }*
STEEL PLATE**
04.07
Stantec ConsultingServices Inc.55 Church StreetSuite 601New Haven, CT 06510
R.O.W MAP #32-02 SH. 1 OF 2
HIGHWAY LINE
STOP BAR
ELEC. BOX
CL&P#336
H.H'S
MBR BCLC
15'' RCP
BOSTON TPKE.
TEL MH'S
SOLID WHITE
DBL YELLOW
15"Apple
#335
CL&P
RIP RAP
RIP RAP
CL&P#32876
MBR
6'X
4' C
MP
(exposed)
Conduit
Level 3
cmp3.5x5.3
15"rcp
cmp4x8
15"rcp
4x8cmp
fo12"steel
clp335
3.5x5cmp
3.5x5cmp
po
clp336
15"apple
clp32876
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
9/15/2020
BLOCK:
SIGNATURE/
...\S-08 WATER HANDLING PLAN.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
0032-0149COVENTRYJRA
AMLREPLACEMENT OFBRIDGE NO. 06851
ROUTE 44 OVER OLSON'S BROOK WATER HANDLING PLAN
TEMPORARY HYDRAULIC DATA
SCALE: 1" = 10'
PLAN
OLSON'S BROOK
ROUTE 44
13+00 14+00
SUGGESTED WATER HANDLING SEQUENCE:
BY THE ENGINEER
LOCATION TO BE DETERMINED
DEWATERING BASIN (TYP.),
TO BE REMOVED
EXISTING 6'x4' CMP
CONCRETE BOX CULVERT
PROPOSED 10'x5' PRECAST
STA. 13+32.06
(MIN. EL. 596.00)
WATER-HANDLING-COFFERDAM
(MIN. EL. 599.00)
WATER-HANDLING-COFFERDAM
(SEE TEMP. HYDRAULIC TABLE)
TEMPORARY WATER SURFACE ELEV.
NOT TO SCALE
SANDBAGS SECTION VIEW
WATER-HANDLING-COFFERDAM
TOP ELEV. DOWNSTREAM = 596.00
TOP ELEV. UPSTREAM = 599.00
TEMPORARY WATER-HANDLING-COFFERDAM
S-08
PRECAST
WINGWALL 1A
PRECAST
WINGWALL 2A
PRECAST
WINGWALL 2B
BLOCKOUT FOR 15" RCP
PRECAST
WINGWALL 1B
OLSON'S BROOK
595.45TEMPORARY WATER SURFACE EL. DOWNSTREAM
598.53TEMPORARY WATER SURFACE EL. UPSTREAM
11 CFSTEMPORARY DESIGN DISCHARGE
0.57 CFSAVERAGE DAILY FLOW
1.10 CFSAVERAGE SPRING FLOW
EXISTING 15" RCP
REMOVE SECTION OF
CIP CLOSURE POUR
CIP CLOSURE POUR
POUR
CIP CLOSURE
WATER LINE
ORDINARY HIGH IS REMOVED)
15" RCP AFTER COFFERDAM
(TO CONNECT TO EXISTING
15" RCP
WATER LINE
ORDINARY HIGH
10x SPRING FLOWTEMPORARY DESIGN FREQUENCY
35 CFS2-YEAR FREQUENCY DISCHARGE
INSTALLED IN STAGE 3
TEMPORARY EARTH RETAINING SYSTEM
STAGE 1A
COFFERDAM INSTALLED IN
BYPASS PUMP INSTALLED IN STAGE 2
COFFERDAM INSTALLED IN STAGE 3
INSTALLED IN STAGE 1B
TEMPORARY EARTH RETAINING SYSTEM
SYSTEM INSTALLED IN STAGE 2
TEMPORARY EARTH RETAINING
STAGE 2
COFFERDAM INSTALLED IN
COFFERDAM INSTALLED IN STAGE 2
NOTES:
WATER HANDLING NOTES:
STAGE 2 (SEE NOTE 2)
OF BYPASS PUMP INSTALLED IN
TEMPORARY PIPE FOR PROTECTION TEMPORARY PIPE TO BE PAID FOR UNDER "HANDLING WATER."2.
TEMPORARY DESIGN FLOW OF 11 CFS.
BYPASS PUMP SHALL BE SIZED APPROPRIATELY TO ACCOMMODATE THE 1.
PLAN, WHICH MINIMIZES NEGATIVE IMPACTS AND SAFELY CONVEYS LARGER FLOWS THROUGH THE WORK AREA.
CONSTRUCTION WATER HANDLING PLAN WITH LOWER PUMPING FLOWS, PROVIDED THAT THIS INCLUDES A CONTINGENCY
BASED UPON FIELD CONDITIONS, WORK DURATION, AND EXPECTED WEATHER CONDITIONS, THE ENGINEER MAY APPROVE A
PUMP SYSTEM PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL.
DESIGNED BY THE CONTRACTOR AND HAVE A MINIMUM CAPACITY AS SHOWN IN THE TEMPORARY HYDRAULIC TABLE.
IF A SHORT DURATION PUMP SYSTEM IS PROPOSED DURING LOW FLOW CONDITIONS, THE PUMP SYSTEM SHALL BE 7.
AS PART OF WATER HANDLING.
SUBMIT THE MEANS AND METHODS OF HANDLING STORM DRAINAGE TO THE ENGINEER FOR APPROVAL AND IS INCLUDED
CONTRACTOR TO HANDLE THE EXPECTED FLOWS AND BE DISCHARGED TO A STABLE LOCATION. THE CONTRACTOR SHALL
PIPES SHALL BE DIVERTED OR PUMPED OUTSIDE THE CONFINED AREAS. PUMPS/PIPES SHALL BE SIZED BY THE
ANY STORM DRAINAGE DISCHARGING INTO A CONFINED WORK AREA FROM EXISTING OR PROPOSED STORM DRAINAGE 6.
SHEETS OF THE PERMIT PLANS.
WATER HANDLING MEASURES SHALL NOT EXCEED IMPACT AREAS SHOWN ON THE WETLAND AND FLOODPLAIN IMPACT 5.
SUBMITTED BY THE CONTRACTOR TO THE ENGINEER FOR APPROVAL.
UTILIZED UNLESS SPECIFICALLY PROHIBITED. A MEANS AND METHOD FOR WATER HANDLING SYSTEM SHALL BE
ANY WATER HANDLING SCHEME DEPICTED WITHIN THE DEPARTMENT'S 'HANDLING WATER TYPICAL SCHEMATICS' MAY BE
CONSTRUCTION ACTIVITY AND SHALL CONFORM TO PERMITS.
USE WHICH WILL SAFELY CONVEY WATER FLOWS THROUGH THE CONSTRUCTION AREA, SHALL BE ABLE TO SUPPORT
TEMPORARY WATER-HANDLING-COFFERDAM SHALL CONSIST OF AN APPROVED SYSTEM THAT THE CONTRACTOR ELECTS TO 4.
A DEWATERING BASIN SHALL BE ESTABLISHED OUTSIDE OF THE WETLAND LIMITS.3.
WIHOUT APPROVAL FROM THE ENGINEER.
EQUIPMENT SHALL NOT BE PERMITTED IN THE STREAM WHEN TEMPORARY WATER HANDLING SYSTEM IS NOT IN PLACE 2.
CONSTRUCTION OF THE NEW STRUCTURE.
THE CONTRACTOR SHALL MAINTAIN WATER THROUGH THE TEMPORARY WATER HANDLING SYSTEM AS REQUIRED DURING 1.
