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...
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TOWN:PROJECT TITLE:
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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
TOWN:PROJECT TITLE:
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DRAWING NO.:
SHEET NO.:
DESIGNER:
CHECKED BY:
DATE CHECKED:
DRAWING TITLE:SCALE AS NOTED
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ENGINEER: STV INCORPORATED
STATE OF CONNECTICUT
DEPARTMENT OF TRANSPORTATIONSCALE AS NOTED
M. NORMAN
U.S. ROUTE 1 OPERATIONAL LANES
FROM LAMBERT ROAD TO ROUTE 114
ORANGE 106-122
APPROVED BY:
REV. DATE DESCRIPTION
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,
REMOVE ENTIRE EXIST.
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
REMOVE ENTIRE EXIST.
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
(COLD LIQUID ELASTOMERIC)
MEMBRANE WATERPROOFING
(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
STV Incorporated 185 Plains RoadSuite 208E Milford, CT 06461
TOWN:PROJECT TITLE:
DRAFTER:
PROJECT NO.:
DRAWING NO.:
SHEET NO.:
DESIGNER:
CHECKED BY:
DATE CHECKED:
DRAWING TITLE:SCALE AS NOTED
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ENGINEER: STV INCORPORATED
STATE OF CONNECTICUT
DEPARTMENT OF TRANSPORTATIONSCALE AS NOTED
U.S. ROUTE 1 OPERATIONAL LANES
FROM LAMBERT ROAD TO ROUTE 114
ORANGE 106-122
APPROVED BY:
REV. DATE DESCRIPTION
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
STV Incorporated 185 Plains RoadSuite 208E Milford, CT 06461
TOWN:PROJECT TITLE:
DRAFTER:
PROJECT NO.:
DRAWING NO.:
SHEET NO.:
DESIGNER:
CHECKED BY:
DATE CHECKED:
DRAWING TITLE:
CO
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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:
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
STV Incorporated 185 Plains RoadSuite 208E Milford, CT 06461
TOWN:PROJECT TITLE:
DRAFTER:
PROJECT NO.:
DRAWING NO.:
SHEET NO.:
DESIGNER:
CHECKED BY:
DATE CHECKED:
DRAWING TITLE:SCALE AS NOTED
CO
NNECTICUT
DE
PA
RT
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N
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AT
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ENGINEER: STV INCORPORATED
STATE OF CONNECTICUT
DEPARTMENT OF TRANSPORTATIONSCALE AS NOTED
M. NORMAN
U.S. ROUTE 1 OPERATIONAL LANES
FROM LAMBERT ROAD TO ROUTE 114
ORANGE 106-122
APPROVED BY:
REV. DATE DESCRIPTION
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.
STAGE 4 CONSTRUCTION
TO THE LIMITS SHOWN.
3. CONSTRUCT WEST BARREL OF PROPOSED CONCRETE BOX CULVERT AT THE LOCATION AND
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.
STAGE 3 CONSTRUCTION
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.
1. MAINTAIN SILVER BROOK FLOW IN BYPASS PIPE.
STAGE 2 CONSTRUCTION
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.
STAGE 1 CONSTRUCTION
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
APPROX. LIMITS OF EXIST.
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
PREVIOUSLY INSTALLED
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.)
TEMPORARY CONSTRUCTION
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.)
TEMPORARY CONSTRUCTION
EASEMENT (TYP.)
TEMPORARY CONSTRUCTION
ABUTMENTS
MASONRY ARCH CULVERT &
REMOVE EXIST. WEST
UNDER TRAVELWAY
MAINTAIN EXIST. STRUCTURE
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
CONSTRUCTION STAGING SEQUENCE)
OF TRAFFIC SHEETS FOR ROADWAY
(TYP., SEE MAINTENANCE AND PROTECTION
CATCH BASIN TO BE INSTALLED IN STAGE 4
CONSTRUCTION STAGING SEQUENCE)
OF TRAFFIC SHEETS FOR ROADWAY
(TYP., SEE MAINTENANCE AND PROTECTION
CATCH BASIN TO BE INSTALLED IN STAGE 4
CONSTRUCTION STAGING SEQUENCE)
OF TRAFFIC SHEETS FOR ROADWAY
(TYP., SEE MAINTENANCE AND PROTECTION
CATCH BASIN TO BE INSTALLED IN STAGE 4
TYP.)
SYSTEM (@ CATCH BASIN,
SEDIMENTATION CONTROL
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.
