Post on 13-Mar-2018
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
11/23/2016
BLOCK:
SIGNATURE/
...\SB_MSH_Br05579_X_X_S_01_INDEX_SHEET.dgnPlotted Date:
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NUMBER
DRAWING
NUMBER
DRAWING
INDEX OF DRAWINGS
DRAWING TITLE DRAWING TITLE
CLOSE, JENSEN AND MILLER, PC
DESIGNED BY:
04 - STRUCTURE
B.A./M.G.
J.H.M. IIS-01
SUBSET COVER SHEETINDEX OF DRAWINGS
ENFIELDREHABILITATION OF
BRIDGE NO. 05579
ROUTE 190 OVER TERRY BROOK
048-197
S-17
S-16
S-15
S-14
S-13
S-12
S-11
S-10
S-09
S-08
S-07
S-06
S-05
S-04
S-03
S-02
S-01
PROTECTIVE FENCE (4' HIGH)
3 TUBE CURB MOUNTED BRIDGE RAIL
HEADWALL - DETAILS
RETAINING WALLS - SECTIONS 2
RETAINING WALLS - SECTIONS 1
RETAINING WALLS - PLAN AND ELEVATION
CULVERT REPAIR DETAILS
INLET IMPROVEMENTS
STAGE 3
STAGE 2
STAGE 1
PRECAST CONCRETE FISH WEIR - DETAILS
LAYOUT PLAN AND ELEVATION
BORINGS
ELEVATIONS AND QUANTITIES
GENERAL PLAN AND SECTION
SUBSET COVER SHEET - INDEX OF DRAWINGS
04.01
WALL
STONE
135
140
140
140
140
145
145
145
145
145
150
150
150
150
150
150
155
155
155
160
165
170
"C" CB
"C-L" CB
HY
D.
W.G.
SAN. MHSAN. MH
SPUR-413
G.G.
SPUR- 422
RS-1
BCLC
BCLC
MBR
MBR
CL&P#24344
CL&P#221
Bit
Drive
Bit Drive
CL&P#224S
BCLC
BC
LC
CL&P#1494
CL&P#226
CONC.
P
RO
PA
NE
BCLC
FL=133.64
FL=126.88
FL=128.46
BT=139.48
FL=139.48 w
FL=139.98 s
TF=152.78
BT=123.85
FL=123.85 w
FL=139.05 e
FL=123.95 n
TF=150.95
6" Se
wer 12'' P
vc
12'' Pvc
6" Se
wer
15" Sewer
WA
TE
R
ST
RE
ET
Gravel Drive
HAZARD AVE.
Bit Conc.
Bit Conc.
#507
Wd. Fr.
1 1/2 STY.
12'' P
vc
BT=139.21
FL=139.41 sw
FL=139.61 se
FL=140.91 e
FL=143.11 ne
TF=145.81
BT=148.24
FL=148.34 w
FL=148.74 se
TF=152.74
12'' RCP
12'' R
CP
Unknown)(Inlet
24" CMP
12'' Tile
PAD
CONC.
15'' C
MP
CL&P#224Markers)
(SNET Witness
WOOD POSTSNO #
DryWell
Wood Rail Fen
ce
W.G'S
18" Sewer
18" Sewer
18" Se
wer
FL=124.93
18'' C
MP
11'x7' C
MP
AR
CH
B-2
B-1
CHD(FND)(FND.) CHD
(FND.) CHD
CHD(N/F)
WG
WGWG
WALL
STONE
FENCE
BOARD
Deck
T-1
TEST PIT
W-1
TEST PIT
(Bolted Shut)
SAN. MH
FL=129.99
228
WALK
228
125
125
125
125
125
125
125
125
130
130
130
130
130
130
130
130
135
135
135
140
140
145 150
155
190
SCALE: 1" = 20'
PLAN
CONCRETE DISTRIBUTION
TOTAL
FOOTINGS
SUBSTRUCTURE
SUPERSTRUCTURE
C.Y.
C.Y.
C.Y.
C.Y.
B.A./M.G.
J.H.M. II ENFIELD
GENERAL PLANAND SECTION
ROUTE 190 OVER TERRY BROOK
REHABILITATION OF
BRIDGE NO. 05579
HYDRAULIC DATA
DESIGN DISCHARGE
DESIGN FREQUENCY
DRAINAGE AREA
ELEVATION (ESTIMATED)
AVERAGE DAILY FLOW
SURFACE ELEVATION
UPSTREAM DESIGN WATER
SURFACE ELEVATION
DOWNSTREAM DESIGN WATER
1.89 SQ. MILE
100 YEAR
525 CFS
GENERAL NOTES:
CONCRETE NOTES:
SCALE: 1" = 20'
LONGITUDINAL VIEW/SECTION
S-02
EXISTING 18"~ SEWER
SEE HIGHWAY SHEETS FOR ADDITIONAL INFORMATION
ROUTE 190
ROUTE 190
R.W. 1B HEADWALL
R.W. 2B
TER
RY B
RO
OK
048-197
13+0014+00
15+00
16+00
10+00
10+50
11+50
12+00
13+00
13+50
17+00
RETAINING WALL 1B
HEADWALL RETAINING WALL 2B
129.3 FT. UPSTREAM
126.4 FT. DOWNSTREAM
136.1 FT. |
129.3 FT. |
LEGEND
O.H.W EL. 129 |
O.H.W EL. 125.7 |
HEADWALL
METAL PIPE ARCH
EXISTING 11'-5" X 7'-3"
FISH WEIR (TYP.)
PRECAST CONCRETE
SHEET)
(SEE INLET IMPROVEMENT
INLET IMPROVEMENT
SIGNS SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION.
(TYPE IV RETROREFLECTIVE SHEETING). THE FINAL LOCATION AND ATTACHMENT METHOD FOR THE
THE BRIDGE SIGNS SHALL BE COVERED UNDER ITEM 1208932 SIGN FACE SHEET ALLUMINUM
EACH SIGN SHALL READ: 05579. ALL COSTS ASSOCIATED WITH PROVIDING AND INSTALLING
SHALL BE 4" X 12" WITH 3" WHITE REFLECTIVE BLOCK LETTERS ON GREEN REFLECTIVE SHEETING.
THE SIGNS SHALL BE FABRICATED WITH 40 GAUGE ALLUMINUM SHEET METAL. THE SIGNS
BRIDGE IDENTIFICATION SIGNS AT THE LEADING END OF THE BRIDGE ON THE TRAFFIC SIDE.
THE CONTRACTOR SHALL PROVIDE AND INSTALL NEWBRIDGE IDENTIFICATION PLACARDS:
PROJECT. NO. 48-80, MAP FILE NO. 185-08, DATED 1955.
DEPARTMENT OF TRANSPORTATION PLAN ROOM, 160 PASCONE PLACE, NEWINGTON:
PLANS FOR THE EXISTING BRIDGE ARE AVAILABLE AT THE CONNECTICUT EXISTING PLANS:
"MAINTENANCE AND PROTECTION OF TRAFFIC".
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIAL PROVISION,TRAFFIC:
"REMOVAL OF EXISTING CULVERT (SITE NO. 1)".
DURING REMOVAL OF THE EXISTING PIPE. COST TO BE INCLUDED IN THE COST OF THE ITEM
FOR CONSTRUCTION AND PROTECTION OF DEBRIS FROM FALLING INTO THE STREAMBED
CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT A PLAN FOR APPROVAL DEFINING METHOD
BEFORE INITIATING EXISTING CORRUGATED METAL ARCH PIPE REMOVAL:
FOR THEIR ACCURACY.
TO VERIFY ALL DIMENSIONS AND JOINT OPENINGS AND SHALL ASSUME FULL RESPONSIBILITY
THE START OF CONSTRUCTION THE CONTRACTOR SHALL TAKE COMPLETE FIELD MEASUREMENTS
DRAWINGS AND SUBSEQUENT REHABILITATION PLANS AND ARE NOT GUARANTEED. PRIOR TO
PLANS ARE FOR GENERAL REFERENCE ONLY. THEY HAVE BEEN TAKEN FROM ORIGINAL DESIGN
DIMENSIONS OF THE EXISTING STRUCTURES SHOWN ON THESEEXISTING DIMENSIONS:
PLACES, THE OMITTED DIGITS SHALL BE ASSUMED TO BE ZEROS.
WHEN DECIMAL DIMENSIONS ARE GIVEN TO LESS THAN THREE DECIMALDIMENSIONS:
MARKINGS FOR TWO WAY HIGHWAYS.
INSTALLED PER TRAFFIC STANDARD SHEET TR-1210_03: SPECIAL DETAILS AND TYPICAL PAVEMENT
FINAL PAVEMENT MARKINGS ARE TO BE EPOXY RESIN AND SHALL BEPAVEMENT MARKINGS:
RECONSTRUCTION (TYPICAL SECTION), SEE HIGHWAY SHEETS.
FOR ROADWAY FULL DEPTHBITUMINOUS CONCRETE OVERLAY ON DRIVE:
NONEFUTURE PAVING ALLOWANCE:
HS 20LIVE LOAD:
REINFORCEMENT (ASTM A615 GRADE 60) fy = 60,000 psi
STRUCTURES.
COMPONENTS SHALL CONFORM TO REQUIREMENTS OF THE SECTION 6.01 CONCRETE FOR
IS NOTED ABOVE. THE MINIMUM COMPRESSIVE STRENGTH OF CONCRETE IN THE CONSTRUCTED
THE SPECIFIED CONCRETE STRENGTH USED IN DESIGN, f'c, OF THE CONCRETE COMPONENTS
CLASS "F" CONCRETE BASED ON f'c = 4000 psi
CLASS "A" CONCRETE BASED ON f'c = 3000 psi
ALLOWABLE DESIGN STRESSES:
BRIDGE DESIGN MANUAL (2003 WITH INTERIM REVISIONS UP TO AND INCLUDING 2011).
AS SUPPLEMENTED BY THE CONNECTICUT DEPARTMENT OF TRANSPORTATION
(AASHTO 7TH EDITION, 2014) WITH THE INTERIM SPECIFICATIONS UP TO AND INCLUDING (2016),
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONDESIGN SPECIFICATIONS:
FORM 817 (2016), AND SPECIAL PROVISIONS.
CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONSPECIFICATIONS:
OPENING FOR 24"~ R.C.P.
(TYP.)
PRECAST CONCRETE FISH WEIRS
STATE/FEDERAL WETLANDS
FEMA FLOODWAY
FEMA 100 YEAR FLOOD (CALCULATED)
ORDINARY HIGH WATER(COINCIDENT ON DOWNSTREAM SIDE)
AND FEMA FLOODWAY
FEMA 100-YEAR FLOOD (CALCULATED)
(CALCULATED) EL. 126
FEMA 100-YEAR FLOOD
(CALCULATED) EL. 140
FEMA 100-YEAR FLOOD
ROCK WEIR
ROCK WEIR
EL.129.3
100 YR. DESIGN STORM
EL.136.1
100 YR. DESIGN STORM
140
40
100
-
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
11/23/2016
BLOCK:
SIGNATURE/
...\SB_MSH_Br05579_X_X_S_02_GNP.dgnPlotted Date:
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TO BE LINED
EXISTING METAL PIPE ARCH
CONCRETE SLAB
30' REINFORCED
TO UTILITIES SHALL BE COORDINATED WITH THE RESPECTIVE UTILITY COMPANIES.
OF THE EXISTING CULVERT. THE AS BUILD ARE INCLUDED IN THE PLAN SET. ALL WORK RELATED
UNDERGROUND CONCRETE ENCASED SEWER MAIN IS LOCATED APPROXIMATELY 3' DOWNSTREAM
CONSTRUCTION SITE. THE CONTRACTOR IS HEREIN NOTIFIED THAT THE EXISTING 18"~
THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES LOCATED WITHIN THE UTILITIES:
WILL NOT BE PERMITTED WITHOUT THE PRIOR APPROVAL OF THE ENGINEER.
CONSTRUCTION JOINTS, OTHER THAN THOSE SHOWN ON THE PLANS,:CONSTRUCTION JOINTS
"CLASS 'A' CONCRETE".
CLOSED CELL ELASTOMER SHALL BE INCLUDED IN THE COST OF THE ITEM
THE COST OF FURNISHING AND INSTALLING:PREFORMED EXPANSION JOINT FILLER
"DEFORMED STEEL BARS (EPOXY COATED)".
IMPROVEMENTS SHALL BE EPOXY COATED AND SHALL BE INCLUDED IN THE PAY ITEM FOR
ARCH PIPE, UPPER PORTIONS OF RETAINING WALLS, HEADWALL, END BLOCKS AND INLET ENDWALL
ALL REINFORCEMENT IN THE SLAB OVER EXISTINGEPOXY COATED REINFORCING BARS:
ALL REINFORCEMENT SHALL CONFORM TO ASTM A615 GRADE 60.:REINFORCEMENT
OTHERWISE.
ALL REINFORCEMENT SHALL HAVE TWO INCHES COVER UNLESS DIMENSIONED:CONCRETE COVER
DIMENSIONED OTHERWISE.
EXPOSED EDGES OF CONCRETE SHALL BE BEVELED 1" X 1" UNLESS:EXPOSED EDGES
CAST CEMENTITIOUS LINING".
SEE SPECIAL PROVISION "CENTRIFUGALLY CENTRIFUGALLY CAST CEMENTITIOUS LINING:
SEE SPECIAL PROVISION "PRECAST CONCRETE FISH LADDER".PRECAST CONCRETE FISH WEIR:
OF RETAINING WALLS, HEADWALL AND INLET ENDWALL IMPROVEMENTS.
CLASS "F" CONCRETE SHALL BE USED FOR END BLOCKS, UPPER PORTIONS:CLASS "F" CONCRETE
UP TO CONSTRUCTION JOINTS LIMITS.
CLASS "A" CONCRETE SHALL BE USED FOR THE ENTIRE SUBSTRUCTURE:CLASS "A" CONCRETE
04.02
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
11/23/2016
BLOCK:
SIGNATURE/
...\SB_MSH_Br05579_X_X_S_03_ELEV.dgnPlotted Date:
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DIRECTED BY THE MANAGER OF BRIDGE SAFETY AND EVALUATION.
WITH THE GOVERNING MANUALS FOR BRIDGE INSPECTION, UNLESS OTHERWISE
THE FREQUENCY OF INSPECTION OF THIS STRUCTURE SHALL BE IN ACCORDANCE
THE IMPORTANCE OF INSPECTION OF ANY OTHER COMPONENT OF THE STRUCTURE).
OF COMPONENTS FOR SPECIFIC ATTENTION SHALL NOT BE CONSTRUED TO REDUCE
TO INSPECTING THE FOLLOWING SPECIAL COMPONENTS AND DETAILS. (THE LISTING
IN THE GOVERNING MANUALS FOR BRIDGE INSPECTION. ATTENTION MUST BE GIVEN
INSPECTED FOR, BUT NOT LIMITED TO, ALL APPLICABLE COMPONENTS INDICATED
THE DEPARTMENT'S BRIDGE SAFETY PROCEDURES REQUIRE THIS BRIDGE TO BE
COMPONENT OR DETAIL STRUCTURE SHEET REFERENCE
FOLLOW NORMAL INSPECTION PROCEDURES
--
NOTICE TO BRIDGE INSPECTORS
B.A./M.G.
J.H.M. II ENFIELD
ROUTE 190 OVER TERRY BROOK
REHABILITATION OF
BRIDGE NO. 05579
BRIDGE PAY ITEM UNIT QUANTITY
QUANTITIES
C.Y.
L.S.
C.Y.
C.Y.
C.Y. 75
LB.
PERVIOUS STRUCTURE BACKFILL
CLASS "A" CONCRETE
CLASS "F" CONCRETE
DEFORMED STEEL BARS
TEMPORARY EARTH RETAINING SYSTEM
S.Y.
S.F.
S.Y.
L.F.
L.F.
63
13
DAMPPROOFING
SCALE: 1" = 5'
OUTLET ELEVATION
AND QUANTITIES
S-03
EL. 128.0
EL. 121.0
EL. 125.0
L.S.
LB.DEFORMED STEEL BARS - EPOXY COATED
WELDED STUDS EA.
395
310
4270
6690
2805
PIPE ARCH
EXISTING METAL
RETAINING WALL 1B HEADWALL
RETAINING WALL 2B
24"~ R.C.P.
OPENING FOR
OF ACTUAL QUANTITIES OF WORK WHICH WILL BE REQUIRED.
AND IS NO WAY WARRANTED TO INDICATE THE TRUE CONDITIONS
SHOWN ON THESE SHEETS IS BASED ON LIMITED INVESTIGATION
THE INFORMATION, INCLUDING ESTIMATED QUANTITIES OF WORK,
HANDLING WATER
STRUCTURE EXCAVATION - EARTH (COMPLETE)
L.S. L.S.REMOVAL OF EXISTING CULVERT (SITE NO. 1)
NOTICE TO ENGINEER AND CONTRACTOR:
IN THE ITEM "CONSTRUCTION STAKING".
THE ENGINEER, THE COST FOR THIS SURVEY WORK SHALL BE INCLUDED
ALL DISCREPANCIES FOUND SHALL BE IMMEDIATELY REPORTED TO2.
ON THESE PLANS.
THE DIMENSIONS AND ELEVATIONS OF THE EXISTING STRUCTURE SHOWN
OF BRIDGE CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY
PRIOR TO START OF FABRICATION OF ANY MATERIALS AND THE START1.
3 TUBE CURB MOUNTED BRIDGE RAIL
BRIDGE RAIL
3 TUBE CURB MOUNTED
048-197
GEOTEXTILE (SEPARATION - HIGH SURVIVABILITY)
L.F.
PROPOSED GRADE
SCALE: 1" = 5'
INLET ELEVATION
PROPOSED GRADE
EL. 136.1
O.H.W.
ELEVATIONS
100-YR DESIGN STORM
EL. 129.3
O.H.W.
100-YR DESIGN STORM
EL. 125.7 |
EL. 129.0 |
HEADWALL
WEIR
PIPE ARCH
EXISTING METAL
L.F. 15DRILLING HOLES AND GROUTING DOWELS
S.Y. 620
70
APPROXIMATE EXISTING EL. 124.46 |
(TYP.)
CUT-OFF WALL
TOP OF EXISTING
C.Y. 15MODIFIED RIPRAP
PROPOSED GRADE
WEIR (TYP.)
PRECAST CONCRETE FISH
(4' HIGH)
PROTECTIVE FENCE
PRECAST CONCRETE FISH LADDER
C.Y. 6REMOVAL OF EXISTING MASONRY
PROTECTIVE FENCE (4' HIGH)
6"~ C.C.M.
OPENING FOR
6"~ C.C.M.
OPENING FOR
EA. 1ROCK WEIR
L.S. L.S.CONFINED SPACE HEALTH AND SAFETY
NOTE:
(SEE SPECIAL PROVISION).
UNDER "PRECAST CONCRETE FISH LADDER"
PRECAST CONCRETE FISH WEIRS ARE PAID FOR
C.Y. 145EARTH EXCAVATION
C.Y.GRANULAR FILL 35
200
L.F.TELEVISION PIPE LINE INSPECTION (SANITARY SEWER) 480
ROCK WEIR
L.F. 506" STRUCTURE UNDERDRAIN
C.Y. 10COMPACTED GRANULAR FILL
C.Y.PRESSURE GROUTING 8
LB. 30WELDED WIRE FABRIC
65
CENTRIFUGALLY CAST CEMENTITIOUS LINING
106
100
GUIDERAIL (SEE HIGHWAY PLAN)
04.03
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
11/23/2016
BLOCK:
SIGNATURE/
...\SB_MSH_Br05579_X_X_S_04_BORING.dgnPlotted Date:
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J.H.M. II ENFIELD
ROUTE 190 OVER TERRY BROOK
REHABILITATION OF
BRIDGE NO. 05579 S-04
048-197
BORINGS
BORING B-1 BORING B-2
04.04
125
125
125
125
125
125
130
130
130
130
130
130
135
135
135
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
11/23/2016
BLOCK:
SIGNATURE/
...\SB_MSH_Br05579_X_X_S_05_LAY.dgnPlotted Date:
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J.H.M. II ENFIELD
ROUTE 190 OVER TERRY BROOK
REHABILITATION OF
BRIDGE NO. 05579 S-05
LAYOUT ANDELEVATION
SCALE: 1" = 5'
SCALE: 1" = 5'
PLAN
EXISTING 18"~ SEWER
ELEVATION
EXISTING METAL PIPE ARCH
22.458' 30'
RETAINING WALL 1B RETAINING WALL 2BHEADWALL
WORKING POINTS
POINT NORTH EAST
W.P. 1
W.P. 2
LOCATION
WINGWALL 1B
WINGWALL 2B 1062563.758919421.746
1062494.656919410.057
W.P. 1
W.P. 2
24"~ R.C.P.