PLASTIC SEAL LINER
(PAID FOR UNDER "HANDLING WATER")
CONNECT TO EXISTING PIPE
TEMPORARY 15" HDPE
FOR UNDER "HANDLING WATER")
(USE EXISTING PENETRATION - PAID
15" TEMPORARY HDPE BYPASS PIPE
ITEM "15" R.C. PIPE - 0'-10 DEEP")
PAID FOR UNDER THE HIGHWAY
AFTER COFFERDAM IS REMOVED -
(REPLACE WITH NEW 15" RCP
REMOVE EXISTING 15" RCP
ESTABLISH FINAL GRADE.
REMOVE TEMPORARY PIPE FOR PROTECTION OF BYPASS PUMP AND 6.
RESTORE CHANNEL FLOW THROUGH PROPOSED BOX CULVERT.
REMOVE BYPASS PUMP, REMOVE WATER-HANDLING-COFFERDAM, AND 5.
CONSTRUCT PROPOSED CLOSURE POURS.
BOX CULVERT, AND REMAINING PRECAST CONCRETE WINGWALLS, AND
REMOVE EXISTING PIPE CULVERT, INSTALL PROPOSED PRECAST CONCRETE 4.
ENDS OF CULVERT, AND DIVERT CHANNEL FLOW.
INSTALL BYPASS PUMP, INSTALL WATER-HANDLING-COFFERDAM AT BOTH 3.
TEMPORARY BYPASS PIPE AS SHOWN (SEE NOTE 1).
INSTALL TEMPORARY PIPE FOR PROTECTION OF BYPASS PUMP AND 2.
INSTALL PRECAST CONCRETE WINGWALL 1A.1.
SHOWN ON S-05 AND S-06.
WORK THIS SEQUENCE WITH THE "SUGGESTED SEQUENCE OF CONSTRUCTION"
WITH LEVEL 3 UTILITY
COFFERDAM TO AVOID CONFLICT
04.08
Stantec ConsultingServices Inc.55 Church StreetSuite 601New Haven, CT 06510
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
9/15/2020
BLOCK:
SIGNATURE/
...\S-09 CULVERT SECTIONS.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
0032-0149
S-09
COVENTRYJRA
AMLREPLACEMENT OFBRIDGE NO. 06851
ROUTE 44 OVER OLSON'S BROOK
CULVERT SECTIONS
} ROUTE 44
10'-0"
5'-0"
(TYP.)
2'-0"
EXISTING GRADE
10'x5' PRECAST CONCRETE BOX CULVERT
TRAVEL LANE TRAVEL LANE SHOULDERSHOULDER
BOX CULVERT (TYP.)
10'x5' PRECAST CONCRETE
C.I.P. CONCRETE HEADWALL (TYP.)
6'-8"
11'-8"
1'-0"
1'-0"
10" (TYP.)
(ROADWAY ITEM)
BOTTOM OF SUBBASE
FINISHED GRADE
TOP OF NATURAL STREAMBED MATERIAL
PROPOSED GRADE
12" NATURAL STREAMBED MATERIAL
CHANNEL FLOW
(SEE LONGITUDINAL SECTION)
HMA WEARING SURFACE
LOW FLOW CHANNEL
3' WIDE x 6" DEEP
SCALE: •" = 1'-0"
PROPOSED TRANSVERSE SECTION AT ROADWAY CROWN
CONCRETE ENCASED LEVEL 3 UTILITY
(HIGHWAY ITEM)
TOPSOIL (TYP.)
(HIGHWAY ITEM)
SUBBASE (TYP.)
HYDRAULIC DATA
DOWNSTREAM DESIGN WSE
UPSTREAM DESIGN WSE
AVERAGE DAILY FLOW EL
DESIGN DISCHARGE
DESIGN FREQUENCY
DRAINAGE AREA
599.79
603.06
598.10
240 CFS
50-YEAR
0.30 SQ. MI.
10 FT > 8.9 FT PROPOSED BRIDGE DESIGN
1.2 BFW = 8.9 FT
BFW = 7.4 FT EXISTING UPSTREAM (OHW)
BANKFULL WIDTH (BFW):
OPENNESS RATIO (OR):
0.48 FT < 0.82 FT (RECOMMENDED MINIMUM)
OR = 40 SF / 83.56 FT = 0.48 FT
OR = OPEN AREA / CULVERT LENGTH
NATURAL STREAMBED MATERIAL NOTES:
SCALE: ‚" = 1'-0"
LONGITUDINAL SECTION AT CULVERT CL
MEMBRANE WATERPROOFING (COLD LIQUID ELASTOMERIC)
(HIGHWAY ITEM)
PROCESSED AGGREGATE (TYP.)
STREAMBED CHANNEL MATERIAL".
ACCORDANCE WITH SPECIAL PROVISION "SUPPLEMENTAL
ADDITIONAL STREAMBED MATERIAL, IF REQUIRED, SHALL BE IN 3.
CONTROL SYSTEM.
THE STOCKPILE SHALL BE PROTECTED WITH SEDIMENTATION 2.
CHANNEL BOTTOM MATERIAL".
THE SPECIAL PROVISION "EXCAVATION AND REUSE OF EXISTING
AS DIRECTED BY THE ENGINEER, AND IN ACCORDANCE WITH
CONCRETE BOX CULVERT TO THE DEPTH SHOWN ON THE PLANS,
STOCKPILED AND THEN REPLACED WITHIN THE PRECAST
PRECAST CONCRETE BOX CULVERT INSTALLATION SHALL BE
NATURAL STREAMBED MATERIAL EXCAVATED DURING THE 1.
12" NO. 8 CRUSHED STONE
(HIGHWAY ITEM)
BCLC (TYP.)
1
8
1'-0"
(TYP.)
AT EACH WEEPHOLE
2'x2'x2' BAGGED STONE
1'-0"
(TYP.)
4"~ WEEPHOLE
CHANNEL BOULDERS
6" TO 12"
12"
THE FACE OF CULVERT.
ELEVATION IS APPROXIMATELY 6.5 FEET DOWNSTREAM OF
CULVERT. THE DOWNSTREAM DESIGN WATER SURFACE
APPROXIMATELY 25 FEET UPSTREAM OF THE FACE OF
AND THE AVERAGE DAILY FLOW ELEVATION ARE
NOTE: THE UPSTREAM DESIGN WATER SURFACE ELEVATION
EL. 595.40
UPSTREAM CULVERT INVERT
EL. 596.40
FINISHED CHANNEL GRADE
PRECAST CUT-OFF WALL (TYP.)
EXISTING GRADE
OHW EL. 599.00
50-YEAR EL. 600.95
PROPOSED GRADE
EL. 594.50
DOWNSTREAM CULVERT INVERT
EL. 595.50
FINISHED CHANNEL GRADE
50-YEAR EL. 599.46
OHW EL. 595.94
BY ENGINEER
EXACT LOCATION AS DIRECTED
(APPROXIMATE WIDTH 10')
1' DP. x 5' LONG HOLDING POOL
WALLS (TYP.)
SURVIVABILITY) BETWEEN RETURN
GEOTEXTILE (SEPARATION - HIGH
NO. 8 CRUSHED STONE ON
(SEPARATION - HIGH SURVIVABILITY) (TYP.)
