SUBSET 04 - STRUCTURE€¦ · m m r c p 4 5 0 m m r c p 450mm rcp 375 m rcp proposed cb proposed cb proposed cb 5 + 6 0 chamber exist. junction chamber c.i.p. transition landscaping

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ENGINEER: STV INCORPORATED

STATE OF CONNECTICUT

DEPARTMENT OF TRANSPORTATION

U.S. ROUTE 1 OPERATIONAL LANES

FROM LAMBERT ROAD TO ROUTE 114

ORANGE 106-122

APPROVED BY:

REV. DATE DESCRIPTION

REVISIONS

SHEET. NO.

PLOTTEDCADDDATE: IN-04.dgn

INDEX OF PLANS

NUMBER

DRAWING

NUMBER

DRAWING

INDEX OF DRAWINGS

DRAWING TITLE DRAWING TITLE

MILFORD, CT 06461

SUITE 208E

185 PLAINS ROAD,

STV INCORPORATED

DESIGNED BY:

SUBSET 04 - STRUCTURE

S-01 GENERAL PLAN

S-02 LAYOUT PLAN, PROFILE AND QUANTITIES

S-03 STRUCTURE BORING LOGS

S-04

S-05

S-06

S-07

S-08

S-09 CONSTRUCTION DETAILS

S-10

S-11

S-12 WINGWALLS WW1 & WW2

S-13 WINGWALL DETAILS

S-14 TRANSITION CHAMBER DETAIL

S-15 PRECAST CONCRETE BOX CULVERT DETAILS

IN-02 INDEX OF DRAWINGS

P.K.S.

J.G.V.

J.E.S. / Z.B.

S-16 RAIL ATTACHMENT DETAILS

IN-02

STAGE CONSTRUCTION PLAN - I

STAGE CONSTRUCTION PLAN - II

STAGE CONSTRUCTION PLAN - III

PRECAST CONCRETE BOX CULVERT DETAILS - I

PRECAST CONCRETE BOX CULVERT DETAILS - II

STAGE CONSTRUCTION DETAILS - I

STAGE CONSTRUCTION DETAILS - II

S-17 APPROACH SLAB PLAN

04.01

STV Incorporated 185 Plains RoadSuite 208E Milford, CT 06461

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DEPARTMENT OF TRANSPORTATIONSCALE AS NOTED

M. NORMAN



ORANGE 106-122

APPROVED BY:


REVISIONS

SHEET. NO.

PLOTTEDCADDDATE:

GG

T

T

w

T

250

TIL

E

150

TIL

E

250

TIL

E

250 P

VC

100 YR

100 YR

100

YR

100 YR

100 YR

WTP-1A

WTP-2

A

3 000

S7

S6

S5

375

mm

RC

P

SCALE: 1:100

CONNECTICUT

COORDINATE GRID

450

mm

RC

P

THE DEPARTMENT'S BRIDGE SAFETY PROCEDURES REQUIRE THIS BRIDGE TO BE

INSPECTED FOR, BUT NOT LIMITED TO, ALL APPROPRIATE COMPONENTS INDICATED

IN THE GOVERNING MANUALS FOR BRIDGE INSPECTION. ATTENTION MUST BE GIVEN

TO INSPECTING THE FOLLOWING SPECIAL COMPONENTS AND DETAILS. (THE LISTING

FOR COMPONENTS FOR SPECIFIC ATTENTION SHALL NOT BE CONSTRUED TO

REDUCE THE IMPORTANCE OF INSPECTION OF ANY OTHER COMPONENT OF THE

STRUCTURE.) THE FREQUENCY OF INSPECTION OF THIS STRUCTURE SHALL BE

IN ACCORDANCE WITH THE GOVERNING MANUALS FOR BRIDGE INSPECTION, UNLESS

OTHERWISE DIRECTED BY THE MANAGER OF BRIDGE SAFETY AND EVALUATION.

COMPONENT OR DETAIL STRUCTURE SHEET REFERENCE

DESIGN FREQUENCY

UPSTREAM DESIGN WATER SURFACE ELEVATION

DOWNSTREAM DESIGN WATER SURFACE ELEVATION

DESIGN DISCHARGE

DRAINAGE AREA

(MAXIMUM ESTIMATED VALUES)

mm

DESIGNATION LENGTH HEIGHT WIDTH

mm mmKg

SHIPPING DATA 9 950

SCALE: 1:100

PLAN

0.500%

EXIST. 3.5M x 2.1M

ACCM

P

{ U.S. ROUTE 1

ELEVATION

BOX SECTION

100-year

21.95 cms

19.75

19.45

{

U.S. R

OU

TE 1

EL. 20.0

EL. 19.0

EL. 18.0

EL.17.0

EL. 16.0

EL. 15.0

3 300 3 3002 1502 1503 300 3 300

WINGWALLS

REMOVE EXIST.

MASONRY ABUTMENTS

CONC. SLAB AND

REMOVE ENTIRE EXIST.

31.5o

+-/

{ SILVER BROOK

PC

PT

LANE LANE LANE LANETAPER TAPERSHDR. SHDR.

TO REMAIN IN PLACE

250mm DIA. SANITARY SEWER

APPROX. LOCATION OF EXIST.

L=8.0m

R=5.6m

BOX CULVERT

CHAMBER BEGIN TWIN CELL

STA. 9+988 END C.I.P. JUNCT.

TRAVELWAY

9 950

TRAVELWAY

TWO CELL PRECAST CONCRETE BOX CULVERT

C.I.P. JUNCTION CHAMBER

EXISTING ACCMP. BEGIN

STA. 9+984.8 +/- MEET

1.5%1.5%2.5% 2.5% 2.5%2.5%

EL.17.39

CULVERT INLET

3 350

T=4.855m

PARAPET (TYP.)

1 070mm C.I.P.

P.K.S.

P.K.S.

GENERAL PLAN BRIDGE NO. 1882 - SILVER BROOK

EL. 19.0

2 3872 810

MASS

S-01

450

mm

RC

P

450

mm

RC

P

450mm RCP

375mm RCP

PROPOSED CB

PROPOSED CB

PROPOSED CB

5+

560

CHAMBER

EXIST. JUNCTION

CHAMBER

C.I.P. TRANSITION

LANDSCAPING

EL. 16.17

CUTOFF WALL

HYDRAULIC DATA-SILVER BROOK

17.45AVERAGE DAILY FLOW ELEVATION

CHANNEL WALLS

SUPPORTED ON MASONRY

CONC. SLAB & STEEL GRATE,


CHAMBER TO REMAIN

EXIST. JUNCTION

OUTLET EL. 17.26

CULVERT INVERT

(FIELD VERIFY)

INVERT EL. 17.26

MEET EXIST. ACCMP

1870

18.63

19.50

UPSTREAM 2-YEAR STORM WATER SURFACE ELEVATION

UPSTREAM 10-YEAR STORM WATER SURFACE ELEVATION

(TO BE RELOCATED)

EXIST. WATER MAIN

APPROX. LOCATION OF (TYP.)

45 FILLET

MAX.

25 mm

SCALE: 1:50

600

TYPICAL CROSS SECTION

SYM. ABOUT {

1 500

2 400

BOX CULVERT

PRECAST CONCRETE

BOUNDARY (TYP.)

FEMA 100-YEAR FLOODPLAIN

(TYP.)

WETLAND LIMIT

WATER (TYP.)

ORDINARY HIGH

10 700

EL. 16.4

R.J.E.

SLAB

CONCRETE

300

CONSTRUCTION JOINT

JOINT

CONSTRUCTION

5 000

STRUCTURE

TWIN MASONRY ARCH


CURBING

GRATING AND CONCRETE

REMOVE EXIST. STEEL

99°

PROPOSED CB

EXISTING SAN. SEWER

APPROX. LOCATION OF

(EL. 19.4)

100 YR W.S.E. @ OUTLET

O.H.W. EL. 18.4

(EL. 18.88)

10 YR. W.S.E.

(EL. 18.72)

2 YR. W.S.E.

PARAPET (TYP.)

JERSEY SHAPE

ATTACHMENT TO

R-B 350 BRIDGE (EL. 18.76 @ OUTLET)

(EL. 18.89 @ INLET)

LOW CHORD

OPENING (TYP.)

2 400mm CULVERT

WINGWALL WW1

- DENOTES BORING SEE DWG. NO. S-03

SLAB (TYP.)

APPROACH

INLET (EL. 19.75)

100 YR W.S.E. @

SLAB (TYP.)

APPROACH

JOINT (TYP.)

PRESSURE RELIEF

S.C.S = SEDIMENTATION CONTROL SYSTEM

O.H.W = ORDINARY HIGH WATER

ABBREVIATIONS:

GRANULAR FILL

EL. 16.4 AND REPLACED WITH

CULVERT TO BE UNDER CUT TO

GENERAL NOTES CONT. :

26.11 km

{ SILVER BROOK CURVE DATA:

NO SPECIAL INSPECTION REQUIREMENTS

NOTICE TO BRIDGE INSPECTORS

5+

580

450mm RCP

(SEE HWY DWG. NO. DRN-01)

MAINTAINED AND PROTECTED

250mm DIA. PVC PIPE TO BE

APPROX. LOCATION OF EXIST.

BROOK (WP1)

RELOCATED SILVER

STA. 10+000 {

U.S. ROUTE 1 =

STA. 5+566 {

{ SILVER BROOK

WINGWALL WW2

JERSEY SHAPE PARAPET (TYP.)

R-B 350 BRIDGE ATTACHMENT

6 500

SIL

VE

R

BR

OO

K

NOSE (TYP.)

C.I.P. CONCRETE

WATER MAIN AND SLEEVE

APPROX. LOCATION OF RELOCATED

60°

=81.85

SEE HWY DWG. NO. DRN-01

FOR GRADING IMPROVEMENTS

PC STA. 10+008.41 (WP5)

PT STA. 10+016.41 (WP6)

(SEE DWG. NO. S-02 FOR WORKING POINTS)

(SEE NOTE 5 ON DWG. NO. S-02)

400MM STEEL SLEEVE (BY CONTRACTOR)

300MM STEEL MAIN (BY OTHERS)

RELOCATED GAS MAIN.

APPROX. LOCATION OF

S-01.DGN

DIA. STEEL SLEEVE

WATER MAIN IN 660mm

RELOCATED 500mm DIA.

APPROX. LOCATION OF

LIGHTOWER (AERIAL TELECOMMUNICATION LINES)

FRONTIER (AERIAL CABLE TV LINES)

CABLEVISION (AERIAL CABLE TV LINES)

AT&T LONG LINES (UNDERGROUND TELEPHONE LINES)

FRONTIER (UNDERGROUND TELEPHONE LINES)

UNITED ILLUMINATING CO. (AERIAL POWER LINES)

SOUTHERN CONNECTICUT GAS CO. (UNDERGROUND GAS MAIN)

(UNDERGROUND WATER MAIN)

SOUTH CENTRAL CT REGIONAL WATER AUTHORITY

ORANGE SEWER AUTHORITY (UNDERGROUND SAN. SEWER)

EXISTING UTILITIES:

JOINTS IN THE CULVERT SHALL NOT EXCEED 10 000 mm.

EXPANSION JOINTS: THE MAXIMUM SPACING OF EXPANSION

CONCRETE

BRIDGE DECK

(COLD LIQUID ELASTOMERIC)

MEMBRANE WATERPROOFING

(THICKNESS VARIES)

BRIDGE CONCRETE DECK

220mm MIN. THICK



(1.525M HIGH)

PROTECTIVE FENCE

1 200 1 200

GENERAL NOTES:

GRANULAR FILL

300 mm MIN.