OPENING FOR
HEADWALL
RETAINING WALL 1B
DRAINAGE INFORMATION
SEE HIGHWAY SHEETS FOR ADDITIONAL
BRIDGE RAIL
3 TUBE CURB MOUNTED
048-197
RETAINING WALL 2B
1 23
45
6
10'
10'
22.5
°
22.5°
10.5'
8.5'
8.0'
24"~ R.C.P.
OPENING FOR
.042' JOINT
17.5'
TOP OF BATTER EL.
.042' JOINT
.042' JOINT
.042' JOINT
RE
MO
VAL (S
EE SPECIA
L PR
OV.)
LIMIT
S
OF EXIS
TIN
G
CULVERT
FISH WEIR (TYP.)
PRECAST CONCRETE
FISH WEIR (TYP.)
PRECAST CONCRETELEGEND
8'
6"~ C.C.M.
OPENING FOR
6"~ C.C.M.
OPENING FOR
PROPOSED GRADE
UNDERDRAIN
6" C.C.M. STRUCTURE
PROPOSED GRADE
STATE/FEDERAL WETLANDS
FEMA 100-YEAR FLOOD (CALCULATED)
ORDINARY HIGH WATER
(COINCIDENT ON DOWNSTREAM SIDE)
AND FEMA FLOODWAY
FEMA 100-YEAR FLOOD (CALCULATED)
NOTE:
ROCK WEIR
ROCK WEIR
CULVERT END
PROPOSED 12" METAL
UNDERDRAIN
6" C.C.M. STRUCTURE
AND NOTES, SEE DRAWING NO. S-06.
FOR PRECAST CONCRETE FISH WEIRS DETAILS
1%
1%
CONCRETE SLAB
8' REINFORCED
OF PROPOSED CATCH BASIN (25' |)
PIPE FROM OUTLET TO LIMITS
REMOVE PORTION OF EXISTING DRAINAGE
04.05
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
11/23/2016
BLOCK:
SIGNATURE/
...\SB_MSH_Br05579_X_X_S_06_DET-FISH LADDER.dgn
Border Version: 11/14/08
Plotted Date:
CONNECTICU
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REHABILITATION OFB.A./M.G.
J.H.M. IIBRIDGE NO. 05579
ENFIELD
ROUTE 190 OVER TERRY BROOK
S-06
048-197
EL. 126.57
EL. 125.57
EL. 126.07
EL. 125.07
EL. 125.57
EL. 124.57
EL. 125.07
EL. 124.07
EL. 124.57
EL. 123.57
EL. 124.07
EL. 123.07
(TYP.)
TOP OF NOTCH
SUBSET 03-HIGHWAY, DRAWING MDS-01.
FOR CHANNEL TYPICAL SECTION, SEE
SCALE: …" = 1'-0"
L
A B
LOCATION
TOP OF NOTCH
A
3 8.0
4
5 17.0
6 20.0
2
1
654321
A
-
A
-
SECTION
#5 @ 12" (TYP.)
CHANNEL ELEVATION
NOTES:
PIPE ARCH
AND EXISTING METAL
FRONT FACE OF HEADWALL
B
19.0
9.0
21.0
12.0
8.0
L
29.0
29.0
30.0
40.0
34.0
27.0
1'-3"
1
1
2'-0"
19.0
19.0
1'-3"
6"
(TYP.)
1'-0"
8.0
17.0
GRADE
MATCH EXISTING
SCALE: ‚" = 1'-0"
6'-3"
SCALE: …" = 1'-0"
RIPRAP (TYP.)
1'-6" INTERMEDIATE(TYP.)
1'-0"
(TYP.)FISH WEIR (TYP.)
PRECAST CONCRETE
WEIR (TYP.)
TOP OF FISH
B
-
B
-
SECTION
SCALE: …" = 1'-0"
2'-0"
2"
2"
1'-3"
PRECAST CONCRETE FISH WEIR ELEVATION
FISH WEIR DIMENSIONS
TOP OF FISH WEIR
PRECAST CONCRETE FISHWEIR - DETAILS
MATERIAL (TYP.)
STREAM BED
1'-0" NATURAL
MIN.
6" |
LIMITS OF EXISTING
CULVERT REMOVAL
EL. 120.81'-0" GRANULAR FILL
IN EXISTING ENCASEMENT
EXISTING 18"~ SEWER
(SEE NOTE 5)
EL. 122.8|
TOP OF ROCK WEIR
(SEE NOTE 6)
1'-0" GRANULAR FILL
(SEE NOTE 7)
MATERIAL (TYP.)
STREAM BED
1'-0" NATURAL
TYPICAL CHANNEL SECTION FOR ADDITIONAL INFORMATION.
STREAMBED MATERIAL SHALL BE PLACED TO ELEV. 128'. SEE7.
UNLESS APPROVED BY THE ENGINEER.
STATE. MATERIAL SUBSTITUTIONS SHALL NOT BE PERMITTED
APPROVED BY THE ENGINEER, AT NO ADDITIONAL COST TO THE
MAY MODIFY THE PLACEMENT LIMITS FOR CONSTRUCTION AS
GRANULAR FILL PAYMENT LIMITS ARE SHOWN. THE CONTRACTOR6.
INFORMATION REGARDING SIZE, LIMITS, AND PLACEMENT.
SEE SPECIAL PROVISION FOR "ROCK WEIR" FOR ADDITIONAL 5.
DIRECTED BY THE ENGINEER.
WEIRBOARDS AS COORDINATED WITH DEEP AND AS
CONTRACTOR TO PROVIDE COMPOSITE LUMBER FOR4.
DURING CONSTRUCTION AND BACKFILLING OF WEIR.
SIMULTANEOUSLY AND PROVIDE BRACING AS REQUIRED
CONTRACTOR SHALL BACKFILL BOTH SIDES OF WEIR3.
REINFORCING TO HAVE 3" COVER.2.
FISH LADDER."
THE PRECAST CONCRETE FISH WEIRS, SEE "PRECAST CONCRETE
SEE SPECIAL PROVISION FOR CONCRETE REQUIREMENTS FOR1.
CEMENTITIOUS LINING
CENTRIFUGALLY CAST
MATCH TOP OF
04.06
WLX-10
WLX-5
WLX-3
WLX-1
"C-L" CB
SAN. MH
SPUR-413
SPUR- 422
RS-1
BCLC
BCLC
MBR
MBR
Bit
Drive
Bit Drive
36"Maple
36"
Mpl.
18"
Mpl.
36"
Mpl.
12' Mpl.12"Mpl.
12"Mpls.
BCLC
CONC.
PR
OP
AN
E
FL=133.64
FL=126.88
FL=128.46
BT=123.85
FL=123.85 w
FL=139.05 e
FL=123.95 n
TF=150.95
6" Se
wer
15" Sewer
TE
RR
Y
BR
OO
K
HAZARD AVE. Bit Conc.
#507
Wd. Fr.
1 1/2 STY.
12'' P
vc
BT=139.21
FL=139.41 sw
FL=139.61 se
FL=140.91 e
FL=143.11 ne
TF=145.81
12'' Tile
N 919600E 1062
400
PAD
CONC.
SE-1
SE-2
SW-1
SW-2
(End)SW-3
(End)
SE-3
NW-1
NW-2
(End)NW-3
48"Willow
NE-1
(End)NE-2
18" Sewer
18" Sewer
18" Se
wer
FL=124.93WLX-7
WLX-8
WLX-9
WLX-11
WLX-4
WLX-6
WG
WGWG
WALL
STONE
FENCE
BOARD
T-1
TEST PIT
W-1
TEST PIT
(Bolted Shut)
SAN. MH12
5
125
FL=129.99
130
130
135
135
WALK
140
140
140
140
145
145
145
145
145
150
150
150
150
150
150
155
155
160
165
170
140
135
SCALE: 1" = 20'
OUTLET PLAN
SUGGESTED SEQUENCE OF CONSTRUCTION:
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
11/23/2016
BLOCK:
SIGNATURE/
...\SB_MSH_Br05579_X_X_S_07_STAGE 1.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
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O F TRANS
PO
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ATI
ON
REHABILITATION OF
BRIDGE NO. 05579
ROUTE 190 OVER TERRY BROOK
S-07
B.A./M.G.
J.H.M. II ENFIELD048-197
STAGE 1
TEMPORARY DRIVEWAY
SEE UTILITY SUBSET 06 FOR ADDITIONAL INFORMATION REGARDING THE SEWER.
ALL CONSTRUCTION WILL REQUIRE CLOSE COORDINATION WITH THE EXISTING SEWER.
CONTRACTOR NOTE WELL:
228 OF 12" R.C.P.
(SEE MPT PLAN)
TEMP. BARRIER CURB
CONSTRUCTION SEQUENCE GENERAL NOTES:
DEWATERING BASIN
PORTABLE TEMPORARY
(BY EVERSOURCE)
NEW GUY CABLE
TYPE 'C' C.B.
LEGEND
RET. WALL 2B
RET. WALL 1B
ANTI-TRACKING PAD
PROPOSED TEMPORARY
APPROXIMATE LOCATION OF
190
(TYP.)