12" NO. 8 CRUSHED STONE ON GEOTEXTILE
MEMBRANE WATERPROOFING (COLD LIQUID ELASTOMERIC)
8" MIN. SUBBASE ON
5" HMA S1.0 (PLACED IN A SINGLE LIFT), ON
4" HMA S0.5 TRAFFIC LEVEL 2 (PLACED IN 2 EQUAL LIFTS), ON
CANNOT BE ATTAINED
WHERE 8" MIN. SUBBASE
USE 8" MAX. HMA S0.5 (MAX. 3" LIFTS)
04.09
Stantec ConsultingServices Inc.55 Church StreetSuite 601New Haven, CT 06510
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
9/15/2020
BLOCK:
SIGNATURE/
...\S-10 CULVERT ELEVATIONS.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
0032-0149
S-10
COVENTRYJRA
AMLREPLACEMENT OFBRIDGE NO. 06851
ROUTE 44 OVER OLSON'S BROOK
CULVERT ELEVATIONS
SCALE: ‚" = 1'-0"
UPSTREAM ELEVATION (LOOKING SOUTH)
SCALE: ‚" = 1'-0"
DOWNSTREAM ELEVATION (LOOKING NORTH)
PROPOSED GRADE
EXISTING GRADE
CUT-OFF WALL
(TYP. EACH SIDE)
1'-6" WIDE RETURN WALL
(TYP. EACH SIDE)
1'-6" WIDE RETURN WALL
CUT-OFF WALL
POUR AT WINGWALL 1A
CONCRETE CLOSURE
PROPOSED GRADE
FINISHED CHANNEL GRADE
CULVERT INVERT
FINISHED CHANNEL GRADE
CULVERT INVERT
UPSTREAM EL. 596.40
UPSTREAM EL. 595.40
DOWNSTREAM EL. 595.50
DOWNSTREAM EL. 594.50
EL. 591.40
EL. 590.50
BOT. OF RETURN/CUT-OFF WALLS
BOT. OF RETURN/CUT-OFF WALLS
(OFFSET DUE TO SKEW)
CULVERT MOUNTED GUIDERAIL
(OFFSET DUE TO SKEW)
CULVERT MOUNTED GUIDERAIL
1'-0" (TYP.)
1'-0" (TYP.)
PROPOSED TOP OF BCLC
4 TSF (SERVICE I)
5 TSF (STRENGTH I)MAXIMUM DESIGN FOUNDATION PRESSUE =
PROPOSED TOP OF BCLC
12" NO. 8 CRUSHED STONE
12" NO. 8 CRUSHED STONE
FINISHED GRADE
FINISHED GRADE
OHW EL. 599.00
50-YEAR EL. 600.95
OHW EL. 595.92
50-YEAR EL. 599.46
(TYP.)
ARCHITECTURAL FORM LINER
(TYP.)
ARCHITECTURAL FORM LINER
04.10
Stantec ConsultingServices Inc.55 Church StreetSuite 601New Haven, CT 06510
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
9/15/2020
BLOCK:
SIGNATURE/
...\S-11 CULVERT DETAILS - 1.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
0032-0149
S-11
COVENTRYJRA
AMLREPLACEMENT OFBRIDGE NO. 06851
ROUTE 44 OVER OLSON'S BROOK
1'-0"
2'-0"
4'-0"
4 EQUAL SPACES
2-#53-#5
#4 @ 12"10-#
5
BA
RS (5
E.F.)
#5 BARS E.F.
12" SPLICE (TYP.)
6"
FILL HOLE WITH NON-SHRINK GROUT
AFTER PLACING CULVERT END UNIT,
INSTALL #6 x 18" LONG ANCHOR BAR
18" O.C. IN CULVERT END UNIT
PRECAST 3" DIA. HOLE AT
CULVERT BOTTOM SLAB
PRECAST CONCRETE
1'-0" PRECAST CUTOFF WALL
3'-2" P
RE
CA
ST
CU
TO
FF
WA
LL
{ 1"~ DRIP
18" O.C. IN CUTOFF WALL
PRECAST 2" DIA. HOLE AT
MONOLITHIC WITH CUTOFF WALL
1'-6" WIDE PRECAST RETURN WALL
1'-3"
3" OVERHANG
APPROXIMATE FINISHED GRADE
CULVERT TOP SLAB
#5 @ 12" CAST INTO
CULVERT TOP SLAB
PRECAST CONCRETE
4-#5 BARS
CAST-IN-PLACE CONCRETE HEADWALL
SCALE: 1" = 1'-0"
PRECAST CONCRETE CUTOFF WALL AND RETURN WALL
SCALE: 1" = 1'-0"
CAST-IN-PLACE CONCRETE HEADWALL
SCALE: •" = 1'-0"
CUTOFF WALL AND RETURN WALL PLAN
2'-0
"
2'-0
"
1'-6"
1'-6"
5'-0"
5'-0"
{ OF CULVERT
(TYP.)
RETURN WALL
PRECAST CONCRETE
STONE
NO. 8 CRUSHED SCALE: 1" = 1'-0"
CULVERT MOUNTED GUIDERAIL
A A
SECTION "A-A"
1"~ HOLE (TYP.)
1'-0"
1'-0"
9"
SECTION THRU POST
‰
31"
FINISHED GRADE
12"x12"x‡" THICK BASEPLATE
1•" 1•"
6" 6"
6"
6"
W6x9 POST
CULVERT TOP SLAB
NOTES:
VA
RIES
SEE NOTE 2WITH NUT AND WASHER
‡"~ EPOXY ANCHOR 8•" LONG
NOT SHOWN HERE
HW-910_20 FOR DETAILS
SEE HIGHWAY STANDARD SHEET 8" BLOCKOUT
CULVERT DETAILS - 1
CUTOFF WALL
PRECAST CONCRETE
1'-0"
2'-2
"
2'-2
"
2 EQ. S
P.
2-#
5
2 EQ. S
P.
2-#
5
#4 @ 12"
NOTES:
INFORMATION.
WALL DETAIL, THIS SHEET, FOR ADDITIONAL REBAR
SEE PRECAST CONCRETE CUTOFF WALL AND RETURN 1.
#5 BARS (5 E.F.)
#5 BARS (5 E.F.)
#5 BARS (5 E.F.)
EMBEDMENT OF 6" AND A MAXIMUM EMBEDMENT OF 8".
DRILL AND EPOXY ANCHOR BOLTS TO A MINIMUM 2.
BEAM RAIL (BRIDGE)."
WASHERS, SHALL BE PAID FOR UNDER THE ITEM "METAL
AND ASSOCIATED BLOCKOUTS, NUTS, BOLTS AND
ANCHOR PLATES, ANCHOR BOLTS, W-BEAM RAIL ELEMENTS
CULVERT MOUNTED GUIDERAIL INCLUDING POSTS, 1.