4. DIVERT SILVER BROOK FLOW TO WEST BARREL OF EXIST. CULVERT.
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
STV Incorporated 185 Plains RoadSuite 208E Milford, CT 06461
TOWN:PROJECT TITLE:
DRAFTER:
PROJECT NO.:
DRAWING NO.:
SHEET NO.:
DESIGNER:
CHECKED BY:
DATE CHECKED:
DRAWING TITLE:SCALE AS NOTED
CO
NNECTICUT
DE
PA
RT
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N
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TRAN
S
PO
RT
AT
IO
N
TRAN
S
PO
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AT
IO
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O F
ENGINEER: STV INCORPORATED
STATE OF CONNECTICUT
DEPARTMENT OF TRANSPORTATIONSCALE AS NOTED
M. NORMAN
U.S. ROUTE 1 OPERATIONAL LANES
FROM LAMBERT ROAD TO ROUTE 114
ORANGE 106-122
APPROVED BY:
REV. DATE DESCRIPTION
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
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.
STAGE 4 CONSTRUCTION
TO THE LIMITS SHOWN.
3. CONSTRUCT WEST BARREL OF PROPOSED CONCRETE BOX CULVERT AT THE LOCATION AND
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.
STAGE 3 CONSTRUCTION
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.
1. MAINTAIN SILVER BROOK FLOW IN BYPASS PIPE.
STAGE 2 CONSTRUCTION
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.
STAGE 1 CONSTRUCTION
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
LIMITS OF CONSTRUCTION
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
SEDIMENTATION CONTROL SYSTEM
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
IN EAST BARREL OF EXIST.
REMOVE BYPASS PIPE
EASEMENT (TYP.)
TEMPORARY CONSTRUCTION
(TYP.)
PREVIOUSLY INSTALLED
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
APPROX. LIMITS OF EXIST.
3 300
WORK ZONE
3 300
(TYP.)
RETAINING SYSTEM
TEMPORARY EARTH
EASEMENT (TYP.)
TEMPORARY CONSTRUCTION
WINGWALL WW1
REINFORCED CONCRETE
CONSTRUCT NEW
(TYP.)
PREVIOUSLY INSTALLED
STORM DRAINAGE PIPE
IN WEST BARREL
REMOVE BYPASS PIPE
BRIDGE NO. 1882 OVER SILVER BROOK
P.K.S
P.K.S / J.G.V
R.J.E
S-05.DGN PLAN - II
STAGE CONSTRUCTION
(ROADWAY ITEM) (TYP.)
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.
MAINTAIN EXIST. STRUCTURE
EASEMENT
TEMPORARY CONSTRUCTIONEASEMENT
TEMPORARY CONSTRUCTION
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
STRUCTURE AND DIVERT
IN EAST BARREL OF EXIST.
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.)
SYSTEM (@ CATCH BASIN,
SEDIMENTATION CONTROL
TYP.)
SYSTEM (@ CATCH BASIN,
SEDIMENTATION CONTROL
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
INSTALL COFFERDAM AND DEWATERING.4.
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
INSTALL COFFERDAM AND DEWATERING.6.
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
STV Incorporated 185 Plains RoadSuite 208E Milford, CT 06461
TOWN:PROJECT TITLE:
DRAFTER:
PROJECT NO.:
DRAWING NO.:
SHEET NO.:
DESIGNER:
CHECKED BY:
DATE CHECKED:
DRAWING TITLE:SCALE AS NOTED
CO
NNECTICUT
DE
PA
RT
ME
N
T
TRAN
S
PO
RT
AT
IO
N
TRAN
S
PO
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AT
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N
O F
ENGINEER: STV INCORPORATED
STATE OF CONNECTICUT
DEPARTMENT OF TRANSPORTATIONSCALE AS NOTED
J. SHERWONITU.S. ROUTE 1 OPERATIONAL LANES
FROM LAMBERT ROAD TO ROUTE 114
ORANGE 106-122
APPROVED BY:
REV. DATE DESCRIPTION
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
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.
STAGE 4 CONSTRUCTION
TO THE LIMITS SHOWN.
3. CONSTRUCT WEST BARREL OF PROPOSED CONCRETE BOX CULVERT AT THE LOCATION AND
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.
STAGE 3 CONSTRUCTION
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.
1. MAINTAIN SILVER BROOK FLOW IN BYPASS PIPE.
STAGE 2 CONSTRUCTION
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.
