New BD-EE SET USC 03 18 · 2018. 3. 27. · standard sheet for details. the appropriate highway is...

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EXISTING GROUND SURFACE

LEDGEROCK

REMOVAL OF SUBSTRUCTURES (ITEM 202.19)

DESIGNATES PAYMENT LINES FOR EXCAVATION PROTECTION SYSTEM (ITEM 552.16)

DESIGNER NOTES

LEGEND

C

OR PERMANENT STEEL SHEETING (552.11)

DESIGNATES PAYMENT LINES FOR PERMANENT TIMBER SHEETING (ITEM 552.10),

OR TEMPORARY STEEL SHEETING (552.13)

DESIGNATES PAYMENT LINES FOR TEMPORARY TIMBER SHEETING (ITEM 552.12),

OR INTERIM STEEL SHEETING (552.15)

DESIGNATES PAYMENT LINES FOR INTERIM TIMBER SHEETING (ITEM 552.14),

DESIGNATES COFFERDAM (TYPE 1) (ITEM 553.01nnnn), OR COFFERDAM (TYPE 2) (ITEM 553.02nnnn)

ALL ITEMS IN LEGEND ARE INCLUDED IN BRIDGE ESTIMATE, EXCEPT AS NOTED.

NOTE:

SELECT GRANULAR FILL, SLOPE PROTECTION - TYPE A (ITEM 203.0801)

EXCAVATION (ITEM 206.01)

AREA ENCLOSED WITHIN THESE LINES DESIGNATES PAYMENT LINES FOR STRUCTURE

** ***

* *

EMBANKMENT IN PLACE (HIGHWAY ESTIMATE)

MAXIMUM DENSITY (HIGHWAY ESTIMATE)

EMBANKMENT IN PLACE (6" TOPSIZE), COMPACTED TO 95% OF STANDARD PROCTOR

DENSITY (HIGHWAY ESTIMATE)

EMBANKMENT IN PLACE, COMPACTED TO 95% OF STANDARD PROCTOR MAXIMUM

PREFABRICATED COMPOSITE STRUCTURAL/INTEGRAL ABUTMENT DRAIN (ITEM 207.26/27)

EXCAVATION (ITEM 206.0201).

AREA ENCLOSED WITHIN THESE LINES DESIGNATES PAYMENT LINES FOR TRENCH & CULVERT

PROCTOR MAXIMUM DENSITY

SELECT STRUCTURE FILL (ITEM 203.21), COMPACTED TO 95% OF STANDARD

EXCAVATION (ITEM 206.01), OR TRENCH & CULVERT EXCAVATION (ITEM 206.0201)

BACKFILL WITH SUITABLE EXCAVATED MATERIAL AS PROVIDED FOR UNDER STRUCTURE

vDETAILS REFER TO SOIL EROSION AND SEDIMENT CONTROL STANDARD SHEETS.

20. TURBIDITY CONTROL MAY BE REQUESTED BY THE REGION TO SATISFY PERMIT CONDITIONS. FOR GUIDANCE AND

vLOCATIONS.

vWILL BE AT THE TOE OF SLOPE AT UNDER ROADWAY LOCATIONS OR AT THE EDGE OF THE STONE KEYS AT STREAM

19. THE LOCATION OF PAYMENT LINES FOR STRUCTURE EXCAVATION HORIZONTAL LIMITS IN FRONT OF THE ABUTMENT

vTHE BOTTOM OF EXCAVATION. FOR MORE GUIDANCE REFER TO SECTION 4 OF THE BRIDGE MANUAL.

18. FOR STRUCTURE EXCAVATION OVER 5'-0" DEEP USE A LAYBACK SLOPE OF 1 VERTICAL TO 1.5 HORIZONTAL FROM

vAPPROACH SLAB ON ABUTMENT STEMS.

17. PREFABRICATED COMPOSITE STRUCTURAL DRAIN (PCSD) SHALL BE PLACED TO THE LEVEL OF THE BOTTOM OF THE

16. COFFERDAM LEGEND DESIGNATIONS SHOULD BE SERIALIZED BY EACH SUBSTRUCTURE EXCAVATION (C1, C2, C3, ETC.).

vTO THE TOP OF FOOTING. OTHERWISE, STOP THE DRAIN 1'-0" BELOW THE WEEPHOLE INVERT ELEVATION.

15. IF WEEPHOLE IS WITHIN 4'-0" OF THE TOP OF FOOTING, EXTEND THE PREFABRICATED COMPOSITE STRUCTURAL DRAIN

vSHEETING AND THE EXISTING/PROPOSED ABUTMENT.

14. IF THE INTERIM SHEETING IS FOR STAGE CONSTRUCTION, SHOW THE CONNECTION BETWEEN THE INTERIM

vF.D.R. FOR THE APPROPRIATE CUT-OFF ELEVATION.

13. IF INTERIM SHEETING IS USED, INCLUDE THE FINAL CUT-OFF ELEVATION FOR THE SHEETING. REFER TO THE

vTHE SOLDIER PILE WALL SPECIFICATION FOR THE APPROPRIATE INFORMATION TO INCLUDE ON THE CONTRACT PLANS.

vTO INCLUDE ON THE CONTRACT PLANS. IF SOLDIER PILES ARE USED, REFER TO THE GUIDELINES ACCOMPANYING

12. IF SHEETING IS USED, REFER TO SECTION 4 OF THE BRIDGE MANUAL FOR THE APPROPRIATE INFORMATION

11. FOR SPECIAL DETAILS FOR INTEGRAL ABUTMENTS, SEE THE BD-IDE SHEETS.

vDETERMINED IN THE FOUNDATION DESIGN REPORT (FDR).

B. IN SOIL, THESE LINES SHALL BE SET BACK A DISTANCE OF THE FOOTING PROJECTION PLUS 3'-0", OR AS

A. IN ROCK, NOTE 2 SHALL GOVERN.

vABUTMENTS, PIERS AND WALLS SHALL BE GOVERNED BY THE FOLLOWING:

10. THE LOCATION OF PAYMENT LINES FOR SELECT STRUCTURE FILL (ITEM 203.21) AND EXCAVATION AROUND

9. FOR STREAM BANK PROTECTION NOTES, SEE BD-EE5E.

vESTIMATE.

vAND WINGWALL FOOTING OR TO THE TOE OF SLOPE, WHICHEVER IS LESS. QUANTITY TO BE INCLUDED IN HIGHWAY

vGROUND SURFACE WITHIN A RECTANGULAR OR TRAPEZOIDAL AREA BOUNDED BY LINES 15 ft. OUTSIDE THE ABUTMENT

vSHALL BE STRIPPED BENEATH ABUTMENT AND PIER FOOTINGS WHICH ARE 10 ft. OR LESS ABOVE THE ORIGINAL

8. IN FILL SITUATIONS, THE REGIONAL GEOTECHNICAL ENGINEER SHALL DETERMINE THE DEPTH THAT THE SURFACE SOILS

vEXCAVATION ITEM.

7. SEE BRIDGE MANUAL SECTION 4 FOR GUIDELINES ON SELECTING THE PROPER TRENCH & CULVERT

6. SEE BRIDGE MANUAL SECTION 4 FOR GUIDELINES ON SHEETING AND COFFERDAMS.

vUNNECESSARY FOR PILE FOUNDATIONS.

vUSED SIMILAR TO THE APPLICABLE CASE SHOWN ON BD-EE9E. A 5'-0" PAD OF SELECT STRUCTURE FILL IS

vCONSOLIDATE THE UNDERLYING MATERIAL BEFORE THE PILES ARE DRIVEN. IN THIS CASE, A DETAIL SHOULD BE

5. AT SOME SITES, FILL IS TO BE PLACED TO THE SUBGRADE OF ROADWAY AND ALLOWED TO STAND IN ORDER TO

4. SLOPE PROTECTION TREATMENT SHALL BE AS SPECIFIED BY THE DESIGNER.

vSHALL BE BACKFILLED WITH SELECT STRUCTURE FILL (ITEM 203.21) UNLESS OTHERWISE SPECIFIED.

vIN WRITING BY THE ENGINEER AFTER CONSULTATION WITH THE REGIONAL GEOTECHNICAL ENGINEER". THE EXCAVATION

vDEPTHS NOTED ON THE PLANS. NO PAYMENT WILL BE MADE FOR REMOVAL BELOW THESE DEPTHS UNLESS AUTHORIZED

vALSO PLACE THE FOLLOWING SPECIAL NOTE ON THE PLANS: "UNSUITABLE MATERIAL SHALL BE REMOVED TO THE

vUNSUITABLE MATERIAL BELOW THE BOTTOM OF FOOTING AS REPORTED IN THE FOUNDATION DESIGN REPORT (FDR).

3. IN AREAS WHERE UNSUITABLE MATERIAL REMOVAL IS REQUIRED, INDICATE ON THE PLANS THE ESTIMATED DEPTH OF

vFACES.