04.11
Stantec ConsultingServices Inc.55 Church StreetSuite 601New Haven, CT 06510
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
9/15/2020
BLOCK:
SIGNATURE/
...\S-12 CULVERT DETAILS - 2.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
0032-0149
S-12
COVENTRYJRA
AMLREPLACEMENT OFBRIDGE NO. 06851
ROUTE 44 OVER OLSON'S BROOK
NOTES:
SCALE: 1•" = 1'-0"
TYPICAL CULVERT JOINT DETAIL
1"
1"
5"
4•
"
•" 1
0"
2" COVER
2" C
OV
ER
OUTSIDE FACE
SECTION A-A
A
A
B B
C
C
1"
1"
5" 4•"
•"
10"
2" C
OV
ER
2" COVER
OUTSIDE FACE
SECTION B-B
SECTION C-C
1"
1"
4•
"
•"
10"
2" COVER
2" C
OV
ER OUTSIDE FACE
5"
4•
"
SECTION KEY
NON-SHRINK GROUT
JOINTS OF CULVERT WITH
SEAL ALL EXPOSED EXTERIOR
NON-SHRINK GROUT
JOINTS OF CULVERT WITH
SEAL ALL EXPOSED EXTERIOR
PLACING ANY INTERIOR FILL
WITH NON-SHRINK GROUT BEFORE
SEAL INTERIOR JOINTS ALL AROUND
NEOPRENE GASKET
1"x1" CLOSED CELL
NON-SHRINK GROUT
JOINTS OF CULVERT WITH
SEAL ALL EXPOSED INTERIOR
PLACING ANY INTERIOR FILL
WITH NON-SHRINK GROUT BEFORE
SEAL INTERIOR JOINTS ALL AROUND
TYPICAL JOINT SCHEMATIC
DIRECTION OF FLOW
{ CULVERT
SCALE: ƒ" = 1'-0"
TOP AND BOTTOM SLAB REINFORCEMENT LAYOUT
3" MIN. SPACING
12" MAX. SPACING
TO CONFORM TO SKEW
REINFORCEMENT SPLAYED
#5 @ 12" TRANSVERSE
FOR LONGITUDINAL REBAR
SEE SECTION VIEW THIS SHEET
NOT SHOWN FOR CLARITY
CULVERT SIDEWALL REINFORCEMENT
(TYP.)
2'-6" LAP
#6 @ 6"
#7 @ 6"
#6 @ 6"
#5 @ 12"
#5 @ 12"
#5 @ 12" (TYP.)
SCALE: ƒ" = 1'-0"
TYPICAL CULVERT SECTION ALONG SKEW
12" NO. 8 CRUSHED STONE
#5 @ 6"
2" COVER (TYP.)
PLACING ANY INTERIOR FILL
WITH NON-SHRINK GROUT BEFORE
SEAL INTERIOR JOINTS ALL AROUND
CULVERT DETAILS - 2
PER MEMBRANE WATERPROOFING MANUFACTURER'S SPECIFICATIONS
BRIDGE JOINTS WITH FABRIC TO ACHIEVE WATERTIGHT SEAL
WHERE COVER SHALL BE 3".
ALL REINFORCEMENT IS TO HAVE 2" COVER EXCEPT AT BOTTOM OF LOWER SLAB 5.
THE ITEM "10' X 5' PRECAST CONCRETE BOX CULVERT."
THE COST OF FURNISHING AND INSTALLING THE INSERTS SHALL BE INCLUDED IN 4.
NON-SHRINK GROUT SHALL BE USED TO GROUT THE REINFORCEMENT.3.
FINISH UPON COMPLETION OF THE WORK.
HANDLING AND SETTING THE UNITS SHALL BE GROUTED OVER TO A SMOOTH
ALL INSERT OR HOLES INTO THE CULVERT SECTIONS FOR THE SOLE PURPOSE OF 2.
BOX CULVERT" AND TO THE DIMENSIONS AND DETAILS SHOWN ON THESE PLANS.
IN ACCORDANCE WITH THE SPECIAL PROVISION FOR "10' X 5' PRECAST CONCRETE
PRECAST CONCRETE BOX CULVERTS SHALL BE MANUFACTURED AND CONSTRUCTED 1.
04.12
Stantec ConsultingServices Inc.55 Church StreetSuite 601New Haven, CT 06510
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
9/15/2020
BLOCK:
SIGNATURE/
...\S-13 CULVERT DETAILS - 3.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
0032-0149
S-13
COVENTRYJRA
AMLREPLACEMENT OFBRIDGE NO. 06851
ROUTE 44 OVER OLSON'S BROOK
#7 @ 5•"
#5 @ 12" (TYP.)
#6 @ 5•"
CULVERT DETAILS - 3
3" MIN. TOP AND SIDES
1" COVER
2" COVER
1'-6" MIN.
TOP BAR (TYP.)
2'-6" LAP TO
1" COVER
2" COVER
INTO TOP SLAB (TYP.)
EXTEND #7 @ 6" FROM SIDEWALL
SCALE: ƒ" = 1'-0"
LONGITUDINAL SECTION AT UTILITY
PRECAST CONCRETE SIDEWALL
ROUGHENED SURFACE
SCALE: 1" = 1'-0"
SECTION THRU CULVERT TOP SLAB AT UTILITY
CAST-IN-PLACE CONCRETE TOP SLAB
CAST-IN-PLACE CONCRETE TOP SLAB
8" MIN. SLAB THICKNESS
#7 @ 5•" BOTTOM ROW
#6 @ 5•" TOP ROW
1'-6" MIN. BEYOND NOTCH AS SHOWN
#5 @ 12" TRANSVERSE BAR EXTEND
2" COVER
2" MAX.
NOTCH DEPTH
PROPOSED FINISHED GRADE
PROPOSED FINISHED GRADE
NOTES:
EXTEND MEMBRANE WATERPROOFING AS SHOWN
CONCRETE ENCASEMENT
CONCRETE ENCASEMENT
RELOCATED LEVEL 3 UTILITY
RELOCATED LEVEL 3 UTILITY
ENCASEMENT.
MEMBRANE WATERPROOFING TO EXTEND OVER TOP AND SIDES OF CONCRETE 3.
"DEFORMED STEEL BARS - GALVANIZED."
ALL REINFORCEMENT TO BE GALVANIZED AND PAID FOR UNDER THE ITEM 2.
PAID FOR UNDER THE ITEM "BRIDGE DECK CONCRETE."
CAST-IN-PLACE CONCRETE SLAB AND CONCRETE ENCASEMENT TO BE PCC04462 AND 1.
04.13
Stantec ConsultingServices Inc.55 Church StreetSuite 601New Haven, CT 06510
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
9/15/2020
BLOCK:
SIGNATURE/
...\S-14 WINGWALL PLAN AND ELEVATIONS.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
0032-0149
S-14
COVENTRYJRA
AMLREPLACEMENT OFBRIDGE NO. 06851
ROUTE 44 OVER OLSON'S BROOK WINGWALL PLANAND ELEVATIONS
SCALE: ‚" = 1'-0"
WINGWALL 1A
SCALE: ‚" = 1'-0"
WINGWALL 2A
SCALE: ‚" = 1'-0"
WINGWALL 1B
SCALE: ‚" = 1'-0"
WINGWALL 2B
17'-9"
1'-9†"
38'-8ƒ "
9"
1'-3"
12'-6"
17'-0"
17'-0"
EL. 591.40
1'-0"
1'-0"
9'-6"
8'-3"
10'-3"
17'-9"
26'-0"
17'-9"
9'-1"
2'-4
"
1'-1
1"
37'-0" - ALONG OUTSIDE FACE
WINGWALL 2B
1'-3"
3'-7‹
"
EL. 590.50EL. 590.50
EL. 591.40
1'-0"
1'-0" (T
YP.)