STAGE 1 CONSTRUCTION
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
STRUCTURE AND DIVERT
IN EAST BARREL OF EXIST.
REMOVE BYPASS PIPE
STAGE 4 - PHASE II
NOT TO SCALE
TARP LINING
SANDBAGS (TYP.)
STREAM BED
SANDBAGS DETAIL (TYPICAL FOR ALL STAGES)
EASEMENT (TYP.)
TEMPORARY CONSTRUCTION
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.)
SEDIMENTATION CONTROL SYSTEM
JOINT
CONSTRUCTION
(EL. 18.4)
O.H.W.
(MIN.)
300 mm
P.K.S. / J.G.V
S-06.DGN PLAN - III
STAGE CONSTRUCTION
(ROADWAY ITEM) (TYP.)
PLUG TEMPORARY 300mm PVC ARCH CULVERT
EXIST. TWIN MASONRY
PORTIONS OF EAST HALF OF
REMOVE REMAINING
CONCRETE DECK
AND CONSTRUCT REINFORCED
CONCRETE CULVERT SECTIONS
INSTALL EAST CELL OF
SILVER BROOK
RETAINING SYSTEM)
TEMPORARY EARTH
(AFTER REMOVAL OF
(TYP.)
CONSTRUCT APPROACH SLAB
EASTMENT
TEMPORARY CONSTRUCTION
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.
INSTALL COFFERDAM AND DEWATERING.3.
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
STV Incorporated 185 Plains RoadSuite 208E Milford, CT 06461
TOWN:PROJECT TITLE:
DRAFTER:
PROJECT NO.:
DRAWING NO.:
SHEET NO.:
DESIGNER:
CHECKED BY:
DATE CHECKED:
DRAWING TITLE:SCALE AS NOTED
CO
NNECTICUT
DE
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ENGINEER: STV INCORPORATED
STATE OF CONNECTICUT
DEPARTMENT OF TRANSPORTATIONSCALE AS NOTED
U.S. ROUTE 1 OPERATIONAL LANES
FROM LAMBERT ROAD TO ROUTE 114
ORANGE 106-122
APPROVED BY:
REV. DATE DESCRIPTION
REVISIONS
SHEET. NO.
PLOTTEDCADDDATE:
BRIDGE NO. 1882 OVER SILVER BROOK
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.
STAGE 4 CONSTRUCTION
TO THE LIMITS SHOWN.
3. CONSTRUCT WEST BARREL OF PROPOSED CONCRETE BOX CULVERT AT THE LOCATION AND
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.
STAGE 3 CONSTRUCTION
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.
1. MAINTAIN SILVER BROOK FLOW IN BYPASS PIPE.
STAGE 2 CONSTRUCTION
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.
STAGE 1 CONSTRUCTION
P.K.S.
R.J.E.
S-07J.G.V.
OR TOP OF EXCAVATION
BOTTOM OF ROADWAY SUBBASE
SCALE: 1:20
OR TOP OF EXCAVATION
BOTTOM OF ROADWAY SUBBASE
BOX CULVERT
INSTALL WEST CELL OF
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
DOWNSTREAM EL. 17.55
UPSTREAM EL. 17.70
TEMPORARY WATER SURFACE
DOWNSTREAM EL. 17.54
UPSTREAM EL. 17.70
TEMPORARY WATER SURFACE
AND MASONRY ABUTMENTS
REMOVE EXIST. CONCRETE SLAB
SCALE: 1:20
1.5
1 1
1.5
SANDBAGS TO DIVERT FLOW
DOWNSTREAM EL. 17.52
UPSTREAM EL. 17.62
TEMPORARY WATER SURFACE
SCALE: 1:20
OR TOP OF EXCAVATION
BOTTOM OF ROADWAY SUBBASE
BOX CULVERT
INSTALL WEST CELL OF
LIMIT OF EXCAVATION
1
1.5
1.5
1
DOWNSTREAM EL. 17.55
UPSTREAM EL. 17.70
TEMPORARY WATER SURFACE
SCALE: 1:20
1
1.51.5
1
DOWNSTREAM EL. 17.54
UPSTREAM EL. 17.70
TEMPORARY WATER SURFACE
OR TOP OF EXCAVATION
BOTTOM OF ROADWAY SUBBASE
EL. 16.4
EL. 16.4
EL. 16.4
EL. 16.4
EXCAVATION
LIMIT OF
TEMPORARY HYDRAULIC DATA
STRUCTURE
IN EAST BARREL OF EXIST.