2. IN SOUND ROCK, THE STRUCTURE EXCAVATION PAYMENT LINES SHALL SHOW FOOTINGS BEING POURED AGAINST ROCK

vNECESSARY), AND/OR THE NECESSITY OF DOWELING OR KEYING THE FOOTING INTO THE ROCK SURFACE.

vOF THE FOOTING FROM THE FINAL ROCK SLOPE, THE DEPTH OF THE FOOTING EMBEDMENT INTO SOUND ROCK (IF

1. COORDINATE WITH THE OFFICE OF STRUCTURES FOUNDATIONS AND CONSTRUCTION UNIT FOR THE SETBACK DISTANCE

BACKFILL FOR M.S.E.S. WALL (INCLUDED IN FILL TYPE RETAINING WALL (F.T.R.W.), ITEM 554.4X)

STONE FILLING (HEAVY) (ITEM 620.05), STONE FILLING (LIGHT) (ITEM 620.03)

STONE FILLING (MEDIUM) (ITEM 620.04), STONE FILLING (FINE) (ITEM 620.02)

BEDDING MATERIAL (ITEM 620.08)

NATIVE STREAMBED MATERIAL (ITEM 613.04000001)

R1 BD-EE1E

NOTES AND LEGEND

EXCAVATION AND EMBANKMENT

REVISED

(STRUCTURES)

DEPUTY CHIEF ENGINEER

Office of Structures

Department of Transportation

ORIGINAL ISSUED UNDER EB 08-002

LETTING OF 05/01/2018

EFFECTIVE WITH THE

CURRENT ISSUED UNDER EB 17-037

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RICHARD MARCHIONE, P.E.

vvORIGINAL SIGNED BY

vAPPROVED: 09/22/17

SECTION A-A

SECTION A-A

PARTIAL PLAN

1'-0"

(SEE NOTE 10)

3'-0" MIN.

(TYP.)

3'-0" MIN.

3'-0" INSPECTION BERM

AT SUBGRADE OF ROADWAY

SHOULDER BREAK LINE

1 ON

FOOTING EDGE

1

ON

NO EXISTING ABUTMENT

(WORKING AREA 3'-0" OR LESS)

EXISTING ABUTMENT ADJACENT TO NEW ABUTMENT

MIN.

4'-

0"

(SEE NOTE 10 - TYP.)

3'-0" MIN.


(SEE NOTE 18)5'-0" MAX.,

MIN.1'-0"

PLACED AT THE SAME TIME.

VERTICAL PAYMENT LINE SHALL BE

MATERIALS ON BOTH SIDES OF THE

SUBGRADE OF ROADWAY

0" (TYP.)

FINISHED GROUND SURFACE


MIN.

4'-

0"


3'-0" MIN.

STRUCTURAL DRAIN (PCSD)

PREFABRICATED COMPOSITE

SUBGRADE OF ROADWAY

(SEE NOTES 15 & 17)

0 (TYP.)


(HIGHWAY ESTIMATE)

UNCLASSIFIED EXCAVATION

PAYMENT LINE FOR



MATERIALS ON BOTH SIDES OF THE 1'-0" MIN.

SECTION A-A


MIN.

4'-

0"


3'-0" MIN.



SUBGRADE OF ROADWAY

(SEE NOTES 15 & 17)

0 (TYP.)


(HIGHWAY ESTIMATE)


PAYMENT LINE FOR



MATERIALS ON BOTH SIDES OF THE1'-0" MIN.

THAN 3'-0"

GREATER



(SEE NOTES 15 & 17)

A

AB

B

**

*

*

**

FOR NOTE G, SEE BD-EE5E.

FOR NOTES 1 THROUGH 20 AND LEGEND, SEE BD-EE1E.

FOR STRUCTURE EXCAVATION GUIDELINES, SEE NOTE 18.

SLOPE PROTECTION IN PLAN NOT SHOWN. SEE NOTES 4 & G.

DESIGN REPORT (FDR) FOR ACTUAL RECOMMENDATION.

FOR THIS DIMENSION REFER TO THE FOUNDATION

BE REMOVED IN SOME CIRCUMSTANCES.

ACTUAL RECOMMENDATION. THE ENTIRE ABUTMENT MAY

REFER TO THE FOUNDATION DESIGN REPORT (FDR) FOR

EXCAVATION LIMITS AND EXISTING SUBSTRUCTURE REMOVAL.

A FULL PLAN OF THE STRUCTURE INCLUDING STRUCTURE

PARTIAL PLAN SHOWN. CONTRACT PLANS SHOULD SHOW

SLOPE PROTECTION.

THE EXISTING SUBSTRUCTURE REMAIN IN LIEU OF

REGIONAL OFFICE MAY REQUEST THAT A PORTION OF

FOR SECTION B-B, SEE BD-EE3E.

DESIGNER NOTES:

*

REMOVAL ITEM.

OR A PORTION OF IT REMOVED UNDER THE SUBSTRUCTURE

DURING CONSTRUCTION, THE ENGINEER MAY ORDER ALL

ABUTMENT TO REMAIN WILL BE UNSTABLE OR A HAZARD

IF THE ENGINEER DETERMINES THE PORTION OF EXISTING

REMOVAL NOTE:

(SEE NOTES 4 & G)

SLOPE PROTECTION

(SEE NOTES 4 & G)

SLOPE PROTECTION

EXISTING ABUTMENT

(SEE "REMOVAL NOTE")

ABUTMENT TO REMAIN

THIS PORTION OF EXISTING

(SEE "REMOVAL NOTE")

ABUTMENT TO REMAIN


(SEE NOTES 4 & G)

SLOPE PROTECTION

EXISTING ABUTMENT

1.5

1

1

1.5

1

1.5

(WORKING AREA GREATER THAN 3'-0")

EXISTING ABUTMENT ADJACENT TO NEW ABUTMENT

BD-EE2E

SOIL OR PILE FOUNDATIONS (1 OF 2)

BRIDGE SUBSTRUCTURES ON

EXCAVATION AND EMBANKMENT DETAILS

REVISED

(STRUCTURES)





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vAPPROVED: 09/22/17

(SEE NOTE 15)

SECTION B-B

1.5

1

FINISHED GROUND

1.5

1

UNSUITABLE MATERIAL REMOVAL

NO NEW ABUTMENT

BE REMOVED IN SOME CIRCUMSTANCES.

ACTUAL RECOMMENDATION. THE ENTIRE ABUTMENT MAY

REFER TO THE FOUNDATION DESIGN REPORT (FDR) FOR

PIER SECTION

SUBGRADE OF ROADWAY




SHOULDER BREAK LINE

8"

1'-

0"




(HIGHWAY ESTIMATE)


PAYMENT LINE FOR

0 (TYP.)


3'-0" MIN.


REMOVAL DEPTH

SEE NOTE 3 FOR

SEE NOTE 18

0



3'-0" MIN.


STANDARD SHEET FOR DETAILS.

THE APPROPRIATE HIGHWAY

IS 1 ON 3 OR STEEPER. SEE

BENCHED IF EXISTING SLOPE

EXISTING GROUND TO BE

0 (TYP.)

0 (TYP.)

FAREWELL DOT TH

ANKS FOR 33 GOOD

YEARS - MHM - F

OR ASSISTANCE CA

LL 867-5309

(SEE NOTES 4 & G)

SLOPE PROTECTION

SLOPE PROTECTION.

THE EXISTING SUBSTRUCTURE REMAIN IN LIEU OF

REGIONAL OFFICE MAY REQUEST THAT A PORTION OF

FOR ADDITIONAL NOTES AND LEGEND, SEE BD-EE1E.




FOR SECTION B-B LOCATION, SEE BD-EE2E.

DESIGNER NOTES:

FINISHED GRADE

4'-0" MIN. BELOW

BOTTOM OF FOOTING

DESIGN REPORT

IN THE FOUNDATION

OTHERWISE NOTED

3'-0" (TYP.) UNLESS

DETAILS ABOVE THIS LINE

EXCAVATION AND BACKFILL

CURRENT BD SHEETS FOR

SEE VARIOUS DETAILS ON

*

REMOVAL ITEM.

OR A PORTION OF IT REMOVED UNDER THE SUBSTRUCTURE

DURING CONSTRUCTION, THE ENGINEER MAY ORDER ALL

ABUTMENT TO REMAIN WILL BE UNSTABLE OR A HAZARD

IF THE ENGINEER DETERMINES THE PORTION OF EXISTING

REMOVAL NOTE:

*

FOOTING

SUBSTRUCTURE

EXISTING SUBSTRUCTURE

(SEE REMOVAL NOTE)

ABUTMENT TO REMAIN


BD-EE3E

SOIL OR PILE FOUNDATION (2 OF 2)



REVISED

(STRUCTURES)





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vAPPROVED: 09/22/17



EXCAVATION LIMITS AND EXISTING SUBSTRUCTURE REMOVAL.

A FULL PLAN OF THE STRUCTURE INCLUDING STRUCTURE

PARTIAL PLAN SHOWN. CONTRACT PLANS SHOULD SHOW

DESIGNER NOTES:

1.5

1

1.5

1

1 ON __

1

ON __

1.5

1

(SEE NOTE 15)

1.5

1

SEE NOTE 103'-0" MIN.