RETAINING SYSTEM
TEMPORARY EARTH
GRATE TYPE I
TYPE 'C' C.B. DOUBLE
LIMITS (SEE STAGE 2)
AND RIPRAP WITHIN THESE
THE DRAINAGE STRUCTURE
FOR THE MAINTENANCE OF
CONTRACTOR WORK AREA
(COINCIDENT ON DOWNSTREAM SIDE)
AND FEMA FLOODWAY
FEMA 100-YEAR FLOOD (CALCULATED)
SEDIMENTATION CONTROL SYSTEM
STATE/FEDERAL WETLANDS
FEMA FLOODWAY
FEMA 100-YEAR FLOOD (CALCULATED)
ORDINARY HIGH WATER
24" HDPE (TYPE C)
RIPRAP
12" MODIFIED
BYPASS PIPE
12" CPEP (TYPE S)
(SEE NOTE 9)
INSIDE EXISTING 18" CMP
113' - 12" HDPE PIPE LINING
36' OF 15" R.C.P.
WATER TEST PIT DATA)
(SEE FRONTIER AND
GRATE TYPE II
TYPE 'C' C.B. DOUBLE
WITH SLIP-LINING GROUT SHALL BE PAID UNDER THESE RESPECTIVE ITEMS.
POLYETHYLENE PIPE (SMOOTH INTERIOR). CLEANING THE HOST PIPE AND FILLING ANY VOIDS
WORK TO LINE THE EXISITING 18" CMP SHALL BE PAID UNDER THE ITEM "12" HIGH DENSITY 9.
AS APPROVED BY THE ENGINEER.
THE CONTRACTOR SHALL MAINTAIN A POSITIVE DRAINAGE SYSTEM AT ALL TIMES DURING CONSTRUCTION8.
THE MAINTENANCE AND PROTECTION OF TRAFFIC SPECIAL PROVISION.
CONTROL PLANS CONTAINED IN DURING OFF PEAK TRAFFIC PERIODS IN ACCORDANCE THE TRAFFIC
DRAINAGE IMPROVEMENTS ON THE NORTH SIDE AND ACROSS ROUTE 190 SHALL BE PERFORMED 7.
6. A PASSABLE DRIVEWAY SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.
HANDLING SHALL BE INCLUDED UNDER THE PAY ITEM "HANDLING WATER" (SEE SPECIAL PROVISIONS).
FOR STAGES 2 AND 3 THE WATER HANDING WILL REQUIRE PUMPING. ALL WORK RELATING TO WATER 5.
SHALL CONFORM TO PERMITS.
CONSTRUCTION AREA, SHALL BE ABLE TO SUPPORT CONSTRUCTION ACTIVITY AND EXCAVATION, AND
THAT THE CONTRACTOR ELECTS TO USE WHICH WILL SAFELY CONVEY WATER FLOWS THROUGH THE
TEMPORARY COFFERDAM SHALL CONSIST OF SHEETS, SANDBAGS, OR ANY OTHER APPROVED SYSTEM4.
ACTIVITY.
WATER HANDLING IS SHOWN TO ILLUSTRATE THE LOCATION WITH RESPECT TO THE CONSTRUCTION3.
AND SCHEDULE FOR REVIEW AND APPROVAL BY THE ENGINEER.
ALL DETAILS OF THE WORK. THE CONTRACTOR SHALL PREPARE A DETAILED CONSTRUCTION SEQUENCE
NEITHER THE WORK NOR STEPS LISTED IN THE CONSTRUCTION SEQUENCE ARE INTENDED TO COVER2.
SO LONG AS THE OPERATION OF VEHICULAR TRAFFIC IS MAINTAINED.
REQUIREMENTS. THE SEQUENCE MAY BE ALTERED, SUBJECT TO THE APPROVAL OF THE ENGINEER,
THE SUGGESTED STEPS ILLUSTRATE A SEQUENCE OF CONSTRUCTION THAT CONFORMS TO CONTRACT 1.
CULVERT AS SHOWN.
CONSTRUCT THE PROPOSED CONCRETE FOOTINGS AND WALLS TO THE LIMITS OF THE EXISTING12.
REMOVAL OF THE PREVIOUSLY INSTALLED 12" H.D.P.E. PIPE LINING.
DRIVEWAY AND EXCAVATE THE PROPOSED RETAINING WALL WORK AREA INCLUDING PARTIAL
COMPLETE THE TEMPORARY EARTH RETAINING SYSTEM ALONG THE SOUTH SIDE OF THE TEMPORARY11.
TEMPORARY DRIVEWAY AND SHIFT TRAFFIC.
TEMPORARY DRIVEWAY, EXCAVATE THE ROUTE 190 EARTH EMBANKMENT, CONSTRUCT THE
CONSTRUCT THE TEMPORARY EARTH RETAINING SYSTEM ALONG THE NORTH SIDE OF THE 10.
DURING THIS WORK (SEE SPECIAL PROVISION).
ROUTE 190. CONTRACTOR DESIGNED TEMPORARY SUPPORT OF UTILITIES WILL BE REQUIRED
INCLUDING THE TYPE 'C' DOUBLE C.B. AND THE REMAINING PORTION OF 15" R.C.P ACROSS
CONSTRUCT THE PROPOSED DRAINAGE IMPROVEMENTS ON THE NORTH SIDE OF ROUTE 1909.
AND ROUTE 190 M.P.T. PATTERN.
TEMPORARY BARRIERCOMPLETE CONSTRUCTION ON THE SOUTH SIDE OF ROUTE 190. REMOVE 8.
ACTIVATE THE TEMPORARY BYPASS DRAINAGE PIPE. 7.
36' OF 15" R.C.P. ACROSS ROUTE 190.
INCLUDING THE TYPE 'C' DOUBLE C.B., 228' OF 12" R.C.P AND A PORTION OF THE
CONSTRUCT PROPOSED DRAINAGE IMPROVEMENTS ON THE SOUTH SIDE OF ROUTE 190, 6.
AS SHOWN.
12" CPEP (TYPE S) TEMPORARY BYPASS PIPE AND 12" OF MODIFIED RIPRAP AT THE OUTLET
THE TEMPORARY DRIVEWAY AND CONSTRUCT THE TYPE 'C' CATCH BASIN, 24" H.D.P.E.,
PARTIALLY CONSTRUCT THE TEMPORARY EARTH RETAINING SYSTEM ON THE SOUTH SIDE OF5.
(SEE SPECIAL PROVISION "12 INCH HIGH DENSITY POLYETHYLENE PIPE (SMOOTH INTERIOR)".
INSTALL PROPOSED 12" HDPE PIPE LINING FOR FULL LENGTH OF 18" C.M.P. UNDER ROUTE 1904.
PLACE TEMPORARY BARRIER AND IMPLEMENT ROUTE 190 M.P.T. PLAN.3.
DEWATERING BASIN AS SHOWN.
INSTALL SEDIMENTATION CONTROL SYSTEM, ANTI-TRACKING PAD, AND PORTABLE TEMPORARY2.
COORDINATE WITH EVERSOURCE TO INSTALL A NEW GUY CABLE AS SHOWN.1.
04.07
SAN. MH
SPUR-413
SPUR- 422
RS-1
BCLC
BCLC
MBR
MBR
CL&P#24344
CL&P#221
Bit
Drive
Bit Drive
CL&P#224S
36"Maple
36"
Mpl.
18"
Mpl.
36"
Mpl.
12' Mpl.12"Mpl.
12"Mpls.
BCLC
CONC.
P
RO
PA
NE
FL=128.46
6" Se
wer
15" Sewer
HAZARD AVE. Bit Conc.
12'' P
vc 12'' Tile
N 919600E 1062
400
PAD
CONC.
CL&P#224
NO #
48"Willow
18" Sewer
18" Sewer
18" Se
wer
(FND.) CHD
(FND.) CHD
WG
WGWG
WALL
STONE
FENCE
BOARD
T-1
TEST PIT
W-1
TEST PIT
(Bolted Shut)
SAN. MH
125
125
130
130
135
135
WALK
140
140
140
140
145
145
145
145
145
150
150
150
150
150
150
155
155
160
165
170
190
140
135
2-YEAR FREQUENCY DISCHARGE
AVERAGE SPRING FLOW
AVERAGE DAILY FLOW
TEMPORARY DESIGN FREQUENCY
4 CFS
7 CFS
160 CFS
PLASTIC SEAL LINER
TEMPORARY HYDRAULIC DATA
TE
RR
Y
BR
OO
K
AVERAGE DAILY FLOW
STAGE 2
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
11/23/2016
BLOCK:
SIGNATURE/
...\SB_MSH_Br05579_X_X_S_08_STAGE 2.dgnPlotted Date:
CONNECTICU
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O F TRANS
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ATI
ON
REHABILITATION OF
BRIDGE NO. 05579
ROUTE 190 OVER TERRY BROOK
S-08
B.A./M.G.
J.H.M. II ENFIELD048-197
N.T.S.
STAGE 2
SUGGESTED SEQUENCE OF CONSTRUCTION:
CONTRACTOR NOTE WELL - WORK SHOWN DURING THIS STAGE SHALL NOT EXCEED 14 DAYS.
HIGHWAY LINE
DURING CONSTRUCTION
TO BE MAINTAINED
EXISTING DRIVEWAY
BYPASS PUMP LOCATION
APPROXIMATE TEMPORARY
PROVISION - "HANDLING WATER")
EXISTING CULVERT (SEE SPECIAL
TEMPORARY BYPASS HOSE INSIDE
SCALE: 1" = 20'
DEWATERING BASIN
PORTABLE TEMPORARY
TOP EL. 130.7
PLAN
TEMPORARY DRIVEWAY
(TYP.)
RETAINING SYSTEM
TEMPORARY EARTH
LEGEND
(TYP.)