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
PLACE 900x600 ALUMINUM
OR TOP OF EXCAVATION
BOTTOM OF ROADWAY SUBBASE
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
PLACE 900x600 ALUMINUM
BOX CULVERT
INSTALL EAST CELL OF
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
REMOVE 900x600 ALUMINUM
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
STV Incorporated 185 Plains RoadSuite 208E Milford, CT 06461
TOWN:PROJECT TITLE:
DRAFTER:
PROJECT NO.:
DRAWING NO.:
SHEET NO.:
DESIGNER:
CHECKED BY:
DATE CHECKED:
DRAWING TITLE:SCALE AS NOTED
CO
NNECTICUT
DE
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ENGINEER: STV INCORPORATED
STATE OF CONNECTICUT
DEPARTMENT OF TRANSPORTATIONSCALE AS NOTED
U.S. ROUTE 1 OPERATIONAL LANES
FROM LAMBERT ROAD TO ROUTE 114
ORANGE 106-122
APPROVED BY:
REV. DATE DESCRIPTION
REVISIONS
SHEET. NO.
PLOTTEDCADDDATE:
BRIDGE NO. 1882 OVER SILVER BROOK
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.
STAGE 4 CONSTRUCTION
TO THE LIMITS SHOWN.
3. CONSTRUCT WEST BARREL OF PROPOSED CONCRETE BOX CULVERT AT THE LOCATION AND
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.
STAGE 3 CONSTRUCTION
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.
1. MAINTAIN SILVER BROOK FLOW IN BYPASS PIPE.
STAGE 2 CONSTRUCTION
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.
STAGE 1 CONSTRUCTION
P.K.S.
R.J.E.
S-08J.G.V.
1.5
1
1
1.5
SCALE: 1:20
LIMIT OF EXCAVATION
OR TOP OF EXCAVATION
BOTTOM OF ROADWAY SUBBASE
BOX CULVERT
INSTALL WEST CELL OF
AND MASONRY ABUTMENTS
REMOVE EXIST. CONCRETE SLAB
SCALE: 1:20
1
1.51.5
1
LIMIT OF EXCAVATION OR TOP OF EXCAVATION
BOTTOM OF ROADWAY SUBBASE
BOX CULVERT
INSTALL EAST CELL OF
ON TOP OF 150mm SKIDS.
BARREL OF EXIST. STRUCTURE
PLACE BYPASS PIPE IN EAST
DOWNSTREAM EL. 17.54
UPSTREAM EL. 17.69
TEMPORARY WATER SURFACE
DOWNSTREAM EL. 17.54
UPSTREAM EL. 17.64
TEMPORARY WATER SURFACE
1
1.5
1.5
1
SCALE: 1:20
DOWNSTREAM EL. 17.54
UPSTREAM EL. 17.69
TEMPORARY WATER SURFACE
1
1.5
1.5
1
LIMIT OF EXCAVATION
BOX CULVERT
INSTALL EAST CELL OF
OR TOP OF EXCAVATION
BOTTOM OF ROADWAY SUBBASE
SCALE: 1:20
ARCH STRUCTURE
REMOVE EXIST. EAST MASONRY
REMOVE DEMOLITION SHIELD
DOWNSTREAM EL. 17.54
UPSTREAM EL. 17.64
TEMPORARY WATER SURFACE
SHIELD
REMOVE DEMOLITION
EL. 16.4
EL. 16.4EL. 16.4
EL. 16.4
STRUCTURE
EAST BARREL OF EXIST.
ARCH BYPASS PIPE & SKIDS IN
REMOVE 900x600 ALUMINUM
BARREL OF EXIST. STRUCTURE
BYPASS PIPE & SKIDS IN WEST
REMOVE 900x600 ALUMINUM ARCH
BARREL OF EXIST. STRUCTURE
BYPASS PIPE & SKIDS IN WEST
REMOVE 900x600 ALUMINUM ARCH
EXCAVATION
LIMIT OF
BOX CULVERT
INSTALL WEST CELL OF
ARCH STRUCTURE
REMOVE EXIST. WEST MASONRY
OR TOP OF EXCAVATION
BOTTOM OF ROADWAY SUBBASE
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
REMOVE 900x600 ALUMINUM
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)
PLACE DEMOLITION SHIELD
(SEE DWG. NO. S-09)
PLACE DEMOLITION SHIELD
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
BE DESIGNED BY THE CONTRACTOR
TEMPORARY SUPPORT OF UTILITIES TO
GRANULAR FILL
BE DESIGNED BY THE CONTRACTOR
TEMPORARY SUPPORT OF UTILITIES TO
GRANULAR FILL
BE DESIGNED BY THE CONTRACTOR
TEMPORARY SUPPORT OF UTILITIES TO
GRANULAR FILL
04.09
STV Incorporated 185 Plains RoadSuite 208E Milford, CT 06461
1 875mm600600
PAY LIMIT OF STRUCTURE EXCAVATION
300 300
2 400 (TYP.)