1'-0"



AT SUBGRADE OF ROADWAY

SHOULDER BREAK LINE

FOOTING EDGE

TOP OF FINAL ROCK SLOPE

SUBGRADE OF ROADWAYPLACED AT THE SAME TIME.



0 (TYP.)



0 (TYP.) SEE NOTE 1




SUBGRADE OF ROADWAY




0 (TYP.)

SEE NOTE 1

SEE NOTE 10

3'-0" MIN.

SEE NOTE 10

3'-0" MIN.

(HIGHWAY ESTIMATE)


PAYMENT LINE FOR

SEE NOTE 10

3'-0" MIN.

SEE NOTES 1 & 2

0 (TYP.)

SEE NOTE 185'-0" MAX.

EXISTING & FINISHED GROUND


(HIGHWAY ESTIMATE)


PAYMENT LINE FOR

SEE NOTE 1

ROCK SURFACE

PROPOSED FINAL

1'-0" APPROX.

B B

A

A

SECTION A-A

0 (TYP.)NOTE 1

SEE

SECTION A-A

1.5

1

NO EXISTING ABUTMENT


SEE NOTE 1

(SEE NOTES 15 & 17)

PIER SECTION

SECTION B-B






SUBGRADE OF ROADWAY

ROCK SURFACE

PROPOSED FINAL

SEE NOTE 19

SEE NOTE 10

3'-0" MIN.

PLAN

ABUTMENT

EXISTING

SEE NOTE 19

(SEE NOTES 15 & 17)

BD-EE4E

ROCK FOUNDATION



REVISED

(STRUCTURES)





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2

1

SOIL AT TOE

PARTIALLY VEGETATED STONE SLOPE PROTECTION (OPTIONAL)

(SOIL AT TOE SHOWN)

"CHOKE" THE STONE BELOW THE 1 FOOT THICKNESS SHOWN. RETENTION INCLUDED IN TOPSOIL ITEM.

OR SELECT GRANULAR FILL OR SUITABLE EXCAVATED MATERIAL OR SUFFICIENT TOPSOIL MAY BE PLACED TO

FOR RETENTION OF THE TOPSOIL, THE SURFACE OF THE STONE FILL MAY BE GRADED OFF WITH FINE STONE

CONTRACTOR NOTE:

*

STONE APRON AT STRUCTURE OUTLET

2

1

ROCK AT TOE

RECONSTRUCTION WITH NATIVE STREAMBED MATERIAL

STREAM REALIGNMENT OR

***

BRIDGES & CULVERTS WITH CUT OFF WALL PROTECTION

***

* **

****

***

** * ** * *

****

* **

**

*

PROPOSED FINISHED GROUND LINE

1'-0" ABOVE DESIGN HIGH WATER ELEVATION

5'-0"

4'-

0"

0 (TYP.)

STREAM BED

EXISTING

TOE OF SLOPE

5'-0"

4'-

0"

1'-0" ABOVE ORDINARY HIGH WATER ELEVATION

SEE NOTES I & J1'-0" TOP SOIL

TREES MAY BE PLANTED ABOVE THIS ELEVATION



TOE OF SLOPE

STREAM BED

EXISTING

0 (TYP.)

SEE NOTE M

TO BANK FULL ELEVATION (TYP.)

TO 1'-0" ABOVE DHW (TYP.)

0 (TYP.)

1'-0"

0 (TYP.)

1'-0"

TO 1'-0" ABOVE DHW (TYP.)

5'-0"



TOE OF SLOPE

ASSUMED LEDGE ROCK SURFACE

EXISTING STREAM BED AND

AT TOE OF SLOPE1'-0" KEY INTO ROCK0 (TYP.)

4'-

0"

5'-0"

STREAM BED

EXISTING

(SEE NOTE L)

25'-0"

CUT OFF WALL

********

*** *

* * *

*****

** *

STRUCTURAL SPAN

AS SHOWN ON PLANS

CHANNEL WIDTH

OR 2'-6" STONE FILLING (HEAVY)

2'-0" STONE FILLING (MEDIUM)











SEE NOTE G

SEE NOTE G

SEE NOTE F

TYPE BRIDGE

BOX CULVERT

SEE NOTE G

2

1

ON BD-EE1E

SEE NOTE 20

ON BD-EE1E

SEE NOTE 20

ON BD-EE1E

SEE NOTE 20

ON BD-EE1E

SEE NOTE 20

ON BD-EE1E

SEE NOTE 20

ON BD-EE1E

SEE NOTE 20

FILLING (MEDIUM/HEAVY)

MATERIAL UNDER STONE

9" THICK BEDDING



9" THICK BEDDING



9" THICK BEDDING



9" THICK BEDDING



9" THICK BEDDING



9" THICK BEDDING

(SEE NOTE P)

NATIVE STREAMBED MATERIAL

(SEE NOTE P)


(SEE NOTE P)


vTHE PLACEMENT OF NATIVE STREAMBED MATERIAL ON TOP OF THE STONE FILLING.

vENVIRONMENTAL UNIT (OR THEIR REPRESENTATIVE) TO DETERMINE THE NEED FOR

vPLACED WITHIN THE STREAM, THE DESIGNER SHALL CONSULT WITH THE REGIONAL

P. WHEN IN-STREAM WORK OR REALIGNMENT IS NECESSARY AND STONE FILLING IS

vDEPTH OF 5'-0".

vPROTECTION USE A THICKNESS OF 3'-6", A KEY WIDTH OF 6'-0", A KEY

O. WHEN EXTRA HEAVY STONE FILL TYPE B IS SPECIFIED FOR STREAM BANK

N. FOR ADDITIONAL NOTES AND LEGEND, SEE BD-EE1E.

M. TO DETERMINE BANK FULL ELEVATION, SEE EI 10-028.

vHYDRAULIC ENGINEERING UNIT.

vSCOUR POTENTIAL WITH CONCURRENCE OF REGIONAL HYDRAULIC ENGINEER OR

L. RECOMMENDED MINIMUM. CAN BE MODIFIED BASED ON SCOUR HISTORY AND/OR

vDETAILS WITH THE HYDRAULICS ENGINEERING UNIT.

K. WHEN STREAM BANK PROTECTION REQUIRES EXTRA HEAVY STONE FILL, COORDINATE

vLIMIT OF THE DETAIL WITHIN 100 FEET OF THE BRIDGE FASCIA.

vDETAIL. NO LARGER TREES OR SHRUBS MAY BE PLANTED BELOW THE ELEVATION

vLARGER TREES AND SHRUBS MAY BE USED ABOVE THE ELEVATION LIMIT OF THE

vLESS AT FULL GROWTH MAY BE USED FOR TOPSOIL PLANTING WITH THIS DETAIL.

J. ANY NYSDOT-APPROVED VEGETATION HAVING A STEM DIAMETER OF 1 INCH OR

vSOIL DETAIL MAY BE RETAINED AND SHADE-TOLERANT VEGETATION USED.

vSUFFICIENT SUNLIGHT WILL REACH THE AREA TO SUPPORT VEGETATION, THE

vCONSULTATION WITH THE LANDSCAPE ARCHITECT, DETERMINES THAT

vBENEATH THE STRUCTURE. IN THE EVENT THAT THE DESIGNER, IN

I. IT IS RECOMMENDED THAT THE TOP SOIL BE REPLACED BY FINE STONE FILL

vAREA OF VEGETATED COVER IS DESIRED.

vOF TYPICAL STONE SLOPE PROTECTION AT THE DESIGNERS OPTION, WHERE GREATER

H. PARTIALLY VEGETATED STONE SLOPE PROTECTION DETAIL MAY BE USED INSTEAD

vSTREAM BED PROTECTION TO FACE OF SUBSTRUCTURE.

vPROTECTION (STRUCTURAL) OR OTHER APPROVED MATERIAL FROM UPPER LIMIT OF

G. ON SLOPES BENEATH SUPERSTRUCTURES, PLACE SELECT GRANULAR FILL SLOPE

vBASED ON TYPE AND CONDITION OF ROCK, SLOPE AND STREAM VELOCITY.

F. THE FOUNDATION DESIGN REPORT WILL NOTE IF ROCK DOWELS WILL BE REQUIRED

vARE SUBJECT TO APPROVAL BY THE DEPUTY CHIEF ENGINEER (STRUCTURES).

vEXISTING GROUND OR STREAM BED AT THE LOCATION. ANY MODIFICATIONS

vBASED ON ANTICIPATED SCOUR CONDITIONS OR ROCK BEING LOCATED AT

E. THE STONE FILL ANCHORAGE TRENCH SHOULD BE MODIFIED IN SPECIAL CASES

vAS STREAM BANK PROTECTION WITH SOIL AT TOE OF SLOPE.

D. A STONE FILL ANCHORAGE TRENCH IS REQUIRED WHEREVER STONE FILL IS USED

C. TOE OF SLOPE TO BE LABELED IN PLAN VIEW.

vIS BEING PLACED UNDER HIGHWAY ESTIMATE.

