08 14 revision letter · 2015-08-04 · 7 bars 1–" grate dimensions (4) thickness grate (3)...

of 4

PAGE INTERIM STANDARD REVISION 1310.21 IIS13_47 LF-1 NEW SHEET SHOWING DETAILS OF FOUNDATION ELEVATION AND PLACEMENT FOR BREAKAWAY AND NON-BREAKAWAY LIGHTING POLES, INCLUDING DETAILS SHOWING REQUIRED PLACEMENT WHEN FOUNDATION IS ADJACENT TO SIDEWALK. If you have any questions or comments regarding this revision, please contact Chuck Patterson P.E., at (804) 786-1805, of the Standards and Special Design Section. Sincerely, Signature on file Date: August 28, 2014 B. A. Thrasher, P.E. State Location & Design Engineer

VIRGINIA DEPARTMENT OF TRANSPORTATION

ROAD AND BRIDGE STANDARDS

REVISION DATE SHEET 5 OF 6SECTION 100-DRAINAGE

INDEX OF SHEETS

100.05

STANDARD TITLE PAGE

EC-6

EC-5

EC-4

EC-3

EC-2

EC-1

PS-3

PS-2

EG-1, 1A PC

EG-1, 1A

SB-1 PC

SB-1

PG-7

PG-6A, 6B

PG-5

PG-4

PG-3

PG-2A

UD-7

UD-5

UD-4

CD-2

CD-1

UD-3

UD-2

UD-1

PP-1

113.10

113.09

113.08

113.07B

113.07A

113.07

113.06

113.05

113.04

113.03

113.02

113.01

112.02

112.01

111.02

111.01

110.02

110.01

109.06

109.05

109.04

109.03

109.02

109.01

108.09

108.08

108.07

108.06

108.05

108.04

108.03

108.02

108.01

107.23

INLET PROTECTION (TYPE C)

INLET PROTECTION (TYPE A AND B)

TEMPORARY SILT BARRIERS SILT FENCE (TYPE A & B) AND BRUSH BARRIER




ROCK CHECK DAMS TYPE I AND II

SOIL STABILIZATION MAT SLOPE INSTALLATION TYPE C

SOIL STABILIZATION CULVERT OUTLET PROTECTION INSTALLATION

SOIL STABILIZATION MAT DITCH INSTALLATION TYPE A OR B

PROTECTIVE COVERING INSTALLATION CRITERIA

CULVERT OUTLET PROTECTION

STANDARD PIPE SPILLOUT FOR 21" - 30" PIPE CULVERTS

STANDARD PIPE SPILLOUT FOR 12" - 18" PIPE CULVERTS

PRECAST ENERGY DISSIPATOR

STANDARD ENERGY DISSIPATOR FOR USE WITH PAVED FLUME

PRECAST SPRING BOX

STANDARD SPRING BOX

DITCH FLUME CONNECTOR

STANDARD PRECAST PAVED DITCHES

STANDARD PAVED DITCHES

STANDARD PAVED FLUME FOR 12" - 24" PIPE CULVERTS

STANDARD RIPRAP AND SLOPE PROTECTION

STANDARD PAVED DITCHES

STANDARD RETROFIT EDGEDRAIN

PREFABRICATED GEOCOMPOSITE RETROFIT PAVEMENT EDGEDRAIN

STANDARD PAVEMENT EDGEDRAIN

STANDARD PAVEMENT EDGEDRAIN

STANDARD COMBINATION UNDERDRAINS (AT GRADE SAGS AND BRIDGE APPROACHES)

STANDARD COMBINATION UNDERDRAINS (AT LOWER END OF CUTS)

STANDARD SIDEWALK UNDERDRAIN

PIPE UNDERDRAIN FOR USE WITH RAISED GRASS MEDIAN STRIPS

STANDARD GROUNDWATER UNDERDRAIN

DETAILS FOR BACKFILLING ABANDONED CULVERTS

08/14

SECTION A-A

PLAN

LONGITUDINAL SECTION(WHEN INLET IS LOCATED ABOVE NORMAL DITCH GRATE)

CONCRETE GUTTER TO BE

10:1 SLOPE

STEEPEST

DESIRABLE

SLOPE 3:1

FRAME ANCHOR

BARS V @

BARS L @

A

B

BARS L @

L1

BARS V @

2" 2"H -

VA

RIA

BL

E

SECTION B-B

(CHAMBER NOT SHOWN)

(CHAMBER NOT SHOWN)

(SLOT MAY BE CAST IN PLACE OR PRECAST)

NOTES:

1’-

4"

3" WEEP HOLE

8"

6�" C-C

1’-

8"

2’-

4"

4"

12" C-C

3’-8"

8"

8"

1’-

2"

8"

6�" C-C

BARS V @

12" C-C

BARS H @ 3�" C-C

12" C-C

8" 2’-0"

3’-4"

8"

2’-

4"

4" DEPTH

B

A

1’-4"

1’-

4"

1’-4"

DOWELS @ 12" C-C BARS C @ 6" C-C

SEE NOTE 4

HARDWARE CLOTH

FRAME ANCHOR

�" DIAMETER BENT BAR

NOTE:

FOR GRATE TYPE I & II DIMENSIONS

SEE GRATE DIMENSION TABLE

GRATE SECTION X-X

FRAME SECTION Y-Y

FRAME SECTION X-X

�"

2"

4"

8"

DITCH GRADE

NORMAL MEDIAN

SEE NOTE 5

6"12"6"

2�

"

1�"

�"

2�

"

10"

23�"

(4)

1�"1�"

23�"

�"

1�

"

24"

1�"

FOR �" DIA. BARGRATE SECTION Y-Y

(1)

(3)

26"

(4)1�

"

(2)

TYPE

GRATE

(1)

WIDTH

OPENING

(2)

THICKNESS

BAR

(3)

WIDTH

END SECTION

TYPE I5 OPENINGS

3�"

4 BARS

1�"2�" 3�"

TYPE II8 OPENINGS

1�"

7 BARS

1�"

GRATE DIMENSIONS

2�" 3�"

(4)

THICKNESS

GRATE

48"

26�"

FRAME AND GRATE PLAN

GRATE

4’-0" DOUBLE GRATE FRAME

�"

�"

�"

�"

X X

Y

�"

2’-0" SINGLE GRATE FRAME

DUMP NO WASTE DUMP NO WASTE

DRAINS TO WATERWAYSDRAINS TO WATERWAYS

FRAME

Y

SEE NOTE 9

LETTERING

�" MIN. RAISED

REFERENCE

SPECIFICATION



SHEET 2 OF 3

104.31

REVISION DATE

DI-12, 12A

302

233

MULTIGRATE DROP INLET

FOR PIPE SIZES 12" TO 72"

= VARIABLE, 3’-8" MIN./13’-8�" MAX.

x 6" WIDTH.

78 OR 8 GRADATION REQUIREMENTS

8 OR CRUSHED GLASS MEETING

4" DEPTH AGGREGATE 68, 78, OR

PROVIDED AS DIRECTED

BACK-UP BERM TO BE

INLET ELEVATION

ADJUSTED TO MEET

GUTTER GRADE

DESIRABLE SLOPE

10:1 MAXIMUM

CONCRETE GUTTER

USED WITH DI-12A ONLY

INTERMEDIATE LENGTH

SEE TABULATION CHART FOR

9. DI-12 AND DI-12A ARE NOT TO BE UTILIZED IN LOCATIONS NORMALLY SUBJECT TO TRAFFIC.

FIRMLY TO OUTSIDE OF STRUCTURE.

STEEL WIRE, MINIMUM WIRE DIAMETER 0.03", NUMBER 4 MESH HARDWARE CLOTH ANCHORED

6. 3" DIAMETER WEEP HOLE WITH 12" X 12" PLASTIC HARDWARE CLOTH �" MESH OR GALVANIZED

GUTTER DETAIL WILL BE REQUIRED ON PLANS.

7. IF NORMAL DITCH GRADE IS TOO FLAT TO ALLOW FOR ADJUSTED GRADE TO INLET, A SPECIAL

AND TYPE II GRATE.

4. SEE GRATE DIMENSION TABLE FOR SIZE AND NUMBER OF GRATE OPENINGS REQUIRED FOR TYPE I

5. PAVED DITCHES ARE TO BE TRANSITIONED TO MEET INLET GUTTER AS SHOWN IN STANDARD PG-2A.

GRATES. LOCATION OF LETTERING MAY VARY BY MANUFACTURER.

10. DUMP NO WASTE DRAINS TO WATERWAYS LETTERING IS REQUIRED ON ALL DI-12

8. GRATE BARS TO BE PARALLEL TO DITCH FLOW.

OR UNMARKED).

ACCESS ROUTE, SUCH AS A SIDEWALK, SHARED USE PATH, OR PEDESTRIAN CROSSING (MARKED

1. TYPE I AND TYPE II GRATES SHALL NOT BE LOCATED WITHIN THE LIMITS OF ANY PEDESTRIAN

2. TYPE I GRATE: LIMITED ACCESS AND RURAL UNLIMITED ACCESS

3. TYPE II GRATE: URBAN AREAS

07/14

NOTES

TABULATION CHARTS

APPROXIMATE QUANTITIES DI-12B ONLY

REINFORCING CONCRETE CHAMBERLL1 CONCRETE

STEELNUMBER

GRATES

.35

CU. YDS.

LBS.

INCREMENTS PER FOOT

(MINIMUM HEIGHT) SLOT 4’ TO 14’

CU. YDS.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

(SEE NOTE 23)

(SEE NOTES 19 & 24)

FRAME AND GRATE PLAN

�"

2"

4"

8"

BENT BAR �" DIAMETER

FRAME ANCHOR

GRATE

25.

TYPE I

TYPE II

3�"2�"

GRATE SECTION X-X

FRAME SECTION Y-Y

FRAME SECTION X-X

GRATE SECTION Y-Y

4’-0" DOUBLE GRATE FRAME

�"

�"

�"

�"

X X

Y

�"

6"12"

(1)

(3)

26"

48"

6"

(4)

1�

"

2�

"

1�"

�"

2�

"

10"

23�"

(4)

1�"1�"

23�"

(2)

�"

1�

"

24"

1�"

FOR �" DIA. BAR

2’-0" SINGLE GRATE FRAME

NOTE:

FOR GRATE TYPE I & II DIMENSIONS

SEE GRATE DIMENSION TABLE

2�" 3�"

26�"

DUMP NO WASTE DUMP NO WASTE

DRAINS TO WATERWAYSDRAINS TO WATERWAYS

FRAME

Y

26.

SEE NOTE 9

LETTERING

�" MIN. RAISED

OF LETTERING MAY VARY BY MANUFACTURER.

IS REQUIRED ON ALL DI-12 GRATES. LOCATION

DUMP NO WASTE DRAINS TO WATERWAYS LETTERING


REFERENCE

SPECIFICATION


REVISION DATE

104.34

SHEET 2 OF 2

503

241

DI-12B, 12C

MULTIGRATE DROP INLET

FOR PIPE SIZES 12" TO 36"

DI-12, DI-12A.

FOR DEPTH GREATER THAN 6’-6", USE ST’D.

DEPTH OF INLET (H) TO BE SHOWN ON PLANS.

CONTRACTOR FROM FIELD CONDITIONS.

DIMENSIONS SHALL BE DETERMINED BY THE

FOR ESTIMATING PURPOSES AND THE ACTUAL

PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY

PIPE TO THE TOP OF THE STRUCTURE.

MEASURED FROM THE INVERT OF THE OUTFALL

AND SPECIFIED ON THE PLANS WILL BE

THE "H" DIMENSION SHOWN ON THE STANDARDS

INCLUDED IN THE BID PRICE FOR THE STRUCTURE.

MATERIALS INCIDENTAL TO THE SHAPING IS TO BE

IS-1. THE COST OF FURNISHING AND PLACING ALL

TO BE SHAPED IN ACCORDANCE WITH STANDARD

WHEN SPECIFIED ON THE PLANS THE INVERT IS

PRICE FOR THE STRUCTURE.

THE SHAPING IS TO BE INCLUDED IN THE BID

AND PLACING ALL MATERIALS INCIDENTAL TO

IN THE STRUCTURE. THE COST OF FURNISHING

PREVENT STANDING OR PONDING OF WATER

SHALL BE SHAPED WITH CEMENT MORTAR TO

STRUCTURE, THE INVERT OF THE STRUCTURE

PIPE IS HIGHER THAN THE BOTTOM OF THE

IN THE EVENT THE INVERT OF THE OUTFALL

OR GREATER. FOR DETAILS SEE STANDARD ST-1.

STEPS ARE TO BE PROVIDED WHEN H IS 4’-0"

THIS ITEM MAY BE PRECAST OR CAST-IN-PLACE.

TO PREVENT SETTLEMENT.

IN ALL AREAS ADJACENT TO ABUTTING CONCRETE

4 DOWELS 12" LONG, 12" C-C TO BE PLACED

FIRMLY TO THE OUTSIDE OF THE STRUCTURE.

NUMBER 4 MESH HARDWARE CLOTH ANCHORED

STEEL WIRE, MINIMUM WIRE DIAMETER 0.03",

HARDWARE CLOTH �" MESH OR GALVANIZED

3" DIAMETER WEEP HOLE 12"X12" PLASTIC

COVER OF 2".

ALL REINFORCING STEEL SHALL HAVE A MIN.

ALL OPENINGS BY 2".

ALL REINFORCING STEEL TO BE CUT CLEAR OF

4000 PSI

(3000 PSI). PRECAST CONCRETE IS TO BE

CAST-IN PLACE CONCRETE IS TO BE CLASS A3

SHOWN ON PLANS.

LENGTH OF SLOT (L) WILL IN EVERY CASE, BE

ALL REINFORCING BARS TO BE 4

ALIGNED PARALLEL TO THE DITCH FLOW.

GRATE BARS TO BE INSTALLED SO THEY WILL BE

DI-12C-----PERIPHERAL GUTTER

DI-12B-----NO GUTTER

INLET GUTTER AS SHOWN IN STANDARD PG-2A.

PAVED DITCHES ARE TO BE TRANSITIONED TO MEET

TRUE QUANTITIES.

PIPE DISPLACEMENTS MUST BE DEDUCTED TO OBTAIN

QUANTITIES SHOWN ARE FOR INLETS WITHOUT PIPES.

ROUNDED CONCRETE GUTTER OF DI-12C.

TRANSITION IS TO BE SHAPED TO CONFORM TO

PAVED TRANSITION WHERE REQUIRED ON PLANS.

THAN MINIMUM 3’-8".

ADDITIONAL FOOT OF SLOT LENGTH GREATER

ADD 0.07 CU. YDS CLASS A3 CONCRETE FOR EACH

DI-12C CONCRETE GUTTER INCREMENT:

DETAIL WILL BE REQUIRED ON PLANS.

FOR ADJUSTED GRADE TO INLET A SPECIAL GUTTER

IF NORMAL DITCH GRADE IS TOO FLAT TO ALLOW

TYPE I GRATE: LIMITED ACCESS AND RURAL

UNLIMITED ACCESS

L LENGTH ROUNDED FOR PLAN USE.

INCREMENT BELOW.

FOR OTHER LENGTHS SEE CONCRETE GUTTER

SHOWN I S FOR A MINIMUM SLOT LENGTH OF 3’-8".

QUANTITIES FOR CONCRETE GUTTER. QUANTITY

0.36 CU. YDS. OF CLASS A3 CONCRETE TO DI-12B

DI-12C: FOR APPROX. QUANTITIES FOR DI-12C, ADD

LOCATIONS NORMALLY SUBJECT TO TRAFFIC.

DI-12B AND DI-12C ARE NOT TO BE UTILIZED IN

14

12

10

8

6

4

2.40

2.09

1.79

1.48

1.28

0.99

283.93

242.45

203.37

161.90

122.81

81.27

7

6

5

4

3

2

13’-8�"

11’-8"

9’-8�"

7’-8"

5’-8�"

3’-8"

NOTE 23)

(SEE

TYPE

GRATE

5 OPENINGS

3�"

8 OPENINGS

1�"

4 BARS

1�"

7 BARS

1�"

GRATE DIMENSIONS

(4)

THICKNESS

GRATE

(3)

WIDTH

END SECTION

(1)

WIDTH

OPENING

(2)

THICKNESS

BAR

ROUTE, SUCH AS A SIDEWALK, SHARED USE PATH, OR PEDESTRIAN CROSSING (MARKED OR UNMARKED).

27. TYPE I AND TYPE II GRATES SHALL NOT BE LOCATED WITHIN THE LIMITS OF ANY PEDESTRIAN ACCESS

TYPE II GRATE: URBAN AREAS

07/14

CL

A

A

CLTOE OF FILL

ENDWALL

CULVERT

FL

OW

FLOW

TOE OF FILL

TOE OF FILL

FLOW

TOE OF FILL

FLOW

CL

CHECK DAM

SILT FENCE/CHECK DAM AT TOE OF FILL

TYPICAL DETAIL FOR TEMPORARY

FENCE

SILT

SECTION A-A

CL

CHECK DAM

CHECK DAM

F

LO

W

CHECK DAM

FLOW

TEMPORARY SILT BARRIERS


EC-5

REFERENCE

SPECIFICATION


REVISION DATE

113.07

SHEET 1 OF 4

SILT FENCE/CHECK DAM AT CULVERT

TYPICAL DETAIL FOR TEMPORARY

SILT FENCE

3’-5’

TYPE A OR B

SILT FENCE

TEMPORARY

SHEET FLOW

SILT FENCE (TYPE A & B) AND BRUSH BARRIER

303

245

242

107

NOTES FOR SILT FENCE TYPE A & B:

NOTE:

NOTE:

BRIDGE SPECIFICATIONS, AND STANDARD EC-4.