ON NEW CULVERT

CONSTRUCTION AND RELOCATED

TO BE SUPPORTED IN PLACE DURING

MULTI-TILED FRONTIER TEL. CABLES

APPROX. LOCATION OF 6 EXISTING

CONSTRUCTION AND RELOCATED ON NEW CULVERT

LINES TEL. CABLES TO BE SUPPORTED IN PLACE DURING

APPROX. LOCATION OF 24 EXISTING MULTI-TILED AT&T LONG

CABLES IN TROUGH

RELOCATED FRONTIER TEL.

CABLES IN TROUGH

LONG LINES TEL.

RELOCATED AT&T

BY THE ENGINEER PRIOR TO INSTALLATION.

LOCATION AND ATTACHMENT METHOD FOR THE SIGNS SHALL BE APPROVED

SHEET ALUMINUM (TYPE IV RETROREFLECTIVE SHEETING)". THE FINAL

THE BRIDGE SIGNS SHALL BE COVERED UNDER THE ITEM "SIGN FACE -

READ: 01882. ALL COSTS ASSOCIATED WITH PROVIDING AND INSTALLING

LETTERS ON GREEN RETROREFLECTIVE SHEETING. EACH SIGN SHALL

BE 100 mm X 300 mm WITH 75 mm WHITE RETROREFLECTIVE BLOCK

FABRICATED WITH 40 GAUGE ALUMINUM SHEET METAL. THE SIGNS SHALL

OF EACH BRIDGE PARAPET ON THE TRAFFIC SIDE. THE SIGNS SHALL BE

AND INSTALL NEW BRIDGE IDENTIFICATION SIGNS AT THE LEADING END

BRIDGE IDENTIFICATION PLACARDS: THE CONTRACTOR SHALL PROVIDE

APPROVAL OF THE ENGINEER.

SHOWN ON THE PLANS, WILL NOT BE PERMITTED WITHOUT THE PRIOR

CONSTRUCTION JOINTS: CONSTRUCTION JOINTS, OTHER THAN THOSE

ITEM "CLASS 'A' CONCRETE".

CLOSED CELL ELASTOMER SHALL BE INCLUDED IN THE COST OF THE

CLOSED CELL ELASTOMER: THE COST OF FURNISHING AND INSTALLING

IN THE COST OF THE ITEM "CLASS 'A' CONCRETE".

INSTALLING PREFORMED EXPANSION JOINT FILLER SHALL BE INCLUDED

PREFORMED EXPANSION JOINT FILLER: THE COST OF FURNISHING AND

"DEFORMED STEEL BARS (EPOXY COATED)".

EPOXY COATED. THESE BARS SHALL BE INCLUDED IN THE ITEM

ALL REINFORCEMENT IN THE CONCRETE APPROACH SLABS SHALL BE

(EPOXY COATED)".

AND SHALL BE INCLUDED IN THE PAY ITEM "DEFORMED STEEL BARS

PARAPETS AND DECK ON THE BOX CULVERT SHALL BE EPOXY COATED

EPOXY COATED REINFORCING BARS: ALL REINFORCEMENT IN THE

REINFORCEMENT: ALL REINFORCEMENT SHALL BE ASTM 615M GRADE 420

UNLESS DIMENSIONED OTHERWISE.

CONCRETE COVER: ALL REINFORCEMENT SHALL HAVE 50 mm COVER

25 mm X 25 mm UNLESS DIMENSIONED OTHERWISE.

EXPOSED EDGES: EXPOSED EDGES OF CONCRETE SHALL BE BEVELED

JOINT SEAL: SEE SPECIAL PROVISIONS.

DECK AND APPROACH SLABS

BRIDGE DECK CONCRETE CONCRETE: SHALL BE USED FOR THE CONCRETE

PARAPETS.

CLASS "F" CONCRETE: CLASS "F" CONCRETE SHALL BE USED FOR

WINGWALL STEMS & WINGWALL FOOTINGS.

CUTOFF WALLS, NOSINGS, NOSING FOUNDATIONS, RETURN WALLS,

CLASS "A" CONCRETE: CLASS "A" CONCRETE SHALL BE USED FOR

REFERENCE BY THE REVIEWER.

APPROVAL, THE FIELD MEASUREMENTS SHALL ALSO BE SUBMITTED FOR

SRAWINGS BASED ON FIELD MEASUREMENTS ARE SUBMITTED FOR

SHALL ASSUME FULL RESPONSIBILITY FOR THEIR ACCURACY. WHEN SHOP

NECESSARY TO ASSURE PROPER FIT OF THE FINISHED WORK AND

GUARANTEED. THE CONTRACTOR SHALL TAKE ALL FIELD MEASUREMENTS

BEEN TAKEN FROM THE ORIGINAL DESIGN DRAWINGS AND ARE NOT

ON THESE PLANS ARE FOR GENERAL REFERENCE ONLY. THEY HAVE

EXISTING DIMENSIONS: DIMENSIONS OF THE EXISTING STRUCTURE SHOWN

THE OMITTED DIGITS SHALL BE ASSUMED TO BE ZEROS.

WHEN ELEVATIONS ARE GIVEN TO LESS THAN THREE DECIMAL PLACES,

EXCEPT IF NOTED OTHERWISE. ALL ELEVATIONS ARE GIVEN IN METERS.

DIMENSIONS: ALL DIMENSIONS SHOWN ON THE PLANS ARE IN MILLIMETERS

FUTURE PAVING ALLOWANCE: NONE

SHOWN ON THE PLANS.

PRECAST CONCRETE BOX CULVERT" TO THE DIMENSIONS AND DETAILS

ACCORDANCE WITH THE SPECIAL PROVISION "2400 mm X 1500 mm

CONSTRUCT, AND INSTALL A PRECAST CONCRETE BOX CULVERT IN

PRECAST CONCRETE BOX CULVERT: THE CONTRACTOR SHALL DESIGN,

LIVE LOAD: HL-93

fy = 414 MPaASTM A615M GRADE 420

REINFORCEMENT

BASED ON f'c = 28 MPaBRIDGE DECK CONCRETE

BASED ON f'c = 28 MPaCLASS "F" CONCRETE

BASED ON f'c = 21 MPaCLASS "A" CONCRETE

DESIGN STRESS:

DEPARTMENT OF TRANSPORTATION BRIDGE MANUAL (2003).

SIXTH EDITION (2012), AS SUPPLEMENTED BY THE CONNECTICUT

DESIGN SPECIFICATIONS: LRFD AASHTO BRIDGE DESIGN SPECIFICATIONS

SPECIAL PROVISIONS.

816 (2004), SUPPLEMENTAL SPECIFICATIONS DATED JANUARY 2016 AND

SPECIFICATIONS: CONNECTICUT DEPARTMENT OF TRANSPORTATION FORM

04.02


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ORANGE 106-122

APPROVED BY:


REVISIONS

SHEET. NO.

PLOTTEDCADDDATE:

P.K.S.

J.G.V.

BRIDGE NO. 1882 - SILVER BROOK

LAYOUT PLAN

AND QUANTITIESLAYOUT PLAN, PROFILE

S-02

5+

580

{ SILVER BROOK

CONNECTICUT

COORDINATE GRID

WP1

WP2

WP4 WP5

WP6

WP7

WP8

WP9

WP3

SIL

VE

R

BR

OO

K

WW

2

WW1

LOCATIONPOINT

WP1

WP2

WP3

NORTH

47886.944 161520.521

EAST

SCALE: 1:100

WORKING POINTS

ITEM

SAWING AND SEALING JOINTS

CLASS "A" CONCRETE

DEFORMED STEEL BARS

DEFORMED STEEL BARS - EPOXY COATED

DAMPPROOFING

REMOVAL OF EXISTING MASONRY

2400MM X 1500MM PRECAST CONCRETE BOX CULVERT

UNIT QUANTITY

70

40

50

25

55

55

M

KG

TABLE OF BRIDGE QUANTITIES

5+6005+5505+530 5+540 5+560 5+570 5+580 5+59016

17

18

19

20

21

ELE

VA

TIO

N IN

ME

TE

RS

STATION ALONG U.S. ROUTE 1

SCALE: (AT P.A.G.)

PROFILE ALONG U.S. ROUTE 1

-0.50%

ELE

V. 19.1

53

ELE

V. 19.9

93

PV

T S

TA. 5+

597.2

14

PVI S

TA. 5+

543.7

52

U.S. ROUTE 1

EXISTING {

U.S. ROUTE 1

PROPOSED {

U.S. R

OU

TE 1

5+

560

161527.23747878.630

450

190

CLASS "F" CONCRETE 10

425

10

TEMPORARY EARTH RETAINING SYSTEM

WP4

WP5

WP6

WP7

WP8

WP9

R.J.E.

150

11,650

STA. 5+566

BOX CULVERT

{ PROPOSED DOUBLE PROTECTIVE FENCE (1.525M HIGH)

WP10

WP11

WP12

WP13

WP14

WP15

WP10 WP11 WP12

WP13 WP14

WP15

SOUTH END OF WEST APPROACH SLAB

{ U.S. ROUTE 1 AND END OF WEST APPROACH SLAB

NORTH END OF WEST APPROACH SLAB

SOUTH END OF EAST APPROACH

{ U.S. ROUTE 1 AND END OF WEST APPROACH SLAB

NORTH END OF EAST APPROACH SLAB

47884.849 161518.598

47889.039 161522.445

47900.858

47893.489 161515.234

161515.468

47903.873 161521.795

47903.068 161513.950

47906.474 161512.871

47873.409 161521.604

47881.236 161515.282

47889.062 161508.959

47884.825 161532.083

47892.652 161525.761

47900.478 161519.439

36

{ U.S. ROUTE 1 AND { RELOCATED SILVER BROOK

S-02.DGN

{ U.S. ROUTE 1 AND BEGIN BOX CULVERT

{ U.S. ROUTE 1 AND END BOX CULVERT

{ RELOCATED SILVER BROOK AND END TRANSITION WALL

{ RELOCATED SILVER BROOK AND PC BOX CULVERT

{ RELOCATED SILVER BROOK AND PT BOX CULVERTCO

NS

TR

UC

TIO

N {

2,480

WP16 47893.249 161512.043

END WW2

ANGLE POINT WW1

END WW1

END OF BARRIER ABOVE CULVERT

WP16

+1.459%

LVC = 109 924

BRIDGE DECK CONCRETE

MEMBRANE WATERPROOFING (COLD LIQUID ELASTOMERIC)

DRILLING HOLES AND GROUTING DOWELS

PROTECTION AND SUPPORT OF EXISTING UTILITIES

CHAMBER TO REMAIN

EXISTING JUNCTION

STRUCTURE EXCAVATION - EARTH (EXCLUDING COFFERDAM AND DEWATERING)

COFFERDAM AND DEWATERING 125

GRANULAR FILL

110

CU. M

S. M

EA.

CU. M

CU. M

CU. M

CU. M

CU. M

CU. M

M

M

M

KG

S. M

S. M

LS

SHOWN TO RETAIN THE ROADWAY FILL UNDER TRAFFIC LOADS.

THE CONTRACTOR SHALL PROVIDE SUPPORT OF EXCAVATION ALONG THE ROADWAY AND ADJACENT STRUCTURES AS9.

BE PAID FOR UNDER THE ITEM "900 MM X 600 MM ALUMINIZED CORRUGATED METAL PIPE" (HIGHWAY ITEM).

THE 900mm x 600mm ALUMINUM ARCH BYPASS PIPE USED TO DIVERT FLOW AS SHOWN ON THE PLANS SHALL8.

WATER" (HIGHWAY ITEM).

SANDBAGS USED TO DIVERT FLOW AS SHOWN ON THE PLANS SHALL BE PAID FOR UNDER THE ITEM "HANDLING7.

FULL.