MODIFIED RIPRAP
MBR TYPE R-B 350
SEQUENCE NOTE 2
SEE CONSTRUCTION
TEMPORARY ANTI-TRACKING PAD
APPROXIMATE LOCATION OF PROPOSED
(TYPE II) SECTION - 50'
METAL BEAM RAIL R-B 350
(TYPE II) SECTION
IN COST OF MBR R-B 350
SECTIONS TO BE INCLUDED
ROUNDED W-BEAM END
LIMITS (SEE NOTE 7)
AND RIPRAP WITHIN THESE
THE DRAINAGE STRUCTURE
FOR THE MAINTENANCE OF
CONTRACTOR WORK AREA
(COINCIDENT ON DOWNSTREAM SIDE)
AND FEMA FLOODWAY
FEMA 100-YEAR FLOOD (CALCULATED)
SEDIMENTATION CONTROL SYSTEM
STATE/FEDERAL WETLANDS
FEMA FLOODWAY
FEMA 100-YEAR FLOOD (CALCULATED)
ORDINARY HIGH WATER
PROPOSED INLET HEADWALL
BYPASS PIPE
12" CPEP (TYPE S)
TOP EL. 130.7
FLOW DIVERSION STRUCTURE
ELEVATION UPSTREAM OF BR. 05579
TEMPORARY WATER SURFACE
FLOW DIVERSION STRUCTURE
TYPICAL SECTION
129.1*
INCREASING THE EXISTING FLOW DEPTH.
THAT THE BYPASS PUMP CAN CONVEY THE FLOW WITHOUT
* REPRESENTS THE EXISTING CONDITION, AS IT IS ASSUMED
CAST CEMENTITIOUS LINING")
(SEE SPECIAL PROVISION "CENTRIFUGALLY
INCLUDING CONRETE WEIRS INSIDE THE CULVERT
CENTRIFUGALLY CAST CEMENTITIOUS LININGWORK AREA.
COMPLETE ALL WORK AT THE INLET END INCLUDING GENERAL CLEAN UP OF THE CONTRACTOR 7.
DEVICES.
REMOVE UPSTREAM FLOW DIVERSION STRUCTURE AND STAGE 2 TEMPORARY WATER HANDLING6.
AND PLACE MODIFIED RIPRAP PER PLAN.
PLACE NATURAL STREAMBED MATERIAL IN UPSTREAM CHANNEL, CONSTRUCT METAL BEAM RAILING 5.
IMPROVEMENT).
INLET IMPROVEMENTS AND CONSTRUCT PROPOSED INLET HEADWALL (SEE SHEET S-10 - INLET
EXCAVATE THE EXISTING UPSTREAM ENDWALL AS REQUIRED FOR THE CONSTRUCTION OF THE4.
INSIDE THE CULVERT (SEE SPECIAL PROVISION "CENTRIFUGALLY CAST CEMENTITIOUS LINING").
INSTALL CENTRIFUGALLY CAST CEMENTITIOUS LINING INCLUDING THE CONCRETE WEIRS3.
OF THE EXISTING CULVERT TO REMAIN.
CUT AND REMOVE A SECTION OF THE EXISTING PIPE AT THE OUTLET END ALONG THE LIMIT2.
SPECIAL PROVISION "HANDLING WATER").(SEE
STRUCTURE AND CONTRACTOR DESIGNED STAGE 2 WATER HANDLING BYPASS PUMPING SYSTEM
PLACE TEMPORARY DEWATERING BASIN AND CONSTRUCT UPSTREAM FLOW DIVERSION1.
04.08
BCLCMBR
BCLC
6" Se
wer
15" Sewer
12'' Tile
18" Sewer
(FND.) CHD
W-1
TEST PIT
14014
0
145
150
190
140
135
125
125
125
125
125
125
125
125
130
130
130
130
130
130
130
130
135
135
SCALE: …" = 1'-0"
SCALE: 1" = 10'
STAGE 3
OUTLET PLAN
{ METAL PIPE ARCH
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
11/23/2016
BLOCK:
SIGNATURE/
...\SB_MSH_Br05579_X_X_S_09_STAGE 3.dgnPlotted Date:
CONNECTICU
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ATI
ON 048-197
S-09
REHABILITATION OFB.A./M.G.
J.H.M. IIBRIDGE NO. 05579
ENFIELD
STAGE 3ROUTE 190 OVER TERRY BROOK
SUGGESTED SEQUENCE OF CONSTRUCTION:
BYPASS PUMP LOCATION
APPROXIMATE TEMPORARY
FISH WEIR (TYP.)
PRECAST CONCRETE
DEWATERING BASIN
PORTABLE TEMPORARY
OF D.R.O.W.
PROPOSED LIMITS
HOSE
TEMPORARY BYPASS
SEE NOTE A
NOTE A:
LEGEND
STATE/FEDERAL WETLANDS
ORDINARY HIGH WATER
INTERMEDIATE RIPRAP
2-YEAR FREQUENCY DISCHARGE
AVERAGE SPRING FLOW
AVERAGE DAILY FLOW
TEMPORARY DESIGN FREQUENCY
4 CFS
7 CFS
160 CFS
TEMPORARY HYDRAULIC DATA
AVERAGE DAILY FLOW
129.3
STAGE 3
TYPE 'C' C.B.
10' OF 24" R.C.P.
(TYP.)
RETAINING SYSTEM
TEMPORARY EARTH
TEMPORARY DRIVEWAY
(COINCIDENT ON DOWNSTREAM SIDE)
AND FEMA FLOODWAY
FEMA 100-YEAR FLOOD (CALCULATED)
ROCK WEIR
BYPASS PIPE
12" CPEP (TYPE S)
12" OF MODIFIED RIPRAP
CULVERT END
PROPOSED 12" METAL
BYPASS PIPE
12" CPEP (TYPE S)
STRUCTURE
TEMPORARY FLOW DIVERSION
CONTRACTOR AND INCLUDED IN THE COST OF "HANDLING WATER".
STRUCTURE IS REQUIRED AS DIRECTED BY THE ENGINEER THIS SHALL BE PROVIDED BY THE
ENTERING THE DOWNSTREAM WORK ZONE. IF IT IS DETERMINED A TEMPORARY FLOW DIVERSION
THE CONTRACTOR SHALL SEQUENCE THE WORK TO AVOID ANY CONCERNS WITH BY-PASS FLOWS
ELEVATION UPSTREAM OF BR. 05579
TEMPORARY WATER SURFACE
PERFORM GENERAL SITE CLEANUP.11.
REMOVE THE ANTI-TRACKING PAD AND SEDIMENTATION CONTROL SYSTEM.10.
SEEDING FOR SLOPES.
RESTORE THE ROUTE 190 EARTH EMBANKMENT, FINALIZE GRADING AND CONSERVATION 9.
SYSTEM AND INSTALL FINAL DRAINAGE PIPE IN THE SLOPE EMBANKMENT.
REMOVE THE TEMPORARY DRIVEWAY AND REMAINING SECTIONS OF TEMPORARY EARTH RETAINING8.
CONSTRUCT THE FINAL DRIVEWAY INCLUDING THE CONCRETE SLAB AND SHIFT TRAFFIC. 7.
REMOVE THE TEMPORARY FLOW DIVERSION STRUCTURE AND STAGE 3 WATER HANDLING DEVICES. 6.
RETAINING SYSTEM ON THE SOUTH SIDE OF THE TEMPORARY DRIVEWAY.
BACKFILL BEHIND THE RETAINING WALLS AND ENDWALL AND REMOVE THE TEMPORARY EARTH5.
CONSTRUCT DOWNSTREAM FISH WEIRS AND CHANNEL PER PLANS. 4.
OF THE 10' OF 24" R.C.P. THROUGH THE HEADWALL. CONSTRUCTION
COMPLETE THE REMAINING RETAINING WALL AND ENDWALL CONSTRUCTION INCLUDING 3.
END AS SHOWN.
PIPE ON THE EAST SIDE OF THE WORK AREA AND PLACE 12" OF MODIFIED RIPRAP AT OUTLET
INSTALL 12" METAL CULVERT END PER PLAN AND PROVIDE A 12" TEMPORARY C.P.E.P. BYASS 2.
"HANDLING WATER").
THE DOWNSTREAM CHANNEL CONSTRUCTION WORK AREA (SEE SPECIAL PROVISION
INSTALL A CONTRACTOR DESIGNED BYPASS PUMPING SYSTEM TO PUMP TERRY BROOK AROUND
CONSTRUCT A FLOW DIVERSION STRUCTURE INSIDE THE CULVERT AT THE OUTLET END AND1.
(SEE NOTE 7)
CONCRETE SLAB
PAID FOR UNDER THE ITEM "HANDLING WATER".
INSIDE THE OUTLET END OF THE CULVERT
(2 FEET HIGH FROM FINAL INVERT ELEVATION)
TEMPORARY FLOW DIVERSION STRUCTURE
04.09
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
11/23/2016
BLOCK:
SIGNATURE/
...\SB_MSH_Br05579_X_X_S_10_DET-INLET.dgnPlotted Date:
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PLAN
REHABILITATION OFB.A./M.G.
J.H.M. IIBRIDGE NO. 05579
ENFIELD
ROUTE 190 OVER TERRY BROOKSCALE: •" = 1'-0"
048-197
B
-
A
-
SECTION
ELEVATION
1'-6"MATCH EXISTING
PROPOSED GRADE
(TYP.)
LIMITS OF STRUCTURE EXCAVATION EARTH (COMPLETE)
2'-0"
(COMPLETE)
EXCAVATION EARTH
LIMITS OF STRUCTURE
1'-0"
DRIVEWAY
EXISTING
MATCH EXISTING
A
-
B
-
SECTION
6"
(TYP.)
ELEVATION
MATCH EXISTING
ELEVATION
4"
1'-0" 2'-0"
45°
(TYP.)
ENDWALL TO REMAIN
EXISTING CONCRETE
5 EQUAL SPACES FOR DRILL AND GROUT #5 BARS
{ PIPE
{ PIPE
WEIR
WEIR
WEIR
#5 (TYP.)
#5 @ 1'-6"
#6 @ 1'-6"
BARS (TYP.)
DRILL AND GROUT #5
2'-0"
TO REMAIN
CONCRETE ENDWALL
TOP OF EXISTING
TO REMAIN
CONCRETE ENDWALL
TOP OF EXISTING
(COMPLETE)
EXCAVATION EARTH
OF STRUCTURE
APPROXIMATE LIMITS
NOTES:
3"
(TYP.)