B. COORDINATE WITH REGION OFFICE WHEN ADDITIONAL STREAM BANK PROTECTION

vMINIMUM OF 10'-0" BEHIND THE WINGWALL AS MEASURED ALONG THE STATION LINE.

vBANK PROTECTION IS REQUIRED BEHIND AN ABUTMENT, IT SHALL EXTEND A

vPERPENDICULAR TO THE STATION LINE OF THE ROADWAY. WHERE THE STREAM

vEMBANKMENT TO 10'-0" BEYOND THE END OF EACH WINGWALL MEASURED

vTHE STREAM BANK PROTECTION SHALL EXTEND FULL WIDTH OF THE ABUTMENT

vWHERE EXISTING EMBANKMENTS ARE CUT OR FILL IS PLACED. AS A MINIMUM

A. STREAM BANK PROTECTION SHALL BE PLACED AT ALL STREAM CROSSINGS

DESIGNER NOTES:

R2 BD-EE5E

PROTECTION DETAILS

STREAM BANK

REVISED

(STRUCTURES)





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vAPPROVED: 09/22/17

1 ON __

1

ON __

(SEE NOTE 15)

1

1

1

1

5'-

0"

3'-0"

3'-0"

1'-0"

3'-

0"

10SEE NOTE

SUBGRADE ELEVATION

EMBANKMENT ATOUTSIDE OF ABUTMENT WINGWALL AREA.

IS PARALLEL TO ABUTMENT STEM

TO BOTTOM OF FOOTING ELEVATION

LIMIT OF SELECT STRUCTURE FILL

EDGE OF FOOTING (TYP.)

A

A

B

B

MIN.

1'-

0"

MIN.

4'-

0"

1'-0" MIN.

8"

1'-0"

5'-

0"

3'-0" (TYP.)MIN.4'-0"

FINISHED GRADE



FINISHED GROUND

EXISTING GROUND (SEE NOTE 8)

(SEE NOTE 15)

FINISHED GRADE



1

1

EXISTING GROUND (SEE NOTE 8)

5'-

0"

MIN.

1'-

0"

MIN.

4'-

0"

MIN.4'-0"FINISHED GROUND

1'-0" MIN.

3'-0" (TYP.)

50'-0" MIN.

CONSTRUCTION (SEE NOTE 5)

PRIOR TO PILE DRIVING AND ABUTMENT

EMBANKMENT PLACED TO THIS LEVEL

HORIZONTAL OR FLATTER

SLOPE 1 VERTICAL ON 3

SUBGRADE OF ROADWAY

3'-0"

15 & 17

SEE NOTES

END OF WINGWALL

FINISHED GROUND

ABUTMENTS ON FILL WITH SPREAD FOOTINGS

PARTIAL PLAN

(U-WINGWALL TYPE SHOWN)

ABUTMENT ON FILL - PILE FOUNDATION

SECTION B-B

SECTION A-A

THE ABUTMENTv/vWINGWALL AND THE EXISTING GROUND.

ABUTMENT STEM LOCATED AT THE OUTER MOST REAR OF

BOTTOM OF FOOTING RUNNING PARALLEL TO THE

POINT OF INTERSECTION OF A 1:1 FROM A LINE AT THE

THIS LINE REPRESENTS A VERTICAL PLANE FROM THE



SLOPE PROTECTION NOT SHOWN IN PLAN.

SHOW A FULL PLAN OF THE STRUCTURE.

PARTIAL PLAN SHOWN. CONTRACT PLANS SHOULD

DESIGNER NOTES:

*

* SEE DESIGNER NOTE




(SEE NOTES 4 & G)

SLOPE PROTECTION




(SEE NOTES 4 & G)

SLOPE PROTECTION




(SEE NOTES 4 & G)

SLOPE PROTECTION

BD-EE6E

FOR ABUTMENTS ON FILL

EMBANKMENT DETAILS

REVISED

(STRUCTURES)





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SECTION A-A

1

1

c

TYPICAL CROSS SECTION

SLOPE PROTECTION NOT SHOWN)

(LOOKING AT ABUTMENT FACE

ABUTMENT CONSTRUCTION

OF FOOTING ELEVATION AFTER

MATERIAL PLACED ABOVE BOTTOM

LIMITS OF HIGHWAY EMBANKMENT

TOE OF SLOPE

50'-0" MIN.

3'-0

" (T

YP.)

50'-0" MIN.

SUBGRADE OF ROADWAY

PRIOR TO ABUTMENT CONSTRUCTION

PLACE EMBANKMENT TO THIS LINE



(SEE NOTE 8)


5'-

0"

5'-0"

3'-0"

(SEE NOTE 8)


5'-

0"

SUBGRADE OF ROADWAY

SUBGRADE ELEVATION

EMBANKMENT AT

*

AA

TYPICAL EMBANKMENT PLAN ON FILL(SLOPE PROTECTION NOT SHOWN)

5'-0"

THIS LINE WILL DEPEND ON THE ACTUAL SITE CONDITIONS.

ILLUSTRATIVE PURPOSES ONLY. THE ACTUAL LOCATION OF

AS SHOWN IN SECTION A-A. THE LINE SHOWN IS FOR

THE ABUTMENTv/vWINGWALL AND THE EXISTING GROUND,





ON FILL, SEE BD-EE6E.

FOR ADDITIONAL EMBANKMENT DETAILS FOR ABUTMENTS



SLOPE PROTECTION NOT SHOWN IN PLAN.

DESIGNER NOTES:

SEE DESIGNER NOTE*




SEE DESIGNER NOTE*(SEE NOTES 4 & G)

SLOPE PROTECTION

PRIOR TO ABUTMENT CONSTRUCTION

BOTTOM OF FOOTING ELEVATION

SELECT STRUCTURE FILL PLACED TO

IS PARALLEL TO ABUTMENT STEM (TYP.)


LIMIT OF SELECT STRUCTURE FILL

TO ABUTMENT CONSTRUCTION

TO BOTTOM OF FOOTING ELEVATION PRIOR

LIMITS OF SELECT STRUCTURE FILL PLACED

BD-EE7E

FOOTINGS ON FILL

ABUTMENTS WITH SPREAD

REVISED

(STRUCTURES)





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c

1

1.5

DESIGNER NOTES:

SEE BD-EE2E.

FOR ADDITIONAL EXCAVATION AND EMBANKMENT DETAILS,

PRESCRIBED WAITING PERIOD.

SHOWING EXCAVATION AND EMBANKMENT AFTER THE

TO START OF WAITING PERIOD, A PLAN SHOULD BE SHOWN

IN ADDITION TO THE PLAN SHOWING EMBANKMENT PRIOR

1

1

SEE DESIGNER NOTE*

*

SEE DESIGNER NOTE*



THE WAITING PERIOD.

ON THE PLANS THAT WILL INDICATE THE DURATION OF

THE REPORT WILL ALSO CONTAIN A NOTE TO BE PLACED

INDICATED IN THE FOUNDATION DESIGN REPORT.

USE OF THE DETAILS SHOWN ON THIS SHEET WILL BE









3'-0

"

5'-0"

3'-0"

5'-0" (TYP.)

50'-0"

PARALLEL TO ABUTMENT STEM.

BY THIS POINT. LIMIT IS

LOCATION OF LIMIT DETERMINED

SUBGRADE ELEVATION

EMBANKMENT AT

PROPOSED FOOTING

SECTION A-A

MATERIAL PLACED AS SHOWN IN

LIMITS OF HIGHWAY EMBANKMENT

PLACED TO BOTTOM OF FOOTING

LIMITS OF SELECT STRUCTURE FILL

TOE OF SLOPE

PROPOSED ABUTMENT

50'-0" MIN.

SUBGRADE OF ROADWAY



SEE DETAIL "A"

(SEE NOTE 8)





SUBGRADE OF ROADWAY

(SEE NOTE 8)


SUBGRADE OF ROADWAY

0 TYP.

PROPOSED ABUTMENT

5'-0"

5'-0"

5'-0"

(SEE NOTE 10)

3'-0" (TYP.)

(SLOPE PROTECTION NOT SHOWN)

(PRIOR TO START OF WAITING PERIOD)

TYPICAL EMBANKMENT PLAN ON FILL

(PRIOR TO START OF WAITING PERIOD)

SECTION A-A

PRESCRIBED WAITING PERIOD - SLOPE PROTECTION NOT SHOWN)

(LOOKING AT PROPOSED ABUTMENT FACE AFTER

TYPICAL CROSS SECTION

(AFTER THE PRESCRIBED WAITING PERIOD)

DETAIL "A"

A A

(SEE NOTES 4 & G)

SLOPE PROTECTION

SEE DETAIL "A".

AT STRUCTURE EXCAVATION LOCATIONS,

SUITABLE EXCAVATED MATERIAL REQUIRED

HIGHWAY EMBANKMENT SHOWN,

(SEE NOTES 4 & G)

SLOPE PROTECTION

BD-EE8E

AND WAITING PERIOD

ON FILL/STRUCTURE LOADING

ABUTMENTS WITH SPREAD FOOTINGS

REVISED

(STRUCTURES)





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5'-0"

3'-0

"

5'-0"

3'-0"

50'-0" MIN.