TO CARRY A CLASS 53, INSULATED 410mm TR FLEX JOINT BYPASS WATER MAIN PIPE WEIGHING 2.672 kN/m WHEN

BY THE CONTRACTOR AS PER THE SPECIAL PROVISIONS. THE TEMPORARY WATER MAIN BRIDGE SHALL BE DESIGNED

SHEETS RWA-01, 02, 03 AND 04. THE TEMPORARY WATER MAIN BRIDGE SHALL BE DESIGNED, INSTALLED AND REMOVED

THE EXISTING SOUTH CENTRAL CT REGIONAL WATER AUTHORITY WATER MAIN WILL BE RELOCATED ACCORDING TO6.

BE PROVIDED BY THE "SOUTHERN CONNECTICUT GAS COMPANY".

THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL INSTALL SLEEVES UNDER THE CULVERT AND THE SLEEVES SHALL

THE EXISTING SOUTHERN CONNECTICUT GAS COMPANY MAIN WILL BE RELOCATED DURING CONSTRUCTION, PER5.

CONSTRUCTION METHODS, AND SHALL TAKE CARE SO AS NOT TO DAMAGE THE EXISTING UTILITIES.

WIRES WITH U.I. THE CONTRACTOR SHALL CONSIDER THE LOCATION OF THE OVERHEAD WIRES WHILE DEVELOPING

THE EXISTING OVERHEAD WIRES WILL BE RAISED VIA 17 m POLES. COORDINATE WORK ADJACENT TO OVERHEAD4.

UNDER THE FACILITY.

THE CONTRACTOR SHALL TAKE CARE AS NOT TO DAMAGE THE FACILITY WHILE MANEUVERING THE BOX CULVERTS

TO BE INSTALLED WITH THE CABLES IN THEIR APPROXIMATE EXISTING POSITION WITH TEMPORARY SUPPORTS.

DUE TO LIMITED SLACK PRESENT IN THE EXISTING CABLES, IT IS NECESSARY FOR THE BOX CULVERT SECTIONS3.

ASSOCIATED WITH THE AT&T LONG LINES AND FRONTIER FACILITIES.

AND APPROVED BY AT&T LONG LINES AND FRONTIER AND THE ENGINEER PRIOR TO COMMENCING ANY WORK

THE DESIGN OF THE STRUCTURE. THE CONTRACTOR'S DESIGN AND CONSTRUCTION METHODS SHALL BE REVIEWED

SPECIAL PROVISION "PROTECTION AND SUPPORT OF EXISTING UTILITIES". THE CONTRACTOR IS RESPONSIBLE FOR

PROVIDE TEMPORARY SUPPORT FOR ACTIVE AT&T LONG LINES AND FRONTIER CABLES IN ACCORDANCE WITH THE2.

OR COFFERDAMS ADJACENT TO THE UTILITY.

CONTRACTOR TO NOTIFY THE UTILITY PRIOR TO CONDUCTING ANY EXCAVATION OR INSTALLATION OF SHEETING1.

NOTES:

PERVIOUS STRUCTURE FILL

L.S.

04.03


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DEPARTMENT OF TRANSPORTATION



ORANGE 106-122

APPROVED BY:


REVISIONS

SHEET. NO.

PLOTTEDCADDDATE:

BORING S5 BORING S6

V.M.B.

E 161,526.7720

N 47,912.9365

E 161,534.4119

N 47,899.1353

R.J.E.

BORING S7

E 161,529.3551

N 47,883.4155

P.K.S.

P.K.S.

R.J.E.

S-03BRIDGE NO. 1882 OVER SILVER BROOK

STRUCTURE BORINGS LOGS

S-03.DGN04.04


TOWN:PROJECT TITLE:

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M. NORMAN



ORANGE 106-122

APPROVED BY:


REVISIONS

SHEET. NO.

PLOTTEDCADDDATE:

19

19

1818

19

19.4

20

G

GG

T

T

T

w

T

250

TIL

E

150

TIL

E

150 TILE

250

TIL

E

37

5

RC

P

250 P

VC

19

19

1818

19

19.4

20

G

GG

T

T

T

w

T

250

TIL

E

150

TIL

E

150 TILE

250

TIL

E

37

5

RC

P

250 P

VC

19

19

1818

19

23368

19.4

20

WTP-1A

WTP-2

A

WTP-1A

WTP-2

A

100 YR

100 YR

100

YR

100 YR

100 YR

100 YR

100 YR

100 YR

100

YR

100 YR

100 YR

100 YR

CONNECTICUT

COORDINATE GRID

SCALE: 1:130

LIMITS OF CONSTRUCTION

LEGEND:

1. DIVERT SILVER BROOK FLOW TO WEST BARREL OF NEWLY CONSTRUCTED CONCRETE BOX CULVERT.

STAGE 5 CONSTRUCTION

AND TO THE LIMITS SHOWN.

3. CONSTRUCT WEST BARREL OF NEW CONCRETE BOX CULVERT AND WEST WINGWALL AT THE LOCATION

2. RELOCATE TPCBC AND MAINTAIN 1 LANE OF TRAFFIC IN EACH DIRECTION IN 3 600mm LANES AS SHOWN.

1. MAINTAIN SILVER BROOK FLOW IN BYPASS PIPE.


TO THE LIMITS SHOWN.

3. CONSTRUCT WEST BARREL OF PROPOSED CONCRETE BOX CULVERT AT THE LOCATION AND




PROPOSED CONCRETE BOX CULVERT AT THE LOCATION AND TO THE LIMITS SHOWN.

3. CONSTRUCT WEST HALF OF PROPOSED CONCRETE JUNCTION CHAMBER AND WEST BARREL OF

2. MAINTAIN 1 LANE OF TRAFFIC IN EACH DIRECTION IN 3 600mm LANES AS SHOWN.



PROPOSED STAGE 2 CONSTRUCTION.

6. WITH SILVER BROOK FLOW DIVERTED, REMOVE REMAINING STRUCTURE COMPONENTS TO FACILITATE

5. DIVERT SILVER BROOK FLOW TO BYPASS PIPE.

4. CONSTRUCT BYPASS PIPE IN EAST BARREL OF EXISTING CULVERT.

CONSTRUCTION OF A BYPASS PIPE.

3. REMOVE CONCRETE TOP SLAB, AND STEEL GRATE FROM EXISTING STRUCTURE TO FACILITATE

2. DIVERT SILVER BROOK FLOW TO WEST BARREL OF EXIST. CULVERT.

1. PLACE TPCBC AND MAINTAIN 1 LANE OF TRAFFIC IN EACH DIRECTION IN 3 600mm LANES AS SHOWN.


P.K.S.

R.J.E.

STAGE 3 - PHASE II

CONNECTICUT

COORDINATE GRID

P.K.S.S-04

SCALE: 1:130

STAGE 3 - PHASE I

WORK ZONE

SILVER BROOK

TPCBC

STRUCTURE

TWIN MASONRY ARCH

APPROX. LIMITS OF EXIST.

3 3003 300

WORK ZONE

SILVER BROOK

TPCBC

STRUCTURE

TWIN MASONRY ARCH


3 3003 300

STRUCTURE

IN EAST BARREL OF EXIST.

ALUMINUM ARCH BYPASS PIPE

PLACE 900mm x 600mm

ABUTMENTS.

SLAB ON MASONRY

GRATE & CONCRETE

REMOVE EXIST. STEEL

STAGE 3 CONSTRUCTION, PHASE I

SEQUENCE OF OPERATIONS

STAGE 3 CONSTRUCTION, PHASE II

SEQUENCE OF OPERATIONS

(TYP.)

WETLAND LIMIT

(TYP.)

STAGE 3, PHASE I

INSTALLED IN

RETAINING SYSTEM

TEMPORARY EARTH

5+

600

5+

600

SEQUENCE)

CONSTRUCTON STAGING

SHEETS FOR ROADWAY

AND PROTECTION OF TRAFFIC

(TYP., SEE MAINTENANCE

PREVIOUSLY INSTALLED

STORM DRAINAGE PIPE

TYP.)

SYSTEM (@ CATCH BASIN,

SEDIMENTATION CONTROL

SEQUENCE)

CONSTRUCTON STAGING

SHEETS FOR ROADWAY

AND PROTECTION OF TRAFFIC

(TYP., SEE MAINTENANCE


STORM DRAINAGE PIPE

ABBREVIATIONS:

AUTHORITY

SOUTH CENTRAL CONNECTICUT REGIONAL WATER

ORDINARY HIGH WATER

SEDIMENTATION CONTROL SYSTEM

S.C.C.R.W.A.

O.H.W.

S.C.S.

(EL. 18.4)

O.H.W.

(EL. 18.4)

O.H.W.

TO BE RELOCATED

300mm GAS MAIN

EXIST. SCG CO.

CULVERT

OF PRECAST CONCRETE

INSTALL WEST CELL

JOINT

CONSTRUCTION

(TYP.)

BOUNDARY

FLOODPLAIN

FEMA 100-YEAR

PRE STAGE 3

EASEMENT (TYP.)

TEMPORARY CONSTRUCTION

EASEMENT (TYP.)


BRIDGE NO. 1882 OVER SILVER BROOK

S-04.DGN PLAN - ISTAGE CONSTRUCTION

(ROADWAY ITEM) (TYP.)

TEMPORARY 300mm PVC

UNDER TRAVELWAY

MAINTAIN EXIST. STRUCTURE

(TYP.)

WETLAND LIMIT

BOUNDARY (TYP.)

FLOODPLAIN

FEMA 100-YEAR

EASEMENT (TYP.)


EASEMENT (TYP.)


ABUTMENTS

MASONRY ARCH CULVERT &

REMOVE EXIST. WEST

UNDER TRAVELWAY


FROM EXISTING 375mm RCP

TO DIVERT DISCHARGE

TEMPORARY PVC PIPE

SLAB (C.I.P)

WALL AND BOTTOM

CHAMBER WEST

NEW TRANSITION

(TYP.)

RETAINING SYSTEM

TEMPORARY EARTH

TOP EL. = 18.0

FLOW (TYP.)

SANDBAGS TO DIVERT

TOP EL. = 18.0

(TYP.)

DIVERT FLOW

SANDBAGS TO

TOP EL. = 18.0

DIVERT FLOW

SANDBAGS TO

TOP EL. = 18.0

(TYP.)

DIVERT FLOW

SANDBAGS TO

WATER MAIN

TEMPORARY

WATER MAIN

TEMPORARY

CONSTRUCTION STAGING SEQUENCE)

OF TRAFFIC SHEETS FOR ROADWAY

(TYP., SEE MAINTENANCE AND PROTECTION

CATCH BASIN TO BE INSTALLED IN STAGE 4













TYP.)



COFFERDAM AND DEWATERINGPHASE I.

6. MAINTAIN ONE (1) LANE OF TRAFFIC IN EACH DIRECTION AS SHOWN IN STAGE 3,

CONTRUCTION JOINT & WEST WALL.

TRANSITION CHAMBER REINFORCED CONCRETE FOUNDATION TO LIMITS OF

5. PLACE WEST HALF OF PRECAST CONCRETE CULVERT SECTIONS & CONSTRUCT NEW

CONNECTICUT GAS COMPANY".

4. INSTALL WEST HALF OF 400 mm STEEL GAS SLEEVE PROVIDED BY THE "SOUTHERN

INSTALL COFFERDAM AND DEWATERING.3.

ABUTMENTS.

2. REMOVE WEST HALF OF TWIN MASONRY ARCH CULVERT AND WEST MASONRY

PIPE.

RELOCATE SANDBAGS AS SHOWN AND DIVERT SILVER BROOK FLOW TO BYPASS 1.

TEMPORARY EARTH RETAINING SYSTEMSAND BAGS AND BYPASS PIPE IN EAST HALF OF EXIST. STRUCTURE.