CHECK DAM IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE ROAD AND

STANDARD EC-4.

AND BRIDGE SPECIFICATIONS, AND

IN ACCORDANCE WITH THE ROAD

CHECK DAM IS TO BE CONSTRUCTED

A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.

08/14

MATERIALS FOR ALL SILT FENCE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 242 OF THE VDOT ROAD & BRIDGE SPECIFICATIONS.11.

PLANS. SEE DETAIL ON SHEET 3 (BOTTOM RIGHT).

5’ BETWEEN THE TWO ROWS. THIS OPTION MAY BE USED AT ALL LOCATIONS SPECIFYING TYPE B SILT FENCE UNLESS OTHERWISE PROHIBITED BY THE

AS AN ALTERNATIVE TO UTILIZING TYPE B SILT FENCE, TWO ROWS OF TYPE A SILT FENCE MAY BE PLACED PARALLEL TO EACH OTHER WITH 3’ TO 10.

FOR AREAS REQUIRING TYPE B SILT FENCE, A MINIMUM LENGTH OF 100 LINEAR FEET SHALL BE INSTALLED.9.

BE APPROVED BY THE ENGINEER, BUT MUST BE NO MORE THAN 6" BY 6".

WIRE FENCE (TYPE B ONLY) SHALL BE A MINIMUM OF 14 GAUGE WELDED WIRE WITH A MESH SPACING OF 2" BY 4". ALTERNATIVE MESH SPACING MAY 8.

GROUND.

WIRE FENCE (TYPE B ONLY) SHALL BE FASTENED SECURELY TO THE FENCE POSTS WITH WIRE TIES AND EMBEDDED A MINIMUM OF 2" IN THE 7.

WIRE FENCE SHALL BE MADE WITH TIES SPACED EVERY 24" HORIZONTALLY AT BOTH THE TOP AND VERTICAL MIDPOINT OF THE GEOTEXTILE FABRIC.

GEOTEXTILE FABRIC SHALL BE FASTENED SECURELY TO THE POSTS (TYPE A & B) AND WIRE FENCE (TYPE B ONLY). THE ATTACHMENTS TO THE 6.

WHEN TWO SEPARATE SECTIONS OF GEOTEXTILE FABRIC ADJOIN EACH OTHER, THEY SHALL OVERLAP BY 6" AND BE DOUBLE FOLDED.5.

SHEETS 2 AND 3. SLICING SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SECTION 303 OF THE ROAD AND BRIDGE SPECIFICATIONS.

SLICING IS AN APPROVED ALTERNATIVE TO TRENCHING FOR ANCHORING THE GEOTEXTILE FABRIC INTO THE GROUND SHOWN IN DETAILS A(2) & B(2) ON 4.

IN DETAILS A(2) & B(2) ON SHEETS 2 AND 3.

GEOTEXTILE FABRIC SHALL BE EMBEDDED 12" INTO THE GROUND (6" VERTICALLY AND 6" HORIZONTALLY ALONG THE BOTTOM OF TRENCH) AS SHOWN 3.

FOOT.

WOODEN POSTS SHALL BE OAK AND HAVE MIN. DIMENSIONS OF 2" BY 2". STEEL POSTS SHALL HAVE A MINIMUM WEIGHT OF 1.33 POUNDS PER LINEAR

ALL POSTS SHALL BE DRIVEN 24" MIN. INTO THE GROUND AND SHALL EXTEND 6" ABOVE THE FILTER FABRIC (TYPE A) OR WIRE FENCE (TYPE B). 2.

TYPE B SILT FENCE MUST BE USED WHERE THE FILL HEIGHT EXCEEDS 20 FEET.

USE OF TYPE A SILT FENCE IS LIMITED TO A FILL HEIGHT OF 20 FEET OR LESS.1.

(S

EE

NO

TE 1)

FIL

L

HEIG

HT


EC-5

PROFILE VIEWSECTION VIEW

TEMPORARY SILT BARRIERSSILT FENCE (TYPE A & B) AND BRUSH BARRIER

303

245

242

107

SILT FENCE TYPE A

REFERENCE

SPECIFICATION

6"

SHEET FLOW

6"

24"

MIN.

FLOW

SHEET

24"

MIN.

*

SURFACE

GROUND

24"

MIN.

6’ MAX.

WOODEN FENCE POST

6"

MIN.

MIN.

MIN.

SURFACE

GROUND

GEOTEXTILE FABRIC

GEOTEXTILE FABRIC

COMPACTED EARTH

GEOTEXTILE FABRIC

6" MIN.

6" MIN.


08/14


SHEET 2 OF 4

113.07A

REVISION DATE

WOODEN FENCE POSTWOODEN FENCE POST

SEE SHEET 1 FOR NOTES

DETAIL A(1)

DETAIL A(2) AT RIGHT

SEE ENLARGED

DETAIL A(2)

(SEE NOTE 2)

6" MINIMUM

(SEE NOTES 3, 4, 5, & 6)

GEOTEXTILE FABRIC

THOROUGHLY

FABRIC, COMPACT

OF GEOTEXTILE

ANCHOR BOTTOM

FILL TRENCH TO

(SEE NOTES 3 AND 4)

6" VERTICALLY.

OF 6" HORIZONTALLY AND

FABRIC IN TRENCH A MIN.

EMBED GEOTEXTILE



EC-5

SILT FENCE (TYPE A & B) AND BRUSH BARRIER 303

245

242

107

PROFILE VIEWSECTION VIEW

SILT FENCE TYPE B

CL

SHEET FLOW

REFERENCE

SPECIFICATION

30"

MIN.

6"

6"

SHEET FLOW

24"

MIN.

24"

MIN.

24"

MIN.

30"

MIN.

WIR

E F

EN

CIN

G**

*

SURFACE

GROUND

**

WIRE FENCE

WIRE FENCE

WIRE FENCING

INTO THE GROUND

TO BE EMBEDDED 2"

10’ MAX.

STEEL FENCE POST

6" MIN.

MIN.

2"

MIN.

2"

MIN.

MIN.

3’ TO 5’ 3’ TO 5’

SURFACE

GROUND

FENCE TYPE A

TEMPORARY SILT

GEOTEXTILE FABRIC

GEOTEXTILE FABRICFABRICGEOTEXTILE

COMPACTED EARTH

FLOWSHEET

6" MIN.

2" MIN.

6" MIN.


08/14


REVISION DATE

113.07B

SHEET 3 OF 4

SEE SHEET 1 FOR NOTES

STEEL FENCE POSTSTEEL FENCE POST

(SEE NOTE 10)

(SEE NOTES 3, 4, 5, & 6)

GEOTEXTILE FABRIC

(SEE NOTES 3 AND 4)6" VERTICALLY.HORIZONTALLY AND A MINIMUM OF 6" FABRIC IN TRENCH EMBED GEOTEXTILE

DETAIL B(2) AT RIGHTSEE ENLARGED

(SEE NOTE 2)

6" MINIMUM

(SEE NOTE 7)

OF 2" INTO THE GROUND

TO BE EMBEDDED A MIN.

DETAIL B(1) DETAIL B(2)

ALTERNATIVE SILT FENCE TYPE B

(SEE NOTES 7 & 8)

WIRE FENCE

THOROUGHLYFABRIC, COMPACT

OF GEOTEXTILE ANCHOR BOTTOMFILL TRENCH TO

NOTES:

A

A

TRENCH

GEOTEXTILE FABRIC

FLOW

TOE OF FILL

10’

SECTION A-A

FRONT ISOMETRIC

BACK ISOMETRIC

BRUSH

TOE OF FILL

TRENCH

TRENCH

FABRIC

GEOTEXTILE

COMPACTED BACKFILL

THOROUGHLY

R/W OR EASEMENTS

NOT TO EXCEED

R/W OR EASEMENTS

NOT TO EXCEED

AND UNMERCHANTABLE TIMBER

BRUSH, LIMBS, ROOT MAT

(TO BE USED AT ALL APPLICABLE LOCATIONS)

TYPICAL DETAIL FOR BRUSH BARRIER

SILT BARRIERS

GEOTEXTILE FABRIC

TRENCH

BRUSH

TIES OR STAPLES

CL

CL

DIMENSIONS SHOWN ARE APPROXIMATE ONLY.

BY THE ENGINEER.

BRUSH SILT BARRIERS ARE IN PLACE AND HAVE BEEN INSPECTED AND APPROVED

NO BRUSH WILL BE DESTROYED OR REMOVED FROM THE PROJECT UNTIL ALL

BY THE ENGINEER.

ATTACHED TO EXISTING FENCES WHEN SPECIFIED ON THE PLANS OR DIRECTED

SHALL BE INSTALLED AS DETAILED ABOVE. GEOTEXTILE FABRIC MAY ALSO BE

GEOTEXTILE FABRIC CONFORMING TO THE ROAD AND BRIDGE SPECIFICATIONS

AS POSSIBLE AND WEIGHTED DOWN BY UNMERCHANTANTABLE LOGS.

TREES TO PREVENT MOVEMENT OF BARRIER. BRUSH SHALL BE PILED AS TIGHTLY

OR AS DIRECTED BY THE ENGINEER. BRUSH SHALL BE PILED AGAINST EXISTING

BRUSH BARRIERS SHALL BE CONSTRUCTED AT LOCATION SHOWN ON THE PLANS

4.

3.

2.

1.

100’

TOP END SECTION

SUITABLE REINFORCING

PROVIDE 1" TUCK OR

4" DEEP X 4" WIDE

TRENCH APPROXIMATELY

GEOTEXTILE FABRIC IN TRENCH

EMBED APPROXIMATELY 8" OF

5’

303

107

TO 3’-5"

3’-0"


EC-5

REFERENCE

SPECIFICATION



SHEET 4 OF 4

113.08

REVISION DATE SILT FENCE (TYPE A & B), AND BRUSH BARRIER

08/14

TO BE OVERLAPPED 6"

GEOTEXTILE FABRIC



REVISION DATE SHEET 1 OF 1

PAGE

200.01

TITLESTANDARD

SECTION 200-CURBS AND ENTRANCES

INDEX OF SHEETS

CG-13

CG-12

CG-11

CG-9D

CG-9B

CG-9A

MS-4

MS-2

MS-1A

MS-1

MC-1

MC-4

MC-3B, 3C

MC-3, 3A

CG-7

CG-6

CG-3

CG-2

203.09

203.08A

203.08

203.07

203.06

203.05

203.04

203.03

203.02

203.01

202.05

202.04

202.03

202.02

202.01

201.08

201.07

201.06

201.05

201.04

201.03

201.02

201.01

08/14

COMMERCIAL ENTRANCE (HEAVY TRUCK TRAFFIC ANTICIPATED)

CG-12 DETECTABLE WARNING SURFACE - (MEDIAN AND REFUGE ISLAND APPLICATIONS) TYPE M1, M2, & RI1, & RI2

CG-12 DETECTABLE WARNING SURFACE (TYPE C, PARALLEL & PERPENDICULAR APPLICATION)

CG-12 DETECTABLE WARNING SURFACE (TYPE B, PARALLEL APPLICATION)

CG-12 DETECTABLE WARNING SURFACE (TYPE A, PERPENDICULAR APPLICATION)

CG-12 DETECTABLE WARNING SURFACE (GENERAL NOTES)

METHOD OF TREATMENT (CONNECTION FOR STREET INTERSECTIONS)

STANDARD ENTRANCE GUTTER

STANDARD ENTRANCE GUTTER (FOR USE WITH UNPAVED SPACE BETWEEN CURB AND GUTTER)

STANDARD ENTRANCE GUTTER WITH FLARED OPENING (FOR USE ACROSS SIDEWALK)

STANDARD RAISED ASPHALT MEDIAN (WITH P.C. CONCRETE CURB)

STANDARD RAISED GRASS MEDIAN STRIP

STANDARD SOLID CONCRETE RAISED MEDIAN STRIP

STANDARD SOLID CONCRETE RAISED MEDIAN STRIP

CONCRETE MEDIAN CURB

ASPHALT CURB AND GUTTER (ASPHALT PAVING UNDER GUARDRAIL)

ASPHALT CURB AND GUTTER (ASPHALT PAVING UNDER GUARDRAIL)

ASPHALT CONCRETE CURB AND MEDIAN (FOR TEMPORARY OR PERMANENT INSTALLATION)

ASPHALT CONCRETE CURB AND MEDIAN (FOR TEMPORARY OR PERMANENT INSTALLATION)

COMBINATION 4" CURB AND GUTTER

COMBINATION 6" CURB AND GUTTER

STANDARD 4" CURB

STANDARD 6" CURB

3’-1�"

(3’-1�" POST SPACING)

6’-3" 6’-3"

(6’-3" POST SPACING)

3’-1�" 3’-1�" 3’-1�"

MAX DYNAMIC DEFLECTION = 2’MAX DYNAMIC DEFLECTION = 3’

(STRONG POST SYSTEM)

GR-2AGR-2

*

*

STANDARD BLOCKED-OUT W-BEAM GUARDRAILREFERENCE

SPECIFICATION



SHEET 1 OF 2

501.04

REVISION DATE

GR-2, 2A

505

221

*

27�" MIN - 28�" MAX RAIL HEIGHT

USING NESTED RAIL

OPTIONAL GR-2A METHOD

RAIL ON BACK OF POST

USING ADDITIONAL

OPTIONAL GR-2A METHOD

08/14

FOR GR-2A THE POST SPACING WILL BE 6’-3".

WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST

PRIOR TO INSTALLATION.

STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER

OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR

THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE


VEHICULAR TRAVEL FOR THE FINISHED ROADWAY.

ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF

STANDARD GR-INS.

HEIGHT OF 27�" MIN - 28�" MAX AS MEASURED PER

ALL GR-2 AND GR-2A RAIL SHALL BE MAINTAINED AT A

SECTION 505 OF THE SPECIFICATIONS.

SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER

FROM VERTICAL. W-BEAM, BLOCKOUTS, AND POSTS SHALL BE

NOT BE SET WITH A VARIATION OF MORE THAN �" PER FOOT

ALL GUARDRAIL POSTS SHALL BE SET PLUMB. POST SHALL

BETWEEN 5 FEET AND 150 FEET.

RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII

ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02.

FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, AND

FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. 501.05.

AS DIRECTED BY THE ENGINEER.

ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND

GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE

NOTES:

* *

*

FLARE RATES

DESIGN

SPEED SHY LINE

INSIDE

SHY LINE

BEYOND

MPHSHY

LINERATE

FLARE FLARE

RATE

50

40

30

30:1

26:1

21:1

13:1 7:1

8:1

11:1

14:1

15:1

8’

5’

LS

70

60

SUGGESTED MAXIMUM FLARE RATE

FOR SEMI-RIGID BARRIER SYSTEMS.

9’

6.5’

4’

16:1

STEEL POST

12"

2"

1’-

2" 7

"

1’-

2"

8"

6"

8" 8"

7"

6x8 WOOD POST

8"

14"

�"

6"

�"

7"

6"

14"

�"

6"

�"

7"

8"

POST MAY BE HOT ROLLED OR WELDED.

6"

1.

2.

3.

4.

�" HOLE

MATERIAL

RECYCLED

BLOCK OR

TREATED PINE

6"x6"x1’-2"

1�"

LESS THAN 1’-0"

STEEPER THAN 4:1

NOTES:

ALL BOLTS, NUTS, WASHERS, AND OTHER

STEEL ITEMS ARE TO BE GALVANIZED.

ALTERNATE TYPE POSTS AND BLOCKOUT MAY

BE INTERCHANGED ON ANY ONE PROJECT WITH

THE RESTRICTION THAT THE SAME TYPE OF

POST AND BLOCKOUT MUST BE USED IN ANY

SINGLE RUN OF GUARDRAIL.

FOR DETAILS OF GUARDRAIL ELEMENT SPLICE

JOINT, HARDWARE, ETC. SEE SHEET NOS.

6’-

0"

MIN., S

EE

DE

TAIL

A

6’-

0"

MIN., S

EE

DE

TAIL

A

BOLT IS INSTALLED.

TOP OR BOTTOM OF BLOCKOUT AFTER �" x 18

DRIVE NAIL ON BOTH SIDES WITHIN 2" OF THE

501.01

AND 501.02.

1 �"


REFERENCE

SPECIFICATION

STANDARD BLOCKED-OUT W-BEAM GUARDRAIL (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS)


REVISION DATE

501.05

SHEET 2 OF 2

505

236

221

GR-2, 2A

PINE BLOCK

TREATED

6"x8"x1’-2"

REQUIRED

8’-0" POST

& NUT

�"x18" BOLT

& NUT

�"x10" BOLT

�" WASHER

08/14

6’-

0"

8"6"

1’-

4"

7"

CRT POST

3"

4"

HOLE

�" DIA

HOLES

3�" DIA.