1 500 (T
YP.)
600 (TYP.)
BRIDGE DECK CONCRETE
PAY LIMIT OF STRUCTURE EXCAVATION
300
TOWN:PROJECT TITLE:
DRAFTER:
PROJECT NO.:
DRAWING NO.:
SHEET NO.:
DESIGNER:
CHECKED BY:
DATE CHECKED:
DRAWING TITLE:SCALE AS NOTED
CO
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ENGINEER: STV INCORPORATED
STATE OF CONNECTICUT
DEPARTMENT OF TRANSPORTATIONSCALE AS NOTED
J. SHERWONITU.S. ROUTE 1 OPERATIONAL LANES
FROM LAMBERT ROAD TO ROUTE 114
ORANGE 106-122
APPROVED BY:
REV. DATE DESCRIPTION
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
BOTTOM OF ROADWAY SUBBASE
AREA
OBTRUDES WITHIN THIS
UNDISTURBED MATERIAL
SLOPE LINE EXCEPT WHERE
(TYP.)
APPROACH SLAB
NOT TO SCALE
S-09.DWG
DEMOLITION SHIELD
(COLD LIQUID ELASTOMERIC)
MEMBRANE WATERPROOFING
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
STV Incorporated 185 Plains RoadSuite 208E Milford, CT 06461
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:
DRAWING TITLE:SCALE AS NOTED
CO
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DE
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ENGINEER: STV INCORPORATED
STATE OF CONNECTICUT
DEPARTMENT OF TRANSPORTATIONSCALE AS NOTED
M. NORMAN
U.S. ROUTE 1 OPERATIONAL LANES
FROM LAMBERT ROAD TO ROUTE 114
ORANGE 106-122
APPROVED BY:
REV. DATE DESCRIPTION
REVISIONS
SHEET. NO.
PLOTTEDCADDDATE:
P.K.S.
BRIDGE NO. 1882 - SILVER BROOK
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
BRIDGE DECK CONCRETE
(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
300 mm GRANULAR FILL
04.11
STV Incorporated 185 Plains RoadSuite 208E Milford, CT 06461
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:
DRAWING TITLE:SCALE AS NOTED
CO
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DE
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O F
ENGINEER: STV INCORPORATED
STATE OF CONNECTICUT
DEPARTMENT OF TRANSPORTATIONSCALE AS NOTED
U.S. ROUTE 1 OPERATIONAL LANES
FROM LAMBERT ROAD TO ROUTE 114
ORANGE 106-122
APPROVED BY:
REV. DATE DESCRIPTION
REVISIONS
SHEET. NO.
PLOTTEDCADDDATE:
P.K.S.
J.G.V.
BRIDGE NO. 1882 - SILVER BROOK
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
STV Incorporated 185 Plains RoadSuite 208E Milford, CT 06461
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:
DRAWING TITLE:SCALE AS NOTED
CO
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DE
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ENGINEER: STV INCORPORATED
STATE OF CONNECTICUT
DEPARTMENT OF TRANSPORTATIONSCALE AS NOTED
U.S. ROUTE 1 OPERATIONAL LANES
FROM LAMBERT ROAD TO ROUTE 114
ORANGE 106-122
APPROVED BY:
REV. DATE DESCRIPTION
REVISIONS
SHEET. NO.
PLOTTEDCADDDATE:
P.K.S.
J.G.V.