6'-7"LOCATION OF 4"~ WEEPHOLES
3 SPACES @ 8'-0" = 24'-0"
8'-3"
EL. 601.50
1'-3"
8'-11‚"
16'-4‹ "
10'-11‚"
EL. 604.00
16'-9•"
9'-4ˆ"
WINGWALL 2A
ALONG TOP OF OUTSIDE FACE
11'-1•"
WINGWALL 1B
ALONG TOP OF OUTSIDE FACE
11'-6"
9'-4ˆ"
10'-3"
11'-1•" 1"
1"
EL. 600.00
1'-0"
EL. 601.00
EL. 602.50
EL. 603.00EL. 603.50
EL. 602.90
PROPOSED GRADE
31
81
21
PROPOSED GRADE
GRADE
APPROXIMATE EXISTING
31
PROPOSED GRADE
EXISTING GRADE
APPROXIMATE
EL. 603.50
INSIDE OF WINGWALL
FINISHED GRADE AT
EL. 600.50
INSIDE OF WINGWALL
FINISHED GRADE AT
EL. 599.50
INSIDE OF WINGWALL
FINISHED GRADE AT
EL. 601.00
INSIDE OF WINGWALL
FINISHED GRADE AT
PROPOSED GRADE
GRADE
APPROXIMATE EXISTING
15" RCP BLOCKOUT
GRADE
PROPOSED
PROPOSED GRADE
PROPOSED GRADE
GRADE
APPROXIMATE EXISTING
GRADE
PROPOSED
JOINT FILLER
1" PREFORMED EXPANSION
JOINT FILLER
1" PREFORMED EXPANSION JOINT FILLER
1" PREFORMED EXPANSION
JOINT FILLER
1" PREFORMED EXPANSION
EL. 602.40
INSIDE OF WINGWALL
FINISHED GRADE AT
EL. 602.50
INSIDE OF WINGWALL
FINISHED GRADE AT
EL. 602.00
INSIDE OF WINGWALL
FINISHED GRADE AT
EL. 603.00
INSIDE OF WINGWALL
FINISHED GRADE AT
12" NO. 8 CRUSHED STONE 12" NO. 8 CRUSHED STONE
12" NO. 8 CRUSHED STONE12" NO. 8 CRUSHED STONE
1'-0"
5'-0"LOCATION OF 4"~ WEEPHOLES
8'-0"5 SPACES @ 8'-0" = 40'-0" (ALONG FACE)(SEE NOTE)
11'-7‹"
58'-3… " - ALONG TOP OF OUTSIDE FACE
WINGWALL 1A
CLOSURE POUR
CAST-IN-PLACE
CLOSURE POUR
CAST-IN-PLACE
CLOSURE POUR
CAST-IN-PLACE
CLOSURE POUR
CAST-IN-PLACE
CLOSURE POUR
CAST-IN-PLACE
(SEE S-15 FOR REINFORCEMENT DETAILS)
CAST-IN-PLACE CLOSURE POUR
2" COVER (TYP.)
BLOCKOUT)
(4) EACH FACE (EXTEND BARS 1'-6" PAST
(8) ADDITIONAL #5 BARS AT BLOCKOUT,
(TYP.)
ARCHITECTURAL FORM LINER (TYP.)
ARCHITECTURAL FORM LINER
(TYP.)
ARCHITECTURAL FORM LINER
UNLESS DIMENSIONED OTHERWISE.
WEEPHOLES TO BE PLACED 1' ABOVE OHW (EL. 599.00), NOTE:
04.14
Stantec ConsultingServices Inc.55 Church StreetSuite 601New Haven, CT 06510
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
9/15/2020
BLOCK:
SIGNATURE/
...\S-15 WINGWALL DETAILS.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
0032-0149
S-15
COVENTRYJRA
AMLREPLACEMENT OFBRIDGE NO. 06851
ROUTE 44 OVER OLSON'S BROOK
1
8
4"~ WEEPHOLE
AT EACH WEEPHOLE
2'x2'x2' BAGGED STONE
DAMPPROOFING
1'-0"
SCALE: ƒ" = 1'-0"
TYPICAL WINGWALL SECTION
2'-9"
#5 @ 15"
#5 @ 12"
#5 @ 6"
#5 @ 18"
#5 @ 6"
#5 @ 18"
#5 @ 12"
1'-3"
5'-9"
1'-0"
APPROXIMATE FINSHED GRADE
WINGWALL DETAILS
GROUT (TYP.)
JOINT TO SUPPORT WET
CONTRACTOR TO FORM
SCALE: ƒ" = 1'-0"
FOOTING SHEAR KEY
TOP OF FOOTING
BOTTOM OF FOOTING
PRECAST SUBSTRUCTURE NOTES
COUPLER (TYP)
GROUTED SPLICE
COUPLERS (TYP)
GROUT AFTER GROUTING
FILL WITH NON-SHRINK
MORE THAN SHIM STACK
THICKNESS SLIGHTLY
NON-SHRINK GROUT WITH
PRE-BED SEAT WITH
NOT TO SCALE
FOOTING RECESS DETAIL
PRECAST WALL
CONTROL (1‚"|ƒ")
PLASTIC SHIM FOR GRADE
COUPLER CONNECTION SEQUENCE:
SUGGESTED GROUTED SPLICE
GROUT BED
NON-SHRINK
3"
9" (MIN)
{ JOINT
SCALE: 1•" = 1'-0"
TYPICAL CANTILEVER WINGWALL STEM SHEAR KEY
FRONT FACE OF WALL
WET CONCRETE (TYP)
JOINT TO SUPPORT
CONTRACTOR TO FORM
NON-SHRINK GROUT
FILL SHEAR KEY WITH
FOOTING
CONCRETE
PRECAST
2" COVER (TYP.)
2" COVER (TYP.)
WIN
GW
ALL S
TE
M
1'-3"
REAR FACE OF WALL
SHEET SEAL BONDED TO
SEAL JOINT WITH NEOPRENE
1"x1" CHAMFER (TYP.)
1"
5"
5"
5"
1"x1" CHAMFER (TYP.)
(TYP.)
#5 @ 18"
LEVELING DEVICE (TYP)
DENSITY FILL (TYP.)
PORT FOR CONTROLLED
NON-SHRINK GROUT
FILL POCKETS WITH
3•"
{ JOINT
11"
11"
11"
NON-SHRINK GROUT
FILL KEY WITH
1"x1" CHAMFER (TYP.)
FOR STEM REINFORCING
SEE WINGWALL SECTION
1•"
2"x2" CHAMFER
1"x1" CHAMFER (TYP.)
FO
OTIN
G
DEP
TH
2'-9"
SCALE: ƒ" = 1'-0"
CLOSURE POUR DETAIL
WINGWALL 1A (WINGWALL 2A SIMILAR)
WINGWALL 1B
AS SHOWN
4 - #5 VERTICAL BARS
INTO CLOSURE POUR
TRANSVERSE BARS
EXTEND WINGWALL
CLOSURE POUR
CAST-IN-PLACE
CULVERT HEADWALL
6"
1"
JOINT FILLER
EXPANSION
PREFORMED
HEADWALL
CULVERTCLOSURE POUR
CAST-IN-PLACE
JOINT FILLER
PREFORMED EXPANSION
1"
BARS AS SHOWN
3 - #5 VERTICAL
INTO CLOSURE POUR
TRANSVERSE BARS
EXTEND WINGWALL
REINFORCING
SECTION FOR
SEE WINGWALL
REINFORCING
SECTION FOR
SEE WINGWALL
12" NO. 8 CRUSHED STONE
3"
1'-0"
COUPLERS (TYP)
GROUT AFTER GROUTING
FILL WITH NON-SHRINK
PROPOSED GRADE
1'-0" MIN. BELOW
EXTEND FORMLINER
ASSEMBLY PLAN.
SUBSEQUENT CONSTRUCTION STEPS SHALL BE SPECIFIED IN THE BRIDGE
DETERMINED THROUGH STRENGTH TESTING OF THE GROUT. THE TIMING OF
COMMENCE UNTIL THE CONNECTION HAS ACHIEVED ADEQUATE STRENGTH AS
ERECTION OF SUBSEQUENT ELEMENTS ABOVE A CONNECTION SHOULD NOT 12.