2’-

4�

"SEE NOTE 5.

COMMON NAIL

GALV. STEEL 10D

PLANS.

SPECIFIED BY THE ENGINEER IN THE

STANDARD GR-10 TYPE III OR WHERE

THE CRT POST IS FOR USE WITH THE

HOLES

�"

MATERIAL

RECYCLED

BLOCK OR

TREATED PINE

6"x8"x1’-2"

W6x9

W6x8.5 OR

GALVANIZING

TO FACILITATE

OPTIONAL HOLE

TO BE �" DIA.

AND BRACKETS

HOLES IN POSTS

RECYCLED MATERIAL.

PINE BLOCK OR

6"x 8"x1’-2" TREATED

SOUTHERN PINETREATED

4"

14"

�"

�"7�

"

7"

7�"

PINE BLOCK.

4"x 8"x1’-2" TREATED

4" WIDE BLOCKOUT

6" WIDE BLOCKOUT

GUARDRAIL

POST

STRONG

GUARDRAIL POSTS

SITES REQUIRING LONGER

GUARDRAIL INSTALLATION

DETAIL A

CONTAINING STEEL BLOCKOUTS.

FOR USE WHEN REPAIRING DAMAGED GUARDRAIL

REPAIR ONLY

BLOCKOUT FOR MAINTENANCE1�

"

�" HOLE

�" HOLE�" HOLE


221

505

O

P

S

TABLE I

TABLE II

SHOULDER RECOVERABLE

AREA-6:1 SLOPE

S

WIDTH

(P )WIDTH

PAVED SHOULDER

S

OFFSET FROM

EDGE OF PAVEMENTTO FACE OF GUARDRAIL

(O)

(O)

TO FACE OF GUARDRAIL

EDGE OF PAVEMENT

OFFSET FROM

S

PAVED SHOULDER

WIDTH

(P )

15’

13’

11’

8’ (MED.)

3’

3’

3’ or 4’

12’

10’

8’

5’

15’

13’

11’

8’

12’

10’

8’

6’

5’

8’

0, 3’, 4’ or 6’

0, 3’ or 4’9’

GR-INS

ASPHALT CURB SECTION

CURB

4" ASPHALT

4"

SHOULDER

PAVED

APPROACH

MATERIAL

BACK-UP

CONCRETE

ASPHALT

12’ MINIMUM

1’ TO 2’

TOTAL SHOULDER

(S)

17’ 12’ 14’

(S)

WIDTH

TOTAL SHOULDER

17’ 12’ 14’

6’ or 10’

3’

3’, 4’, OR 10’

(PAVED & GRADING)

(PAVED & GRADING)


REFERENCE

SPECIFICATION


REVISION DATE

501.39

SHEET 6 OF 8W-BEAM GUARDRAIL INSTALLATION CRITERIA

OR SHOULDER

TRAVEL LANE

SHOULDER

12’ MINIMUM

BUT NO STEEPER THAN 6:1

SLOPE STEEPER THAN 10:1

SHOULDER HINGE POINT

2’ OR LESS

SHOULDER

SHOULDER HINGE POINT

VARIES

MEASURING GUARDRAIL HEIGHT ON FRONT SLOPE RELATIVE TO SHOULDER HINGE POINT

OR FLATTER

SLOPE 10:1 EXTENDED

SHOULDER SLOPE

SEE APPENDIX A OF THE ROAD DESIGN MANUAL

OR URBAN DESIGNS WITH SIDEWALK OR SIDEWALK SPACE

FOR GUARDRAIL DESIGN POLICIES USING CURB & GUTTER

ALIGNED WITH FACE OF CURB

FACE OF GUARDRAIL IS TO BE

* **

*

HEIGHT PER STANDARD GR-2 OR GR-8

5’ 0 2’

7’ 2’ 4’


TRAFFIC LANES LEFT OF TRAFFIC

NORMAL GUARDRAIL LOCATION-THROUGH

TRAFFIC LANES RIGHT OF TRAFFIC

NORMAL GUARDRAIL LOCATION-THROUGH

GUARDRAIL LOCATION ON RECOVERABLE SLOPE

GR-2 INSTALLATION WITH CG-3 OR CG-7 CURB

ALIGNED WITH FACE OF CURB.

FACE OF GUARDRAIL IS TO BE

27�

"MIN

28�

"M

AX

27�

"MIN

27�

"MIN

28�

"M

AX

28�

"M

AX

08/14

DESIGN SPEED < 45 MPH USE GR-2

DESIGN SPEED > 45 MPH USE GR-2A

USE GR-2.

DESIGN SPEED < 45 MPH

USE GR-2A

DESIGN SPEED > 45 MPH

221

505

MB-3

STANDARD MB-3 POST SPACING IS 6’-3".

W BEAM BACK UP PLATE, AND ASSOCIATED HARDWARE

SEE SHEET NO. 501.01.

POST, AND BLOCKOUTS ARE TO BE GALVANIZED.

STANDARD WASHERS ARE TO BE USED ON

BOLT

ALL HOLES IN POST

AND BRACKET TO

STEEL POST

METHOD OF TREATMENT AT BRIDGE PIER OR MEDIAN OBSTRUCTION

GAL. STEEL

10D COMMON

NAIL (DRIVE

SOUTHERN

PINE

POST TO BE

6’-3"6’-3"

FLARE RATE SEE TABLE.

FLARE RATES

DESIGN

SPEED SHY LINE

INSIDE

SHY LINE

BEYOND

MPHSHY

LINERATE

FLARE FLARE

RATE

50

40

30

30:1

26:1

21:1

13:1 7:1

8:1

11:1

14:1

15:1

BOLT

6’-

0"

MIN.

8" 6" 8"

1’-

2"

�" X 10"

W6X8.5 OR W6X9

BE �" IN DIAMETER.

8’

5’

LS

70

60

8" 8" 8"

6"

1’-

2"

�" DIAMETER.

�" X 26"

6’-

0"

MIN.

�"

6"

7"

14"

�"

6X8 WOOD POST

�"

DRILL

TREATED PINE BLOCK

OR RECYCLED MATERIAL

ALTERNATE TYPE POSTS AND BLOCKOUTS MAY BE

6"

14"

�"

6"

�"

7"

�" DRILL8"

8" 8"

OR WELDED

POST MAY BE HOT ROLLED

6"X8"X1’-2"

6"

1-�"

1-�"CYCLED MATERIAL

PINE BLOCK OR RE-

6"X 6"X1’-2" TREATED

SUGGESTED MAXIMUM FLARE RATE

FOR SEMI-RIGID BARRIER SYSTEMS.

RESTRICTION THAT THE SAME TYPE OF POST AND

6"

IMPACT ATTENUATOR, CAT, BRAKEMASTER OR STANDARD GR-HDW W BEAM

END SECTION (BUFFER). (BUFFER END SECTION MAY ONLY BE USED WHEN

LOCATED OUTSIDE OF CLEAR ZONE.)

ALL HOLES IN

FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT,

ALL BOLTS, NUTS, WASHERS, STEEL POSTS, BENT PLATE

GALVANIZING

TO FACILITATE

OPTIONAL HOLE

REFERENCE

SPECIFICATION


INTERCHANGED ON ANY ONE PROJECT WITH THE

BLOCKED-OUT W-BEAM MEDIAN BARRIERROAD AND BRIDGE STANDARDS

SHEET 1 OF 1

502.01

REVISION DATE

27�

"

MIN.

28�

"

MA

X.

27�

"

MIN.

28�

"

MA

X.

9’

6.5’

4’

16:1

BLOCKOUT).

BOTTOM OF

TOP OR

2" OF THE

NAIL WITHIN

MEDIAN OBSTRUCTION

BRIDGE PIER OR OTHER

OF MEDIAN BARRIER.

BLOCKOUT MUST BE USED IN ANY SINGLE RUN

LAST 50’ OF RUN OFF END ONLY.

NOTES:

08/14

GUARDRAIL CONTAINING STEEL BLOCKOUTS.

FOR USE WHEN REPAIRING DAMAGED

REPAIR ONLY

MAINTENANCE

BLOCKOUT FOR


BLOCKS

6"X8"X1’-2" TREATED PINE


REFERENCE

SPECIFICATION


REVISION DATE

1003.12

SHEET 2 OF 2

DOUBLE BOX CULVERTS

10 TO 20 FT. FILLS

BCD-20


08/14

A

C

A

C

E

G

A

C

E

G

D

F

H

J

L

D

H

L

P

D

H

L

P

D

H

L

P

T

D

H

L

P

T

M

Q

U

3 3

3 4

4 3

4 4

4 5

4 6

5 3

5 4

5 5

5 6

5 7

6 4

6 5

6 6

6 7

6 8

7 4

7 6

7 8

7 10

8 4

8 6

8 8

8 10

9 4

9 6

9 8

9 10

9 12

10 4

10 6

10 8

10 10

10 12

12 6

12 8

12 10

12 12

4 12" -----

4 12" -----

4

4 12" -----

4 12" 9’- 8" -----

4 12" 9’- 8"

4 12" 11’- 8" -----

4 12" 11’- 8" -----

4 12" -----

4 -----

4 11’- 8"

4 12" 13’- 8"

4 12" 13’- 8" -----

4 13’- 8" -----

4 12" 13’- 8" -----

4 12" 13’- 8" -----

4 10" -----

4 -----

4 10" -----

4 10" -----

4 -----

4 9" -----

4 9" -----

4 9" -----

5 9" 19’- 8" -----

5 19’- 8"

5 9" 19’- 8" -----

5 9" 19’- 8"

5 9" -----

5 21’- 8" -----

5 9" -----

5 9" 21’- 8" -----

5 9" 21’- 8" -----

5 9" -----

6 8" -----

6 -----

6 8" -----

6 8" -----

12

32 18

40 12

40 18

40 24

40 30

48 12

48 18

48 24

48 30

48 36

56 18

56 24

56 30

56 36

56 42

64 18

64 30

64 42

64 54

72 18

72 30

72 42

72 54

80 18

80 30

80 42

80 54

80 66

88 18

88 30

88 42

88 54

88 66

104 30

104 42

104 54

104 66

9’- 6" 6 9’- 2" 1 4

0.768 9’- 6" 6 9’- 2" 1 5

0.792 11’- 6" 6 11’- 2" 1 4

0.866 11’- 6" 6 11’- 2" 1 5

0.940 11’- 6" 6 11’- 2" 1 6

1.013 11’- 6" 6 11’- 2" 1 7

13’- 6" 6 13’- 2" 1 4

13’- 6" 6 13’- 2" 1 5

13’- 6" 6 13’- 2" 1 6

13’- 6" 6 13’- 2" 1 7

13’- 6" 6 13’- 2" 1 8

15’- 6" 6 15’- 2" 1 5

1.264 15’- 6" 6 15’- 2" 1 6

1.337 15’- 6" 6 15’- 2" 1 7

15’- 6" 6 15’- 2" 1 8

15’- 6" 6 15’- 2" 1 9

17’- 6" 6 17’- 2" 1 5

1.577 17’- 6" 6 17’- 2" 1 7

17’- 6" 6 17’- 2" 1 9

17’- 6" 6 17’- 2" 1 11

19’- 6" 6 19’- 2" 1 5

1.845 19’- 6" 6 19’- 2" 1 7

19’- 6" 6 19’- 2" 1 9

19’- 6" 6 19’- 2" 1 11

1.964 21’- 6" 6 21’- 2" 1 5

2.143 21’- 6" 6 21’- 2" 1 7

21’- 6" 6 21’- 2" 1 9

21’- 6" 6 21’- 2" 1 11

21’- 6" 6 21’- 2" 1 13

23’- 6" 6 23’- 2" 1 5

23’- 6" 6 23’- 2" 1 7

23’- 6" 6 1 9

23’- 6" 6 23’- 2" 1 11

23’- 6" 6 23’- 2" 1 13

27’- 6" 6 27’- 2" 1 7

27’- 6" 6 27’- 2" 1 9

27’- 6" 6 27’- 2" 1 11

27’- 6" 6 27’- 2" 1 13

SIZ

E

SP

ACIN

G

c-c

a b c d e f g

BT1 HW1

SIZ

E

LE

NG

TH

LE

NG

TH

LE

NG

TH

NO.

BL1

NO.

BL2

NO.

HW

2

BA

RS

NO.

HW

3

BA

RS

WIN

GW

AL

L

CO

NC

RE

TE

REIN

FO

RCIN

G

ST

EE

L

(CY/

LF)

(LB

S/

LF)

CL

AS

S

A4

HE

AD

WA

LL

G

(FT.)

(FT.)

SPAN HGHT

REIN

FO

RCIN

G

ST

EE

L

INL

ET

CO

NC

RE

TE

CL.

A4 (C

Y)

ST

EE

L (L

BS)

REIN

FO

RCIN

G

REIN

FO

RCI N

G

INLET

ST

EE

L (L

BS)

OU

TLET

CL.

A4 (C

Y)

CO

NC

RE

TE

OU

TL

ET

(LB

S/

LO

NG.

JT)

30.956

37.636

1.433 67.988 1.425 55.073

1.531 71.439 1.517 55.073

1.635 80.004 1.634 67.089

1.734 83.455 1.726 67.089

1.833 86.907 1.819 67.089

1.932 90.358 1.912 67.089

1.837 92.020 1.843 79.105

1.936 95.471 1.935 79.105

2.035 98.923 2.028 79.105

2.134 102.374 2.121 79.105

2.233 105.825 2.214 79.105

2.127 107.487 2.133 91.121

2.220 110.939 2.220 91.121

2.319 114.390 2.313 91.121

2.418 117.841 2.406 91.121

2.511 121.293 2.492 91.121

2.285 119.503 2.297 103.137

2.475 126.406 2.475 103.137

2.666 133.309 2.653 103.137

2.856 140.211 2.831 103.137

2.427 131.519 2.446 115.153

2.616 138.422 2.622 115.153

2.804 145.325 2.799 115.153

2.993 152.227 2.975 115.153

2.553 143.535 2.579 127.169

2.740 150.438 2.754 127.169

2.938 157.341 2.939 127.169

3.126 164.243 3.114 127.169

3.313 171.146 3.289 127.169

2.652 155.551 2.685 139.185

2.850 162.454 2.870 139.185

3.036 169.357 3.043 139.185

3.221 176.259 3.217 139.185

3.419 183.162 3.402 139.185

2.996 186.486 3.029 163.217

3.194 193.389 3.215 163.217

3.376 200.291 3.385 163.217

3.574 207.194 3.570 163.217

33.065 84.955

92.051

98.315

131.216

146.158

153.090

166.611

175.026

165.663

168.822

200.948

248.796

212.942

214.543

248.913

294.798

273.054

273.531

308.145

358.625

439.648

323.981

39.745

41.860

43.975

44.310

46.425

48.540

50.655

52.770

53.105

55.220

57.335

59.450

61.586

59.785

64.015

68.245

72.475

66.465

70.695

74.925

79.155

73.145

77.375

81.605

85.835

90.065

79.825

2.769 20’- 6" 7’- 1" 19’- 11"

22’- 4" 0’-11" 1’- 3"

22’- 7"

9’- 2"

7’- 9"

25’-11"

21’- 11"

2.539 84.055

88.285

92.515

96.745

97.415

101.645

105.875

110.105 615.152

535.887

467.673

445.840

492.783

410.490

358.944

3.106

3.954

REINFORCING STEEL QUAN./LF HEADWALLS

2’- 7" 0’- 4" 1’- 10" 0’- 5�" 0’- 3�" 7’- 8" 7’-10"

2’- 7" 0’- 4" 1’- 10" 0’- 5�" 0’- 3�" 7’- 8" 7’-10"

32

12" 3’- 5" 0’- 4" 2’- 3"

2’- 8"

2’- 3"

0’- 5�" 0’- 3�" 9’- 8" 9’-10"

3’- 5" 0’- 4" 0’- 5�" 0’- 3�" 9’- 8" 9’-10"

3’- 5" 0’- 4" 2’- 3" 0’- 5�" 0’- 3�" 9’-10"

3’- 5" 0’- 4" 2’- 3" 0’- 5�" 0’- 3�" 9’-10"

4’- 2" 0’- 4" 2’- 8" 0’- 5�" 0’- 3�"

4’- 2"

4’- 2" 0’- 4" 2’- 8" 0’- 5�" 0’- 3�"

0’- 4" 2’- 8" 0’- 5�" 0’- 3�" 11’- 8"

12" 4’- 2" 0’- 4" 0’- 5�" 0’- 3�"

12" 4’- 2" 0’- 4" 2’- 8" 0’- 5�" 0’- 3�"

4’- 11" 0’- 5�" 3’- 0" 0’- 7" 0’- 4�"

11’- 8"

-----

-----

11’-10"

-----

11’-10"

11’-10"

11’-10"

----- 11’-10"

13’-11"

4’- 11" 0’- 5�" 0’- 7�" 3’- 0" 0’- 4�" 13’-11"

12" 4’- 11" 0’- 5�" 3’- 0" 0’- 7�" 0’- 4�" 13’-11"