(TO BE PLACED IN STEP 2)

FOOTING LOCATION

PROPOSED ABUTMENT

FOOTING ELEVATION

BELOW BOTTOM OF

STRUCTURAL FILL

LIMITS OF SELECT

PRESCRIBED WAITING PERIOD

MATERIAL PLACED PRIOR TO

TOE OF EMBANKMENT

TOE OF SLOPE

HIGHWAY EMBANKMENT MATERIAL

SUBGRADE OF ROADWAY

5'-0"

c

(SEE NOTE 8)

EXISTING GROUND

3'-0"

5'-0"




50'-0" MIN.

5'-0"

1.5

1

1.5

1

1

1

SUBGRADE OF ROADWAY

SUBGRADE OF ROADWAY

(SEE NOTE 8)

EXISTING GROUND

3'-0" (TYP.)

3'-0" (T

YP.)

SECTION A-A

CONSTRUCTION

FOR STEP 2

SEE DETAIL "A"

A A

PRIOR TO PRESCRIBED WAITING PERIOD


SELECT STRUCTURE FILL PLACED

ABUTMENT STEM.

AND IS PARALLEL TO

LOCATED BY THIS POINT

TOE OF EMBANKMENT

SUBGRADE ELEVATION

EMBANKMENT AT

EMBANKMENT CONSTRUCTION - STEP 2

A A

SEE DESIGNER NOTE*




WAITING PERIOD

BACKFILL DETAILS AFTER

STEP 2

DETAIL "A"

SEE DESIGNER NOTE*

(SLOPE PROTECTION NOT SHOWN)

TYPICAL FRONT ELEVATION

*


SLOPE 1 VERTICAL ON 3EMBANKMENT CONSTRUCTION - STEP 1

SEE NOTE 4 & G)

SLOPE PROTECTION

SEE NOTE 4 & G)

SLOPE PROTECTION

SLOPE PROTECTION NOT SHOWN)

(SINGLE ABUTMENT. FLARED AND IN LINE WALLS,

EMBANKMENT DETAILS PRIOR TO WAITING PERIOD

STEP 1

TYPICAL EMBANKMENT PLAN ON FILL









ON FILL, SEE BD-EE6.

FOR ADDITIONAL EMBANKMENT DETAILS FOR ABUTMENTS



THE WAITING PERIOD.

ON THE PLANS THAT WILL INDICATE THE DURATION OF

THE REPORT WILL ALSO CONTAIN A NOTE TO BE PLACED

INDICATED IN THE FOUNDATION DESIGN REPORT.

USE OF THE DETAILS SHOWN ON THIS SHEET WILL BE

DESIGNER NOTES:

BD-EE9E

WITH WAITING PERIOD

FOOTINGS ON FILL

ABUTMENTS WITH SPREAD

REVISED

(STRUCTURES)





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A

A

TYP.

EMBEDMENT DEPTH

SPECIFY MINIMUM

BRACED EXCAVATION PLAN

DETAIL "D"SECTION A-A

DETAIL "C"

WELD SIZE

DESIGNER TO DETERMINE

FOR ADDITIONAL NOTES, SEE BD-EE1E.

DETAILS SHALL BE DESIGNED AT EACH LOCATION.

NECESSARY LEVEL OF DETAIL REQUIRED. CONNECTION

PURPOSES ONLY AND ARE INTENDED TO SHOW THE

CONNECTION DETAILS SHOWN ARE FOR ILLUSTRATIVE

DESIGNER NOTES:

(SPECIFY TREMIE SEAL, IF APPROPRIATE)

TIMES DURING CONSTRUCTION OPERATIONS.

CONTRACTOR SHALL PROTECT STRUTS AT ALL

STRUTS ARE INSTALLED.

2'-0" BELOW THE WALE/STRUT ELEVATION UNTIL THE WALES AND

DO NOT PROGRESS THE EXCAVATION AT THE WALL FACE FARTHER THAN

NOTES:

X XX

X

XX

X

X

XX

3'-0" (TYP.)

FOOTING

OF c

SEE DETAIL "C"

PROPOSED FOOTING

SEE DETAIL "A" SEE DETAIL "B"

SEE DETAIL "D" (TYP.)

SHIM AS NECESSARY

SIZE (TYP.)pINDICATE STIFFENER

SIZE (TYP.)p

INDICATE STIFFENER

DETAIL "A"

DETAIL "B"

SIZE (TYP.)p

INDICATE STIFFENER

TYP.

SHIM AS NECESSARY

REQUIRED BY DESIGN)

SIZE (TYP.) (IF p

INDICATE STIFFENER

REQUIRED BY DESIGN)

SIZE (TYP.) (IF p

INDICATE STIFFENER

SECTION MODULUS

INDICATE WALE

INDICATE WALE SIZE

SOLDIER PILE WALL, SEE NOTE 12)

INDICATE MATERIAL (SHEET PILING OR

SECTION MODULUS

INDICATE WALE

INDICATE WALE SIZE

INDICATE STRUT SIZE

INDICATE WALE SIZE

INDICATE ANGLE SIZE

INDICATE ANGLE SIZE

INDICATE WALE SIZE

GROUND ELEVATION

INDICATE EXISTING

WALE(S) ELEVATION

INDICATE STRUT(S) AND

BY DESIGNER

AS DETERMINED

SECTION MODULUS

INDICATE REQUIRED

EXCAVATION ELEVATION

INDICATE BOTTOM OF

INDICATE WALE SIZEINDICATE STRUT SIZE

(SEE NOTE 12)

SOLDIER PILE WALL

STEEL SHEETING OR

INDICATE WALE SIZE

INDICATE STRUT SIZE

INDICATE STRUT SIZE

INDICATE ANGLE SIZE

INDICATE WALE SIZE

(SEE NOTE 12)

SOLDIER PILE WALL

STEEL SHEETING OR

INDICATE STRUT SIZE

INDICATE STRUT SIZE

H.S. BOLTS (TYP.)

ASTM F3125, GRADE A325

H.S. BOLTS (TYP.)


H.S. BOLTS (TYP.)

OF ASTM F3125, GRADE A325c

H.S. BOLTS (TYP.)


BD-EE10E

BRACED EXCAVATION DETAILS


REVISED

(STRUCTURES)





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1 2 3 4 5 6

FOR PILES PLACED IN A HOLE

SECTION Y-Y

FOR DRIVEN PILES

SECTION X-X

PRECAST CONCRETE LAGGING

DETAIL "A"

1.5

1

SPECIFICATION TOLERANCES AFFECT THE LENGTH OF LAGGING.

EQUIPMENT AND/OR PROCEDURES.

NO EXTRA PAYMENT WILL BE MADE FOR SPECIAL

MAY REQUIRE SPECIAL EQUIPMENT AND/OR PROCEDURES.

IN EARTH FOR SOLDIER PILE AND LAGGING WALL, ITEM

DUE TO THE PRESENCE OF , PROGRESSING THE HOLES

EXTRA PAYMENT WILL BE MADE FOR THE CASING.

HOLES IN EARTH FOR SOLDIER PILE AND LAGGING WALLS. NO

TEMPORARY SLEEVES OR CASINGS ARE REQUIRED FOR ITEM

ASTM A572 GRADE 50 STEEL.

PROVIDE SOLDIER PILE SECTIONS MEETING THE REQUIREMENTS OF

OF 2'-0" BELOW FINAL GROUND SURFACE.

SURFACE. CUT OFF AND REMOVE SOLDIER PILES TO A MINIMUM

REMOVE LAGGING TO A MINIMUM OF 2'-0" BELOW FINAL GROUND

WHEN NO LONGER NECESSARY FOR EXCAVATION SUPPORT,

AND REMOVE SOLDIER PILES TO THE SUBGRADE SURFACE.

REMOVE LAGGING TO THE SUBGRADE SURFACE AND CUT OFF

WHEN NO LONGER NECESSARY FOR EXCAVATION SUPPORT,

PILE AND LAGGING WALL.

ITEM INSTALLING SOLDIER PILES FOR SOLDIER

LEFT IN PLACE. USED MATERIAL IS NOT PERMITTED FOR

THE SOLDIER PILE AND LAGGING WALL SHOWN WILL BE

USE THE FOLLOWING NOTE FOR PRECAST CONCRETE LAGGING:

USE THE FOLLOWING NOTE:

POSSIBLY REQUIRE SPECIAL EQUIPMENT AND/OR PROCEDURES,

INSTALLING HOLES IN THE EARTH WILL BE VERY DIFFICULT AND

WHERE THE GEOTECHNICAL ENGINEERING BUREAU DETERMINES THAT

ADJACENT STRUCTURES, UTILITIES, ETC.), USE THE FOLLOWING NOTE:

(I.E. DUE TO LOOSE COHESIONLESS SOIL, HIGH GROUND-WATER,

CASING WILL BE NECESSARY FOR INSTALLING HOLES IN THE EARTH

WHERE THE GEOTECHNICAL ENGINEERING BUREAU IDENTIFIES THAT

NECESSARY FOR SOLDIER PILES:

USE THE FOLLOWING NOTE IF A HIGHER YIELD STRESS IS

OR UTILITIES MIGHT BE DAMAGED BY REMOVAL OPERATIONS:

OUTSIDE THE ROAD-BED LIMITS WHERE ADJACENT STRUCTURES

USE THE FOLLOWING NOTE FOR TEMPORARY WALLS LOCATED

INSIDE THE ROAD-BED LIMITS:

USE THE FOLLOWING NOTE FOR TEMPORARY WALLS LOCATED

USE THE FOLLOWING NOTE FOR PERMANENT WALLS:

DESIGNER NOTES:

FOR ADDITIONAL NOTES, SEE BD-EE1E.

