04 - STRUCTURE · 2020. 12. 17. · 04 - structure s-16 pay limits s-05 construction staging - 1 s-06 construction staging - 2 s-07 construction staging - 3 s-11 culvert details -

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

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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



CULVERT DETAILS - 1S-11



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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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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


DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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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




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


DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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ROUTE 44 OVER OLSON'S BROOK BORING LOGS

BORING B1 BORING B2 BORING B3

04.04


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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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")


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


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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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


DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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0032-0149

S-07

COVENTRYJRA


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 }



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"*


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


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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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)


(SEE TEMP. HYDRAULIC TABLE)

TEMPORARY WATER SURFACE ELEV.

NOT TO SCALE

SANDBAGS SECTION VIEW


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")


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


DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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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


(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


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


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


DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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S-10

COVENTRYJRA



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


CULVERT INVERT


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)


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



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.)


04.10


DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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COVENTRYJRA



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"


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


DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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COVENTRYJRA



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


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


SEAL ALL EXPOSED INTERIOR




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


#5 @ 6"

2" COVER (TYP.)




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


DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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COVENTRYJRA



#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


DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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0032-0149

S-14

COVENTRYJRA


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


15" RCP BLOCKOUT

GRADE

PROPOSED

PROPOSED GRADE

PROPOSED GRADE

GRADE


GRADE

PROPOSED

JOINT FILLER

1" PREFORMED EXPANSION

JOINT FILLER

1" PREFORMED EXPANSION JOINT FILLER


JOINT FILLER


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.)


(TYP.)


UNLESS DIMENSIONED OTHERWISE.

WEEPHOLES TO BE PLACED 1' ABOVE OHW (EL. 599.00), NOTE:

04.14


DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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S-15

COVENTRYJRA



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"


(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


FOR STEM REINFORCING

SEE WINGWALL SECTION

1•"

2"x2" CHAMFER


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


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


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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0032-0149

S-16

COVENTRYJRA



(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


"COFFERDAM AND DEWATERING" (TYP.)


COFFERDAM FOR WINGWALL CONSTRUCTION

"BRIDGE DECK CONCRETE"


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


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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REPLACEMENT OFBRIDGE NO. 06851


JRA

AML

COVENTRY

CULVERT AND WINGWALLTOLERANCES

S-17

0032-0149

04.17


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•

"

POCKET

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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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


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04 - STRUCTURE · 2020. 12. 17. · 04 - structure s-16 pay limits s-05 construction staging - 1 s-06 construction staging - 2 s-07 construction staging - 3 s-11 culvert details -