4’- 11" 0’- 5�" 3’- 0" 0’- 7�" 0’- 4�" 13’-11"

4’- 10" 0’- 5�" 0’- 7�" 3’- 0" 0’- 5" 14’- 0"

15’- 8"

10"

5’- 7" 0’- 6�" 3’- 5" 0’- 8�" 0’- 5�" 16’- 0"

5’- 7" 0’- 6�" 3’- 5" 0’- 9" 0’- 6" 15’- 8" 16’- 0"

5’- 7" 0’- 7" 3’- 5" 0’- 9�" 0’- 6�" 15’- 8" 16’- 1"

5’- 6" 0’- 7�" 3’- 5" 0’- 9�" 0’- 6�" 15’- 8" 16’- 1"

9" 0’- 7�" 6’- 3" 3’- 10" 0’-10�" 0’- 7" 17’- 8" 18’- 1"

6’- 3" 0’- 8" 3’- 10" 0’-10�" 0’- 7�" 17’- 8" 18’- 1"

0’- 8�" 6’- 3" 3’- 10" 0’-11�"

-----

0’- 7�" 17’- 8" 18’- 2"

6’- 3" 0’- 8�" 3’- 10" 0’-11�" 0’- 7�" 17’- 8" 18’- 2"

7’- 0" 0’- 9" 4’- 3" 0’- 8�" 20’- 2" 1’- �"

9" 7’- 0" 0’- 9�" 4’- 3" 1’- �" 20’- 2" 0’- 8�"

-----

7’- 0" 0’- 9�" 4’- 3" 1’- �" 20’- 2" 0’- 8�"

6’- 11" 0’- 9�" 4’- 3" 1’- �" 0’- 8�" 20’- 3"

0’- 9�" 4’- 3" 1’- 1�" 0’- 8�"

9" 7’- 8" 0’-10�" 4’- 8" 1’- 2�" 0’- 9�" 22’- 3"

7’- 7" 4’- 8" 0’-10�" 21’- 8"

7’- 8" 0’-10�" 4’- 8" 1’- 2�" 0’- 9�" 22’- 4"

7’- 7" 0’-11" 4’- 8" 1’- 3" 0’-10�" 22’- 4"

1’- 1�"

0’-11" 4’- 8" 1’- 3" 0’-10�"

9’- 0" 5’- 5" 1’- 6�" 1’- �" 25’- 8" 26’- 6"

8" 9’- 0" 1’- 1�" 1’- 6�" 5’- 5" 1’- �" 25’- 8" 26’- 6"

9’- 0" 1’- 2" 5’- 5" 1’- 7�" 1’- 1" 25’- 8" 26’- 6"

1’- 2" 5’- 5" 1’- 7�" 1’- 1" 26’- 9"

0.891

0.965

1.038

1.112

1.185

1.168

1.410

1.505

1.404

1.747

1.916

1.669

2.018

2.191

2.288

2.464

2.324

2.652 23’- 2"

2.830

3.343

3.489

3.672

337.513

139.704

0.695 78.691

104.579

110.843

98.023

98.856

105.120

111.986

4

BA

RS

3

BA

RS

FOR TYPICAL SECTION, NOTES AND OTHER DETAILS, REFER TO STANDARD BCD-DT.

I

I


REFERENCE

SPECIFICATION


REVISION DATE

1004.06

SHEET 2 OF 2

J

SIZ

E

SP

ACIN

G

c-c

a b c d e f g

BT1 HW1

SIZ

E

LE

NG

TH

LE

NG

TH

LE

NG

TH

NO.

BL1

NO.

BL2

NO.

HW

2

BA

RS

NO.

HW

3

BA

RS

WIN

GW

AL

L

CO

NC

RE

TE

REIN

FO

RCIN

G

ST

EE

L

(CY/

LF)

(LB

S/

LF)

CL

AS

S

A4

QUAN./LF

HE

AD

WA

LL

G

(FT.)

(FT.)

SPAN HGHT

REINFORCING STEEL

REIN

FO

RCIN

G

ST

EE

L

INL

ET

CO

NC

RE

TE

CL.

A4 (C

Y)

ST

EE

L (L

BS)

REIN

FO

RCIN

G

REIN

FO

RCI N

G

INLET

ST

EE

L (L

BS)

OU

TLET

CL.

A4 (C

Y)

CO

NC

RE

TE

OU

TL

ET

HEADWALLS

(LB

S/

LO

NG.

JT)

3 3

3 4

4 3

4 4

4 5

4 6

5 3

5 4

5 5

5 6

5 7

6 4

6 5

6 6

6 7

6 8

7 4

7 6

7 8

7 10

8 4

8 6

8 8

8 10

9 4

9 6

9 8

9 10

9 12

10 4

10 6

10 8

10 10

10 12

12 6

12 8

12 10

12 12

4 12" 2’- 8�" 0’- 4�" 1’- 6�" 0’- 5�" 0’- 3�" 11’- 3�" 1’- 5�" 11’-10"

4 12" 2’- 8�" 0’- 4�" 1’- 6�" 0’- 5�" 0’- 3�" 11’- 3�" 1’- 5�" 11’-10"

4 12" 3’- 6�" 0’- 4�" 1’-11�" 0’- 6�" 0’- 4" 14’- 4" 2’- �" 14’-11"

4 12" 3’- 6�" 0’- 4�" 1’-11�" 0’- 6�" 0’- 4" 14’- 4" 2’- �" 14’-11"

4 12" 3’- 6�" 0’- 4�" 1’-11�" 0’- 6�" 0’- 4" 14’- 4" 2’- �" 14’-11"

4 12" 3’- 6�" 0’- 4�" 1’-11�" 0’- 6�" 0’- 4" 14’- 4" 2’- �" 14’-11"

4 11" 4’- 4" 0’- 4�" 2’- 4" 0’- 6�" 0’- 4" 17’- 4" 2’- 8" 17’-11"

4 10" 4’- 4" 0’- 4�" 2’- 4" 0’- 6�" 0’- 4" 17’- 4" 2’- 8" 17’-11"

4 10" 4’- 4" 0’- 4�" 2’- 4" 0’- 6�" 0’- 4" 17’- 4" 2’- 8" 17’-11"

4 10" 4’- 4" 0’- 4�" 2’- 4" 0’- 6�" 0’- 4" 17’- 4" 2’- 8" 17’-11"

4 9" 4’- 4" 0’- 4�" 2’- 4" 0’- 6�" 0’- 4" 17’- 4" 2’- 8" 17’-11"

4 11" 5’- �" 0’- 6�" 2’- 7�" 0’- 8�" 0’- 5�" 20’- 4" 3’- 1�" 21’- 1"

4 10" 5’- �" 0’- 6�" 2’- 7�" 0’- 8�" 0’- 5�" 20’- 4" 3’- 1�" 21’- 1"

4 10" 5’- �" 0’- 6�" 2’- 7�" 0’- 8�" 0’- 5�" 20’- 4" 3’- 1�" 21’- 1"

4 9" 5’- �" 0’- 6�" 2’- 7�" 0’- 8�" 0’- 5�" 20’- 4" 3’- 1�" 21’- 1"

4 9" 5’- �" 0’- 6�" 2’- 7�" 0’- 8�" 0’- 5�" 20’- 4" 3’- 1�" 21’- 1"

4 9" 5’-10�" 0’- 6" 3’- �" 0’- 8" 0’- 5�" 23’- 4�" 3’- 9�" 24’- 1"

4 9" 5’-10�" 0’- 6" 3’- �" 0’- 8" 0’- 5�" 23’- 4�" 3’- 9�" 24’- 1"

4 8" 5’-10�" 0’- 6�" 3’- �" 0’- 8�" 0’- 5�" 23’- 4�" 3’- 8�" 24’- 1"

4 8" 5’-10�" 0’- 6�" 3’- �" 0’- 8�" 0’- 5�" 23’- 4�" 3’- 8�" 24’- 1"

4 8" 6’- 8�" 0’- 5�" 3’- 5�" 0’- 7�" 0’- 4�" 26’- 3�" 4’- 4�" 27’- 0"

5 12" 6’- 8�" 0’- 5�" 3’- 5�" 0’- 7�" 0’- 4�" 26’- 3�" 4’- 4�" 27’- 0"

5 11" 6’- 8�" 0’- 5�" 3’- 5�" 0’- 7�" 0’- 5" 26’- 3�" 4’- 4�" 27’- 0"

5 10" 6’- 8" 0’- 6�" 3’- 4�" 0’- 8�" 0’- 5�" 26’- 3�" 4’- 4�" 27’- 1"

5 11" 7’- 5�" 0’- 5�" 3’-10�" 0’- 7�" 0’- 5" 29’- 4" 4’-11�" 30’- 0"

5 10" 7’- 5�" 0’- 6�" 3’-10" 0’- 8�" 0’- 5�" 29’- 4" 4’-11�" 30’- 1"

5 10" 7’- 5�" 0’- 6�" 3’-10" 0’- 8�" 0’- 5�" 29’- 4" 4’-11�" 30’- 1"

5 9" 7’- 5�" 0’- 6�" 3’-10" 0’- 8�" 0’- 5�" 29’- 4" 4’-11�" 30’- 1"

6 12" 7’- 5�" 0’- 6�" 3’- 9�" 0’- 8�" 0’- 5�" 29’- 4" 4’-11�" 30’- 1"

5 9" 8’- 3�" 0’- 6�" 4’- 2�" 0’- 8�" 0’- 5�" 32’- 4" 5’- 6�" 33’- 1"

5 10" 8’- 3�" 0’- 6�" 4’- 2�" 0’- 8�" 0’- 5�" 32’- 4" 5’- 6�" 33’- 1"

5 9" 8’- 3�" 0’- 6�" 4’- 2�" 0’- 8�" 0’- 5�" 32’- 4" 5’- 6�" 33’- 1"

5 9" 8’- 3�" 0’- 6�" 4’- 2�" 0’- 8�" 0’- 5�" 32’- 4" 5’- 6�" 33’- 1"

6 12" 8’- 3�" 0’- 6�" 4’- 2�" 0’- 8�" 0’- 5�" 32’- 4" 5’- 6�" 33’- 1"

5 9" 9’-10�" 0’- 6�" 4’-11�" 0’- 8�" 0’- 5�" 38’- 4�" 6’- 8�" 39’- 1"

6 12" 9’-10�" 0’- 6�" 4’-11�" 0’- 8�" 0’- 5�" 38’- 4�" 6’- 8�" 39’- 1"

5 8" 9’-10�" 0’- 6�" 4’-11�" 0’- 8�" 0’- 5�" 38’- 4�" 6’- 8�" 39’- 1"

6 11" 9’-10�" 0’- 7" 4’-11�" 0’- 9�" 0’- 6" 38’- 4�" 6’- 8�" 39’- 2"

53 16

53 24

68 16

68 24

68 32

68 40

83 16

83 24

83 32

83 40

83 48

98 24

98 32

98 40

98 48

98 56

113 24

113 40

113 56

113 72

128 24

128 40

128 56

128 72

143 24

143 40

143 56

143 72

143 88

158 24

158 40

158 56

158 72

158 88

188 40

188 56

188 72

188 88

0.989 115.345 13’- 2" 6 12’-10" 2 8

1.087 123.697 13’- 2" 6 12’-10" 2 10

1.157 149.191 16’- 2" 6 15’-10" 2 8

1.255 157.543 16’- 2" 6 15’-10" 2 10

1.353 16’- 2" 6 15’-10" 2 12

1.451 16’- 2" 6 15’-10" 2 14

1.306 195.032 19’- 2" 6 18’-10" 2 8

1.404 202.477 19’- 2" 6 18’-10" 2 10

1.503 19’- 2" 6 18’-10" 2 12

19’- 2" 6 18’-10" 2 14

19’- 2" 6 18’-10" 2 16

1.747 218.090 22’- 2" 6 21’-10" 2 10

22’- 2" 6 21’-10" 2 12

22’- 2" 6 21’-10" 2 14

22’- 2" 6 21’-10" 2 16

22’- 2" 6 21’-10" 2 18

6 24’-10" 2 10

2.081 25’- 2" 6 24’-10" 2 14

25’- 2" 6 24’-10" 2 18

25’- 2" 6 24’-10" 2 22

28’- 2" 6 27’-10" 2 10

28’- 2" 6 27’-10" 2 14

28’- 2" 6 27’-10" 2 18

28’- 2" 6 27’-10" 2 22

31’- 2" 6 30’-10" 2 10

31’- 2" 6 30’-10" 2 14

31’- 2" 6 30’-10" 2 18

31’- 2" 6 30’-10" 2 22

31’- 2" 6 30’-10" 2 26

34’- 2" 6 33’-10" 2 10

34’- 2" 6 33’-10" 2 14

34’- 2" 6 33’-10" 2 18

34’- 2" 6 33’-10" 2 22

34’- 2" 6 33’-10" 2 26

40’- 2" 6 39’-10" 2 14

40’- 2" 6 39’-10" 2 18

40’- 2" 6 39’-10" 2 22

40’- 2" 6 39’-10" 2 26

1.827 102.932 1.808 77.103

1.932 109.835 1.901 77.103

2.124 120.956 2.115 95.127

2.229 127.859 2.208 95.127

2.334 134.761 2.300 95.127

2.440 141.664 2.393 95.127

2.425 138.980 2.426 113.151

2.531 145.883 2.519 113.151

2.636 152.785 2.611 113.151

2.741 159.688 2.704 113.151

2.846 166.591 2.797 113.151

2.784 163.907 2.782 131.175

2.889 170.809 2.875 131.175

2.994 177.712 2.968 131.175

3.099 184.615 3.060 131.175

3.204 191.517 3.153 131.175

3.085 181.931 3.093 149.199

3.295 195.736 3.278 149.199

3.492 209.541 3.450 149.199

3.702 223.347 3.636 149.199

3.387 199.955 3.405 167.223

3.597 213.760 3.591 167.223

3.810 227.565 3.779 167.223

3.989 241.371 3.933 167.223

3.682 217.979 3.710 185.247

3.874 231.784 3.877 185.247

4.084 245.589 4.063 185.247

4.295 259.395 4.248 185.247

4.487 273.200 4.416 185.247

3.953 236.003 3.991 203.271

4.164 249.808 4.177 203.271

4.374 263.613 4.362 203.271

4.564 277.419 4.527 203.271

4.774 291.224 4.713 203.271

4.693 285.856 4.726 239.319

4.903 299.661 4.912 239.319

5.114 313.467 5.097 239.319

5.299 327.272 5.257 239.319

49.903

52.727

62.428

65.252

68.076

70.900

74.953

77.777

80.601

83.425

86.249

90.302

93.126

95.950

98.774

101.598

102.827

108.475

114.123

119.771

115.352

121.000

126.648

132.296

127.877

133.525

139.173

144.821

150.469

140.402

146.050

151.698

157.346

162.994

171.100

176.748

182.396

188.044

BCT-02

TRIPLE BOX CULVERTS

0 TO 2 FT. FILLS

2.812

2.619 474.426

534.465

439.558 2.424

2.183 409.438

460.552 2.683

2.406 415.143

368.255 2.171

1.976 337.721

25’- 2"

371.229

348.715

2.509

2.313

328.424

287.324 1.885

2.137 297.193

285.731 2.039

1.942 257.738

246.684 1.844

1.697 258.484

229.318 1.600

182.365

171.947

211.630

3.701 742.832

703.628 3.446

3.253 652.706

593.399 3.060

3.229 624.268

558.313 3.037

2.790 535.891

477.560 2.597

2.401 460.612

605.750 3.050

08/14


FOR TYPICAL SECTION, NOTES AND OTHER DETAILS, REFER TO STANDARD BCT-DT.

4

BA

RS

3

BA

RS

C

A

C

E

G

A

C

E

G

I

D

F

H

J

L

D

H

L

P

C

G

L

P

D

H

L

P

T

D

H

L

P

T

H

L

P

T

A


REFERENCE

SPECIFICATION


REVISION DATE

1004.08

SHEET 2 OF 2

TRIPLE BOX CULVERTS

2 TO 5 FT. FILLS

BCT-05

A

C

A

C

E

G

A

C

E

G

C

E

G

K

C

G

K

O

C

G

O

D

H

L

P

T

D

H

L

P

T

H

L

P

T

SIZ

E

SP

ACIN

G

c-c

a b c d e f g

BT1 HW1

SIZ

E

LE

NG

TH

LE

NG

TH

LE

NG

TH

NO.

BL1

NO.

BL2

NO.

HW

2

BA

RS

NO.

HW

3

BA

RS

WIN

GW

AL

L

CO

NC

RE

TE

REIN

FO

RCIN

G

ST

EE

L

(CY/

LF)

(LB

S/

LF)

CL

AS

S

A4

QUAN./LF

HE

AD

WA

LL

G

(FT.)

(FT.)

SPAN HGHT

REINFORCING STEEL

REIN

FO

RCIN

G

ST

EE

L

INL

ET

CO

NC

RE

TE

CL.

A4 (C

Y)

ST

EE

L (L

BS)

REIN

FO

RCIN

G

REIN

FO

RCI N

G

INLET

ST

EE

L (L

BS)

OU

TLET

CL.

A4 (C

Y)

CO

NC

RE

TE

OU

TL

ET

HEADWALLS

(LB

S/

LO

NG.