BE INSTALLED PRIOR TO APPLICATION OF BEDDING GROUT.
PROCEDURES. IF THE COUPLER IS BELOW THE JOINT, THE COUPLER GROUT CAN
INSTALL GROUT IN COUPLERS FOLLOWING THE MANUFACTURER'S WRITTEN 11.
BRACE THE UPPER ELEMENT.10.
USING HAND TOOLS.
GROUT THAT IS DISPLACED OR GAPS THAT DEVELOP IN THE GROUT JOINT
MAINTAIN INTEGRITY OF GROUT BED DURING SETTING OPERATION. REPAIR 9.
PREVENT BEDDING GROUT FROM FLOWING INTO COUPLER.
ERECT UPPER ELEMENT TO WITHIN THE SPECIFIED ERECTION TOLERANCES. 8.
MORE THAN SHIM STACK.
PRE-BED PRECAST COMPONENT WITH NON-SHRINK GROUT WITH THICKNESS 7.
ENDS OF THE BARS NEED NOT BE RE-COATED.
AND THE COUPLER MANUFACTUER'S RECOMMENDATIONS. FOR COATED BARS, THE
CUT THE BAR EXTENSIONS TO THE REQUIRED LENGTH BASED ON THE SURVEY 6.
REQUIRED SHIM HEIGHTS BASED ON THE SURVEY.
DETERMINE THE REQUIRED REINFORCING BAR EXTENSION LENGTHS AND THE 5.
SURVEY LOCATION AND ELEVATION OF LOWER ELEMENT.4.
EXTENSIONS BE FABRICATED WITH EXTENDED LENGTHS.
IT IS RECOMMENDED THAT THE ELEMENT WITH THE REINFORCEMENT BAR 3.
MOST COUPLER MANUFACTURERS.
MANUFACTURER. THE FOLLOWING ARE GENERAL PROCEDURES THAT APPLY TO
FOLLOW THE WRITTEN INSTALLATION PROCEDURES OF THE COUPLER 2.
REQUIRED FOR INEXPERIENCED STAFF.
INSTALLATION OF GROUTED SLEEVES. MANUFACTURER TRAINING MAY BE
PRESENCE OF A CONTRACTOR'S SUPERVISOR THAT IS EXPERIENCED IN THE
IT IS RECOMMENDED THAT THE GROUTING PROCEDURE BE COMPLETED IN THE 1.
2" COVER (TYP.)
UNDER THE ITEM "ABUTMENT AND WALL CONCRETE."
CLOSURE POUR CONCRETE SHALL BE CLASS PC03342 AND BE PAID FOR 5.
ELEMENT.
A MINIMUM OF 4 LEVELING DEVICES SHALL BE USED IN EACH FOOTING 4.
PAYMENT.
OF "PRECAST SUBSTRUCTURE ELEMENTS" AND WILL NOT BE MEASURED FOR
THE COST OF MECHANICAL BAR SPLICERS SHALL BE INCLUDED IN THE COST 3.
OF THE ELEMENT.
CONTRACTOR TO DESIGN FORM TO RETAIN KEY CONCRETE ON BOTH FACES 2.
CORRUGATED METAL PIPE VOID FORMS AND NEOPRENE SHEET SEAL.
PRECAST CONCRETE, REINFORCEMENT CAST WITH PRECAST UNITS,
THE ITEM "PRECAST SUBSTRUCTURE ELEMENTS", AND SHALL INCLUDE ALL
PRECAST FOOTING AND WINGWALL ELEMENTS SHALL BE PAID FOR UNDER 1.
FINISHED GRADE)
BELOW PROPOSED
4 FEET MINIMUM
FOOTING SHALL BE
(BOTTOM OF
PROPOSED GRADE
APPROXIMATE
EL. 591.40 (1A & 2A)
EL. 590.93 (1B & 2B)
FORM LINER
ARCHITECTURAL
8'-6" AT WINGWALL 1A
8'-0" AT WINGWALLS 1B, 2A & 2B
CONTROLLED DENSITY FILL
(TYP.)
1'-0"
04.15
Stantec ConsultingServices Inc.55 Church StreetSuite 601New Haven, CT 06510
STOP BAR
BC
LC
ELEC. BOX
CL&P#336
H.H'S
MBR BCLC
15'' RCP
BOSTON TPKE.
TEL MH'S
SOLID WHITE
SOLID WHITE
DBL YELLOW
36"Mpl.
15"Apple
#335
CL&P
RIP RAP
RIP RAP
CL&P#32876
MBR
6'X
4' C
MP
CMP'S
3.5'X5.3'
(exposed)
Conduit
Level 3
cmp3.5x5.3
15"rcp
cmp4x8
15"rcp
4x8cmp
fo12"steel
clp335
3.5x5cmp
3.5x5cmp
po
36"mpl
clp336
15"apple
clp32876
13+00 14+00
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
9/15/2020
BLOCK:
SIGNATURE/
...\S-16 PAY LIMITS.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
0032-0149
S-16
COVENTRYJRA
AMLREPLACEMENT OFBRIDGE NO. 06851
ROUTE 44 OVER OLSON'S BROOK
(TYP.)
2'-0"
10'x5' PRECAST CONCRETE BOX CULVERT
(ROADWAY ITEM)
BOTTOM OF SUBBASE
HMA WEARING SURFACE
PAY LIMITS
OBTRUDES WITHIN THIS AREA
UNDISTURBED MATERIAL
SLOPE LINE EXCEPT WHERE
1.5
1
12" (TYP.)
LEGEND
CHANNEL BOTTOM MATERIAL
EXCAVATION AND REUSE OF EXISTING =
2'-0"
NOT TO SCALE
PAY LIMITS AT CULVERT
2'-0"
WITHIN THESE LIMITS
NO BOULDERS OR ROCK FILL PERMITTED NOT TO SCALE
PAY LIMITS AT WINGWALL
AT ROADWAY BASELINE
TOP OF EXISTING AND PROPOSED GRADE
TOP OF EXISTING GRADE
EARTH RETAINING SYSTEM
COFFERDAM OR TEMPORARY
STRUCTURE BACKFILL
LIMIT OF PERVIOUS
1.5
1
(TYP.)
2'-0"
COFFERDAM AND DEWATERING)"
LIMIT FOR "STRUCTURE EXCAVATION - EARTH (EXCLUDING =
COFFERDAM AND DEWATERING)"
LIMIT FOR "STRUCTURE EXCAVATION - ROCK (EXCLUDING =
NOT TO SCALE
COFFERDAM AND WATER HANDLING PAY LIMITS
"WATER HANDLING" (TYP.)
TO BE PAID FOR UNDER THE ITEM
SANDBAGS NEEDED FOR WATER HANDLING
STRUCTURE BACKFILL
LIMIT OF PERVIOUS
(COLD LIQUID ELASTOMERIC)
MEMBRANE WATERPROOFING
12" NATURAL STREAMBED MATERIAL
SYSTEM ARE NOT REQUIRED)
TEMPORARY EARTH RETAINING
GRADE WHERE COFFERDAM OR
(SLOPE LINE CONTINUES TO
OBTRUDES WITHIN THIS AREA
UNDISTURBED MATERIAL
SLOPE LINE EXCEPT WHERE
NO. 8 CRUSHED STONE
PROPOSED GRADE
PRECAST CONCRETE SUBSTRUCTURE ELEMENTS
12" NO. 8 CRUSHED STONE
"COFFERDAM AND DEWATERING" (TYP.)