PLACE TEMPORARY DEWATERING AND SEDIMENTATION BASIN, DEWATERING PUMP, 7.

(EXIST. JUNCTION CHAMBER WALLS AND FLOOR SLAB TO REMAIN).

FACILITATE PLACEMENT OF BYPASS PIPE ON THE EAST SIDE OF EXIST. CULVERT

6. REMOVE CONCRETE TOP SLAB, AND STEEL GRATE FROM EXIST. STRUCTURE TO

STRUCTURE AND SANDBAGS TO DIVERT FLOW AS SHOWN ON THE PLAN.

PLACE 900mm X 600mm ALUMINUM ARCH BYPASS PIPE IN EAST BARREL OF EXIST. 5.


PAVEMENT.

3. PLACE TEMPORARY EARTH RETAINING SYSTEM AS NECESSARY TO SUPPORT ROUTE 1

TO BE DEACTIVATED DURING STAGE 3.

2. COORDINATE WITH GAS COMPANY ON RELOCATION OF GAS MAIN. EXIST. GAS MAIN

LANES AS SHOWN.

1. PLACE TPCBC AND MAINTAIN 1 LANE OF TRAFFIC IN EACH DIRECTION IN 3 300 mm

PERMITS.

WORK TO BE PERFORMED IN ACCORDANCE WITH CONDITIONS OF ENVIRONMENTAL 2.

UNDER THE ITEM "FURNISHING AND INSTALLING TEMPORARY WATER MAIN CROSSING".

BRIDGE TO SUPPORT THE TEMPORARY WATER MAIN. THIS WORK IS TO BE PAID FOR

1. DURING STAGE 1 (SEE HIGHWAY PLANS) CONTRACTOR SHALL INSTALL THE TEMPORARY

04.05


TOWN:PROJECT TITLE:

DRAFTER:

PROJECT NO.:

DRAWING NO.:

SHEET NO.:

DESIGNER:

CHECKED BY:

DATE CHECKED:


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M. NORMAN



ORANGE 106-122

APPROVED BY:


REVISIONS

SHEET. NO.

PLOTTEDCADDDATE:

19

19

1818

19

19.4

20

19

19

1818

19

19.4

20

G

GG

T

T

T

w

T

250

TIL

E

150

TIL

E

150 TILE

250

TIL

E

37

5

RC

P

250 P

VC

G

GG

T

T

T

w

T

250

TIL

E

150

TIL

E

150 TILE

250

TIL

E

37

5

RC

P

250 P

VC

100 YR

100 YR

100

YR

100 YR

100 YR

100 YR

100 YR

100 YR

100

YR

100 YR

100 YR

100 YR

WTP-1A

WTP-2

A

WTP-1A

WTP-2

A

CONNECTICUT

COORDINATE GRID

SCALE: 1:130



























CONNECTICUT

COORDINATE GRID

SCALE: 1:130

STAGE 4 - PHASE I

STAGE 3 - PHASE III

TOP SLAB (C.I.P.)

EAST WALL, CENTER WALL &

REMAINING BOTTOM SLAB,

NEW TRANSITION CHAMBER

(TYP.)

WETLAND LIMIT


LEGEND:

STAGE 3 CONSTRUCTION, PHASE III

SEQUENCE OF CONSTRUCTION:

STAGE 4 CONSTRUCITON, PHASE I

SEQUENCE OF CONSTRUCTION:

5+

600

5+

600

ABBREVIATIONS:

AUTHORITY

SOUTH CENTRAL CONNECTICUT REGIONAL WATER

ORDINARY HIGH WATER


S.C.C.R.W.A.

O.H.W.

S.C.S.

BOUNDARY (TYP.)

FLOODPLAIN

FEMA 100-YEAR

NOT TO SCALE

1.51

IN STAGE 4 PHASE I

UNDER CONSTRUCTION

CULVERT SECTION

PRECAST CONCRETE

(EL. 18.4)

O.H.W.

(EL. 18.4)

O.H.W.

750

S-05

TPCBC

SILVER BROOK

3 300

3 300

WORK ZONE

(TYP.)

RETAINING SYSTEM

TEMPORARY EARTH

CULVERT

STREAM FLOW TO WEST

STRUCTURE AND DIVERT


REMOVE BYPASS PIPE

EASEMENT (TYP.)


(TYP.)


STORM DRAINAGE PIPE

SLAB (TYP.)

CONSTRUCT APPROACH

DECK

CONSTRUCT REINF. CONCRETE

PRECAST CULVERT &

INSTALL EAST CELL OF

(INSTALLED IN STAGE 3, PHASE II)

WEST CELL OF CONCRETE CULVERT

STRUCTURE

TWIN MASONRY ARCH


3 300

WORK ZONE

3 300

(TYP.)

RETAINING SYSTEM

TEMPORARY EARTH

EASEMENT (TYP.)


WINGWALL WW1

REINFORCED CONCRETE

CONSTRUCT NEW

(TYP.)


STORM DRAINAGE PIPE

IN WEST BARREL

REMOVE BYPASS PIPE


P.K.S

P.K.S / J.G.V

R.J.E

S-05.DGN PLAN - II

STAGE CONSTRUCTION


TEMPORARY 300mm PVC

DIVERT STREAM FLOW

NEW STRUCTURE AND

WEST BARREL OF EXIST. &

PLACE BYPASS PIPE IN

BOUNDARY (TYP.)

FLOODPLAIN

FEMA 100-YEAR

NO. S-09)

UNDER TRAVELWAY (SEE DWG.


EASEMENT

TEMPORARY CONSTRUCTIONEASEMENT


1.5

1

ABUTMENTS & WINGWALLS

EXIST. TWIN MASONRY ARCH CULVERT,

REMOVE REMAINING WEST HALF OF

RELOCATE 500 mm WATER MAIN

HALF OF CONCRETE CULVERT

OUTLET PIPE TO NEW WEST

COMPLETE CONNECTION OF

CONCRETE CULVERT

INSTALL WEST CELL OF

(TYP.)

WETLAND LIMIT

RETAINING SYSTEM)

(OR TEMPORARY EARTH

-

ASECTION

BED (EL. 17.39|)

APPROX. STREAM

S-06)

(SEE DETAIL ON DWG. NO.

IN STAGE 4 PHASE I

WATER DIVERSION

SANDBAGS FOR

TOP EL. = 18.0

(TYP.)

DIVERT FLOW

SANDBAGS TO

TOP EL. = 18.0

FLOW (TYP.)

SANDBAGS TO DIVERT

AND ABUTMENTS

MASONRY ARCH CULVERT

REMOVE EXIST. TWIN

STREAM FLOW



PLACE BYPASS PIPE

TPCBC

TOP EL. = 18.0

FLOW (TYP.)

SANDBAGS TO DIVERT

TOP EL. = 18.0

FLOW (TYP.)

SANDBAGS TO DIVERT

SILVER BROOK

WATER MAIN

TEMPORARY

WATER MAIN

TEMPORARY

(TYP.)

INSTALLED IN STAGE 4

CATCH BASIN TO BE

TYP.)



TYP.)



COMPLETE CONNECTION OF EXIST. 375mm RCP

EXIST. 375mm RCP

PVC PIPE TO DIVERT CONVEYANCE FROM

CATCH BASIN TO BE INSTALLED

DEWATERING

COFFERDAM AND

ACTIVATE GAS MAIN.

COORDINATE WITH GAS COMPANY TO COMPLETE GAS MAIN RELOCATION AND 8.

7. MAINTAIN ONE (1) LANE OF TRAFFIC IN EACH DIRECITON AS SHOWN.

REINFORCED CONCRETE DECK AND APPROACH SLABS.

CENTER WALL, BOTTOM SLAB OF EAST WALL, TOP REINFORCED CONRETE SLAB,

REMAINING FOOTING OF NEW TRANSITION CHAMBER, REINFORCED CONCRETE

6. PLACE EAST HALF OF PRECAST CONCRETE CULVERT SECTIONS AND CONSTRUCT

CONNECTICUT GAS COMPANY".

5. INSTALL EAST HALF OF 400 mm STEEL GAS SLEEVE PROVIDED BY THE "SOUTHERN


MASONRY ARCH CULVERT AND EAST MASONRY ABUTMENTS.

3. REMOVE BYPASS PIPE IN EAST BARREL AND REMOVE EAST HALF OF TWIN

2. DIVERT FLOW TO THE BYPASS PIPE PLACED IN THE WEST HALF OF CULVERT.

PUMP AND SANDBAGS AND PLACE BYPASS PIPE IN WEST HALF OF CULVERT.

1. RELOCATE TEMPORARY DEWATERING AND SEDIMENTATION BASIN, DEWATERING

A

-

@ CULVERT

FRONTIER CABLES

AT&T LONG LINES AND

TEMPORARILY SUPPORT

ORDERED BY THE ENGINEER)

FILL, EL. 16.4| OR AS

(BOTTOM OF GRANULAR

BOTTOM OF EXCAVATIONPROVIDE TEMPORARY PIPE AS NECESSARY TO MAINTAIN EXISTING DRAINAGE.8.

CONSTRUCT REINFORCED CONCRETE WINGWALL WW1.

7. PLACE REMAINING PORTIONS OF WEST HALF OF CONCRETE CULVERT SECTIONS AND


CULVERT, ABUTMENTS AND WINGWALLS.

5. REMOVE REMAINING PORTIONS OF WEST HALF OF EXIST. TWIN MASONRY ARCH

4. REMOVE BYPASS PIPE IN THE WEST CULVERT.

mm WATER MAIN TO PERMANENT LOCATION ALONG PARAPET.

3. TEMPORARILY SUPPORT AT&T LONG LINES AND FRONTIER CABLES AND RELOCATE 500

HALF OF CULVERT.

AND SANDBAGS AND PLACE BYPASS PIPE IN EAST HALF AND DIVERT FLOW TO EAST

2. RELOCATE TEMPORARY DEWATERING AND SEDIMENTATION BASIN, DEWATERING PUMP

LANES AS SHOWN.

1. PLACE TPCBC AND MAINTAIN 1 LANE OF TRAFFIC IN EACH DIRECTION IN 3 300 mm

RETAINING SYSTEM

TEMPORARY EARTH

04.06


TOWN:PROJECT TITLE:

DRAFTER:

PROJECT NO.:

DRAWING NO.:

SHEET NO.:

DESIGNER:

CHECKED BY:

DATE CHECKED:


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J. SHERWONITU.S. ROUTE 1 OPERATIONAL LANES


ORANGE 106-122

APPROVED BY:


REVISIONS

SHEET. NO.

PLOTTEDCADDDATE:

19.4

G

GG

T

T

T

w

T

250

TIL

E

150

TIL

E

150 TILE

250

TIL

E

37

5

RC

P

250 P

VC

100 YR

100 YR

100

YR

100 YR

100 YR

100 YR

WTP-1A

WTP-2

ABRIDGE NO. 1882 OVER SILVER BROOK


LEGEND:



























P.K.S.

R.J.E.

CONNECTICUT

COORDINATE GRID

SCALE: 1:130

S-06

WORK ZONE

3 3003 300

(TYP.)

RETAINING SYSTEM

TEMPORARY EARTH

CULVERT SECTIONS

STREAM FLOW TO NEW



REMOVE BYPASS PIPE

STAGE 4 - PHASE II

NOT TO SCALE

TARP LINING

SANDBAGS (TYP.)

STREAM BED

SANDBAGS DETAIL (TYPICAL FOR ALL STAGES)

EASEMENT (TYP.)


WETLAND LIMIT (TYP.)

(TYP.)

FLOODPLAIN BOUNDARY

FEMA 100-YEAR

(STAGE 4 CONSTRUCTION, PHASE II)

SEQUENCE OF CONSTRUCTION

5+

600

INSTALLED OUTLET PIPE

PREVIOUSLY INSTALLED (TYP.)