STAGE ONE LAGGING SHOWN.

SPECIFY LAGGING TYPE.

DO NOT USE WEATHERING STEEL (ASTM A588) FOR SOLDIER PILES.

BE DIFFERENT.

DETAIL REQUIRED. THE ACTUAL PROJECT REQUIREMENTS MAY

ONLY AND ARE INTENDED TO SHOW THE NECESSARY LEVEL OF

CONNECTION DETAILS SHOWN ARE FOR ILLUSTRATIVE PURPOSES

SOLDIER PILE AND LAGGING WALL

PLAN

SOLDIER PILE AND LAGGING WALL

ELEVATION

FOR ANTICIPATED CONSTRUCTION LOADING.

SUPPORT SYSTEM USED MUST BE DESIGNED

SUPPORT SYSTEM AS DETAILED, ANY EXCAVATION

SLOPE BACK AND NOT USE THE EXCAVATION

IF CONTRACTOR ELECTS NOT TO LAY

NOTE:

IN EARTH TRENCH

2'-0" MIN. EMBEDMENT

FOR INSTALLING LAGGING

LINE, EXCEPT WHAT'S REQUIRED

CONTRACTOR EXCAVATE BELOW THIS

UNDER NO CIRCUMSTANCES MAY THE

EXISTING GROUND

PILE AND LAGGING WALL

LAGGING FOR SOLDIER

PAYMENT LINES FOR INSTALLING

2'-0"

EXISTING ABUTMENT

LAGGING (TYP.) SOLDIER PILE (TYP.)

PROPOSED ROADWAY SURFACE

ASSUMED TOP OF ROCK

AND LAGGING WALLPILES FOR SOLDIER PILEINSTALLING SOLDIERPAYMENT LIMITS FOR

EXCAVATION LINE LI

MIT

OF

GR

OU

T

BA

CK

FIL

L

BA

CK

FIL

L

LI

MIT

OF

CO

NC

RE

TE

ASSUMED TOP OF ROCK

AND LAGGING WALLPILES FOR SOLDIER PILEINSTALLING SOLDIERPAYMENT LIMITS FOR

PILE AND LAGGING WALLIN EARTH FOR SOLDIERPAYMENT LIMITS FOR HOLES

AND LAGGING WALLSOCKETS FOR SOLDIER PILE PAYMENT LIMITS FOR ROCK

GIVE LENGTH

GIV

E

DE

PT

H

REINFORCING BARS (TYP.)

GIV

E

DE

PT

H

STIRRUP (TYP.)

REINFORCING BAR (TYP.)

STIRRUPS (TYP.)

EXCAVATION LINE

NO. - DENOTES PILE PLACED IN HOLE.

NO. - DENOTE DRIVEN PILE.

Y

Y

X

X

1 2 3 4 5 6

PANELS, SEE DETAIL "A".

SHEETING. FOR PRECAST CONCRETE

WOOD, UNTREATED WOOD OR STEEL

GIVE DIMENSIONS FOR TREATED

NUMBER

PILESTATION

(IN FEET)

OFFSET

(IN FEET)

ELEVATIONS

PILE TOP

(IN FEET)

DEPTH OF EXCAVATION

(IN FEET)

ELEVATION

ASSUMED ROCK

(IN FEET)

ROCK SOCKET

MINIMUM

(IN FEET)

SECTION MODULUS

MINIMUM PILE

SECTION

SOLDIER PILE

RECOMMENDED

(IN INCHES)

OF HOLE

MINIMUM DIA.

(IN FEET)

LENGTH

AS-BUILT PILE

1

2

3

4

5

6

EXISTING ABUTMENT

DURING STAGE 1

CONSTRUCTED

PROPOSED ABUTMENT

CONSTRUCTED DURING STAGE 2

PROPOSED ABUTMENT TO BE

ANGLE TO BE DESIGNED.

SUBSTRUCTURE WITH A BOLTED

ATTACH LAGGING TO EXISTING

EXISTING ABUTMENT

TO BE BRACED TO

TIMBER LAGGING

THIS P0RTION OF

WALL

PILE AND LAGGING

REMOVAL OF SOLDIER

COMPLETED AFTER

EXCAVATION TO BE

ABUTMENT

PROPOSED

SOLDIER PILE

SOLDIER PILE

PANELS, SEE DETAIL "A".

SHEETING. FOR PRECAST CONCRETE

WOOD, UNTREATED WOOD OR STEEL

GIVE DIMENSIONS FOR TREATED

(IN FEET)

PILE TIP ELEV.

REQUIRED

(IN FEET)

PILE LENGTH

REQUIRED

BD-EE11E

LAGGING WALL SAMPLE DETAILS

SOLDIER PILE AND


REVISED

(STRUCTURES)





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8% SLOPE

4'-0" (SEE NOTE "A")

STEEL TIES TO A DEADMAN

TYPICAL SECTIONGROUTED TIEBACK WALL

TYPICAL SECTION

TEMPORARY STEEL TIES

SECTION A-A

PERMANENT STEEL TIES

SECTION A-A

*3'-0"

MIN. EMBEDMENT DEPTH

SET-BACK (MIN. DISTANCE)

*3'-0"

LOAD & MAX. SPACING

NUMBER, DESIGN

STEEL TIE ITEM

EXISTING GROUND ELEV.

AND SIZE

DEADMAN TYPE

STEEL TIEBACK ELEV.

(SEE NOTE 12)

SOLDIER PILE WALL

STEEL SHEETING OR

EXCAVATION ELEV.

BOTTOM OF

2'-0" (SEE NOTE "A")

STEEL TIE(IF NECESSARY)

CARRIER CONDUIT

EXCAVATION ELEV.

BOTTOM OF

EXISTING GROUND

A

A

GROUTED TIEBACK

STEEL TIE OR

SIZE (TYP.)

INDICATE BOLT

TEMPORARY WELD

WALL OR DEADMAN

SIZE (TYP.)

INDICATE PIPE SEPARATOR

INDICATE WALE SIZE

2" MIN. COV. (TYP.)

WALL OR DEADMAN

1" MIN. (TYP.)

TEMPERATURE REINFORCEMENT

1" CHAMFER (TYP.)

DRIP GROOVE

(SEE NOTE 12)

SOLDIER PILE WALL

STEEL SHEETING OR

STEEL TIEBACK ELEV.

EXCAVATION ELEV.

BOTTOM OF

MAXIMUM SPACING

DESIGN LOAD AND

EXISTING GROUND ELEV.

MINIMUM FREE LENGTH

OV

ER

GR

OU

T

ZO

NE

15'-

0"

MIN.

CO

VE

R

ANCHOR ANGLE

MIN. EMBEDMENT DEPTH

STEEL TIE

MIN.

4"

EXCAVATION ELEV.

BOTTOM OF

EXISTING GROUND

0" (TYP.)

0" (TYP.)

CORROSION PROTECTION) PLUS 1'-0".

TIE (INCLUDING ANY NECESSARY CONDUIT OR

OF THE TRENCH IS THE DIMENSION OF THE STEEL

INSTEAD OF SOIL, THE MINIMUM REQUIRED WIDTH

CONTROLLED LOW STRENGTH MATERIAL (C.L.S.M.)

IF THE DESIGNER ELECTS TO BACKFILL WITH

NOTE "A":

DESIGNER NOTES:

*

PRIOR TO WALL CONSTRUCTION.

FOR CARRIER CONDUIT INSTALLATION TO THE ENGINEER FOR APPROVAL

STAGES WHILE MAINTAINING EXISTING TRAFFIC. SUBMIT THE PROCEDURE

PRIOR TO WALL CONSTRUCTION, INSTALL THE CARRIER CONDUIT IN

INSTALLATION OF STEEL TIES:

USE THE FOLLOWING NOTE IF CARRIER CONDUIT IS REQUIRED FOR THE

BEFORE THE BACKFILLING OPERATION RESUMES.

STEEL TIES MUST BE LOCKED-OFF AT A LOAD OF 2.2 kips PER STRAND

IF THE CONTRACTOR ELECTS TO USE SEVEN-WIRE STRAND CABLES, THE

USE THE FOLLOWING NOTE FOR WALLS CONSTRUCTED "BOTTOM UP":

THE EXCAVATION AT THE WALL FACE RESUMES.

STEEL TIES MUST BE LOCKED-OFF AT 80% OF THE DESIGN LOAD BEFORE

IF THE CONTRACTOR ELECTS TO USE SEVEN-WIRE STRAND CABLES, THE

USE THE FOLLOWING NOTE FOR WALLS CONSTRUCTED "TOP DOWN":

INSTALLED AND LOCKED-OFF.