TO BE PAID FOR UNDER THE ITEM
COFFERDAM FOR WINGWALL CONSTRUCTION
"BRIDGE DECK CONCRETE"
TO BE PAID FOR UNDER THE ITEM
TOP OF CULVERT TO BE CAST-IN-PLACE
FOR UNDER "REMOVAL OF EXISTING MASONRY"
REMOVAL OF EXISTING CONCRETE PAD TO BE PAID
UNDER "REMOVAL OF EXISTING MASONRY" (TYP.)
REMOVAL OF EXISTING HEADWALLS TO BE PAID FOR
BE AS ELECTED BY CONTRACTOR)
COFFERDAM (STRUCTURE TYPE SHALL =
WATER" (TYP.)
UNDER THE ITEM "HANDLING
BYPASS PUMP TO BE PAID FOR
UNDER THE ITEM "HANDLING WATER"
BYPASS PUMP TO BE PAID FOR
TEMPORARY PIPE FOR PROTECTION OF
LIMIT OF STRUCTURE EXCAVATION
04.16
Stantec ConsultingServices Inc.55 Church StreetSuite 601New Haven, CT 06510
C C
D
CC
{ PRECAST ELEMENT AND WORKING LINE
GROUT TUBE (TYP)
COUPLER MANUFACTURER
GROUT SUPPLIED BY
NON-SHRINK GROUT
B
A
DOWELS (TYP)
PRECAST ELEMENT
SHIM PACK
NOT TO SCALE
GROUTED SPLICE COUPLER DETAILS
SHIM PACK HEIGHT
GROUTED SPLICE COUPLER TOLERANCES
A
B
C
D
DOWEL HEIGHT
GAP BETWEEN DOWELS AND REINFORCING
MEASURED FROM A WORKING LINE
SPLICE COUPLER, AND DOWELS
LOCATION OF REINFORCING, GROUTED
CONSULT MANUFACTURER
CONSULT MANUFACTURER
|‚"
1‚"|ƒ"
THE GROUTED SPLICE COUPLER USED.
SEEK INSTALLATION RECOMMENDATIONS FROM THE MANUFACTURER OF
BEFORE EXECUTING GROUTED SPLICE COUPLER ASSEMBLIES, ALWAYS 3.
AND ALL DIMENSIONS.
PROPER DIMENSIONS "B" AND "D" AND FOR TOLERANCES ON THESE
CONSULT MANUFACTURER OF THE GROUTED SPLICE COUPLER FOR 2.
CONTROL THE CRITICAL DIMENSION "C".
AND GROUTED SPLICE COUPLER PLACEMENT WITHIN THE ELEMENTS TO
USE MATCHING TEMPLATES FOR THE LOCATION OF REINFORCEMENT 1.
NOTES:
H
D
G
N
M
FF
G
G
G
E
B
C
10'-0"
A
LL
L
GROUTED SPLICE COUPLER (TYP)
GROUTED SPLICE COUPLER (TYP)
L
M
WALL SEGMENT ELEVATION ERECTION TOLERANCES
TOP ELEVATION FROM NOMINAL TOP ELEVATION
MAXIMUM PLUMB VARIATION OVER HEIGHT OF PANEL
PLUMB IN ANY 10 FEET OF PANEL HEIGHTN
‚"
•"
‚"
A
B
C
WALL SEGMENT FABRICATION TOLERANCES
D
E
F
G
H
LENGTH
WIDTH (OVERALL)
DEPTH (OVERALL)
VARIATION FROM SPECIFIED PLAN END SQUARENESS OR SKEW
VARIATION FROM SPECIFIED ELEVATION END SQUARENESS OR SKEW
SWEEP OVER MEMBER LENGTH
LOCATION OF GROUTED SPLICE COUPLER MEASURED FROM A WORKING LINE
LOCAL SMOOTHNESS OF ANY SURFACE
|‚"
|‚"
|‚"
|•"
|•"
|‚"
|…"
|‚" IN 10 FEET
NOT TO SCALE
WALL SEGMENT ERECTION AND FABRICATION TOLERANCES
WORKING LINE
PLAN
ELEVATION
REBAR (TYP)
PRECAST ELEMENT
GROUTED SPLICE COUPLER
SECTION
NOT TO SCALE
WINGWALL ERECTION TOLERANCES
STEM PANEL (TYP.)
PRECAST WINGWAL
FOOTING (TYP.)
PRECAST WINGWALL
WORKING LINE
WALL E.T. |‚" WALL E.T. |‚"
{ CONSTRUCTION JOINT
WALL ERECTION TOLERANCE |‚"
FOOTING E.T. |‚"
{ WALL STEM PANEL
FOOTING ERECTION TOLERANCE |‚"
FOOTING E. T. |‚"
{ FOOTING ELEMENT
{ FOOTING ELEMENT
{ FOOTING ELEMENT
FOOTING ERECTION TOLERANCE |‚"
{ FOOTING ELEMENT
E.T.=|‚"
STEM PANEL ELEVATION
PANEL
{ WALL STEM
E.T. = |„"
ELEVATION
FOOTING ELEMENT
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
9/15/2020
BLOCK:
SIGNATURE/
...\S-17 CULVERT AND WINGWALL TOLERANCES.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
REPLACEMENT OFBRIDGE NO. 06851
ROUTE 44 OVER OLSON'S BROOK
JRA
AML
COVENTRY
CULVERT AND WINGWALLTOLERANCES
S-17
0032-0149
04.17
Stantec ConsultingServices Inc.55 Church StreetSuite 601New Haven, CT 06510
ELEVATION
PLAN
PLAN
LOOP BAR DETAILS
SCALE: 1" = 1'-0"
ELEVATION
2'-0"
10"
6"
20'-0"
3" TYP.
3" TYP. SPACING OF #5 STIRRUPS = 1'-0" O.C.
2'-8"
3" TYP.
3" TYP.
SEE SECTION A
(8)-#5 CONTINUOUS
1'-0" 1'-0"SPACING OF ANCHOR POCKETS = 2'-0" O.C.
4'-0"{ 1" LIFTING SLOT (TYP.)
A
OF MANUFACTURE
IDENTIFICATION AND DATE
LOCATION OF MANUFACTURER
DELINEATOR NOTES:
1" RAD.
#5 STIRRUPS
10" RAD.
(STRUCTURE)
TEMPORARY BARRIER
{ OF EXPANSION JOINT
3"
3"
HOLE IN PLATE
CENTER 1-‚"~ ‚" THICK
(TYP.)
†"~ LOOP BAR
1…
"
5"
AFTER BENDING AS SHOWN
GALVANIZE ENDS OF BARS
4"
135°
4"
8"
5"
(SEE NOTE A)
(TYP. TOP & BOTTOM)
STEEL WASHER
SEE "LOOP BAR DETAILS"
6'-6" LONG BAR TYP.)
LOOP BAR (BENT FROM
SEE "LOOP BAR DETAILS"
6'-0" LONG BAR TYP.)
LOOP BAR (BENT FROM
4‚"4‚"
(TYP.)
HOLE IN ANCHOR POCKET
PLATE WASHER AND 1-•"~
{ 1"~ THREADED ANCHOR,
BARRIER
{ OF
5„
"
5•
"
ANCHOR
{ OF
3"
LOOP BAR
POCKET (TYP.)
EDGES OF ANCHOR
PLATE WASHER (TYP.)
PLAN - END OF BARRIER DETAIL
SCALE: 1" = 1'-0"
ANCHOR HOLE DETAILS
SCALE: 1" = 1'-0"
PLATE WASHER DETAIL
N.T.S.
