04 - STRUCTURE - Bids & Projects WALLS - SECTIONS 2 RETAINING WALLS - SECTIONS 1 RETAINING WALLS - PLAN AND ELEVATION CULVERT REPAIR DETAILS INLET IMPROVEMENTS STAGE 3 STAGE 2 STAGE

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

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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


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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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


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


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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J.H.M. II ENFIELD


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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J.H.M. II ENFIELD


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



ORDINARY HIGH WATER

(COINCIDENT ON DOWNSTREAM SIDE)

AND FEMA FLOODWAY


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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...\SB_MSH_Br05579_X_X_S_06_DET-FISH LADDER.dgn

Border Version: 11/14/08

Plotted Date:

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REHABILITATION OFB.A./M.G.

J.H.M. IIBRIDGE NO. 05579

ENFIELD


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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REHABILITATION OF

BRIDGE NO. 05579


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


AND FEMA FLOODWAY


SEDIMENTATION CONTROL SYSTEM


FEMA FLOODWAY


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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BRIDGE NO. 05579


S-08

B.A./M.G.

J.H.M. II ENFIELD048-197

N.T.S.

STAGE 2


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


AND FEMA FLOODWAY


SEDIMENTATION CONTROL SYSTEM


FEMA FLOODWAY


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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S-09



ENFIELD

STAGE 3ROUTE 190 OVER TERRY BROOK


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


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


AND FEMA FLOODWAY


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











11/23/2016

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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


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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PLAN

A

-

A

-

SECTIONC

-

SECTION



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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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ELEVATION

17'-0" 5'-5•" 30'-0" 12'-0"

4'-0"4'-0"

70'-1"

PLAN



ENFIELD


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


JOINT FILLEREND BLOCK END BLOCK

(TYP.)


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"


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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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)


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







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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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ENFIELD


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)


HIGH SURVIVABILITY)


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




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)


#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


•" 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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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11/23/2016

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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


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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ENFIELD


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

Documents

04 - STRUCTURE - Bids & Projects WALLS - SECTIONS 2 RETAINING WALLS - SECTIONS 1 RETAINING WALLS - PLAN AND ELEVATION CULVERT REPAIR DETAILS INLET IMPROVEMENTS STAGE 3 STAGE 2 STAGE