STORM DRAINAGE PIPE

CATCH BASIN PREVIOUSLY INSTALLED (TYP.)

(@ CATCH BASIN, TYP.)


JOINT

CONSTRUCTION

(EL. 18.4)

O.H.W.

(MIN.)

300 mm

P.K.S. / J.G.V

S-06.DGN PLAN - III

STAGE CONSTRUCTION


PLUG TEMPORARY 300mm PVC ARCH CULVERT

EXIST. TWIN MASONRY

PORTIONS OF EAST HALF OF

REMOVE REMAINING

CONCRETE DECK

AND CONSTRUCT REINFORCED

CONCRETE CULVERT SECTIONS


SILVER BROOK

RETAINING SYSTEM)

TEMPORARY EARTH

(AFTER REMOVAL OF

(TYP.)

CONSTRUCT APPROACH SLAB

EASTMENT


TOP EL. = 18.0

FLOW (TYP.)

SANDBAGS TO DIVERT

TPCBC

TOP EL. = 18.0

FLOW (TYP.)

SANDBAGS TO DIVERT

TOP EL. = 18.0

STAGES = 17.7

SURFACE EL. OF ALL

MAX. TEMPORARY WATER

(S.C.C.R.W.A.)

MAIN BRIDGE

OF TEMPORARY WATER

APPROX. LOCATION

EXIST. 375mm PIPE CONNECTION

PIPE

CONNECTION OF OUTLET

INSTALLED AND COMPLETE

CATCH BASIN TO BE

COFFERDAM AND DEWATERING

RELOCATED ON NEW CULVERT

PLACE DURING CONSTRUCTION AND

TELEPHONE CABLES TO BE SUPPORTED IN

MULTI-TILED AT&T LONG LINES

APPROXIMATE LOCATION OF 24 EXIST.

REMOVE TEMPORARY WATER MAIN AND BRIDGE.8.

CONSTRUCT REINFORCED CONCRETE DECK AND APPROACH SLABS.7.

PLACEMENT OF SLAB.

PLACE AT&T LONG LINES CABLES IN FINAL CONFIGURATION ABOVE CULVERT PRIOR TO 6.

PLACE REMAINING SECTION OF RELOCATED WATER MAIN.5.

REINFORCED CONCRETE WINGWALL "WW2".

PLACE REMAINING PORTIONS OF EAST HALF OF CONCRETE CULVERT SECTIONS & CONSTRUCT 4.


MASONRY ARCH CULVERT.

REMOVE BYPASS PIPE IN EAST BARREL AND REMAINING PORTIONS OF EAST HALF OF TWIN 2.

SANDBAGS AND DIVERT FLOW TO WEST HALF OF CULVERT.

RELOCATE TEMPORARY DEWATERING AND SEDIMENTATION BASIN, DEWATERING PUMP, AND 1.

TEMPORARY EARTH RETAINING SYSTEM

04.07


TOWN:PROJECT TITLE:

DRAFTER:

PROJECT NO.:

DRAWING NO.:

SHEET NO.:

DESIGNER:

CHECKED BY:

DATE CHECKED:


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ORANGE 106-122

APPROVED BY:


REVISIONS

SHEET. NO.

PLOTTEDCADDDATE:




























P.K.S.

R.J.E.

S-07J.G.V.

OR TOP OF EXCAVATION

BOTTOM OF ROADWAY SUBBASE

SCALE: 1:20



BOX CULVERT


SCALE: 1:20

SCALE: 1:20

1.5

1 1

1.5

1.5

1

1

1.5

1

1.51.5

1

0.12 CMS

2-YEAR FREQUENCY DISCHARGE

TEMPORARY DESIGN DISCHARGE

TEMPORARY DESIGN FREQUENCY

0.24 CMS

6.37 CMS

0.48 CMS

REQ'D)

SKIDS (AS EXCAVATION

SUBBASE OR TOP OF

BOTTOM OF ROADWAY

STRUCTURE

MASONRY ARCH

REMOVE EXIST. EAST

AVERAGE DAILY FLOW (ADF)

AVERAGE SPRING FLOW (ASF)

2 x ASF

DOWNSTREAM EL. 17.52

UPSTREAM EL. 17.62

TEMPORARY WATER SURFACE


UPSTREAM EL. 17.70



UPSTREAM EL. 17.70


AND MASONRY ABUTMENTS

REMOVE EXIST. CONCRETE SLAB

SCALE: 1:20

1.5

1 1

1.5

SANDBAGS TO DIVERT FLOW


UPSTREAM EL. 17.62


SCALE: 1:20



BOX CULVERT


LIMIT OF EXCAVATION

1

1.5

1.5

1


UPSTREAM EL. 17.70


SCALE: 1:20

1

1.51.5

1


UPSTREAM EL. 17.70




EL. 16.4

EL. 16.4

EL. 16.4

EL. 16.4

EXCAVATION

LIMIT OF

TEMPORARY HYDRAULIC DATA

STRUCTURE


ARCH BYPASS PIPE & SKIDS

REMOVE 900x600 ALUMINUM

LIMIT OF EXCAVATION

LIMIT OF EXCAVATION

ARCH STRUCTURE

REMOVE EXIST. WEST MASONRY

LIMIT OF EXCAVATION ON TOP OF SKIDS.

BARREL OF NEW STRUCTURE

ARCH BYPASS PIPE IN WEST

PLACE 900x600 ALUMINUM

LIMIT OF EXCAVATION

ON TOP OF SKIDS.

BARREL OF NEW STRUCTURE

ARCH BYPASS PIPE IN WEST




NEW GAS MAIN SLEEVE

APPROX. LOCATION OF

NEW GAS MAIN SLEEVE

APPROX. LOCATION OF

NEW GAS MAIN SLEEVE

APPROX. LOCATION OF

NEW GAS MAIN SLEEVE

APPROX. LOCATION OF

ON TOP OF 150mm SKIDS.

BARREL OF EXIST. STRUCTURE

BYPASS PIPE IN EAST ARCH


BOX CULVERT


150mm SKIDS.

EXIST. STRUCTURE ON TOP OF

BYPASS PIPE IN EAST BARREL OF

PLACE 900x600 ALUMINUM ARCH

STRUCTURE

EAST BARREL OF EXIST.

ARCH BYPASS PIPE & SKIDS IN


S-07.DGN DETAILS - I

STAGE CONSTRUCTION

(300mm MIN.)

VARIES

(300mm MIN.)

VARIES

(300mm MIN.)

VARIES

(300mm MIN.)

VARIES

THRU ARCH SECTION - STAGE 3 - PHASE I

THRU ARCH SECTION - STAGE 3 - PHASE II

THRU ARCH SECTION - STAGE 3 - PHASE III

THRU SLAB SECTION - STAGE 3 - PHASE I

THRU SLAB SECTION - STAGE 3 - PHASE II

THRU SLAB SECTION - STAGE 3 - PHASE III

REMOVE DEMOLITION SHIELD

INSTALL EAST CELL OF BOX CULVERT

SHIELD

REMOVE DEMOLITION

S-09)

SHIELD (SEE DWG. NO.

PLACE DEMOLITION

(SEE DWG. NO. S-09)

PLACE DEMOLITION SHIELD

FREQUENCY IS EXCEEDED DURING THE CONSTRUCTION DURATION.

THE CONSTRUCTION SITE MAY BECOME FLOODED IF THAT STORM

DESIGN DISCHARGE FLOW AND, THEREFORE, IT IS POSSIBLE THAT

THE TEMPORARY PIPES ARE SIZED TO ACCOMODATE THE TEMPORARY4.

ALL SECTIONS ARE SHOWN LOOKING DOWNSTREAM.3.

DISCHARGE FLOW.

CONSTRUCTION SHOWN ARE BASED ON THE TEMPORARY DESIGN

TEMPORARY WATER SURFACE ELEVATIONS FOR EACH STAGE OF2.

SEE SECTIONS ON THIS SHEET.

FOR TEMPORARY WATER SURFACE ELEVATION AT EACH STAGE1.

NOTES:

GRANULAR FILL

GRANULAR FILL

GRANULAR FILL

GRANULAR FILL

04.08


TOWN:PROJECT TITLE:

DRAFTER:

PROJECT NO.:

DRAWING NO.:

SHEET NO.:

DESIGNER:

CHECKED BY:

DATE CHECKED:


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ORANGE 106-122

APPROVED BY:


REVISIONS

SHEET. NO.

PLOTTEDCADDDATE:




























P.K.S.

R.J.E.

S-08J.G.V.

1.5

1

1

1.5

SCALE: 1:20

LIMIT OF EXCAVATION



BOX CULVERT


AND MASONRY ABUTMENTS

REMOVE EXIST. CONCRETE SLAB

SCALE: 1:20

1

1.51.5

1

LIMIT OF EXCAVATION OR TOP OF EXCAVATION


BOX CULVERT


ON TOP OF 150mm SKIDS.


PLACE BYPASS PIPE IN EAST


UPSTREAM EL. 17.69



UPSTREAM EL. 17.64


1

1.5

1.5

1

SCALE: 1:20


UPSTREAM EL. 17.69


1

1.5

1.5

1

LIMIT OF EXCAVATION

BOX CULVERT




SCALE: 1:20

ARCH STRUCTURE

REMOVE EXIST. EAST MASONRY

REMOVE DEMOLITION SHIELD


UPSTREAM EL. 17.64


SHIELD

REMOVE DEMOLITION

EL. 16.4

EL. 16.4EL. 16.4

EL. 16.4

STRUCTURE





BYPASS PIPE & SKIDS IN WEST

REMOVE 900x600 ALUMINUM ARCH


BYPASS PIPE & SKIDS IN WEST

REMOVE 900x600 ALUMINUM ARCH

EXCAVATION

LIMIT OF

BOX CULVERT


ARCH STRUCTURE

REMOVE EXIST. WEST MASONRY



150mm SKIDS.

EXIST. STRUCTURE ON TOP OF

BYPASS PIPE IN EAST BARREL OF

PLACE 900x600 ALUMINUM ARCH

STRUCTURE




DETAILS - II

STAGE CONSTRUCTION

S-08.DWG

VARIES (300mm MIN.)

(300mm MIN.)

VARIES

(300mm MIN.)

VARIES

VARIES (300mm MIN.)

THRU ARCH SECTION - STAGE 4 - PHASE I

THRU ARCH SECTION - STAGE 4 - PHASE II

THRU SLAB SECTION - STAGE 4 - PHASE I

THRU SLAB SECTION - STAGE 4 - PHASE II

SYSTEM AT UPSTREAM END)

(OR TEMPORARY EARTH RETAINING

(SEE DWG. NO. S-09)


(SEE DWG. NO. S-09)


ALL SECTIONS ARE SHOWN LOOKING DOWNSTREAM.3.

DISCHARGE FLOW.

CONSTRUCTION SHOWN ARE BASED ON THE TEMPORARY DESIGN

TEMPORARY WATER SURFACE ELEVATIONS FOR EACH STAGE OF2.

SEE SECTIONS ON THIS SHEET.

FOR TEMPORARY WATER SURFACE ELEVATION AT EACH STAGE1.

NOTES:

BE DESIGNED BY THE CONTRACTOR

TEMPORARY SUPPORT OF UTILITIES TO

GRANULAR FILL



GRANULAR FILL



GRANULAR FILL



GRANULAR FILL

04.09


1 875mm600600

PAY LIMIT OF STRUCTURE EXCAVATION

300 300

2 400 (TYP.)

1 500 (T

YP.)

600 (TYP.)


PAY LIMIT OF STRUCTURE EXCAVATION

300

TOWN:PROJECT TITLE:

DRAFTER:

PROJECT NO.:

DRAWING NO.:

SHEET NO.:

DESIGNER:

CHECKED BY:

DATE CHECKED:


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ORANGE 106-122

APPROVED BY:


REVISIONS

SHEET. NO.