JT)

3 3

3 4

4 3

4 4

4 5

4 6

5 3

5 4

5 5

5 6

5 7

6 4

6 5

6 6

6 7

6 8

7 4

7 6

7 8

7 10

8 4

8 6

8 8

8 10

9 4

9 6

9 8

9 10

9 12

10 4

10 6

10 8

10 10

10 12

12 6

12 8

12 10

12 12

4 12" 2’- 8�" 0’- 4�" 1’- 6�" 0’- 5�" 0’- 3�" 11’- 3�" 1’- 5�" 11’-10"

4 12" 2’- 8�" 0’- 4�" 1’- 6�" 0’- 5�" 0’- 3�" 11’- 3�" 1’- 5�" 11’-10"

4 12" 3’- 6�" 0’- 4�" 1’-11�" 0’- 5�" 0’- 3�" 14’- 4" 2’- 1" 14’-10"

4 12" 3’- 6�" 0’- 4�" 1’-11�" 0’- 5�" 0’- 3�" 14’- 4" 2’- 1" 14’-10"

4 12" 3’- 6�" 0’- 4�" 1’-11�" 0’- 5�" 0’- 3�" 14’- 4" 2’- 1" 14’-10"

4 12" 3’- 6�" 0’- 4�" 1’-11�" 0’- 5�" 0’- 3�" 14’- 4" 2’- 1" 14’-10"

4 12" 4’- 4�" 0’- 4�" 2’- 4�" 0’- 5�" 0’- 3�" 17’- 4" 2’- 8�" 17’-10"

4 12" 4’- 4�" 0’- 4�" 2’- 4�" 0’- 5�" 0’- 3�" 17’- 4" 2’- 8�" 17’-10"

4 12" 4’- 4�" 0’- 4�" 2’- 4�" 0’- 5�" 0’- 3�" 17’- 4" 2’- 8�" 17’-10"

4 12" 4’- 4�" 0’- 4�" 2’- 4�" 0’- 5�" 0’- 3�" 17’- 4" 2’- 8�" 17’-10"

4 12" 4’- 4�" 0’- 4�" 2’- 4�" 0’- 5�" 0’- 3�" 17’- 4" 2’- 8�" 17’-10"

4 12" 5’- 1�" 0’- 4�" 2’- 9" 0’- 5�" 0’- 3�" 20’- 4" 3’- 3�" 20’-10"

4 12" 5’- 1�" 0’- 4�" 2’- 9" 0’- 5�" 0’- 3�" 20’- 4" 3’- 3�" 20’-10"

4 12" 5’- 1�" 0’- 4�" 2’- 9" 0’- 5�" 0’- 3�" 20’- 4" 3’- 3�" 20’-10"

4 12" 5’- 1�" 0’- 4�" 2’- 9" 0’- 5�" 0’- 3�" 20’- 4" 3’- 3�" 20’-10"

4 11" 5’- 1�" 0’- 4�" 2’- 9" 0’- 5�" 0’- 3�" 20’- 4" 3’- 3�" 20’-10"

4 9" 5’-11�" 0’- 4�" 3’- 1�" 0’- 5�" 0’- 3�" 23’- 4�" 3’-10�" 23’-10"

4 9" 5’-11�" 0’- 4�" 3’- 1�" 0’- 5�" 0’- 3�" 23’- 4�" 3’-10�" 23’-10"

4 9" 5’-11�" 0’- 4�" 3’- 1�" 0’- 5�" 0’- 3�" 23’- 4�" 3’-10�" 23’-10"

4 9" 5’-11�" 0’- 4�" 3’- 1�" 0’- 5�" 0’- 3�" 23’- 4�" 3’-10�" 23’-10"

5 11" 6’- 8�" 0’- 4�" 3’- 6�" 0’- 6" 0’- 3�" 26’- 3�" 4’- 5�" 26’-10"

5 11" 6’- 8�" 0’- 4�" 3’- 6�" 0’- 6" 0’- 3�" 26’- 3�" 4’- 5�" 26’-10"

5 11" 6’- 8�" 0’- 4�" 3’- 6�" 0’- 6" 0’- 3�" 26’- 3�" 4’- 5�" 26’-10"

5 11" 6’- 8�" 0’- 4�" 3’- 6�" 0’- 6" 0’- 3�" 26’- 3�" 4’- 5�" 26’-10"

5 11" 7’- 5�" 0’- 5�" 3’-10�" 0’- 7�" 0’- 5" 29’- 4" 4’-11�" 30’- 0"

5 10" 7’- 5�" 0’- 6�" 3’-10" 0’- 8�" 0’- 5�" 29’- 4" 4’-11�" 30’- 1"

5 10" 7’- 5�" 0’- 6�" 3’-10" 0’- 8�" 0’- 5�" 29’- 4" 4’-11�" 30’- 1"

5 9" 7’- 5�" 0’- 6�" 3’-10" 0’- 8�" 0’- 5�" 29’- 4" 4’-11�" 30’- 1"

5 9" 7’- 5�" 0’- 6�" 3’- 9�" 0’- 8�" 0’- 5�" 29’- 4" 4’-11�" 30’- 1"

5 9" 8’- 3�" 0’- 6�" 4’- 2�" 0’- 8�" 0’- 5�" 32’- 4" 5’- 6�" 33’- 1"

5 10" 8’- 3�" 0’- 6�" 4’- 2�" 0’- 8�" 0’- 5�" 32’- 4" 5’- 6�" 33’- 1"

5 9" 8’- 3�" 0’- 6�" 4’- 2�" 0’- 8�" 0’- 5�" 32’- 4" 5’- 6�" 33’- 1"

5 9" 8’- 3�" 0’- 6�" 4’- 2�" 0’- 8�" 0’- 5�" 32’- 4" 5’- 6�" 33’- 1"

6 12" 8’- 3�" 0’- 6�" 4’- 2�" 0’- 8�" 0’- 5�" 32’- 4" 5’- 6�" 33’- 1"

5 9" 9’-10�" 0’- 6�" 4’-11�" 0’- 8�" 0’- 5�" 38’- 4�" 6’- 8�" 39’- 1"

6 12" 9’-10�" 0’- 6�" 4’-11�" 0’- 8�" 0’- 5�" 38’- 4�" 6’- 8�" 39’- 1"

5 8" 9’-10�" 0’- 6�" 4’-11�" 0’- 8�" 0’- 5�" 38’- 4�" 6’- 8�" 39’- 1"

6 11" 9’-10�" 0’- 7" 4’-11�" 0’- 9�" 0’- 6" 38’- 4�" 6’- 8�" 39’- 2"

44 16

44 24

56 16

56 24

56 32

56 40

68 16

68 24

68 32

68 40

68 48

80 24

80 32

80 40

80 48

80 56

92 24

92 40

92 56

92 72

104 24

104 40

104 56

104 72

116 24

116 40

116 56

116 72

116 88

128 24

128 40

128 56

128 72

128 88

152 40

152 56

152 72

152 88

0.989 109.333 13’- 2" 6 12’-10" 2 8

1.087 117.685 13’- 2" 6 12’-10" 2 10

1.136 129.262 16’- 2" 6 15’-10" 2 8

1.234 137.614 16’- 2" 6 15’-10" 2 10

1.332 145.966 16’- 2" 6 15’-10" 2 12

1.430 154.318 16’- 2" 6 15’-10" 2 14

1.281 162.105 19’- 2" 6 18’-10" 2 8

1.380 170.457 19’- 2" 6 18’-10" 2 10

1.478 178.809 19’- 2" 6 18’-10" 2 12

19’- 2" 6 18’-10" 2 14

19’- 2" 6 18’-10" 2 16

22’- 2" 6 21’-10" 2 10

22’- 2" 6 21’-10" 2 12

22’- 2" 6 21’-10" 2 14

22’- 2" 6 21’-10" 2 16

22’- 2" 6 21’-10" 2 18

1.669 25’- 2" 6 24’-10" 2 10

25’- 2" 6 24’-10" 2 14

25’- 2" 6 24’-10" 2 18

25’- 2" 6 24’-10" 2 22

28’- 2" 6 27’-10" 2 10

28’- 2" 6 27’-10" 2 14

28’- 2" 6 27’-10" 2 18

28’- 2" 6 27’-10" 2 22

31’- 2" 6 30’-10" 2 10

2.426 31’- 2" 6 30’-10" 2 14

2.621 31’- 2" 6 30’-10" 2 18

31’- 2" 6 30’-10" 2 22

31’- 2" 6 30’-10" 2 26

2.403 34’- 2" 6 33’-10" 2 10

34’- 2" 6 33’-10" 2 14

34’- 2" 6 33’-10" 2 18

34’- 2" 6 33’-10" 2 22

34’- 2" 6 33’-10" 2 26

40’- 2" 6 39’-10" 2 14

40’- 2" 6 39’-10" 2 18

40’- 2" 6 39’-10" 2 22

40’- 2" 6 39’-10" 2 26

1.827 102.932 1.808 77.103

1.932 109.835 1.901 77.103

2.131 120.956 2.121 95.127

2.236 127.859 2.214 95.127

2.341 134.761 2.307 95.127

2.446 141.664 2.399 95.127

2.434 138.980 2.435 113.151

2.539 145.883 2.527 113.151

2.644 152.785 2.620 113.151

2.750 159.688 2.713 113.151

2.855 166.591 2.806 113.151

2.843 163.907 2.841 131.175

2.948 170.809 2.934 131.175

3.053 177.712 3.026 131.175

3.158 184.615 3.119 131.175

3.263 191.517 3.212 131.175

3.146 181.931 3.154 149.199

3.357 195.736 3.340 149.199

3.567 209.541 3.525 149.199

3.777 223.347 3.711 149.199

3.450 199.955 3.468 167.223

3.660 213.760 3.653 167.223

3.870 227.565 3.839 167.223

4.081 241.371 4.024 167.223

3.682 217.979 3.710 185.247

3.874 231.784 3.877 185.247

4.084 245.589 4.063 185.247

4.295 259.395 4.248 185.247

4.487 273.200 4.416 185.247

3.953 236.003 3.991 203.271

4.164 249.808 4.177 203.271

4.374 263.613 4.362 203.271

4.564 277.419 4.527 203.271

4.774 291.224 4.713 203.271

4.693 285.856 4.726 239.319

4.903 299.661 4.912 239.319

5.114 313.467 5.097 239.319

5.299 327.272 5.257 239.319

42.388

45.212

52.408

55.232

58.056

60.880

62.428

65.252

68.076

70.900

73.724

75.272

78.096

80.920

83.744

86.568

85.292

90.940

96.588

102.236

95.312

100.960

106.608

112.256

105.332

110.980

116.628

122.276

127.924

115.352

121.000

126.648

132.296

137.944

141.040

146.688

152.336

157.984

1.865 285.595

266.347

1.917 247.827

221.683 1.820

1.722 212.059

202.435 1.624

191.451 1.526

1.673 203.673

194.389 1.575

2.813 519.719

452.011

415.921

387.151 2.185

2.397 430.737

381.727 2.203

2.007 359.349

335.428 1.812

2.254 359.149

307.293 2.061

725.364 3.702

3.449 673.750

618.563 3.255

3.062 562.160

624.508 3.229

3.038 535.338

508.554 2.792

2.599 454.319

436.712

561.492 3.053

08/14


K


4

BA

RS

3

BA

RS

I

I

A

C

B

F

H

B

D

F

H

J

D

F

H

J

L

E

M

Q

E

M

Q

E

M

Q

U

F

J

N

R

V

J

N

R

V

I

I

I

3 3

3 4

4 3

4 4

4 5

4 6

5 3

5 4

5 5

5 6

5 7

6 4

6 5

6 6

6 7

6 8

7 4

7 6

7 8

7 10

8 4

8 6

8 8

8 10

9 4

9 6

9 8

9 10

9 12

10 4

10 6

10 8

10 10

10 12

12 6

12 8

12 10

12 12

12"

12"

12"

12"

12"

12"

11"

11"

10"

10"

10"

9"

10"

10"

10"

9"

9"

9"

9"

9"

8"

8"

8"

8"

9"

9"

9"

9"

9"

9"

9"

9"

9"

9"

8"

8"

8"

8"

44 16

44 24

56 16

56 24

56 32

56 40

68 16

68 24

68 32

68 40

68 48

80 24

80 32

80 40

80 48

80 56

92 24

92 40

92 56

92 72

104 24

104 40

104 56

104 72

116 24

116 40

116 56

116 72

116 88

128 24

128 40

128 56

128 72

128 88

152 40

152 56

152 72

152 88

13’- 2" 6 12’-10" 2 8

13’- 2" 6 12’-10" 2 10

16’- 2" 6 15’-10" 2 8

16’- 2" 6 15’-10" 2 10

16’- 2" 6 15’-10" 2 12

16’- 2" 6 15’-10" 2 14

19’- 2" 6 18’-10" 2 8

19’- 2" 6 18’-10" 2 10

19’- 2" 6 18’-10" 2 12

19’- 2" 6 18’-10" 2 14

19’- 2" 6 18’-10" 2 16

22’- 2" 6 21’-10" 2 10

22’- 2" 6 21’-10" 2 12

22’- 2" 6 21’-10" 2 14

22’- 2" 6 21’-10" 2 16

22’- 2" 6 21’-10" 2 18

25’- 2" 6 24’-10" 2 10

25’- 2" 6 24’-10" 2 14

25’- 2" 6 24’-10" 2 18

25’- 2" 6 24’-10" 2 22

28’- 2" 6 27’-10" 2 10

28’- 2" 6 27’-10" 2 14

28’- 2" 6 27’-10" 2 18

28’- 2" 6 27’-10" 2 22

31’- 2" 6 30’-10" 2 10

31’- 2" 6 30’-10" 2 14

31’- 2" 6 30’-10" 2 18

31’- 2" 6 30’-10" 2 22

31’- 2" 6 30’-10" 2 26

34’- 2" 6 33’-10" 2 10

34’- 2" 6 33’-10" 2 14

34’- 2" 6 33’-10" 2 18

34’- 2" 6 33’-10" 2 22

34’- 2" 6 33’-10" 2 26

40’- 2" 6 39’-10" 2 14

40’- 2" 6 39’-10" 2 18

40’- 2" 6 39’-10" 2 22

40’- 2" 6 39’-10" 2 26

SIZ

E

SP

ACIN

G

c-c

a b c d e f g

BT1 HW1

SIZ

E

LE

NG

TH

LEN

GT

H

LE

NG

TH

NO.

BL1

NO.

BL2

NO.

HW

2

BA

RS

NO.

HW

3

BA

RS

WIN

GW

AL

L

CO

NC

RE

TE

REIN

FO

RCIN

G

ST

EE

L

(CY/LF)

(L

BS/

LF)

CL

AS

S

A4

QUAN./LF

HEAD

WALL

G

(F

T.)

(F

T.)

SPAN HGHT

REIN

FO

RCIN

G

ST

EE

L

INLET

CO

NC

RE

TE

CL.

A4 (C

Y)

ST

EE

L (L

BS)

REIN

FO

RCIN

G

REIN

FO

RCIN

G

INL

ET

ST

EE

L (L

BS)

OU

TL

ET

CL.