2'-0" BELOW THE STEEL TIE ELEVATION UNTIL THE STEEL TIES ARE

DO NOT PROGRESS THE EXCAVATION AT THE WALL FACE LOWER THAN

NOTES FOR WALLS WITH STEEL TIES:

TIEBACKS ARE INSTALLED AND TESTED.

2'-0" BELOW THE GROUTED TIEBACK ELEVATION UNTIL THE GROUTED

DO NOT PROGRESS THE EXCAVATION AT THE WALL FACE LOWER THAN

NOTE FOR WALLS WITH GROUTED TIEBACKS:

FOOTING

PROPOSED

SIZE (TYP.)

INDICATE STIFFENER

FOOTING

PROPOSED

CONTRACTOR

NUMBER, DESIGNED BY

GROUTED TIEBACK ITEM

PROTECTION

CONCRETE CORROSION

ANCHOR HEADS AND WALES

ENCAPSULATION DETAIL FOR PERMANENT

SEE DETAIL "A" (TYP.)

INDICATE ANCHOR PLATE SIZE

INDICATE BEARING PLATE SIZE

SEE DETAIL "A"

(SHOWN AT BEARING LOCATION)

ANCHOR HEAD AND WALE DETAIL

DETAIL "A"

ANCHOR PLATE, AND PIPE SEPARATORS.

SPACING SHOWN, THE CONTRACTOR SHALL RESIZE THE BEARING PLATE,

IF THE ASSUMED SPACING BETWEEN THE WALES IS GREATER THAN THE

PLATE RESIZING NOTE:

ENCAPSULATION EXTENDS LATERALLY TO ENCASE THE ENTIRE WALE.

NOTE:

CONCRETE ITEM


SPACING WALES.

SHALL CONSIDER THE SIZE OF A "TRUMPET" WHEN

"TRUMPET" IN THE ANCHORAGE ZONE. DESIGNER

GROUTED TIEBACK ANCHORS REQUIRE THE USE OF A

REQUIREMENTS.

SHALL BE AS REQUIRED TO MEET THE PROJECT

FOR STAGED CONSTRUCTION THIS DIMENSION

TIEBACKS ARE INSTALLED.

PLATE WHEN INCLINED STEEL TIES OR GROUTED

DETAIL A BEVELED PLATE INSTEAD OF A BEARING

NOTE "B":

(SEE "PLATE RESIZING NOTE")

INDICATE ASSUMED DIMENSION

BD-EE12E

TIEBACK WALL DETAILS


REVISED

(STRUCTURES)





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**EL.EL.

EL.

EL.

SEE NOTE "A"

**ALL REQUIRED ELEVATIONS AT TOPS OF PRECAST PANELS SHALL BE INCLUDED ON THE PLANS.

NOTE:

MIN.

7'-6"

MIN.

2'-0" PROPOSED FOOTING

INDICATE STATION

OF BEARINGScPROPOSED

OF BRGS.c

T.G.L. & STATION LINE

INDIC

ATE AZIM

UTH

INDICATE AZIMUTH

SAME TIME

BE PLACED TOGETHER AT THE

OF THE VERTICAL LINE SHALL

MATERIALS ON BOTH SIDES

(MAY BE SLOPED OR HORIZONTAL)


PRECAST) INCLUDED IN F.T.R.W. ITEM

COPING (MAY BE CAST-IN-PLACE OR

BY CONTRACTOR

F.T.R.W. OPTION SELECTED

GROUND SURFACE

EXISTING & FINISHED

TOP OF LEVELING PAD

1'-0"

6"

INCLUDED IN F.T.R.W. ITEM

UNREINFORCED LEVELING PAD

0 (TYP.)

1'-0"

(TYP.)

3'-0"

SEE NOTE "A"

EXISTING GROUND

2'-0" (MIN.)

SAME TIME

BE PLACED TOGETHER AT THE

OF THE VERTICAL LINE SHALL

MATERIALS ON BOTH SIDES

BRGS.c

7'-6" (MIN.)

CONCRETE COPING

4"

2'-0" (MIN.)

0 (TYP.) 6"

1'-0"

3'-0"

TOP OF LEVELING PAD

2'-

0" (M

IN.)

INDICATE ANGLE

B

GROUND LINE

PROPOSED FINISHED

F.T.R.W.

A CONCRETE COPING SHALL BE PLACED ON THE TOPS OF ALL EXPOSED

ALL DIMENSIONS ARE MEASURED PARALLEL TO WALL.

NOTES:

PAYMENT LINES FOR F.T.R.W.

EL.

EL.

LE

VE

LIN

G

PA

D

6"

GROUND LINE

PROPOSED FINISHED

SECTION A-A

SECTION B-B

PLAN

A

A

FILL TYPE RETAINING WALL

ELEVATION

B

EL.

ANGLEINDICATE

NOTE: PILES NOT SHOWN FOR CLARITY.

INCLUDED IN F.T.R.W. ITEM

UNREINFORCED LEVELING PAD

SUPPORT AN ABUTMENT.

TO THE M.S.E.S. TYPE WHEN USED TO

CONTRACT PLANS SHALL LIMIT THE F.T.R.W.

ABUTMENT. NOTES AND DETAILS IN THE

F.T.R.W. APPROVED TO SUPPORT AN

(M.S.E.S) WALLS ARE THE ONLY TYPE OF

MECHANICALLY STABILIZED EARTH SYSTEMS

F.T.R.W.

MOMENT SLABv/vBARRIER DETAILS ON

REFER TO THE BD-SA SHEETS FOR

ARE FOR THE TOP OF THE LEVELING PAD.

GIVEN AT THE BOTTOM OF THE F.T.R.W.

TO THE HEIGHT OF WALL. ELEVATIONS

PURPOSES IT IS ASSUMED TO BE EQUAL

BY THE CONTRACTOR. FOR ESTIMATING

BY THE F.T.R.W. MANUFACTURER SELECTED

THIS DIMENSION IS TO BE DETERMINED

NOTE "A":

SEE BD-EE1E.

FOR ADDITIONAL NOTES AND LEGEND,

REINFORCED BACKFILL ZONE.

PLACED WITHIN OR UNDERNEATH THE

NO UTILITY OF ANY NATURE MAY BE

DESIGNER NOTES:

SLOPE TO DRAIN

BD-EE13E

RETAINING WALL DETAILS

SAMPLE - FILL TYPE


REVISED

(STRUCTURES)





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FLATTER

1 ON 3 OR1

ON 2

0 (TYP.)

1

ON 2

EL.

EL.

EL.

2

1

EL.

EL.

EL.

EL.

EL.

1

2EL.

SECTION A-A

SECTION B-B

FL

OW

ST

RE

AM

*

REMOVAL (TYP.)

SUBSTRUCTURE

AZIMUTH

(HIGHWAY ESTIMATE)

MEDIUM STONE FILL

PAY LINES FOR

STRUCTURAL DRAIN

COMPOSITE

PREFABRICATED

(SEE NOTE 15 & 17)

AT SUBGRADE

EMBANKMENT

50'-0"

3'-0" (TYP.)

TOE OF SLOPE

CENTERLINE

EXISTING ROADWAY

(HIGHWAY ESTIMATE)

MEDIUM STONE FILL

PAY LINES FOR

1'-0" (TYP.)

FLATTER

1 ON 3 OR

1

ON 2

0 (TYP.)

1

ON 2

*

TO BE REMOVED

EXISTING SUPERSTRUCTURE

(HIGHWAY ESTIMATE)

MEDIUM STONE FILL

PAY LINES FOR

STRUCTURAL DRAIN

COMPOSITE

PREFABRICATED

(SEE NOTE 15 & 17)

AT SUBGRADE

EMBANKMENT

50'-0"

3'-0" (TYP.)

TOE OF SLOPE

(HIGHWAY ESTIMATE)

MEDIUM STONE FILL

PAY LINES FOR

1'-0" (TYP.)

10'-0"

STATION

OF BEARINGSc

50'-0" (MIN.)50'-0" (MIN.)

3'-0"



(SEE NOTE 15 & 17)FLATTER

1 ON 3 OR

SUBGRADE OF ROADWAYSTRUCTURAL DRAIN (PCSD)


(SEE NOTE 15 & 17)SUBGRADE OF ROADWAY

FLATTER

1 ON 3 OR

3'-0" (TYP.)

1 ON 1

1 ON 1

AA

BB

EXISTING PIER

STREAM BED

TOP OF FOOTING

3'-0" 3'-0"

0 (TYP.)

PLAN

3'-0"

0 (TYP.)

STATION

OF BEARINGSc

STATION

OF BEARINGSc

1

ON 2

PLACED AT THE SAME TIME. (TYP.)



10'-0"

*

COORDINATE BACKFILL TYPE WITH THE REGIONAL OFFICE.

FOR PIERS REMOVED THAT ARE NOT IN A STREAM,

MATERIAL OR NATIVE STREAMBED MATERIAL IF NECESSARY.