BRIDGE NO. 1882 - SILVER BROOKS-12
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
PROTECTIVE FENCE (1.525M HIGH)
PROTECTIVE FENCE (1.525M HIGH)
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
300 mm GRANULAR FILL
300 mm GRANULAR FILL
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:
300 mm GRANULAR FILL
300 mm GRANULAR FILL
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
STV Incorporated 185 Plains RoadSuite 208E Milford, CT 06461
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:
DRAWING TITLE:SCALE AS NOTED
CO
NNECTICUT
DE
PA
RT
ME
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AT
IO
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TRAN
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ENGINEER: STV INCORPORATED
STATE OF CONNECTICUT
DEPARTMENT OF TRANSPORTATIONSCALE AS NOTED
U.S. ROUTE 1 OPERATIONAL LANES
FROM LAMBERT ROAD TO ROUTE 114
ORANGE 106-122
APPROVED BY:
REV. DATE DESCRIPTION
REVISIONS
SHEET. NO.
PLOTTEDCADDDATE:
P.K.S.
J.G.V.
BRIDGE NO. 1882 - SILVER BROOK
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
STV Incorporated 185 Plains RoadSuite 208E Milford, CT 06461
#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:
DRAWING TITLE:SCALE AS NOTED
CO
NNECTICUT
DE
PA
RT
ME
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ENGINEER: STV INCORPORATED
STATE OF CONNECTICUT
DEPARTMENT OF TRANSPORTATIONSCALE AS NOTED
J. SHERWONITU.S. ROUTE 1 OPERATIONAL LANES
FROM LAMBERT ROAD TO ROUTE 114
ORANGE 106-122
APPROVED BY:
REV. DATE DESCRIPTION
REVISIONS
SHEET. NO.
PLOTTEDCADDDATE:
P.K.S.
P.K.S.
BRIDGE NO. 1882 - SILVER BROOK
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
(COLD LIQUID ELASTOMERIC)
MEMBRANE WATERPROOFING
FROM BOTTOM OF CULVERT)
GRANULAR FILL (300 mm THICK
04.15
STV Incorporated 185 Plains RoadSuite 208E Milford, CT 06461
(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:
DRAWING TITLE:SCALE AS NOTED
CO
NNECTICUT
DE
PA
RT
ME
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S
PO
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AT
IO
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TRAN
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ENGINEER: STV INCORPORATED
STATE OF CONNECTICUT
DEPARTMENT OF TRANSPORTATIONSCALE AS NOTED
U.S. ROUTE 1 OPERATIONAL LANES
FROM LAMBERT ROAD TO ROUTE 114
ORANGE 106-122
APPROVED BY:
REV. DATE DESCRIPTION
REVISIONS
SHEET. NO.
PLOTTEDCADDDATE:
P.K.S.
J.G.V.
BRIDGE NO. 1882 - SILVER BROOKS-15
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
STV Incorporated 185 Plains RoadSuite 208E Milford, CT 06461
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:
DRAWING TITLE:SCALE AS NOTED
CO
NNECTICUT
DE
PA
RT
ME
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PO
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AT
IO
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TRAN
S
PO
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AT
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ENGINEER: STV INCORPORATED
STATE OF CONNECTICUT
DEPARTMENT OF TRANSPORTATIONSCALE AS NOTED
U.S. ROUTE 1 OPERATIONAL LANES
FROM LAMBERT ROAD TO ROUTE 114
ORANGE 106-122
APPROVED BY:
REV. DATE DESCRIPTION
REVISIONS
SHEET. NO.
PLOTTEDCADDDATE:
P.K.S.
J.G.V.
BRIDGE NO. 1882 - SILVER BROOK
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
STV Incorporated 185 Plains RoadSuite 208E Milford, CT 06461
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:
DRAWING TITLE:SCALE AS NOTED
CO
NNECTICUT
DE
PA
RT
ME
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TRAN
S
PO
RT
AT
IO
N
TRAN
S
PO
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AT
IO
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O F
ENGINEER: STV INCORPORATED
STATE OF CONNECTICUT
DEPARTMENT OF TRANSPORTATIONSCALE AS NOTED
U.S. ROUTE 1 OPERATIONAL LANES
FROM LAMBERT ROAD TO ROUTE 114
ORANGE 106-122
APPROVED BY:
REV. DATE DESCRIPTION
REVISIONS
SHEET. NO.
PLOTTEDCADDDATE:
P.K.S.
BRIDGE NO. 1882 - SILVER BROOKS-17
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)
JOINT FILLER WITH JOINT
25 mm PREFORMED EXP.
(ONLY APPLIES TO NE CB)
SEAL (ROADWAY ITEM)
JOINT FILLER WITH JOINT
25 mm PREFORMED EXP.
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
STV Incorporated 185 Plains RoadSuite 208E Milford, CT 06461