DELINEATOR DETAIL
N.T.S.
BARRIER CONNECTION NOTES:
4"
7•
"5•
"
3"
10"
1'-7"
2'-8"
2•"
3"
7" 2"6"
BARRIER UNIT
FULL LENGTH OF
6" x 1" KEYWAY
1•" COVER
CONTINUOUS
(8)-#5
(TYP.)
#7 CONTINUOUS
COVER
1" MIN.
ASECTION
SCALE: ƒ" = 1'-0"
JOINT MOVEMENTS
ALLOW 5" FOR
(STRUCTURE)
TEMPORARY BARRIER
ROADWAY BARRIER OR BARRIER)
OF BARRIER (TYP. EACH
VERTICAL CENTER LINE
HOLES 10" DEEP ON
FIELD DRILL TWO 1-•"~
10" (TYP.)
(2)-#8 BARS 1'-10" LONG
ONLY SEE NOTE 2
ON ONE SIDE OF JOINT
ANCHOR BARRIER UNIT
12"
1'-8"
BARRIER DETAIL
SEE DETAIL END OF
ANCHOR POCKET (TYP.)
7"5"
7"
5"
2'-8"
ELEVATION - BARRIER CONNECTION DETAIL
SCALE: ƒ" = 1'-0"
SEE END OF BARRIER DETAIL
TEMPORARY PRECAST CONCRETE BARRIER CURB NOTES:
PAID FOR UNDER ITEM "DELINEATORS"6.
ALL OTHER ROADWAYS SHALL BE DELINEATED IN ACCORDANCE WITH M.U.T.C.D.5.
ALTERNATING ONE WAY TRAFFIC - EVERY UNIT (20').E)
MINIMUM OF TWO (2) IF LESS THAN 100'.D)
ON THE REMAINING LENGTH - EVERY FIFTH (5TH) UNIT (100').C)
ON THE FIRST 100' OF PARALLEL SECTIONS - EVERY UNIT (20').B)
ON LEADING TAPERED SECTIONS - EVERY UNIT (20').A)
SPACING OF DELINEATORS:4.
DELINEATORS SHALL BE MOUNTED IN THE CENTER OF TEMPORARY BARRIERS AS REQUIRED.3.
DE-7C SILVER/YELLOW BACK TO BACKE)
DE-7B TWO WAY YELLOWC)
DE-7 ONE WAY SILVERB)
DE-7A ONE WAY YELLOWA)
COLOR OF DELINEATORS:2.
RIGHT SIDE OF ALL ROADWAYS AND RAMPS - SILVERB)
LEFT SIDE OF ALL ROADWAYS AND RAMPS - YELLOWA)
COLOR APPLICATION:1.
WAXED.
FOR EASE OF REMOVAL, THE THREADS ON THE CONNECTION RODS AND NUTS SHALL BE 3.
TIGHTENING PROCESS.
DRAWN UP AGAINST THE LOOP BAR. THE LOOP BARS SHALL NOT BE BENT DUE TO THE
THE NUTS ON THE CONNECTION ROD SHALL BE TURNED UNTIL THE BOTTOM WASHER IS 2.
THICKNESS = 3/16"
INSIDE DIAMETER = 1-1/4" (|1/16")
OUTSIDE DIAMETER = 2-3/4" (+1/4", -0")
DIMENSIONS:
PLAIN CIRCULAR STEEL WASHERS SHALL BE MANUFACTURED WITH THE FOLLOWING 1.
ELEVATION - BARRIER CONNECTION DETAILS
SCALE: ƒ" = 1'-0"
AT EXPANSION JOINTS (CASE II SHOWN)
BARRIER (TYP.)
CAST INTO
{ OF 1-•"~ HOLE
(1)-HEAVY HEX NUT @ BOTTOM
(2)-HEAVY HEX NUTS @ TOP
ROD x 30" LONG
1"~ THREADED CONNECTION
ARTICLE M18.09
TO CONFORM TO
REFLECTIVE SHEETING
ENCAPSULATED LENS
GROUT
NON-SHRINK
INSERTS WITH
FILL THREADED
GROUT
HOLE WITH NON-SHRINK
DECK AND FILL TOP OF
BELOW SURFACE OF
CUT OFF ANCHOR BOLTS
2•"
SCALE: •" = 1'-0"
PRECAST BARRIER UNIT (STRUCTURE) DETAILS EDGE OF CONCRETE
PAID FOR UNDER THE ITEM "TEMPORARY PRECAST CONCRETE BARRIER CURB (STRUCTURE)".
THE WORK DONE ON THIS SHEET, WITH THE EXCEPTION OF THE DELINEATORS, SHALL BE 3.
INSTALLED IN ALL POCKETS.
NUMBER OF ANCHORS: ON THE TRAFFIC SIDE OF A TYPICAL BARRIER, ANCHORS SHALL BE 2.
MANUFACTURER OF THE CHEMICAL ANCHORING MATERIAL.
OF THE STANDARD SPECIFICATIONS. HOLE DIAMETER SHALL BE DETERMINED BY THE
WITH A PRE-APPROVED CHEMICAL ANCHOR MATERIAL WHICH CONFORMS TO M.03.01-15
CONRETE, PLACING THREADED ANCHORS IN THE HOLES, AND SECURING THE ANCHORS
CHEMICAL ANCHORING: THIS CONSISTS OF DRILLING HOLES IN NEW OR EXISTING A)
DROP-OFF. THE TEMPORARY ANCHORAGE SYSTEM SHALL CONFORM TO THE FOLLOWING:
DECKS (SEE "TEMPORARY ANCHORAGE SYSTEM") WHEN IT IS USED TO PROTECT A VERTICAL
THE TEMPORARY BARRIER SHOWN ON THIS SHEET SHALL BE ANCHORED ONTO BRIDGE 1.
ALL NEWLY CONSTRUCTED SLABS.
DAMAGING THE REINFORCING BARS IN
NOT DRAWN FOR CLARITY. AVOID
EXISTING REINFORCING BARS IN SLAB 1.
DETAIL NOTES:
TOP OF PRECAST CULVERT
1'-0"
1'-0"
CONCRETE HEADWALL
CAST-IN-PLACE
AFTER BARRIER REMOVAL
CUT THREADED RODS FLUSH
BY CONTRACTOR
ANCHORAGE TO BE DESIGNED
PRECAST CONCRETE WINGWALL
RESIST OVERTURNING
CONCEPTUAL BRACKET TO
FINISHED GRADE DURING STAGING
FINISHED GRADE DURING STAGING
DESIGNED BY CONTRACTOR
BOLTED CONNECTION TO BE
DESIGNED BY CONTRACTOR
BRACKET AND ANCHORAGE TO BE
BARRIER CURB (STRUCTURE)
TEMPORARY PRECAST CONCRETE
BARRIER CURB (STRUCTURE)
TEMPORARY PRECAST CONCRETE
SCALE: ƒ" = 1'-0"
TPCBC (STRUCTURE) AT HEADWALL
SCALE: ƒ" = 1'-0"
TPCBC (STRUCTURE) AT WINGWALL
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
9/15/2020
BLOCK:
SIGNATURE/
...\S-18 TPCBC (STRUCTURE).dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
JRA
AMLREPLACEMENT OF
TEMP. PRECAST CONC.BARRIER CURB (STRUCT.)
S-18
0032-0149
BRIDGE NO. 06851ROUTE 44 OVER OLSON'S BROOK
COVENTRY
04.18
Stantec ConsultingServices Inc.55 Church StreetSuite 601New Haven, CT 06510