3"
(TYP.)
2'-0"
NATIVE STREAMBED MATERIAL NOTES:
INLET IMPROVEMENT
S-10
2'-0"
OF EXISTING CHANNEL MATERIAL
EXCAVATION AND REUSE
MATCH EXISTING GRADE
1'-6"|
(TYP.)
DIRECTED BY ENGINEER
MODIFIED RIPRAP AS
AS DIRECTED BY ENGINEER
12" OF MODIFIED RIPRAP
PROTECTIVE FENCE (4' HIGH)
2 EQUAL POST SPACES
15'|
1'-0"
(TYP.)
#5 (TYP.)
1'-0"
#6
6 X 6 X - W4.0 X 4.0
WELDED WIRE FABRIC
#6
(TYP.)
MAX. SPACING = 1'-6" (AS SHOWN)
1/2"~ x 12" LONG WELDED STUD
1'-6"
(SEE CHANNEL SECTION).
STREAMBED MATERIAL SHALL BE PLACED TO ELEVATION 128.0'4.
PROVISION).
OF EXISTING CHANNEL BOTTOM MATERIAL" (SEE SPECIAL
INCLUDED IN THE COST OF THE ITEM "EXCAVATION AND REUSE
THE COST REPLACING THE STREAMBED MATERIAL SHALL BE3.
LIMITS AND PROTECTED WITH SEDIMENTATION CONTROL SYSTEM.
THE STOCKPILE SHALL BE LOCATED OUTSIDE THE WETLAND2.
DOCUMENTS.
BY THE ENGINEER, AND IN ACCORDANCE WITH THE PERMIT
REPLACED TO THE DEPTH SHOWN ON THE PLANS, AS DIRECTED
AND OUTLET IMPROVEMENTS SHALL BE STOCKPILED AND THEN
NATIVE STREAMBED MATERIAL EXCAVATED DURING THE INLET1.
ALL WELDED WIRE FABRIC SHALL HAVE 2" COVER.
THE EXISTING PIPE, CUT TO FIT, AS DIRECTED BY THE ENGINEER.
THE TOP AND SIDES OF THE CONCRETE ENCASEMENT AROUND
PROVIDE A WELDED WIRE FABRIC 6 X 6 - W4.0 X 4.0 ACROSS8.
EXISTING EMBANKMENT AS DIRECTED BY THE ENGINEER.
MODIFIED RIPRAP USED FOR SLOPE PROTECTION TO MATCH7.
CHEMICAL ANCHOR MATERIAL.
REINFORCING. ABANDONED HOLE SHALL BE FILLED WITH
THE HOLE SHALL BE RELOCATED TO CLEAR THE EXISTING
BARS ARE ENCOUNTERED DURING THE DRILLING OPERATION,
DRILLING EXISTING REINFORCING. IF EXISTING REINFORCING
THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID6.
UNDER THE ITEM "CLASS 'F' CONCRETE".
PLACING THE NEW CONCRETE. THIS WORK SHALL BE PAID FOR
SHALL BE ROUGHENED AND THOROUGHLY CLEANED PRIOR TO
EXISTING CONCRETE, THE SURFACE OF THE EXISTING CONCRETE
WHERE PROPOSED CONCRETE IS BEING PLACED AGAINST5.
THE GROUT MANUFACTURER'S SPECIFICATIONS.
USING CHEMICAL ANCHORAGE SYSTEM TO BE DETERMINED BY
DIAMETER AND DEPTH OF HOLES FOR DRILL AND GROUT BARS4.
UNDER THE ITEM "DRILLING HOLES AND GROUTING DOWELS".
INTO EXISTING ENDWALL SHALL BE INCLUDED FOR PAYMENT
THE CORE DRILLING AND GROUTING OF REINFORCING STEEL3.
ASTM A615 GRADE 60.
THE REINFORCING SHALL BE EPOXY COATED AND CONFORM TO2.
IMPROVEMENTS.
CLASS 'F' CONCRETE SHALL BE USED FOR THE INLET ENDWALL1.
04.10
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
11/23/2016
BLOCK:
SIGNATURE/
...\SB_MSH_Br05579_X_X_S_11_DET-WEIRS.dgnPlotted Date:
CONNECTICU
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PLAN
A
-
A
-
SECTIONC
-
SECTION
REHABILITATION OFB.A./M.G.
J.H.M. IIBRIDGE NO. 05579
ENFIELD
ROUTE 190 OVER TERRY BROOK CULVERT REPAIRDETAILS
{ ARCH PIPE
{ PIPE ARCH
(TYP.)
REMOVE ARCH PIPE
ARCH PIPE (TYP.)
EXISTING METAL
SCALE: ƒ" = 1'-0"
SCALE: •" = 1'-0"
HEADWALL
REMOVE EXISTING
FLOW
CULVERT (SITE NO. 1)"
"REMOVAL OF EXISTING
PAID FOR UNDER THE ITEM
MASONRY"
"REMOVE EXISTING
UNDER THE ITEM
HEADWALL PAID FOR
REMOVE EXISTING
048-197
SCALE: •" = 1'-0"
B
-
SECTION
B
-
B
-
C
-
SCALE: „" = 1'-0"
A
-
1'-0"
3"
3"
3"
18'-0"5'-4"
180'-0"
17'-0"|
2'-0"
WEIR (TYP.)
8"
(TYP.)
(SEE DETAIL THIS SHEET)
WELDED STUD (TYP.)
5'-0" |
2'-3" |
NOTES:
2•
"
(T
YP.)
{ ARCH PIPE
2•
"
3"
6"
1'-0"
•"~ WELDED STUD (TYP.)
WITH 1' SPACING (TYP.)
•"~ WELDED STUD
(TYP.)
(TYP.)
TYPICAL WEIR NOTCH DETAIL
WEIR (TYP.)
S-11
#4 BAR
MORTAR.
CEMENTITIOUS FIBER REINFORCED
WEIRS ARE TO BE MADE FROM
REMOVE ARCH PIPE
CEMENTITIOUS LINING" (TYP.)
THE ITEM "CENTRIFUGALLY CAST
MORTAR LINING PAID FOR UNDER
CEMENTITIOUS FIBER REINFORCED
(SEE SPECIAL PROVISION)
CENTRIFUGALLY CAST CEMENTITIOUS LINING
"PRESSURE GROUTING"
WITH THE SPECIAL PROVISION FOR
BY THE ENGINEER IN ACCORDANCE
FILL VOIDS UNDER PIPE AS DIRECTED
"CENTRIFUGALLY CAST CEMENTITIOUS LINING")
LINING (SEE SPECIAL PROVISION
CENTRIFUGALLY CAST CEMENTITIOUS
STEEL BARS - EPOXY COATED".
#4 BARS TO BE PAID FOR UNDER THE ITEM "DEFORMED3.
"WELDED STUDS".
•"~ WELDED STUDS TO BE PAID UNDER THE ITEM2.
(SEE SPECIAL PROVISION).
UNDER THE ITEM "CENTRIFUGALLY CAST CEMENTITIOUS LINING"
WEIRS SHOWN INSIDE THE CULVERT SHALL BE PAID FOR 1.
04.11
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
11/23/2016
BLOCK:
SIGNATURE/
...\SB_MSH_Br05579_X_X_S_12_WALL-1.dgnPlotted Date:
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ELEVATION
17'-0" 5'-5•" 30'-0" 12'-0"
4'-0"4'-0"
70'-1"
PLAN
REHABILITATION OFB.A./M.G.
J.H.M. IIBRIDGE NO. 05579
ENFIELD
ROUTE 190 OVER TERRY BROOK
EL. 121.0
EL. 125.0
EL. 128.0
EL. 139.0
PLAN AND ELEVATIONRETAINING WALLS
S-12
EL. 143.094
PROPOSED GRADE
NOTES:
1'-0"
(TYP.)
1
1
1
1
1
1
1
1
(TYP.)
12" GRANULAR FILL
EL. 133.5
TOP OF BATTER
24"~ R.C.P.
OPENING FOR
RETAINING WALL 1B RETAINING WALL 2B
EL. 135.5
EL. 139.594
1'-0"
PIPE ARCH
EXISTING METAL
HEADWALL
•" PREFORMED EXPANSION
JOINT FILLER
•" PREFORMED EXPANSION
JOINT FILLEREND BLOCK END BLOCK
(TYP.)
•" PREFORMED EXPANSION
JOINT FILLER
BRIDGE RAIL
3 TUBE CURB MOUNTED
62-1"
4'-11‡" 5'-5‡"
EL. 134.776
GUTTER LINE
EL. 138.702
GUTTER LINE
048-197
(TYP.)
HIGH SURVIVABILITY)
GEOTEXTILE (SEPARATION -
5'-6"
•" PREFORMED EXPANSION
JOINT FILLER
TO THE OUTSIDE FACE OF WALL.
TOP OF CURB AND HORIZONTALLY ALONG THIS JOINT
JOINT SEAL TO EXTEND FROM TOP OF FOOTING TO2.
AND NOTES, SEE DRAWING NO. S-16.
FOR "3 TUBE CURB MOUNTED BRIDGE RAIL" DETAILS1.
A
S-13
B
S-13
F
S-14
G
S-14
C
S-13
D
S-13
6"~ C.C.M.
OPENING FOR6"~ C.C.M.
OPENING FOR
INV. EL. 130.0
INV. EL. 129.0
UNDERDRAIN
6" C.C.M. STRUCTURE
END CAP
UNDERDRAIN
6" C.C.M. STRUCTURE
END CAP
19'-3"18'-7"
INV. EL. 126.3
E
S-14
E
S-14
PROPOSED GRADE
17'-0"
04.12
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
11/23/2016
BLOCK:
SIGNATURE/
...\SB_MSH_Br05579_X_X_S_13_WALL-2.dgnPlotted Date:
CONNECTICU
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SCALE: •" = 1'-0"
REHABILITATION OFB.A./M.G.