PLOTTEDCADDDATE:

TYPICAL CROSS SECTION

P.K.S.

P.K.S.

BRIDGE NO. 1882 - SILVER BROOKS-09

1.5

1

CONSTRUCTION DETAILS

SCALE: 1:10

(TYP.)

45°FILLET

SYM. ABOUT {

SEE NOTE 1

1.5

1

WINGWALL

TYPICAL CULVERT SECTION

EXISTING MASONRY ARCH

SUBBASE

BOTTOM OF ROADWAY

EXIST. GRADE

SCALE: 1:25

R.J.E.

(SEE NOTE 2)

25 JOINT

BOTTOM OF EXCAVATION

AREA

OBTRUDES WITHIN THIS

UNDISTURBED MATERIAL

SLOPE LINE EXCEPT WHERE

OR EXIST. FEATURE


AREA

OBTRUDES WITHIN THIS

UNDISTURBED MATERIAL

SLOPE LINE EXCEPT WHERE

(TYP.)

APPROACH SLAB

NOT TO SCALE

S-09.DWG

DEMOLITION SHIELD



WILL TIGHTLY FILL THE ENTIRE JOINT.

ENOUGH WATER SO THAT AFTER IT IS DRAINED AWAY THE SAND

SHALL BE FILLED BY "FLOATING" SAND INTO IT. USE ONLY

AFTER PLACING CAST-IN-PLACE NOSE SECTIONS, THIS JOINT 2.

600 mm (FROM TOP OF BOX TO WEARING SURFACE).

WITH A POURABLE SEALANT WHEN COVER IS LESS THAN

CUT OVERLAY WITH A 20 mm x 45 mm DEEP KERF AND FILL1.

NOTES:

"REMOVAL OF EXISTING MASONRY".

THE CONTRACTOR. SEE SPECIAL PROVISION

DEMOLITION SHIELD SHALL BE DESIGNED BY

SEE DWG. NOS. S-07 & S-08

TEMPORARY WATER FLOW ELEVATION

ARCH BYPASS PIPE

900x600 ALUMINUM

GRANULAR FILL

VARIES (300mm MIN.)

300 mm GRANULAR FILL

STRUCTURE FILL

LIMITS OF PERVIOUS

PERVIOUS STRUCTURE FILL

PE

RVIO

US

ST

RU

CT

UR

E FILL

04.10


19 100

2 387 2 387 2 387 2 387 2 387 2 387 2 3872 387

2 325

25 JOINT

797

1 192

99°

797

1 590

2 008

380

100

TOWN:PROJECT TITLE:

DRAFTER:

PROJECT NO.:

DRAWING NO.:

SHEET NO.:

DESIGNER:

CHECKED BY:

DATE CHECKED:


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M. NORMAN



ORANGE 106-122

APPROVED BY:


REVISIONS

SHEET. NO.

PLOTTEDCADDDATE:

P.K.S.


S-10

5+560

SIL

VE

R

BR

OO

K

CONNECTICUT

COORDINATE GRID

OPENING OPENING

WW1

WW

2

(TYP.)

(TYP.)

TOP SLAB OF CULVERT

{ US ROUTE 1

9 950

30586

127

180

815

660

702

457

356

585

CULVERT

TOP OF

67

#19 @ 300

P.K.S. / J.G.V.

JOINT BETWEEN

CULVERT SECTION

(TYP.)

LONGITUDINAL

JOINT (TYP.)

C.I.P. PARAPET

5+580

SCALE: 1:100

PLAN

(EPOXY COATED)

#16 @ 300

(TYP.)

25x25 BEVEL

SCALE: 1:25

HALF SECTION OF BRIDGE

TOP OF BOX CULVERT

(TYP.)

#16 (TYP.)

#16 @ 300

BOX CULVERT

BOTTOM SLAB OF

CUTOFF WALL

RETURN WALL

1 070

{ TWIN CELL BOX CULVERT

{ SILVER BROOK STA. 10+000

{ U.S. ROUTE 1 STA. 5+566

1 195

2 400

{ SILVER BROOK

LA

P

R.J.E.

NOTE:

COATED)

(EPOXY

#19 @ 300 CONSTRUCTION JOINT

COVER

50 mm

COVER

63 mm

(NORTH HALF OF BRIDGE ONLY)

2 642| TROUGH (AS REQUIRED BY AT&T)

{ WEST CELL OF

BOX CULVERT

{ EAST CELL OF

BOX CULVERT

TRANSITION

CHAMBER

2 400

HWY DWG. NO. DRN-01

FOR ELEVATION SEE

450mm RCP

375

PROTECTIVE FENCE (1.525M HIGH)

-

B

1 205

-

B

SCALE: 1:25

HEADWALL SECTION

PROPOSED CB

CULVERT DETAILS - IPRECAST CONCRETE BOX

-

C

EL. 19.58 (AT

CROWN ALONG

{ OF CULVERT)

EL. 19.35 (ALONG

{ OF CULVERT)

{

U.S. R

OU

TE 1

C

-

CONSTRUCTION JOINT

S-10.DWG


(T & B)

#16 @ 300

10 - #22

FIELD VERIFIED

LOCATION TO BE

EXIST. 375mm RCP

0.07MPaNET ALLOWABLE PRESSURE AT THE SERVICE LIMIT STATE

0.67MPaFACTORED BEARING RESISTANCE AT STRENGTH LIMIT

CULVERT

FOUNDATION PRESSURES:

STRAIGHT SEGMENTS BETWEEN HORIZONTAL ANGLE CHANGES.

PRECAST BOX CULVERT RADIAL CURVE SHALL BE APPROXIMATED BY EQUAL

PLACE DURING CONSTRUCTION

TEMPORARILY SUPPORTED IN

FRONTIER CABLES TO BE

PLACE DURING CONSTRUCTION

TEMPORARILY SUPPORTED IN

AT&T LONG LINES CABLES TO BE


04.11


150

600 300

3 EQUAL SPACES

75

300

920

300

75

75

4040

75

75

375

BUILD-OUT WIDTH TO BE DETERMINED BY

25 JOINT

50

100

300

150

75 mm COVER

920

99°

10 - #

16

2 - #

16

@

300

WIT

H IN

SE

RTS

TOWN:PROJECT TITLE:

DRAFTER:

PROJECT NO.:

DRAWING NO.:

SHEET NO.:

DESIGNER:

CHECKED BY:

DATE CHECKED:


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ORANGE 106-122

APPROVED BY:


REVISIONS

SHEET. NO.

PLOTTEDCADDDATE:

P.K.S.

J.G.V.


S-11

300

300

EXTERIOR FACE OF BOX CULVERT

(T

YP.)

INLET: EL 17.39

EXTERIOR FACE OF BOX CULVERT

INLET: EL 17.39

CUTOFF WALL

REAR FACE OF

2-#16 1502-#16

(TYP.)

OF RETURN WALL

#16 EACH FACE

1

1 (T

YP.)

300

(5

EA

CH

FA

CE)

300

E

-

300

WA

LL

BA

RS IN

CU

TO

FF

TO

LO

NGIT

UDIN

AL

NOSE FOOTING

#16

IN

TO

CU

LV

ER

T SID

EW

ALLD

-

OF CULVERT

BOTTOM SLAB

OF CULVERT

BOTTOM SLAB

(TYP.)

GROUT #16 INTO FOOTING

DRILL 50 mm DIA. HOLES AND

#16THREADED END (TYP.)

#16 @ 300 WITH

@ 300 INTO SIDEWALL (TYP.)

CAST THREADED INSERTS

NOSE FOOTING

CONTRACTOR (TYP.)

TO BE DETERMINED BY THE

CULVERT SIDEWALL THICKNESS#16 LONGITUDINAL BARS

FOR REINFORCING ON SHOP PLANS.

THE CONTRACTOR. PROVIDE DIMENSIONS

#16 BAR (TYP.)

DIFFERENCE

25 MAXIMUM

SANDCUTOFF WALL

5+580

5+560

|31.5°

CONNECTICUT

COORDINATE GRID

SCALE: 1:20 SCALE: 1:20

SCALE: 1:100

CUTOFF AND RETURN WALL LAYOUT

SCALE: 1:10

LONGITUDINAL JOINT DETAIL

SCALE: 1:20

BOTTOM SLAB OF CULVERT

RETURN WALL BEYOND

OF BOTTOM SLAB

SHALL ALIGN WITH EDGE

EDGE OF CUTOFF WALL

{ SILVER BROOK

RETURN WALL

RETURN WALL

CUTOFF WALL

BOX CULVERT (TYP.)

SIL

VE

R

BR

OO

K

NOSE

C.I.P. BETWEEN SECTIONS

{ LONGITUDINAL JOINT

INSTALLING ANCHOR BAR.

HOLE WITH NON-SHRINK GROUT AFTER

BOTTOM SLAB OF END UNIT. FILL

CAST 75 mm DIA. HOLE @ 450 mm IN

BOTTOM SLAB.

CENTER ANCHOR BAR IN HOLE IN

END UNIT. USE NON-SHRINK GROUT.

INTO CUTOFF WALL AFTER PLACING

#19 @ 450 mm LONG ANCHOR BAR

DRILL 50 mm DIA. HOLE AND GROUT

(TYP.)

75 mm COVERCUTOFF WALL

CAST MONOLITHICALLY WITH

450 mm WIDE RETURN WALL

JOINT SEAL

13 mm X 13 mm

JOINT SEAL

13 mm X 13 mm

SEAL ALL AROUND

13 mm X 13 mm JOINT

(MIN)

50 mm COVER

(TYP.)

75 mm COVER

NOSE

CUTOFF WALL RETURN WALL

NOSE AND FOOTING DETAIL

LONGITUDINAL JOINT

R.J.E.

LA

P

US

E 300

mm

(TYP.)

LAP

TOP (10:1 MAX SLOPE)

GROUT AND FEATHER

JOINT WITH NON-SHRINK

FILL TOP 50 mm OF

S-11.DGN

#13 @300

-

DSECTION

-

ESECTION

{

U.S. R

OU

TE 1

CULVERT DETAILS - IIPRECAST CONCRETE BOX

SCALE: 1:10 SCALE: 1:10

OUTLET: EL 17.26 OUTLET: EL 17.26

3 - #16 BARS

LE

NG

TH

10 - #

16 F

ULL

LA

PP

ED

3 - #

16

AS ORDERED BY THE ENGINEER

PLACE 300 mm THICK GRANULAR FILLAS ORDERED BY THE ENGINEER

PLACE 300 mm THICK GRANULAR FILL

ENGINEER

FILL AS DIRECTED BY THE

PLACE 300 mm THICK GRANULAR

04.12


1 194

500235

3 585

3 585 MEASURED ALONG FACE OF WALL

406

2 100

#16 @ 300 (T&B)

800

LI

MITS

OF

DA

MPP

RO

OFIN

G

500

LI

MITS

OF

DA

MPP

RO

OFIN

G

300

300

500

585

1 000

75mm COVER

CO

VE

R

75

mm

CO

VE

R

75

mm

(TYP.)

COVER

75mm

CO

VE

R

75

mm

1 415

3 000 500

3 513

163

300

1 194

900

560

120°

60°

406

2 100

6 500

1 415

90°

100

1 000

200

#16 @ 300 (T&B)

3 000

900

75mm COVER

75 (T

YP.)

75

300

300

600

TOWN:PROJECT TITLE:

DRAFTER:

PROJECT NO.:

DRAWING NO.:

SHEET NO.:

DESIGNER:

CHECKED BY:

DATE CHECKED:


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ORANGE 106-122

APPROVED BY:


REVISIONS

SHEET. NO.