STREAM LOCATIONS SHALL BE EITHER SUITABLE EXCAVATED

THE BACKFILL USED FOR EXISTING PIER REMOVAL IN

ESTIMATE.

OF SLOPE PROTECTION TO BE INCLUDED IN THE BRIDGE

THIS DIMENSION IS TYPICAL FOR THE SIDE LIMIT


FOR STRUCTURE EXCAVATION GUIDANCE, SEE NOTE 18.

PURPOSES ONLY AND ARE SOLELY INTENDED AS AN EXAMPLE.

THE DETAILS ON THIS DRAWING ARE FOR ILLUSTRATIVE

DESIGNER NOTES:

SEE DETAILS ON BD-EE5E

SEE NOTE 20 (TYP.)

SEE NOTE 20

SEE NOTE 20 (TYP.)

(SEE DESIGNER NOTE)



9" THICK BEDDING FILLING (MEDIUM/HEAVY)


9" THICK BEDDING

R1 BD-EE14E

SAMPLE DRAWINGS


REVISED

(STRUCTURES)





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I I

FL

OW

I

+

I II

1

ON 2

1

ON 2

1 ON 2

1

ON 2

1 ON 2

1

ON 2

PROPOSED TOE OF SLOPE (TYP.)

STA.

OF BRGS.c

BOTH SIDES)

STAGE II CONSTRUCTION (TYP.

STAGE I CONSTRUCTION PRIOR TO

ATTACH LAGGING TO COMPLETED

(SEE NOTE 15 & 17)

STRUCTURAL DRAIN


STAGE REMOVAL JOINT (TYP.)

PROPOSED FOOTING

SUBGRADE (TYP.)

EMBANKMENT AT

FLATTER

1 ON 3 OR

(TYP.)

10'-0"

SEE DESIGNER NOTE (TYP.)

C3

C3

C3

C3

C3C3

C4

C4

C4

C4

C4

C4

C1

C1

C1

C1C1

C2

C2

C2

C2C2

C2

TO STAGE II CONSTR. (TYP.)SHEETING AS REQUIRED PRIORCUT OFF OR REMOVE

JOINT (TYP.)

CONSTRUCTION

STAGE

(TYP.)

3'-0"

C1

(TYP.)

3'-0"

ST

AG

E I

ST

AG

E II

0 (TYP.)

0 (TYP.)

(TYP.)1'-0"

(TYP.)

1'-0"

(TYP.)

10'-0"

0 (TYP.)

PROPOSED TOE OF SLOPE (TYP.)

FLATTER

1 ON 3 OR

SUBGRADE (TYP.)

EMBANKMENT AT STATION LINE

OF ROADWAY &c

ON BD-EE16E

SEE LAGGING DETAIL

0 (TYP.)

c

STA.

OF BRGS.

(SEE NOTE 15 & 17)

STRUCTURAL DRAIN


PROPOSED FOOTING

(TYPICAL BOTH SIDES)

50'-0"

D

D

C C

H H

F

F

A A

GG

B

B

E

EPLAN


REQUIRED FOR AN ACTUAL PROJECT.

THE DESIGNER SHALL DETERMINE IF THESE DETAILS ARE

SECTIONS A-A, B-B, E-E, F-F AND ELEVATION G-G NOT SHOWN.

FOR SECTIONS C-C, D-D AND ELEVATION H-H, SEE BD-EE16E.

SEE BRIDGE MANUAL FOR GUIDANCE.

DESIGNER MUST DETERMINE THE APPROPRIATE COFFERDAM TYPE.

EXAMPLE, SEE THE F.D.R. FOR ACTUAL WALL RECOMMENDATIONS.

INTERIM SHEETING AND LAGGING SHOWN AS AN

REQUIREMENTS.

MAY BE REQUIRED TO ADEQUATELY DEPICT THE PROJECT

SHOW THE DESIRED DETAILS ARE GIVEN. ADDITIONAL SECTIONS

ONLY THOSE PORTIONS OF THE STRUCTURE NECESSARY TO

THIS DRAWING IS SOLELY INTENDED AS AN EXAMPLE AND

CONDITIONS.

PURPOSES ONLY AND DO NOT REPRESENT ACTUAL PROJECT

THE DETAILS ON THIS DRAWING ARE FOR ILLUSTRATIVE

DESIGNER NOTES:

BOTTOM OF FOOTING.

ORIGINATING FROM A PARALLEL LINE OFFSET 3'-0" FROM THE

PROPOSED GROUND SURFACE AND A 1 ON 1.5 UP-SLOPE

CONSTRUCTION IS DETERMINED BY THE INTERSECTION OF THE

THE REQUIRED LENGTH OF THE INTERIM SHEETING FOR STAGE

SEE NOTE 20 (TYP.)

BD-EE15E

STAGE CONSTRUCTION (1 OF 2)

SAMPLE DRAWINGS OF


REVISED

(STRUCTURES)





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vAPPROVED: 09/22/17

EL.

EL.

1

2

EL.

EL.

EL.

1

1.5

FOR ANTICIPATED CONSTRUCTION LOADING.

SUPPORT SYSTEM USED MUST BE DESIGNED

SHEETING AS DETAILED, ANY EXCAVATION

SLOPE BACK AND NOT USE INTERIM

IF CONTRACTOR ELECTS NOT TO LAY

NOTE:

2

1

F.D.R. FOR ACTUAL WALL RECOMMENDATIONS.

INTERIM SHEETING AND LAGGING SHOWN AS AN EXAMPLE, SEE THE

WHERE SECTIONS MUST BE TAKEN.

ARE GIVEN. ON AN ACTUAL PROJECT, THE DESIGNER SHALL DETERMINE

PORTIONS OF THE STRUCTURE NECESSARY TO SHOW THE DESIRED DETAILS

THIS DRAWING IS SOLELY INTENDED AS AN EXAMPLE AND ONLY THOSE

AND DO NOT REPRESENT ACTUAL PROJECT CONDITIONS.

THE DETAILS ON THIS DRAWING ARE FOR ILLUSTRATIVE PURPOSES ONLY

DESIGNER NOTES:

1.5

11.5

1

1.5

1

FOR STRUCTURE EXCAVATION GUIDELINES, SEE NOTE 18 ON BD-EE1E.


3'-0" FROM THE BOTTOM OF FOOTING.

AND A 1 ON 1.5 UP-SLOPE ORIGINATING FROM A PARALLEL LINE OFFSET

IS DETERMINED BY THE INTERSECTION OF THE PROPOSED GROUND SURFACE

THE REQUIRED LENGTH OF THE INTERIM SHEETING FOR STAGE CONSTRUCTION

PROPOSED SUBGRADE

FLATTER (TYP.)

1 ON 3 OR

EXISTING GROUND




STRUCTURAL DRAIN


(SEE NOTES 15 & 17)

(TYP.)

3'-0" 0 (TYP.)

3'-0"

0 (TYP.)

EXCAVATION (HIGHWAY ESTIMATE)

PAYMENT LIMITS FOR UNCLASSIFIED




SUBGRADE OF ROADWAY

STRUCTURAL DRAIN


(SEE NOTE 15)

1'-0"

(TYP.)

3'-0"

EXISTING GROUNDPROPOSED ROADWAY SURFACE

CONTRACTOR EXCAVATE BELOW THIS LINE.

UNDER NO CIRCUMSTANCES MAY THE

PROPOSED FINISHED GRADE

ANGLE TO BE DESIGNED.

SUBSTRUCTURE WITH A BOLTED

ATTACH LAGGING TO EXISTING

EXCAVATION LIMIT INDICATE MIN. EMBEDMENT

3'-0"

SEE LAGGING DETAIL

PROPOSED ABUTMENT

STATION LINE

OF ROADWAY &c INTERIM SHEETING

OR STEEL SHEETING

APPROPRIATELY SIZED TIMBER LAGGING

PRIOR TO BACKFILLING STAGE I, INSTALL

PROPOSED ABUTMENT

BACK OF STEM

STRUCTURAL DRAIN


(SEE NOTES 15 & 17)

ST

AG

E I

ST

AG

E II

0 (TYP.)

(TYP.)

0

SECTION D-DSECTION C-C

LAGGING DETAIL

INTERIM SHEETING DETAIL

ELEVATION H-H

SEE DETAILS ON BD-EE5E

STAGE I CONSTRUCTION

NEWLY BUILT ABUTMENT

STAGE II CONSTRUCTION

ABUTMENT TO BE BUILT DURING

EXISTING ABUTMENT

SIZED TIMBER LAGGING

INSTALL APPROPRIATELY

TO STAGE II CONSTRUCTION

THE CROSS HATCHED AREA PRIOR

CUT AND REMOVE SHEETING IN

INDICATE SECTION MODULUS



9" THICK BEDDING



9" THICK BEDDING

R1 BD-EE16E

STAGE CONSTRUCTION (2 OF 2)

SAMPLE DRAWING OF


REVISED

(STRUCTURES)





ERRATA

09/22/17

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EE16

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EFFECTIVE WITH THE




vAPPROVED: 09/22/17

Date post:	12-Oct-2020
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