J.H.M. IIBRIDGE NO. 05579
ENFIELD
ROUTE 190 OVER TERRY BROOK RETAINING WALLSSECTIONS - 1
S-13
048-197
7'-5"
9'-7"
6'-11"
A
S-12
SECTION
B
S-12
SECTION
C
S-12
SECTION
3'-6"
FOOTING STEP DETAIL
2'-3"
2'-3"
2'-0"
6"
6"
#5 @ 1'-6"
4 - #5
4'-0"
(TYP.)
1" X 1" BEVEL
#5 @ 12"
1'-6"
4"
2'-3"
2'-0"
2'-3"
2'-0"
#5 @ 12"
#5 @ 12"
#5 IN HOOK
1.5
1
GRADE
PROPOSED
FILL (TYP.)
12" GRANULAR
BACKFILL (TYP.)
PERVIOUS STRUCTURE
TO WALL (TYP.)
MEASURED PERPENDICULAR
#5 IN HOOK
(TYP.)
4"
1'-6"
2'-3"
2'-0"
4'-0"
#5 @ 12"
1
10
#5 @ 12"
#5 @ 12"
2'-0"
(TYP.)
#5 @ 12"
#5 @ 6"
GRADE
PROPOSED
1
10
#5 @ 12" (T. & B.)
#5 @ 12" (T. & B.)#5 IN HOOK
2'-0"
2'-3"
4"
1'-6"
#5 @ 12"
#5 @ 12"
#5 @ 12"
#5 @ 12"
2'-0"
(TYP.)
#5 @ 12"
#5 @ 12"
(TYP.)
1" X 1" BEVEL
2'-3"
NOTES:
(T
YP.)
1'-0"
MIN.
(TYP.)
OBTRUDES WITHIN THIS AREA
UNDISTURBED MATERIAL
SLOPE LINE EXCEPT WHERE
GRADE
PROPOSED
#5 @ 12" (T & B)
1'-11"
GRADE
PROPOSED
#5 @ 6"
DA
MPP
RO
OFIN
G
VE
RTIC
AL P
AY
ME
NT
LI
MITS
TE
MP
OR
AR
Y
EA
RT
H
RE
TAININ
G
SYS
TE
M (T
YP.)
D
S-12
SECTION
GUTTER LINE
(TYP.)
HIGH SURVIVABILITY)
GEOTEXTILE (SEPARATION -
PAY LIMITS FOR STRUCTURE EXCAVATION - EARTH (COMPLETE)
1'-11"
MIN.
MIN.
MIN.
1'-6"
MIN.
MIN.
1'-6"
RETAINING SYSTEM
TEMPORARY EARTH
RETAINING SYSTEM
TEMPORARY EARTH
RETAINING SYSTEM
TEMPORARY EARTH
4'-8"
UNDERDRAIN
STRUCTURE
6" C.C.M.
UNDERDRAIN
STRUCTURE
6" C.C.M.
= 0.72 TSF (SERVICE I)
PRESSURE = 1.0 TSF (STRENGTH I)
MAXIMUM DESIGN FOUNDATION
= 1.11 TSF (SERVICE I)
PRESSURE = 1.55 TSF (STRENGTH I)
MAXIMUM DESIGN FOUNDATION
= 1.99 TSF (SERVICE I)
PRESSURE = 1.97 TSF (STRENGTH I)
MAXIMUM DESIGN FOUNDATION
AND TOP OF BATTER
CONSTRUCTION JOINT
AND TOP OF BATTER
CONSTRUCTION JOINT
PAY LIMITS FOR STRUCTURE EXCAVATION - EARTH (COMPLETE)
PAY LIMITS FOR STRUCTURE
EXCAVATION - EARTH (COMPLETE)
(TYPICAL ALL SECTIONS)
BRIDGE RAIL
3 TUBE CURB MOUNTED
MINIMUM FOOTING EMBEDMENT DEPTH IS 4 FEET.4.
TO A DEPTH OF 1/4".
TO BE POURED SHALL BE INTENTIONALLY ROUGHENED
THE SURFACE ON WHICH THE CONCRETE CLASS 'F' IS3.
OTHERWISE.
REINFORCING TO HAVE 3" COVER EXCEPT WHERE SHOWN2.
WALL 1B, 2B AND HEADWALL, AND FOR END BLOCKS.
FROM TOP OF THE BATTER TO TOP OF THE WALL FOR
CONCRETE USED IN THE STRAIGHT STEM OF WALL 2B AND
SUBSTRUCTURE WITH THE EXCEPTION OF THE CLASS "F"
CLASS "A" CONCRETE SHALL BE USED FOR THE ENTIRE1.
04.13
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
11/23/2016
BLOCK:
SIGNATURE/
...\SB_MSH_Br05579_X_X_S_14_WALL-3.dgnPlotted Date:
CONNECTICU
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SCALE: •" = 1'-0"
REHABILITATION OFB.A./M.G.
J.H.M. IIBRIDGE NO. 05579
ENFIELD
ROUTE 190 OVER TERRY BROOK
G
S-12
SECTION F
S-12
SECTION
RETAINING WALLSSECTIONS - 2
S-14
#5 @ 6"
1.5
1
BACKFILL (TYP.)
PERVIOUS STRUCTURE
TO WALL (TYP.)
MEASURED PERPENDICULAR
(TYP.)
OBTRUDES WITHIN THIS AREA
UNDISTURBED MATERIAL
SLOPE LINE EXCEPT WHERE
PROPOSED GRADE
(TYP.)
#5 @ 12"
NOTES:
RETAINING SYSTEM
TEMPORARY EARTH
1'-11"
ARCH PIPE
RETAINING SYSTEM OVER
FOR TEMPORARY EARTH
VERTICAL PAYMENT LIMITS
048-197
DA
MPP
RO
OFIN
G
PAY LIMITS FOR STRUCTURE EXCAVATION EARTH (COMPLETE)
2'-0"
4'-0"
#5 @ 6"
#5 @ 12"
EXIS
TIN
G
ME
TA
L PIP
E
AR
CH
2'-0"
1
10
1'-6"
2'-3"
2'-0"
DA
MPP
RO
OFIN
G
#5 @ 6"
#5 @ 12"
#5 @ 12" (T. & B.)
#5 IN HOOK
(TYP.)
HIGH SURVIVABILITY)
GEOTEXTILE (SEPARATION -
HIGH SURVIVABILITY)
GEOTEXTILE (SEPARATION -
12" GRANULAR FILL
4" (MIN.)
10'-6"
3'-0"
JOINT
OPTIONAL CONSTRUCTION
1'-6"
MIN.
(SEE NOTE "A")
RETAINING SYSTEM
TEMPORARY EARTH
UNDERDRAIN
6" C.C.M. STRUCTURE
= 1.25 TSF (SERVICE I)
PRESSURE = 1.76 TSF (STRENGTH I)
MAXIMUM DESIGN FOUNDATION
AND TOP OF BATTER
CONSTRUCTION JOINT
1'-0"
1'-3"
#5 @ 12"
7'-0"
#5 @ 12"
E
S-12
SECTION
#5 IN HOOK
12" GRANULAR FILL
(TYP.)
HIGH SURVIVABILITY)
GEOTEXTILE (SEPARATION -
#5 @ 12" (T. & B.)
JOINT
CONSTRUCTION
9'-7" OR 10'-6"
2'-3"
2'-0"
1'-6"
3'-0"
4'-0"
1'-0"
DA
MPP
RO
OFIN
G
#5 @ 12"
MIN.
MIN.
1'-6"1'-6"
JOINT
CONSTRUCTION
#5 @ 12"
#5 @ 6"
#5 @ 6"
#5 @ 12"
GRADE
PROPOSED
RETAINING SYSTEM
TEMPORARY EARTH
4"
PAY LIMITS FOR STRUCTURE EXCAVATION EARTH (COMPLETE)
EXCAVATION EARTH (COMPLETE)
PAY LIMITS FOR STRUCTURE
GRADE
PROPOSED
PAVEMENT (TYP.)
BITUMINOUS CONCRETE
FILL (TYP.)
COMPACTED GRANULAR JOINT FILLER FOR BRIDGES
•" PREFORMED EXPANSION
•" X •" JOINT SEAL ON
#5 @ 6"
12" GRANULAR FILL
#5 @ 6"
(TYP.)
#5 @ 6"
ITEM "TEMPORARY EARTH RETAINING SYSTEM".
PROPOSED BY THE CONTRACTOR. THIS WORK SHALL BE PAID FOR UNDER THE
UTILIZING SOLDIER PILE/LAGGING, CONCRETE BLOCKS, OR OTHER MEANS
SURCHARGE AND A LATERAL LOAD OF 2 K/FT. THE DESIGN MAY CONSIST
CORRUGATED STEEL PIPE IS REQUIRED TO SUPPORT LOADS DUE TO FILL,
A CONTRACTOR DESIGNED TEMPORARY SUPPORT SYSTEM OVER THE EXISTING
NOTE "A"
REINFORCED CONCRETE SLAB
GRANULAR FILL
12" COMPACTED
GRANULAR FILL
12" COMPACTED
2'-0"2'-0"
(TYP.)
ADDITIONAL #5
#5
@12" E.F.
3-#
5
E.F.
3-#
5
E.F.
3-#
5
E.F.
3-#
5
E.F.
3-#
5
E.F.
2-#5 E.F.
2-#5 E.F.
4-#5
(T. & B.)
(TYPICAL ALL SECTIONS)
BRIDGE RAIL
3 TUBE CURB MOUNTED
OTHERWISE.
REINFORCING TO HAVE 3" COVER EXCEPT WHERE SHOWN2.
EXISTING ARCH PIPE SHALL BE DAMPPROOFED.
TOP AND SIDE FACE OF CONCRETE SLAB OVER1.
1'-2"
WELDED STUD
ADDITIONAL COST TO THE STATE.