PLOTTEDCADDDATE:

P.K.S.

J.G.V.


CO

NN

EC

TIC

UT

CO

OR

DIN

AT

E

GRID

WINGWALL WW2 PLAN

SCALE: 1:50

6 500 MEASURED ALONG FACE OF WALL

C.I.P. PARAPET

SCALE: 1:50

WINGWALL WW2 ELEVATION

CONNECTICUT

COORDINATE GRID

#16 @ 300

#16 @ 150

#16 @ 300

SCALE: 1:25

WINGWALL WW2 SECTION

WINGWALL WW1 PLAN

SCALE: 1:50

EL. 19.5

EL. 19.0

SCALE: 1:50

WINGWALL WW1 ELEVATION

#16 @ 300

#16 @ 300

#16 @ 300

SCALE: 1:25

WINGWALL WW1 SECTION

IN FRONT OF WALL

PROPOSED GRADEEL. 19.1

EL. 18.8

IN FRONT OF WALL

PROPOSED GRADE

TOP OF WALL

PROPOSED GRADE8:1

8:1CONCRETE')

ITEM 'CLASS 'A'

(PAID FOR UNDER THE

100 mm DIA. WEEPHOLE

CONCRETE')

ITEM 'CLASS 'A'

(PAID FOR UNDER THE

100 mm DIA. WEEPHOLE

PROPOSED GRADE

EL. 18.1

EL. 17.39

EL. 17.39

WEEPHOLE

WEEPHOLE

CULVERT

TOP OF BOX

WINGWALLS WW1 & WW2

CO

VE

R

75

mm

EL. 16.17

EL. 16.17

EL. 19.26 EL. 19.31

AND BOX CULVERT

JOINT FILLER BETWEEN WINGWALL

25 mm PREFORMED EXPANSION

1 000

585

BOX CULVERT

BETWEEN WINGWALL AND

EXPANSION JOINT FILLER

25 mm PREFORMED

R.J.E.

SCALE: 1:25

EL. 17.95

EL. 17.69

INV. EL. 17.39

DRAINAGE OPENING AT WW2

(TYP.)

25x25 BEVEL

(TYP.)

#16 IN HOOK

LA

P

800

DWG. NO. S-13

SEE PARAPET DETAIL

LA

P

#16 IN HOOK



S-12.DGN

(TYP.)

(TYP.)

NOTE: COORDINATE LOCATION FOR PIPE OUTLET FROM CB.

(SEE NOTE BELOW)

600mm DIA. RCP

(TYP. EACH FACE)

8 - #13

TO TOP OF WALL

2 - #16 PARALLEL

FRONT OF WINGWALL

RECREATING EMBANKMENT IN

STORED AND REUSED IN

FROM STREAM BANK SHALL BE

EXCAVATED NATIVE MATERIAL

FRONT OF WINGWALL

RECREATING EMBANKMENT IN

STORED AND REUSED IN

FROM STREAM BANK SHALL BE

EXCAVATED NATIVE MATERIAL



0.20MPaALLOWABLE PRESSURE AT THE SERVICE LIMIT STATE

0.20MPaFACTORED BEARING RESISTANCE AT STRENGTH LIMIT

WINGWALLS

FOUNDATION PRESSURES:

THE CONTRACTOR SHALL SUBMIT THE DESIGN TO THE ENGINEER FOR APPROVAL.

THE CONTRACTOR HAS THE OPTION OF PLACING PRECAST FOOTINGS AND STEMS.

NOTE:



FILL')

'PERVIOUS STRUCTURE

FOR UNDER THE ITEM

BAGGED STONE (PAID

600 mm X 600 mm

FILL')

'PERVIOUS STRUCTURE

FOR UNDER THE ITEM

BAGGED STONE (PAID

600 mm X 600 mm

04.13


75

180

815

127

305

660

356

25

25

50 25

230

230

150

6

150

230

150

150

63

3815438

230

38

154

38

115

230

75

25

585

67

1 070

710

LA

P

1 450

63

TOWN:PROJECT TITLE:

DRAFTER:

PROJECT NO.:

DRAWING NO.:

SHEET NO.:

DESIGNER:

CHECKED BY:

DATE CHECKED:


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ORANGE 106-122

APPROVED BY:


REVISIONS

SHEET. NO.

PLOTTEDCADDDATE:

P.K.S.

J.G.V.


S-13

STEM REINFORCEMENT

(T

YP.)

10 - #22

SCALE: 1:10

PARAPET DETAIL

DETAIL

SEE RUSTICATION

RUSTICATION DETAIL

SCALE: 1:5

FRONT FACE OF PARAPET

PRESET ANCHORAGE

PLATE AND CONCRETE

3 mm MOLDED PAD BETWEEN

SEE 'BASE PLATE - DETAIL'

16 X 230 X 230 BASEPLATE

ON LOW SIDE OF POST

6 mm DIA. DRAIN HOLE LOCATED

CUT BOTTOM TO GRADE

73 mm O.D. POST

{ POST

FENCE AT WINGWALLSECTION AT BASE OF

FERRULE 63 mm LONG

19 mm THREADED OPEN

(T

YP.)

LAST GROOVE ON FERRULES

(2) WIRE STRUTS WELDED TO

(4) WIRE U-ANCHORS

SCALE: 1:5

PRESET ANCHORAGE DETAILS

SIDE VIEW FRONT VIEW

(TYP.)

GR. 1030 WIRE U-ANCHORS

8.6 mm DIA. ASTM A510

(TYP.)

GR. 1030 WIRE STRUT

8.6 mm DIA. ASTM A510

(TYP. OF 4)

OPEN FERRULE, 63 mm LONG

GRADE 12L14, THREADED

19 mm ASTM A108

PLAN VIEW

SCALE: 1:5

BOLT FOR PRESET ANCHORAGE

BOLT WITH WASHER

19 mm ASTM A193 HEX

115

115

73 mm O.D. POST

(ASTM A36, GALVANIZED)

16X230X230 BASE PLATE

(TYP.)

19 mm DIA. A193 BOLT

22 mm DIA. HOLE FOR

8

SCALE: 1:5

BASE PLATE - DETAIL

@ 300 O.C. (TYP.)

6 GA. WAIRE TIES

{ RAIL

{ RAIL @ 300 O.C. (TYP.)

9 GA. WIRE TIES

42 mm O.D. TOP RAIL (TYP.)DOME CAP (TYP.)

EXPANSION POST

POST (TYP.)

{ 73 mm O.D.

EXPANSION JOINT

RAIL (TYP.)

42 mm O.D. BOTTOM

MESH (TYP.)

COATED STEEL FABRIC, 25 mm

#9 BLACK POLYVINYL CHLORIDE

TENSION BANDS @ 300| O.C.

OR TRUSS ROD

TENSION BAR, MINI-BAR,

BANDS (TYP.)

RAIL ENDS AND BRACE

TWO-WAY CLAMP OR

SCALE: 1:10

WINGWALL DETAILS

86

#19 @ 300

SURFACE

ROUGHEN

JOINT

CONSTRUCTION

OPTIONAL

600

(TYP.)

BEVEL

25 X 25

#19 @ 300

R.J.E.

JOINT

CONSTRUCTION

ELEVATION - PROTECTIVE FENCE (1.525 M HIGH)

S-13.DGN

SCALE: 1:5

1 525 MAX. FENCE POST SPACING

FENCE (1.525M HIGH)'.

FOR ADDITIONAL INFORMATION, SEE SPECIAL PROVISION 'PROTECTIVE8.

ELASTOMER AND UNUSED SYNTHETIC FIBERS.

MOLDED PADS SHALL BE MANUFACTURED FROM NEW UNVULCANIZED7.

(1.525M HIGH)'.

ON PLANS. IT WILL BE PAID FOR UNDER THE ITEM 'PROTECTIVE FENCE

MEASURED HORIZONTALLY BETWEEN POSTS WITHIN THE LIMITS SHOWN

OF LINEAR METERS OF CHAIN LINK FENCE, INSTALLED AND ACCEPTED,

THE LENGTH OF FENCE FOR PAYMENT SHALL BE THE ACTUAL NUMBER6.

302 TO 305.

SHALL CONFORM TO THE REQUIREMENTS OF ASTM A167, TYPES

REQUIREMENTS OF ASTM F594, GROUP 1, AND CIRCULAR WASHERS

F593, GROUP 1 (AISI TYPE 304). NUTS SHALL CONFORM TO THE

ANCHOR BOLTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM5.

FABRICATION. NO WELDING SHALL BE PERFORMED AFTER GALVANIZING.

AND BASE PLATES SHALL BE HOT-DIP GALVANIZED AFTER

OF ASTM A53, TYPE E OR S, GRADE B. THE STEEL POSTS, RAILS

STEEL POSTS AND RAILS SHALL CONFORM TO THE REQUIREMENTS4.

THERMALLY FUSED AND BONDED.

THE COLOR SHALL BE BLACK. PVC COATING SHALL BE CLASS 2B,

GALVANIZED AND PVC-COATED AND WOVEN INTO A 25 mm MESH.

CHAIN LINK FENCE FABRIC SHALL BE #9 GAGE STEEL WIRE,3.

ALL RAILS SHALL BE PARALLEL TO THE TOP OF THE PARAPET.2.

ALL POSTS SHALL BE INSTALLED PLUMB.1.

NOTES:

04.14


#13 @ 300 (TOP & BOTTOM)

380

300

300 300

150 (T

YP.)

2 000

600 (TYP.)

300 (T

YP.)

450 LAP (TYP.)

50 mm COVER (TYP.)

450450

50

5 835 (INLET)

#13 @ 600 WITH THREADED END

#13 @ 600 WITH THREADED END

TOWN:PROJECT TITLE:

DRAFTER:

PROJECT NO.:

DRAWING NO.:

SHEET NO.:

DESIGNER:

CHECKED BY:

DATE CHECKED:


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ORANGE 106-122

APPROVED BY:


REVISIONS

SHEET. NO.

PLOTTEDCADDDATE:

P.K.S.

P.K.S.


S-14

SCALE: 1:25

150 X 150 CHAMFER (TYP.)

5 555 (OUTLET)

#13 @ 300 #16 @ 150

#19 @ 150

#16 @ 150

#13 @ 300

#16 @ 300

#13 @ 300

#16 @ 300

EL. 17.26

EL. 19.06

CONSTRUCTION JOINT

EL. 16.88

#13 @ 300

#16 @ 300

435* 2 400 (INLET)

* 2 260 (OUTLET)

* 2 400 (INLET)

* 2 260 (OUTLET)

* VERIFY IN FIELD

TRANSITION CHAMBER SECTION (LOOKING UPSTREAM)

ROUGHEN (TYP.)

R.J.E.

COVER

75 mm

CONSTRUCTION LIMITS

STAGE 3 PHASE II

LAP LAP

SEE KEY DETAIL

127

(TYP.)

16

JT. SEAL TYPE A

13mm x 13mm

SCALE: 1:10

KEY DETAIL

#16 @ 150

THREADED END

#16 @ 600 WITH

THREADED END (TYP.)

#16 @ 600 WITH

THREADED END (TYP.)

#16 @ 600 WITH

S-14.DGN DETAILTRANSITION CHAMBER



FROM BOTTOM OF CULVERT)

GRANULAR FILL (300 mm THICK

04.15


(T

OP

AN

D

BO

TT

OM)

4-IN

TE

RIO

R

RE

BA

RS

1

m

CU

RT

AIL

#19 @

150 (BOTTOM)

#16 @

150 (TOP)

#13

WIT

H

TH

RE

AD

ED

EN

D (A

S

RE

QUIR

ED)

#13

@

300 (T

OP

AN

D

BO

TT

OM)

93

93

103 103

#19 @ 100 (BOTTOM)#16 @ 100 (TOP)

#13

WIT

H

TH

RE

AD

ED

EN

D

THREADED INSERTS @ 600

TH

RE

AD

ED IN

SE

RTS

@

600

90°

TOWN:PROJECT TITLE:

DRAFTER:

PROJECT NO.:

DRAWING NO.:

SHEET NO.:

DESIGNER:

CHECKED BY:

DATE CHECKED:


CO

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ORANGE 106-122

APPROVED BY:


REVISIONS

SHEET. NO.