A4 (C

Y)

CO

NC

RE

TE

OU

TL

ET

HEADWALLS

(L

BS/

LO

NG. JT)

1.827 102.932 1.808 77.103

1.932 109.835 1.901 77.103

2.104 120.956 2.095 95.127

2.209 127.859 2.188 95.127

2.315 134.761 2.280 95.127

2.420 141.664 2.373 95.127

2.313 138.980 2.313 113.151

2.418 145.883 2.406 113.151

2.532 152.785 2.508 113.151

2.637 159.688 2.600 113.151

2.742 166.591 2.693 113.151

2.607 163.907 2.605 131.175

2.712 170.809 2.698 131.175

2.817 177.712 2.791 131.175

2.922 184.615 2.883 131.175

3.039 191.517 2.987 131.175

2.769 181.931 2.777 149.199

2.979 195.736 2.962 149.199

3.189 209.541 3.148 149.199

3.361 223.347 3.294 149.199

2.875 199.955 2.893 167.223

3.085 213.760 3.079 167.223

3.280 227.565 3.248 167.223

3.451 241.371 3.394 167.223

2.944 217.979 2.972 185.247

3.155 231.784 3.158 185.247

3.365 245.589 3.343 185.247

3.553 259.395 3.506 185.247

3.598 273.200 3.525 185.247

2.975 236.003 3.013 203.271

3.185 249.808 3.198 203.271

3.395 263.613 3.384 203.271

3.564 277.419 3.527 203.271

3.603 291.224 3.540 203.271

3.184 285.856 3.217 239.319

3.394 299.661 3.402 239.319

3.535 313.467 3.518 239.319

3.590 327.272 3.547 239.319

42.388

45.212

52.408

55.232

58.056

60.880

62.428

65.252

68.076

70.900

73.724

75.272

78.096

80.920

83.744

86.568

85.292

90.940

96.588

102.236

95.312

100.960

106.608

112.256

105.332

110.980

116.628

122.276

127.924

115.352

121.000

126.648

132.296

137.944

141.040

146.688

152.336

157.984

REINFORCING STEEL

8’-8"

8’-5"

8’-4"

8’-4"

7’-5"

7’-3"

7’-1"

7’-1"

7’-1"

6’-10"

6’-8"

6’-5"

6’-5"

6’-5"

6’-0"

5’-9"

5’-9"

5’-9"

5’-5"

5’-2"

5’-2"

5’-2"

4’-7"

4’-6"

4’-6"

4’-6"

4’-6"

3’-10"

3’-10"

3’-10"

3’-10"

3’-10"

3’-3"

3’-3"

3’-3"

3’-3"

2’-7"

2’-7"

5’-5"

5’-5"

5’-5"

5’-5"

4’-8"

4’-8"

4’-8"

4’-8"

4’-8"

4’-3"

4’-3"

4’-3"

4’-3"

4’-3"

3’-10"

3’-10"

3’-10"

3’-10"

3’-5"

3’-5"

3’-5"

3’-5"

3’-0"

3’-0"

3’-0"

3’-0"

3’-0"

2’-8"

2’-8"

2’-8"

2’-8"

2’-8"

2’-3"

2’-3"

2’-3"

2’-3"

1’-10"

1’-10"

39’-0"

38’-6"

38’-3"

38’-3"

33’-0"

32’-7"

32’-3"

32’-3"

32’-3"

30’-1"

29’-9"

29’-4"

29’-4"

29’-4"

26’-9"

26’-4"

26’-4"

26’-4"

23’-9"

23’-4"

23’-4"

23’-4"

20’-5"

20’-4"

20’-4"

20’-4"

20’-4"

17’-4"

17’-4"

17’-4"

17’-4"

17’-4"

14’-3"

14’-3"

14’-3"

14’-3"

11’-3"

11’-3"

3’-8"

3’-8"

3’-8"

3’-8"

3’-1"

3’-2"

3’-2"

3’-2"

3’-2"

2’-11"

2’-11"

2’-11"

2’-11"

2’-11"

2’-7"

2’-7"

2’-7"

2’-6"

2’-5"

2’-5"

2’-5"

2’-4"

2’-1"

2’-1"

2’-1"

2’-1"

2’-1"

1’-9"

1’-9"

1’-9"

1’-9"

1’-9"

1’-6"

1’-6"

1’-6"

1’-6"

1’-3"

1’-3"

41’-5"

41’-3"

41’-3"

35’-5"

34’-11"

34’-7"

34’-7"

34’-7"

32’-1"

31’-9"

31’-4"

31’-4"

31’-4"

28’-6"

28’-1"

28’-1"

28’-2"

25’-2"

24’-9"

24’-9"

24’-10"

21’-8"

21’-6"

21’-7"

21’-7"

21’-7"

18’-3"

18’-3"

18’-3"

18’-3"

18’-3"

15’-0"

15’-0"

15’-0"

15’-0"

11’-9"

11’-9"

41’-11"2’- 7�’’

2’- 7�’’

2’- 7�’’

2’- 7�’’

2’- 1�’’

2’- �’’

2’- �’’

2’- �’’

2’- �’’

1’- 9�’’

1’- 9�’’

1’- 9�’’

1’- 9�’’

1’- 9�’’

1’- 7�’’

1’- 7�’’

1’- 7�’’

1’- 7�’’

1’- 4’’

1’- 4’’

1’- 4’’

1’- 4�’’

1’- 1�’’

1’- 1�’’

1’- 1�’’

1’- 1�’’

1’- 1�’’

0’- 10�’’

0’- 10�’’

0’- 10�’’

0’- 10�’’

0’- 10�’’

0’- 7�’’

0’- 7�’’

0’- 7�’’

0’- 7�’’

0’- 5�’’

0’- 5�’’

6

6

6

6

6

7

6

6

6

6

6

6

6

6

5

5

5

5

5

5

5

5

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

1’-10�"

1’-10�"

1’-10�"

1’-10�"

1’- 6�"

1’- 6’’

1’- 6’’

1’- 6’’

1’- 6’’

1’- 3�"

1’- 4’’

1’- 3�"

1’- 4’’

1’- 4’’

1’- 2’’

1’- 2’’

1’- 2’’

1’- 2�"

0’-11�"

0’-11�"

0’-11�"

1’- 0’’

0’-10’’

0’-9� "

0’-10’’

0’-10’’

0’-10’’

0’- 7�"

0’- 7�"

0’- 7�"

0’- 8’’

0’- 8’’

0’- 5�"

0’- 5�"

0’- 5�"

0’- 5�’’

0’- 4’’

0’- 4’’

1’- 9�’’

1’- 9�’’

1’- 9�’’

1’- 9�’’

1’- 5�’’

1’- 4�’’

1’- 5’’

1’- 5’’

1’- 5’’

1’- 2�’’

1’- 3’’

1’- 2�’’

1’- 3’’

1’- 3’’

1’- 1�’’

1’- 1�’’

1’- 1�’’

1’- 1�’’

0’-10�’’

0’-10�’’

0’-10�’’

0’-11�’’

0’- 9�’’

0’- 9’’

0’- 9�’’

0’- 9�’’

0’- 9�’’

0’- 7’’

0’- 7’’

0’- 7’’

0’- 7�’’

0’- 7�’’

0’- 5’’

0’- 5’’

0’- 5’’

0’- 5’’

0’- 3�’’

0’- 3�’’ 119.117

123.575

130.522

138.874

147.226

175.546

160.509

168.982

186.495

200.833

230.967

215.855

229.840

244.460

271.576

292.291

314.260

337.736

404.045

457.227

383.895

408.450

468.303

518.258

499.880

525.293

586.121

641.784

747.331

547.156

572.819

635.237

790.481

756.073

732.789

797.422

872.364

921.845

0.988

1.087

1.294

1.392

1.490

1.587

1.718

1.816

1.886

1.984

2.080

2.289

2.387

2.485

2.550

2.711

2.833

2.993

3.185

3.573

3.536

3.649

3.842

4.236

4.144

4.340

4.487

4.932

5.294

4.914

5.110

5.302

5.657

6.175

6.986

7.179

7.460

7.970


REFERENCE

SPECIFICATION


REVISION DATE

TRIPLE BOX CULVERTS

30 TO 40 FT. FILLS

BCT-40

08/14


1004.16

SHEET 2 OF 2

4 B

ARS

3

BA

RS


D


REFERENCE

SPECIFICATION


REVISION DATE

1005.06

SHEET 2 OF 2

BCQ-02

QUADRUPLE BOX CULVERTS

0 TO 2 FT. FILLS

A

C

B

D

F

H

A

C

E

G

C

E

G

K

C

G

K

O

C

G

L

P

D

H

L

O

S

D

H

L

P

T

H

L

P

T

3 3

3 4

4 3

4 4

4 5

4 6

5 3

5 4

5 5

5 6

5 7

6 4

6 5

6 6

6 7

6 8

7 4

7 6

7 8

7 10

8 4

8 6

8 8

8 10

9 4

9 6

9 8

9 10

9 12

10 4

10 6

10 8

10 10

10 12

12 6

12 8

12 10

12 12

4 12" 2’- 8�" 0’- 4�" 1’- 6�" 0’- 5�" 0’- 3�" 14’-11�" 1’- 5�" 15’- 9"

4 12" 2’- 8�" 0’- 4�" 1’- 6�" 0’- 5�" 0’- 3�" 14’-11�" 1’- 5�" 15’- 9"

4 12" 3’- 5�" 0’- 5�" 1’-10�" 0’- 7�" 0’- 5" 19’- 0" 1’-11�" 20’- 0"

4 12" 3’- 5�" 0’- 5�" 1’-10�" 0’- 7�" 0’- 5" 19’- 0" 1’-11�" 20’- 0"

4 12" 3’- 5�" 0’- 6" 1’-10" 0’- 8" 0’- 5�" 19’- 0" 1’-11�" 20’- 1"

4 12" 3’- 5�" 0’- 6" 1’-10" 0’- 8" 0’- 5�" 19’- 0" 1’-11�" 20’- 1"

4 11" 4’- 3�" 0’- 5�" 2’- 3�" 0’- 7�" 0’- 4�" 23’- 0" 2’- 7�" 24’- 0"

4 11" 4’- 3�" 0’- 5�" 2’- 3�" 0’- 7�" 0’- 4�" 23’- 0" 2’- 7�" 24’- 0"

4 11" 4’- 3�" 0’- 5�" 2’- 3�" 0’- 7�" 0’- 4�" 23’- 0" 2’- 7�" 24’- 0"

4 11" 4’- 3�" 0’- 5�" 2’- 3�" 0’- 7�" 0’- 4�" 23’- 0" 2’- 7�" 24’- 0"

4 10" 4’- 3�" 0’- 5�" 2’- 3�" 0’- 7�" 0’- 4�" 23’- 0" 2’- 7�" 24’- 0"

4 9" 5’- 1�" 0’- 5�" 2’- 8�" 0’- 6�" 0’- 4�" 27’- 0" 3’- 2�" 27’-11"

4 9" 5’- 1�" 0’- 5�" 2’- 8�" 0’- 6�" 0’- 4�" 27’- 0" 3’- 2�" 27’-11"

4 9" 5’- 1�" 0’- 5�" 2’- 8�" 0’- 6�" 0’- 4�" 27’- 0" 3’- 2�" 27’-11"

4 9" 5’- 1�" 0’- 5�" 2’- 8�" 0’- 6�" 0’- 4�" 27’- 0" 3’- 2�" 27’-11"

4 8" 5’- 1�" 0’- 5�" 2’- 8�" 0’- 6�" 0’- 4�" 27’- 0" 3’- 2�" 27’-11"

4 8" 5’-11" 0’- 5�" 3’- 1�" 0’- 6�" 0’- 4�" 31’- �" 3’- 9�" 31’-11"

4 8" 5’-11" 0’- 5�" 3’- 1�" 0’- 6�" 0’- 4�" 31’- �" 3’- 9�" 31’-11"

5 11" 5’-11" 0’- 5�" 3’- 1�" 0’- 7" 0’- 4�" 31’- �" 3’- 9�" 31’-11"

5 11" 5’-10�" 0’- 5�" 3’- �" 0’- 7�" 0’- 4�" 31’- �" 3’- 9�" 32’- 0"

5 12" 6’- 8�" 0’- 5�" 3’- 5�" 0’- 7�" 0’- 4�" 34’-11�" 4’- 4�" 35’-11"

5 11" 6’- 8�" 0’- 5�" 3’- 5�" 0’- 7�" 0’- 4�" 34’-11�" 4’- 4�" 35’-11"

5 11" 6’- 8�" 0’- 5�" 3’- 5�" 0’- 7�" 0’- 5" 34’-11�" 4’- 4�" 36’- 0"

5 10" 6’- 8�" 0’- 5�" 3’- 5�" 0’- 7�" 0’- 5" 34’-11�" 4’- 4�" 36’- 0"

5 11" 7’- 5�" 0’- 6�" 3’-10" 0’- 8�" 0’- 5�" 39’- 0" 4’-11�" 40’- 1"

5 10" 7’- 5�" 0’- 6�" 3’-10" 0’- 8�" 0’- 5�" 39’- 0" 4’-11�" 40’- 1"

5 10" 7’- 5�" 0’- 6�" 3’-10" 0’- 8�" 0’- 5�" 39’- 0" 4’-11�" 40’- 1"

5 9" 7’- 6" 0’- 5�" 3’-10�" 0’- 7�" 0’- 4�" 39’- 0" 5’- 0" 40’- 0"

6 12" 7’- 6" 0’- 5�" 3’-10�" 0’- 7�" 0’- 4�" 39’- 0" 5’- 0" 39’-11"

5 10" 8’- 3�" 0’- 6�" 4’- 2�" 0’- 8�" 0’- 5�" 43’- 0" 5’- 6�" 44’- 1"

5 9" 8’- 3�" 0’- 6�" 4’- 2�" 0’- 8�" 0’- 5�" 43’- 0" 5’- 6�" 44’- 1"

6 12" 8’- 3�" 0’- 6�" 4’- 2�" 0’- 8�" 0’- 5�" 43’- 0" 5’- 6�" 44’- 1"

5 8" 8’- 3�" 0’- 6�" 4’- 2�" 0’- 8�" 0’- 5�" 43’- 0" 5’- 6�" 44’- 1"

5 8" 8’- 3�" 0’- 6�" 4’- 2�" 0’- 8�" 0’- 5�" 43’- 0" 5’- 6�" 44’- 1"

5 8" 9’-10�" 0’- 6�" 4’-11�" 0’- 9�" 0’- 6" 51’- �" 6’- 8�" 52’- 3"

5 8" 9’-10�" 0’- 6�" 4’-11�" 0’- 9�" 0’- 6" 51’- �" 6’- 8�" 52’- 3"

6 11" 9’-10�" 0’- 7" 4’-11�" 0’- 9�" 0’- 6" 51’- �" 6’- 8�" 52’- 3"

6 10" 9’-10�" 0’- 7" 4’-11�" 0’- 9�" 0’- 6" 51’- �" 6’- 8�" 52’- 3"

73 20

73 30

93 20

93 30

93 40

93 50

113 20

113 30

113 40

113 50

113 60

133 30

133 40

133 50

133 60

133 70

153 30

153 50

153 70

153 90

173 30

173 50

173 70

173 90

193 30

193 50

193 70

193 90

193 110

213 30

213 50

213 70

213 90

213 110

253 50

253 70

253 90

253 110

1.283 150.583 16’-10" 6 16’- 6" 3 12

1.404 16’-10" 6 16’- 6" 3 15

1.626 193.113 20’-10" 6 20’- 6" 3 12

1.749 209.002 20’-10" 6 20’- 6" 3 15

1.901 20’-10" 6 20’- 6" 3 18

2.023 20’-10" 6 20’- 6" 3 21

1.815 237.595 24’-10" 6 24’- 6" 3 12

1.937 257.242 24’-10" 6 24’- 6" 3 15

2.060 273.033 24’-10" 6 24’- 6" 3 18

24’-10" 6 24’- 6" 3 21

24’-10" 6 24’- 6" 3 24

2.112 329.861 28’-10" 6 28’- 6" 3 15

28’-10" 6 28’- 6" 3 18

28’-10" 6 28’- 6" 3 21

28’-10" 6 28’- 6" 3 24

28’-10" 6 28’- 6" 3 27

32’-10" 6 32’- 6" 3 15

32’-10" 6 32’- 6" 3 21

32’-10" 6 32’- 6" 3 27

32’-10" 6 32’- 6" 3 33

36’-10" 6 36’- 6" 3 15

36’-10" 6 36’- 6" 3 21

36’-10" 6 36’- 6" 3 27

36’-10" 6 36’- 6" 3 33

40’-10" 6 40’- 6" 3 15

40’-10" 6 40’- 6" 3 21

40’-10" 6 40’- 6" 3 27

40’-10" 6 40’- 6" 3 33

40’-10" 6 40’- 6" 3 39

44’-10" 6 44’- 6" 3 15

44’-10" 6 44’- 6" 3 21

44’-10" 6 44’- 6" 3 27

44’-10" 6 44’- 6" 3 33

44’-10" 6 44’- 6" 3 39

52’-10" 6 52’- 6" 3 21

52’-10" 6 52’- 6" 3 27

52’-10" 6 52’- 6" 3 33

52’-10" 6 52’- 6" 3 39

SIZ

E

SP

ACIN

G

c-c

a b c d e f g

BT1 HW1

SIZ

E

LE

NG

TH

LE

NG

TH

LE

NG

TH

NO.

BL1

NO.

BL2

NO.

HW

2

BA

RS

NO.

HW

3

BA

RS

WIN

GW

AL

L

CO

NC

RE

TE

REIN

FO

RCIN

G

ST

EE

L

(CY/

LF)

(LB

S/

LF)

CL

AS

S

A4

QUAN./LF

HE

AD

WA

LL

G

(FT.)

(FT.)

SPAN HGHT

REINFORCING STEEL

REIN

FO

RCIN

G

ST

EE

L

INL

ET

CO

NC

RE

TE

CL.

A4 (C

Y)

ST

EE

L (L

BS)

REIN

FO

RCIN

G

REIN

FO

RCI N

G

INLET

ST

EE

L (L

BS)

OU

TLET

CL.

A4 (C

Y)

CO

NC

RE

TE

OU

TL

ET

HEADWALLS

(LB

S/

LO

NG.