RESPONSIBLE FOR ANY DAMAGES AS DIRECTED BY THE ENGINEER AT NO
DAMAGE TO THE PERMANENT CONSTRUCTION. THE CONTRACTOR SHALL BE
CONSTRUCTION OF THE CENTRIFUGALLY CAST CEMENTITIOUS LINING TO AVOID
THE EXISTING PIPE. ALL WORK WILL REQUIRE CLOSE COORDINATION WITH THE
THE CONTRACTOR SHALL MAKE EVERY EFFORT TO MINIMIZE EXCAVATION UNDER
NOTE "B"
04.14
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
11/23/2016
BLOCK:
SIGNATURE/
...\SB_MSH_Br05579_X_X_S_15_WALL-4.dgnPlotted Date:
CONNECTICU
T
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ME
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O F TRANS
PO
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ATI
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SCALE: •" = 1'-0"
REHABILITATION OFB.A./M.G.
J.H.M. IIBRIDGE NO. 05579
ENFIELD
ROUTE 190 OVER TERRY BROOK
S-15
048-197
(TYP.)
#5 @ 6"
(TYP.)
#5 @ 6"
TOP OF PARAPET
(TYP.)
#5 @ 12"
(TYP.)
#5 @ 12"
(TYP.)
#5 @ 6"
(TYP.)
#5 @ 6"
OPENING FOR 24"~ R.C.P.
4-#5 (TYP.)
4-#5 (TYP.)
6"~ C.C.M.
OPENING FORPIPE ARCH
EXISTING METAL
12" LAP12" LAP
#5 @ 12" E.F.
•" JOINT
•" JOINT
HEADWALL - DETAILS
#5 @ 6" (TYP.)
30'-0"
HEADWALL
4-#5 BOTTOM
2-#5 E.F.
4-#5 TOP
2-#5 E.F.
3-#5 E.F.
3-#5 E.F.
4-#5 E.F.
SEE NOTE "A"
#5 @ 6" (TYP.)
NOTE "A":
MAX. SPACING = 1'-6"
WELDED STUD (TYP.)
1/2"~ X 12" LONG
20' LONG
ADDITIONAL 4-#5
CULVERT TO FIT FIELD CONDITIONS.
REINFORCEMENT SHOWN SHALL BE COORDINATED WITH THE FIELD LOCATION OF THE EXISTING
(TYP.)
SEE NOTE "A"
HEADWALL REINFORCEMENT LAYOUT
OUTLET
04.15
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
11/23/2016
BLOCK:
SIGNATURE/
...\SB_MSH_Br05579_X_X_S_16_RAIL.dgnPlotted Date:
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L
L/4 | 6"
SEE STRUCTURE PLANS FOR POST SPACING
2" MAX.
6'-6" MAX.
BRIDGE JOINT
11‚
"1'-ƒ
"
2'-11"
2"
1" B
AS
E P
LA
TE
1•
" | G
RO
UT
4"
5ƒ
"7"
5ƒ
"7"
4"
6•
"
2"
SCALE: •" = 1'-0"
SCALE: •" = 1'-0"
SCALE: 1•" = 1'-0"
PLAN
ELEVATION
SEE STRUCTURE PLANS
CONCRETE END BLOCK
SPACER BLOCK (TYP.)
HSS 7 X 3 X ‚" - 6•"
SCALE: 1•" = 1'-0" SCALE: 1•" = 1'-0"
ANCHOR PLATE DETAIL BASE PLATE DETAIL
SCALE: 3" = 1'-0"
RAIL CAP DETAIL
RAIL SPLICE DETAILS
SCALE: 1•" = 1'-0"
SCALE: 1•" = 1'-0"
TYP.
Š
‰
‰TYP.
1"
1'-0"
4"
„TYP.
3…"
‚"
6…
"
3 TUBE CURBMOUNTED BRIDGE RAIL
VA
RIES
S-16
1'-11"
ENFIELDREHABILITATION OF
BRIDGE NO. 05579
ROUTE 190 OVER TERRY BROOK
1'-1"
1'-0"
1•" 5" 5" 1•"
1•
"1•
"4•
"4•
"
6"~ HOLE
4 - 1"~ HOLE
2„"
1ƒ
"
‡"
1‚"‡"
‡"
‡" HOLE
` ‚"
POST DETAILS
1'-1"
1'-0"
1•" 1•"5"5"
1•
"4•
"4•
"1•
"
`1"
NOTES:
4"
7"
CONTENT OF 0% TO 0.04% OR 0.15% TO 0.25%.
FABRICATION, EXCEPT AS NOTED. GALVANIZED - CONTROL SILICON MEANS SILICON
ALL STRUCTURAL STEEL SHALL BE HOT -DIP GALVANIZED INCLUDING FASTENERS AFTER6.
INSTALLING THE NECESSARY GUARDRAIL CONNECTION PLATES AND TERMINAL CONNECTORS.
PAYMENT FOR THE RAILING WILL INCLUDE COMPENSATION FOR FURNISHING AND5.
PROVIDE REINFORCING STEEL CONFORMING TO ASTM A615 GRADE 60.4.
INSTALL POSTS NORMAL TO GRADE.
FABRICATE RAILING TO THE HORIZONTAL AND VERTICAL ALIGNMENT OF THE STRUCTURE.3.
GRADE B, A618, A501 OR UNLESS OTHERWISE NOTED.
PROVIDE STEEL POSTS AND PLATES CONFORMING TO ASTM SPECIFICATION A5002.
A500 GRADE B, A618 OR A501.
RAIL ELEMENTS FOR STRUCTURAL TUBING CONFORMING TO ASTM SPECIFICATION1.
048-197B.A./M.G.
J.H.M. II
W8 X 24 POST
…" A
NC
HO
R
PL
AT
E
TOP RAIL
HSS 7 X 4 X ‚"
MIDDLE RAIL
HSS 7 X 4 X ‚"
BOTTOM RAIL
HSS 7 X 4 X ‚"
GALVANIZING
` 12" X 13" X …"
BOLTS
FOR ‡" S.S. ANCHOR
4 - 1„"~ HOLE
1'-0"
AND NUT
LOCK WASHER
PLATE WASHER (*),
~ ƒ" HEX BOLT WITH
(*) PLATE WASHER DETAIL
PLATE WASHER (*)
WITH NUT, WASHER AND
~ 3/4" DOME HEAD BOLT
04.16
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
SCALE AS NOTED
11/23/2016
BLOCK:
SIGNATURE/
...\SB_MSH_Br05579_X_X_S_17_FENCE.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
REHABILITATION OFB.A./M.G.
J.H.M. IIBRIDGE NO. 05579
ENFIELD
ROUTE 190 OVER TERRY BROOK
SCALE: •" = 1'-0"
048-197
S-17
3'-9"
4'-0"
3"
{ RAIL
{ RAIL
TOP AND BOTTOM RAILS
9 GAGE TIE WIRES @ 12" MAX.
2-WAY CLAMP TOP AND BOTTOM (TYP.)
1‚" N.D. RAIL TOP AND BOTTOM (TYP.)
2" N.D. INTERIOR POST (TYP.)
‚" x ƒ" STRETCHER BAR
@ 12" MAX. AT END POST
„" x 1" STRETCHER BAR BANDS
DRIVEWAY
EXISTING
{ POST
6 GA. TIE WIRES @ 12" MAX. ALL POSTS
2" MESH, 4' HIGH
9 GA. BLACK PVC COATED STEEL FABRIC,
TOP AND BOTTOM (TYP.)
KNUCKLED SELVAGE AT
1-WAY CLAMP TOP AND BOTTOM
DOME END CAP (TYP.)
2•" N.D. END POST (TYP.)
PROTECTIVE FENCE(4' HIGH)
PROTECTIVE FENCE NOTES:
OF THE PROTECTIVE FENCE TO ENSURE PROPER FIT AND ALIGNMENT.
ALL MEASUREMENTS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION8.
BE PAID FOR UNDER THE ITEM "PROTECTIVE FENCE (4' HIGH)".
THE FABRICATION AND INSTALLATION OF THE PROTECTIVE FENCE SHALL7.
POCKET.
SHALL BE ABLE TO COLLECT INTO THE FENCE POST WITHIN THE GROUT
THE GROUT, GROUT SHALL FILL THE BOTTOM OF FENCE POST. NO WATER
THE FENCE POST SHALL BE OPEN-ENDED. WHEN THE POST IS PLACED INTO
GROUT SHALL BE PLACED IN HOLE BEFORE FENCE POST. THE BOTTOM OF6.
ALL RAILS SHALL BE INSTALLED PARALLEL TO THE TOP OF THE WALL. 5.
ALL POSTS SHALL BE INSTALLED VERTICALLY.4.
SHALL BE BLACK.
PRIOR TO PVC COATING. THE COLOR OF THE POSTS, RAILS AND FITTING
AND FASTENERS SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION
ALL FENCE COMPONENTS, INCLUDING POSTS, RAILS, FITTINGS3.
OF ASTM A53 TYPE E OR S GRADE B.
ALL POSTS, RAILS AND FITTINGS SHALL MEET THE GENERAL REQUIREMENTS 2.
SELVAGE AT BOTH TOP AND BOTTOM OF THE FABRIC.
ASTM F688, CLASS 2B. IT SHALL HAVE A 2" MESH WITH A KNUCKLED
PRIOR TO PVC COATING AND CONFORM TO THE SPECIFICATIONS OF
(PVC) COATED STEEL CHAIN LINK TYPE, WHICH SHALL BE GALVANIZED
THE CHAIN LINK FABRIC SHALL BE MADE OF BLACK POLYVINYL CHLORIDE1.
WALL THICKNESS.
SHALL BE CENTERED ON THE
NON-SHRINK GROUT. THE HOLE
GROUT POST IN HOLE WITH
FORM 4"~ HOLE IN WALL AND
TO BE FILLED WITH GROUT
EMBEDDED PORTION OF POST
(TYP.)
‚" DRAIN HOLE
SEAL AROUND POST
PLACE SILICONE JOINT
MOUND UP GROUT AROUND POST
1'-0"
A
-
DETAIL
SCALE: 3" = 1'-0"
1"
1'-0"
A
-
SCALE: 1" = 1'-0"
B
-
SECTION
{ POST
{ INLET ENDWALL
1'-0"
1'-6"
9"
INLET ENDWALL ELEVATION
B
-
04.17