PLOTTEDCADDDATE:

P.K.S.

J.G.V.


CULVERT DETAILSPRECAST CONCRETE BOX

SCALE: 1:20

TRANSITION CHAMBER FOOTING

SCALE: 1:20

CHAMBER

EXISTING JUNCTION

R.J.E.

ELEVATION

REINFORCEMENT DETAILTRANSITION CHAMBER TOP SLAB

CULVERT WALLS (TYP.)

THREADED INSERTS CAST INTO

SEALL ALL AROUND

13 mm X 13 mm JOINT

CULVERT

TOP SLAB OF

OF CULVERT

BOTTOM SLAB

JUNCTION CHAMBER BOX CULVERT

PRECAST

TRANSITION CHAMBER SLAB

PRECAST BOX CULVERT

TOP AND BOTTOM

SCALE: 1:20

THREADED INSERT PLACEMENT

CULVERT

FACE OF BOX

THREADED INSERT DETAIL

NOT TO SCALE

(TYP.)

(MIN. PULLOUT = 12.5kN)

FERRULE INSERT

{ 13 mm DIA. TYPE L

(TYP.) SEE NOTE 1

DRILL AND GROUT

CHAMBER STEM

{ TRANSITION

SEE NOTE 1

DRILL AND GROUT

REBAR

DRILL AND GROUT DETAIL

NOT TO SCALE

TRANSITION CHAMBER DETAIL

CHAMBER

FACE OF JUNCTION

(A

S

RE

QUIR

ED)

NOTE: MAIN REBARS NOT SHOWN FOR CLARITY.

S-15.DGN

1 445 (WEST WALL)

636 (EAST WALL)

CHAMBER

TRANSITION

(TYP.)

TEMPORARY 300mm PVC

TEMPORARY 300mm PVC

WEST WALL INV. EL. 17.75

EAST WALL INV. EL. 17.90

NOTE: THREADED INSERTS SHALL BE GALVANIZED.

ITEM "2400MM X 1500MM PRECAST CONCRETE BOX CULVERT".

THE COST OF THREADED INSERTS TO BE PAID FOR UNDER THE6.

NO ADDITIONAL COST SHALL BE PAID FOR THREADING OF REBARS.5.

CHAMBER.

CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING JUNCTION4.

DETERMINED BY FIELD MEASUREMENTS AND MAY VARY.

FIELD VERIFY ALL DIMENSIONS. ACTUAL BAR LENGTHS SHALL BE3.

THE FIELD.

LOCATION OF DRILLING AND GROUTING TO BE DETERMINED IN2.

"DRILLING HOLES AND GROUTING DOWELS".

GROUTING REINFORCING BARS TO BE PAID FOR UNDER THE ITEM

THE ADHESIVE BONDING MATERIAL. THE COST OF DRILLING AND

DEPTH AND DIAMETER OF HOLE REQUIRED PER MANUFACTURER OF1.

NOTES:

04.16


381

432

356

406

275

10010037.5

87.5

87.5 125

250

2 100

1 400

1 200

2 150

700

2 100

10 - #

22

CO

NTIN

UO

US

90°

700

182

522

1 070

TOWN:PROJECT TITLE:

DRAFTER:

PROJECT NO.:

DRAWING NO.:

SHEET NO.:

DESIGNER:

CHECKED BY:

DATE CHECKED:


CO

NNECTICUT

DE

PA

RT

ME

N

T

TRAN

S

PO

RT

AT

IO

N

TRAN

S

PO

RT

AT

IO

N

O F






ORANGE 106-122

APPROVED BY:


REVISIONS

SHEET. NO.

PLOTTEDCADDDATE:

P.K.S.

J.G.V.


S-16R.J.E.

BOLT { AND FACE OF BUILDOUT.

* DIMENSION TAKEN FROM TOP OF PARAPET TO INTERSECTION OF ANCHOR

BE GALVANIZED IN ACCCORDANCE WITH THE REQUIREMENTS OF ASTM - A123.

300 mm* PIPE SHALL CONFORM TO ASTM A53 GR. B OR ASTM A501 AND SHALL

NOTE A:

SEE ANCHOR PLATE DETAIL

L 16 mmP

(TYP.)

25 mm DIA. HOLE

LEADING END R-B 350 RAIL ATTACHMENT

ANCHOR PLATE DETAIL

DETAILSRAIL ATTACHMENT

S-16.DGN

SCALE: 1:5

(TYP.)

6°

RAIL ELEMENT (TYP.)

SHALL BE PLACED AGAINST

HEADED END OF BOLTS

BOLT HEAD (TYP.)

PLACE WASHER UNDER

SEE NOTE A

PIPE SLEEVE (TYP.)

300mm * STANDARD469

LEADING END

BEAM RAIL ATTACHMENT,

ANCHOR PLATE FOR METAL

SCALE: 1:15

PLAN

4

1

350

WITH WASHERS

22mm DIA. BOLTS

(ROADWAY ITEM)

MAX BOLT PROJECTION SHALL BE 13mm.

CHEMICALLY ANCHORED BOLTS WITH WASHERS.

RUB RAIL ATTACHMENT. THREE 16mm x 150mm

(ROADWAY ITEM)

C150x12 RUBRAIL

(ROADWAY ITEM)

RB-350 TERMINAL CONNECTOR

METAL BEAM RAIL

G

-

F

-

H

-

SCALE: 1:15 -

GSECTION

SCALE: 1:15 -

HVIEW

SCALE: 1:15

ELEVATION

4

1

LEADING END

BEAM RAIL ATTACHMENT,

ANCHOR PLATE FOR METAL

#19 @ 300

25 BEVEL

GUTTER LINE

GUTTER LINE

SCALE: 1:15

PARAPET REINFORCEMENT AT LEADING END

CONCRETE OVERLAY

TOP OF BITUMINOUS

(ROADWAY ITEM)

SPACER TUBE

SCALE: 1:15 -

FSECTION

04.17


1 300

50

VA

RIES

600 600

75

150

300

3 000

5 154

5 000

9 950

9 950

650

TOWN:PROJECT TITLE:

DRAFTER:

PROJECT NO.:

DRAWING NO.:

SHEET NO.:

DESIGNER:

CHECKED BY:

DATE CHECKED:


CO

NNECTICUT

DE

PA

RT

ME

N

T

TRAN

S

PO

RT

AT

IO

N

TRAN

S

PO

RT

AT

IO

N

O F






ORANGE 106-122

APPROVED BY:


REVISIONS

SHEET. NO.

PLOTTEDCADDDATE:

P.K.S.


R.J.E.

5+

580

5+

560

{ U.S. ROUTE 1

{ STA. 5+574.37

END APPROACH SLAB

LINE

GUTTER

LINE

GUTTER

LINE

GUTTER

LINE

GUTTER

TRAVELWAY

TRAVELWAY

SCALE: 1:100

PLAN - CULVERT APPROACH SLAB

CONNECTICUT

COORDINATE GRID

I

-

J

-BLOCKOUT

CATCH BASIN

GUTTER LINE

(T

YP.)

(TYP.)

AT CATCH BASIN BLOCKOUT (TYP.)

ADDITIONAL #16 (TOP AND BOTTOM)

AT CATCH BASIN BLOCKOUT

ADDITIONAL #19 (TOP AND BOTTOM)

AT CATCH BASIN BLOCKOUT (TYP.)

ADDITIONAL #16 X 1 300 mm (TOP AND BOTTOM)

APPROACH SLAB PLAN

TO CLEAR BLOCKOUT

CUT #16 @ 300 IN FIELD

BLOCKOUT

SIDE OF CATCH BASIN

ADDITIONAL #19 ALONG

BLOCKOUT

CATCH BASIN

(ROADWAY ITEM)

EXP. JOINT FILLER (TYP.)

25 mm PREFORMED

BLOCKOUT

CATCH BASIN

(ROADWAY ITEM)

JOINT SEAL (TYP.)

25 mm X 13 mm

(ROADWAY ITEM)

EXP. JOINT FILLER (TYP.)

25 mm PREFORMED

BLOCKOUT (TYP.)

SIDE OF CATCH BASIN

ADDITIONAL# 16 ALONG

TO CLEAR BLOCKOUT

CUT #19 @ 300 IN FIELD

PLAN

SCALE: 1:20

APPROACH SLAB BLOCKOUT DETAILS

K

-

FILLER FOR BRIDGES

EXPANSION JOINT

25 mm PREFORMED

JOINT SEAL

25 mm X 13 mm

WINGWALL

APPROACH SLAB

SCALE: 1:10

(TYP.)

16

SCALE: 1:10

KEY DETAIL

(TYP.)

#19 @ 150 TOP & BOT

(TYP.)

SYSTEM - EPOXY COATED

#16 DOWEL BAR SPLICER

COVER

75 mm

0 (TYP.)

COVER

50 mm

#16 @ 300

LAP LAP

PRIOR STAGE CURRENT STAGE

CONSTRUCTION JOINT

SCALE: 1:20

AT STAGE CONSTRUCTION LINELONGITUDINAL CONSTRUCTION JOINT

300

(TYP.)

75 mm COVER

VARIES#16 @ 300

#16 @ 300

#19 @ 150

(TYP.)

50 mm COVER

(ROADWAY ITEM)

PAVEMENT

SCALE: 1:20

TYPICAL LONGITUDINAL SECTION

127

-

L

R=8.26 m

SCALE: 1:20

APPROACH SLAB

PARAPET

CONSTRUCTION JOINT

CONSTRUCTION JOINT

(TYP.)

THIS SHEET FOR REINF.

BLOCKOUT DETAILS

SEE APPROACH SLAB

FOR CATCH BASIN

WIN

GW

ALL

WW

2

{ STA. 5+563.93

BEGIN APPROACH SLAB

{ STA. 5+570.54

BEGIN APPROACH SLAB

{ STA. 5+558.88

END APPROACH SLAB

(T

YP.)

JOINT (TYP.)

PRESSURE RELIEF

RELIEF JOINT

229 mm PRESSURE

AT&T DUCT BANK

(ONLY APPLIES TO NE CB)

SEAL (ROADWAY ITEM)

JOINT FILLER WITH JOINT

25 mm PREFORMED EXP.

SEAL (ROADWAY ITEM)



(ONLY APPLIES TO NE CB)

SEAL (ROADWAY ITEM)



TO NE CB)

(ONLY APPLIES

PARAPET

TO NE CB)

(ONLY APPLIES

PARAPET

(ROADWAY ITEM)

EXP. JOINT FILLER

25 mm PREFORMED

J.G.V. / P.K.S

S-17.DGN

-

JSECTION

-

ISECTION

-

LSECTION-

KSECTION

JOINT SEAL TYPE A

13 mm X 13 mm

SLOPES OR BANKS OF DECK SLAB.

TOP OF APPROACH SLAB TO CONFORM TO CROSS2.

'F' CONCRETE".

JOINT SEAL TO BE INCLUDED IN THE ITEM "CLASS1.

NOTES:

TEL. CONDUITS

AT&T LONG LINES

CONDUITS

FRONTIER TEL.

04.18


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SUBSET 04 - STRUCTURE€¦ · m m r c p 4 5 0 m m r c p 450mm rcp 375 m rcp proposed cb proposed cb proposed cb 5 + 6 0 chamber exist. junction chamber c.i.p. transition landscaping