JT)

2.222 137.876 2.191 99.132

2.333 148.230 2.284 99.132

2.595 161.908 2.577 123.164

2.706 172.262 2.670 123.164

2.808 182.616 2.753 123.164

2.919 192.970 2.845 123.164

2.979 185.940 2.974 147.196

3.090 196.294 3.067 147.196

3.201 206.648 3.160 147.196

3.313 217.002 3.253 147.196

3.424 227.356 3.345 147.196

3.499 220.326 3.489 171.228

3.610 230.680 3.582 171.228

3.721 241.034 3.674 171.228

3.833 251.388 3.767 171.228

3.944 261.742 3.860 171.228

3.894 244.358 3.898 195.260

4.117 265.066 4.083 195.260

4.339 285.774 4.268 195.260

4.543 306.482 4.435 195.260

4.267 268.390 4.284 219.292

4.490 289.098 4.469 219.292

4.708 309.806 4.651 219.292

4.931 330.514 4.836 219.292

4.627 292.422 4.657 243.324

4.850 313.130 4.843 243.324

5.072 333.838 5.028 243.324

5.327 354.546 5.246 243.324

5.550 375.254 5.431 243.324

4.985 316.454 5.028 267.356

5.207 337.162 5.213 267.356

5.430 357.870 5.399 267.356

5.653 378.578 5.584 267.356

5.875 399.286 5.770 267.356

5.904 385.226 5.937 315.420

6.127 405.934 6.122 315.420

6.349 426.642 6.308 315.420

6.572 447.350 6.493 315.420

68.015

71.545

84.715

88.245

91.775

95.305

101.415

104.945

108.475

112.005

115.535

121.645

125.175

128.705

132.235

135.765

138.345

145.405

152.465

159.525

155.045

162.105

169.165

176.225

171.745

178.805

185.865

192.925

199.985

188.445

195.505

202.565

209.625

216.685

228.905

235.965

243.025

250.085

3.534 695.825

614.912 3.414

3.170 581.291

517.402 2.928

3.374 587.781

531.756 3.132

2.833 501.470

2.590 442.425

507.590 3.104

2.810 481.580

426.453 2.568

2.323 397.868

2.598 438.628

397.761

379.181

2.477

2.355

2.233 359.273

329.987 2.302

2.180 316.776

182.264

225.081

245.516

4.815 1,069.659

949.949 4.577

4.334 906.204

928.213 4.085

4.191 862.850

809.034 3.948

3.706 739.583

651.157 3.466

3.224 595.266

776.824 3.775

08/14


FOR TYPICAL SECTION, NOTES AND OTHER DETAILS, REFER TO STANDARD BCQ-DT.

4

BA

RS

3

BA

RS

I

I


REFERENCE

SPECIFICATION


REVISION DATE

1005.08

SHEET 2 OF 2

BCQ-05

QUADRUPLE BOX CULVERTS

2 TO 5 FT. FILLS

A

C

A

C

E

G

A

C

E

G

C

E

G

K

C

G

K

O

C

G

K

O

C

G

K

O

S

C

G

L

P

T

H

L

P

T

4 12" 2’- 8�" 0’- 4�" 1’- 6�" 0’- 5�" 0’- 3�" 14’-11�" 1’- 5�" 15’- 9"

4 12" 2’- 8�" 0’- 4�" 1’- 6�" 0’- 5�" 0’- 3�" 14’-11�" 1’- 5�" 15’- 9"

4 12" 3’- 6�" 0’- 4�" 1’-11�" 0’- 5�" 0’- 3�" 19’- 0" 2’- 1" 19’- 9"

4 12" 3’- 6�" 0’- 4�" 1’-11�" 0’- 5�" 0’- 3�" 19’- 0" 2’- 1" 19’- 9"

4 12" 3’- 6�" 0’- 4�" 1’-11�" 0’- 5�" 0’- 3�" 19’- 0" 2’- 1" 19’- 9"

4 12" 3’- 6�" 0’- 4�" 1’-11�" 0’- 5�" 0’- 3�" 19’- 0" 2’- 1" 19’- 9"

4 12" 4’- 4�" 0’- 4�" 2’- 4�" 0’- 5�" 0’- 3�" 23’- 0" 2’- 8�" 23’- 9"

4 12" 4’- 4�" 0’- 4�" 2’- 4�" 0’- 5�" 0’- 3�" 23’- 0" 2’- 8�" 23’- 9"

4 12" 4’- 4�" 0’- 4�" 2’- 4�" 0’- 5�" 0’- 3�" 23’- 0" 2’- 8�" 23’- 9"

4 12" 4’- 4�" 0’- 4�" 2’- 4�" 0’- 5�" 0’- 3�" 23’- 0" 2’- 8�" 23’- 9"

4 12" 4’- 4�" 0’- 4�" 2’- 4�" 0’- 5�" 0’- 3�" 23’- 0" 2’- 8�" 23’- 9"

4 12" 5’- 1�" 0’- 4�" 2’- 9" 0’- 5�" 0’- 3�" 27’- 0" 3’- 3�" 27’- 9"

4 12" 5’- 1�" 0’- 4�" 2’- 9" 0’- 5�" 0’- 3�" 27’- 0" 3’- 3�" 27’- 9"

4 12" 5’- 1�" 0’- 4�" 2’- 9" 0’- 5�" 0’- 3�" 27’- 0" 3’- 3�" 27’- 9"

4 11" 5’- 1�" 0’- 4�" 2’- 9" 0’- 5�" 0’- 3�" 27’- 0" 3’- 3�" 27’- 9"

4 11" 5’- 1�" 0’- 4�" 2’- 9" 0’- 5�" 0’- 3�" 27’- 0" 3’- 3�" 27’- 9"

4 8" 5’-11�" 0’- 4�" 3’- 1�" 0’- 5�" 0’- 3�" 31’- �" 3’-10�" 31’-10"

4 8" 5’-11�" 0’- 4�" 3’- 1�" 0’- 5�" 0’- 3�" 31’- �" 3’-10�" 31’-10"

4 8" 5’-11�" 0’- 4�" 3’- 1�" 0’- 5�" 0’- 3�" 31’- �" 3’-10�" 31’-10"

4 8" 5’-11�" 0’- 4�" 3’- 1�" 0’- 5�" 0’- 3�" 31’- �" 3’-10�" 31’-10"

5 10" 6’- 8�" 0’- 4�" 3’- 6�" 0’- 6" 0’- 3�" 34’-11�" 4’- 5�" 35’- 9"

5 11" 6’- 8�" 0’- 4�" 3’- 6�" 0’- 6�" 0’- 4" 34’-11�" 4’- 5�" 35’- 9"

5 11" 6’- 8�" 0’- 4�" 3’- 6�" 0’- 6�" 0’- 4" 34’-11�" 4’- 5�" 35’- 9"

5 10" 6’- 8�" 0’- 5�" 3’- 6�" 0’- 6�" 0’- 4�" 34’-11�" 4’- 5�" 35’-10"

5 9" 7’- 6�" 0’- 5�" 3’-11" 0’- 6�" 0’- 4�" 39’- 0" 5’- �" 39’-10"

5 9" 7’- 6�" 0’- 5�" 3’-11" 0’- 6�" 0’- 4�" 39’- 0" 5’- �" 39’-10"

5 9" 7’- 6�" 0’- 5�" 3’-11" 0’- 6�" 0’- 4�" 39’- 0" 5’- �" 39’-10"

5 9" 7’- 6" 0’- 5�" 3’-10�" 0’- 7�" 0’- 4�" 39’- 0" 5’- 0" 40’- 0"

6 12" 7’- 6" 0’- 5�" 3’-10�" 0’- 7�" 0’- 4�" 39’- 0" 5’- 0" 39’-11"

6 12" 8’- 3�" 0’- 5�" 4’- 3�" 0’- 7�" 0’- 4�" 43’- 0" 5’- 7�" 43’-11"

6 12" 8’- 3�" 0’- 5�" 4’- 3�" 0’- 7�" 0’- 4�" 43’- 0" 5’- 7�" 43’-11"

5 8" 8’- 3�" 0’- 5�" 4’- 3" 0’- 7�" 0’- 5" 43’- 0" 5’- 7" 44’- 0"

6 11" 8’- 3�" 0’- 6�" 4’- 2�" 0’- 8�" 0’- 5�" 43’- 0" 5’- 6�" 44’- 0"

6 11" 8’- 3�" 0’- 6�" 4’- 2�" 0’- 8�" 0’- 5�" 43’- 0" 5’- 6�" 44’- 1"

6 12" 9’-10�" 0’- 7�" 4’-11�" 0’- 9�" 0’- 6�" 51’- �" 6’- 8�" 52’- 3"

5 8" 9’-10�" 0’- 6�" 4’-11�" 0’- 9�" 0’- 6" 51’- �" 6’- 8�" 52’- 3"

6 10" 9’-10�" 0’- 7" 4’-11�" 0’- 9�" 0’- 6" 51’- �" 6’- 8�" 52’- 3"

6 9" 9’-10�" 0’- 6�" 4’-11�" 0’- 8�" 0’- 5�" 51’- �" 6’- 8�" 52’- 2"

3 3

3 4

4 3

4 4

4 5

4 6

5 3

5 4

5 5

5 6

5 7

6 4

6 5

6 6

6 7

6 8

7 4

7 6

7 8

7 10

8 4

8 6

8 8

8 10

9 4

9 6

9 8

9 10

9 12

10 4

10 6

10 8

10 10

10 12

12 6

12 8

12 10

12 12

60 20

60 30

76 20

76 30

76 40

76 50

92 20

92 30

92 40

92 50

92 60

108 30

108 40

108 50

108 60

108 70

124 30

124 50

124 70

124 90

140 30

140 50

140 70

140 90

156 30

156 50

156 70

156 90

156 110

172 30

172 50

172 70

172 90

172 110

50

70

90

204 110

204

204

204

1.284 141.899 16’-10" 6 16’- 6" 3 12

1.406 152.339 16’-10" 6 16’- 6" 3 15

1.479 168.508 20’-10" 6 20’- 6" 3 12

1.601 190.527 20’-10" 6 20’- 6" 3 15

1.723 20’-10" 6 20’- 6" 3 18

20’-10" 6 20’- 6" 3 21

1.674 208.031 24’-10" 6 24’- 6" 3 12

1.796 222.479 24’-10" 6 24’- 6" 3 15

1.919 233.721 24’-10" 6 24’- 6" 3 18

2.041 24’-10" 6 24’- 6" 3 21

24’-10" 6 24’- 6" 3 24

28’-10" 6 28’- 6" 3 15

28’-10" 6 28’- 6" 3 18

2.236 28’-10" 6 28’- 6" 3 21

28’-10" 6 28’- 6" 3 24

28’-10" 6 28’- 6" 3 27

32’-10" 6 32’- 6" 3 15

32’-10" 6 32’- 6" 3 21

32’-10" 6 32’- 6" 3 27

32’-10" 6 32’- 6" 3 33

36’-10" 6 36’- 6" 3 15

36’-10" 6 36’- 6" 3 21

36’-10" 6 36’- 6" 3 27

36’-10" 6 36’- 6" 3 33

2.683 40’-10" 6 40’- 6" 3 15

40’-10" 6 40’- 6" 3 21

40’-10" 6 40’- 6" 3 27

40’-10" 6 40’- 6" 3 33

40’-10" 6 40’- 6" 3 39

44’-10" 6 44’- 6" 3 15

44’-10" 6 44’- 6" 3 21

44’-10" 6 44’- 6" 3 27

44’-10" 6 44’- 6" 3 33

44’-10" 6 44’- 6" 3 39

4.175 52’-10" 6 52’- 6" 3 21

4.332 52’-10" 6 52’- 6" 3 27

4.576 52’-10" 6 52’- 6" 3 33

52’-10" 6 52’- 6" 3 39

SIZ

E

SP

ACIN

G

c-c

a b c d e f g

BT1 HW1

SIZ

E

LE

NG

TH

LE

NG

TH

LE

NG

TH

NO.

BL1

NO.

BL2

NO.

HW

2

BA

RS

NO.

HW

3

BA

RS

WIN

GW

AL

L

CO

NC

RE

TE

REIN

FO

RCIN

G

ST

EE

L

(CY/

LF)

(LB

S/

LF)

CL

AS

S

A4

QUAN./LF

HE

AD

WA

LL

G

(FT.)

(FT.)

SPAN HGHT

REINFORCING STEEL

REIN

FO

RCIN

G

ST

EE

L

INL

ET

CO

NC

RE

TE

CL.

A4 (C

Y)

ST

EE

L (L

BS)

REIN

FO

RCIN

G

REIN

FO

RCI N

G

INLET

ST

EE

L (L

BS)

OU

TLET

CL.

A4 (C

Y)

CO

NC

RE

TE

OU

TL

ET

HEADWALLS

(LB

S/

LO

NG.

JT)

2.222 137.876 2.191 99.132

2.333 148.230 2.284 99.132

2.626 161.908 2.609 123.164

2.738 172.262 2.702 123.164

2.849 182.616 2.794 123.164

2.960 192.970 2.887 123.164

3.031 185.940 3.027 147.196

3.142 196.294 3.120 147.196

3.254 206.648 3.212 147.196

3.365 217.002 3.305 147.196

3.476 227.356 3.398 147.196

3.547 220.326 3.537 171.228

3.658 230.680 3.630 171.228

3.770 241.034 3.723 171.228

3.881 251.388 3.816 171.228

3.992 261.742 3.908 171.228

3.952 244.358 3.955 195.260

4.174 265.066 4.141 195.260

4.397 285.774 4.326 195.260

4.620 306.482 4.512 195.260

4.356 268.390 4.373 219.292

4.557 289.098 4.536 219.292

4.779 309.806 4.722 219.292

4.980 330.514 4.885 219.292

4.710 292.422 4.740 243.324

4.933 313.130 4.926 243.324

5.156 333.838 5.111 243.324

5.327 354.546 5.246 243.324

5.550 375.254 5.431 243.324

5.052 316.454 5.095 267.356

5.274 337.162 5.280 267.356

5.487 357.870 5.456 267.356

5.681 378.578 5.613 267.356

5.875 399.286 5.770 267.356

5.869 385.226 5.902 315.420

6.127 405.934 6.122 315.420

6.349 426.642 6.308 315.420

6.607 447.350 6.528 315.420

57.160

60.690

70.520

74.050

77.580

81.110

83.880

87.410

90.940

94.470

98.000

100.770

104.300

107.830

111.360

114.890

114.130

121.190

128.250

135.310

127.490

134.550

141.610

148.670

140.850

147.910

154.970

162.030

169.090

154.210

161.270

168.330

175.390

182.450

187.990

195.050

202.110

209.170

3.536 665.872

624.975 3.171

2.927 589.585

551.081

593.975 3.210

2.910 573.014

482.589 2.670

2.370 469.730

2.912 490.787

446.891

411.704

2.668

2.424

375.974 2.179

348.013 2.478

2.357 315.391

287.643

271.240 2.113

1.991 254.634

267.779 2.163

253.896

209.164

223.366 1.845

4.733 1112.599

966.832

932.213

782.755

850.755 4.192

3.882 793.552

743.548 3.572

3.263 679.789

3.020 638.478

741.709 3.777

08/14


FOR TYPICAL SECTION, NOTES AND OTHER DETAILS, REFER TO STANDARD BCQ-DT.

4

BA

RS

3

BA

RS

I

I



REVISION DATE SHEET 1 OF 2

PAGETITLESTANDARD

CF-1 CONTROLLER CABINET FOUNDATION AND CONDUIT

SECTION 1300-TRAFFIC CONTROL

INDEX OF SHEETS

1300.01

TYPICAL ONE-WAY BRIDGE SIGNAL

LOOP DETECTOR

CONTROL CENTER WIRING

ELECTRICAL SERVICE

ELECTRICAL SERVICE

ELECTRICAL SERVICE

ELECTRICAL SERVICE

ELECTRICAL SERVICE

ELECTRICAL SERVICE

ELECTRICAL SERVICE

ELECTRICAL SERVICE

ELECTRICAL SERVICE

ELECTRICAL SERVICE

ELECTRICAL SERVICE

ELECTRICAL SERVICE

HIGH MAST LIGHT POLE

LIGHTING POLE

LIGHTING POLE FOUNDATION

SIGNAL POLE FOUNDATION

FLASHING BEACON

PEDESTRIAN SIGNAL INDICATION

PEDESTRIAN ACTUATION

WOOD POLE WIRING AND RIGGING

STEEL SIGNAL POLE WIRING AND RIGGING

SIGN MOUNTING DETAILS

TETHER WIRE DETAILS

SIGNAL HEAD MOUNTING DETAILS




PEDESTAL POLE AND FOUNDATION

SIGNAL POLE DETAILS

SIGNAL POLE DETAILS

CONTROLLER CABINET FOUNDATION AND CABINET

CONTROLLER CENTER CABINET FOUNDATION AND CABINET

08/14

1316.10

1315.10

1314.10

1313.20

1313.10

1312.91

1312.90

1312.80

1312.70

1312.60

1312.50

1312.40

1312.30

1312.20

1312.10

1311.20

1311.10

1310.20

1310.12

1309.10

1308.10

1307.10

1306.20

1306.10

1305.10

1304.10

1303.40

1303.30

1303.20

1303.10

1302.30

1302.20

1302.10

1301.30

1301.20

1301.10

TS-1

TD-1A,B,C

CCW-1

SE-11

SE-10

SE-9

SE-8

SE-7

SE-6

SE-5

SE-4

SE-3

SE-2

SE-1

LP-3

LP-1,2

LF-1

PF-8

FB-2

SP-5,6,7,8,9

PA-1,2,3

WD-2

WD-1

SMD-1,2

TA-1

SMB-1,2,3

SM-3

SW-2

SW-1

PF-2

MP-2

MP-1

CF-3

CF-2


PAGETITLESTANDARD


SHEET 2 OF 2

1300.02

REVISION DATE

INDEX OF SHEETS

SECTION 1300 - TRAFFIC CONTROL

PM-9

PM-8

PM-7

PM-6

PM-5

PM-4

PM-3

PM-2

PM-1

MM-1 & USP-1

ED-3

ED-2

PRS-1

SPD-7

SPD-6

SPD-5

SPD-4

SPD-3

SPD-2

SPD-1

OSS-1

SSP-VIA

SSP-VA

STP-1

WSP-1

PCS-1

ECI-1,2

JB-S1,S2,S3

JB-R1,R2

1330.90

1330.80

1330.70

1330.60

1330.50

1330.40

1330.30

1330.20

1330.10

1328.10

1327.20

1327.10

1326.10

1325.70

1325.60

1325.50

1325.40

1325.30

1325.20

1325.10

1324.10

1323.10

1322.10

1321.10

1320.10

1319.10

1318.10

1317.20

1317.10

TYPICAL PAVEMENT MARKER LOCATION DETAILS

TYPICAL PAVEMENT MARKER LOCATION DETAILS

TYPICAL PAVEMENT MARKING RAILROAD-HIGHWAY GRADE CROSSING

TYPICAL PAVEMENT MARKINGS BICYCLE LANE

TYPICAL PAVEMENT MARKING LEFT TURN PAVEMENT MARKED MEDIAN

TYPICAL PAVEMENT MARKING SIGNALIZED INTERSECTIONS

TYPICAL PAVEMENT MARKING UNSIGNALIZED INTERSECTIONS

TYPICAL PAVEMENT MARKING LIMITED ACCESS LANE DROP

TYPICAL PAVEMENT MARKING INTERCHANGE

MILEPOST MARKERS & U-TYPE STEEL POST

INTERSTATE ROAD EDGE DELINEATORS

ROAD EDGE DELINEATOR

PUNCHING REQUIREMENTS FOR SIGN PANELS

SIGN PANEL DESIGN

SIGN PANEL DESIGN

SIGN PANEL DESIGN

SIGN PANEL DESIGN

SIGN PANEL DESIGN

EXTRUDED SIGN PANEL DESIGN

SIGN PANEL DESIGN

OVERHEAD SIGN STRUCTURE

INTERSTATE SIGN STRUCTURE

VA SIGN STRUCTURE

SQUARE TUBE SIGN POST

WOOD POST SIGN STRUCTURES

PROCEDURES FOR CALCULATING CENTROID AND TOTAL SQUARE FOOTAGE OF SIGN PANEL

ELECTRICAL CONDUIT AND CONDUCTOR CABLE

JUNCTION BOX

JUNCTION BOX

08/14

WIN

G

HEIG

HT

2’-6" MIN.

4’-0" MIN.

1’-4" MIN.

6"

GROUNDING ELECTRODE

GROUNDING ELECTRODE

4’-0" MIN.

NOTES:

18"

PLAN VIEW

SIDE VIEW

CONDUCTOR

GROUNDING ELECTRODE

700

PF-8

REFERENCE

SPECIFICATION



INSTALLATION DETAILS

POLE (SEPARATE PAY ITEM)

SEE DETAIL D

(SEE NOTES 1 AND 2)

ANCHOR BOLTS

FOUNDATION

ABOVE

EXTEND 6"

CONDUITS TO

DESIGNER

BY FOUNDATION

AS REQUIRED

REINFORCEMENT

CIRCLE

24" MIN. BOLT

COLUMN MIN.

1% GROSS AREA OF

VERTICAL REINFORCEMENT

SE

E

NO

TE 5

SEE NOTE 5

LIMIT

OF

PA

YM

EN

T

FO

R

FO

UN

DA

TIO

N

17. SPREAD FOOTING MAY BE USED IF APPROVED BY THE ENGINEER.

FOUNDATIONS MAY BE PLACED IMMEDIATELY ADJACENT TO PEDESTRIAN PATH.

MIN. FROM THE EDGE OF A SHARED USE PATH (SEE DETAIL B). IF APPROVED BY THE ENGINEER,

16. THE EDGE OF THE FOUNDATION SHALL BE 1’-0" MIN. FROM THE EDGE OF A PEDESTRIAN PATH, OR 3’-0"

BACK SLOPE PLACEMENT IS NOT FEASIBLE.

IMPEDE THE DRAINAGE FLOWS. THE FOUNDATION SHALL NOT BE PLACED IN THE FRONT SLOPE UNLESS

ENGINEER, FOUNDATIONS MAY BE INSTALLED IN THE SLOPE OF A DRAINAGE DITCH, BUT SHALL NOT

15. FOUNDATIONS SHALL NOT BE INSTALLED IN THE CENTER OF A DRAINAGE DITCH. IF APPROVED BY THE

CABLE COVERINGS.

OUTDOOR, WATERPROOF, SILICONE SEALANT. THE SEALANT SHALL NOT HAVE A DELETERIOUS EFFECT ON

14. OPEN ENDS OF CONDUITS WITH CONDUCTORS INSTALLED SHALL BE SEALED WITH AN APPROVED

DESIGNER.

13. HEIGHT, WIDTH, DEPTH, AND REINFORCEMENT OF FOUNDATION SHALL BE AS REQUIRED BY FOUNDATION

FOUNDATION.

12. NO MORTAR, GROUT, OR CONCRETE SHALL BE PLACED BETWEEN BOTTOM OF BASE PLATE AND TOP OF

11. BELL ENDS SHALL BE INSTALLED ON EACH END OF PVC CONDUITS.

10. EMPTY CONDUITS SHALL BE PLUGGED TO PREVENT MOISTURE AND RODENT ENTRY.

9. GROUNDING BUSHINGS SHALL BE INSTALLED ON EACH END OF METAL CONDUITS.

8. FOUNDATION SHALL EXTEND 2’ MINIMUM ABOVE FINISHED GRADE EXCEPT WHERE NOTED OTHERWISE.

MARK MADE PERPENDICULAR TO AND CENTERED ON THIS MARKING.

DEEP AND 4" TO 6" LONG. LOCATIONS OF EMPTY CONDUITS SHALL HAVE AN ADDITIONAL 2" LONG

PASS. THIS MARK SHALL BE MADE WITH A TROWEL WHEN FINISHING THE CONCRETE AND SHALL BE �"

7. EACH FOUNDATION SHALL BE PERMANENTLY MARKED TO INDICATE ALL SIDES FROM WHICH CONDUITS

FOUNDATION.

6. ANCHOR BOLTS AND BOLT TEMPLATE SHALL BE FURNISHED WITH POLE. POLE SHALL BE CENTERED ON

REQUIRED.

5. FOUNDATION SHALL BE DESIGNED FOR TORSION. WINGS MAY BE USED FOR TORSIONAL RESISTANCE IF

CURB SHALL BE INCLUDED IN THE PRICE BID FOR FOUNDATION.

CURB OR MATERIAL ON THE UP SLOPE WHEN APPROVED BY THE ENGINEER. RE-GRADING AND RETAINING

PROVIDE THE CLEARANCES SHOWN IN DETAIL A, THE CONTRACTOR SHALL RE-GRADE AND ADD RETAINING

4. IF NEEDED IN SLOPED CONDITIONS TO MAINTAIN POSITIVE DRAINAGE AROUND THE FOUNDATION AND TO

THAT ADDITIONAL SPARE CONDUITS MAY BE REQUIRED BY THE CONTRACT DOCUMENTS.

FOR GROUNDING ELECTRODE CONDUCTOR. 2 - 2" PVC CONDUITS REQUIRED FOR FUTURE USE. NOTE

3. ALL CONDUITS AS SPECIFIED IN THE CONTRACT DOCUMENTS. IN ADDITION 1 - 1 " MIN. CONDUIT REQUIRED

MINIMUM OF EIGHT 2" DIAMETER ANCHOR BOLTS ARE REQUIRED.

2. ANCHOR BOLT LAYOUT SHALL BE CHECKED AGAINST LATEST APPROVED STRUCTURE DRAWINGS. A

FOUNDATION.

1. ANCHOR BOLTS SHALL HAVE A RING OR NUTS AND WASHERS ON THE ENDS OF BOLTS EMBEDDED IN

4" MIN.


SHEET 1 OF 2

1310.12

REVISION DATE

08/14



700

PF-8

REFERENCE

SPECIFICATION

SOIL COVER

MIN. 2’-0"

MIN. 12"



ANCHOR BOLTS

TO SIDEWALK DETAIL

FOUNDATION ADJACENT

DETAIL B

�" CHAMFER

BY THE ENGINEER

DIRECTED OTHERWISE

MAX. 4’-0" UNLESS

MIN. 2’-0" SOIL COVER

2’-0" MIN.

SIDEWALK DETAIL

FOUNDATION NOT IN

DETAIL A

POLE

CIRCULAR BASE PLATE

POLE MANUFACTURER

REQUIRED BY SIGNAL

BOLT PROJECTION AS

PLATE CONNECTION DETAIL

ANCHOR BOLT AND BASE

DETAIL D

ANCHOR BOLT PLUS ONE INCH.

GREATER THAN THE DIAMETER OF

FOUNDATION SHALL BE NO

BASE PLATE AND TOP OF

DISTANCE BETWEEN BOTTOM OF

2" DIA. ANCHOR BOLTS

LEVELING NUTS AND WASHERS

BY THE ENGINEER

DIRECTED OTHERWISE

4’-0" MAX. UNLESS

2" MIN.

DE

PT

H

FO

UN

DA

TIO

N

DE

SIG

N

ACCESS ROUTE

SIDEWALK OR PEDESTRIAN

SEE NOTE 16

2’-0" MIN.

5’-0" MIN.

5’-0" MIN.

�" PREFORMED JOINT FILLER

ACCESS ROUTE

SIDEWALK OR PEDESTRIAN

(IF APPROVED BY THE ENGINEER)

ADJACENT TO SIDEWALK DETAIL

ALTERNATE FOUNDATION

DETAIL C

ANCHOR BOLTS

�" CHAMFER

BY THE ENGINEER

DIRECTED OTHERWISE

MAX. 4’-0" UNLESS

ANCHOR BOLTS

MIN. 2’-0" SOIL COVER

12" MIN.

ABOVE TOP NUT

�" MIN. PROJECTION

08/14


REVISION DATE

1310. 13

SHEET 2 OF 2



LF-1

REFERENCE

SPECIFICATION

W D

A

90

4"

4"

4"

6"

2’ 6" 8’ 8 - 8

ANCHOR BOLTS

BOLT CIRCLE 1 " CONDUIT

ANCHOR BOLTS

BOLT PROJECTION AS

REQUIRED BY LIGHTING

POLE MANUFACTURER

GROUNDING ELECTRODE

BARS EVENLY SPACED

W(DIA.)

12" OVERLAP

4 TIE BARS

VERTICAL BARS



TYPE

700

NOTES:

4 REINFORCING TIE BARS @

12" MAX. (TYP.)

3" COVER

4" MIN.

SEE DETAIL A

OF TIE BAR

PLAN VIEW

SECTION A-A

PLAN VIEW

AA

OR DETAIL C

SEE DETAIL B

FOUNDATION

CONCRETE

CLASS A3

(TYP.)

HEAVY HEX NUT

CONDUCTOR

GROUNDING ELECTRODE

1" MIN. CONDUIT

3"

MIN.

18"

MIN.

D (S

EE

NO

TE 11)

D (S

EE

NO

TE 11)

(SEE NOTE 3)

CONDUIT

(SEE NOTE 3)

CONDUIT

SIDEWALK

VERTICAL REINFORCEMENT

(SEE NOTE 3)

CONDUIT(S)

ADJACENT TO THE FOUNDATION.

THE BOTTOM OF THE SIDEWALK OR THE POINT OF LOWEST GRADED ELEVATION

11. D IS THE MINIMUM DISTANCE FROM THE BOTTOM OF THE POLE FOUNDATION TO

THE ANTICIPATED WATER LEVELS.

FOUNDATIONS ADJACENT TO ANY DITCH SHALL BE ABOVE GRADE AND ABOVE

DRAINAGE DITCH, BUT SHALL NOT IMPEDE THE DRAINAGE FLOWS. TOPS OF

DITCH. FOUNDATIONS MAY BE INSTALLED IN THE FRONT OR BACK SLOPE OF A

10. FOUNDATIONS SHALL NOT BE INSTALLED IN THE CENTER OF A DRAINAGE

ALLOWED.

9. ANCHOR BOLTS SHALL BE STRAIGHT. THREADED REINFORCING STEEL IS NOT

COVERINGS.

SEALANT. THE SEALANT SHALL NOT HAVE A DELETERIOUS EFFECT ON CABLE

WITH AN APPROVED SOFT, PLIABLE, AND EASILY REMOVABLE WATERPROOF

8. OPEN ENDS OF CONDUITS WITH CONDUCTORS INSTALLED SHALL BE SEALED

7. BELL ENDS SHALL BE INSTALLED ON EACH END OF PVC CONDUITS.

ENTRY.

6. EMPTY CONDUITS SHALL BE PLUGGED TO PREVENT MOISTURE AND RODENT

5. GROUNDING BUSHINGS SHALL BE INSTALLED ON EACH END OF METAL CONDUITS.

BASE PLATE AND TOP OF FOUNDATION.

4. NO MORTAR, GROUT, OR CONCRETE SHALL BE PLACED BETWEEN BOTTOM OF

MADE PERPENDICULAR TO AND CENTERED ON THIS MARKING.

LOCATIONS OF EMPTY CONDUITS SHALL HAVE AN ADDITIONAL 2" LONG MARK

FINISHING THE CONCRETE AND SHALL BE �" DEEP AND 4" TO 6" LONG.

WHICH CONDUITS PASS. THIS MARK SHALL BE MADE WITH A TROWEL WHEN

FOUNDATION SHALL BE PERMANENTLY MARKED TO INDICATE ALL SIDES FROM

FOUNDATIONS SHALL BE AS SHOWN IN THE CONTRACT DOCUMENTS. EACH

3. THE NUMBER, ORIENTATION AND SIZE OF CONDUITS ENTERING AND EXITING

MANUFACTURER. POLE SHALL BE CENTERED ON FOUNDATION.

2. THE BOLT TEMPLATE SHALL BE FURNISHED BY THE LIGHTING POLE

ACCORDANCE WITH THE N.E.C.

1. CONDUIT ELBOWS SHALL HAVE A 90 BEND. THE BEND RADIUS SHALL BE IN


REVISION DATE

1310.20

SHEET 1 OF 2

08/14


700

LF-1

REFERENCE

SPECIFICATION




NOTES:

SIDEWALK

DETAIL A

BREAKAWAY BASE

DETAIL B

NON-BREAKAWAY BASE

DETAIL C

SIDEWALK

JOINT FILLER

�" PREFORMED

2’-0" MAX.

1’-6" MIN.

SEE NOTE #2

4" MAX. ABOVE GRADE

2" MIN. ABOVE GRADE

�" CHAMFER �" CHAMFER

4" MAX.

�" CHAMFER�" CHAMFER

OF DETAIL A

PARTIAL PLAN

OF THE FOUNDATION

CENTERED ON LEVEL PORTION

BASE PLATE

TO DRAIN

OF FOUNDATION

SLOPE SURFACE

�" CHAMFER

JOINT FILLER

�" PREFORMED

FLUSH SURFACE

6" MIN. ABOVE GRADE

SIDE OF THE FOUNDATION.

DRAINAGE AWAY FROM THE BACK

NEEDED, TO PROVIDE POSITIVE

RE-GRADE AROUND FOUNDATION, AS

ACCESS ROUTE

OR PEDESTRIAN

WIDTH OF SIDEWALK

5’-0" MIN.

ELEVATED 2 INCHES MINIMUM ABOVE THE SIDEWALK GRADE.

SIDEWALK, AND A BREAKAWAY BASE IS REQUIRED, THE TOP OF THE FOUNDATION SHALL BE

3. WHEN FOUNDATION IS ADJACENT TO THE BACK EDGE OF SIDEWALK BUT NOT WITHIN THE

RE-GRADING AND RETAINING CURB SHALL BE INCLUDED IN THE PRICE BID FOR FOUNDATION.

ADD RETAINING CURB OR MATERIAL ON THE UP SLOPE WHEN APPROVED BY THE ENGINEER.

AND TO PROVIDE THE CLEARANCES SHOWN IN DETAIL B, THE CONTRACTOR SHALL RE-GRADE AND

2. IF NEEDED IN SLOPED CONDITIONS TO MAINTAIN POSITIVE DRAINAGE AROUND THE FOUNDATION

SURFACE IS NOT AN AREA OF PONDING WATER.

UNDER ALL CIRCUMSTANCES THE CONCRETE SHALL BE SLOPED TO ENSURE THE FOUNDATION

SIDEWALK, THE EDGES OF THE FOUNDATION SHALL HAVE A �" CHAMFER (DETAIL B AND C).

BE FLUSH WITH THE SIDEWALK (DETAIL A). WHERE THE FOUNDATION IS OUTSIDE OF THE

1. WHERE THE FOUNDATION EXTENDS INTO THE SIDEWALK, THE EDGES OF THE FOUNDATION SHALL


SHEET 2 OF 2

1310.21

REVISION DATE

08/14


08 14 revision letter · 2015-08-04 · 7 bars 1–" grate dimensions (4) thickness grate (3)...

Documents